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HomeMy WebLinkAboutARB201900145 Plan - Submittal (First) 2020-03-11 (4)GENERAL NOTES \ C OWNER: PRESIDIO PANTOPS, LLC 455 SECOND ST SE, 5TH FLOOR CHARLOTTESVILLE, VA 22902 � SCOTT R. COLLINS'� DEVELOPER: CASTLE DEVELOPMENT PARTNERS, LLC 230 COURT SQUARE, SUITE 202 U No. 35791 � CHARLOTTESVILLE, VA 22902 0 ENGINEER: COLLINS ENGINEERING �'o IONAL 200 GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 �qP �JP v� Aso (434)293-3719 TAX MAP NO.: 07800-00-00-02OM6 DB 5224 PG 198 TOTAL PROJECT AREA: 22.47 ACRES TOTAL T PROJE'CT Q ��`` ��P� o 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. TOPOGRAPHY IS AERIAL SURVEY PERFORMED BY VIRGINIA RESOURCE MAPPING DATED JANUARY, 2006. TOPO FIELD VERIFIED BY COLLINS ENGINEERING IN AUGUST 2019. RIVANNA MAGISTERIAL DISTRICT BOUNDARY UPDATED PER RECENT SURVEY PLATS FROM ROUDABUSH & GALE ASSOCIATES. /= DATUM: NAD83, NAVD 88 ALBEMARLE COUNTY,VIRGINIAEXISTING TERRAIN: WOODED UNDEVELOPED PROPERTY SLOPING DOWN TOWARD THE RIVANNA RIVER AND INTERSTATE 64. PROPOSED: 250 RESIDENTIAL APARTMENT UNITS, CLUBHOUSE, AND AMENITIES I � I INTERSTATE�'4 � Z (100) 2 & 3 BEDROOM APART. UNITS AND (150) 1 BEDROOM AND 1 BEDROOM W/ DEN APART. UNITS ~ r WATER SUPPLY PROTECTION AREA: N/A VICINITY MAP p cn U) z � WATERSHED / WATER RESOURCE AREA: RIVANNA RIVER DRAINAGE BASIN 1 �` A LC �� _ i ICI 0 CA L ALLOWABLE DENSITY: PER ZONING APPLICATION PLAN - PARCEL I 16.65 ACRES = 250 UNITS: 15 DU AC.LLJ �\ PROPOSED DENSITY: 250 UNITS / 16.65 ACRES = 15 DU/AC � � � / ce i 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. � SHEET INDEX SETBACKS: SEE PROFFERS MAXIMUM FRONT SETBACK IS 30'. TITLE SHEET SUBDIVISION STREETS: CURB & GUTTER J �� �/� �� �J COVER lA PROFFERS 1113 UTILITIES (WATER AND SEWER): COUNTY PUBLIC WATER AND SANITARY SEWER // \ EXISTING CONDITIONS 2 1 OVERALL LAYOUT SHEET 3 FIRE AND RESCUE: AS REQUIRED, ALL FIRE FLOWS WITHIN THE APARTMENT COMPLEX TO SERVICE THE BUILDINGS SHALL BE A MINIMUM FIRE / L- LAYOUT PLAN 4 FLOW OF 1750 GPM @ 20 PSI. THE AVAILABLE FIRE FLOW IS 2,440 GPM @ 64 PSI. FIRE HYDRANTS SHALL BE SPACED I \ \ LAYOUT PLAN 5 _ ACCORDINGLY TO PROVIDE COVERAGE TO ALL BUILDINGS. I - ` UTILITY PLAN 6 ' UTILITY PLAN 7 AGRICULTURAL/ FORESTAL DISTRICT: NONE ' _ --- _ GRADING & DRAINAGE PLAN 8 Ln GRADING &DRAINAGE PLAN 9 \ / NOTES & DETAILS 10 EXISTING VEGETATION: WOODED LANDSCAPING PLAN 11 LANDSCAPING PLAN 12 LIGHTING: PARKING LOT AND BUILDING LIGHTING IS INCLUDED WITH THIS FINAL SITE PLAN. LIGHTING SHALL LANDSCAPING DETAILS 13 CONFORM TO ALBEMARLE COUNTY LIGHTING AND DARK SKY ORDINANCE. _ / i Z TOTAL SHEETS 13 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 AND COMPACTOR IS PROPOSED ON -SITE FOR TRASH SERVICE FOR THE M APARTMENT COMPLEX. cy) PHASING: THIS SITE SHALL BE DEVELOPED IN ONE PHASE.co PARKING REQUIRED: 2 PARKING SPACES PER (2) AND (3) BEDROON UNITS & 1.5 PARKING SPACES PER (1) BEDROOM UNITS 100 2 BEDROOM UNITS = 200 SPACES ---_-- o / 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) •' / �,�° �� i `� j.� �„ ��, / LEGEND 0 V / NOTE: A TOTAL OF (9) HANDICAP SPACES INCLUDING (2) VAN ACCESSIBLE SPACES ARE REQUIRED FOR ADA REGULATIONS EXISTING CULVERT N PARKING PROVIDED: TOTAL PARKING SPACES PROVIDED = 406 SURFACE PARKING SPACES AND 20 GARAGE PARKING SPACES = - CULVERT Q ui 426 PARKING SPACES DROP INLET &STRUCTURE N0. STREAM BUFFERS/FLOODPLAIN: THE STREAM BUFFERS SHOWN HEREIN SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER _ _ / / l ll / \ j \ \ "`4 CURB PROTECTION ORDINANCE. THIS 100-YEAR FLOODPLAIN LIMITS EXIST ON THE SUBJECT PARCEL, PER FEMA MAP NUMBER - / ' / " �' � � / � � J 51003CO145D ADOPTED FEBRUARY 4, 2005. NO IMPACTS ARE PROPOSED FOR THE EXISTING STREAM BUFFER OR 100 YEAR �' / CURB &GUTTER FLOODPLAIN. THE PROPERTY IS WITHIN A STATE DAM INUNDATION ZONE AND FEDERAL DAM INUNDATION ZONE ALONG PROPOSED PAVEMENT J THE RIVANNA RIVER. ALL PROPOSED DEVELOPMENT SHALL BE LOCATED OUTSIDE OF THE LIMITS OF THE INUNDATION EC-3A DITCH ZONES. DEPTH OF EC-3A DITCH W RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THIS PLAN, SEE GRADING PLAN SHEETS 6 & 7. Q / EC-2 DITCH � L9 RECREATION: REQUIRED: 250 APARTMENT UNITS x 200 SF = 50,000 SF �� i ��� ; 6» DEPTH OF EC-2 DITCH PROPOSED: LLJ CLUBHOUSE AND POOL = 19,500 SF o / ....... EARTH DITCH Q DOG PARK = 2,300 SF o �\ - DRIVEWAY CULVERT _ O BEER GARDEN = 1,400 SF COURTYARD = 9,500 SF �� _ - - - U U i BENCH MARK ,�� TRAILS/WALKING PATHS = 18,500 SF _ _ _ _ TOTAL = 51,200 SF \, I _ CLEARING LIMITS ( n �+ NOTES: \ o o S.S. O � LLJ 1. THE PRIMITIVE WALKING PATH SHALL BE AVAILABLE FOR PUBLIC USE TO ACCESS THE RIVANNA TRAILS. THE PRIMITIVE \ o ` - - _ - - EXISTING CONTOUR (- TRAIL AND ANY PROPOSED OR POTENTIAL TRAIL -RELATED INFRASTRUCTURE WILL BE DESIGNED AND CONSTRUCTED IN o ACCORDANCE WITH THE APPLICABLE SPECIFICATIONS IN THE ALBEMARLE COUNTY DESIGN STANDARDS MANUAL. \ ° o\ _ -; j' 20o PROPOSED CONTOUR 2. PER COUNTY CODE 18-4.16.3.2, RECREATIONAL EQUIPMENT AND FACILITIES SHALL BE MAINTAINED IN A SAFE VDOT STANDARD STOP SIGN z CONDITION AND REPLACED AS NECESSARY. MAINTENANCE SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER IF °, _ - PROPOSED SPOT ELEVATION W O Ln RENTAL UNITS OR A HOMEOWNERS' ASSOCIATION IF SALE UNITS. o o _ - _ 3. 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. - _ ° ' _ LLI NOTES: �- L.` LAND AREA: BUILDINGS: 2.64 AC. (11.7%) \ o CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PARKING AND TRAVELWAYS 4.00 AC. (17.8%) \ o o p o - - PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF w _ _- __ LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON THE PLANS, IF THERE APPEARS TO 6.50/® SIDEWALKS: 1.46 ACRES o, o - ( ) \ � � �\ _ - - � BE A CONFLICT, AND UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS. \ RECREATIONAL AREAS: 0.83 ACRES (3.0%) THE CONTRACTOR MUST LOCATE ALL SURFACE AND SUB -SURFACE UTILITIES PRIOR TO ANY WORK Lj OPEN SPACE AREA (PART OF THE OVERALL MJH OPEN SPACE): 10.33 AC. (38.3%) ONSITE. 1/ w . OPEN SPACE WITHIN THE DEVELOPMENT AREA: 9.98 AC. (33.0%) TRIP GENERATION CALCULATIONS SHEET LAYOUT ANY SIDEWALK AND/OR CURB DAMAGE IDENTIFIED IN THE SITE VICINITY DUE TO PROJECT Q ri IMPERVIOUS AREAS. 352,885 SF (8.10 AC) TOTAL 1 1 CONSTRUCTION ACTIVITIES AS DETERMINED BY THE VDOT INSPECTOR SHALL BE REPAIRED AT THE mmi TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) SCALE: 1" - 100' ADDITIONAL NOTES: CONTRACTOR'S EXPENSE. SIDEWALK WILL BE REPLACED AT THE DIRECTION OF THE VDOT Ur Q PARKING AREAS AND TRAVELWAYS: 63,510 SF INSPECTOR. ANY EXISTING SIDEWALK THAT IS CURRENTLY DAMAGED AND IN NEED OF REPAIR OR 250 APARTMENTS UNITS (CODE 230) 1. ALL OPEN SPACE SHALL BE PRIVATELY OWNED AND MAINTAINED. NOT IN COMPLIANCE WITH CURRENT STANDARDS SHOULD BE REPLACED AS PART OF THIS PROJECT SIDEWALKS: 63,510 SF 2. THE STREETS IN THE DEVELOPMENT SHALL BE PRIVATE TRAVELWAY AND TRAVELWAYS AND AS WELL. IN ADDITION, ANY EXISTING CG-12S ALONG THE PERIMETER OF THE SITE SHOULD BE0 BUILDINGS: 115,115 SF ADT: 1680 VPD (840 ENTER 840 EXIT) WILL NOT MEET THE STANDARDS FOR ACCEPTANCE INTO THE SECONDARY SYSTEM OF STATE UPGRADED TO MEET CURRENT STANDARD IF NEEDED. o AM PEAK: 128 VPH (26 ENTER 102 EXIT) HIGHWAYS AND WILL NOT BE MAINTAINED BY THE VIRGINIA DEPARTMENT OF ALL SIGNING AND PAVEMENT MARKINGS SHALL BE CONSISTENT WITH THE MUTCD. I..L PAVED PARKING AND CIRCULATION AREA: 174,260 SF PM PEAK: 155 VPH (101 ENTER 54 EXIT) TRANSPORTATION OR THE COUNTY OF ALBEMARLE. L.L 3. THE PROPOSED DEVELOPMENT SHALL BE SERVED BY PUBLIC WATER AND SEWER. CRITICAL SLOPES: MANAGED STEEP SLOPES AND PRESERVED STEEP SLOPES ARE EXISTING ON SITE AS SHOWN ON THE PLAN. IMPACTS TO RIGHT /LEFT TURN VDOT CALCULATIONS 4. THE PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FORESTAL DISTRICT. APPROVALS DATE U < MANAGED SLOPES ARE CONSISTENT WITH THE ALBEMARLE COUNTY ZONING ORDINANCE. NO IMPACTS ARE PROPOSED TO 5. THIS PROJECT IS LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA MAP NUMBER THE EXISTING PRESERVED SLOPES, EXCEPT FOR THE PROPOSED PRIMITIVE TRAIL THROUGH THE SITE AS SHOWN ON 51003CO289D ADOPTED FEBRUARY 4, 2005. DEPARTMENT OF COMMUNITY DEVELOPMENT PETER JEFFERSON PARKWAY EXISTING TRIPS (BASED ON 2017 TRAFFIC SHEETS 4 & 5. 6. ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO PUBLIC USE. w (- ANALYSIS FOR A POTENTIAL REZONING ON THE PROPERTY) 7. STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40, O.C. IN ACCORDANCE PLANNER/ZONING p w BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THE SITE. VPH: PETER JEFFERSON PARKWAY WITH VDOT AND ALBEMARLE COUNTY STANDARDS. ENGINEER a U) EASTBOUND: PEAK AM: 194 TRIPS PEAK PM: 322 TRIPS 8. PUBLIC WATER AND SANITARY SEWER EASEMENTS AND ALL LANDSCAPING MAINTENANCE INSPECTIONS JOB NO. MARTHA JEFFERSON HOSPITAL PRESIDIO APARTMENTS WESTBOUND: PEAK AM: 408 TRIPS PEAK PM: 210 TRIPS EASEMENTS SHALL BE ESTABLISHED AND PLATTED IN CONJUNCTION WITH THE FINAL SITE PLAN. STORMWATER MANAGEMENT: A STORMWATER MANAGEMENT WET POND SHALL BE CONSTRUCTED AS SHOWN ON THE GRADING AND DRAINAGE PLAN. 9. ALL MECHANICAL EQUIPMENT SHALL NOT BE VISIBLE FROM THE ENTRANCE CORRIDOR ARB 172131 THE WET POND SHALL PROVIDE WATER QUALITY AND DETENTION FOR THE OVERALL DEVELOPMENT AREA. THE TOTAL LEFT TURN ANALYSIS: (INTERSTATE 64 AND RICHMOND ROAD). ALL MECHANICAL EQUIPMENT SHALL BE SCREENED DEPARTMENT OF FIRE RESCUE DRAINAGE AREA TO THE WET POND IS 11.29 ACRES. ADDITIONAL WATER QUALITY NUTRIENT CREDITS AND/OR SWM PROPOSED TRIP COUNTS MEET A LEFT TURN WARRANT FROM THE ENTRANCE CORRIDOR BY FENCING AND/OR BUILDINGS TO PREVENT THE VISIBILITY SCALE DEDICATED PRESERVATION AREA MAY BE REQUIRED TO ACHIEVE THE NECESSARY REMOVAL RATES FOR THE RIGHT TURN ANALYSIS: ALBEMARLE COUNTY SERVICE AUTHORITY DEVELOPMENT. A FINAL WPO AND VSMP PLAN SHALL BE SUBMITTED FOR REVIEW AND APPROVAL, PRIOR TO LAND THE UNITS FROM INTERSTATE 64. N/A PROPOSED TRIP COUNTS AND TURNING MOVEMENTS WARRANT A 10 10. THE PRIMITIVE WALKING PATH SHALL BE AVAILABLE FOR PUBLIC USE TO ACCESS THE VIRGINIA DEPARMENT OF TRANSPORTATION DISTURBING OPERATIONS AND PRIOR TO FINAL SITE PLAN APPROVAL. RIGHT TURN TAPER FOR BOTH ENTRANCES. NO RIGHT TURN LANE RIVANNA TRAILS. HEALTH DEPARTMENT SHEET NO. IS REQUIRED. 1A SCOTT R. COLLINS'� No. 35791ILI IONAL Zz o r r- U � m w Un o � �■.� o Q w W C2 rn w Q z Q O M CIO N � Q co CD V J N N z W Q W W J > Q W �— U) J If� LLJ Q LL - - (� 0 VJ W Q �-- `� z W O Z W U) w JW UJ Q O N LL w �- r, w O w a V) JOB NO. 172131 SCALE N/A SHEET NO. 18 8-5_i�3 MARTHA JEFFERSON HEALTH SERVICES AT PETER .IEFFERSON 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$-31A that is located within the 100-year flood plain into the Rivanna River Greenway System; (ii) final site plan approval for any development on Parcel COUNTY OF ALBEMARLE Departmeqt of Planning &Community Development PROFFER STATEMENT reasonable use of surface prior to ultimate buildout of the Property as parking T shown on the Application Plan if applicable, in which case such site plan C 401 McIntire Roca, Room 218 shown on the Application Plan), and to make reasonable modifications to the will include reasonable provisions for access to the Greenway System); or (iii) Charlottesville, Virginia 22902-4596 {434) 296 - 5823 The following parcels are subject to rezoning application ZMA 01-015 and thus to conceptual grading plan shown on sheet AP-3 of Exhibit B {provided that the final subdivision plat approval for any development on Parcel I shown on the Fax (434) 972 - 4012 this proffer statement: tax map parcels 78-20M, 78-71, 78-71A and 78-31I (the finished grades not vary by more than ten (10) feet up or dawn). Application Plan (if applicable, in which case such subdivision plat will "Property"). The Applicant is Martha Jefferson Health Services Corporation. The owner include reasonable provisions for access to the Greenway System). September 22, 2003 of tax map parcels 7$-20M, 7$-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 map pazce178-31I 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 s#oxmwater control facilities, of riparian rights in LETTER OF CORRECTION "Owner." approval of ZMA 01-015, 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 lithe 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-01-56 Martha Jefferson Hospital at Peter Jefferson Place Supervisors acts to rezone the Property to Planned Development -Mixed Commercial as a. Neutral colors shall be utilized for external building materials so that 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. structured parking garages, the Owner shall develop the Property in accord with the b. The use of white materials will be f'1'11t77rniaed, and shall not constitute the Dear Mr. Matthews. following proffers pursuant to Section 15.2-2298 of the Code of Virginia, 1950, as predominate color on such building or structure, 5. Upon issuance of a certificate of occupancy for the Inpatient Hospital, the The Albemarle County Board of Supervisors, at its meeting on, August 13, 2003, by a vote of 5:0, amended, and pursuant to Section 33.3 of the Albemarle County Zoning Ordinance. c. In addition to standard landscaping required by Section 32.7.9 of the Owner shall submit a traffic demand management plan to Albemarle County, approved the above -noted petitions. Please note that this approval is subject to the following conditions: .These conditions are voluntarily proffered as part of the requested rezoning, and the Albemarle County Zoning Ordinance, additional landscaping shall be incorporating elements such as ridesharing programs, -mass transit incentives, • ZMA-01-15 Martha Jefferson Hospital at Peter Jefferson Place -Approved subject to attached ' , Owner acknowledges that (1) the rezoning itself gives rise to the need for the conditions; � and (2) such conditions have a reasonable relation to the rezoning requested. t* interspersed throughout the areas of the Property where development is Application Plan, help integrate � pedestrian and bicycle accommodation, and similar .measures, each as may be permitted pursuant to the to the appropriate and reasonable given the then -current availability of such proffers, development into the surrounding landscape. programs, which plan shall b• e subject to the reasonable approval by the SP-01-56 Martha Jefferson Hospital at Peter Jefferson Place -Approved subject to the following If rezoning application ZMA 01-015 is denied, or if either special use permit d. Parking structures shall be coordinated in appearance with other buildings Director of Planning and Community Development or his/her successor, NOTES: 1. THIS PROJECT IS LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA MAP ` Tll 0 NUMBER 51003CO289D ADOPTED FEBRUARY 4 2005. � I - �� � MATCHLINE A S E THIS SHEET � 5 1 8_ BENCHMARK =EXISTING 2. SURVEY PROVIDED BY ROUDABUSH &GALE DATED JUNE, 2017. TOPOGRAPHY IS e - y / �'4� R 440.000 AERIAL SURVEY PERFORMED BY VIRGINIA RESOURCE MAPPING DATED JANUARY, — e ,g1-0 312 -- O `. SANITARY SEWER MANHOLE 2006. TOPO FIELD VERIFIED BY COLLINS ENGINEERING IN JANUARY 2018. - TOP ELEV = 446.92 / SCOTT R. COLLINS'Z \ 3. MANAGED AND PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY. I �k / \ p \ 4. 100' WPO STREAM BUFFER IS SHOWN. THE STREAM BUFFER SHOWN HEREON n No. 35'791 � SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER + PROTECTION ORDINANCE. CD, �S�IONAL 'Fl � � - Sg° , O 8671 1 0 TMP: 07800-00-00-031HO OWNER. GAHC4 CHARLOTTESVILLE r, VA MOB, LLC N35° - ,:o ZONING. PLANNED MIXED COMMERCIAL TMP: 07800 00 00-020M5 / c, \ 82.078' w� ACREAGE: 7.38 AC 10 o OWNER: PRESIDIO PANTOPS, LLC � � � A i; - � �� _ - - - 70 `b ��"� ZONING: PLANNED DEVELOPMENT e o f �� `- �S9°00 �000 DB/PG: 4818/286 �� �• = MIXED COMMERCIAL 00, d ACREAGE: 4.51 AC 00" Z r+ DB/PG: 5224/198 o ` F— N \ w � W �� O H co EXISTING PINE/HARDWOOD z �'� �� Lu � s cl) J a TREES (TYP.) cf) ono � �2 � �� ) w w z UJ -pro-- N 30' SWM ACCESS r EASEMENT cl) 00 2 I i _ PROPERTY LINE A J / A ✓ . w w o a is - - w - �i ,9,Q FLLI o PORTION OF CURB AND GUARDRAIL ALONG� 8g q / z �' PETER JEFFERSON PARKWAY TO BE REMOVED ���y � � � �� FOR APARTMENT COMPLEX ENTRANCES w { _ CO O 000 7 � H u� 4.1 - �_ - = LLL.I Q -i z � ;� EXISTING TREELINE /, o 46 / EXISTING 12" WATERLINE - - -y - EXTENSION TO PROPERTY h�-- - Y � /' ,- % U Z - MATCHLINE A - S E THIS SHEET �j �- - — -- a7 EXISTING GRAVEL PORTION OF MEDIAN TO BE REMOVED FOR NEW TURN LANE C'7 ROAD TO BE REMOVED 1 _ y- ,/ - co EXISTING MANAGED _- - - = N o I / _ r ^ `i i --_ - N-63° 05' 39.09"W 'tr 0 V 1 SLOPES(TYP) -,�, <i � I �I CN J I {Lu EXISTING PINE/HARDWOOD r - I / - TREES (TYP.) - / w / - -- r L=132.773, R=708.000 — I ` = - -_�� � 10.7448 CID 0 Lu L9 EXISTING PRES RVED U SLOPES TO REMAA TYP l i N al VVV i _ TMP: 07800 00 00 020M1 - OWNER. WORRELL LAND & DEVELOPMENT COMPANY LLC u OWNER: PRESIDIO PANTOPS, LLC / , ZONING: PLANNED DEVELOPMENT MIXED COMMERCIAL _ ~� TMP. 07800-00-00-020M6 � � � 7 / ACREAGE: 29.63 AC / \ ZONING. PLANNED DEVELOPMENT MIXED COMMERCIAL ) III I 3� 1 �, �_ DB/PG: 4069/267, 2544/249, 2607/572, 1673/618 ACREAGE: 22.47 AC A � j � l � i � � � � � � � (%1 o DB/PG: 5224/198j / , - `��••++ �� /ice _ - � � i �.. �x EXISTING TREELINE %� - I `bLu o /w � 100-YEAR STREAM BUFFER I — I � I / SWM ACCESS EASEMENT -- 3 \ 1 LL EXISTING PINE/HARDWOOD I -� -_A W L L. \ / \ TREES (TYP.) _ - ��uj FLOODPLAIN S i \/ I ' —390 CD 77 -- - _ _ 610.670' -�- - i w MLu cli sLu \ — - - -- — - � JOB NO - "{ GRAPHIC SCA � AP H �E so -- 172131 _- _ \. _-------. --- '-- --------------. -- - 60 0 30 60 120 240 S ' CALE -- - 1 "- 60' SHEET NO. k� \ MATCHLINE - SEE TH SHEET�vH N n SCOTT R. COLLINS'� q m L� No. 35'791 z o�01 rn �� �� 1 \ / \ CNAL E NOTE: VISIBILITY OF ALL ICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 00 1CD C)�� TMP: 07800-00-00-020J0 O -� ZQ OWNER. JDM II SF NATIONAL LLC C/O STATE g � FARM MUTUAL AUTOMOBILE \ m� \ a ZONING: COMMERCIAL OFFICE I �l/ 9tic� \ O ck� ACREAGE: 19.88 AC I �v U DB/PG: 4475/728 I I \ �s w STREAM BUFFER—_ p \ L1�2o6Q`\73 MgRrN �E o\ H o a IU G # \ A _ 7J, ?89 `q ✓FFF RsoRFs�/NT � w DIS 3/4 S RY B L 42 N 5��� . `S2p � � E�Rsss r�oN w/� c� 110 TAN CE COURTYARD " N � \ z OPEN / - \ \ \, SPACE EXISTING CREEK / \ MAINTENANCE .06.69"E 26.74' BUILDING � � P � \ a, Lu o Q MAIL KIOSK \ ILDI #2 ORY`BLDG -- - jA (N ITS r CLUBHOUSE cP MM '' Vo M -�` D v v 1 r \� DOG \ PARK , \ hOCSL • V i �� c o O aGPFLP'C' N vo �� / y ��,� w BUILDIN �� 4 STORY B DG � '� J 48 UNITS / J cry / o s W STORMWATER \ �'' BU IL DING MANAGEMENT / \ G� \ 3/4 STOREY BLDG FACILITY \ 42 3/4 RYBLDG o I w \ \` UNITS o I of BUILDING #6 � CO Iul 3/4 STORY BLDG 'y 34 UNITS�,� " - I I C) o J i. W W \ ry 67p, DUMPSTER 0 w LL— S8 STORMWATER ,�'` � o �• L.�..� �42 MANAGEMENT �� TMP: 07800-00-00-020M1 ���// LU FACILITY p0' OWNER: WORRELL LAND & DEVELOPMENT COMPANY LLC I C, I I L.I_ 17-1 \' OPEN ZONING: PLANNED DEVELOPMENT MIXED COMMERCIAL I Q SPACE �p<<o ACREAGE: 29.63 AC I \ � DB/PG: 4069/267, 2544/249, 2607/572, 1673/618-- I v - - - C) . N �. �... OPEN L.L SPACE FLOODPLAIN CNN i I O _ 18' 56 00'W 610.67' - N w H - S82° I = 0 w Ln GRAPHIC SCALE �� ZO JOB No. \ a 25 50 00 200 I m 172131 SCALE \ 4, ACCESS TO LEGO AO I I 1 = 50 FARM & MONTICELLO IN FEET ) � � �� 'I � � • SHEET NO. 1 inch = 50 ft. MATCHLINE - SEE tH�S SHEET 3 w Lj uj SCOTT R. COLLINS'� No, 35791 ,�l ��S'IaNAL 'VI \ \ PROPOSED CG-6 (TYP.) \ T��\ + NOTE: RELOCATE GUARDRAIL ,ti \ WITH INSTALLATION OF V� \ RIGHT TURN LANES -PROPOSED MILL &OVERLAY. \ \ I \ SEE DETAIL, SHEET 10. PROPOSED MILL & OVERLAY. V \ SEE DETAIL, SHEET 10. X / \ i PROPOSED RIGHT �� \ _/ �G� \ TURN LANE TAPER �P% PROPOSED PRIMITIVE TRAILWAY. NOTE: TRAILWAY SHALL BE 1 AVAILABLE FOR PUBLIC USE TO PROPOSED SIGNS ALONG THIS SIDE OFROADWAY - NO PARKING, FIRE LANE" �° P` T� OposEO "" c ACCESS THE RIVANNA TRAIL. `1EFFFR S/GyT _ - - P SRN N �PNE j Z o Q ^ , - - CL J SO' V P O�STq � 100 wR O � DEDICATED w CO PROPOSED WALLS M U) PROPOSED 5' CONCRETE SIDEWALKOPEN SPACE z J �— - PROPOSED CG-6 (TYP.) F PROPOSED 5 CONCRETE SIDEWALK \ �� �100 10.33 ACRES RN LANE � ' i co � Y . 1 � / PROPOSD WALL E / U \ _ ------------ ryi� PROPOSED MILL & OVERLAY. / SEE DETAI HEET 10. PROPOSED 3'yCONCRETE SIDEWALK- = 2�' 3 e I L, S / I I opoll PROPOSED CG-12 (TYP.) 9 x20 PARKING y SPACES (TYP.) � \ / \O . - " Y v y , , " L .. v v y ' y . PROPOSED RIGHT PROPOSED PRIMATIVE TRAILWAY. OJ \, TURN LANE TAPER I i 0 I PROPOSED 5' CONCRETE SIDEWALK SEE DETAIL, SHEET 10. Al 30y_MAXIMUM SETBACK CK LINE O v .CWRyTYARO' ," ' v .y ,' ' PROPOSED WALL PROPOSED16'PUBLIC °- � r - L ACCESS EASEMENT I 4 CONCRETE STEPS (3) PROPOSED CG-2 (TYP.) " BUILDING #1 o as y ® 3� 0 3/4 STORY BLDG PROP( o 5 9 O I Q o o0 42 UNITS y ,y PROPOSED CG-2 (TYP.) " I CONCRETE STEPS (3) \ PROPOSED CG-12 (TYP.) \ 1 PROPOSED CG-12 (TYP.) 1 O PROPOSED 6' CONCRETE SIDEWALK ,\ \ `° O PROPOSED WALL O BUILDING #2 \ v W 9, °o �� o 3/4 STORY BLDG / 3'R 46 UNITS cL P o \ PROPOSED GUARDRAIL Q•; O o J�1V, � � � •�� � ' O u 12' R � PROPOSED WALL 'O w PROPOSED CG 2 (TYP.) 4 PROPOSED WALLS — 3� PROPOSED 6' CONCRETE SIDEWALK \ DEDICATED i 3R \, OPEN SPACE 17 / \ 10.33 ACRES PROPOSED CG-12 (TYP.) 25'R " ° N a l O PROPOSED WALL \ / PROPOSED 5' TRAILWAYI I CONCRETE STEPS (9) Ft SRPROSED CG-12 (TYP.) 3 CONCRETE STEPS 3 �\'v SR \, Cb ° ry D IT j 12 PROPOSED WALL EXISTING PROPERTY BOUNDARY I \ @ j PROPOSED WALL -S 10 e v v (A ° CLUBHOUSE 9'x20' PARKING SPACES (TYP.) PROPOSED 6' CONCRETE SIDEWALK PROPOSED 5' CONCRETE SIDEWALK \ / PROPOSED 6' CONCRETE SIDEWALK CONCRETE STEPS (3) 70 NOTE: WALLS WITH HEIGHT OF 6 OR GREATER SHALL REQUIRE HANDRAILS. / / \ ?� \ \ aj 00 PROPOSED CG-12 (TYP.) SEE DETAIL SHEET 10. PROPOSED PRIMITIVE TRAILWAY. / / 5'R �� O BUILDING #4 NOTE: TRAILWAY SHALL BE / /co �O/ 3/4 STORY BLDG AVAILABLE FOR PUBLIC USE TO � � V ° � °� �� 3'R 00 42 UNITS . ACCESS THE RIVANNA TRAIL. ��� �6'�j a 3'R b o 13° ®g � 3'R \ 'v \ \ BUILDING #3co 4 STORY BLDG Al / / o a d ° �� 48 UN ITS � � Q ,R \ 3 °a O POOL PROPOSED CG-12 (TYP.) a " < �" o � 18 30 (STING 100' STREAM BUFFER / /MATCHLINE -SEE SHEET 5 o a PROPOSED WALL CPROPOSED 3' CONCRETE SIDEWALK O a • Lu m QLn o =D 6' CONCRETE SIDEWALK L9 z zpSS­ M M O N () i r ^ O v 1 wC) N wN z Q Lu C zw J r Jy_ � � Q W a— L9QQ O Z < Q PROPOSED WALLS V � O w r^ Y VJ Q NOTE: VISIBILITY OF ALL MECHANICAL LLJ O J EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ulU) z O zI_LI w Cn U) Lu LL. .J w ui Q 0 O N �— u < IZ U rz; Lu a � JOB NO. GRAPHIC SCA 172131 o 15 30 so 1 z0 SCALE 1 "=30' SHEET NO. ( IN I U''T ) 4 1 inch 30 ft. 12 �8"( PROPOSED WALL 18 5 EXISTING PROPERTY BOUNDARY I ° PROPOSED WALL 1 0 s W Q- o I / CLUBHOUSE /I 9'x20' PARKING SPACES (TYP.) \` 15R cb G/ PROPOSED 5' CONCRETE SIDEWALK s� / PROPOSED 6' CONCRETE SIDEW� 3 R PROPOSED 6' CONCRETE SIDEWALK 3'R w� CONCRETE STEPS (3) 7O NOTE: WALLS WITH HEIGHT OF 6' OR %x ° © O ?J � \ O PROPOSED CG-12 (TYP.) GREATER SHALL REQUIRE HANDRAILS. M / d C SEE DETAIL SHEET 10. ° °® O ' BUILDING #4 PROPOSED PRIMITIVE TRAILWAY. NOTE: TRAILWAY SHALL BE /®° ° ° / O� 3/4 STORY BLDG AVAILABLE FOR PUBLIC USE TO ®° ( 3R \ 3'R \ 00 42 UNITS ACCESS THE RIVANNA TRAIL. �6'�T c5: O a 0 ® BUIL #3 6 3'R a � DING �-, 4 STORYBLDG °° 48 UNITS 6'� 0 0 �� �e- w POOL PROPOSED CG-12 (TYP.) �Yp O O ` 18 O O � a •J a EXISTING 100' STREAM BUFFER /MATCHLINE -SEE SHEET 4ll O ' PROPOSED WALL ✓ PROPOSED 3' CONCRETE SIDEWALK ' O j DOG � / / k PROPOSED 3' CONCRETE SIDEWALK ° / / 2 2� / \ � PARK 6/� ��' z6' - PROPOSED FORCE MAIN / PUMP SYSTEM PROPOSED STEPS (4) i �O PROPOSED 6' CONCRE SIDEWALK PROPOSED 5' CONCRETE SIDEWALK ���� \_ i TE SID ALK / ` PROPOSED WALLS / PROPOSED �G 2 (TYP.) I /0 O lz 3'R PROPOSED 6' CONCRETE SIDEWALK ! /,� R O PROPOSED 16' ACCESS EASEMENT i 20 R ° �� 91 (9• ®/ I `` �Ty� PROPOSED 6' CONCRETE SIDEWALKi ��)'°� 3, PROPOSED WALL PROPOSED STEPS / \ ��2 PROPOSED STEPS (3) 12 PROPOSED SIGNS ALONG THIS SIDE OF/, 9' ° ROADWAY — "NO PARKING FIRE LANE / (I' �� 12 gsCOTT R. COLLINS'� ,u No. 35791 � ZONAL E �pJ 4-10 -PROPOSED o' iQ Lu PROPOSED GUARDRAIL DUMPSTER- i ) �o S�, �4 ' TYP'� PROPOSED STEPS (3� BUILDING #5 O �� � 9� �` � ��' �� �' �' PROPOSED STEPS (3) (Tye e <. OO 3/4,STORY BLDG p� �� PROPOSED STEPS (16) PROPOSED�WALLS oO 42 UNITS N L9 EXISTING PROPERTY BOUNDARY Q r � 13 �\ PROPOSED WALLS SR O O\ \ ' PROPOSED STEPS (8) PROPOSED 5' CONCRETE SIDEWALK 100'R � � � cy)�// PROPOSED GRAVEL ACCESS ROAD WITH GATE ACCESS TO RIVANNA (� \ y'�J \ TRAIL -SEE DETAIL, SHEET 10 � O PROPOSED CG-12 (TYP.) w_ 13 O PROPOSED 6' CONCRETE SIDEWALK O PROPOSED 6' CONCRETE SIDEWALK 00 0 0) PROPOSED CG-12 (TYP.) PROPOSED , PROPOSED 5' CONCRETE SIDEWALK PROPOSED WALL CV o ! z CG-2 (TYP.) O uj TRANSITION TO ROLL FACE CURB O PROPOSED WALLS > FOR DRIVEWAY ENTRANCE - ;��✓ 11 PROPOSED STEPS (17) A r O W PROPOSED � cG-2 (TYP.) �Oo , - PROPOSED o J 2'R 9- \ 15 STORMWATER" > yQ, �ryp I MANAGEMENT / Cn Q \ •� I � W FACILITY z WET _POND-/� O o Q 1 O J PROPOSED WALL vSR 01 I I PROPOSED O CG-2 (TYP.) W 9 J 0 O 3'R / END PROPOSED VDOT STD. CG-2 NOTE: �,, 3R 1. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY Z) ooJ I I PROPOSED CG-12 (TYP.) \ 15� / CONSTRUCTED AREAS, VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION FT (n PROPOSED DRIVEWAY AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. Lfi z I T,QF ACCESS ROAD 2. CONTRACTOR SHALL CONFIRM ALL UTILITY, DRAINAGE, AND ROAD CONNECTIONS, F- I OO FT — �J,J O 125'R _ 4 AND SHALL NOTIFY ENGINEER OF ANY TIE-IN ISSUES OR DISCREPANCIES. 6 \ 3. 1O REPRESENTS ONE PROPOSED PARKING SPACE. Lij ( n PROPOSED WALL \ 125'R PROPOSED SIGN �� PROPOSED SIGN 4. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13'-6". �+ ) O\ 5. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING "NO PARKING - FIRE LANE" "NO PARKING -FIRE LANE" O� V� 85,000 LBS. 000 O \ �q y 6. CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE AND BELOW GROUND, I I O iTyP 13 ,;, O PROPOSED SIGN �C'C SERVICING ADJACENT PROPERTIES SHALL CONTINUE TO SERVICE THE ADJACENT O O F\ PROPERTIES THROUGHOUT CONSTRUCTION AND UPON COMPLETION OF THE J W LL PRIVATE DRIVEWAY S � PROJECT TO THE FULLEST EXTENT POSSIBLE. _ O BUILDING #6 --__ _ & WALKING PATH" � Lj 3/4. STORY BLDG 260R 7. SEE SHEET 2 FOR COMPLETE PROJECT BOUNDARY DIMENSIONS AND METES AND ry r� \ BOUNDS. J I o 34 UNITS /� j 8. CURB RADII SHOWN, REPRESENTED WITH AN'R', DIMENSION THE FACE OF CURB. Q PROPOSED 5' CONCRETE SIDEWALK ° O PROPOSED 6' CONCRETE SIDEWALK PROPOSED 5' / 9. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR O PROPOSED 5 PRIMITIVE TRAILWAY \2 SHALL BE ELIMINATED. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM C) j PRIMITIVE TRAILWAY S.Q THE ENTRANCE CORRIDOR. DEDICATED \ 10. ALL RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE CV 0 OPEN SPACE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ce �10.33 ACRES OO ENGINEERED DESIGN FOR THE WALLS SYSTEM. � O 11. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN Q PROPOSED WALL ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. --------------- ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH. CONTACT v -- _ _ui - -- LIMITS OF PROPERTY VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. 12. ALL PRIVATE TRAVELWAYS SHALL BE OWNED AND MAINTAINED BY THE APARTMENT 0 _ PROPOSED PRIMITIVE TRAILWAY. COMPLEX. NO PUBLIC AGENCY, INCLUDING VDOT AND THE COUNTY OF ALBEMARLE °- U) NOTE: TRAILWAY SHALL BE WILL BE RESPONSIBLE FOR MAINTAINING THE TRAVELWAYS WITHIN THE JOB No. NOTE: VISIBILITY OF ALL MECHANICAL AVAILABLE FOR PUBLIC USE TO GRAPHIC SCALE APARTMENT COMPLEX. 172131 15 3o so 120 ACCESS THE RIVANNA TRAIL. 30 0 13. ALL PUBLIC WATER AND SANITARY SEWER FACILITIES SHALL BE DEDICATED TO EQUIPMENT FROM THE ENTRANCE / PUBLIC USE AND THE EASEMENTS FOR THOSE FACILITIES, AS IDENTIFIED ON THIS SCALE CORRIDOR SHALL BE ELIMINATED. PLAN, SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. 1 ��=30' - 14. ALL PROFFERS SHALL BE ADHERED TO WITH THE DEVELOPMENT OF THE PROJECT. SHEET No. ( IN FEET ) >> SEE THE REQUIRED PROFFERS ON SHEET 2A. 5 1 inch = 30 ft. 15. ALL PRIVATE YARD DRAINS SHALL HAVE A 10' PRIVATE DRAINAGE EASEMENT. \ MH-4 \ s \ SEE OFF -SITE SEWER PLAN, ` �\ FOR CONTINUATION OF s \ PROPOSED SANITARY SEWER \ \ I oo -. MH-5 \ PROPOSED 8" GRAVITY 1Ih, REMOVE PLUG AND TIE-IN SANITARY SEWER S \I / TO EXISTING 12" WATERLINE / WITH A 12"x8" REDUCER _ 20' SANITARY I I " � \ e SEWER EASEMENT j 00 o ' I I �� � - °��� � �•yv v" ' . ,,v e" Le . y yv y r . — _ _ - T e � � I I � r y v .y ° u 1 LY .. ' y° e1 yY .y .y y.' y° ,' /� v v Q OO PROPOSED 0 i y y. _� 00 yy ey , yy y Njl 4" FIRE LINE I PROPOSED 6" PVC y r I I SANITARY SEWEROLATERAL— PROPOSED 8 O e y e � I � \ PROPOSED v''..'°- 'y. I DI O 1�, y Y WATERLINE/ 4" WATER LATERAL I dry PROPOSED WATER I 2" METER VAULT I I SERVICE LATERAL I Al A00 D I D /O l Y e e ee 1 MH-6 \ / / I ♦ m PROPOSED 6 900 BEND PROPOSED 20' PUBLIC UTILITY EASEMENT \ � 00 �' PROPOSED 6"PVC / / PROPOSED FIRE v— — — D ��j SANITARY SEWER LATERAL �; / HYDRANT ASSEMBLY V �,r PROPOSED 4" FIRE LINE \ \ PROPOSED 8" 45' BEND D / �e / O PROPOSED 4 WATER LATERAL \ / / 2" METER VAULT 4H-10 ✓� ° i e n PROPOSED 8" 90' BEND S — V ° /; _� / / / O �� �0��/ PROPOSED/ 1 \ w s (2) - 6"x4" TEES / e 1 PROPOSED 20' PUBLIC y / \ G.V._ / PROPOSED 20 PUBLIC MH-7 PROPOSED FIRE HYDRANT s / \ UTILITY EASEMENT CI' / UTILITY EASEMENT I ASSEMBLY w/ 8"x6" TEE _ \ O PROPOSED 6" q ° DI WATERLINE / PROPOSED--. (2) - 8"x4" TEE'° IvIl - I ` P ED 80POS!y \ PROPOSED 8" O� / "x4" TEE S / -& (1) - 4" G.V. F�j DI WATERLINE PROPOSED 6" PVC PROPOSED I = SANITARY SEWER LATERAL 8'x8' TEE y, & (1) - 8" G.V. / \ IP / D EXISTING PROPERTY BOUNDARY /i � �, PROPOSED '8" / / i�/ �; / PROPOSED SANITARY �Al DI WATERLINE / �� I — 4, s / SEWER MANHOLE (TYP.)� n CO A "PROPOSED 20' PUBLIC UTILITY EASEMENT ' --PROPOSED �Q- // 8"x6" CROSS & (2) - 6" G.V. �S i PROPOSED FORCE MAIN PROPOSED 8 90 BEND \ SANITARY SEWER LINES,' PROPOSED 20' PUBLIC � TO SERVICE BUILDING #5 & 6 // ! e ;//� /e / PROPOSED FORCE MAIN I ; / ' PROPOSED UTILITY EASEMENT SANITARY SEWER LINE D // / 2 8 x4 TEES O _ PROPOSED FORCE MAIN TO SERVICE BUILDING #3 // & 2 4 G.V. / O - /� SANITARY SEWER LINE �TO SERVICE BUILDING #4 ' " 'PROPOSED 8" / / / . /, � ° D "e e " e ° D ° / ;/ •,DI WATERLINE /� J � �' PROPOSED O/ D /%O 4" FIRE LINE D n PROPOSED FORCE MAIN PROPOSED 6" ; �/ / / /O PROPOSED �O ° D t PUMP SYSTEM IDI WATERLINE�� / 4" WATER LATERAL G 100' STREAM BUFFER / /' / /%, D e ° 2" METER VAULT /.� a i/ / / PROPOSED 8" " e e D " i° e / /MATCHLINE - SEESH�EET 7 / / % ��' � ®° I �_�/ PROPOSED 8" 11.25' BEND �� -DI WATERLINE,"° lr F o / ° / \ o PROPOSED ° 0 e 4" WATER LATERAL I 1;�� Zzz_ �'TH 0� �j 7s(COTT R. COLLINS'7 ,�_) No, 35791 ,� I ONAL OA U) Z z O J O � Q I-1 U CO w CO � o z > o z > Ww ce �L9 z Q O_j Z � � M N ('7 i r ^ O v 1 wC) N wN z Q W zW J r Jy_ � � Q W a— L9 < O J Q U a— J w r^ w p :D VJ ul W O zW U) U) uj U— O W 00 0� ui Q I 0 O � N U < Lu w a GRAPHIC ALE JOB NO. 172131 0 15 30 60 120 SCALE 1 "=30' / ( IN .10 T ) SHEET NO. / i inch = 0 ft. 6 o I cl EXISTING PROPERTY BOUNDARY / � 4' MH-9 ��/ / / O �� �% PROPOSE 8 / _Al p / / �� �� �� /� PROPOSED SANITARY (IT-) flTT R COLLINS SEWER MANHOLE TYP. �/ DI WATERLINEI ( ) ° / No. 35791CO aPOPOSED 20' PUBLIC Q 0�S�� ° / : ♦ ��., �IONAL E / ! O / UTILITY EASEMENT ' �� PROPOSED Q- / - - / 8"x6" CROSS -G.V. PROPOSED FORCE MAIN / / �,�� ° ° i�/ / ��.,PROPOSED 8" 90° BE ND \ SANITARY SEWER LINES PROPOSED 20' PUBLIC TO SERVICE BUILDING #5 &6 MEN PROPOSED FORCE MAIN / �UTILITY EASEMENT \ ° � SANITARY SEWER LINE � ° � ' / PROPOSED > / Q !/ / (2) - 8"x4" TEES PROPOSED FORCE MAIN" TO SERVICE BUILDING #3 i/ & 2 - 4" G.V. ,� � � �/ V / / SANITARY SEWER LINE � / TO SERVICE BUILDING #4/ PROPOSED 4f i/ DI WATERLINE / / PROPOSED O � T' / /O 4" FIRE LINE O/ � o / /PROPOSED FORCE MAIN ,\ O /O O PROPOSED6 / / O i PROPOSED O APUMP SYSTEM \ SDI W. AaTERLIN.,E � /O 4�WATER LATERAL °\ o 2" METER VAULT z EXISTING 100' STREAM BUFFER ® ,� / / /��PROPOSED 8' / / Z o ° ATCHLINE - SEE SHEET 6 ���� ° _ �/ � ��� � � � � � ;_ ., ° ° ° °' ° I � � ° �' �/ PROPOSED 8" 11.25° BEND DI WATERLINEO 4 PROPOSED / / / , O / i Lu u co�Q` C� ,'� O �> ° 4" WATER LATERAL / / l � i�/ O�' i o z:) PROPOSED ,� / ,;• / I \ 2" METER VAULT / / / V // % / / Ooi /', �z ° 8"x8" TEE & / : _' \� i � ° ,. \ / / / l / O�/ �■■� o < -' // i PROPOSED FORCE MAIN / > �— (2) - 8" G.V. �Pj , / % PROPOSED \� / �/ / / / PUMP SYSTEM u z ° 4" FIRE LINE / A / / v/ /i r � i Lu PROPOSED FIRE' °tie "HYDRANT ASSEMBLY , / /; d / PROPOSED w/ 8 x6 TEE . .. 1 / �� , �\ � PROPOSED 20' PUBLIC % � / (2) - 6"x4" TEES PROPOSED 8 22.5° BEND UTILITY EASEMENT / i , \ � / & (2) - 4 G.V. O ' a Z ae '° ',- / PROPOSED FIRE i �, A / HYDRANT ASSEMBLY % / PROPOSED FORCE MAIN r; , 1 _ / �, / i PUMP SYSTEM l ° PROPOSED 6" 90° BEND PROPOSED 8" 11.250 BEND . ° PROPOSED 8" 22.5° BEND /Lj — — A ° PROPOSED 20' PUBLIC \ %O� �'rqG, PROPOSED UTILITY EASEMENT i �' Q" ST \� (2) - 8"x4" TEES 11 4 R�`& (2) - 4" G.V. a I ♦ Lu / / PROPOSED 8" 1 DI WATERLINE PROPOSED 8" �_ r / �'� ��:� PROPOSED FIRE / / �� O Owoo DI WATERLINE j / / HYDRANT ASSEMBLY PROPOSED 8" 45° BEND -w/ 8 x6 TEE0--00 Lu EXISTING PROPERTY BOUNDARY Q / ° A PROPOSED 6 PVC GRAVITY SEWER LATERAL TO PUMP SYSTEM PROPOSED8" 45 BEND / ! PROPOSED' Ai. co PROPOSED / \ �� / 4" WATER LATERAL —_ ° 2" METER VAULT PROPOSED 8" 22.5° BEND GRAVEL ACCESS / \ I i \ ` ° — — — _ ROAD WITH GATE A A PROPOSED \ ACCESS TO \ ! \ �`� O� 00 4" FIRE LINE — PROPOSED 8" 11.25° BEND M RIVANNA TRAIL � - -� -- � \ �, 00�0 ° PROPOSED FIRE HYDRANT ASSEMBLY ��� o C!) \ ; w/ 8"x6" TEE Lu N Z PROPOSED `� �. ., � \ � � � W v \ 8"x6" REDUCER V 00 J � ��� PROPOSED TYPE A � i \1 BLOW -OFF PROPOSED 6„ — > Q \ DI WATERLINE � i PROPOSED 20 PUBLIC y " UTILITY EASEMENT W ° L � .off Lu Q z 0 PROPOSED 6" 45° BEND J o A I� PROPOSED (2) - 6"x4" TEES / \ \ & (2) - 4" G.V." PROPOSED 6" 90° BENDul \ \ /. 5 � i PROPOSED W 6 4" FIRE LINE PROPOSED 4" WATER LATERAL PROPOSED 6" PVC GRAVITYuj O 2" METER VAULT O SEWER LATERAL TO PUMP SYSTEM O % ILL — 000LL \ O Lu / \ \ ry r-n NOTES: Q / N, O i. CONTRACTOR SHALL VERIFY ALL TIE-IN ROAD CONNECTIONS TO ANY ROAD (D Q EXISTING OR UNDER CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR O NOTIFYING THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING O ROADS AND/OR PROPOSED ROADS, EDGE OF PAVEMENT. CONTRACTOR 0 N PROPOSED FORCE MAIN \ \ SHALL CONTACT ENGINEER TO INSPECT E/P AND ROADWAY TIE-INS TO PUMP SYSTEM O \ EXISTING ROADS, PRIOR TO ANY CONCRETE OR PAVEMENT BEING PLACED. 2. CONTRACTOR SHALL VERIFY E/P ELEVATIONS ADJACENT TO THE SANITARY Q SEWER MANHOLES TO ENSURE THAT MANHOLE TOPS ARE CONSISTENT C WITH THE ADJACENT PROPOSED CURB ELEVATIONS G MITS OF PROPERTY no 3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL „ i— % ROADWAYS, MANHOLE TOPS AND DRAINAGE STRUCTURES PRIOR TO p w / \ / INSTALLATION OF E/P, DRAINAGE, OR UTILITIES TO COLLINS ENGINEERING a U) GRAPHIC SCALE FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS JOB NO. ENGINEERING SHALL VERIFY ALL SURVEY SHEETS TO ENSURE POSITIVE 172131 o 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' ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE ( IN FE/ET ) STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE SHEET NO. 1 inch =° 30 fL. BUILDING DEPARTMENT. 7 PROPERTY BOUNDARY (TYP.) ez � o 0 o° �o ° � 6 VTH 0, � SCOTT R. COLLINSZ L� No. 35791 :L�l ZONAL � Z O 47 � a PETER JEFFERSON PROPOSED RETAINING WALLS \ co CO 4 1.67 MAX. HEIGHT = 6' l Lu PARKWAY _. ♦ ♦ PROPOSED ADS ROOF/ / U \ -� - ♦ ♦ YARD DRAIN SYSTEM - gmq n Q y 472.0 ,\ 480 �I o / O - -- -- - ; - I " 4 �5 70 0 ♦ - -- 40 - 0 / �(0 �i0l ♦ ��-'� o , � 9 0 �✓' m 4 0 PROPOSED RETAINING WALL \� � �♦� M � � oo (MAX. HEIGHT = 6')� ♦ 48g ��I cio 1 4�1 47z.67 ♦ (TYP.) �� �j 461. / i �\ FLOW DIRECTION ARROW TYP. t0 \ PROPOSED RETAINING WALLS I_ \ \O% (MAX. HEIGHT = 6) - 46�\ ♦ 471.5 462.0 l I I � � . 4 2.0 466 \� I �ry O � m i 462.67 1 1 1 BUILDING #1 472.0 - � o\ � i 4 PROPOSED ADS ROOF/ _ ! �� � ,�` m PROPOSED RETAINING WALL 1- N FFE-472.67 i � 4,9�o' _ (MAX. HEIGHT = 6') 1 i YARD DRAIN SYSTEM a`�oo LLE=462.67 / PROPOSED �1.67� 20' PRIG 462.0 r /. O / c O ...STORM SEWER EA,, �a� O PROPOSED ADS ROOF 00 / / v PROPOSED ADS ROOF/ 4462.0 i � DRAIN SYSTEM 472.0 _ EXISTING PRESERVED YARD DRAIN SYSTEM 1 / / � ��_ PROPOSED RETAINING WALL / / 461.67 STEEP SLOPES (TYP.) I \ \ 67 \ / 000 �� PROPOSED RETAINING WALLS /� A� O (MAX. HEIGHT = 6) fo / O (MAX. HEIGHT = 6') O 452. / 0 �` �i / ��O PROPOSED STEPS (TYP.) j i O �/ 441.0 EP 462.67 � 462.0 � � � / 451 5�8 TC % 0 .67 / 24 b'v Q' 452 �r.0 PROPOSED 20 PRIVATE 46� 462.0 Qj / ;' /� \ \ 66 STORM SEWER EASEMEN�' T 2 - - - - - - �`J r O �56 Q' j `C r PROPOSED RETAINING WALL � (MAX. HEIGHT = 4') 452.0 64 ' ! BUILDING #2 \ 456.33 EP FFE=462.67 \ �4 6�,83 TC \ I _ \ r ♦ LLE=452.67 \ 462.0 65 / 40 I O 45 � � \ 63 FLOW DIRECTION ARROW (TYP.) 462 52.17E � �'' '' � 39 � 38 45 67 TC62 I � v 4 452.67 ' PROPOSED RETAINING WALL PROPOSED RETAINING WALL - L (MAX. HEIGHT = 6') / (MAX. HEIGHT = 5') PROPOSED STEPS (TYP.) `P o �_ G \ 52.0 462.0 o �� 22 O 60B \ 61 ���� ,c/S 16o Tk, 34 O O i � ti � �\, A s� b � 60AX. P 0 PROPOSED �� � s � 5 . / /S (T � 4 2 4756.0 Fj� 37 i 2 �„ STEPS Y S 440 � � � /� � 45�6.6T �. c �D PROPOSED RETAINING WALL 60 O ' (MAX. HEIGHT = 6') PROPOSED RETAINING WALL d (MAX. HEIGHT = 6') 456. , � Q? 3.0j / / 33 EXISTING PRESERVED Q- Iv STEEP SLOPES (TYP.) I / 'I 3:1 446. 7 CLUBHOUSE \ \ �� 441.83 EP O 59 ` i � .�� PROPOSED RETAINING WALL i / / /f FFE=456.67 �� \ \ 32 Q / m (MAX. HEIGHT - 6) / ; , LLE=446.67 I45.50 6.0 s� - / � 446.83'EP /��� 3.0 f 47 \ POO448.58E / 6.67 / 46.p 449. / TC PROPOSED ADS ROOF/ O / $6 O � `, 36 YARD DRAIN SYSTEM / �O I i PAD - PROPOSED 20' PRIVATE O 45.500� v// 1 446.67 �� �I' STORM SEWER EASEMENT 446. �' I i , 442. 7 SAD= % I 446.67 ' „� PROPOSED ADS ROOF/ �/ ♦ � / 31 443./25 57 YARD DRAIN SYSTEM 46 �443.6� > U ® 4 ♦ 35 i a " 9 ♦ 1., � ♦ 442.50 E ° ° \\ F F=446.67 ♦ oo T / �P �� N / u, _ E i 43.67 ,a 44�3 i 'STREAM BUFFER (TYP.) s�� � �� � / r- � -;� � ° o° D ; � P - " o -- \/ �" � � 445'�0 o 46.0 30 , �� POOL ELEV=443.6,7' ` / ; Q \ t o BUILDING #4 0 4a6. / 442 FFE=443.67 0 PROPOSED RETAINING WALLS ♦ ;\ \' 4 0 / r LLE- 67 \, �b _445.5 r Qom; //�� -433. 4�3.0 MAX. HEIGHT 6 � 7� P%% 29 4 4%\ PROPOSED ADS ROOF/ 40. PROPERTY BOUNDARY (TYP.) 5 / _YARD DRAIN SYSTEM �, 441.00 O INE -SEE SHEET 9 �; MATCHL > z uice w ce 1 0 rn Q ,�i 0 � EME NT \-PROPERTY BOUNDARY (TYP.) N z r,Lo N J cy) CO- � N EXISTING MANAGED Q STEEP SLOPES (TYP.) ce) i w CN O Cn O N z w Q Lu C m zL G z J Q J J 00 can Lu Lu111 CL rn V Lu < o J z PROPOSED RETAINING WALLS z < Q MAX. HEIGHT = 6' Q m V � 06 00 LL] z Q ul - zQ W 0 (D W ILL E- LL U) Lu 433.p (,4o ~ LL \K� LL Lu O OI w �I I J Q I v, Q I O 4h.0 O 433.6 o ~ F- r-1 a m GRAPHI SCALE JOB NO. 172131 0 15 30 60 120 SCALE 1 "=30' ( 1 FFT ) SHEET NO. il, = 0 H. 8 60 \ HEIGHT = 6' \+ �� '(MAX. ) PROPOSED RETAINING WALL / A 456. (MAX. HEIGHT = 6') Qj v� / 0 v� , 3.0 N 33 / O\ <v 0 EXISTING PRESERVED � � � 446 7 � � STEEP SLOPES TYP. � :1 O / 3 vO I (TYP.) � � CLUBHOUSE /"Z �441.s3 Er� /i 44 �33 TPROPOSED RETAINING WALL �FFE=456.67 � ;� 32 - /-' SCOTT R. COLLINS (MAX. HEIGHT - 6) - 6.0 \ � \ - No. 35791 i LLE 446.67 / I 445.50 �� i 446.83 CEP / Q' \� \ a3.o 47� TC �b r u i Pool � 448.58E / �� \ /y 00 ����5 1�\\ 6,67 y IONAL E 449.Q8 TC � / � � �\ PROPOSED ADS ROOF/ � O � ,�� 4�6 �OV ��46.0 36 \ YARD DRAIN SYSTEM \ �O PAD � PROPOSED 20' PRIVATE � O / 45.50� v� o� `A 446.67 e ��' 446.67 STORM SEWER EASEMENT EXISTING STREAM % 58 / 19 % 3.0 g , _ PAD= �- / \ �i� \ _ �0 446 673.E � "�i ROPOSED ADS ROOF/ � � \ 443.75 E P�� YARD DRAIN T / P i 31 I N SYSTEM � 44�. o 57 o 445.5 V a 442.50E , FF - 67 / / w \ a i _ i i - 4.0 443.67 \ ° E 446 ♦ � 4 oT EXISTING 100' STREAM BUFFER (TYP.) �� i o� �� /� I - ♦445*to P 30 ✓� O/ O o ` V ! � J POOL ELEV=443.67 \ ,- v /o o 011 446.0 42 - 4 BUILDING #4 PROPOSED RETAINING WALLS \V ♦ \ \io 4 FFE-443.67 O �i ' ,4�.5 4 50 / �zo ti �� _ (MAX. HEIGHT 6> i V v�� A �- LLE=433.67 0 "v z �4 / �\ \ \ \ �s. /,/ Q PROPERTY BOUNDARY (TYP.) %'� ,� �� �- /f ���� PROPOSED ADS ROOF/ _ -� 0.5 EP- O �-' - % -YARD DRAIN SYSTEM \ / / O o / L / \ \Lu MATCHLINE SEA SHEEN 8 \ 441.0o O/ F'1 m 56 jy / �� 446.6-7 / 440 18 �, / o \ `� / 7 z 4430 00 u a PROPOSED ADS ROOF DRAIN SYSTEM i / Cb w 446.67 - i ST ::.: ' '` Z\ �� � ' �, � / \ � \\ - _ FLOW DIRECTION A \ 412,33 EP�,� ARROW (TYP.) / v7 412.83 I O , 44 PROPOSED 20' PRIVATE O 4 \ \ r �1� / STORM EWER EASEMENT 3 S M S / 1 � 43 .0 PROPOSED RETAINING A � � WALLS / r ( _ �) //PROPOSED RETAINING WALLS Z \ 26 MAX. HEIGHT - 6 / 51 ��1 � (MAX. HEIGHT 6)409.8,5 Er O 10 446.0 446. 16 / 410.33 \ 433.0 / z ♦ A �o �� i / 000 ��q ♦ ♦ 442i � 436.�3 TC " \ 3 ti ' �' ; w 4 \ /° 25 43 ' 6 \/ 4 0.6 9 F �. T 3 6 28Lu N / r 4 6 9 w4 ♦ 446.0 ♦ \ 27 \ _ \- - PROPOSED RETAINING WALLS n \ ' m w a ♦ I� -� v -- - °� �, F o A o ti O �410. \o T 4 2 e �1'sr3 8 ♦ ; 440.5o EP �� \ ' - - (MAX. HEIGHT = 7') C ,o 10.75 EP 44�2 441 00 TC . TC 74 440' \ / q, A y a PROPOSED ADS ROOF r p 4 10.67 \ 410.83 EP \ / 14 ��J- v41 ,33 TC"/ Tlti z V - �tia DRAIN SYSTEM � 434�W PROPOSED ADS ROOF % 8 \, _ � � e �28 �a 13 � -- - - m DRAIN SYSTEM / \ - - �� 4z� 40o i 12 � Lu N / �r,. _ ,i � � I \ V� _.BUILDING #5 � �4'�os� y 7 y � _ o�� �a M / 401.33 FFE=411.67 �` y N 8� -co 49 � � � �\ �>�'�LLE=401.67 oC PROPOSED ADS ROOF/ ,' � � � 6 � �* `�� � � \ YARD DRAIN SYSTEM `�- -\ \\ - - 414dM' i B g i 9 400.67 3 46 / rn ��''9°3 CV c�, �� 9j� "� 00 41z PROPOSED RETAINING WALLS 384 O 2 / (MAX. HEIGHT 6') / I47 8.75 EP 9 - 5 / �9 5 41 - N A Z 48B � � `,' �'�BcP -�;_ � � � ,, �000� 4iouj / o EXISTING MANAGED �' A vOHO \ \ \ \ 401;33 4 ' i � i" \ A � �� ,� STEEP SLOPES (TYP.) O PROPOSED 20' PRIVATE 44 390 T Epp �i A / LlJ , ' \ V o 3 B 3 /� 00 f i3 ": J Q STORM SEWER EASEMENT �,, e �� �L \ X PROPOSED RETAINING WALLS .38 400.67� 400 � (MAX. HEIGHT = 5) � � �ui 0 77 / ��yi \ \ 390.67 TC,- ' w L7 75 \ �v \ \ SEE MARTHA JEFFERSON HOSPITAL APARTMENTS �- 78 �/ `���'88 43 PROPOSED UNDERGROUND 3g4 \ VSMP PLAN (WPO-2018-27) FOR POND DESIGN INFORMATION Q PROPOSED VDOT STD. EW-1 \� 1 i WITH RIPRAP OUTFALL W _ " Apt \ �\ SWM DETENTION FACILITY - _ _ 0 2 \ PROPOSED LEVEL II J� ' A�� \PTO \ \ 42 �° , WET POND SWM FACILITY Q 4.3�1 ��S%� \ 386 rn 386 2 EP / PROPOSED 20 PRIVATE U \ \ \ p \ 86.50 TC i STORM SEWER EASEMENT - i 1A °° 306 85.0 41 / a 8 384 PROPOSED VDOT STD. EW-2 0 384.33 00 � � � � WITH RIPRAP OUTFACE 3� O `° �� � � �� \ 38� �, � \ 384 71 � � 88 � , �� 380 38 � z / 382.00 EP I--1 o m 83.67 EP 384 3 2 50 TC - ��� (TYP.) PROPERTY BOUNDARY TYP. PROPOSED ADS ROOF/ ♦ ��� 84.17 TC 80 YARD DRAIN SYSTEM \ 81 B 82A Ln < r o I PROPOSED RETAINING WALL 4.3 00 V = y\ m - W 0 �\ r ^ (MAX. HEIGHT = 6') 85. � � ` \, / \ \ _ _ - 87 � \ w V J 74.33 BUILDING #6 82 �\ \ _ ��o \ ry _ i 73 -- \ \ FFE 385 00 ��� � � LLE=375.00 384.�3 � �� A �R/� v \ GR IC C ALE � w 37 O ' � 3 KPH LL � i 382.0 � � � O i 00 O\ 0 EP A %',q 30 o s 3o So zo w u- 00 7 .33 74 - y / cF 2.5Q TC O - SS � W , 72 l I N l �, ��, Q \ / �o Q V \ 375.0 \ v \ PROPOSED VDOT STD. EW-1 s 0 WITH RIPRAP OUTFALL N 6_ Q -PROPOSED ADS ROOF/, \ 37 _ YARD DRAIN SYSTEM - - 384.33 ---- \ , \ \ - --_ PROPOSED ADS�ROOF � I �� \\ u w H \\ PROPOSED SWM DRY DRAIN SYSTEM / \ p w DETENTION FACILITY FLOW DIRECTION / i \ \ \ \ �/ \ a Lr) ARROW (TYP.) �. / � � \\ JOB NO. - 172131 SEE MARTHA JEFFERSON HOSPITAL APARTMENTS ? a SCALE VSMP PLAN WPO-2018-27 FOR POND DESIGN INFORMATION _- _ _ - V `r"��.� 1 11-30' OOSHEET NO. I \�/ 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__o 0 0 0 GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST 6" VDOT No. 21 A AGGREGATE RESULTS FOR APPROVAL. STONE -COMPACTED J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE /\\/\\/\\/\\/\\/\\/\\/ PROVIDE GEOTEXTIL-E FABRIC IN AREAS 4. BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME \\ \\ \\ \\ \\ \\ \\ REQUIRING STABIHZATION AS \/\/\/\/\/�/\ \ DETERMINED BY THE GEOTECHNICAL OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR // // // // // // // // DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF \\\ \\\ \\\ \\\ \\\ \\\ \\\ \ ENGINEER. PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. ///////// COMPACTED SUBGRADE (95%) 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. 21 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 S(-:ALE 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"-4" BM-25 TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. INTERMEDIATE COURSE 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND 5.5" 21-ABASE REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. COURSE 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 TRAVELWAYS 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 3" BM-25 NOTED ON PLANS. INTERMEDIATE COURSE 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO 5 21 A A POINT DEEMED AS NATURAL WATER COURSE. BASECOURSE COMPACTED PA I/EMENT' 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, H, 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 T 5'� 21-A CO ALBL'�IARLL' UNTY BASE COURSE GL'NL'RAL CONSTRUCTION 1V0TL'S COMPACTED 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 T/ON (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 1" SM-9.5 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. OVERLAY 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE EXISTING ACHIEVED. PAVEMENT 6 PA VED, MA Y BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED OR BSTAB/LI/ZE � NECESSARINE /N ORDER TOAADRA�N� EICHANNEL. coSUBE MPB�ED 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 W. 9. ALL EXCA VA T/ON FOR UNDERGROUND PIPE /NSTALLA T/ON MUST COMPL Y WITH OSHA STANDARDS FOR THE CONSTRUCT/ON INDUSTRY (29 CFR PART 1926). ASPHALT PAVING - MILL/OVER LAY 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 '?�L.-;".��a.-,. / /�/s/./",•�:`�,:a:' Do��\�/\`��\�/j\'�\���/��/� III. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT 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. 3.1 1WN&I11 e7 00]0101 1/4":1' C'/L POINT OF FINISHED / GRADE 1/4"A' S WIDE CONCRETE SIDEWALK z% PLANTING STRIP 4" VDOT 21A STONE BASE EXIST. GROUND IVAR. WIDTH 5' (TRAVEL LANE) (TRAVEL LANE) (ON -STREET 29' F/C-F/C PARKING) TYPICAL TRA VELKAY SL'CTIOtV T)UVFLX,4Y A (PRIVATE T) AVELA�AY) OS-SS.4R RESIDENTIAL & AfIXED USE SUBDIVISION STREET DESIGN SPEED.• 25 AfPlf' ON -STREET BUAfjv--OUT PARAZiVY ONLY NOTE RIGI-IT-Or-WAY WILL WIDCN IN LOCATIONS OF THE BUMP -OUT PARKING SPACES 5' WIDE CONCRETE SIDEWALK 3: 7 EXIST. GROUND g;1 PLANTING 4" VDOT 21A STRIP STONE BASE EXIST. GROUND 12' F' s' CIL POINT OF FINISHED GRADE 1 /4"A' 12' 1 EXIST. GROUND EXIST. GROUND \ 2% PLANTING STRIP (TRAVEL LANE) (TRAVEL LANE) 24' F/C-F/C 47' PRIVATE TRAVELWAY TYPICAL TRAVPLIYAY SECTIOAr APPLETON STREET (PRIVATE TRAVELJYAY) OS--SSAR RESIDENTIAL e� AfIXEI USE SUBDIVISION STREET DESION SPEED 25 afPH 5' WIDE CONCRETE SIDEWALK 4" VDOT 21A STONE BASE 5' STD. CG-12 HANDICAP SIGN RAMP HANDICAP SIGN LOCATION (VAN) LOCATION mi-m-0mim ".&, FACE OF CURB BUMPER BLOCK PAIN PER VDOT ° PAINTED SPEC. TRIPE 1PlCAL) ACCESSIBLE SPACES HANDICAP SPACE DETAIL NOTE NO SCALE HC PARKING SPACES & ACCESSIBLE ROUTES SHALL BE COMPLIANT wl ALL CURRENT ADA STANDARDS & LOCAL/STATE REQUIREMENTS 10.6' 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 1-1/2" 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 TOP OF -4- �2» R CURB - 8 a 13" d as . ... ' . .. a .Qd a a d a a de a 7" HANDICAPPED PARKING SIGNS NO SCALE 1 -I- 6' 2 DOT #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 BASE COURSE, VDOT #21A 2" A SURFFACEACE COURSE COMPACTED 5' _ SUBGRADE CLASS A - TYPE 1 LOW -MAINTENANCE PEDESTRIAN PA THWA Y DETAIL NO SCALE EXIST. GROUND EXIST. GROUND (VARIABLE WIDTH) 4 " CONC. � 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE -12"- RESERVED PARKING VAN ACCESSIBLE �z O In :�!a O LLB o� m CD 0 � o ocn IW O 1 REFLECTIVE ALUMINUM LEGEND AND BORDER GREEN WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND WHITE TYPICAL AT ALL HANDICAP SPACES THIS SIGN TYPICAL- AT ALL "VAN ACCESSIBLE" PARKING SPACES PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW GALVANIZED "U" CHANNEL POST VDOT A3 GENERAL CONCRETE /--- TOPSOIL AND SEED 4" MIN. 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 2INCHES OF THE LOWER BLOCK FACE 10" MINIMUM- I� TOP OF CONCRETE AnchorTM Diamond° MIN. X INFORCEMENT CONNECTION WALL rr 42 WX (NOT TO SCALE) hand T^'ANCHOR WALL SYSTEMS. INC. SITE RAIL GRADE I p Q SITE WALL d XALL RAIL F,4STEjVI.N6! DETAIL NOT TO SCALE TREES SHALL BE PLANTED A MINIMUM OF O1� 4 x H DISTANCE FROM BACK OF BLOCK. SHRUBS MAYBE PLANTED ADJACENT TO'a' ALL, BUT SHALL UTiLIZE WATERPROOF BARRIER BENEATH PLANTINGS WITHIN 0.4-XH DISTANCE FROM WALL LO'VI.'-PEPME.6,113ILITv S0111L 4' MIN. BACK OF WALL TO FACE OF WALL FALTER FABRIC 031 UPPER WALL �.` STRUCTURAL 7- - , I EBACKF ILL 1 t 11 III-_ LOWER WALL k a • `A * , I I=1 + I ICI-rr TYPICAL FINISHED J I - GRADE ' gllll7:l 4 1-I I d" DIA. DRAIN TILE 6" 61, LL �7a_Orr .3 TO .4 OF H (TYPICAL) WALL PLANTING DETAIL VFINISHED REINFORCEMENT LENGTH GRADE GEOSYNTHETIC REINFORCEMENT _ 4" DRAIN TILE (ELEVATION VARIES) 6" MINIMUM COMPACTED GRANULAR LEVELING PAD I �, Wos =WIDTH OF OVERSIZING Q I De =DEPTH OF EXCAVATION L =LENGTH OF GEOSYNTHETIC REINFORCEMENT Wos = (2 * De) + L + 6" Wos i�AnchorTM Diamond° l: I EXCAVATION OVERSIZING WX(SCALE: 3/8"-1'-0") <m,d '"ANC„ON lV.4LI SY1 fLM5. INC. AnchorTM Diamond® TYPICAL BASE PREPARATION WX )(NOT TO SCALE) ml > NC OH W LSYS 6MS. NC. DIAMOND PRO (TAN) SEGMENTED WALL DETAIL NO SCALE ��,`TH 0� _ SCOTT R. COLLINS'�, No. 35791 "Ll � SIIONAL EfOL Z z Oa �2 r_ L CO Lu CO C) u) �..� o Q U H > z Luw w rn w Luz Q rn J z � M M ED N M d' 04 d: N WN z Q Lu w ZUJ ) J J_ Lu w L9 0 J Q VJ z < a:W wr�/^'� 0 Vl z w Q ulU) z w O U) Lu LL w LL Lu � rl Q Q CD O u < Lu I..L rn w Lu p[ _ JOB NO. 172131 SCALE AS SHOWN SHEET NO. 10 NOTES: 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER THE -1 �0 \ STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF O 2! S THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS OR THE ROAD AND BRIDGE SPECIFICATIONS \ \\ \\ (TYP) O F OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 2. s ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE \ O \\ \ \ A PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. \ s IG \ O (TYP) \\ s \ cc (TYP) \ S NS � c /O (TYP) a S T IT � /: ��S F• EC ION W P q REST INTE 1165, 30 TO NEA QB Y DISTAEFFERSON DRNE J -V � ? � _ � oa �� (TYP)MART y ( �\ -V IG � (TYP) X / \ � � � TYP I � V�v _ � � �� / \ y LT I (TY O (TYP)cc I / A O CC X \� III 0 ° (TYP) CV (TYP) o MG \ TYFf ° o o° o°0 a (TYP) (TYP) X ) / PROPOSED SEEDED MEADOW 1 y O 0 TO MATCH HOSPITAL MEADOW 1 1441 -V III I 14Z O / � A �� o°° ®®00 0 y ® 8 v Y r Y (TYP) a'o 00 °° �_ T�i / 0 0 00000 CD ° y _ , O "may ° � I o I �I \ y oo°® 00 o� 00°@ 0$$0 0 0 ®� 0 0, o0 00 \ I I / � � � /� o o° 0 8 0 (TYP) m / 0 0 0 00 0° y y 8 \ o Y ° — e o � ° TYP) %, : r�Lyy♦gin- -'°°° ' PROPOSED PRIMATIVE CDYy O vv—TRAILWAY (TYP) _ y / — — Ly y I / / m o0 IVL \ PL (TYP) BUILDING #1 (TYP)— AR 3/4 STORYBLDG (TYP) (TYP) I 42 UNITS IG TYP 11 / ---- GB O / (TYP) ♦ \ // I v� \ O 00 ®� / °�401 I 4%* l O ° N e x \ \ \ (TYP) S � / BUILDING #2 / v y \ / (TyP) i \ \ \ \ oo k P 3/4 STORY BLDG �\ 46�UNITS o 0 AR �. O \ �� \ l O PL ��.�Q'o (TYP) s "(TYP) 'QS— i - \ (TYP) N / L IV- � �Uzi- � A - — _� � \a � � t ° X IVL \ (TYP) / y � � y 7FP!'L x °� LSR �� I l ° o�� 8 MG -V (TYP)I e � � o" ° P (T( YP / / � — DEDICATED ° / (TYP)\ \_ S OPEN SPACE 10.33 ACRES , - / ` / c / LSR (TYP) — s I Its' �s < -�� i �/ QS ' O / ° / �s �/ I �� / / j / / (TYP) LT � % — _ (fYP) I , V / (TYP) \ �� / ' % ` ° 0 o 0 0 ®0 8 0° 0, O O �® — AR 0 �� �� �' / (TYP) / s IV (TYP) / S CLUBHOUSE GB f I / rig/ I ' O \ \ � \ A, / (TYP) 'Ole ° � e (TYP) LSR (TYP) O O O O O O O O GRAPHIC SCALE 0 10 30 60 120 ( IN FEET ) 1 inch = 30 ft. DEDICATED OPEN SPACE 10.33 ACRES MG (TYP) JV (TYP) ° Oi AR BUILDING #4 — P (TYP) y / / / ' �i ° e ° ° 1 o (TYP) 1! `.. i!� % XO ,i \ l I / iv \ O 3/4 STORY BLDG (TYP) / ° / �//A j 42 UNITS o CD° a 6 e � ° / i / � ♦ � � ; � (TYP) BUILDING#3 .° 4 STORY BLDG / / / o ° ,POOL' I 4 NIT G IV O " 8 UNITS IVL O / (TYP) ° / / /j / / P) � � ° 9 // % (TYP) / �/ 0 0 ® '6 / I MATCHLINE ° ° ,/ : / / � O IV L o 0 ° 0000" ��/'l ° (TYP) / / / i / / ° ° L:L NOTE: VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. �TH 0�4, � O�� �O SCOTT R. COLLINS'i U No. 35791 "Ll ZONAL E� L9z Q z�� M cyi CO N d' Q M w C) i r ^ v , N N z W Q w Z w �— J J W � J LD � Q � O J L7 � z ZQa _ I--Q w U d. U cn V / Q w O z ~ = Q U J z w O Z Nw V 1 Lu LL w Lu r1 J Q Q O N ry Q F Lu rn w w U) JOB NO. 172131 SCALE 1 "=30' SHEET NO. 11 PT (TYP) AR TYP) / zH IV (TYP) 0 O O SCOTT R. NOTE: VISIBILITY OF ALL MECHANICAL I � / l� CLUBHOUSE S _ O COLLINSGB , EQUIPMENT FROM THE ENTRANCE I 2 �s ( T) YP u No 35791 CORRIDOR SHALL BE ELIMINATED. �'� / / ©IG \ O (TYP) AR GB [ a // BUILDING #4 (TYP) , / �� ®a �, ° TYP�� // O T� iv ( ) �/ �= 3/4 STORY BLDG // a O� (TYP) ♦ / a , a o / � � � ° ° ° ° o ♦ �',�� � �� O% / 42 UNITS / �a a _ / x �` ° ♦ �/ O/ BUILDING #3 ♦ ;i �� o/ x e a a �� YD 4 STORY BLDG (TYP) e ,. P s . ° RY i' ° ° ° e° a POOL ♦ ;/ / / — Iv O / I ° 48 UNITS IVL J. (TYP) ° i 'V (NP) a a o (TYP) / z p 'o MATCHLINE �_ / o a , N, a Q SEE SHEET 11 ®O � � a L - / / X / ° ° �■■� U � a IV (TYP) / � �� � ,��/ (J ° ' 0 0Tb 0 w LT / l / / % O / ' ®! CO w L r DOG v / 0 8 z (TYP) / � / — / / I /' /®° �■■� 0 PARK L z W o ��'( = W MP,� �' O / / LSR IG AR /� •�� �� �y �� 1 I / (TYP) _ /� \ / % a (TYP); (TYP) y 5 IJK I / �� / I I — (TYP) O , � I y _ _ ail O s%' lI /lI �� ♦ QS IV ♦ / (TYP) (TYP) _ w ° /i V / ♦ ♦ ♦ �,� / in ° PROPOSED 71 PRIMATIVE TRAIL , - � IVL ,`� (TYP) _ — JV i r' (TYP) _ LT (TYP) Lu < lool r j BUILDING #5 0 y�� -- N, — — _ __ AR M M GB 3/4 STORY BLDG — — — — _ _ _ — , nr (TYP) co �� TYP — _ ��\ o PROPOSED h OS "—(TYP) — � r/ �� i � ° � � 42 UNITS GRAVEL ACCESS (TYP) / — _ ROAD WITH GATE _ ACCESS TO RIVANNA TRAIL v V— v ���- GB ri Doe �' 1 (TYP) O� ° j �i - j (TYP) O ll 000o ° i. / o PL ° 0 ® b V i / /� 0 00 @®° o ° (TYP) r N z MG �, / PROPOSED o G / /W Q L u (TYP) STORMWATER MANAGEMENT �00000 LLI FACILITY o t 0 00 °o i Ivy a 1)° I''„'� o W J A _ o cQ 0 0 01� Lu � o r IJK IV TYP) z < I ° 0 0 0 v Q ' O o U d. U ° i r PT (TYP) � �° ° a, �. � / i i � O — �� �� I I I // � �z (TYP) v) O Lu O 0 0 00 00 O � G k i BUILDING #6 a /l l / /_/ \ r ^ IVIL GB Z W V 1 (T ) (TYP) 3/4 STORY BLDG ` i / (TYP) \ — —� - NOTES: 34 UNITS � � � y� � IJK IJK i � � _ i � �- � � � x _ (TYP) 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION OF (TYP) \ NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER THE u— PTSTANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S TYP J w O \ \ (TYP) l< ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF LT THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS � LU ono (TYP ) \ \ �/ \ OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. r1 0 00o 02. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED / ° Do 00 0 8 O /o 0 00 0° \ (TYP) �k / \ AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE ° 8 ® O ° ° PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. ® IG (TYP) / / O A % / I DEDICATED \ v i CV I— \ LSR OPEN SPACE �� \ \ ry (TYP) 10.33 ACRES \ Q _ F- LIMIT OF PROPERTY / \ U / \ \ �� ui ui GRAPHIC SCALE 0 Lu 30 0 15 30 60 120 JOB NO. / 172131 ( IN FEET ) SCALE 1. inch = 30 ft. 1 11=30► SHEET NO. / 12 REFER TO TREE STAKING DETAIL TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED TREE GUYING DETAIL CONSISTS OF 2 GUYS,SET 120* AROUND PLANT PIT ON "UPHILL" SIDE REFER TO TREE STAKING DETAIL COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE OF TREE 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/SPE 11FICATIONS AS THEY RELATE TO THIS INSTALLATION. SPECIMEN SHRUB (AS SPECIFIED ON DRAWINGS) 4" MIN. TRENCH EDGE AROUND \\\ 2r ENTIRE AREA TO BE Ii�l=lIII1= REFER TO ROOTBALL PIT\�\ `` MULCHED IIIII=II{I :; DETAIL REFER TO ROOTBALL PIT =IIIII FOOTBALL DETAIL =IIIII-I \�\ ROOTBALL //� / IHI1=II{Il{I1=IIIII IIIII=II{Il-IIIII-IIIII=I{Ill -IIIII= "TIIYi! 11= 1= llllll= IIIII=IIIII=IIIII=1! 11= 1114' /�\%�.'�".•.•..•... .•. /\� �\�\�� ,.�\ II(I II(II�IT=IIIII=H111=IIIII- T+n- OTES: SET TREE PLUMB PRIOR TO STAKING. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AN SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. TREE PLANTING LD SECTION N.T.S. Planting Notes 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 TREE PLANTING ON SLOPE 12 / SECTION 1. DO NOT 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. 3. ALL AREAS WITHIN THE PROJECT LIMITS OR DISTURBED BY CONSTRUCTION OPERATIONS AND NOT OTHERWISE SPECIFIED SHALL BE SEEDED PER SPECIFICATIONS. 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 EA AND TREE ARBORIST IF ANY OCCUR, 3. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/OR TREE ARBORIST 48-HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN 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: i. INTERIOR TREE PER 10 SPACES = 41 TOTAL PROPOSED INTERIOR TREES = 44 TOTAL PAVED PARKING/CIRCULATION AREA=174,26o sq ft REQUIRED: 5% OF TOTAL TO BE PLANTED = 8,713 sq ft TOTAL PLANTED AREA PROPOSED=17,1.85 sq ft TREE CANOPY CALCULATIONS: CONSTRUCTION AREA =16.65 AC DWELLING UNITS = 25o APT UNITS DENSITY =1.5 UNITS/ACRE TOTAL SITE AREA 26.98 AC GREENWAY DEDICATION -10.33 acres OPEN SPACE -9.98 acres AREA 6.67 acres TREE CANOPY: 15% 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 6-7HT CV 8 CHIONANTHUS VIRGINICUS FRINGE TREE 6-7HT GB 47 GINKGO BILOBA'PRINCETON SENTRY' 'PRINCETON SENTRYGINKGO 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 241 ITEA VIRGINICA'HENRY'S GARNET' 'HENRY'S GARNET' SWEETSPIRE 24" HT IVL 648 ITEA VIRGINICA TITTLE HENRY' LITTLE HENRY SWEETSPIRE 4-5' HT 1V 64 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' TRAIRIFIRU CRABAPPLE 6-7HT NS 10 NYSSA SYLVATICA BLACK GUM 3.5" CAL PT 17 PIN US TAEDA LOBLOLLY PINE 4-5' HT PL 113 PRUNUS LAUROCERASUS'SCHIPKAENSIS' 'SKIP LAUREL 24" HT QB 8 QUERCUS BICOLOR SWAMP WHITE OAK 3.5" CAL QN 6 QUERCUS NUTALLII NUT-FALLOAK2.5" CAL QS 36 QUERCUS SHUMARDII i SHUMARD OAK 2.5" CAL LD-005 N.T.S. REFER TO FOOTBALL PIT DETAIL SHRUB PLANTING SECTION Evergreen Tree Planting Detail Not To Scale Tree Planting and Staking Detail Not To Scale TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED 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-007 BACKFIL TO TERMINATE AT TOP OU SIDE LIMITS OF ROOTBALL ADD MULCH OVERTOP OF ROOTBALL AND PLANTING PIT LIMITS, BEGINNING AT NO MORE THAN 1" DEPTHI AT TRUNK AND TAPERING UP TO A DEPTH OF 3" AT PLANTING PIT LIMITS, THEN TAPER TO PROPOSED FINISHED GRADE 1, TYP CUT AWAY ALL WIRE BASKETS AND/OR NONV�BIODEGRADABLE ROOTBALL RAPPING AFTER FINAL TREE PLACEMENT. BURLAP ROOTBALL WRAPPING TO BE UNTIED FROM TRUNK AND CUT AWAY TO A POINT AT LEAST 1/2 DISTANCE DOWN ROOTBALL. SCARIFY BASE OF PLANT PIT WHEN EXCAVATING PIT: BREAK THROUGH AND LOOSEN ALL HARDP N (REMOVE AS NECESSARY TO FACILITATE DRAINAGE) REFER TO TREE STAKING DETAIL 11 VAR( S ROOTBALL \\ j BACKFILL WITH CULTIVATED, ORIGINAL SOIL FROM PLANT PIT EXCAVATION IF LOOSE. IF EXCAVATED MATERIAL IS NOT LOOSE, SUBSTITUTE WITH ACCEPTABLE TOPSOIL MATERIAL. AMEND BACKFILL PER SPECIFICATIONS. COMPACT BACKFILL IN LIFTS BY FOOT. WATER THROUGHLY AT 1/2 DEPTH. RETURN AND COMPACT LOOSE EXCAVATED MATERIAL TO PLANT PIT TO ESTABLISHED PROPER DEPTH PRIOR TO PLANT PLACEMENT NOTES: 1. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SOIL CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTING CRITERIA OR WHERE CONDITIONS RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. 2. CONTRACTDR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING, PLANTING PROCESS. ROOTBALL PIT LDLD=001 N.T.S. I IQ2 SECTION N.T.S. : - TH 07 % fsCOTT R. COLLINS�_7 LJ No. 35791 �`�sIONAL E�OZ Z z O ® a Q U L m w � z O Q > w z W LU ce County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) Q o 1. The followine items shall be shown on the plan: -' ZI Trees to be saved; Il Limits of clearing (outside dripline of trees to be saved); ® Location and type of protective fencing; ® Grade changes requiring tree wells or walls; Ir7 Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: Ir All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ® No grading shall begin until the tree marking has been inspected and approved by a County Inspector. (y) MM M W 3. Pre -Construction Conference: ZI Tree preservation and protection measures shall be reviewed with the contractor on site. N 4. Equipment Operation and Storage: 91 Ieavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. ® ( n v 5. Soil Erosion and Stormwater Detention Devices: ® Such devices trees to be W , shall not adverselyaffect saved. 6. Fires: N ZI Fires are not permitted within 100 feet of the dripline of trees to be saved. W Q Uj 7. Toxic Materials: / ® Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. z L S. Protective Fencing: _l J J Z1 Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. > 1j Z1 Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. U) 9. Tree Wells: LU w < w ® 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 for Q submitted approval. O 10. Tree Walls: 0� < V ® 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 for submitted approval. 11. Trenching and Tunneling: CU CL Z1 When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling W i (/'� r< under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. V / V LU 12. Cleanup: f M Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: Lfl U) Q ® Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS T E DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION LLI 0 REQUIREMENTS. w U) ce 10/21/19 U) Uj OWNER SIG ATURE (DATE) ILL J~ ILL Uj 0� L U CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 1 r1 of L.I_ Q CD 0 O N�/ 0L C< G I- w r I- w O cl� w _ a V) JOB NO. 172131 SCALE N/A SHEET NO. 13