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SDP202400051 Plan - Revision Final Site Plan and Comps. 2024-11-17
PROJECT SITE INFO LOCATION: SEMINOLE TRAIL, SOUTH OF HOLLYMEAD DRIVE EXISTING USE: VACANT PROPOSED USE: RESIDENTIAL APARTMENT BUILDINGS TOTAL ACREAGE: 30.82i ACRES DEVELOPER: STONY POINT DEVELOPMENT GROUP zoo GARRETT STREET, SUITE 0 CHARLOTTESVILLE, VA 22902 DOMINION REALTY PARTNERS, LLC Sol FAYETTEVILLE STREET, SUITE ioo RALEIGH, NC 276o1 SURVEYOR: LINCOLN SURVEYING 632 BERKMAR CIRCLE CHARLOTTESVILLE, VA 22901 ENGINEER: COLLINS ENGINEERING Zoo GARRETT STREET, SUITE K CHARLOTTESVILLE, VA 22902 PARCELINFO OWNER: BIRCKHEAD, FRANCES B & WILLARD HOWARD BIRCKHEAD FAMILY TRUST ETAL 1313-B E MARKET STREET CHARLOTTESVILLE, VA 22902 TMP: 04600-00-00-028Bo ADDRESS: 2947 SEMINOLE TRAIL DB/PG: WB128/719 ZONING: PRD (PLANNED RESIDENTIAL) ACREAGE: 2.97 ACRES TMP: 04600-00-00-02810 ADDRESS: N/A DB/PG: WB128/719 ZONING: PRD (PLANNED RESIDENTIAL) ACREAGE: 1.63 ACRES TMP: 04600-00-00-028Ko ADDRESS: N/A DB/PG: WB128/7ig ZONING: PRD (PLANNED RESIDENTIAL) ACREAGE: 2.53 ACRES TMP: 04600-00-00-028Jo ADDRESS: N/A DB/PG: WB128/719 ZONING: PRD (PLANNED RESIDENTIAL) ACREAGE: 13.84 ACRES OWNER: OLD PALMYRA HOTEL, LLC 2121 WISTERIA DRIVE CHARLOTTESVILLE, VA 22911 TMP: 04600-oo-oo-o28Fo ADDRESS: 2986 RUBIN LANE DB/PG: 4693/632 ZONING: PRD (PLANNED RESIDENTIAL) ACREAGE: 1.27 ACRES TMP: 04600-00-00-028Lo ADDRESS: 2931 RUBIN LANE DB/PG: 46931642 ZONING: PRD (PLANNED RESIDENTIAL) ACREAGE: o.88ACRES OWNER: WALL, REBECCA 200 MAYFIELD LANE WAYNESBORO, VA 2298o TMP: 04600-00-00-028Eo ADDRESS: N/A DB/PG: 5294/159 ZONING: PRD (PLANNED RESIDENTIAL) ACREAGE: 2.61 ACRES OWNER: ZOULIS, CYNTHIA THERAPHIA 8309 COLEBROOK ROAD RICHMOND, VA 23227 TMP: 04600-oo-oo-o28Ao ADDRESS: N/A DB/PG: 650/507 ZONING: PRD (PLANNED RESIDENTIAL) ACREAGE: 5.og ACRES HOLLY HILLS DEVELOPMENT PHASE I FINAL SITE PLAN APPROVED INITIAL SITE PLAN(SDP202400042) TRIP GENERATION CALCULATIONS TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL, 11TH EDITION -ago TOTAL PROPOSED DWELLING UNITS 318 APARTMENT UNITS (CODE 220) 72 TOWNHOUSE UNITS (CODE 220) TOTAL ADT: 2,628 VPD (1,314 ENTER / 1,314 EXIT) TOTAL AM PEAK: 156 VPH (37 ENTER / =9 EXIT) TOTAL PM PEAK: lgg VPH (126 ENTER/ 73 EXIT) RIVAN NA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA DEVELOPMENT PLAN SCALE: 1" = 100' GRAPHIC SCALE 100 0 50 100 200 ( IN FEET ) 1 inch = 100 ft. PROJECT or SITE 00 O, pr. �e Wa a � 0 VICINITY MAP SCALE: 1" = 2,000' Sheet List Table Sheet Number Sheet Title 1 COVER 2 GENERAL PROJECT NOTES 2A REZONING & SPECIAL EXCEPTION 3 EXISTING CONDITIONS 4 OVERALL DEVELOPMENT PLAN 4A SITE PLAN 4B SITE PLAN 4C SITE PLAN 4D SITE PLAN 5A UTILITY PLAN 5B UTILITY PLAN 5C UTILITY PLAN 5D UTILITY PLAN (OMITTED) 5E OFFSITE UTILITY PLAN 5F DOMINION POWER EASEMENT 6A GRADING & DRAINAGE PLAN 66 GRADING & DRAINAGE PLAN 6C GRADING & DRAINAGE PLAN 6D GRADING & DRAINAGE PLAN 7 ROAD PROFILES 8 ROAD PROFILES 9 ROAD PROFILES 10 NOTES & DETAILS 11 NOTES & DETAILS 12 DRAINAGE MAP 13 CULVERT DRAINAGE MAP 14 DRAINAGE PROFILES 15 DRAINAGE PROFILES 16 DRAINAGE PROFILES 16A CULVERT PLAN AND PROFILE 16B CULVERT PLAN AND PROFILE 16C CULVERT PLAN AND PROFILE 17 DRAINAGE CALCULATIONS 18 DRAINAGE CALCULATIONS 19 DRAINAGE CALCULATIONS 20 SANITARY SEWER PROFILES 21 SANITARY SEWER PROFILES 22 UTILITY PROFILES 23 UTILITY PROFILES 24 SIGHT DISTANCE PROFILES 25 SIGHT DISTANCE PROFILES 26 SIGHT DISTANCE PROFILES LL-1 LIGHTING PLAN LL-2 LIGHTING PLAN LL-3 LIGHTING PLAN LL-4 LIGHTING NOTES & DETAILS Ll.o LANDSCAPE SCHEDULE Li.i LANDSCAPE PLAN L1.2 LANDSCAPE PLAN L1.3 LANDSCAPE PLAN L1.4 LANDSCAPE PLAN Li.5 LANDSCAPE PLAN Li.6 LANDSCAPE NOTES AND DETAILS L3.4 RECREATION AMENITY OVERALL PLAN L3.5 RECREATION AMENITY ENLARGEMENTS 54 (OF 55) TOTAL SHEETS APPROVALS I DATE DEPARTMENT OF COMMUNITY DEVELOPMENT INSPECTIONS ARB ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION v op � O SCOTT R. COLLINS — U Lic. No. 035791 4' 11/17/24 �SSIONAL E�C'� G LU on W on z O a U) d ti J Z o: a V z Z Lu p d a O Z ' # Lu O � J Ln J w Ce z LL w p z LL L ¢ w W Ln Ln a a v v a L C C C F CD C' o .. Lu M z CY) N M CNI W� N W >_ zLL] J w L 0 zo� W U F5 U w zu) _ w w U) J� U,0U, Q u0 C) C) N Lu L� Q z I� ILL. H—II Lu U) 0_ 1 Lu > z O LLuu U G O Lu Lu U) J H� 2 2 Lu J F- U L r O L w a Ln JOB NO. 232220 SCALE AS SHOWN SHEET NO. 1 GENERAL PROJECT NOTES: OWNERS: 04600-00-00-028Ao 04600-00-00-028Bo,04600-00-00-028loo,04600-00-00-028Ko,& 04600-00-00-028Jo ZOULIS, THERAPHIA CYNTHIA& PETER A BIRCKHEAD, FRANCIS B & WILLARD HOWARD - BIRCKHEAD FAMILY TRUST ETAL 8309 COLEBROOK ROAD 1312-B EAST MARKET STREET CHARLOTTESVILLE, VA 22902 CHARLOTTESVILLE, VA 22902 04600-00-00-028Fo 04600-00-00-028Eo OLD PALMYRA HOTEL LLC WALL, REBECCA 2121 WISTERIA DRIVE zoo MAYFIELD LANE CHARLOTTESVILLE, VA 22911 WAYNESBORO, VA 2298o DEVELOPER: STONY POINT DEVELOPMENT GROUP & DOMINION REALTY PARTNERS LLC zoo GARRETT STREET, SUITE 0 5oi FAYETTEVILLE STREET, SUITE too CHARLOTTESVILLE, VA 22902 RALEIGH, NC 276oi ENGINEER: COLLINS ENGINEERING zoo GARRETT STREET, SUITE K CHARLOTTESVILLE, VA 22902 PROJECT LOCATION: EAST OF SEMINOLE TRAIL (ROUTE 29) BETWEEN HOLLYMEAD DRIVE (SOUTH) AND ASHWOOD BOULEVARD MAGISTERIAL DISTRICT: RIVANNA TAX MAP & ZONING: 4628A (5.o83 AC) 46-28B (2.434 AC) 46-28E (2.611 AC) 46-28F (1.272 AC) D.B. 650, PG. 507 W.B.12,8, PG.719 D.B. 5194, PG.159 D.B. 4693, PG.63z PRD (RESIDENTIAL) PRD (RESIDENTIAL) PRD (RESIDENTIAL) PRD (RESIDENTIAL) 46-281(1.607 AC) 46-28J (13.872 AC) 46-28K (2.531 AC) 46-28L (o.881 AC) W.B.128, PG.719 W.B.12,8, PG.719 W.B.12,8, PG.719 D.B. 4693, PG. 642 PRD (RESIDENTIAL) PRD (RESIDENTIAL) PRD (RESIDENTIAL) PRD (RESIDENTIAL) TOTAL PROJECT AREA: 30.291 ACRES PHASE I: 830,876 SF (19.074 ACRES) - THIS SITE PLAN ONLY PHASE 11: 224,732 SF (5.i59 ACRES) - FUTURE SITE PLAN PHASE 111: 263,935 SF (6.o59 ACRES) - FUTURE SITE PLAN ZONING: PLANNED RESIDENTIAL DEVELOPMENT (PRD)-(ZMAzoz3-oo01z- APPROVED BY THE BOSON6/5/zoz4) NOTE: THE PROPERTIES SHALL STILL COMPLY WITH EXISTING ZONING OVERLAY DISTRICTS - MANAGED SLOPES OVERLAY DISTRICT, PRESERVED SLOPES OVERLAY DISTRICT, ENTRANCE CORRIDOR OVERLAY DISTRICT, & AIRPORT IMPACT AREA OVERLAY DISTRICT. THIS PROPERTY IS ALSO SUBJECTTO A SPECIAL EXCEPTION REQUEST (SE2023-00044) APPROVED ON 6/5/2024 - MODIFICATION TO THE STEPBACK REQUIREMENT. TOPOGRAPHY: BOUNDARY SURVEY PREPARED BY LINCOLN SURVEYING IN AUGUST, 2023. FIELD VERIFIED BY COLLINS ENGINEERING IN AUGUST, 2023. TOPOGRAPHIC SURVEY IS FROM LINCOLN SURVEYING, JANUARY 2024. EXISTING VEGETATION: MOSTLY WOODED DATUM: NAVD 1988 BURIAL SITES: NO KNOWN CEMETERIES ON THE PROPERTIES GROSS/NET DENSITY: ALLOWABLE DENSITY (PER APPROVED REZONING) =10 DUA (MIN) & 13 DUA (MAX) / 320 UNITS (MIN) & 410 UNITS (MAX) PROPOSED UNITS: PHASE I - 318 APARTMENT UNITS GROSS DENSITY: 318 UNITS 129-074 ACRES= 26.67 DUA NET DENSITY: 318UNITS 19.z34ACRES =34-44DUA PHASE 11- 3o TOWNHOUSE UNITS (FUTURE PHASE) GROSS DENSITY: 30 UNITS / 5.15g ACRES= 5.82 DUA NET DENSITY: 30 UNITS / 1.569 ACRES = 1g.1z DUA PHASE III - 42 TOWNHOUSE UNITS (FUTURE PHASE) GROSS DENSITY: 42 UNITS / 6.059 ACRES= 6.93 DUA NET DENSITY: 42 UNITS / 1.3zg ACRES = 31.6o DUA TOTAL = 390 DWELLING UNITS GROSSDENSITY: 390UNITS/ 30.291ACRES=1z.87DUA NET DENSITY: 390UNITS/ 1z.132ACRES=3z.15DUA (TOTAL PROPOSED DENSITY (GROSS):1z.87 DUA) PROPOSED USES: PHASE I - 318 APARTMENT UNITS TOTAL (26 STUDIO,162 ONE -BEDROOM, 118TWO-BEDROOM, & 12 THREE -BEDROOM UNITS) BUILDING #1-3/4STORIES (36APARTMENT UNITS) BUILDING #4 - 314 STORIES (72 APARTMENT UNITS) BUILDING #z - 3/4 STORIES (36 APARTMENT UNITS) BUILDING #5 - 3/4 STORIES (72 APARTMENT UNITS) BUILDING #3-3STORIES (3o APARTMENT UNITS) BUILDING #6-3/4STORIES (72APARTMENT UNITS) PHASE 11- 3o TOWNHOUSE UNITS TOTAL (FUTURE SITE PLAN) PHASE III - 42 TOWNHOUSE UNITS TOTAL (FUTURE SITE PLAN) PHASING: THIS DEVELOPMENT MAY BE CONSTRUCTED IN 3 DIFFERENT PHASES. PHASES z & 3 SHALL FOLLOW PHASE 1 CONSTRUCTION. PARKING: PARKING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 18.4.12 OF THE ALBEMARLE COUNTY ZONING ORDINANCE AND AS APPROVED BY THE ALBEMARLE COUNTY ZONING DEPARTMENT. A PARKING REDUCTION IS INCLUDED WITH THE SITE PLAN FOR A PROPOSED 17%PARKING REDUCTION WITHIN THE APARTMENT COMPLEX. PARKING REQUIRED: PHASE I ONLY (APARTMENT COMPLEX): (1.5) PARKING SPACES PER i-BEDROOM UNIT =1.5 * 188 UNITS = 282 PARKING SPACES z PARKING SPACES PER z OR BEDROOM UNIT - z 1 o UNITS = 26o PARKING SPACES O 3 3 TOTAL PARKING SPACES REQUIRED (PER ZONING ORDINANCE) = 542 PARKING SPACES TOTAL PARKING SPACES REQUIRED PER PARKING REDUCTION REQUEST= 464 SPACES (MAXIMUM 17% REDUCTION) PARKING PROVIDED: 464 SURFACE PARKING SPACES (INCLUDING (12) ADA HANDICAP SPACES & (3) VAN ACCESSIBLE ADA HANDICAP SPACES) TOTAL PARKING SPACES PROVIDED (PHASE I - APARTMENTS) = 464 PARKING SPACES TOTAL (NOTE: 1. THIS REFLECTS A 16.8%PARKING REDUCTION. OVERALL, A 27%PARKING REDUCTION HAS BEEN REQUESTED WITH THE FINAL SITE PLAN DUE TO THE AVAILABILITY OF TRANSIT AND ACCESS TO SURROUNDING SERVICE AREAS. z. PHASES z & 3 WILL INCLUDE DRIVEWAY AND GARAGE PARKING AREAS FOR THE PROPOSED UNITS + ON -STREET GUEST PARKING.) FIRE & RESCUE: THE PROJECT SHALL CONFORM WITH THE ALBEMARLE COUNTY FIRE AND RESCUE REGULATIONS FOR FIRE PROTECTION AND ACCESS TO THE SITE. A MINIMUM OF (1) DRIVE LANE ADJACENT TO EACH OF THE BUILDINGS SHALL BE 26' IN WIDTH FOR FIRE PROTECTION IF THE BUILDINGS ARE TALLER THAN 3o FEET IN HEIGHTTO THE EAVE OF THE ROOFS. UTILITIES: COUNTY WATER AND SEWER WATERSHED: SOUTH FORK RIVANNA RIVER WATERSHED STREAM BUFFER: too' WPO STREAM BUFFER EXIST ON THE PROPERTYALONG ANY PERENNIAL STREAMS- SEE SHEETS FOR THE LOCATION OFTHE STREAM BUFFER. THESE BUFFERS SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. PRESERVED/MANAGED SLOPES: BOTH PRESERVED AND MANAGED SLOPES EXIST ON THE PROPERTY - SEE EXISTING CONDITIONS FOR THE LOCATION OF THE STEEP SLOPES. FLOODPLAIN: THERE IS NO too YEAR FLOODPLAIN LOCATED ON THE PROPERTY PER FEMA MAP ID 51003Co28oD DATED FEBRUARY 4, zoo5. IN ADDITION, THERE ARE NO STATE OR FEDERAL DAM BREAK INUNDATION ZONES LOCATED ON THE PROPERTY. AGRICULTURAL/FOREST DISTRICT: NONE INGRESS/EGRESS: THE ENTRANCE TO THE PROPERTY IS PROPOSED ALONG ROUTE 29. IN ADDITION, THE SITE SHALL CONNECT TO ARCHER AVENUE EXTENDED ATTHE SOUTHERN BOUNDARY. THERE IS ALSO A PROPOSED PEDESTRIAN/ BICYCLE CONNECTION TO RUBIN LANE AND A FUTURE EMERGENCY ACCESS CONNECTION TO DERBY LANE. BUILDING HEIGHTS: THE MAXIMUM BUILDING HEIGHT SHALL BE 4 STORIES WITH A BUILDING HEIGHT NOT TO EXCEED 48 FEET. NOTE: i. APPURTENANCES INCLUDING PERGOLAS, TRELLISES, AND STAIRWELLS FOR THE ROOFTOP ACCESS MAY EXTEND TO A HEIGHT OF 54' FOR THE ROOFTOP ACCESSORIES. PROPOSED BUILDING HEIGHT TO EAVE OF THE ROOF: zg' -10" +/- NOTE: IF EAVE HEIGHTS EXCEED 30' IN HT., THEN THE ROADWAY OR TRAVELWAY WILL PROVIDE A 26' MIN. FIRE LANE FROM F/C-F/C. NOTE: A SPECIAL EXCEPTION REQUEST (SE2023-00044) WAS APPROVED FOR RELIEF OF THE REQUIRED 15' STEPBACK FOR BUILDINGS GREATER THAN 3 STORIES OR 40' IN HEIGHT. SETBACKS: BUILDING SETBACKS: 5' MIN. & 30' MAX. FRONT YARD BUILDING SETBACK 5' MIN. & NO MAX. SIDE YARD BUILDING SETBACK (1o' MIN. BUILDING SEPARATION) zo' MIN. & NO MAX. REAR YARD BUILDING SETBACK PARKING SETBACKS: 5' MIN. FRONTYARD PARKING SETBACK 6' MIN. SIDE YARD PARKING SETBACK 6' MIN. REAR YARD PARKING SETBACK BUILDING FOOTPRINT: NO MINIMUM OR MAXIMUM BUILDING FOOTPRINTS. BUILDING FOOTPRINTS ARE SUBJECT TO COMPLIANCE WITH THE BUILDING ENVELOPES AS SHOWN ON THE APPROVED ZMA APPLICATION PLAN. LOT SIZE: NO MINIMUM LOT SIZE AND NO MAXIMUM LOT SIZE. PUBLIC STREETS & TRAVELWAYS: CURB & GUTTER FIRE FLOW: CLASS I - FRAME TYPE CONSTRUCTION (IBC TYPE V-A) - FACTOR = i.5 GROSS GROUND FLOOR AREA = 4,617 SF GROSS FLOOR AREA OF OTHER FLOORS = 36,932 SF TOTAL GROSS BUILDING AREA = 41,549 SF REQUIRED ISO FIRE FLOW = 3,657 NEEDED FIRE FLOW (5o%REDUCTION FOR AUTOMATIC SPRINKLERS) =1,75o GPM LAND DEDICATED TO PUBLIC USE: PHASE I SHALL INCLUDE 2.64 ACRES OF LAND DEDICATED TO PUBLIC USE FOR PUBLIC RIGHT OF WAY, AND FUTURE PHASES 11 AND III SHALL INCLUDE A TOTAL OF 1.65 ACRES OF LAND DEDICATED TO PUBLIC USE FOR PUBLIC RIGHT OF WAY. SEE SHEET 4 FOR DETAILS OPEN SPACE: SEE SHEET4 FOR AREAS OF DEDICATION FOR OPEN SPACE, BUFFERS, AND RECREATIONAL AREAS. IMPERVIOUS AREAS: PHASE I PHASE II (FUTURE) PHASE III (FUTURE) ROADS 60,733 SF 25,224 SF 43,367 SF PARKING AREAS 133,945 SF SIDEWALK & CONCRETE 73,770 SF 3,488 SF 9,335 SF BUILDINGS io8,457 SF 29,720 SF 41,420 SF TOTAL 376,go5 SF 58,432 SF 94,122 SF BUILDING ARCHITECTURE: BUILDINGS AND HOUSES SHALL INCLUDE A VARIETY OF ARCHITECTURAL MATERIALS AND COLORS, PORCHES, PROJECTIONS, AND OTHER ELEMENTS THAT WILL CREATE A COHESIVE APPEARANCE AND WILL PROVIDE ARTICULATED FEATURES AND DETAILING TO ADD VISUAL INTEREST AND ELIMINATE BLANK WALLS. THE BUILDING MATERIALS PALETTE SHALL INCLUDE BRICK AND HARDY PLANK, OR SIMILAR QUALITY MATERIALS. LIGHTING: ALL PROPOSED LUMINAIRES WILL MEET THE OUTDOOR LIGHTING STANDARDS SPECIFIED IN SECTION 4.17OFTHE ALBEMARLE COUNTY ZONING ORDINANCE. THE FINAL SITE PLAN SHALL INCLUDE A LIGHTING PLAN THAT COMPLIES WITH THE ALBEMARLE COUNTY ZONING ORDINANCE. STORMWATER MANAGEMENT: THE SITE DEVELOPMENT COMPLIES WITH VA DEQ AND ALBEMARLE COUNTY REQUIREMENTS FOR WATER PROTECTIONS, INCLUDING WATER QUALITY AND WATER QUANTITY REQUIREMENTS.COMMON OPEN SPACE: 25%OPEN SPACE SHALL BE PROVIDED WITH THE PROJECT. COMMON OPEN SPACE SHALL INCLUDE THE AMENITY AREAS, GREEN SPACE, AND THE BUFFERS AROUND THE PERIMETER OF THE PROJECT. PEDESTRIAN PATHWAYS MAY BE INSTALLED THROUGHOUT THE GREEN SPACE AREAS. THE ACTIVE RECREATION AREAS ENVISION GRASS FIELDS, TOT LOTS, A DOG PARK, FIRE PIT, AND/OR MEETING/CIVIC SPACES. ALL AMENITIES SHALL BE DETERMINED WITH THE FINAL SITE PLAN AND IN ACCORDANCE WITH SECTION 4.16OFTHE ALBEMARLE COUNTY CODE. NOTE, AMENITIES MAYBE SUBSTITUTED TO MEET THE RECREATIONAL REQUIREMENTS. ALL PROJECT AMENITIES MUST BE COMPLETED PRIOR TO 50%OF THE UNITS RECEIVING CERTIFICATE OF OCCUPANCIES. THE PROPOSED OPEN SPACE AREAS MAY BE EXPANDED DURING THE DESIGN PHASES TO ALLOW FOR ADDITIONAL AREA TO ACCOMMODATE ADDITIONAL RECREATIONAL ACTIVITIES, UTILITIES, STORMWATER MANAGEMENT, AND EROSION CONTROL MEASURES, AS NECESSARY FOR THE DEVELOPMENT. SEE SHEET FOR OPEN SPACE ANALYSIS FOR THIS PROPOSED DEVELOPMENT. BUFFERS & LANDSCAPING: i. ROUTE 29 BUFFER: A too' WIDE FORESTED BUFFER SHALL BE MAINTAINED ALONG ROUTE zg. A 30' PORTION OF THE BUFFER (ADJACENT TO THE DEVELOPMENT AREA) MAY BE DISTURBED FOR GRADING WITHIN THE DEVELOPMENT, AND SHALL BE REPLANTED WITH A MIXTURE OF DECIDUOUS AND EVERGREEN SHRUBS AND TREES IN ACCORDANCE WITH ALBEMARLE COUNTY STANDARDS FOR BUFFER PLANTINGS. THE BUFFER MAY BE REDUCED OR MODIFIED IN THE LOCATION OF THE EXISTING VDOT STORMWATER MANAGEMENT FACILITY. LANDSCAPING WILL BE ADDED AROUND THE SWM FACILITY AS PERMITTED BY COUNTY, VDOT, AND DEQ REGULATIONS. z. zo' PERIMETER UNDISTURBED BUFFER: A zo' NATURAL UNDISTURBED BUFFER WILL BE PROVIDED ALONG THE EASTERN AND NORTHERN BOUNDARIES ADJACENT TO THE EXISTING HOLLYMEAD AND FOREST LAKES NEIGHBORHOODS, AS SHOWN ON THE APPLICATION PLAN. ANY PORTION OF THE PERIMETER BUFFER THAT IS NOT CURRENTLY WOODED SHALL BE PLANTED AND SCREENED WITH A MIXTURE OF DECIDUOUS AND EVERGREEN SHRUBS AND TREES IN ACCORDANCE WITH ALBEMARLE COUNTY STANDARDS FOR BUFFER PLANTINGS. 3 io' PERIMETER LANDSCAPING BUFFER: AN ADDITIONAL 1o' LANDSCAPING BUFFER SHALL BE PROVIDED ALONG THE EASTERN AND NORTHERN BOUNDARIES ADJACENT TO THE EXISTING HOLLYMEAD AND FOREST LAKES NEIGHBORHOODS, AS SHOWN ON THE APPLICATION PLAN. THIS BUFFER WILL BE ADJACENT TO THE zo' PERIMETER UNDISTURBED BUFFER. THE 1o' LANDSCAPING BUFFER MAY BE WITHIN THE REAR YARD SETBACKS OF THE DEVELOPMENT. GRADING AND RETAINING WALLS ARE PERMITTED WITHIN THE LANDSCAPING BUFFER AREA. FENCING MAY ALSO BE INSTALLED WITHIN THE LANDSCAPING PERIMETER BUFFER (BETWEEN THE PERIMETER LANDSCAPING BUFFER AND THE PERIMETER UNDISTURBED BUFFER). ALL BUFFER PLANTINGS IN THIS AREA SHALL BE A MIXTURE OF DECIDUOUS AND EVERGREEN PLANTS AND SHALL BE PLANTED IN ACCORDANCE WITH ALBEMARLE COUNTY STANDARDS FOR BUFFER PLANTINGS. NOTE: ALL PLANTINGS WILL CONFORM TO CURRENT ANSI STANDARDS FOR NURSERY STOCK. INSTALLATION AND MAINTENANCE OF THE LANDSCAPE BUFFERS WILL BE THE RESPONSIBILITY OF THE DEVELOPER, AND THE APPROPRIATE EASEMENTS AND MAINTENANCE AGREEMENTS SHALL BE RECORDED DURING THE SITE PLAN PROCESS. GRADING SHALL BE ALLOWED WITHIN THE PERIMETER LANDSCAPING BUFFER AREAS AND WITHIN 30' OFTHE ROUTE 29 BUFFER. UTILITIES AND RETAINING WALLS MAY BE INSTALLED WITHIN THE PERIMETER LANDSCAPING BUFFER AREA. UTILITY CROSSINGS ARE PERMITTED WITHIN THE PERIMETER UNDISTURBED BUFFER AREAS. ALL BUFFERS SHALL MEETTHE STANDARDS IN SECTION 32.7.9.7 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. ROADWAY CONSTRUCTION GENERAL CONSTRUCTION NOTES 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. z. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE 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. IF 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 THE TEST RESULTS FOR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN 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 THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR FEET OFFSET FROM THE EDGE OF PAVEMENTTO THE FACE OF GUARDRAIL AND ROADWAY SHOULDER WIDTHS (4) , SHALL BE INCREASED TO SEVEN (7) FEET. S. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-i. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, 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 THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. g. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 1o. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. ii. 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 TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS 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 VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. i MAMIKIi 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. z. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. 3. ALL GROWTH OF TREES 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 CONSTRUCTION OF THE SUBGRADE.. EXISTING CONDITIONS & DEMOLITION LEGEND: EXISTING RIGHT-OF-WAY EXISTING BUILDING EXISTING ASPHALT PAVEMENT EXISTING CONCRETE EXISTING CONTOURS EXISTING CURBING EXISTING VEGETATION EXISTING FIRE HYDRANT EXISTING SANITARY SEWER MANHOLE EXISTING STORM SEWER STRUCTURE EXISTING POWER POLE EXISTING LIGHT POLE EXISTING SIGN ALBEMARLE COUNTY FIRE DEPARTMENT NOTES GENERAL CONSTRUCTION NOTES 1. PROGRAM SUPERINTENDENT.THEOWNERSHALLDESIGNATEAPERSONTOBETHEFIREPREVENTIONCNo. %r PROGRAM SUPERINTENDENT WHO SHALL BE RESPONSIBLE FOR THE FIRE PREVENTION PROGRAM AND THAT IT IS CARRIED THE PROJECT. THE FIRE �lCONNECTION 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING ENSURE OUT THROUGH COMPLETION OF TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA PREVENTION PROGRAM SUPERINTENDENT SHALL HAVE THE AUTHORITY TO ENFORCE THE DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT PROVISIONS OF THIS CHAPTER AND OTHER PROVISIONS AS NECESSARY TO SECURE THE INTENT OFINSTHE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THIS CHAPTER. WHERE GUARD SERVICE IS PROVIDED, THE SUPERINTENDENT SHALL BE RESPONSIBLE 91THE PERMIT SHALL GOVERN. FOR THE GUARD SERVICE. z. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND z. PREFIRE PLANS. THE FIRE PREVENTION PROGRAM SUPERINTENDENT SHALL DEVELOP AND MAINTAIN ���STANDARDS OF VDOT UNLESS OTHERWISE NOTED. AN APPROVED PREFIRE PLAN IN COOPERATION WITH THE FIRE CHIEF. THE FIRE CHIEF AND THE FIRE Q 1�3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE CODE OFFICIAL SHALL BE NOTIFIED OF CHANGES AFFECTING THE UTILIZATION OF INFORMATION APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING CONTAINED IN SUCH PREFIRE PLANS. OR OTHER CONSTRUCTION. 3. A SITE SPECIFIC FIRE PREVENTION PLAN SHALL BE SUBMITTED TO THE FIRE MARSHAL'S OFFICE PRIOR 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. TO COMMENCEMENT OF ANY DEMOLITION/CONSTRUCTION. S. THE MAXIMUM ALLOWABLE SLOPE IS 2:1(HORIZONTAUVERTICAL). WHERE REASONABLY 4. AN APPROVED KEY BOX SHALL BE MOUNTED TO THE SIDE OF THE FRONT OR MAIN ENTRANCE. OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER TO BE ACHIEVED. ALBEMARLE FIRE AND RESCUE CARRIES THE KNOX BOX MASTER KEY. A KNOX BOX KEY BOX CAN BE 6. PAVED, RIP -RAP, OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF ORDERED BY GOING ONLINE TO WWW.KNOXBOX.COM. THE KNOX BOX ALLOWS ENTRY TO THE THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A BUILDING WITHOUT DAMAGING THE LOCK AND DOOR SYSTEM. DRAINAGE CHANNEL. 5. ACCESS TO THE BUILDING DURING DEMOLITION AND CONSTRUCTION SHALL BE MAINTAINED. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC 6. FIRE HYDRANTS, FIRE PUMP TEST HEADER, FIRE DEPARTMENT CONNECTIONS OR FIRE SUPPRESSION CONTROL DEVICES. SYSTEM CONTROL VALVES SHALL REMAIN CLEAR AND UNOBSTRUCTED BY LANDSCAPING, PARKING 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPES SHALL BE REINFORCED CONCRETE PIPE -CLASS III. OR OTHER OBJECTS. THE FIRE MARSHAL'S OFFICE NO LONGER ALLOWS ANY TYPE OF LANDSCAPING 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS TO BE PLACED IN FRONT OF AND WITHIN 5 FEET OF FIRE HYDRANTS, FIRE PUMP TEST HEADERS, FIRE FOR THE CONSTRUCTION INDUSTRY (29 CFE PART1926). DEPARTMENT CONNECTIONS OR FIRE SUPPRESSION SYSTEM CONTROL VALVES. 7. AN APPROVED WATER SUPPLY FOR FIRE PROTECTION SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIAL ARRIVES ON THE SITE. a 8. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHTING 85,000 LBS. g. ALL SIGNS AND PAVEMENT MARKINGS SHALL BE CONSISTENT WITH THE MUTCD. w io. THE MINIMUM REQUIRED FIRE FLOW FOR ALL BUILDINGS IS 1,5oo GALLONS PER MINUTE. z m U) � ii. LANDSCAPING IN THE AREA FIRE HYDRANTS, FIRE PUPTEST HEADER, FIRE DEPARTMENT O L g U) CONNECTIONS OR FIRE SUPPRESSION SYSTEM CONTROL VALVES SHALL BE OF THE TYPE THAT WILL a U) J z NOT ENCROACH ON THE REQUIRED FIVE FT RADIUS ON MATURITY OFTHE LANDSCAPING. Y/ 12. FIRE LANES SHALL BE A MINIMUM OF zo FEET IN WIDTH. SIGNS AND MARKINGS TO DELINATE FIRE z Z u z z z LANES AS DESIGNATED BY THE FIRE OFFICIAL SHALL BE PROVIDED AND INSTALLED BYTHE OWNER OR Lu g g HIS/HER AGENT OF THE PROPERTY. FIRE APPARATUS ROADS zo' TO 26' IN WIDTH SHALL BE POSTED OR O w # W MARKED ON BOTH SIDES "NO PARKING - FIRE LANE". H z p U It 13. THE BUILDING STREET NUMBER TO BE PLAINLY VISIBLE FROM THE STREET FOR EMERGENCY �/� j M Ln RESPONDERS. Vl > Z Z z 14. FOR STANDPIPE SYSTEM -BUILDINGS EQUIPPED WITH A STANDPIPE SYSTEM INSTALLED IN 4 H Lu a LL w ACCORDANCE WITH FIRE DEPARTMENT CONNECTIONS AND FOR STANDPIPES AND SPRINKLERS AND '-' a a "" SHALL HAVE A FIRE HYDRANT WITHIN too FT OF THE FIRE DEPARTMENT CONNECTIONS. THE DISTANCE W a a SHALL BE PERMITTED TO EXCEED too FT WHERE APPROVED BYTHE FIRE CODE OFFICIAL. xQ 15. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13 FEET-6 INCHES. 16. AN APPROVED WATER SUPPLY FOR FIRE PROTECTION SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIAL ARRIVES ON THE SITE. 17. NO VEHICLES/MACHINERY OF ANY TYPE, CONSTRUCTION MATERIALS OR CONSTRUCTION DEBRIS ARE TO BE PARKED, PLACED OR STORED EITHER IN FRONT OF AND WITHIN i5 FEET OF A FIRE HYDRANT. 18. NO SMOKING OR VAPING WITHIN THE CONSTRUCTION SAFETY FENCE. NO SMOKING SIGNS SHALL BE POSTED THROUGHOUT EACH BUILDING UNDER CONSTRUCTION AS WELL AS OUTSIDE THE BUILDING. 1g. WASTE DISPOSAL OF COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING ATTHE END OF EACH WORKDAY. zo. CUTTING AND WELDING -OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL BE DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 21. DONE IN ACCORDANCE WITH CHAPTER 35, OF THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, ADDRESSING WELDING AND HOTWORK OPERATIONS. FIRE EXTINGUISHERS SHALL BE PROVIDED WITH NOT LESS THAN ONE APPROVED PORTABLE FIRE EXTINGUISHER AT EACH STAIRWAY ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE z. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE ACCUMULATED. 7 v FIELD CONDITIONS INDICATE. zz. REQUIRED VEHICLE ACCESS FOR FIREFIGHTING SHALL BE PROVIDED TO ALL CONSTRUCTION OR Lu F- N m r� N rl � N rl rl 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (zo) FEET IN LENGTH AND HAVE A MINIMUM DEMOLITION SITES. VEHICLE ACCESS SHALL BE PROVIDED TO WITHIN 10o FEET OF TEMPORARY OR Q p o o .� DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF PERMANENT FIRE DEPARTMENT CONNECTIONS. VEHICLE ACCESS SHALL BE PROVIDED BY EITHER o TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. TEMPORARY OR PERMANENT ROADS, CAPABLE OF SUPPORTING VEHICLE LOADING UNDER ALL 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. WEATHER CONDITIONS. VEHICLE ACCESS SHALL BE MAINTAINED UNTIL PERMANENT FIRE APPARATUS PAVEMENT I ACCESS ROADS ARE AVAILABLE. 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OFTHE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 1o, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR DEMOLITION NOTES ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. L9 r z. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS 1. PRIOR TO DEMOLITION AND CONSTRUCTION, A FIRE PREVENTION PLAN MEETING MUST OCCUR ll�_ PLACED. AND A FIRE PREVENTION PLAN MUST BE SUBMITTED TO AND APPROVED BY THE FIRE MARSHAL. (v) 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED z. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL UNDERGROUND UTILITIES NOT GRADATION FOR TYPE I, 11, OR III PRIOR TO PLACING AGGREGATE BASE. SHOWN ON THIS PLAN SHEET AND SHALL DEMOLISH ALL DISCOVERED UTILITIES AS REQUIRED. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THATTHE SURFACE COURSE 3. THE CONTRACTOR SHALL VIDEO AND INSPECT ALL SANITARY SEWER PIPES AND MANHOLES N IS BEGINNING ATTHE COMPLETION OF THE INSTALLATION OFTHE AGGREGATE BASE. IN THE EVENTTHAT THE SLATED TO REMAIN TO DETERMINE ADEQUATE STRUCTURAL INTEGRITY. IF EXISTING SANITARY SURFACE COURSE IS APPLIED PRIOR TO 6o DAYS, THE PUGMILL REQUIREMENT WILL APPLY. SEWER IS DAMAGED, THE CONTRACTOR SHALL CONTACT THE ENGINEER. d' 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 4. THE CONTRACTOR SHALL EXAMINE THE STRUCTURAL INTEGRITY OF EXISTING STORM SEWER cM 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH TEMPLATE AND COMPACTION BEFORE SURFACE STRUCTURES TO REMAIN AND REPLACE TOPS AS NECESSARY; THIS SHALL BE REFLECTED IN THE � TREATMENT IS APPLIED. CONTRACTOR BID. 7' PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT PRIME COAT RC-2o ( 5 5. ALL EXISTING WATER, SANITARY, AND STORM SEWER SLATED FOR DEMOLITION SHALL BE i 8. 0.3 GAL./SQ. YD.). BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF REMOVED FROM THE BUILDING TO THE PROPERTY LINE UNLESS MARKED AS TO REMAIN.6. N TRANSPORTATION SPECIFICATIONS. UTILITIES THAT ARE DISCONNECTED SHALL BE PROPERLY ABANDONED ATTHE MAIN LINE. FOR (D g. ENCROACHMENT: POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A WATER SERVICE LINES, THE CORP STOP MUST BE TURNED OFF ATTHE MAIN LINE AND THE O� ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY SERVICE DISCONNECTED FROM THE MAIN. FOR SEWER LATERALS, THE LATERAL TAP MUST BE W N THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF SEALED ATTHE MAINLINE SO THAT IT IS WATERTIGHT AND THE LATERAL REMOVED FROM THE N TRANSPORTATION MAYBE LOCATED WITHIN THE STREETS RIGHT OF WAY. MAINLINE. FOR SANITARY MANHOLES TO BE ABANDONED THE TOP z' OFTHE MANHOLE INSPECTIONS STRUCTURE SHALL BE REMOVED, ALL LINES DISCONNECTED, AND THE MANHOLE SHOULD BE �f �\l NOTE MANDATORY INSPECTIONS ARE REQUIRED ATTHE FOLLOWING PHASES: FILLED WITH STONE AND COVERED, ALL TAPS MUST BE LOCATED AND DISCONNECTED PER W - PROCEDURE ABOVE. i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. 7. EXISTING ROOF DRAINS SLATED TO BE DEMOLISHED SHALL BE DISCONNECTED AND REMOVED; ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. ROOFDRAINS TO BE REROUTED AS SHOWN ON THE ARCHITECTURAL PLANS. iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED z J BASE MATERIALS. 8. EXISTING DOMINION OVERHEAD/UNDERGROUND ELECTRIC LINES AND OVERHEAD UTILITIES TO J iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE THE EXISTING BUILDING SHALL BE DISCONNECTED AND REROUTED AS PROPOSED ON THE UTILITY _ COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. PLAN SHEET. > V. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT g. ANY EXISTING UNDERGROUND STORAGE TANKS SHALL BE DRAINED BYTHE OWNER, AND THE DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND CONTRACTOR SHALL FILL AND TANKS SHALL REMAIN. W MOISTURETESTS AND THE PLACEMENT OFA PAVING COURSEAS SOON AS POSSIBLE. 1o. BUILDINGS BEING DEMOLISHED. WHERE A BUILDING IS BEING DEMOLISHED AND A STANDPIPE IS vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OFTHE FINAL EXISTING WITHIN SUCH A BUILDING, SUCH STANDPIPE SHALL BE MAINTAINED IN AN OPERABLE INSPECTION. CONDITION SO AS TO BE AVAILABLE FOR USE BY THE FIRE DEPARTMENT. SUCH STANDPIPE SHALL vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OF THE BE DEMOLISHED WITH THE BUILDING BUT SHALL NOT BE DEMOLISHED MORE THAN ONE FLOOR O ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. BELOW THE FLOOR BEING DEMOLISHED. J viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE LL ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. Q LIMITS OF CONSTRUCTION/LIMITS OF DISTURBANCE El EXISTING ASPHALT PAVEMENT FOR MILL & OVERLAY EXISTING BUILDING TO BE REMOVED EXISTING ASPHALT PAVEMENT TO BE REMOVED EXISTING CONCRETE SIDEWALK TO BE REMOVED EXISTING CURBING TO BE REMOVED EXISTING VEGETATION TO BE REMOVED EXISTING WATERLINE EXISTING SANITARY SEWER PIPE EXISTING STORM SEWER PIPE EXISTING OVERHEAD ELECTRIC - - EXISTING UNDERGROUND ELECTRIC EXISTING GASLINE EXISTING UTILITIES TO BE REMOVED PROPOSED PROPOSED PROJECT BOUNDARY --n- PROPOSED SIGN PROPOSED CONTOUR « PROPOSED LIGHT POLE PROPOSED CURB PROPOSED STORM SEWER PIPE PROPOSED RIGHT-OF-WAY DEDICATION AREA PROPOSED BUILDING PROPOSED ASPHALT a a PROPOSED CONCRETE SIDEWALK PROPOSED HEAVY DUTY CONCRETE CROSSWALK PROPOSED PATIO/DECK PROPOSED BIKE RACK PROPOSED SEGMENTED RETAINING WALL PROPOSED LOCATION OF POTHOLE FOR UTILITY INSTALLATION WITHIN VDOT ROW PAVEMENT REPAIR FOR UTILITY AND DRAINAGE CONNECTIONS WITHIN VDOT RIGHT OF WAY ®o PROPOSED YARD DRAINAGE SYSTEM PROPOSED STORM SEWER STRUCTURE PROPOSED SANITARY SEWER PIPE PROPOSED SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER LATERAL PROPOSED WATERLINE PROPOSED FIRE HYDRANT PROPOSED WATER METER PROPOSED GASLINE ---- ---- ---- ---- ---_---- ---- ---- PROPOSED UNDERGROUND POWER W U i i Z= F _ w W U) J� w OQ u0 C:) C] N u Lu O a V/ uj U Lu r1 0L 0L Q w Lu Lu / V Lu J H- H Lu Lu v7 JOB NO. 232220 SCALE N/A SHEET NO. 2 0 Rebecca Ragsdale V NL- A O r County of Albemarle rra stale albemarle.or V +f 434 Community Development Department -Planning Telephone:( ) 296-5832 ext.3226 I 1 R N CI June 27.2024 Steven Blaine Woods Rogers Vandeveer & Black 123 East Main Street, 51 Floor Charlottesville, VA 22902 RE: ZMA202300012 Holly Hills Action Letter Dear Mr. Blaine, On June 5, 2024, the Board of Supervisors took action on the above noted Zoning Map Amendment on Tax Map Parcel Numbers 046000000028AO;04600000002860;04600000002810;046000000028JO;046000000028KO; 046000000028EO; 046000000028FO and 046000000028LO in the Rivanna District. The Zoning Map Amendment was approved by the Board's adoption of the attached Ordinance No. 24-A(11). Please be advised that although the Albemarle County Board of Supervisors took action on the project noted above, no uses on the property may lawfully begin until all applicable approvals have been received and conditions have been met. This includes: • compliance with the approved ZONING MAP AMENDMENT; and • approval of and compliance with a SITE PLAN. Should you have questions regarding the above -noted action, please contact me. Sincerely Rebecca Ragsdale Planning Manager Cc: Scott Collins Collins Engineering scott(@collins-engineering.com Dominion Realty Partners, LLC 101 N. 51h Street, Suite B Richmond VA 23219 mcamubell(@dru-Ilc.com Peter Zoulis & Cythia Zoulis 8309 Colebrook Rd Richmond VA 23227 WWW.ALBEMARLE.ORG 401 McIntire Road, North Wing, I Charlottesville, VA 22902-4579 FA LO L R 1 1 p, n1 y V County of Albemarle Community Development Department - Planning 1 LRCINV� June 27, 2024 Steven Blaine Woods Rogers Vandeveer & Black 123 East Main Street, 51' Floor Charlottesville VA 22902 s t eve n. b l a i n e0wry b l aw. co m Rebecca Ragsdale rra esda IePa Ibema rle. ore Telephone: (434) 296-5832 ext. 3226 RE: SE202300044 Holly Stepback Ste back Waiver Action Letter Dear Mr. Blaine On June 5, 2024, the Board of Supervisors took action on the above noted Special Exception on Tax Map Parcel Numbers 046000000028AO;046000000028BO;04600000002810;046000000028J0;046000000028KO;046000000028EO; 046000000028FO and 046000000028LO in the Rivanna District. The Special Exception was approved by the Board's adoption of the attached Resolution. Please be advised that although the Albemarle County Board of Supervisors took action on the project noted above, no uses on the property may lawfully begin until all applicable approvals have been received and conditions have been met. This includes: • compliance with the approved SPECIAL EXCEPTION. Should you have questions regarding the above -noted action, please contact me. Sincerely, Rebecca Ragsdale Planning Manager Cc: Scott Collins Collins Engineering scott@collins-eneineerina.com Old Palmyra Hotel LLC 2121 Wisteria Dr Charlottesville VA 22911 Frances B. and Willard Howard Birkhead Family Trust 1312 B East Market St Charlottesville VA 22902 WWW.ALBEMARLE.ORG 401 McIntire Road, North Wing, I Charlottesville, VA 22902-4579 ORDINANCE NO. 24-A(11) ZMA 2023-00012 AN ORDINANCE TO AMEND THE N N ZONING MAP FOR 1 PARCELS 04600- 0- - - - - - - 0 00 028A0, 04600 00 00-028B0, 04600-00-00 028T;0, 04600 00 00-028F0, 04600-00-00-02810,04600-00-00-028JO,04600-00-00-028KO, AND 04600-00-00-028LO WHEREAS, an application was submitted to rezone Parcels 04600-00-00-028AO, 04600-00-00-028130, 04600-00-00-028E0,04600-00-00-028F0,04600-00-00-028I0,04600-00-00-028JO,04600-00-00-028KO,and 04600- 00-00-028LO from R-1 Residential to Planned Residential Development (PRD); and WHEREAS, on April 9, 2024, after a duly noticed public hearing, the Planning Commission recommended approval of ZMA 2023-00012; NOW, THEREFORE, BE IT RESOLVED by the Board of Supervisors of the County of Albemarle, Virginia, that upon consideration of the transmittal summary and staff report prepared for ZMA 2023-00012 and their attachments, including the Project Narrative last revised December 18, 2023 and the information presented at the public hearings, any written comments received, the material and relevant factors in Virginia Code § 15.2-2284 and County Code § 18-19.1, and for the purposes of public necessity, convenience, general welfare, and good zoning practices, the Board hereby approves ZMA 2023-00012 with the Project Narrative entitled "Holly Hills Zoning Map Amendment Application Narrative," last revised on December 18, 2023. I, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County; Virginia, by a vote of six to zero, as recorded below, at a meeting held on June 5, 2024. Clerk, Board of County Supervi rs Aye Nay Mr. Andrews Y Mr. Gallaway Y Ms. LaPisto-Kirtley Y Ms. Mallek Y Ms. McKee] Y Mr. Pruitt Y RESOLUTION TO APPROVE SE2023-00044 HOLLY HILLS STEPBACK WAIVER WHEREAS, upon consideration of the staff reports prepared for SE2023-00044 Holly Hills Ste back Waiver and the attachments there including p to, r c ng staff s supporting analysis, any comments received, and all relevant factors in Albemarle County Code §§ 18 4.19, 18 8.2, and 18-33.9, the Albemarle County Board of Supervisors hereby finds that the proposed waiver: (i) would be consistent with the intent and purposes of the planned development district under the articular circumstances and i I other p satisfy all o e applicable requirements of County Code § 18-8; (ii) would be consistent with planned development design principles; and iii would not adverse) affect the public health safe ( ) y p Ty, or general welfare. NOW, THEREFORE, BE IT RESOLVED that the Albemarle County Board of Supervisors hereby approves a special exception to waive the 15 foot stepback requirement of County Code § 18-4.19.5 on Parcels 04600-00-00-028A0 - - - 2 4 0 00 00 0 600 00 00 028E0 04600-00 00-028F0 04600 00 00- , 0460 8B0, 0 , , 028I0,04600-00-00-028J0,04600-00-00-028KO,and 04600-00-00-028LO. I Claudette K. Bor ersen do hereby c r i g y e t fy that the foregoing writing is a true, correct copy of a Resolution dui adopted b the Board f 0 o Supervisors of Albemarle County, Virginia, b a vote of six to zero Y P Y P 1 — —, tY B Y as recorded below, li at a Toeetin held on June S 2024. Clerk, Board of County Supervis Aye Na Mr. Andrews Y Mr. Gallaway Y Ms. LaPisto-Kirtley Y Ms. Mallek Y Ms. McKee) Y _ Mr. Pruitt Y _ i�II II - RIGHT IN/RMEFT OUT I NGRE I I I I & EGRESS AT ROUTE 29 INTERSECTION I (INTERSECTION ISAPPROX 650'SOUTHOFS.HOLLYMEA DRIVE INTERSE(TION) I I ROUTE 29 LEGEND: PROPERTY LINE -� UNITS OF AID STREAM BUFFER EXISTING MANAGED SWIPES — EXISTING PRESERVED SLOPES ® PRESERVED SLOPES TO BE IMPACTED (0.83 ACRES) 111111.190004 PROPOSED PUBLIC STREET NETWORK I.11.111.1111 HE PEDESTNAN/BICYCLE/EMERGENCYACCESS ACCESS EASEMENT/FlINRE PUBLIC R.O.W DEDICATED APARTMENT BNLDING & PARKING ENVELOPE TOWNHOUSE/CONDO SLIMING &PARKING ENVELOPE ® TRAVELWAY ® RECREATIONAL AMENITY AREA COMMON OPEN SPACE STORMWATER MANAGEMENT FACILTY — 20' PERIMETER UNDISTURBED BUFFER LEE PERIMETER IANOSCAPING BUFFER ROUTE 29 BUFFER (100' WIDE) — CNBG B PRDIRNE TRAILWAY M 10' ASPHALT SHARED USE PATHWAY � �NERANCE IDMXVEMENiSSXNlXesuLEEFTOY➢OTAxOcauxnREwEwAVO / AEERDA¶ S.ROMXGOFTIETMVEE W O INEMPROLFM OXTIEAPPLKATIOx P1Ax. MEPMENT AII°XSSIMLLBECE,ERMINEO WIFNM ONSPNO BE flNALEDERSID O ECEVELOR.IFM. 3. PELES@LW ELSPESI%5 /NDPAINNAVSAAE NClUDED WIIHINiNEBIMIDRKAXD PARXINGEHYELOPFS TI N F y XOT.TIE LIXAigNSOFTXE&xERAIXSAREAEPROpMI.IE LXEFlHKIIXAAdE ENTER EN CE xuLeE°EFERMNEDwm ERx SMF FORKEDe PMM .. 5 . AllPROPOSEDRETAMMENTS, M & ASTANICOMPLY'MTI NOTE EEDWFEETINING HOBUL➢MG REOUIREMEXR. RETUNING WIILGSNALLMiF%CEEDV R£FIX E • R IN .HU OLaaFUDDUM3TRsIWeELUTDWANARE 0RTHROiXEDEVELDiNdEOOKES xDVDunLLV OWNED UNITS OATGAOH➢OYLN6MRTEWHIS HAETN°MDUATRASHCCMUNEEMRU 0 PE IM R YNMMACEX MMPSTERWO ONFgITRAS.SERVICES. i . ADECOH,TME FENCESHALLBEINSTAUDAMUNDTIESWMF LO LO DON N TXEPRDPFNIY.THEFACIUIYIMYBEMODFIED, RED.ORENI GEDFORTM B FEE BU6FTMEPRMEET NuEo'µNDTAUWUMI�sUMoO.'E> mM R2a,AAY1EWRLEWUMDDTODSD EONREMEN S B. TIEAPPUV.TpN NAH SHOWS PS, ACRES OF WPACTSTOTNE EVSTING PRESERVED ROUTE 2 WPERIMETER SI_CES ON THE PROPERTY FOR THE PORLC ROADWAY COXNECTaxST@OUGNTE SITE. E MANT SAREA,AREL-USTRATEDROMTHE RED HATCHING. 1 BUFFER UNDISTURBED g. S,REAM BUFFS SSRULBEMFISYREOuRFEEFFRGMTHETOPOFTHESTRFAMeWP I100'WOE BUFF BUFFER STREAM HAS EHUL BE HELD KRMD DYRxGTHE SITE PUN PROCESS TO ENSURE O� L MRKNGMR SAUDOTIERBYWINGIMMR ENRA NOPROPOSEOWTI STRME.EFERARFA ,a.„ LUDOPos�EMERGEN HERMDOFTIEMEMR MM CDNN EP HIN,SN.V1 URrvENcuw AIRAN, MRTHANDURING TGFFKROM USING TIEROAOWAYCONNECI'FIµ DT1ERTNXOUP NGEMERGEXO BUILDING& TMP 46-28G PARKINGTMP 46-28 gi SNOW, JANICEL ENVELOPE#1 E, WENDALL F, ET AIS �E D.B.4I8, PG.440 CAD END €SPROUSE INST 3.22 ACRES -- _J #:202300000093� A I o � �o ❑ Q LOCATION OF VEHICULAR OADCONNECTIONTO \ y TMP 46-28H TMP 46-28H EX. MANAGED AMENITY (30' ACCESS EASEMENT) COLVIN, WENDY ANN, MEUSSA MAE FIR, WENDALL F 0 SLOPES (TYP.I SPACE#1 SPROUSE, JOYCE LAWSON C/O 1.03 AC MIN. / INST•; 02300000834\ 735 ACRES I*PROPOSED^ BIKE MCIE$ MP.1 s /� \ BUILDING & PARKING ENVELOPE#4 STREAM ♦♦ RE TRANSITSTOP --`• BUILDING & ♦♦-- PARKING III, '� ENVELOPE#2 BPno DIKE pG AM NIIY ♦ 1j1 IT EXPAND9p PROPOSED SPACE #2 ♦ ♦♦♦91�1.. FAAUTY I fRP.� 0.37 AC MIN. ♦BIN, t**4 TRAVILLWAT PROPOSED BIKE ROOM c BUILDING & ME.) / PARKING 1W ASPHALT ENVELOPE#3 MULTI-PURPC COMMON TMILWAY OPEN SPACE A PERENNIAL 8.2 AC MIN. - T TMILWPRIMITI IN WITHIN NTR�, _ OPEN OPENS, `,'ROPOSED TRIP 46.2M1 100' 1 I WOOD PROPERTY r, STREAM BUFFER LTYPJ L INVESTMENTSLLC —J D.B.3878, PG.380 INTERMITTENT PERENNIAL STREAM` STREAM L'LUR MP"-109 ARCHER NORTH LLC INST. #:202300DON98 UNDISTIRBEDNATURALCONDITIONANDUN C,UPIED BY BUILDING LOTS,STRUCTURES, STREER,ORPARKNGLOR, IXCEPF GRAPHIC $CAGE N AGMEWMSESPECIFIMLYPRONDEDINMECWNIYZO1% 100 0 50 1N ORDINANCE, SECTION A 4.7. NOTE THAT ONLYBo160FTHE MINIM UMOPEN SPACEMAYBENLWATEOON PRESERVED SLOPES AND U DEVOTEDTO STORMWATER MANAGEMENT FACILITES, UNLESS THE FAOLOY 15 INCORPORATED INTO A PERMANENT PWO, LAKE, OR OTHER WATER FEATURE DEEMED TO CONSTITUTE A ( IN FEEf ) DESIRABLE OPEN SPACE AMENITY PER SECTION 264.9CMAL 1 LOAD - 100 IL SWM FACILITY BOX BOUNDARY PROPOSEDALIGNMEW OF ARCHERAVENUETO ASHWOODBOULEVARD (PART OF ME ARCHER NORTH (RST)DEVELOPMENT PUN) BUILDING & PARKING ENVELOPE#5 1 1 1 1 1 • TMP 4682-02-A HOULYMEAD CITIZENS ASSOCIATION INC. D.B. 640, PG.026 1W PERIMETER UNDSCAMNG. BUFFER(PORTION OF REAR_ LOCATION OF POTENTIAL INTERPARCEL VEHICULAR PORI CONNECTION TO TMP 46-28G (UPON THE DEMAND OF THE COUNTY) — DONATION OF POTENTIAL INTERPARCEL VEHICULAR ROAD CONNECTION TO TMP 4 2811 WITH W PUBUC RIGHT OF WAY (UPON THE DEMAND OF ME COUNTY) \ VI(3NTTY MAP '^ ON J q Fg, pp Z Za 3 W r W p a ul w Z k ¢ _ 0 W0 4 NN. SCALE: 1' IS 2000' Z _ h T,ON/OF / 3�• P 4662-02- HOLLYMEAD CITZENS J w 0 BRIER A / J PEDEST B. ICY NN ON ASSOCIATION INC. D.B. 640, PI 11.1 w TO ER NE \ / W PERIMETER UNDISTURBED ' \/v BUFFER 20 ASPHALT - AIR EMERGENCY ACCESS ROAD BUILDING & f' 1841#8111 PARKING ENVELOPE#6 1 V1�1 111j IIIIIw111 = PROPOSED C DIKE FIBERS I'D AMENI Ar♦ 1j1j11F SPACE#3. .� U, zooe i 1 BUFFER lIHIAM 'y PROPOSED BIKE RICKS TTYP.) 50-FUURE _ PERIMETER CD PROPOSED100' RIGHT OF WAY ESCAPING BUFFR(PORTION 171.1 Q TEAM BUFFER ITYP.) OF YARD 2: Z S K) CL O CC F �v W Z M Z N N 5 I] \ PRESERVED � 0. J Of SLOPES rfYPJ Q Z Of I: PERENNIALSTREAM o w Z Z METER W X W U a '� UNDISTI RBED d Q —__ BUFFER TMP4165-11-Al 1 f is J ' --- FOREST LAKES SOUTH 0 W Q Q i1: TOWNHOMES COMMON AREA W LU Z r D.B. 2009, PG.114 O EXISTING P PRESERVED �yJ Z Q ?-I EX. IXPRESERVED 3 Q STAPES (TYP.I SLOPES DEVELOPMENT WITH THE DEVELOPMENF SG Z O Z �Ac PROPOSED BIKE DIKE RACKS BUILDING& _ i PARKING ENVELOPE #7 - J O M B 10' PERIMETER A DATE F LANDSCAPING • BUFFER SEPTEW R 18, 20M REARYANON i OFRURYMO _ • SETBACK) S"��- LOOF VEHIU0. • ROAD CONNECTION ROADC11 i ARCHER AVENUE 1"=100 SHEET 1 OF 4 GENERAL NOTES BUFFERS&LANDSCAPING: 1. ROUTE 29 BUFFER: A1W' WIDE FORESTED BUFFER SHALL BE MAINTAINED ALONG ROUTE 29. A3W PORTION OFTHE BUFFER(ADIACENTTO THE DEVELOPMENTAREA) MAY BE DISTURBED FOR GRADING OWNERS: D4600-co-o"28A0 o4600-cm-W-OxBB0, 04600R`DOoo028100, WITHIN THE DEVELOPMENT, AND SHALL BE REPLANTEDWITH AMIXTURE OF DECIDUOUS AND EVERGREEN SHRUBSANDTREES IN ACCORDANCE WITH ALBEMARLE COUNTY ^ ZOULIS, THERAPHIA CYNTHIA& o4600-Oo-W-O28Ko,&04600-00-00-028JO STANDARDS FOR BUFFER PLANTINGS. THE BUFFER MAY BE REDUCED OR MODIFIED IN THE LOCATION OF ME MISTING VDOT STORMWATER MAWIGEMENT FACILITY. LANDSCAPING Z PETER A BIRCKHEAD FRANCIS B & WILLARD HOWARD WILL BE ADDED AROUND THE SWM FACILITY AS PERMITTED BY COUNTYVDOT AND DEQ REGULATIONS. 8 COLEBROOK ROAD BIRCKH ETAL Sag FAMILYMARKET 2. SO' PERIMETER UNDISTURBED BUFFER: Am' NATURAL UNDISTURBED BUFFER WILL BE PROVIDEDALONG THE EASTERN AND NORTHERN BOUNDMIESADJACENTTO THE EXISTING HOLLYMEAD AND G AS CHARLOTTESVILLE,VA aagoz 13aa-B EAST MARKET STREET FOREST ASSHOWND NETERBU MAT WOODED SHALL BEES L� CHARLOTTESVILLE,VA aagoz SAN. GPLANTEDANO WITH MDCrU EOFD EVERGREEN SHRUBS INACCORDANCE Wrr FILE SCREENED WITH STANDARDS FOR BUFFENITTO PLANTINGS. WERN W 46 - LANDS APING BUFFER SHALL BE DOME DALONGADJAC 3.20'PERIMETER LANDSCAPING BUFFER: AN ADDITIONAL w'LANDSCAPING BUFFER SHALL BE PROVIDED ALONG THEEASTERNAND NORTHERN BOUNDARIESADIACENTTO THE EXISTING HOLLYMEAD R: AN ADDITIONAL AND NORTHERN BOUNDARIES W N 0a28Lo 04600--oax8Eo 04600-oa-0o-o28Fo& a4600-ao-o-wo- AND FOREST LAKES NEIGHBORHOODS, AS SHOWN ON THE APPLICATION PUN. THIS BUFFER WILL BE ADJACENTTOTHE2o' PERIMETER UNDISTURBED BUFFER. THE1o'LANDSCAPING Z j OLD PALMYRA HOTEL LLC WALL, REBECCA BUFFER MAYBE WITHIN THE REAR YARD SETBACKS OFTEE DEVELOPMENT. GRADING AND RETAINING WALLSARE PERMITTED WITHIN THE LANDSCAPING BUFFER AREA. FENCINGMAY w LANEALSO LO,VA2 BE INSTALLED WITHIN THE LANDSCAPING PERIMETER BUFFER BETWEEN THE PERIMETER LANDSCAPING BUFFER AND THE PERIMETER UNDISTURBED BUFFER). ALL BUFFER ( I CHARLOTEESVILL, WA NESB CHARLOTTESVILLFy VA xagss WAYNESBORQ VA ngBo GS IN THIS AREA SHALL BE A MIXTURE OF DECIDUOUS AND EVERGREEN PLANTS AND SHALL BE PUNTED IN ACCORDANCE WITH ALBEMARLE COUNTY STANDARDS FOR t� y BUFFERPLANTINGS. BUFFER W0 DEVELOPER: STONER POINT DEVELOPMENT GROUP & LLC TO CURRENT ANSI LANDSCAPE BUOCESS.GRADNG RESPONSIBILITY NOTE: ALL PLANTINGS OF WILL BE FOR NURSERYSTOCK.AGREEMENTS Z ETTSTRE,VA22TEO Soi FAYONR&ALE STREENERS STREET, SURE aoD TEEASESTANDARDS DEVELOPER,ANDCAPINGRUFFER SEAS NTENANCUTIE29UFFER SHALL BE WIT EVWILL OPER, AND !MALBE RECORDED USING SITE BEALLONDSCAPHINTHE W " CHARLOma CHARLOTTESVILLE, VA22go3 RALEIGH, NC 37fim RALEIG,FIC26 AND WALLS (THIN HE PERT ANDWMIN 30 MAYBE INSTALLED PERIMETER LANDSCAPING PERIMETER LANDSCAPINOSSINRAREAS ANDWRNITHINOFTHE BUFFER. UTILITIES REAS. WFFERSSYBE (MEET TE STANDARDS ALL BUFFER AREA UTILITY CROSSINGSARE PERMITTED WITHIN THE PERIMETER UNDISTURBED BUFFERAREAS. ALL BUFFERSSHALL MEET THE STANDARDS IN SECTION 3x.7.9.70FTHE THE N ENGINEER: COLLINS ENGINEERING ALBEMARLE COUNTYZONING ORDINANCE. Y 200GARRE7TTSMEET,SU[rEK COMMON OPEN SPACE.s% OPEN SPACE SHALL BE PROVIDED WITH THE PROJECT. COMMON OPEN SPACE SHALL INCLUDE THEAMENITYAREAS, GREEN SPACE, ANDTHEBUFFERSAROUNDTHE ? ED CHARLOTTESVILLE, VA 22902 PERIMETEROF-THEPROJECr. PEDESTRW/PATHWAYSMAYBEINSTALLEDTHROUGHOUTTHEGRUNSPMEMR S. THEARNERECREATIONMR ENWSIONGRASSFlELD5,TOT LOTSADOGPAR FIRE PIT AND RMEETIN MAM CC SPACES. ALLENITIESSHALLBEDUERMINEDWITHTHERNALSITEPLANMDINACCORDMCEWITIHSECTION .a60FTHE J TAX MAP &ZONING: 46-28A(S.o9 ACRES) 46-286(2.97ACRES) 46-28E(2.61ACRES) 46-28F(1.27ACRES) ALBEMARLE COUNTY CODE. NOTE, AMENITIES MAYBE SUBSTITUTED TO MEETTHE RECREATIONAL REQUIREMENTS. ALL PROJECTAMENMES MUST BE COMPLETED PRIORTO 50% OF DU D.B.6 o PG. W.B.1=8 PG. D.B. PG. D.B. 6 PG.6 a 5, 907 719 519M 4 3 ui9 93, PROPOSED SPACEAREAS PHASESTO FOR IJ � Ra RESIDENTIAL R-1 RESIDENTIAL R-a RESIDENTIAL R-a RESIDENTIAL ACCOMMODATE CONTROL METEVELPMENT. ACCOMMODATE ADDITIONAL RECREATIONALACTIVITIES, Ui1LITE5, STORMWATER MANAGEMENT, AND EROSION CONTROL MEASURES, AS NECESSARY FOR THE DEVELOPMENT. 1 , V 46-281(1.63 ACRES) 46-281(23.B4 ACRES) 46-z8K(2.53ACRES) 46-28L(D.881ACRES) AFFORDABLE HOUSING: AMINIMUM OFIS% OFME TOTAL RESIDENTIAL UNITS WILLBEAFFORDABLE AS OUTLINED BELOW: W.B.128, PG. 729 W.B.=8,PG.719 W.B.]2Q PG. rig D.B. 4693, PG. 642 FOR -RENT AFFORDABLE DWELLING UNITS: Ra RESIDENTIAL R-1 RESIDENTIAL R-a RESIDENTIAL R-1 RESIDENTIAL A. RENTAL RATES: THE NET RENT FOR EACH RENTAL HOUSING UNIT WHICH WILL QUALIFY AS AN AFFORDABLE DWELLING UNIT 'FOR -RENT AFFORDABLE DWELLING UNIT- WILL NOT EXCEED HUD'S ( ) ®H4 AFFORDABILITY OF PERCENT OF THE OME or MAKINGS Bo%OFCTHE ASED MPDMNINCE TIME TOTIME),IN AS DETERMIHE BY HUDTERM Q A TOTAL PROIECTAREA: 3o.8nACRES ARTHIRTY PE EACH SUBSEQUENT THE MONTHLY NET DWELLING SUBSIEQUETCALEDFOR FOR-RENTMAYBE THAT RENTF AFFOUSEHOLDORDABLE THREE %. THE TERM 'N r-RE E DWELL( C3 I FORRENTON SFO NOT IN LUDETEEAR TIERS FEES. T EMENIF RENTS SUCH DWELLING UNIT$MAYNOTEXCEED THE RENT DOESNOT HOMEOWNERS HAT THERENT$FOR SUCH UNITS M Y NOT HOMEOWNERSERIOD ASSOCIATION FEES. REQUIFOLLOWING PROPOSED ZONING: PLANNEDT(PRO) ESTABLISHED IN HIS SECTIUTTILMON WILL TH THE MAXIMUM RENTS IN THIS SECTION WILLAPPLY FOR OFTEN 10 YEARS FOLLOWING THE DATE THE CERTIFICATE OF OCCUPANCY IS ISSUED BY ME COUNTY FOR EACH FOR -REM ( I OCCUPANCY 15 ISSUED E: MENTIALDEVELSHALL NOTE: TIE PROPERTIES SHALL SILL COMPLY WITH EXISTING ZONING OVERLAY DISTRICT$- MANAGED AFFORDABLE DWELLING UNIT ORUNTILTUEUNITS ARE SOLO AS LOW OR MODERATECOST UNITS QUALIFYING AS SUCH UNDER EITHER THE VHD FARMERS HOMEADMINISTRATION OR HOUSING MD A SLOPES OVERLAY DISTRICTPRESERVED SLOPES OVERLAY DISTRICTENTRANCE CORRIDOR OVERLAY ' URBAN DEVELOPMENT (TIN ) B E"AFFORDABLETERM'. DISTRICT, & AIRPORT IMPACTAREA OVERLAY DISTRICT. MY B. CONVEYANCE OF INTEREST: ALL DEEDS CONVEYING ANY INTEREST INTHE FOR-RENTAFFO ST. ALL EDSCOVE CONVEYING DWELLING UNITS DURING THE AFFORDABLETERM WILL CONTAIN LANGUAGE RECITIN UNIT A CON RING MUCH IS SUBJECT TO THETERMS OFTHIS SECTION. IN ADDITION, ALL CONTRACTS PERTAINING TO ACONVEYANCE OFANYFOR-RENTAFFORDABLE DWELLING UNIT, OR ANY PARTTIEREOF, DURING THE TOPOGRAPHY: BOUNDARY SURVEY PREPARED BY LINCOLN SURVEYING IN AUGUST, 2o23. FIELD VERIFIED BY COLLINS AFFORDABLE TERM WILL CONTAIN A COMPLETE AND FULL DISCLOSURE OF THE RESTRICTIONS AND CONTROLS ESTABLISHED BY THIS SECTION. AT LEAST THIRTY (3n) DAYS PRIOR TO THE CONVEYANCE OF ENGINEERING IN AUGUST, 2oz3. TOPOGRAPHIC SURVEY IS FROM ALBEMARLE COUNTY GIS DATA SURVEY. ANY INTEREST IN ANY FOR -RENT AFFORDABLE DWEWNG UNIT DURING THE AFFORDABLE TERM, THE THEN -CURRENT OWNER WILL NOTIFY ME COUNTY IN WRITING OF THE CONVEYANCE AND PROVIDE � O THE NAME, ADDRESS AND TELEPHONE NUMBER OF THE POTENTIALGRANTEE, AND STATE THAT THE REQUIREMENTS FOR u C. REPORTING TERM a DAYS OF RENTAL R EACTIONHAVEBEENSADAUBLE ME WITHIN Q) FOREACHFOR-HOWS FORDABLE DWELLING UNIT THE APPLICANT DURINGOUSING OFFICE a WW DATUM: NAVDa 8 98 ER O WILL OMDE A OMERENTAL FOR A HSUCH UNIT RATE FOR ITS THE NTTS 2 BE WILTRENTEDTHATSHOUNTHERENTAL AFFORDAASTER SUCCESSOR WILLPROVIDETOTHECOUNTY,IFREQUESTED,ANVREPORTS, COPIES OF RENTAL OR RENTAL ADDITION, DURING THE AFFRDBLETER,THEAALICANTOR RENTAL OR ZEAL AGREEMENT. INNADDIERTAI DURING REPORTS, O Q BURIAL SITES: NO KNOWN CEMETERIES ON THE PROPERTIES COURRPPLICAHEASON55UCCEUIR LEASE AGREEMENTS, OR OTHER DATA PERTAINING TO RENTAL RATESASTHE COUNTY MAY REASONABLY REQUIRE AGRLEASEAGRROTHE. RE FOR -SALE AFFORDABLE DWELLING UNITS: GROSSJNEr DENSITY: OVERALL GR0558 NET DENSITY CALCULATIONS (BASED ON THE ALBEMARLE COUNTY GIS COMPREHENSIVE PLAN HOUSING REQUIREMENTBYCONSTRUCTING AFFORDABLE DWELLING UNITS. FOR PURPOSES OFTHIS SECTION, 'AFFORDABLE DWELLING UNR'SHALL MEAN ANY N U N MAPS): UNITAFFORDABLE TO HOUSEHOLDS WITH INCOMES LESSTHAN EIGHTY PERCENT(Bo%)OFTIIE AREA MEDIAN INCOME (AS DETERMINED FROM TIME TO TIME BY THE ALBEMARLE COUNTY COMMUNITY 0 ,may PRIVATE OPEN SPACE (ZERO DUB: 20.z ACRESzo DUA=o UNITS MIN.&MAX. 91 (Z ) ( ) DEVELOPMENT) SUCH USING[ CONSISTING E DON EXCEED TBRTYPER ENT OFTHE RA O O COSTS CO 5 G 5 C NOT C C GROSS T) 4 (Pm iw%) INTEREST, REAL EFORSUCH O URBAN DENSITY DENSITY RESIDENTIAL 6.m- UNITS ACRE z2o. ACRES=1z UNITS (MIN. )& BUNITS(MAX.) ( 34 / ) 53 3 ( ) 6g ( ROVI VENTS ALL ABLEONITSBE MORE PROVIDED,L AFFORDABLE HOUSING FORME IA z .. OVERALL ALLOWABLE DENSITY: 123 UNITS (MIN.)&698UNITS (MAX.) DEVELOME;PROUTHO,ITY(VHA) MAXIMUMSVES PRICE JLONSTRUTING FIRST-TIME HOMFORDABLEGRNISATTE BEGINNINGOFEPERCENT(65EROFTHEAPPLICABLEVIALRB OANLI IT FOR AUTHORITY(VHDNMAXIMUMSALEREIN > EB AND SELLING OWNER OF MEMRP.THE OWNER SHALLIMPOSEBYCONTCHSTHEQUENT SIMUTY UNITS TNING SUBSEQUENT TY OWNERGUMLL IMPOSEO OR OWNERTH DEVELOPERALLEFER m TOTAL PROPOSED UNITS WITH REZONING:32o(MI UNITS (MINIIIUNITS (MAX.) WNER(HEREINOFCONSTRUCTING UCCEETHE THEOROABTITONSFTHEOWNER UNDER THIS DEVELOPER(S)SHALL SUCCEEDTO THEOBLIGATIONS OFTEEOWNERUNDERTHISSECTION;AND THE'OWNER'SHALL REFER TO TO TOTAL PROPOSED GROSS DENSITY':Da QUA (MIN.)&13DUA(MAX) SUCHHG OWNER).SUCHOR DEQUENTOWNER(S)ANDIOR SUCH SUBSEQUENT AS APPLICABLE. TOWN(S) RIC TOTAL PROPOSED NET DENSITY:2 DUA MIN. &xa DUA MAK EACH TRACKING EACH SITE PLANS WILLDESIGNATE THE AFFORDABLE UNITS ONTHE PLANKS). WIANDIORDAI ME AFFORDABLE () N( ) ALLOWABLE USES: THE SHALL SECIION FORCE IRE OFTHE NOTES: FOR THE MDCT ANGLEFAMILYALBEMARLE COUNTVZONING ORDINANCE FORAPRDDISTRICT.THERE20NING PROPOSESAMIXTUREOFSINGLE FAMILY COUNTPERMITTED ZONING 1. THE PROPERTY SHALL BEDEVELOPED INGENERALACCORDWTTIi THE KEY FEATURES OF THIS APPLICATION PLAN. MINOR VARIATIONS FROM THIS PLAN ARE PERMITTED, INACCORDANCEWITH ATTACHED (TOWNHOUSE)UNITS MULTI -FAMILY CONDOMINIUMS AND MULTI -FAMILY APARTMENT UNITS. ' F ALBEMARLE COUNTY ZONING REQUIREMENTS AND REGULATONS. z. EXACT LOCATION OFTRAVELWAYS AND ROADWAYS SHALL BE DETERMINED WITH THE SITE PLAN PROCESS. PARKING: PARKING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 18.4.12 OF THE ALBEMARLE COUNTY ZONING 3. ALL TREES SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION OR BY ME APARTMENT COMPLEX MANAGEMENT SERVICES. ORDINANCE 4. ALL ROADWAYS AND ROADWAY FRONTAGE IMPROVEMENTS SHALL BE SUBJECT TO ALBEMARLE COUNTY AND VDOT REVIEW AND APPROVAL MODIFICATIONS AND CHANGES TO THE ROAD FRONTAGE Q IMPROVEMENTS PROPOSED WITHIN THE APPLICATION PLAN MAY BE IMPLEMENTED AS REQUESTED BY THE COUNTY AND VDOT DURING THE REVIEW AND APPROVAL PROCESS. m w FIRE&RESCUE: THE PROJECT SHALL CONFORM WITH THE ALBEMARLE COUNTY FIRE AND RESCUE REGULATIONS FOR FIRE S. INTERIOR SIDEWALKS FOR THE PEDESTRIAN NETWORK THROUGHOUT ME DEVELOPMENT SHALL CONNEU ME COMMON OPEN SPACES PROVIDING A PEDESTRIAN NETWORKS THROUGH MEPROTEC O$� TITHE SITECTIONIFTH OF 1 DRIVE LANEADIACENTTO EACH HE LDINGS ANDACCESSFOR DEVELOPMENTAS SHOWN ONTITEAPPLICATION PLAN. THE SIDEWALKS AND PATHWAYS SHALL MEET VDOTAND ALBEMARLECOUNTY STANDARDS. SHALL BE26'IION WIDTH FOR FIRE PROTECTION IFTHE BUILDINGS ARETALLERTIUN 3o FEET IN NEIGNTTO THE SAVE IN HEIGHT 6. THE PROPOSED OPEN SPACE AREAS MAYBE EXPANDED DURING TIE DESIGN PHASESTO ALLOW FOR ADDITIONAL AREA TO ACCOMMODATE UTILITIES STORMWATER MANAGEMENT AND EROSION OFTEE OOPS. OFTEE ROOFS. CONTROL MEASURES, AS NECESSARY FORTHE DEVELOPMENT. 7. UTIUTIES, INCLUDING BUT NOTUMUEDTO WATER, STORM SEWER,S,WRARY SEWER UTILITIES, MAY BE INSTALLED WTTHIN ME BUFFERAREAS AND OPEN SPACE AREAS ON TINE PROPERTY. SIGNS (APPROVED BY THE ARCHITECTURAL REVIEW BOARD) AND RETAINING WALLS MI BE PLACEDJCONSMUCTED WITHIN THE BUFFER AREAS AND OPEN SPACES. GRADING IS ALLCH EDWTTHIN ALL BN-1 UTILITIES: COUNTY WATERAND SEWER OPEN SPACES AND BUFFER AREAS. UTILRIESAND GRADING WILL BE LIMITED WITHIN THE zo' UNDISTURBED BUFFER ALLOWING ONLY UTILITY CROSSINGS THROUGH THE UNDISTURBED BUFFER AREA. r; " "'S' WATERSHED: SOUTH FORK RNANNA RIVER WATERSHED N O IpR PNWIa. PIINI" RMIITaI N STREAM BUFFER: too' WIDE) STREAM BUFFER EXISTON THE PROPERTY ALONG ANY PERENNIAL STREAMS -SEE SHEETS 2&3 FOR THE BRUDER R,w' OMMYB EMECATED ON LOCATION OF THE STREAM BUFFER. THESE BUFFERS SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE YMY NERM BY a Br•aE DN_B Z COUNTY WATER PROTECTION ORDINANCE. PARALLEL RAIDERS,IDI6.g NE LIFE. a � (V W v O F PRESERVEDIMANAGED SLOPES: BOTH PRESERVED AND MANAGED SLOPES EXIST ON THE PROPERTY -SEE SHEETS a&3 FOR THE LOCATION OF THE STEEP SLOPES. U, G. O E U Z LU FLOODPLAIN: THERE IS NO too YEAR FLOODPLAIN LOCATED ON THE PROPERTY PER FEMA MAP ID 51W3CO28oD DATED Z Q FEBRUARY 4,=0o5. IN ADDITION, THERE ARE NO STATE OR FEDERAL DAM BREAK INUNDATION ZONES LOCATED ON THE PROPERTY.e• zr u• ,. O N Lu i to W J INGRESS/EGRESS: THE ENTRANCETO THE PROPERTY IS PROPOSED ALONG ROUTE 29. IN ADDRION,THE SITE SHALL CONNECT TO EXTENDED ATTHE SOUTHERN BOUNDARY RUBIN THE NORTHERN •'�.,:`�—=�'�"""`L'° "B� :o�N=1• '� w•Frc-Frc O Z 7a W F BOUNDARY. THERE DEMER ENCYACCESS COO PEDE BOUNDARY'. ERBYLA APROPOSED EMERGENCYACCESS CONNECTION AND PEDESTRIAN)BICYCLE Z (!1 W LU CONNECTION TO DERBY LINE. TO SPRAY-IVW W W TYPICAL MRLX STBSAT SIMION - 60 • JWRLX ROAD R/A' It^ BUILDING HEIGHTS: THE MAXIMUM BUILDING HEIGHTSHALL BE4STORIES WITH A BUILDING HEIGHT NOTTO EXCEED 48FEET. ARIZA19B APBNUS C i NOTE: 2. APPURTENANCES INCLUDING PERGOLAS, TRELLISES, AND STAIRWELLS FOR ROOFTOPACCESS MAY O Lu EXTENDTO A HEIGHTOF S4'FOR THE ROOFTOP ACCESSORIES. ffi APPN 19"'VI' SPLBD J d Z 2. A SPECIAL EXCEPTION REQUESTHAS BEEN SUBMITTED WITH MISAPPLICATION FOR RELIEF OFTHE�e /sT:4rr rr'/ Lu Z STEPBACK REQUIREMENTFOR BUILDINGS THATARE GREATER THAN 3 STORIES OR 4o'IN HEIGHT. F W Q C Q W u2 Z SETBACKS: BUILDING SETBACKS: P),v E}L W S' MIN. & W MAX. FRONT YARD BUILDING SETBACK 1 L•—, LU 5' MIN. & NO MAX. SIDE YARD BUILDING SETBACK (W MIN. BUILDING SEPARATION) ~• 20 MIN. & NO MAX. REAR YARD BUILDING SETBACK - a _ PARKING SETBACKS: S'MIN. FREYARD PRKINGETBACSMACK 6'MIN. SIDE YARD PARKING SETBACK , �N�Rn,� 8°�, rwi00�� _4- 6' MIN. REAR YARD PARKING SETBACK 2r rA<FFT O S BUILDING ARCHITECTURE: BUILDINGSAND HOUSES SHALL INCLUDE AVARIETY OF ARCHITECTURAL MATERIALS AND COLORS, ERROR. - TYP/CAL /i/BI-V STBAIAT SACTION - 409' AUBL/C LNIAD R/,r DATE PORCHES, PROJECTIONS, AND OTHER ELEMENTS MATWILL CREATE A COHESIVE APPEARANCE AND WILL PROVIDE ARTICULATED FEATURESAND DETAILING TO ADD VISUAL INTERESTAND ELIMINATE BLANK WALLS. THE BUILDING ,„MAcuITm PAMTnAv¢wAr LOCAL PUBMV AYPAA4 SEPTEMBER18,2023 MATERIALS PALETTE SHALL INCLUDE BRICK AND HARDY PUNK, OR SIMILAR QUALITY MATERIALS. WYPN DA NSP6d0 ]ale PARA11F1 P/AMD FBENI BOLD FOmrMY EA YscFKe rrt% •ER MKaTm m Ba . NON'... Tu LIMY mar AR a EB' wk .-. SCALE STORMWATER MANAGEMENT: THE SITE DEVELOPMENT SHALL COMPLY WITH DEO AND ALBEMARLE COUNTY REQUIREMENTS FOR P.I.s•AOS AA A®. WATER PROTECTIONS, INCLUDINGWATER QUALITYANDWATER QUANTITY REQUIREMENTS. A SWM PLAN WILL BE NOTE: PERPENDICULAR TIMING SPACES ARE RNEVA15 N/A PROVIDEDWRH THE FINAL SITE PLAN FOR LAND DISTURBANCE. WATER OUAUTY AND WATER QUANTITY (IMWL (TMVB. PERKITTED ALONG TRAVBWAY. SHEET PRACTICESWILL MEET STATE REQUIREMENTS AND MAY INCLUDE A NUMBER OF BMP PRACTICES, SUCH AS ORREI MNq BIOFlLTERS, STORMWATER RETENTION PONDS, WATER DUALITY SWALES, PERVIOUS PAVERS, UNDERGROUND CROSS SECTOR: PRIVATE TRAVELWAYS 2 OF 4 DETENTION RAIN GARDENS WATER HARVESTING NUTRIENT CREDITS ETC. N.u. OF Y O SCOTT R. COLLINS U Lic. No. 035791 y 0 11 17 24 / / fv ss �c ti 10 NAL E G W on Z a U) O m d UE) J Z � � z " z Z W o g ILL. g O Z # W O .W�-I U') LITI J.Oz = Ln J Uu CIE!LL Z_ w Q Z Li W ¢ W WLn Ln a d Lu N N N h M IN, IN, C, O ,~\-I O .-H T--I VJ 0 INN_ M z ZN Q v aN. _ w 1 N (n WN O N Q z z 0 IN— I— q CL ZW J � w LU U —> U) x a w W H = J H a p Iq NMJ U zo� w Q z a W U w � 1 L.L Y O z w J _UlIN -IN w z Z) > O ZU) w N w W J 1 V J ~.N.11 W J � 0 IIIIIJ Q O 0 U O C) W F_ N U F_ W 0 H W Lu oC CL 2 Ln JOB NO. 232220 SCALE N/A SHEET NO. 2A 0 o _ a PHAU I ORC'HFR AX/F Pn\A/ nATLV �� rnRRr6 MORRis& Q� � ��� ~0 oa z I. AREA OF DEMOLITION \ maZMo DB. 80- - - 1 P. . 726 �1 In UP .m, LINE ARC CHORD BEARING RADIUS DELTA CHORD LINE BEARdVG DISTANCE D.B. 531 P. 307 PLAT 4 � TMP 46B2-02--38 OPEN SPACE N C1 6.28' N54'57'50"W 24,00' 15"00'00" 6.27' RW1 S47027'50'E 18.48' S. MECHAN DITT - DER / CJ� D.B. 3551 P. 3 ADDITION ONE 9y C2 88.39' S56°15'53"E 408.50' 12023'53" 88.22' RW2 S62°27'50"E 109.29' D.B. 531 P. 3O PLAT ERBY LAN SECTION Two � 1��„�.x �,�,,�„t ._. LL�„- S.R. 1528 ''HOLLYMEAD saes _ �"- - -- 2e-e- a� a -� ap C3 125.43' S36'25'22"E 406.50' 17°40'43" 124.93' RW3 S44'18'S6"E 34.21" Use RESIDENc[ LOT 39 N �`�" azr"F N"' aaa,n <o� _ o ° `OT 38 PUBLICR.O.W. /:- FOR PROPOSED \ �mN "� a>z�in a�ai°1 aN�� �" o a�wa o _ _. 9, o o °9 ° ADD�E 1 �. DITION ONE SCOTT R. COLLINS Z "-` ENTRANCE _ �' `1 o�z� �ao� �aQowF`YQ= Jow �m -__ ` s" `" ',. *" C4 212.18 S10 5955E 366.50 33°10'12" 209,23' RW4 S27 35'01"E 111.64 sEcnoN Two ,' ESTICK Two I � TMP 4682-02--A IMPROVEMENTS 1.-_ R N LANE --,..,---- - _ -- �' C5 18.4T 536.36;44„E 12.50' 84a23'5T, 16.79; Ho U HOLRLESIDENCE i ASSOCIATION, , INC. s v Lie. No. 035791 \ RWS S02'24'S9"W 12.00' LLYMEAD / HOLLYM TloN, INC. * \, C6 163.15 S69 53 59 E 524.50 17 49 21 162,49 -�_ --- - - ,-- - D B. 64O P 26 k7� 111.165 20 PRIVTWR.dW.j8B3�PG117) �. - - - RW6 S27.35'01"E 153.15' SSMHtk>.,", s�-s -- Ea ( #2DB 531 P. 307 PLAT O 11/17/24 ----- - • 258.159'- �-°� .. D B. 298 P. 470 (EX.B - -, \ - - C7 31.95' S59.14'36"E 524.50' 3°29'25" 31.95' RtM=a67.7a s s ssMH E. OPEN SPACE '6 3 N45' 44' 54.97"W D.B. 326 P. 91 (EX.SA) (Ex.7A) - - RW7 S8T35'01"E 6.93' - - "PYC N•,_EWER sue- RiM=466.�� \D. ( ( )> _ C8 24.27' N58°57'37"W 475.50' 2°55'27" 24.27' - - '1=-437.695. •� TOBEDEMOLISHED N43' 32' 02NG GRAVEL.08' D.B. 347 P. 10 (EX )A xEX 7 (Ex.7A) t ❑ RW8 S27.35'Ot"E 261.23' ONAL ,_.r I ;;,o D.B 347 P. 29 EX.5A EX7A ! C9 147.38' N69'49'O6"W 469.50' 17°59'07" 146.77' \` - RW9 S78'48'40"E 75,02'00 \ .. N43' 48"03.41"W EXI n ❑ 7 \ D.B. 414 P. 234 .5A) �� __ C10 104.84' S24.22'26"W 360.50' 16.39'48" 104.48' , < < - ,r 70 `?O D.B. 4s P. 47 x.8 Ex. ) (ExsA) (Ex„7A) RW10 S57°29'S3"E 18.86' \ `� 555 P. 56a x.8 Ex A) (Ex 7A) C11 13Z56' S39°47'S9"W 555.50' 14.11'17" 137.21' EXISTING FIRE HYDRANT r w T �� RW11 S32°30'07"W 49.00' C12 114.73' N39°19'S5"E 496.00' 13.15'09" 114.47' TO BE RELOCATED M TMP 46-28F y A RW12 N57°29'53"W 18.86' V /, C13 3 2.93' N 3042' 9" 301.00' 60°17'21" 72,80' 1.272 ACRES � � ) � ' TMP as-28c RW13 S58022'35"W 6.86' � ,.y„ O d C74 72.93' N33.42'39"W 341.00' 12.15'17" 72.80' TREE PROTECTION 't - � W.63 P. 492 PLAT RW14 N78°48'40"W 93.01' � - \ � s JAmcE show I C15 107.75' N53014'59'W 335.00' 18025'42" 107.28' FENCING (TYP.) D.B.B. 418 P. 440 C16 19.87' N81°26'17"W 30.00' 37.56'54" 19.51' RW15 S32'42'20"W 136.12' 3 EXISTING STRUCTURES •, USE: RESIDENCE - RW16 N32042'20"E 136.12' TO BE DEMOLISHED z e 11 ( D- DEMOLITION NOTES: � � \ TREE PROTECTION EXISTING LOT LINE - SLOPES TYP.) - RW18 N27.35'Ot"W 21 1.19' EXISTING MANAGED f RW18 N38°53'37"W 61.19' ?, a o o "_ FENCING (TYP.) - ^°c, RW19 N27.35'01"W 54.55' - PHASE III 1 TO BE VACATED (TYP.) // i. PRIOR TO DEMOLITION AND CONSTRUCTION, A FIRE PREVENTION PLAN MEETING MUST OCCUR AND A FIRE ( o ' �� RW20 N16.16'25"W 61.19' _ PREVENTION PLAN MUST BE SUBMITTED TO AND APPROVED BY THE FIRE MARSHAL. DEVELOPMENT %J a. ND UTILITIES NOT SHOWN ON THIS PLAN S49° 53 `36 t 5' E - - THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL UNDERGROUND RW21 N27°35'Ot'W 15195' J a - - I --a SHEET AND SHALL DEMOLISH ALL DISCOVERED UTILITIES AS REQUIRED. RW22 N55°33'09"W 2547'318 AREA a - 3. THE CONTRACTOR SHALL VIDEO AND INSPECT ALL SANITARY SEWER PIPES AND MANHOLES SLATED TO REMAIN TO RW23 N62T2T50"W 114.81' EXISTING OVERHEAD ELECTRIC `:. \ m m DI I I DETERMINE ADEQUATE STRUCTURAL INTEGRITY. IF EXISTING SANITARY SEWER IS DAMAGED, THE CONTRACTOR V) 81.78 TO REMAIN SHALL CONTACT THE ENGINEER. £4 O N °• 1n IN" 24" P 477.99 !NORTH T I - - E Ol 30" RCP 477.83 (SO u 4. THE CONTRACTOR SHALL EXAMINE THE STRUCTURAL INTEGRITY OF EXISTING STORM SEWER STRUCTURES TO s H N o EXISTING 42" MAPLE TO BE PRESERVED I TMP 46-28 C�m REMAIN AND REPLACE TOPS AS NECESSARY; THIS SHALL BE REFLECTED IN THE CONTRACTOR BID. U) J N a� TO BE REMOVED I S. BUILDING TO THE PROPERTYARNEAUN ESOS MARKED AS TO REDMAINDEMOLITION SHALL BE REMOVED FROM THE TREE PROTECTION LIMITS OF DISTURBANCE � ¢ ' EXISTING TREE 0.846 ACRES FOR U z z z do EXISTING LOT LINE Z w a (TYP.) 1 (TYP.) 6Q. UTILITIES THAT ARE DISCONNECTED SHALL BE PROPERLY ABANDONED AT THE MAINLINE. FOR WATER SERVICE FENCING (TYP.) O LU a a \ I TO BE VACATED TYP. n LIP c, o ° LINES, THE CORP STOP MUST BE TURNED OFF AT THE MAIN LINE AND THE SERVICE DISCONNECTED FROM THE MAIN. z F *k F �• 0� Z I 32 FOR SEWER LATERALS, THE LATERAL TAP MUST BE SEALED AT THE MAIN LINE SO THAT IT IS WATER TIGHT AND THE 6c' OPEN SPACE FBI O n H " FT 4 LATERAL REMOVED FROM THE MAINLINE. FOR SANITARY MANHOLES TO BE ABANDONED THE TOP 2' OF THE «„ BLocK J < 0 J DB 968X P2f4 E269 .� _ ' TEAKWOOD PHASE 2 > 4 z Q J I r emo MANHOLE STRUCTURE SHALL BE REMOVED, ALL LINES DISCONNECTED, AND THE MANHOLE SHOULD BE FILLED A" FOREST LAKES SOUTH W z W z DRA�c1- LA EXISTING STRUCTURES EXISTING MANAGED s \�'; 7. EXISTING ROOF DRAINS SLATED TO BE DEMOLISHED SHALL BE DISCONNECTED AND REMOVED; ROOFDRAINS TO BE °30 0� 4g J a ( b � � by p LL e o B 10s2 P 68a 269EXA1 - WITH STONE AND COVERED ALL TAPS MUST BE LOCATED AND DISCONNECTED PER PROCEDURE ABOVE. 3 /, w ¢ w \ Ln TREE PROTECTION TO BE DEMOLISHED (TYP.) ( ) REROUTED AS SHOWN ON THE ARCHITECTURAL PLANS. \ ao � N¢ SLOPES TYP. iv J W O FENCING (TYP.) _-�,,0 w( I --aao. 8. EXISTING DOMINION OVERHEAD/UNDERGROUND ELECTRIC LINES AND OVERHEAD UTILITIES TO THE EXISTING EXISTING ROUTE 291 ? f EXISTING GRAVEL BUILDING SHALL BE DISCONNECTED AND REROUTED AS PROPOSED ON THE UTILITY PLAN SHEET. n IMITS OF DISTURBANCE TIME FOREST L I IJi ` -Nn o o FOREST CAkES COMMUN Y ;' - , S56 5' 01 1 "W o ❑ TO BE DEMOLISHED 9. ANY EXISTING UNDERGROUND STORAGE TANKS SHALL BE DRAINED BY THE OWNER, AND THE CONTRACTOR SHALL \ °g o,. ASSOCIAn0 t NC. a ,✓ ___,_PROPOSED IMPACTS TO D.B. 2009 P. 1,Y0 STORM DRAINAGE I OUTFACE It•1 _ 69880' FILL AND TANKS SHALL REMAIN. \ a D.B. v29 P. 06 AT - goVs 41 - CD_ - XISTING PRESERVED SLOPES �BPP TMP 46-28 =-ei: io. BUILDINGS BEING DEMOLISHED. WHERE A BUILDING IS BEING DEMOLISHED AND A STANDPIPE IS EXISTING WITHIN V) - FOR PUBLIC IMPROVEMENTS Use OPEN AC SUCH A BUILDING, SUCH STANDPIPE SHALL BE MAINTAINED IN AN OPERABLE CONDITION SO AS TO BE AVAILABLE - 1.607 ACRES - ., FIELD VERIFIED ALBEMARLE - o v 284, FOR USE BY THE FIRE DEPARTMENT. SUCH STANDPIPE SHALL BE DEMOLISHED WITH THE BUILDING BUT SHALL NOT INTERMITTENT ZI TRACT 3 N5 55' 01.8;1 "E r. �'' S77° 42' 47.57' E•- 89' BE DEMOLISHED MORE THAN ONE FLOOR BELOW THE FLOOR BEING DEMOLISHED. COUNTY PRESERVED STEEP ^ 1 /J 14 STREAM I EXISTING TREELINE N36 07' 29.980E 14.248' }, ° W l,! y4�'3gA? ,w \ °n MAN(AGED SLOPES S)SLOPES THAT ARE SS THAN , BE CH A K 0. F C- J TOP OF ST M o rn 46.040' PROPERTY $NT (TYP.) to DRAI EASEMB` TREE PROTECTION (�• 1 - , •. r n \ � ,)�f 4� TMP 46� 86T (Fx i4) FENCING (TYP.)" a $ ti0 � � I BOUNDARY ,n o •- B. 7 9 P. 9 T EXISTING STRUCTURES \� EXISTING " TMP ESTATE OF 2.434 ACRES EXISTING PIPE TO '- cp. w ESTATE OF FRANKUN " ^� TO BE DEMOLISHED o A RUEBEN SPROUSE � -- rr s''` °a TRACT 2 BE REMOVED '"` _ E- ow _ �,r.t I RW3 z �- A W.B. 157T P�233770 N N N \ t / STING STRUCTURES' z7z C Je h TO BE DEMOLISHED W.B. 149 P. 745 PROPOSED IMPACTS TO a .3 O� p'' - -Ho HO i - _ r 1 in D.B. 471 P. 409 p 3'- 0 k r O 0 D.B. 347 P. 103, ioa PLAT '0 EXISTING PRESERVED SLOPES O f I = e HD PERENNIAL o '" i \ ° L use RESIDENCE FOR PUBLIC IMPROVEMENTS 2 Rw \ TMP 46-28L °� STREAM LIMITS OF 4 \ 0.885 ACRES 1 I \ EXISTING LOT LINE DISTURBANCE W1Ci1 TRACT a 68 A ''�.p��. A(TO BE VACATED (TYP.) �. •S6p•BEGIN EXISTING STORM 'k 3 o 0 .S - S49° 09' 28.19E \ 2 DEMO AND REROUTING ° K'°4 � o) � EXISTING TREELINE s C54NE �(TYP.)0 lc�N 6°`'a \ �1�.>v._r� EXISTINGTREELINE� - - - M No 0� EXISTING LOT LINE R am° /p R�23 ��65 TO BE VACATED (TYP.) Wz1 AR �y \ sz YT l (TYP.) \ CO F �� 1 \ e 1 ° EXISTING STRUCTURES PROPOSRAVFN� , \� r J N J �< TO BE DEMOLISHED RAG F� P(J W8 �� x� ,J CV �-0, � 4 a- \ er EXISTING STREAM a HT O Pus R CENTERLINE _ ° F'vV ) - .�, PHASE I �`� 'y Ni 30 07 E �� ory e�� e TOBENG AT D(T (INTERMITTENT STREAM) TMPTRnc6e 28E �' kwj qV iy DEVELOPMENT �sp 36.70' EXISTING 100 STREAM uj m , TO BE VACATED (TYP.) 2.611 ACRES w •P ,1 R� BUFFER CID 1 g Rw, v AREA s EXISTING STRUCTURES 1 r (-� - COMMON AREA TO BE DEMOLISHED r� 0 EXISTING FENCELINE Rw,7 ¢�0 ' _ -� C6 BLOCK J J <so- o TEAKWOOD PHASE 2 CN AREA OF DEMOLITION \ (TYP.) PHASE I . I!, +, 5; F ,,a, SE Ill = FOREST LAKES SOUTH (CURB, GUTTER, STORM TMP 46-28K 1L2 , , U,l -- S43' 1 3"IE wv DEVELOPMENT \ "''" ASS 'n L�- 258.s1' W SEWER, PATHWAY) ¢ 460.1 EXISTING LOT LINE H �__-, - \ � IMITS OF DISTURBANCE FOR PROPOSED TURN RCP � � AREA TO BE VACATED (TYP.) \ I � � 2.531 ACRES � LANE AND ENTRANCE ) TRACT s L IMPROVEMENTS �� PROPOSEDIMPACTS TO '�� U) INTERMITTENT eo TREE PROTECTION J \ EXISTING VDOT \ EXISTING PRESERVED SLOPES � FENCING (TYP.) STREAM NTS \ 1.>' CS J V / °0 EXISTING ROUTE 29 �. � --; m MANAGEMENT FOR PUBLIC IMPROVEMENTS � _ O STORM DRAINAGE 1 o \ BASIN o PROPOSED IMPACTS TO TMP 4685- '- \ FOREST LAKES OOMMUNITY ~� OUTFACE , �, a RISER \\ so TREE PROTECTION �ti 'EXISTING PRESERVED SLOPES D.B. 3531 P. C 4�- ASSOCIATIN, INC. \ '- D.B. 4919 P. 487 (Ex is) 3- 8- FENCING (TYP.)� ~ 0 D.B. 4712 P. 82 (EATS) s) 2" ORIFICE 4536h2 --EXISTING FENCELINE D B 3531 P 201 PLAT H. W. P. B. XV P. 339-344 3" 8" S(,OT 456.7 on FOR PUBLIC IMPROVEMENTS i OUT. 18 RCP 446. i (TYP.) -� - � � - �• � 45G USE: OPEN SPACE _ja 1 $\ t y' - v t� z 11� � \®``ReP a43.6a x7. 676 IMITS OF DISTURBANCE v" EXISTING OUTFALL /-- S 373, --- 429�6� "' A - PHASEI /kroe' ----87 I s \ LL TO REMAIN , \ x73 A,�..6.0(1 1.1 ITSOF HpgEll 1 / INV --- 460 �� I \ & N60 1 ------ 4zo- °r 1T 40"E lIM1TS OF P \�j" Q O 60 Cp ..: ,.. - / __aao - - --- ____ _44a--- i \ \ \ �\ s w = z_ - � exisTiNG loo' wPo \ 51° � _� � TMP 46-28J - _ �� \ � W U STREAM BUFFER - - 872 ACRES\ \ \ 440.. 13. $ a �` EXISTING PRESERVED EX \ ° J ' 60 ° EXISTING 100' STREAM /1 TRACT a \ a - MP T5. 83 AACRES. ESA SLOPES (TYP.) I \ -------------- TRACT ___- \ i ISTING PRESERVED 1 -SLOPES (TYP.) EXISTING PIPE BUFFER �` - \ \ W J x _ -. _ _ EXISTING 100' STREAM EXISTING 24' RWSA Ln D. ur � ' v aA TO REMAIN STREAM PERENNIAL PH�E 1 �1 �1 BUFFER �} V �� i� - LLI WATERLINE TO REMAIN r 5� c n L1M T5 OF PHASE 11 ` 1 ' --- 1 _ - F - 24"E LIMIf50 54 48' , �+ 1 1 ' - 1 A° D FIELD VERIFIED ALBEMARLE �+P 0o S43' 30 22 02 E _' / „° 5 IMITS OF DISTURBANCE = PROPERTY ' +•'+ ^� ' _ - _ _ 370.10 COUNTY PRESERVED STEEP _ '41:28- - _ _ 352.601' - - - �, - SLOPES THAT ARE LESS THAN BOUNDARY-- _ _ _ ' - _ Aso- __PROPOSED IMPACTS TO i J , W 55 8198,856 / \ / - n EXISTING PRESERVED SLOPES - 25% CLASSIFIED AS) -- t r MANAGED SLOPES ui PROPERTY / / FOR PUBLIC IMPROVEMENTS % W END EXISTING STOR o v BOUNDARY / / __ ` - DEMO AND REROUTING A �, % - - \ EXISTING ROUTE 29 FIELD VERIFIED ALBEMARLE Z �� COUNTY PRESERVED STEEP _ STORM DRAINAGE �� - ' a - CJ) ��� / / - -- io 'To PHASE II F,\ SLOPES THAT ARE LESS THAN OUTFALL - - r, `rn 25% (CLASSIFIED AS) -28A1 - \ - - 4<0 - - _ DEVELOPMENT o �'N MANAGED SLOPES °jp"� - g-48 ` J w A WOOD PROPERTY VESTMENTS, LLc /�° �_ ; - N - AREA �, PHASE II N. 3E76 P. 380 / � � _- = -gig DEVELOPMENT J ALBEMARLE COUNTY MANAGED SLOPES 1\\ E 6so ; I s09 PLAT EXISTING PRESERVED '0 / /\ \ \ I USE: RETAIL STORE '- --- __ - / 0 = SLOPES(TYP.) cOBLOCKJ J O n TEAKWOOD PHASE 2 L\ TREE PROTECTION - AREA FOREST etco>u Q _ 4� ALBEMALRE COUNTY FIELD VERIFIED PRESERVED J , - / \� FENCING (TYP.) REST s souTHAMsocA N, INC. ����� _ - D. S. 2009 P. 110 FOREST KE SLOPES (SLOPES GREATER THAN 25%) j � a, D B 1675 P. 248\pLAT S43' 36' 19.85"E D.B: 1642 P. 383 PLAT I W USE. OPEN SPACE J <v - - LIMITS OF DISTURBANCE _ - --- --355.414' _ / /�� - -- CV LU-I ~ ALBEMARLE COUNTY PRESERVED SLOPES THAT DO / / / / r/`//��/ \ / / / / / / ��TMP ,�-iO�J� / a7r>- �.. i - -_ S35' 21' _ TMP 46B5-OJ-16 T w NOT MEET THE REQUIREMENT (LESS THANzS%SLOPE) \�- SEMI on L T AL c //� _ _ \� \ 5�.ss"E \ RYAN NEIL MAC ON & �- Jl O w CLASSIFIED AS MANAGED SLOPES /°:B 7 - _�_ GRAPHIC SCALE - ly 3s6. sHARIN APos L MACHPH s �� �i �� gM�MRRc�AL�6 - / �� j 679' ., iNsi. zoz2 _NZz415 J D.B. 1s4z .383 PUT JOB NO. _ _� \ 60 0 30 60 720 \ T P _ _. SE: RESD NTIAL / / ALBEMARLE COUNTY PRESERVED SLOPES WITH �/i / /� _ ��MINOLE T IL, LLC J 1 1 1 �� `- D.B. 5228 P. 553 / / 23222� IMPACTS FROM A PUBLIC FACILITY (MULTI -USE /� �- - _ =�\ J _ r - � D.B. 527 P'. 180 PLAT 16 ���� ��� r I'{XT FEET \ USE: RESIDENTIAL - RONIL PBW. PATHWAY IMPACTS TO PRESERVED SLOPES ARE - \ `\ ( ) v TMP 45 5 B0J-17 TEAK O P J / / SCALE ALLOWED BY THE COUNTY ORDINANCE. // �/ / ___ E - �0 EST L K _ �/ / �/ % �\ �� \ i' en s ' ft. A / / w , INST#2o22-3 2 f Y - 60 A _/ / '�D.B_ 1675 P. 24 PLAT \ USE: RESID n SHEET NO. LIMITS OF DISTURBANCE o i oy:.,z Tani wz No oNn .mw omaoc� as do oa�dw low o o w Iw ao ¢]N iQ loao min � ,L PROJECT NOTES: OPEN SPACE CHART / NTH OF N N N N N LL w m -¢ AFFORDABLE HOUSING: FIFTEEN PERCENT (25%) OF THE CONSTRUCTED UNITS SHALL BE AFFORDABLE HOUSEHOLDS MAKING UP PARCEL ACREAGE PARCEL ACREAGE / / tj TO 8 °/ OFTHE AREA MEDIAN INCOME FOR A PERIOD OFTEN YEARS SEE SHEET A FOR MORE INFORMATION 9 o o 0 0 0 0 o v a a a a a a a a a a a n a a n a n a a n a a a r r r r r r r r r r r r o a (10) 2 TMP 46-28A 5.09 AC TMP 46-286 2.97 AC = h O �A1 TOTAL NUMBER OF UNITS = 318 APARTMENT UNITS TMP46-28E 2.61AC TMP46-28F 1.27AC Q \ ✓ TOTAL AFFORDABLE UNITS = 328 UNITS * 15%= 48 UNITS TMP 46-281 1.63 AC TMP 46-28J 13.84 AC THE AFFORDABLE UNITS SHALL BE SPREAD OUT OVER THE APARTMENT COMPLEX DISTRIBUTED THROUGHOUT TMP46-28K 2.53AC TMP46-28L o.881AC 0 / \ O SCOTT R. COLLINS '--' THE (6) BUILDINGS. THE AFFORDABLE UNITS SHALL BE INDICATED IN EACH BUILDING AT THE TIME OF BUILDING TOTAL AREA 30.82iAC TMP 46B2-02--38 ❑ �� Lic. No. 035791 PERMITS. IN ADDITION, THE AFFORDABLE UNITS FOR PHASES II AND III MAY BE ACHIEVED WITH FOR RENT O Q h.s �p 11/17/24 APARTMENT UNITS WITHIN PHASE 1. THE SITE PLANS FOR PHASES II AND III SHALL INDICATE THE LOCATION OF OPEN SPACE PROVIDED: ----- ------------- THE AFFORDABLE UNITS FOR THESE PHASES OF DEVELOPMENT. COMMON OPEN SPACE AREA = 9.00 ACRES (MIN.) (29.2%) ,) ` TMP 46B2-02 - 9 TMP 46B2 02- A �SSIO - - NAL E r - - AREA #2 . o ACRES (PRIVATE ROW) LAND DEDICATED TO PUBLIC USE: PHASE I SHALL INCLUDE 2.64 ACRES OF LAND DEDICATED TO PUBLIC USE FOR PUBLIC RIGHT OF - AREA #2 = o.zo ACRES y y \ C Bul • `t - . . _` WAY, INCLUDING ARCHER AVENUE EXTENSION & A PORTION OF ROSEMARY DRIVE. FUTURE PHASE 11 SHALL AREA # =1. o ACRES ' ^ ( INCLUDE 0.47 ACRES OF LAND DEDICATED TO PUBLIC USE FOR PUBLIC RIGHT OF WAY (CALYX DRIVE &CALYX AREA # = 2.2o ACRES z LANDSCAPE SPACE #3 4 `\' WAY), AND FUTURE PHASE III SHALL INCLUDE 2.25 ACRES OF LAND DEDICATED TO PUBLIC USE FOR PUBLIC RIGHT AREA #S = 2.8o ACRES ANDSCAPE SPACE #2 w (0.2 AC MIN.) _�\\ ��\ ` ❑ OF WAY (ROSEMARY DRIVE & ROSEMARY COURT). AREA #6 = o.So ACRES (o.o6 AC MIN.) z \ w ACTIVE RECREATION (AMENITY) AREA = 1.75 ACRES (MIN.) (5.7%) I z 1 IMPERVIOUS AREAS/LAND AREAS: PHASE I (TOTAL AREA) PHASE 11(TOTAL AREA) PHASE III (TOTAL AREA) AREA #i =2.o6 ACRES r--- w ROW DEDICATION: 2.64ACRES 0.47 ACRES 1.28ACRE5 r--- --- --- - ---1 --- --- --- --- - - - m AREA #2 0.33 ACRES \ - DEVELOPMENT AREA: 9.234ACRES 1.569ACRES 1.329ACRES I I J RECREATIONAL AREA: 1.6oACRES o.o ACRES o.3.ACRES AREA #3 =o.25ACRE5 TMP46-zsc PHASE III DEVELOPMENT 5 AREA#4=0.21.ACRES I I o BUFFER AREA: 2.00 ACRES 0.32 ACRES o.So ACRES PERIMETER LANDSCAPING AREA= ACRES (MIND (2o.2h) AREA (6.05 AL.) 0 OPEN SPACE AREA. 3.6oACRES z.BoACRES z.6oACRES AREA #2 =o.o6ACRE5 o.: TOTAL AREA: 19.0.74 ACRES S.i5g ACRES 6.OSg ACRES AREA #2 =o.74ACRE5 - - - - - - - - - AREA #3 =o.25 ACRES c AREA#4=2.24ACRES ® BUIL ING #z _ , ®® , AREA #5 0.2o ACRES • LEGEND: AREA #6 0. 2ACRE5 PROPOSED ADA ACCESSIBLE ROUTE AREA # o.y2 ACRES - z j w j 3 PUBLIC STREET 3/45TORIES v , ■ ■ ■ ■ 7 = 3 °) (n ` I THROUGH PHASE I OF DEVELOPMENT ou 36 APARTMENT UNITS ® , � TOTAL OPEN SPACE AREA - 23.87 ACRES O � � � y r � a m z � 00 00 ., �n NOTES: OPEN SPACE IS DEFINED AS LAND OR BUFFERS LEFT IN \ a N ° "" pO UNDISTURBED NATURAL CONDITION AND UNOCCUPIED BY BUILDING -- -- -- V z z z Y/ it ® r ., . _ - \ y ❑� LOTS, STRUCTURES, STREETS, OR PARKING LOTS, EXCEPT AS OTHERWISE z Ln \ 'I" °® \ ❑ SPECIFICALLY PROVIDED IN THE COUNTY ZONING ORDINANCE SECTION O w w 1 ` N I 1 18-4.7. NOTE THAT ONLY 8o%OF THE MINIMUM OPEN SPACE MAY BE A) / TMP a66s p g G o \ I 1\ LOCATED ON PRESERVED SLOPES AND B) DEVOTED TO STORMWATER j Ln ___ ___ Vl Q o Q 3 nn•. I \ 1 MANAGEMENT FACILITIES, UNLESS THE FACILITY IS INCORPORATED INTO _ / I___ ___ __-/ / z A PERMANENT POND LAKE, OR OTHER WATER FEATURE DEEMED TO z o nll TMP46-28H +L / � LL Q s LANDSCAPE SPACE # CONSTITUTE A DESIRABLE OPEN SPACE AMENITY PER SECTION TOT LOT `/ .. p .. ° \ t (2.24 AC MIN.) 4 �-( 18-4.7(c)(3). AMENITY SPACE #3 �� / / # L Q � (o.2S AC MIN.) / / V o I� W Q Q y 9 �.. • ,Y i , _i �' v� w7 o ® a\ dUB USE &POOL • s�i o��Q 4Z J� / \ P ':_ 9� m • AMENITY SPACE #2 o '-' ING #1 'a(2.o6 AC MIN) h i BUIL ' STORIES ® 6 APARTMENT ® i. / UNITSLu 1'\ / TMP46-28H j K ■.r . �� / a a 7 0 - - -- ® t -1 i 3 ®® ■ w pRI�R���C//� ti� �� COMMON AREA i OPEN SPACE #6 \ - EATF T�,A _ I d - - 8 AC MIN.) -� P E o (o. N. oo r/ PHASE BUILDING #5 3/4 STORIES 7z APARTMENT UNITS ®���, / M u ®® _> l \ _ , / > ,Do 00 Lu nnI lul t, -)0{- ® \_...-- 314 STORIES ®O ®®' \ / \ /� N > ® - - - �_� \., _ o0 72 APARTMENT UNITS POCKET PARK o I rn AMENITY SPACE#2 ° LANDSCAPE SPACE# Y ° 3oAUNRTSENT �;,--�(o.33ACMINJ A ���� F o®® ® o® ® A ° ID RILII n l l ) 8 ��� ®® n V v (o.zo AC MIN. 5� CICST o � �RE� TMP a6Bsa � � a t A 0 1\ r �H o I��ll...\ \ \ ➢1 , ® ...,, 1RC�G / ; �$, _.._,� 1. / �Q� .. > L.L c _ W J nn ® p° ®® ® W �V�� ,/ CO MON AREA J ° ® ® ®® \ PHASE OPEN SPACE #5 __� v j o V A -�� o0 0000 ®®® m,, v _ -/ (2.8oACMIN.) r c \- • o0 ®O / L9T POND ® ®0 3/4STORIES /.. 3 A 72 APARTMENT UNITS ®® Lu Lu Inl n „ --- .. DOG PARK �, \ \ '. \ Y U 0 AMENITY SPACE#4 -' V PORTION OF PHASE II �^ 0 nn - - (o.21 AC MIN.) - \ t, J DEVELOPMENT Q > o. 2' TMP 4685--O7-9 Y COMMON AREA AREA (3.12 AC.) O .J E "/ �1 / Lor 9 OPEN SPACE #4 / x/ Q Q) W Q -- a - _ - / COMMON AREA (2.ioAC MIN.) v � O �. Lli PHASEI I o o TMP46B5--OJ-B ,�„� 'r OPEN SPACE #2 � \ � � `�2 ` LOTS - W z (3.4o ACMIN.) - _I \ \ //� > w TMP46B5--0J-10 W L Z 'ii�l LANDSCAPE SPACE#6 \ \ /1� I \ y LOT / z Q O z ulI w w Z o COMMON AREA � � { LOT 11 J C-)TMP 4685--0J-11OPEN SPACE # TMP 46B p (2.7oACMIN.) LOT .� U) H� \ 2 0 � TMP46-zBA1 PORTION OF PHASE II / CALYX DR i I I,' -- -_ / � i o \ \ --- DEVELOPMENT AREA / BLIC STREET) (z.04 AC.) \ CALYX DRIVElzc w / J --__ V x \\ / (PUBLI STRJ \ ,I IEET - � ti� / m - - \ y \\ / TMP46B5--OJ-12 / P. LOT 12 0 C) Lu TMP 4685--03-13 J N C) _ I 1--I I I I �I LOT 13 N U F- o _ w 0 W � Lu d Ln \ V \ \ \ VLI I - \ LOT15 JOB NO. SCALE TMP 46B57 14 232220 60 0 30 60 120 TMP 4685--OJ-16 LOT 14 LOT 16 SCALE C°TMP46--109 1 60' 0 0 i� TMP 4685--0]-15 \ L o ( IN FEET) SHEET NO. 1 inch = 60 ft. SITE PLAN NOTE LEGEND: 5� V , g GENERAL PROJECT NOTES: NOTES: ❑A TIE -INTO EXISTING CURB / / u z ; rz = F p w i. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, MANHOLE TOPS AND DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF E/P DRAINAGE OR UTILITIES TO i. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED AREAS, VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL NOTIFY TH OF 1° % © TIE -INTO EXISTING SIDEWALK \ w ui © TIE-IN TO EXISTING PAVEMENT (MILL & OVERLAY EXISTING PAVEMENT AT TIE-IN =O o CONNECTIONS) i Z r" i rDj a,PROPOSED MILL &OVERLAY VDOT STD. WP-z FOR ANY ROAD CONNECTION w U 0 FINAL PAVEMENT TOP COAT ALREADY INSTALLED \ opQa Q PROPOSED PUBLIC RIGHT-OF-WAY (8' PLANTING STRIP ALONG ARCHER AVE \ co Lu z . .... ��..��.. ......... �..�.� ... �.. .. �. .�........� �. ... ...�...� ..�...... 7 Lu N z. p m °to N >w ti NZ�� .N-la� W W o �=Fx 0) m OZC7 a m w ' p O a ' 2 U a ' Nv, o g 'a W N Oa N N N H w Z of N W In n'1 N U J O m W g l° O N J O a mz O m N �OZN N Z O m O m � to W N vzr+' 7_I rn 10ON a.w vzp� a< co �zU,) In a g z En Px F- Ca Up F-U6 F_YZ F-0UZ LL w Ln O'n COLLINS INEERING FOR ANDAPPROVAL PRIOR TO COLLINS OF ANY DISCREPANCIES. ,zz M Fx- ¢ o a N p m . o SHALL VERIFY ALLEW SURVEY SHEETS TO ENSURE POSITIVE DRAINAGEENGINEER ENGINEERING Y AND PROPER z. CONTRACTOR O SHALL CONFIRM ALL UTILITY DRAINAGE AND ROAD CONNECTIONS AND SHALL Q C1 w m z ' ¢ � > to ' a U ELEVATIONS CONSTRUCTION. O S FOR NOTIFY ENGINEER OF ANY TIE-IN ISSUES OR DISCREPANCIES. 0 m a ¢ C9 o z Y a o ¢ J a p w o O a I I I I - I z. WALLS WITH HEIGHT OF 30" OR GREATER SHALL REQUIRE HANDRAILS SEE NOTES & DETAILS SHEET. 1 REPRESENTS ONE PROPOSED PARKING SPACE. 3 O O SCOTT R. COLLINS - w m a ¢ ^ N y g U N z co m. 3. A KNOX BOX WILL BE REQUIRED ON EACH BUILDING. THE LOCATION OF THE KNOW BOX CAN BE 4. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13'-6". U y z� �° O ,� m x z m m N z ,° m a a a In o rn COORDINATED WITH THE FIRE MARSHAL'S OFFICE. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 8 000 LBS. 5 5, Lic. No. 035791 In In It_ a v x `^ a OV N 4. MECHANICAL EQUIPMENT FOR THE APARTMENT BUILDINGS AND CLUBHOUSE SHALL BE SCREENED 6. CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES ABOVE AND BELOW GROUND SERVICING ,d 11/17/24 g m ¢ ro ¢ ¢ m f w m WHEN LOCATED WITHIN THE ENTRANCE CORRIDOR. ADJACENT PROPERTIES SHALL CONTINUE TO SERVICE THE ADJACENT PROPERTIES THROUGHOUT o �tyQ s, 11 a O N a p N Y p ~ J p 5. ALL PROPOSED RETAINING WALLS SHALL COMPLY WITH ALBEMARLE COUNTY ZONING AND CONSTRUCTION AND UPON COMPLETION OFTHE PROJECTTO THE FULLEST EXTENT POSSIBLE. jn>,,.. . ....... ... ............ . . I. ... I.. ..... ....- — 1 —1. ...... ...... , _ fL _I. iI VV .IYV I\LlfVa\LIYILI\11. ♦r lI —1-11— L/ _V — "". n11--1— ,. --- ..._.. ..... �.... �..�. �..�....�...�. ��....� T ❑F PROPOSED CURB (VDOT STD. CG-z) F x F- o 6. BUS TRANSIT STOPS, SHELTERS, BOARDING, AND ALIGHTING AREAS SIGNS AND BENCHES SHALL BOUNDS. COMPLYTO THE REQUIREMENTS LISTED IN CHAPTER 3, SECTION R309 OFTHE U.S. ACCESS BOARD 8. CURB RADII SHOWN, REPRESENTED WITH AN'R', DIMENSION THE FACE OF CURB. ❑G PROPOSED CURB & GUTTER (VDOT STD. CG-6) - PUBLIC RIGHT OF WAY ACCESSIBILITY GUIDELINES (PROWAG). 9. ALL RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. ❑H PROPOSED SIDEWALK RAMP (VDOT STD. CG-iz) --_________ __ ___ ______ _ _ - _ _ _ _ WALLS XCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN FOR THE WALLS -------- - ------ - ------------------------- -- _ _ 0 PROPOSED CROSSWALK (VDOT STD. PM-3) - ---------_______ _ _ io.BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1,1985 MUST HAVE AN ASBESTOS SURVEY QJ PROPOSED 5' CONCRETE SIDEWALK /a C A RUBIN LANE PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE 2Y) ' PRTVAT RZPS1Ay ti REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND ❑K PROPOSED 6' CONCRETE SIDEWALK \ PERMITS FOR DEMOLITION PROJECTS. © PROPOSED io' ASPHALT SHARED -USE PATHWAY =ALL PRIVATE TRAVELWAYS SHALL BE OWNED AND MAINTAINED BY THE APARTMENT COMPLEX. NO PUBLIC AGENCY, INCLUDING VDOT AND THE COUNTY OF ALBEMARLE WILL BE RESPONSIBLE ❑M PROPOSED 5' ASPHALT WALKWAY FOR MAINTAINING THE TRAVELWAYS WITHIN THE APARTMENT COMPLEX. REMOVE EXISTING BOLLARDS FOR 1 zo' UNDISTURBED e iz.ALL PUBLIC WATER AND SANITARY SEWER FACILITIES SHALL BE DEDICATED TO PUBLIC USE AND ❑N PROPOSED 5' PRIMITIVE TRAIL (CLASS B) -SEE SHEET 10 FIRE ACCESS TURN -AROUND AREA. �`- - LANDSCAPE BUFFER\t THE EASEMENTS FOR THOSE FACILITIES, AS IDENTIFIED ON THIS PLAN, SHALL BE DEDICATEDTO ONCE RUBIN LANE IS CONNECTED TO ❑O PROPOSED 6' CRUSHED STONE PATH THE EMERGENCY ACCESS ROAD, THE ALBEMARLE COUNTY SERVICE AUTHORITY. THE ONSITE SANITARY SEWER IS A PRIVATE © PROPOSED SEGMENTED RETAINING WALL (RIVER RED COLOR OR EQUAL) EMERGENCY VEHICLES CAN EXIT THE 3.A F I Ipp p UTILITY AND NO EASEMENTS ARE REQUIRED. SITE THROUGH THE ACCESS ROAD — ` i ALL PRIVATE YARD DRAIN DESIGN INFORMATION (INCLUDING INVERTS OF THE SYSTEM) SHALL BE © PROPOSED CONCRETE RETAINING WALL WITH STONE FACE F \ 3 PROVIDED BY THE CIVIL ENGINEER DURING CONSTRUCTION. m m IN LIEU OF THE TURN -AROUND. ti �( ® PROPOSED RAILING ALONG PATHWAY ADJACENT TO SLOPES (VDOT STD. HR-1) 14.ALL RECREATIONAL AREAS AND AMENITIES SHALL BE LOCATED ALONG AN ACCESSIBLE ADA z0 a m \� RAMP (AS SHOWN ON THE SITE PLAN). N z ❑S PROPOSED STOP SIGN (Ri-1) \\ F 3R F P a a N VDOT NOTES: PROPOSED TRASH COMPACTOR � ' Q PROPOSED STREET SIGN 6 �� In z z 9'HIGH BRICK ENCLOSURE K � io 16 � �A � i. VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT NECESSARY TO z vI � LL g Ul PROPOSED 'NO PARKING -FIRE LANE' SIGN (R7-4) TO MATCH BUILDING ARCHITECTURE 1 ' i J PROTECTTHEROADWAY FROM FLOODING OR DAMAGE. Lu ri a ❑V PROPOSED HANDICAP PARKING SIGN (R7-8) w/2 x i8' CONCRETE APRON _ z. A MOT PLAN SHALL BE PROVIDED PRIOR TO THE START OF CONSTRUCTION FOR ANY WORK ON O Z w # G SEE ARCHITECTURAL PLANS FOR DETAILS TR ° ' \`. EXISTING ROADWAYS THAT HAVE BEEN ACCEPTED BY VDOT. CURRENTLY, THE EXISTING H O �W PROPOSED SPEED LIMIT SIGN (R2-1) ASyCOMP ° 8' 9 \ ` ROADWAY INTERSECTIONS FOR THIS DEVELOPMENTARE UNDER CONSTRUCTION AND HAVE NOT IA can M ACT job `�_ z YET BEEN ACCEPTED BYVDOT. NO MOT PLAN IS REQUIRED AT THIS TIME FOR THE Vl > Z a ❑X Q PROPOSED z6' DEEP PARKING SPACE WITH z' GRASS OVERHANG A � g OR '� - _ Y IMPROVEMENTS AT THE ENTRANCES. G - f �M p .. ❑Y PROPOSED ON -STREET PARKING SPACE (8' x 20') tg' _ ' O - p \ \ ` 3. ATRAFFIC MAINTENANCE PLAN (TMP) IS REQUIRED FOR THE WORK LOCATED WITHIN VDOT > ¢ UJ 19 °° , • R ®®®® ,'; RIGHT-OF-WAY. THE TMP SHALL BE PREPARED BY AN ADVANCED WORK ZONE CERTIFIED PERSON, uwi In ❑Z PROPOSED SIGHT DISTANCE EASEMENT (VARIABLE WIDTH) 3, H \ \ `� CERTIFICATION CARD AND VERIFICATION NUMBER IS REQUIRED ON THE TMP SUBMITTAL. _ _ P \ �`� 4. ACCESS FOR LOCAL TRAFFIC AND EMERGENCY VEHICLES WILL NEED TO BE MAINTAINED AT ALL rz ri Q , \•• V A TIMES FOR WORK WITHIN THE RIGHT OF WAY. QA PROPOSED BUILDING ENTRANCE \ CO Vh �� ®®®® D D P �I `y\ - - - 5. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE SHALL BE © PROPOSED CONCRETE STEPS t �' ® ¢ 4 MAINTAINED IN AREA BETWEEN z AND 7 FEET ABOVE THE GROUND AS A CLEAR ZONE TO © PROPOSED CONCRETE HANDICAP ACCESSIBLE ADA RAMP WITH HANDRAILS H �) �3R ® K G #$2 ® LuwPRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. THE MANAGEMENT COMPANY WILL CONTRACTOR TO REMOVE EXISTING BE RESPONSIBLE FOR THE MAINTENANCE OF THE SIGHT LINES. R Q QD PROPOSED APARTMENT BUILDING PORCH/PATIO ENTRANCE ALONG ROUTE: & \ 3. 1 I1rn p ' DEEP x zo' WIDE) CONNECT THE EXISTING PEDESTRIAN H / 314 QE PROPOSED TOWNHOUSE REAR DECK (8� UNITS PATH & CURB WITH NEW CG-6 CURB V H rU-® . \ QF PROPOSED ENTRANCE (VDOT STD. CG-9D) &ASPHALT PEDESTRIAN PATH. - QG PROPOSED DRIVEWAY (18' WIDE x 18' DEEP MINIMUM) A \\ F ^P D STORIES D \ QH PROPOSED ONE (i) CAR GARAGE (iz' x zo' MINIMUM) LIMITS OF DISTURBANCE S-�ORIES O I (DPROPOSED BUS STOP w/ SHELTER & BENCH (SHELTER SHALL MEET CAT DESIGN &TREE PRESERVATION \ 10 Q ® L STANDARDS) A O w N N N QJ PROPOSED REMOVABLE BOLLARDS COMPATIBLE w/ KNOX BOX LOCKING SYSTEM l l l l l —s1$ ' O I \ a oI 4 OK PROPOSED DUMPSTER \ IQ' �18�1 4 D p OOOC p © PROPOSED FENCE 1 1 BII QM PROPOSED BICYCLE RACK llll P ® ® -.�r•' M QN PROPOSED MAILBOXS l u l l \ il OO PROPOSED RISER ROOM l14l l l l � -' � � � �` � ❑ (b PROPOSED ELECTRICAL TRANSFORMER PAD l l l C31 L'J SR L r t \L9 11�_ i © PROPOSED HVAC UNIT \ l l l l B • I M R PROPOSED CAR CHARGING STATIONS l l \ - 1 Cy) lull 2p, Q 1 1 1 moo^ R s� ° O ADA ACCESSIBLE ROUTE: ® u l l r \ °� • I N J —�F — N \ K POOL M 7�°� C� i� dSR • Lu O , • \ _C A O I \ dTc� ' • LIMITS OF DISTURBANCE G N V / ®OO ® D F •' L & TREE PRESERVATION 1 O D r O•• EXISTING PEDESTRIAN PATH OO Q 1 V CV V ty a H ° ° ° 3o'PRIVATEACCESS EASEMENT RESERVED 10 \ 1 Q R • Q � J �° ° FOR FUTURE ACCESS TO ADJACENT PROPERTY- � LL PRIVATE ACCESS EASEMENT TO EXTEND FROM A Q Q P ; ARCHER AVENUE ROW TO PROPERTY LINE LLI i- q ® G Cr ° J ' z uj J \C LIMITS I MITS OF DISTURBANCE CLUBHOUSE > D g 0 a & TREE PRESERVATION SITE NOTES • ® U����N K 1 ° U) Q O B STORIES �' A �" _ P LL! i. CONTRACTOR SHALL OBTAIN A VDOT WORK PERMIT PRIOR TO ANY D 3I136 Ur11151 ® 1 ° P /J,: Z CONSTRUCTION WITHIN THE VDOT RIGHT OF WAY. VDOTTO REVIEW ° z S� _ O ' Lu Ila- Q AND APPROVE THE PERMIT AND MAINTENANCE OF TRAFFIC PLAN J w F R PRIOR TO THE START OF ANY CONSTRUCTION WITHIN THE VDOT 30 \ ® ® 3R i° w I 0 RIGHT OF WAY. d �01 _ LU 9 1 LL. z. EXISTING AND PROPOSED DUMPSTERS ON SITE SHALL COMPLY WITH U� r \ J ® N � + yB r • V / �( Q Z APPLICABLE COUNTY REQUIREMENTS. DUMPSTERS SHALL BE ,O d 2� • A * Q ■ w SCREENED AND NOT BE VISIBLE FROM RIGHT-OF-WAY. 2 N, d. \ D o O 1g ® ! �Ml)so 13 F ® III U w 3. ALL SIDEWALK WITHIN THE LIMITS OF THE DEVELOPMENT SHALL BE + r N 1 QQ-- PRIVATE SIDEWALKS AND SHALL BE PRIVATELY MAINTAINED. �y r N • w 4. ALL SIDEWALKS AND WALKWAYS SHALL HAVE A MINIMUM CLEAR U) ` ' a WIDTH OF 5', EXCEPT WHERE NOTED ON THE SITE PLAN. \ ® A B G 3R • ° ° �/ X H \ / Y O LIMITS OF DISTURBANCE ► !� 5. ALL WALKWAY CROSSINGS SHALL MEET MINIMUM ADA ACCESSIBILITY \ & TREE PRESERVATION • R i o\ o M Lu J STANDARDS AND SHALL HAVE A CROSS SLOPES OF z%OR LESS. \ N �,A / P !. Ul 6. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE INSTALLED ♦� r B K P I G f P 19 B ~ Lu 3 CONSISTENT WITH MUTCD STANDARDS. ► ® Q — — — MAX. FROAITPL� 8 ■ 8 _ / 7. ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST SET \ Q K �5�� O C W Lu ACCESSIBLE ROUTE FROM PARKING TO AN ACCESSIBLE ENTRANCE. \ �� ® G Z 8. ALL SIGNS IDENTIFYING ACCESSIBLE PARKING SPACES SHALL BE AT _ ®� Q LEAST 6o INCHES ABOVE THE GROUND/SURFACE (FROM BOTTOM OF PROPOSED MONUMENT SIGN OO p ® ® j S \ T 6' • ` °■ LL! SIGN) AND INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. (SEPARATE APPLICATION) \ P �C �, \ p A ®® ��; ACCESSIBLE VAN PARKING SPACES SHALL CONTAIN THE DESIGNATION 'VAN ACCESSIBLE'. B ' PROPOSED VDOT STD.MS- • °// ■ ■ �S'MIN F P ® D ®® J 9. RAMPS OVER 30" IN ELEVATION CHANGE REQUIRE HANDRAILS. RAISED GRASS MEDIA] PSI ■'1' RANT io. PER 02.6 OF THE zoio ADA DESIGN STANDARDS ACCESSIBLE PARKING \ ■ ! H H H ■ \ SETBAC ?�� m ®® Q (n n� ~ SPACE IDENTIFICATION SIGNS SHALL INCLUDE THE INTERNATIONAL A L J ' 4446• En ®® ® SYMBOL OF ACCESSIBILITY COMPLYING WITH 703-7.2.1, AND SIGNS \ .� P �0q �� ® O 3 T IDENTIFYING VAN PARKING SPACES SHALL CONTAIN THE 375'R _ S/ l p lk DESIGNATION "VAN ACCESSIBLE". ! _ I -Gy �ST?NCE, ry0` p. ii. PER ADA 502.4 PARKING SPACES AND ACCESS AISLES SHALL COMPLY l l l l l U�zgo. WITH oz SLOPES NOT STEEPER THAN z%SHALL BE PERMITTED l l 1 l l' H U 4 STOORIES LLJ RIES O � J 3 ull i - - ------ -- r --� - 5 - 7� J lz. PER ADA 403.3 THE RUNNING SLOPE OF AN ACCESSIBLE ROUTE SHALL • E �/ �' - _ - - ' - - - - - - SIGHT DISTANCE=zoo\� 2 �� Q a O BE 0 o hill �■ NV A V i . PER ADAR o6.z.z ATLEASTONE ACCESSIBLE ROUTE SHALL CONNECT l l l l l H U ®®\ B ACCESSIBLE BUILDINGS, FACILITIES, ELEMENTS AND SPACES ON THE l l l l l PRC `IGStRE GN�O�S� - _ O w „I u l l IPUB S�� H H — K� SAME SITE. ' — — — v H ® O D u i ALL PARKING SPACES SHALL BE xi8' EXCEPT AS NOTED. 5 G _ — CV U F �'.- U _ D?STANCE_z8o' \ \ �� w H F - -% I� - - 4� 9 lull _ \ ► _ _ - � r-, u, i5. HANDICAP PARKING SPACES SHALL BE 8'xi8' EXCEPTASNOTED. H - _ l l l l / f AFICE=zSo W__ O w 16. ALL HANDICAP PARKING SPACES SHALL BE INDICATED WITH A SIGN. _ — — — d-3 SIGHT s — \' `O� �� °C = l l l 4 — — S i — — a R DISTq �� U _ — _ _ _ _ \ S q■N� J D a cn _ ��' Z 8 GRAPHIC SCALE ull _ — /.� ° L_ H Z --__y ��I'� 2 JOB NO. _ = �\ i. 232220 ® ® �® ,� .�STA \ SCALE 30 0 ,s so so 111 l l \ H/ P D 1 �GyTOj G •'�,� PROPOSED VDOTSTD.-TYPE M z l l G • ( IN FEET ) PEDESTRIAN MEDIAN CUT -THROUGH I l C \ / MATH LI N E ,�-�1$' D ® K - T \ . \ H _ 60' _�CF 28°\. \ 1 n - 30' ll l l \ H ■■■ ��z Q . U 1 inch = 30 ft. l i l l l \ T U \ SEE SHEET 4B �\ P y6 �( F •. „4 ^\\ /^ / /_/ /./ �.� SHEET NO. nlll ,, o "`1LLJII ---_ 4A ® ® 3R z w F R h TH OF ® u M = ry D O ag 4 Lu M ■� 13 1 F Q (�Lic' OTT R. COLLINS P . No. 035791 �p� 11/17/24 �w LIMITS OF DISTURBANCE I &TREE PRESERVATION • A R N ONAL Ala. B K ■ G / 14 P ,' 30.. MAXP �PC�■ P \ B i ® Q . PRO 1 • 8' 3 60 CIRCt 18 F G - ® ® D �• \ T �' _6\ �s K ®® • i RgvE�wAy 9' e PROPOSED MONUMENTS GN D 8 H \AF X (SEPARATE APPLICATION) \ P i ��► C B PROPOS D VDOTS D S-z � � i � � • ] �° � `S'M/N P D RAISED GRASS MEDIAN ►'� - U !! ••�• �FR\TSETB \ ®® 9 8I / d- �'! 375'R I siGyT Y❑ •y H l ,. 4 sr RIFS ® ®® K • \ F Fa K _ !� •! _ - \O�STAN�f;�Bo TYP �� H T • D ORIFS B�/`D/ D m 314 SNG 5 Op V • C G 3� \\ zp uDi o) T DISTANCES- ou 4 \ 25 U O q 6z UNl SIFs ®® ® • \ a Z P 9' v z z z TITI °•., � PRP�B��csTRE SC'N�o�S/ '_ _ _ - H _ ;�° H=-�-_�'-_-� � k� \ \\\ � �® "H ♦ ®® D Q A P � 8' 8 z g 4t g _ D -- GHT q • y• O 0 G � _ _ � _ �" � U � � - _ � NCE=z ° - - _ _ � •' � ®® ® � • � H � �-, m � m Till H / F � _ `❑S --- -� \ \\ \• �. O ®® � W) o lIll - - _ _ W _ SIG T D STgNCE_ t lJ s� STANC` • • J ®® D Q 4 ST OR S Z Till ,i L ^) G r K • _ ® zD8o' �®� • H IiH R �Tp/STq G2 •� U® �\D \OR uj Ux a Lxn P -1 0 ®®® ® ® ® a d TYPE M-z l T �\ nl , - -THROUGH T C \ u +"5j -' �� ,�--1$' •! D L'r -- _ � ®® K � it H � - so' �CF �80, � • �� � � ® ®® MATCH LI N E U ITTl e T { X O SEESHEET4A � S /\� � •y D Q 4 ORIFS w H lull �\ \: •• , O F L _TgsT 2Ln M \� HTDISNC �H T l l T n. � i A '' ty Q � I \ � •° 60' z$p' _ �' � Y g � � J w , A ll y I•+ ® �■ 18 _ G lu T l T \ , PROPOSED DECORATIVE BLACK ALUMINUM \\ s V o 12 G sn D llT FENCE AROUND SWM FACILITY- 1g G#3 D �- `' \ ' - _ �►• l l l \ SEE DETAIL ON SHEET Li.6 \ 2 ® BU�N ' ty r — w \ G ` ®� D v v a TOR1E5 Q V I T— w a ni lilt \ A A p 3 �N1T51 L a��•�®� ¢ o o ®V ° - 22 ••� A CD fn y \ m ® ® ❑ \ / qR \ ll i l \ \ -+ 70 � 1 ® •. H ����� O \ R � � 1 CyERA A• it l T l l \ y ! ® -- 2 (pu-�Ic EN( p 12 ➢ m , c ® • V POCKET F T G O) \ • D P PARK3a ti L�J R \ H i \q �� \R Lu cM T i l ® 8' ' � � S .�• U � NCf, � � Z It IR CIRCLE l,l�T �Z\ � >� B Q •�. 21 --9 PRRA ETRP�EUNAYI � 9� K '' s M. 00 M Lu till y\ \ \ •� D ®®K � ;e- _ / $�. 3R � 33 !� 1��� ®® ®® D q, \ LL , I --I Q l i i \ P D ®®®® _ H q �!! ! 00 p ®® 00 l l l l \\ \ M 9 ! 0® D G# 4 3 STOR 5 0 ®0 N Q Till p - vIL�IN TORTES Z T l T \ G �!°� V D ®® g STORIES 4 5 Q �� W EXISTING SWM ACCESS ROAD \ !1 ®® 314 �T51 D U- 1 T T l \ PROPOSED TO BE IMPROVED D 172UN \ v" \ PROPOSED SWM EASEMENT P� D TORTE`' D ®® D �•9 / > u) Cy l T T l /FORWETPOND 3 ! y>� \ \ FACILITY ° \\ 45TORIES ®® ! Q ✓ lTl ®® ® ,, /1 7 l l l l \ \ Lu it LIMITS OF DISTURBANCE ®®® ® D ® ®® �� • `' Q & TREE PRESERVATION A ® !! Lui 0 IT 00 lTT \ \ N 1 D DOG PARK U Lu C%) L Y MIT / Till\ / W J Till ul L:uj / iI� —/ / lTTl l l l l / 1 // LIMITS OF DISTURBANCE N > PROPOSED DECORATIVE BLACK ALUMINUM \ N & TREE PRESERVATION / (� W l\ \ FENCE AROUND SWM FACILITY - Till } �SEE DETAIL ON SHEET L1.6 - F M \ l Ml\-----------\ — / STREAM EXISTING BUFFER _ W '^ l T l l / EXISTING ioo' WPO \ STREAM BUFFER W V \ ll STREAM BUFFER J T i--i \ T l T p r� r QA PROPOSED BUILDING ENTRANCE J � J PROPOSED CONCRETE STEPS © PROPOSED CONCRETE HANDICAP ACCESSIBLE ADA RAMP WITH HANDRAILS PROPOSED APARTMENT BUILDING PORCH/PATIO rn ui l T\l)l �T; 03 SITE PLAN NOTE LEGEND: L PROPOSED io' ASPHALT SHARED -USE PATHWAY 0 PROPOSED TOWNHOUSE REAR DECK (8' DEEP x zo' WIDE) l T i T m ❑A TIE -INTO EXISTING CURB FM PROPOSED 5' ASPHALT WALKWAY 0 PROPOSED ENTRANCE (VDOT STD. CG-qD) J TIE -INTO EXISTING SIDEWALK PROPOSED PRIMITIVE TRAIL (CLASS B) - SEE SHEET io Q PROPOSED DRIVEWAY (18' WIDE x 18' DEEP MINIMUM)0 QO I� Till 6' SIDESETe� © � PROPOSED 6' CRUSHED STONE PATH r� l T\l l \ © TIE-IN TO EXISTING PAVEMENT (MILL & OVERLAY EXISTING PAVEMENT AT TIE-IN ❑ QH PROPOSED ONE (i) CAR GARAGE (iz' x zo' MINIMUM) V l l l CONNECTIONS) © PROPOSED SEGMENTED RETAINING WALL (RIVER RED COLOR OR EQUAL) DI PROPOSED BUS STOP w/ SHELTER & BENCH (SHELTER SHALL MEET CAT DESIGN O Lu J \T l \l T l ❑D PROPOSED MILL & OVERLAY (VDOT STD. WP-z) FOR ANY ROAD CONNECTION w/ © PROPOSED CONCRETE RETAINING WALL WITH STONE FACE STANDARDS) N U l\� l B FINAL PAVEMENT TOP COAT ALREADY INSTALLED ® PROPOSED RAILING ALONG PATHWAY ADJACENT TO SLOPES (VDOT STD. HR-1) OJ PROPOSED REMOVABLE BOLLARDS COMPATIBLE w/ KNOX BOX LOCKING SYSTEM LU w lilt l l S PROPOSED STOP SIGN (Ri-i) \ E PROPOSED PUBLIC RIGHT-OF-WAY (8' PLANTING STRIP ALONG ARCHER AVE ❑ �K PROPOSED DUMPSTER ADJACENT TO ASPHALT PED. PATH, OTHERWISE 6' PLANTING STRIP) ❑ PROPOSED STREET SIGN © PROPOSED FENCE JOB NO. GRAPHIC AL p 0 PROPOSED CURB (VDOT STD. CG-z) ❑U PROPOSED 'NO PARKING - FIRE LANE' SIGN (R7-4) 0 PROPOSED BICYCLE RACK 232220 CONTRACTOR TO TIE PROPOSED V PROPOSED HANDICAP PARKING SIGN R 8 so o is o so \ 0 PROPOSED CURB &GUTTER (VDOT STD. CG-6) ❑ (7-) 0 PROPOSED MAILBOXS \ io'WIDEASPHALTPEDESTRIANPATH INTO EXISTING PEDESTRIAN PATH r PROPOSED SPEED LIMIT SIGN (Rz-1) O PROPOSED RISER ROOM SCALE \ NOTE: LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT 0 PROPOSED SIDEWALK RAMP (VDOT STD. CG-iz) Q )) = 30) \ DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN AREA BETWEEN 0 PROPOSED CROSSWALK (VDOT STD. PM-3) ❑X PROPOSED 16' DEEP PARKING SPACE WITH z' GRASS OVERHANG © PROPOSED ELECTRICAL TRANSFORMER PAD ( IN FEET) \ \ \ Y 1 inch = 30 ft. z AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT 0 PROPOSED 5' CONCRETE SIDEWALK PROPOSED ON -STREET PARKING SPACE (8' x zo') ❑ © PROPOSED HVAC UNIT SHEET NO. \ LINE AND ACCOMMODATE PEDESTRIANS. Z PROPOSED SIGHT DISTANCE EASEMENT (VARIABLE WIDTH) 4B Q PROPOSED 6' CONCRETE SIDEWALK ❑ ® PROPOSED CAR CHARGING STATIONS ry PUBLIC RIGHT-OF-WAY RESERVED FOR A \ ® ® Lu V 0 8' \ 3p FUTURE DEDICATION FOR PUBLIC USE / D®® 3 TORI J w D ®® Q� Ij� 16 \ Q Q IS GRct y, D ® H p ti� TRAVF� X F 6 �j \ 3/4 STOR G #6 O �/ t C \ $ AV BgCK 5� \ PROPOSED zo' EMERGENCY A (�z UNITs) ®® ®® \ 9�1 N ® ACCESS ROAD \ N \ / .js D D10 A O G T = a \ • � a D ®® 3 TOR M / H " �S 40 4sD p � K N ARcH�R TQRrFs iFR ' I R- J / \ \ a PUBLIC RIGHT-OF-WAY RESERVED FOR FUTURE DEDICATION FOR PUBLIC USE VBCIOST(1F%S�jG�j ��/ ~ / / P G ® E PHASE III. /s R 5 UV gNCF ® p D _ !y\\"�°:; � i / i 1 / PHASE I \ \ ,.. \ ! S o O J /� i U \ 1213' PLANTING STRIP ❑� o C 00 IN q `QJ LIMITS OF DISTURBANCE Q D \ �. \ \ \1 j/ / 3' PLANTING STRIP / & TREE PRESERVATION i VAN MAT�HLIN& NEW ��A�� / 11 - x G on CIOwon Z a o d ti J Z z z ZV w o g LL g O # w HEn J = J W Z_ w Z w ¢ w W a d A % \ / LIMITS OF DISTURBANCE \ H U / &TREE PRESERVATION _ 7 w N N N E PHPSE� Q j m \ 0 0 0 K \ ` f o .. rl PHASE�� / LIMITS OF DISTURBANCE L \ \� r U \ / & TREE PRESERVATION / m EXISTING ioo' WPO Y STREAM BUFFER 1 \ U P LIMITS OF DISTURBANCE, PHASE , & TREE PRESERVATION 1 r EXISTING ioo' WPO / as STREAM BUFFER la Go 01 y� mI� a 4� / �z W 1 m' / EXISTING ioo' WPO / STREAM BUFFER Z 1 \ I I L o I I / I I I / I / Y GRAPHIC SCALE I I 30 0 15 30 60 I n I Z ~ - — W w > w IN W CONTRACTOR TO INSTALL A BARRICADE 1 inch FEE 0) ft. rn-LI G V ONLY IF ARCHER AVENUE HAS NOT BEEN p W m CONSTRUCTED TO THE PROPERTY LINE V v WITHIN THE ARCHER NORTH DEVELOPMENT o - - B— _� r-----_---_ __ A : BWill IF ARCHER NORTH IMPROVEMENTS EXTENDING TO PROPERTY LINE I PROPOSED UNDER SEPARATE SET 0 \� FPLANS I ARCHER NORTH IMPROVEMENTS \/ , EXTENDING TO PROPERTY LINE —— _ (PROPOSED UNDER SEPARATE r--—— — SET OF PLANS) jl j r-�-TI- - - -- o � 0 CD ry �J I \L o ~ NOTE: LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN AREA BETWEEN Q z AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT (V J LINE AND ACCOMMODATE PEDESTRIANS. d SITE PLAN NOTE LEGEND: w ❑A TIE -INTO EXISTING CURB © TIE-IN TO EXISTING SIDEWALK ,~^ © TIE-IN TO EXISTING PAVEMENT (MILL & OVERLAY EXISTING PAVEMENTAT TIE-IN C) v , CONNECTIONS) m ❑D PROPOSED MILL & OVERLAY (VDOT STD. WP-z) FOR ANY ROAD CONNECTION w/ N Q FINAL PAVEMENT TOP COAT ALREADY INSTALLED Z ❑E W PROPOSED PUBLIC RIGHT-OF-WAY (8' PLANTING STRIP ALONG ARCHER AVE ADJACENTTO ASPHALT PED. PATH, OTHERWISE 6' PLANTING STRIP) ❑F PROPOSED CURB (VDOT STD. CG-z) W i- q ❑G PROPOSED CURB & GUTTER (VDOT STD. CG-6) J w ❑H PROPOSED SIDEWALK RAMP (VDOT STD. CG-iz) u) 0 PROPOSED CROSSWALK (VDOT STD. PM-3) U) Q y QJ PROPOSED 5' CONCRETE SIDEWALK LJ,J 1 ❑K PROPOSED 6' CONCRETE SIDEWALK L9 ia- < z 1 © PROPOSED io' ASPHALT SHARED -USE PATHWAY O J ❑M PROPOSED 5' ASPHALT WALKWAY J 0- PROPOSED 5' PRIMITIVE TRAIL (CLASS B) - SEE SHEET 3.o LLJ / PROPOSED 6' CRUSHED STONE PATH Q © PROPOSED SEGMENTED RETAINING WALL (RIVER RED COLOR OR EQUAL) = w © PROPOSED CONCRETE RETAINING WALL WITH STONE FACE w U C V) ® PROPOSED RAILING ALONG PATHWAY ADJACENTTO SLOPES (VDOT STD. HR-1) ❑S PROPOSED STOP SIGN (Ri-1) Y C)❑T PROPOSED STREET SIGN w J ❑U PROPOSED 'NO PARKING - FIRE LANE' SIGN (R7-4) Ln W OV PROPOSED HANDICAP PARKING SIGN (R7-8) \ �W PROPOSED SPEED LIMIT SIGN (Rz-i) W U J ❑X PROPOSED 3.6' DEEP PARKING SPACE WITH z' GRASS OVERHANG 0 ❑Y PROPOSED ON -STREET PARKING SPACE (8' x zo') ui ❑Z PROPOSED SIGHT DISTANCE EASEMENT (VARIABLE WIDTH) w J QA PROPOSED BUILDING ENTRANCE J J © PROPOSED CONCRETE STEPS U ~ © PROPOSED CONCRETE HANDICAP ACCESSIBLE ADA RAMP WITH HANDRAILS QD PROPOSED APARTMENT BUILDING PORCH/PATIO Lij QE PROPOSED TOWNHOUSE REAR DECK (8' DEEP x zo' WIDE) QF PROPOSED ENTRANCE (VDOT STD. CG-qD) Cif J QG PROPOSED DRIVEWAY (18' WIDE x i8' DEEP MINIMUM) 0 ��QI� O QH PROPOSED ONE (3.) CAR GARAGE (iz' x zo' MINIMUM) V (D PROPOSED BUS STOP w/ SHELTER & BENCH (SHELTER SHALL MEET CAT DESIGN O J STANDARDS) N U QJ PROPOSED REMOVABLE BOLLARDS COMPATIBLE w/ KNOX BOX LOCKING SYSTEM L w \ OK PROPOSED DUMPSTER 013� _ © a- ILn PROPOSED FENCE \ QM JOB NO. PROPOSED BICYCLE RACK 232220 I& PROPOSED MAILBOXS \ QO PROPOSED RISER ROOM " SCALE © PROPOSED ELECTRICAL TRANSFORMER PAD 1 =30' © PROPOSED HVAC UNIT SHEET NO. ® PROPOSED CAR CHARGING STATIONS 4C I SITE PLAN NOTE LEGEND: SITE PLAN NOTES NOTE: LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT ❑A TIE -INTO EXISTING CURB DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN AREA BETWEEN z AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT ❑ TIE -INTO EXISTING SIDEWALK GENERAL LINE AND ACCOMMODATE PEDESTRIANS. © TIE-IN TO EXISTING PAVEMENT (MILL & OVERLAY EXISTING PAVEMENT AT TIE-IN 1. CONTRACTOR SHALL OBTAIN A VDOT WORK PERMIT PRIOR TO ANY CONSTRUCTION WITHIN THE VDOT RIGHT OF WAY. CONNECTIONS) VDOT TO REVIEW AND APPROVE THE PERMIT AND MAINTENANCE OF TRAFFIC PLAN PRIOR TO THE START OF ANY ❑D PROPOSED MILL & OVERLAY (VDOT STD. WP-z) FOR ANY ROAD CONNECTION w/ CONSTRUCTION WITHIN THE VDOT RIGHT OF WAY. z. EXISTING AND PROPOSED DUMPSTERS ON SITE SHALL COMPLY WITH APPLICABLE COUNTY REQUIREMENTS. DUMPSTERS FINAL PAVEMENT TOP COAT ALREADY INSTALLED SHALL BE SCREENED AND NOT BE VISIBLE FROM RIGHT-OF-WAY. ❑E PROPOSED PUBLIC RIGHT-OF-WAY (8' PLANTING STRIP ALONG ARCHER AVE 3. ALL SIDEWALK WITHIN THE LIMITS OF THE DEVELOPMENT SHALL BE PRIVATE SIDEWALKS AND SHALL BE PRIVATELY MAINTAINED. ADJACENT TO ASPHALT PED. PATH, OTHERWISE 6' PLANTING STRIP) 4. ALL SIDEWALKS AND WALKWAYS SHALL HAVE A MINIMUM CLEAR WIDTH OF 5', EXCEPT WHERE NOTED ON THE SITE PLAN. ❑F PROPOSED CURB (VDOT STD. CG-z) 5. ALL WALKWAY CROSSINGS SHALL MEET MINIMUM ADA ACCESSIBILITY STANDARDS AND SHALL HAVE A CROSS SLOPES OF i%OR LESS. ❑G PROPOSED CURB & GUTTER (VDOT STD. CG-6) 6. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE INSTALLED CONSISTENT WITH MUTCD STANDARDS. ❑H PROPOSED SIDEWALK RAMP (VDOT STD. CG-12.) 7. ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE FROM PARKING TO AN - ACCESSIBLE ENTRANCE. 0 PROPOSED CROSSWALK (VDOT STD. PM-3) 8. ALL SIGNS IDENTIFYING ACCESSIBLE PARKING SPACES SHALL BE AT LEAST6o INCHES ABOVE THE GROUND/SURFACE PROPOSED 5' CONCRETE SIDEWALK (FROM BOTTOM OF SIGN) AND INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. ACCESSIBLE VAN PARKING ❑K PROPOSED 6' CONCRETE SIDEWALK SPACES SHALL CONTAIN THE DESIGNATION'VAN ACCESSIBLE. 9. RAMPS OVER 30" IN ELEVATION CHANGE REQUIRE HANDRAILS. © PROPOSED io' ASPHALT SHARED -USE PATHWAY io. PER 502.6 OF THE zoio ADA DESIGN STANDARDS ACCESSIBLE PARKING SPACE IDENTIFICATION SIGNS SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH 703-7.2.1, AND SIGNS IDENTIFYING VAN PARKING SPACES ❑M PROPOSED 5' ASPHALT WALKWAY SHALL CONTAIN THE DESIGNATION "VAN ACCESSIBLE". ❑N PROPOSED 5' PRIMITIVE TRAIL (CLASS B) - SEE SHEET to ii. PER ADA 502.4 PARKING SPACES AND ACCESS AISLES SHALL COMPLY WITH 302, SLOPES NOT STEEPER THAN z%SHALL BE ❑O PROPOSED 6' CRUSHED STONE PATH 11. PERMITTED. PER ADA 403.3THE RUNNING SLOPE OF AN ACCESSIBLE ROUTE SHALL BE 5%OR LESS. SLOPES OVER 5% WILL REQUIRE A © PROPOSED SEGMENTED RETAINING WALL (RIVER RED COLOR OR EQUAL) RAMP. Q PROPOSED CONCRETE RETAINING WALL WITH STONE FACE 13. PER ADA 2o6.2.2 AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS, FACILITIES, ELEMENTS AND SPACES ON THE SAME SITE. ® PROPOSED RAILING ALONG PATHWAY ADJACENT TO SLOPES (VDOT STD. HR-1) 14. ALL PARKING SPACES SHALL BE 9'x18', EXCEPT AS NOTED. ❑S PROPOSED STOP SIGN (R1-1) 15. HANDICAP PARKING SPACES SHALL BE 8'x18', EXCEPT AS NOTED. 16. ALL HANDICAP PARKING SPACES SHALL BE INDICATED WITH A SIGN. ❑T PROPOSED STREET SIGN 17. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED AREAS, VERTICALLY AND PROPOSED 'NO PARKING -FIRE LANE' SIGN (R7-4) HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. 18. CONTRACTOR SHALL CONFIRM ALL UTILITY, DRAINAGE, AND ROAD CONNECTIONS, AND SHALL NOTIFY ENGINEER OF ANY ❑V PROPOSED HANDICAP PARKING SIGN (R7-8) TIE-IN ISSUES OR DISCREPANCIES. �W PROPOSED SPEED LIMIT SIGN (R2-1) 19. 1 REPRESENTS ONE PROPOSED PARKING SPACE. zo. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13'-6". ❑X PROPOSED 16' DEEP PARKING SPACE WITH z' GRASS OVERHANG 21. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,000 LBS. ❑Y PROPOSED ON -STREET PARKING SPACE (8' x zo') zz. CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE AND BELOW GROUND, SERVICING ADJACENT PROPERTIES SHALL CONTINUE TO SERVICE THE ADJACENT PROPERTIES THROUGHOUT CONSTRUCTION AND UPON COMPLETION OF - ❑Z PROPOSED SIGHT DISTANCE EASEMENT (VARIABLE WIDTH) THE PROJECT TO THE FULLEST EXTENT POSSIBLE. 23. SEE SHEET FOR COMPLETE PROJECT BOUNDARY DIMENSIONS AND METES AND BOUNDS. 24. CURB RADII SHOWN, REPRESENTED WITH ANT', DIMENSION THE FACE OF CURB. QA PROPOSED BUILDING ENTRANCE 15. ALL RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 © PROPOSED CONCRETE STEPS FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN FOR THE WALLS SYSTEM. 26. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1,1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO © PROPOSED CONCRETE HANDICAP ACCESSIBLE ADA RAMP WITH HANDRAILS APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI QD PROPOSED APARTMENT BUILDING PORCH/PATIO FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. z7. ALL PRIVATE TRAVELWAYS SHALL BE OWNED AND MAINTAINED BY THE APARTMENT COMPLEX. NO PUBLIC AGENCY, E O PROPOSED TOWNHOUSE REAR DECK (8' DEEP x zo' WIDE) INCLUDING VDOT AND THE COUNTY OF ALBEMARLE WILL BE RESPONSIBLE FOR MAINTAINING THE TRAVELWAYS WITHIN QF PROPOSED ENTRANCE (VDOT STD. CG-9D) THE APARTMENT COMPLEX. G Q PROPOSED DRIVEWAY (18' WIDE x 18' DEEP MINIMUM) 28. ALL PUBLIC WATER AND SANITARY SEWER FACILITIES SHALL BE DEDICATED TO PUBLIC USE AND THE EASEMENTS FOR THOSE FACILITIES, AS IDENTIFIED ON THIS PLAN, SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. QH PROPOSED ONE (i) CAR GARAGE (12' x zo' MINIMUM) THE ONSITE SANITARY SEWER IS A PRIVATE UTILITY AND NO EASEMENTS ARE REQUIRED. �I PROPOSED BUS STOP w/ SHELTER &BENCH (SHELTER SHALL MEET CAT DESIGN 29. ALL PRIVATE YARD DRAIN DESIGN INFORMATION (INCLUDING INVERTS OF THE SYSTEM) SHALL BE PROVIDED BY THE CIVIL ENGINEER DURING CONSTRUCTION. STANDARDS) 3o. THE TRASH COMPACTOR AREA SHALLALSO INCLUDE A RECYCLING BIN FOR THE APARTMENT COMPLEX. QJ PROPOSED REMOVABLE BOLLARDS COMPATIBLE w/ KNOX BOX LOCKING SYSTEM 31. SEE FINAL SITE PLAN FOR DESIGN OF THE CONCRETE STEPS AND RAMPS. 32. ALL RECREATIONAL AREAS AND AMENITIES SHALL BE LOCATED ALONG AN ACCESSIBLE ADA RAMP (AS SHOWN ON THE QK PROPOSED DUMPSTER SITE PLAN). © PROPOSED FENCE 33. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, MANHOLE TOPS AND DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF E/P, DRAINAGE, OR UTILITIES TO COLLINS ENGINEERING FOR REVIEW AND QM PROPOSED BICYCLE RACK APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING SHALL VERIFY ALL SURVEY SHEETS TO ENSURE POSITIVE QN PROPOSED MAILBOXS DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION. 34. WALLS WITH HEIGHT OF 30" OR GREATER SHALL REQUIRE HANDRAILS - SEE NOTES & DETAILS SHEET. QO PROPOSED RISER ROOM 35. A KNOX BOX WILL BE REQUIRED ON EACH BUILDING. THE LOCATION OFTHE KNOW BOX CAN BE COORDINATED WITH THE © PROPOSED ELECTRICAL TRANSFORMER PAD FIRE MARSHAL'S OFFICE. © PROPOSED HVAC UNIT VIRGINIA DEPARTMENT OF TRANSPORTATION ® PROPOSED CAR CHARGING STATIONS 1. VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT NECESSARY TO PROTECTTHE ROADWAY FROM FLOODING OR DAMAGE. z. A MOT PLAN SHALL BE PROVIDED PRIOR TO THE START OF CONSTRUCTION FOR ANY WORK ON EXISTING ROADWAYS THAT HAVE BEEN ACCEPTED BY VDOT. CURRENTLY, THE EXISTING ROADWAY INTERSECTIONS FOR THIS DEVELOPMENT ARE UNDER CONSTRUCTION AND HAVE NOT YET BEEN ACCEPTED BY VDOT. NO MOT PLAN IS REQUIRED AT THIS TIME FOR THE IMPROVEMENTS AT THE ENTRANCES. 3. IFATRAFFIC MAINTENANCE PLAN (TMP) IS REQUIRED, THEN IT SHALL BE PREPARED BY AN ADVANCED WORK ZONE CERTIFIED PERSON, CERTIFICATION CARD AND VERIFICATION NUMBER IS REQUIRED ON THE TMP SUBMITTAL. 4. ACCESS FOR LOCAL TRAFFIC AND EMERGENCY VEHICLES WILL NEED TO BE MAINTAINED AT ALL TIMES FOR WORK WITHIN GRAPHIC SCALE THE RIGHT OF WAY. 5. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE SHALL BE MAINTAINED IN AREA 30 0 15 30 60 BETWEEN 2 AND 7 FEET ABOVE THE GROUND ASA CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. THE APARTMENT COMPLEX MANAGEMENT COMPANY WILL BE RESPONSIBLE FOR THE MAINTENANCE OF THE SIGHT LINES. 6. TREES THAT LINE SIDEWALKS OR PARK PATHWAYS, OR WITHIN SIGHT DISTANCE TRIANGLES SHOULD HAVE LIMBS AND ( IN FEET ) BRANCHES RAISED TO A MINIMUM OF EIGHT FEET (8') ABOVE FINISH GRADE. STREET TREES THAT LINE STREETS SHOULD 1 inch = 30 ft. HAVE BRANCHES AND LIMBS RAISED GRADUALLY FROM EIGHT FEET (8') AT THE CURB TO FOURTEEN FEET (10 OVER TRAVEL LANES. 3'-01 x GALVANIZED HM DOOR OR WITH 4' HEAD 1®-01 M1 V Min. 3' Min. 5' Max. e' Max. AND DEADBOLT 7'-4' 111 . 31'-4' Gdaded rea Width of Snared Use Path 10' Minimum 2. Graded _ I I I SEE CIVIL / \ DWG'5 FOR GRADING F-` __ SLOPE \ IF_________ a._ _________� TRA3W COMPACMR I N11-01 I '` may-��--- O 17 -__�`---__-v� -- °L----- - - - - - , I I 40'-31 C-E-R IAC-15 I BRICK WATER TABLE BELOW BASIS OF DE51GN - MARATHON, MODEL P--2505C-34CY 31'-01 VFWH � 2 , AR1JR FIGURE A(1)-7 CROSS SECTION OF TWO-WAY SHARED USE PATH MASONRY SCREEN WALL SURFACE MOUNTED FIRE 30' x 30' PAINTED GALVANIZED STEEL W/ PRECAST CAP, TYP. EXTINGUISHER CABINET z PDOOR ROVIDED TRASH DROP IN INDUSTRIES WITH COMPACTOR 3 V AF1-01 [" / 19 X 1 ry �.� H I� ' 9' M F_, r 18 \ 16 ®® �' G' PUBLIC RIGHT-OF-WAY RESERVED FOR 9' 8, n M � FUTURE DEDICATION FOR PUBLIC USE 0D � ct STORIES z D ®� K ..� 16 (P ��RS�yC/R 13 9 \ ORIES 1 LU BUDDING D �® H C P �� ATE7RAVF�WgF X F S p fs� 3/4 STO #6 D V Q ■ fiz UN� SES N to \ (] BLIC RIGHT-OF-WAY RESERVED FOR TURE DEDICATION FOR PUBLIC USE LIMITS OF DISTURBANCE & TREE PRESERVATION EXISTING too' WPO � STREAM BUFFER I \ �PL�yoi c.0 PROPOSED PEDESTRIAN, CONNECTION w/ REMOVABLt BOLLARDS COMPATIBLE w/ KNOX BOX LOCKING SYSTEM U TEMPORARY 13' ACCESS EASEMENT FOR EMERGENCY ACCESSWAY ED 10' ROAD FA LIMITS OF DISTURBANCE & TREE PRESERVATION LIMITS OF DISTURBAt• & TREE PRESERVATI PUBLIC RIGHT-OF-WAY RESERVED FOR FUTURE DEDICATION FOR PUBLIC USE _[LSTG 100' WPO / BUFFER REAM LIMITS OF DISTURBANCE PRESERVATION J MAT�HLINE \ SEE SHEET .4C K10 o � TH �F O SCOTT R. COLLINS U Lic. No. 035791 4' 11/17/24 �SSIONAL i m LU Ca Z = O � n r o a Z � a LU z \ \ LU g LU O Z � LUOJ \ (n LU z_ w z_ w ¢ w LU v 't a LU Q o o CD L9 M z Z Q N LU 1 1 H� CN C W� J N Q W z > LL. LIJ �1 Z J LU -' V! a L 9 Uj 2 Q O1 LL z Q z Uj W U LU n � i a_ i O UlJ W ' Z W LU , Q W � J U) 1--1 w J � O J Q O 0 _ U O O J N u LU O w a U1 JOB NO. 232220 SCALE lit =30' SHEET NO. 4D ------ __ -- - - - -- ------------------ - _ _ ~ UTILITY NOTES V op --- - r,s - -- --- - - -� 1 ANY DAMAGE TO EXISTING UTILITIES CAUSED BY CONTRACTOR OR ITS �� f� - - - - - CONTRACTOR'S SOLE RESPONSIBILITY AND REPAIRED v., C D ,398 P. 910(EX.5A (EX.7A) AT CONTRACTORS EXPENSE. D.B. O Gi D.B. 26 P Z D. B. 327 P. 117 (EX.7A z. THE CONTRACT DOCUMENTS DO NOT GUARANTEE THE EXISTENCE, NON-EXISTENCE D.B. 347 P. 103 (EX.5A (EX.7A OR LOCATION OF UTILITIES. CONTRACTOR SHALL VERIFY THE EXISTENCE AND SCOTT R. COLLINS " B. 392 P. 29 (EX.8) �EX.5, �EX.7A) LOCATION OR THE NON-EXISTENCE OF UTILITIES. AT LEAST 48 HOURS PRIOR TO Lic. No. 035791 414 P. 234 EX.8) (EX.5A ANY EXCAVATION OR CONSTRUCTION, CONTRACTOR SHALL NOTIFY MISS UTILITY fp 11/17/24 k� 462 P. 473 (EX.8) (EX.16� (EX.5A) (EX.7A) D. 55 P. 568 (EX.8) EX.5A) (EX.7A (1 800-55z-7oo1) AND/OR THE RESPECTIVE UTILITY COMPANIES FOR GAS, WATER, SEWER, POWER, PHONE, AND CABLE. CONTRACTOR SHALL TIMELY ARRANGE TO SIGNAL E� HAVE THE VARIOUS UTILITIES LOCATED, AND TO HAVE THEM REMOVED OR RELOCATED, OR TO DETERMINE THE METHOD OF PROTECTION ACCEPTABLE TO THE JQ RESPECTIVE OWNER IF UTILITIES IN ACCORDANCE WITH THE RESPECTIVE UTILITY'S P\. RULES AND REGULATIONS. 3. CONTRACTOR SHALL EXCAVATE TO LOCATE BURIED UTILITIES FAR ENOUGH IN ADVANCE OF ITS WORK TO ALLOW FOR HORIZONTAL AND/OR VERTICAL \ ADJUSTMENTS TO ITS WORK AND/OR THE UTILITIES. NO ADJUSTMENT IN \\ ` COMPENSATION OR SCHEDULE WILL BE ALLOWED FOR DELAYS RESULTING FROM - P) EV CHARGER (TYP.) TMP 46-28G CONTRACTOR'S FAILURE TO CONTACT AND COORDINATE WITH UTILITIES. FOR COPPER SERVICE LINE�� _ ��� JAN6 SNOW 4. WHEN THE WORK CROSSES EXISTING UTILITIES, THE EXISTING UTILITIES SHALL BE FOR TRASH COMPACTOR W.B.W.B• 63 P. 427 (P)TRANSFORMER- D.B. 418 P. 440 ADEQUATELY SUPPORTED AND PROTECTED FROM DAMAGE DUE TO THE WORK. ALL FROM BUILDING 2 1 � • (TYPICAL) I � �� \ r�` D.B. 326 P. 92 PLAT METHODS FOR SUPPORTING AND MAINTAINING THE EXISTING UTILITIES SHALL BE _ APPROVED BY THE RESPECTIVE UTILITY COMPANY AND/OR THE ENGINEER. 42 P) EV CHARGER (T 1 .) P�. ®®)-0 r S. CONTRACTOR SHALL EXERCISE CARE TO ENSURE THAT THE GRADE AND a a � I ���..rX' � ► � �� � � �� ALIGNMENT OF EXISTING UTILITIES ARE MAINTAINED AND THAT NO JOINTS OR CONNECTIONS ARE DISPLACED. BACKFILL SHALL BE CAREFULLY PLACED AND w Co COMPACTED TO PREVENT FUTURE DAMAGE OR SETTLEMENTTO EXISTING z � a _ - _ - - Ln UTILITIES. ANY UTILITIES REMOVED AS PART OF THE WORK, AND NOT INDICATED TO BUILDING #2 z ` 1 BE REMOVED OR ABANDONED, SHALL BE RESTORED USING MATERIALS AND �/� a , J N I 3/45TORIEj ®� ►► ly ' INSTALLATION EQUAL TO THE UTILITY STANDARDS. - Vl z (36 FFE4 ITS) ®®� ►► 1Q 6. CONTRACTOR SHALL NOTIFY LANDOWNERS, TENANTS, AND THE ENGINEER PRIOR Z w � g I® BSMT=482.00 ,, , ► I TO THE INTERRUPTION OF ANY SERVICES. SERVICE INTERRUPTIONS SHALL BE KEPT p a ti a (P) i" TYPE K COPPER o TO A MINIMUM. O z r �*LU (P)1.5" WATER METER BOX ► ► WATER SERVICE LATERAL 1` 7. THE ADJUSTMENT OF ALL MANHOLE TOPES, WATER VALVE BOXES, GAS VALVE H O u) f m I w/TWO 4"-45° BENDS ► I 1)\ BOXES, AND WATER METER BOXES SHALL BE THE RESPONSIBILITY OF THE . a o a LOCATION OF RPZ ON DOMESTIC (P) FIRE HYDRANT ASSEMBLY p CONTRACTOR. COSTS ARE TO BE INCLUDED UNDER THE VARIOUS UNIT BID ITEMS. H w z w Z „ , WATERLINE DDCA ON THE FIRELINE W 6" G.V. ® O 4" SDR z6 PVC LL o LL 1 � � / ® SAN. LAT. CLEANOUT � ` NO SEPARATE PAYMENT WILL BE MADE. \ .. p I AND PRV ON THE DOMESTIC WATERLINE (P) 6" SDR z6 PVC ► N. 6. °h PROPERTY \ \$ ❑ 8. ALL WATER METER, VALVES, AND FIRE HYDRANT ADJUSTMENTS/RELOCATIONS / LU a c (ALL WITHIN BUILDING) SAN. LAT. CLEANOUT ®®� - �� WV 47C�4 5 99 BOUNDARY )\ SHALL BE PERFORMED BY THE CONTRACTOR. W = _ M (P) 2" TYPE K COPPER 74 LF @ 11.9% �' g. A MINIMUM OF 18" VERTICAL & io' HORIZONTAL SEPARATION SHALL BE MAINTAINED � o a ► WATER SERVICE LATERAL ® 'INV. 477.o0 �� I 1 BETWEEN WATER LINES & SANITARY SEWER. A MINIMUM OF 12" VERTICAL AND 5' HORIZONTAL SHALL BE MAINTAINED BETWEEN PARALLEL SANITARY AND STORM ♦ (P) 6" D.I. J.c�� PAVILI 1�) SEWER. I ® FIRE LINE J" �.� FFE= io. MINIMUM DEPTH OF COVER FOR WATER LINES SHALL BE 3', \ ♦40 " P 6"X6TEE r O ► • . w- ii MINIMUM DEPTH OF COVER FOR SANITARY SEWER SHALL BE 3'. 6" G.V." ► o) ❑ 12. AT ALL UTILITY CROSSINGS A MINIMUM VERTICAL SEPARATION OF 12" SHALL BE \ I a 61 ► • °• i MAINTAINED. A MINIMUM VERTICAL SEPARATION OF 18" IS REQUIRED BETWEEN THE (P)6"-go BENDI� 3+00 1 BOTTOM OF THE WATER LINE AND THE TOP OF THE SANITARY SEWER LINE. (P)6"Xy"TEE 1 I � � '` 13 CONTRACTOR SHALL VERIFY ALL UTILITY TIE-IN CONNECTIONS TO EXISTING OR 4" D. I. W/L Z` UNDER CONSTRUCTION INFRASTRUCTURE. CONTRACTOR IS RESPONSIBLE FOR 4-- G.V. ¢ NOTIFYING THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING \\ 1 ,Ol, 1 / ; �Q UTILITIES AND THE PROPOSED UTILITIES. \ (P) FIRE HYDRANTASSEMBLY- �� MH24A POOL ►� J 14. GATE VALVES SHALL NOT BE CONSTRUCTED WITHIN THE CURBS, GUTTER PANS OR PAVERS. uu \ W/8"x6"REDUCER 6"x6' TEE 6" G.V. 1 1 / �� ~ n � 38 I s FFE=478.75 ► � � 15. SIGNS AND MARKINGS TO DELINEATE FIRE LANES, AS DESIGNATED BY THE FIRE Q � CD 1 1 i OFFICIAL, SHALL BE PROVIDED AND INSTALLED BY THE OWNER OR HIS/HER AGENT o \ , .0 OF THE PROPERTY INVOLVED. 16. ALL WATERLINE MATERIALS SHALL BE CONSTRUCTED OF CLASS 52 DIP. (P) 6" SDR z6 PVC ; 1 �\ MH24 I ; 17. A KNOX BOX WILL BE REQUIRED ON EACH BUILDING. THE LOCATION OF THE KNOX --SAN. LAT. CLEANOUT ♦ ; \ } r BOX CAN BE COORDINATED WITH THE FIRE MARSHAL'S OFFICE. h' 44 LF @ 2.o8% / / 18. ALL PROPOSED SANITARY SEWER IS PRIVATE. 0) i INV. 464.00 \ / 4 1 THE TYPE K COPPER WATER SERVICE LATERALS ARE ON THE PRIVATE SIDE OF THE ram® 11 (P) EV CHARGER (TYPJ \ g METER. THE PUBLIC PORTION OF THE WATER SERVICE WILL BE IN ACCORDANCE 1 _ 20D - 1 ,1 .•� y WITH THE ACSA STANDARD DETAILS. M (P)6" D.I. � \� '� ♦ ' � 1 ' FIRE LINE 1 0 W Q \ �, ° ° 20. A PRESSURE REDUCING VALVE (PRV) AND AN RPZ BACKFLOW DEVICE ARE REQUIRED • LOCATION OF RPZ ON DOMESTIC 1 N Z b e�� AT EACH BUILDING. M Q J \ PROPOSED 8" SDR z6 PVC 1Z0 Q 120C WATERLINE DDCA ON THE FIRELINE t 38B J )'' z1. AN RWSA INSPECTOR IS REQUIRED FOR ALL WATERLINE TIE INS AND WORK WITHIN N J 7 s :PRIVATE SANITARY SEWER 120B AND PRV ON THE DOMESTIC WATERLINE D J Q r; ` io' OF RWSA UTILITIES. (ALL WITHIN BUILDING) " W W ►► a Jj i zz. RWSA WILL REQUIRE AN RWSA INSPECTOR ON SITE FOR THE PROPOSED 12" M r ° ❑ WATERLINE TAP, WITH THREE (3) DAYS NOTICE. RWSA WILL REVIEW THE T.S.&V., 1 r ►'` Q 7 ► gLUBHOUSE ° �' "" DISINFECTION, AND PRESSURE TESTS. w ' C oC \ ► I z ALL FIRE HOSE THREADS SHALL BE C&O TYPE. (P) 2" TYPE K COPPER ► a , < ` FFE=478.83 � 3� ® WATER SERVICE LATERAL (P) 8"X6"TEE J .•' ° 24. ARB: VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR t �1 \ (P)1.5" WATER " _ 6" G V 1 1 1.��('' ° �► 1 / \ • SHALL BE ELIMINATED. 01 O METER BOX (P)8"X4"TEE,' ..' \ ► I 4'D.I.W/LV. , -� MATCHLINE NJ � 4" G.� ` �' _ c\l Q \ 12o BUILD G #� v SEE EE B J Z ® '- ► -1 � (P) 4" SDR 26 PVC ► 1 z 1 \ SAN. LAT.CLEANOUT } I Q ® 3/4 5T RIES 1 Z 1 1 LF 8 % � I ? ! (P) EV CHARGER (TYP.) � \ (36 U TS) 36 ►' A m P) 8"-1i.z5' BEND 33 3 5 LOCATION OF RPZ ON DOMESTIC \ FFE=4 33 -► 35 G N 1 l INV.47433 (P) FIRE HYDRANT ASSEMBLY \ \ B5MT=4 7.67 ► 1 m RV INTHEDOMESTIC I / W16"G.V. �� ' �J W H W11ATERLINE (ANDL WITHIN BUILDING) � / � ® (P) EV CHARGER (TYP.) ♦♦ L1 1 (P) 6"-go° BEND / Z J LLJ \ - - 1 (P)1.5" TYPE KCOPPER � 7 ' s \ ♦♦ 'WATER SERVICE LATERAL 54 (>f) Z (P)TRANSFORMER, ► \ '® ► \ \ \ ♦ ` ' C (TYPICAL) / (P) TRANSFORMER - P) EV CH ( \- (P) TRANSFORMER 34 33 \ ° ,., - ` (TYPICAL) (TYPICAL) P) 8 -22.5 BEND (P) 5/8' WATER METER FORS _.♦ \ \ \ ® \ \ '. • \ CLUBHOUSE ■ ins / /o \ ,: �- �(p)1 WATER METER.,;__ ® - \ FOR IRRIGATION (P) UNDERGROUND ® F (Pj1"CORP.STOP& PROPANE TANK \ _ r .c RAVECw Q Z H� 32 1' COPPER SERVICE LINE, \ t (P) 8" SDR z6 PVC q 17 \ 4 '.• _ i a (P)iz"-iz.z5°BEND (P)1z"X4"TEE \ / 3� i SAN. LAT. CLEANOUTP`��. Uj ` 128 - / {� \ 4" D.I. W/L � 52 �Q r _ U P_-1 \ - -- -o 8o F �a 2.1 F 4" G.V. i,�� INV. 458.83 126 32B 9 BEND / LOCATION OF RPZ ON DOMESTIC u, (P) 12"-1z.25° BEND 1 00 (P)1z"X6"TEE/` / \ -„ S®® WATERLINE, DDCA ON THE FIRELINE, �� '`.�� Y O 1111) e, O 6" G.V. / AND PRV ON THE DOMESTIC WATERLINE i •�� Iii 50 (ALL WITHIN BUILDING) a if ,. \ l l l l a ®®®r , LrU u l l u (P)12"X6" TEEUILDING S /� (P) 3" TYPE K COPPER BI \\ Wet lap on RWSA waterline: l l 1 32D 12+00 (P)1.5" WATER- 14+00 12" G.V. �� WATER SERVICE LATERAL 3/4 STORIES n / NV (P)12"X8"TEE METERBOX (7 UNITS) • Contractor shall coordinate with RWSA and ACSA for the l l 1 VE 28 g - 6" G.V. �� f (P) 6" D.I. FIRE LINE FFE=476.00 r I" I" I Ft P 1 2-12' G.v. 8' G.v. ' - \ i ° 3 :° ® Q connection to the existing RWSA 24" waterline. Contractor l l 1 l l QC SREE� UNE N __ - - - fl:L" CORP. STOP & a 6"-go' BEND MT- 65.3 shall use due diligence to protect the RWSA 24" waterline l l 1 l l - - P POgC�Cs "' PS �p'lERC� -°o 1" COPPER SERVICE LINE - b a9.. "`�®�® ®� -- during construction and tapping. l l l l 12" D FIRE HYDRANT ASSEMBLY (P) 1.5" WATERS w /� • Contractor shall verify the horizontal and vertical location, 1 , G r METER BOX V / +0 _ W/1z"X6' TEE AND 6" G.V. o the outside diameter and the pipe material of the 24" 11 /i 4 S (P) FIRE HYDRANT ASSEMBLY ^, 1 ti r®® J waterline prior to ordering the tapping sleeve. RWSA shall (P) 24"x12" T.S.&V. / - i i - �� ` 3 W/12"X6" TEE AND 6" G.V. (P)1z"X6" TEE be contacted 3 business days in advance of the test it and CONNECT TO EXISTING ,�,� ® J� v p , -i � � � � ' � � 1z" G.V. o � `��� ® � shall be present during the test pit. The tapping sleeve 2y" RWSA WATERLINE F �. i 6" G.V. rS, shall be approved by RWSA prior to being ordered. The 1 I I 1 " / \ MH23 _ \s 48 �• MH22 �����` tapping contractor shall be approved by RWSA prior to the (P) 6" D. I. tap. l l 1 l 1 /i „s F FIRE LINE • A minimum of 3 business days notice shall be given prior to ,/ / ° B,"6• installation of the tapping sleeve. The 24"x12"tapping 1l Ill . % %� \ (P)TRANSFORMER 3 �,6"-zz.5 BEND t ° �. I6+00 ° �� �-I J sleeve and valve shall be installed plumb. Following the iss �,, (TYPICAL)®®® ° (P)1z"X6�`�® N J /� f • 6„ G.V. `� LL placement and testing of the 24' x12" tapping sleeve and 176 / \ �� FD) ' - I • � A � -v � Q O valve, a concrete pad and thrust block shall be placed l 1 l l 1 1 \ 1 �. ► N I �� \ (P)1z"X4" TEE, 4" D.I. W/L W �� under and behind the tapping sleeve and allowed to set l l 1 (E) UNDERGROUND „s G \� \ (P) z" TYPE K COPPER ► _ ► ; 4" G.V. prior to making the tap. llll l TELEPHONE = \ WATER'ERVICELATERAL ; 1 I(P)6"-z\� END (P)FIREHYDRANTASSEMBLY �� INUPROPOSED zc' PRIVATE ( �W/12"X6"TEE AND 6" G.V. \�7Nf J lill 116 ",� ► 1 l l 1 i( \UNDERGROUND \ 1 SANITARY SEWER ESMT. ►1 _ �� 00 04 1- lit TELEPHONE LOCATION OF RPZ ONDOMES J w ° U �. s TIC ► m LU l l l o WATERLINE, DDCA ON THE FIRELINE, 7P) till 1 \ - AND PRV ON THE DOMESTIC WATERLINE (P) 6" SDR z6 PVC ® ►►I ' j zo m \ �'I a U)) GRAPHIC SCALE g I - WI \ ALL WITHIN BUILDING ► SAN. LAT. CLEANOUT ► Q l l) Lk ( ) v z 1-- \ JOB NO. so o u so so l l it \ \ 1 \ i 36 LF 48. °h ►►► 1 W o \ \� � \ = 56 _ \ �._ 18t 232220 \� INV. 61.00 - 1 l 1 l l V® SCALE llll ( IN FEET) � � � i BUIL ING #3 ® �I �-�+ .. � \ \\� ', �. ..n / , 1 rr 30r 1 inch - 30 ft. (E) 24"RWSA 1 V� S till i WATERLINE )\ -1 ►► ® o L V SHEET N0. 1 ill y B ® ► " 1 o J �j �(P) EV CHARGER (TYF 18 5A G.V. _ 120 ® BUILD G #� �' \ \' (P) 4" SDR 26 PVC 7MATCHLINESEESHEET5A®\ z \ \ 1 SAN. LAT.CLEANOUT® 3/4 ST RIES3 33 LF C 38 5% ► (P) EV CHARGER (TYP.) \; ( 6 U TS) 36'-►► p m \ 1 (P) 8 lz 25° BEND LOCATION OF RPZ ON DOMESTIC F E=4 P V CHARGER TYP. 1 \ N \ 1 INV. 47433 WATERLINE AND PRV ON THE DOMESTIC W/ FIRE HYDRANT ASSEMBLY \ \V BSMT=4 7. 7 'Wl1ATER/LINE (ALL WITHIN WITHIN BUILDING) / W/6" G.V. \' m �� (P) 6"-go'BEND y ® A \ ° (P)1.5" TYPE K COPPER\-\,- ► +7 s \ ; 'WATER SERVICE LATERAL r H OF 7R. COLLINS.o. 035791 boy 11/17/24 �cy� 9 1 _ 1 \ \ \ -- 1(P)TRANSFORMER / \ SSIONAL R (P) TRANSFORMER ► \ \ ♦ (TYPICAL) (P) TRANSFORMER \ -\ (P) EV CHARGER (TYP.) ► \ ® 34 o \ (P)8"-22. °BEND M � ,- / (TYPICAL) (TYPICAL) _i 1 +_ 5 _ (P) 5/8" WATER METER FOR \, \ ® \ N \ \ CLUBHOUSE _(P)1" WATER METER, ® \ FOR IRRIGATION RIVgTFT C/RC` ► -"�_ 32 1" COPPER SERVICE LINE- PROPANE TANK \ 2 ® (P) 8" SD RAVF 1, ♦ O P UNDERGROUND R z6 PVC cu �Wq ♦ ---- - i . ; ,. , • .. :° � � � (P) iz"-iz.z5°BEND . , (P)12"X4"TEE \ � � s�� SAN. LAT. CLEANOUT�'ti f � 4" D.I. W/L 52 s��Q' ; N LF 2.1 118 i 4" G.V. ®® I V. 458.83®i, " (P)i2"-1z.25°.. 26B `� \ �526 LOCATION OF RPZ ON DOMESTIC �� 32B 9 BEND \ \ \ (P) 1z"-1z.zS° BEND /� 1 00 (P)12"X6"TEE/� s' .'7 J J % i WATERLINE DDCA ON THE FIRELINE � AND PRV ON THE DOMESTIC WATERLINE 1 _y �__ a 6" G.V. * �� \ a a " 50 (ALL WITHIN BUILDING) '� \ k 32D 0 \ (P)lz"X6"TEEI ,r /i (P)3"If TYPEKCOPPER BUILDING ^� \ �. z U) 12+0 (P)1.5" WATERS 14*00 22' G.V. WATER SERVICE LATERAL 3/4 STORIES p In v�Nv� (P)12"X8' TEE 6" G.V, i (P) 6" D.I. FIRE LINE 2 UNITS z METER BOX II (7 ) (P)TRANSFORMER z NER P Sl NE1 z-1z" G.V., 8' G.V. - 28 a / 3 6,-go°BEND FFE=476.00 \ �A \ (TYPICAL) J N PR PVgL\CSSREE p �P\ERL\N� - - I (p)1, CORP. STOP & ,9 ® MT= 653 ®® u , z COPPER SERVICE LINE b v z z -(P)FIREHYDRANTASSEMBLY 111I_ll-F_LLI (P)15 A �� ® \ <n �T METER BOX (P)TRANSFORMER w w }p0� _ W/12"X6" TEE AND 6" G.V. 4 R S (P) FIRE HYDRANT ASSEMBLY \ ~ '� i� (TYPICAL) O z # W lz"X6"TEE AND 6" G.V. P 1z"X6"TEE 1 f�� o E` �-:. s In _ v� j _i 2 \ "'t]r 12' G.V. \ ��` ��'` > Z z Z E 6" G.V. H, ���' �� \• A�\ o 1 115A (P) 6, D.I. �s I �.��� ® i L / a Lu N �. 1 1 00 ✓ (P) EARGER (TYP J a a `�\LINE (P)TRANSFORMER 3 6„-22.5°BEND (TYPICAL) oq- 100001 1� � � o� (P)1z X6"TEE L � \®® l / 176 \ \ \ \ ' O , FD ► " \ \ \ \ (P 1z" XC TEE, 4" D L UNDERGROUND „s \� (P) 2' TYPE K COPPER 1 0 4" G.V. 111 TELEPHONE \ F- ► \ IP)6"-z\B END (P)FIREHYDRANTASSEMBLY O'/ WRT�FZ 58 1 ® i ® o SERVICE LATERAL' , 1 + \ � � � ���� 22 ♦ � PROPOSED 20' PRIVATE \ ( \W/i2"X6" TEE AND 6" G.V. \(/NF I�yOp �� `v`j SANITARY SEWER ESMT. ll (E)UNDERGROUND lll1l TEL „ter WATEOCATIONDDO RPZOCA ON �DO ELINIE J 3 D I A �� \ �`j ®®�� ♦♦�`. l l AND PRV ON THE DOMESTIC WATERLINE ► (P) 6 SDR 16 PVC Q \ (ALL WITHIN BUILDING) 1 SAN. LAT. CLEANOUT 36 LF @ 8.gV 1 o/o �t�il a 7, INV.461.o0 ss 70 1 ® ► 7�\ v \ (P F m n n _ u J BUIL ING # ® i �—, d \ \ \)1z'X6'TEE ¢ o 0 E z ' RWSA D.I. (r \ v{ 1 3 ® ► a \ \ \ \\ 6" G.V. �a o lllll O 4- 3ST RIES _ m �� ® ® i�J "�\� ; AVM _ v A� '�RCH� (P)12"X4" TEE, 4" D.I. W/L (p) 'WATERLINE h I l \ y �\ �1 ® _ ® -0d--(P) \�/ (P) FIRE HYDRANT AS J�® 0111 (P) EV CHARGER (TYP.) TR 0 MH2O FFT) � WI1z"X6"TEE AND 6" Vt ® A A POCIVT A 1 \ PROPOSED 20' PRIVATE P/k�RK l l l ; l j ' ` \ \ ► r I \ SANITARY SEWER ESMT. / v \ Lu M z I , ♦ 0+0o ! \ (P)1.5" WATER l l l l 124 \\ I i ® \ ; y♦ I x METER BOX 5 ?O Q 6 A �� \ 46B �s / �` 16B (P)3' TYPEKCOPPER %00 N l l l l 123D � � , ' (• � � sIs E �� � � 5� WATER SERVICE LATERAL � � -bb< )ERS VEvwAY)� FIRE LINE �s \ i l i ivy 1 91�+ 1 �..0 P) EV CHARGER (TYP.) TETRA (pRIVA 6"-2z.5°BEND D \ \ 6"-12.2°BEND-__ H-1 V A, — ��s � PROPOSED 8" SDR 26 PVC �1 (P)12"-12.258BEND N A V '<����A ► ®� �® ���� (P) FIRE HYDRANTASSEMBLY" sue/ PRIVATE SANITARY SEWER �I` LOCATION OF RPZ ON DOMESTIC H19 A 0 l \ \ii�` T•'. 1 .+�i W/6"-go BEND AND 6" G.V. T WATERLINE, DDCA ON THE FIRELINE, 1 (P) MH TOP ® AND PRV ON TH E DOMESTIC WATERLINE __ 1 \ N 16 (ALL WITHIN BUILDING) ® N Q llli — lO UILDING #4 ❑ P STORM SEWER lli, REROUTING \ \ \ _ — — — 12 ���� ® 3/4STORIES ®1�� \ y \ 8 1 ® (72 UNITS) Q ltlii �,N� 1 _ L.L MH21 �® FFE= 61. 3 P) 8" SDR z6 PVC ► (p) TRANSFORMER 4 3 SAN LAT. CLEANOUT " (TYPICAL) \ LJ,J i--� 4oLIF@2.o8u° J 444 7 _ _ F zJ oW 1" : 1 l l i ' ` v � � • � " - o y �n o 11 PR Z �� hill \�® Lu uj Yy1 A • . r V 1 � �`� ���� _: i too' WPO STREAM BUFFER DOG PARK I I lill \ Y O ulW J LU _ Lu � _ Lu SILu � `� �rv�r-�� ' � V �l J Q Lu 1 ' J L' l w 103 B ' PHA5E 1 W J 4'130 PHA5E 11 O Q J � Q O �l i\� i l 131 __ � • .• � Z O w 108 C u �Lu 132w lll�V _i O w s ioo' WPO STREAM BUFFER a vxi RA HIC S LE JOB NO. 232220 30 0 15 30 60 SCALE ( IN EET30' ) V 94 nch 30 ft. SHEET NO. 180 58 s°TEE *0p '< ; �� --TB SHEET E i � i ®® H "'tMATCHLINE- E SHEET 5D TH OF 'TEE, y" ID W L � - \ ®®�,�I :a �®� dTASSEMBLY ® VD 6" G.V. FRCI,VF Z7rt�\®® 100' WPO STREAM BUFFER / O SCOTT R. COLLINS Op Llc. No. 035791 BUILD 3/4ST IES — DETENTION 20 ® (FEU 67.83) SYSTEM #2 (P) 8" D.I. WATERLINE / SIONAL Etis — — — -- 56 xp0 �- 457 7 ® 60 _ __ \ PHASE I - 8" PLUG 8" G.V. _ - 1 ®®i -. 62 W P)izX6"TEE \ - ---- \ _ v v yv A��R 6' G.V. _ ..A� (P)iz.1-1z.z50BEND �� V CHFR (P)1z"X4"TEE,y'D.I.W/L 01 G.V. / (PU q VF 4 PROPOSED 20' PRIVATE (P) TRANSFORMER ®� 1 / / � � B�/CS /V(/ (P) FIRE HYDRANTASSEMBLY� J�� (P) EV CHARGER (TYP. MH2O Th'EE p W/1z"X6" TEE AND 6" G.V. -y` SANITARY SEWER ESMT. (TYPICAL) r P (P) BB., SDR 26 PVC PROPOSED zo' VATE �\ \ MH18 LOCATION OF RPZ ON DOMESTIC +00 \ s P 8" SDR z6 PVC SAN. LAT. CLEANOUT 13 SANITARY SEWER ESMT. � / O WATERLINE, DDCA ON THE FIRELINE, \ (P)1.5" WATER s '' \ PRIVATE SANITARY SEWER 51 LF @a 19.8% AND PRV ON THE DOMESTIC WATERLINE J I INV. 0.6 \ � Ox `' � `�_ 45 7 (ALL WITHIN BUILDING) a� E\- — / � k METER_BOX 5 2 p P) 3' TYPE K C PPER p r, \ 72 `�`` r m WATER SERVICE LATERAL ul 'EY CIRCC — I (P) 6" D.I. 3 1 's \ \ `� (P) 3 TYPE KCOPPER / 2+00 $, p \. i H � o RS y)� �\ WATER SERVICE LATERAL — .. Ln z ' �i )E VELWA sa y FIRE LINE a 68 (P) AIR RELEASE CHARGER (TYP.) .........$ (PRIVATE�RA ' %. . 6"-22.5o BEND— , . s \ % FD ®®® '� / 86 / / J ,,VALVE Vl z < z un w PROPOSED TER WATER / / / g g / / / / u, SDR z6 PVC ��� -- � � (P)1z"-1z.z5°BEND � +� � METER BOX L LOCATION OF RPZ ON DOMESTIC H19 \ S 3 / z PRIVATE SANITARY SEWER MH17 � 3 (P)6"D.L / p WATERLINE, DDCA ON THE FIRELINE, �� s FIRE LINE / MH13 L m D .--� ®�AND PRVONTHE DOMESTIC WATERLINE �„�°.�T"'-•-a �® 16 (ALL WITHIN BUILDING) UILDING #7, _ a vwi _ _, ❑ / W a a ® 3(7z UNITIS) P 8Ice "SDR z6 PVC ®� �' - \J�C' (P) 8' X6 TEE / i / / (P) END PHASE I f a a -'� tO® FFE=46i.33 O (P)TRANSFORMER 74 Q� 6'G.V �/ / / / SANITARYSEWER -.- SAN. LAT.CLEANOUT ° y MT= 0.6 n �' (TYPICAL) (P)1z'-1z.z5 BEND c�L �Cp (P)8'Xy"TEE yoLF Qa z.o8/o i 5(� y" D.I. W/L, y" G.V. (P) FIRE HYDRANTASSEMBLY ••° •• �G C. ` ® ® W/12"X6" TEE AND 6" G.V. ��� v��\ 76 /(P) zo' ACSA PUBLIC / t ® \ �Q < SANITARY EASEMENT SDR z6 PVC / INST.# � -�� • / � \\ . � P 8" / `� / � , \ P) 8"-i2.; BEND PUBLIC SANITARY SEWER (P) 8" SDR 26 PVC \ 00 I / 8" SDR 26 PVC — ® ®® ---��- PRIVATE SANITARY SEWER \ 10 n // a3 / PUBLIC SANITARY SEWER EXISTING STREAM IOU ®�� -.--• � O 5° 16 s / MHll OHS ,®®® \ Piz' 1z z BEN \ (P)1z'X8'TEE s / li i®� , ®---�.-j•-.-'�- 4 -'- ----- - .. 2-12" G.V. 1 1ATCH IN SEETHIS - ET `.�.� I Q a I � � J :I = FRSFYC/ o U o w ` j Vq TF RCS , / � Lu (iz" PLUG TMP w ,� (PART OF PHASE I) BUILD! #6 � `�,, , a � � \ \ sHaRi � � 3/4ST IEs - ' GRAPHIC SCALE INST. JOB NO. (7 U ITS % TMP 46-109 \ I ST'1 2.32220 FFE= 45817 __�\� - �/- 9 so o s 30 so D.B. BMI 028 P. 55,3LE TRAIL, SCALE 60 D.B. 527 P. 180 PLAT 1 „ = 30 Z z"-1z.z °BEND ( IN FEET SHEET NO. ) ® C / ` 1 inch = 30 Ft. 5C S / / P TRANSFORMER 88A \ ` 64 (P) 8" D.I. WATERLINE \ / PHASE I - 8" PLUG, 8" G.V. w J � Q 0 0- i � o ss 14 / 3 o , 13+00 —'i 66 �+ (P) AIR RELEASE iVALVE / MH13 (P) E / SAN / (P) zo' ACSA PUBLIC SANITARY EASEMENT INST.# C �� ` RY SEWER EXISTING STREAM cm s op \ \ \ I O SCOTT R. COLLINS Z Lic. No. 035791 0 11/17/24 IONAL COMMON AREA BLOCK J TEAKWOOD PHASE 2 FOREST LAKES SOUTH i \ J J .. EXISTING STREAM \ \ \ \ k 3 I \ \S ca \ \ \ Z L Ln s \ \\ s \\ \ ` z U z z Lu z a Ln (P) zo' ACSA PUBLIC \ / \ \ ` \ V l w z ? z \ ` SANITARY EASEMENT \ \ W ¢ TMP 4 5-1 w s� INST.# \ W Ln = _ FORES LAKES COMMUNITY ; \ ASSO IATION, INC. \ \ D.B. 531 P. 198 D.B. 3531 P. 201 PLAT s V A PROJECT BOUNDARY— — — — — ��\ s` PROPOSED 8" SDR 26 PVC I \\ \\ _ H #9 PUBLIC SANITARY SEWER � \ \\ � S` J \ S \ \ S MH4 S s o RIM=4 7 \ " \ �pv o o�� \ \ \p d cD Lu o cn \ \ N J \ z_ Q Jddj s " z MH3 W F-1 Q \ \" SEET .IS SHEET /\ \ \ 1 s\ EXISTING STREAM J_ w J s I U \ V A reep���E�6e " W F- LU F J 1 \ N W \ \ \ MAINTAIN MIN. 3' OF COVER 1 1 VER PROPOSED SANITARY S��O / \ \ \ \ / / wLu V 1 SEWER 9 S V A ioo' WPO STREAM BUFFER C MON AREA �G�p�� \ \ " Y O V BLOCK J W J L.L P aos6`eo \ EAAWOOD PHASE 2 �p� !! / \ ` \ \ / / _ ` FOREST LAKES SOUTH �zras y \ W LL V A J ul TMP 46B5--J cy�'0 1 FOREST LAKES COMMUNITY W = O \ s \ 1 p r ASSOCIATIN, INC. " \ \ 1 r d D.B. 1675 P. 4 \ H 7 � � Pe eO,° \ Lu \ �, RtM=436.49 / \ W \ 050 ` D.B. 1675 P. 248 PLAT � \ � / / \ \ 1 O o� m D.B. 1642 P. 383 PLAT SSMH #6 a " W =412,�l — v �s vv v J \ CONNECT PROPOSED SANITARY SE SEWER TO EXISTINGEXMHoi TMP 46135--0 6 " ONTRACTOR TO DETERMINE RYAN NEIL CH RSON & \ ` \\ I WL J DEPTH OF EXISTING SANITARY SHARIN A OSTOLOU MACHPHER ON \ \ " 1 I INST.#20 —6431 V A SEWER Q O 1 INST. 423-2415 \ \ ` I Mill < _ D.B. 1 42 P. 383 PLAT \ \ I MH2 ' N SM H #4 v v v v v " \ Ph o �, / � \ \ \ s1 N u � =402.02 v o W �e66^ S-SN}HH 5 `� 0 16 \ s \ I s \ Lu w B 0 K J RIM=414.10 _ � .� ,fre � � , � � TEAKWO D PHASE 2 y' SPA e1�°o1 Fx`s eqs �s` FOREST L K S S \ S \ JOB NO. P°�6e EXMHOl 8 a.BFMFgse GRAPHIC SCALE \ \ \ M T HLINE S M ti�P°��,�° SqA., 4 'sP "�R v v / v 232220 13.65 Se L'F 3 G0V6 '° 6° 20 ' \ S \\ / \ `SEETHI SHEET' \" SCALE 00 \� \ SSM G(tZC��-�EROV��NJI ( IN FEET) / \\/ \\ \\\ ` SHEET NO. RIM= 51PPVgLZCw 1 inch = 60 ft. / / \ \ 1 l \ \ 5E PHASE I PHASE / W V J u W = W V = � Ln Q Lu Lu iLn PF{pSE � 1*1�ioo' WPO STREAM B (P)zo'ACSAPUBLIC SANITARY EASEMENT INST.# M-ATCHLINE L�j �vzH of #SCOTT 70 R. COLLINS Lic. No. 035791 11/17/24 p0 m a= Q "ONAL ELA m� _. izam � �CJ� OZ2 Oaf pN:n N�J� �MJ �m O�x pF NQ o aria m.�� wo m mz xw to zo •-oE¢v, m i Nap +ozw mFzo c&zcv �000 oam� o� jma<i. I>mn Iain O O e ��tn� �Zn az :n m as N�N� rv°.im of zr2�wa poa N Z ❑ �-w'DN �ZN m Z ms eaZ�. 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D.B. 4711 P. 409 FFE=478.83 I ttt 1. /� D.B. 347 P. 103, 104 PLAT O ® 1 Y r _® ® �� \ � � (P) io' DOMINION POWER � e ® s 120 \I EASEMENT(TYP.) ® BUILD L9 G#i RIBS 1 1 111 M� FFE=4 .33 36 ; 35 \ \ ` %%% O V / �• .. �^ BSMT=4 7.67 1 .n �1 r., I \ \ ® , 1�\1 ♦♦♦ 0 aa� (1 M NSFORMER ' S \ Y \ � � TRANSFORMER 34; 33\ \ \ \s - j�'�. / / \ \ \ M \ �1 30. \ (P) S' DOMINION POWER ® ®®®( 1 11 \ ®® \ \ N \ �V/) TRANSFORMER- R EASEMENT(TYP.) -"` /r ^\ Q 126 32B 29 Q w yy InUN ®\\ `�( 5 ��� \ \ `� (P)TRANS FORMER 6 ,\� ,,\ �1 Lu (P)TRANSFORMER \ \` raRfRsf J 'W^ lint w/ �,/ 2J � � � ''\ 48 � H22 `w� \ \;�,`, ® q / \�' �, \TFTR��w�f �'�• V/ P)TRANSFORM ER \ w\�\\ ®®® ,/ ®® �1�_``r� \ \AV a w uul •�' (P)i5'DOMINIONPOWER _ �r ® ® �\ �� / -� ,, \, T `® 22 L9 Lu,��� A\� �,• 11111 � \\ \.+ �N ®®e /�♦ ®`` `'`���` : e SYSTEM#2 \� ¢ w 1111 \ � I➢ D J y W 1 \ `�7� � _--_- -- _ ss \ o.�`` 49.a7 _ c \ / - -... uj CL @ ING -- U t I t l l � '. r�l ,,: O\ � �a. ® $T RIES ® \ •^n J _ _--,_ j �� \ \\ �\ RC ® 11 d_ � 7 nnitinuiiiiii q AT1r ( \ 1 1 8B 11 ®® ® ®I \�\ 1 \ O/ MH2O �roBERAa oEf ORMER(P) i5'DOMINION POWER EASEMENT(TYP.) O ®® i88A90 N sz \► 6 �ei 0 000,0100 0,i / 0 / v w J v ul I—L iiii iiii 123D �I ea 1 (P)io'DOMINIONPOWER�s� �- / nn P)TRANSFORMER N \ EASEMENT(TYP.) -�' 5` \ ® / / G it t r �,, , ®® 46 \ — ti-' JERSEY CIRCLEY \ ®® 86 W MIX - V 1 ® ®® as V A TETRAVELWA V�\V 68 / sq \ �� �� �� Pev �r'�® MH19 / i s9 0 9 11 1 + ss ® 16 ®� ® \ za Ti ��yV/ / W O V s ��r��® �UILDwG # (P) TRANSFORMER \ �y ��,� ss / / P � � 4 ee99 . lilt uaA \ V1 H� 76 �/ 2 14 1111 A- ,®® ®®� y ♦�� z n 'e3 ,� l®®® ® ®®® -- \ � M \ 6 � ./ r _ � tilt Y - ' 124D 2 ss IN FEET PM M • • - • i but t •• •+r ;'r. ,ri �•r • • e • : SLOPES GREATER THAN 3:1 SHALL BE • - PLANTED • TIVE STEEP • c . ,. ri., •ti s•r s•.:.•r it • •Lf •r• •r•`•, 15• • •rs� N1K • •.• • D : •: - •ri►��@��`FWITH INA b'?"�r _� )..+ �...��� 7 . • _ •- •r • •• •,.:•s. ••s• ar v:�I •,.:br •tb,,.:`.:., • •.,::.•', x.RETAINING dr I I - , � ® �. �4 . -AiA♦, L.� • 4•!.•.::\rl a• •r'• r • • r • M • •rs• 1+k rN • h+ b•!, 5 ,GI„ D.B. ��iAA�•��\\,♦i�777 7 �A�♦iii�AAiA�A♦iAA.AAA�A'iA�►i�A�►A�A�A�A♦C�OsIvA��r-����: • • , .. '♦'��'�i4.► ���A�AA`�iOit riiNiAAiisi�.AAAAAi_A_AiA •..�._-:�-•.A.., ; • 1�j�r �� ►AAAAAAiAAi ♦d!i?AA.AAA�000AA�! •- , As..: HANDRAILS/GUARDRAILS INSTALLED ALL ��� ����' �� sss� s •AAAA•A••AAAAiii�•�r.•-.v.!4•������, •�_., H. 8 RETAININGWITHIN THE SITE. 50 5u , \� 7X.5A) (EX,7, 4. ALL WALLS ARE SEGMENTAL RETAINING WALLS. SEE NOTES FOR JANICE SNOW WIN pp ., ' I / I I RETAINING a9D, 800a g9. 8EP '° A_'� S 4 ^ / \ WALL I ;° °% aa9. DEP ♦♦ osEv 90' ,,,,e SEGMENTED RETAINING WALL WITH \ D.B., 526P./ �0'0 P 42 m•• g" HpP�� l SAFETY RAILING, SEE NOTES SHEET FOR \ \ MAX HT. 4.2' �` .5 9aarc 'I �,. =•gyq '.w sz67 ® ��a\1$„Yp -I DETAILS. MANUFACTURER: EAGLE BAY, ev ' \ / 1 ♦ ., tiT•o,pE=�� 49200 .\ - 48865 1 • '• \ y - •s HD v� � � DIAMOND PRO. COLOR: JAMES RIVER \ - , - - I / (� / / I / m U m °: is f \ ';�• �'. >`�� $zp \ / - / 8 I / / / O \ �, /I 4a TP 43 �•- $, p E `' 492.67 ';, , \ / 3 � .. ::. 44 •..: - �d,�.•• • `; 49200 1 \ °^:. •. 487.60E N- 482.00 j\ 4' / r , z Z �w ® \ _ � V D ..: i __ e •w U G A \ RETAINING� Lu vA� V ' v BL IN #2 I �� V z z z / gEGINwA0.T a„ ® 3/4 DRIES ® :n `g„Cps \ WALL B d p iT (36 NITS) ® Z RETAINING- A- qg6 A®® FFE- gz.67 . ♦ MAX HT. 10' V A \V / / / / / J/ / LLI� Ln Ln \ WALLT �aW na �m LL ®® 4 a3 491.3 .6s \ (EXTERIOR) \ 9= / 1 l \ \ / / / W Q x asa aE BSMT 8z.00 p \ \ I \ I / / / / / / �� W Q Q MAX HT. 2.8' / aBZW,1' as1 Da aaz.D �� a I1 �� / / - / / / / / m a , , \ 1 / I � asa\ 1 \ ® 33 ,,na ••'2S•$" ♦ \ - . Epp ,..,.. - U�a„Z(p � I V A A ��, l \ \ \ \ V A / � / iplt I / p l 1 i THE CONTRACTOR SHALL MAKE EVERY EFFORT TO AVOID EXCESSIVE DISTURBANCE WITHIN THE 42" MAPLE l l \,\�l \ DRIPLINE, TREE INTENDED TO REMAIN ga3oaEP as3ssb \r 20Tc x� Qis. I �v 1 l l \ as / ip4 / S:E <✓J ° d`. ig^YD Iolimi • ) c 1V - 4D \\ .. \3. / ',.•a✓ \ 1l l i1 ll l _ \ / \A a E LT. . � � \9\ /� \ 1 )fr �SSS✓♦' ♦�479 sEr 478� I/00 8.00/g 4781,'I1 I •C >� TAINING WALL WITH 78 SEGMENTED tee SAFETY RAILING, SEE NOTES SHEET FOR - w ^c Nc NDETAILS. MANUFACTURER: EAGLE BAY, c / '� 3 ._ V A EG a � 1 1 / �r � ♦•♦ I c� CDn a757 DIAMOND PRO. COLOR:JAMES RIVER CD ., OPOOL V • a a �. �, .478SOEP 478. a /: % ♦♦♦ 479.50 V ' /) I / I I I I I I I V AV A A\ -_ CD CONNECT TO EXISTING ROUTE 29 x a;a♦ h7sD / / I r \ \ \ \ \ \ - - ` a78.80 4 / DRAINAGE OUTFALL TO PROPOSED \ g\\\\ v " ® \ \ q / i. ,I. y5' x ]s ,p RETAINING- 36" RCP STORM SEWER, TO CONVEY 3 :: ::.:•ir.. J1®® \, \ �ai . nis{a \ a 1a„YDO• I WALL K- DRAINAGE TO EXISTING STREAM 4G7 s g79.00 I ` \ v . 9 \ N a7767 �$ Y Sea \ \ 7a sate 1 , ... .. ,' g67.50 466.00 aV \ \ _- F \ B y 120D fl \ qn "♦,. 's:i?,° ° • • 1t ° I � `, \ / ) I � � � � \ � - __ � CONNECT TO EXISTING ROUTE 29 DRAINAGE OUTFACE TO PROPOSED y RETAINING,". ; . \ '` �, ✓ \ ^� 't ' ° ° gsD \ \ ' - - Z WALLA. • : i :c , i8' t. \ , CQ•• ,6.Ooaw \ '/ \ < \ \ \ \ \ \ - - - - - - C'7 48" RCP STORM SEWER, TO CONVEY \ - - MAX HT. 10" \ \ �48 \ Q DRAINAGE TO EXISTING STREAM ' ti 120C 38B `°s$9E� a- ° ° v \ ` - \ '(EXTERIOR) �. aiaa3 � \ Q W \ I \ \ � �^-j^ �". 120B \ -1: ,�1 W 1 \ ✓ BEGrN l \ \ � \ \ '':\ /�I� 60ry/ \ 1 I48\ \ \ u0a a v .'•.:�..••'i•\� . •`• � .. \ l : 67- 67 F-pd' `v ``♦.y�, ,\Q�� a° Ev n �'• r � \ q>saRETAINING _ M WALL H ooBuj 0 CLUBHOUSE MAX HT.4', a 0eCLUBHOU E 47. �i L.L safts� FE=478 a _ -_ N U) F- \. j I ''�w ) CD \ �' qj6 • 4,a I / SEGMENTED RETAINING L WITH \ 1 I MATCHLINE dq �SPo v '' \ • 4I, 983 'i < ' E do By 4, , qBB. w si g wau (P) SE ENTE WALL - W N 4 N \ �n a�•' a76 co SAFETY RAILING, SEE NOTES SHEET FOR N >r DING #1 \ \� P , , I t ',: >� ■ ■ � ■ ■ .. qBq h3q H ° 65T` 67fi as _P I SEE S H EET G B I >>z �� \ qa3 Po w DETAILS. MANUFACTURER: EAGLE BAY, Z tP d \ 1 o \ \ • c 1 ` w / > ~� DIAMOND PRO. COLOR: JAMES RIVER > �3/4 STORIES n nEP ° I -I ,a ✓ \ \ 1 FFE=478-33 a" LL y MT-'467.67 1 \,. 1\ 1 47875 ,DWPLLK \ \ gaa.00 l l \\ ` l\ , J� -- <..��. i1�� '�. - - .x,....F,,,. graq.o° emu, \ \ \ \ \ = n- $.8 Tc \\ 5T • ° �, 4>g Jw \ .ppe \ >0p "-:,, Y\ - 4753_ Y ♦• A'Lu �'lW n\ \ 4»�gG,% l l\ J , \, 4753 E 74�85EP O I dPoBN >5 IeG �r RETAININ P \ a \ tr• ® 745W ,s7c a 'SO n ♦ ;p0 R \ 35 EP 11li 5-6„ � yr5.zs� I ° � o Z dpBW ETAINING \ ., / r \ , `� MAX HT.' Z a7a.9z+7 ° a,a. ° „ PE-...., •• ' \ WALL Lr �/� v' ' w y } q6,.6 47\ tc I ` • iEE :;, \MAX H_T. 10' \ 54 ` \ ' v! Q Q H r / I ••-•- � 33 \ \ . a'ah.9$ '.. ...:: •..�. / /&. , / � \ � � •_'.,�_.. 4>6? �°r1y 0 L9 � LL +>t' h I \ ® STh 3a1 477 67 I \ \ x N \ 4, •- \ :::::: /\ / z. FR • ''.. : § \\ \ � ,. ®' 469.00 W t •�' \ \ _� \ :'i:'iEE'ii � ! RETAINING q> �r � .�� a B c. r'asoE di °jsso SEy PROPOSED RAMP g67?0 ws.00a 30 \ \ ® an.D _ . " \ \. ..... •; � � WALL C/ ,•� z zaTc VATF CLF O Z P WITH HANDRAILS ®' >\1 \/ / MAX HT. 10' " E♦9 rt� >s E STR T1 7 \ \ 67.30 , ®® k 1 '•y:::•:::::::: ® 8�5�°-iP d >s zs , oo....•- \ ♦ \ \sue NQPE,..i..... � 473.50 32- - ._, - r; _ a73. aii\9$ - L � \ '.. (EXTERIOR) r.• `� az6p . �; � / ,,.. \ JERSEY CIRCLE (NORTH) �►' ,Or d> d 1Q / = w Q B3T \ * - ENTRANCE �x \ i q gOEP \ r u \/ \ 118 W4' i " 470.Q0 \ \ \ e -- / l 3 'r �•p`` _ � 26 \ a69. �' 32B z9 •... - � \ �� so �� > 52B -�`' > py�,_ 26B ry , \�_ / \ �. M96 J.•( X ® O ��`.` �8y0 E EB w J l a l l 6 34, 33 50� an 3 0Oi \y `ul L: uj WIOTHOHANDRAILS£\ 4c5 9r�18 g6q.6 ILDIN 8 ND ss 50 zs m N / l l 1 l 4+5 KRAMERIA LANE �� q / 'r 3/4 STORIES 32D 0 / �\ � '� �'r BEG/N (7z UNITS) ® �g a.�� v 3 /•�", ENTRANCE ALIGNMENT 32+$0i , sTa. w� Z l 11 l \ " FFE=476.00 :B „Hp 28 f v\ 6. 11111 \ PRCN P 8`\ \-. 0 - a 3z o \ \ z'qq `•�� zs 6s ® ® � 0 �, Ljj .......... LIJ \_ -- o� J 32 PROPOSED 36' RCP CULVERT FOR - - - - __ _ _- \ O p 1 l l 1 \ 6+0 JJ ° gbsgs ` HTA3 l 11 3 LI ROUTE 29 DRAINAGE OVERFF%O a \\ , / �>® ®� LI..I J Y „ 7` � '\ gRCyF ♦ � � -=�:®� � J OUTLET ROTECT ON (TOP ELEVPRAo LWITH \ / - s 33 . U O00-0 ( 45 ) WAL :n y1 (t- FILTER FABRIC UNDERLAYMENT. MINIMUM „ �� : '��v ei y �� / 3o*0p B�7CS �k v �l/ TRFFT-� ( Z STONE DIMENSIONS SHALL BE L=20', WIS=9'. q63 a �' R d6�. y.. 7 58 '� WI2=23' & d5o=7". FILTER FABRIC TO OVERLAP A A a q _ _ MIN.OF9"ATTHEENDS&ALONGTHE a ° vv� ��'� �9*So T N U 116 PERIMETER v8 a� d aT J w F- \ y i� l l l l ° * V v q 0 i GRAPHIC SCALE .. / vv1 DaT� __ p6 " v w� �'', y " .. 4:..1 PROPOSED FLATVDOTCL. II RIPRAP LINED yl \ �% A °abb&6eP : T Q_ _ -'- °\ 2 JOB N0. 30 0 15 30 60 r •..�:. �:: ': i \ ® BI I :1� a7 `� \ �\ _ _ - ___ .� i \ \ IL ING# \ \\ _____ zsx OUTLET PROTECTION (TOP ELEV.=450') WITH \\ ; . ,' \ ' 3 S RIES 3 ;I°� a / _ - - So FILTER FABRIC UNDERLAYMENT. MINIMUM 1 \ y : > - //000Tw _ `jy1 \\ - _-- 2 SALE 0 l l \ \ ::. :: :: G5goo3e gEa:ao (O NITS) 0: nart4 /O - 0 J STONE DIMENSIONS SHALL BE L=26, Wh=1z, �-t •' _..'.: - :• ;•I:... .. / (� � oaw -6o.oD � LL1 .- 3 ® � + \\ - -- � � � / � _ _ ( IN FEET) :•.• .:. •. i .. .. •: as\ o w 1z W t F E- 67.3 ® ma 9aj % \ 1 " - 30' Wiz=3o'&d5o=8".FILTERFABRIC TO � ..... .. .. .. •�� � � ,�, anew \ __ ___ _ , , _ 1 inch = 30 ft. MIN. OF 9" AT THE ENDS & ALONG THE l l 1 l r \ RETAINING \ j �' a�'67 ® 'I -- � SHEET N0. I WALL M. \ PERIMETER l l l l\V i �z Q n VA �CQ�1 vv� � MAX HT. 6'\ \ a, w \\ : \® \� \ UJ e / x 6A 7DIL NG # +STORIES 16 UNITS) -E=478.36 MT=467. 7 END WPLLA 34 W- 1\ gA.3a16 417.67 468.00Tv'� , 4N 416.00TIN • 74.3 466.00 B 467.00 B� \ 467 40 465.00 B ® ° , P E DH a: .......... - o / a7ss 32 ... i--47000 9 32B -- �� ---- - 344 \ NOTES:` \ S ■ ■ ■ ■ N 8 SAFETY RAILING, SEE NOTES SHEET FOR ,ti 65TE% p,69 " Md TCHLI SEE SHEET 6A '°° °° " TH O v as e \ t / ;z�oo6�Gv !` 3. Bey DETAILS. MANUFACTURER: EAGLE BAY, _48� - - 1- SLOPES GREATER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEP ' p 1 { \ v DIAMOND PRO. COLOR: JAMES RIVER tw / / � � SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION 11 C e00 ew \ s \ \ - SEEDS AT A RATE OF 6o LBS. PER ACRE, OR i LB. PER 1,000 SF. O Gl \ ' 1 76.W \ \ 1 47575 O.gALLK \ Po l / - 3 a7iB5T , 8"Y � A.ta7 V -• � / A�;�. .r' G o-aaa888���' p'''''' v "Ic_. 474.95E8 •. 4>>� 6 " ' L BE INSTALLED ALL L N 035791 \ 2 2.1 'Z r \ i RETAINING � - HANDRAILS SHALL BE INSTALLED ON ALL ADA RAMPS AND STEPS O SCOTT R. COLLINS a 5 47a`� � Z00 � p / w 6 f` WALL L WITHIN THE SITE HANDRAILS/GUARDRAILS SHALL O ic. o. ,as + I y0 a ••`•,'♦ RETAINING\,r'',. /. t/. \ �'( MAX HT. 10' RETAINING WALLS THAT ARE HIGHER THAN 30". 55 EP . \ J " „ WALL L :: , . \ ALL WALLS ARE SEGMENTAL RETAINING WALLS. SEE NOTES FOR �O 11/17/24 \ a,4N) 11 7 0' P.E.•.•. ?: ,MAX HT.10' / / // % \ S4 \ \` 4 DETAILS. ��SS a„ ® I - \ v� sash .�\ - / /° � �. .. - • � C'� ai4gt�B v NAL RETAINING a>z..� .••'o� �. C aoBT a>a�., sso (P RS Cl \ \ \ WALL C/ so 4> 1 ` 480 ®` 4;r1 EP lr T STR � 4,z aw (P) SEGMENTED RETAINING WALL WITH y ♦ SI 5 zs E ` f SAFETY RAILING, SEE NOTES SHEET FOR MAX HT. 10 / � 8„Pis 4> ,. E • ATE Rl R T 4> . »n',.,._, �>a. °pnv DETAILS. MANUFACTURER: EAGLE BAY, _\r _ ` (EXTERIOR) •• a,6o + , \ ew DIAMOND PRO. COLOR: JAMES RIVER also a7295E - \ JERSEY CIRCLE (NORTH) / �► ./ 6a. 4 �kQ` ; �c l �� ENTRANCE A-41 LIGNMENT 95E� r \ 472 4...�EP \ \ I 52 / / � ••® .. ,533 ®�.. •ij 8 Y\_ l 00 26B0z \ / 1i,.`a�0e EN° 461 J J . � \ / /\\z'M 468.95 �l X ,\-+' � ® ��•� vs„yD ..-- °pE. E °EP / �'\. 466. Q Q t33 so! -X41 _)\ / 50 PROPOSED RAMP` °6ae ®® ••... ssEP \ k ~ k \33+00 r WITH HANDRAILS �' 9.da„ ILDIN ®� s ygP,•p�' m m KRAMERIA LANE p,. \ l / BEGIN 3(7z UNITS) ®e` 8„CO \ p a Ln 28 ENTRANCE ALIGNMENT 3a+$0 i , , \� q cAPon�v"` SMT47600 4>4a HOP 4,8 \ z - / 4 5-33 1 r• ��C7 +oo/ i ->- oo \ 1 49 'ZZEP 46.35 �•.®®® 4�0p8w 65. � 4jz 3�8 1.8 TC \ v - w Z \ IPUB 32+00 V .,„� a6 4 �.® 46s.zs . Y _ 26 w u g \_. - -T - - \ ai --- _ _ +50 ' - � n \ \ - ------ �.- cP" a >s 0 .,. A.:c .Cp ;®® ,q 6p !86••s ac> a6>33 V� Z G 5 r 4 \ 1 V i,,- ___ �................, 31+$0 96�•�t'/i 8 yD 24 4js 33 15 6 > / .z0 46z�'46 J J .°,. � � Q � Q PROPOSED 36 RCP CULVERT FOR' a>as> r� 6.zz > z z z N 00- - - i - - -' - - . \� _._... FP. %' Co•• . s•' WALL D 533 8 E a6 T TC W W ROUTE 29 DRAINAGE OVERFLOW338� 9 2+o0 \ ., \ ` ` 338 gp,\�J Q 4697P \ _ _ a t'li 467 467g • W Q Q s • ' 3 / w � 3 ••0 �, x • MAX HT 3 6T 5 aE6\rt.....::: `� _ \ •..r e� ,.�. ass 6 of z a d o, 7 466.1 / A LINEDRC RETA N ®® as PY�n \ 1.'. � i' 6 \ I / 46a.::. i:'•iE. \ \ � \ 1 m. �-i -:, 7- .....:........... NF/� _ �•.�,�� : -� � ;/ WALL CN z> •• .,;"•... WITH _ -s'E. •:. �s o 0o as CIv f; i. IMUM � \ �- ' ; �- �- A - :,.: . �'1 -- v 1 / / / v\ v� THE E /�vv 1 �•.. .E•E� � ab (EXTERIOR) W12-9'/p X - \ : \ 463 B A61. // y, v C�J A A -� 58 � . ®�' 65. :`%Cp®� LAP A G THE 22 METER ` i `,,'.,..• : .�ii.°. \ \ 1, a6, zslc-, �i8 467? .. •,. )l cy� N ; � \ I \ \ � \ \ \ 9+00 \ j q.`•d \ . / t 1 1 1/l `,.`' .•. . •:.':.:. ••.:•. •.. :.__,.:. .:. •i:'.::•• \ I \I -\ \ �\ \`, a6,oaT�- - Y I' \ � ° \ ~\"\ 20 as6so a?: AP LINED, :: : '.. :: •:. _ \ 6saEP p y\,\ - - _ -- i5o)WITH / J \ - - _ �__- 8 So \ \. r v`I d v ss 5 ING # MINIMUM �- . ` : ; . •.:..:.::..:..•. •...... .:.'�' . � '�' � • � \ \ I � 3 IES .� 7 I \ 0+ 3 � y •• . •../ r .. .. :. • . • .. .. •. .. • \ 6p 6a.00 3o NITS) I; � _ _ �,® , x� .;... :. ... .: .. .... •i•':.'''• � \ ?gy4.oP. 1a o6G'. 66 a83r. V^ \ -_, � "f"� _y ..� Q 7 Wh=12 .. .. .. :•. / \ BW o.oE 3 ® - _ a FFE= 6 ` \ ,. •:; .. . ••.. • .... , :: •• • .: \ .-- / � w t= 7. 3 � -_ / .�� 45a • � o+ .. .. VERLAP A ti :.::.'.. •':.''.. •. 45a. - +00 ®® u.I , 111 � � / v���' m` - - -- �8 0 .. .� 1z vy ; ONGTHE ,� A �\ RETAINING Q �� g66.67 V/ RIMETER WALL M ills �.\\ o`K � '.:. '.. °i; ,•i. `.: 1 Q N. 67 �1 �� -----�-\ � o.4s _ "\ ��"•• ••'•n,. Aso \ \ \ \ 0= 6 MAX HT. 6'v \ � w � 8B �® vI � v ' _ ��i9 � V � �7+1 � r • �: � •o. )ills � � �u�, :. •::'•::'`::-': \- i V _ \ \ ee � � A � -- ,"�, a acs is v � vv � v ''v`� v - � °, 59. V / ••� ■ �1 a6ssa B vvI P O CT v 4 4p+l v 3s, Lu `, dill ,- A-4 � z 1 v •, :. A V AV :,• A` A l �\ 463. \ y 6 -h ,'1`Z` � O .. �9 lilt _ �V .ao Illy I , _ _ I ','4 EP • ■ : 46375 EP 1 - _ - � +SO/ ' ]234 v ri C i JERSEY CIRCLE (MIDDLE), 111 PQ / \ \ s s• \\ - �/ )ERS EET) ENTRANCE ALIGNMENT STR 46 v ( \ �,�' _ �pRNA I ♦ a�46 • v � TE zs � 1\ � 'Z�A v V � � • 466.0 , .. - � �� 460 88 EP 4� p. AAA A A> A \ uF ��i. �` a4os§ B�Bw v `d' \ V 4aav ._-, v A 1 ;�®® 460aP WALL U s52 - NB,� 'e9 ,•.. $ H9RF\ \ \ , i 46 Tc �B _ y o \ \ sz \ N ' \ g61.21 1.16T8 8 ' N AL ssb••• L � / 1.460.7 EP ...�.'• \ MAX .93 P.So g"C0 ii a � " � _ S�CQ,,,..••• 16 ® �__; v a av � 4520 IN 4444 ef'o �t , , v v � A v dliullll ;asP.��B -1 4��-�,,, E5N A.3.3 v 12 ��v'-�� r MH21 d ...•_ ® I (72 UNITS) ` ®® .• 45 � %fjRe v�I-L3/ SORIE�; 6LU =g61,' �FFEI ! N �i� l l 1 l y.• v v �V' ...�,. �V� \ B� `brine A 45400� v 44 Bwv vGRADING STEEPER THAN 3:1 SLOPE - _aw- ® w��a SMT=450.6 ---- '� i J uj oo _ - ERNMX-866 NATIVE SEED MIX REQUIRED 'y Y� L)\ l t l 1 ' > , ' `� \ v S v A v \ \ r- '6 ` ' ; , 4 \� /�C A (P) SEGMENTED RETAINING WALL WITH \ 4 ! ' d �l l l ( , / GI I U '^" a6.0A A �v �� SAFETY RAILING, AND GUARDRAILSEE NOTES SHEET MANUFACTURER: EAGLFOR DETAILS. BAY v v v v � so.00 bw.00 g ®i, /...• "�� �P • � /' . �"`' � � ' - 9 y; /� 1 V v DIAMOND PRO. COLOR. JAMES RIVER V v v n ' ®® ®� ..•�� / i t ,` y '_----------- �� �_,, - a Y° 9g ®® ...� l 11l � / R - ® _ �;�P ) INV I � v v v � RETAINING' _- � ^ B� �/ � i / � / J 4 � WALL G g ® � � • - � � �r 100' WPO STREAM BUI I. E., - z MAX HT. 10' I Q 1� hill - ,,, � \ � � 0- �%� \ / / / / "• s®® a.• � - � GRAD NG AT 3:1 SLOPE- Z --- (EXTERIOR) � - THIS SIDE ' �,,, ` ` \� i / ii i3r:; : -- - `./ / / / / \ �.. - ,.. �. P\ew rt. .«_.._- ... �.r•...... i i,..: i , / _ U uj 0 % - ,,, ,' � .. \ �'�� \ - .:.. _ - s�o.00 / g Co :. .. ■ y e, , . - � / - STREAM CROSSING Xr , l"lT 1 ` `` iVi� /,\ ' i // / / / \ \ bsP.00-Tw a990 i DOG PARK / IN 50' PUBLIC DRAINAGE EASEMENT ( J PHASE(PART OF 'LuJ ul �- W - - / / / V / ' < %' i) W lilt 1 -434.4 / / \ (P) VAR. WIDTH STORMWATER \ l l 124D MANAGEMENT FACILITY, ACCESS - ■ - / / / / / AND MAINTENANCE EASEMENTINST_ Lu \ - - - - - Lu - � ----� � . _ � / v v 1� v - - I I / I4,6- � LLJv a'' v -� 1-I \ 10 - - l l \V / / v v v v A _ Q w - _4]a- - _ / Ai P� Lu w /- -/ �I U J x / V (P) SEGMENTED RETAINI SAFETY RAILING, SEE NOT `Q^ 0 STREAM BUFFER ' - \ \ - ■ \ \ - I I DETAILS. MANUFACTURE V ti \ \ \ - - _ _ _ _ / / / / / DIAMOND PRO. COLOR l\l 1 100' WPO S - WALL AA,fi' O W / / / -/ r I l \ / / / 108 H l41 t v v v vv ,... _ ON / W co 0 uj / - - RA HIC S --LIMITS OF DISTURBANCE 4580 X / -(IN EET) I // \\ 54.0 JOB NO. /' - - SCALE 94 SHEET NO J / 'nch 30 ft. �4�' i i pp i s. .•� G " �� �• ■ ■��� ■ ■ ■ \ HLINE gRCy �•_, :::. ti 46> '" ShittT_- J \\ \\ \\ :' NTH OF � �♦ " �'rn _ � a.b> ®® •. ,> �� :_ •...,, ` FRSFy ,' �_, \\ \ \ \I \ \ ,:' h� AININ WALLC I_ E S ETHIS / l MATC 30�oo U8�/CS F U _ g �O6 �� ®® ® MAX HT. 10' 6>2> 4 C� •.. 4 96s.29 (P)y;V �lR� EXTERIOR AT ; TRCCT � �� ••"• 22 ....r��® (EXTERIOR) fib: > _ ® / NDp ••... �x ET) i 100' WPO STREAM BUFFER v AVM 58 6g. 9 So \ \e Z asa l 117,11 9/ a' oic \ _ o' . U SCOTT R. COLLINS / \ "•r 6>„ .; UNDERGROUND \\ �_, 5^00 I Lic. No. 035791 v ., ..:::.:. • '�. ® •'•••. >ai _ 0 11/17/24 sv 3/4 ST RIES - � ,1> \ DETENTION I 6T8 wgbso� - ,JERSEYCIRCLE (SOUTH) \ I \ 7 i `sa a (' o+o ENTRANCE ALIGNMENT ONAL E / 0 _ O 6 9 457� 7 �� .-,• a J li / / — ....... \ �, _ ..,. \ - •n �. �® T•V8 C • _ - _ ' _ i 62 � / l a3soo IN - \ _ _ 1 •• = °$6so RETAINING Tq°wAUC 88 _ �� _ 1� / _ _ / / �---�'••.. ® WALL F ass s� � _ �; � � '�` ��' / as ", / _ X HT. 3.334 4 i 11 I ,O '. \- __— -..., \ S@ ' ° agy3 459.9 i. ''. / � \ ••.... ®®{ 9w / — FP �� — ,`, 1 l 1 / / / ii ••• 4f a ' ixl / �� Bs ° a s 13 00 � I / as ' / �_ / >!.. I/ 1° • bso ®.••✓ / 1` / „ 3 HigHp \.-xa&3 so \ �. / ��\ / \ i - ••�. as ®� ' / , J T " / Q Q ■ I -- - 88 l p y11Da- _ I / �� / -316B �� -:: J4`ry x$Of X.• l\\ s a AQ / /"'I / / / / f /' c s6s'o / WALLICNG/ \ / `� :. F a w / (P) SEGMENTED RETAINING WALL WITH �i �' asap 3s - / ' 72 •• - / _ m m m �• C`E \ — \\ ry / •w /MAX HT. 10'r♦♦ y2xo°h' SAFETY RAILING, SEE NOTES SHEET. OR 0 � a m - •� Ems( UR JERSEY CIRCLE (MIDDLE), t \ 4„ EPs\ / � / ' � �`` rbr ••''' s EXTERIOR %l aaa°°�`" / DETAILS. MANUFACTURER: EAGLE BAY, - - ENTRANCE ALIGNMENT \ sc /( ) / ~ RIVATESTR ♦ ' a61.zs / �6% \ •` ® 0 / — J¢ N s�A a' DIAMOND PRO. COLOR: JAMES RIVER \ ° oo / 11 _ , IP — -: Id•. , O -- 461.33 TM, Y� / \ \ — I Lu a60saT.P _ SC. a6°.°u e� ® \ / / / - — ,ri... �/ \ � Qp TW 4 / Lu / WALL EE, 10' MAX HT. / 1 rl I p gLn � 46✓1 tc °06�6E -/ i- _• A.. ® C� / � / / .. /. /. \ -Y 7O / '-' / i ) I cn � 0 � /2S^ rl �A• / ;�/ _ /�' W Z W z a g pp�•W.,•.,•. ��6 � / / / V o/ V / •� 00 g PROPOSED 5' BENCH / / °'' ,O� iT 4G123 - �•• • ® / 5IA aa73 S' CO i __ ... / u • \'* / .. H7 w a � ® ooTM+ - M a ¢ UILDING # / - v — 4 w v �I r , 3/4 STORIES Y ... ♦ ' 2 UNITS \ - W 3 450 SMT=450.6 • � ' i r ;® as0.o0 g"CO„Q.... •• '-, /r/,•`" //' / I A \ ti0 5 / .:�'`, � :�• -� :��x �LIMITS OFDISTURBANCE _ ®® s0.0o asa.00 �� .•"�� aw. / / / A ERNMX GRADING STEEPER NATIVES D' - - ^ - _ �,- AD®® ®® I \ ��,__ _ _ MH8 / 0MH16 I � � � � THAN31 SLOPE / / � � k I� SEED _ % � � f �,� IX REQUIRE / / TING / _— E , & ........ ! V�EXIS STREAM •-- 100' WPO STREAM BUFFER rl \ V N N N 6 ®® Co.•.•_ / / GRADING AT3:1 SLOPE 1� y �9 , - / v� �'� �_ - :�° = - - / / / F i n v. -- � / � THIS � -- - - ' � \\ ` s.00 • �- / Co STREAM CROSSING - •� �� \ ' DOG PARK y / IN 50' PUBLIC DRAINAGE EASEMENT 2 ": ^\ � _ --- �- - - _ , i / / _ _ (PART OF PHASE) • 100'WPO STREAM BUFFER ---�--_ _----- Co ■iPROPOSED 5' BENCH Q 6 - 145_QI -- ��� r O W SEGMENTED RETAINING WALL WITH ' / — v — — — — — \ — — /� — — / \ I_SAFETY RAILING, SEE NOTES SHEET FOR/ — - - \ - 03 - p - - - - DETAILS. MANUFACTURER: EAGLE BAY, ■ w „�, 1 IV A \� II / / / / / 46�.00a — _ � _- 1 II ♦ _ DIAMOND PRO. COLOR: JAMES RIVER /4�60j ~� — — CN w / \ / �� / , 1 _ - -III j - - - - —WALL DD, 10' MAX HT.- / - S - - - T _ ■ __\ _-/ / �—,PHA5E1--- �� - �'I 1 1 III ',. �. w-- -sM i C , AX —434— — _ / — _ — ppqq / / SLLJE / 0 I I 1 5' ` 'h = as2.d6e - / J — _ ,� ALL C H - / \ a HA II MH o ° sa0�.- LLJ ' 40.8. TED AINING WALL WITH z / i I I ¢ — - _LLJ SAFETY GRAILING, SEE TNOTES SHEET FOR � � \ 1 r \ ,, - / , \ ■ �_ / - - - \ \ / ` / / � � / � I � DETAILS. MANUFACTURER: EAGLE BAY,-� � - �' �` I _ _ / _ - -r DIAMOND PRO. COLOR: JAMES RIVERS __/HT., aa y II n 4��Iasa- aszooeG / / / / 6 L/LI im 200 se \' ]] a a60.66BW� / / 462.00y ~� \ / I I / as00o aw ' /1 1 -- - 46200 BG / 458.10e j I I -98B 1 _---- ---- — 460.00aw —/ / J W r I 1 ) o w a6z o0 0cf - abpso 0w / 4 Q� V J _ -- + LIMITS OF DISTURBANCE 4sa.° / / - :.. ✓ 1 — ` ' / --426.. • • • .. '� `• — j ' \ f / / /p'� / I / 6 / 9> II N� / / — \ W MH27B - _g ,r/ _ - - - I - ' - - STIR 102 SHALL BE PROVIDED �� , - L9 NOTES: - \ \ / // , / / i / l i / f 1 - ' _ \/ /-/' / � \1 11-AMANHOLETOPINPHASEI 1. SLOPES GREATER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION- SEEDSATARATEOF6oLES.PERACRE ORiLB. PER 1000SF. 2. NO PROPOSED GRADE SHALL EXCEED 2:1 SLOPE. - - - - - -� - -_ / / / / / / / / 180 // E �✓ / / 1 - } _ _ v / v W / 1 m I STIR 110 SHALL BE PROVIDED - _ \ 3. HANDRAILS SHALL BE INSTALLED ON ALL ADA RAMPS AND STEPS , - \ , — / - ^ - - J / / / / ' / / / /.., / / / o \ / - - - - \ U WITHIN THE SITE. HANDRAILS/GUARDRAILS SHALL BE INSTALLED ALL -� I A MANHOLE TOP IN PHASE I _ - \ Q / 1 RETAINING WALLS THAT ARE HIGHER THAN jo". N� _ STIR 98 & 96 SHALL BE PROVIDE 1 —� ; PROPOSED WALLS ARE SEGMENTAL RETAINING WALLS. SEE NOTES / � � - _ - - � / / "I \ � 4 / FOR DETAILS. - - - _ _ - - -100' WPO STREAM BUFFER i 93 I A MANHOLE TOP IN PHASE I / 1 � -1,- -' � A � � / _ — I - / i 1 A- - - �47(j-- / w V / — — ul W f ✓ 9]A I — i — — / ^� M —_ _ _ D RG U ~ • — , _-- — �, ET TI ___ _ I c W U) N \. dMMON AREA ' � I 'BLOCK J J , I I TEAKWOOD PHASE 2 H 140 )FOREST LAKES SOUTH � 'I I I �� I I / 4%ate I - 2 / ,•,.. i {``{ -.. 'tibia, —/ _- — 4 + I \ J / _ ATCNLINE A SET IS T . ...,• / asaoo 46a�1w �� �I N I I / C J ' ■ ~ FRSEyc ■ / / / - _ WALL BB, 2' MAX HT. \ / sa6:ooew 4 low- 0 s 'CO•"• s. 45", (PRIVAT /RCL � i / _ - (P) SEGMENTED RETAINING WALL WITH 4n / stir 46 s r ; � , _ - - \ / / U o w 8'Z"gs p c s.o F TRFFT7 F �T / - SAFETY RAILING, SEE NOTES SHEET FOR \ \ / / i 'f- _ - f / _ - O F ® ab> I _ 1, J fig,-H r I l DETA LS MANUFACTURER: EAGLE BAY, \ / - T P 46B5 01-16/ N U p®® OpE••..,,. s ' FP` FR _ - \ - - - - o \ I J/ YAN NEI�MACHPHE Lu w J DIAMOND PRO. COLOR: JAMES RIVER` \ i---� - w BUILDI ° (PR IVAT )' l - U 3/4 ST RIES - a 3cEa T ,� / / \ �/ o \ J _ v�> N POSTOLO HAR A � _ INST.# 022 64�1 a N NST2023 2415 (72 U ITS) :' 3 6 ..°0 w'c:. ° - / \ / 1l1 \ / 1642 P. �83 PL JOB NO. FFE= 67.8j hr;, \w a69. - l - l 6 ry BSM -45717 s s0bw s9 / GRAPHIC L�L� � \ \ kV1P 46- 09 � _ / / / 2°32220 ®®, Xab>zsx •--'••,w °6gao / / ADA ACCESSIBLE ROUTE: \ /SEMINOLE TRAI / LLC / // / — `- / ` / SCALE a6> 3. .'1� 30 / 0 15 30 60 — — / - / — ` 8 ._ r / — — — — — / D. B. 5228 P. 553 / - / I / 1 _ 30 %5-• SLOPE STEEPER THAN3:1 :: D.B. 527 1;80 PLAT / / / ♦ REQUIRES ERNMX-866 IN FEET GROUND COVER / / — — — ^ \ / / I SHEET NO. RETAININGyj °wAq 88 / 1 inch = /36 ft. \ \ / / / / / / / ` I GRADING & DRAINAGE NOTES NOTES: ` \ m �°�� TIE IN EMERGENCY o oLLYMEAD ROADWAY CONSTRUCTION NOTES 1. ALL MATERIAL INSIDE FORMS SHALL BE CLEAN AND FREE OF ALL ROCKS AND OTHER i. SLOPES GREATER THAN 3:1 SHALL BE PLANTED WITH NATIVE STEEP L T 38 \ ACCESSWAY TO Q Q 4� \ \ LOT 39 / f GENERALTH �� EXISTING DERBY LANE \ DDITION ONE LOOSE DEBRIS. SUB -BASE MATERIAL SHALL BE COMPACTED BY MECHANICAL MEANS. SLOPE MIX WITH ANNUAL RYEGRA55 BY ERNST CONSERVATION SECITION TWO 3 ` \ (PUBLIC ROAD) / \ ECTI ON TWO ^ / /tl / ` i. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE z. CONCRETE SHALL NOT BE PLACED UNLESS THE AIR TEMPERATURE IS AT LEAST 40 SEEDS AT A RATE OF 6o LBS. PER ACRE, OR i LB. PER i,000 SF. °HOLLY EAD I \ \ H OLLYM EAD el DEGREES FAHRENHEIT (F) IN THE SHADE AND RISING. z. NO PROPOSED GRADE SHALL EXCEED 2:3. SLOPE. / / ( 1 / ` DEVELOPMENT WILL BE MADE BYTHE COUNTY. THE CONTRACTOR MUST NOTIFY Z \ \ T P 46B2 02-- THE DEPARTMENT OF COMMUNITY DEVELOPMENT (zg6-S83z) 48 HOURS IN O SCOTT R. COLLINS - 3. ALL EXISTING CURBS, CURB &GUTTER, SIDEWALK, AND STEPS TO BE REMOVED SHALL BE HANDRAILS SHALL BE INSTALLED ON ALL ADA RAMPS AND STEPS I - _ _ / I 3 �`°� 4 •� ,- i P SEGMENTED RETAINING WALL WITH i I AISOSOYIATID CITI NS (/ �' ADVANCEOFTHESTARTOFCONSTRUCTION. U TAKEN OUT TO THE NEAREST JOINT. DEMOLITION AND DISPOSAL COST TO BE INCLUDED WITHIN THE SITE. HANDRAILS/GUARDRAILS SHALL BE INSTALLED ALL �' i Lic. No. 035791 IN OTHER UNIT BID ITEMS. NO SEPARATE PERMIT WILL BE MADE FOR THIS WORK. RETAINING WALLS THAT ARE HIGHER THAN 30 / �_ s _ O ON, ,I(u z. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED P� DRIVEWAY ADJUSTMENTS ARE TO BE DONE IN GENTLE TRANSITIONS RATHER THAN _SAFETY RAILING, SEE NOTES SHEET FOR / D.IB. 640 P. 26 I � w 4. 4. WALLS AA-JJ ARE SEGMENTAL RETAINING WALLS. SEE NOTES FOR �- I�`� _ _ SUBGRADE THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE o 11/17/24 cy y% 4 �` DETAILS. MANUFACTURER: EAGLE BAY, DIB. 531 PI 3d PLAT \ ABRUPT BREAKS AT THE BACK OF WALKS. GRAVEL DRIVEWAYS ABOVE STREET GRADE DETAILS. / ir. i. \\ °� DIAMOND PRO. COLOR: JAMES RIVER I \ 1 SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED SSI 1&1yG SHALL BE PAVED FOR A MINIMUM DISTANCE OF zo' BEYOND THE BACK OF THE SIDEWALK :• _ '�° < TO THE COUNTY. IF A SUBGRADE SOIL CBR OF io OR GREATER IS NOT OBTAINABLE, ONAL OR CURB & GUTTER APRON WHERE APPLICABLE. WALL HH, 6' MAX HT - - - - - ..L �'�`�` \ A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND 5. EXISTING ASPHALT CONCRETE PAVEMENT SHALL BE SAW CUTAND REMOVED AS PER THE v / :. - SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. SPECIFICATIONS. REMOVAL SHALL BE DONE IN SUCH A MANNER AS TO NOT TEAR, BULGE, ADA ACCESSIBLE ROUTE: v ° . SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC OR DISPLACE ADJACENT PAVEMENT. EDGES SHALL BE CLEAN AND VERTICAL, ALL CUTS , ,:. , RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. SLOPE STEEPER THAN a- 3::•::•::•::•::•::•::•::•::•::.....::• .. ........ . HALL BE PARALLEL RPERPENDI PERPENDICULAR THE DIRECTION FTRAFFI ••••••••••••••••••.•••••••• I •. �::.•�::.�::.��:.":;":.�'�•-��:I i iEE:."'•' � ::���- _ � 3 S O CU OO C i:.'0• :..:.••` •" - ALL DRAINAGE TFALL EASEMENTS ARE T BE EXTENDED T A BOUNDARY LINE REQUIRESERNMX-866 :•::.;.;•::::::::::.�:.:�::::: ... ... ...... ... ...... .. ... .::.... ... - S O O OU 6. DISPOSAL OF ALL EXCESS MATERIAL IS THE RESPONSIBILITY OF THE CONTRACTOR. ::::::::::::::::::::::::::. 464.00Tw - :•''::.' i:.' ::.::. OR A NATURAL WATERCOURSE. GROUND COVER .......................... ... ..... ":. CONTRACTOR SHALL EXERCISE CARE ESPECIALLY AT INTERSECTIONS AND GUTTER LINES 460.00BG T , q 45800aw ) a6s.00 w r a "' :.. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND a6z.00 r�v TO PROVIDE POSITIVE DRAINAGE. ANY AREAS WHERE WATER IS IMPOUNDED SHALL BE \ \ \ 45800Bw as600 360.0o w - APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED ATTHE TIME OF CORRECTED BY CONTRACTOR AT NO ADDITIONAL COST. POSITIVE DRAINAGE OF ALL \ /asa:008 454.00BG a60.00 w CONSTRUCTION. ADDITIONAL GUARDRAIL MAYBE REQUIRED AT LOCATIONS NOT \ 1 I 452.00 BW 452.00 BG \ ROADWAY AREAS TO THE STORM DRAIN INLETS OR OTHER ACCEPTABLE DRAINAGE \ 450.00 SW 45200 \ � � 1 I � aszooB6 � - � \ SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS CHANNELS AS NOTED ON THE PLANS IS REQUIRED. \ \ \ \ / \ \ - - 450.00OW- DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED 8. CONTRACTOR SHALL MAINTAIN EXISTING STREAMS, DITCHES, DRAINAGE STRUCTURES, FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENTTO THE FACE OF CULVERTS, AND FLOWS AT ALL TIMES DURING THE WORK. CONTRACTOR SHALL PAY FOR \ \ a6i.°° \ \ / - - GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN J J ALL PERSONAL INJURY AND PROPERTY DAMAGE WHICH MAY OCCUR AS A RESULT OF \ \ \ \ � asa o° I � � - - ' - \ �� � A (7) FEET. FAILINGTO MAINTAIN ADEQUATE DRAINAGE. \ \ I / - \ S. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY k g. ALL STORM SEWER PIPE AND DROP INLETS SHALL BE CLEARED OF DEBRIS AND ERODED \ \ \ \ \ \ \ ENTRANCES SHALL CONFORM TO VDOT CG-g(A, B OR Q. z Ln MATERIAL PRIOR TO FINAL ACCEPTANCE. \ \ - \ \ I En n. to 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED ALL RESIDENTIAL DRIVEWAY O io. ALL STORM SEWER PIPE JOINTS SHALL BE SEATED AND SEALED IN ACCORDANCE WITH \ \ (P) SEGMENTED RETAINING WALL WITH \ \ \ I \ - - - \ \ / F � p \ 461.331w / i / ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-i. ,w a m V z THE MANUFACTURER'S SPECIFICATIONS. \ \ SAFETY RAILING, SEE NOTES SHEET FOR 46O60.67BG _ \ \ I i ` _( 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND V/ ¢ ;' ii. A MINIMUM OF i8" VERTICAL & io' HORIZONTAL SEPARATION SHALL BE MAINTAINED \ \ \ DETAILS. MANUFACTURER: EAGLE BAY, \ 1 / b / DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL Z u z Z z BETWEEN WATER LINES & SANITARY SEWER. A MINIMUM OF iz" VERTICAL AND 5, \ \ \ DIAMOND PRO. COLOR: JAMES RIVER \ \ o \ w g g V A ",� v v v BE STRICTLYADHERED TO. HORIZONTAL SHALL BE MAINTAINED BETWEEN PARALLEL SANITARY AND STORM SEWER. -� - - -�_ _ _ _ _ _ _ � v v V A V - A pLU � iz. ALL PUBLIC STORM SEWER SHALL BE RCP OR HOPE & SHALL HAVE A MINIMUM OF 1 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION z 5 PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO FBI O m f N DIAMETER WITH A MINIMUM SLOPE OF o.So% WITHIN THE R/W. \ \ - _ \ \ \ / \ \ V J p J \ \ N \ \ SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL p 13. ALL CONSTRUCTION CROSSING POINTS SHALL MEET ADA ACCESSIBLE STANDARDS. AND > z z z A / A v AND VOID. N\ w w IN ACCORDANCE WITH SECTION 403.3, THE CROSS SLOPES OF THE WALKWAYS SHALL NOT \ \ \ \ \ / cc LL_ p 1i \ \ / ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA BE STEEPER THAN z%.ADDITIONALLY, ANY CHANGE IN LEVEL GREATER THAN ;"HIGH \ \ \ - - - \ \ \ \ \ \ \ / \ \ \ \ / g MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE "' ¢ w SHALL BE RAMPED AND SHALL COMPLY WITH SECTIONS 405 OR 406 PER SECTION 303 4 \ \ I \ \ - - - - \ yr `� \ \ \ - COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 34. CONTRACTOR SHALL INSTALL, AND MODIFY AS NECESSARY THE EXISTING RETAINING \ \ \ \ \ / \ \ a a- � - � _ � io. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE li WALLS BEING UTILIZED AND ENSURE HANDRAILS AND GUARDRAILS ARE LOCATED ON \ - \ \ \ \ \ ALL RETAINING WALLS IN COMPLIANCE WITH ALL CURRENT COUNTY & STATE \ \ \ \ \ \ \ \ \ \ \ \ INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OFTHE COUNTY REQUIREMENTS. 42" GUARDRAILS ARE REQUIRED IN ACCORDANCE WITH 2012 VA \ \ \ I \ \ \ \ \ \ ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE \ \ \ \ \ / SAFE AND CONVENIENT ACCESS. CONSTRUCTION CODE 101AT TOP OF ANY RETAINING WALL WITH A DIFFERENCE IN � _ _ _ � \ \ \ \ � \ GRADE EXCEEDING 30". 3 \ \ \ \ _ \ \ \ \ \ \ \ \ \ \' / THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE S MPH BELOW THE 3.5. FINAL DESIGN OF THE BUILDING FOUNDATIONS, WALLS, FACADES & THE \ \ \ ` - \ \ I \ \ \ \ \ \ \ aso00g / / // / DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. \ \ \ 456.67 N \ \ \ \ a isnos ' / as Bw\ / iz. VDOT STANDARD CD-i OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER CORRESPONDING WATERPROOFING SHALL BE COMPLETED BY THE ARCHITECT TO ALLOW \ \ \ \ \ / I � / FOR THE PROPOSED GRADE CHANGES SHOWN. \ \ \ \ S 456.00BG 1 \ \ Btiosw e \ S THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG \ \ 454.00 Bw \ \ v (P) SEGMENTED RETAINING WALL WITH \ A �� / POINTS AS SHOWN ON THE ROAD PROFILES. i6. DURING CONSTRUCTION THE ACTUAL WALL HEIGHTS MAY VARY FROM THE EXISTING & � V A e / ) A / DESIGN ELEVATIONS. THE CONTRACTOR SHALL CONSULT A PROFESSIONAL LICENSED A \ \ v v SAFETY RAILING, SEE NOTES SHEET FOR \ v A \ V A - I / v /' / / // / 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND STRUCTURAL ENGINEER FOR THE CONSTRUCTION OF ANY RETAINING WALL. DESIGNS ARE \ \ DETAILS. MANUFACTURER: EAGLE BAY, 7�- \ \ \ \ / - / CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. NOT FURNISHED BY COLLINS ENGINEERING AND ALL FINAL DESIGNS OF THE RETAINING \ \ \ \ \ DIAMOND PRO. COLOR: JAMES RIVER I \ \ \ 9 \ \ \ \ \ / / I / / r' THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S WALLS SHALL BE PROVIDED TO COLLINS ENGINEERING PRIOR TO CONSTRUCTION FOR \ \ \ \ \ \ 4666] VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY VERIFICATION. WALL DESIGN SHALL INCORPORATE ALL SITE PLANIMETRICS INCLUDING \ \ x \ \ 452.00 \ \ \ \ / ' - __ ' / / INSPECTOR PRESENT. v v v BUT NOT LIMITED TO ANY VEHICULAR GUARDRAILS, PEDESTRIAN HANDRAILS, PARKING \ \ \ \ \ \ \46000BW I \ \ \ \ \ \ \ \ ` - / / 00rIj B _ / H m n n \ V A\ \� �v �� V Av �\ v �4544_000096 \ GRADING ¢ o SPACE OVERHANGS AND LANDSCAPING. \ V v / / p o r 37. CONTRACTOR SHALL GRADE THE AREAS SURROUNDING THE PROPOSED BUILDINGS SUCH V A A V A V A v A A / aas.00B/ / / 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS THE ROAD & r, - as6aa3w � WALL JJ, 6' MAX HT. ` THAT RUNOFF DRAINS AWAY FROM IT, ENSURING POSITIVE DRAINAGE AT ALL TIMES. \ \ \ \ \ \ \ `as0.00BG- \ / 452.00w4 / i \ \ aaiaosw \ \ \ aoeg0s6 / BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION PATIOS, SIDEWALKS AND PAVEMENT SHALL BE SLOPED AWAY FROM THE BUILDING WITH \ \ \ \ \ 00Bw l \ \ \ \ \ i° i t SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS vi \ � 450.00 rw - \ A MAXIMUM a PER i' CROSS SLOPE WHERE LOCATED WITHIN THE ACCESSIBLE ROUTES \ \ \ \ \ \ \ "8.00BG \ \ _ / " / / / /i p OPEN SPAC OF THIS PROJECT. AND PERVIOUS LANDSCAPING SHALL BE SLOPED A MINIMUM OF s' PER I'FOR THE INITIAL \ \ \ \ - ` aasoGsw \ ` -BLOCK J z. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE io' WHERE LOCATED WITHIN THE PROPERTY LIMITS. \ \ \ \ a0 TM / / TEAKWOOD PHASE 2 \ \ � \ \ � � \ _ � � � � \ aas.o�� �aaB.00nv � � � / / / FOREST -LAKES SOUTH REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE � 18. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AT ALL TIMES WITHIN THE PARKING \ \ \ WALL 1I, 10' MAX HT. 456.00 as6.00nv - 442.0°BW \ 4a, 448.0onv / / / B \ \ \ aa6.wBG aaz.00Bw / NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OFTHE ENGINEER. LOT. THE SITE SHALL HAVE POSITIVE DRAINAGE THROUGHOUT AND SHALL DIRECT \ \ \ \ - �a8.00 aas.00 / / / P SEGMENTED RETAINING WALL WITH _ aaseOB `aaa.00ew -_ 44-2 dew \O ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR RUNOFF TO PROPOSED OR EXISTING DRAINAGE STRUCTURES. \ \ \ \ :o00oBa / SAFETY RAILING, SEE NOTES SHEET FOR,". 3 co \ V A 3 aazo0sw / / THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT Z 1 CONTRACTOR SHALL VERIFY ALL TIE-IN CONNECTIONS FOR THE PARKING LOTS TO THE LINJ RGRO�N v i / DETAILS. MANUFACTURER: EAGLE BAY, M g' A \ � / DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. EXISTING ROADS. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY \ \ \ - - - - \ i / DIAMOND PRO. COLOR: JAMES RIVER 0 DISCREPANCIES BETWEEN THE EXISTING ROADS AND/OR CURB AND GUTTER AND THE \�\ \ \ \ \ \ DETENTION #y \ \ - -' - / / / o B - ' 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO N \ \ \ \ \ \ /� / i a • - _- SHOULDER PRIOR TO THE CONSTRUCTION OFTHE SUBGRADE. PROPOSED ROADS, CURB & GUTTER. CONTRACTOR SHALL CONTACT ENGINEER TO \ \ \ \ \ \ / INSPECT CURB, ROADWAY & PAVEMENT CONNECTIONS TO EXISTING ROADS, PRIOR TO \ \ \ \ \ \ - \ - - J / / / / � \ \ \ \ \ \ \ _ O / / - _ _ _ DRAINAGE M ANY CONCRETE OR PAVEMENT BEING PLACED. V A A \ \ V A A �L�\ i i L Lu zo. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL PARKING LOTS, i. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE SANITARY SEWER CLEANOUTS, WATER METERS AND DRAINAGE STRUCTURES PRIOR TO v A _ A - - - -' �V A 4-P RCP WITH A MINIMUM COVER OF ONE (i) FOOT. V�\V A P UGD#41SAPARTOFTHEHOLLYHILLS� v �v (✓ fin i� / / FORE TiTAKES��,OMMUI�fTY INSTALLATION OF CURBING, DRAINAGE, OR UTILITIES TO COLLINS ENGINEERING FOR \ \ \ O Z / / ASS0 1 z. STANDARD UNDERDRAINS (CD-i OR CD-2 OR UD-4'S) TO BE PROVIDED AS , ^ \ PHASE II&III FINAL SITE PLANS. SEE VSMP ti 5 i AT�QN, , INCH N V I ALLISURVEY APPROVAL TO PRIOR TO CONSTRUCTION. COLLINS ENGINEERING SHALL AND PROPER LEVATIONS FOR VERIFY ` \\ \\ \ \� \ FOR EROSION AND SEDIMENT CONTROL \ \ \ \ \ \ \ - �Q Q / / / / / B. 1 X2 9' ,306 _/� INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. \ \ \ \ \ \ \ ` (� y,T / D.8 1 729 P. 1306 fAT 3- ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (zo) FEET IN � CONSTRUCTION. �% DETAILS \ \ v - (S) \ \ \ \ _ _ _ i - a LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN i INCHES AND SHALL BE zi. CONTRACTOR SHALL GRADE THE SITE TO AVOID STANDING WATER. CONTRACTOR TO \ / / \ \ \ - _ \ \� \ \ \ \ '�� ' / e3 / // l l PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OFTRANSPORTAION N Q PROVIDE A SMOOTHLY GRADED TRANSITION FROM DISTURBED AREAS TO UNDISTURBED \ A v v V \ v \ \ �_ 4 i a .o A / V A SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. AREAS. FINISH GRADE SHALL HAVE A CLEAN TOPSOIL. CONTRACTOR SHALL SEED AND - _� 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE STRAW, AND/OR LANDSCAPE ALL BARE AND DISTURBED AREAS. CONTRACTOR TO V A V� v/ �V v v 170 v v A v A Vl�/// i ��i / / SATISFACTION OFTHE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A PROVIDE GROUND COVER MATERIALS OR SOD FOR SLOPES STEEPER THAN zo%. \ \ \ \ \ ;\/ 1\ \� \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ / // / \ /I/� POINT DEEMED AS NATURAL WATER COURSE. FOUNDATION PLANTINGS SHALL BE PLANTED IN THE FRONT OF THE BUILDING, OUTSIDE \ \ \ \ �. \ ` - /I �LIJ THE LIMITS OF THE SIGHT DISTANCE. CONTRACTOR TO CLEAN THE SITE AND DISPOSE OF \ \ \ \ \ \) \ \ \ �\ / / / / "� PAVEMENT J ALL CONSTRUCTION DEBRIS. GRASS SHALL BE ESTABLISHED PRIOR TO PROJECT J w \ \ \ \ \ I \ \ ;J / i. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE CLOSEOUT. \ \ / \ \ \� / / _ J , ^ z zz. CONTRACTOR TO REMOVE ALL DEAD BUSHES, TREES, TREE -STUMPS, AND THEIR \ \ \ \ \ \ \ I \ \ \ \ \ \ \� _ - / / h/ /i PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS ABOVE -GROUND ROOTS AND REMOVE ALL PORTIONS OF TREE BRANCHES THAT 168 \ \ \ \� \ /// THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS (/� Q Q OVERHANG ROOFS AND ALL BRANCHES THAT COME WITHIN io FEET OF ROOFS. \ \\ \ \ \ \ \ \ \ \I \ \ \ \ \ \ \ / / / / / / APPROVAL THE PROPOSED METHOD OF CORRECTION. w J 23. CONTRACTOR SHALL WORK DIRECTLY WITH THE GEOTECHNICAL ENGINEER AND THE \ \ \ z. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND ^ STRUCTURAL ENGINEER AND SHALL ENSURE ALL OF THEIR DESIGN REQUIREMENTS ARE \ \ \ \ \ \ b \\ \ \ > - \ \ \ i - ' / ' / / / COMPACTION BEFORE BASE IS PLACED. Li MET.\ \ \ \ \ \ \ \\ - _ I - 6] \ / - i /' \ / / / 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE z SLOPES GREATER i SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX WITH \ \ \ \ \ \ \ \\ \ a- / MATERIAL MEETS REQUIRED GRADATION FOR TYPE I II OR III PRIOR TO PLACING v 4 3: J ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS AT A RATE OF 6o LBS. PER ACRE, OR V A V A Rv \ V v v - / AGGREGATE BASE. n� z 1 LB. PER i,000 SF. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE Q zS. NO PROPOSED GRADE SHALL EXCEED 2:1 SLOPE. A A �V v v v \ v v v - - {, ��� 1 6 EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE z6. HANDRAILS SHALL BE INSTALLED ON ALL ADA RAMPS AND STEPS WITHIN THE SITE. aiso000M I I I I I INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE I uj HANDRAILS/GUARDRAILS SHALL BE INSTALLED ALL RETAINING WALLS THAT ARE HIGHER \ \ \ V A v A A V A A v ° _ / / az6.goew �)) \ \ \ \ \ \ \ � � � � ;, � \ � � I I I COURSE IS APPLIED PRIOR TO 6o DAYS, THE PUGMILL REQUIREMENT WILL APPLY. W (� THAN 30". 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE z7. WALLS A-H ARE PROPOSED CONCRETE RETAINING WALLS, SEE FINAL PLANS FOR \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 2 \ - - - - % / / / I I BASE. \ V� ADDITIONAL DETAILS AND STRUCTURAL DESIGN. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF LIJ v v ASPHALT (PRIME COAT RC-25o @a 0.3 GAL./SQ. YD.). � U J \ \ \ \ \ \ \ \ \ \ \ GRADING AT 3:1 SLOPE. \ it \ l \ / WALL FF/ 10' MAX HT. I 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA ul \ V A \ v A V v v v A THIS SIDE \ \� V v v_ -7 / D V v v v A V ( \ A_ // I I / DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. g. ENCROACHMENT: POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES � CO W THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT \ BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES LLI ��� \ \ \ A V A A v A v v \ V A \ v\ V� / / C S SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. LV ..,,. 22 H��'E "\,, I V A V A V A A V A A V A "�V A\\• ` / \ INSPECTIONS J 7 MANDATORY INSPECTIONS ARE REQUIRED AT THE FOLLOWING PHASES: � \ v \ \ V A V A A v\ GRADING STEEPER THAN 3:1 SLOPE I 2 I I i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. � I- �� �( ERNMX-866 NATIVE SEED MIX REQUIRED _ I ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE \ \ \ \ ATCHLINE - °� E 6 -- I 1 A"- v V A V AV V A A A 14 - RIGHT-OF-WAY BEFORE BEING COVERED. LIJ iii. CONSTRUCTION OFTHE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, \ \ 1 \ 1 BEFORE PLACEMENT OF ROADBED BASE MATERIALS. 0 J RSEy \ / I \ \ R \ \ \ \ \ \ II� \ / PROPOSED 66" RCP CULVERT � iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND Q O a65 po C/R (� EA BE COMPLETED AND APPROVED BEFORE THE PAVEMENT sssrc '6s.o " (P/�lVg7FSTR f� \ \ \ �1� \ AT ROSEMARY DRIVE STR M CERTIFIED TESTS, SHALL rr�► ,CROSSING IN 40' PUBLIC \ \ \ STRUCTURE IS PLACED. V 2 AT s <6 Orc ; T 100' WPO STREAM BUFFER \ \ \ ..:DRAINAGE EASEMENT \ v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH Q w NDER R ` A BNOWp o , (PART OF PHASE I) �_ THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING u O H C (pR/ Sy �i OUND i 1 �\ \ \ / COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND N U H VqT C \\ G I \ \ THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. W ¢T l DETENTION /Lu ox ENTRANCE ALIGNMENT) / / �0p0 B vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON i 36 46q w4� C w JERSEY CIRCLE SOUTH COMPLETION AS PART OF THE FINAL INSPECTION. o v � oor 5°B o0 6a / / RAPHIC SCALE \ x vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE JOB NO. �sD� o a 3o e� WEEK PRIOR TO EACH OFTHE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE 232220 / / / / a43 oo �.rV A AN INSPECTION. C ♦ -62 / \ viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE SCALE Q 438 B ADDITIONAL TESTING OFTHE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD " = 30' IN FEET ,END , TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. RETAINING sT �."c 88 - \ \Y _i \ 61 1 inch = 30 ft. , \ SHEET NO. WALL F R asoa s- _N sa '�''�• a4 / / \ ; 4S4. z5 N,TH OF t O SCOTT R. COLLINS - U Lic. No. 035791 116 4 IPO 11/17/24 4� �SS10 AL 495 LOW PT STA: 21+46.50 LOW PT E EV: 469.32 490 PVI STA: o+gg.00 470-54 K:2 .20 LVC: 5.00 5+o0.06o L W PT ST J 0 485 0 a HIGH GHPT E EV 474 3 LOW PT E F PVI ELE :y7y.ii PVI KL6 j U) LU j L i > `° LJ HIGH PT ST a+ 95 83 K:7 z m w , - _ HIGH PT EL V: 47 LVC: o. oo.00 LVCp r o HIGH PT STA: 1+51.5o / \ PVI STA:3 +45 33 0 a o a N o / 4gp HIGH PT ELEV 469.19 / PVI ELEV 47o.zy o M o w / z z Z u LL GRADE B EAK 5 A = 20+49.90 PVI ELEV:y 8.a3 LOW P STA: 25+38.58 Lb io�.00 + + nu ,+„ , ., / O p D- a E EV= 473-591 K:12.2mm LOW P-- ELEV: 449.66 // m . V v / z O w w \ LVC:75. o PVI PVI A:25+si.34 LEV:yyo.28 HIGH P STA: z9+43 43 LOW PT STA: PT E 30+52.65 EV: ^' � ^' � \ D ' v > m v > w v > m m / �"� U) in mLn M - HIGH P ELEV: 46y.92 /LOW y65.y6 + H m w a z Q 475 -6.21% m o i.z 3 9 PVI S A:28+6o.93 i PVI ST 1+02.6 3 5 ^? " \ N �..� w Z w z 0 13, \ N N a m <:25-53 // K: 737 > m w / ::: w a a w a 0 a w \\ N � w min N �/ _ _ L Gi65.00 / /L:w LVC: 00.00 /o = m _ D- m \ w n o 1.8 \ / \ N W N W \ �t / ^ + + \ > m / / N Lu V N W / V > / w / / w PROPOSED FILL 465 MIN. / .� 0 5 % / / 611 . W/Lj / CROSSING [L CROSSING (B3) / 8" CROSSING D.I. W/L � / Q } O 6" CROSSING FIRE LINE (63) �9 / i39 / 6" D.I. W/L N N N 460 / ROPOSED GRADE CROSSING In w o o rl 49 2y �3 / CD/ 6" D.I. W/L 96° ii 7 .. CROSSING / EXISTING GRADE 455 O� 276 27 / 19 L9 � 99 / 1 W M z 450 / / 6" FIRE LINE 1 Lu M z 26-25 / 6" D.I. W/L (64) (11 N CROSSING [4CROSSING " WATERLINE � F//z CROSSING (By) X Lu 1 445 i 6" D.I. W/L W I� , ^ 79 CROSSING I V V 0) 19-i8 N Q 440 PROPOSED FILL_: N73 z vv / z / / V W i--i 435 J W CL ' - > u) un 1 U) a W W = 430 0 z L9H LL W V Z O 1 O � w Z 1 0 O z w W w a. /> w 1 Q 7� Z 425 w 0 o W W Z = U Lu M z />- w ULu w a U Q Z w N Q N O 0 1 I 420 Q> w u> v > I W w W w x W O wa o o U o U o U o U Ln W O°^o � W + W w + LU O) + w W z Z O O N ry = J Ol N N Ol 0! ry Ol L N N al a' 8l `^ V/ Lu 4i5 m p Lu FF z 123 Lu z Lu FF z F z Lu F z Q = Ln ,„ ,, F Lu OD O M H M N N W O N l!t .t M N rl ^ Ql O 00 O l0 O d O N O 00 ^ l!1 �t O Vl ^ O VI ^ O r1 O O Ol W n m N l0 m M to M .t W V l!t Ol O na 0) N 0) 00 1l Na M 00 Il Na m C0a 00 w N Oa �p 00 00 Nf H n ^d m Ol N U)a �T O N N 00 ci N N N H 0) m ko lD lD V1 lD laA lO l lD l l la0 l0 0 h 0d n t� lD n n r\ nS r\ a a a a a a a d d a a d S � ' a an S a0OD 1 �. J U) H� J 20+50 22+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+oo 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 32+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 ARCHER AVENUE O J NOTES: 2. TERIAL CONSIST BE (PUBLIC ROAD - DESIGN SPEED-25 MPH) VERTICAL GRAPHIC SCALE Q O HESINTSOIL THICKNND EACEDSS SUCCESALL SIVE THAN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 28 INCHES IN THICKNESS BEFORE (� COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2020 5 0 2.5 5 10 20 ROAD AND BRIDGE SPECIFICATIONS, SECTION 303.04(h). 2. CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, N U AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING TO ( IN FEET) L SECTIONS 205, 208, OR 249 RESPECTIVELY; OR CRUSHED GLASS CONFORMING TO THE 1 inch = 5 ft. 0 Lu Lu SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 OR 26, PER VDOT 2020 a Ln ROAD AND BRIDGE SPECIFICATIONS, SECTIONS 302.03(a)2G "BACKFILLING". JOB NO. 3. ALL FILL TO BE PLACED AT 95% COMPACTION. HORIZONTAL GRAPHIC SCALE 232220 4. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER SANITARY SEWER MAINS. 50 0 25 50 100 200 VS1ALE5 5. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER WATERLINE MAINS. 6. MINIMUM 1.5' OF VERTICAL SEPARATION BETWEEN STORM SEWER AND WATERLINE. H: 1" = 50' 7. MINIMUM 1.5' OF VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERLINE. ( IN FEET) SHEET NO. 1 inch = 50 ft. 7 NOTES:LTx OF 1. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN �. SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 18INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2020 O �Cl ROAD AND BRIDGE SPECIFICATIONS, SECTION 303.04(h). z. CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, O SCOTT R. COLLINS AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING TO U Lic. No. 035791 SECTIONS 205, 208, OR 249 RESPECTIVELY; OR CRUSHED GLASS CONFORMING TO THE 0 11/17/24 SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 OR 26, PER VDOT zozo ROAD AND BRIDGE SPECIFICATIONS, SECTIONS 302.03(a)2G "BACK FILLING". SS10 AL 3. ALL FILL TO BE PLACED AT 95% COMPACTION. 4. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER SANITARY SEWER MAINS. S. MINIMUM 3.S' OF COVER MUST BE MAINTAINED OVER WATERLINE MAINS. z 495 6. MINIMUM i.5' OF VERTICAL SEPARATION BETWEEN STORM SEWER AND WATERLINE. (if w 7. MINIMUM i.5' OF VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERLINE. z w z J 0 U O o U F w on Z D a = 3 O ,w a u~i z a Y/ y J N z z z a Z g LL HIGH PT STA: 1z+97.z6 LOW PT STA: 16+47.49 O Lu Z w Lu g Ln HIGH PT ELEV: 455 04 LOW PT ELEV: 439.51 p !~ o LOW PT STA: 10+77.40 PVI STA:13+zo.00 PVI STA:16+54 54 J o 3 PVI ELEV: 6. 1 PVI ELEV:43i.7z > z z z LOW PT ELEV: 449 53 45 7 K:z6.o � LL "' - PVI STA:io+99.8i K:1z.o8 3 o . s LVC:4o3.0o w a uj Lii475 PVI ELEV:448.55 LVGi35.00 HIGH PT STA: 1g+35.o4 W a a a d 0 U 0 STA=1g+45.13 0 U 2 N 0 w \ \ zm \ U Q o orl o o .. d E 0 IA MAN MC X L9 z Z N Q s cM q W N U D uu J 1� n N (n o W� Ui J o N Q N Wa z \ LL. 0 LL ` a zw s J J W > � U) Q w w = J L9 LL N r O 3 p zJ Q �o z ZZ W U W Q 0 O O C Y O W J Lu 0 Lu ul�.0 z w Ln (� w Z C w zQ z Lu w ul ' ^ z uj W V/ 0 T /1 J V/ � m rl It It It It 0 00 33+00 33+50 34+00 34+50 35+00 35+50 36+oo 36+5o 10+00 10+50 11+00 11+50 1z+00 1z+5o 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 J ROSEMARY DRIVE 0 J VERTICAL GRAPHIC SCALE (PUBLIC ROAD - DESIGN SPEED=2 MPH) 5 0 2.5 5 ,0 20 O w 0 O J H N ( IN FEET) N w o 1 inch = 5 ft. O w a L 0 HORIZONTAL GRAPHIC SCALE JOB NO. 232220 0 50 0 25 50 100 200 SCALE o V. 1 " = 5' y H: 1 " = 50' `o ( IN FEET) a SHEET NO. 1 inch = 50 ft. 8 " GRADE BREAK STA=36+38.83 ELEV = 475.g6o L W PT STA: 35+ 8.1y LOW PT ELEV: 47 .50 49p PVI ELEV:474� 5 K:66.67 LVG1oo.o0 HIGH PT STA: 35+00.00 HIGH PT ELEV: 47436 � � / � m 485 PVI ELE :47y.11 m w / I m W 33 K�7 �94 vi j / I vi > 8 LVC: oo.00 m w w O M / / 480 � rv+ O o o a MU V m mU V w / / \ \ M M � m w o w / 47° / / 'OSED FILL / 465 =RLINE / NG (B3) / NE �9 S (B3) / 177 460 zy-z3 / / 117 k1J 455 � 1 � 1 � 45° W � 1 a 445 LJJ 44° _ J 1 V � 435 1 1 43° 1 w 1 z LFzS J W �p N � a Y � > 4zo O O_w ~ V � ai W D: w � o! + m � �d ? z � 415 W N M N ul � m M� N N :z .zg °, N LVC:15o.0o N � uoiw ^ � PVI STA:18+g8.54 460 + � °+° � PVI ELE :451.z7 460 m a o o eo a� M v v U m :1 .1y w LVC:73-o0- -� o� �� u m > w M o °o Nw � Nu.i � v w V � m lJ w 455 m W 455 � � > GRADE BREAK / m w W ELEV= 45z.zo / z o LOO�6 v / 45° / 45° 3'S� N V/-- 65 / 6" D.I. W/L ROPOSED GRADE / 445 CROSSING / 445 1z" D.I. W/L 6" FIRE LINE CROSSING CROSSING (B6), 4' WATERLINE / CROSSING (B6) PROPOSE 44° / 75 / 44° 17-16 87 / 435 435 EXISTING GRADE 15oA / / 148A 43° 43° / 4z5 / 4z5 / 4zo 4zo / / 415 415 W � W O 410 w � 4io � a p � O ad' Ow �w 134 p� 4°5 w° a "+ w 4°5 402 z 0 w w z 402 v~i v~i Vl l0 lD t0 vl DD � t+l tV n V7 rl � DD O � M CO M V7 n ° Ol O � rl l0 � O M Ol �!1 O �!1 n � Q1 01 � �t M � 1� M N M � .t S 1 Vl � � M V1 ry � � � � � N m M �1 3 � � f V1 d � � .t � �t � .t � �t � � .t �. d � GRADE BREAK S E HIGH PT STA: io+62.00 LOW PT STA: 11+30.00 HIGH PT ELEV: 466.39 LOW PT ELEV: 467-49 48o PVI STA:io+So.00 PVI STA:11+70.00 LOW PT STA: 12+93-43 LOW PT ELEV: 469.32 PVI STA:li+oR.4q 48o PVI ELE :466.15 P I ELEV:467.69 PVI EL V:469.45 K:1 .00 K:98.11 K: g.zi LVC: 4.0o LVC:80.00 LV :20.00 O To Q O O D1 It O NN O Md N 1 M�tp 475 Do m NtD O 000 tD M w 'll�DD! 475p a Lu ° lii N LU N. w N Li.i N Lj GR DE BREAK STA �> �> �> u> v> v> ELE =470.000 >m >w >m >w >m >uy in W m W m LLr 470 0601 470 EXISTING GRADE , 0 500 A = io oo.00 Z00% EV = 4 4-149 / 465 00% / 3 N. PROPOSED GRADE 465 / PROPOSED FILL t12" D.I. W/L 460 CROSSING 460 w > } a LU 113 3 2 ? log } o w a 455 a " � 455 O� W O� Lu Lu H w LU W Ln Ln x + Ln+ ws LU z Lu Z d 45o Ln 450 N1 N w Cn to N L!1 Om O ^ al r d m lD W �' to S tO lD ID .t .t •t .t t .t d 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 CALYX DRIVE (PUBLIC ROAD -DESIGN SPEED=25 MPH) HIGH PT STA: 2+o8.i6 HIGH PT ELEV: 473-52 PVI STA:2+18.i6 PVI ELEV:473.22 LOW PT STA: 2+5035 K:1o.26 LOW PT ELEV: 471.79 LVC:20.00 PVI STA:2+48.21 tD7�q N PVI ELEV:471.72 HIGH PT STA: 2+86.92 No^ K;1.43 HIGH PT ELEV:471.74 + N L rLVC:io.00 PVI STA:z+g1.g2 BVCS: z+4�.n PVI ELEV:471.64 > > ' 47�-97 :5.13 m m w w EVCS:2+53.21 LVC:lo.00 475 EVCS:47i.82 BVCS:2+85.92 475 05 0 BVCE: 47174 2.00% EVCS: z+g .92 000 EVCE: 471. 5 8%MAX CHANGEOR 2d F -2.000 MIN. LANDI G Who' PARABOLICC RVE(7.0%) •9S� 470 470 _ 465 \ 1 465 46o 25 46o ARCHERAVE. a' LANDING EDGEOF LAN ING 458 PAVEMENT 1 458 rl vi M N o r, o 1+50 2+00 2+50 3+00 3+50 KRAMERIA LANE ENTRANCE PROFILE (PRIVATE PARKING TRAVELWAY) =13+30. 9 LOW PT STA: J +48-43 LOW PT ELEV: 466.82 485 PVI STA:i+ 6. q 485 PVI ELEV:466. 5 - K:1.33 LVC:io.00 IGH PT TA: o+g6.11 BVZS-s 41.og 4 80FIG PT ELEV: 469.41 BVCE: 467 oz 4 8o STA:- EVCS: 1+ l.0 EV:468.94 EVCE: 466.85E W PT TA. 1+ PVI E K z2.9, LOW PT LEV: 4 LV :z0.00 PVI STA: +87.08 P I ELEV 466.59 475 k � o K 56.66 475 + ° + ' Lu B CS:1+ 4-97 v v > BVCE: 466.84 m w Lu EVCS: i+ g.ig EVCE: 46 .40 470 4.6 470 09 8% MAXCHANGEF R20' -2 000 MIN. PARABC NDING LIC CURVE /io' (7.5%) 465 465 z5' ARCHER 25. 462 LANDIN G AVE. EDGE OF PAVEMENT LANDING 462 N N 00 M Q W l0 W D 1+00 1+50 2+00 3.19 5.40 475 475 IGH PT STA: 1 +48.39 1W PT STA: 12181.16 HIGH PT ELEV: 45837 OW PT ELEV: 4 0.79 PVI STA:io+ 6.38 PVI STA:12+3116 470 PVI ELEV:45 3.85 _ PVI ELEV:452. 0 470 :19.31 z \ 31-99 LVC:114. / \ LVC:loo.00 o O N o^, / r °u°, 00It u v,\ \ CO~ °, 465 0 / N N ui w 465 Ln V >/ > > OD \\ > w �> w m W 46o \ 46o \ XISTING GRADE 455 455 PROPOSED GRADE \ 450 fl.sl% 450 j PROPOSED FILL W Lu 445 °+ 16oA 3534 445 Vq442 INTEF SECTION - ROSEMARY DRIVE 442 STA. 2+28, ELEV. 45 .20 't 0 LD t^Y1 d TO O n w 'm m V) 1p 1p tmo n LA w N '. It 9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+25 ROSEMARY COURT (PUBLIC ROAD - DESIGN SPEED=25 MPH) JERSEY CIRCLE (NORTH) ENTRANCE (PRIVATE PARKING TRAVELWAY) HIGH PT STA: 0+51.12 HIGH PT ELEV: 456.67 PVI STA:o+56.12 PVIELEV:456.42 K:18.98 LVCio.00� LOW PT STA: 0+90.92 1 OW PT FI FV- i.c2. 7o BVCS: o+S:i.i2 PVI STA:o+88.58 BVCE: 456.6 PVI ELEV:454.63 46o EVCS: o+61.1 K 1. 46o EVCE:456.1 LVC:io.00 S'Doo B CS:0+83.58 �0 BVCE: 454-91 \ E CS:0+93.58 \ \ Ss3% E CE: 454-73 455 455 8%MAX CHANGE IF DR20' MIN. LANDING ho' 2.00% PARABOLIC CURVE (7,5%) 450 \ 450 445 445 25 ROSEMARY DRIVE LANDING E GEOFPAVEMENT 442 442 t N n ^ n W 0+00 0+50 1+00 1+50 JERSEY CIRCLE (SOUTH) ENTRANCE (PRIVATE PARKING TRAVELWAY) mm XIS TING GRADE LOW L PT STA: 12+25.56 DW PT ELEV: 464.98 PVI STA:i3.+8o 56 PVI ELEV:465 5 - - - - K:27.38 475 LVC: o.00 475 \ o 00 rn 0 0 Ln l0 N lD \ + N 470 \� > v 470 Lu 0o m \ w PROPOSED GRADE 465 1. 1° 465 FAA�ROPOSED FILL 460 460 135 o 0 � zg z8 455 455 O Ei V W 1n W 450 z 450 O] p CO O 00 N n 0 0 475 475 470 //LOWPTSTA: +45.g1 470 / PVI STA:0+46. 8 / PVIELEV:459 4 / K:2.94 LVC:io.00 465 BVCS:0+41.78 465 -BVCE: 459 EVCS: 0+51.78 EVCE: 459-44 46o 1. 460 T-r 2.00% 455 455 25' ARCHERAVE. LANDINc EDGEOF 452 PAVEMENT 452 F=l N °O . It tt DD n 0+00 0+50 1+00 10+00 10+50 11+00 11+50 12+00 12+50 CALYX WAY (PUBLIC ROAD - DESIGN SPEED=25 MPH) GRADE BREAK S E JERSEY CIRCLE (MIDDLE) ENTRANCE (PRIVATE PARKING TRAVELWAY) VERTICAL GRAPHIC SCALE 0 2.5 5 10 2.. ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. LOW PT STA: 10+47.91 LOW PT ELEV: 458.86 PVI STA:10+72.91 PVIELEV:459.86 K:5.00 LVC:50.o0 HIGH PT STA:11+67.96 HIGH PT ELEV: 471.96 PVI STA:11+57.96 PVI ELEV:471.76 K:1.67 LVC:zo.00 16 m m m m rn 475 " .. " .. ij + + w w 475 w N m > > -- --m - - LU 070 GRACE B �- EL EV=4 470 470 / EXIS ING GRADE Lu z m O) w 465 r" 465 j zLU Ow PROPOSED GRACE �- Di Ln H wQ Z 46o Ln 46o A = ioi oo.00 EV = 4 7-540 2.00% .00% 455 455 INTERSECTION - ROSEMARY COURT 452 452 STA.lo+oo EL EV. 4q7. q4 m Cn o tD o w d It S S S d 10+00 10+50 11+00 11+50 EMERGENCY ACCESS ROAD 'PRIVATE ACCESSWAY PHASE III - FULL BUILD OUT 'EAK STA = i1+69.45 1.994 NOTES: 1. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 18 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2020 ROAD AND BRIDGE SPECIFICATIONS, SECTION 303.04(h). 2. CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO.25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING TO SECTIONS 205, 208, OR 249 RESPECTIVELY; OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 OR 26, PER VDOT 2020 ROAD AND BRIDGE SPECIFICATIONS, SECTIONS 302.03(a)2G "BACKFILLING". 3. ALL FILL TO BE PLACED AT 95% COMPACTION. 4. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER SANITARY SEWER MAINS. 5. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER WATERLINE MAINS. 6. MINIMUM 1.5' OF VERTICAL SEPARATION BETWEEN STORM SEWER AND WATERLINE. 7. MINIMUM 1.5' OF VERTICAL SEPARATION BETWEEN SANITARY SEWER AND WATERLINE. op Cl O SCOTT R. COLLINS U Lic. No. 035791 4' 11/17/24 �SSIONAL LA w Z =DO � o M D U) d m J z o' a z Z ZV LU w g LL O Z # w N o m� U JUl J w z w z w ¢ Lu W d D_ v "r a Lu rN C rN o orl o..1 L9 M Z M N cM N W� N W> Zw J W 9 Zo� wC) 1 Y u w Z= w ry (n J� U, � O Q UC) C) N Lu 0 a z Lu 2^: ia_ O Lu Lu 0 Cn J J 1--1 O w J H H w w un JOB NO. 232220 SCALE V. 1 " = 5' H: 1" = 50' SHEET NO. 9 0 42" MIN PROPOSED RAILING TOP OF PROPOSED CONCRETE WALL GRADE Z �o m6 ou WALL RAIL FASTENING DETAIL NOT TO SCALE REFLECTIVE ALUMINUM LEGEND AND BORDER - GREEN WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND - WHITE TYPICAL AT ALL HANDICAP SPACES THIS SIGN TYPICAL AT ALL 'VAN ACCESSIBLE" PARKING SPACES PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW GALVANIZED "U" CHANNEL POST VDOT A3 GENERAL CONCRETE �� P71.Yr11�1BIrI.9aaC �. Y Y �.�. >' 9 i / / a D ° ./.V/,V/, . 4" MIN. NOTE: RETAINING WALLS GREATER THAN 3' IN 1l �YR HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. 1'-0' WALLS EXCEEDING 4' IN HEIGHT REQUIRE A HANDICAP PARKING SIGN DETAIL STAMPED ENGINEERED DESIGN PLAN. WALLS NOT To SCALE REQUIRED INSPECTIONS AS OUTLINED IN THE USBC. ONE AT EACH HANDICAP SPACE. WHERE HANDICAP SPACES FINAL STRUCTURAL WALL DESIGN TO BE SUBMITTED FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE WITH STRUCTURAL ENGINEERING PLANS. ONE POST WITH SIGNS MOUNTED BOTH SIDES SIDE RETAINING WALL 3' - 6" 9" SIDE RETAINING WALL 4" 7' FAX ST-PS RISER TOP ELEV. OF STFP ELEVATION TOP OF SIDEWALK OTTOM ELEV. IF STEP FRONT ELEVATION HANDRAIL ❑ PRIVATE WALK OR LANDING 5'-0"MIN RISER 1/2"THROUGH JOINT -o TREAD 9 g4 BARS (TYP) #4 BARS EQUALLY SPACED 1/2"R SLOPE TO DRAIN 1'-0"OC MAX SPACING 31, PRIVATE WALK 4 n" OR LANDING +, 1%TYP 1/2" THROUGH JOINT Cv� ( �b e .: SIDE ELEVAWON V-0" 9" SIDE RETAINING WALLHi 3 - 6 9" SIDE RETAINING WALL 10" STEPS TREAD PLAN CONCRETE STEPS DETAIL NOT TO SCALE �M•U••1 STD. CG-12 HANDICAP SIGN RAMP HAND/CAP SIGN LOCATION (VAN) I LOCATION SIDEWAL FACE OF CURB BUMPER BLOCK PAIN PAINTED PER ✓DOT SPEC. TRIPE IGAL) ACCESSIBLE SPACES HANDICAP SPACE DETAIL NOTE NO SCALE HC PARKING SPACES & ACCESSIBLE ROUTES SHALL BE COMPLIANT a•/ ALL CURRENT ADA STANDARDS & LOCAL/STATE REQUIREMENTS HANDICAPPED SPACES SHALL BE IDEN77FIED BY ABOVE GRADE SIGNS AS RESERVED FOR RESERVED PHYSICALLY HANDICAPPED PERSONS. PROVIDE RESERVED PARKING ONE (1) R-7-8 SIGN AT EACH HANDICAPPED PARKING PARKING SPACE INDICATED ON SITE PLAN. SIGN WILL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL THE CENTER OF SIGN SHALL BE AT LEAST FIVE (5) FEET ABOVE GRADE, BUT NO HIGHER THAN SEVEN (7) FEET ABOVE GRADE. SIGN SHALL BE PLACED ON STEEL POST 1-1/2- 0 PAINTED BLACK SET IN 12' OF CONCRETE. Y TOjNE TYPICAL ACCESSIBLE SIGNS SHALL CONFORM TO VAN ADA REQUIREMENTS ACCESSIBLE $1000E100- E500 FINE HANDICAPPED PARKING SIGNS NO SCALE MADRAX DIVISION GRASER MANUFACTURING, INC. 1060 UNIEK DRIVE WAUNA/KgEpEE,, SWI53587 �Spp) ( WWW.MADR�N&(.00�.1 PEeMA)IL SALES®MADWJ(.00 pTaFLVKILI;la:7 TUBING CHECK DESIRED MOUNT 0 GRADE CONCRETE are ANCHOR ROD THRU HOLE;,-3XBXNrTHICK (INCLUDED BY MADRAX) 2 EA, W SD. HOLE TYP. �4EA. 9118"OHOLE TYP. GRANULAR NATIVESCIL _ _ 1211T LAO BOLT CONCRETE CONCRETE G IN GROUND MOUNT (10) O SURFACE GUSSET MOUNT (80) ❑ SURFACE FLANGE MOUNT (SF) SECTION NEWS UPCHARGE PRODUCT: UXISI SF DESCRIPTK)N:U'BIIIiiEE 2 BIKE, SURFACE OR IN GROUND MOUNT DATE:&8-14 ENG: SMC CONFIDENTLLL ONAWINGAND INFORMATION IB NOT TO BE COPIED OR DISCLOSED SCLOSED 1. INSTALL BIKE RACKS ACCORDING TO MANUFACTURERS SPECIFICATIONS. TOOTHERS WITHOUT THE CONSENT OF GRABER MANUFACTURING, INC. 2. OONSLLTANT TO SELECT COLDRR((FINISH, SEE MANUFACTURER'SSPECIRCATIGNS. SPEGRCATIONSARE SU&IECTTO CHANGE WTHOUT NOTICE. 3. SEE SHE PLAN FOR LOCATIO10XIDONS�LT OWNER. 0014 GRABER MANUFACTURNG INC. ALL PROPRIETARY RIGHTS RESERVED. i� EDGE PROTECTION CL RAMP I2" EXTENSION BEYOND RAIL M I�\ of Mr F/✓✓✓ 18" MIN 18" MIN. EDGE PROTECTION M N MUM PAVEMENT DESIGN 1 - MILLIOVERLAY OF EXIS77NG PAVEMENT PROPOSED i' SM-9. SURFACE COURSE EXISTING PAVEMENT EXISTING STONE SUB -BASE-__. COMPACTED SUBGRAD 2 - TURN LANE PROPOSED 2" SM-9. SURFACE COURSE PROPOSED 4" BM-2 INTERMEDIATE COURSE PROPOSED 6" n-B AGGREGATEBASE COURSE COMPACTEDSUBGRAD Ox /y \0 J - PROPOSED PUBLIC ROADS (ARCHER AVE & LOCAL STREETS) COMAGGREGATE PACTED . ASE A• •11 r �i'ill . . "I'I / DRIVE •••SM SURFACE COUF4 PROPOSED 3" BNI INTERMEDIATE COURSE PROPOSED 6" TO 7" 2i-A AGGREGATE BASE OOURSC�,UQ'1lJW- Jigs- 0 4as COMPACTED SUBGRADE-__. i ■ PROPOSED PRIVATE DRIVE PROPOSED EMERGENCY ROAD . , SURFACE COLIAE -""'I PROPOSED INTERMEDIATE PROP• r ' AGG REGALE BASE IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII COMPACTED SUBGRAD WWOY M!I, PROPOSED PARKING SPACES PROPOSED PROPOS ' BINDER INTERMEDIATE Immmmnnnnnnnnnnnmi PROPOSED B AGGREGATE BASE COURSE .�iNy.k°yye COMPACTED • BEVELED UNITS \i'� ,o^M�WIMLmI EXTEND GEOSYNTHERC REINFORCEMENT TO WITHIN 21NCHES OF THE LOWER BLOCK FACE ID"MINT AnchorTM Diamond® X INFORCEMENT CONNECTION WX (NOT TO SCALE) •"` '"`"m""`"`"0""" VREINFORCEMENT-LENGTHFMISHED GBADE GEOSYNTHETIC REINFORCEMENT 4" DRAIN TILE (ELEVATION VAR26) !.d\% ELEVATION A SECTION B SECTION C 1' MIN. 11' MIN. 0� 1' MIN. END OF RAM 1' MIN. END OF RAMP-T 4""NOR 40 ELEVATION D ELEVATION E ELEVATION F RAMPS - NOTES: required width by more than 3" when fully open. (sec 1133b.5-5-lfig =b-27 (b) & (c) • The maximum slope of a ramp that serves any exitway, 113311D.5-4.3 fig 3.3.b-38 & 39) • The grip portion of handrails shall be not less than 1-1/4" nor provides access for persons with disabilities, or is in the path of • The width of the landing shall extend 24" past the strike edge more than 1-1/2", orthe shape shall provide an equivalent OR, travel shall be 1' rise in 12' of horizontal run. (sec 1133b.5-3) of any door or gate for exterior ramps and 18" pastthe strike gripping surface, and all surfaces shall be smooth with no sharp LE4 • The cross slope of ramp surfaces shall be no greaterthan 1:5o. edge for interior ramps. (sec 1133b.5-4.4 fig lib-39) corners. handrails shall not rotate within theirfittings. (sec (3/4" perft) (sec 1133b.5-3-1) • At bottom and intermediate landings, the width shall be at least 1133b.5.5.i fig 3.2b-36) • The width of ramps shall be as required for stairways and exits. the same as required forthe ramp. 11 b... fig llb 8 & q p ( 33 545 9 3 Handrails projecting from a wall shall have a space of 1-1 z" P J 9 P / SEGMENTED WALL DETAIL (sec 1133b.5.2 fig i ib-38 & 39) 39) between the wall and the handrail. (sec 1133b.5-5.1fig lib-36) DIAMOND PRO (TAN) • Pedestrian ramps serving primary entrances to buildings having • Intermediate landing at a change of direction in excess Of . Handrails may be located in a recess if the recess is a maximum an occupant load Of 300 or more shall have a minimum clear degrees and bottom landings shall have a dimension in the of 3" deep and extends at least 18" above the top of the rail. NOT TO SCALE width of 6o". (sec 1133b.5.2) direction of ramp run of not less than 72" to accommodate the (sec 1133b.5.5.1 fig i3b-36) • All other pedestrian ramps serving primary entrances shall have handrail extension. (sec 1133b.5.4.6 fig llb-38 & 39) • Any wall or other surface adjacent to handrails shall be free of a minimum width ofy8". (sec 1133b.5.z) • Other intermediate landings shall have a dimension in the sharp or abrasive elements. Edges shall have a minimum radius - • Landings shall be provided at the top and bottom of each ramp. direction of ramp run of not less than 6o". (sec 1133b.5-4.7 fig ofl/8". (sec 1133b.5.5.1fig llb-36) - - (sec 1133b.5.4.1 fig lib-38 & 39) llb-38) . Where the ramp surface is not bounded by a wall or fence and • Intermediate landings shall be provided at intervals not • Ramp landings are not considered in determining the maximum the ramp exceeds 3.o' in length, the ramp shall comply with one exceeding 30" of vertical rise and at each change of direction. horizontal distance of each ramp. (fig. =b-38 & 39) ofthe following requirements: (sec 1133b.5.6 fig lib-27(b) & (c)) (sec 1133b.5.4.1 fig llb-38 & 39) • Handrails are required on ramps that provide access if the ramp a. A guide curb a minimum of 2" in height shall be provided . • Top landings shall be not less than 6o" wide and shall have a slope exceeds 1' rise in 20' of horizontal run. (sec 1133b.5.5.1) at each side of the ramp; � 6" MINIMUM COMPACTED GRANULAR LEVELING PAD Was- WIDTH OF OVERSIZING De DEPTH OF EXCAVATION L=LENGTH OF GEOSYNTHERC REINFORCEMENT W"s=(2-De)+L+6" - AnchorTN1 Diamond® X 1:1 EXCAVATION OVERSIZING WX (SCAL8: 3/8'=1'-0') AnchorTNI Diamond® X TYPICAL BASE PREPARATION WX (NOT TO SCALE) length of not less than 6o" in the direction of ramp run. (SEC Handrails shall be placed on each side of each ramp, shall be b. A wheel guide rail shall be provided, centered 3" 31" - 1133b 5.4.2 fig 3ab-38 & 39) continuous the full length of the ramp, shall be 34" to 38" above above the surface of the ramp. • Doors in any position shall not reduce the minimum dimension the ramp surface, shall extend a minimum of 1' beyond the top Outdoor ramps and their approaches shall be designed and of the ramp landing to less than 42" and shall not reduce the and bottom of the ramp, and the ends shall be resumed. (sec constructed so that water will not accumulate on walking surfaces. 0133b.5.8) I TYPICAL HANDRAILS AT RAMPS RETAINING WALL -HANDRAIL DETAIL DETAILS & DRAWINGS PER ADA REGULATIONS - AMERICANS WITH DISABILITIES ACT 1994 42"HIGHAMERISTARBLACK SECURITY HVAC SCREENING FENCE WHITE VINYL NOT TO SCALE FENCING (MAJESTIC - AEGIS PLUS) FENCING 42" HIGH MIN. I �1 TRIP GENERATION CALCULATIONS TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL, iiTH EDITION -390 TOTAL PROPOSED DWELLING UNITS 318 APARTMENT UNITS (CODE 220) 72 TOWNHOUSE UNITS (CODE 220) TOTAL ADT: 2,628 VPD (1,314 ENTER / 1,314 EXIT) TOTAL AM PEAK: 156 VPH (37 ENTER / iig EXIT) TOTAL PM PEAK: igg VPH (126 ENTER 173 EXIT) �C111 v v 0 Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface h a Base b a Subbase h a DIP Archer Avenue 2628 2 2648 4 4 18.15 SM-9.5 1.5 2.25 BM-25 5 2.15 21B 7 0.6 18.33 Rosemary Drive 483 2 503 4 4 12.37 SM-9.5 L5 2.25 BM-25 3 2.15 21A 6 0.6 13.43 Rosemary Court 162 2 182 4 4 8.83 SM-9.5 L5 2.25 BM-25 3 2.15 21A 6 0.6 13.43 Calyx Drive 169 2 189 4 4 8.96 SM-9.5 2 1.67 BM-25 1 1.67 21A 8 0.6 9.81 Calyx Way 74 2 94 4 4 6.53 SM-9.5 2 1.67 BM-25 1 1.67 21A 8 0.6 9.81 Calyx Drive (West) 41 2 61 4 4 5.02 SM-9.5 2 1.67 BM-25 1 1.67 21A 8 0.6 9.81 Krameria Lane 485 2 505 4 4 12.38 SM-9.5 L5 2.25 BM-25 3 2.15 21A 6 0.6 13.43 Jersey Circle (North) 636 2 656 �500 4 4 13.29 SM-9.5 LS �F� 21A 6 0.6 13.43 Jersey Circle 480 2 4 4 12.35 SM-9.5 LS 21A 6 0.6 13.43 �p0 a �mmili1.�oni�1 ra..a.. �000un000 oonoon r Vol lllll Ill l�Illl��l l�I / CALY}DRIVE rweucslnFt,) 169 VPD 9No.035791 op - K� LJ V J J \ DO 03 0 U) EA. to (D d .�-1 Z � Q U Z Z Z \ Z U) w ti 3 Lu a zp w F- -POOP...-.._ .. LA u1 {A J � rVaa > Z z Z w a1 of LE. 0 - LU JLW�// =a= T Irrfi 13'x44' CONCRETE SLAB (7" THICK) SLOPE TO DRAIN TO GUTTER 3000 psi @ 28 days (min) CLASS A3 CONCRETE WITH 6"xT w N N N NOTES: 1. PAVEMENT DESIGN FOR NEW SUBDIVISION STREETS SHALL BE DEVELOPED USING THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN W2.1xW2.1 WWF 4 AND BROOM FINISH Q o o r, VIRGINIA AND MUST BE BASED ON IN PLACE MATERIAL AT THE TIME OF CONSTRUCTION. ACTUAL PAVEMENT DESIGN SHALL BE BASED ON CBR VALUES OF THE ti ACTUAL SUBGRADE MATERIAL. CBRS SHALL BE PERFORMED DURING CONSTRUCTION AND THE INFORMATION PROVIDED TO THE DESIGN ENGINEER TO CONFIRM THE\j/\jj\jj\j PAVEMENT DESIGN FOR THE DEVELOPMENT. 2. A BINDER COURSE SHALL BE USED DURING THE CONSTRUCTION PHASE OF THE PROJECT TO SEAL UP THE STONE AND SHALL BE UTILIZED FOR CONTRACTOR STAGING AREAS. AT THE END OF THE PHASE, WHEN THE APARTMENT BUILDING IS READY TO BE TURNED OVER, THE CONTRACTOR SHALL INSTEALL THE FINAL 2" OF ASPHALT \ ACROSS THE PARKING LOT AREA AND STRIPE THE PARKING LOT AROUND THE BUILDING. 6" COMPACTED 21A STONE BASE Classification Min. surface Min. Design Other design requirements width alignment considerations Class B - type Earth, mulch, enough to 20% maximum Trail breaks to I primitive or stone dust mark the grade (this is a prevent erosion, with nature trail location minimum impact foot bridges over (5' WIDE) nature tail) major obstacles EXIST. GROUND EXIST. GROUND EXIST. GROUND EXIST. GROUND CONCRETE DUMPSTER PAD & MAIL KIOSK DETAIL NOT TO SCALE �10'� co z �000��vi w�wvv� Z N M 4" COMPACTED AGGREGATE 2" SM-9.5A le H 21-A BASE COURSE SURFACE COURSE 1 ASPHALT SHARED USE PATHWAY DETAIL N CG-6 CLASS A - TYPE 1 LOW -MAINTENANCE C) EXISTING E/P POINT OF CURB & GUTTER 10' WIDE ASPHALT J4 NOT TO SCALE J FINISHED PATHWAY 3;1 EXIST. GROUND N GRADE 1 4':1' 2% NOTE: CONCRETE N Oo"" 3� SHALL BE 3000 �5' (MIN.) PSI DAYS PLANTING 4" VDOT 21A OR STRONGER. STRIPLL 6 21AOT voUDsrD. STONE STONE BASE / / UNDERDRAINS EXIST GROUND /� /� /� /\ " ' - j \/ \j \j \ W H� 12' BASE �/�/ /\ _' /A/A/A/A ��\�\\ \\\T� (TRAVEL LANE) ��� W RT. 29 TURN LANE WITH SHARED USE PPEITHW.4Y MODIFICATION (/) 421-A STONE BASE 4" CONCRETE > ' ^ (PROPOSED �lBLIC ROAD) 4" v , J DESICAF SPEED.' 50 AfPH 8' 3' 3,000 PSI MIN. U) CONCRETE SIDEWALK & BIKE PAD DETAIL W = NOT TO SCALE F'- EDGE OF I L'L PATHWAY - FACE W OF CURB v-m srD. C/L vooT SM. R W UNDERDRAINB (POINT OF FINISHED GRADE) UND RORAINS 6;1' Z C;6 10' I Q z (ASPHALT 7.5' � GUTTER) � 1 L 1 L _ I _ GUTTER) 6' S' 1� PEDESTRIAN PLAN N CURB a (TRAVEL LANE) (TRAVEL LANE) (CURB a PIANTiN CONCR W L / PATHWAY) STEP) GUTTER) GUTTE0.) STRIP) SIDEWALK) 2 W 26' F/C-F/C I--� 1 59.5' R/w 10- 0 ARCHER AVEMIE - TYPICAL STREET SECTION Y O Z VAR 1VIDTH PUBLIC ROAD R11'r W J 25 MPH DESIGN SPEED _� W CG-6 POINT OF CG-6 Z L /Q 5' WIDE CONCRETE CURB &GUTTER C/L CURB &GUTTER f FINISHED 5' WIDE CONCRETE UJ SIDEWALK /d GRADE /n SIDEWALK 3:1 EXIST. GROUND UJ J 6 PLAN77NG 1 6' PLANTING �n 4" VDOT 21A STRIP 6 yD 0T 6' wor S7RlP 4" VDOT 21A 0 ~� STONE BASE 2fA 21A STONE BASE STONE BASE10'-17' 10'-11' BASE E EXIST. GROUND 5 6' 2.5 2.5- 6' S (TRAVEL LANE) (TRAVEL LANE) 22' F/C-F/C - 31' F/C-F/C W J TYPICAL PRIVATE TR.4VELWAY SECTION J (XRAAIERIA LANE AND JERSEY CIRCLE)0(PROPOSED PRIMATE TRAVEL#rAY) Q 0 DESIGN SPEED.' 15 AlPII URBC& GUTTER CL POINT OF CURB &G GU TTER w C 5' WIDE CONCRETE / FINISHED 5' WIDE CONCRETE UC) F SIDEWALK SIDEWALK GRADE 3:1 EXIST. GROUND ('V b F- �- i O w �" ae ""o, 6' PLAN77NG 2 6' PLAN77NG STRIP d to 4" VDOT 21A STRIP 6 VDOT 6- VDOT (J' BUFFER DN 4" VDOT 21A TON STONE BASE s21A si10AO ROSEMARY O MA Y STONE BASE JOB NO. 5 s' AS 10'-16' 10'-16' BA2 6' S EXIST. GROUND 232220 (TRAVEL LANE/PARKING) (TRAVEL LANE/PARKING) 24' F/C-F/C - 32' F/C-F/C _ SCALE TYPICAL PUBLIC ROAD SECTION N/A (CALYX DRIVE (EAST), CALYX OrWY, ROSEAI/ARY DRIVE, AND ROSEAf4RY COURT) SHEET NO. (PROPOSED PUBLIC ROAD - VAR #'IOTlf R/)1') 10 DESICN SPEED.' 25 .VPH ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) GENERAL WATER & SEWER CONDITIONS (September 14, 2021) 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS ATTHE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4 ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (i-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3-S) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. io. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 22. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 3.5. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 26. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTION DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT REVISION OF THE ACSA RULES AND REGAULTIONS. 17. A DEED OF EASEMENT AND EASEMENT PLAT FOR THE UTILITY EASEMENTS, APPROVED BY THE ACSA, SHALL BE RECORDED PRIOR TO ANY WATER AND/OR SEWER SERVICE BEING ESTABLISHED. RIVANNA WATER & SEWER AUTHORITY (RWSA) GENERAL WATER & SANITARY SEWER NOTES LAST REVISED: DECEMBER 2023 NYLOPLAST DRAIN BASIN WITH PEDESTRIAN GRATE (1, s INTEGMW DICT EIRON PRAMESGRMEMANKH ANNO.D. �- Ir MNWOMWIDEUNE rAwlxxXNEeeGWDMINE ."MUMPIRESUM (1) VAWMLE INVERTHNGHTS MITHPERPPE AVNMSLE(ACCORMGTO MANUFACTURER PIANWTMECPFI WDMMEWATXW (8)ME0I'JM0UTVTWMLDADB'. CONLPETESIABOMENSIMME In NNMR�A FOROUIDEUNEPiPMBSOMY, AL1ULL RETEMARMWT Ll BBY BEDESIGNEDgmwiD TMFFlC LDADINOBOIHERAPI MRWNOEBO IWX1B. RA.n BEEDRANNON0. TD01-11C111 FG4 NON1RArF1LIX6TNIATW. WRMAE SUMP DEPTH MI vAgWBnPC$aIXIETS WTIETADMTER, A•MX011127.BE• RMMIro P1AX8 ALCGONIr�M',iPMIN.ONBP Sr AMIABLE P-PMa)RRUGOTEDHDPE L rMN aY9PSe' B'MX. (ADS NI2INM' DUALWALL,ADSW R SIT MF. eNOLEWNl),MUMPICBEWER(EX BORMN R BABEODNMEOSTOMUMMER PIG rAVO UMTE, 9FI BBEDONB' CgUUDATEOBRSBED PVC TNESUM MARUMEMLLMDREQOeMEWSORD 81 GRMUWBMAIFRMIMEETNO MEREOMREMEMBOFOIBBI, 1. CIANI6 DRCWL1_MSUWL WATERIIWROWN0 EDEANEDIXARETH R,°OILLPORBURWY DANWdf INL LBE (L00.WGATfO HOPE SHOWM Ir-Y MUaEDOB RACED SCOMPACTEOUNIFORM.YINACfARGMCE4NMM1M0E9E1. EWTH I. ma reoamrRGMTEXNWLPEDwnMNoxPmAeMm btNEIONG. x. Ir.Eo•rvurb avLeEEIInIIE IRGxPER,a1MuxGP.LEErom0.i. i D-Ve50E LM IXMDMILRKE 9'WEM8IAN DEIIILB RI9W E.N.N. YBIy DVEA M'WEiDBXIPPIND R�FBIRIDIA]M. BEECMIMXDXD.RM-,IDpb. ,. OEEOXX[ti"Xal"blMfgX,XEM9NYLGdNPM tE MIMDII fCMf/JPALWTEDIp4MMNI2NNLMDLLLL wN4 N"NP SwceEwERR'd'6 8��119GW EEMWMFD PIOAtl'. TOtfIE0.MMEMWMVM PEMHx1M"Etl XEf .164114013 <. IY. N' PEDEBA WVGMR9"VLL ULNEU W MEEINIO LGe➢PXiING a MI.IN.I.1W BITW.1W DEMTW) d"N11G Iq,)WIn161NFCRHWiWEMIDNGUOEYxF$ NYLOPLAST DOWNSPOUT ADAPTERs D n=1 11=II.II- II ! f I II II II II 11: ll II II 11: 7I:1��I II II II If n n n IL IL ll -m II II II 11.11-11 II 11 II II-11 IA II II II II. II'=11 II II 11= II II II =11 II II II II' II II II II II II' 11 II II II II II II n 11:-1 11=11 II II II -II 1=n=1 I J�nnnn:-Tenn �� ,I J1=nnMil-nnn=nnnn=n� nnnn-n=nnn HIM. . n=n nnnn=nnnn-.n=1 =11 I >I n n-nnnnnn-.nnnnn J= ;. �-n=nnnnnn=nnnnn'=nnn=nN w-' nnn-n=n .•Y T nnnn=nnnnnn=nnl.. I nnn_=1 .r ice` n n-n=nn°nnnnlln-n Q •Y=r IT-nnn-n-1r. I ••_ ��-.�:�.,6ti',r,*-A.'-A•A.`-A.'",•:a�1_v�_I L d: vt_L4 ��i ,L • • • • • �••i•�i, •�i .L:.w v i .� i1Y •Y •Y •T •ii• ' � A.*•. *�rl�'.'A,'.'"A.','��j.' �L •�ii _ V�y. -,r._�,IIIIIIIILIIIIIII-I:Illlllllllllllllll.11lllllllllllllllllllllllllll� •.•,�•.�w��lYilrr..�t..\•.�t.Y�.l.•. •.-w-•,.�--a�w�•--w.:•-.�.-•Y-�T-w�•Y-�T--P•-•.-w.�-�w�•T-•t �,��•L:I:.�i.•.��._�.WilYirilYt..i�... •T-sY-�•-�Y-A r- ,.L. ,•Y- . I. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER AND SEWER DESIGN AND CONSTRUCTION STANDARDS -VERSION I.o, ADOPTED IN DECEMBER 2o15, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES. 2. RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION.A PRECONSTRUCTION CONFERENCE SHALL BE HELD WITH RWSA PRIOR TO THE START OF ANY WORK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 4. RWSA ENGINEER(DYON VEGA AT (434) 977-297o EXT.i7o) SHALL BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION. S. ALL WORK IS SUBJECT TO INSPECTION BY RWSA STAFF. NO TIE-INS TO THE EXISTING SYSTEM SHALL BE MADE WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR HOLIDAYS WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. 6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE -TESTED BEFORE A CONNECTION IS MADE TO THE SYSTEM. 7. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATAAVAILABLE AT THE TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OFTHE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECTALL UTILITIES AND STRUCTURES FROM DAMAGE ATALLTIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 8. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. NO GRADING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. 9. NO BLASTING SHALL BE PERMITTED WITHIN ioo FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND RWSA APPROVAL OFTHE BLASTING PLAN. GROUND MONITORING DURING BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. FOR BLASTING WITHIN Soo FEET OF ANY OPERATIVE RWSA SEWERLINES, BYPASS PUMPING AND/OR PRE- AND POST -CCTV MAY BE REQUIRED. RWSA MAY ALSO REQUIRE CERTIFICATION FROM A LICENSED PROFESSIONAL ENGINEER STATING THATTHE PROPOSED BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES. DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COSTTO THE OWNER. 30. THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS. WHEN A CROSSING IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING PIPE. THE AREA OFTHE CROSSING SHALL BE BACKFILLED WITH COMPACTED 57 STONE TO THE SPRINGLINE OFTHE EXISTING PIPE. 33. NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TESTED, CHLORINATED, FLUSHED AND HAVE WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO PREVENT ANY CONTAMINATION OF THE PUBLIC WATER SYSTEM. 12. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE. 13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC. 14. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. 35 3/4'� BOLT DOWN 24" P 4 I/16' x 0.63" DEEP RECESS 1 7/8" DIAMETER DRILLED 0/ HOLE FOR SENSUS ENDPONT TOP VIEW: LID 26 1/4- 37 7/6" 24- PERSPECTIVE: BOX NOTES: I. METER BOX TO BE HEAVY DUTY. 2. LID SHALL BE POLYMER MATERIAL REV 0/6/2024 [ALBEMARLE COUNTY TYPICAL METER BOXES ERVICE AUTHORITY (1.5" AND 2" METERS) NOT TO SCALE W-B m�Tr- CRIMP AND ROLL END OF COPPER PIPING 42" MIN, REMAINING COPPER PIPE TO BE VERTICAL 24" MIN. SHUT-OFF CORPORATION STOP TYPICAL SERVICE TAP ABANDONMENT NTS FIG. W-6B M.M. STEPS DROP BOWL �) USE APPROVED FLEXIBLE RUBBER BOOT. o • S STOP COUPLING 0 ' DROP BOWL ' (STAINIS SS STEEL) - L:= SPACED EVERY 2' VERTICALLY , 90 RESTRAINED BEND 1 - BRANCH LUENT PIPE ♦ . PI PPEE •. A • MNN 1 R� PLAN PROFILE MIN. 6" BEDDING WITH NO. 57 OR 68 STONE NOTE: 1.VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP RTTING WITH STANDARD GASKET JOINT. 2.VERICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF STAINLESS STEEL 3.SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING LINE OF MANHOLE INVERT. 4.DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. 5.VERnCAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. 6.MINIMUM 60" DIAMETER MANHOLE REQUIRED. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS. 7.IF 90-DEGREE BEND IS NOT IN CHANNEL, PVC PIPE SHALL EXTEND TO THE EDGE OF THE CHANNEL HORIZONTAL PIPE SHALL BE GLUED TO THE 90-DEGREE FTrnNG. STRAP, AS NEEDED, TO BE DETERMINED BY ACSA. REV 8/6/2024 ALBEMARLE COUNTY STANDARD INTERNAL SERVICE AUTHORITY DROP CONNECTION DETNL S-4 S-4 NOT TO SCALE JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT CIF WAY. VARIES 10 -�0 ,tom_ I I WATER SEWER z 3 0 LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM Bn SEE PART 3, PARAGRAPH DI SEPARATION OF WATER & SEWER SYSTEMS, UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90" TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS QTHE LOCAL STANDARD, 1 LENGTH OF BRANCH VARIES MIN (270') 2' TO 10' (2 7 CU, FT. 180-22" ALVE BOX #68 STONE I 420MIN ; e" GATE • r,.I VALVE M .•I' . M I' TEEX 6" 2500 P.S.I. CONCRETE BASE AND THRUST .. • P•�' _�'�:} '. BLOCK AGAINST + :."'�r a.•:.� `I� UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED O>� WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAW TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRACE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX, 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 3000 PSI CONC. BASE BENCH SLOPED TO FLOW o CHANNEL 1/4" 1' MIN BRANCH 12" �- 2„ FLEXIBLE CONNECTION J NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL � BE CORED AND A FLEXIBLE CONNECTION "BOOT " o INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-I-B TD-27 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 6ga^ IN B, INITIAL BACKFILLU8.241MIN. BEDDING 8 STONE ' STABLE SOIL ROCK • SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTABLE B" a I INITIAL BACKFILL 4 I A. 9" 8» SOIL\ MI i MIN. MIN MEN #68 STONE • •4,;, RANULAR FILL AS - " � /�"I'`"r• �'+ APPROVED BY ACSA `ST CI(' STABLE SOIL OR ROC\ NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT 1N ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 PLACE 5' GALVANIZED "WITNESS "POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS 'b AS DIRECTED. MARKER LOCATION MAY BE SUBJECT ;r TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE o I ADJUSTABLE TRAFFIC RATED II VALVE BOX W! LI➢ II z u z N a M.J. GATE VALVE WATER LINE 2500 P.S.I. - CONCRETE '•)F d 2'x 2' BEARING AREA. THRUST BLOCK Q • •4 'a. NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (8) INCHES ABOVE GRADE, TYPICAL GATE VALVE NTS FIG. W-5 TO-9 \ 3. NO...- - e P.W. CONCRETE LX PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL. 0T-M MR SIZE, DEAD ENDS AND AT VALVES. L USE . SIZE OF FEE W.W. CU.W. BEND L H T L H T 90 290 250 3.01 0.24 a" & 61 as zoo 22s 2eo o.1s zoo 2.2s zso o.1s 221/2 1.50 200 292 0.10 111/4 1.50 200 250 0.10 90 ISO 3.18 3.21 0.48 49 268 288 277 0.28 B" 221/2 L88 218 289 0.13 3.16 291 2.68 0.32 111/4 1.88 218 287 0.13 90 4.83 3.83 3.42 O.BS 10" &12" 45 3.39 3.58 298 0.43 3.83 4.00 2.83 FRAME &COVER (SEE FIG. S-I-D,E) \\ SLOPED AREA STREET SURFACE OR NON -PAVED AREA 1'-0" MAX 11 RUBBER COATED STEEL IN 3'-0 MIN STEPS CAST IN PLACE PRECAST REINFORCED � I CONCRETE SECTIONS 12 MIN "0" RING SEALS ° 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4-0 FROM INLET TO OUTLET • SHALL BE 0.20 FEET. } VARIES DEPTH OF FLOW CONCRETE FILLETS •+ CHANNEL TO BE 3/4 DIAMETER OFT I CONTRIBUTING -- �='-- SEWER.TED `. '°• •�': 12„ INVERT OR A SM00 •'a TRANSITION OF FLOW BETWEEN INLET k OUTLET PIPE SHALL HE PROVIDED. MIN. 6" BEDDING NOTE : W/ N0. 88 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED &GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S-I-A TD-25 v a �E nE o E W �� w� •„��� w I�� Ny Nu Nu �nl� N Q TYPICAL MANHOLE FRAME &COVER N.T.S FIG S-I-D TD-31 v LL SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS . INDICATED ,THE TOP (CROWN) ELEVATION OF '1}IE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION S HALL BE 2% Q (1/4" PER FOOT) 4, ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". S. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER i PLUG END OF - MAIN LINE I SECTION SERVICE LATERAL IN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 Top View 6" MINIMUM d 4' d =1 Iry . � I 4" MINIMUM NOTE: RESTRAINED JOINT FITTINGS. - - - - - Side View Minimum � .,a Cer116catIMxl NL 957E I 'I k ' campentkn requ4ad d, - Galvanized Steel Beam, W12 x 14 (min. size) •--� d • 3' min. penetration into undleturbed soil or as approved by the ACSA. TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-3B TD-5 VARIES VALVE BOX 4" DIAMETER BRANCH AND VALVE PLUG VARIES WATER MAINS �--RESTRAINED JOINT FITTINGS ON-LINE (TYPE "B") vARItS THREADED COUPLING PVC SLEEVE BRASS NIPPLE AND PVC o CAP j LUBRICATE ALL THREADS THRUST BLOCK � METER BOX (SEE FIG. W-7) VALVE NO, 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS VARIES •: � VARIES 2" BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 TD-18 EMBEDMENT ..MIN SPRING LINE O OF PIPE NO. 88 STONE - REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -lNT1AL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENiiRELY WITH N0. 21A STONE, 2, FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF N0. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 8" BEDDING OF N0. 68 STONE ' X TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-34 ,TH OF t� OoSCOTT R. COLLINS O Lic. No. 035791 � 4' 11/17/24 �SSIONALDO g H E DO W Z U) � d U z Z Z w � � g , O z ** N O � Ln g � Lf) Z_ Z W K tL w � ti w Q w W a a a a W N N N � rn ti ti0 IIMMMMMI M LLL9 ul F- Lu . FW III _ M z zN Q d" W I 1-1 W O _-__ StruClUre Cw / MATCHLINE-SEET ASEIff Area t� 104 1 - \ - \ 1 - - DRIVE ---- HOLLYMEAD ]� / r° ¢ROUTE 1520 .._ \ 5 -- r - U811C ROW) 1 i �- 1 i fir► / - - J I 4 000 090 50 -a o-rHaseu 6 0.26 0.88 5.0 8 0.31 0.78 5.0 8B 0.00 0.90 5.0 9 1 ,\\` ` 17 0.00 0.90 5.0 -- � yk0 C \ \ ? ' , I 14 0.23 0.89 5.0 16 025 00.65 50 l 1 15.0 � f _ '`,. ♦ - - 118E 0.06 0.74 5.0 ♦ �♦ i3 \ 20 0.21 0.80 5.0 1 � 1 I � � .y-, a,e/ ,, ti tl � � � �i �� �� !:� � ? . ♦ 22 0.00 0.90 5.0 a ,��7� � 26 0.25 0.81 5.0 YD"Y-� - ���a<,� ���% 1 4 I�� ♦ _ ♦ <>,� 26B 0.15 0.77 5.0 1 �� ' t- mYt i 1 ♦ 1 i 28 0.23 0.66 5.0 ; ,�� G \ \��,/ `,' ii 41' 30 0.29 0.81 5.0 `\ 4 1 < < �# C� �� �D 92 1 8 \ \ 32 0.24 0.78 5.0 11 \ \ 1 , ® \ \ � K a5 FUTURE �-y ',' 32B 0 16 0 64 5 0 I 1 1 4 - j 42 i \ ; \ \ i _ j ♦ i 32D 0.16 0.56 5.0 I �V ♦ �Mv46-log �Vter HASE 11 -,-�b� 34 0.05 0.72 5.0 \ Y�i$fi� i 6 i y �Q, 36 0.50 0.74 5.0 1 1 _-_ �, ��• \ ♦ �� \ \ ,, I 38 1.06 0.44 12.9 STRUCTURE izoD AND izoB _ ♦ _ \ \ q 38B 0.09 0.73 5.0 \ CONNECT ROUTE zgCULVERTS - � YD Bu4s�oaE#' �40 0.32 0.83 5.0 � �� ^ � ` � �i � `ems .� v /r TO DRAINAGE SYSTEM AND STR 120 TMa 42 1.15 0.58 10.0 1 OTHESTREAM �� �� v CO NVEYT t � , OVERLAND � _ I �'f5 ® � i � �...�� \ t �� ~�� ; 44 0.39 0.79 5.0 1 FLOW ® 0P 46 0.39 0.79 5.0 4 a - v ��'� � � 48 0.17 0.62 5.0 1 1 50 0.59 0.45 17.0 1 1 P °�eu<.•� 52 0.16 0.74 5.0 YD >g" I _ 120D % 54 0.44 0.77 5.0 f 1 �.. 38 1 38P �1 % _ 56 0.18 0.78 5.0 58 0.52 0.68 5.0 eli wo ��120B 124 2.88 0.81 5.0 c y 1 war � ♦ a z N � J ® ♦ � r_ 1 �" ' \ � �O � 124B 0.00 0.90 5.0 124D 0.66 0.83 5.0 �® ��I I � � 126 1.41 0.76 5.0 o f r4 r 128 0.26 0.76 5.0 1 � � � � � � Iy BUILDIN y e > � , r t 1z0 ORl i _--- ' M , --J L - 130 0.22 0.75 5.0 CULVERT STIR77 36" RCP PROVIDES ® Eu lT j 1 p _ , ' OVERFLOW BYPASS UNDER STR 11 132 0.92 0.78 5.0 - ARCHER AVENUE FOR ROUTE zg ® 1 ® Y a = _ i _ 52B 0.29 0.51 5.0 TOS• AM &ARCHERAVECULVERT PIPED w1 _� - n Sf } - /i(a DRAINAGE AND CONVEYS 46B 0.13 0.90 5.0 ♦ / I 11 t ] I ® R 3 �� BASIN 1 0.00 0.90 0.5 O� �. ,, 60 1.51 0.61 20.0 62 0.19 0.87 5.0 64 0.08 0.61 5.0 66 0.02 0.75 5.0 68 0.22 0.67 5.0 70 0.49 0.72 5.0 72 0.40 0.59 5.0 74 0.36 0.66 5.0 76 0.21 0.77 5.0 78 0.13 0.77 5.0 80 0.20 0.68 5.0 84 0.00 0.90 5.0 86 0.00 0.90 5.0 88 0.00 0.90 5.0 90 0.00 0.90 5.0 UGD 2 0.00 0.90 1 5.0 92B 0.83 0.90 7.0 94 0.00 0.90 5.0 96 0.26 0.90 5.0 98 0.04 0.90 5.0 98B 0.02 0.90 5.0 100 0.08 0.90 5.0 102 0.26 0.90 5.0 103B 0.00 0.90 5.0 104 0.00 0.90 5.0 106 0.00 0.90 5.0 108 0.00 0.90 5.0 110 0.24 0.90 5.0 112 0.00 0.90 5.0 114 0.01 0.90 5.0 134 0.28 0.90 5.0 136 0.64 0.90 5.0 138 0.09 0.90 5.0 140 0.08 0.90 5.0 180 0.00 0.90 5.0 182 0.00 0.90 5.0 186 0.19 0.90 5.0 UGD 3 0.00 0.90 5.0 115A 0.00 0.90 5.0 116 0.00 0.90 5.0 118 0.60 0.48 5.0 120 0.70 0.28 14.0 120B 14.87 0.29 22.7 120D 5.14 0.75 14.0 176 0.00 0.90 5.0 BYPASSIN 20.71 0.35 1 22.7 8STR 0.11 0.89 5.0 OF QLTH f� 8P 0.20 0.71 5.0�' Gi 14STR 0.03 0.83 5.0 O 14P 0.20 0.90 5.0 Z 16STR 0.63 0.69 5.0 O SCOTT R. COLLINS - 16P 0.11 0.90 5.0 U Lic. No. 035791 20STR 0.09 0.77 5.0 �p 11/17/24 cy� ��SSIONAL 20P 0.13 0.82 5.0 ���ti� 26STR 0.16 0.75 5.0 26P 0.09 0.90 5.0 26BSTR 0.10 0.71 5.0 26BP 0.04 0.90 5.0 30STR 0.10 0.65 5.0 30P 0.18 0.90 5.0 32STR 0.14 0.70 5.0 32P 0.10 0.90 5.0 36STR 0.27 0.59 5.0 / 36P 0.23 0.74 5.0 38STR 0.20 0.73 5.0 38P 0.85 0.37 12.9 -1 a 40STR 0.15 0.75 5.0 40P 0.17 0.90 5.0 m m 42STR 0.49 0.67 10.0 zo L a Ln 42P 0.66 0.51 5.0 a L z 46STR 0.01 0.90 5.0 z 46P 0.39 0.79 5.0 Z Lnz w g 54STR 0.28 0.78 5.0 O 0 g 54P 0.16 0.74 5.0 L Lu L 58STR 0.28 0.64 5.0 (n u a o a 58P 0.24 0.73 5.0 m w K z w 0 z li 132STR 0.14 0.78 5.0 > w Lu a .. w 132P 0.88 0.77 5.0 W 60STR 0.54 0.89 5.0 60P 0.97 0.47 20.0 70STR 0.22 0.51 5.0 70P 0.27 0.90 5.0 92BSTR 0.83 0.90 5.0 92BP 0.00 0.30 5.0 102STR 0.18 0.84 5.0 102P 0.08 0.85 5.0 1IOSTR 0.18 0.82 5.0 IIOP 0.06 0.90 5.0 134STR 0.06 0.77 5.0 134P 0.21 0.51 5.0Lu N N N 136STR 0.25 0.82 5.0 Q �+ 136P 0.38 0.65 5.0 0 o 0 o 186STR 0.05 0.62 5.0 186P 0.14 0.54 5.0 128 ® I L9 1 32D _ - - -- � - _ J ' \ 32 - - - _ o 1 r 1 , ' Alo (PUBLIC 5TREETI 326goo - /// �'461 �� y / FUTURE����, 1 - - --- -- s � , 28 P H ASS E III = , I it 1 y 16 It B •• Qsf R - ��_ _ rn �� ���� Rm Mq Y��r / [- l T N k i 14 tI,�I ��� �� �arFFYC �� l v j � �- °a4cs�&�NRT ��' � N e l\ l q ICI � - I � 1 � ®® 26B ♦ 1'�, , " ' I---1 r 1z4 - / �� // C� - ® �a LLI AI \ J 1 1z3D Iro �ND- jI �PROPdSED� ♦ ®® ♦ - �, >uj Q Q IES 1 \ PHASE I/`� ` i ,e,� LLl 1 �< o I , ' a it D 4 2q 26 A r �4.4 L ��� ss 6oP ♦ `./ W 1 Tii% ROSEMARY DRIVE / � �� Q 1 Ij,I A� 22 z' J� ¢ ♦ .. Z 1 1 1 0 �° �� + 0 66" RCP CULVERT P� ° ., I o- I LU "I wM 8 46 46BV' L 1 �♦�� ���� INI ♦ I ) )�) v J 124B \�� ����� \ �� 10 �� 12 - �` ® ,�� '' \�%♦ �`�� ul Lu C) C) i , � > o / J y JERSEY CI � I ,� �,f ®O® A �� !`%, � � 1" � � �� b I I� 6. _ A re rRnvE,.waYj +00 �`` ®� 6j� R G6 o r - I e ♦ r v� .�ti, fPRlvc � 1 -- I - 1 I �`,, ,r.. A. �1A i� �..� �\ �! I s � s ! ♦ U) Lu Lu 14-- � 6o s �• T w P s"w �o 1 \ go 64� ? A 88 /� \ - ®D o sP K \ ARCHER AVENUE LI Y �/ ! / � / / A\ \ / •i 66 RCP CULVERT 1 � � O qR LL o F- ..� _ -�.� �,; --_ 2 l- W vv _ � JOB N0. 232220 1 � GRAPHIC SC LE 103B 440 _/ _ - _ - V i I ��" �_ ' �O O 30 O 80 SCAL E 1 -�� ! SHEET NO. --���- \ 104 _ --� 1 =40 MATCHLINE - SEE THIS SHEET 1NI k - .a �- - _ _ EXISTING STREAM ( IN FEET) / - 3 % �2 Archer Avenue 66-in. Culvert Analysis Area (ac.) Ow Tc(min.) DA1AMB 2071 0.35 22.7 DA1 D& 1 E 114.56 0.27 42.5 DA 1 A 1 B, 1 D, 1 E 135.27 0.29 42.5 I Values (42.5 min) 110 125 1100 2.7 3.1 3.8 Outflows Q10 (cfs) Q25 (cfs) Q100 (cfs) DA 1 C (Fmuted) 34.21 71.35 113.73 DA1F(Fbuted)* 2.95 14.585 21.901 D Al 1 B, 1 D, 1 E 105.92 121.61 149.07 Total Outflows Q10 (cfs) Q25 (cfs) Q100 (cfs) 143.08 207.646 284.70 Rosemary Drive 66-in. Culvert Analysis SiR177Overflow 36-iIn. CulvertAnalysis //��-' �� L \��\\ / -4 / ���� //w�� ✓ -j �� \ �� - - % // j i Area (ac.) Ow Tc(min.) Area (ac.) Cw Tc(min.) _� /�� / -� A \ I / DA2A 65.35 0.45 20 DA,1AMB 20.71 0.35 22.7 -\\ �f/\/ \ I \ / / / - / O O S�COTT R. COLLINS c. o.LIValues 110 125 1100 I Values (22.7 min) 110 125 1100 035791 3.8 4.3 11/17/244.0 4.5 5.3 5.1 Outflows Q10 (cfs) Q25 (cfs) Q100 (cfs) Total Outflows Q10 (cfs) Q25 (cfs) Q100 (cfs) / / i - I I / ✓ /� l �� / \\ / - &' DA2B(Pouted)* 5.13 20.32 28.88 DAMMB 27.54 31.17 36.97 ✓ \ \ - \ 1 I II / / ♦ / / - = \ \\ / ONAL DA2A 117.63 132.33 155.86 Total Outflows Q10 (cfs) Q25 (cfs) Q100 (cfs) / / ♦ ✓ ❑ \ V A 122.76 152.65 184.74 / ��� / / /i A / \ \ V a S� / ❑ *DA2Bu sunrout�flo flows r25and 100yr. storm zz �A �� ✓ j / \ \\�,� / / � / / / / / / � I I \ \ \ IIII `� � �� ` +, DA1 F uses unrouted flows for 25 and 10Oyr. storm // ����� / / / \ v �� _ / Z �� \VA� / a �f' xx in - - > / / / / / / / j� ///� / /� / / \ / V A I \ J / ♦ - - V) U z /-�VA\i j z / �✓ / i� / // �/ / / / �♦ ♦�I V v v - �� - - ♦ Z M z / \ \ v\ v ,� Vv� g / / / / / ♦ l --� \ Z H �rl� =�z / // // v ) ♦ \(- . r airLU o to 10 1 \ / � � �/ / / - -� v� �♦ DA 1A=14.87 ac � V� i � � ♦ I � \ / / / - / / Ij / I DRAINS TO STR 120B, �� \ / _ /�/ I I • I STREAM, & ARCHER I / / DA 2A=65.3 c \ \ - �,� t i // // • I I I DA1B=5.84ac / \/ /-V✓ /��� �/ /- � AVE CULVERT T �/ /DRA�INS TO STREAM& � �LEYDEN DRIVE CULVERTSTREAM, &ARCER L,// � AVE CULVERT j 40, \ \ N N N LU Vp o v - �� W / / / / ��- I I I I II /�l _ 1/off I CY) R � �r �,---�� � ✓ a / -- � coL9 z STRUCTURE izoDAND i �y 1 l / I f i ✓ / O ;, 00 L� z Co < �♦ f CONNECT ROUTE z CULVERTB �� _ s` L=�� _ (�A \ �� / IN CONNECT ♦ 9 Q \ / I I ♦ TO DRAINAGE SYSTEM AND _ • \ / / �A \ \\ \ A A \ \ V� A \ �� CONVEY TO �THE �STREAM -�� �LU / ♦ l� \ / I \ \ \ \ \ \ \ \ \ \ / CULVERT STIR i 6 RCP PROVIDES ; - '� \ ♦ I n 3 5 / - A �\ \ V A \ V - / ♦� .M / \ \ \ VV A \ \ V� ♦ OVERFLOW BYPASS UNDER �� x �� \ I V A \ V ARCHER AVENUE FOR ROUTE 29 �i DRAINAGE AND CONVEYS a i� � / Z i 1 / AVE CULVERT o l \ \ TO STREAM ,& �R �,J.-- - - u ARCHER DA 1D=100.04 ac ��� v ��I �� � � _� „�� > Q DRAINS TO STREAM & \\ \ \ \ \ I LLJ \ \ Z _ ARCHER AVE CULVERT `\ \VA \ \ 1� -- _= �� a��, LU LJJ \ \ ROUTED FLOW ac`FROM UGD #4, TO'!/ \ - > FROM ROSEMARY DRIVE W o �i z Q \ \ \ \ ,CULVERT Z VVE � � i -i WET POND #1, TO ,� �. +� � � ; „H POND 7 F--i STREAM &ARCHER ♦ ���_ r 1 ice/ \� #� AVE CULVERT \ ROSEMARY l '/i r \ \ ✓ \ i1 - \ ? \ i 66" RCP CULVERT. // / GD#2LU ♦� v�� )1J� �Fv ;,r/ I � �«i�� �� eBYPASS TO U o, w- � t 1--ARCHERAVENUE �� _ i /, " Uj 66'RCPCULVERT �ZD V' ,�, - _- ( \ �. W U -� "� � vll/�/ T EXISTING STREAM \ w v, EXISTING STREAM DA 1E=14.52 ac i' A 1F= .96 ac �� , 41 Z DRAINS TO STREAM & UGD #3 ROUTEDLU rf ARCHER AVE CULVERT _ FLOW TO STREAM & J 4.�„ ;� A� ��� 1 \ 1�" ��J / ♦ \ \ I ✓�� �� ARCHER AVE C LVERT \� I� ����LL-y,n` I111� 1� Q O U' v/�,��� o F- LU / V �/�� / I \I \ \ v - �// ��II�I� I I�y � I�(/���� �i � jfI ��/f��.IN �Ai I ��-��/i/�/ j v✓�� , Lu � �I`����� 6� 0 LU ,sj� r1I All- JOB NO. SA zszzzoI SCALE �*AVOW � - \ 1 - 150 J j , SHEET NO. �\� \. a // A `..A��, �j{ N FEE T� 1.3 / // \ i��I - 40 STR:4, VDOT STD. MH-i TP=47o.99 STR:8, VDOT DI-zC, L=6' TP=461.16 STR:io, VDOT STD. MH-i INV IN: 450.31 TO 8B INV OUT: 450.21TO z STR:8B, VDOT STD. MH-i TP=464.00 m y 'rv: INV OUT: 451.8o 45i.yu i v w TO 86 i r=40a.o/ INV IN: 45z37 I N V O UT: TO 1z 45z. z7 TO 8 470 INV IN: 457.00 TO 6 STR:1z,VDOT STD. MH-1 STR:166, VDOT DI-36, L=8' DI-45860 470 INV IN: 453.31TO8 48 INV OUT: l.zlTO 45 4 INV IN: INV IN: 45z�73 T014 INV OUT: 454.91T016 INV IN: 456.6o TO 46 STR:14, VDOT DI-3B, L=6' I STR:16, VDOT DI-3B, L=io' 45 3 io INV OUT: z.6 TO TP=462.05 63 STR:z, VDOT STD. MH-1 INV IN: 4533z TO 16 INV IN: 4-42 T 465 TP= 6 .'1 INV IN: 449.90 TO 4 \ INV OUT: 453.zzTO1z VIN:45 -42T 16B /i 4 INV OUT: 4532 TO 144 465 INV IN: 461.00TO 28 INV OUT: 449.8oTO / \ i 460 _ // // 460 -- 455 _ _P 455 VDOTSTD. EW-1 115 \\ " \ / HDPE 1,7' \ BA „ z4" HDPE \ i/ 1S" 76.10 LF Qa o.64% Ho O \ 24" HDPE �99.63 LF dal 0.50% 24" HDPE 24" HDPE 97.36 LF Qa o.50% 450 1 z4' HDPE z4" 78.3o HDPE o LF �a o.63/0\ 6z•49 LF C� 0.59°� 450 1. OUT. 448.00 3o" HDPE o 160.85 LF Qa o.56% // 24" HDPE 30, HDPE o� 48.11 LF Lal 0.64/o S1.63 LF Qa o.5o% LF C 1.79 10o'3 z PIPES 1, 3, 5, 8A, AND 9 SHALL PROVIDE 445 WATERTIGHT CONNECTIONS BELOW 445 MWSE 452.00 PROPOSED FLAT VDOT CL IRI PRAP LI NEDO TLET PROTE TION (TOP ELEV.= 48.00') WITH FI LT R FABRIC UNDER AYMENT. MINIMUM STONE DIMENSI DNS SHALL BE L=iU, ,=7.5', %=i8.5' & d o=6". FILTER FABIR IC TO OVERLAP A MIN. OF9"AT THE EN DS&ALONG THE PER (METER. 440 1 1 440 .t lD N M 01 N O In n �} m 01 1� S M 00 yl H H � L!1 H ^ .t lD O M H m .t H �. O W I M O .t 00 In Ln O m Ln N O 01 01 ul O 01 cn V1 �o t(1 6 -t Ln 00 u> 6 01 In 06 n Ln 6 k V7 N Ln ri 00 It Ol � V1 ry M to ,n to lD ,sy 't lD ry H lD O r\ LI1 N tl1 I� to Ol S 1p 01 .t d In It d � �i' ^ d Ao S � d � � S 'D .t In 4 't 'D 3. .t 'D �. d d Ao �t � It d tD I S S In I 3 It z, VD( INV IN INV IN: INV OL 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 STR 16B - WET POND #1 16+00 16+50 17+00 17+50 18+00 18+50 19+00 STR:38B, VDOT DI-zB, L=8' 500 TP=478' z8 5 0 0 INV IN: 470.14 TO 38 INV OUT: 470.04 TO 36 STR:36, VDOT DI-76, L=8' STR:42, VDOT DI-3B, L=14' TP=476.So TP=488.00 INVIN:468.71T038B STR:38, VDOT DI-3B, L=8' INV IN: 8 oo TO 4 3� 44 495 INV OUT: 468.61 TO 34 TP=480.oi INV OUT: 48z.9oTO40 4q5 INV IN: 472.39 TO 40 STR:44, VDOT DI-: INV OUT: 472.29 TO 38B TP=489.24 STR:34, VDOT DI-zB, L=4' INV OUT: 48435 T TP=475.z5 STR:4o, VDOT DI-3B, L=8' INV IN: 467.5o TO 36 TP=483-50 / 490 INV OUT: 467.4oTO3z INV IN: 478.00TO4z / 490 INV OUT: 477.90 TO 38 / STR:32, VDOT DI-3B, L=8' / TP=473.85 i I N V I N: 466.5o TO 34 I N V I N: 466.5o TO 3zB 485 INV OUT: 466.4o TO 30 485 STR:30, VDOT DI-3B, L=6' al TP=472.8o INV IN: 465.00 TO 32 INV OUT: 464.90 TO 28 „ on 4'STR:z8, � � 480 VDOT DI-36, L=8' •g5 INV IN: 463. oTO30 15� INV OUT: 462.90 TO z 03 99. )TSTD. MH-i MI 6"FIRE LINE 1s i5"HDPE 475 TP=469.14 4" WATER LAT. CROSSING 15" HDPE 69 z3 LF 1. 9 6% : 449.90 TO 4 CROSSING 64.12 LF Qa 8.59% 461.00 TO 28 i" COPPER WATER IT: 8o TO8" 449 D.I. W/L 2.9 2'8 LATERAL (TRASH) rM3'N CROSSING eA / 1" COPPER WATER 470 3.5 / LATERAL (TRASH) 470 MTN.1 / 12" D.I. W/L // 1,5' 31 15 H Z_1o% / 15" HDPE 48.91 LF @4.40% CROSSING \ 63-33L-F 6,3' / 3 465 HDPE 8°ro 15"HDPE / 46.oiLFQa z.41% 465 / 29 n 61\'F@3z 47- �5"HDPE / 40.96 LF Qa 2.20% N i 460 16VeC�31 501 �` \ 18"HDPE \� 59.62 LF Qa 3.19% ti // 6"SDR26PVCSAN. ATERAL BLDG. 460 i ELEV. 463.71 / 455 455 / 450 450 445 445 442 442 tD a N M rn ul o O O n t0 M n a1 ^ H o O n ID 01 M ^ M u ^ 01 �o T H u O M V1 O w t0 6 ^ 1p 'D M n LD Ol n V1 ^ 'D H n 01 n ry rl W N f W 00 00 ^ M 00 01 c6 W d �t S I It d S I S It .t S It C, L=io' ) 42 STR:3z, VD( INV IN: INV IN: 4 INV OUT: NOTES: 1. CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE ziA OR ziB, FLOWABLE FILL, CONFORMING TO SECTIONS 205, zo8 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G "BACKFILLING". z. ALL FILL TO BE PLACED AT 95% COMPACTION. 3. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 4. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 5. ALL DRAINAGE STRUCTURES SHALL BE PROVIDED INLET SHAPING IN ACCORDANCE WITH VDOT STANDARD IS-i. 6. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. 7. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-i AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. 8. ALL STEP DOWN DRAINAGE STRUCTURES WITH VERTICAL DIFFERENCE BETWEEN THE INVERTS OF THE INLET PIPE AND THE OUTLET PIPE IN EXCESS OF 4' MAY BE PROVIDED Ai" STEEL PLATE IN THE BOTTOM OF THE MANHOLE, OR AN ADDITIONAL 6" OF CONCRETE AT THE BOTTOM OF THE STRUCTURE TO PROTECTTHE MANHOLE, ESPECIALLY WHERE FLOW IS EXPECTED TO CARRY ANY ABRASIVE MATERIAL, CONTINUOUS LIVE FLOW OR LIVE FLOW LASTING SEVERAL DAYS IS EXPECTED, OR THE SIZE OF PIPES IS 48" OR GREATER. 9. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 18INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT zozo ROAD AND BRIDGE SPECIFICATION 303.04(h) 3 STR:lz, VD( INV IN INV IN: INV OUT 490 STR:126, VDOT STD. MH-i TP=478.28 490 STR:128, DI-3 EX INV IN: 473.51(15" RCP) TP=478-44 INV IN: 470.7oTO 128 INV OUT:471 INV OUT: 470.6o TO 32D 485 / 485 STR:321D, VDOT DI-zB, L=12' / TP=47435 INV IN: 469.1oTO1z6 / INV OUT: 46g.00T03z6 / 1 480 / EX. UGT CROSSING I 480 STR:32B, VDOT DI-zB, L=8 )T DI-36, L=8' TP=472.66 \ EXISTING 24" 84 T5o INV IN: 467.1oTO32D 35' CONTRACTC DEPTH, 466. o TO TO INV OUT: 467.00 TO 32 PROb 66.5o TO 32B CLEARANCE 466.4o TO 30 CONTRALTO 4. ' 2 00' 470 i 125 470 Nov 3D 15 HDPE o C 198/0 �D 3E 75.79LF 18" HDPE 0' 465 18" HDPE 176.45 LF @ 1.08% / / 465 •$z LF @ 1.3z% 37 460 \\ i 460 \ 455 450 450 448 448 Vl 00 '-I n ^ .t 0 H O N a .t a M a ,sy to a 1 Ol lD a a ^ s 10+00 10+50 11+00 11+50 12+00 12+50 13+00 STR 128 - STR 32 490 490 i 485 485 i i i i 480 480 STR:5o, VDOT DI-3B, L=12' STR:Sz, VDOT DI-3B, L=8' TP=469.04 TP=469.65 STR:54, VDOT DI-3B, L=12 INV IN: 461.52TO5z IN: 461.84 TO 54 TP=472.10 / INV OUT: 461.42 TO 48 INV IN: 461.84 TO 52B INV OUT: 465.5o TO 52 'R:46, VDOT DI-zB, L=4' TP=465.10 [INV INV OUT: 461.74 TO 5o 475 INV IN: 46o.14 TO 48 INV IN: 45737 TO 466 INV OUT: 457.z7 TO 1z STR:48, VDOT DI-3B, L=8' / TP=467-94 INV IN: 461.15TO50 )T STD. MH-1 / INV OUT: 461.o5 TO 46 470 / TP=464.48 M N 6" D.I. W/L 452-73 TO 14 CROSSING 456.6o TO 46 452.63 TO io 3, ' // MIN. 1, 465 // 465 12" D.I. W/L 1 53 CROSSING NpPE M° 49 15"LF 319 6 a 9g6 460 15"HDPE 460 15" HDPE �'1' 2 5' 42.81 LF Qa 0.51% 18z.6z LF Qa 0.501% 15" HDPE as 54.31 LF @a o.5o% 455 23-22 6' SDR 26 PVC SAN. 455 15" HDPE LATERAL BLDG. 3 32.87 LF @a 2.04% ELEV. 459-10 450 450 448 448 OJ S '{ L IN 00 .i lD O 111 N CO ID N i0 tD ^ S W ^ r, CO tD 00 ko 00 ^ 00 ^ 00 n d t d It .t S It 5 50 VERTICAL GRAPHIC SCALE 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. 3, L=io' 95 TO 126 RWSA WATERLINE �R SHALL CONFIRM IDE 18" VERTICAL 1T CROSSING) R TO LOCATE EX. UGT HORIZONTAL GRAPHIC SCALE 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 475 STR:46, VDOT DI-zB, L=4' 475 TP=465.io INV IN: 46o.14 TO 48 INV IN: 45737TO 46B INV OUT: 457.27 TO 12 470 470 STR:46B, DI-3B, L=8' TP=464.z5 INV OUT: 457.69 TO 46 465 465 3 5' M N, 6" D.I. W/L CROSSING 460 460 1 06F 455 31' 15" HDPE 63.79 LF Qa o.5o% 455 22-21 450 450 448 448 m N n p 20 200 H OF f O SCOTT R. COLLINS - U Lic. No. 035791 4' 11/17/24 �sSIONAL k � � Z Z)InCO U) Z c~i� "y J N V/ � z Z Z W g 5 o O O �7) in ulU) J M _1w z w z w ¢ w Lu a a a a LID C'7 ZM (3; Cr) WN N W > Z_w J w 9 z� W� ) U ww co zco e w w w OQ elf u0 C) N t5 w O d JOB NO. 232220 SCALE V:1"=5' H: 1" = 50' SHEET NO. 14 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 STR 44 - STR 2 14+50 15+00 15+50 16+00 10+00 10+50 11+00 11+50 12+00 12+50 13+00 STR 54 - STR z2 13+50 14+00 14+50 10+00 10+50 11+00 STR 46B - STR 46 485 STR:26, VDOT DI-3B, L=8' TP=47o.05 INV IN: 465.00 TO 26B INV OUT: 459. So TO 24 STR:24, VDOT STD. MH-1 TP=46o.25 - - - - - INV IN: 457.6o TO 26 INV OUT: 457-5o TO zz ' STR:z a, VDOT STD. MH-i TP=459.85 1 INV IN: 455-58 TO 24 INV OUT: 455-48 TO 20- / i i i STR:20, VDOT DI-313, L=8' u i U TP=45950 INV IN: 45535 TO zz INV OUT: 455.25 TO 18 STR:18, VDOT DI-zB, L=6' TP=461.49 HOPE 55% $TR:16, VDOT DI-313, L=io' INV IN: 454-98 TO zo S LF @3 TP=459.63 INV IN: 454.98 TO 56 119 INV IN: 454.42 TO 18 INV OUT: 454.88 TO 16 INV IN: 454 42 T016B / INV OUT: 45432 T014 ' 1460 ' rlHDPE �i5" HDPE 455 9 81% 19.89 LF @ 9-55% 1.2'3 4' 1z" D.I. W/L CROSSING 18" HDPE 2S.59 LF @a 0.50% `91.89 LF Qa o.5o% 21-20 15" HDPE 448 53.00 LF @a o.5o% 485 STR:26B, VDOT DI-3B, L=8' TP=474-7z INV OUT: 469.25 TO 26 47 M STR:i8, VD( INV IN: INV IN: INV OUT, 460I 45 450 448 a m Ln i. a)O1 O n H ^ Ol �' O 'i N O M 3 3 3 d 1 d 1 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 STR z6B - STR 16 445 445 r��3758"D.I.W/L 440 MCROSSING 440 435 435 430 430 2 1' 32-15 425 425 420 420 VDOT STD. EW-2 PROPOS415 CL. RIPRAP LINED OUTLET PROTECTION (TOP ELEV.=420.20') WITH FILTER FABRIC UNDERLAYMENT. MINIMUMSTONE VDOT STD. EW-2 _ ^� / - DIMENSIONS SHALL BE L=z2 ~( W,=9', W,=23' & d5o=6". FILTER FABRIC TO OVERLAP AMI N. OF 9"AT THE ENDS& ALONG Tj E PERIMETER. INV. IN.410.10 INV. OUT.404.0 " (6" COUNTERSUNK) I CP PIPE 405 3. E6F�y2.9°°7o z1o.3 CULVERT COVER EXCEEDS 30', DES SHALL BE CERTIFIED IN ACCORDANCE N SECTION 105 OF THE VDOT ROAD AND SPECIFICATIONS. CULVERT SHALL BE PF METHOD A BEDDING IN ACCORDANCE) PROPOSED FLAT VD TCL.IRIPRAPLINED OUTLET STANDARD PB-1, VDOT DRAINAGE MAIN 400 PROTECTION (TOP E EV.=404.00') WITH FILTER FABRIC CHAPTER 8.3.6.6 PIPE IN HIGH FILLS UNDERLAYMENT. L z4', W,=16.5', W,=i .i' & d5o=6". FILTER FABRIC TO 398 OVERLAP A MIN. OF "ATTHE ENDS & LONG THE 398 PERIMETER. O M ,y ^ N N W m In O 1 O N S rNi 3 S N r~i 1 Obi m 10+00 10+50 11+00 11+50 12+00 12+50 ROSEMARY DRIVE CULVERT 13+00 475 475 STR:56, VDOT DI-zB, L=8' TP=463.96 470 STR:58, VDOT DI-zB, L=1o' 0 INV IN: 456.8o TO 58 TP=463 99 INV OUT: 456.7o T018 INV OUT: 4573o TO 56 >T DI-zB, L=6' TP=461.49 465 454.98 TO zo 454.98 TO 56 454.88 TO 16 3,5' 12" D.I. W/L CROSSING M N IF460 460 1. 57 455 HOPE 12 LF C 5 2.51" 455 68 15" HDPE 31.92 LF @a 1.57% 450 450 448 1 1 1 448 �o m N m t 10+00 10+50 11+00 11+50 STR 58 - STR 18 STR:Sz, VDC INV IN: INV IN: 4 INV OUT: 490 490 485 --_ 485 480 480 475 475 IT DI-3B, L=8' TP=469.65 461.84 TO 54 STR:52B, DI-36, L=8' 61.84 TO 52B 461.74 TO 5o INV OUT: 46z.43 TO 5z INV OUT: 470 3.5' MI N, 6" D.I. W/L CROSSING 465 465 L 1' 5za 15" HDPE 460 o 6413 LF @ 0.93A 460 458 458 In 0 `^ m a a a STR:130, VDOT DI-zC, L=1o' STR:124D, DI-zB, L=14' TP=469.24 TP=469.25 INV IN: 462.35 TO 132 475 INV IN: 46o.io TO 130 INV OUT: 46o.00 TO 124B INV OUT: 46z.25TO124D 475 STR:124, VDOT STD. MH-i STR:1z4B, VDOT STD. MH-1 STR:132, VDOT DI-zB, L=6' TP=470.00 TP=467-74 TP=469'go INV IN: 458-75TO 1z46 INV IN: 459.6oTO 124D EX. INV IN: 465.46 (15" RCP) EX. INV IN: 46o.33 (3o" RCP) I INV OUT: 459-5o T( 1z4 INV OUT: 465.36 TO 130 INV OUT: 458.65TO `- 470 ` EX. UGT- � CROSSING -' 3 S' \ M N, 465 465 131 3. cl? t� % 11 699 ti$ F @ VDOT STD. ES-1 139 o�' 460 5 1 "" RCP ° `1 460 NV OUT. 1$ F @363 458 33 3A z4" HDPE 49.43 LF @ o•810A 59 z RECONNECT ROUTE 29 ff 3.47 75 LF @ ° 53.% EXISTING CD-2 AT STR 130 455 3o" HDPE EXISTING 24" RWSA WATERLINE 455 z3.14 LF @a 1.38% (CONTRACTOR SHALL CONFIRM DEPTH, PROVIDE 18" VERTICAL PROPOSE FLATVDOTCL.I IPRAPLINEDOU ET CLEARANCE AT CROSSING) PROTECT ON (TOP ELEV.=45 .33') WITH FILTER ABRIC UNDERLAYMENT. MINIMUM STONE DIMENSIO S SHALL BE L=23',W,-.5',W�=18.5'&d5o 6". FILTER FABRIC TO OVERLAP q.50 AMIN.O 9"AT THEENDS&ALONGTHEPERT ETER. 450 445 44 CONTRACTOR SHALL PROVIDE UD-4 ALONG PROPOSED 442 ROUTE 29 TURN LANE WHERE EXISTING UD-4IS DEMOLISHED 44 o 00 ° m o n o o ca oo ad �.t S d D 3 S �.t 10+00 10+50 11+00 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 STR 52B -STR 52 STR 132 - EX CULVERT VERTICAL GRAPHIC SCALE n M 5 10 JO NOTES: 1. CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING TO SECTIONS 205, zo8 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G "BACKFILLING". z. ALL FILL TO BE PLACED AT 9S%COMPACTION. 3. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 4. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 5. ALL DRAINAGE STRUCTURES SHALL BE PROVIDED INLET SHAPING IN ACCORDANCE WITH VDOT STANDARD IS-i. 6. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-i AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. 7. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. 8. ALL STEP DOWN DRAINAGE STRUCTURES WITH VERTICAL DIFFERENCE BETWEEN THE INVERTS OF THE INLET PIPE AND THE OUTLET PIPE IN EXCESS OF 4' MAY BE PROVIDED A;" STEEL PLATE IN THE BOTTOM OF THE MANHOLE, OR AN ADDITIONAL 6" OF CONCRETE AT THE BOTTOM OF THE STRUCTURE TO PROTECTTHE MANHOLE, ESPECIALLY WHERE FLOW IS EXPECTED TO CARRY ANY ABRASIVE MATERIAL, CONTINUOUS LIVE FLOW OR LIVE FLOW LASTING SEVERAL DAYS IS EXPECTED, OR THE SIZE OF PIPES IS 48" OR GREATER. IN FEET 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE ( IN FEET) 455 1 inch = 50 ft. 9. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 18 INCHES IN THICKNESS STR:120B, 6' DIA. MANHOLE BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT zozo ROAD AND BRIDGE SPECIFICATION 303.04(h) TP=472.56 75 STR:116, VDOT STD. MH-1 TP=469.56 INV IN: 457.4o TO 118 INV OUT: 4573o TO 115A 470 STR:115A, VDOT STD. MH-i TP=465.z9 INV IN: 454-og TO 116 INV OUT: 451.75 TO 3;5' M�N 12" D.I. W/L CROSSING STR:i18, VDOT STD. MH-i TP=471-95 INV IN: 458.5o TO 12o INV OUT: 458.4o TO 116 EX INV IN: 465.41(48 RCP) INV IN: 465.41 TO 12oD INV OUT: 465.3i TO 120 STR:120, VDOT STD. DI STR:12oD, VDOT STD �MH-i TP=46S.95 TP=472.70 INV IN: 459 So TO 12oB EX INV IN: 466.63 (30" RCP) INV OUT: 459.4o TO 118 INV OUT: 466.53 TO 12oB 470 7.3' - Q �6 z / - ytiPi RL N 0 / - N4i @6. 119 v 1 v[ 9N2 VDOT STD. EW-2 ' 455I IISB 1.7' INV. OUT.450.0 ' ' GN 450 ITH 1 MIDGE OVIDED PROPOSED AT VDO 'CL. II VITH RIPRAP LINED OUTLET \-48"RCP UAL PROTECTION (TOP ELEV.=450') WITH FILTER FABRIC 28.88 LF Qa 6.o6% UNDERLAYMENT. MINIMU STONE DIMENSIONS SHALL BE L=26', W�=12', W,=30' & d5o=8". FILTER FABRIC TO OVERLAP A MIN. OF 9" AT THE ENDS & ALONG T E PERIMETER. 00 'Ni V1 ^ to f 06 S S D S 10+00 10+50 11+00 48.'RL.r 97.00 LF @ 48" RCP 91.23 LF Qa 3.52% 48" RCP 124.84 LF Qa 0.72% 460 45 450 450 45 ..l 35 430 25 420 415 c 3.5' MIN, 24.7' W/L 45 450 ..e \ 43 430 VDOTSTD. EW-2 PROPOSED FLAT VDOT L. I RIPRAP LINED OUTLET PROTECTION (TOP ELEV.=421.00') WITH FILTER FABRIC UNDERLAYMENT. MINIMUM STONE DIMENSIONS SHALL BE L=zz', W,=9', W,=ii' & d5o=6". FILTER FABRIC TO OVERLAP A MIN. OF9"ATTHE ENDS &ALONG THE PERIMETER. INV. IN. 421.00 (6" COUNTERSUNK) 1LVERT COVER EXCEEDS 30', PIPE DESIGN TALL BE CERTIFIED IN ACCORDANCE WITH CTION 105 OF THE VDOT ROAD AND BRIDGE 'ECIFICATIONS. CULVERT SHALL BE PROVIDED ETHOD A BEDDING IN ACCORDANCE WITH ANDARD PB 1 VDOT DRAINAGE MANUAL PROP SED FLAT VDOT CL. I RIPRAP LINED OUTLET -" ' 445 410 PROTCTION(TOP � ELEV. WITH FILER FABRIC CHAPTER 8.3.6.6 PIPE IN HIGH FILLS 410 UNDE LAYMENT.MINIM JIM STONE DIMENSIONS SHALL BE L=24', a=i6.5', W,=iS.i' d5o=6". FILTER F BRICTO OVER AP MIN. OF 9" A- THE ENDS &ALO GTHE 442 408 M PERIMETER. 406 �t ~ cl M Lll O1 00 O1 G:. '� H 1� 'i l0 0l m O r1 1p O 10 V1 00 w M m 00 m Ol N Ln 00 Lll 10 'i Vl � .t lD ID 00 N �.=. 1 00 b b 4 ~ w 'i ~ N N (n '1 ~ N N S ^ ^ w l0 10 t0 l0 n S 10+00 '� t M 1• d In Ln `-' S 't N d 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 10+50 11+00 11+50 12+00 12+50 13+00 ROUTE zg DRAINAGE BYPASS ARCHER AVE CULVERT o��� TH OF -G, f O SCOTT R. COLLINS - U Lic. No. 035791 4' 11/17/24 �sSIONAL G1� k rz wco z � ~ a J Z z ' ZZ w g 5 o O LU NLn /) II% J V' W t Z w Z > o w w ¢ w W o_ a a � M 0C1 r�-1 r�-1 LID r` Cl? z z CO � W i F--1 WN O J N Q W; z L.L zW J U) ��,�W////���� Q LU p__q �w O 0 z� W Q W = w Q z ' Q Y O DC in J . � W ' D zU) W w ,0 V/ e ^W J J � F--1 H W J 0� O /Q V u O _Lu j CV � UJ r9LLI O F_ w d D) JOB NO. 232220 SCALE V:1"=5' H: 1" = 50' SHEET NO. 15 VDC INV. OI 475 475 STR:176, VDOT STD. MH-1 TP=466.6o 3,5' INV IN: 456 93 TO 32C VDO" 47� INV OUT: 456.83T0 12" 470 +MN D.I. W/L CROSSING _ 57' Y'�- 465 r wv.lr (6" CC TSTD. EW-1 p/ 177 r GQ o�°jo 460 56 FCa1* 460 y6 UT. 455.50 1J5 yti9 / i 455 455 56.67 3` '1 -3 PROPOSEDFLA VDOT CL. I RI PRA� LINED OUTLET PROTECTION (TOP ELEV.=455.5') WITH FILTER FABRIC UNDERLAYMENT. MINIMUM STONE DIMENSIONS SHALL BE 4 5 0 L=20', W,=9', W1=23' & d50=7". 450 FILTER FABRIC TO OVERLAP A MIN. OF 9" AT THE ENDS & ALONG THE 1 PERIMETER. 445 445 442 442 o 00 om 10+50 11+00 11+50 12+00 ROUTE zg DRAINAGE OVERFLOW STD. EW-1 I. 466.00 UNTERSUNK) STR:98B, VDOT DI-3B, L=4' TP=462.69 INV IN: 45S.65 TO too INV OUT: 455.55 TO 98 STR:98, VDOT DI-3B, L=4' 475 TP=464.42 INV IN: 455.26 TO 986 INV OUT: 455.16 TO 96 STR:96, VDOT DI-3C, L=1o' TP=463.z9 INV IN: 454-9oTO98 '] 470 INV OUT: 454.8oTC 94 STR:94, VDOT MH-1 TP=46o.4z INV IN: 454-55 TO 96 INV OUT: 454-45 TO 92B STR:92B, VDOT MH-1 TP=464 49 INV IN: 454.21 TO 94 ^ \ INV OUT: 454-1iTO STR:8B, VDOT STD. MH-1 TP=464.00 INV IN: 457ooTO6 INV I INV OU tiV - 3 UGD #3 \ _- 10-yr PEAK \ WSE=459.21' \ 2-yr PEAK WSE=454.45' \ 1-yr PEAK WSE=453.65' _ ELEV.45 1 I7 95 18" HDPE L2' 32.24 LF @o i850A 24" HDPE 8.00 LF Qa o.So% z 24" HDPE 47-96 LF @a o.So% 24" HDPE 448 49.5iLFQa o.5o% r� N I 0 0 l0 't �1 00 1^/t r, S It t It 1 S 10+00 10+50 11+00 \.24" HDPE 58.62 LF Qa o.So% V24" HDPE 52.94 LF @a o.5o% 0 �o,^0 0 0 d 14 IT ;. d S STR:6, VDOT DI-2B, L=i2' TP=462.92 INV OUT: 457 33 TO RR N: 451.31 TO 8 T: 451. z1 TO 4 465 465 460 460 O 455 455 15" HDPE \\ 33.14 LF Qa 1.00°6 450 \\ 450 445 445 442 442 d O 0 10+00 10+50 STR 6-STR 8B STR:loo, VDOT DI-3B, L=1o' TP=463.71 INV IN: 456.85 TO 102 STR:iio, VD( IN IN: INV IN:, INV OUT: , 480 10+00 10+50 STR 6-STR 8B STR:loo, VDOT DI-3B, L=1o' TP=463.71 INV IN: 456.85 TO 102 STR:iio, VD( IN IN: INV IN:, INV OUT: , 480 480 STR:138, VDOT DI- TP=469.59 INV IN: 462.23 TO: INV OUT: 462.13 TI 475 '- 475 STR:140, IT DI-3B, L=8' TP=469. TP=467.86 INV OUT .61.67 TO 138 67.67 TO 112 4701 ,57.57 TO io2 3.5 M N CROSSINI 465 465 1 1' 139 137 460 15" HDPE 30.27 LF Qa 15" HDPE 34.24 LF Qa 1.34% 455 455 452 452 In Cq m It 10+00 10+50 STR 140 - STR ii o VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. INV OUT: 455-93 TO 98B STR:112, VDOT MH-i— STRSTR:102, DI-3B, L=4' TP=471.65 :10 28 INV IN: 458.So TO 114— INV IN: 457-35T0110 INV IN:465.83T0186 INVOUT:457.25TOioo INVOUT:458.4oT0110 STR:11o, VDOT DI-3B, L=8' TP=467.86 INV IN: 461.67 TO 138 INV IN: 457.67TO11z INV OUT: 457-57 1 U 102 i i /r 8" D.I. W/L 3S' CROSSINC MIN, 12" D.I. W/L P ASE I STORM CROSSING 4,3' E DS AT STR 11 18" HDPE 3.46.65 LF Qa 0.50% �18" HDPE 36.7o LF Qa o.6o% 18" HDPE 46.31 LF Qa o.86% 27B-27 o Om t00 m , W W t .t 't 11+50 12+00 12+50 13+00 13+50 14+00 14+50 2: 200 PROPOSED 0220" PE UNDERGROUND DETI @ o.So%, SURROUNI WRAPPED IN A FIL INV.OL 3B, L=6' 40 i10 VDOT DI-3B, L=6' 10 462.58 TO 138 PROPOSED 0120" PERFC UNDERGROUND DETENI @ 0.50%, SURROUNDED WRAPPED IN A FILTEI 14% STR:6o, VDOT DI-3B 465 TP=463.20 INV OUT: 450.83 TO 460 460 455 455 450 9 450 HDPE RATED CMP , \-15" ON SYSTEM IN STONE & 27.58 LF @ 10.27% ! FABRIC. 445 NV.OU1 448.00 445 I 442 1 442 m m 00 ,y 10+00 10+50 STR 6o-UGD#z , L=12' STR:62, VDOT DI-3C, L=8' TP-457.80_ INV. OU- PROPOSED Oi2o" PE UNDERGROUND DIET dal o.So%, SURROUNI WRAPPED IN A FII 465 465 460 460 STR:72, VDOT DI-3C, L=1: STR:70, VDOT DI-2C, L=1o' TP=449.68 \ TP=449.66 INV IN: 442.46TO74 455 \ INV IN' 441.89TO72 INV OUT: 442.36TO70 STR:68, VDOT DI-z6, L-8 INV IN: 441.89TO76 \ TP=451.26 INV OUT: 441.79 TO 68 \\ INV IN: 441.33 TO 7o STR:74, VDOl \ INV OUT: 441.z3T0 TP=449-77 \\ INV OUT: 442 450 \\ 450 \\ 6" FIRE LINE 4" WATER LAT. 3,5' ZFORATED CMP 'NTION SYSTEM \\ CROSSING I CROSSING M N. 12" D.I. W/L 'ED IN STONE & \\ � � J � CROSSING TER FABRIC. 1 11' 69 �. 68A HDPE 440 18" HDPE 36.o8LF Qa 0.50% 440 18" HDPE 2.26 LF Qa 0.50% 6.21 LF @ 0.96% 9 7 17-16 IT. 440.' 0 15" HDPE 435 93.92LFQa o.5o% 435 432 432 It •i O I� Ln m ri 0) ^ 00 � .fit � It S 't d S It It y It a a 10+00 10+50 11+00 11+50 12+00 STR 74 - UGD #z 12+50 13+00 STR:64, VDOT DI-3B, L=4' INV IN: 447.2o 10+00 10+50 11+00 11+50 12+00 STR 74 - UGD #z 12+50 13+00 STR:64, VDOT DI-3B, L=4' INV IN: 447.2o TO 64 TP=454-99 INV OUT: 447.io TO INV IN: 447-75 TO 66 460 INV OUT: 447.65 TO 62 STR:66, VDOT TP=454.98 455 INV OUT: 447.E `\ 8" D.I. W/L 3 5' CROSSING M N 450 ` 1 450 \ fi3 \ 65 61 15" HDPE 4 4 5 79.79 LF t7a o.56%, a a S 15" HDPE '. 446.5 \\ 28.02 LF Qa o.5 2FORATED CMP 15"HDPE \\ :NTION SYSTEM 36.92 LF Qa 1.63% QED IN STONE & \ TER FABRIC. \ 440 440 438 438 h 0O n o u 10+00 10+50 11+00 11+50 STR 66-UGD#z Sl STR:70, VDO INV IN: INV IN: INV OUT: DI-3C, L=12' 64 TO 72 DI-3B, L=4 �o TO 64 °r6 NOTES: 1. CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. zS OR 26, AGGREGATE BASE MATERIAL SIZE 22A OR 21B, FLOWABLE FILL, CONFORMING TO SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE zS AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G "BACKFILLING". 2. ALL FILL TO BE PLACED AT 95% COMPACTION. 3. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 4. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 5. ALL DRAINAGE STRUCTURES SHALL BE PROVIDED INLET SHAPING IN ACCORDANCE WITH VDOT STANDARD IS-1. 6. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-i AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. 7. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-i AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. 8. ALL STEP DOWN DRAINAGE STRUCTURES WITH VERTICAL DIFFERENCE BETWEEN THE INVERTS OF THE INLET PIPE AND THE OUTLET PIPE IN EXCESS OF 4' MAY BE PROVIDED A" STEEL PLATE IN THE BOTTOM OF THE MANHOLE, OR AN ADDITIONAL 6" OF CONCRETE AT THE BOTTOM OF THE STRUCTURE TO PROTECT THE MANHOLE, ESPECIALLY WHERE FLOW IS EXPECTED TO CARRY ANY ABRASIVE MATERIAL, CONTINUOUS LIVE FLOW OR LIVE FLOW LASTING SEVERAL DAYS IS EXPECTED, OR THE SIZE OF PIPES IS 48" OR GREATER. 9. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 18 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 202o ROAD AND BRIDGE SPECIFICATION 303.04(h) CTR.7R Vf1nT f1I-oR I =R' R:76, VDOT DI-3C, L=8' TP=451.78 y TP=449-57 INV IN: 444.28 TO 8o 55 INV IN: 442.8o TO 78 INV OUT: 444a8 TO 76 INV OUT: 442.7o TO 70 1 1 I STR:8o, VDOT DI-3E f DI-2C, L=1o' TP=451.74 TP=449.66 INV OUT: 444-53 TC 441.89 TO 72 441.89 TO 76 3 5, 4 5 0 44179 TO 68 M IN 3 5' M N. 12" D.I. W/L CROSSING 12 445 8" D.I. W/L 14' 9 445 CROSSING77 15" HDPE 15 HDPE 1 30.07 LF Qa o.83% 440 2.51% HDPE 440 3i57LF� 67!o5LFQa 2.o6% 6 0' \ \ 435 435 \ \ 16-11 430 \` 430 \ I 1 425 425 420 420 418 418 m N ^ W M N Cl N r It S S 1 f 10+00 10+50 11+00 11+50 STR 8o - STR 70 I, L=8' 78 T � O SCOTT R. COLLINS - O Lie. No. 035791 4' �0 11/17/24 �cV� �SSIONAL E�Gl 10+00 10+50 11+00 11+50 STR 8o - STR 70 I, L=8' 78 T � O SCOTT R. COLLINS - O Lie. No. 035791 4' �0 11/17/24 �cV� �SSIONAL E�Gl w co co z O M N m: z V/ K z " Z Lu g LL g O Z # w �" � O m Ln J w z w z LL 0 - w ¢ w W a a W N N N o o rn o .. O L9 ti C� z ZN Q uj Wm J N Q W z ; LL— I---i ZW J W i Lu J W LL L9F'- 0 1 zQ w W U w Q z ' � Q Y O oC J Q H W z W Lf J J � C I� J� W � J J O U O O w N v LU F LLI OC d Ln U7 JOB NO. 232220 SCALE V. 1" = 5' H: 1" = 50' SHEET NO. 16 EW-2PC ArcherAvenue Si Culvert Analysis Area(ac.) GW To (min.) DA1A&1B 20.71 0.35 22.7 DA1D&1E 114.56 0.27 42.5 Di 1A, 1 B, 1 D, 1 E 135.27 0.29 42.5 I Values (42.5 min) 110 125 1100 2.7 3.1 3.8 Outflows Q10 (cfs) Q25 (cfs) Q100 (cfs) DA 1 C (Muted) 34.21 71.35 113.73 DA 1 F (Muted)* 2.95 14.585 21.901 Di 1A, 1 B, 1 D, 1 E 105.92 121.61 149.07 Total Outflows Q10 (cfs) Q25 (cfs) Q100 (cfs) 143.08 207.545 284 70 "DA 1 F uses unrouted flows for 25 and 100 yr. storm PLAN SHAPE TO BE BEVELED WITH MORTAR SHAPE TO BE BEVELED DETAIL A WITH MORTAR DETAIL B W •4 BARS O 6" EACH WAY, EACH FACE ,EACH FACE i e 6" C-C YAY,EACH FACE 0 ENDWALL i CONCRETE INSERTS TOBASESECTIONS 8, % LAG BOLTS CULVERT DETAIL ii \ SCALE: 1"=3o' 0 PROPOSED VDOT STD. / EW-2PC WITH 30'WING WALLS EXISTING S EAM7._�N \ \ \ 103E / -43 PROPOSED VDOT CL. I RIPRAP LINED _OUTLET PROTECTION (TOP ELEV. 421.00) \ WITH FILTER FABRIC UNDERLAYMENT. MINIMUM STONE DIMENSIONS SHALL BE L=22', W1=9', W2=11', & d5o=6". FILTER FABRIC TO OVERLAP A MINIMUM _ AT THE ENDS & ALONG THE PERIMETER. ,� A / \ PROPOSED 66" RCP CU INV IN. 421.00, INV OUT. 104 A \ :•:: :7: NOTES) I. CONCRETE TO BE 4000 PSI MINIMUM COMPRESSIVE STRENGTH. 2. IF PIPE IS TO BE SKEWED, THE OPENING WILL BE ADMuSTED TO ACCOMMODATE ANGLES UP TO 15'. 3. REINFORCING STEEL IN ACCORDANCE WITH ASTM A-615 (REINFORCING BARS)- MPER SIDE MAX.AX. SPACING 30" 4. PIPE OPENINGS IN PRECAST DRAINAGE UNITS SHALL NOT EXCEED 4 INCHES AT ANY GIVEN POINT BETWEEN THE PIPE AND THE PRECASTUNIT• 5. DIMENSIONS SHOWN ARE MINIMUM, ACTUAL MEASUREMENTS MAY VARY WITH MANUFACTURER'S TOLERANCES. CONCRETE INSERTS 6. IN NO CASE SHALL TOP OF ENDWALL PROTRUDE ABOVE FILL S Y4 LAG BOLTS SLOPE. DITCH SLOPE- OR SHOULDER. 7. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT OR WINGWALL OCCUR. 8- BEVEL EDGE AS REQUIRED ON THE HEADWALL AT THE INLET END OF THE CULVERT (WHERE THE FLOW ENTERS THE CULVERT). 9. HEADWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SQUARE EDGE OR BEVEL EDGE. \ \ TO.;'i' CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION. DIMENSIONS D H W L o b f/2:1 SLOPE 2!1 SLOPE 42" 5'-6" 6'-3- 1 81-8" 0'-4'/2- 0'-3V2' 48" 61•0" 61•10" 7'•6" 91•10" 01•5" 0'-4" 54" 6'-6" T-5" 8'-4V2" IT-0" 0'-5)'4*' 0`41/2" 66" 7'-7" B'-6'/i' 10'-1'/i' 13._3i/Z. 01_7.1 0'-5'/Z' 78" W-811i. 9'-10" 111.10.1 15'-7" 0'•7•' 84" 9'•3" 10'•4•' 2'• 1BV2" 16'•9" 0'•7" 0'•5'/i' 90" 9'-I1" 11'-T' 96" IV-7" W-8" 14--1 11 SEE OETAL A FLOW i 2'-0" SEE DETAIL B ION A -A II MH17 I 1 I � II �� \ a • " [I ° a � RIV E -MH16 ROPOSED DRAINAGE SYSTEM 79 80 A =219.01, S=3.05% r .2" D.I. WATERLINE i If PROPOSED ACSA8 DIP SANITARY/ SEWER TO BE INSTALLED PROPOSED VD( SKEW-2PC WITH 30'WING PROPOSED VDOT CL. I LINED OUTLET PROTECTION (TOP ELEV. P414.3 )/ / WITH FILTER FABRIC UNDERLAYMENT. MINIMUM STONE DIMENSIONS SHALL BE MH10 L-24', W1=16.5', W2=15.1', & d5o=6". FILTER V1H25 FABRIC TO OVERLAP A MINIMUM OF 9'^ AT THE ENDS & ALONG THE PERIMETER.•�� Culvert Report F yd rafl 0W Express Extension for Autodesk@ 2-ViI 3DO by AutOdes k, Inc. Archer Avenue Proposed 66-in.Culvert Invert Elev Dn (ft) = 414.33 Pipe Length i ft) = 219.01 Slope (0/D) = 3.05 Invert Elev Up (ft) = 421.00 Rise (in) = 66.0 Shape = Circular Span (in) = 66.0 No. Barrels = 1 n-Value = 0.013 Culvert Type = Circular Concrete Culvert Entrance = Square edge w/headwall (C) Coeff. K,M,c,Y,k = 0.0098, 2, 0.0398, 0.67, 0.5 Embankment Top Elevation (ft) = 452.60 Tap Width (ft) = 59.50 Crest Width (ft) = 0.00 Elev (ft) Profile Calculations 1 (cfs) 1 (cfs) Tailwater Elev (ft) Highlighted Qtotal (cfs) Qpipe (cfs) Qovertop (cfs) Veloc Dn (flls) Veloc Up (ftls) Hi Dn (ft) Hi Up (ft) Hw Elev (ft) Hw1D (ft) Flow Regime Monday, Nov 42024 = 125.00 = 300.00 = (dc+p)12 = 125.00 = 125-00 = 0.00 = 6.27 = 9.04 = 418.63 = 424.10 = 425.56 = 0.83 = Inlet Control Hw Depth (ft) 45600 3500 449.00 28.DO 442.00 435.00 21.00 14.OD Emt ankment 428.00 7.00 421.00@ HGL C.00 41400 -7.00 407.00 0.0 50.1) 1100.D 150.0 201 250.0 Reach (ft) 301 350.0 400.0 450.0 -14.00 0 MH9 \\_ S �s EXISTING STREA L ---- 455 455 12" D I. W/L CRCIS ING 450 M N• 450 445 445 440 440 2 .7' 435 435 430 430 VDOT STD. EW-2 PROPOSED FLAT VDOT LINED OUTLET PROTECT 425 11-1D ELEV.=421.00') WITH FILT UNDERLAYMENT. MINIM 1'y STONE DIMENSIONS SW °. L=2Y, W�=9', W� n' & d5c r FILTER FABRIC TO OVERL DOT STD.EW-2 2•I' a OF9"AT THE ENDS &ALI ' PERIMETER. d'N¢ 420 23 420 i f INV. IN. 421.00 (6" COUNTERSUNK) NV. OUT. 414.33 i RCP _ 66`F 3.05 CULVERT COVER EXCEEDS 30', PIPE DESIGN 415 oyL SHALL BE CERTIFIED IN ACCORDANCE WITH SECTION 105 OF THE VDOT ROAD AND BRIDGE zi9 SPECIFICATIONS. CULVERT SHALL BE PROVIDEI METHOD A BEDDING IN ACCORDANCE WITH PROPOSED FLAT VDOT C L. I RIPRAP LINED OUTLET STANDARD PB-1, VDOT DRAINAGE MANUAL L 1 PROTECTION (TOP ELEV. 41433') WITH FILTER FABRIC CHAPTER 8.3.6.6 PIPE IN HIGH FILLS 9 UNDE LAYMENT. MINIM JM STONE DIMEN IONS SHALL BE 410 L=zy', 16.5, W: iS.i'& d5o=6". FILTER FABRIC TO OVERLAP A MIN. OF 9"A THE ENDS &ALO GTHE 408 PERIMETER. 408 M O N vl 00 %D n 00 Ol N Ol W �t W i �In rj O1 ,y Ol � '4 rl �N 10+00 10+50 11+00 11+50 12+00 12+50 13+00 ARCHER AVE CULVERT N,TH OF r O SCOTT R. COLLINS - U Lic. No. 035791 11/17/24 �sSIONAL EGGS H � w CO Z In i aO . 1 _1 Z Zw O z w tz IH U) In _1 Q U) _1 LU z w Z _. I RIPRAP Ci 1 0 1 (TOP > _R w Q w �MFABRIC Q Q LL BE a d =6" AP A MIN )NG THE CULVERT PROFILE SCALE: 1"=So'(H), 1'=5'(V) Q VeIDC Depth On Up H;; Hw L Hw1D TDtal Pipe Over On Up On Up (cfs) (cfs) (cfs) MIS) MIS) (in) (in) i (it) (it) 125.00 125.13101 0.00 6.27 9.04 51_63 37.25 418.63 424.10 42&56 0.83 150.00 150.00 0.00 7.27 9.68 53.48 40.96 418.79 424.41 426.18 0.94 175.00 175.01) D.DO 8.25 10.31 55.18 44.35 418.93 424.70 426.80 1.D5 2DD.DD 2DD.0D 0.D0 9.2D 10.93 56.74 47.48 419.06 424.96 427.43 1.17 225.00 225.0D D.00 10.15 11.59 58.15 5D.31 419.18 425.19 428.17 1.30 250.00 25D.0D 0.00 11.09 12.25 59.44 52.88 419.28 425.41 429.01 1.46 275.00 275.00 0.00 12.04 12.97 60.58 55.16 419.38 425.60 429.93 1.62 MD.DD 30D.DD D.DD 13.00 13.73 61.57 57.14 419.46 425.76 430.95 1.81 NOTES: 1. CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING TO SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302-03(a)2G "BACKFILLING". 2. ALL FILL TO BE PLACED AT 95% COMPACTION. 3. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 4. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. w N N N 0 M CD L9 M z z CO J N `w 1 H� Wrn C] J CN N Q W> z w J P__4 L.L. zw O (LU W = 0 z O I Q 7Q Q z W� W J I Y O w ULu J W J Z W W U Q i W W Ji IIIIIIJ � J f� _ IJ� W J � O J Q O U C] O w N U w - w CL In JOB NO. 232220 SCALE V:1"=5' H: 1 " = 50' SHEET NO. 16A Rosemary Drive 66-i n. Culvert Analysis Area(ac.) GPI Tc(min.) DA2A 65.35 0.45 20 1Val ues 110 125 1100 4.0 4.5 5.3 Outflows Q10 (cfs) 025 (cfs) Q100 (cfs) DA213(Routed)* 5.13 20.32 28.88 DA2A 117.63 132.33 155.86 Total Outflows Q10 (cfs) Q25 (cfs) Q100 (cfs) 122.76 152.65 184,74 * DA213 uses unrouted flows for 25 and 100 vr. storm Culvert Report Hydraflow Express Extension fw Autcdesk00 Civil 31)O by Autodesk, Inc. Rosemary Drive fib -in. Culvert Analysis Invert Elev Dn (ft) = 404.00 Pipe Length (ft) = 210.32 Slope (%) = 2.90 Invert Elev Up (ft) = 410.10 Rise (in) = 66.0 Shape = Circular Span (in) = 66.0 No. Barrels = 1 n-Value = 0.013 Culvert Type = Circular Concrete Culvert Entrance = Square edge w/headwall (C) Coeff. K,M,c,Y,k = 0.0098, 2, 0.0398, 0.67, 0.5 Embankment Top Elevation (ft) = 442.97 Top Width (fl) = 58.00 Crest Width (ft) = 0.00 Elev (ft) Profile Calculations Qmin (cfs) Qmax (cfs) Tailwater Elev (ft) Highlighted Qtotal (cfs) Qpipe (cfs) Qovertop (cfs) Veloc Dn (fills) Veloc Up (fills) HGL Dn (fl) HGL Up (fl) Hw Elev (fl) Hw1D (ft) Flow Regime Monday, Nov 4 2024 = 100.00 = 200.00 = (dc+D)12 = 100.00 = 100.00 = 0.00 = 5.22 = 8.37 = 408.13 = 412.86 = 414.05 = 0.72 = Inlet Control Hw Depth (ft) 446.00 35.90 439-DO 2B.90 43200 425.00 Emb nkment 2190 14 O 'S 418.00 7.90 Hw 411.00 2- 90- 0.90 404.04 -6.10 397.00 0-0 5o_D 100 0 15D 0 200-0 250-0 Reach (ft) 300-0 3500 40D 0 4500 -13.10 EW-2Pt A II I A PLAN SHAPE to BE BEVELED WITH MORTAR SHAPE TO BE BEVELED WITH MORTAR OETA)L A NOTES, I. CONCRETE TO RE 4000 PSIMNILw COMPRESSIVE STRENGTH. 2. F PIPE 4 TO BE SKEWED. THE OPENING WILL BE ADJUSTED TO ACCOMMODATE AWLES UP TO 15'. 3. REMFORCIMO STEEL IN ACCM4ICE WITH ASTM A-615 (REKORCINC BARS). MPER SIDE 4. PPE OPEMNGS IN PRECAST DRAINAGE WI15 SHALL NOT 'EXCEED Wes'AX. SPACING 4 INCHES AT ANY GIVEN PENT BETWEEN THE PPE AND THE PRECAST WIT.. S. DIMENSIONS SHOWN ARE MNIMM. ACTUAL MEASUREMENTS MAY PART WITH MANUFACTURERS TOLERANCES. CoRETE INSERTS 6. N NO CASE SHALL TOP OF ENDNALL PROTRUDE ABOVE FILL L M" LAC, BOLTS SLOPE. DTON SLOPE. OR SHOULDER. 7 HEADWALL TO BE BEVELED n ALL AREAS €xCEPT WHERE A CONFLICT WITH INVERT OR WMYGWALL OCCUR. 8. BEVEL EDGE AS REOUIREO ON THE HEADWALL AT THE MEET END OF THE CULVERT (WHERE THE FLOW ENTERS THE CULVERT;. 9 HEADWALL AT THE OUTLET END OF THE CULVERT WAY BE EITHER SOuARE FOGE OR BEVEL CNN 10. � CHWSER WAY BE PROVIDED ON ALL EDGES AT p�IUREIY$ OPTION. DIMME N I O H W 1/2=1 SLOPE 2 1 SLOPE- O to 42- S`6` 8' O'-TY'x' 1 8'-8" 0'-4/1 66" 1 7'-7- B'-6'Ji' 10'-►W 13'-9JT" 0..7.1 D-Yh' 72"- - - z - -: D.SeI:« 64• q., 3.. TD•4" IZ'•EI/�. M.•¢ 0.•7.. 0+91/t" n'-r I 13•-7- 1 17'-Ir 1 0•-7" 1 D'-5'li' DETAIL 9 94 BARS W $« EACH WAY.EACH FACE 04 BARS v 6- EACH WAY. EACH FACE 04 BARS 6 6" C-C EACH WAY. EACH FACE CROur WINOS AM EN✓DWALL � COr?ETE INSERTS TO BASE SECTIONS 6 iii" LAO BOLTS SEE DETAIL A "i'T, r- 2'-0-. SEE DETAIL e ION A -A CULVERT DETAIL SCALE: 1"=3o' / EXISTING S PROPOSED VDOT STD. EW-21OC WITH 30° WING WALLS J\-------- PROPOSED66)' RCP CULVERT-- INV IN. 410.10, INV OUT. 404.00-/ L=210.32, S=2.90%-- --- PROPOSED ACSA 8",D.I. WATERLIN ARY U►<1 V R0SEM PUBLIC ROAD V .RopOSED C\' _ PROPOSED FUTURE ACSA 8" DIP SANITARY SEWER TO BE INSTALLED (PHASE I I s� ..- ems: ................... nnu-I PROPOSED VDOT CL. I RIPRAP LINED OUTLET PROTECTION (TOP ELEV. 404.00) WITH FILTER FABRIC UNDERLAYMENT./ MINIMUM STONE DIMENSIONS SHALL BE \ \ L=24', W1=16.5', W2=15.1', & d5o=6". FILTER FABRIC TO OVERLAP A MINIMUM OF g"' ATTHE ENDS & ALONG THE PERIMETER. EXISTING / 146 / \ 4 I -A / 166 165 �' 146E \ �, PROPOSED VDOT CL. I RIPRAP LINED OUTLET PROTECTION (TOP ELEV. 410.10) % I WITH FILTER FABRIC UNDERLAYMENT. % 1 MINIMUM STONE DIMENSIONS SHALL BE 148 ; L=22', W1=9', W2=23', & d5o=6". FILTER j j �. 147 FABRIC TO OVERLAP A MINIMUM OF 9" AT THE ENDS & ALONG THE PERIMETER. i 5 4 a 20POSED(FUTU SASE 11 RAIN J M �PROPOSEDVDOTSTD. EW-2PC WITH 3oO WING WALLS CJ x. 445 445 3 5' 8" D.I. W/L 440 M N, CROSSING 440 435 435 430 1' 430 2 32-15 425 425 420 420 VDOT STD. EW-2 PROPOS�D FLAT V OT CL. 1 415 RIPRAP LINED OUTLET PROTECTION (TOP ELEV. 410.10') WITH FILTER i�. FABRIC UNDERLAYMENT. l - MINIMUM STONE VDOT STD. EW-2 •- ^\ / DIMENSIONS SHALL BE L=22 1 i"♦' W�-9' Wz=23' & d5o=6„ 41O FILTER FABRIC TO OVERLAP / x / AMIN. OF9"ATTHE ENDS& ALONG THE PERIMETER. INV. IN. 410.10 (6'COUNTERSUNK) INV. OUT.404.0T 405 ,. I °,Y 66 F 2103 RCP 6 La129°� CULVERT COVER EXCEEDS 30', PIPE DES ALL BE CERTIFIED IN ACCORDANCE w CTION 105 OF THE VDOT ROAD AND I AECI FICATIONS. CULVERT SHALL BE PF METHOD A BEDDING IN ACCORDANCE \ P OPOSED FLAT VD TCL. I RIPRAP LINED OUTLET STANDARD PB-1, VDOT DRAINAGE MAN 400 P OTECTIONCTOPE EV.=404.00') WITH FILTERFABRIC CHAPTER 8.3.6.6 PIPE IN HIGH FILLS L 24', W,=i6.5', W,=1 .i' & d5o=6". FILTER FABRIC TO 398 O IERLAPA MIN. OF "AT THE ENDS& LONG THE 398 PERIMETER. O M Ln N ^ N N OJ LID M Vl It a co a 00 •N N a ,,) N a O N M a 10+00 10+50 11+00 11+50 12+00 12+50 ROSEMARY DRIVE CULVERT GN ITH IRIDGE OVIDED VITH UAL 13+00 CULVERT PROFILE SCALE: 1"=So'(H), 1'=5'(V) NOTES: 1. CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING TO SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G "BACKFILLING". 2. ALL FILL TO BE PLACED AT 9S% COMPACTION. 3. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 4. MINIMUM OF a' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. O WIDC Depth HGL Total Pipe Over On Up On Up On Up Hw HwID (Cis) (Cis) WS) WS) (�) (in) t (in) (ft) (ft1 (ft) 100.D0 100.00 0.00 5.22 8.37 49.57 33.14 408.13 412.86 414.05 0.72 120.00 120.00 0.00 6.06 8.91 51.23 36.46 408.27 413.14 414.54 0.81 140.00 140.01) 0. GO 6.88 9.43 52.76 39.51 408.40 413.39 415.04 0.90 160.00 160.00 0. GO T67 9.93 54.18 42.36 408.52 413.63 415.53 0.99 180.00 180.00 0.00 8.44 10.43 55.50 45.00 4118.63 413.85 416.02 1.08 VERTICAL GRAPHIC SCALE 200.00 200.00 0.00 9.20 10.93 56.74 47.48 406.73 414.06 416.53 1.17 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 Too 200 ( IN FEET ) 1 inch = 50 ft. N-TH OF r O SCOTT R. COLLINS - U Lic. No. 035791 �o1 11/17/24 �1k I L EGOS H � w Co Z Ln O Ln o- CL N j Z ZUr)w 3 3 0 CL 1 O Z F- LET N o U) U) Ln J Q J LU z_ LL w In z LL LETQ ILA W OIL CL w zr N N N Q o oCD .^-I C] CD ti 1 _ M z z CO J N `w 1 CN ,H� v ' Wrn C J CN N Q W z >_ LL w J LU O I� > Ln co Q W = 0 LU z O I Q 7Q Q z W -1U W M I LU U lLJ O LU > J Z U) W U Fz Q LLI Lu J ) F 1 HMMMJ W J � O J Q O U w N U W O W w 01 El x In JOB NO. 232220 SCALE V:1"=5' H: 1" = 50' SHEET NO. 16B Culvert Report Hytl raflow Express Extension far AUtOtlesk� Civil 3D®hy AutOtles K. Inc. Route 29 drainage Overflow Analysis Invert Elev Dn [ft} = 45fi.93 Pipe Length (ft) = 112.07 Slope (°/D} = 5.64 Invert Elev Up [ft} = 4fi3.25 Rise (in) = 36.0 Shape =Circular Span [in} = 3fi.0 No. Barrels = 1 n-Value = 0.013 Culvert Type =Circular Concrete Culvert Entrance =Square edge WJheadwall [C] CoeH. K,M;c,Y,k = 0.0098, 2, 0A398, 0.&7, 0.5 Embankment Top Elevation (ft) = 475.00 Top Width (ft) = 75.00 Crest Width (ft) = 0.00 Elev (ft} Profile Calculations Qmin (cfs} Qmax (cfs} Tatlwater Elev (f1} Highlighted Qtotal (cfs} Qpipe [cfs} Qovertop (cfs} Veloc Dn (ftls] Veloc Up (ft!s) HGL Dn (ft} HGL Up (ft} Hw Elev [ft} HwID (ft} Flow Regime Monday, Nov 4 2024 = 25.00 = 40.00 _ (dc+D}I2 = 25.00 = 25.00 = 0.00 = 4.29 = 6.4& = 459.24 = 4fi4.86 = 4fi5.55 = 0.77 =Inlet Control Hw Depth [ft) 476.OD 12.75 -All Aw ,vzx S1R177t'arerFlaw36-in.Culvert Anal of s Area(aa) ON Tc(min.) CULVERT DETAIL if SCALE: z"=3o' 128 ? 4'C D - / O DA1A&1B 20.71 0.35 22.7 D ' r 8" �� 4 b +� O SCOTT R. COLLINS - I Values (22.7 min) 110 125 1100 /� Lic. No. 035791 3.8 4.3 5.1 3 5 / 0 �/� / ��o� 11/17/24 Total Outflows 010 (cfs) Q25 (cfs) Q100 (cfs) r f rf� f 126 w eW � Q41A&1B 27.54 31.17 36.97 / /r/ / 4 !! �6 /j�QR/ >� ZONAL E J Z fir J / 4 / STD. EW-1 w w z r 0 / / w „s PROPOSED OVERFLOW ♦ ♦ �.� �� LOW AREA ♦ �y♦ ��� z qE 0 466.00 0 �� /�� COUNTERSUNK) c j PROPOSED VDOTSTD. EW /// (� �� /♦♦, J 32D / �►♦ VDO J PROPOSED 36" RCP CULVERT 118 ♦ .� ♦ z CO = 3 INV IN. 466, IN OUT. 456.g3 ♦ ♦ ��� 36 N g a m ain L=iz8.tl6 S=7.08°h ♦ a N z E ry J N Cif z d /♦ INV.O U z •qR Z � g UL z \ Oz �g .� z wall 0 PROPOSEDACSAiz"D.LWATERLINE TJ / \ '�pY4,��� / LU LU a m w y ,JF W a o i V �' ��� a " 33 C L i/ �l V rn 2 g U 4\ 176 A w . / v v v �' � N N N U i • o� 31 CD A A •.' PROPOSED 36" RCP PIPING / 10+50 11+00 11+50 12+00 0 v INV IN.456.83, INV OUT. 455-5 E ` L=56.67,5=2.358i6 ROUTE 29 DRAINAGE OVERFLOW 0 T � � 116 N U \2 '� Q % 4 : N J ° L f •PROPOSED VDOT STD. EW-i w 3 y N \ 28 PROPOSED VDOT CL. I RIPRAP LINED. > t J o OUTLET PROTECTION (TOP ELEV. 404.00) 115A WITH FILTER FABRIC UNDERLAYMENT.D ns" ` / J \ NOTES: N Q MINIMUM STONE DIMENSIONS SHALL BE / >. CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 2S OR 26, L=zo', W1=9', W2=23', & d5o=7". FILTER , /J AGGREGATE BASE MATERIAL SIZE 21A OR 23B, FLOWABLE FILL, CONFORMING TO SECTIONS 20S, � FABRIC TO OVERLAP A MINIMUM OF 9" % }; 4 0o zo8 OR z49 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR W \� ~ AT THE ENDS &ALONG THE PERIMETER. J "' * CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, / w P ; SECTION 302.03(a)2G "BACKFILLING". W s X 2. ALL FILL TO BE PLACED AT 9S% COMPACTION. J I--1 0 sEE NOTE t / i "•" • / / \ 3. MINIMUM 3.S' OF COVER MUST BE MAINTAINED OVER W/L. z J w o o / / BEVELED BE - - - - - - - - - / / ' '" f /�\ 4. MINIMUM OF 3.' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND i.S' OF SEPARATION WITH MORTAR FLOW ' / J BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. DO % 46 = o BEVEL - g'--- - - - - -' _- / /.' �� I:. INVERT O / ' L9 - la- 016 45 X .. ,J�� I + // EXISTINGSTREA� 4 MH23 \ �' NOTES: 1. 'H" MAY BE REDUCED UNTIL "II" REACHES A MINIMUM OF 4" WHERE - ENOWALL WOULD PROTRUDE ABOVE SHOULDER LINE. G. BEVEL EDGE IS REQUIRED ON THE HEADWALL AT THE INLET END OF THE p IN NO CASE SHALL TOP OF ENDWALL PROJECT ABOVE FILL SLOPE. CULVERT (WHERE THE FLOW ENTERS THE CULVERT). �� / I I I \ ^ DITCH SLOPE.OR SHOULDER. 7. HEADWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SQUARE ( L 2. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. EDGE OR BEVEL EDGE. I I. I f ' VERTICAL GRAPHIC SCALE U U 3. ALL CAST N PLACE CONCRETE TO BE CLASS A3. FOR PRECAST SEE 8.ON SHALLOW FILLS WHERE ENDWALLS ARE 1'OR LESS BELOW SHOULDER SHEET 101.02. LINE. THE TOP OF THE ENDWALL SHALL BE CONSTRUCTED PARALLEL TO THE _ L s f 5 0 2.5 5 10 20 GRADE OF THE ROAD. - -� / I Lr 0 4. THIS STANDARD TO BE USED WITH STRAIGHT CROSSINGS AND ALL /JJf L �/ �` f'1 C SKEWS(0•TO 45'). 9. i'i' CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION. w 5. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT I _ 0 WITH NVERT OR WINGWALLS OCCUR �/ O E / � � � n � ( IN FEET ) 1 inch = 5 ft. w J J O EW'1 J �/ �� I� �� .� L Z HORIZONTAL GRAPHIC SCALE U w w z_ 50 0 25 50 100 200 C° D Vebe Depth HGL Q w N Total Pare Over On Up Dn Up on Up Hw HwA) z (C%) (cfs) (Cfs) WS) (%s) (in) (in) (ft) (ft) (it) ( IN FEET ) mowN/ J o 1 inch = 50 ft. L.I_ 25.00 25.00 0.00 4.29 6.46 27.67 19.34 459.24 464.86 465.55 0.77 n J vJ 0 30.00 30.00 0.00 4.98 6.90 28.63 21.27 459.32 465.02 465.85 0.87 � o n 35.00 35.00 0.00 5.64 7.32 29.52 23.05 459.39 465.17 465.16 0.97 W m 0 N 40.00 40.00 0.00 6.29 7.74 30.34 24.69 459.46 465.31 466.47 1.07 n/ n LL- J c d Q O L U � 0 O w C C:) J C H N N U F- w F 0 - w v w v d U) N 0 JOB NO. o 232220 cc a SCALE o V:1"=5' w H: 1" = 50' `o OL SHEET NO. 16C 10 OUT. ENDWALL FOR CIRCULAR PIPE DIAMETER OF PIPE CULVERT 12" 15" 18" 21" OR 24" 7" OR 30 3" OR 38' A 0'-8" 0'-B" 0'-9" 0'-11" 1'-0" 1'-0" 1'_T' p_3,. T_g�� T_g�� z,_0�� C 1'_4" T_T' p_g�� 2�_2�� 2�_g�� 2,_g,. D 1'-0" 1'-3" 1'-8" 2'-0" 2'-8" 3'-0" F 0'-6" 0'-8" 0'•b" 0'-9" 0'-9" 0'-9" N Y_y" q'_1P' 3'_2" 3'_B" 4L3„ q._9.� L 4'-0" 5'-0" 6'-0" 8'-0" 10'-0" t2'-0" Q 0'-}/i' 0'-tii� 0�_2�� O'_21/i' O''31Ii' 0'-3�i' b0'-1" 0'-P/i' 0'-7/x" 0�_2�� 0'-21/i. O._3�� CUBIC YARDS OF CONCRETE CONC. PPE 0.241 0.492 0.697 1.319 2.067 2.947 C.M. PPE 0.2b7 O.b21 0.739 1.398 2.198 5.145 475 475 STR:i76, VDOT STD. MH-tl TP=466.60 3,5' INV M N. 32C VDOT 47L INV OUT:456.83T0 3 z" 470 D.I. W/L CROSSING 465 � (6" TSTD. EW-1 v7 EzLe °fop 460 V 460 yy�,r6 Table 8: Pipe Design Table LTH off, DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION O SCOTT R. COLLINS - v Lie. No. 035791 ra Q o� 11/17/24 10 AL w w Z Z w N Z J U w 0 c w c o W ca Z ( a � V) a N �% Z d U) J Z U Z Z Z N Z � g Lu a 3 Z .~. # BMW 0 U) N IA J v, Q Q 3 U Z w Z rn LL 0 c a W Q W N u�i/ _ = 0 IJi a N 0 U v 0 0 v a CE U N W N N N U 0 F M iz 0 ti o 0 c J a co J z ZN Q I..L CO 3 Lu m N o n 1 H� n o WJ o N Q D N W z � v, _ z� O o W F� L N J J W o > Q � a cc L9W J o a- � r 3 c Z c Q� n/ Ll� U a_ z U ° W ME W � LU V 1 0 Y Q O o w J zo W �� Z Z f^ w v, W p[ w Z_ U Q Z w W N Z O J 0 DETENTION SYSTEM U, N a 0 n O J U J O r lJ o � w O J N H N v F- LU w vo W v Y U) d N 0 JOB NO. o 232220 a a SCALE 0 N/A N 0 n SHEET NO. v 17 PIPE DESIGN n = 0.013 Pipe Hydrology Pipe fA rA c � C E � u m m E c o � E m m c 10 � m E o o E � Pipe run: STR 16B -WET POND #1 18B 16 0.25 0.65 0.164 0.184 5.00 6.67 1.09 1.09 454.91 454.42 76.1 0.013 0.0064 i5 5.82 3.49 0.38 i6 14 0.74 0.72 0.532 7.717 6.15 6.31 3.35 10.83 454.32 453.32 199.6 0.013 0.0050 24 17.35 5.82 0.57 14 12 0.23 0.89 0.208 1.925 6.72 6.14 1.28 11.83 453.22 452.73 87.4 0.013 0.0050 24 17.39 5.94 0.27 i2 10 0.00 0.90 0.000 3.326 17.94 4.18 0.00 13.92 452.63 452.37 51.6 0.013 0.0050 24 17.39 6.14 0.14 10 8 0.00 0.90 0.000 3.326 18.08 4.17 D.00 13.92 452.27 451.90 62.5 0.013 0.0059 24 18.86 6.54 0.16 8 8B 0.37 0.78 0.243 3.569 18.24 4.15 1.01 14.82 451.80 451.31 78.3 0.013 0.0063 24 19.39 6.78 0.19 88 4 0.00 0.90 0.000 3.799 18.43 4.13 0.00 15.69 451.21 450.31 160.9 0.013 0.0056 24 18.33 6.55 0.41 4 2 0.00 0.9D 0.000 3.799 18.84 4.09 D.00 15.69 450.21 449.90 48.1 0.013 0.0064 30 35.67 7.D0 0.71 2 BASIN 1 0.00 0.90 0.000 7.827 18.96 4.07 0.00 31.89 449.80 448.00 100.3 0.013 0.0179 30 59.52 12.33 0.14 Pipe run: STR 8 - STR 8B 6 86 0.26 0.88 0.230 0.230 5.00 6.67 1.53 1.53 457.33 457.D0 33.1 0.013 0.0100 15 6.98 4.50 0.12 Pipe run: STR 44 - STR 2 44 42 0.20 0.63 0.126 0.126 5.00 6.67 0.84 0.84 484.35 483.00 69.2 0.013 0.0195 15 9.77 4.75 0.24 42 4D 1.15 0.58 0.665 0.791 10.00 5.37 3.57 4.25 482.90 478.00 99.0 0.013 0.0495 75 15.57 10.69 0.75 40 38 0.32 0.83 0.261 t.053 10.15 5.34 1.40 5.62 477.90 472.39 64.1 0.013 0.0859 75 20.51 14.09 0.08 38 38B 1.08 0.44 0.465 1.518 12.90 4.85 2.26 7.37 472.29 470.14 48.9 0.013 0.0440 i5 14.67 11.96 0.07 38B 36 0.09 0.73 0.067 1.585 12.97 4.84 0.33 7.68 470.04 468.71 63.3 0.013 0.0210 75 10.14 9.08 0.12 36 34 0.50 0.74 0.365 1.951 13.06 4.82 1.76 9.41 468.61 467.50 46.0 0.013 0.0241 15 10.87 9.95 0.08 34 32 0.05 0.72 0.036 i.987 13.16 4.81 0.17 9.56 467.40 466.50 41.0 0.013 0.0220 15 10.37 9.58 0.07 32 30 0.24 0.78 0.185 3.641 13.23 4.80 0.89 17.48 466.40 465.00 42.7 0.013 0.0328 78 20.61 13.06 0.05 30 28 0.29 0.81 0.233 3.874 13.29 4.79 1.12 18.57 464.90 463.00 59.6 0.013 0.0319 18 20.31 13.03 0.08 28 2 0.23 0.66 0.154 4.027 13.36 4.78 0.73 19.26 462.90 461.00 50.8 0.013 0.0374 18 22.02 14.03 0.06 Pipe run: SIR 46B -SIR 46 46B 46 0.13 0.90 0.116 0.116 5.00 6.67 0.77 0.77 457.67 457.37 63.8 0.013 0.0047 15 4.80 2.86 0.37 Pipe run: S'iR 54 - STR 12 54 52 0.44 0.77 0.339 0.339 5.00 6.67 2.26 2.26 465.50 461.84 96.7 0.013 0.0379 15 13.62 8.12 0.20 52 50 0.16 0.74 0.122 0.607 5.28 6.58 0.80 3.99 461.74 461.52 42.8 0.013 0.0051 15 5.02 4.53 0.16 50 48 0.59 0.45 0.283 0.870 17.00 4.29 1.13 3.99 461.42 461.15 54.3 0.013 0.0050 15 4.93 4.47 0.20 48 46 0.17 0.62 0.103 0.973 17.20 4.27 D.44 4.15 461.05 460.14 182.6 0.013 0.0050 15 4.94 4.51 O.fiB 46 12 0.39 0.79 0.312 1.402 17.88 4.19 1.31 5.88 457.27 456.60 32.9 0.013 0.0204 15 9.99 8.46 0.06 Pipe run: STR 26B - STR 16 26B 2fi 0.15 0.77 0.112 0.112 5.00 6.67 0.75 0.75 469.25 465.00 119.9 0.013 0.0355 15 13.18 5.77 0.35 26 24 0.25 0.81 0.199 0.311 5.35 6.56 1.30 2.04 459.50 457.60 19.9 0.013 0.0955 15 21.63 10.84 0.03 24 22 0.00 0.90 0.000 0.311 5.38 6.55 0.00 2.04 457.50 455.58 66.9 0.013 0.0287 15 11.86 7.22 0.15 22 20 0.00 0.9D 0.000 0.311 5.53 6.50 0.00 2.04 455.48 455.35 25.6 0.013 0.0051 15 4.99 3.84 0.11 20 18 0.21 0.80 0.169 0.481 5.64 6.46 1.09 3.11 455.25 454.98 53.0 0.013 0.0051 15 4.99 4.29 0.21 18 16 0.06 0.74 0.043 1.021 5.85 6.40 0.28 8.53 454.88 454.42 91.9 0.013 0.0050 i8 8.05 5.07 0.30 Pipe run: SIR 58 - STIR 18 58 56 0.52 0.68 0.354 0.354 5.00 6.67 2.36 2.36 457.30 456.80 31.9 0.013 0.0157 i5 8.76 6.02 0.09 56 18 0.18 0.78 0.143 0.497 5.09 6.64 0.95 3.30 456.70 454.98 68.5 0.013 0.0251 15 11.09 7.84 0.15 Pipe run: SIR 52B -SIR 52 52B 52 0.29 0.51 0.146 0.146 5.00 6.67 0.98 0.98 462.43 461.84 64.1 0.013 0.0092 15 6.71 3.83 0.28 Pipe run: STIR 128 - STR 32 128 126 0.26 0.76 0.200 0.200 5.00 6.67 1.33 1.33 471.95 470.70 9.0 0.013 0.1385 15 26.14 11.01 0.01 126 32D 1.41 0.76 1.074 1.274 5.01 6.66 7.15 8.49 470.60 489.10 75.8 0.013 0.0198 15 9.85 9.01 0.14 32D 32B 0.16 0.56 0.091 1.365 5.15 6.62 0.60 9.03 469.00 467.10 176.5 0.013 0.0108 18 11.81 7.35 0.40 32B 32 0.16 0.64 0.104 1.469 5.55 6.49 0.67 9.54 467.00 466.50 37.8 0.013 0.0132 78 13.08 8.07 0.08 Pipe run: STR 132 -OUT 132 130 0.92 0.78 0.711 0.711 5.00 6.67 4.74 4.74 465.36 462.35 43.1 0.013 0.0698 18 27.76 11.50 0.06 130 124D 0.22 0.75 0.167 0.878 5.06 6.65 1.11 5.83 462.25 460.70 59.2 0.013 0.0363 18 20.02 9.69 0.10 124D 124B 0.68 0.83 0.548 1.424 5.18 6.61 3.81 9.42 460.00 459.80 49.4 0.013 0.0061 i8 9.45 6.10 0.14 124B 124 0.00 0.90 0.000 1.424 5.30 6.57 0.00 9.42 459.50 458.75 147.8 0.013 0.0051 24 16.12 5.29 0.47 724 OUT 2.88 0.81 2.345 3.769 5.76 6.42 15.06 24.21 458.65 458.33 23.1 0.013 0.0138 30 48.23 9.83 0.04 Pipe run: STR 120D -OUT i20D 120B 5.14 0.75 3.855 3.855 14.00 4.69 18.06 18.06 466.53 465.41 11.9 0.013 0.0938 36 204.28 17.78 0.01 720B 120 14.87 0.29 4.256 8.111 22.70 3.72 15.85 30.20 465.31 459.50 94.3 0.013 0.0616 48 356.60 16.93 0.09 120 118 0.70 0.28 0.198 8.309 22.79 3.72 0.74 30.87 459.40 458.50 124.8 0.013 0.0072 48 121.96 8.06 0.26 118 116 0.80 0.48 0.291 8.599 23.05 3.69 1.07 31.76 458.40 457.40 97.0 0.013 0.0103 48 145.85 9.17 0.18 116 175A 0.00 0.90 0.000 8.599 23.23 3.68 0.00 31.76 457.30 454.09 91.2 0.013 0.0352 48 269.44 14.32 0.11 i15A OUT 0.00 0.90 0.000 8.599 23.33 3.67 0.00 31.76 451.75 450.00 28.9 0.013 0.0606 48 353.59 17.31 0.03 Pipe run: BYPASS IN -OUT BYPASS IN 176 20.71 0.35 7.249 7.249 22.70 3.72 26.99 26.99 466.00 456.93 128.2 0.013 0.0708 36 177.44 17.99 0.12 176 OUT 0.00 0.90 0.000 7.249 22.82 3.71 0.00 26.99 456.83 455.50 56.7 0.013 0.0235 36 102.18 12.i9 0.08 Pipe run: STR 74 -UGD 2 74 72 0.36 0.66 0.235 0.235 5.00 6.67 1.57 1.57 442.64 442.46 36.1 0.013 0.0050 75 4.94 3.54 0.17 72 70 0.40 0.59 0.234 0.489 5.17 6.61 1.55 3.10 442.36 441.89 93.9 0.013 0.0050 15 4.95 4.25 0.37 70 68 0.49 0.72 0.354 1.217 5.54 6.50 2.30 7.90 441.79 441.33 92.3 0.013 0.0050 18 8.04 5.18 0.30 68 UG02 0.22 0.67 0.148 1.365 5.83 6.40 0.95 8.73 441.23 440.50 76.2 0.013 0.0096 78 11.14 6.96 0.18 Pipe run: STR 80 - STR 70 80 78 0.20 0.68 0.136 0.136 5.00 6.67 0.90 0.90 444.53 444.28 30.1 0.013 0.0083 15 6.38 3.64 0.14 78 76 0.13 0.77 0.099 0.235 5.14 6.62 0.66 1.56 444.18 442.80 67.1 0.013 0.0206 75 10.04 5.86 0.19 76 70 0.21 0.77 0.159 0.394 5.33 6.56 1.04 2.59 442.70 441.89 31.6 0.013 0.0257 i5 11.21 7.34 0.07 Pipe run: STIR 60-UGD 2 60 UGD 2 1.51 0.61 0.920 0.920 20.00 3.97 3.65 3.65 450.83 448.00 28.6 0.013 0.0980 75 22.02 13.13 0.04 Pipe run: STR 68 -UGD 2 66 64 0.02 0.75 0.012 0.012 5.00 6.67 0.08 0.08 447.90 447.75 28.0 0.013 0.0054 15 5.12 1.45 0.32 64 62 0.06 0.61 0.048 0.060 5.32 6.56 0.31 0.39 447.65 447.20 78.8 0.013 0.0056 75 5.26 2.47 0.54 82 UGD2 0.19 0.87 0.162 0.222 5.86 6.39 1.04 1.42 447.10 446.50 36.9 0.013 0.0163 i5 8.92 5.21 0.12 Pipe run: STIR 136 -UGD 3 136 134 0.64 0.90 0.574 0.574 5.00 6.67 3.83 3.83 460.08 459.94 28.0 0.013 0.0050 15 4.95 4.45 0.10 134 114 0.28 0.90 0.248 0.822 5.10 8.63 1.65 5.45 459.84 459.10 113.7 0.013 0.0065 15 5.65 5.24 0.36 714 112 0.01 0.90 0.013 0.835 5.47 6.52 0.08 5.45 459.00 458.50 61.1 0.013 0.0082 15 6.33 5.79 0.18 112 110 0.00 0.90 0.000 1.006 5.64 6.46 0.00 6.50 458.40 457.67 146.7 0.013 0.0050 18 8.03 5.05 0.48 110 102 0.24 0.90 0.213 1.372 6.13 6.31 7.35 8.66 457.57 457.35 36.7 0.013 0.0060 18 8.81 5.68 0.11 102 100 0.26 0.90 0.237 1.609 6.23 6.28 1.49 10.11 457.25 456.85 46.3 0.013 0.0086 18 10.58 6.81 0.11 100 98B 0.08 0.90 0.071 1.681 6.35 6.25 0.45 10.51 455.93 455.65 32.2 0.013 0.0087 78 10.61 6.84 0.08 96B 98 0.02 0.90 0.019 1.699 6.43 6.23 0.12 10.58 455.55 455.26 58.6 0.013 0.0049 24 17.24 5.74 0.17 98 96 0.04 0.90 0.034 1.733 6.60 6.18 0.21 10.71 455.16 454.90 52.9 0.013 0.0049 24 17.17 5.76 0.15 96 94 0.26 0.90 0.234 1.967 6.75 6.14 7.43 12.07 454.80 454.55 49.5 0.013 0.0050 24 17.42 5.98 0.14 94 92B 0.00 0.90 0.000 i.967 6.89 6.10 0.00 12.07 454.45 454.21 48.0 0.013 0.0050 24 17.34 5.95 0.13 92B UGD 3 0.83 0.90 0.750 2.717 7.02 6.06 4.55 16.47 454.11 454.07 8.0 0.013 0.0050 24 17.33 6.27 0.02 Pipe run: STR 140 - STR 110 140 138 0.08 0.90 0.074 0.074 5.00 8.67 0.49 0.49 462.58 482.23 30.3 0.013 0.0116 15 7.53 3.42 0.15 138 110 0.09 0.90 0.079 0.153 5.15 6.62 0.52 1.01 462.13 461.67 34.2 0.013 0.0134 15 8.11 4.41 0.13 Pipe run: SIR 186 - STR 112 i86 112 0.19 0.90 0.171 0.171 5.00 6.67 1.14 1.14 466.75 465.83 21.0 0.013 0.0437 i5 14.63 6.89 0.05 Pipe run: UGD 3 -OUT UGD 3 180 0.00 0.90 0.000 0.000 5.00 6.67 0.00 2.95 449.00 448.75 12.0 0.013 0.0208 15 10.10 7.14 0.03 180 108 0.00 0.90 0.000 0.000 5.12 6.63 0.00 2.95 448.65 447.50 68.6 0.013 0.0168 15 9.06 6.58 0.17 108 106 0.00 0.90 0.000 0.000 5.30 6.57 0.00 2.95 445.40 437.00 94.0 0.013 0.0894 18 34.03 11.49 0.14 106 104 0.00 0.90 0.000 0.000 5.43 6.53 0.00 2.85 433.25 429.80 19.9 0.013 0.1735 18 47.41 14.42 0.02 104 103B 0.00 0.90 0.000 0.000 5.46 8.52 0.00 2.95 429.30 424.60 69.4 0.013 0.0677 18 29.62 10.61 0.11 1036 OUT 0.00 0.9D 0.000 0.000 5.56 6.49 0.00 2.95 424.50 424.00 11.0 0.013 0.0455 18 24.27 9.17 0.02 Pipe run: UGD 3 - STIR 180 UGD 3 182 0.00 0.90 0.000 0.000 5.00 6.67 0.00 0.10 449.00 448.75 12.0 0.013 0.0208 15 10.10 2.63 0.08 182 180 0.00 0.90 0.000 0.000 5.D8 6.64 D.00 0.10 453.65 452.40 13.0 0.013 0.0962 8 4.06 4.67 0.05 ������� • ®ate �_---_- DETENTION Design Year: 10 Project: Holly Hills Apartments Job#: 232220 Prepared by: KKW,PE Design Year: 10 Project: Holly Hills Apartments Job#: 232220 Prepared by: KKW,PE Table6: Sump Inlet Design Table N-3H O SCOTT R. v Lie. No. 11/17/24 �SS10 of COLLINS 035791 AL - 4 Z w w z z w N Z J U 0 c v w C o ac d N 3 o o N o U i N O `o v 0 d v a a c 0 U J N O U y v 0 c o r 3 N O a a o D N O O L N O a C o L 3 c U ° ° c E o z o w w z_ z w z O 0 T N a 0 n U d d L m o c N 0 o v v a 0 o a o o o Z OLua N IA v, W Z a Lu Z O ly ce J D (n N Z g F- J Q Z LL W o F w a0 U J Z .r # � 0 w C] Q J � Z Z Z Lu w N Q Z W a W F 0 N M C) o N � C, N � � ~ Z (V � ® CO Ll1 N O W N N W _ Z W J J � / W Z J L.l� a = W � 1 YLL f^ V/ - W J� I ) U, O Q U ! P1 lJ N z Q J W H� (J) J Q z L F� W '^ v' /A� I� z W /1 J W W J �� J J O v w - a z� O f--i * gutter longitudinal slope of 0.001 should be used in a sump condition grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. Table 6: Sump Inlet Design Table J U Q U LU (n V z 1-� Q w J w w N JOB NO. 232220 SCALE N/A * gutter longitudinal slope of 0.001 should be used in a sump condition grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. SHEET 18 NO. 1• ®-_-____-_-__ 1 11 ' I 0 1 11 m l 11 1 1 1 1;• '®--______�� 1 1 1 1 1 1 1® 1• I l l m l l l 1 1 1 �„ 1 1 • • --_____-_-__ 1 1 1 �` O l l l m l l l 1 1 1 • 1 ---______-__ 1 1 1 ©0 1 1 m l l 1 1 .. 1 1 1 1 ____------_-- ®--_____-_-__ ® 1110011 mll 1® 1 1 1';1 ®' -_-____-� 1• 1' 1 1 1 1 11 ©0 1 1 m l l 1 1 � 1 1 ---____-��� 1 1 1 1 1® 11 1 1 1 m l l 1 • • • , :: 1 1 STRUCTURE DRAINAGE D (IN) FLOW TYPE INLET TYPE AREA (FTC PERIMETER (FT) A (ACRES) C I (IN/HR) Q (CFS) 120 DI-1 2.33 10.00 0.70 0.28 4.00 0.78 1.1 WEIR FLOW 120 DI-1 2.33 10.00 0.70 0.28 6.50 1.27 1.5 WEIR FLOW 120 DI-1 - 50% clogged 1.17 5.00 0.70 0.28 4.00 0.78 1.7 WEIR FLOW 120 DI-1 - 50% clogged 1.17 5.00 0.70 0.28 6.50 1.27 2.3 WEIR FLOW 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) Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gu 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) Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gu Design Year: 10 Project: Holly Hills Apartments Job#: 232220 Prepared by: KKW,PE Design Year: 10 Project: Holly Hills Apartments Job#: 232220 Prepared by: KKW,PE Table 7: Grade Inlet Design Table vTx of JUNCTION LOSS O SCOTT R. v Lie. No. COLLINS 035791 - �o� 11/17/24 �SSIONAL Q' O Z r w W Z Z W N z J U U 0 Z Z a 0 Z O U ly ce J D Z z 0- .~. U J Q Z LL W _ F w a C9 J Z .-I # M 0 w 0 0 Q J Z N ZLu S W N Q Z W = a v C o ac d N J 3 o Td o N o O N IA v, u�i/ Ili N 0 `o v 0 d v a a c 0 U J N O U y v W F 0 N M C) o N � C, N 0 c J a Lu r A 1 "' z �N J Table 7: Grade Inlet Design Table zN CO Q o r 3 W 0 o 0 WO Z Z W0 1 N � N NJ \1 _ W J J w J ct L.l� a_ 1 H� J Q z L F� W I� z W /1 z� O f--i J a o o D 0 O O s N `0 c o 0 3 c U ° 0 C c U w° �� Y Cn LL J W Lu W V < zo �� �/ E Z w W Z_ Z W W , ^ V/ J ILL Q U z w z z J 0 O J J N a 0 n U X d Q ! r1 lJ O d r m o U O N v W d w J Lu w N N vo v d 0 JOB NO. 232220 o a a a SCALE N/A N 0 n SHEET 19 NO. _-__-_----_-- ®--______®® VMS _-___----__-- .1 ---______-__III ©0 1 1 m l l 1 1 .. I I •, "iSTs?titi---____-_-__ 1 1 ► 00 1 ► . m 1 1 � '® • , ' I ®-_-____-_-__III ' 1 0 1 1 m l l 1 1' �., •. ®_ • ' • ®_®1 11 1 1 � 1® 1® 1• I I I I 1 1 1' 1 1 _-__------_-- 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) Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gu INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is 4 inlhr for spread, and 6.5 in/hr for capacity and depth) Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet L v A m J F O m O `s' a > � d v (� ❑ �° Q a d ti � o 0 3 r o N N C «O� y L N U 3 � O Q '3 � v � N N N N 3 Ol X 2 Q rn K 3 3 d O W C C X C� � O N � y 3 � to + _� �y W > � 3 m - � a R � rn � J w o o 6 2B 12.0 0.26 0.68 0.230 1.50 0.00 1.50 0.0500 0.0500 2.0 0.0833 1.6660 3.23 0.93 2.7992 0.1166 0.1585 77.04 1.09 1.00 1.50 0.00 14S7R 3B 6.0 0.03 0.63 0.028 0.18 0.00 0.18 0.0100 0.0500 2.0 0.0833 1.8660 1.98 0.99 2.7992 0.1166 0.1655 2.73 2.20 1.00 0.18 0.00 16SiR 3B 10.0 0.63 0.69 0.435 2.83 0.00 2.83 0.0100 0.0500 2.0 0.0833 1.6660 5.55 0.78 2.7982 0.1166 0.1410 8.54 1.05 1.00 2.83 0.00 18 2B 6.0 0.06 0.74 0.043 0.28 0.00 0.28 0.0550 0.0200 2.0 0.0833 4.1650 3.01 0.99 3.5192 0.1466 0.1652 5.49 1.09 1.00 0.28 0.00 20S7R 3B 8.0 0.09 0.77 0.066 0.43 0.00 0.43 0.0550 0.0200 2.0 0.0833 4.1650 3.52 0.97 3.5192 0.1466 0.1622 6.62 1.21 1.00 0.43 0.00 26SiR 3B 8.0 0.16 0.75 0.117 0.76 0.00 0.76 0.0500 0.0200 2.0 0.0833 4.1650 4.45 0.92 3.5192 0.1466 0.1549 8.42 0.95 1.00 0.76 0.00 26BS7R 3B 8.0 0.10 0.71 0.072 0.47 0.00 0.47 0.0500 0.0200 2.0 0.0833 4.1650 3.72 0.97 3.5192 0.1466 0.1622 6.69 1.20 1.00 0.47 0.00 28 3B 6.0 0.23 0.66 0.154 1.00 0.00 1.00 0.0250 0.0200 2.0 0.0833 4.1650 5.61 0.85 3.5192 0.1466 0.1446 7.99 1.00 1.00 1.00 0.00 30S7R 3B 6.0 0.10 0.65 0.068 0.44 0.00 0.44 0.0250 0.0200 2.0 0.0833 4.1650 4.14 0.95 3.5192 0.1466 0.1593 5.37 1.12 1.00 0.44 0.00 32SiR 3B 8.0 0.14 0.70 0.097 0.63 0.00 0.63 0.0500 0.0200 2.0 0.0833 4.1650 4.14 0.95 3.5192 0.1466 0.1593 7.64 1.05 1.00 0.63 0.00 32B 2B 6.0 0.16 0.64 0.104 0.68 0.00 0.68 0.0250 0.0200 2.0 0.0833 4.1650 4.65 0.89 3.5192 0.1466 0.1505 6.63 1.21 1.00 0.68 0.00 32D 2B 12.0 0.16 0.56 0.091 0.59 0.00 0.59 0.0250 0.0200 2.0 0.0833 4.1650 4.62 0.73 3.5192 0.1466 0.1270 6.94 1.73 1.00 0.59 0.00 34 2B 4.0 0.05 0.72 0.036 0.23 0.00 0.23 0.0170 0.0200 2.0 0.0833 4.1650 3.50 0.97 3.5192 0.1466 0.1622 3.62 1.11 1.00 0.23 0.00 36SiF2 2B 8.0 0.27 0.59 0.159 1.03 0.00 1.03 0.0250 0.0200 2.0 0.0833 4.1650 5.69 0.84 3.5192 0.1466 0.1432 8.16 0.98 1.00 1.03 0.00 38S7R 3B 8.0 0.20 0.73 0.146 0.95 0.00 0.95 0.0300 0.0200 2.0 0.0833 4.1650 5.33 0.86 3.5192 0.1466 0.1461 8.23 0.97 1.00 0.95 0.00 386 2B 8.0 0.09 0.73 0.067 0.44 0.00 0.44 0.0250 0.0200 2.0 0.0833 4.1650 4.12 0.95 3.5192 0.1466 0.1593 5.34 1.50 1.00 0.44 0.00 40SiR 3B 8.0 0.15 0.75 0.111 0.72 0.00 0.72 0.0500 0.0200 2.0 0.0833 4.1650 4.36 0.93 3.5182 0.1466 0.1564 8.19 0.98 1.00 0.72 0.00 42SiFi 3B 14.0 0.49 0.67 0.327 2.12 0.00 2.12 0.0500 0.0200 2.0 0.0833 4.1850 6.54 0.78 3.5192 0.1466 0.1344 74.72 0.99 1.00 2.12 0.00 44 3C 10.0 0.20 0.63 0.126 0.82 0.00 0.82 0.0500 0.0200 2.0 0.0833 4.1650 4.57 0.92 3.5192 0.1466 0.1549 8.69 1.15 1.00 0.82 0.00 46STR 2B 4.0 0.01 0.90 0.006 0.04 0.00 0.04 0.0200 0.0200 2.0 0.0833 4.1650 1.76 0.78 3.5192 0.1466 0.1344 2.03 1.97 1.00 0.04 0.00 46B 2B 8.0 0.13 0.90 0.116 0.78 0.00 0.76 0.0200 0.0200 2.0 0.0833 4.1650 5.27 0.78 3.5192 0.1466 0.1344 6.95 1.15 1.00 0.76 0.00 48 3B 8.0 0.17 0.62 0.103 0.67 0.00 0.67 0.0250 0.0200 2.0 0.0833 4.1650 4.84 0.89 3.5192 0.1466 0.1505 6.60 1.21 1.00 0.67 0.00 50 3B 12.0 0.59 0.45 0.263 1.71 0.00 1.71 0.0300 0.0200 2.0 0.0833 4.1650 6.64 0.76 3.5192 0.1466 0.1314 11.21 1.07 1.00 1.71 0.00 52 3B 8.0 0.16 0.74 0.122 0.79 0.00 0.79 0.0500 0.0200 2.0 0.0833 4.1650 4.52 0.92 3.5192 0.1466 0.1549 8.57 0.93 0.99 0.79 0.01 58 52B 3B 8.0 0.29 0.51 0.146 0.95 0.00 0.95 0.0500 0.0200 2.0 0.0833 4.1850 4.84 0.88 3.5192 0.1466 0.1490 9.47 0.84 0.96 0.92 0.03 58 54SiR 3B 12.0 0.28 0.78 0.219 1.42 0.00 1.42 0.0500 0.0500 2.0 0.0833 1.6660 3.18 0.98 2.7992 0.1166 0.1643 10.58 1.13 1.00 1.42 0.00 56 2B 8.0 0.18 0.78 0.143 0.93 0.00 0.93 0.0350 0.0200 2.0 0.0833 4.1650 5.13 0.88 3.5192 0.1466 0.1490 8.43 0.95 1.00 0.92 0.00 58SiFi 2B 10.0 0.28 0.64 0.161 1.18 0.04 1.22 0.0350 0.0200 2.0 0.0833 4.1650 5.68 0.85 3.5192 0.1466 0.1446 9.61 1.04 1.00 1.22 0.00 60SiR 3B 12.0 0.54 0.89 0.480 3.12 0.00 3.12 0.0200 0.0500 2.0 0.0833 1.6660 5.06 0.78 2.7992 0.1166 0.1410 12.25 0.98 1.00 3.11 0.00 62 3C 8.0 0.19 0.87 0.162 1.05 0.00 1.05 0.0200 0.0500 2.0 0.0833 1.6660 3.37 0.93 2.7992 0.1166 0.1585 7.24 1.11 1.00 1.05 0.00 64 3B 4.0 0.08 0.61 0.048 0.31 0.00 0.31 0.0100 0.0200 2.0 0.0833 4.1650 4.30 0.93 3.5192 0.1466 0.1564 3.54 1.13 1.00 0.31 0.00 66 3B 4.0 0.02 0.75 0.012 0.08 0.00 0.08 0.0100 0.0200 2.0 0.0833 4.1650 2.59 0.99 3.5192 0.1466 0.1652 1.95 2.05 1.00 0.08 0.00 68 2B 8.0 0.22 0.67 0.148 0.96 0.00 0.96 0.0300 0.0200 2.0 0.0833 4.1650 5.35 0.86 3.5192 0.1466 0.1461 8.26 0.97 1.00 0.96 0.00 78 3B 8.0 0.13 0.77 0.099 0.65 0.00 0.65 0.0300 0.0200 2.0 0.0833 4.1650 4.61 0.91 3.5192 0.1466 0.1534 6.79 1.18 1.00 0.65 0.00 80 3B 8.0 0.20 0.68 0.136 0.88 0.00 0.88 0.0300 0.0200 2.0 0.0833 4.1650 5.18 0.88 3.5192 0.1466 0.1490 7.87 1.02 1.00 0.88 0.00 124D 2B 14.0 0.66 0.83 0.546 3.55 0.00 3.55 0.0190 0.0200 2.0 0.0833 4.1650 9.51 0.58 3.5192 0.1466 0.1050 15.20 0.92 0.99 3.51 0.04 130 128 3B 10.0 0.26 0.76 0.200 1.30 0.00 1.30 0.0340 0.0200 2.0 0.0833 4.1650 5.65 0.83 3.5182 0.1466 0.1417 8.82 1.01 1.00 1.30 0.00 132SiR 2B 6.0 0.14 0.78 0.111 0.72 0.00 0.72 0.0056 0.0200 2.0 0.0833 4.1650 6.59 0.46 3.5192 0.1466 0.0875 6.03 0.99 1.00 0.72 0.00 98 3B 4.0 0.04 0.90 0.034 0.22 0.00 0.22 0.0400 0.0200 2.0 0.0833 4.1650 2.93 0.99 3.5192 0.1466 0.1652 4.53 0.88 0.98 0.22 0.00 986 3B 4.0 0.02 0.90 0.019 0.12 0.00 0.12 0.0870 0.0200 2.0 0.0833 4.1650 2.01 0.99 3.5192 0.1466 0.1652 4.41 0.91 0.99 0.12 0.00 100 3B 10.0 0.08 0.90 0.071 0.46 0.49 0.96 0.0870 0.0200 2.0 0.0833 4.1650 4.37 0.99 3.5192 0.1466 0.1652 70.54 0.95 1.00 0.95 0.00 102S7R 3B 4.0 0.18 0.84 0.150 0.98 0.00 0.98 0.0780 0.0200 2.0 0.0833 4.1650 4.50 0.92 3.5192 0.1466 0.1549 10.70 0.37 0.57 0.56 0.42 100 110SiR 3B 8.0 0.18 0.82 0.145 0.94 0.00 0.94 0.0780 0.0200 2.0 0.0833 4.1650 4.44 0.92 3.5192 0.1466 0.1549 10.53 0.76 0.92 0.87 0.07 100 114 3B 4.0 0.01 0.90 0.013 0.08 0.00 0.08 0.0500 0.0200 2.0 0.0833 4.1650 1.93 0.99 3.5192 0.1466 0.1652 3.18 1.26 1.00 0.08 0.00 138 3B 6.0 0.09 0.90 0.079 0.51 0.00 0.51 0.0276 0.0200 2.0 0.0833 4.1850 4.29 0.93 3.5192 0.1466 0.1584 5.95 1.01 1.00 0.51 0.00 140 3B 6.0 0.08 0.90 0.074 0.48 0.00 0.48 0.0278 0.0200 2.0 0.0833 4.1650 4.18 0.93 3.5192 0.1466 0.1564 5.80 1.04 1.00 0.48 0.00 186SiR 3B 4.0 0.05 0.62 0.030 0.19 0.00 0.19 0.0500 0.0200 2.0 0.0833 4.1650 2.66 0.89 3.5182 0.1466 0.1652 4.55 0.88 0.96 0.19 0.00 INV OU DROP I AT TH OF 435 STA:25+4314E RIM:434-79 INV IN. 42334 FROM MHu O SCOTT R. COLLINS INV IN. 427.34 FROM MH25 U Lic. No. 035791 430 MH7 INV OUT. 423.14TO MHg IDROP INLET FROM 0 11/17/24 MH25 AT ELE . 423.34 STA:23+42.49 s"'IONAL RIM:415.91 'F yG INV IN. 409.77 FROM MH8 STANDARD INTERNAL DROP CONNECTION INV OUT. 409.57TO MH6 MH8 60" DIAM. MANHOLE (ACSA REVISE 425 STA:22+21.81 STANDARD 8/4/2024) R I M:417.90 MH6 INV IN. 410.51 FROM MHg MH4 INV OUT. 410.31 TO MH7 MHz STA:17+11.77 STA:2o+80.12 MHg STA:13+oo.4z MH3 RIM:412.77 RIM:415.75 STA:25+09-93 RIM:41o.5z STA: 15+z3.93 INV IN. 404.19 FROM MH5 INV IN. 409.2o FROM MH7 RIM-419.71 420 INV IN. 401.32 FROM MH3 RIM:412.23 INV OUT. 403.99 TO MH 3 INV OUT. 409.00 TO MH5 INV IN. 413.2i FROM MHio l/ MH5 EXMHol . . INV OUT4ollz TO MHl INV IN. 402.86 FROM MH4 INV OUT. INV OUT. 413.01 TO MH 8 STA:io+oo.00 402.66TOMHz EX.RIM:409.02 STA:20+43.i8 _- - INV IN. 399.z3FROM MHI i -` RIM:41S.52 ' -- 1 EX. INV IN. 399.49 (8" PVC) MHi INV IN. 4o6.86 FROM MH6 i\ k EX. INV OUT. 399.03 (8" DIP) STA:12+54.83 i \ INV OUT. 406.66 TO MH4 RIM:405-77 i - _- - z ca Z co INV IN. 400.85 FROM MH 0 U a U) INV OUT. 400.65 TO EXMHoi - -- - - - - - - - F- cD z / - - ----------- ,w a N 410 8" SDR-z6 PVC Z LO Z g z t z LF @ 0.87 0 0 0- m --- z6 z84.1z O z0 `----- -' 8"SDR-z6PVC LF Qa 5.33LF 75.33 o.68/0 .68 � U) i--- 58.3 LF @a o.60% ,w Q o Q __ _ / ' H w z w z 405 - a 8" SDR z6 PVC 8"SDR-26 PVC W ,;, a ,; a 3z7.4 z LF 0-75% 32.98 LF Qa 5.79% x o_ x a 8" SDI z6 PVC 183.84 LF t7a o.60% 8" SDR-z6 PVC 400 11g.51 LF Oa o.60% 8" SDR-26 PVC 250.84 LF Qa o.56% 8" SDR-26 PVC 41.59 LF t7a o.6o% 395 392 w N N N y H M co m O ,y. tD N V) ri W t� Vl p S Ol O 0) O t+1 00 n ^ N 40 N �D VI ei p l!1 Ol �O N 00 d N l0 1 tO �' M rl h t+1 N n N N N Ol N t0 ^ OR 00 tO N 00 .t f+'1 t0 N 00 ,.y n O ri N O1 rl rI d S ^ M w 00 O 0O tD O 6 lO O 6 l0 6 lD t0 In O ul O p Ol W 00 W Ol O Ol ri N rl N N N N N N m tO I� ^ .- M N m m m S Vl I� rl ^ Vl Vl n ri 00 00 00 l0 I� ri p S O .t p O .t p O S p S p •i S 'i O d p O d p d p �t 'i .t •i N 3' 'i •i .t •i 'i d •i ri .t ri 'i 'i ri ci S S ri '1 d d ri •i .t •i 'i S 'i ri .t 'i ♦i 1 d 'i 'i S ri ri d ri ri .t ,y f �-I d' ,y d rl d ri •i .t ri S ri 1 O S �- �. �. S S d S 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+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 MH13 - EXMHol co co z zN MHzl STA:26+03-49 RIM:434-01 H INV IN. 423 51 F� NOTES: INV IN. FROM MH12 MH12 MH13 04 V J 1. CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR INV OUT. 423.71 TO MHlo DROP INLE FROM MH16 STA:26+72.58 RIM:432.85 STA:28+o8.46 RIM:430.97 O j 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, PLOWABLE FILL, CONFORMING TO SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING ELEV. 4 3.91 INV 424 FROM MH13 INV FROM MH14 (V Q MHlo M . INV OUT. 4z4.zg TO MHll O T. O T. 425. INV OUT. 4z5.z3 TO MH12 (V TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER "BACKFILLING". STA:25+43.14 z VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G Q 2. ALL FILL TO BE PLACED AT 95% COMPACTION. RIM:434-79 i 3. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. INV IN. 42334 FROM MHll u- 4. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF INV IN. 427.34 FROM MH25 w W SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. INV OUT. 4z3.14 TO MHgA 430 S. ALL DRAINAGE STRUCTURES SHALL BE PROVIDED INLET SHAPING IN DROP INLET FROM J w LL- ACCORDANCE WITH VDOT STANDARD IS-1. MH25 AT ELE . 423.34 - _ /� Q 6. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE i V / STEPS IN ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2oo8 ROAD AND RD INTERNAL DROP CONNECTION i \ U) BRIDGE STANDARDS. " DIAM. MANHOLE (ACSA REVISE _uj 7. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE STANDARD 8/4/2024) SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 2008 ROAD AND BRIDGE STANDARDS. 8" SDR-z6 PVC O Lu 8. ALL STEP DOWN DRAINAGE STRUCTURES WITH VERTICAL DIFFERENCE BETWEEN THE INVERTS OF THE INLET PIPE AND THE OUTLET PIPE IN EXCESS OF 4' MAY BE MHg 2 1' 3 8' 131.88 LF [7a o.54% J STRIM:4 9.93 8" SDR-z6 PVC PROVIDED A" STEEL PLATE IN THE BOTTOM OF THE MANHOLE, OR AN RIM:419.71 65.09 LF �a o.55% uj ADDITIONAL 6" OF CONCRETE AT THE BOTTOM OF THE STRUCTURE TO PROTECT INV FROM MHlo END PHASE I = z THE MANHOLE, ESPECIALLY WHERE FLOW IS EXPECTED TO CARRY ANY ABRASIVE INV V OUT. OUT. 413.01 TO MH \ SANITARY SEWER w v MATERIAL, CONTINUOUS LIVE FLOW OR LIVE FLOW LASTING SEVERAL DAYS IS � (� EXPECTED, OR THE SIZE OF PIPES IS 48" OR GREATER. \ 83 \\\ g. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE 123 8" DIP ' L.L PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 18INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN 56.36 LF Wa 0.61% J Y Q 415 O ACCORDANCE WITH VDOT 2o2o ROAD AND BRIDGE SPECIFICATION 303.04(h) w I~ -I 8" DIP in �- w z 29.41 LF �a 29.90% ANCHOR PIPE AS � REQUIRED BYACSA z W 410 � 0 F- NOTE: DUC ILE IRON SANITARY MAIN PIPES w SHALL BE 1 ' OR 20' AND INSTALLED WITH e w VERTICAL GRAPHIC SCALE x RESTRAINED JOINTS BETWEEN MH 10AND MH s o z.s s io zo ' Ln 11. THE MIDDLE OF THE PIPE SHALL BE A 20' J H LONG PIPE SECTION OVER THE STORM PIPE. ~ 405 E- w Lu ( IN FEET) 1 inch = 5 ft. w z j w v HORIZONTAL GRAPHIC SCALE a 40o Q/ O so o 25 so ioo zoo V _ uMEL w ( IN FEET) 395 (V t5 J 1 inch = 50 ft. w F- O w 392 a m JOB NO. 0 O a) O W m N a, It 232220l IN l6 '^j ri Nl d N N � Vl a s H a H a a �D Ol a N IN l6 N SCALE V:1"=5' H: 1" = 50' SHEET NO. )0 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 20 OF f O SCOTT R. COLLINS - U Lic. No. 035791 4' 11/17/24 �sS10 AL MH24A STA:23+97.S8 485 RIM:478.85 485 INV OUT. 468.00 TO MH24 MH24 STA:23+47.65 RIM:478.28 480 _ \ INV IN. 463.o8 FROM MH24A 480 ' M H 23 INV OUT. 462.88 TO M H 23 STA:2o+66.46 J J RIM:470.58 \ INV IN. 46o.2o FROM MH24 F i MH22 INV OUT. 46o.00TO MH22 z j U) CO 475 STA:19+3538 4751 0 U `n MH23. RIM:466.9-1 a u) (D z STA:17+5o.84 INV IN. 457.io FROM MH23 rr _ - - �// a S H2O + 2 4 493 INV OUT. 456.90 TO MH21 - \ Z w z g z z g C MH3.g RIM:459.13 INV IN. 452.7o FROM MH22 p 470 STA:13+29.23 INV IN. 449.99 FROM MH21 [RIM:463.39 INV OUT. 2. oTO MH20 45 5 22" D.I. W/L N 470 N z n # w RIM:454 0o INV OUT. 449.79 TO MH19 3 5' CROSSING Ln J o in J INV IN. 4433o FROM MH20, -- M N. \ w z z INV OUT. 443.10 TO MHi8 w MH18 _ 6' FIRE LINE MIN, \ BUILDING 2 o STA:3.2+67.92 i CROSSING \ 6" SDR z6 PVC W w Ln Ln 465 RIM:452.00 \ i \ oho SANITARY LATERAL /cp, = _ INV IN. 442.52 FROM MH3.g i PAVILION a o \ \\ i / 7' 4" WATER LAT. S 3' i4" INV OUT. 442.32 TO MH17 SDR 26 PVC i S CROSSING SANITARY LATERAL $ o 460 46A s° DIP 460 � \ i MH17 �77 zo LF � 0.95% BUILDING 1 STA:11+56.48 / \\ pV CLUBHOUSE 6" SDR 26 PVC SANITARYLATERAL INV IN. 440.58 FROM MH98 / \\ / 09 z6 F 2.21% 4" SDR 26 PVC 455 INV OUT. 440.38TO MH3.6 RE LINE MI 4" WATER LAT. - 31, 7. lz7 9 SANITARY LATERAL 455 MH16 STA:3.o+6o.66 CROSSING CROSSING 6PVC• BUILDING 3 RIM-450.16 / 17 8" sop'-2z.z7% 6" SDR 26 PVC w Q N N N INV IN. 439.zo FROM MH17 / 3 4' 18o•55�F SANITARY LATERAL INV OUT. 439.00T0 MHl3. BUILDING 5 0 �+ 450 S,0' 8" SDR-z6 PVC 8" SDR 26 PVC 450 3.5' LF Qa o.83% SANITARY LATERAL 8" D.I. W/L M N 12" D.I. W/L 2 97.5 3,5' CROSSING // CROSSING M N. % 77 445 71 6e�COlt pR'�5� 445 C7 z 5,6' N y,S�F 116. Z MH11 g" SDR-26 PVC BUILDING 4 N STA:26+o3.49 - RIM:434-01 6 2 PVC 57.32 LF @ 0.950/0 8" SDR 26 PVC 440 INV IN. 428.5o FROM MH16 8„ SDR_z6 @1.560/0 SANITARY LATERAL � W INV IN. 423.91 FROM MH12 8" SDR-26 PVC lo7.45LF INV OUT. 423.71TO MHlo 9183LF Qa 1.23°7° 1 DROP INLET FROM H16 BUILDING 6 'F--1 AT ELEV. 42 .91 8" SDR 26 PVC O y 435 SANITARY LATERAL 435 J WN N Q / / II W z 8" DIP > LL V) 430 56.78 LF Qa 3.7.32% 430 W � NCHOR PIPE S W ~ J REQUIRED BY CSA z J W LL U) 425 425 (n Q W L9 STANDARD INTERNAL DROP CONNECTION 0 W 60" DIAM. MANHOLE (ACSA REVISED 420 STANDARD 8/4/2024) 420 z _j < ~ W 418 418 2 w W� 2 N •i W 00 O 0 Ol O 00 QO Q) 0) O Ol ^ ci M 1� l0 00 L!1 N Ol n r\ VI 0 1 O M 'i N ~ M l0 ^ Ol ll•1 ~ �t S n 00 M 01 lfl O m ^ N l0 00 It M 0) l(1 Ol ~ N O °D Vl 'i O M L ri d 1 M 'i O r1 O 00 O N 1� r\ �(1 'i ri l0 M N lD 1� l0 1� ^ 01 lD S t0 O r\ Vl 4 r\ rj N "o 4 r` l0 N r` 'o M N ^ �} Vl n 00 n y, O 00 t\ r` r` 00 r` T M r` O rl 1 r` It N N n O I� lD l6 N l0 Op l0 l0 n 00 ^ L.L /� < y� � S �' f � S � � � � tO � � S ^ 3' ^ ^ ^ ^ d O W z 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+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00- MH24A-MH11 � w NOTES: F 1. CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, CONFORMING e W , ^ TO SECTIONS 2o5, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING W TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.o3(a)2G "BACKFILLING". J 2. ALL FILL TO BE PLACED AT 95% COMPACTION. Cf) H 3. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 4. MINIMUM OF 3.' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF j SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 5. ALL DRAINAGE STRUCTURES SHALL BE PROVIDED INLET SHAPING IN VERTICAL GRAPHIC SCALE W J ACCORDANCE WITH VDOT STANDARD IS-3.. 6. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE 5 0 2.5 5 10 20 O J STEPS IN ACCORDANCE WITH STANDARD ST-3.AS FOUND IN THE 2oo8 ROAD AND O BRIDGE STANDARDS. r r� 7. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE IN FEET ( ) SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 2oo8 I inch 5 ft. u w ROAD AND BRIDGE STANDARDS. C) 8. ALL STEP DOWN DRAINAGE STRUCTURES WITH VERTICAL DIFFERENCE BETWEEN THE INVERTS OF THE INLET PIPE AND THE OUTLET PIPE IN EXCESS OF 4' MAY BE HORIZONTAL GRAPHIC SCALEuj w PROVIDED A" STEEL PLATE IN THE BOTTOM OF THE MANHOLE, OR AN ADDITIONAL 6" OF CONCRETE AT THE BOTTOM OF THE STRUCTURE TO PROTECT 50 0 25 50 100 200 a � THE MANHOLE, ESPECIALLY WHERE FLOW IS EXPECTED TO CARRY ANY ABRASIVE JOB NO. MATERIAL, CONTINUOUS LIVE FLOW OR LIVE FLOW LASTING SEVERAL DAYS IS Z 32Z2O EXPECTED, OR THE SIZE OF PIPES IS 48" OR GREATER. ( IN FEET ) 9. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE 1 inch = 50 ft. SCALE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 18INCHES IN V: 1" = 5' THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN H: 1" = 50' ACCORDANCE WITH VDOT 202o ROAD AND BRIDGE SPECIFICATION 303.04(h) SHEET NO. 21 INV IN. 42334 INV IN.42734 INV OUT. 42 DROP INLET MH25 AT ELI MH27B STA:12+70.42 475 RIM:467-43 4553o FROM MH28 INV IN. M INV OUT. 455.10 TO MH27 STA:ii+96.36 R I M:466.57 INV IN. 454.2o FROM MH27B 470 INV IN. 454.2o FROM MH37 INV OUT. 454-oo TO MH26 MH26 I 465 STA:ii+40.32 - RIM:458.66 / 17 Ll 3 5 INV IN. 452.21 FROM MH27 M N' INV OUT. 452.o3. TO MH25 / 12" D.I. W/L / CROSSING MH25 / 460 STA:10+75.21 / RIM:458.83 5 4 INV IN. 449.8o FROM MH26 101 INV OUT. 44�-93 TO MHio gMH2 DROP INLET FROM F3,5' AT ELEV. 442. 3 12" D.I. W/L 1' 455 CROSSING z sn 2 LJ r zs SDR-26 PVC 3. i i 8„ LF @ a R z6PVC% 50 3s9 xG s 70.o6 450 ,- 5zo7 ENDPHASEI MHio 8Qa3v�°� ,TA:25+43.14 613 1 SANITARY SEWER RIM:434-79 / / FROM MHii FROM MH25 TO MHg 3.14 FROM V. 423. 4 440 STANDARD 60" INTERNAL DIAM. MANHOLE DROP CONNECTION (ACSA REVISED STANDARD 8/4/2024) / 435 1 2 j 8" DIP 1 //A 71.35 LF Qa 19.39% j ANCHOR PIPIE AS 430 REQUIRED BY ACSA / / / / 425 1 j / i / / / STANDARD INTERNAL DROP CONNECTION 420 60" DIAM. MANHOLE STANDARD (ACSA 8/4/2024) REVISED 418 N 0) 't ^ Ol H n N ci d w 0 10+00 10+50 11+00 11+50 12+00 MH30 - MHso VERTICAL GRAPHIC SCALE ( IN FEET ) 1 inch = 5 ft. 12+50 13+00 NOTES: z. CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 2iB, FLOWABLE FILL, CONFORMING TO SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G "BACKFILLING". 2. ALL FILL TO BE PLACED AT 95%COMPACTION. 3. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 4. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5, OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. S. ALL DRAINAGE STRUCTURES SHALL BE PROVIDED INLET SHAPING IN ACCORDANCE WITH VDOT STANDARD IS-1. 6. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-i AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. 7. ALL DRAINAGE STRUCTURES WITH A DEPTH OF z2' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-iAS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. 8. ALL STEP DOWN DRAINAGE STRUCTURES WITH VERTICAL DIFFERENCE BETWEEN THE INVERTS OF THE INLET PIPE AND THE OUTLET PIPE IN EXCESS OF 4' MAY BE PROVIDED Az" STEEL PLATE IN THE BOTTOM OF THE MANHOLE, OR AN ADDITIONAL 6" OF CONCRETE ATTHE BOTTOM OF THE STRUCTURE TO PROTECT THE MANHOLE, ESPECIALLY WHERE FLOW IS EXPECTED TO CARRY ANY ABRASIVE MATERIAL, CONTINUOUS LIVE FLOW OR LIVE FLOW LASTING SEVERAL DAYS IS EXPECTED, OR THE SIZE OF PIPES IS 48" OR GREATER. g. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 18 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 202o ROAD AND BRIDGE SPECIFICATION 303.04(h) IN 2-12"1 TO w (P) 6' (P) 12 2-: 8" WATI 485 485 480 480 (P) FIRE HYDRANT ASSEMBLY, 6" G.V. 475 (P) 6"x4" TEE A-75 I4" G.V. (BLDG. 2 & POOL) (P) 6"x6" TEE (P) 8" D.I. WATERLINE 6" G.V. (BLDG. 2) (P) 6"-90° BEND 470 (P) 8"x4" TEE 4" G.V. (BLDG. 1) � 470 1,5' (P) 8"x6" TEE 6 G.V.(BLDG.1) 'x8" TEE 31 465 2" G.V., P) 8"-12.25° BEND _/ G.V. TO \ :RLINE 1 i' (P) 8"-22.5° BEND i I\ /_ P) 8"x6" REDUCER 460 \\ (P)FIRE HYD. ASSEMBLY, 460 6" SDR 26 PVC SAN. 8"x6" TEE, 6" G.V. LATERAL BLDG.i 458 ELEV.463.28 458 l0 l0 l0 NO W N rl 0) 3 .} m t S S d d 1 05 10+00 10+50 11+00 11+50 12+00 12+50 WATERLINE z 485 485 480 `` 480 \ 475 475 470 `\ 470 465 465 3�5' (P) FIRE HYDRANT M N, ASSEMBLY 12"x6" TEE 6" G.V. ;.V., 6" G.v. 460 ATERLINE 1 1.11i 1\ D.I. WATERLINE P) 6"-22.5° BEND P) 6"-90° BEND 46A 455 455 452 452 '-! N N O It t0 n Ol O D 0 �: D f o 10+00 10+50 11+00 11+50 12+00 12+50 WATERLINE (P) t-12" C TO W, 13+00 13+50 490 490 i 485 485 480 480 475 1 1 1 475 470 470 1' -:5�R (P) FIRE HYDRAI 465 ASSEMBLY 6" G.V. (P) 6"-90° BEND 53 P) 6" D.I. WATERLINE 460 52A 460 (P) 12"x6" TEE 2-12" G.V., 1-6" G.V. 458 CONNECT TO WATERLINE 1 458 00 N O � 00 M N cc ^ tD W r 10+00 10+50 11+00 11+50 WATERLINE 5 (P) AIR RELEASE 455 VALVE 455 (P) 8" PLUG & 8" GA FOR CONNECTION T FUTURE PHASE III 8" D.I. WATERLINE 450 450 Z' i \ 65 445 \ 445 12"x88 TEE 1 4 P) 8" D.I. WATERLINE .V., 8" G.V. \TERLINE 1 i 75 440 / 440 (P) 8"x6" TEE 6i G.V. (BLDG. 6) 17-16 (P)8"x4" TEE 87 4 G.V. (BLDG. 6) P) 8"-12.25° BEND (P) FIRE HYDRANT ASSEMBLY 435 8"x6" TEE, 6" G.V. 435 430 430 428 428 N m N y� �' O � Y�1 M N N •i W M O n'1 S 01 �y Cl f f O N Ln It.t f 4 Ln .t ., 't 3 S d S .t 10+00 10+50 11+00 11+50 12+00 12+50 WATERLINE 4 13+00 13+50 VT 7 oe17�'V'yH OF f O SCOTT R. COLLINS - U Lic. No. 035791 VI O m H Lu w 11/17/24 �sSIONAL z O o_ u U rn w 0 z O U) Lu mF g "' CO �Ln o Ln Ln (D z J N z g 5 Lu ~ Lu L 0 J Z w Z � o � o .. Lu ¢ w w c rn CA L9 C'7 ZM N (y) O WCY) N W> zw J w 9 Zo� Q W� F5 U w z j e w w VJ O ry Q uC) O N Lu Q z F� LL F--1 Lu F_� LL U) F-1 2 O HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. JOB NO. 232220 SCALE I V:1"=5' H: 1" = 50' SHEET NO. 22 OF f 490 Wet Tc p on RWSA Waterline 7� "A min mum of 3 business days notice shall be given w RWSA prior tc installation of O SCOTT R. COLLINS the tar ping sleeve. Please see the nol a on sheet "5A Utility Plan she t" for more 16 Lic. No. 035791 4' �o� inform ition regarding the connection to the RWSA waterline" 11/17/24 �sSIONAL 485 I \ I 0 48EX. J CONTRACTOR SHALL CONFIRM DEPTH OF EXISTING UGT UNDERGROUND TELEPHONE LINES AND PROVIDE i' VERTICAL CROSSING CLEARANCE FROM THE PROPOSED 12" D.I. WATERLINE i 475 (P) 12" PLUG FOR FUTURE i (P) 12"x4" TEE CONNECTION D.I. k 1, L7' 4" G.V. (BLDG. 3) i---1 WATERLINE FROM M RC ARCHER F NORTH DEVELOPMENT m J CO 470 \ 3.5' (p) 12"x6" TIE p oLn N 6" G.V. (BLDG. 3) , ,w a z P 24"x12" T.S.&V. O (P)FIREHYDRANT \ ' \ , V/ U U 'y z z —CONNECT TO EXISTING \� / ASSEMBLY � _�� \ w z z 24" RWSA WATERLINE� 5' ,G.V. w 465 (P) 12-12.25 BEN in Ln Ln3 \ \ 5.3' (P) 12' x8 TEE 3.5' 1,1 V' ~ > Lu z z o J z \\ 2-12" G.V. & \ M N, > o ii 177 \ 8" G.V. TO ` / 139 uu'i a U) 460 WATERLINE 2 49 \ / ' _ _ D (P) FIRE HYDRANT \\\ CROSS 117 ASSEMBLY (P) 12"x6" TEE (P) 12" D.I. WATERLINE 1 2 2-12" G.V. & 18" � 12 x6 TEE, 6 G.V. G.V., 6 G.V. 5 4' 2-8" G.V. TO 50 LF (P) 12"-12.25° BEND TO WATERLINE 5 (P) 12"x6" TEE 19 \\ 1.1 D.I. WATERLINE WITH I 6" G.V. (BLDG. 5) 57 TWO 8"-22.50 BENDS, 455 \\ (P) 12"x6" TEE P) 12"-12.25° BEND (p) 12"x4" TEE \ AND TWO 8" PLUGS 24-23 2-12 G.V., 6 G.V. 4" G.V. (BLDG. 5) SEE PLAN SHEET \ 1,2' 1 „ (P) 1 CORP. STOP (P) 1 CORP. STOP TO WATERLINE 3 \ \ / 99 27B-27 y / & 1" COPPER I & 1" COPPER (P) FIRE HYDRANT \ 3'0' / SERVICE LINE SERVICE LINE ASSEMBLY \ (P) FIRE HYDRANT (CLUBHOUSE) (IRRIGATION METER) 12"x6" TEE, 6" G.V. \\ ASSEMBLY 450 26-25 12"x6" TEE, 6" G.V. (P) 12"x6" TEE w N N N 6" G.V. (BLDG. 4) (P) 12"x4" TEE o 4" G.V. (BLDG. 4) 3,3' 1'2 445 � / (P) FIRE HYDRANT \\ 1,1 79 P) 12"-12.25° BEND ASSEMBLY 12"x6" TEE, 6" G.V. (P) 12"-12.25° BENJ \ J\ \ (P) 12"x8" TEE L9 � 440 19-18 \ 2-12' G.V., 8" G.V. ` ico TO WATERLINE 4 (P) 12"-12.25° BEN \ z (P) 12"-12.25° BEN \\ (P) 12"-12.25 BEND z (P) FIRE HYDRANT CO ASSEMBLY 435 12"x6" TEE, 6" G.V. j LU 1 1 ' ^ V 1 � 430 J N Q ' W z ; LL 425 � / Z J W _J i (A 420 W Q L U IJ-I L9 LL 10 Cl- 0 123 1 415 z � Q 412 U LU F— N M ^ CO 00 �(1 O) 'o N 0) N 00 O 00 M M d +T M Vl O y� lD 0) � M Vl ^ 00 00 M M N Ln ri N lD m H. H O 0) lD Vl �1' N cn M N O O 00 It �} M 1� 1� M 1� r, M l!1 l!1 f 'i O 00 Vl M l0 d �. 111 00 ^ N O ^ l0 3 O 00 O In (1 00 3 10 .t M M N ^ rl I\ O O 01 N 1� ~ tD Vl M l!1 S S O m �-I N 00 lfl N O cn Ol ~ Ol O N rl O M �D O �t N 00 01 00 •i f n It .t n �. .t n Ln t n f A 00 l0 00 w 00 tD ^ l0 l0 w d `t ID lD ^ lJ ^ .t S Vl w ? * l!1 lD "t s u1 � S Vl It `t d d .t M .t Ln N .t Lh N 't l!1 M S L!1 � It It W d ID ^ It S w ^ S ID ^ It \t O in 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+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 WATERLINE 1 z w NOTES: Fz i. CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 23.A OR 2iB, FLOWABLE FILL, CONFORMING e , ^ TO SECTIONS 205, 208 OR 249 RESPECTIVELY, OR CRUSHED GLASS CONFORMING I TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER Of J VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03(a)2G "BACKFILLING". J 2. ALL FILL TO BE PLACED AT 95% COMPACTION. (n lill-1 3. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 4. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF VERTICAL GRAPHIC SCALE j SEPARATION BETWEEN W/L& SANITARY SEWER MUST BE PROVIDED. w 5. ALL DRAINAGE STRUCTURES SHALL BE PROVIDED INLET SHAPING IN 5 0 2.5 5 10 20 J IS-3.. ACCORDANCE WITH VDOT STANDARD IS-. J 6. ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE � O STEPS IN ACCORDANCE WITH STANDARD ST-i AS FOUND IN THE 2oo8 ROAD AND Q 0 ( IN FEET) BRIDGE STANDARDS. 1 inch = 5 ft. 7. ALL DRAINAGE STRUCTURES WITH A DEPTH OF i2' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-i AS FOUND IN THE 2oo8 Q U w ROAD AND BRIDGE STANDARDS. HORIZONTAL GRAPHIC SCALE C) 8. ALL STEP DOWN DRAINAGE STRUCTURES WITH VERTICAL DIFFERENCE BETWEEN N t THE INVERTS OF THE INLET PIPE AND THE OUTLET PIPE IN EXCESS OF 4' MAY BE 50 0 25 50 100 200 u w PROVIDED A?" STEEL PLATE IN THE BOTTOM OF THE MANHOLE, OR AN 0 _ ADDITIONAL 6" OF CONCRETE AT THE BOTTOM OF THE STRUCTURE TO PROTECT L a cn THE MANHOLE, ESPECIALLY WHERE FLOW IS EXPECTED TO CARRY ANY ABRASIVE ( IN FEET) JOB NO. MATERIAL, CONTINUOUS LIVE FLOW OR LIVE FLOW LASTING SEVERAL DAYS IS 1 inch = 50 ft. 232220 EXPECTED, OR THE SIZE OF PIPES IS 48" OR GREATER. SCALE 9. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN i8INCHES IN V: 1" = 5' THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN H: 1" = 50' ACCORDANCE WITH VDOT 202o ROAD AND BRIDGE SPECIFICATION 303.04(h) SHEET NO. 23 r.� r.� � A � I 48o \ EXISTING GRADE \ 48o SIGHT DISTANCE_24$ HT. OF O BJ.=3.5' / 475 \ / 475 \ YE=3.5' / TDISTgNCE=280' 77SIG / 28 \ PROPOSED GRADE / 470 \ / / / OBJ.=3.5' T. OF 470 \ \ 465 \ / 465 \\ 46o // 46o 455 \ / 455 454 454 1 tp N W 0 N W m m W t, N It It .I It t Co r 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 L8C 15+00 15+50 v / ' \ 480 48o HT. OF SIGHT D'_S_TANCE=267' \ \ OBL=3.5' EXISTING GRADE 475 `V � / � 475 � \ \ HT. OF EYE=3.5' / / SIGHT � ANC =280' PROPOSED GRADE / 470 \ 470 / \ / HT. OF 465 465 \ 46o \ / 46o 455 v v / 455 v \ / 452 \ 452 Cl M M M N M M M M M O NO n M tp S t^n �� d M S 'i ^ rl S O W Ql � DJ D 3 r t 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 48o / / \ 48o 475 OBJ03 5 HT T� E_2 0 EXISTING GRADE \ \ 475 / HT. OF 1 G�DI�N`28�\ 470 EYE=3.5' � l 470 PROPOSED GRADE HT. OF / O BJ.=3.5' 465 / / 465 / / / 46o / 46o / 455 / 455 1 / 452 / 452 O N O O O O O M ^ ry tD N 1� N ri r`_ t!1 LG ry Vl ID n l!'1 C- r-. Ol N N M DJ W M I� CO Ol "� �: r\ _ Li) `� n r` O r\ I� Ol LD tD Ol tD d 't ... .t `t .t �t d .t `t .t 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 SIGHT DISTANCE 3 ARCHER AVE 15+00 15+50 460 — 480 / \ 475 HT. OF 475 SIGHT / OBJ•=3.5' DISTAN�E_ EXISTING GRADE \ —� � 8o' \ \ 47 O / \ 470 HT. OF �GHT� 1 / EYE=3.5 HT ANCE_ so' \ HT. OF 465 465 PROPOSED GRADE / / 460 460 � / 455 / 455 452 00 rl lD I� Ol Ln W M Ln N O N Ol 00) vl c�j W W Lill N t0 O r O l0 Ol W W d' l0 � N d 6 tD �.t � ^ d � 0) �.t M .t f d S It d 1 d It d 3 r S d 10+50 11+00 11+50 12+00 SIGHT DISTANCE 4 ARCHER AVE 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+5o VERTICAL GRAPHIC SCALE ( IN FEET ) 1 inch = 5 ft. HORIZONTAL GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. OF O SCOTT R. COLLINS U Lic. No. 035791 11/17/24 4 �sSIONAL ECG\ m w m z o � z ,w a J N V/ Z Z Z ZU o g t 3 0 O g /A J J v, u w Z w Z W a � a v v v rn�-��-� o L9 "? z z CY) CY) J LU N U) W� O) J N Q W z > L 11-4 W J zLU W L~L \J O ) \ L�L L W = LU O U z Q z a We � 0 Y O Ul W (D z u) W 0 W W J � 0 J Q O uC) O w N u w r O F w w p_ ul JOB NO. 232220 SCALE V:1"=5' H: 1" = 50' SHEET NO. 24 480 480 475 \ � 475 \ 470 \ 470 HT. OF BHT \ SST NCf,2 � � -- 465 465 PROPOSED GRADE TH.O46o E= .5' \ \ 460 \ �G\\N\i2g0 \ 455 \ 455 \ \ HT. OF 450 \ OBJ.=3. ' 450 445 \ 445 \ \ EXISTING GRADE 440 \ 440 435 435 430 430 4z5 4z5 4z4 4z4 � l0 .Y m 3' Ol � 00 Vt lD O � In N O l0 N � N �T N l0 S � M O � pl 1� O O M N l0 ^ ul � ul �+ � rl O W •i � Ol O Ol o 0 TH OF t O SCOTT R. COLLINS — U Lic. No. 035791 �o� 11/17/24 �SS10 AL z Of w w z z w z J O U 0 SIG U F W Z M a U 3 O � a u~i (�.9 z a J N Z Z Z ax Z LU g LL O gLU .. Z U) G o F�1 o In Ln w (n J J 3 W Z_ w Z o � W Q LL � > o .. s w Q w LN a a - a d 0 U 0 0 U N 0 w \ \ \ U Q CD 0 ti L9 CM z zN Q ds cM WN U O 1 N (n O O� ° 10+50 a+oo 11+50 1z+oo 1z+50 13+00 13+50 14+00 14+50 15+00 15+50 10+50 11+00 11+50 1z+oo 1z+5o 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 N N 7 SIGHT DISTANCE 5 ARCHER AVE SIGHT DISTANCE 6 ARCHER AVE W Q > L 465 465 VERTICAL GRAPHIC SCALE W W Z J J J W 5 2.5 5 10 20 O > LL a ( IN FEET) W < lnlL c 0 1 inch = 5 ft. 0— w L9w HORIZONTAL GRAPHIC SCALE 0 i u 1 a 50 0 25 50 100 200 ` 3 1 0 = W ~ n ( IN FEET) U u 1 inch = 50 ft. 1 1 Q 0 Y O a W (�CD Ln > w Cn W z_ z Fz Q z w SIG ' ^ z_ W V/ 0 T � i--i J = n W 0 J N J x Q^ O L u C N O O w " O J H N u W H o W W O R O JOB NO. o 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 232220 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 SIGHT DISTANCE g ROSEMARY DRIVE SIGHT DISTANCE ROUTE 2g HS�ALE50' o SHEET NO. 25 460 DISTANC -� HT. OF 460 455 ITT � 455 YE=3.5' � HT. OF \S/GyT PROPOSED GRADE \ 445 // 445 HT. OF /\ / EXISTING GRADE) \ 440 440 435 � \ 435 430 \ 430 I� ^ n� � n ^ N y M N N N M N O � 470 � 470 \ 465 \ / 465 \ � HT.OF \ ' 460 \ \ O�jNG 460 \GNP HT. OF \ O�ANCF_ 455 455 \ JHT.O45oE=3.5' � 450 PROPOSED GRADE � � XISTING GRADE 445 445 \ I 440 \ I 440 � I \ I \ 435 \ I 435 \ \ \ I I 430 \ I / I 430 1 I , � I I / 4z5 \ 4z5 4zo \ / 4zo 1 / 4s8 \ / 4s8 Ol � O � N N n M 00 N ri M ul O O �y � CO m N m � tD ry N LD � f ri � Ol lD N � � 480 480 H .OF EYE=3.5' 475 AN E_590' — 475 �S _ ,J PROPOSED GRADE 470 470 HT. OF OBJ.=3.5' EXISTING GRADE 465 465 46z 46z m o� m� o �^.� m m io � n� Ol p � p � !+'1 tp � N,TH OF z O SCOTT R. COLLINS — U Lic. No. 035791 4' �0 11/17/24 �SS10 AL z z w w z z z w z J 0 U O C a U W C m m w Z D N i ,w a u~i c� z a Y/ � a Zu Z z Z W g LL g s O o. Z # 'o (F�1 0 L Ln r/ J J 3 W Z w Z o � LL Q LL C Q + y0 w ¢ w y W o a r OBJ.=3.5' U 2 c 0 U O O 2 0 U N v v a = 0 F M n n O QLu � p � O O N E 0 N M L9 z z co N Q 0 � � o cM d W N O D_ u J n O J a W N Q NN z W; cn z W �Lu N J J uj LL > p a c W o r O Lu 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 J ' 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 CALYX DRIVE SIGHT DISTANCE (EAST) = z < CALYX DRIVE SIGHT DISTANCE (WEST) W Lu TV 0 0 ulLu J 2 W (D \ CD w `/�^ / '—' w VJ w z_ CD Z o z w W z o z_ W 0 T H J = a 0 n W VERTICAL GRAPHIC SCALE J J x 5 0 2.5 5 70 20 < O N I I I 1 0 L iI� N v o ( IN FEET) C) w 1 inch = 5 ft. C) F N u F w F 0 HORIZONTAL GRAPHIC SCALE o W v O V) 50 0 25 50 100 200 O JOB NO. o 232220 0 ( IN FEET) SCALE o 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 1 inch = 50 ft. V: 1" = 5' y ROSEMARY COURT SIGHT DISTANCE HEE7 O. a SHEET NO. 26 480 480 HT. OF OB1.=3.5' \ 475 475 470 \ 470 H�. OF \ PROPOSED GRADE EYE= �5' \ 465 \ \ 465 460 460 D \ \ \ 455 = o 455 Z < \ A r \ HT. OF 0 450 < 0 < \ \ EXISTING GRADE 450 m m z \ 445 445 440 1 1 440 435 \I I 435 1 1 1 i I I 430 \ \ I I 430 \ I \\ I / 425 425 I 420 � 420 \ I _I 415 415 l+12 !}12 m l(1 oo rl r` O S �n o o I� m +� n 'i m ^ I� Vl � N O `U _ N OJ .t � l0 N � O L!1 4g� T.OF 480 475 475 47o HT. OF YE=3.5' \ 470 \ 465 \\ \ 465 \ �G \ \rqN 460 \\ \ 460 PROPOSED GRADE \ 455 \ \ 455 HT. F �\ \ OBJ.=3.5' 45o EXISTING GRADE \ 450 445 \ \ 445 440 \ 1 1 1 440 1 1 1 i 1 / 435 435 1 1 / I I 430 1 \ 1 I I 430 \ I \ 1 \ 425 / 425 I I 420 � 420 415 415 412 412 �t l!1 l!1 O 00 ,y Ol O m ,y � pp O N O Ol � m lD Ol I� N O Vt W ^ O1 1 O ll1 � m ^ Ol � 111 � rl � n d � rl M O \ EXISTING GRADE \\ 460 � 460 HT. OF � OBJ.=3.5' � Sl\DIST \ \ �qN 455 � \ IGNT 455 CE=��, \\� �STAN T.OF / / HT. OF 45� PROPOSED GRADE OBJ.=3.5' 450 445 445 442 442 Ol 1� � 1n � O � � n lD N O � lD l0 � lG � O tD M � Ol O lIt � 100 I! 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LL1 III ZJ J W U) Q z ila- 46B5--0J-10 0 Ur LOT 10 z a z � 1 _ wC) W 1 MH27 Uw J M TMP 46B5--OJ-11 H L,J LOT 11 U) W Zoo w V U) �--� LU J Luminaire Schedule Symbol Qty Label Arrangement Description Tag LLF Luminaire Lumens Luminaire Watts Mounting Height 65 OPF-S-A01-730-BLC Single GARDCO OPTIFORM-S A01 BLC AL1 1.000 4875 41.88 20 59 OPF-S-A01-730-T2M Single GARDCO OPTIFORM-S A01 T2M AL2 1.000 6991 41.88 20 Q 9 S-OSPxTx-C-25W-730-G1-2 Single LUMEC OMNISCAPE 25W TYPE 2 PT1 1.000 2918 24.36 14 Q 6 S-OSPxTx-C-75W-730-G14 Single S-OSPxTx-C-75W-730-G1-4 1.000 8552 74.5 14 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Ground Illuminance Fc 0.97 4.8 0.0 N.A. N.A. Phase 1 Parking & Drive Aisle Illuminance Fc 1.77 3.9 1.0 1.77 3.90 Pool Deck Illuminance Fc 3.60 4.7 2.1 1.71 2.24 TMP 46135--01-1 0 Q O LOT 12 (� _ / / \ O J \ O / N Lu U / TMP 4685-J 0LU a- cn / / v JOB NO. NOTES: GRAPHIC SCALE 232220 ALL FIXTURES CALCULATED @ 3000K / / 30 0 15 30 60 SCALE FIXTURE TYPES & MOUNTING HEIGHTS SHOWN PER LOCATION / / 7I �� = 30' TYPE PT1 CALCULATED @ 14FT (12' POLE + 27" FIXTURE) - _ - ) ISOLINES SHOWN @ 1FC FOR REFERENCE ONLY FEETSHEET NO. / _ 1 inch = 30 rt. LL-3 i TH OF ll O SCOTT R. COLLINS - • • • B I®' U Lis No. 035791 � Old Dominion gdDomiDion Old Dominion Old Dominion oA 11/17/24 OardcD OptiFarm site and area luminaires are available in three sizes: small, "°°°`I•w° OardcD OptiFarm site and area luminaires are available in three sizes: small, 1pM1e'0 "umor'°° Prdspe: HouvHltdaDEVELOPMEN] ugmmg AModmea Lumec OmnlScepe LED top is the latest solution for high-performance lighting ugmmg AModmea HOLLY HILLS DEVELOPMENT Lumec OmnlScepe LED top is the latest solution for high-performance lighting S, ,,y ZONAL F' Prolact: HOLLYHiLt9DBVBLOPMMgf avigup Prolact HOLLY}mZpDBYBLOPAtBtlt' post Lx.tia"` post Location: medium and large. Featuring the latest in LED technology, OptiForm achieves medium and large. Featuring the latest in LED technology, OptiForm achieves in any urban setting. With contemporary, transitional and historical style options, as in any urban setting. With contemporary, transitional and historical style options, as Location: up to 192 lumens per watt. Eleven optical distributions are available, suitable for Location: up to 192 lumens per watt. Eleven optical distributions are available, suitable for Gt.Nc: well as a selection of roofs, cages and fitters, this luminaire is versatile and adaptable Gt.Nc: well as a selection of roofs, cages and fitters, this luminaire is versatile and adaptable cat.Nm e range of outdoor lighting applications. OptForm features a unique mounting CatNa: a range of outdoor lighting applications. OptForm features a unique mounting Type: Pn to any environment. It features a precision and comfort light engine, which provides Type: PR to any environment. It features a precision and comfort light engine, which provides system with a two-piece housing for hassle -free installation. Mounting options Type: system with a two-piece housing for hassle -free installation. Mounting options Type' Oty: exceptional efficacy and glare control, ensuring comfortable and efficient illumination. Oty: exceptional efficacy and glare control, ensuring comfortable and efficient illumination. include a standard arm, mast arm, and wall mount bracket. Service Tag is a Eani Oty include a standard arm, mast arm, and wall mount bracket. Service Tag is a Lampe: None: None: MOUNTED ON 72FT MOUNTED ON 72FT standard feature with every OptiForm luminaire, providing maintenance or Notes: MOUNTED ON 2OFT standard feature with every OptiForm luminaire, providing maintenance or NOLBB: MOUNTED ON 2OFT POLE POLE upgrade assistance throughout the life of the product. POLE upgrade assistance throughout the life of the product. POLE Ordering guide enmpls:OPF-S-A01-840-T4M-AR7-120-BL60-L3-BZ Ordering guide ezemple:OPF-S-A01-840-T4M-AR1-120-BL50-L3-BZ Ordering guide example:S-OSPCCC-C-35WLED-730-G1-2F-UNV-DMG-TLRD7-PHBS-BKTX Ordering guide example:S-OSPCCC-C-35WLED-730-G1-2F-UNV-DMG-TLRD7-PHSS-BKTX Series options AS REQUIRED, IF REQUIRED SPECIFY Series Options AS REQUIRED, IF REQUIRED SPECIFY CRI Optical CRI Optical Receptacle Control Luminaire Deco. Receptacle Control Luminaire Deco. Roof Cage Fitter/Comfort LED modals COT Gen. System Voltage Driver Finish Roof Cage Fitter/Comfort LED modals COT Gen. System Voltage Driver Finish CM CM❑❑ ❑ ❑❑ F-7O1131KTX ❑❑ ❑ ❑❑ =BKTX 01 ====F_7 Gt =000F_7 OPF-S Sfteand Area Precision piese B2T BOORI2700K AFR Autofromrow LCL LEED corner optic left ARR" Arm mount 120 120V OPF-S Sit. and Area Precision Mse B2T BOORI2700K AFR Autofrontrow LCL LEED corner optic left ARP" Arm mount ISO 120V 8-OBPC C C-C 1NWLED'u 727° 01 2 UNV Da° TLRD7" PM1elwleeMe call BAC• Dec.. Textured 8-06PC C C-C 1NWLED'u 727° 01 2 UNV Da° TLRD7" PM1elwleeMe call BAC° Deco. Textured Opfform it2M. i3M, RK TSM only) 830 BOCRI3000K T2M Type 2 medbm LCR LEED corner aptly right (standard) 202 20BV Opfform it2M. i3M, TCM, TSM only) 830 BOCRI3000K T2114 Type 2 medium LCR LEED corner aptly Mont (standard) gpg 208V Omniso°pe Contemppary Contempormyw/ 1.600lumen 10CRI Gant Type 11 120-277V Mtge-D41 7-Pin (edd'S°for S-OSPL1• Mani Flnlale'° Flnhhes Omniso°pe Contemppary Contempormyw/ 1.600lumen 10CRI Geri Type 11 120-277V Zhege-D41 7-Pin (edd'S°for S-OSPL1• Mwte tine Fli Finishes J J PHB HBS re ) requirements PHI BE2TX PHB HBS re ) requirements PNf BE2TX , SmallArm B/O BOCRI4000K TSM Type medium BLC Beck light control NM Maeterm gqg 2AOy , Smell Aree B/O BOCRI IOOOK TOM Type9metllum BUD Beek light MAN' Mast 2/0 240V LED poet tep y high performance 36WLEO' 27DOK (ABYM) HW esrtlHetl roesptade LED poet top y high performance ggWLBps 2700K (ABYM) HW eerHHetl receptacle a Q A01 ].000lumens M7 2,8001umena P02 727' 70OR12700K 1414 Type d medlum 2RL Type 2 rotated left 900 WAL Well mount A01 7.000lumens M7 2,8001umena P02 727' 70CRI 2700K UM type d mellum 2RL Type 2 rotated left 90° WAL Well mount IuminaPa wain Contemporary Trenai[ional comfort op[Ica 3.OD0lumen ]30 8 367-4BOV DAU �r Twist -lack UNV of the Buy Act FN2 Midnight Iuminaira with Contemporary Tranai[ional comfort optics 3,0001uman 730 8 367-4BOV DAU �r Twist -lack UNV of Buy Act Fill Midnight on A02 9.000lumens 4,000lumene 277 277V A02 9.000lumens 4,0001umene 217 211V H T-C 88 ,A 70CRI Type III Dyltelly, Photoelectric American Blue H T-C 8E ,A 70CRI Type 111 Dylnlly, Photoelectric American Blue � 790 70CRI T4W t dwitle 2RR t 3roteted right A08 II,000lumens P08 8.B00lumere YPa Type 9 MOB• Mounting 347 84N 790 70CRI T/W t edwltle 2RR t 3rotetad right 270° A08 II,000lumens P08 8.B00lumere YP Type g MOB' Mounting 347 84N Iuminelra Roaf Historical Transitional with q,0001umen 3000K (P&YM) etltlreeeebka call (120-27NAC) of 1B33 BAA ( J INS Iuminelra Roof Historical Transitional with q,0001umen 3000K (P&T4J etltlreambka cog (120-27NAC) of 1B93 8M I 1 FINS F A06 18,000Iumana POd 9,Op01umene SO 70CRI4p00K TOM rype6narrow 8RL rype3 rotated left 90° ordered A06 18,00D Iumana POd 9,Op01umene SO TOCRI4p00K T8N rype5nerrow 8RL rype3 rotted left BO° ordered S-OSic high performance B P 7/0 / lighting M 9 PHS/347 (PHB/3676) Field FN/ BESTX S-OSic high performance B P 7/0 4 lighting g 9ULI Pwist-1 (PHBPo676) FieldC FN/ BE9TX m m ADS 17,000 lumens POS 11.500 lumens 760 70OR15DOOK TOM 480 4BOV separately Type 5 medium 3RR Type 3 rotated left 4B0 4BOV ADS lumena Pg8 168001lmem 730 70CRI6DOOK TOM Type 5 medium 3RR Type 3 rotated separately OmniSce a P comforto optics p' 5OBE' 70CRI Type IV Imerfeca TwlaHock Flatic.s. INS Ocean glue p poi a comforto optics p' 5OBE' 70CRI Type IV Imerfeca I. FHS Ocean glue Z On U) U) O MB IB,000lumane POB 14,OW Iumana TgW Type 6wide 4RU UNV 120-27N DO- Type 4 rotated katt90° lright eft MB IB,000lumane POB 14,OW Iumana UNV 120-27N TON Type 4RL' Type 4 rotated leftt LED post top H-0 BOOOlumen BOWLED 4000K (A8YM) DMG 47V watt.ga INS LED LED post top H-0 BOOOlumen 4000K (ABYM) DMG 47V [347VA) testtaae wattag FNB BESTX O U) d A07 20.000lumene PDT 18.g001umene HVU1° 84]-4BOV A07 20.000lumene PDT 18.g001umene HVU- 847-480V luminaire with Historical with 7.0001umen ggyn g 0-tOV PHB//BO (Pita//BOB) selector FN] Royal1MST Royal Blue luminaire with Historical with 7000 known 7.0001umen gyyn g 0-tOV PHB//BO (Pita//BOB) selector FN] Royal Blue � F � 0 /RR' Type right 270° umane P09 /RR' Type rotated rlSM 270° 27 001umane P09 Transitional high performance 7BWLED BOCRI a BIID 1Wiat-lock X8" B02Tx Transitional high performance BOCRI a BIID two Hgu 802Tx � (%) U• Z 22.000 POB 22,0001u POB 22,0001u 22. Roof B-OBPH comfort optics 8.0001uman 27pOK (SYMM) Sensor 480VA ( C) PHB (PNBS) House Blde Shield INS FNB 9arodone Gold Roof B-OBPH comfort optical 76MED 8,0001umen 27pOK (SYMM) Sensor 480VA ( C) PHB (PNBS) House Blde Shield FNg INS 9arodone Gold d "-y J N BSg ready tlrlwr BSg ready tlrlwr � Q ' OmniBcape 108WL[D BGCRI Shorting Cep BP2 FN10 BK7% OmniScape 10UWLED BGCRI Shorting Cep BP2 BN7% U Z LEDPosOtmp lumineirowith ;ISWUluman 11fiWLED 3000K EH%L IPNXL67 Extended lib UNV 20kV/10kA Sure FN11 Bleak LED oettm P p lumineirowith 1ISWUEuman 11fiWLED 3000K PHXL (PN%LbT Extended lib UNV 20kV/10kA Surge Mil FN11 Bleak � Z � W Rorf 12,0001umen Boo a PrleelmTM1e BRrx Hieterleel Roaf 12,0001umen gqg (120-2T/VAC) a Preelm wHieterleel 80Cm Bronze BOCRI alo'x Bronze !B'KM following option¢IndudeO-10V Driver Nms SurBaprotectarigkV/10kAsnntlertl EM'•m" EmerBancy ndemnxturetlfinish Tha foRowin o tlon¢IndWeO-10V Driver Nans Su a rotectarigkV/IOkAsnntlertl End'•=" p rg p Emergency Snntlertlnxturetlfinish 83WLED U.000lumen 4000K TM2 Fitterto Oegd. ON4TX Blue Green 183WLED U.000lumen 4000K TM2 Fitter to ONtTXWg Blue Green O(120-2T/VAC) Z ��Battery Peck 0-tOV dimming driver BP2 Surge protectar30kVnOkA (opflanJ 0-40° Bleak C) BatteryPaok none 0-tOV dimming driver BP2 Surge protectar30kVnOkA (opflan) 0-40° BK Bleak I C) I65WLEO i8,0001umen Rituals 3"pie mm )Forest Mdit ON8'rx 165WLEO i8,OG01umen )rdenMM Movers 3"pie mm gHgyx ��U) U)none U)I TLRBN° OMB 8 TLRBR° OMB 8 White WH White O.D. by Green O.D. by � ti DIEA"^ Olmming laetla externally F81" SingbPoes (130.277, ar34NAC) Avallablewk B2 Bronze DIEA"^ Olmming laetla externally F81" SingbPoes (130.277, ar34NAC) Avallablewit BZ Bronze SR roespleda Outdoor 4°(f02 mm7 ONSTX SR roespleda Outdoor 4°(f02 him) ONBTX i a Z Q ecenalble (opmrole by others) precisionoptsecenalble F82" Double 240. (opmrola by others) plueidm F82" Double fun 240. MultiSenior Ion tenon g Dark Forest MultiSenior Ion tenon g One Forest W Z W z (208, or4BOV) plus optics; DO DarkGray (208, or4BOV) plus optloe 00 OerkGrey TN3.6 Orrin TN3.fi Orrin ce IL Q FAWB- Field adjustable wartiag. nleoll PCS"w Phdoaomrol button wnnee[eete P01-P09 only MO Medium Grey loveliest Field adjustable wettege collector PCS"u Phdoaomrol button wnnee[eete P01-P09 m1 MO Nadium Grey Fitter to ONT% Fitter to ONT% ,--, Q . tea BLBMru BEleval with motion senior l2 PlR censor, #21ens ulretl D-IOVdrlyw (Rp BLSOaru BEleval with motion senior t2 PlR censor, #21ens ulretl D-IOVdrlyw (Reel arowave mSenarr*° Flo over a Glean G+'eT% arowas m8ensar*° Flo over a Glean Gi W a W xBLfi0lacsladetl) THIS NEMA AvNt-bok6-Plnrneptwle xBLfi0lacsladetl) THIS NEMA AvNt-bok6-Plnrneptwle 3'h'(BB mm) O.D. by sodium Gra y 3'h'(89 mm) O.D. by MailumGra Y W a U) Mynp MW10 connis ecto O-101driver connis ecto O-101driver Dim 10% 4"(102 mm) R02TX Dim 10% 4"(102 Me) R02TX = _ The following option¢ Include SR/DALI Driver WIAPaensoroptbna The following option¢ Include SR/DALI Driver WIAPseneoroptbna MW20 longterm Burgundy MW20 longtonon Burgundy [1 0- M. 7-pin boost lock recpnobaonnsotetl TIT° 7-pin boost lock recpnobaonnsotetl Dim 20% RO4Tx Dim 20% RO4Tx WMP"ae Wireless l nteract LB Low(T-i6' mounting height) W D41 complient driver Customerapeemad WMPaa" Wirolew interact LB Low(T-i6' mounting height) W D41 complient driver Customer apeelRed MW80 Scarlet MW80 Scarlet (includes SR drive and SR receptacle) sensor, black color housing, whale•. lot ..t, Integral TFi 7-pin twist lock nuostscle connected 00 Special optional (includes SR drive and SR receptacle) sensor, black color housing, wirela•. lot ..t, Integral TFi 7-pin twist lock recketecle connected OC Special optional DImo Wrote DImo Wrote BRDR°°�'° SR driver connected to Dugs eocket (Delp toWccmp0emtlriverw/3-pn coioror RAL, BRDR°°�'° SR tlrlwr cmneded to Zhegs eocket(D4p toWccmp0emtlriverw/3-pn color or RAL. NWT NWSO LW Law (T-i6'mountinp Might) phdacsll oonsulHemtory LW Law(T-i6' mounting Might) phdwell oonsultfaatory Dim SIM Dim SIM DynaDlmmen AeRamal Profile Mowlrq sensor, white color housing SC Special color DynaDlmmen AeRamal Profile Mowlrq sensor, white color housing BC Specblcolor OR OR ENS Housing mwhkwtl to accept axbmsl (muetaupply NB High C660°�" Security 50%dimminB•7houre hcun dtlaehlNtlfer RNtlinMell, eolarohip, ENS Housing mwhkwtl to accept axlemsl (must supply NB High C660°�" Security 50%dimminB•7houre hcun dtlaehlNtlfer RNtlinMell, eobrehip. Orm Bentltex Orm Bentltax height) aenamn bleak oobr t)seni' r. black hours housingMntbecombined with OFF-B-EHB-1 requites Matlkaity30% height) aenamn bleak oobr t)seni' r. black CMBN^ Median hours housing combined with OFF-B-EHB-1 requires NP NP ce3o.. atexsory, fee[oryquote) C980"• Security 30%dimming,7hours dimming, , atexsory, faeloryqur[e) C980"• Security 30%dimming,7hours econoMt my. aunty 30%dim dimming, Natural Alum TG Natural Alum TG Clml Medan 30%tlimming, 8 hours HW High (15'-40' mounting height) censor. white color BAC•u Mesta the requirements ofthe CMSOa" Medan 80%tlimming,8houn HW High (15'-40' mounting height) censor. white color I&I Mesta the requirements ofthe Hemmer- Hammer - housing BuyAnHnnActd1839 (BAA) housing BuyAnHcanActdl833(BA79 tone Gold tone Gold TB TB 1. Extended matlme applies. Consul factory for details. 13. UNV il20-27N] only walkable for human pwks9ea P08f09. HVU[347-4BOV) 1. Extended matlme applies. Consul factory for details. 13. UNV il20-27N] only walkable for human Pepsi PO3-009. HVU[3l7-4SOV) Hemmer- tone Silver tone Silver Hns Silt' 2. Mourns to a square pole with knmkoutfor d-5"OD round pole. Only mailable for lumen packages P06-FO93A04-A07. 2. Mourns to a square pole with knmkoutfor d3"OD round pole. Only mailable for lumen packages P06-FO93A04-AO7. 1. Only oval big with DMG Driver options. B. FailurnotSato suffix remit In you receiving product 1. Only oval company result In you receiving product big with DMG DMwroptione. B. Failnot S. Must ts axessLong nnan. 15. Not available for POd-P09. S. Mounts to axessLong nnan. 15. Not available for POd-P09. with Denpeekegn be ble reev4th Oynedmmer,BROR, PAWS, F81, F82, DLEA, BlbO d. Must be ordaredwithm ideneseldnmuntig accessory. PhotPage tiro IS. Not (physics g ry' � �� Teel reaMe[bn (pets j. with Denpeekegn ideneseldnmuntig ble reev4th Oynedmmer,BROR, PAWS, F81, F82, DLEA, albO d. Must be ordaredwith mounting accessory. Pholtopsoll tiro IS. (phNot ysics g ry' � �� Teel reaMe[bn (P^Y• j. compliant pselect roduct for ACdesignation not BAA compliant rotluot with no recourse far on RMAmrofuntl. ThIe BAC tlaM netlon Is This 2. Only evelleble with UNV Voltage option. P P g eihetka pselect roduthithrepeufflxcofor not oduct with This designation Is compliant prRMAor rolityO ThIe BAD tied netlon 2. Only evelleble with UNV Voltage option. P P g moat be nkaentl with mountinBaeeeswry. Bee Pege2br options. mound moat be nkaentl with mountinBaeeeswry. Bee Pege2br options. 3. TLRBR moat be sebMatl this option. heteunder doesnotaddres°O) the applicability of, mr amiability of a welver untler, 3. TLRBR moat be aebMatl this option. hereunder not applicability f, or hereundertlreements 8. Not mailable with other dimming wntrolo Irne mub°al excluNw. 18. Precision FlueO Ucs(POt-PO9)wallebb mlywlth T2M, TOM. T4M, and TSM g ( y ) tptlnitliaMbu�on and ere non-rateteble. 18. PreolMon FlueO tic° POt-PO9 wallebb nil with T2M, T3M, T4M, entl T6M 8. Not evelleble with motettlimming montecolrerne(mub°alyexeluNw). I I Y tptlnitliaMbu�on and ere non-rateteble. the Tradensta°menn Act. or andthe other Americam titles content requirements reel 4. Use of photoelectric call rrohrrting mpkaroqulretl to ensure proper Illumination. Imposed an eteoss. localities, entl other non-federel entitles as of receiving P Arna0)thhe*Bueamerica domestic cyofawequrement the Trade n states, Aeies,an) other n nEedes'tlntitie as a cunt requirements reel 4. Use of photoelectric call or mpkaroqulretl to ensure proper Illumination. Imposed an eteoss. localities, entl other non-federel entities as of receiving P S. No[ewileblswKO motion sensor (phydcal roatrletlor0. re O. OPF-RMB expewory recommended for retrofit applications. Z Must lea apxlnetlwithe motion senior Ilona (L2). °BAC'sufflxcoultl S. No[ewileblswKO motion sensor (phydcal roatrletlor0. O. OPF-RMB expewory recommended for retrofit applications. Z Must lea apxlnetlwithe motion senior Ilona (L2). °BAA'suf8zcould 9 B. Not mailable with HVU Voltage option. funds administered by the Department of Transportation or other federal agencies. 9 B. Not mailable with HVU Voltage option. funds administered by the Department of Transportation or other federal agencies. � � •7 & NatewilablewMh PCB, TRG. 1B. Failure to prapenyeoleatthe result in you ragelNnp produo[MMb notBMoomplientprotluotwnh no racourae Por en RMAor re}mtl. ThIe BAC tlnignation B. Natewileblewlth PCB, TRG. +B. Failure to prapenyeNectthe result i^you nceiNnp product MMle not compliwtproductwRhnnrecoureeforn RMAorWmd.T sBACdoolgmtlon 8. Not mailable with DAL1/DMG Drlwroptlona. g. Not available with TURD]Rsosptapls option. B. Not mailable with DAL1/DMG Drlwroptlona. g. Not available with TURD]Rsosptapls option. W N N N B. Must lees rLW LB. hereunder tloea nrle the applicability of or avelleblgl ofewelver untler. the pacKedwitha motion nnao tltlroae fit epp X y B. Must be rLW LB. hereunder tloea nrle the Ilmbllit of or euYlebl of the pacKedwilhe motion seneo tltlroas fit epp X Bty 7. TLRD7 must be esleetatl for this option. If used. photoelectric callselection moat 10.Flnlab(FNoO Decorative optbm are nmtawllebb with 3-03PC Roof. lea compatible with elected Volta o Itn.Whan eelactln S-OSPC roan, IPBg M 7. TLRD7 must be esleetatl for this option. If used. photoelectric cell selection moat 10.Flnlab(FNoO Dseorotlw options are not available with S-OSPC Roof. lea compatible with elected Volta o Itn.Whan eelactln S-OSPC roan, IPBg � ~ \ M \ ^ \ � 10. Nateuaiablawith TR],TLP. tretle Agreemenn Act,or(p[he'Buy America damecticcoMsntrequrementa kny�ead tmquimmen Nntle 10. Nateuaiablawith TR],TLP. tretle Agreemenn Act,or(p[he'Buy America tlomeetopantsntrequrementsim�uaetl ommtl000nR to ulmMng Nntle TonstoradeAalementaa.entl P W B it.Longer lead time apples. Consult factory. cell or shorting sap must be used to lP68 rating of luminiars, P Ge g it.Longer lead time apples. Consult factory. cell or shorting sap must be used to lP68 rating of luminiars. Q O O .-H onpntealementaa.entl other non-fetlerelentitiea°aec..d 11. Muetapecity input Voltage. etlminienretl by the Department of transportation or other tedarele9enclo. otherteen-fetlermentit 11. Muetapecity input Voltage. etlminienretl by the Department of Transportation or other federal egenciaa photoelectric power" 12. Only makable with UNV 120-27N. Recommended maximum mounting height l6ft (4.8m). photoelectric power" 12. Only miMble with UNV 120-27N. Recommended maximum mounting height l6ft (4.6m). \ \ \ 12 Not ewiladslnHW [347-4BOV]. 12 Not ewilablslnHW [347-4BOV]. O .--1 ,--1 see DARKSKY m 1' OPF-3_OptlForm_Smell 04/24 pagelpfB interact ✓)1e APPROVED �4^ • , 7 C 7l U6 srmn°ere.nsa.w see DARKSKY OPF-3_OptlForm_Smell 04/24 pagelpfB interact ✓)1e APPROVED �4^ G , ® C UL US srmn°ere.nsa.w ®�' ��4 �•^• ✓/ ® ✓/ OmniSca e-ComfortEd a-OSP-C 04/24 p g page 1 of ] ✓ OmniScape-ComfprtEdga-OSP-C 04/24 page 1 of 7 ✓ VJ A� I` I Imont�0 Vdlmont®� I valmont®� valmontelf M z • •Non -Tapered STRUCTURES _ ■ Old Dominion • • • •Non . STRUCTURES -Tapered . STRUCTURES DS340 -Round Non -Tapered Steel Post p STRUCTURES Lighting As=:: • • N �..1.• L.� HOLLY HILLS DEVELOPMENT AL1/AL2 Job Name: Client Name: HOLLY HILLS DEVELOPMENT PT1 HOLLY HILLS DEVELOPMENT AL1/AL2 Job Name: ( Client Name: Job Name Client Name: POLE TOP CAP 2.0" SCHED 80 CO Job Location- City: State. Created By: Date: Job Location - City: State: Created By: Date: Job Location -City State. Created By: Date: 4 00" PIPE TENON 'IT Uj product; D8340 puote. ;Customer Approval: Date: Product: D5340 Quote. Customer Approval: Date: DS340 Product. Qucta. � Customer Approval: Date: POLE SHAFT [ 1 ANCHORAGE DATA ANCHORAGE DATA � ,~^ Tenon Top* P SPECIFICATIONS ' • " •' ° • Anchor 180° Bolt Slots HoleB Bite• - Detail Bolt Circle '' •' s • Anchor 1 0° BoR Slots Holae B888 Detail Bolt Circle POLE MAYBE ROUND POLE PLATE DRILLED TO WITH WIRE ENTRANCE ACCEPT SIDE HOLE (DEBURRED) FMOUNTED IXTURE IF POLE SHAFT O N Pole Shaft • The pole shaft is fabricated from hot rolled welded steel tubing of 3 00 0,120 8.00 1,00 10,50 0 750 0 75 x 17 00 x 3.00 3.50 0,25 g0° 270° 3 00 0.120 8.00 1,00 10.50 0.750 0.75 x 17.00 x 3.00 3.50 0.25 90° A°kan Np 270° REQUIRED. N Q one-piece construction with a minimum yield strength of 42 KSL 4.00 0.120 8.00 1.00 10.50 0,750 0.75 x 17.00 x 3.00 3.50 0.25 4.00 0.120 8.00 1.00 10.50 0.750 0.75 x 17.00 x 3.00 3.50 0.251 d ow Pole Top - A removable pole cap is provided for poles receiving drilling 4.50 0,120' 8.00 1.00 10.50 0.750 0.75 x 17.00 x 3.00 3.50 0.25 5.00 0.120 8A0 1.00 10.50 0.750 0.75 x 17.00 %3.00 3.50 0.25 4.50 0.120 8.00 1.00 10.50 0.750 0.75 x 17.00 x 3.00 3.50 0.25 5.00 0.120 8.00 1.00 10.50 0.750 0.75 x 17.00 X 3.00 3.50 0.25 P2 TENON DETAIL (OPTIONAL) W aQ\ li patterns for side -mount luminaire arm assemblies. For top mount luminalre 500 0.180 8.00 1.00 1Q50 0.750 0.75x17.00x3.00 3.50 0.25 0°-Handhole 5.00 0.180 8.00 1.00 10.50 0.750 0.75x17.00x3.00 3.50 0.25 0°-H2ndhole CAP DETAIL (STANDARD) / � Pole Cap -Plastic and/or bracket consult the factory. Consult the luminaire manufacturer for nsultop the uionsilre consult the fact.Other correct tenon size pole udema poleufa cap only DESIGNATION, LOAD AND DIMENSIONAL DATA DESIGNATION, LOAD AND DIMENSIONAL DATA w J s plain top (Pm which is typical when the pole top diameter matches the necessary slip fit dimensions. necessary ffirm , - ®®� 2-PIECE COVER Z _j J - w �[ Handhole - A reinforced handhole with grounding provision is provided at p / ®� 0 FINISHED To MATCH POLE 1'-0" from the base end of the pole assembly. handhole includes an y Cross Section easy to install, self-contained Swing Latch handhole cover assembly. U.S. 10.0 250 7.7 190 6.0 175 3.00 3.00 0.120 55 300V100 10'-o" 99.1 480 15.0 375 12.2 305 4.00 4.00 0.120 70 40OV100 10.0 250 7.7 190 6.0 175 3.00 3.00 0.120 55 300V100 0'-0" 19.1 4e0 15.0 375 12.2 I 305 4.00 4.00 0.120 70 40OV100 o ��y•R V! W 0 Patent Swing Latch cover is fabricated from durable polycarbonate/ABS 24.5 615 19.5 490 ISS 395 4.50 4.50 0.120 75 45OV100 24.5 615 9.5 49C 5.8 395 4.50 450 0.120 75 450V100 41 W blend plastic. All pole assemblies are provided with a 2.50" X 5.00" rectangular 7.7 95 6.6 45 4.4 130 3.00 3.00 0.120 BO 300V720 _ _ 7.7 195 5.6 459C 44 130 3.50 3.50 0.120 00 30OV120 handhole. Handhole dimensions are nominal. 0 i5.o 390 i1.8 300 ss 240 4.00 4.00 0.120 80 40OV120 1r-o° _ 1r-0° 15.0 390 11.8 300 9.5 240 4.00 4.00 0.120 80 40OV120 LU a 19.8 495 15.7 395 127 j 320 4.50 4.50 0.120 85 450V720 19.8 495 15.7 395 12.7 320 450 4.50 0.120 85 450V720 I - Round Base Cover - A two-piece full base cover fabricated from ABS plastic is 25.0 825 _ 20.0 500 164 410 5.00 5.00 0.120 90 500V720 s.o i 25.0 825 500 16.4 410 5.00 5.00 0.120 90 50OV120 O provided with each pole assembly. Additional base cover options, including 175 4.4 130 3.3 90 3.00 3.00 0.120 70 300V740 6.0 175 4.4 130 3.3 90 3.00 3.00 0.120 70 300V140 �// w a the dart round DT cast aluminum cover, are available upon request. Handhole ( ) p q 14'-0" 12.2 305 9A 250 7.6 195 4.00 4.00 0.120 90 400V140 14'-O" 12.2 305 9A 250 7.6 195 4.00 4.00 0.120 90 40OV140 -.%��i� 16.2 405 12.8 320 10.3 260 4.50 4.50 0.120 95 450V140 16.2 405 12.8 320 10.3 260 4.50 4,50 0.120 95 45OV140 xm m Anchor Bolts -Anchor bolts conform to ASTM F1554 Grade 55 and are • 4.6 260 3.2 135 2.3 BD 3.00 3.00 0.120 80 30OV160 18'-0° 9.6 250 7.4 11)s 5.9 150 4.00 4.00 0.120 100 400V160 _ 4.8 125 3.2 100 2.3 80 3.00 3.00 0.120 BO 30OV160 16'-0" 9.6 250 7.4 185 5.9 150 4.00 4.00 0.120 100 400V160 < O � provided with two hex nuts and two flat washers. Bolts have an "L" bend 13.1 330 10.2 265 8.2 205 4.50 4.50 0.120 105 460V180 13.1 330 10.2 285 8.2 205 4.50 4.50 0.120 105 450V160 FULL BASE COVER STANDARD) MOUNTING z on one end and are galvanized a minimum of 12" on the threaded end. HEIGHT = z m 3.4 90 2.3 60 1.4 70 3.00 3.00 0.120 90 30OV180 18'-0" 7.6 190 5.7 180 4.5 _ 130 4.00 4 00 0.120 115 400V180 3.4 90 2.3 60 1.4 70 3.00 3.00 0120 90 300V180 18'-0" 7.. 5.7 4.5 130 4 00 4.50 0,120 115 45OV180 f 1 0 Uj E o i Hardware- All structural fasteners are galvanized high strength carbon steel. All non-structural fasteners are galvanized or zinc -plated carbon steel or g p 10.5 265 8.2 210 6.5 165 4.50 4.50 0.120 115 450VISO Maximum EPA (ERe gve Pm aaetl Pree)end vyalpmveNee ma z. 100 75 wA 3.00 3.oD 0.120 100 300V200 bmatl melds mcunmtl fiimrea 10.5 265 8.2 210 6.5 165 4Sp 4.50 0.120 15 450V180 Mmtlmum EPA (ERedvePoecbtl 265 210 -- - Aree)mowelgmvaNmme 2.4 100 1.4 75 NIA WA 3.00 3.00 0.120 100 300V200 baetl on edit mmunNtl fiimrea 0.50"NUT HOLDER FOR 2.50"x 5.00" GROUNDING HANDHOLE RIM �[t `J stainless Steel. 6.0 150 4.4 150 3/4 125 4.00 4.00 0.120 120 400Y200 arty. Cww4tfedoiyon roadlrg 8.0 150 4.4 i5D 3.4 125 4,00 4.00 0.120 120 490V200 my. Cone.4l fedoryon oetll � WITH COVER + - - - 20'-0" _ a0ena torpobtap mou'1mi 20'-0° -. -- _ ainnefir b mounmi W 'pP �.. //�•� ., 6.5 215 6.8 185 5.2 13D 4.SD 4.5D 0.12D 73D 45DV20D luminelrea and/or Medate. B.5 215 6.8 185 5.2 13D 4.50 4.50 0.120 73D 450V200 luminelrea entllar Medate. Oo Finish - Standard finishes are Galvanized (GV) or Finish Painted (FP). Additional finish options, including Finish Paint over Galvanizing (FPGV) or ++.7 too 9.1 230 7.z 16o s.00 s.00 o.1zo 1as soovzoo _ vaMatlmrwfiomaueaalxweae z.a 100 1s 75 1.3 75 _ 4.00 400 0.120 145 aoovzso uaae upm bquiyame 11.7 30o I 9.1 230 7.z 16o s.00 s.00 o.1zo 1as soovzoo vananmeaomaueealxweae zs mo 1s 75 1.3 75 4.00 4.00 0.120 145 46ov250 mumbupm bquyyame Y O FUII Base Cover y g y � q an of the V-PRO^ Finish Coating Systems are available upon request. See � 4.8 130 3.6 90 2.7 90 4.50 4.50 0.120 155 450V250 curry 5a6efeclory pwMrtwnm 2s' o° apdaaedrpsndem pan me 4.8 130 3.6 90 2.7 90 4.50 4.50 0.120 155 450V250 fapmrv. Seuefacbry pwMrtwnm 25'-0° pipolaaisdependentWonme (Standard) 7.z 180 5.5 150 4.2 150 5.00 0.120 180 500V250 behq auametlma 7.2 180 5.5 150 4.2 150 5.00 0.120 180 SOOV250 be'ng elbtlletlma the product ordering code for color options. 15.00 ode pmpeny 12.1 3(x) 9.4 250 74 200 5.00 5.00 0.180 260 5006250 euppmaiq fwmtlatmdedogmb 15.00 pole pmpeny I rotw.ntleaandudegmn 12.1 300 9.4 250 74 200 5.00 5.00 0.18o 260 5006250 W 1D Design nCriteriaS cificationforappropriate g 9 pie30'-0" 2.3 80 1.5 75 1.0 80 4.50 4.50 D.120 185 450V300 wagn.Structure 2.Swdureweightieenominal 4.2 150 3.0 125 2.2 700 5.00 5.00 0.120 210 500V300 dealt 2.3 80 1.5 75 1.0 I 60 4ZO 4.50 0.120 185 4BOV300 Structural 2.Swdureweightleenominal 30'-0" 4.2 150 3.0 125 2.2 700 5.00 5.00 0.120 210 500V300 wluawhlchlndudnlhepola 0.75" r = L J design conditions. veluawhlehlndutlnlhepale _L do B.o 200 8.5 180 4.7 125 5.00 5.00 D.160 305 5008300 enanenatenplenomy. 8,0 200 6.5 16b 4.7 125 5.00 500 0.160 305 5006300 ananelotenplenony. `^ PRODUCT ORDERING CODES PRODUCT ORDERING CODES � V/ Z w Dart Round - DT DS340 FP BK FBC AB DS310 FP BK FBC AS REINFORCED HANDHOLE WITH COVER AND W (Optional) 10 �" DIA. � GROUNDING ui V) lewd Camtlor•N"�" D^IlNlment(Sm Odweeen) GV• Galwaiiied GV•Galvanlzea FBC=Full Base Cover AB =Wim Anchor Bd% bwq Camtlor•N"�" Drill Mawell(Sx Orlienni GV• Galvanized GV•Galvanized FBC=Full Base Cover AB =Wim Anchor 6co rmmrwW4,M Di •(1)Dn linA 84210° DHmebwl D.w chrA D2-(2) DNlings® 90' 82r0- FP=Finish Painted BK=BMek -OPTIONAL- LAB =Without Anchor -.OPTIONAL- DB=Dark Bronze OT=Round Oen Cover Bolm rmmrwwtl,M Di•D)Dnllingffi2M OHmebwl D.w chrA D2=(2)DNlings®90'8270° FP=Finish Painted BK=BMek -OPTIONAL- LAB-WRhod Anchor -OFnONAL-- DB=Dark Bronze OT=Round Dan Cover Bolts 8.W'1: 1.00" 1'-0" P, 197,E D3•(4)X MI Bronze D9•(3)Cdip080', t87,A MB•White Bronze 4-ANCHOR BOLTS BOLT CIRCLE L.L Dd•(4)O Aegv,so',1A7,lar n@V FPOV=Flnkah Paint - Whitum WH =White Over Gamnlan0 W • 4 O () W gv, 5)',iK',121r FpGV=Milan Paint WH =White Over WITH THREADED END LG = Lrom any Galvanizing LG = Lrom any GALVANIZED 12" MIN. D5=(3) DillinA¢U 180°S2 VP32=V-PRO.30 Sidra CB=BMWs D5=(3) Omling¢90'IV, 27 Vp30=V-PRO.30 SyMom CB=Smoot EACH BOLT FURNISHED I� D8=(3ongrysgW°,ID°,1 Tenor Mounting VP53=V-PRO.33 Syelll DG=Dark Green arkG VP64=µPRO.633ysbm ST=Matter DO (3) Tenm Mounting VPS3=V-PR0-53Sysbm DG=Dark Green VP63=V-PRO. 64 ST=Satter 2WITH 2FLAT HEX ERSAND 2FLAT WASHERS. T li Handhole P2=2,38'OD xb'Mnon Green ypg4=µpR0-fM 9yebm HTG=Hunbr Green P2=2.38'OD xb'tenm Brown Green ypg4=µpR0-fM 9yebm HTG=Hunbr Green P4 = 6.00' Do x B'tenon ypgy = V-PRO. 67 SG •skate Grey P4 = 4.08' OD x 4''tenm VpI0D µPRO.67 System • Skate Grey -Consult factory loading P6=286"OD X4'legrn SL=Silver System Vol0D•VIRiO•f003yesm EL P6=2.B8'OD X4'bnm BE WIW •VAtO•f003yesm BE Silver 0.88"X1.88"SLOT On for top mounted P8=288"Do x S•mnon P7=2,38"ODxSbnon dal Color VP105•VpRO-fO63yWm Ieppw°W) P8=2.88'OD x S'bnm P7=23S'ODzS'bnm BC=3 dal Color W106•V-FRO-fO63y#em fappw°W) Uj criteria pole luminaires and/or brackets. PIG =Specialsae(Spedy) Other Optimal FINISH TO MATCH FIXTURE P9= special size (spechy) Other Options FINISH TO MATCH FIXTURE POLE BASE AND HANDHOLE DETAIL DS340 POLE DETAIL J = Pole Cep PC = Pob Cep O L.L PCPC =Plain To No Ce PC =PlainT NO Ca VALMONT INDUSTRIES, INC. 28800 IDA STREET, PO BOX 35& -VALLEY, NE 88084 USA 800.82S.8BBB VALMONTSTRUCTURES.COM < O t r VALMONTSTRUCTURES.COM e - ° '"FI MONTSTRUCTURES.COM s VALMONTSTRUCTURES.COM Luminaire Schedule O Symbol City Label Arrangement Description Tag LLF Luminaire Luminaire Watts Mounting HeightU � J (FIXTURES SHALL BE BRONZE COLOR) Lumens U � 0 59 OPF-S-A01-730-BLC Single GARDCOOPTIFORM-SA01 BLC AL1 1.000 4875 41.88 20 w 0 15 OPF-S-A01-730-T2M Single GARDCO OPTIFORM-S A01 T2M AL2 1.000 6991 41.88 20 NOTE: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL rw-1 O W 0 11 S-OSPxTx-C-25W-730-G1-2 Single LUMEC OMNISCAPE 25W TYPE 2 PT1 1.000 2918 24.36 14 LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT a Ln ® 6 S-OSPxTx-C-75W-730-G1-4 Single LUMEC OMNISCAPE 75W TYPE 4 Pi 1.000 8552 74.5 14 LIGHTAWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE JOB NO. Calculation Summary SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR 232220Label Calc7ype Units Avg Max Min Avg/Min Max/Min RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. Ground Illuminance Fc 0.57 4.9 0.0 N.A. N.A. SCALE Jersey Circle Illuminance Fc 1.70 2.4 1.0 1.70 2.40 N/A Jersey Circle at Pocket Park Illuminance Fc 1.75 3.4 1.0 1.75 3.40 Krameria Lane Illuminance Fc 1.76 3.7 1.0 1.76 3.70 SHEET NO. -north Krameria Lane Illuminance Fc 1.82 2.9 1.0 1.82 2.90 -south Pool Deck Illuminance Fc 3.49 4.8 2.0 1.75 2.40 LL-4 LANDSCAPE TABULATION SITE AREA CANOPY REQUIREMENT: io% OF PROJECT SITE AREA REQUIRED TOTAL DEVELOPMENT: 1,33-9,544 SF PHASE I: 83o,875 SF 83o,875 * 1o% = 83,o88 SF OF TREE CANOPY REQUIRED 84,498 SF PROPOSED 118,272 SF EXISTING CANOPY TO REMAIN 202,770 SF OF TOTAL TREE CANOPY STREETS REQUIREMENT: 1 LARGE OR MEDIUM SHADE TREE EVERY 40' ALONG ARCHER AVENUE (PER ENTRANCE CORRIDOR REQUIREMENTS) 1 LARGE SHADE TREE EVERY 50' OR 1 MEDIUM SHADE TREE EVERY 40' ALONG VIOLA DRIVE ARCHER AVENUE: 1,231 LF PER SIDE 1,531 LF -3oo LF OF TRAVEL WAY/ROAD ENTRANCES (75' PER ENTRANCE) 11231 / 40' = 3o TREES REQUIRED (PER SIDE) 59 LARGE SHADE TREES PROPOSED 5 MEDIUM SHADE TRESS PROPOSED VIOLA DRIVE: 247' 322 LF - 75 LF OF TRAVEL WAY ENTRANCE 247/ 50 = 5 LARGE SHADE TREES REQUIRED (PER SIDE) 12 LARGE SHADE TREES PROPOSED PARKING REQUIREMENT: 5% OF TOTAL PARKING & CIRCULATION AREA PARKING AREA #1-: 38,175 SF 381175 * 5% = 1,gog SF REQUIRED 3,120 SF PROPOSED PARKING AREA #2: 12,405 SF 12,405 * 5% = 620 SF REQUIRED 856 SF PROPOSED PARKING AREA #3: 27,610 SF 27,610 * 5%=1,381 SF REQUIRED 11641 SF PROPOSED PARKING AREA #4: 55,755 SF 55,755 * 5% = 2,788 SF REQUIRED 21884 SF PROPOSED REQUIREMENT: 1 LARGE OR MEDIUM SHADE TREE PER 10 PARKING SPACES PARKING AREA #1: 1o5 PARKING SPACES 3-05 / 10 = 11 SHADE TREES REQUIRED 11 SHADE TREES PROPOSED PARKING AREA #2: 42 PARKING SPACES 42 / 10 = 4 SHADE TREES REQUIRED 6 SHADE TREES PROPOSED PARKING AREA #3: go PARKING SPACES go / 10 = g SHADE TREES REQUIRED 9 SHADE TREES PROPOSED PARKING AREA #4: 195 PARKING SPACES 195 / 10 = 20 SHADE TREES REQUIRED 20 SHADE TREES PROPOSED PLANT SCHEDULE - COUNTY MINIMUM SYM QTY BOTANICAL NAME OMMON NAME SIZE ROOT SHADE TREES 21 ACER RUBRUM 'RED SUNSET' 'RED SUNSET' RED MAPLE 2" CAL. B&B 25 BETULA NIGRA'HERITAGE' 'HERITAGE' RIVER BIRCH 2" CAL. B&B 28 CARPINUS BETULUS'FASTIGIATA' EUROPEAN HORNBEAM 2.5" CAL. B&B 12 FAGUS GRANDIFOLIA AMERICAN BEECH 2" CAL. B&B • 26 GINKGO BILOBA'MAGYAR' MAGYAR GINKGO 2.5" CAL. B&B 14 GLEDITSIA TRIACANTHOS VAR. INERMIS 'SHADEMASTER' SHADEMASTER HONEY LOCUST 2.5" CAL. B&B 25 LIQUIDAMBER STYRACIFLUA'ROTUNDILOBA' ROTUNDILOBA SWEETGUM 2.5" CAL. B&B e 10 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 2" CAL. B&B 32 QUERCUS SHUMARDII SHUMARD OAK 2.5" CAL. B&B 15 TILIA CORDATA'GREENSPIRE' GREENSPIRE LINDEN 2.5" CAL. B&B FLOWERING ORNAMENTAL TREES 9 AMELANCHIER X GRANDIFLORA' AUTUMN BRILLIANCE' AUTUMN BRILLIANCE SERVICEBERRY 6'-8' HT. B&B 18 CERCIS CANADENSIS EASTERN REDBUD 6'-8' HT. B&B 28 MAGNOLIA VIRGINIANA SWEETBAY MAGNOLIA 6'-8' HT. B&B EVERGREEN TREES 17 ILEX OPACA'GREENLEAF' JUNIPERUS VIRGINIANA MAGNOLIA GRAN DIFLORA'LITTLE GEM' GREENLEAF AMERICAN HOLLY 6' HT. 10 EASTERN RED CEDAR UHT. 26 LITTLE GEM MAGNOLIA 6' HT. SHRUBS 85 ABELIA GRAND IFLORA'ROSE CREEK' ROSE CREEK ABELIA 3 GAL. 71 ILEX GLABRA'SHAMROCK' SHAMROCK INKBERRY 3 GAL. 105 ILEX VOMITORIA'SCHILLINGS' SHILLINGS YAUPON HOLLY 3 GAL. 124 ITEA VIRGINIANA'SPRICH' LITTLE HENRY SWEETSPIRE 3 GAL. 66 PRUNUS LAUROCERASUS'OTTO LUYKEN' OTTO LUYKEN LAUREL 5 GAL. 79 SPIREA BUMALDA'BI0601' LITTLE BONNIE SPIREA 3 GAL. County of Albemarle Conservation Plan Checklist- To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) 1. The following Items shall be shown on the plan: 93 Trees to be saved; Ll Limits of clearing (outside dripline of trees to be saved); ® Location and type of protective fencing; ® Grade changes requiring tree wells or walls; Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: U All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ID No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: Ll Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: it Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: El Such devices shall not adversely affect trees to be saved. 6. Fires: 0 Fires are not permitted within 100 feet of the dripline of tress to be saved. 7. Toxic Materials: ® Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: El Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by £arcing. I7 Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or wnstmction. 9. Tree Wells: ® When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Trer Walls: 21 When the ground level most be lowered within the dripline a was to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: I, When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: El Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: ® Damaged trees shall be treated immediately by prising, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. 9/3/2024 OWNER SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/l/06 Page 1 of 1 n SEEDS Date: November 15, 2024 Ernst Conservation Seeds 8884 Mercer Pike Meadville, PA 16335 (800) 873-3321 Fax (814) 336-5191 www.ernstseed.com VA Southern Piedmont Steep Slope Mix - ERNMX-866 Botanical Name 27.00 % Sc ghar6um nutam PA Ecarype 22.00 % Schizadiynum scnpanum, AWrie Kew'-1NEcv1ype 18.00 % Sl near vvyinfts, Medann-NYErotype 15.00% Pentium OWWesanmry 1-xVa 5.00 % Agmsbs hyemalls, ~n;ont AC EC04W S.00% Agrosbspemnrrens, A/banyAne Bush-NYEboom 2.00% Tndens/lavus 1.20 % Rudbec,6a hirta 1.00 % Coreops's/anceolata 1.00 % Eragrosffs himuta 0.50 % Asc/ep/as syziace 0.50 % Eupatonum coe/esbnum, ✓A Ecotype 0.50 % Lespedwa virgins, ✓A Erorype 0.50 % Panslemcn /aev/gaNs, PA EWOM 0.40 % rhamae 5& nxtta% NCbco4W 0.20 % L13" S#Wta, PA Ecotype 0.20 % S20ago nemoralls, PA &Vtype 100.00 % Seeding Rate: Seed at 45 Ibs/acre with a cover crop. For a Common Name Indiangrass, PA Ecotype Little Bluestem 'Prairie View' -IN Ecotype Virginia Wlidrye, Madison -NY Ecotype Deertongue, Toga Winter Bentgrass, Piedmont NC Ecotype Autumn Bentgrass, Albany Pine Bush -NY Ecotype Purpletop Blackeyed Susan L2neeleaf CoreOPsis Blgt0p Lovegrass Common Milkweed Mlstflower, VA Ecotype Slender Lespedeza, VA Ecotype Appalachian Beardtongue, PA Ecotype Sensitive Pea, NC Ecotype Marsh Blazing Star, PA Ecotype Gray Goldenrod, PA Ecotype Price/Lb 14.49 9.82 10,45 22.27 26.40 16.80 39,18 31.20 28.80 82.57 96.00 480.00 216.00 336.00 57.60 252.00 264.00 Mix Price/Lb Bulk: $22.63 cover crop use one of the following: grain oats (30 Ibs/acre; 1 ]an to 30 Apr), brown top millet (10 Ibs/acre; 1 May to 31 Aug), or Grain Rye (30 Ibs/acre; 1 Sep to 31 Dec). Grasses & Grass -like Species - Herbaceous Perennial; Herbaceous Flowering Species - Herbaceous Perennial; Wet Meadows & Wetlands This pollinator -friendly mix provides food and cover for wildlife. Mix forumulations are subject to change without notice depending on the availability of existing and new products. While the formula may change, the guiding philosophy and function of the mix will not. Price quotes guaranteed for 30 days. All prices are FOB Meadville, PA. Please check our web site at www.ernstseed.com for current pricing when placing orders. V) O `NJ I W W H op C1 z O SCOTT R. COLLINS - U Lic. No. 035791 11/17/24 �SSIONAL E�C'� z 0 a U U in w 0 Z 0 U) LU lY LU F- 0 LUon m B3 on En� a U) 0 z z z z g LL g d a # LU Lit in J Z w Z LL Q IL LU ¢ LU in in a d N N N M n n oo� CD rn M M N d' M N N N J W 0 2 U 1 Y U w ZW W W/�s/ VJ J� WN O ry U� N z Q J I--i z LU 2^: la- 0 W w 0 J O 2 z 0 H4 Q U ILL I. -I W C6 W D 0 LU ���U�// V/ UJI 0L V/ z a LU J U F- LU LU 0 LU ClC 2 d in JOB NO. 232220 0 0 0 SCALE N/A I SHEET NO L1.0 • C U SYMBOL KEY SYM OMMON NAME SHADE TREES RED SUNSET' RED MAPLE HERITAGE' RIVER BIRCH EUROPEAN HORNBEAM AMERICAN BEECH MAGYAR GINKGO _a SHADEMASTER HONEY LOCUST ROTUNDILOBA SWEETGUM AMERICAN SYCAMORE SHUMARD OAK GREENSPIRE LINDEN FLOWERING ORNAMENTAL TREES AUTUMN BRILLIANCE SERVICEBERRY EASTERN REDBUD SWEETBAY MAGNOLIA EVERGREEN TREES GREENLEAF AMERICAN HOLLY EASTERN RED CEDAR LITTLE GEM MAGNOLIA SHRUBS ROSE CREEK ABELIA SHAMROCK INKBERRY SHILLINGS YAUPON HOLLY LITTLE HENRY SWEETSPIRE OTTO LUYKEN LAUREL 0 1 LITTLE BONNIE SPIREA mom ME NZWKIII Will "A 9 a UMN IIIIIIIIIIIIMI I Mail, INS WIPES= -FIV AIN Ir mg ag i: mg. 01 I M =Ml, 0A man M'l � WN MO hill "A k�l Affl OW cyi I I OW-4 "IM cy.) " mm mLwm :'�i� '�. • �,r gra 1 op 1�� '.L, ;►- ��- "fie a► . ., • -, 1 1 06 mm, llm WIN C) Al I Lw 'A WOR jg MWA E 4 ON kl;k lai LL] mg m wq a pAr v TO U) 4 4 ON w 0 IN '140 1, lF.M.- M ON 41111 1101 I I a I'VENi Evil '4`0 W; IN 60M 4 Aa gm MIKE@ MAN "941 "A, `ReMNIA L�A'`fie 'I V004 � E N AN KIM IRA LINN Ell X695, OWN r"k JOB •NO. LIE. L MEN% hNill, 232220 SCALE 1 20' I lEm m mm SHEET NO. L1.2 SYMBOL KEY \ \ \ SYM COMMON NAME 9� \ \ — \ _ "bR�APHIC S14LE SHADE TREES \ \ \ \ 20 0 10 20 40 \ 'RED SUNSET' RED MAPLE 0 IN FE T) 'HE GE' R RITA IVER BIRCH nch = EUROPEAN HORNBEAM OF )3� OSCOTT R. COLLINLic. No. 035791�11/17/24�S JONAL00C •.. / j 1� / / - --- " I — l_A _ N `J , \ \ JflF1UCNIFIJ I CR nVIVCT LVLVJ .. ROTUNDILOBA SWEETGUM rl PARKING AREA #4 .......... > � � I / \ \ I e AMERICAN SYCAMORE Lu ..... SHUMARD OAK / J J ■ l J ( I l \ \ �\ GREENSPIRE LINDEN LV- J / \ • \ I / on \ \ / / I FLOWERING ORNAMENTAL TREES zo a AUTUMN BRILLIANCE SERVICEBERRY a �U-j J z / c / SEy \ EASTERN REDBUD Z u z LL z (R/VCjR �� o ��g / �� ,,'•— q VFW / SWEETBAY MAGNOLIA 0 zo N � q rE TR CLLu EVERGREEN TREES 4 z z a —482' GREENLEAF AMERICAN HOLLY ~ o U) Ln %T �� - +�'�. • / EASTERN RED CEDAR Lu • / LITTLE GEM MAGNOLIA SHRUBS �7 ROSE CREEK ABELIA F$ SHAMROCK INKBERRY SHILLINGSYAUPON HOLLY 314 STO V G(#S \ \ / •.��� LITTLE HENRY SWEETSPIRE (22 ° (N OTTO LUYKEN LAUREL w� s N N N / �_ PARKING AREA 94 o LITTLE BONNIE SPIREA o o .. •.. Z■r4 L9 cyi /<••:.,; ��� ORjF$ I I '•'�I l,; `/ . ¢ ,. 6 / p V W I11 LLJ LLJPARK I \ \ a000 o � -\ � ��I '�� 1 j., a ■ I --I ,e' � . � y � t, ;.' :.1I, ,� •-sue., N / n N D on of ,� � oop / � . •�. � \ I:i:�;:. �. 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CAYX RVE SYMBOL KEY / / W > � SYM OMMON NAME — — / y SHADE TREES — — I _ — — — — _ / / / / / / / d — J uj RED SUNSET' RED MAPLE Q a HERITAGE' RIVER BIRCH / o I P> e I W o EUROPEAN HORNBEAM —�— — — — O 3 ° 7 I / AMERICAN BEECH — — MAGYAR GINKGO / _— — I i ICI I� Q z u ao Lu — — — 2 SHADEMASTER HONEY LOCUST /�46&— i r — I - U ROTUNDILOBA SWEETGUM � z AMERICAN SYCAMORE \ \ \ i / �5 / / I •• 'III LOT 2 LOT 3 LOT 4 LOT 5 LOT I II Lij � I W Q \ 6 _ ; I LOT Z SHUMARD OAK \ \ \ / / / I !— ul Lu Z GREENSPIRE LINDEN U) w Z _ — —----f--- I Q --------1- ------ �_ LOT 7 _ W FLOWERING ORNAMENTAL TREES � — G =" -"�"- — — — _ +_ % II AUTUMN BRILLIANCE SERVICEBERRY \ / , / / .. _ I w W Z EASTERN REDBUD / � / _ — — _ — , /I U J U O Cn SWEETBAY MAGNOLIA \ / / / / / / — — _ i EVERGREEN TREES GREENLEAF AMERICAN HOLLY f 472 y EASTERN RED CEDAR \ II — — f — 1 �— — — / _ ' - I ---I I— LITTLE GEM MAGNOLIA --- -- ----- —_— -'- A --I -f - II O w SHRUBS w F o /I� / —� -- --- -� ROSE CREEK ABELIA / 0 Lu SHAMROCK INKBERRY V II I I ; I °C Ln L GRAPHIC SCALE p ---- / / / I �� JOB NO. o SHILLINGS YAUPON HOLLY 20 0 10 20 4/ II I / ��� 232220 i I 0 TM P 46--109 A SCALE o LITTLE HENRY SWEETSP RE II _ I y ( IN FEET) / \ \ \ \ / I I / - 1 20 0 OTTO LUYKEN LAUREL \ \ 1 inch = 20 ft. SHEET NO. L1.4 LITTLE BONNIE SPIREA \ — — — — / \ \ / vv v vv I 1 \ I \ OF�� O SCOTT R. COLLINS U Lic. No. 035791 11/17/24 "0 AL I \ l 1 \ a z m L W a m Ln d u ti J Z Z U Ln W g z LL Z O o d a z 0 � cn # w Ln /A v, . > J Q J Q N W tY Z LL W Q z LL w ¢ w 1 4' x 1 16" FORERUNNER F 2 2' P( 4" SQUARE PICI POST TO BE SET IN CONCRETE FOOTEF PER MANUFACTURE RECOMMENDATION: 8' NOM. 1. DECORATIVE ALUMINUM FENCE GENERAL LANDSCAPE NOTES: 1. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST - ALL FENCE MATERIALS TO CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT, OR A PHASE THEREOF. BE POWDER COATED BLACK - INSTALL PER 2. ALL TREES SHALL BE PLANTED IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS MANUFACTURER'S JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND RECOMMENDATIONS THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. PLANTING ISLANDS SHALL CONTAIN A MINIMUM OF 50 SQUARE FEET PER TREE, WITH A MINIMUM DIMENSION OF FIVE FEET IN ORDER TO PROTECT THE LANDSCAPING AND ALLOW FOR PROPER GROWTH. WHEEL STOPS, CURBING OR OTHER BARRIERS SHALL BE PROVIDED TO PREVENT DAMAGE TO LANDSCAPING BY VEHICLES. WHERE NECESSARY, TREES SHALL BE WELLED OR OTHERWISE PROTECTED AGAINST CHANGE OF GRADE. ALL PERVIOUS AREAS OF THE SITE SHALL BE PERMANENTLY PROTECTED FROM SOIL EROSION WITH GRASS OR OTHER GROUND COVER OR MULCH MATERIAL. 3. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR A PROPERTY OWNERS' ASSOCIATION, AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN. 5. ALL TREES SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION AND/OR BY THE APARTMENT COMPLEX MANAGEMENT SERVICES. 6. IF STREET TREES ARE PLANTED WITHIN THE PUBLIC STREET RIGHT-OF-WAY, THE TREES SHALL BE MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. SCALE: 1/2"=V-0" 7. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN AREA BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINE AND ACCOMMODATE PEDESTRIANS. ROOT CROWN TO BE PLACED 1"-2" ABOVE SURROUNDING GRADE HARDWOOD MULCH, 3" MIN. LANDSCAPING NOTES: SOIL SAUCER: USE PREPARED TOPSOIL, 6" MIN. REMOVE TOP 3 OF BURLAP PREPARED ADMIXTURE BACKFILL PREPARED SUBGRADE PEDESTAL TO PREVENT SETTLING 2. EVERGREEN TREE PLANTING SCALE:NTS RUBBER HOSE ON EACH MAJOR STEM, ALL MAJOR STEMS SHOULD BE WIRED TOGETHER ROOT CROWN TO BE PLACED 1"-2" ABOVE SURROUNDING GRADE HARDWOOD MULCH, 3" MIN. SOIL SAUCER: USE PREPARED TOPSOIL, 6" MIN. WOOD STAKES (3) IN FIRM SOIL REMOVE TOP 3 OF BURLAP, NON -BIODEGRADABLE MATERIAL SHALL BE TOTALLY REMOVED PREPARED ADMIXTURE BACKFILL PREPARED SUBGRADE PEDESTAL SCALE:NTS 3. SHRUB PLANTING SCALE:NTS CROWN OF SHRUB TO BE PLACED 1"-2" ABOVE SURROUNDING GRADE HARDWOOD MULCH, 3" MIN. CREATE SAUCER WITH TOPSOIL, 6" MIN. PRUNE DAMAGED OR DESSICATED ROOTS GENTLY COMPACTED TOPSOIL MIXTURE SCARIFY PIT BOTTOM, 6" MIN. RUBBER HOSE ON EACH MAJOR STEM, ALL MAJOR STEMS SHOULD BE WIRED TOGETHER ROOT CROWN TO BE PLACED 1"-2" ABOVE SURROUNDING GRADE HARDWOOD MULCH, 3" MIN. SOIL SAUCER: USE PREPARED TOPSOIL, 6" MIN. WOOD STAKES (3) IN FIRM SOIL REMOVE TOP 3 OF BURLAP, NON -BIODEGRADABLE MATERIAL SHALL BE TOTALLY REMOVED PREPARED ADMIXTURE BACKFILL PREPARED SUBGRADE PEDESTAL TO PREVENT SETTLING 5. MULTI -STEM TREE PLANTING SCALE:NTS APPLICABLE STANDARDS AMERICAN STANDARD FOR NURSERY STOCK, ANSI Z60.1 AMERICAN JOINT COMMITTEE ON HORTICULTURAL NOMENCLATURE: STANDARDIZED PLANT NAMES ALL PLANT MATERIAL SHALL BE NURSERY GROWN UNLESS OTHERWISE NOTED. PLANTS SHALL HAVE A HABIT OF GROWTH THAT IS NORMAL FOR THE SPECIES AND SHALL BE HEALTHY, VIGOROUS AND EQUAL OR EXCEED THE MEASUREMENTS SPECIFIED IN THE PLANT LIST, WHICH ARE THE MINIMUM ACCEPTABLE SIZES. PLANTS SHALL BE MEASURED BEFORE PRUNING WITH BRANCHES IN NORMAL POSITION. ANY NECESSARY PRUNING SHALL BE DONE AT THE TIME OF PLANTING. REQUIREMENTS FOR MEASUREMENTS, BRANCHING, GRADING, QUALITY, BALL AND BURLAPPING OF PLANTS IN THE PLANT LIST GENERALLY FOLLOW THE CODE OF STANDARDS CURRENTLY RECOMMEND BY THE AMERICAN STANDARD FOR NURSERY STOCK. PLANTS THAT MEET THE REQUIREMENTS SPECIFIED, BUT DO NOT HAVE THE NORMAL BALANCE OF HEIGHT AND SPREAD TYPICAL FOR THE RESPECTIVE PLANT, SHALL NOT BE ACCEPTED. ALL PLANTS SHALL BE FREE OF WEEDS AND OTHER OBJECTIONABLE VEGETATION. PLANTS (GENERAL) PLANTS SHALL BE NURSERY GROWN, HEALTHY, VIGOROUS, BUSHY, WELL-BALANCED, OF NORMAL HABIT OF GROWTH FOR THE SPECIES, AND SHALL BE FREE FROM DISEASE, INSECT EGGS AND LARVAE. THEY SHALL HAVE CROWN AND ROOT BALL SIZES THAT MEET OR EXCEED THE STANDARDS SET FORTH IN "AMERICAN ASSOCIATION OF NURSERYMEN, INC." THE SPECIFIED SIZES SHALL BE BEFORE PRUNING, AND PLANTS SHALL BE MEASURED WITH THEIR BRANCHES IN NORMAL POSITION. PLANTS SHALL NOT BE PRUNED PRIOR TO DELIVERY, EXCEPT UPON SPECIAL APPROVAL. SHADE TREES SHALL BE HEALTHY, VIGOROUS, FULL -BRANCHED, WELL -SHAPED, AND SHALL MEET THE TRUNK DIAMETER, HEIGHT, AND SPREAD REQUIREMENTS OF THE PLANT LIST, AND MEET THE STANDARDS OF "THE AMERICAN ASSOCIATION OF NURSERYMEN." BALLS SHALL BE FIRM, NEAT, SLIGHTLY TAPERED AND WELL BURLAPPED. ANY TREE LOOSE IN THE BALL OR WITH BROKEN BALL A TIME OF PLANTING WILL BE REJECTED. BALLS SHALL BE SIZED IN ACCORDANCE WITH THE AAN STANDARDS. TREE AND SHRUB PLANTING PLANT TREES IN TREE -PITS GREATER IN DIAMETER THAN BALL AND AT A HEIGHT WHICH ASSURES PROPER DRAINAGE AND VIGOROUS GROWTH. FILL BOTTOM OF PIT (TO DEPTH OF ROOT BALL) WITH A MIXTURE OF SOIL. AFTER SETTLING THE TREE, THE PIT SHALL BE BACKFILLED WITH SOIL MIX, THEN CAREFULLY SETTLED BY WATERING TO PREVENT AIR POCKETS. ALL PLANT BEDS PLUS AN AREA THREE FEET GREATER IN DIAMETER THAN THE BALL AROUND EACH TREE SHALL BE MULCHED WITH 3" OF CLEAN, HARDWOOD MULCH. SHOULD THE CONTRACTOR ENCOUNTER SOIL CONDITIONS WHICH ARE INHOSPITABLE TO NORMAL PLANTING, IT IS HIS RESPONSIBILITY TO MODIFY THE SOIL SO THAT THE PLANTS WILL THRIVE. THESE MODIFICATIONS MAY INCLUDE PROVIDING DRAINAGE FOR TREES OR SHRUB BEDS AND PROVIDING ANY EXTRA SOIL AS MAY BE REQUIRED FOR PLANTING. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT. THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. PRE -CONSTRUCTION 1. CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. 2. VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. 3. PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF ON -AVAILABILITY TO THE LANDSCAPE ARCHITECT, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. 4. PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS. 5. SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED PER TEST RESULTS TO ENSURE PLANT HEALTH. CONSTRUCTION/INSTALLATION 1. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. 2. INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. 3. CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. INSPECTIONS/GUARANTEE 1. UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. 2. ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR. 3. REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. OF f O SCOTT R. COLLINS O Lic. No. 035791 11/17/24 4 IONAL E�C� LU Ca W Ca Z u' o a d ti J Z rq a , Z Z ZU w g LL g O Z w � w I~ /A (n J J vu, z W Z w Z LL Q LL w ¢ w LN a a a d v v a w r- M rl rl ¢� rn o o .+ L9r M ZM N d' c'') O W0) N W> zLL] J W L O z� WC) Y U z _ w W J� U) J� LLI 0� O Q u c:) N u w O a w J H w w JOB NO. 232220 SCALE N/A SHEET NO. L1.6 a"d.. 1 r'Qi',cb.`�11io'.�i` Mier!�+cal •�, • •. �rAy.• rc'=� rt ••.o. It OR OCAOOR S�v�v` ON MEMON7M vv • -1:1964100iffi—M1 ' &N�'Ow� N :5�.+,lpvpppOpppO , ..MM�.,•v.,,v.,o vr• o►+rSQ�`�4`Q�` •i i�1 �' a !ice � �nw������ ��� �� °�• ;. 7 � �� iNg .ate ♦ •• 2000..p�•.�At+c1 b ► . �ppvpbp���pp0b, •• W v�, O. •�'� � • nmmmgn� ppNp� mwn w.- A� - ipQbp��p� �O� •,. o = U dz GRAPHIC SCALE 60 0 30 60 120 ( IN FEET ) 1 inch = 60 ft. WOODBROOK APARTMENTS RECREATION AMENITIES REQUIURED RECREATION AMENITIES TOTAL PROJECT AREA: 30.29 ACRES PHASE I: 83o,876 SQ. FT. (19.074 ACRES) PHASE II: 224,732 SO. FT. (S.1Sg ACRES) PHASE III: 263,935 SO. FT. (6.o59 ACRES) S% OF TOTAL SITE: 65,971 SQ. FT. (i.S ACRES) TOTAL UNITS: ago RESIDENTIAL UNITS PHASE 1: 318 MULTI FAMILY UNITS PHASE z: 3o TOWNHOME UNITS PHASE 3: 42 TOWNHOME UNITS RECREATION REQUIRED: (1) 2,000 SO. FTTOT LOT REQUIRED FOR FIRST 30 UNITS AND i OF EACH OF THE FOLLOWING FOR EVERYADDITIONAL So UNITS: -4SEATSWING -SLIDES -TWO CLIMBERS -ONE BUCKABOUT OR WHIRL -TWO BENCHES 36o ADDITIONAL UNITS / So = 7 OF EACH ABOVE (1) 2 BASKETBALL COURT FOR EVERY ioo UNITS = W $ BASKETBALL COURTS PROPOSED RECREATION AMENITIES: POOL AND CLUBHOUSE AMENITY SPACE: 46,174 SO. FT. -CLUBHOUSE WITH FITNESS CENTER & COMMUNITY ROOMS -POOL AND POOL DECK -OUTDOOR GRILLING AREA -OUTDOOR FIRE PIT CENTRAL PARK AMENITY SPACE: 14,375 SO. FT- -OPEN RECREATION LAWN -SEATING PLAZA -WALKING PATHS DOG PARK AMENITY SPACE: 9,148 SQ. FT. -FENCED IN DOG PARK -BENCH SEATING TOT LOT AMENITY SPACE: 6,534 SO. FT. -AGES 2-12 PLAYGROUND STRUCTURE -SWINGS -CUBE CLIMBING STRUCTURE -BENCH SEATING PRIMITIVES TRAILS: 6,174 SQ. FT. -z o58 LINEAR FEET OF TRAILS -3' MINIMUM WIDTH RECREATIONAL EQUIPMENT AND FACILITIES SHALL BE MAINTAINED IN A SAFE CONDITION AND REPLACED AS NECESSARY. MAINTENANCE SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER IF RENTAL UNITS OR A HOMEOWNERS' ASSOCIATION IF SALE UNITS. RECREATIONAL FACILITIES SHALL BE COMPLETED WHEN So PERCENT OF THE UNITS HAVE RECEIVED CERTIFICATES OF OCCUPANCY. 1 i / p z, w - a1/1� ,`tea. i`!"• Rpm e .., , ., � �� --�, .: � `r •, � ,� QUO .�j �� •� ' �1 �aoef it '�`rii 'i.+�.Y � "•1 \e.`�� •''•`♦ri ,` -; �� •`,.,.z vide \�. ` tp� ��. 'tla✓1 III �� r: �_" / •.' `� "" �'\' ,AW, •.OAF .1/u .3\ •z' / z '�°000p a° tp H• jY $i z. p ^ < �i � �...�. � � Ala z •: 9 e _ 1I11111111I111 n� � b0. .. , , IY 1 ,P ,. � 11111111\1111111 t r. �• � � �' �1 � III �� � z�z .• �� J. a � i� °® N ri4 Ts,o s ®®o SE�•PCSte - ®® B 1LC1t0R\ES 45TOWE5 �� \ y, 9 OWES ®® SWM... oWE ®0i r- FACILITY -'_� ° PHP'S ° \ l 0 r P Y AEI N � III 1 sF n.: r / I 1 3 LOT 3o LOT 29 LOT zB I I 1 x , � LOT a7 �CALYXDRIVE�- 1y 1, T) CALYxD (PUBLIC STREE �r ` 1 RIVE CENTRAL PARK AMENITY SPACE r� __ n _ / � / I I — _ � II - I 14,375 SQ. FT. I �+ LOT UBLICSTREET) - � I - -__-- __ ••v i _ _- PRIMITIVE TRAIL THROUGH WOODED AREA - LOTa LOTx LOTS LOT4 LOTS LOTS LOT x7 I III / 906 LINEAR FT. w w LOTa6 �F I J LOT LOTS LOT / L 1 d 1—`— --- LOTYo LOT ax DOG PARK AMENITY SPACE LOTagd 9,148 SQ. FT. ` -- LOTa; NTH OF O SCOTT R. COLLINS — U Lic. No. 035791 a 4' 11/17/24 �SSIONAL Y� z a a_ Z °C z " z Z W g LL 3 o , C z # W 0. U � U) U) U% J 0 J yJ W z_ W Z •�� LY LL l7 ILL W a W W a a N N N W Q CD o h� Lu O M z ZN Q i � w TOT LOT AMENITY SPACE 6,534 SQ. FT. N wNT VJ J N z_ Q W> w w H-I J PHASE III J PHASE z _j J w > . - Q w W Lu O 1 ' z z PRIMITIVE TRAIL THROUGH Q Z w WOODED AREA w U w Q 1,152 LINEAR FT. z c; YO p w _I �— x ul w Q :1 > > L -A Z `� w — Lu J /�� J V /Lu ~� w J O J O O w M U O J N v F_ W F O w LLI LLJ `A JOB NO. Ln 232220 Lu SCALE w 1"=60' SHEET NO. L3.4 ADA ACCESSIBLE GAS GRILLS AND COUNTERTOP PERGOLA SHADE STRUCTURE 48" ROUND GAS FIREBOWL AND SEATIN AREA (2) 6' BENCH ON CONCRETE PAD TO BE LOCATED WITHIN DOG PARK CLUBHOUSE AND POOL AMENITY SPACE SCALE: 1" = 20' DOG PARK AMENITY SPACE SCALE: 1" = 20' POOL PAVILION FOR BATHROOMS, SHOWER, AND MECHANICAL SEAT WALL, TYP. CONCRETE POOL DECK PERGOLA SHADE STRUCTURE MULTI -USE PATH ALONG ROADWAY BUS STOP WITH SHELTER RAISED PLANTER AND SEATWALL CANTILEVER SHADE CANOPY WITH BENCH SEATING UNDER CONCRETE PAVERS SEATWALL DECOMPOSED GRANITE PATH WITH METAL EDGING DOUBLE ACCESS GATE AND FENCE AROUND DOG PARK CENTRAL PARK AMENITY SPACE SCALE: 1" = 20' 6' BENCH ON CONCRETE PAD ; i < O � ; CUBE CLIMBER Off- \ SWINGS �\ PLAYGROUND STRUCTURE BIKE RACK LOT 68 LOT 69 LOT 70 LOT 71 % LOT i 72 TOT LOT AMENITY SPACE SCALE: 1" = 20' '0oH �F� C SCOTT R. COLLINS — L.) Lic. No. 035791 11/17/24 4' �SSIONAL E��t LU Ca W Z u' � o a m d ti J Z � a z Z z ZL7 �, Lu o d a O z z � # w s In ��Ln J Q J w Z_ w Z w ¢ w LN a a a d W N N N F M II n QCI o o .+ .. L9O M z zN o U) W� J N Q U) z z W > w z J w J w CD U)Q J 9 w w H � O , z Q z w W w 2: 2: a Y O O ulJ w Q z U) w � 0 U w w J� J U W J 0 � J Q O uC) w O N u W Lu O w � S d � JOB NO. 232220 SCALE 1"=20' SHEET NO. L3.5