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ARB201900145 Plan - Other (not approved) 2020-05-07 (2)
I GENERAL NOTES OWNER: PRESIDIO PANTOPS, LLC 455 SECOND ST SE, 5TH FLOOR CHARLOTTESVILLE,VA 22902 MARTHA JEFFERSON DEVELOPER: CASTLE DEVELOPMENT PARTNERS, LLC 230 COURT SQUARE, SUITE 202 CHARLOTTESVILLE,VA 22902 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESVILLE,VA 22902 (434)293-3719 TAX MAP NO.: 07800-00-00-02OM6 DB 5224 PG 198 TOTAL PROJECT AREA: 22.474 ACRES TOTAL ZONING: PLANNED DEVELOPMENT MIXED COMMERCIAL WITH PROFFERS (ZMA 01-015), PRESERVED AND MANAGED STEEP SLOPES OVERLAY DISTRICT, FLOODPLAIN OVERLAY DISTRICT, AND ENTRANCE CORRIDOR DISTRICT TOPO & SURVEY: SURVEY PROVIDED BY ROUDABUSH & GALE DATED JUNE, 2017. ORIGINAL TOPOGRAPHY IS AERIAL SURVEY PERFORMED BY VIRGINIA RESOURCE MAPPING DATED JANUARY, 2006. ADDITIONAL TOPO AND VERIFICATION OF EXISTING TOPOGRAPHY HAS BEEN PERFORMED BY ROUDABUSH & GALE, WITH THE ADDITIONAL INFORMATION ADDED TO THE DESIGN PLANS. TOPOGRAPHY HAS ALSO BEEN FIELD VERIFIED BY COLLINS ENGINEERING IN AUGUST 2019. BOUNDARY UPDATED PER RECENT SURVEY PLATS FROM ROUDABUSH & GALE ASSOCIATES. DATUM: NAD83, NAVD 88 EXISTING TERRAIN: WOODED UNDEVELOPED PROPERTY SLOPING DOWN TOWARD THE RIVANNA RIVER AND INTERSTATE 64. PROPOSED: 250 RESIDENTIAL APARTMENT UNITS, CLUBHOUSE, AND AMENITIES (100) 2 & 3 BEDROOM APART. UNITS AND (150) 1 BEDROOM AND 1 BEDROOM W/ DEN APART. UNITS WATER SUPPLY PROTECTION AREA: N/A WATERSHED / WATER RESOURCE AREA: RIVANNA RIVER DRAINAGE BASIN ALLOWABLE DENSITY: PER ZONING APPLICATION PLAN - PARCEL I (16.65 ACRES) = 250 UNITS: 15 DU/AC. PROPOSED DENSITY: 250 UNITS / 16.65 ACRES = 15 DU/AC (PER THE REZONING DEVELOPMENT AREA). THE ENTIRE REZONING DEVELOPMENT AREA IS LOCATED ON THIS PROPERTY, WITHIN THE 22.47 ACRES. THE TOTAL DENSITY OF THE PROPERTY IS AS FOLLOWED: DENSITY OF ENTIRE PROPERTY = 250 UNITS / 22.474 ACRES = 11.12 UNITS / ACRE BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 60 FEET. THE MINIMUM STEPBACK REQUIREMENTS FOR ANY STORY THAT BEGINS ABOVE 40 FEET IN HEIGHT OR FOR EACH STORY ABOVE THE THIRD STORY, WHICHEVER IS LESS, IN HEIGHT SHALL BE AS PROVIDED IN SECTION 4.20. SETBACKS: SEE PROFFERS, MAXIMUM FRONT SETBACK IS 30'. SUBDIVISION STREETS: CURB & GUTTER UTILITIES (WATER AND SEWER): COUNTY PUBLIC WATER AND SANITARY SEWER FIRE AND RESCUE: AS REQUIRED, ALL FIRE FLOWS WITHIN THE APARTMENT COMPLEX TO SERVICE THE BUILDINGS SHALL BE A MINIMUM FIRE FLOW OF 1750 GPM @ 20 PSI. THE AVAILABLE FIRE FLOW IS 2,440 GPM @ 64 PSI. FIRE HYDRANTS SHALL BE SPACED ACCORDINGLY TO PROVIDE COVERAGE TO ALL BUILDINGS. AGRICULTURAL/ FORESTAL DISTRICT: NONE EXISTING VEGETATION: WOODED LIGHTING: PARKING LOT AND BUILDING LIGHTING IS INCLUDED WITH THIS FINAL SITE PLAN. LIGHTING SHALL CONFORM TO ALBEMARLE COUNTY LIGHTING AND DARK SKY ORDINANCE. LANDSCAPING: A LANDSCAPING PLAN HAS BEEN PROVIDED IN ACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE SECTION 32.7.9. STREET TREES SHALL ALSO BE INCLUDED WITH THE LANDSCAPING DESIGN TO INCORPORATE STREET TREES EVERY 40' ALONG THE ROADWAYS. TRASH RECEPTACLES: A PROPOSED TRASH DUMPSTER / TRASH COMPACTOR IS PROPOSED ON -SITE FOR TRASH SERVICE FOR THE APARTMENT COMPLEX. PHASING: THIS SITE SHALL BE DEVELOPED IN ONE PHASE. PARKING REQUIRED: 2 PARKING SPACES PER (2) AND (3) BEDROOM UNITS & 1.5 PARKING SPACES PER (1) BEDROOM UNITS 100 (2) BEDROOM UNITS = 200 SPACES 150 (1) BEDROOM UNITS & (1) BEDROOM UNITS W/ DEN = 225 SPACES TOTAL PARKING SPACES REQUIRED = 425 SPACES (INCLUDING 12 HANDICAP SPACES ALL OF WHICH ARE VAN ACCESSIBLE) NOTE: A TOTAL OF (9) HANDICAP SPACES INCLUDING (2) VAN ACCESSIBLE SPACES ARE REQUIRED FOR ADA REGULATIONS PARKING PROVIDED: TOTAL PARKING SPACES PROVIDED = 406 SURFACE PARKING SPACES AND 20 GARAGE PARKING SPACES = 426 PARKING SPACES STREAM BUFFERS/FLOODPLAIN: THE STREAM BUFFERS SHOWN HEREIN SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. THIS 100-YEAR FLOODPLAIN LIMITS EXIST ON THE SUBJECT PARCEL, PER FEMA MAP NUMBER 51003CO145D ADOPTED FEBRUARY 4, 2005. NO IMPACTS ARE PROPOSED FOR THE EXISTING STREAM BUFFER OR 100 YEAR FLOODPLAIN. THE PROPERTY IS WITHIN A STATE DAM INUNDATION ZONE AND FEDERAL DAM INUNDATION ZONE ALONG THE RIVANNA RIVER. ALL PROPOSED DEVELOPMENT SHALL BE LOCATED OUTSIDE OF THE LIMITS OF THE INUNDATION ZONES. RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THIS PLAN, SEE GRADING PLAN SHEETS 6 & 7. RECREATION: REQUIRED: 250 APARTMENT UNITS x 200 SF = 50,000 SF TOT LOT = 5 TOTAL REQUIRED (MINIMUM 2,000 SF EACH - TOTAL 10,000 SF) BASKETBALL COURT = (2) HALF -COURTS OR (1) FULL -COURT PROPOSED: CLUBHOUSE = 14,000 SF POOL DECK= 12,200 SF DOG PARK = 3,500 SF BEER GARDEN = 2,800 SF COURTYARD = 12,650 SF ONSITE WALKING TRAIL = 9,600 SF TOTAL = 54,750 SF NOTES: 1. PER COUNTY CODE 18-4.16.3.2, 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. 2. PER COUNTY CODE 18-4.16.3.3, RECREATIONAL FACILITIES SHALL BE COMPLETED WHEN FIFTY (50) PERCENT OF THE UNITS HAVE RECEIVED CERTIFICATES OF OCCUPANCY. LAND AREA: BUILDINGS: 2.64 AC. (11.7%) PARKING AND TRAVELWAYS 4.00 AC. (17.8%) SIDEWALKS: 1.46 ACRES (6.5%) RECREATIONAL AREAS: 1.26 ACRES (5.6%) OPEN SPACE: 13.54 AC. (58.4%) IMPERVIOUS AREAS: 352,885 SF (8.10 AC) TOTAL PARKING AREAS AND TRAVELWAYS: 174,260 SF SIDEWALKS: 63,510 SF BUILDINGS: 115,115 SF PAVED PARKING AND CIRCULATION AREA: 174,260 SF STEEP SLOPES OVERLAY DISTRICT: MANAGED STEEP SLOPES AND PRESERVED STEEP SLOPES ARE EXISTING ON SITE AS SHOWN ON THE PLAN. IMPACTS TO MANAGED SLOPES ARE CONSISTENT WITH THE ALBEMARLE COUNTY ZONING ORDINANCE. NO IMPACTS ARE PROPOSED TO THE EXISTING PRESERVED SLOPES. BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THE SITE. STORMWATER MANAGEMENT: A VSMP/STORMWATER MANAGEMENT PLAN HAS BEEN APPROVED FOR THE PROJECT, SEE THE WATER PROTECTION PLAN (WP0201800027). THIS PLAN REFERENCES AND ILLUSTRATES THESE FACILITIES FOR THE OVERALL DEVELOPMENT AND DRAINAGE DESIGN. THE FINAL DETAILS FOR THE CONSTRUCTION OF THE STORMWATER MANAGEMENT FACILITIES ARE PART OF THE APPROVED WP0201800027 VSMP PLAN. m HOSPITAL PRESIDIO APARTMENTS \I� ARB PLAN RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA r� o o� o' o 0 q0 j TRIP GENERATION CALCULATIONS TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) 250 APARTMENTS UNITS (CODE 230) ADT: 1680 VPD (840 ENTER/ 840 EXIT) AM PEAK: 128 VPH (26 ENTER/ 102 EXIT) PM PEAK: 155 VPH (101 ENTER/ 54 EXIT) RIGHT /LEFT TURN VDOT CALCULATIONS PETER JEFFERSON PARKWAY EXISTING TRIPS (BASED ON 2017 TRAFFIC ANALYSIS FOR A POTENTIAL REZONING ON THE PROPERTY) VPH: PETER JEFFERSON PARKWAY EASTBOUND: PEAK AM: 194 TRIPS PEAK PM: 322 TRIPS WESTBOUND: PEAK AM: 408 TRIPS PEAK PM: 210 TRIPS LEFT TURN ANALYSIS: (45% LEFT TURN INTO SITE) PROPOSED TRIP COUNTS MEET A LEFT TURN WARRANT RIGHT TURN ANALYSIS: (55% TOTAL RIGHT TURN INTO SITE) PROPOSED TRIP COUNTS AND TURNING MOVEMENTS WARRANT A RIGHT TURN TAPER FOR BOTH ENTRANCES. NO RIGHT TURN LANE IS REQUIRED. I � / I �I �I I 1 � I � I � I SHEET LAYOUT SCALE: 1" = 100' Cs' ADDITIONAL NOTES: 1. ALL OPEN SPACE SHALL BE PRIVATELY OWNED AND MAINTAINED. 2. THE STREETS IN THE DEVELOPMENT SHALL BE PRIVATE TRAVELWAYS. 3. THE PROPOSED DEVELOPMENT SHALL BE SERVED BY PUBLIC WATER AND SEWER. 4. THE PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FORESTAL DISTRICT. S. THIS PROJECT IS LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA MAP NUMBER 51003CO289D ADOPTED FEBRUARY 4, 2005. 6. ALL PROPOSED UTILITY EASEMENTS SHALL BE DEDICATED TO PUBLIC USE. ALL DRAINAGE EASEMENTS SHALL REMAIN PRIVATE DRAINAGE EASEMENTS. 7. STREET TREES SHALL BE PROVIDED ALONG PETER JEFFERSON PARKWAY 40, O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS. 8. PUBLIC WATER AND SANITARY SEWER EASEMENTS AND ALL LANDSCAPING MAINTENANCE EASEMENTS SHALL BE ESTABLISHED AND PLATTED IN CONJUNCTION WITH THE FINAL SITE PLAN. 9. ALL MECHANICAL EQUIPMENT SHALL NOT BE VISIBLE FROM THE ENTRANCE CORRIDOR (INTERSTATE 64 AND RICHMOND ROAD). ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM THE ENTRANCE CORRIDOR BY FENCING AND/OR BUILDINGS TO PREVENT THE VISIBILITY OF THE UNITS FROM INTERSTATE 64. T PROJE'CTcl IN =TE VICINITY MAP SCALE: 1" = 1000' SHEET INDEX TITLE SHEET COVER 1A PROFFERS 113 EXISTING CONDITIONS 2 OVERALL LAYOUT SHEET 3 LAYOUT PLAN 4 LAYOUT PLAN 5 UTILITY PLAN 6 UTILITY PLAN 7 GRADING & DRAINAGE PLAN 8 GRADING & DRAINAGE PLAN 9 NOTES & DETAILS 10 LANDSCAPING PLAN 11 LANDSCAPING PLAN 12 LANDSCAPING PLAN 13 LANDSCAPING DETAILS 14 LIGHTING PLAN 15 TOTAL SHEETS 15 LEGEND EXISTING CULVERT CUL VERT 0 DROP INLET & STRUCTURE NO. CURB CURB & GUTTER PROPOSED PAVEMENT EC-3A DI TCH 6.. DEPTH OF EC-3A DITCH EC-2 DI TCN g" DEPTH OF EC-2 DITCH EARTH DITCH DRIVEWAY CULVERT BENCH MARK _ s _ _ _ CLEARING LIMITS EXISTING CONTOUR 20o PROPOSED CONTOUR VDOT STANDARD STOP SIGN m PROPOSED SPOT ELEVATION NOTES: CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE A CONFLICT, AND UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS. THE CONTRACTOR MUST LOCATE ALL SURFACE AND SUB -SURFACE UTILITIES PRIOR TO ANY WORK ONSITE. ANY SIDEWALK AND/OR CURB DAMAGE IDENTIFIED IN THE SITE VICINITY DUE TO PROJECT CONSTRUCTION ACTIVITIES AS DETERMINED BY THE VDOT INSPECTOR SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. SIDEWALK WILL BE REPLACED AT THE DIRECTION OF THE VDOT INSPECTOR. ANY EXISTING SIDEWALK THAT IS CURRENTLY DAMAGED AND IN NEED OF REPAIR OR NOT IN COMPLIANCE WITH CURRENT STANDARDS SHOULD BE REPLACED AS PART OF THIS PROJECT AS WELL. IN ADDITION, ANY EXISTING CG-12S ALONG THE PERIMETER OF THE SITE SHOULD BE UPGRADED TO MEET CURRENT STANDARD IF NEEDED. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE CONSISTENT WITH THE MUTCD APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT 07, SCOTT R. COLLINS'�, ,u No. 35791 1�1 z (� w 0 O r/ Z z U � � Z U vn co O w cn H O Q Q 2:J w co W Lu L Q Lu ce 0 Lu crn Lu p r co co W N Q C'e) 1 CD w N z Q Lu C w J / Q W �` l < Q J Lu > O U (�/� U _ i V w p ulU) z w O w Cn lc. W eeeeeeeJ w LL 0� Lu J 0� '"1 /Q V 0 O U < Lu 1..1� Lu Lu JOB NO. 172131 SCALE N/A SHEET NO. 1A H 0 SCOTT R. COLLINS No. 35791 111 's10NAL Zz a ® r r- � U � w m o � O Q w W rn w � Q o z Q O C''� M C) W c'� Q - � 1 o (.!) CV N z W Q UJ C W J J_ W ®— Q Cn �.L Q �— LL VJ W O �_ `� z W O W C%, W J W �-�— UJ J � I"1 Q O CV LL w O w n� U0 JOB NO. 172131 SCALE N/A SHEET NO. 18 8-5-i113 MARTHA JEFFERSON HEALTH SERVICES AT PETER JEFFERSON PLACE ZMA 01-015 illustrations submitted as part of the Owner's rezoning materials shall be deemed illustrative only, and such plans and illustrations shall not be deemed proffers. In addition to the provisions of Exhibit A, the Owner further reserves the right to develop the Property in phases (which may involve the made by the earlier to occur of (i) dedication by Thomas Jefferson Foundation, Inc. of the portion of land identified as tax map parcel 7$-31A that is located within the 100-year flood plain into the Rivanna River Greenway System; (ii) final site plan approval for any development on Parcel — COUNTY OF ALBEMARLE Department of Planning &community Development PROFFER STATEMENT reasonable use of surface parking prior to ultimate buildout of the Property as I shown on the Application Plan (if applicable, in which case such site plan 401 %lctnt;re Road, Room 218 shown on the Application Plan), and to make reasonable modifications to the will include reasonable provisions for access to the Greenway System); or (iii) Charlottesville. Virginia 22902-4596 {434) 296 - 5823 The following parcels are subject to rezoning application ZMA 01-015 and thus to conceptual grading plan shown on sheet AP-3 of Exhibit B {provided that the final subdivision plat approval for any development on Parcel I shown on the Fax (434) 972 - 4012 this proffer statement: tax map parcels 78-2QM, 7$-71, 78-71A and 78-31I (the finished grades not vary by more than ten (lO) feet up or dawn}. Application Plan {if applicable, in which case such subdivision plat will "Property"). The Applicant is Martha Jefferson Health Services Corporation. The owner include reasonable provisions for access to the Greenway System). September 22, 2003 of tax neap parcels 7$-20M, 78-71 and 78-71A is Worrell Land &Development 2. All buildings and structures constructed on the Property shall substantially Notwithstanding the foregoing sentence, in the event the Owner elects in its Michael Matthews Company, L.C., it successors and assigns. The owner of tax neap parcel 78-3 lI is MJH comply with the Peter Jefferson Place Design Criteria and Guidelines dated sole discretion to make such dedication at an earlier date it may do so. In a Matthews Development Foundation, Inc., its successors and assigns. For purposes of this proffer statement, .August 5, 2003 and attached hereto as Exhibit C. In addition, the following addition, such dedication shall be subject to reservations of a right of access One Boar's Head Pointe Worrell Land &Development Company, L.C., it successors and assigns and MJH additional design criteria shall govern the exteriors of all buildings and for ingress and egress from the Property for the benefit of the Owner, for Charlottesville, VA 22903 Foundation, Inc., its successors and assigns are herein collectively referred to as the structures constructed on the Property following the Board of Supervisors' drainage from the Owner's stormwatez control facilities, of riparian rights in LETTER OF CORRECTION "Owner." approval of ZMA Ol -015; as determined to the reasonable satisfaction of the the Rivanna River for the benefit of the Owner, and for other purposes lace The Owner hereby voluntarily proffers that if the Albemarle County Board of Director of Planning and Community Development or his/her successor: reasonably stipulated by the Owner. Upon the Board of Supervisors' approval RE: SP-01-5r8 Martha Jefferson Hospital at Peter Jefferson Place Supervisors acts to rezone the Property to Planned Development Commercial as a. Neutral colors shall be utilized for external building materials so that a. of ZMA. 01-015, employees and agents of the County Department of Parks and Recreation may have reasonable access to the portion of the Property to SP-01-57 Martha Jefferson Hospital at Peter Jefferson Place requested, and further acts to grant the requested special use permits for a hospital and buildings blend with the surrounding landscape, not contrast with it. be dedicated NOTES: 1. THIS PROJECT IS LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA MAP XTH 0� BENCHMARK EXISTING, _,40 40g1 _ NUMBER 51003CO289D ADOPTED FEBRUARY 4, 2005. MATCHLINE A - S E THIS SHEET 2. SURVEY PROVIDED BY ROUDABUSH &GALE DATED DUNE 2017. TOPOGRAPHY IS � 'R_440.000 AERIAL SURVEY PERFORMED BY VIRGINIA RESOURCE MAPPING DATED JANUARY I 312' ---- I ------ SANITARY SEWER MANHOLE .-1°0 ,�, -=310. _ _- TOP ELEV = 446.92 2006. TOPO FIELD VERIFIED BY COLLINS ENGINEERING IN JANUARY 2018. \ r; SCOTT R. COLLINS 3. MANAGED AND PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY. J� 4. 100' WPO STREAM BUFFER IS SHOWN. THE STREAM BUFFER SHOWN HEREON i T-) No. 35791 � SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. IONAL 0 � I V r- 11 TMP: 07800-00-00-031 HO OWNER: GAHC4 CHARLOTTESVILLE VA MOB, LLC �` N35° 00' 00.00"E ZONING: PLANNED DEVELOPMENT f � / _ -�MIXED COMMERCIAL TMP: 07800-00-00-02OM5 "- - - \ - - _ - 82.078' c� 00 ACREAGE: 7.38 AC OWNER: PRESIDIO PANTOPS, LLC DB/PG: 4818/286 / ZONING: PLANNED DEVELOPMENT MIXED COMMERCIAL s ACREAGE: 4.51 AC \ �a DB/PG: 5224/198co .� r = j H D O U '-' i N W w �O o`� F�1 m Lu EXISTING PINE/HARDWOOD ezia J TREES (TYP.) o Ln o = 5 \ o O v CR w > z vUP w W o � / - \ li 30' SWM ACCESS z V I �co O EASEMENT J dc0 00 Z i PROPERTY LINE � A F Lu iLij PORTION OF CURB AND GUARDRAIL ALONG /�5� u) o / I / PETER JEFFERSON PARKWAY TO BE REMOVED �� �3 %' 7j/ ; - o> / FOR APARTMENT COMPLEX ENTRANCES 52p0 j w I0� � w u, / o / � -/ � I � ry• � i - � EXISTING TREELINE =ry - • EXISTING 12" WATERLINE _ EXTENSION TO PROPERTY --- — _ U - _ - r z G r i Q MATCHLIN`SHEET I - - - - - i A - — _ 48� E A - S E THIS .. / PORTION OF MEDIAN TOBE EXISTING GRAVEL�� -- - --- -47f- i - ROAD TO BE REMOVED / - - - - REMOVED FOR NEW TURN LANE y — - _ M - -- 36 M 440 N6�52�66� EXISTING MANAGED % _-- N63° 05' 39.00"W r.�— _-- =r' CD4J 1 SLOPES (TYP) - --- -_F57.965' 0 N z - Q w EXISTING PINE/HARDWOOD j _ TREES (TYP.) i W L=132.773, R=708.000 J _A=10.7448 b U) 0 OO EXISTING PRES RVED Imo^. oM w SLOPES TO REM, (TYP) ' o Lu Q c / J m J r� -- TMP: 07800-00-00-020M1 Q O OWNER: WORRELL LAND &DEVELOPMENT COMPANY LLC U TMP: 07800-00-00-02OM6 = OWNER: PRESIDIO PANTOPS, LLC ZONING: PLANNED DEVELOPMENT MIXED COMMERCIAL r , ZONING: PLANNED DEVELOPMENT MIXED COMMERCIAL ACREAGE: 29.63 AC U DB/PG: 4069/267, 2544/249, 2607/572, 1673/618 W ACREAGE: 22.47 AC � (%1 - DB/PG: 5224/198 1 F_ EXISTING TREELINE ul uj 100-YEAR STREAM BUFFER - - o (� - W V - SWM ACCESS EASEMENT o y �- __ _ Lu goo-- - — EXISTING PINE/HARDWOODLu - _-- �� TREES TYP. 1 FLOODPLAIN \ o \ / - A 04 140) Q / - --- , — M _ Q - - - , - - - Lu _ _ C' - -- - - - -- f 610.670� -- - w ui B. o,,,�� _ �_ - _ _ y ry \) N a JOB NO. GRAPHIC SCAB 172131 Ij 12D�© 0 30 60 240 1 SCALE n60' SHEET NO. IN FEET f 2 V � III■II■II■II■II■II■II■II■II■III ,' � � = e MATCHLINE - SEE THIS SHEET H 0rn �� 0 SCOTT R. COLLINS, �ACCESSIBLE ROUTE \', m No. 35791 ,lz�l THROUGH THE SITE I �IaNAL E (-Z NOTE: VISIBILITY OF ALL MECHANICAL- �� EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED.�� MECHANICAL EQUIPMENT FOR _ �. BUILDING #3 IS LOCATED ON THE ! M � ��P� ���. /� �\ �_� w / ROOF AND SHALL BE SCREENED FROM 1 i THE ENTRANCE CORRIDOR. �v� �% o \ \ _ TMP 78-2OM5CD �� \ 'Ai��`� � i SEPARATE PARCEL z (NOT PART OF THIS �I �C) �.p F N N 1 DEVELOPMENT) GL w �- PARCEL RESERVED FOR TMP: 07800-00-00-020Jo - FUTURE DEDICATION TO _ ��\ yS70 y� V \ Z z m a a OWNER: JDM II SF NATIONAL LLC C/O STATE ' tiT — � w ALBEMARLE COUNTY FOI \ FARM MUTUAL AUTOMOBILE PUBLIC USE gs� �� j z U) Ln ZONING: COMMERCIAL OFFICE - F �. ��� �o ���_ ® -i z z ACREAGE: 19.88 AC 1 cn w LU \ VA ` U a LU O0 DB/PG: 4475/728 = o��� z i H cn TMP: 07800-00-00-020M0 / - �:.- ��k o `� �1I/ z u) U u Mq _ U) U) � �T OACREAGE: 451 AC PANTOP LLC � I BUILDING #1 +�� � /�p6©�/ � R N °ETo �- � � w ��� q ✓Fp NFgRF _ j , (n - LU U DB/PG: DB.5224, PG.198 I ` �� 3/4 STORY BLDG �%s \ \ �Q\89 FRSogo�iNpFRs / /%" w J w w PARCEL RESERVED FOR FUT RE F S �F, FC77 - _ Q a a J DEDICATION TO ALBEMARLE/COUNTY N 1, 42 UNITS %� 2p p p >>�5 oN��rN _ %/ u zQ _ DISTANCE = 3Lu w SIGHT 95' �� ce Lu, �41- _ W W Z zLL NOTE: ALL PROPOSED SEGMENTED ! COURTYAR/ ���� -- -- ° RETAINING WALLS ON SITE SHALL BE I a� 0 ANCHOR DIAMOND PRO "DAMES RIVER" i\ - OPEN / ; f � � , y --- - cn EXISTING CREEK SPACE / ,I N45° 15' 06.69"E 26.74' , I\ MAINTENANCE BUILDING . i NCE=—_ --� L 0�DISTA70' Q mM N� 0 - 5\ " ♦� 1 �MAIL KIOSK; g� / STREAM BUFFER -� �/ ' / lM�. `' BUILDING #2 �, Q 5� �' / / •+.:. Lu , 3/4 STORY BLDG •,� o� � � �� �.,� 46 UNITS ®� _ r \ r2 v � r Lu mod' C y i r / _ l, �, STREET �1�/� CLUBHOUSE `( M / t � T DJSTANCE=:1 - / - POOL I ° s DOG DECK / � Z PARK % **- 04 S f VA N BUILDING #3 �N L u �� ' 4 STORY BLDG ' I Ll� �.: 48 UNITS ���� j I Lu Lu �� ! �� y <.�• AYz- I i V) /011 STORMWATER \ �` '• �,,• �p..�� ( - W U) BUILDING #5y� � � �" � O MANAGEMENT % �� ��� ;�1 �,' W �P 1 - / FACILITY 3/4 STORY BLDG �\ / Q1� 42 UNITS1 -x<c . / / I e. y. I � a U LLj v • �,� r .. / BUILDING #4 'Or 3/4 STORY BLDG �17W 40, 2 UNITS 4 � \ � � Qo �. _w LU I BUILDING #6 ��j�0 U) 3/4 STORY BLDG , ' . �, �- o I --I 34 UNITS / -y"A - o � O % \ < ��� w V ) � w O ® o U) S6 7p, DUMPSTER z i LIJ U).� , �o STORMWATER �o o � 42" MANAGEMENT ��, TMP: 07800-00-00-020M1 \ I ��// FACILITY R�, OWNER: WORRELL LAND &DEVELOPMENT COMPANY LLC �• Q Lu WALKING TRAIL �. OPEN ZONING: PLANNED DEVELOPMENT MIXED COMMERCIAL I u— ��� ACREAGE: 29.63 AC SPACE DB/PG: 4069/267, 25441249, 2607/572, 1673/648 EXISTING FACILITIES & ACCESS EASEMENT FOR SWM D.B. 5276, PG. 400� Q FLOODPLAIN OPEN - O0 SPACE 6T , - U S82° 18' 56.00W 610. I c', w f cn � Q GRAPHIC SCALE ��� �I JOB No. CO) \ ..,50 0 25 50 100 200 II I�I 172131 m ja cs SCALE -- - — -I N 1 if — 50' \ � ACCESS TO LEGQ = " — I, FARM & MONTH ELLO _ � O I - ( IN--FF� _ . "� SHEET NO. Mich \� # 1 = 50 ft. / _ 'M CHLINE - SEE THIS SHEET I 3 � � —�I ■II■II■I■II■I■II■II■III I I I I 1 I I 1 I I I 1 4" WHITE SINGLE DASH LINE FOR PROPOSED ADA HANDICAP CROSSING. TURN LANE STRIPING (MINI -SKIPS 2' LINE NOTE: PROPOSED CONNECTION SHALL BE CONSTRUCTED TO WITH 4' SPACE)- TO BE STANDARDS ESTABLISHED IN THE ALBEMARLE COUNTY DESIGN INSTALLED PER VDOT SPECIFICTIONS STANDARDS MANUAL, ADH REQUIREMENTS, & VDOT STANDARDS PROPOSED MILL & OVERLAY. / SEE WP-2 STANDARD DETAIL, SHEET 10. PROPOSED CG-6 (TYP.) 700T \ �, 4" WHITE SINGLE LINE FOR / _ TURN LANE STRIPING - TO BE < 1�F I I INSTALLED PER VDOT SPECIFICTIONS��/ NOTE: RELOCATE GUARDRAIL THROUGH THE SITE \ \ ACCESSIBLE ROUTE WITH INSTALLATION OF �� `� PROPOSED MILL & OVERLAY. RIGHT TURN LANE SEE WP-2 STANDARD DETAIL, SHEET 10. � NEW GUARDRAIL - R AND TERMINAL ENDr'�� �� �� w��-- % W PROPOSED RIGHT TURN LANE TAPER �\ \\ PETER �o� PROPOSED CG 2 (TYP.) P' ETER JEFF ERSp / v P N PARKW Rour � OSTC E 11 PROPOSED �� E 40 2 R/W _ AY STREET SIGN � �% � � D -- -- SPEED_3 5 MPH pROpOSED ------------ PROPOSED SIGNS ALONG THIS SIDE OF � NE " ROADWAY - 'NO PARKING, FIRE LANE' /GyTO/ T�1R ',�URN�p,N PROPOSED SEGMENTED PROPOSCE 1/_ /� RETAINING WALLS (TYP.) STOP SIGN � ED A � c � 39 WITH HANDRAIL � ,�. � S� I PROPOSED_ 5' CONCRETE SIDEWALK ,- ALONGGTRAVE WAYPROPOSED R(TYP.) IL 9 , Q" PROPOSED 5' CONCRETE SIDEWALK�� 100'TURN PROPOSED CG-6 TYP. �, LANE � - SEE DETAIL, SHEET 10,=� � 3 y ry O �� �� O "` SEE DETAIL, SIHEETLL OERLAY. NOTE: VISIBILITY OF ALL MECHANICAL PROPOSED 3 CONCRETE / 5 SIDEWALK - - _ - - - --- --- 39� PROPOSED CG-12 (TYP.) C7Q" ® PROPOSED SEGMENTED - EQUIPMENT FROM THE ENTRANCE --_ -- - - _ CORRIDOR SHALL BE ELIMINATED. 9'x20' PARKING Q- RETAINING WALL OHO PROPOSED RIGHT PROPOSED / SPACES (TYP.) 4z WITH HANDRAIL STOP SIGN MECHANICAL EQUIPMENT FOR TURN LANE TAPER �; E - o � y Y I BUILDING #3 IS LOCATED ON THE PROPOSED CG-6 PROPOSED PROPOSED 5' CONCRETE SIDEWALK MAINTENANCE GRASS OVERHANG STREET SIGN ROOF AND SHALL BE SCREENED FROM i CURB &GUTTER \ � . ' y Y , 1 . - 1y Y=� �-.�y1= ' Y y u" y� � _ - - o STR �, �_ � BUILDING M y - 3R I THE ENTRANCE CORRIDOR. Q- PROPOSED MECHANICAL; Y L 1 _BACK NE _ o - SET LINE J✓, o � EQUIPMENT (TYP.) 7 CaUR�Yi'RDy' PROPOSED CG-6 (TYP.) 0 6 CONCRETE STEPS 3 \ / % 1 2 660, SF' WITH HANDRAIL y - 10, Y I CONCRETE STEPS 3 y , 11 WITH HANDRAIL 'PROPOSED CG-6 (TYP.) Q 9 � BUILDING #1 yj Q W PROPOSED SEGMENTED y1 3/4 STORY BLDG y` y' y y" !Q RETAINING WALL (TYP.) , v , ��A O �O � UNITS W��� WITH HANDRAIL C� - - O 6, r PROPOSED CG-2 (TYP.) ' �� �� Q /LLJ 00 i PROPOSED SEGMENTED �l� PROPOSED CG-12 (TYP.) RETAINING WALL (TYP.) PROPOSED CG-12 TYP. PROPOSED 6CONCREE SIDEWALK (TYP.) ' T � O� WITH HANDRAIL a 000,. % BUILDING #2 �2 9, o00� ��F, 0 3/4 STORY BLDG ��.. 3R y A 46 UNITS \ d a J PROPOSED 2' GRASS OVERHANG o �� PROPOSED SEGMENTED � PROPOSED GUARDRAIL 0 RETAINING WALLS (TYP.) 15 \ SEE DETAIL, SHEET 10 �Q i WITH HANDRAIL O 12'R �� 12 PROPOSED SEGMENTED RETAINING WALL PROPosED cG-6 TMP 78-20M5 �s.� �� �Q .1 PROPOSED CG-6 � y, ., � /� O% o � Q• SEPARATE PARCEL CURB & GUTTER cr? ♦��� �N1% 0 ' /�� CURB, & GUTTER (NOT PART OF THIS DEVELOPMENT) PROPOSED SEGMENTED �� G�� ��.���EQUIPMENT PROPOSED MECHANICAL PROPOSED RETAINING WALLS (TYP.) 3 *��` P% SEGMENTED PARCEL RESERVED FOR FUTURE WITH HANDRAIL N01� p�� " � RETAINING WALL (TYP.) DEDICATION TO ALBEMARLE COUNTY FOR PUBLIC USE 12'R ,' ® PROPOSED 6' CONCRETE SIDEWALK 3 R PROPOSED CG 6 O' O i OPEN SPACE �CO CURB & GUTTER 4// �.�PROPOSE PROPOSED CG-12 (TYP)-�� �` PROPOSED 2' CONC WITH HANDRAIL a4 ��� �� GRASS OVERHANG ' � �G SO G 11 c i 1 '�°�►i�� Q PROPOSED SEGMENTED PROPOSED Q RETAINING WALL (TYP.) O \ oo CG-12 (TYP.) o a� C� CO PROPOSED 5' CONCRETE SIDEWALK 70 - �WITH HANDRAIL PROPOSED SEGMENTED �� , �� �� 3 �� �i1� CONCRETE STEPS (3) ` RETAINING WALL (TYP.) �W � . f �_AF � WITH HANDRAIL IA R z p�jF- �'� 3 PROPOSED SEGMENTED z 9' �� �� Q- �•� U' - RETAINING WALL (TYP.) _ i � � �T� .q� Cb WITH HANDRAIL ��� PROPOSED CG-6 CURB & GUTTER (0, EXISTING PROPERTY BOUNDARY R 10 CLUBHOUSE w w� ��, c; l I 14,000 SF PROPOSED 9x20 PARKING SPACES (TYP.) � / Q � � 15 �: / STOP SIGN ��/ ��PROPOSED 6' CONCRETE SIDEWALK PROPOSED 5' CONCRETE SIDEWALK 9' PROPOSED 6 3 R r� ,! CONC. SIDEWALK 3� ', �; \ cn ' ���� 16 PROPOSED CG-12 (TYP.) O C� I PROPOSED SEGMENTED O� Q' RETAINING WALLS (TYP.) i � �� , PROPOSED SEGMENTED 5,R � � WITH HANDRAIL RETAINING WALL (TYP.) �I' � �� � BUILDING WITH HANDRAIL co PROPOSED 2' 3/4 STORY BLDG-,. GRASS OVERHANG o ' 42 UNITS - � NOTE: WALLS WITH HEIGHT OF 6' OR I o yp GREATER SHALL REQUIRE HANDRAILS. ��� � � � � � PROPOSED 2' GRASS OVERHANG J �� 3R SEE DETAIL, SHEET 10. �/ 9M3 / PROPOSED CG-6 ��� SR PROPOSED MECHANICAL BUILDING #3 CURB & GUTTER EQUIPMENT (TYP.) 13 too 4 STORY BLDG POOL DECK \ 48 UNITS �� ' O �� ��� AT 12,200 SF ° � PROPOSED cG-12 (TYP.) 5 Cb, 11� y ` - / 30 1$ 'o EXISTING 100 STREAM BUFFER q PROPOSED SEGMENTED MATCHLINE - SEE SHEET 5 �� / o � � � RETAINING WALL (TYP.) '� O PROPOSED 5' ' O� WITH j HANDRAIL CONC. SIDEWALK O NOTE: ALL PROPOSED SEGMENTED RETAINING WALLS ON SITE SHALL BE ANCHOR DIAMOND PRO "JAMES RIVER" PROPOSED SEGMENTED RETAINING WALLS (TYP.) WITH HANDRAIL NCRETE SIDEWALK PROPOSED SEGMENTED RETAINING WALLS (TYP.) WITH HANDRAIL PROPOSED SEGMENTED RETAINING WALL (TYP.) WITH HANDRAIL GRAPHIC SCA 15 30 60 ( IN FEET ) I inch = 30 fL. m ZCOTT R. COLLINS- ,� No. 35791 � I�NAL E w w 0 M M N N D < U 0 0 w Zzm¢¢¢ o o o w a � � m Q ® � z z U w w O Lu w o 0 o 0 o z � �;, z z F- U) LV Q W a w J z o o cew z cn w cn LL- w Lu C LL 0 J U) rn rn ,� o 0 w Q N M N L9 z Q 00 0L W M CIO (1� 00 N J It a 1�1_ cy Q z O � w � CN N (I) w Q > 7 Ld W —I J cf) < L9Q �_ ® O Q Q � F_ C) W 0 w ' LL Q Lu J J ulQ U 1—I I_: CL W (n W 0 U)0 z J W (l) 0� Jry LJ_J Q LL V LL 0 c:) Lu O n N U Q 0 w w a JOB NO. 172131 SCALE ill=30' SHEET NO. 4 e. ROADWAY - "NO PARKING, FIRE LANE" a� CURB & GUTTER 12 yp DAIRY I / 10 � � > �� W % w o CLUBHOUSE W Al o 14,000 SF 9'x20' PARKING SPACES (TYP.) / Q v q �15R PROPOSED ��� PROPOSED 6' CONCRETE SIDEW/ / PROPOSED 6' - 31R STOP SIGN �� PROPOSED 5' CONCRETE SIDEWALK - CONC. SIDEWALK 3R i �� PROPOSED CG-12 (TYP.) \ Az PROPOSED SEGMENTED _X� O RETAINING WALLS (TYP.) PROPOSED SEGMENTED WITH HANDRAIL, ,`, '�� 5'R O / RETAINING WALL (TYP.) �'i 5'R BUILDING #4 -` WITH HANDRAIL 3/4 STORY BLDG co " PROPOSED 2' '-GRASS OVERHANG ,�° � 0 42 UNITS NOTE: WALLS WITH HEIGHT OF 6' OR�6O 20` PROPOSED 2' GRASS OVERHANG �TYp GREATESEE DETAILR SHALL ONDRAILS. / 9 / 0 J 3'R o PROPOSED CG-6 6 3'R PROPOSED MECHANICAL ZO �' �/ BUILDING #3 13 CURB & GUTTER �����i����i EQUIPMENT (TYP.) O / s �C 4 STORY BLDG co ♦ '��, y � � � �� �. 48 UNITS POOL DECK 12,200 SF/� PROPOSED CG-12 (TYP.) ��• 6(Typ /J O J r ° 18 ILINE -SEE SHEET 4 �' �, ' � �� � PROPOSED SEGMENTED O ,�, �, �` p `� Q,,, RETAINING WALL (TYP.) �� WITH HANDRAIL PROPOSED 5' CONC. SIDEWALK PROPOSED T CONCRETE SIDEWALK o. Q" z� DOG PARK - I / O 3,500 SF o EER ® V C�.41 PROPOSED 6' fTyp� GARDEN, CONC. SIDEWALK --- PROPOSE CONCRE EW D 6' TE SID ALK SF PROPOSED 2, R CG-2 (TYP.) PROPOSE D D 2' O 3'R / i GRASS OVERHANG PROPOSED SEGMENTED 20'R ; 0 �9, , PROPOSED SEGMENTED 8011 A I RETAINING WALL (TYP.) 4 WITH HANDRAIL -)3 � RETAINING WALL TYP. PROPOSED 6' J (TYP.) WITH HANDRAIL ���� CONC. SIDEWALK PROPOSED STEPS (14) 14 WITH HANDRAIL �s 7u ,� 1 PROPOSED STEPS (16),Q' PROPOSED WITH HANDRAIL ROLL-TOP CURB �6_ � 4R O 12 9 O� (�' \ �' PROPOSED STEPS 8) 91 12' ' � VH 0 9SCOTT R. COLLINS� No. 35791 ,�:l 1�0 � l'�I OIVAL E w w c� O rr� ,-1 M G N N 3 l O U w Zzma¢a o 0 o w a U) � m Q ® g z z UCO a w w O w Lu ~ 0 0 z V1 o o o g z z a Lu > � � Lr) W w w Q z _ > > u w ce LL 0 G m YAJ \ WITH HANDRAIL i w °' a o 0 �� � N (mil a?A 9' PROPOSED GUARDRA' N O\ a CO1 M N w- Gq QA o i PROPOSED DUMPSTER/ O STD qG,� S� y (TYP.) TRASH COMPACTOR M �� PROPOSED SEGMENTED - R !� �'� �-a-� . - �`y�� WITH RECYCLING RETAINING WALL (TYP.)j��Q� EXISTING u!11�n��►���� PROPOSED WALLS PROPERTY z BOUNDARY 3 J pA' ✓/ Ili �1 II�11� ��� o PROPOSED 5' ADA CONCRETE' '\Y BLDG O 13 �'qy b _ PROPOSED 5' PROPOSED SEGMENTED w RAMP WITH LANDINGS 4� NIT O CONC. SIDEWALK -�' , � RETAINING WALLS (TYP.) SR WITH HANDRAIL / \ 10p'R PROPOSED CONC. C"D 9' PROPOSED MECHANICAL / j' - - - STEPS (TYP.) - �4n - 3 - � EQUIPMENT (TYP.) !� � N O PROPOSED 10' CLASS A -TYPE 1 �� � � � 0 ®'> �` PROPOSED 5' ADA CONCRETE - NOTE: ALL PROPOSED SEGMENTED Q LOW MAINTENANCE ASPHALT / O O PROPOSED CG-12 (TYP.) Sh w- O RAMP WITH LANDINGS Z TRAIL WITH GATE ACCESS TO RIVANNA = \� O , A� PROPOSED — RETAINING WALLS ON SITE SHALL BE STEPS (11) TOTAL TRAIL - SEE DETAIL, SHEET 10 PROPOSED CONC. PROPOSED 6' PROPOSED SEGMENTED CONCRETE SIDEWALK 00 CG-2 (TYP.) - - ANCHOR DIAMOND PRO "JAMES RIVER" N ILL _ WITH HANDRAIL ��. O RETAINING WALL (TYP.) 000�0 1 PROPOSED 6' CONCRETE SIDEWALK WITH HANDRAIL CN ;PROPOSED CG-12 (TYP.) A PROPOSED CG-6 (TYP.) Q \ �? Q NOTE: SEE SWM/VSMP PLAN (WP0201800027) � �� Q O � � ,/ ,� � Q TRANSITION TO ROLL --FACE CURB �'� 3EZ 00 ,- ,-��� �� / FOR DESIGN INFORMATION ON SWM POND Z Q O AY ENTRANCE FOR DRIVEWAY - , ,a, � � � � 11 � � PROPOSED _ - l LL.I 3� CG-2 (TYP.) Qw W Gq TOp PROPOSED �� o ONSITE WALKING 2 R STD qC,� SFO PROPOSED GUARDRAIL 15 O - STORMWATER, TRAIL - 9,600 SF R,gc�Uti/�, 1S9 , PROPOSED CONC. � �TZ SEE DETAILSHEET 10 _-MANAGEMENT o� - U) Q / STEPS (13) TOTAL o c w CG-6 PROPOSED ��Q WITH HANDRAIL o FACILITY Z PROPOSED SEGMENTED y`b WET-PONDLu Q PROPOSED HVAC RETAINING WALL (TYP.)J�__ p � 10' GRASS - y'� WITH HANDRAIL �Q' PROPOSED 2' r �!� J I --I UNITS (TYPICAL) N _ MAINTENANCE ACCESS / GRASS OVERHANG - P 3'R 10 FOR SWM FACILITY �' �- a o0 0 17 SR i NOTE: Q ~ ZD � 1;z 1. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED AREAS, VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION PROPOSED 91AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. O 5 \ ,L r Q O CG-2 (TYP.) OO /� V'9,Q �Q z13 �� 2. CONTRACTOR SHALL CONFIRM ALL UTILITY, DRAINAGE, AND ROAD CONNECTIONS, O 9' A��F ��Q PROPOSED 2' � " AND SHALL NOTIFY ENGINEER OF ANY TIE-IN ISSUES OR DISCREPANCIES. Lu i V 4co � � END CG-2 � I— �t, 3'R .q <� y GRASS OVERHANG \ 3. 1 REPRESENTS ONE PROPOSED PARKING SPACE. u, TF�, S, 3� CURBING o> \ T T �? 4. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13'-6". PROPOSED CG-12 (TYP.) R����� �5� T PROPOSED DRIVEWAY > 5. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING Cn �b F ACCESS ROAD 85,000 LBS. ---- - ------ SEE DETAIL, SHEET 10 6. CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE AND BELOW GROUND, J, I PROPOSED SEGMENTED �, PROPOSED 125'R a SERVICING ADJACENT PROPERTIES SHALL CONTINUE TO SERVICE THE ADJACENT w o RETAINING WALLS (TYP.) W WITH HANDRAIL CG-6 (TYP.) - � _ _ _ _ --- - �Q -__ PROPERTIES THROUGHOUT CONSTRUCTION AND UPON COMPLETION OF THE 125'R PROPOSED SIGN PROPOSED SIGN PROJECT TO THE FULLEST EXTENT POSSIBLE. / 7. SEE SHEET 2 FOR COMPLETE PROJECT BOUNDARY DIMENSIONS AND METES AND NOTE: SEE SWM/VSMP PLAN (WP0201800027) BUILDING ##6 "NO PARKING -FIRE LANE" ��Qjf"NO PARKING - FIRE LANE' / INFORMATION ON SWM POND /�i \ BOUNDS. FOR DESIGN INFORM 9' 13 / �y / 8. CURB RADII SHOWN, REPRESENTED WITH AN 'R', DIMENSION THE FACE OF CURB. i 3/4 STORY BLDG / 34 UNITS YP� PROPOSED SIGN �OCFS �� 9. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR j I- O "PRIVATE DRIVEWAY S SHALL BE ELIMINATED. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM Lj CI) & WALKING PATH" THE ENTRANCE CORRIDOR. PROPOSED MECHANICAL 2g�R / / d\ 10. ALL RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE w I EQUIPMENT (TYP.) � � BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED mmiQ ILL. r O PROPOSED 5' / ENGINEERED DESIGN FOR THE WALLS SYSTEM. PROPOSED 5 CONCRETE SIDEWALK 00 PROPOSED 6' CONCRETE SIDEWALK CLASS B - TYPE I / 11. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN w O PRIMITIVE TRAILWAY, ��� / �ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. O ONSITE WALKING SEE DETAIL SHEET 10 ��� �� ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH. CONTACT �"9 TRAIL - 9,00 6SF \ VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. 0 N Q OPEN SPACE �� 12. ALL PRIVATE TRAVELWAYS SHALL BE OWNED AND MAINTAINED BY THE APARTMENT 00 - COMPLEX. NO PUBLIC AGENCY, INCLUDING VDOT AND THE COUNTY OF ALBEMARLE WILL BE RESPONSIBLE FOR MAINTAINING THE TRAVELWAYS WITHIN THE rvoo --- _ - APARTMENT COMPLEX. v Q 13. ALL PUBLIC WATER AND SANITARY SEWER FACILITIES SHALL BE DEDICATED TO LIMITS OF PROPERTY PUBLIC USE AND THE EASEMENTS FOR THOSE FACILITIES, AS IDENTIFIED ON THIS a w L,, PLAN, SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. PROPOSED 10' CLASS A -TYPE 1 PROPOSED SEGMENTED [RETAINING 14. ALL PROFFERS SHALL BE ADHERED TO WITH THE DEVELOPMENT OF THE PROJECT. a� JOB NO. LOW MAINTENANCE ASPHALT / WALL (TYP.) GRAPHIC SCALE SEE THE REQUIRED PROFFERS ON SHEET 1B. TRAIL WITH GATE ACCESS TO RIVANNA WITH HANDRAIL 15. ALL PRIVATE YARD DRAINS SHALL HAVE A 10' PRIVATE DRAINAGE EASEMENT. 172131 TRAIL - SEE DETAIL, SHEET 10 a 15 30 so -_ ACCESSIBLE ROUTE / 16. THE DOG PARK, WALKING TRAIL, BEER GARDEN, POOL DECK, AND COURTYARD SCALE / THROUGH THE SITE AREA SHALL HAVE TRASH RECEPTACLES WITHIN THE AMENITY AREAS. 1 it-30' 17. THE TRASH COMPACTOR AREA SHALL ALSO INCLUDE A RECYCLING BIN FOR THE z SHEET NO. ( IN FEET) APARTMENT COMPLEX. O O18. SEE SHEET 5A FOR DESIGN OF THE CONCRETE STEPS AND RAMPS. 5 l inch = 30 ft. . v 41 SANITARY SEWER NOTES: 1. ALL SEWER PUMP STATIONS AND FORCE MAINS ASSOCIATED WITH THIS PROJECT WILL BE PRIVATELY OWNED AND MAINTAINED BY THE PROPERTY OWNER. \ 2. MANHOLE SUBMITTALS WILL BE REQUIRED BY THE ACSA FOR THE MANHOLES RECEIVING FORCE MAIN CONNECTIONS. 3. HYDROGEN SULFIDE PROTECTIVE COATINGS WILL BE REQUIRED ON MANHOLES � RECEIVING FLOW FROM PUMP SYSTEMS, . \ j / ES G A XI TIN ' DTE I WARLINE� CSA 16' s� EXISTING 16"x12" TEE, PROPOSED 8" GRAVITY \ / // a _\ (2) 16" G.V., & (1) 12" G.V. SANITARY SEWER \ ` PROPERTY BOUNDARY 20 SANITARY \ /Z \ P SEWER EASEMENT \ \ / / \ REMOVE PLUG AND TIE-IN I TO EXISTING 12" WATERLINE WITH A 12"x8" REDUCER; v v \ " L v v Ui -� �� " O ' v v ,� ♦ � �' �y ' ° YY v1 r .Y - : yr , v ,r ,y , y , , - = _ `_ j--.------ - C[_ i " °y v Y — r�dy,v ,_ Y v \ _)� ♦ \ / � j, j.y�,�,,, vy , y1. 'J-v°y y"yvv.y.yylyy-, y, I 'I i � \v r. M _ yy .y I ------- - ANTENA \ 00 O I �� BUILDING ° v° L L y y ° Y v y .L y y y y Y y i 00 y y y y y yr y' y. y 1 PROPOSED 8" O \ I \ DI PROPOSED WATER I Gy. WATERLINE -- \ ' SERVICE LATERAL \ BUILDING ##1'/ V / y 3/4, STORY BLDG -- / � O 42 UNITS L r / NOTE: PROPOSED SANITARY SEWER PROPOSED 4PVC \ � � � � � 00 I / � r� BETWEEN MH-5 AND MH-4 SHALL BE \ �\ PROPOSED WATER //' ,SANITARY SEWER LATERAL �, j ENCASED IN 24 DIA. STEEL CASING PIPE �\ / 0 SERVICE LATERAL / Is. \PROPOSED 6" PVC SANITARY SEWER LATERAL PROPOSED 6" 90- BEND 70 •, \\ PROPOSED 20' PUBLIC -PROPOSED 4" 90' BEND UTILITY EASEMENT \\ �, % 00/ �,� r� �/ PROPOSED 5/8" METER 'hPROPOSED 00 . ' / J� / V PROPOSED 6 PVC \ Q� SANITARY SEWER LATERAL a, PROPOSED FIRE 4" DI FIRE LINE � � / � '� � � f � � � O r / HYDRANT ASSEMBLY r MH-5 \ w s� PROPOSED 8" 450 BEND 0 BUILDING #2 O / PROPOSED PROPOSED 4" 45 BEND PROPOSED FIRE HYD O 4 WATER LATERAL t o ASSEMBLY w/ 8"x6° TEE ANT �/ O 3/4 STORY BLDG o 2" METER VAULT / PROPOSED 8 45 BEND / 46 UNITS ✓�.� � MH-7 PROPOSED j \ ` 0 4„ WATER LATERAL / ; j i O PROPOSED 0 / PROPOSED 4 45 BEND 2 METER VAULT � / r 0 4" DI FIRE LINE 0 PROPOSED 20 PUBLIC / ��op / UTILITY EASEMENT xpo \ r \ PROPOSED 20 PUBLIC / V 4 FIRE LINE G.V. �� 0 1 UTILITY EASEMENT O / / 77x s j / i / j O / / / PROPOSED PROPOSED 8" 45 BEND 0 �' o i 4 FIRE LINE G.V. „ >,� I (2) - 6' x4 TEES MH-8 �" � � / y / � ♦ / /� /� & (2) - 4G.V. li \ / \ , ♦ 0 /, j z // PROPOSED 6" � / / O DI WATERLINE f\ I l s PROPOSED i s I� 8"x4" TEE & 4" G.V. " S `U PROPOSED IM, EXISTING PROPERTY BOUNDARY \ 8"x4" TEE &\4" G V. ' 0o PROPOSED 8" !! ' PROPOSED 8' x8' TEE & 3 8" G.V. O i y O V I PROPOSED 1 METEDI WATERLINE r, 0 1 s PROPOSED VAR. WIDTH �METER,�� S / PUBLIC UTILITY EASEMENT I o PROPOSED r 8"x8" TEE _ o� ( \ o 5 � !! 6 PROPOSED 6" PVC j s / / SANITARY SEWER LATERAL �, 7� MH-6 r i CLUBHOUSE / w / 0 PROPOSED 8" r �`` � DI WATERLINE / / s / PROPOSED SANITARY \SEWER MANHOLE (TYP.) PROPOSED FIRE HYDRANT ii , � � � - �� S / / � FASSEMBLY w/ 6"x6" TEE, � ,6 / s PROPOSED JPROPOSED 20' PUBLIC r 4"x4" TEES ` h UTILITY EASEMENT � PROPOSED 8"x6" CROSS & (2) 4" G.V. ® � ® (2) 8 G.V.ROPOSED VAR. WIDTH & (2) 6" G.V.G.V, / �� PUBLIC UTILITY EASEMENT r. /� / � PROPOSED /PROPOSED 8 x6 REDUCER \ "� / �- , 4" WA TER „ � � � .� / , v�' ✓ r � �� `V ° Y V '2" METER VAULT %; PROPOSED 6 REDUCER PROPOSED FORCE MAIN PROPOSED FORCE MAIN / 'V / / 4" FIRE LINE G.V. 1 / SANITARY SEWER LINES / �, v �/ / ? / % / / / SANITARY SEWER LINE TO SERVICE BUILDING #5 & 6 / / ii� \ ( %� / // V '\ PROPOSED 4" 90' BEND TO SERVICE BUILDING #4 // PROPOSED 6" PVC / SANITARY SEWER LATERAL / / r �, /" /O PROPOSED WATER PROPOSED 6' /� y V / / / �� . 90 SERVICE LATERAL / /; ® / DI WATERLINE j r , \' / BUILDING #3 PROPOSED \ \ 4 STORY BLDG 4" DI FIRE LINE MATCHLINE - SEE SHEET 7 kC�\� %.: ''I �` 48 UNITS ��� ,;eo BUILDING #4 / PROPOSED u / Epp / / ,; \ � {i � ' 3/4 STORY BLDG i Z i GRAPHIC SCALE 0 15 30 60 (fNFFFT) 1 inch — 30 fL. 120 SCOTT R, COLLINS` 1�_) No. 35791 ZONAL E Z z � F OCL Q U COL Lu 0 � c z O Q L v c W > w � z L ce Ir L9 z zC`7 C6 CO 0) 0. N d' Q C'7 w C:) v , N wN z Q Lu ZW J J_ � � Q w L9 Q Q O _j a z _j < U a- J �— w p ZD ulU) z W O z w (f) LL U) w U— w LL uj J CD Q 0 O N oC Q w a JOB NO. 172131 SCALE 1 "=30' SHEET NO. 6 PROPOSED 6" PVC 1 i �CO SANITARY SEWER LATERAL Q'/ / PROPOSED8" / �' CLUBHOUSE �, r s PROPOSED "SANITARY Q _ DI WATERLINE / / � / f ,� � � °� / Fr O /SEWER MANHOLE (TYP.) tS yam, ry � / / ��, PROPOSED FIRE HYDRANT � / ASSEMBLY w/ 6"x6" TEE 6 41 O le PROPOSED Vo O PROPOSED 20' PUBLICS C UTILITY EASEMENT 4 x4 TEES �• & 2 4" G.V. PROPOSED 8 x6 CROSS, �, x O �� / i (2) 8G.V. & (2) 6" G.V. \ PROPOSED VAR. WIDTH �v PUBLIC UTILITY EASEMENT _ rr �� /� 5/ y� ��� /o A /" � PROPOSED �v PR POSED 8"x6" REDUCER / �� ' �,/ �� 4" WATER LATERAL �4AL PROPOSED 6"x4" REDUCER / ' \ 2" METER VAULT / ' r i - p / / �G• G `� PROPOSED FORCE MAIN PROPOSED FORCE MAIN FIRE LINE G.V. I ' i � � `'• / / • `/ / / � SANITARY SEWER LINE r \ SANITARY SEWER LINES TO SERVICE BUILDING #5 & 6 / / � ° it "� � \� � i" / t ° \ / /\ PROPOSED 4" 90° BEND TO SERVICE BUILDING #4 low � � - PROPOSED 6" PVC '/ PROPOSED WATER O, SANITARY SEWER LATERAL � / � �_ �. �_ �, O ® ° / PROPOSED 6 /�� O i� /O SERVICE LATERAL � /' / � / / DI WATERLINE' O / v��j , BUILDING #3 — / /V PROPOSED \ / / \ i , / 4 DI FIRE LINE / EXISTING 100' STREAM BUFFER ` \ / , \ '�, ` / / i 4 STORY BLDG / ATCHLINE -SEE SHEET 6 � / / o \ �� ♦ 4$ UNITS BUILDING_#4 4 �WI PROPOSED / \oo / i' , / O / �� 3/4 STORY BLDG 4" WATER LATERAL \ y 5 2" METER VAULT �_ � / + 42�UMITS PROPOSED � � / � � - / O , 8"x4" TEE & ® / P� / / / ",'� ;. / r PROPOSED FORCE MAIN (1) - 4" G.V. I� . PROPOSED l' PUMP SYSTEM PROPOSED FIRES 4 DI FIRE LINE —� V �i HYDRANT ASSEMBLY w/ 8"x6" TEE , � V / � I \ � / � � � / PROPOSED /4" FIRE LINE G.V. (2) - 6"x4" TEES PROPOSED 4" 22 .5° BEND ' d , I , 1� PROPOSED 4 \ bl WATERLINE '� PROPOSED 20' PUBLIC�� / , i / 1 —�� / / PROPOSED FIRE ' �G � � UTILITY EASEMENT � � i HYDRANT ASSEMBLY „ 1 � PROPOSED 8 x6 REDUCER PROPOSED 6" 90° BEND / O x �0 / 0 ✓/16 PROPOSED 6" 45° BEND PROPOSED / /• �� �I�� ® G - / o ————— — —--- X� / / O \ kT4"x4" TEE & 4" G.V. / /\ v / \ ji o vi aIN C]� \SCOTT R. COLLINS'� No. 35791 ,�l ZONAL E� Z0Q� z � 0 U g COw LU) 0 Z:) c Z O J r c Ww z L tie c �. A.- ♦ I° - w � � PROPOSED 20' PUBLIC o Lj� / / . �� � \ F�. / _ �,.. ® ® <� 1 V ,�� d �' m UTILITY EASEMENT i y_' O� PROPOSED / • /,� +�� - a ro PROPOSED 4" 90' BEND 4 WATER LATERAL i PROPOSED FORCE MAIN 2 METER VAULT, l / 4' FIRE LINE G.V. PUMP SYSTEM PROPOSED 6" DI WATERLINE ' - �O �a r 78 / �00 PROPOSED 6" PVC GRAVITY PROPOSED \ "Op \�`� o EXISTING PROPERTY BOUNDARY Lu i 4 DI FIRE LINE ° - - / r � O - .. SEWER LATERAL TO PUMP SYSTEM \�° c • � � < � , , a _ cy) a ti PROPOSED 6" 450 BENIN D „- N o� PROPOSED 6" 45° BEND' rn - -- - � O - - -- � BUILDING � � � I PROPOSED FIRE � � �� � HYDRANT ASSEMBLY " � \ e �3/4 STORY BLDG 00 % 0 r w/ 6"x6"TEE %" ,' � � `. 42 UNITS v i PROPOSED 6"x6" TEE \ � � � � � � \\ LPROPOSED 6"x4" REDUCER & 4" G.V. \� j ; O \ O� LLJ r PROPOSED 6"x4" TEE & 4" G.V. �\ -�� PROPOSED 1.5" METER VAULT I 2 � A_ � � ate_ o 4�� FIRE LINE G.V. - PROPOSED 4" 22.5' BEND /Lu PROPOSED 4" DI WATERLINE � � o / PROPOSED 4"45' BEND '� - PROPOSED 4 90 BEND H� -0 0 CL i a i PROPOSED A i \ i 4" DI FIRE LINE / \ x ' ul U) 23+001 Y1 z d" / PROPOSED WATER i' � 22+pp � \ - LL.I O SERVICE LATERAL / \ — /_ ! / / w ( ) I Y�00 PROPOSED 6" PVC GRAVITY uj ., ♦ O SEWER LATERAL TO PUMP SYSTEM O yAq�0 0 \ � LL O �\ - O BUILDING S \ W 0 -_ uw y. 3/4 STORY BLDG i 34 UNITS;O`�_ NOTES: Q �GO � i. CONTRACTOR SHALL VERIFY ALL TIE-IN ROAD CONNECTIONS TO ANY ROAD Q EXISTING OR UNDER CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR O nn� NOTIFYING THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING Q ROADS AND/OR PROPOSED ROADS, EDGE OF PAVEMENT. CONTRACTOR N -PROPOSED FORCE MAIN SHALL CONTACT ENGINEER TO INSPECT E/P AND ROADWAY TIE-INS TO PUMP SYSTEM v00 MCP EXISTING ROADS, PRIOR TO ANY CONCRETE OR PAVEMENT BEING PLACED. a O / z. CONTRACTOR SHALL VERIFY E/P ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES TO ENSURE THAT MANHOLE TOPS ARE CONSISTENT \ - -- WITH THE ADJACENT PROPOSED CURB ELEVATIONS. LIMITS OF PROPERTY ' 3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL w F- \ ROADWAYS, MANHOLE TOPS AND DRAINAGE STRUCTURES PRIOR TO p w \ / INSTALLATION OF E/P, DRAINAGE, OR UTILITIES TO COLLINS ENGINEERING a vzi `i FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS JOB No. GRAPHIC SCALE ENGINEERING SHALL VERIFY ALL SURVEY SHEETS TO ENSURE POSITIVE 172131 30 0 15 30 60 12U DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION. ��' \,\ 4. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE SCALE DEDICATED TO ACSA FOR PUBLIC USE. 1 1 '-30' \ 5• ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE 41)k( IN FEET \ STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE SHEET NO. \ 1 inch = 30 fL. BUILDING DEPARTMENT. 7 ` H \ `cp�C� l / i PROPERTY BOUNDARY (TYP.) SCOTT R. COLLINS'� O No. 35791 �0� ONAL n y / w �f U) z Lu / co O 6 - V 1 v` 41 0 -- - - + - C�cJ Z o z� - o PETER JEFFERSO�I � \\ � � �-�� PROPOSED RETAINING WALLS i � � � � � � F'�I � m w Lam, HEIGHT = 6 �' . / PARKWAY y (MAX. ) - o Ln L / I� WITH HANDRAIL v � \ �'� - %1�1 H m / / / �� ♦ O O , ' � • • - PROPOSED 8" ADS ROOF/ 62 r a \ / � _ O � 470.� • - alto ,4 � tie - -- o ♦ O �,� .•• PROPOSED ADS ROOF/� i YARD DRAIN SYSTEM 68 � o = =- - -- -------------- ,� / � � ���._•• YARD DRAIN SYSTEM `L 70 � ••• -- -- �86 _ + o ♦ p16 69 PROPOSED RETAININ G WALL ♦ 4 0 / �� •�� \ �$6 �110 68 i WIT H HA DRAT L / % ••••. - - _ - - �I� - _ �,,�x 470.67 • - o 46 �6� :'•• W DIRECTION ARROW (TYP FLOW � � �� �� _ ••• •.• ° YD-2D-, i PROPOSED RETAINING WALLS \ YD-1D \ 00 zi69.0 461.0(MAX. HEIGHT = 6') �� D �s8 \ I � 4 0.0 ti O �' 0 `"Saew ry' O Y ` 460.67 � � � � CDa w N �o ,'I BUILDING #1 470.0- ►� Q L N .PROPOSED 8 ADS ROOFI o FFE=470.67 PROPOSED RETAINING WALL 48 (MAX. HEIGHT = 6') YARD DRAIN SYSTEM ' tea. O LLE=460.67 , ° o �O WITH HANDRAIL 0 6 -2A PROPOSED 20' PRIVATE o v n co n� - STORM SEWER EASEMENT PROPERTY BOUNDARY (TYP.) ° / // Co �v , K• / PROPOSED ADS ROOF �/ �/ a 461.0 i .`co z DRAIN SYSTEM _ 470.0 m m i �� �` CO \\ 67A `'PROPOSED 20' PRIVATE EXISTING PRESERVED \ STORM SEWER EASEMENT r STEEP SLOPES TYP. � � ,�� A ;.� O l l , i `y�'::•// .ri ( ) � �V �`a O PROPOSED RETAINING WALL :; � 61.67 � �� , �.. O (MAX. HEIGHT = 6') 451. \ $. PROPOSED STEPS (TYP.) WITH H ND AIL / O _ I 449. 0 E 45 . O 460.0 50 TC C'� PROPOSED RETAINING i0 451.67 0 C � \ \ (MAX. HEIGHT = 3') `.�` 460.67 b� /� O ���� c0'�'o ; � / 00 � O \ slcyi s0Tc3 / 24 n/ 60 0 , �. / P/- /� `y EXISTING MANAGED - CV L.I i 451 00 STEEP SLOPE Y , 457.50Tc ,'' p el�i� ,, ; ��� � j � �i ;4�1.�7 � �. �, �l!` �, � ,� � � �� i/ S (T P.) C') 457.00EP �S� i �� X \ LL 'Zil A ,56 o Cn PROPOSED RETAINING WALLS (MAX. HEIGHT = 6') k , / i �.,� �Oti- _ WITH HANDRAIL 564 ' BUILDING #2 I 23 6.33 E, FFE_461 676.83 T / Q W v �. 461.0 LLE=451.67 O � 1 I /� � z W o �\ m J rq Q 63 / FLOW DIRECTION ARROW (TYP.) \� 52.17E �'`e / PROPOSED 8" ADS ROOF/ j� v� / 00 W W DUO % a\ 14 67 TC ! ��� 39 �� 38 YARD DRAIN SYSTEM% ,. 00 W % I a �44 � ♦ % / �y \ 442 �455.0 PROPOSED RETAINING WALL 49.soTc PROPOSED RETAINING WALL \ / M' J \ < (MAX.HEIGHT 6) aa9..00EP (MAX.A H HANDRAIL) i Q Q �I 4 ;4s�6 4ss:aor� � � � � �/ "� �;PROPOSED RETAINING WALLS / Y -2 x 2.97 �1453.4Q it ' PROPOSED STEPS (TYP. �p� o ` 52,0 22 � (MAX.(Q / X HEIGHT 6 461.0 / , ' / / / WITH HANDRAIL I 8 FjOO 4 / / a V 60BW EXISTING PRESERVED 60A i I T06 / / / // R �I / � .k 451.0 � � � ..PROPOSED STEPS TYP. / s. � , SLOPES (TYPICAL) � 1 u�, 4.0 �; 4s2 4Q F�.� 7 s (TYP.) ��o �� / 452.30 / oo 2 z_ / Z Z p xo / /ul / Q PROPOSED RETAINING WALL ��� / / / z / (MAX. HEIGHT PROPOSED RETAINING WALL / \ �' �" �- moo. / HEIGHT = 6' �/ 0.66 ' \ W O WITH HANDRAIL 454. \ (MAX.( - ) / ,� �v4' 6 / / / W / WITH HAN RAIL N / 44 .60 A X / �. lt�+ 33 / 20 / i EXISTING PRESERVED 0 STEEP SLOPES (TYP.) / 444.E 59 / CLUBHOUSE �' / / / 439.67 El PROPOSED RETAINING WALL / FFE=454.67 % �.��, T�� \ �<C/ 32 /. // '� 44q.0o T L u 43p / " .' I (MAX. HEIGHT = 6') / / j /! ' LLE=444.67 YD-3G---- e�. 36 `� �Q / / , �� "I / 0.66 4�30.6 NLL IWITH HANDRAIL m .45.50 4 �� 4a6.soEP� S: / 446.83 EP / �Q" f 'OOTC 5% � 2°fo � %". � / � � W �. / O N W l ,l �� 54.67 I � TC � � 446.00EP o"�; i O v� 44i. �x PROPOSED ADS ROOF �' ri 446. 445 OTC - / P � / O • 446 ��. 44 :~30fP � YARD DRAIN SYSTEM O � / AD= 4 O %� 444. C / / o / /� v 1 PROPOSED 20' PRIVATE i oo / 4 5EP �� / / rq 444.67, ,� STORM SEWER EASEMENT ; �'x , O �444.25TC � �_ / / / � I/ I 4 00 444.25EP O / / 4A0.66 C) I' 444.15 �� / X� 5$ i,> I0 440. AD= �, / / I / �\ / \ // 441.'sOE ,�M _ 9 / ��� 40.6 . so ' 444.67 �� PROPOSED 8" ADS ROOF/ 31 6) - / �4 1�33 / / / 42o -- ; �� / YARD DRAIN SYSTEM I 441.50tC / 43.6 - , i / 446.( / 35 1 441.50EP EXISTING 100 STREAM BUFFER (TYP.) „ „ ' ® ,,o ,., / BUILDING #3 ! v / / O,/ o w , / 441.33 I/ 30 FFE=446.67 43.42 EP - - - cos 43.75 T 440 /i �� �, A r '< 4z i POOL ELEV=441.67 '� / .� ,� _ - / rvo. s GRA S LE / o N W 446.0 / ; o BUILDING #4 0% / 172131 � PHI �� PROPOSED RETAINING WALLS ,'/ •e / / ;' 4 .66 = O j e, 3o so , zo B _ - I SCALE ��FFE 441 33 (MAX.) PROPosED 8" ADS �. / ' / r- LLE=431.33 4�0.66,/ / 1 "=30' ti MAX. HEIGHT 6 �i �, • :YARD DRAIN SYSTEM / / I i� N ( I FFFT ) SHEET NO. PROPERTY BOUNDARY (TYP.) �; ��;1 �? �j I I ■ I �I�I ■ ■ ■ ■ l'� - �,:� �O %MAT HLINE - SEE SHEET 9 A ,,. oo �� o 438 438.75 EP �� �I!� ,� 1 irlc - 30 f'L. 8.42 O 8 et 2 \j/ % - I / - / ! NKUNUStu Kt \ \ PROPOSED RETAINING WALL / (MAX HEIGHT = 4') / // . WITH HANDRAIL 454. (MAX. HEIGHT - 6) 0.66 / 40 / L" 60` WITH HANDRAIL x �` �. 446 33 / O STEEP SLOPES TYP. I N / 59 as 11 k � / ��U 20 /✓,, / � / o.' O � EXISTING PRESERVED 3. (TYP.) 0 444.6 CLUBHOUSE �f i / / /� 439... EP o°o i 430 ii �<C/ 32 / / CO 44 00 T '✓ j' O I PROPOSED RETAINING WALL / FFE=454.67 e w, / / q• /- i (MAX. HEIGHT = 6') / LL-444.67 , \� i ! 0.66 Y3G__' �� 36 _ a46.85Tc� / �Q- w _ WITH HANDRAIL � n, � #445.50 � / 446.83 EP / _ \ 446.50EP 5`, i 47. T / N 5% Q� 2/0o / i O / \ � ! rq 54.507 44 Tc446.00E PROPOSED ADS ROOF/ \. 46 4� � , �' - 44 • f � � � YARD DRAIN SYSTEM _ / AD= 4.4, v o A / O o '` / " " �� PROPOSED 20 PRIVATE 444.67,, ,j STORM SEWER EASEMENT ; 446.67 , 44sisoT �.d �444.zs I� / 4 5 00 \ \ 444.25EP / �O / / ♦ , 444. 5 440. EXISTING STREAM _ 58 / _ ��M i �� / 441 SOT r ,SAD- ./ 1 /' ® A /; / �� 441:SOEN 7V YD- 0.6 A \ I �� 444.67� v ;' j' PROPOSED 8" ADS ROOF/ o 31 431.3 420 / YARD DRAIN SYSTEM . / / V `\,,/ 441.50TC 43.6 i! / 446.0 35 441.50EP / 4 �75T� 57 4 ,a40. ( ) ,' v BUILDING #3 v / 42V / • EXISTING 100 STREAM BUFFER TYP. / „ „ , 441.33 / N W i FFE=446.67 ` 30 43.42 EP / 43.75J M z z 440 POOL ELEV=441.67 \ ♦� ! o N W ! ,/ % 446.0 BUILDING #4 \\ PROPOSED RETAINING WALLS / " ti � ®, � � ,,, � ' ,`,, 4 .66 FFE=441.33 ♦ �J (MAX. EIGHT _ - 6) _ , %/ "PROPOSED 8" ADS �' �� / /,�- LLE=431.33 4o.66,y i ♦ ," �® �', / /� ■II ■II■II■I ' YARD DRAIN SYSTEM / PROPERTY BOUNDARY TYP. ( ) ' ✓ ° ���i J ■%� ! 29 8.42 EP ! ♦i' / O V i %VIATCHLINE - SEEHEET 8 / Xo0 �� 0 438 43sa5 O / �° 4z2 /�, �� / �n O ♦ / / ° 56 / 446.67 /i O i 18 66 PAD= � ; 411.0 r �, 92EP - Yl 8" D /� / ,_ y ROOF DRAINDSYSTEM �� w dl{183TC Ji 446.67. 11.20TC 52 Ea ,a1o.33�P / FLOW DIRECTION ARROW (TYP.) �0 4 1.1OrC x O \\\ - ® / / / k�%\ kO 408.60TC \ - i / 0000'/� d' 4os.6oFu � ; , / - � � � , ' � - - � / - - � � � PROPOSED 20' PRIVATE ���44 STORM SEWER EASEMENT / 410.SOTC ' 4000, 4�85 _A 410.0oEP V _ / s _ 4 430. - - - - 4 - . �1 PROPOSED RETAINING WALLS ,PROPOSE S / o ��. D RETAINING WALL 1 , • O / 08 83TC 434.35rc 33EP" 10 % �s ;(MAX. HEIGHT = 6) . (MAX. HEIGHT - 6') 26 33.85EP \ �\� / WIT HANDRAIL ,' WITH HANDRAIL / 434 410.00TC ♦ 1 / 4o9.soEP 4.0 446. 442. / : 'x \ �I0A,. i k l L ! 430.66 5, 408.16=----- -408.5c ,Q V `�i O co" V A - / / - - o / ' 17EP; �'qG1 .. i ti y? ♦ .33EP ° ° 7� `i ♦ - 442 ! 34.25TC 410.50T ♦ �5 i X 00 (� > a33.75Es�/ O 33. 7 TC 410.00EP 434.0 \ � %' �`b , � �; �y O ` ' , 4�8.16 9 � � TGj; 36 �'�: `• 28 27 f< _ PROPOSED RETAINING WALLST 4�a ` a4o.5o EP 32 (MAX. HEIGHT = 7') I PROPOSED RETAINING WALL e 420' 4 ' o WITH HANDRAIL ® '6 (MAX. HEIGHT = 6') �72 k 4�S \i ' -��° x ,432'�j� z° r /' O �+3 O., / °v� 98.16 WITH HANDRAIL �A 08.33r I �3�_ �1;a3. - 8.00EP !, `\ / i ;, �1a�°LtQ _ 4ao 14 o $' 411.7T 392.2.� :V 7 ! �� °� "N 411.P -, / 41 X -�''' 22.3 �, - - 4 39z so' ,. ,I :, �. O PROPOSED 8" ADS - --'� 13 ! YD 5 _ - ,,, >� � �' ��ROOF DRAIN SYSTEM-. . ! ; ao�. 0 -, � 43 2-1 / 392.00EP �� \� �� ° OO S S �� / �� �i �J I ` 408.83�/ / �(°o. - -- - 412.4TC N \411.392.4QSTC391.90EP 412. _ _420.00 PROPOSED 20 PRIVATE 41220EP� � 4 7 41'2.�EP 12STORM SEWER EASEMENT BUILDING #5 � � 39883 FFE=408.83 ,�--� ---- �2°e \ N 44 � 6aio°I 49 I I� , - 390� 389 y LLE-_ 398.83 Ih PROPOSEDo 9�� i o - . 390.2ot a �° / ADS ROOF/ ,' ��. \ ``°, YARD DRAIN SYSTEM . i/ 45 398.16 46 � �39o.osrc �� li 48 " x, 395.17TC - �3a9.ssE 3 I 9a.67EP �l Q •/ / PROPOSED RETAINING WALLS 3g� - \ 43 o 2� y % �� 422(MAX. HEIGHT = 6') \ 38_�.75TB �bo� 89.87 EP \ '� `2 / WITH HANDRAIL 47° �� \ �98 4o8.16 S - / 388.00EP 0° / o 42 �'� i / 3��L,zorc EXISTING MANAGED O • `� / 387..70E-P- ' l / ,� O 5 3 STEEP SLOPES (TYP.) 380 i \388.4oT 3 / 387.9oEP \ ,/ PROPOSED RETAINING WALL \ .``398 8 r i / o ass orc �, `, � (MAX. HEIGHT - 4 � O .00 - � ° 0 / 387.60EP �- / 41 s7. rc ___ i - 398.16, 7.57EP I � A p 00 71 I � 20% / 72 3 4 3 390.67EP _ SEE MARTHA JEFFERSON HOSPITAL APARTMENTS 3 PROPOSED 20 PRIVATE �� STORM SEWER EASEMENT ' 394 i�` J VSMP PLAN (WPO-2018-27) FOR POND DESIGN INFORMATION 73 ;' � � �/�\ 38 �76� � 1 =;�`o � ��� - i WET POND SWM FACILITY � 8 � o OSED LEVEL 11 VDOT CLASS I RIPRAP � s.33rc ° ST� - 2 OUTFALL W/ GEO-FABRIC FF 386 UNDERLAYMENT / PROPOSED VDOT STD. EW-1 389 00 EP WITH RIPRAP OUTFALL I ) 389.33 T V =55' W= =2' 3� L 8' D flo385. �` 0 84 PROPOSED VDOT STD. EW-2 r" m ° 7 �'cP g 3 I go - o I I ^h ° 384.91 00 \ G 3 8 WITH RIPRAP OUTFACE 3 O 77 � ' \ $° CD Ii Y ° • '� '� 38 17 E 3 38 384.58TB r PROPOSED 8" ADS ROOF/ 7�5 TC PROPERTY BOUNDARY (TYP.) - - PER Y I YARD DRAIN SYSTEM F- 74 84.75TC 3+ 00 ° I 4.9 O `��, 42EP 4;; PROPOSED RETAINING WALL S V 22+ \ (MAX. HEIGHT = 6') 85.5 _ _ A A 3 41 '-BUILDING #6 - \ 2 3.1 FFE=385.58 12o374 LLE=375.58 6L-N 37 8 v ' GRAPHIC SCALE Rid --- \ O ' 30 0 IS 30 60 120 2 IN FEET 7 > 3 I inch `'0 f t. �- / �• YD- B A � �' ° 375.58 x� V A\ PROPOSED VDOT STD. EW-1 I \ 382 cP A \ WITH RIPRAP OUTFALL 376 PROPOSED SWM DRY PROPOSED ADS ROOF/ DETENTION FACILITY PROPOSED ADS ROOF i YARD DRAIN SYSTEM FLOW DIRECTION DRAIN SYSTEM ARROW (TYP.) SEE MARTHA JEFFERSON HOSPITAL APARTMENTS VSMP PLAN (WPO-2018-27) FOR POND DESIGN INFORMATION VDOT CLASS I RIPRAP �� \ OUTFALL W/ GEO-FABRIC UNDERLAYMENT L=36', W=8', D=2' SCOTT R. COLLINS 9 No. 35791 lh�l ZONAL E U) z w 0 (� r/ 0 Z�a� z U O�r_0 H U Lr) 2: co U w w � � Q H J 2:O LU z m Q W w - - uj wa ce w z Q � J M M O N M w V J N w N z Q uw C w J ® (/� v r UJI w a- CD L9 < Q o _j z z Q _ � 0 w" 06 rram^^ � Vl n w rz 0 ul Q z� w O � Z w F� V i w L.L w L.L Lu 117-711 J V Q 0 U < ui N w w a � JOB NO. 172131 SCALE 1 "=30' SHEET NO. 9 GENERAL CONSTRUCTION NOTES FOR STREETS NEW FINISHED GRADE 1. CONSTRUCT/ON INSPECT/ON 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. EXISTING GRADE 2. 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 o 0 0 0 0 0 GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST 41 6" VDOT No. 21A AGGREGATE RESULTS FOR APPROVAL. STONE -COMPACTED /\\�\\/\\/� /�\/\\�\\� J. SURFACE DRA /NA GE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EA SEMEN TS PRIOR TO ACCEPTANCE PROVIDE G E O T E X T I L E FABRIC IN AREAS BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. REQUIRING STABILIZATION AS 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 /A�\A\/A VAAVA VA�AA\ / // // // // // // // DETERMINED BY THE GEOTECHMC'AL DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR FEET OFFSET FROM THE EDGE OFVA , ENGINEER. (4) ///i////V/�% PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. COMPACTED SUBGRADE (05%) 5. 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-1. NOTE: ANY ROCK ENCOUNTERED WITHIN 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION THE FIRST 0.5' SHALL BE REMOVED AND DETAIL, SHALL BE STRICTLY ADHERED TO. DISPOSED OF. REPLACE ROCK WITH VDOT 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT No. 2 1 A STONE AND PROVIDE 9 5 % EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. COMPACTION. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE GRAVEL PAVEMENT - SECTION COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC NOT TO SCALE 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 NOTE: AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. USE GRAVEL PAVEMENT SECTION FOR 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY SWM FACILITY ACCESS ROAD INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ROAD NOTES 1.5" SM-9.5 SURFACE COURSE GRADING: 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF 3"ED BM-25 TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. NTERMEDIATE COURSE 2. WHERE UNSUITABLE MATERIAL /S ENCOUNTERED IN THE ROA D WA Y, IT SHALL BE REMOVED FROM THE ENT/RE ROAD RIGHT OF WAY WIDTH AND 5. 5" 21- A REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. BASE Cou J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION COMPACTED- SUBGRADE WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. ASPHALT PAVING - PUBLIC TR A VE L WA YS 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. NO SCALE DRAINA GE: 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. 2" SM-9.5 J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) SURFACE COURSE INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. INTERMEDIATE COURSE II II 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. BASE COURSE / PA VEMEN T.- SUBGRADE 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV ASPHALT PAVING - DRIVE AISLES VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF NO SCALE CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, ll, OR 111 PRIOR TO PLACING AGGREGATE BASE. 1.5" SM-9.5 SURFACE COURSE 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE 1" BINDER PUGMILL REQUIREMENT WILL APPLY. INTERMEDIATE COURSE 21-A 7.L' ALBEffARLCOUNTY BASE BASE COURSE GZ'N.FRAL CONSTRUCTION NOTTZS GOMPAGTED SUBGRADE ASPHALT PAVING - PARKING SPACES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTA TION (VDOT). THIS PLAN AS DRA WN MA Y NOT ACCURA TEL Y REFLECT THE REQUIREMENTS OF NO SCALE THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. PROPOSED I" SM-9.5 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. OVERLAY 5. THE MAXIMUM ALLOWABLE SLOPE /S 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE EXISTING ACHIEVED. PAVEMENT 6. PA VED, RIP -RAP OR STABILIZA TION MA T LINED DI TCH MA Y BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, I IS DEEMED EX. STONE SUBBASE NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL COMPACTED 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. SUBGRADE 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS N. 9. ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALLA TION MUST COMPL Y WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ASPHALT PAVING - MILL/OVERLAY NO SCALE NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED.`' ASPHALT p=/`/r'�k�.,': MIM ����\�/�'\�ij�'�\ �\ iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT iv. A FINAL PAVEMENT DESIGN, f COMPACTED SUBGRADE STRUCTURE IS PLACED. 5 ASPHALT PEDESTRIAN TRAIL v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE NO SCALE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. EXIST. GROUND CII L POINT OF FINISHED GRADE 11 /4"A' 1/4"A' 5' WIDE CONCRETE SIDEWALK 4" VDOT 21A STONE BASE 5' PARKING) 29' F/C-F/C TYPICAL TRA VTZ1FAY ST'CTION TRAVELF_4Y A (PRIVATE T)?,VELF.4Y) OS-SSAR RfSlPfATIAL & MIXED USE SUBDIVISION STREET DESIGN SPL'LI>.• 25 AfPfl OtV-STREET BUJfROUT P.4RXltVY ONLY NOTE: RIGHT-OF-WAY WILL WIDEN IN LOCATIONS OF THE BUMP -OUT PARKING SPACES L L 5' WIDE CONCRETE SIDEWALK 3:1 EXIST. GROUND 2% PLANTING gg000000 "� da8 a a 4" VDOT 21A STRIP STONE BASE EXIST. GROUND 12' z% PLANTING STRIP VAR. WIDTH POINT OF CL FINISHED GRADE 1 /4"A' 12' 1 EXIST. GROUND EXIST. GROUND 2% PLANTING STRIP (TRAVEL LANE) (TRAVEL LANE) V 24' F/C-F/C 47' PRIVATE TRAVELWAY TYPICAL TRAVFZ#r.4Y SST'CTION APPLETON STREET (PRIVATE TRAVELFAY) OS-SSAR RESIDENTIAL & AfIXED USE SUBDIVISION STREET DESIGN SPEED.• ,95 &PX 5' WIDE CONCRETE SIDEWALK 4" VDOT 21 A STONE BASE 5' TOP OF -4' -2„ R CURB 6" a a d a STD. CG-12 HANDICAP SIGN RAMP HANDICAP SIGN LOCATION (VAN) Ili LOCATION FACE OF CURB BUMPER BLOCK PAIN PER VDOT PAINTED SPEC. TRIPE YPICAL) ACCESSIBLE SPACES HANDICAP SPACE DETAIL NOTE NO SCALE HC PARKING SPACES & ACCESSIBLE ROUTES SHALL BE COMPLIANT wl ALL CURRENT ADA STANDARDS & LOCAL/STATE REQUIREMENTS HANDICAPPED SPACES SHALL BE IDENTIFIED 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 1-112" 0 PAINTED BLACK SET IN 12" OF CONCRETE. TOW AWAY TYPICAL ACCESSIBLE SIGNS SHALL CONFORM TO VAN ZONE ADA REQUIREMENTS ACCESSIBLE $100 - $500 $100 - $500 FINE FINE 7" HANDICAPPED PARKING SIGNS NO SCALE \VDOT #57,#68, OR #78 STANDARD CG-6 STONE BASE UNDER CURB CURB & GUTTER & CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND/OR BACKFILLING. 4" COMPACTED AGGREGATE 2" SM-9.5A BASE COURSE, VDOT #21A SURFACE COURSE \/\ \ \ "I \ ,\ / \/\7\/ \/7< COMPACTED 5 _ SUBGRADE CLASS A - TYPE 1 LOW -MAINTENANCE PEDESTRIAN PA THWA Y DETAIL NO SCALE EXIST. GROUND EXIST. GROUND (VARIABLE WIDTH) 4" CONC. A ' / 7777777�i 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE -1 ?"- RESERVED PARKING • VAN ACCESSIBLE 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 GALVANISED "U" CHANNEL POST VDOT AZ GENERAL CONCRETE f TOPSOIL AND SEE[ /j� �/ \ / ,� jAA/�V� O \\ 4, MIN. x� \/AA�' iVA/w HANDICAP PARKING SIGN DETAIL NOT TO SCALE ONE AT EACH HANDICAP SPACE. WHERE HANDICAP SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES BEVF EXTEND GEOSYNTHETIC REINFORCEMENT TO WITHIN 2 INCHES OF THE LOWER BLOCK FACE 10" MINIMUM - TOP OF CONCRETE AnchorTM Diamond® MIN. X INFORCEMENT CONNECTION WALL 42 WX (NOT TO SCALE) hand *^'ANCILUR WALL SYSTEMS. INC. SITE (NOT l SCALE) / RAIL GRADE 4 a d a SITE WALL a XALL RAIL F,4ST Vl1V6! DETAIL NOT TO SCALE TREES SHALL 'nE PLANTED A MINIMUM OF 0A x H DISTANCE FROM BACK OF BLOCK. SHRUB5 MAY BE PLANTED ADJACENTTOI WALL, BUT SHALL UTILIZE WATERPROOF BARRIER BENEATH PLANTINGS WITHIN 0.4-X H DISTANCE FROM WALL LOW -PER ,BILIT'r' SOIL4' MIN. BACK OF WALL TO FACE OF WALL FILTER FABRIC UPPER WALL STRUCTURAL 70 - , a I E ACKF ILL ■ III= LOWER WALL F+ .- d I ICI I 2- OFF LI I TYPICAL r 1=11 FINISHED GRAD ` IIL II 1CII� ✓` !,�^ 4" D IA. DRAIN TILE 1Ir 6fP'lf i 2F-Op f .3 TO .4 OF H (TYPICAL) WALL PLANTING DETAIL FINISHED GRADE \ 10.6'� VREINFORCEMENT LENGTH GEOSYNTHETIC REINFORCEMENT 4" DRAIN TILE (ELEVATION VARIES) 6" MINIMUM COMPACTED GRANULAR LEVELING PAD Wos = WIDTH OF OVERSIZING De = DEPTH OF EXCAVATION L = LENGTH OF GEOSYNTHETIC REINFORCEMENT Wos=(2 * De)+L+6" Wos AnchorTM Diamond° `IX Lei1 EX�!C�}ApVATION OVERSIZING VV 1� (SCALE: J/O"-F-0") Tantl T'"ANCIIUK WAI.I_SVSTEMB, WC. Anchor Diamond TYPTICAL BASE PREPARATION WX( O I TO SCALE) and AN HOR\ ALL SYSTEMS. INC. DIAMOND PRO (TAN) SEGMENTED WALL DETAIL NO SCALE �7 ,TH 07 k SC0TT R. CQLLINS No. 35'791 �"RIONAL ��Cs rn w Lu < z rn J z 0- M o M fn N d' Q co d' W m N wN z Q uj zW U) J > Q Q W W L9 Q 0 J Cb VJ z W U ~ � wr�/^'� 0 Vl z W p ulV J z W O Z �W L.f�,// CI) _ U) W L.L W U= 10� uj Q Q 0 CD N I..L rw! W W oC = a Cn JOB NO. 172131 SCALE AS SHOWN SHEET NO. 10 GRAPHIC SCALE js 30 so 12'a NOTES: /Tjy 9tiC, 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION OF cc�0 \ NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER THE ti � (_IN rrrT) STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S " ' 30r1! �NIA CHAPTER OF THEAMOIATION, THE VIRGINIA ERICAN SOCIETY OFLANODSCAPECIETY OARCHIDTECTS, OR TSCAPE IHE ROAD AND BRIDGE GNERS AND THE ISPECIF SPECIFICATIONS r CV �</�� OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION ( O /f S (TYP) ./ F,Q Lt Y- I 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED '9TC, AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE O /O PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. S F s IG 3, PROPOSED TREES WITHIN INTERSECTION SIGHT DISTANCES SHALL BE PRUNED UP TO 6' TO MAINTAIN INTERSECTION SIGHT LINES.' (TYP) cc (TYP) S c W l R c S . (TYP) ` l� � W - -- WITH oa - -- Z RS P ERSECTION O/vq Rk _ ARES NET ANT _ 1165' !-c PROPOSED SEEDED MEADOW /'�f QB r O�STTHA EFTO FERSON OR TO MATCH HOSPITAL MEADOW TYP M / / ��II1/ CV \�I j / IG� (TYP) ( ) / �� _ ) LT TYP' (TYP) CC i ) MG f ,� DEDICATED (TYP) �I �, CC � TYP l ( ) �� 0 o q°• o"" y c MG NS OPEN SPACE V I (TYP) // I ,� °° 0 Ii (TYP) (TYP) (TYP) 10.33 ACRES z. _ O \�VI I/v ` - 0 iv " y Ill r -- 8 ' (TYP) �- a'o 00 o° \ o 0 00 00 " v v ,' i' \III ° ° ,-- TYP) , � oCID 8 °°o�� / ° 0 0000 cP�B o' - o " J o—y . .• o — ,z LSR y ° (�p (TYP) )(TYP) • y v I IVL — " y y O O I / TYP / BUILDING #1 (TYP) ��.� ' ��' IJK" _ 000 AR \, / // // / ( v y . y 1�,P (TYP) (TYP)) 3/4 STORY BLDG IG — ,, yy(TY�'j `O 42 UNITS I / (TYP)vv y II O; O 00 v O / GB O (TYP) j _ 0 0 0®°0 / , GB oO (TYP) BUILDING#2 v 1 4 T R BLDG , , A 3 4 6Or' / U ITS, �� �y / � AR y \ / PL \ % / (TYP) / (TYP) h/ / QS — ( � (TYP).� 0 QS / (TYP) �\ i — �` �, � y ( ;< / ( / `/ - - O IVL / // (TYP) O / O ' ' b'0 ®°'b o O x LSR �� , //� / ; (TYP) L. (TYP) `� (TYP)\ / DEDICATED OPEN SPACE41/ 10.33 ACRES /LSR / (TYP) / j A/ r i y , ° i QS MY) i I .. y (TYP) LT° _ (TYP)- � I �_ V - (TYP) ° y.�i';, ` V �� AR (TYP) IV CLUBHOUSE y�� / / O (TYP) o GB Al (TYP) � F 0 " 00 ,��0 � - / " _ �.7 IG Y NOTE: VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. .r AR BUILDING 4 (TYP �' ! ' /� �\ � � v v; � GB � �; //�� � iv (TYP) / / / 3/4 STORY BLDG fff� (TYP) , / �/42 UNITS B�UI-LDING #3 CID 4 STORY BLDG— „ISH POOL 48 UNITS Iv of , � � / j � o � � , _ � IVL o O O / ° TYP / / (TYP) ° 0 00 00 i O�, (TYP) (TYP) / / ° 0 0 m �� a MATCHLINE r `` � � �� � , �< � � � � �� / � � o SEE SHEET 13J -V �1IIj / �, IVL -\/ x 9 / O y ;. (TYP) ° i 0 0 �7 o �f"SCOTT R. COLLINSZ No. 35791 ,lz�l �,��SIIOIVAL �64� E Z Z 0 c F ®a c � Q c N U Ln c CO L LuZ) z O < , Q � W j Lu z w Q o�I o N M N c= Lu z � r < r CL C'7 cy') co 4� CV d' c') 04 C w C cV N w Q z Lu Lij ® < z U) CL CL O J (D Q � Z� Q I u � dJ 1 U) w O z � J LU O Z w V 1 U) Lu Lu u— Lu J V o = 0 N I-- llnl Q Lu w w C JOB NO. 172131 SCALE 1 "=30' SHEET NO. 11 (TYP) � f QB \,, HI 0 (TYP) z1- SCOTT R. COLLINS' ---- - — % Igo.`791 NS (TYP) �'IdNAL Epp BETE � R - w J - j FFE E RS _ W G�-�QON P�M RKIIV AY h. cc NS (TYP) o i (TYP) �__ —� -�-- - - IG �� °° \ / I g �� SIGHT DISTANCE = 395' CV (TYP) i (TYP) o QB �� �� w - y — — �(TYP) GB ou z TYP ()F- y. 0 (� -- - -- , w Ps` -- s YT s o aLU -- co (TYP) 68 �z Q LU af /S LU -- " T cn — — — - — y S s — — — S _ = s ` LU s� 70 > LU XX W J4 PROPOSED SEEDED MEADOW s C) W TO MATCH HOSPITAL MEADOW AFAIM Raft lot < AR (Typ) ( w oN i Ln � � N rn -1 LU r CL Cy') ED CV GRAPHIC SCALE Q 0 15 30 60 120 i \ O �+ ( IN H'LE'1 ) 1 inch = 30 ft. LU W w CL W Vv 1—I PETER JEFFERSON PARKWAY U U Lu (J'j (!) -uiO - co NS Ul QB I (TYP) \` (TYP) T --_` w U) LU -�LL. i Lli U- LU W _ z ® _ 7 O U LULU \ �/ u CU LU LU >t-r O w CL U) JOB NO. 172131 SCALE 1 rr_30' SI-IFFY NO. v 12 s (TYP) — �s r _ i 9� (TYP) IV Q �� I CLUBHOUSE l �` O (T ) / - �o �� OTT R. COLLINS NOTE: VISIBILITY OF ALL MECHANICAL - ���� I I /� / s �%� GB EQUIPMENT FROM THE ENTRANCE yt4 T P No. 35791 � CORRIDOR SHALL BE ELIMINATED. Al .a ' � NA to IG Y e _ Qa a AR / 4 u 0 ao (TYP) � ^� ,` / ��� � � / � �' � �� v �� GB / . �_ � x � � / � # (TYP) v Jv 3/4 STORY BLDG 1 (TYP) 42 UNITS I/ / BUILDING #3 / �, �. / CD o! (TYP) �: / T P) O F- le -ji� ;` / 4 STORY BLDG �OI� �r;� �� z POOL / : ISH � 48 UNITS / / ;_w / O/ w O (TYP)�� (TYP) �IVL (TYP) 0 MATCHLINE ® �■ -/ �` Q SEE SHEET 11 y L, r _ ' r o 0 O oo I� �I� ♦ IVL / u , LT `� i" ���� ��,, / (TYP) / ( �/„ ° o °� $ wu m _- Lu i �, /, R (TYP) / / �, DOG / / 0 8 , �' O �✓ PARK m w co a Lu " o 00Lu o o 00 U Z o 1 �.�o°o p o o (n MP l �� i �;, 8 Lu .� TYP) 1 / i r % O / i LSR AR - C-(� � (TYP) (TYP) O. / , / IJK/ ' -"- / _ Y -r P �01 v r , o r IV— — - ��5/ (TYP) — ' rn _ A. / `� IN, (TYP) Q M 111/ll �.., IVL X (TYP) (TYP) T JV L PT (TYP) o � _ - - (TYP) OON TYP / O - 00 0 v BUILDING #5 — AR , O �, �� N (TYP) I GB �4.STORY BLDG �� M > ice- �r PROPOSED � ``' �� � "� QS f � v � (TYP) / i 42 I�7TS � v � � x ' GRAVEL ACCESS -- -- \ (TYP) v �—� CV 0 ROAD WITH GATE i J ACCESS TO / �OvO - - RIVANNA TRAIL ' ;�� � oo / , � �'�. � � GB i CD _ l r ; / v v (TYP) 00 - - �i 000/ (TYP) N /00 o00 o � (TYP) o ® y o ✓r I `` j -/ai ii �° O� P POSED o Q W o (TYP) � � � - i / v o MANAGEMENT o � I \ FACILITY �> �� J O bC? / 0 ui ���h_:T POND � � / J � �� III .. o 5 / / o o o 00 27 a` o vJ 0 IV 00 0 6 / oLIJ o tD (TYP) i I P ^ QS J F IJK � � � \ � �� � o � a ��� J J (TYP) _ TYP � _,� �. � � ,, � � �o � z L � IG i = / - l O PT (TYP) P)TYP �� I // 1� 6J J " / O O �o ul Cn o MG ( I BUILDING #6 vo v �// - —®► I / O I WIVL GB (TYP) 3/4 STORY BLDG (TYP) \ 34 UNITS IJK NOTES: IDOO IJK�� O = _ �! ` (TYP) 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION OF uj (TYP) - _ �` NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER THE L — 0 00 O j \ \ PT ' STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S J O �� - (TYP) + ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF W \ ` O '- Q LT THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS � w o ap&10 o �/ (TYP) V OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 0� r o /i AR 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED Q y 0 80 00 o O �o 0 00 00 y` %-�' �' AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE TYP , �A N / o� � o ®q, � ( ) �-�,, - � �"-; � PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. o � e o0 IG - 3. PROPOSED TREES WITHIN INTERSECTION SIGHT DISTANCES SHALL BE PRUNED UP TO 6' TO O (TYP) MAINTAIN INTERSECTION SIGHT LINES. O O DEDICATED FACILITIES &ACCESS L.L � � LSR OPEN SPACE (TYP) EASEMENT FOR SWM ,� \ O 10.33 ACRES D.B. 5276, PG. 400 LIMIT OF PROPERTY w �'� i� \ �,, / U � GRAPHIC SCALE � z \ao15 o so 120 JOB NO. 172131 IN FEET ) SCALE 1 inch 30 ft. / 1 =30` 7 7/ SHEET NO. r '� 13 REFER TO TREE STAKING DETAIL TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED REFER TO ROOTBALL PIT DETAIL NOTES: 1, SET TREE PLUMB PRIOR TO STAKING. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND 2, SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. TREE PLANTING SECTION Planting Notes LD-004 N.T.S. GUYING DETAIL CONSISTS t GUYS,SET 120' AROUND 4T PIT ON "UPHILL" SIDE =R TO TREE KING DETAIL (PACT EXCAVATED SOIL =ORM ROOTBALL PIT DOWNHILL SIDE OF TREE VCH EDGE AROUND RE AREA TO BE HED =R TO ROOTBALL PIT AIL NOTES: 1. SET TREE PLUMB PRIOR TO STAKING 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT ,'-2� TREE PLANTING ON SLOPE SECTION 1. DO N _;T PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL- IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR ASSUMES COMPLETE RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION. 2, ALL PLANT MATERIAL SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ITS ARRIVAL ON SITE. SEE SPECS. ,1 ALL AREAS WITHIN THE PROJECT LIMITS OR DISTURBED BY CONSTRUCTION OPERATIONS AND NOT OTHERWISE SPECIFIED SHALL BE SEEDED PER SPECK-ICATIONS, Landscape Notes 1 < CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION. LIMITS OF DISTURBANCE AND TREE PROTECTION FENCING SERVE AS LIMITS OF CONSTRUCTION. 2 NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO DISCUSS TREE PROTECTION EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND/OR TREE ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON SITE_ CONTRACTOR TO MONITOR TREES FOR STRESS AND/OR DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY OCCUR. 3. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/OR TREE ARBORIST 48 HOU S ADVANCE OF ANY CONSTRUCTION ACTIVITY NEEDED WITHIN R R / R N ANY TREE PROTECTION MEASURE. ALL TREE PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN O A COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED BY TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK. 4. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISTING TREE OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH A SMALL BOBCAT/TRACT-HOE_ CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINES, 5. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE (1) SHALL- BE MATCHED AND SUPPLIED FROM THE SAME SOURCE (PER SPECIES). 6. CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY BEFORE ANY SUBSTITUTIONS OR CHANGES IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS. 7. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING, CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT 48-HOURS PRIOR TO DELIVERY. 8, PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING. 9. MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES. MULCH SHALL BE APPLIED TO A 2-INCH DEPTH, MULCH RINGS 24 INCHES MIN. IN DIAMETER ARE TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS. MULCH TO BE DOUBLE -SHREDDED HARDWOOD. 10. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING. 11. ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE APARTMENT COMPLEX. LANDSCAPE REQUIREMENTS FOR PARKING AREAS: TOTAL PARKING SPACES = 4o6 REQUIRED: 1 INTERIOR TREE PER 10 SPACES = 41 TOTAL PROPOSED INTERIOR TREES = 42 TOTAL PAVED PARKING/CIRCULATION AREA=174,26o sq ft REQUIRED: 5% OF TOTAL TO BE PLANTED = 8,713 sq ft TOTAL PLANTED AREA PROPOSED=17,185 sq ft TREE CANOPY CALCULATIONS: CONSTRUCTION AREA =16.65 AC DWELLING UNITS = 25o APT UNITS DENSITY =15 UNITS/ACRE TOTAL SITE AREA 26.98 AC GREENWAY DEDICATION -1o.33 acres OPEN SPACE -9.98 acres AREA 6.67 acres TREE CANOPY: 1.5% x 6.67 AC = 1 AC TOTAL PROPOSED TREE CANOPY =1..84 AC PLANT SCHEDULE SYMBOL QUANTITY LATIN NAME COMMON NAME SIZE AR 37 ACER RUBRUM'OCTOBER GLORY' 'OCTOBER GLORY' RED MAPLE 2.5" CAL CD 19 CEDRUS DEODARA DEODAR CEDAR 4-5' HT CC 20 CERCIS CANADENSIS EASTERN REDBUD 6-7' HT CV 8 CHIONANTHUSVIRGINICUS FRINGETREE 6-THT GB 47 GINKGO BILOBA'PRINCETON SENTRY' 'PRINCETON SENTRY' GINKGO 2.5" CAL IG 39 ILEX GLABRA'SHAMROCK' 'SHAMROCK' INKBERRY 4-5' HT IJK 17 ILEX OPACA'JERSEY KNIGHT' 'JERSEY KNIGHT' HOLLY 4-5' HT ISH 51 ILEX OPACA'SATYR HILL' 'SATYR HILL' HOLLY 4-5' HT IV 237 ITEA VIRGINICA'HENRY'S GARNET' 'HENRY'S GARNET' SWEETSPIRE 24" HT IVL 644 ITEA VIRGINICA'LITTLE HENRY' LITTLE HENRY SWEETSPIRE 4-5' HT JV 50 JUNIPERUS VIRGINIANA TMERALSENTINEL' 'EMERALD SENTINEL' EASTERN REDCEDAR 4-5' HT LSR 29 LIQUIDAMBAR STYRACIFLUA'ROTUNDILOBA' 'ROTUNDILOBA' SWEETGUM 2.5" CAL LT 43 LIRIODENDRON TULIPIFERA TULIP POPLAR 2.5" CAL LS 6532 LIRIOPE SPICATA CREEPING LIRIOPE 4" POT MG 17 MAGNOLIA GRAN DIFLORA'D.D. BLANCHARD' 'DD BLANCHARD' MAGNOLIA 6-8' HT MP 7 MALUS X'PRAIRIFIRE' 'PRAIRIFIRE' CRABAPPLE 6-7HT NS 29 NYSSA SYLVATICA BLACK GUM 3.5" CAL PT 22 PINUS TAEDA LOBLOLLY PINE 4-5' HT PL 110 PRUNUS LAUROCERASUS'SCHIPKAENSIS' 'SKIP LAUREL 24" HT QB 31 QUERCUS BICOLOR SWAMP WHITE OAK 3.5" CAL QN 6 QUERCUS NUTALLII NUTTALLOAK 2.5" CAL QS 34 QUERCUS SHUMARDII SHUMARD OAK 2.5" CAL LD-005 N.T.S. NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 3. DO NOT ALLOW AIR POCKETS TO FORM WHILE BACKFILLING. 4. IMMEDIATELY SOAK PLANT WITH WATER. 5. SEE IRRIGATION PLANS/DETAILS/SPECIFICATIONS AS THEY RELATE TO THIS INSTALLATION. SPECIMEN SHRU (AS SPECIFIED 0 DRAWING: REFER TO ROU i 0r\ L L r1 1 DETAIL SHRUB PLANTING_ SECTION Evergreen Tree Planting Detail Not To Scale Tree Planting and Staking Detail Not To Scale (�_)No. HOBACKFILL TO TERMINATE AT TOP OUTSIDE LIMITS OF . REFER TO TREER. COLLINS�ROOTBALLSTAKING DETAIL '35'791 �ADD MULCH OVERTOP OFROOTBALL AND PLANTING PIT LIMITS, BEGINNING AT NO MORETHAN 1" DEPTH AT TRUNK ANDTAPERING UP TO A DEPTH OF NAL E� 3" AT PLANTING PIT LIMITS, THEN TAPER TO PROPOSED FINISHED GRADE (� 1' VARI S TYP. JI \ / BENCH EDGE AROUNDNTIRE \�j�:.;;;t: ROOTBALL ULCHEDBACKFILL WTED, REA TO BE �j CUT AWAY ALL WIRE BASKETS � ��\ f\��\� ORIGINAL SOIILHFROM IPLANT AND/OR NON -BIODEGRADABLE /!�� ; PIT EXCAVATION IF LOOSE. IF U) ROOTBALL WRAPPING AFTER EXCAVATED MATERIAL IS NOT z FINAL TREE PLACEMENT. LOOSE, SUBSTITUTE WITH LU LU BURLAP ROOTBALL WRAPPING ACCEPTABLE TOPSOIL TO BE UNTIED FROM TRUNK MATERIAL. AMEND BACKFILL p AND CUT AWAY TO A POINT PER SPECIFICATIONS. COMPACT z U AT LEAST 1/2 DISTANCE DOWN BACKFILL IN LIFTS BY FOOT. Z O J ROOTBALL. WATER THROUGHLY AT 1/2 DEPTH. ® r O SCARIFY BASE OF PLANT PIT cif WHEN EXCAVATING PIT: BREAK cU0 cow THROUGH AND LOOSEN ALL RETURN AND COMPACT LOOSE H w = J EXCAVATED MATERIAL TO [^ Q PLANT PIT TO ESTABLISHED �I� _ Q HARDPAN (REMOVE AS NECESSARY TO FACILITATE z J LU DRAINAGE) PROPER DEPTH PRIOR TO p Q PLANT PLACEMENT LU � m z Q w LU NOTES: a 1, NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SOIL CHARACTERISTICS ARE NOT LU LU AGREEABLE TO THESE PLANTING CRITERIA OR WHERE CONDITIONS RAISE CONCERNS IN U) TERMS OF PLANT SURVIVABILITY OR WARRANTY. > w 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING, PLANTING PROCESS. TREES UP TO 4" CAL. SHALL BE STAKED WITH 2-2"x2" HARDWOOD STAKES. TREES OF 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED, TWISTED, AND TURNBUCKLES. LOOP HOSE AROUND TRUNK. FLAG WIRES WITH COURVEY TAPE. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION GUYWIRES WITH RUBBER HOSE AND TURNBUCKLES 2/3 UP TREE 2"x2" HARDWOOD STAKES, ALIGN TOP OF STAKES MULCH SAUCER AMENDED SOIL MIX CUT AND REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH COMPACTED SUBGRADE DOUBLE STRAND #12 GAUGE WIRE WITH RUBBER HOSE & TURNBUCKLES 2"x2" HARDWOOD STAKE CUT & REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH MULCH SAUCER FINISHED GRADE TREES UP TO 4" CAL. SHALL BE STAKED. TREES 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED TWISTED, #12 GAUGE WIRE WITH HOSE AND TURNBUCKLES. LOOP HOSE AROUND TRUNK ABOVE BRANCHES AS SHOWN, FLAG WIRES WITH COURVEY TAPE. REFER TO SPECS FOR ADDITIONAL INFORMATION. AMENDED SOIL MIX COMPACTED SUBGRADE LD 00+ ROOTBALL PIT LM01 N.T.S. I 11_1112 SECTION N.T.S. County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) 1. The followine items shall be shown on the plan: Trees to be saved-, Limits of clearing (outside dripline of trees to be saved), I Location and type of protective fencing, I1 Grade changes requiring tree wells or walls; I1 Proposed trenching or tunneling beyond the limits of clearing. 2. Markines: L1 All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. U No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: Z1 Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: 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: U Such devices shall not adversely affect trees to be saved. 6. Fires: Z1 Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: U Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencine: U Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ZI Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: Il 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. Tree Walls: When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided, and a construction detail submitted for approval. 11. Trenchin and Tunnelin : e e ZI 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: K) Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: Q Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS TIE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION / REQUIREMENTS. OWNER SIG CONTRACT PURCHASER SIGNATURE 10/21/19 (DATE) (DATE) 5/1/06 Page 1 of 1 L9 z 12L ® M CO N ce 4 Q 00 � r ^ W O V J N N z Q LU > C LLI (n LU LU e � IY Q z U � � I Q U-) D = z Ul _j W LU 0 moLU / V / L.L W w U_ LUI ILL 01 LU J< r_i CD Q ® Z N U < I- w w O w a vi JOB NO. 172131 SCALE N/A SHEET 14 NO. DESCRIPTION Lu m a r k VERSATILE MOUNT SYSTEM The Prevail LED area, site luminaire combines optical performance, energy efficiency and long term reliability in an advanced, patent pending modern design. Utilizing the latest LED technology, the Prevail luminaire delivers unparalleled uniformity resulting in greater pole spacing. A versatile mount standard arm facilitates ease of installation for both retrofit and new installations. With energy savings greater than 62%, e the Prevail fixture replaces 150-45OW metal halide fixtures in general area lighting applications such as parking lots, walkways, roadways and building areas. Construction at st Electrical (MSP/DIM) operation. The Construction is comprised of a LED drivers are mounted to the optional LumaWatt Pro system is heavy-duty, single -piece die-cast fixture for optimal heat sinking best described as a peer -to -peer aluminum housing. The LED and ease of maintenance. Thermal wireless network of luminaire- drivers are mounted in direct management incorporates both integral sensors that operate in contact with the casting to promote conduction and convection to accordance with programmable low operating temperature and transfer heat rapidly away from the profiles. Each sensor is capable long life. The die-cast aluminum LED source for optimal efficiency of motion and photo sensing, door is tethered to provide easy and light output. Class 1 electronic metering power consumption and access to the driver if replacement drivers have a power factor >90%, wireless communication. is required. A one-piece silicone THD c20%, and an expected life gasket seals the door to the fixture of 100,000 hours with <1%failure Mounting housing. The tics Is mounted 9 P rate. Available In 120-277V 50/6OHz Standard le mount arm is bolter Po on a versatile, aluminum plate 347V 6014z or 480V 6OHz operation. directly to the pole and the fixture that dissipates heat from the 480V is compatible for use with slides onto the arm and locks in LEDs resultingin longer life of the 9 480V a stems only. 1OkV/10 WY systems Y lace with a bolt facilitating quick P 9 fixture. The fixture is IP66 and 3G kA surge protection standard. and easy installation. The versatile vibration rated (ANSI C136.31) to 0-10V dimming driver is standard patented, standard mount arm insure strength of construction with leads external to the fixture to accommodates multiple drill and longevity in the selected accommodate controls capability patterns ranging from 1-1/2" to application. PP such as dimming and occupancy. 9 4-7/8". Removal of the door on the Suitable for ambient temperatures P standard mounting arm enables 9 Optics from -40°C to 40°C. Optional 50"C wiring of the fixture without havin Precision molded high efficiency • 9 cY HA (high ambient available. 1 9 1 to access the driver compartment. P optics are precisely designed to P P V 9 Standard NEMA 3-PIN twistlock A knock -out on the standard shape the distribution, maximizing phot000ntrol receptacle and NEMA mounting arm enables round efficien and application spacing. cY PPP 7-PIN twistlock hotocontrol pole mounting. Wall mount and p 9 Available in Type 11, 111, IV and V receptacles are available as mast arm mounting options are distributions with lumen packages options. available. Mast arm adapter fits ranging from 6,100 to 18,900 9 9 2-3/8" O.D. tenon. nominal lumens. Light engine Controls configurations consist of 1 or The Prevail LED luminaire control Finish 2 high -efficacy LEDs mounted 9 �^/ options are designed to he simple P 9 P Housing and cast arts finished 9 P to metal -core circuit boards to and cost-effective ASHRAE and in five -stage super TGIC polyester maximize heat dissipation and California Title 24 compliant powder coat paint, 2.5 mil nomina promote long life (up to L92/60,000 h 25oC) IESNA TM-21 solutions. The ANSI C136.41 I' t NEMA 7-PIN t l thickness for superior protection fad d Stand d POLE MOUNT ARM PRV PREVAIL L6-15/16- 0 0 1124mm1 6- 7nYe' (203mm1 ItSt..) (102mm] 9/16" 15mm 51re• 7n6' I730mm] 12mm1 4-15/16, 3-3/4 J �la. HOB 2 3 6 6• DI.. MOIe (125mm] 196mm] 160mm1 1lszmml WALL MOUNT 2T O IIIoD L(153mmIJ L183 m]J MOUNTING CONFIGURATIONS AND EPAS Wall Mount Arm Mount Single Arm Mourn 2 IfKr Arm Meant 2 @ 90' Arm Mourn 3 @ 9r Arm Mourn 4 @ 9r EPA 0.75 EPA 1.50 EPA 1.50 EPA 2.25 EPA 3.00 PRV PREVAIL LED AREA/SITE/ROADWAY LUMINAIRE ours per comp tan recap ace again a e an wear. an ar For the ultimate level of spill light enables wireless dimming when color Is bronze. Additional colors ' Control an optional house side used with compatible hotocontrol. available in white re black dark P P P . grey, shield accessory can be field or An integrated dimming and platinum and graphite metallic. facto installed. occupancy sensor is a standalone factory P c1' control option available in on/ Warranty CERTIFICATION DATA off (MSP) and bi-level dimming Five-year warranty. UL and cUL Wet Location Lined IP66-Rated 3G Vibration Rated ISO 9001 DIMENSIONS 9 8 Desi nLi hts Consortium: Qualified- 2 I ENERGY DATA 170n Electronic LED Driver 0.9 Power Factor '20%Total Harmonic Distortion 120.277V/50 and 6OHz, 347V/60Hz, 48DV/6OHz .40°C Minimum Temperature Rating .40°C Ambient Temperature Rating A156100 Nominal Lumens A25/A40/A6010200/1510OV16900 Nominal Lumens El POWER AND LUMENS UgM Engine A15 A25 A40 A60 Nominal Power Marts) 57W 87W 143W 163W Input Comfit Cut - 120V A 0.49 0.76 1.23 1.34 Input Current @ 277V (A) 0.22 0.35 0.54 0.60 Input Current @ 347V (A) 0.18 0.28 OA5 0.49 Input Currant @ 48W (A) 0.13 0,21 0.33 0.35 Type u Lumens 6139 10204 15073 19830 BUG Reti n9 B1-110.G1 82-110.G2 B3-1J4G3 8310FG3 Type 10 Lumens 6,192 10,292 15,203 18,992 BUG Rating 81-U0.G2 B2-U0-G3 B2-110.G3 63-U0.G4 Type IV Lumens 6,173 10,261 15,157 18,935 BUG Rating 81-1.10.433 B2-UO-G3 82-UO-134 82-UO-G5 Type V Lumens 6,393 10,627 16,697 19,610 BUG Rating B3-U0.G3 BaU0.G3 Bd-U0.G0 65.110-Gd 13-15116' 354m 20.13116" 681mm tsore:wmw ompm eo. awnd.rd genes fiwan carer Dn.mm�weine coiow lmP.Ptwmen ovwut. I ml I I EPA ss awn for m.non.wnd,re wiener.,r.a,e ..pen .eya,te Effective Projected Area (Sq. R.1: OJ5 SHIPPING DATA Approximate Net Weight: NOTE: Grow enh. e000K«c12o2m.3.n. aune,w mwnrna nrm.ru,w.ra can tined lokv gov.nd ales a,mminv. 20 Ibs.X)9.09 kgs.Ed. Man y .=. a 1121 Hiylwav 73 souta , 1121 Hqh v, 79 S- E.7• N f,� 1 E T. N Fantle. Gt, as 302ae soe arwm ant F T. N itradmee crt G 3D269 sp .lwn= a. 7D500018EN . P M486deo0 111m 'ars stmiaa to TDS00018EN . P noaeamoo amenswns sueiacc io riawdngamndss wpddwde www.designlights.org T 2017060208:01: 59 M1e+xgarsiPsss KbcMliOe vMw.eelM.r.arylgh0n0 dvigewMan rolKe. 2017-06-0208:0159 P-P 6vsm�n Wad des www.ealon.camighvrg axnpe w;mout rwlce. 1s NOTES: 1. ALL POLE LIGHTS SHALL BE A MAXIMUM OF 20' FROM � THE GROUND TO THE PROPOSED LIGHT FIXTURE. THE 20' HEIGHT SHALL INCLUDE THE BASE OF THE POLE. / 2. ALL LIGHT FIXTURES SHALL HAVE A FLAT LENSE. 3. LAMP TYPE SHALL BE METAL HALIDE. 4. FIXTURES SHALL BE BRONZE IN COLOR. / 5. PROPOSED POLE LIGHTS SHALL BE A WARM WHITE LIGHT (2700-3000K). ' 000 00 ---- \ �� 00 O O• CO) \ O O � l o ° v o o o \ BUILD,IN #5 \ \ / `p \ BUILD�JVG o NOTE: 1. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINARIES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOTCANDLE. O O O O O O v � O o i O i BUILD',ING #1 O� ° \\ COURTYARD 00� .. PRV PREVAIL LUMEN MAINTENANCE Ambient 25,000 50,000 60,000 Theoretical 100,000 Theoretical L70 Tenlperahae Hours• Hours- Holes• Hours (Hours), 2VC > WA > 93% > 92% > 87% > 260,000 40°C > 96% > 93% > 92% > 87% > 255,000 60°C > 95% > 92% > 91% > 88% > 250,000 �r 85 LUMEN MULTIPLIER BO Ambient Temperature Lumen Multiplier 3 75 10°C 1.02 IST 1.01 70 2VC 1.00 0 10 20 30 40 50 60 70 80 90 100 40°C 0.99 Hours (Thousands) 25°C - 40°C - 50°C - ORDERING INFORMATION Sample Number: PRV-A25-D-UNV-T3-SA.BZ Product Fami ' M ' LI9 9 swine Odver• V oKage Distillation Mounting rag Color' PRV=Prevail A15=11 LED16,100 Nominal Lumens 0.-0imming (0-tOVI UNV=Lniversal TbType II SA -Standard Versatile Arm AP=1Gtrey A25=(2 LED.I 10,200 Nominal Lumens 1120.277V1 T3=Type III MA=Mast Arm BZ=Bronze (Standard) A40=(2 LEDs) 15,100 Nominal Lumens 347=347V T4-Type IV WM=Wall Mount Arm BK=81ack A60=(2 LEDs) 18,900 Nominal Lumens 480=48OV r TS=Type V DP�ark Platinum GM --Graphite Metallic WH=White Options (Add es Suffix) Accessories (Order Separately) " 7030=70 CRI / 3000K CCT r PRV WWXX=Wall Mount Kit 7050=70CRI/W WKCCTr PRVMA-XX=Mast Arm MountingKit 10K=10kV/10kA UL 1449 Fused Surge Protective Device 9 PfNBA-)0(=Standard Arm Mounting Kit 9 LWR-LW=LuIrwWatt Pro Wireless Sensor. Wide Lens for 8'-16'MountiHeight Kr rag 9 F15NEIi0=House Side Shield LWR-LN=LumaWett Pro Wireless Sensor, Narrow Lens for i6'-40'Mourning Height K• MA7010-XX�ingle Tenon Adapter for 3-12"O.D. Tenon MSP/DIM L12-Int rated Sensor for Dimming Operation, 8 - 12 Mounti Height e9 9 n9 9 = a MA1011-XX 2� 180° Tenon Adapter for 3-12. O.D. Tenon Pt MSP/DI - r f Height M L30-Int rated Sense or Dimming Operation, 12' - 30 Mounting He t pe e9 9 Pe 9 9 - Cd 1 Tenon MA7012-XX-3 20 Tenon Adopter for 3-12' O.D. eon Pt MSP-L72-Int rated Sensor for ON/OFF Operation, 8' -12 Mounting Height e9pe9 9 MA7013-XX�@90°Tenon Adapter for 3.12' O.D. Tenon P MSP-L30-Int rated Sensor for OWOFF Operation, 12 -30 Mounting Height e9 Pa 9 9 MA701a1(X=2 a�90°Tenon Adapter for 3-12' O.D. Tenon Pt PER=NEMA 3-PIN Twistlock Pho[ocontrol Receptacle • MA1015-XX=T.d 120° Tenon Adapter for 3-12. O.D. Tenon PERT=NEMA 7-PIN Tvvistlmk Photocontrol Receptacle '° MAl016XX=3,a90° Tenon Adapter for 3-12' O.D. Tenon HSS=House Side Shield MA1017-XX=Single Tenon Adapter for 23/8' O.D. Tenon HA=50°C High AmbientTemperature MA1018-XX=2 a' 180° Tenon Adapter for 24W O.D. Tenon MA10194X� a 12r Tenon Adapter for 2-W O.D. Tenon MAI04540(=4 490° Tenon Adapter for 2-318" O.D. Tenon MA1048-)X=2@90°Tenon Adapter for 2-3(80O.D. Tenon MA700.4XX�@90° Tenon Adapter for 2-3i8' O.D. Tenon MA71B7-XX=2@72r Tenon Adapter for 2.38' O.D. Tenon OA/RA7013=Photowntrol Shorting Cap OA/RA7014=NEMA Photmontrol -120V OA/BA7018=NEMA Photocontrol - Multi -Tap 105-285V OA/IeA1027=NEMA Photocontrol - 480V OA/IIA7201=NEMA Photocontrol - 347V ISHH-01=1m rated SensorP remmin flenwte a9 ro9 9 Nona / Cusomercam onsi-for en inee anal ,e, confirm le and fiztore cam idl lorelln irsoonn (la�erto lnawllmion in,[ruc[wn, 15W0002EN eM bwhiw rWP IMIEN ror atldhionalw p 9 nne Yu W Pat M pp po WPa peon ,nrorm.ton. a DnrynL yM1w Conwrbum•OualffiM urd cau,fi,d car DLC 61uM,rd nwrto www.deupnlpM1w ar9lor eew is a. stwdara aosoK ccr,ne 7o cal. e. comv 1 Iwwry car dorer sure• 1-1- ra1w, a Onl br use .lira aaOV W s. Pw NEL net car uee cant u ntl ens. en M a er co une,b ens wmmenl known u Tnne Mau 1nti Win D•Iw. TMw Pn,ea X' n L y ys ryuem .pwu ad nyu• unpetl ae area ,w,yn.m maraca rya• ( y p p DNw one Tnne Pnsw Cramer Groundae Dales nYswmel. e. Dmarem hou, n .ion im ,ct lumen out ut.IES files for do 000-nwnwrd wlon,n arninbw u e P Pon rpum� 7.Fal-l-dran«. Uutl,d'uwdlE6fiM, for3000K antl aaoaK wn.n rbrm,n la TnarefiMn an 5liehad on N•Rwul u rotluct on [M we6site e Yew W raP Wee e LumaWen Prn wireNss sensors are fwtory,m[Nletl one regain network comwnenu LWP£M 1. LW0.GW 1 and LWRPoEB in appropriate Ouwtinaa See webane ror LumeWan Pro appi cation mlonnnion. f WmaWen Re wirebev ayewmis,.•t erulegewM pnomwntralrwpwcle )Not niwa•el *.No, eruwi• cant MSP er LWS olnwn,. 11. Repines XX wfth peen[ carer STOCK ORDERING INFORMATION Stock Sample Number. PRVS.A25-UNV-T3 Product Family UgM Engine VoKag , Distribution Options (Add as Suffix) PRVS=Prevail A75=(1 LED) 6,100 Nominal Lumens UNV-Universal (120-277V1 T3=Type III MSP/DIM-LM4ntegrated Sensor for Dimming Operation, A25�2 LEDs) 10,200 Nominal Lumens 347�47V T4-Type IV Maximum 30' Mounting Height A40�2 LEDs) 15,100 Nominal Lumens AB0�2 LEDs) 18,900 Nominal Lumens TD500018EN 2017-OG02 08:01:59 �, V i �OF, BUILDING SCOTT R. COLLINS� LJ No. 35'791 ZONAL E (n z W 0 (� r/ OU - z Z-0- Od �- Iti O U U) U W co U) W H -, Q Q 2:O U)-1 m > 1LU 1~-I z Q _ W --___ W LU W -= a- ce 0 LU - LU - - W (V a M o � M z Q ZL9 �� M - � N d' Q M N N z W Q w w J J_ LU C z Q Q 0 Q Z Q = f- z U � W rr^^ � Vl � O � D `� z w O Ul Z w V) w F- LL W LL LU reseal Q Q C� 0 O N ry Q F LU W W U) JOB NO. 172131 SCALE 1 11= 50' SHEET NO. 15