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HomeMy WebLinkAboutSDP201800091 Plan - Approved Minor Amendment 2019-10-18LEGEND W WATER LINE (EX. / PROP.) WVO WMO WATER VALVE / METER FHA-(.- FIRE HYDRANT YH-{}- YARD HYDRANT BOAS BLOW -OFF ASSEMBLY SS SANITARY SEWER LINE (EX. / PROP.) COO CLEANOUT MH•• MANHOLE SD® STORM LINE (EX. / PROP.) DI 17-'0_1 STORM INLET YD® YARD DRAIN DS o DOWNSPOUT G GAS LINE (EX. / PROP.) GV® GMO GAS VALVE / METER OHE OVERHEAD ELECTRIC (EX. / PROP.) UGE UNDERGROUND ELECTRIC (EX. / PROP.) PP:O' POWER POLE LP* LIGHT POLE GUYe GUY WIRE EM— ELECTRIC METER M TRANSFORMER OHT OVERHEAD COMMUNICATIONS (EX. / PROP.) UGT UNDERGROUND COMMUNICATIONS (EX / PROP.) PED❑ UTILITY PEDESTAL SWM / DWM o/6a SINGLE / DOUBLE WATER METER GV N GATE VALVE BOA o BLOW OFF ASSEMBLY — - - - - — BOUNDARY / RIGHT-OF-WAY LINE I.F. IRON PIN FOUND I.S. IRON PIN SET - - - - - - - - - SETBACK LINE ----------- EASEMENT LIMITS — - - — CENTERLINE 670 CONTOUR LINE (EX. / PROP.) �-2.50°/n- DEGREE / DIRECTION OF SLOPE 479.70 + SPOT ELEVATION HP HIGH POINT LP LOW POINT - - • - DITCH / SWALE =" = WATER COURSE BM+ BENCHMARK CG-2 VDOT STD. HEADER CURB CG-6 VDOT STD. CURB & GUTTER CG-12 VDOT STD. HANDICAP RAMP HC HANDICAP PARKING SYMBOL DIP DUCTILE IRON PIPE RCP REINFORCED CONCRETE PIPE CMP CORRUGATED METAL PIPE PVC POLYVINYLCHLORIDE PIPE HDPE HIGH -DENSITY POLYETHYLINE PIPE VC VITRIFIED CLAY PIPE FFE FINISHED FLOOR ELEVATION TBR TO BE REMOVED TBT TO BE TRANSPLANTED TBS TO BE SAVED VICINITY MAP I Scale: NTS r� a ra h� Seaw w1r, Srat! Valuntaer glee c .,1 Image provided by GOOGLE Maps RIO DISTRICT, ALBEMARLE COUNTY, VIRGINIA EUM rC66 40 Ntirthssde Library �nferprse Bent ;4--Car PREPARED BY: ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 telel 434.531.5544 el alan@alanfranklinpe.com Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg,VA 24503 telel 434.531.7507 el steve@edwardsdesignstudio.com www.edwardsdesignstudio.com 17 DECEMBER 2018 PREVIOUS COUNTY PROJECT #: SDP200800101, SDP2017000051 SDP201700060 ALSO REFERENCE WP0201700023 CURRENT COUNTY PROJECT #: SDP201800091 Wfatos Ct�cet �harlottettville �' in �tnn imf3nc� and Crafts Submittal Type Reviewed and Approved by the Community Develop n�(�e artment Date (�� File# SDP a© a ignatur, SHEET INDEX (REVISION HISTORY )l SHEET 2 NOTES AND PROJECT DATA SHEET 3 EXISTING CONDITIONS AND DEMOLITION PLANS SHEET 4 LAYOUT PLAN SHEET 4A PHASING PLAN SHEET 5 GRADING PLAN SHEET 6 TREE CONSERVATION PLAN SHEET 7 TREE CONSERVATION PLAN SHEET 8 ROAD PROFILES AND TYPICAL SECTIONS SHEET 9 INLET DRAINAGE AREA MAP SHEET 10 DRAINAGE COMPUTATIONS SHEET 11 STORM DRAIN PROFILES SHEET 11A STORM DRAIN DETAILS SHEET 12 UTILITY PLAN SHEET 13 WATERLINE PROFILES SHEET 14 WATERLINE DETAILS SHEET 15 SANTITARY SEWER PROFILES SHEET 16 SANITARY SEWER DETAILS SHEET 17 LANDSCAPE PLAN SHEET 17A SUPPLEMENTAL LANDSCAPE PLAN SHEET 18 LANDSCAPE DETAILS SHEET 19 PHOTOMETRIC PLAN SHEET 20 LIGHTING DETAILS SHEET 20A LIGHTING DETAILS SHEET 20B LIGHTING DETAILS SHEET 21 SITE DETAILS SHEET 22 SITE DETAILS SHEET 23 SITE DETAILS SHEET 24 SITE DETAILS NOTE: WPO/VSMP AND VET MEMORIAL PLANS ARE PACKAGED SEPARATELY REV DATE DESCRIPTION SHEETS REVISED -- 2/8/17 BOS ACTION- APPROVED NONE -- 6/19/17 MSPA- APPROVED NONE -- 6/13/18 MINOR SPA- APPROVED NONE -- 12/17/18 APARTMENT MINOR SPA SUBMITTAL SEE INDEX 1 A 04/12/19 COUNTY COMMENTS (ON 2/12/19) 2.0 06/03/19 COUNTY (ACSA, ENG)/OWNER COMMENTS 3.0 06/07/19 COUNTY (PLANNING) COMMENTS 4.0 08/08/19 COUNTY COMMENTS (ON 7/12/19) 5A 09/13/19 COUNTY COMMENTS (ON 9/4/19) APPROVA OF POT�cjG a l ven W dwards r Cert. No. 093t U 10-11-19 �O� P E A R Ceti o� I TH OF .I � c l r� �Q 1 � , an . ranklin Lc. No. 35326 0� 10-11-19 s G s IONAL PLANNING/ZONING ENGINEER BUILDING OFFICIAL ARCHITECTURAL REVIEW BOARD n GENERAL NOTES: PROFFERS: I PERFORMANCE STANDARDS: WATER AND SEWER: 1 . WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE - 1 . ALL SITE WORK AND ALL IMPROVEMENTS SHOWN ON THESE PLANS ARE REQUIRED TO BE PERFORMED AND / OR CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF INSTALLED. UNLESS SPECIFICALLY ITEMIZED AS "NOT INCLUDED IN CONTRACT" IN THE OWNER /CONTRACTOR THE WORK. -PROFFER STATEMMT B. Annu.al Adjustment of Cash Proffers. Beginning January 1 of each year following the .. AGREEMENT, THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND I OR INSTALLING ALL SITE WORK AND approval of this rezoning, the amount of each cash contribution required herein shall be adjusted IMPROVEMENTS SHOWN ON THESE DRAWINGS, INCLUDING ANCILLARY EFFORTS AND WORK NORMALLY ASSOCIATED 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON OAIMIEIGfi AMNDYMM annually until paid, to reflect any increase or decrease for the preceding calendar year in the i WITH SPECIFIED IMPROVEMENTS. THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN i Comparative Cost Multiplier, Regional City Average, Southeut Average, Category C: Masonry 1 2. CALL MISS UTILITY (1-800-552-7001) PRIOR TO ANY LAND DISTURBING ACTIVITY. UTILITIES SHOWN ON THESE PLANS ARE INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. Bearing Walls issued by Marshall. Valuation Service (aWa Marshall & Swifi) (the "Index'� or : REPRESENTATIONS OF DATA MADE AVAILABLE TO THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND Date: Januaiy30,2017 the most applicable Marshall & Swift index det�rmined by the County if publication of the SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. specific index referenced herein in discontinued. In no event shall any cash contribution amount CONFIRMED. EXPLORATORY EXCAVATIONS MAY BE NECESSARY TO CONFIRM THE EXISTENCE OR NON-EXISTENCE OF 2AW: 2016-0001 5 Oa M-eigh Amendment #1 I CERTAIN UNDERGROUND FEATURES. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SEE PROJECT DATA FOR MORE DETAILED Tax Map Par"I 4: 04500-00-00-026AO be adjusted to a m= less tban the amount initially established by these proflers. The annual DESCRIPTION. adjustment shall be made by multiplying the proffered cah contribution amount for the 3. THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES PRIOR TO COMMENCING THE WORK AND &8 acres to be renned from Neighborhood Model Development ("NMD11) preceding year by a fraction, the numerator of which shall be the Index as of December I in the SCHEDULE / ATTEND ALL REQUIRED PRE -CONSTRUCTION MEETINGS. THE CONTRACTOR SHALL CONFIRM THAT ALL 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1 -800-552-7001). to NAID to amend proffen proceeding calendar year, and the denominator of which shall be the Index as of December I in BONDS HAVE BEEN POSTED AND PULL ALL PERMITS. THE CONTRACTOR SHALL MAINTAIN THE PERMITS AND AN the year preceding the calendar year most recently ended (the "Annual Percentage Change"). APPROVED SET OF THESE WORKING DRAWINGS AND PROJECT SPECIFICATIONS ON -SITE AT ALL TIMES. 6. ALL WATE R AN D SEWER PI IDES SH ALL HAVE A M I N I M U M OF 3.5 FE ET OF COVER M EASU R ED FRO M THE TOP OF TH E PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, OaWaigh Alb=arla LLC, JL Viuginia limited liAility COMpffly, is the fOe Simple Own6T (the � 4. THE CONTRACTOR SHALL ENSURE THAT HIS / HER WORK IS PROPERLY COORDINATED WITH THAT OF THE OTHER ETC. 'Vwnvr1) of Tax Map 45, Parml 20A (the "Property'� which ]a the subject of the zoning yo-v 3. Trea XM=3_djM­­.4. TRADES ON -SITE. 7. ALL WATER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. amendment application #ZMA-2016-00015 known as "OaJdcig10 The Applicant for Oal&igh ' V____1 is Oakleigh Albemarle LLC, a Virginia limited liability company. lbe Oaldeigh communfty is A. If the Prcject�� �eveloped as per Scenario A of the Application Plan, as part of 5. UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE PLANS. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE herein referred to as the "Project." the final sitle plan or ;"Frojoct, tho Owner will submit it tree preservation plan (the "Sufmario, A I THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONDITIONS THAT CONFLICT WITH THE PROPER EXTENSION OF THE LINE. Tree Plate') fox Wn 1) trees within the Project, as shown on the Application Plan, which ' i EXECUTION OF THESE PLANS. THE ENGINEER SHALL DETERMINE THE NATURE AND DEGREE OF CHANGES NECESSARY, Punmant to Section 3 3.3 of ffie Albemarle County Zmfing Ordinance, Owner hereby -voluntary specifies tree protection methods and procedures, ' c , ilizing, tree protection fencing, AND THE CONTRACTOR SHALL PROVIDE A COST FOR SAID CHANGES. NO CHANGES ARE TO BE MADE WITHOUT THE 9. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. A MARKUP SET OF PLANS WRITTEN CONSENT OF THE ENGINEER, SHALL BE PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT proffws the conditions listed in this Proffer Statanent, which dwll be applied to the Property if mulchi d site construction activities which s ied with during and after `A�eg'a PLANS. THE DATA RECORDED SHALL BE IN ACCORDANCE WITH THE CITY/COUNTY REQUIREMENTS AS SPECIFIED the remning is approved by Albemarle County. These conditions are proffered as part of the de i f the Pr oJect. Prior to the 6 i I approval, the Owner shall submit a bond or ��i ent I A=70-r 1-r -4 ,� 6. THE SITE WORK IS TO BE LAID -OUT ACCORDING TO THE DIMENSIONS ON THESE PLANS. SCALING OF THE PLANS IS NOT ACCEPTABLE. CONTACT ENGINEER IF THERE ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK. BECAUSE ARCHITECTURAL DESIGN MANY TIMES CONTINUES AFTER SITE PLAN APPROVAL, STRUCTURAL INFORMATION REFLECTED ON THESE DRAWINGS MAY NOT REPRESENT FINAL ARCHITECTURAL DIMENSIONS. PRIOR TO STAKEOUT OF ANY STRUCTURES, SURVEYOR AND / OR CONTRACTOR SHALL OBTAIN FINAL ARCHITECTURAL DRAWINGS AND CONSULT WITH ENGINEER REGARDING EXACT PLACEMENT OF BUILDINGS ON SITE. 7. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND FEATURES REPRESENTED ON THESE PLANS TO THE BEST OF HIS / HER ABILITY. THE CONTRACTOR SHALL ALSO VERIFY, BY STAKEOUT, THE RELATIONSHIP OF ALL MAJOR SITE IMPROVEMENTS TO EXISTING SITE CONDITIONS AND FEATURES AND NOTIFY ENGINEER OF ANY DISCREPANCIES, ERRORS AND OMISSIONS BEFORE PROCEEDING WITH THE WORK. 8. THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR SITE CONDITIONS, THE SAFETY OF HIS / HER WORKERS AND THOSE ASSISTING HIM / HER WITH SUPPLYING OR EXECUTING THE WORK, AND THE SECURITY OF PROPERTY HE / SHE IS STORING ON -SITE. THE CONTRACTOR IS NOT LIABLE FOR THE SAFETY OF THOSE WITHIN THE BUILDINGS OR WORKING ON THE BUILDINGS, NOR IS HE /SHE RESPONSIBLE FOR SECURING THE PROPERTY OF THE BUILDING CONTRACTOR OR THEIR ASSOCIATED TRADES. HOWEVER, CONTRACTOR IS REQUIRED TO MAINTAIN A CLEAN, ORGANIZED AND SAFE SITE, AND IS THE FINAL AUTHORITY AS TO THE LOCATION, PLACEMENT OR STORAGE OF ANY AND ALL MATERIALS, EQUIPMENT, VEHICLES AND TEMPORARY STRUCTURES USED DURING CONSTRUCTION. NEITHER THE OWNER NOR ENGINEER SHALL BE HELD RESPONSIBLE FOR THEFT, DAMAGE OR INJURY ON -SITE DURING CONSTRUCTION UNLESS IT IS DUE TO TO THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 9� THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND DEMARCATE THEM CLEARLY PRIOR TO COMMENCING GRADING OF THE SITE. ALSO, THE CONTRACTOR SHALL INSTALL ALL SEDIMENT AND EROSION CONTROL MEASURES THAT CAN LOGISTICALLY BE PLACED BEFORE GRADING COMMENCES. 10. DURING THE INSTALLATION OF UTILITIES TO SUPPORT THE PROJECT, THE CONTRACTOR SHALL MAINTAIN SERVICE TO NEIGHBORING PROPERTIES. DAMAGE TO LINES OR INTERRUPTIONS OF SERVICE SHALL BE IMMEDIATELY REPORTED TO THE SERVICE PROVIDER AND ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REPAIR AND RESTORATION OF SERVICE. 1 1. ALL EXISTING IMPROVEMENTS ADJACENT TO THE PROPERTY, SUCH AS ROADWAYS, SHALL BE PROTECTED FROM DAMAGE DUE TO THE EXECUTION OF THE WORK, ALL REPAIR MADE NECESSARY BY THE CONTRACTOR OR THOSE ASSISTING HIM / HER IN THE EXECUTION OF THE WORK SHALL BE BORNE BY THE CONTRACTOR. 12. USE OF EXPLOSIVES IS EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE. IF PERMITTED, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ENGINEER PRIOR TO STORING OR USING EXPLOSIVES ON -SITE. ALL OTHERS SHARING THE SITE FOR CONSTRUCTION PURPOSES SHALL ALSO BE NOTIFIED. USE OF EXPLOSIVES SHALL BE CAREFULLY COORDINATED WITH ALL OTHERS SHARING THE SITE AS WELL AS VDOT AND ADJACENT OWNERS, 13. 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 TRANSPORTATION (VDOT). THIS PLAN, AS DRAWN, MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR, THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 14. CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART OF THE REQUIRED PRE -CONSTRUCTION CONFERENCE. QUALITATIVE STANDARDS: 1. ALL UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DISPOSITION DETERMINED BY THE OWNER WHILE THE EARTHWORK ASPECT OF THE SITE WORK IS STILL UNDERWAY. 2. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGEWAY OR DIRECTED TO A STORM SEWERAGE STRUCTURE. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND INASMUCH AS IS POSSIBLE SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. THE CONTRACTOR SHALL NOT BE RELEASED FROM RESPONSIBILITY FOR STABILIZATION OF THE PROPERTY UNTIL THE LOCAL AUTHORITY OR AGENT ISSUES FINAL APPROVAL AND AUTHORIZES DECOMMISIONING OF EROSION CONTROL MEASURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING THE EROSION CONTROL BOND. 4. ALL SLOPES AND DISTURBED AREAS ARE TO FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 21(HOR IZONTAL-VE RTI CAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 31 OR BETTER ARE TO BE ACHIEVED. ALL SLOPES GREATER THAN 31 SHALL BE MATTED WITH VDOT EC-2 SLOPE STABILIZATION MAT. 5. PAVED, RIP -RAP OR STABILIZATION MAT -LINED DITCHES MAY BE REQUIRED WHEN, IN THE OPINION OF THE COUNTY AGENT, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL PAVING AND DRAINAGE -RELATED MATERIALS AND CONSTRUCTION SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ALL MATERIALS TO BE USED IN STABLIZATION SHALL ALSO BE APPROVED BY ENGINEER. 7. FOR SPECIFICS REGARDING ASPHALT AND CONCRETE PAVING REFER TO DETAILS. 8. FOR SPECIFICS REGARDING SPECIALTY PAVING REFER TO DETAILS. 9. ALL CURBING SHALL BE VDOT STANDARD CG-2, UNLESS OTHERWISE NOTED. ALL PARKING SPACES MARKED "HC" ARE TO BE DESIGNATED FOR HANDICAP PARKING VIA THE USE OF SIGNS AND PAINT SYMBOLS. THEY ARE TO BE 8'X 18'AND ADJACENT TO A 5'X 18'PAINT-OUT AISLE. ALL VAN ACCESSIBLE SPACES SHALL BE 1 TX 18'AND ADJACENT TO 5'X 18' PAINT -OUT AISLE. 10. SAFETY RAILING TO BE PROVIDED FOR ALL WALLS HIGHER THAN 4'. 11, LOADING AND DUMPSTER AREAS SHALL BE ACCESSIBLE AT ALL TIMES AND ARE NOT TO BE LOCATED BEHIND ANY PARKING SPACES. 12. PARKING TO BE 9'x 18'x 24'OR 10'x 18'x 20'. PARKING STALLS MAY BE REDUCED TO 16'WHERE A GRASS OVERHANG IS POSSIBLE. 13. PARALLEL PARKING SPACES TO BE 9'x 20'WITH A 20'MINIMUM AISLE WIDTH, 14. LOADING SPACES TO BE 12'x 25'WITH A 24'MINIMUM AISLE WIDTH. 15, ON E-WAY A I SLES SH ALL HAVE A M I N I M U M WI DTH OF 12'. 16. PARKING AREAS ARE NOT TO EXCEED 5% GRADE IN ANY DIRECTION. 17. DUMPSTER PADS TO BE 10'x 10'. AN ADDITIONAL 8'IS REQUIRED IN FRONT FOR WHEEL BEARING, TOTAL DEPTH IS 18'. 18. DUMPSTER PADS TO BE A MINIMUM OF 4" STONE BASE AND 6" CONCRETE OF 4000 PSI AT 28 DAYS, OR STRONGER, REINFORCED WITH A MINIMUM GRID OF #4 BARS AT 12" ON CENTER, OR STRONGER. 19. SIDEWALKS TO BE A MINIMUM WIDTH OF 5', EXCLUDING CURB, WITH A 4" CONCRETE SURFACE (3000 PSI AT 28 DAYS, OR STRONGER), 4" 21 -A STONE BASE, WITH UNDERDRAINS (UD-4, ETC.) PER VDOT STANDARDS. 20. ALL STORM SEWERAGE SHALL BE INSTALLED IN ACCORDANCE WITH VDOT STANDARDS AND SPECIFICATIONS. ALL REINFORCED CONCRETE PIPE SHALL BE CLASS 3 UNLESS OTHERWISE NOTED. ALL HDPE PIPE SHALL BEADS N-12OR RD PB-1 BEDDING. ALL PVC CONDUIT SHALL BE SCHEDULE 40. 21. ALL ROOF DRAINS, UNLESS OTHERWISED NOTED, ARE TO BE DIRECTED TO PROPOSED PAVED SURFACES SO THAT RUN-OFF CAN BE DIRECTED TO STORMWATER QUALITY FEATURES PRIOR TO ENTRY INTO THE PROPOSED STORM SEWERAGE SYSTEM. THE CONTRACTOR IS RESPONSIBLE FOR TYING ALL ROOF LEADERS INTO A MEANS OF TRANSITION INTO THE SITE STORM SEWERAGE PROGRAM. 22. ALL WATERLINE IS TO BE CLASS 52 D.I.P UNLESS OTHERWISE SPECIFIED. ALL WATER SERVICE LATERAL TO BE TYPE'K' COPPER TUBING AS A MINIMUM. 23. ALL SANITARY SEWER LATERALS TO BE OF SCHEDULE 40 PVC AS A MINIMUM. 24. ELECTRIC, TELEPHONE AND OTHER CABLED UTILITIES SHALL BE BROUGHT TO THE SITE VIA A SINGLE TRENCH WHENEVER POSSIBLE. ANY REQUIRED CONCRETE UTILITY PADS SHALL BE CONSTRUCTED BY THE CONTRACTOR, WHO SHALL COORDINATE WITH UTILITY PROVIDERS TO ENSURE PROPER SIZE, NUMBER AND PLACEMENT OF ASSOCIATED CONDUIT. WE fil N 1�� LD 119� (y) M � CD CA � Q 0 � E SITE -SPECIFIC NOTES: I. THIS PROJECT LIES WITHIN THE WATERSHED OF THE BEAVER CREEK AND SOUTH FORK RIVANNA RESERVOIR 2. NONE OF THE SUBJECT PROPERTY LIES WITHIN THE DESIGNATED 1 00-YEAR FLOOD PLAIN (ZONE C). FEMA MAP 510006 0203B. 3. THE EXISTING VEGETATION OF THE SUBJECT SITE IS PREDOMINANTLY MATURE HARDWOOD TREES. 4. 5'(EXCLUSIVE OF CURB) MINIMUM WIDE CONCRETE SIDEWALKS SHALL PROVIDE PEDESTRIAN ACCESS THROUGHOUT THE SITE. 5. TRASH SHALL BE PLACED IN DUMPSTERS AND COLLECTED PRIVATELY. 6. ALL SIGNAGE / SITE IDENTIFICATION DESIRED FOR THE DEVELOPMENT SHALL BE SUBMITTED AND FILED SEPARATELY BY THE OWNER / DEVELOPER. 7. EASEMENTS HAVE BEEN SHOWN AS PART OF THIS SITE PLAN BUT WILL BE RECORDED AT THE TIME OF FINAL SITE PLAN APPROVAL. 8 THIS PROJECT WILL BE DEVELOPED IN SEVERAL PHASES. 9. CONTRACTOR SHALL IDENTIFY AND REMOVE ANY ABANDONED SEPTIC TANK AND DRAIN FIELDS. E--L.J 11.�JN �­F=�.,r\LJO I . rezoning and it is agreed t= the conditions are rmonable. Ims proffer statement shall I bUICILY M We ousand Douffs and Notua s The bond supersede and replace in all respects the proffer statement Wprovedby the Board of Supervisors ($10, .00). . or s mitted to guaranty the replacement of those trees ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES: in connection with ZMA-2007-00004. which are numbered i, I A, 2) 4,1 2 7, 8, 9, 30, 3 1, and 32 on the Application Plan (the 1 � PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY "Scenario A Bonded Trees") in the event that any of the Scenario'A Bonded Trees die wiffiin i EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES _dabla, Houaln 1. Aff2y y, period of five (5) years after issuance of the last Certificate of Occupancy within the Proj ect. The OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. bond or other surety shall be in a form acceptable to the County Attorney. . A. 15% Affordable ReQkement. The Owner shall provide Affordable Dwelling . - 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF .. Units (as defmed herein) equal to fifleen pe rewt (I 50/,) of the total residential dwelling units B. If the Project is to be developed as per Scmario B of the Application Plan, the Owner VDOT UNLESS OTHERWISE NOTED. within the Project that is in cxcm of the number of units that were allowed by right under the ' will submit as part of the Code of Development for 0aldeigh Farm a tree protection plan (the 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION zoning that was in mistence prior to the approval of ZMA 20074)OOA, an equivalent cash in lieu "Scenario B Tree Plarf) for 1hirty-nine (39) trees within the Project as shown on the Application CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. payment, or a combination the m�f (the " 1. 5 WAffordable Housing Requiremenr), as more Plan, which specifies tree protecition methods and procedures, including fertlizing, tree 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. particularly described in paragrapbs, I B and I C below, Prior to the approval of ZMA 2007- protection fencing and mulching which shall be complied with during and after development of OW04) the property was zoned R-6 ResidentiA and thus had by -right development yield of 52 the Project. Prior to the final site plan approval, the Owner shall submit a bond or other form of ' 5. THE MAXIMUM ALLOWABLE SLOPE IS 2-1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES dwelHno units. Therefore, the cmh contribution for compliance with the 15% Affordable surety. in the total amount of Twe�ty-Ninc lbousand Dollars ($29,000). The bond or surety shall OF 31 OR BETTER ARE TO BE ACHIEVED. Housing Requirement shall be& after a cartificate of occupancy for the 52nd dwelling unit beaubmitted to guaranty the -replacement of those trees which are numbered 1, 1 A, 2, 3, 4, 4A, 5, 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY within the Project is issued and prior to the Owner obtaining a cartificate of occupancy for the 6, 7,,8, 9, 10, 14, 16, 17,19, 20, 21, 22, 24, 25, 27A, 30, 31, 32, 35, 38, 38A, and 44D on the ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 53id dweffing uait within the Project. Application Plan (the "S cenario B Bonded Tre&") in the event that any of the Scenario B Bonded Trees die within a period of five (5) years after issuance of the last residential Certificate 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 13. Construction of Affordable Dwelling.Units. Ifthere arc more than 52 dwelling of Occupancy within the Project. The bond or other surety shall be in a form acceptable to the 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS 111. -tmits within the Project such that the 15% Affordable Housing Requirement is applicable, the County Engineer and the County Attorney. Owner or its successors in interest reserves the right to meet theaffordable housing objective 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE through a variety of housing bypes, includin but not limited to, fur -sale units, rental units, and � 4. Pedestrian Easement. The Declaration of Covenants and Restrictions f t or the Projec CONSTRUCTION INDUSTRY (29 CFR PART 1926). accessory units ("Affordable Dwelling Units"' or "Affordable UniW). I shall contain a provision which grants a public right of pedestrian access over a sidewalks within the Project. This right shall be in perpetuity and the Declaration shall name the County of ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR STREETS: 1 CONSTRUCTION INSPECTION is. For -Sale Affordable Dwelling Units. All purchasers, of the For -Sale Albemarle, Virginia as a third -party beneficiary with the express right to enforce the provisions . 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 Affordable Dwelling Units (as defined below), shall be approved by 1he Albemarle County OF THE START OF CONSTRUCTION. Housing Office or its designee- "FoT-Sal6 Affordable Dwelling Units?' shall be dwelling units of such p4blic right of acceas. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL offered for sale at prices for -which households with -incomes less than eighty percent (800/0) of HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE the area median income may qualify, and shall not exceed sixty-five percent (65%) of VHDA's 5. Aroslon. and Sediment Control. The Owner shall, to the maximum extent pracfic46le SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 1 0 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT Maximum Sales Price for first-time homebuyers. The Owners shall provide the County or its as determined by the CounWis Piogram Authority, prorvido 9,Mfional erosion and sediment DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. designee a period of one hundred twenty (I 20) days to identify and prequalif� eligible I controls to achieve a sediment removal rate of eighty percent (801/)o) for the Property. (As a 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN purcbmer(s) of For -Sale Affordable Dwelling Units. The one hundred and twenty (120) day refurence, current regulatory structural measures achieve a 60% opfi,inal removal rate.) EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO period shall commence upon written notice from the Owner that the unit(s) shall be available for A BOUNDARY LINE OR A NATURAL WATERCOURSE. sale. This notice shall not be given more than ninety (90) days prior to receipt of the Certificate of OccWuncy for the applicable For-SaleAffordable Dwelling Units; the, County or its designou I 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 may then have thirty (30) days within which to provide qualified purchaser(s) for such For -Sale [SIGNATURE PAGE FOLLOWS] SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN Affordable Housing Units. If the County or its designee doesnot provide qualifieA purchaser(s) . ., : , -a. .0 " � - 4 I I GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE during the one hundred twenty (1 20). day period, the Owner shall have the right to sell the, unit(s) OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. without any restriction on sales price or income of the purchaser(s). . 1, , : , � 4 . , -'. . *. 4 *. " � . . .. " 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). I I 1. ... I ii. For-RentAffordable Dwelling Units.' - WITNESS the following duly authorized signature: 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT (1) Rental Rates. The initial net rent for each rental housing unit for which Owner seeks . STANDARD PE-1. qualification for the, purposes of this Proffer 1, ("For -Rent Affirdable Dwelling 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE _ Af,J shall not exQ�ed the then -current and applicable maximum net rent rate Ur Owner: TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. approved by the Albemarle County Housing Office. In each subsequent calendar OAKLEIGH ALBEMARLE LIX, 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL you, the monthly net rent, for -ewh For -Rent Affordable Dwelling Unit may be increased up to three percent (354o). For purposes of this Proffer IB, the term "net a Virginia Limited Liability Company PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. rent" means that the rent does not include tenant -paid utilities. -Me requirement that - I I - I I - I the -rents for such For -Rent Affordable Dwelling Units may not exceed the maximum By: ­ / -_ --- --- -_ - I 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 rents established in this paragraph 1B shall apply for a period of ten (10) years Printed Name; 4094A;-,e w, JZ A-( iV� ORDINANCE AND MANUAL. following the date the certificate of occupancy is issued by the County -for each For- i 1O.TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, Rent Affordable Dwelling Unit, or until the units are sold as low or moderate cost I I % Title: MA--kJk4;W6 M o 9.*. k IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE units qualifying as such under either the Vfitnia Housing Development Authority, *, SAFE AND CONVENIENT ACCESS. Fartners Rome Administration, or Housing and Urban Development, Section 8, 11,THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOWTHE DESIGN SPEED, OR AS DETERMINED whichever comes first (the "Affordable Term"). BY VDOT FOR PUBLIC ROADS. (2) Conveyance of Interest. All deeds conveying any interest in the For -Rent Affordable 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT Dwelling Units during'the Affordable Teim shall contain language reciting that such PROJECT DATA: AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. unit is subject to die terms of paragraph IB, In addition, all contracts pertaining to a - I 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED conveyance of any For -Rent Affordable Dwelling Unit, or any part thereof, during the DEVELOPER: OAKLEIGH ALBEMARLE LLC, 690 BERKMAR CIRCLE, C'VILLE, VA 22901 (T) 434-978-1766, INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE Affordable Tenn shall contain a complete and fall disclosure of the restrictions and (F) 434-978-0118- CONTACT: GEORGE RAY, JR. I WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. -�10,�.:JL--�l*-.3.-U�ili-UM-Al-l�� RIVANNA WATER AND SEWER AUTHORITY GENERAL CONSTRUCTION NOTES- LAST REVISED APRIL 2016 1 . ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER AND SEWER CONSTRUCTION STANDARD -VERSION 1.0, ADOPTED IN DECEMBER 2015, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES. 2. RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION. A PRECONSTRUCTION CONFERENCE SHALL BE HELD WITH RWSA PRIOR TO START OF ANY WORK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1 -800-552-7001). 4. RWSA ENGINEER (VICTORIA FORT AT (434) 977-2970 EXT. 205) SHALL BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION 5. ALL WORK IS SUBJECT TO THE INSPECTION BY RWSA STAFF. NO TIE-INSTO THE EXISTING SYSTEM SHALL BE MADE WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR RWSA HOLIDAYS WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. 6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE -TESTED BEFORE A CONNECTION IS MADE TO THE SYSTEM. 7. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER 8. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. NO GRADING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA I N WR IT I NG. 9. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND RWSA APPROVAL OF THE BLASTING PLAN. GROUND MONITORING DURING BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. FOR BLASTING WITHIN 1 00 FEET OF ANY OPERATIVE RWSA SEWER LINES, BYPASS PUMPING AND/OR PRE- AND POS-F-CCTV MAY BE REQUIRED. RWSA MAY ALSO REQUIRE CERTIFICATION FROM A LICENSED PROFESSIONAL ENGINEER STATING THAT THE PROPOSED BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES. DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 10. THE CONTRACTOR SHALL OBSERVE M INIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS, WHEN A CROSSING IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING PIPE. THE AREA OF THE CROSSING SHALL BE BACKFILLED WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE. 1 1. NEWWATER MAIN INSTALLATIONS SHALL BE TESTED, CHLORINATED, FLUSHED AND WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO PREVENT ANY CONTAIV INATION OF THE PUBLIC WATER SYSTEM. 12. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE. 13.NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC. 14. TREES ARE NOT PERM ITFED IN THE RWSA EASEMENT. STANDARDS AND SPECIFICATIONS: 1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2002. 2. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED 2001. 3. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992. 4. INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 7TH EDITION. 5. VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS. 6. ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS REGULATING THE CONSTRUCTION AND EXPANSION OF THE WATER AND SEWER SYSTEMS WITHIN THE COUNTY OF ALBEMARLE, VIRGINIA, LATEST EDITION. 7. INTERNATIONAL CODE COUNCIL AMERICAN NATIONAL STANDARD, DATED 2003. 8. SOIL SURVEY OF ALBEMARLE COUNTY, DEPARTMENT OF USDA; DATED 2003. _1L"&L1&y-U A". X-X& 1-r-ml. "Aul.y k".) 'J"Iya FAILVA W U1%1 conveyance of any interest in any For -Rent Affordable Dwelling Unit during the l notify the County in writing of the conveyance and provide the name, address and telephone number of the potential grantee, and .state that the requirements of this paragraph IB(ii)(2) have been satisfied. (i). Seven Thousand Three Hundred and Thirty -Three and 18/100s Dollars ($7,333.18) fbr esa single-family detached dweffling unit that is not an Affordable Dwelling Unit. (ii). Five Thousand Few Hundred and Forty -Seven and 57/100-8 Dollars ($5,447.57) for each single family attached dwelling unit that is not an Affordable Dwelling Unit. (iii). Seven Thousand Four Hundred and Nineteen and 91/100s Dollars ($7,419.91) for each mulifflunily dwelling unit that is riot an Affordable Dwelling Unit. (iv). Zero Dollars ($0.00) for each Affordable Dwelling Unit. PROPERTY OWNER: SAME AS ABOVE TAX MAP / PARCEL #: PROPERTY ADDRESS: PROPERTY SIZE: MAGISTERIAL DISTRICT CURRENT ZONING: ZONING APPROVAL� ZONING OVERLAY DISTRICTS COMPREHENSIVE PLAN: DENSITY (OVERALL GROSS)� DRINKING WATER WATERSHED PROFFERS: WAIVER /VARIANCE REQUESTS SURVEY SOURCES: DATUM: BENCHMARK: "A RECREATIONAL AREA WATER & SEWER SOURCE:: 04500-00-00-026AO 547 WEST RIO ROAD 8.822 ACRES RIO NMD, ENTRANCE CORRIDOR OVERLAY (ZMA201600015) ZMA201600015, APPROVED BY BOS ON 2/8/2017 AIRPORT IMPACT AREA (AIA); STEEP SLOPES (MANAGED) URBAN DENSITY RESIDENTIAL (6.01-34 DU/AC) URBAN MIXED USE (in Centers), NEIGHBORHOOD I (Places 29) PROPOSED� 4.54 DU/AC NOTE: MAXIMUM ALLOWED = 12.36 DU/AC. SOUTH FORK RIVANNA SEE THIS SHEET PARKING WAVIER RECEIVED DURING ZMA (07-04) REVIEW PHYSICAL, TOPOGRAPHIC & BOUNDARY� ROBERT LUM, DATED 5/30/03. ADDITIONAL SURVEY WORK PROVIDED BY THOMAS B. LINCOLN LAND SURVEYORS, DATED 5/31/07 & 11/15/07. EXISTING CONDITIONS AND TOPOGRAPHY VISUALLY VERIFIED BY ALAN FRANKLIN PE, LLC AND LINCOLN SURVEYING WHILE ON SITE THROUGHOUT FEBRUARY 2017 NAVD 83 (STATE PLANE) TOP OF FIRE HYDRANT ELEVATION = 566.50 LAND -USE SF AC % BUILDINGS: 83,954 1.93 - 22% ROADS/SIDEWALKS: 149,995 3.44 39% PAVED PARKING /ROADS: 125,619 2.88 � 33% SIDEWALKS: 24,376 0.56 6% PERVIOUS AREAS/OPEN SPACE: 150,337 3.45 39% TOTAL SITE ACREAGE: 384,286 8.822 100% NOTES: 1. The minimum required greenspace and amenfly space is 20% (per Section 20A. 9. a. 1). 2. PeNous Areas/Green/Amenity Spaces includes land within ROW and on any indi\Adual lot. 3. Common open space excluds land within ROW and on indMdual lots. 4. Lots include only those indi\Adual lots and nothing more. SEE CODE OF DEVELOPMENT ALBEMARLE COUNTY SERVICE AUTHORITY- JURISDICTIONAL AREA Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 telel 434.531.7607 el steve@edwardsdesignstudio.com www.edvmrdsdesignstudio.com ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 telel 434.531.5544 el alan@alanfranklinpe.com KEY: ­­J:1 --:,-; Z_� -, I,"_., -1-, ,_� , 1� � I : I ,_ _', �.,' '. I I .1 �,­,� � I � -:,; I � "I - �� ­'�-- , , �' - ____ ___ - - - � I— __ - ___ I , � _ a� t_ i - ­4 , I I -.- ��', �,.� - ", �k - - �_, ­1 - - _�. " _�_ - t;r___ -,- � ­__�_ " �,,__ 41_,��, -, -;:, :�_`­__ __ , , � ` .11� �- - __�___ 1'�_ - - � __ � ­n_- --: -�,- ,�r_�' ,�­­_�_,,Vr_,��-!, �, 14;_­�,, , , � - ` -- � �. - - �.. 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C, 6 I I 1� 11 5 - , 0 'A &, Y, P,E , T, I _0 ­ I �, 1W � � - Cn 0 'i� -1 _J ,5 .::, - ') � , I R11 �: ­ 7:11 - C, , �Q r;) �0 N H op t� ,� , = - 'I - :, `�, � 113 - � 0 > L, � _i __ � I .;� / (�, , . '. / , I - ��/ 1 _� � C C, ?, �) - ,J) r '.7 ,� . 4�1 I /_ ,_ _.. . ,� I ,7 �� , -, , __1 i� . , Alaan G. in 0 =: 0 , -6 1-t �', �d hc. No. 35326 1-14 -1-11 C� ,I > 0 U, -11 0 "q 11�1 10-11-19 4t 11� �11 � ,� , 0� �') __ � , ,�� - Q i1i - - 'T ��u S1 �� OArA L - �:: C) �J �Q " �u - C, p - 7 -5 E, C - '_� � �� - ­ 13 . �- I � , ____________ - �, n W �_) ` , m SCALE: NTS �,� �� - ISSUED: 10/22/2018 ,11 - IT, I -, 1-1 < T, REVISIONS: 0. 02-08-17, APPROVED BY BOS A 0. 06-19-17, MAJOR SPA APPROVED 0. 06-13-18, MINOR SPA- APPROVED A 1. 10-22-18, MINOR/ARB SUBMISSION 2. 12-17-18, MINOR/ARB SUBM ISSION 3.04-12-19, COUNTY COMMENTS A 4. 06-03-19, CO/OWNER COMMENTSA 5. 06-07-19, CO/OWNER COMMENTS A 6.08-08-19, COUNTY COMMENTS & 7.09-13-19, COUNTY COMMENTS A SHEET: Z 0 �_ 0 =) W �_ 0) Z 0 0 cl� 0 ! U. a W (0 < Notes ,.��w _J A� OF 2VLu _____ W 0-1 a E 4F - I ""I', 1_' � 'I�________,. �% 0 1 1 � Ill - --- --- -- I ,�, " ". � 1, I � ____ -_ - *� " - , � I i I / , � - - .** I I , - - '.1 11 ., I I ,, . 11 1, 1, - - / , I " _-, ,--- I , I 1__001* I ___'1 , - �', � ; ----- I ,---,__ " I 'I / --- , . - I -, ____ 550 NOTE: PRIOR TO ANY DEMOLITION THE TREE "� . , �, , - I I � 1_11� 11 1��__ "_ Y�o 11_� - I , I l� " I " 7 1�_ I L I I I � , I \ , , I" I I I � / ­�_ J 1- '_� 1 I ,I I 11 �, ARBORIST SHALL BE CONSULTED AND MADE " � 1� i 1, STAN D-QE-PtNE '. , 10) "� THE , I I I a I I I - I TRESS 11 E S ' .*1 '. "_­ � - - "-*** I I,, 11 11 I 11 \ I IIIIIIIIIIIIIIIIIIIIII /e I" - - �',', I/ AWARE OF THE CONSTRUCTION SCHEDULE IN - ____, I 0 ) ..O* . � " �__ _-o_1 TMP 45-26A1 I" GARDEN , FOUND ON TOP OF 0 15, '30, / -601- -_ Q * I 120' ,,, I I --- __t � -.----' �, � 1, 1, �� , 'I', - / I'll " "I -_ " e "', Now or Formerly 'L 11 __1_1 EXISTING FHA; ,_ , I/ I, ORDER TO BE ON -SITE DURING THE _,�1! - I � I I ------- 1�_ � SPOT 11 11 , " I 0 1 / I a �111i_ "I ___ _____ 1- 'I, _1 __1 - "I 11, ELEV. 566.50' 1, (,) I " " " I, , /I I DEMOLITION. CONTRACTOR SHALL INSTALL �� I\ I � -------- --- - - _ EJM GARDEN, LLC I'll ,�_ "I I " "I \ \ , 1, li +/- 589'TO _�, I / - I ;I, I/ i',.k ' � !� "I, --- I 1 -,.-- 11. � , I � ' __ �, I � - , \" ,I .1, __ D.B. 2717 PG. 746 " _� 1\11 � I \\ ` � �k I __ ALL TREE PROTECTION MEASURES PRIOR TO I 11 I 0 - , , , HERITAGE , . I I � /I ". / / 4 , ,----- I* " 11 "I 1I v "I I I ,� -- - - - / ,� % I 0 II I / I/ I DEMOLITION AND FOLLOW ALL THE /111 ____ ..�o " DENSER ,--,. Zoned: C1 I %, �� _, HALL - , , , "\ "�� ", "" 1� ,� !/ RECOMMENDATIONS OF THE ARBORIST TO _1_.1 � "I.00 VEGETATION IN ______ -0000, Qo - mp. Plan: Urban Density I'I, --I-'---, 11\ I" --- 1, - ENTRANCE .., - � I " \ - � THIS AREA - 40 / ____ -----. - ____,", 1 �-__ � "I \ 1� I 1, I I ��� �, ____� <--\ ,- --- " 1�1 , , I ENSURE THE SURVIVAL OF THE TREES BEING "I / __0 ♦ ) 11 Use: Commercial '­' ,I, " 11\ \ I " , I I PRESERVED. CONTRACTOR WILL BE HELD ''I _0 __.- , . I I � \ % A I - __-.- I " ", 11 , I " -_ I ,� I ACCOUNTABLE FOR ANY TREE DAMAGE I-,- "� �� # 000 - / ___ ______ ­-, ." ., 0 �. 11, � I \ - ­♦ 0 I I I , I I I I ,0 - -1 >1 7- , --- I ,� *11.� RESULTING FROM THEIR, OR THEIR "I ,�,, Z 1� I . �p - ------ - ,. _ - ,_ I I _ I ., , _ .1 __0 I 1 I , 1 " .I--, I CP "I , - 1, 1, I I I ,;� - % _'. , I 0 4 + �` 1'1 0000 � . .1>1 1_­ I 1 _ P 0 __1 // I SUB -CONTRACTOR'S ACTIONS. CONTRACTOR --' ,0 0 --- ---** __---- I . I I I I - _"I /I I le"......'.. / SHALL BE SUBJECT TO FINES FOR DAMAGES . CHAINLINK FENCE TO - - I �, 11 _"-1- -11 __11 I _. - ____ I - - I I - .­�! *. , I -, ,� 1'�� TERMINATE OVERHEAD I I - I I w I I __ __ �� I I I � - .:..,.., "I 1. I 1 AS OUTLINED IN THESE PLANS. ALL DAMAGES I 0 REMAIN OR REPLACED BY 11, I 1. ____ --- — I I - _ -\- ---ELECTRIC SERVICE AND ' 11 _ . / 0 1. I "I 0400 " � - -1 --- --- ____ �_ ____,' '_______��_ _7_�11� - - I , I 1_ 11 + I I I I 0 1 OWNER -WITH PERMISSION 11 - - .- - I 1, 1. I I-.- I 'I" _� _,__A _\ I'\ \" PLACE UNDERGROUND " � .. 11 ,--"' WILL BE DETERMINED BY ARBORIST. SEE 'I I I � __ __ � " 1, /._ ,� I ----,-- '\ I 1I 0 -, 11 0 ,.� I I - 1, I I I, + + ...., "" "I 1100, .. SHEET 6, CONSERVATION PLAN, FOR OF THE GARDEN I-,- - --- ----- , ,�, ------ \�) 11 ,'I, I-,,- "� / I \1 --- � + ., " I - 'I - I I ­-- 'I _ I.; � _�� \j__ � $(:]�, " �` '% 11 - --- _�­ ,.. 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I 1, "I �, j i �_� I 11.11 - lk � N, " 11 I � ____1 , I � I I I " I I -, " - __ - I ,', , � - W, , I �_, � " &6 1 i M 1 � FHA \31 I , / , 00000 _ --- 1, , " I � - - - --- - , V I i �� �,-e I \ I , I , �', -I---- I 1, _____ � � - I - I , i , I NEEDED / / I♦� __ �, ­ - - I - � - I I i 1 i I I 1'�, I ", I - 1- �^ - -, I � �1, I 0 - 1, , —_ , , I I I I 0 1 1_.*� ,� , " --- 1 -1 1-C - , � , i �­,, 0 � j �', I - 0" , j - �, 1P ,1 , �, - I � , �. ____ I , �_______ � �, - % i I ------,." , X � V( - - / 1 I-- , __ - _,_ , , , 1 I � I � 1-­_ --- � - I 11 I I ------- 11 I I I '0 . - ,11 I I � i , �­ __ , I " 1 ( "I \ ;� I i - - , , , - 1, . ,�, I I I . , - ___�, " - I I I / �, ______ - i '-' ------------- , " �,'�, : I I/ � I ; : I , i I _____ 1 ' ' 1_­_______' - / , �,��. 1, R , 15 10)c� 119 , � \, \ 1� -- , - I I , , - I , � I , , I X � I -11 , _,44, 1 'I, / I ; 70 il, ;�� - I :__ ; --- I I - I __. , " I I � . I � I I ,_ --- � '. __ X", - I 11 11 I I I I �_ I I 11 tcpseo_ i 11 li ,I I I / I - i I - � "'. I 'I'll I - 13 ,�,' ,I � � 1, � � \, \ I ! V 1 OPEN PASTURE / 1 op- I , --- 11 1, - "I 1­1 I I I I ) I , I I- , I � , I I I I -) -- . I ­ , I 11 I 11,1ei`i ........... --- __ --- . " I ____ X � V X - , 1. I - ____ _ I'� � - ----- _1_,L1_,---, I , I I I 1 \ I LO I- I , I �, - I � ­� I I I ­ . ". � -1 -? t0- - I . --­71 ., -11 i I . -1 / I -1 $, , I I I I I ---- I -,--, I I I I --- I '� I . , 11 f I , __ I �­_ I ,I 11; - _ I , V 4 ­�, _�____ D -L, -_ � -, , - .- - �� _ , - ,: -------- cl�\, � I - - _­ __ �11 � � �,�', � 11 � 1/­ __,__- _______---________ --- ___________ - �I, , I I 11 / \ , 1 1, l , I ____ I I I'�, I , � I , ____ - , TBR; ,-, ', I 1 I 1, \ 1� .1, - I " , .� I I _�,___­ I I I I I 1 \N�_ \ I I __ I - " _­-7- -, �- - ­�___ I I I I - - ,:-_-�, - I I - --I , �OE , -�,__ ,.-- I I I I I I - ------. I ,. OX I'll TY - . <____::_ / I \ -0 , "6(", 0 . �,Z­ 1 _____11_,_1 �1 I ­-, ------- I � I, `toX` - ,6 ____ � � *&_,�____ -1 �28 ,_ _1___ _________________ I I �I "I / \ ,I *\ -1_� : , - -, X _­---_-,_____ - I I i I A _________"_,1' I - - PRIOR TO CONSTRUCTION: 11�1 I I � � I / X � X I - I . I I I I , I - I . 1, ­ I- I '_��, __-11 --- - ' _____ - - I I I _______________ 11 I , - , --- -- - --- - - - ­- - , I I -1 __ I - __ - - - � I 1. - - ��_ 1. THE CONTRACTOR SHALL INSTALL TREE PROTECTION FENCING BEFORE -_ I "I 11 11 "", I 11 1 11 I -.--,-- , ____ . ----- -21 A - -----� I I '. I , I ,­ __-_ ..I.--- / I I I 10 ,----' ______­ , ''I I 11 ______ 11 I ) I ,-./ .1 -1 - 17 1 I-- �,� � - I I _ __11 I- - 1, . DEMOLITION OF BUILDINGS. 1. ; G� I ,� I ,� � I I : 17A ____� � "I, - I'll II.______ I -- 1 2. CONTRACTOR AND ARBORIST SHALL DEVELOP A PLAN FOR REMOVAL OF THE / , I . I I I I 1'� __�X1 or' I , 7�__ 1 , I : i - , - - I I I I -----. I % - -_ --- __. --- --- - I I- , " " , TREES NOT BEING PRESERVED ON SITE BEFORE START OF DEMOLITION. t­*\ , 1) I I I I I 1'---------- i _ X I I ______________­ I -1 - ­ V 29 1 WELECTRIC \ s 11 - . - 11, __1 : 11 I - I I I I - � , I I k Z I --------------- �1_1 , I I-0, I'.-- I , _�, 11 I - � -----I-------- I? 1,� , I � ; � I, 3. CONTRACTOR SHALL TRENCH ALONG TREE PROTECTION PERIMETERS TO CUT / EASEMENT sc) - , - I I : - , , , - -,-. 1� Q.B. 747 PG. 532 1 I I ____1 r�� ::, -_ � I I I N) � - ,21 ----- � __ 11 ROOTS AS INSTRUCTED BY THE ARBORIST. \ � I I 11 0 l\j I I I I--,' - I - , e) I I X I ___� . I � I \/ �', I Il'l I I I I �i - I 111'� - (I I I i I i -1 ; -- I I I I I I -- .. � - - 1. - : 1, , Q I � , - ______Y ; '11 - ;-�- � I f. - ____ ___ I :1 I I OTHERWISE DIRECTED BY THE ARBORIST. KEEP CHIPS ON SITE FOR USE IN I I ,_ \ , , ' 0 1 - � ! ; - I — I �,,: 27-Yd---- I I 1 __ _20- , � -0:- Az7A_____ 4. THE REMOVAL OF TREES WITHIN TREE PROTECTION AREAS I I I I W 11 X / I \ I � 7 011) I "--*, I __ i (2A,5A,24B,26,36,37,39,44E) SHALL BE BY SAW AND STUMP GRINDER OR AS \11� . l\j 2 __-::� - I % I : 1I ,, / 0 I � 141�1 I _­ - - � I I : - - ------- -------- � I -_ --- _____ - .! ,'I I , j , - I -, - I I 0 / I _X _­ ­- ------- I , 1__­-__,1 I , \ *C) IRK I 0 , * __ I � __ ____::�__ __ , __ __­_ I : __ " ------- i I �, I _', TREE PRESERVATION AREAS. OVERHEAD ELECTRIC LINES 11 � - I - - - , -_ I : I I __­ _1 I -, __ '! ,� -- _.!_�- - - - .- -1 I � �,_ \, 5. TREE PROTECTION FENCING TO BE INSTALLED BY THE CONTRACTOR AS OTHER SERVICES TO BE PLACED I 'BREAK FENCE AND I / - __�11__1_____,_ - I - - I - �_"__ I , �, " 11 _____ , 31 A 11" ! I I 1-1 9 - -_ -- , - � -- 1�1 I 1, J _� I _-- __� - - _ - , --- "I I I I i - _ _ .__�' - I I I __ I up , - I ; , I I --",, - -- _ I , \/" % I ; � / - I I � -, I ,�,� - ; 11 ,- I _�, - � : 0 I I INDICATED ON THE APPROVED FINAL SITE PLAN. UNDERGROUND ALONG FRONTAGE I I : I I-- - , - � - - I - -_ � ',�, - , -, i I REMOVE � I - X 11 - - � - - i - I ­_ I I I I I , I . 'T. ANY , fW NECESSARY TO PERMIT . � 11 " I ), I , , _r, I 1 26 11 "' ---------- I ____ _,_,04, 1 , I � 6. TO AVOID DAMAGE OF SURROUNDING CANOPIES, SOME TREES IN WITHIN EXISTING EASEMENT. ( 0 - I ­_ � I OUJE 659 " i_­ I I -_ / \ � , I I / I THE SEWER EXTENSION " � 11 ) , -_ _�� - I �.) I I ; CONSTRUCTION ZONES MAY NEED TO BE BRUSHED OUT BEFORE FELLING AND EXISTING POLES/PEDESTALS/ETC. R I I I ____ I I _� -- I -1 -, -_ 11 I TREE 431 FELL DOWN AND 1, : NOT NEEDED SHALL BE REMOVED I I � � ! � : ! ._ / "I I I _______ _.- 1, 9_1, 1, 0 - I . REMOVAL OF STUMPS WITH HEAVY EQUIPMENT. I -_ I 1 2 ____ � ____ , ) I - - 1-1 � I I I , / - ,I A� 1 I I 11 , I I ,� I - .-- V , i. I " FOR NATURAL REASONS ON � ------ ____.1� I � 7. THE ARBORIST SHALL ASSESS TREES FOR HAZARDS AND INTERFERENCE WITH DURING PROCESS UNLESS I \ ( L " -- ' FEBRUAR i I I I I 24A -) -_ - - I . . I I / ,T 18 � : -- �, Y 25, 2019 FOR ­­ DETERMINED TO RELOCATE AND � - .. I . ., --, �- - 32C I CONSTRUCTION ACTIVITIES AND PRUNE AS NEEDED. I I / 1160 I i " I � TBR � - I - I I I I - _ _1 1�, _____ 1 2 _ ______ NATURAL REASONS. IT HAS � � I UP I I : . TY�-.' � , - - 1, x L " 8. THE ARBORIST SHALL CONDUCT WEEKLY SITE VISITS TO VERIFY COMPLIANCE 'LEAVE LINES AERIAL "I --- / I I 1 1 1 OPEN PASTURE / I I 11 , -_ BEEN REMOVED. A5 I 11 I "I I I ! " I ------- I EX. I I I I 1. ____________ X ________'1, - I I - -_ _11-1-- I WITH TREE PRESERVATION POLICIES AND TO EVALUATE TREE HEALTH. I / i *"*-N . I " " X 'il - I I �, 1 - 1. I - -1 9. ARBORIST SHALL CONSULT OWNER AS NEEDED FOR ARBORICULTURAL ISSUES I I I I I I I I I ------------- I I ­ -_ ,�, I --- I � I / -"- ____ i I -- - _ 1, I i THROUGHOUT PROJECT, I EX. CONCRETE ASPHALT � I : � � I I/ I - I I I _--, � � I I : E SIDEWALK T� I I : l I I I - I - I 11 _ "I I- 1, I - 11 I 10. FOLLOWING CONSTRUCTION (AS NEEDED AND AUTHORIZED) THE ARBORIST : TO BE REMOVE FROM THE ___ 0 A REM . OVE,AND -, I , I I 1. -- , I - , i - � , I - PARKING � I !� , � I - X - I -- - 1`1­1. ��T 0 BE I ! ! / -_ 1, -- - - --- : I � 1. -­- I I I I � I I EX. ENTRANCE�VEST TO THE � I . . � I I 1 I I;I . I I I I I ! [ I I . _1/ ---a 11" I �_ - : I I i R PLACED I 1, I I I . '_1 - ��l�,X,- -24B - ------ -�, ------ I � I I I I X, 32B i : SHALL: 1� FIRST ENTRANqE TO THE � , I I 1 1 I � I , / 0 ___1 7 1 _____ -'I,- I 1 13 , 3A "I I i --- _ - a. FERTILIZE WITH ADDITIONAL MYCORRHIZAE AFTER FINAL GRADING IS I I I ; I "*N - - ___ � ­____� 1�., ---- -- I 1-1--­1 - n ", I I ­_­: � GARDEN SPOT EAST TO I ; - - I I I I ­_ I t , I � - --- __/N_1 -, , � - i - I COMPLETED. THIS MAY BE DONE IN DIFFERENT AREAS AT DIFFERENT TIMES THE PROPER LINE I I - ' - IF THE PROJECT IS COMPLETED IN PHASES. I T I I I I I ­ ` ; I 6 � I I , " to I I 1 j I , I � : I I � b. PRUNE TREES TO ELIMINATE DEAD, DYING OR INTERFERING BRANCHES. : ,� I L, , 11�) I , I i i I , I -'- , 0O � -'-- 32A, 1 : T/ I I I - X I / I I I .1 - , I I I I I c. ARBORIST SHALL INSTALL LIGHTNING PROTECTION IN THOSE TREES I I C-A 11 ! *%- A I 1 I I I I I I � . : I � - __ I I I ­11( I - - ---- -�, - � � DETERMINED BY THE ARBORIST TO WARRANT SUCH PROTECTION. , I I ! � , 1 86 , , is � 4 -------- I I 1, I � I I � I � - --- : VDOT - I I / . I , I I / I I "I , i/ A0 I ,�, - I "I I I I I d. IRRIGATE IF NECESSARY TO SUPPLEMENT RAINFALL. DRAINAGE ES,JMT- If_ 1, � I .! I I �, I 11 I i 0, ) I I 'I, I x 33B :� 1. I e. ARBORIST SHALL CONDUCT REGULAR INTEGRATED PEST MANAGEMENT (PROJ. # 0631-002-195. C501) I ) _*4 "I � I : ) I , . I 38A' I - -- ____ I �1­ 32 , I : �11 , 4) 1 C) a __ . � 11 I / 1, - � _', I---- I 1� � (IPM) VISITS DURING THE GROWING SEASON FOR A PERIOD OF 5 YEARS, � TO BE ADJUSTED/ABANDONED 01 __� I I ---.-----. I'll ( I _______ 0 . I : 11 I I 11 - I -.---- . I . I . 41 _---_-__,:11_ -"-- I'll 5A ', ,�,� _____ � I �� , " STARTING UPON THE ISSUANCE OF THE LAST CERTIFICATE OF OCCUPANCY , " I I 1, I I " : I I I � � I- � _-1-1 -1 I I I" ___`,_ "I WITHIN THE PROJECT TO INSPECT FOR INSECT, DISEASE, NUTRIENT OR I I I , - - . . I I I I ____ - I 11 . --- a, ! I --------. % I - 'I, 11 I I I ,� 1-- _1_1�:­_.___ - - " , ,--� ( � : � 0- 1 "" ENVIRONMENTAL PROBLEMS. EX. ENTRPPCE I I I I I �i I 1, 40 ' �' ----.---------;, - " 5B 5 �j3C I LU / ( ,; I I I I I I 1.� . ,I AND CUL\4rzRT TO BE I I I I I I . 1� I I _1_.____ I I I I 11 REMOVE ONCE NEW 3� I I I I :! � -1 _', I " I I I I � : I I I I I ___ I - I , I I --I- I : I ___ , � --- I � t ---------- - t ­_____1 I 11 � I Cr01 / / *X40A 11 � 37) - 590 �1 - , , ' , , I I ENTRANqE IS IN PLACE __ I : � I I ,/ X > X � -_ 35V 1 I . - I ­ - I . I i . i-) 0 � � UP, I I 0­1 I / ;0 I - I / I—," _-I---- -.I- I 1 � � � ____ ­ - - - I "I I EXISTING OVERHEAD LIqES AND POLES MAY BE ' I (1) 0 1 ll , "I , �� ___ I __1 ------___-- / USED FOR TEMPORARY 8ER VICES. ONCE THESE � C I S,. 6 1 1 - F1 -61DA,� 1, 11 . ._�Oel I : , . --- ____ ; ------------ 34 __' I U. I / �' --i I 11 � CD I / I CENTEL ) i --------- 35C - - I II , - - � I I -1 I --- --.------ - ­1 I 1, I N�_, ' I I --------- ------- - -- - � I I I I ' .: �' q , M - ­_ I I . I 1� I --- - --- ______­___ 1, _____­ _� - I - I RE MOVED BACK TO Rlb ROAD AND ANY I ,,I- I 11 ) I , , I . -- I : � � I � � I (0 IQ- I / - -, , I , I X I I _-�/ #KB92 -- / R ARE NO LONGER NEED D THEN THEY ARE TO BE : - i � I :. I i I- 36--- 1 1 1 - X I ,_ I I I I ASSOCIATED EASEMINTS ARE TO BE ,� : i I �w X I I I , . I -, , *__-, 01,-/,E� ­­ I I �Nnmm I '11,111,11,11��l�l������������'llillillI -.-- ''I ABANDONDEE I � I / I I - - " / I I i � < 0 ,C) W > 1-1LOWEST BRANCH/S OF EX. 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Plan: Neigh orhood Density � � � I ________ __ _-------------___--- 1, - =� ,- I ____ � I --- I - --- I---, - ,--- I I - - - I !I - I Use: Res ential See Chart : See Chart __S� I,------------ ,� --,-----,--.----------�----,-------- � I ------------ II _1­___________,_ - - - ------- ---- I------------ I I . --�, i --- � ­_ Use: Residential Use: Residential I Use: Com'mercial-Office Use: Commercial -Office ll ____ i , I I ,, i i , r;�Z*i I I *'\\A SURVEY DATA: ADJACENT OWNERS NOTES: TREE INVENTORY: /5 6 --- ' ' - - Tax Map & Parcel Owner D.B. - PG. 1 . PHYSICAL, TOPOGRAPHIC & BOUNDARY: _ ,_ 1. THE PROPERTY LIES WITHIN FLOOD ZONE C AS ROBERT LUM, DATED 5/30103. 161 M -1 2-1 A 1 Anthony or Mary K. Valente 1613-447 SHOWN ON THE FIRM MAP PANEL NO: ­_ ­_ - I - -- - 1. - I I'll - __ -- -, 61M-12-IA2 KOM, LLC 3049-506, 5100060230B. - - - - I � - 2. ADDITIONAL SURVEY WORK PROVIDED BY 6IM-12-IA3 WTB Investments, LLC 3072-660 2. THIS PROPERTY DOES NOT HAVE ANY - - - - ' - - THOMAS B. LINCOLN LAND SURVEYORS, DATED 61M-12-lA4-- --DEMREP, LLC __ - - - ' - - _' ' - - 1 7 4 3 --3' 5 -7 __ - 11 I ­ I I I I � ,- - � - - - - 5/31/07 & 11 /1 5/07. DATUM: NAVID 83 (STATE 1 6 � I M-1 1 2- � 1 1 A5 ­ I—, -1 Stephen � en - W. or I Jo I an B. ___ Hackett -Scott - - 160 � 6-439 1 CRITICAL SLOPES. PLANE); BENCHMARK: TOP OF FIRE HYDRANT- __ - 1- _ - - ­_ -, - - I 6*f-_12_-1A6_ -_ - - DEM-REP, LLC_ -_ - - - - - - 1- -7 2--6--2 1­1 ELEVATION = 566.50 _ I - , - -,- - __ - - ,----- - - __ ­ - - ____ " - - - , - __ - - - - - - , - ____ - 3. DATUM: STATE PLANE COORDINATE 1983 61M_13-1171 Lawrence L. or Priscilla Critzer 1521-280 BENCHMARK: TOP OF FHA ELEV. 566.50 - 11 - - I - I 3. CURVE DATA: 6IM-13-lF2 Russell L., Jr. or Jeanne C. Miller 1533-295 I I I I � - - -1 I - - - - C1 = (R) 2648.37' (D) 4-321 4" (T) 104.92' (L) 209.72' ,61M-13-IF3 Kenneth L. Davis - � - - -- - 2662-499 .1 _­ ­ I - 1�_­ 61M-13-lF4 Daniel and Graham Spencer, LTD SOIL DATA -_ - I - - - - ­_ -- � - - 4. LEGEND: � 61M__13-1F5 I 'Ru I Russell L., Jr. or Jeanne- C. Miller - - � 1902-485 BG = BLACK GUM CHR = CHERRY ­ - - - - --- ­_ - - - - -_ - - 1- 11111­1 27B ELIOAK LOAM, 2 TO 7 PERCENT SLOPES HEM = HEMLOCK LOC = LOCUST 161 1 M I -13-2F1 - - - - Joel M. Schectman or Lisa Draine I � .3282-303 658 PACOLET SANDY LOAM, 2 TO 7 PERCENT SLOPES I - I - RO = RED OAK RM = RED MAPLE 6IM-13-2F2 montie-A.-or-June M_. Pritchett 2460-121 65C PACOLET SANDY LOAM, 7 TO 15 PERCENT SLOPES -6lia-_ ----.-,- ______­ ­­­ 1­1 _ - ___ � ___.____ 1 _fj­ -���-�-11�--.-.-�,�--1661--�--,- __,____­­_­­._____ - ___ ____ VP = VIRGINIA PINE WAL= WALNUT I anvant H. or Devyani D. Goradia 1901-391 94C WEDOWEE SANDY LOAM, 7 TO 15 PERCENT SLO - 1-1- -1-1- 1. ��; I �, - 11 ­-­ __ -1 _­ I I __ - -11 I I - - ___ - -.1 - 11 - ­1 -1 ­ . . -1 ­.- - __ ­____ - - PES - _1 - - ey - Tree Caliper Health TBR . I Key Tree Caliper Health TBR . 1 1 I Key Tree Caliper Health TBR . 1 I 1 I Key Tree Caliper Health R IM ) ­_ __ __ - � - ------- �_ - , "' - - ....... . . � __. '­ ` - - M��-I**-g'­.- ---- ,..........-.........,.-....,,,�.......-..... __ --- �_.__.,,��_.. _ - __ _�_ - ,� .... � ", , od Good Average Poor Dead _�__ - __ _­ - ` ."- ...,.........,. _ _ _ ........ � _ . __ __-_ ------------- _,�,""' , �g i-ININg ... . .... __ .. .... --g-i-, I,?, _. _ - ._�_ " ____ ------ -- � _`­­____ - -, - -�.'-_ -�- �-. -'--.' -, .-..',..�...'.......-...'�,�'�-.-'*-.--".� -I.R. --.-..--.*-.'--..----.--.-�..-.�', -.- - _�- i.,11.1 ..... . ..". .;.....- _ � ___ , � - -,- - ___ - ­ - - - - .-' - " � � ... � .... ` .....'........'.1.1.... . . -,. - ___ - - _ - Good jAverage I Poor Dead - ___ , - - - - �"--,------.------,.�--.'�-.-----.---_.-,i .._ _ _ _ I �� —13 -- - - - - _­­ - - - - **- - � = - -------- � - --- -- - - ....,,.-.��....�..�.........'.......,r--'----,...'-.'...,,.'.,*.�...*�..'�,.'.�'.*��.---.------�.-�-.,--.-�'�.,.....,..,�...- - i. ." __._...._._.._ ,__-, __ _f"..... . I .. __ -- � - � - Good I Awrag e Poor Dead = �� IffliNJIM Mj�= Good I Averag e I Poor I Dead 1 American Holly 12" X — 8 White Oak 36" 1 X 1 White Oak 20" 1 X X — 24B Holly S.. X X 1A Red Oak 14 " X 9 White Oak 36' X I 14 White Oak 36" X X 25 White Oak 33" X X 2 Red Oak 20" X 10 .Red Oak 24" X _X 14A Black Gum 15" X X 26 White Oak 39' x X 2A Walnut 12" X X 1 OA Red Oak 20" X I X 30.1 X X 1 36" X —_ X 3 Walnut 18.. 1 X — X 10B White Oak " — X X 16 White Oak 36" X X 27A Hemlock 1 12" 1 X . I X 4 White Oak 18" X - 10C White Oak 29' X - X 17 White Oak 42" 1 X X 28 White Oak I iv, X I I X 4A Cedar 14" X X 10D White Oak 20" X X 17A Hemlock 8.. X X , 29 White Oak 1 30.. X X_ - 4B - Cedar 15" X X 10E White Oak 42 " X X 18 Red Oak 36 " X X 30 White Oak 1 36 " X — 4C Cedar 101. X X 10F Holly 15.. X I X 19 White Oak 50" 1 X I X 31 White Oak 36" X c_!!�Z­�� X 5 Red Oak 33 " X 11 Red Oak 24" X X 20 White Oak 24" X X — 31A Holly - 81, I X 5A Red Oak 15" X — - 11A Red Oak 18.. X - X — 21 White Oak 27" X X — 32 White Oak 48 " X I 6 Red Oak 28�. X X 11B Red Oak 18.. X X 21A Oak NA 1 X X 32A — White Oak 6" —_ X X — 6A Holly 15.. X - I X —_ I 11C Virginia Pine 15.1 —_ X X 22 White Oak 3U, X X 32B Hemlock 6" X X — 6B Red Oak - 191 X X 11D Virginia Pine 15.1 X I Oak 20" X I I X I 32C Hemlock 6" — I X X 6C Red Oak 12" X 11E - Virginia Pine 15.. — X I I X 43" X I X 33 Red Oak - --- 44" X _X 7 White Oak 42" X - 12 White Oak 3Z' X I I X 24A 1Oak NA X I X Holly 10. Key Tree ICaliper Health I TBR Good I Averag e Poor Dead 33B Dogwood 8.. X X 33C Red Oak 12" X X 34 Red Oak 24" X X 34A lCedar 10" X I I X 34B Cedar 8.1 X - I I X 35 Red Oak 20" X X 35A Red Oak I 10.. X X 35B Holly 6" X X 35C Holly 81, 1 X X I 35D lHolly I 10" — X I X 36 Walnut 27" 1 X X 36A Cherry 8.1 X X 37 Locust 18" — X X 38 White Oak 1 35" X X 8A Cedar 1" 7-10.' X 7 I! H38B Red Maple X Key Tree Caliper Health TBR � Good I Average Poor Dead ROM . 39 White Oak 48" X X 39A Holly 8.. X X 40 Cherry 181, X X 40A Walnut 10.. X I X 41 Red Oak 27" X .- X 42 Cherry X X 43 Cherry 1 24" X X 44 Red Oak 1 28" X I X 44A ,Cedar 1 15" X I X 44B Red Oak 1 15" X I X I 44C Cedar 1 12" X X_ 44D Virginia Pine 15" X X_ 44E Cedar 20" X X VVU = WHITE U/Ar\ 61M-13 F4 DEMIREP, LLC 1700-147 11-1­ N I L -_ _lllllllllllllllllllllllllll1 Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 telel 434.531.7507 el steve@edwardsdesignstudio.com www.edwardsdesignstudio.com i ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 telel 434.531.5644 el alan@alanfranklinpe.com I KEY: - ,jl, , -----.-- , I " _', --j .�­, 1�� -.%,-,-, - 1- 14-, ") I � 1- _1? -/ I , -):", ; 1-1 *1, ­ - ___ - , ­._ ­_11 , 11 � I - - -1 11 - � _-,,�-�_ .__ ___'� -I _,_,� ­ 1-- ­ ­1 - - - __' � -- - � -, - -1,1 , - b.�_1- -,� �' ; _­f�- - -- , ...._I ­- I. 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No. 0931 11 _� '�, ) 10-11-19 ,,, t_1 i�), I � - 11 ." - (P I ' u �, 4 PE NY, ,C'�1A tQ I` w .��:, U) -o 0 1! 7_1 , ') , f� I C) I 1llllllllllllll1 _:_1 - C I - ,q 'n 1) i, ­1 - __ c) - - 1411111111 1113 ,C) `�'", N III , N1� t. n �, I I � �3 0 :;, / _-) G''I ') '_j , I / �� -,:- 6 �- 7 -Ij � Alan G. Franklin �� U �A ') Lic. No. 35326 4 cT , ,,j "z > 0 �1� 1_� 1 �) 4� 10-11-19 _�_ - r) I ct5 s11 � -�-, S , �2 �2 - , 5 �? - - z5 1] 2 I 1. - _j o t, > , 0 - In � ' - SCALE: 1" 1 3 Of ?�, �- � - TIJ � � ISSUED: 10/22/2018 REVISIONS: 0.02-08-17, APPROVED BY BOS 0. 06-19-17, MAJOR SPA APPROVED A 0. 06-13-18, MINOR SPA- APPROVED A 1. 10-22-18, MINOR/ARB SUBMISSION 2. 12-17-18, MINOR/ARB SUBMISSION 3. 04-12-19, COUNTY COMMENTS A 4. 06-03-19, CO/OWNER COMMENTS A 5. 0 6-0 7-19, CO/OWN ER COMMENTS ,& 6. 08-08-19, COUNTY COMMENTS & 7. 09-13-19, COUNTY COMMENTS A I SHEET: Z 0 0 =) 13� (n Z 0 0 0� 0 is. Existing Conditions u and Demolition P n < W LU ,& 0 29 7 NOTE: ALL BUILDINGS THAT PAOVINGETE PARKING 5 \ \ NOTE: GUARDRAIL SHALL BE EITHER WOODEN WILL NEED A SPRINKLER r ,• L SETBACK NOTE: REFER TO STRUCTURAL �\ S.I. STOREY STREEGUARD OR A VDOT SYSTEM SHALL REQUIRE AN 22 WALL PACKAGE FOR EACH \ ,� 3�' WEATHERED /COR-TEN (OR BLACK POWDER DUMPSTER A\ 60' 120' COATED GALV. STEEL AT DEVELOPER'S APPROVED FIRE DEPARTMENT ENCLOSURE RETAINING WALL DETAIL AND SECTION SEE SIGHT DISTANCE DISCRETION) GUARDRAIL; SONOTUBE A WALL; TYP. EXHIBIT ON SHEET 23 COORDINATION FOR ANY WOODEN POST MUST CONNECTION PRIOR TO 23 \ .'' TRANSFORMER 0'" 2 p\o \, BE DONE PRIOR TO PLACEMENT OF GEOGRID INSTALLATION PAD "� / , ... BOLLARD; THE GARDEN \� \ EX. CG-9A ASSOCIATED WITH ANY ADJACENT RETAINING TYP. � NOTE: VISIBILITY OF ALL CONCRETE APRON WALLS TO ENSURE STABILITY AND STRUCTURAL 5'REAR PARK �® - 22 POT p \ 5 INTEGRITY IS MAINTAINED, FOR INSTALLATION S.B.L. (SEE NOTE#11} 00 � / �. MECHANICAL EQUIPMENT ASPHALT TO �� \ 16' GRASSPAVE AND/OR DETAILS ON THE S.I. STOREY HVAC 10' REAR BLDG /� ,/ ,' . + PRIVACY CHAINLINK FENCING B s.B.L 3 . -- \ FENCE OR SAFETY FROM THE ENTRANCE REMAIN BETWEEN 2\ins \ GRAVEL EMERGENCY TIMBARRIER-STREETGUARD PRODUCT CONTACT 24 �/ ' �1 FA-2 AND STREET \y \ ACCESS; EASEMENT IS 20' MANUFACTURER AT 888-934-1605 '' RETAINING ® R- R_5', ` RAIL, TYP. K H CORRIDOR (RIO ROAD W.) \C) \ WIDE. SURFACE MUST WALL; TYP. I / �` �° 22 24 \m \ MEET FIRE/RESCUE AND/OR R=10 \, \ SHALL BE ELIMINATED. � E COUNTY MIN. STANDARDS ..� a (1) ONE WAY N40°51'24"E m A 24 cs ' ®� �'r' SIGN (R6-2) NOTE: LOCATION MAY PRIVACY CHAINLINK A0 j A \ 69.58 CHANGE TO A DIFFERENT FENCE/SAFETY RAIL, 5 N21 °54'42"E -�-�" � \ �,,... t \ LOCATION IN THE FUTURE TYP. G P \ �r THESE (5) SPACES ARE �� -�"' �' t FA-2 a L a �' '�\ SEGMENTAL RESERVED TO 90.19 pP�� -, ..� �o \T `� THROUGH THE APPROVAL }� BCJ AR KID x -� IN W G ..�" `-`moo ,L�' OF A MINOR AMENDMENT NOTE: /' '✓ I a RETAIN G ALL RESIDENTS ONLY wo ` '� -� �� s �,0 ° TYP\ ,F \ L F T oN (SEE STRUCT. DWGS) o MOUNT (1) DO NOT \c9° °HAN ICA 2 �' SE_ ARCH) \ �N. \ ,/' ....•• ---- "` v� \ POVINGETE s O�ERLA GRAVEL OR GRASSPAVE ,r ENTER SIGN (R5-1) ON ♦ R=3 j r� I N 7- °+ % o s'sIDEPARKs.B.L. 100 r �� °° 2� LIMITS, T SOUTH SIDE OF a ° R -BQ ° -� 3� , .' , m(SEE NOTE K S. THIS SECTION BETWEEN /' a ° ,t a FA-1 AND FA-2 E /"� LOADING �\ \ \ APARTMENT BLDG. \ PR'OPOS o' sIDE BLDG \ \ T,Y ,�' , , ` R=10 �� 24 SPACE r -•.- MEAB -r s B.L. ,.% 1 \ FOR TYP. 00 ' (SEE NOTE#3) \ PAVERS R-5 � � � .,(� /: 12C tp' ; STEPS/ �� N18049'29"E (SIGNED) � ` DUMPSTER 2' PKG. D cs' / / HANDRAIL lib"8000I OVERHANG; TYP. 6' PKG. CURB CUT FOR DRAINAGE t� ) /'00 CHAINLINK - J' LOT 4A FENCE/SAFETY 10' SIDE BLDG. & PARKK RAIL, TYP. K s. s. L -- 22 o� r�o _. ..� o' SIDE BLDG � PARK. S.B _ L (SEE N r� co . E triigris P N/o$,tiNl TYP. 45.97' WALL; TYP. `- A R=8' 2oiR°p°"'� 13'��� \ ` j GRASSPAVE THIS r �� _ R=5' S`Z i3° p c� i9 SECTION BETWEEN R_5 RETAINING a t =30' rp / "6_"��� , _��Q 6 ��F�o g� • FA-1 AND E \WALL oN i al zo Gs ' 24 k -. PERMEABLE 2 R-10' 74 0 '� ' \ Z� oo o 5 , ECKERSON CT / 18 R-5 PAVERSSTEPS d 1 xOQ \ R=5 2` �. { R=6'---- a l- �d, \ E, SIDEWALK TO BE j R50' R-50' `r o' SIDE PARK s.BL \ CHAINLI FE E 7 - - (LOT s) (SEE NOTE #3) ° I l ; (4)TD. PASS ! , '•. \ 21 ' RELOCATED AS A 0' FRONT PARK S.B.L. (LOT 41 _ � ORS ETY AIL LOT 6 V L PERMEABLE' r � \ y PROPOSED OFF -SITE �a �� TY K H J + PAVER BLOCKS A' - - �, RESULT OF THE NEW PARKING EASEMENT \�y a ® �/ �, 2 24 6 m ; OLID R 15 W ... `''.'' 1 X' TURN LANE. SEE ,,�J"=�� t \ DETAIL FOR DETAILS: f l ! TRANSITION TO VDOT STD. �� TOT LOT D 0- L BANDINE, TYP. - 'j ' I I ° CG-3 AND THICKEN SIDEWALK o \ PROPOSED S 6 4 '37' 13 ,�'� 24 24 I TO 7" AT EMERGENCY BENCH °' D 15 39' I 2 Q o g A HANDICAP TURN AND ACCESS CROSSING o E SIGNS (R7 8) + BENCH U -_ I z ° 7` TAPER 8 22 . ; : (1) R7-8B), TYP. r PERMEABLE6 �ti _-_ +r 2' PKG. oG N -PAVEMENT - - - -(t `VERNANG; % K q GRASS PAVING- TYP. '.. `%� BLDG 8 7 p SAFETY R IL, Q_ / - THESE (7) \ ..� .. .. I ARIIINGjSP CES `1� / /'.+. I TYP. , I i j j j 'r \� A T f R5 I- ! 3 I C ONLY 1'j /'r C 24 \� t ➢ 1 f I �� \ i s I BLOCK 1 t +/- 540 TO i TYP. i I I \ r .„ 25 \ LO x A -!--i �.. 1- - !--:- I--:' 1 i •----1y-----..1- J---I--�-- i-- ---' \ I FLAGPOLE KNOX BOX Q MEDICAL �, j R 32 •. :. k . ,. :., �.. .. :: >.r J •: ' <' • \ \ I__ o t SERVICES OF CD '' WELL �+4 r '- ,y. LOCATION AMERICA h �J CURBING G SUBDIVISION f FOUNTAIN o h I i �`ry 4' ; ({ , - w (SEE ARCH.) ENTRANCE m i rat \ PLAT REV: -�-r a_ 1 HERS ' •. , i9 m' rn v N ®0 ® Now ® ~,, r rr ? .-f p e,, : v EQUIPMENT 6 I \ DB 5051 PG 627 � ' j _ �� BUMPER o FRONT BLDG & PARK P ET I ) SHALL NOT BErq 4 -12' rn ti ` .$ - :j I =• HIGHER THAN PE'C' s.B.L. (SEE NOTE #3) P R A I ER; TY - `', THE SCREEN \ C I e PARKING 6, \ BLOCKS TYP. } , I B PERMEABLE PAVER R 62' :' I ' STETS 1 T 1 g WALLS OR BE 21 OPTIONAL \ --- 22 BLOCKS WITH SOLIDER ". POCKET E MEW h LANs (-_ ) 22 VISIBLE FROM STREET BANDING COURSE TYP. I STOP 21�° I 18' 2 18' 5 12.5' NO LEF % _ SIGN; TYP. I, ®' PARK B LA _ PE THE ENTRANCE \ R=25 ,� D ®® (R1-1) �. AA{ sR I 7YP. TYP. TYP. TURN PED0 i CORRIDOR; TYP. SIGN /a�lllll)w CG- ;[ LOT TYP. 60' \ C 9_'60 �'�- p ' ! STA. 13+36.31 NICHOLS CT = S I R3-2 N I R 20' l STA. 9+90.00 ECKERSON CT, _ 12C I ( ) NG- ° i 2C r =-i 6A--------------R_5'TYP. P'' sBIDEBLDG. 65g _ W .ram- MONUMNENT .� Fp!�T,� L �0 r qp 4 SIDE PARK S.B.L. (SEE NOTE #4) - .a (SEE NOTE #31r 22 ROUTE N 2' I CURBING CD W �LUW . I� i L� Q ' a: WOODEN GUARDRAIL, TYP. SEE NOTE ON THIS SHEET _ 13 �`•/ALL H0r-i-1NL I /r-HV CrC N - ,,. _____ .-�_(.B_1-1) _ -!I 1. • '..I . ` f';;• .. 4' SIDE -PARK ':B_L ( 275.08' INTERFACES, TYP. I ! I 4' FRONT PARK S B L •.'� pR 5' _ 71 4' SIDE PARK S B L (SEE NOTE #4} 0' SIDE BLDG P TJ ' R=15' TOP' I B (SEE NOTE #4} `� + -._ate--- STOP SIGN �, s B L .} TYP. (R1-1) R=25 1 a' PERMEABLE PAVER 13 11 (SEE NOTE93) - ( BUMPER _ (R1-1); TYP z t TYP. < BLOCKS, TYP. R 20' v' r� \ BLOCKS WITH I . 'r R=5' l 5 HIGH BRICK SCREEN 60' ,;� 14 ; BUILDING B ( I ,`� SOLIDER BANDING _ram ARO ND --- TYP I t _ � o W :.°'\ URSE, TDYP.� I MECH. EQUI MENT AREA (} 12 .{ - _ zIo 13 :0 h s " l ' D 4 LU z 6.55 ,,, e THESE (8) PACES W CHAINLINK j ®® .,``.����� I i � u e.\`_� -� I -RESE EDT A BLDG■ FENCE/SAFETY l i �:'•'' BLOCK 5 ®® ,.'�_���) w F ! I "` 1 RAIL, TYP. K i y ®® m W m m•" R 10 T FETY RAIL, RESIDENTSIONLY $$ 1 �` 22 Lo i;' ® CURBING - i w ;..' + + R 3' P. 4 B ON WALL)MOUNTED B a CV 0' REAR BLDG.I ARK a ICY_ 11 BLOCK 2 `� t a'� BLDG 3 -- W S.B.L (LOT 2) '' . >• r ` �.� i MEMORY CARE COURTYARD �� c� . f �n 27 :�• rn o o rn <t I TE #3) HANDICAP d. > r l HANDICAP ' ' ,�, _ � � � -. PER FABLE-.- �� "� � • ,,,'. tl• . -� �? z I� _ °= I W----- P VERS------- ( ) BUMPER SIGNS R7-8 + j l } SIGN; TYP. ° BLOCKS, Q '' _ -_ __ _ '•', cI°° B MPER`s l p " (1) R7-8B) TYP. ■■ l LBLOCK 3 BL CKS TYP _ a g •;.. g l /mom N � � •--c-i •r -� B i`` �A ' r 2 I (2) HA P B SIDE CONCRETE' ' _ ,�' • 2 KNox Box o' .1 > O f 1. I����_�J - „ o NDICA -- N ! R g0 HVAC CONDENSORS WITH PREFAB. I • SIGN (R7-8) + --- (LOT j j PAVING LOCATION -y PERMS BLE--► M �f 7 l I (SEE NOTE #3) i PAVE S r l t ; I CONC. PAD BELOW, TYP. EQUIPMENT I ; (1) R7-8B ° STEPS PS �- (SEE ARCH.) I W l SHALL NOT BE VISIBLE FROM THE r' '--- 28 ba SIDEWALK; .I I TYP. ENTRANCE CORRIDOR; SEE „ { -_ __ 54 21 ,r I I .'•~ - ter' ». ��`` q ARCHITECTURAL PLANS FOR i i - I KX BO6.55 R 3 D'SIDE BLDG.IPARK I j l 21 SCREENING WALL DETAILS `,�_ r I _LOCATIONR 3' -I l s.B.L. (LOT 2} 18 24 16' T l 28.02' 1 24' 1$' - `1 19. (SEE ARCH) �, - RKING° TYP. T P. TYJ) 'H 0' REAR BLDG S-B1- CO l l -- } v �, B MPER, TYP , PAS r; ti 5.0 LOT 3 l t4 \ _.._ + R 5' OOPTINAL III NJill 1 -- SIDEWALK y • s o o ' :✓ r r i i i r rM r� > ESMT- - �:.. 1 � . _. • . :.. .� • . �• �. .::. :.. •..: .... • ... ; . ,•.. ; a • .. . r S46 4918 V1/ 354.45 .. ..• C VI LLE HEALTH AND a'. .:. _ •.' . : :>: r.. ' ...� : "• . . i • �r I LOCATION s REAR PARKS.131. :. ,. BL • � � ••' �' E GRO ND > ... . • •. - >.. ce• • iDB °051, PG � � (LOT 3) •: l ----T-== --- -- -- =---=` "----��--I r--=;-------=-- R32' ) 13 -- -FOR HVAC UNITS. ANY ------------ --------- -------- ASPH 1 b l r r I I 16 I DUMPSTER GUARDRAIL' SEE NOTE THIS ". A REHAB CENTER CONCRETE j j I E P RM ABL (1 R 5 ! I 113 - . � ��F ENC-LOSURE SHEET FOR DETAILS -I P INS" �, l i i ( PA EME T; T P K I i I r I - SHALL NOT BE HIGHER THAN V. cv i CC I pl oz PAVING ! I I 8 I !-I-TYP. i rp THE SCREEN WALLS OR BE 22 0 22 THESE (13) SPACES AdE VISIBLE FROM THE ENTRANCE WHO - - __- RESERVED�E•-B't11LDiNG C ----- -- w CORRIDOR; TYP. DUMPSTER ENCLOSURE 1) ®' _ - VISITORS ONLY (ADJACENT A - SIGNS TO REITERATE) j LO 23 `° 0-- 10 L------- -- ---- 1m l 10' SIDE BLDG. & PARK S.B.L. - l _ ER AR ,�, K ° „ ' S46 49 37 W 439.51 ) WOODEN CHAINLINK � SEE SIGHT DIS ANCE � 6 GUARDRAIL, 22 FENCE/SAFETY -- RES RIPE THESE AREAS TO BLEND EXHIBIT ON SH ET 23 TYP. RAIL, TYP. -- - NEW WORK INTO EXISTING PARKING ,, r v PARKING DATA: TRIP GENERATION: r7F UNIT TYPE # OF UNITS REQUIRED 1 PROVIDED APARTMENTS 2 2 - 3 BEDROOM (2.0 PER -UNIT) 8 16 0 COMMERCIAL (6,840 GSF) 3' 4 0 55 46 TOTAL 8 71 46 UNIT TYPE # OF UNITS REQUIRED 1 PROVIDED APARTMENTS 2 2 - 3 BEDROOM (2.0 PER -UNIT) 8 16 0 COMMERCIAL (6,840 GSF) 3,4 0 55 50 TOTAL 8 71 50 UNIT TYPE # OF UNITS REQUIRED 1 PROVIDED COMMERCIAL (9,274 GSF) 3,4 0 37 20 TOTAL 0 37 20 UNIT TYPE # OF UNITS REQUIRED 1 PROVIDED APARTMENTS 1-BEDROOM (1.5 PER -UNIT) 12 18.0 18 2 BEDROOM (2.0 PER -UNIT) 12 24.0 24 TOTAL 12 42.0 42 / 3 ASSISTED LIVING 5 132 BEDS - 44 44 STAFF - - 50 ADDITIONAL PARKING - - 19 TOTAL 44 113 GRAND TOTAL 6 265 271 1. Guest Spaces are not required for units when parking is grouped together (i.e. Parking Lot condition). 2. Apartment parking to be accommodated in commercial lot as "SHARED PARKING." (1) space for each residential unit in Blocks 1 & 2 will be reserved and signed permanently "FOR RESIDENTIAL USE ONLY." 3. See commercial parking calculations on this page for details. 4. Based on the approved Rezoning (ZMA-2007-04 & ZMA-201600015) a Parking Waiver was granted. This parking waiver allows for a reduction of 41 spaces. 5. The proposed assisted living building assumes 120 bedroom apartments. Equivilent to 132 beds (1 space per 3 beds). Additional apartment and/or beds are permitted provided the minimum parking is provided. Provided spaces also include the assumption of the need for an additional 50-60 spaces to accomodate both staff and visitors. 6. Parking shall be shared between all blocks within the development and with any offsite shared parking agreements. TRIP GENERATION CODE LAND U E AVG. WEEKEND ADJ. STREET PEAKS ADJ. STREET PEAKS SATURDAY SUNDAY 220 APARTMENT 6.65 0.55 0.67 6.39 5.86 40 266 22 26.8 255.6 234.4 230 TOWNHOMES (1 CAR GARAGE) 5.81 0.44 0.52 5.67 4.84 0 0 0.00 0.00 0.00 0.00 262 ASSISTED LN 2.74 0.23 0.37 2.2 2.44 120 328.80 27.60 44.40 264.00 292.80 710 1COMMERCIAL (35,150 GSF) 2.3 11.01/1,000 1.56/1,000 1 1.49/1,000 1 2.46/1,000 1 1.05/1,000 0 1 387 1 55 1 52 1 86 1 37 TOTAL 982 104 124 606 564 RESTRICTIONS/REQUIREMENTS ASSOCIATED WITH THE STANDARDS ABOVE: 1. Based on Institue of Transportation Engineers (ITE Manual), Trip Generation, 7th Ed. 2. Based on the Maximum GSF of Non -Residential Units found in the Block Summary on Sheet 4 in the Application Set (ZMA 201600015). COMMERCIAL PARKING CALCULATIONS: PER BUILDINGS A& B PER BUILDING C FOOTPRINT 7,200 SF FOOTPRINT 4,860 SF COMMERCIAL AREA 14,400 GSF COMMERCIAL AREA 9,720 GSF MINUS PERIMETER WALL 720 GSF MINUS PERIMETER WALL 486 ADJUSTED GSF 13,680 GSF ADJUSTED GSF 9,274 GSF 80% (NET TO GROSS) 10,944 NSF 80% (NET TO GROSS) 7,419 NSF SPACES REQUIRED (1/200 NSF) 55 EA SPACES REQUIRED (1/200 NSF) 37 A6 f LOT /PARKING /BUILDING REGULATIONS: FRONT FRONT SIDE SIDE REAR REAR LOT BUILDING PARKING BUILDING PARKING BUILDING PARKING MIN / MAX BLOCK WIDTH BUILDING SETBACK SETBACK SETBACK SETBACK SETBACK SETBACK STORIES (min.) HEIGHT (min.) (min.) (min.) (min.) (min.) (min.) 1 125' 30' 15, 0' 014 30' 0' 1 /3 65' 11 125' 30' 15, 0' 0' 4 30' 0' 1 /3 65' 111 120' 75' 10, 4 5' 0' 0' 5' 1 /3 65' IV 1 16' 20' 0' 6' 5111 10, 5111 1 /3 65' V 1 50' 70' 0' 10' 10, 12 Y 5' 113 65' RESTRICTIONS / REQUIREMENTS / NOTES ASSOCIATED WITH THE STANDARDS ABOVE: 1. Regulations established above are based upon an Assisted Living Facility development in general accord with ZMA-201600015 "Scenario A" Concept. 2. Refer to the Code of Development in ZMA-201600015 for detail on the Permitted Uses. 3. Buildings will have a 0' setback along interior streets, roads, access easements or lot lines. 4. A4' setback shall be enforced from any interior access easement. 5. Attached units with common walls will have a 0' Side Building Setback. Side Building Setbacks apply to exterior end units. 6. Curb and gutter may fall into all parking setbacks. 7. All roads are private with public access easements as shown over them. 8. Architectural features and overhangs may encroach into Building Setbacks up to four feet (4). 9. Parking setbacks shown are only for parking lots with five (5) or more spaces. 10, Subterranean parking shall not be considered a building story. 11. The turnaround areas, curb and gutter of parking lots in Block IV may encroach into Parking Setbacks but may not be closer than two feet from any exterior parcel boundary. 12. The Side Parking Setback to interior lot lines in Block V is zero feet (0'). SITE PHASING SEQUENCE: 1. SEE SHEET 4A FOR DETAILS. Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 telel 434.631.7607 el steve@edwardsdesignstudio.com www.edwardsdesignstudio.com ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 telel 434.631.6544 el alan@alanfranklinpe.com KEY: _s k '1 Gapp.de`� RoRO n - as Site �- r ONk,n2r r,ra W)o r f ry 0 LL. , M W a"? Q W ■ �� � Z ~® o 1. _ Q) J G '>Z _ 7 W I- t., o = J Z �C J J n C > J c ,I J j J h J J ' J :J s 3. `J a H Op tI� s ��CrW�r4=r- r Jr Steven W. Edwards r Cel-t. No. 0931 F _> 10-11-19 7'E ARC J t! c oil, rH OF l� T 73 Alan G. Franklin J i lic. No. 353-96 10-11-19 10NAL R SCALE: 1" 30' iuo ISSUED: 10/22/2018 REVISIONS: 0. 02-08-17, APPROVED BY BOS 0. 06-19-17, MAJOR SPA APPROVED A 0. 06-13-18, MINOR SPA- APPROVED 0 1. 10-22-18, MINOR/ARBSUBMISSION 2.12-17-18, MINOR/ARBSUBMISSION 3.04-12-19, COUNTY COMMENTS Q 4. 06-03-19, CO/OWNER COMMENTS 0 5. 06-07-19, CO/OWNER COMMENTS 0 6. 08-08-19, COUNTY COMMENTS 0 7. 09-13-19, COUNTY COMMENTS SHEET: z O 1•= z O O u_ W Layout Plan W OF 29 ■ C'VI LLE HEALTH AND '1 LP LO N Q 0 .00 r THE GARDEN \ 0 15' 30' 60' 120' SPOT r 0 \ \ PHASE 4 OPEN SPACE/COMMON USE FOR COMMUNITY RESIDENTS PHASING LIMITS, TYP. V%" - - �III�I�I 4�li�l�l� I�• SON ® 0 0® 0 0mmmmo:# 0 0® 0 0® 0 0 0 0® 0 0® 0 0 r 0 0® 0 0 SITE PHASING SEQUENCE: 1. CONSTRUCTION IS NOT INTENDED TO DEVELOP ALL AT ONCE BUT RATHER IN PHASES. THE PHASES INDICATED MAY BE REARRANGED AFTER PHASE 1 AND NOT DONE SEQUENTIALLY TO MEET THE APPROPRIATE CONSTRUCTION ACTIVITIES. PHASING IS TO ENABLE THE DEVELOPER TO BOND ONLY THOSE PORTIONS OF THE PARTICULAR PHASE UNDER CONSTRUCTION AT ANY GIVEN TIME AND TO PERMIT INCREMENTAL RELEASE OF BONDS ONCE COMPLETED. 2. THERE WILL BE NO MORE THAN EIGHT (8) PHASES. PHASES MAY BE BROKEN DOWN INTO SUB -PHASES AT ANY TIME AND AT THE OWNER'S DISCRETION. 111 t 000 RD ROUTE 65 '1{ 1 l l l I i i I N l l l, { l I I l --i rn l W l I W (Ji l I I = rn a � 1 I I l mm 1 1 1 I l l I A( t PHASE 4 INCLUDES: M ALL IMPROVEMENTS ASSOCIATED WITH THE APARTMENT AND ECKERSON COURT. MEMORIAL PARK IN POCKET PARK A MAY BE ALLOWED TO MOVE INTO A LATTER PHASE AT OWNER'S DISCRETION. SWM POND MAY BE INSTALLED SOONER AT OWNER'S DISCRETION IF NEEDED. _ _ ,. ,� Al _%� 'A, ,,� ,& ,L. , - ., — w r► PHASE 5 INCLUDES: 3. THE OWNER SHALL MAINTAIN A RUNNING TALLY OF WHICH LOTS/UNITS QUALIFY AS "AFFORDABLE" IN ACCORDANCE WITH THE APPROVED PROFFERS. SEE SHEET 2 FOR THE APPROVED PROFFERS. THIS TALLY SHALL BE SUBMITTED TO THE ALL IMPROVEMENTS ASSOCIATED WITH BUILDING A. COUNTY AT THE BEGINNING OF EACH NEW PHASE OR BUILDING PERMIT REQUEST. PHASE1INCLUDES: ALL IMPROVEMENTS ALONG W. RIO ROAD AND NICHOLS COURT. LIMIT OF PHASE EXTENDS TO THE BACK OF SIDEWALK, BACK OF CURB, ADA CURB TRANSITIONS AND CURB RADII INTO PARKING LOTS. THE EMERGENCY ACCESS SHALL BE INSTALLED BEFORE A CERTIFICATE OF OCCUPANCY IS GRANTED ON BUILDING D. LANDSCAPING AND UTILITY IMPROVEMENTS ALONG W. RIO ROAD ARE ALSO INCLUDED BUT MAY BE ALLOWED TO MOVE INTO A LATTER PHASE IF CONSTRUCTION SEQUENCING WARRANTS THE NEED. NOT INCLUDED IS THE SIDEWALK ALONG NICHOLS COURT ADJACENT TO BUILDINGS A & B, SIGNAGE, FLAGPOLE, LANDSCAPING IN INTERIOR ISLANDS (WHICH WILL BE INSTALLED AS ANY ADJACENT BUILDING IS COMPLETED). PHASE 2 INCL ALL IMPROVEMENTS ASSOCIATED WITH BUILDING D AND THE EMERGENCY ACCESS. NOT INCLUDED IS ANY PEDESTRIAN ACCESS INTO BUILDING C FROM PARKING ON LOT 5. _ 10. PHASE 3 INCLUDES: ALL IMPROVEMENTS ASSOCIATED WITH BUILDING C. PHASE 6 INCLUDES: ALL IMPROVEMENTS ASSOCIATED WITH BUILDING B AND THE INTERCONNECTIVITY ACCESS TO BERKMAR CROSSING. ANY AND ALL POSTPONED SITE ELEMENTS (I.E. MEMORIAL PARK, LANDSCAPING, FLAGPOLE, SIDEWALKS, ETC.) e Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 telel 434.531.7507 el steve@edwardsdesignstudio.com www.edmrdsdesignstudio.com ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 telel 434.531.6544 el alan@alanfranklinpe.com KEY: D 1 ' Ga�dert Rya .� H r / J r 3 Site ' � �QelkrpaF� C R{HS�ipfj _ - ..., - .. , Q J_ 1� W , ` J I� J 1 z_ :] JJ 1J W o Iv r no i, IC +J T �LTH OR tI Z" h°73 Steven W Edwards t" Cert. No. 0931 ;J rid 10-11-19 n J' �3 J .i! j r� H OF L1 `til J n = Alan G. Franklin 7r Lc. No. 35326 10-11-19 (U J SIDNAL J J J SCALE: 1" 30' ISSUED: 10/22/2018 REVISIONS: 0. 02-08-17, APPROVED BY BOS A 0. 06-19-17, MAJOR SPA APPROVED 0. 06-13-18, MINOR SPA- APPROVED A 1. 10-22-18, MINOR/ARBSUBMISSION 2.12-17-18, MINOR/ARBSUBMISSION 3. 04-12-19, COUNTY COMMENTS QQ 4. 06-03-19, CO/OWNER COMMENTS Q 5. 06-07-19, CO/OWNER COMMENTS a 6. 08-08-19, COUNTY COMMENTS 0 7. 09-13-19, COUNTY COMMENTS A SHEET: Z O h N Z O U IY O ur 0 W Phasing Plan W OF 29 L a w 9 0) N 01) O r r7/ / / /- - ;-, - I - / / FREESTANDING '/ --" \ N I . I il, � '' \ \ bo = //� �� / / , -_, /, �. _.-- /1P / / RETAINING�cvALL.I v NOTE: CONTRACTOR SHALL FOLLOW ALL THE RECOMMENDATIONS OF c) 1 \ \ ` l NOTE: ALL RAMPS AND / `S � � Q F -THE ARBORIST TO ENSURE THE SURVIVAL OF THE TREES BEING ,; \ \ STEPS SHALL HAVE /'� TW 574,00 /' N \ / r BW569.00 / W574.00 •_.r. '� PRESERVED. CONTRACTOR WILL BE HELD ACCOUNTABLE FOR ANY `''L1 \ \ HANDRAILS WHERE * �� F / _, i' /' 0 15' 30 / �-60- ram} 120' �' /' ' � 1 A \ \ NECESSARY 1� l / ,/ --- i W 56 _ TREE DAMAGE RESULTING FROM THEIR, OR THEIR SUB -CONTRACTOR'S \ \ \ \ / 0 ( � �' CATCH avNsr ours AND ROUTE 1�1�, �� ACTIONS .CONTRACTOR SHALL BE SUBJECT TO FINES FOR DAMAGES A A ./ / Rd0 DRAINAGE TO FILTERRA r.. 1 ,' / ) .. -- PavEMEIevTE AS OUTLINED IN THESE PLANS. ALL DAMAGES WILL BE DETERMINED �� `1° \\ \ -� /� \ / / '' UNIT VIA 6"PVC ROOF DRAIN r ^ F \ il - /�- / -%-\ / / / \ \`- O ;, -' '�'" ATTACHED TO BUILDING WALL - ' �. ;'I ""° -', > `j uNDERDRA N Y ARBORIST .SEE SHEET fi CONSERVATION PLAN FOR ADDITIONAL �`-�• \ ' �` \ / r. �, I / / PASS 6" U ERDRAIN ,/ / / X TW574a0 INFORMATION. �. � `� �� A \ � l , / / / / .��/ �/ 4 FROM P MEABLE BW 571.00 / � f - -7 ' r / / ` ` ® PAV ENT UNDER - `\ \ _ 1 \ �' � �__ _.__ � 1 v v ,' / �, g LDG (SOLID PVC) , -= f THE GARDEN � '� - o 4, _ 11 ,--11 "` 1 �� / I APPROXIMATE INV T OF ROOF /• �.' � ��„3.2$ > ��� TV1576.00 1 g \ I-' � - DRAIN AT BUILDI CORNER TW 574 00 _ 0 8" ACO K200 KeASSIK % BW 573 75 ___ T „) \ \.• \ \ ,,� , .� / 1 572 50 BW 569 P10 j TRENCH D AIN - .00 � � %` r N/ "'� � \ -- EMERGE CY S LIMITS r ( } � f 573,00; AT &no s �� Y - _-- _ - rS` , , r E r ?C i / ACCESS / 0 ( , BE LAWN INEORCED WITH T ! I SEGMENTAL i ,�_, r,NO G C) `� - - 1 GRASSF?AV TC?,AVOID - - _. - RETAINI G AIL 6` �; ( 30 �, . ,_ �f - , ' 4, C• --.,./ .' ,� / ��/ �g ��� , �� \ Fi1'PEAR1'NG S DEDICATED --_ _� �' . °', / / / ,10' j �p " r► 2ti� �,E" I O�E� __ v J� \Y 4 w 1 �., INGRESSiEG SS, LOCATION TO ........ ... ! / / / I� M� R� / O� g s-S -- BE`DETERMI D BY FIRE `- - �_ \ ``�.' ;.' ,4. �: / ,'^-'"r" � / TW 574.00 r 1 G� .�'�G�� O��1�4O-(�O `i C3 ----'� -,-yam �� , - ccs. \ , 1 � � m � �r1ARSHALL, # � % B 568 00 25 I r1., p, � DAYLIGHT r ,'`. ` vI ' �� ' 11 I M� 5p RM BC79.15 TVb 5:78.60 �. v rw \ `' - ' / °!° P CO - DOWNSPOUTS , ;' / ♦ % /APPROXIMATE LIMITS ��:, 00 �E TC�9.65 `� 1 - . % «, •� P ,gyp ADA / �l `, W 576.25 __- o „\ ♦ � ,/ TREE SAVED ARE TYP 6' CURB . ~ a /�C� 5 ` 6" PAVER UNDERDRAIN, TYP - __ 1'` �, ' = - 1 ,. �/ � C' .1 i, p� 9 RAMP DOOR .: ;' - ".I �", EX DI- � % CUT-5 72., o �� --. � O➢" . _.<, TO ST INLETS TYP. - ,/ ,.,..- _ ,, 1 A � , . _+- � 1 `�. \ \ ,"_', �/ ' I / �- �` 1 `� v� OF - t .• �. TIE ORM ,- * ,/ � Ct0 RIM 5 .80 % ,f .• ° O BC78.65 p _ T 77.00 69 Y _ 1L IN INV. 1-1 1 544.67 p %i / NOTE. - TC78.65 /. �� - 1-1 -.-_. BW 74.50 ,� 4 � � INV OUT 544.47 -''. .' r -� �0 ALL RAP TO BE "BARGE CHA ET DOOR A ' • . ,r► -� 00 . `' •� - 1 V 1 PROF P, TYP -� f FROM CHAR_ES LUCK STON �°' I \ 3 �. `� / %CENTER IN BULK QUANTI r % �;_ J 4Ai'LIGHT i T79 75 L / 4A C 70 F ESTA G / �� � r` 1/Vl L a , \ / / 0 0�I° oo ,` DOWNSPOUTS a ,r / BS 57g.00 l ''.,_. TW 579.00 - - v A /1-1 -- EXISTING 20 DRAINAGE / '� 2 / / „( . , _.> / 573.50 72. r p_ �� ® o 7g.j 7 R ERS BW 578.00 Z __ ' - 2 ,� t o `'` r /' c� ) . '; --•ter : + , ,.. 1 0 � �" ; ", A EA5 MENT, �� % / ;l�-='I' � ��3' �.- I ��� 1 � o __ � �' \ ;A "`I k I I � 1, DF3931 434A E r �' ,, PERMEABLE . ! ,� a �. ( ) / PROP _D / , - r g I _ . , 00 / 1 ,f'� - .�' 7$.99 5 d��� I /� � i PA�fEMF,N'i� ,, , _ 7. f�- ',, 76'S5 ��•'' ,,•+ -�-_ � -' ,. / / `.,• `� / 5WM/MAINTENANCE , 4 -- = - - ca 1 / EA EMENT TYP Z i UN rRDRAI (, - \ � ''�/jI----,-- -- / / `�-. ♦ ` ! / , . o a S ^•b � � / c` a_ i' ' _ . f � , � ./ i Imo- 0 ' ' / � / / // SD - /r \.\ '� LD,� /\ �`�, � / / . 6" PAVER UNDERDRArN, TY 571 ,t' R TAININ ALL / G4 _ _ 0 ' / .\ \ /� TIE TO ST M INLETS, TY Oo °r •,,, a ', ` ' 4-11 y0 / �r/% � C _ � 79 50' � ♦ ( _ ` � L ' Al 2 / / 7w / {I k O PR OS D DRAINA _ .� 4 r x \ k 5 d '' C�4 � 1 �/ �"' - E " _ -'-- G o o ` ,�, - )- O � "� % " `' \ ` I �° % -- O �,' 5 0 5z 'Y1 TS 56 a4 Raj EASEMENT, TYP ;/ �r �, 1 / RETAIN\ '_ } - - Q- �r 1 \ FABLE / P M T, € \` O WAT L C �, ` - \• <�� Sy ~• i AN AVE 1ENT r ♦ ;. _ - / _= I, CO h� o✓ °} 00 `. 1 ,. ", (-., 576. AE Y _N1� �_ A - y 1 82 0 BS 5 Od r$W OQ o ,_ / / �',, - . ' ry{" ,1 (4) 6' RT 8 a ftA - 0 - _ , w - 71 _, _ _ _ _ n - - r AI_ BC77.50 / .T 0'0 -..r-PERM ABFE-.- 1 /`. - Q � \ :: / / ,. ^r^1 a ^ ^ (^X.. ^X^Y.. .ti a�. n1_ ^X^ y_ . _ a ^ ^ --1.^C^Y^[^,t^1^ ^X^a^y^X..y^X^ ..�^ ^z^, \ \ F (" ( ,Y' i` \ l > .� / 1 - x - \ ` � BW, 7 .00 _.. PAV _NT �� _I r TH= 57 .96 ^; ��b / �`�.; \ \e ? ) � I `�-` 5D CC4 °53 L ,.,m^"E.� 6e� S TRANSITION DOT STD. G 3 AND \ _ I 72.33 TS 571 0 1, ., I79,26 1IERMEABLF-.-- I F2 -..-PERMEABLE / i" - -_ `' Y. BS 565.80 \ FOR TURN LAN H TALLATION ,\ ° / B 2 00 /, I -� o / r.I� B 580,00 THICKEN SID LK TO T � ! I 4 ( a 4 �� 4 `. / I PAVEMENT { PAVEMENT _ EMERGENCY C_ SCR SSING 7 Q _--_ _ ____ ____._--- - y (12) 6" R STEPS - ` 1� SSE MAI�ITENA(� OF TRAFFIC .� / p L _ _r - - _ _ - _ _ .- �. N_ . _ TW5$2A - / 2 �. I ! ,, PLAN ON,SHEET YP '� �z =; � _,,.._ ,�'_. 578.0 \ / _ 1TS 565.40 YW / d - _... _ a _ _. - '°".- �,d BS 563.90 66.59 T 1 ' ` 6 :25 11 .>" �. .� k , ! h . n , , I o 'ap -::>,� •. ° . as „ ------ -..__ --.___ __` - „ --�" '. i mod. ` . \ /1 ° ° $ aGSA W L. C -- - - - - - -- - ! -- '- - A , 3 6 R ST P5 / I v FREEST NG/`'' ( ) y ­­-Ti fV 1�- f , -- t--- ! A, tit -- -- +�� �J _; -�;;;, W o , - \ - _ s rCRa 44 \ cP� : / L % v �'- s m `` " ` , VGraBzz00_ THE TO EeF \• . C IANN�I -DRAT RETAINI WALL - �_. 7 T5 563.84 O \ \ ! a 'y .--�"'- /� /-I ` BW582. 0 `T�RERED \ A ''BfiS7F I BS 56 .34 `',. 1 :r f - /' .. - j d / - r - P E TWA_L 7 6" R STEPS �ila 111 PAVER UND_RDRAIN, TYP i 1 ," _ , � S :` 2.0 /o L / r3 . - TW580,00 ` I TIE TO STORM INLETS, TYP / v T 93 T 81,20 / r„ I r /� 66. 1 - / _ �„ f / � :, A,. ,., �. �� :ems � � ! . I ^ � r TIE TO EXISTING` / BW57a.0 I ,.-- `" ^ /' ' �I It ' SIDEWALK, ss - m- a 1 I �,. I _ r TYP C2 k $0.51 79.78 _D6-31. / v ., �,' EQP OF Rio A ::, 1 I � ,/ ,r - Y EX DI-2A % ! I Z -"`"~ • __ - - - - �� - -- - - -- -- -- 83 91" �� .: C >' `,. �° .03 0 T PICAL ::E / / ..�Lj - .` - - - :. - ' o S 4 p T 578 00 I I 1 �7 S ,vim , ,: .} . 1... .. .. . a .. .: .' .' . a it %T~ v �' : �•' s.9s . - - v `~� C 1: ° • -Y : ._..' p'. Y - W57425 FI - 5 �•,. �� ' , N - -- - --I- 2ND 73.00 .. . 3 c1 ` TW582. -1� � _' / , �` 11V OUT 539.34 � s 1 ,�%X , ! ! , 15T FI 560.00 'x' _ / SD WN1 / f HVAC UNITS; TYP ':_ '~``Z� ' �BW5t 0 , ' 1 f i ! OP OF / I _ �,\ 5E.2 e t'r fl• f _ __ --_- ..-_ - : • RO RAINS TO l } ;. In, .�.-� -- --- .• -• :. \'' "xJ f. i- PERGOLAS a` O D - 1 �I ,,, 4,33 Qs os �s ® �IM V: tl � �90.00+/ , .• !STORM y. �f!f \ �- 4 t ` . l / II _ �( ,j ( / -t TS 579 74 0 "�. i TS 57 50 _ , 1 ,' \ TES' r I. r I 1 584.6� I +� Y s 583 = `: B5 578.24 .'� t - r ` 1 • U HVAC UNITS I _ N �I BS 57 50 ' 1 f $ B ` 82.55 - NOTE. ALL SPOT �Y o [ of i N (3 6 �; STEPS"'' - - , 1'�� I � /� " i (' / o T m Q .o s - ) (2) 6" R STEPS I I (4) 6.25"' 1 % ELEVATIONS ACRE AT WITH PR�AB. •'. } I }� r TS 577.95 I _ 1 y r f ST�PS ., - - °. ,%_>;011G� PAD ! U 30 14, I; s' BS 576.87 r. - - T T g 3 I / I ! I BOTTOM-� CURB o } �- I r' / 5 3\ BELOW, TYP } �_,L;.y I I ..`., .t 84,96 J / .,•,•• ..' - rJ '�_ I cn ! I - VARIABLE F R STEPS I ... TS 569.64 TS 56 .45 ' SD ' 6Q,86) W, I 0,0) ; I - - / --•.�' I U --- I -- / ----I. B5 566 4 TW 6 5 �i ` I / 1 ¢ I I - WIDTH ACCE 5 c BS 559.76 4-2 / >I i I TV 81.00 I l A E i - - �° • I I ¢ � �r � j � (6) 6" r� STEPS � / R BVV578.00 i - - .`? `' 11 i I Q M N)MENT I 1 U co (3) R STEPS I I -. COURTYARD DRAIN / �. :':� I ¢ SI; l�(- ! E SEM NT -SD- / - 560_( �� ! I I , -' R17 >> _ yl;� (� STRUCTURES BY OTHER, I I k 0 i $ - __ __1. F - `--- 15 6-2p $a.84 TYP / , I `P `� I I - - 577.67 570.36 EX DI 2C / I - r T 578.I .1 -� w- - - - � . / '' j S � U-r � . 59 69 1 RIM 55 54 i f .. ; i"" B 577. - r f In1V IN�47.63 � r f I I� i' 84.96 $4.96 / �' I i ------------ • ' 82.96 / / � ' , - ` q r TW578.00 , D . _ ' , lNV. OU 547.39 r .. x I ' f v _ { - 8a 96 �' ��D BW574 00 ! f I I. D 11 1,74% 0 3D `. r a f �c / r, '` - �- 84.96 t� I 'I I ' -o _�, F2-2 0 - _�- - 1 ) !f �_\ _- <- -� _ I / / + TW 78 0b ss 1' _- I -; I Z r -, -T 6-1 m / n 1 / . i .� A6 30.FLA LE I I 9 � V.• .> ... 4f00 BW 7600 � A'SEWER /( I r k s ,,.. -�V]° - f' i)I A5 - cis 84.9 _ _ TS 7� 0 ' : I i �I .� I NOTE, SPOTS SHOWN IN$rrJi !.1 /SE � '� Bs 7 . - t ;, i � COURTYARDS R�LA / 84.96 ,. „ r r �., - �.. URT _ ,f--• ._.. _,,. _ _. ,,� � I + __ - : , O I / C3 ti �} �- �;-- --- -- R�uT E OVE RCP U ! -aI :'� ENTRY POINTS IN �p �, z _ INTERIOR AS TED F, _; _ I m I /?_ w V. NOT .ALL RAMPS AND F PLAINS _ ..� _ 5594 !( % ` cn, ARCHITECTURE _E P,. . , SD ST RfUI Pi P. , -U) .• LIVING COURV ARD F - D6 a 1 -rw ,gig. - � STEPS SHALL HAVE F DETAIL YP -� 7 I / - - - - - I _ • ; r D __ - ' D t THI AREA w ¢ ® HA DRAILS WHERE u `� -- ._ Y P I ( ° " Ql sD B 580 00 , • ; .:.. 5 IO STF�' 6T f� I ,, Il ;- '_ ­ - _­_ It NEESSARY - - - --- ��;ii F2 3 -- . I _> I -� V D T I D I 71VI f / I / I c01 �' r a r - - I _ ON 18 RAP 4 / BW578,$5---------- - -- B 9.0 / / ' "` I o 0% �� ;° 0 { I M 57.88 . , I I f t / Sp I .. --- 8j HDPE/PVC RCOFDR IN _. - I \ TW581.50 .CD". TF 5�2 96 F ° I iP 00 \ i VARIAB E. 1 { It i' : : I N 54.00 i i o 1.00%MIN,, TYP I 5 00 BVV576.62 + y- �__ _ - _ 2 r J ( FR STA DING/ y- ID - - _- :, V1 I v QGE 1 ` 1 32 ►" WIDTH /� TS 569.55� I 559.35 ' - �, '�N G D I % TW582.50 5 ESMT ,�5 '= !rV V. iT 553.3± ) 4_1" - ) I ,RETAINING WALE 1 ACCES I BS 566.55 559. 5 CO11 ;; �' - - - - I �... _ .' 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SEE \ _' _-._�_ _ INSTgI�L�D ON TOPI.I LS-30" OR- "'� I -�.- / ! ,'' % EASEMENT -I--- WALL DRAWINGS FOR DETAILS G EAT R FRO LC1 4F S ADE- -- --=„"_` - -' ==" -- `-- -- -- / (EXISTING) I J� i " _� �. ! _, I h �� - �_ ' � _!3 E� SIT -- -, s� � - / / / _ S D -�\ ` -_ �' EX Dl B 14' L I .`� ' y --IN .-- - __ y f- _- - --- . _ --- - 1 - -I -� �' / �/ • - - -�ETAI Ql rA#G �`dACL �.._. ___- $3 / 1 r / i 2 \ I , 54,5 94 11 "' �` �! ��,/� --- -- �-- -560 �`./' _- / I BERKMAR �ONSTRUCTMHO)/ - \ I ,� `- � __ •., r-- /' �. v` Ss y -- -- -I _ �Tue v v �/ � I -_. , APPROXIMATE LIMTfS OF _ ���I//-', -- / Q -- -.- ---.� _ �,�... _:. __ ._:� , \ Al � -� - _. I I CROSSING 3B (4) -,.�-- 2�" RIP TREE SAVED AREAS, TY �� ! , .r,_. ----� _ - \ {T, �`.i. / I J I545.56 'so u� S7 NNN J ``'° Lam- I 574 j J - --- - / - - -I _ �InLV OUT 541, a Al f , Ali I `', �``. EX. DI_ �, - . �" I e �' o I I RIM 550.11 I _ �, E SDMH , I 1NV. !N 544.32 I �- ( X. 18" R P -'' -- ' 1Y . ,, YA Cn / I I / - % v� R{M 346.14 I ✓ lNV. OUT 544.32 �I nj _ RESIDENTIAL.-- z�! I V / m c� I V $39.04 _ 1 I ---- '� RIM 54; / 3.21 W , - s �_ INV IN .V EX. SMH BRKMRCR-1 2 + �� \ INV OUT 537.32 RIM 549.27 -- I -- co M I �,� E . 546.92 / EX SDMH �`' , I I I INV IN 542.75 I ll ln1V OUT 541.29 1� EX >� 1 RIM 543.05 _-_ ` 4, 1 ! } �X. 8"PVC INV IN 542.5± I :_ -- i, INV OUT 542.32 INV IN 537.66 ` 11 ""� 4 I NV OUT 537I , I j1.11 1 ,� A , \�11. © WALL DATA: WALL MAX HT. WALL MAX HT. Al 6' C 10, A2 8' C 1 5' A3 4' C 3 3' A4 4' A5 6' D1 6' A6 3' D2 6' B 1 4' El 6' B2 4' E2 - 5' -- - B 3 4' Note: Wall heights may vary. Final engineered, drawings will be developed prior to permitting. NOTE: FOR ADDITIONAL DETAIL AND INFORMATION REGARDING THE PROTECTION METHODS OF THE EXISTING TREES SEE SHEET 6, TITLED CONS ERVATION PLAN . Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 telel 434.631.7507 el steve@edwardsdesignstudio.com www.edwardsdesignstudio.com ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 telel 434.531.5544 el alan@alanfranklinpe.com KEY:, - 1 N 1. 2 3'J 4 , - - ___ 4 � - - _ Gail h Ram - ` 1-1 - -- 4 - l._ Site 6wkmar r grbsf, g - - � ,, 'ji- :, , at-, - of VA _ �k', �� 1 , _ -, _ -- -` �° _ - - - ry 0 LL M � z �Z LU -0) ❑ 3, LU ■ �I. � :E (1) Z I-'. 'Z._' � O I2 ■fie Li- (1) ,j ,s i_ J '.►+. W ) M �, I- �, vJ f'1 ♦ a ., 0 V„J ( _21 , o "O �7 JI Zh J U) J l _j 2E �_j J Il s, 11 -0 n c-:3 Ij - ­3r -j-j QI J J c a J = -11 J) O - I C11 n J JJ UO ,�-G- H e-.-' _ Steven W. Edwards r I t11 " Cert. No. 0931 F" J r 17 U - 10-11-19 � h Q I-Pl J _., P L �� l "A �fj �> E A , r ";, J, b} n- � I , r jH 0 dIX,` ( J , c �_ n r y/ L 3� r - Alan G. Franklin � �, Lic. No. 35326 W ' I ) 10-11-19 �j G� J' j • J 1 �7ONAL J J SCALE: I" 30' � L, ISSUED: 10/22/2018 ti 1) REVISIONS: 0. 02-08-17, APPROVED BY BOS 0. 06-19-17, MAJOR SPA APPROVED A 0. 06-13-18, MINOR SPA- APPROVED 0 1. 10-22-18, MINOR/ARBSUBMISSION 2. 12-17-18, MINOR/ARBSUBMISSION 3. 04-12-19, COUNTY COMMENTS A 4. 06-03-19, CO/OWNER COMMENTS , 5. 06-07-19, CO/OWNER COMMENTS 0 6. 08-08-19, COUNTY COMMENTS A 7. 09-13-19, COUNTY COMMENTS 0 SHEET: z 0 Iiiiii li- U) z 0 U 0 U_ 0 u.l Grading Plan W A uj OF29 e ' 00 NOTE: CONTRACTOR SHALL FOLLOW ALL THE f 0 % RECOMMENDATIONS OF THE ARBORIST TO ENSURE l ♦ \ % ° THE SURVIVAL OF THE TREES BEING PRESERVED. s. CONTRACTOR WILL BE HELD ACCOUNTABLE FOR °� �C, \ �� / _ 0* f° ANY TREE DAMAGE RESULTING FROM THEIR, OR THEIR SUB -CONTRACTOR'S ACTIONS. CONTRACTOR / / ♦ / / / / / r r SHALL BE SUBJECT TO FINES FOR DAMAGES AS00 ,' ( / / / • '� OUTLINED IN THESE PLANS. ALL DAMAGES WILL BE f i % / / APPROXIMATE DETERMINED BY ARBORIST. SEE SHEET G, j / -- _. '•• / / / OF TREE SAVE / _ CONSERVATION PLAN, FOR ADDITIONAL f < / ` ' ,.• f ,/ I AREAS; Z.P. / ,-' J INFORMATION. --i �. ¢ + r 1 / i S •• sCo �. r; CQ. - 'L01 104 J 1WOOS 8 r - �`�• 1 1`0 ADJUST'TREE PROTECTION 7 _ 1 EPdONG TO ACCOMMODA 21 SITE PLAN MODIFICATIS- = Q 1( i' s' ` m TYP. i, / / / /` / �-.�-•-- �'-.,• _.--• /.- �„�... � ! ,. / •� c � • / � °tiros _ ,: • = 5. 110. /BLQGm CONSERVATION PLAN CHECKLIST: _ _ _ ar/ / ,/ 584 � �a � � �+ , `� ay L 1 % 1 (HANDBOOK, PP 111-284 - 111-297 FOR COMPLETE SPECIFICATIONS) 1. THE FOLLOWING ITEMS SHALL BE SHOWN ON THE PLAN: TREES TO BE SAVED; LIMITS OF CLEARING (OUTSIDED DRIP LINE OF TREES TO BE SAVED)�� LOCATIONS AND TYPE OF _ �'••` / /' / 1 _ � � i� /;; / l PROTECTIVE FENCING' GRADE CHANGES REQUIRING TREE WELLS OR WALLS, PROPOSED I / ' 30 TRENCHING OR TUNNELING BEYOND THE LIMITS OF CLEARING; / ( f '' / • / / J \ 3 _— I / N� 2. MARKINGS: 1 - 1 ALL TREES TO BE SAVED SHALL BE MARKED WITH PRINT OR RIBBON AT A HEIGHT CLEARLY1 A VISIBLE APPVDS.OGGRDIGH GIN UNTIL THE TREE MARKING HAS BEEN INSPECTEDND APPROVED NSHALL T rrc- 3. PRE -CONSTRUCTION CONFERENCE: 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: SUCH DEVICES SHALL NOT ADVERSELY AFFECT TREES TO BE SAVED, 6. FIRES: FIRES ARE NOT PERMITTED WITHIN 100 FEET OF THE DRIPLINE OF TREES TO BE SAVED. 7. TOXIC MATERIALS: TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE DRIPLINE OF TREES TO BE SAVED. 8. PROTECTIVE FENCING: TREES TO BE SAVED WITHIN 40 FEET OF A PROPOSED BUILDING OR GRADING ACTIVITY SHALL BE PROTECTED BY FENCING. FENCING SHALL BE INSPECTED AND APPROVED BY A COUNTY INSPECTOR PRIOR TO GRADING OR CONSTRUCTION. 9. TREE WELLS: WHEN THE GROUND LEVEL MUST BE RAISED WITHIN THE DRIPLINE OF A TREE TO BE SAVED. A TREE WELL SHALL BE PROVIDED; AND A CONSTRUCTION DETAIL SUBMITED FOR APPROVAL. 10. TREE WALLS: WHEN THE GROUND LEVEL MUST BE LOWERED WITHIN THE DRIPLINE OF A TREE TO BE SAVED. A TREE WELL SHALL BE PROVIDED; AND A CONSTRUCTION DETAIL SUBMITTED FOR APPROVAL. 11. TRENCHING AND TUNNELING: 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 THE PREFERRED ALTERNATIVE WHEN IT IS ANTICIPATED THAT TRENCHING WOULD SIGNIFICANTLY DAMAGE FEEDER ROOTS. 12. CLEANUP: PROTECTIVE FENCING SHALL BE THE LAST ITEM REMOVED DURING THE FINAL CLEANUP. 13. DAMAGED TREES: DAMAGED TREES SHALL BE TREATED IMMEDIATELY BY PRUNING, FERTILIZATION OR OTHER METHODS RECOMMENDED BY AN ARBORIST. NOTE: IT IS THE DEVELOPERS RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER'S SIGNATURE CONTRACT PURCHASER SIGNATURE / `y. •.d., I 1 e i 1f f TP nA N106A�S � ulRT vv vv r vv N f .f f BUILDING D f y. 32 P� 1 1 I r c - l a �. ems. •. ( I I /� / ,• �• +' y• I ,g i r dl' 1 .r \ - BLDG. C 1 00 1,7 . Ic \ ..+• `-` " fir^ -- '•'''t '':-r•. — — — — — — _ 58Ll _ - - s , ,.SIDEWALK; _ - _ _ -- _ • �- - - APPROXIMATE LIMITS OF TYP. + '� f /'/ ---TREE SAVED AREAS; TYP. o - - - - _ "2 - �' KEY , - --- � � ✓ 'owl � . 1 e � 1 1 1 � f f / I TREE PROTECTION FENCING- SEE DETAIL BELOW 584_ --- ---- --- _ _x - TP TP TP r TREE TRUNK ARMORING- SEE DETAIL BELOW TA U 11 6/13/2017 DATE DATE 10' Id 10, 11 Tvn T/1170A11 r`llRIRIC!"`TI/"1R1 BALL POST CAP POST BAND DRAW BAR (114" X 3/4") 2 1 /2" ODTER M I NAL POST AT ALL CORNERS AND INTERSECTIONS 2"X2"X9" GA. FABRIC KNUCKLED TOP & BOTTOM 3/8" TRUSS ROD AT ALL CORNERS AND INTERSECTIONS WITH TURNBUCKLE OPTIONAL: 7 GA. BOTTOM TENSION WIRE OR 1 5/8" PIPE; SECURE FABRIC TO PIPE WITH 9 GA. TIE WIRE EV. FRONT ELEVATION TYP. LINE POST TYP. CORNER POST 24" O.C. FOOTING FOOTING A TEMPORARY CHAIN -LINK FENCE , 6 ) ELEVATION, PERSPECTIVE PIPE SPACIN 2"X211X9" GA. FABRIC CHAIN -LINK FENCING ?" O.D. LINE POST SLEEVED IN 2 1/4"X24" ]IA PIPE; FOR END POST SLEEVE IN 2 3/4"X24" DIA PIPE; TYP, HIRE TO SECURE CHAIN -LINK FENCE TO DOST RIPE SLEEVE; TYP =INISHED GRADE __CTIVE NOTE: ALL WIRE FABRIC AND FENCE HARDWARE SHALL BE GALVANIZED FABRIC SHALL BE INSTALLED ON THE OUTSIDE F-010 N.T.S. TRUNK ARMORING DETAIL 1. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT TO DISCUSS TREE TRUNK ARMORING CONSIST OF 2X4X8 PROTECTION EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND TREE SOUTHERN YELLOW PINE BOARDS PLACED ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON -SITE. CONTRACTOR TO JUST ABOVE THE ROOT FLARE. BOARDS MONITOR TREES FOR STRESS AND / OR DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY ARE SECURED WITH GALV. WIRING. GAVL. OCCURANCE. WIRE SHOULD NOT TOUCH THE TREE TRUNK, ONCE CONSTRUCTION ACTIVITY IS COMPLETED WITHIN TREE'S DRIPLINE OR 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND TREE ARBORIST 48-HOURS IN ADVANCE OF NEAR THE TREE THE TRUNK ARMORING ANY CONSTRUCTION ACTIVITY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE MAY BE REMOVED WITH THE PERMISSION PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN OF EITHER THE PROJECT LANDSCAPE COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED BY ARCHITECT OR CERTIFIED ARBORIST. TREE ARBORIST AND LANDSCAPE ARCHITECT PRIOR. 3. 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 SMAL 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. F-014 N.T.S. 0 TREE PROTECTION NOTES 0 120' qI Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 telel 434.531.7507 el steve@edwardsdesignstudio.com www.edwardsdesignstudio.com ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 telel 434.531.5544 el alan@alanfranklinpe.com KEY: , ifd put Rya_ � y --T•Y � — __—_ ' `4 f i . Site f, � Befkt�eK, = f' � �rosi7p( _ • � .lylelllc9l � -r go 0�d Z Q _J ... J � m ,J w J: ,I D,u) 0 7 J ice. f J h, J I' J- I C +� J • 1 T fr H 0p tI l 6 Steven W Edwards t" Cert. No. 0931 F U - �= 10-11-19 ti n z IT PE ARG n w� s c T N),TH OF Alan G. Franklin tic. No. 35326 J 10-11-19 , y s G~ s T: ZONAL 7 J SCALE: 1" 30' ' `= ISSUED: 10/22/2018 4 s REVISIONS: 0. 02-08-17, APPROVED BY BOS A 0. 06-19-17, MAJOR SPA APPROVED 0. 06-13-18, MINOR SPA- APPROVED 1. 10-22-18, MINOR/ARBSUBMISSION 2. 12-17-18, MINOR/ARB SUBMISSION 3. 04-12-19, COUNTY COMMENTS A 4. 06-03-19, CO/OWNER COMMENTS A 5. 06-07-19, CO/OWNER COMMENTS A 6. 08-08-19, COUNTY COMMENTS 7. 09-13-19, COUNTY COMMENTS A Z SHEET: O F= U Z 0 0 Tree Conservation o W Plan a W I OF 29 Ed ZN 75 n 0 CONSERVATION NOTES: TREE PRESERVATION AREAS NOTES: 1. TREE PRESERVATION AREAS SHOULD BE APPROVED IN ADVANCE BY THE ARBORIST. ALL DEVIATIONS FROM THOSE PLANS, OR ENCROACHMENTS ON DESIGNATED PRESERVATION AREAS SHOULD BE APPROVED BY THE ARBORIST. FINES FOR TREE DAMAGE MAY APPLY. 2. TREE PROTECTION FENCING SHALL BE PLACED BY THE CONTRACTOR BEFORE THE START OF CONSTRUCTION. NO CONSTRUCTION RELATED OPERATIONS SHALL OCCUR WITHIN THE PRESERVATION AREA WITHOUT APPROVAL FROM THE ARBORIST. THIS INCLUDES; PARKING, TRAFFIC, MATERIAL STORAGE, TOPSOIL STORAGE OR CLEANING OF EQUIPMENT OR TOOLS. ALL CONTRACTORS SHALL BE MADE AWARE OF THE PRESERVATION AREAS AND THE CONSEQUENCES OF DAMAGING TREES DUE TO NEGLIGENCE OR DISREGARDING POSTED PRESERVATION LIMITS. 3. BECAUSE OF THE EXTENSIVE ROOT SYSTEMS ON MATURE TREES, EVERY EFFORT SHOULD BE MADE TO DISTURB AS LITTLE OF THE NATIVE GRADE AS POSSIBLE. ON FIELD GROWN TREES, THE DRIP LINE OF THE CANOPY IS A GOOD STARTING POINT FOR THE LIMITS OF PROTECTION. AS A RULE A TEN FOOT RADIUS FOR EVERY FOOT OF DIAMETER AT BREAST HEIGHT (DBH) SHOULD BE A MINIMUM CLEARANCE. IN AREAS WHERE THAT MINIMUM DISTANCE IS NOT POSSIBLE IT IS BEST TO TRY TO INCREASE THE UNDISTURBED ROOTING AREA ON ANOTHER PART OF THE TREE TO COMPENSATE. CONSULT ARBORIST IF QUESTIONS ARISE. 4. TREE PROTECTION SHALL BE EITHER CHAIN -LINK OR WOODEN PANEL FENCING. 5. CONTRACTOR SHALL MULCH THE PRESERVATION AREA DURING CONSTRUCTION WITH 2-4 INCHES OF WOOD CHIPS TO HELP REDUCE MOISTURE LOSS. ARBORIST TO ADVISE CONTRACTOR PRIOR TO WORK. TREE REMOVAL NOTES: 1. LARGE TREES ORIGINATING IN NON -PRESERVATION AREAS THAT NEED TO BE REMOVED CAN BE FELLED WITH HEAVY EQUIPMENT AND HAVE THE STUMP REMOVED BY ARBORIST. 2. TREES ORIGINATING IN A PRESERVATION AREA NEED TO BE FELLED WITH A SAW AND HAVE THE STUMP GROUND TO REDUCE DAMAGE TO THE ROOTS OF THE REMAINING TREES BY ARBORIST. 3. TREES ADJACENT TO A PRESERVATION AREA SHOULD HAVE THE ROOTS CUT WITH A TRENCHER AT THE EDGE OF THE PRESERVATION ZONE TO LIMIT DISRUPTION OF THE REMAINING ROOTS, OR BE FELLED WITH A SAW AND GROUND BY ARBORIST. EXCAVATION EXCAVATIONS FOR ROADS, WALLS AND FOUNDATIONS CAN DAMAGE TREES BY TEARING ROOTS. WHERE EXCAVATION IS NECESSARY, TRENCHING THE LIMITS OF EXCAVATION WILL DO LESS DAMAGE TO THE REMAINING ROOTS. ALL ROOTS OVER 1 Y2 INCHES IN DIAMETER SHOULD BE RE -CUT CLEANLY WITH A SAW OR LOPPERS TO REDUCE THE POTENTIAL FOR DECAY. EXPOSED ROOTS SHOULD BE COVERED AS SOON AS POSSIBLE TO REDUCE DESICCATION. COORDINATION BETWEEN THE ARBORIST AND CONTRACTOR IS REQUIRED TO DETERMINE SCOPE PRIOR TO CONSTRUCTION. GRADING 1. BECAUSE THE MAJORITY OF TREE ROOTS ARE IN THE TOP 24 INCHES OF THE SOIL, RAISING OR LOWERING THE GRADE A FEW INCHES CAN HAVE AN IMPACT ON TREE HEALTH. IN CENTRAL VIRGINIA, CHANGING THE GRADE LESS THAN 2-4 INCHES WILL HAVE MINIMAL IMPACT, ASSUMING THERE IS NO OTHER TRAUMA TO THE ROOT SYSTEM 2. THE NATURAL SOIL LINE AT THE BASE OF THE TREE SHOULD BE MAINTAINED UNDER ALL CONDITIONS. ARBORIST TO DETERMINE AND ENFORCE AS NECESSARY 3. IF THE GRADE HAS BEEN RAISED, THIS MAY MEAN INSTALLING A TREE WELL. WITH SIGNIFICANT GRADE INCREASES, AN AERATION SYSTEM MAY BE REQUIRED. ARBORIST SHALL CONSULT WITH THE OWNER IF NECESSARY. 4. IF THERE IS SIGNIFICANT GRADE REDUCTION, THIS MUST OCCUR WITHIN THE LIMITS DISCUSSED UNDER TREE PRESERVATION AREAS AND MAY REQUIRE A RETAINING WALL. SIGNIFICANT CHANGES IN THE GRADE THAT EFFECT TREES TO BE PRESERVED SHALL BE DISCUSSED WITH THE ARBORIST AND OWNER AT THE BEGINNING OF THE PROJECT. 5. FINAL GRADING WITH HEAVY EQUIPMENT SHOULD ONLY OCCUR OUTSIDE THE TREE PRESERVATION AREAS. SMALL TRACTORS CAN BE USED FOR GRADING WITHIN THOSE AREAS IF NEEDED OR BETTER STILL THE GRADING SHOULD BE DONE BY HAND. GRADING SHOULD TAKE INTO CONSIDERATION THE CHANGES IN WATER PATTERNS CREATED BY NEW HARD SURFACES AND THE WATER NEEDS OF THE REMAINING TREES. ANY GRADING WITHIN THESE AREAS SHALL BE OVERSEEN BY THE ARBORIST. MULCH MULCH CAN PLAY AN IMPORTANT ROLE IN TREE PRESERVATION. A HEAVY LAYER OF MULCH (2-4 INCHES) IS RECOMMENDED IN THE TREE PRESERVATION AREAS IN ORDER TO CUSHION THE EFFECTS OF CONSTRUCTION EQUIPMENT AND REDUCE MOISTURE LOSS. ARBORIST SHALL ADVISE OWNER AND DIRECT CONTRACTOR AS NEEDED. WATER BECAUSE OF ROOT LOSS DURING CONSTRUCTION, IRRIGATION TO SUPPLEMENT NATURAL RAINFALL MAY BE NECESSARY. THIS IS ESPECIALLY IMPORTANT DURING PERIODS OF DROUGHT OVER THE NEXT FEW YEARS. ARBORIST SHALL CONSULT WITH THE OWNER AND DIRECT CONTRACTOR ON AN AS -NEEDED BASIS. COMPACTION SOIL COMPACTION CAN BE DETRIMENTAL TO EXISTING PLANT MATERIAL AND DISCOURAGE THE PENETRATION OF NEW ROOTS. IT CAN ALSO REDUCE THE EFFECTIVE ESTABLISHMENT OF NEW MATERIAL. 1. AERATING THE SOIL MAYBE SUFFICIENT IF THE COMPACTION IS NOT TOO SEVERE. 2. MORE COMPACTED SOIL MAY REQUIRE THE ADDITION OF ORGANIC MATTER AND EVEN TILLING. 3. UNDER EXISTING TREES: • INJECTED FERTILIZATION HELPS IMPROVE AERATION. • VERTICAL MULCHING, WHICH INVOLVES DRILLING HOLES AND FILLING THEM WITH ORGANIC MATTER, CAN BE USED IN MORE EXTREME SITUATIONS. FURTHER TRAUMA TO ROOT SYSTEMS, SUCH AS TILLING, SHOULD BE AVOIDED. PRUNING 1. DURING CONSTRUCTION ANY LIMBS THAT ARE IN THE WAY OF CONSTRUCTION OR POSE A HAZARD TO CONSTRUCTION CREWS SHOULD BE PROPERLY REMOVED BY THE CONTRACTOR AFTER CONSULTATION WITH THE ARBORIST. TREE DAMAGE FINES TABLE: Key Tree Caliper TBRI Tree Valuation Criteria _ Bond Amount' Owner Investment 2 Removal 3 Replacement 4 Project Value 5 Total Tree Cost 1 American Holly 12" 1000 1000 1000 0 1000 1000 1000 0 0 1000 0 0 0 0 0 1000 1000 1000 0 1 0 0 0 0 0 0 0 0 -0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 _ 0 0 0 0 0 1000 40 0 200 0 0 280 0 0 0 0 0 2265 480 1610 0 0 0 0 0 0 0 0 0 0_ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1690 3000 3000 3000 0 3000 3000 3000 0 0 3000 0 0 0 0 0 5000 5000 3000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5000 1500 1500 1500 0 1500 1500 1500 0 0 1500 0 0 0 0 0 1500 1500 1500 0 0 0 0 0 0 0 0 0 0 0 0 0 0' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1500 1000 1000 2000. 0$ 500 3000 500 0$ 0$ 5000 0$ 0$ 0$ 0$ - 0 7000 5000 5000 0$ 0$ 0$ 0$ 0$ 0$ 0$ 0$ 0$ 0$ 0$ 0$ 0$ 0 0$ 0$ 0$ 0$ 0$ 0$ 0$ 0$ 0$ 0$ 0$ 0$ 0$ 0$ 0$ 0$ 0$ 0$ 0$ 0$ 0$ 0$ 0$ 7000 $ $ $ $ $ $ $ $ $ $ $ $ $ 6,500.00 6,500.00 7,540.00 - 6,000.00 8,700.00 6,000.00 - - 10,780.00 - - - - - 16,765.00 12,980.00 12,110.00 - - - - - - - - - r - - - - - - - - - - - - - - - - - - - - - - - - - - - 16,190.00 5 1A Red Oak 14" 2 Red Oak 20" 2A Walnut 12" X 3 Walnut 18" 4 White Oak 18" 4A Cedar 14" 4B Cedar 15" X 4C Cedar 101, X 5 Red Oak 33" 5A Red Oak 15" 6 Red Oak 28" X 6A Holly 15" X 6B Red Oak 10" X 6C Red Oak 12" 7 White Oak 42" 8 White Oak 36" 9 White Oak 36" 10 Red Oak 24" X 10A Red Oak 20" X 10B White Oak 40" X 10C White Oak 2011 X 10D White Oak 20" X 10E White Oak 42" X 10F Holly 15" X 11 Red Oak 24" X 11 A Red Oak 181, X 11 B Red Oak 18" X 11C Virginia Pine 15" X 11D Virginia Pine 15" X 11E Virginia Pine 151' X 12 White Oak 32" X 13 White Oak 20" X 14 White Oak 36" X 14A Black Gum 15" X 15 White Oak 30" X 16 White Oak 36" X 17 White Oak 42" X 17A Hemlock 8" X 18 Red Oak 36" X 19 White Oak 50" X 20 White Oak 24" X 21 White Oak 2711 X 21 A Oak NA X 22 White Oak 30" X 23 White Oak 20" X 24 White Oak 43" X 24A Oak NA X 248 Holly 8" X 25 White Oak 33" X 26 White Oak 39" X 27 White Oak 36" X 27A Hemlock 12" X 28 White Oak 181, X 29 White Oak 30" X 30 White Oak 36" 0 1000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 Q 0 0 0 0 0 0 0 2500 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1500 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0' 0 0 0 0 _ 0 0 0 0 0 0 0 0$ 7000 0$ 0$ 0$ 0$ 0$ 0$ 0$ 0$ 0$ 0$ 0$ 0$ 0$ 0$ 0 0$ 0$ 0$ 0$ 0$ 0$ 0$ 0$ 0$ 0$ 0$ 0$ 0$ 0$ 0$ 0$ 0$ 0$ 0$ $ $ - 17,000.00 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 31A Holly 8" 32 White Oak 48" 32A White Oak 6" X 32B Hemlock 6" X 32C Hemlock 6" X 33 Red Oak 44" X 33A Holly 10" X 33B Dogwood 8" X 33C Red Oak 12" X 34 Red Oak 2411 X 34A Cedar 101, X 34B Cedar 8" X 35 Red Oak 2011 X 35A Red Oak 1011 X 35B Holly 6" X 35C Holly 8" X 35D Holly 10" X 36 Walnut 27" X 36A Cherry 8" X 37 Locust 18" X 38 White Oak 35" X 38A Cedar 8" X 38B Red Maple 11 X 39 White Oak 48" X 39A Holly 8" X 40 Cherry 1811 X 40A Walnut 101, X 41 Red Oak 27" X 42 Cherry 22" X 43 Cherry 24" X 44 Red Oak 28" X 44A Cedar 15" X 44B Red Oak 15" X 44C Cedar 12" X 44D IVirginia Pine 1 15" X 44E lCedar 291 X $ 13, 000. 00 $ 11, 360. 00 $ 49, 000. 00 $ 19, 50G 00 $ 51, 000. on $ 143, 860.00 NOTES: 1. Based on the approved proffers by the Albemarle County Board of Superviors on 12/13/2007. 2. Based on acutual cost paid by the Owner to -date for consulting services by Van Yahres Tree Company. 3. Assumed price for removal by Van Yahres Tree Company based on their empirical data. Contractor to pay actual cost incurred should the tree need to be removed due to construction related reasons. 4. Based on empirical data by local landscape contractors to install a 4"-caliper oak tree. Contractor to pay actual cost incurred should the tree need to be removed due to construction related reasons. .B e n er ti o r ect n t is c c tr he r eti and promises de i c th e I t 6. Tree 31 fell down for natural reasons on February 25, 2019 for natural reasons. 5 PANEL SIZE: 23.6'' X 1971 X 2'' DELIVERED PANEL SIZE: 47,2" X 39,4" X 2" 14 23 6" 20' � F\ I .. CURB GRASS CELL MATRIX FILL NOTE: (PER CIVI4PLANS) FILL valD SPACE WITH y TOPSOIL FOR ENHANCED FINISH GRADE ROOT DEVELOPMENT AND TURF ESTABLISHMENT, 2.0'' ACF GRASS CELL b t r CRUSHED CLEAN WASHED STONE GRADED r 4" DEPTH TO BE ° FROM 0.25 -1 5" WITH VOID SPACE AFTER ?_ ' DETERMINED BY COMPACTION >30% (SUCH AS AASHTO95) ON -SITE ENGINEER 4 NON -WOVEN GEOTEXTILE SUPPLIER: ACF ENVIRONMENTAL; (540) 246-3801 CONTACT: ROBERT CONNELLY SERIES: GRASS CELL 1 r4—'"14' f1 -+=i 4vli 4EY(^Itt:4 -F}-rrt 1y NOTE: THE MODIFICATION TO THIS DESIGN AND LAYOUT TO PROTECT THE PROFFERED PRESERVED TRES, AS SPECIFIED BY THE PROJECT ARBORIST IN A LETTER DATED MARCH 29, 2019, IS REQUIRED UNLESS ALTERNATIVE METHODS THAT MEET OR EXCEED THOSE SPECIFIED BY THE PROJECT ARBORIST ARE APPROVED BY THE DIRECTOR OF PLANNING. An SPECIFICATIONS WIDTH 19.71' LENGTH 23.6" HEIGHT 2.0'' AREA PER UNIT 3.23 SF UNIT WEIGHT 1.24 LBS/SF SURFACE OPEN AREA >90% INTERNAL VOID AREA >95% 100% RECYCLED BASE MATERIAL POLYPROPYLENE UNAFFECTED BY MOLD, ALGAE, BIOLOGICAL & CHEMICAL SOIL BORN CHEMICALS, RESISTANCE BACTERIA, AND BITUMEN SERVICE TEMPERATURE -14 TO 185 °F COMPRESSIVE STRENGTH (UNFILLED) 320.02 PSI COMPRESSIVE STRENGTH (FILLED) 6,351.70 PSI �� - • • , i • ' • , lip - 73 4 Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 telel 434.531.7507 el steve@edwardsdesignstudio.com www.edwardsdesignstudio.com ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 telel 434.631.5544 el alan@alanfranklinpe.com KEY:3 "'i Site ' 8e[kr�ar/ • T � �rosslryy Lervices & VA 1� z QC) J s W n r OyM� :t •`.1 2' :n � L .J :a s� OF hO����tiTH n Steven W. Edwards r Cert. No. 0931 U y r�d 10-11-19 -- -- C� -0P E A R m J .T, H OF LIB J Alan G. Franklin Lic. No. 35326 J � O W 10-11-19 s v SIGN A L - - 9 J � J r1 _ U v � SCALE: 1" 30' `3 u ISSUED: 10/22/2018 n REVISIONS: 0. 02-08-17, APPROVED BY BOS 0 0. 06-19-17, MAJOR SPA APPROVED 0. 06-13-18, MINOR SPA- APPROVED 0 1. 10-22-18, MINOR/ARBSUBMISSION 2.12-17-18, MINOR/ARBSUBMISSION 3. 04-12-19, COUNTY COMMENTS Q 4. 06-03-19, CO/OWNER COMMENTS A 5. 06-07-19, CO/OWNER COMMENTS Q 6. 08-08-19, COUNTY COMMENTS 7. 09-13-19, COUNTY COMMENTS 0 SHEET: z O U H CO z O U IY O UL Tree Conservation co Notes a w Q OF 29RD 590 61 • 570 560 550 540 C 0 0 r PVI STA = 14+00 PVI ELEV = 585.04 A. D. _ -11.04 u=r)m 56.0 ' VC , w Z P. ELEV = 55 .54 � Lo d- L.P. STA = 10+ 0 �LO PVI _ + LO Z VI ELEV = 55 N CA co O w A.D. = 12.00 .04 N + �+. - K=15.00 `Y' LO > Lu w JN - EXISTING GRAD > LU a J 11 W O +' 180' VC a-LU P OPOSED GR DE a� z 4 -UT C0 - a '' r 1. 0401C O W o co a '( °- Q LD + ` O QO X LD J H W W W o -0 I O a o i 0 I Z > z m l- LU Q m (n �' CD U Z z C] Q fl Q W W 0 H- ui uUi rn � LO _ - L C0 � L .-co LD - I t �� � c-°� �LD d pN �O Cp 1�0) �LO QL0 SILO I �L 0 �LO �O �� o�pd �L �d co�LO L I i 10+00 DLS CC 1- gym v 1- 01 8' 2% 11+00 12+00 13+00 40' ACCESS EASEMENT01 12' 12' S' 3' LANE LANE SIDEWALK 2% 0 TYPICAL ENTRANCE ROAD- ECKERSON COURT SECTION N.T.S. NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE, 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4,r 4000 PSI IF PRECAST, 3. COMBINATION CURB & GUTTER HAVING A RADIUS I OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION "a p CURB & GUTTER tD 4 FOR USE WITH STABILIZED OPEN -GRADED 2 R DRAINAGE LAYER, THE BOTTOM OF THE CURB + `. AND GUTTER SHALL BE CONSTRUCTED PARALLEL ®' :° p• " ° s ' ° h TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF PAVEMENT, ' . a r ®' • 9• > " 5 THIS CURB MAY BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN & SUBURBAN AREAS IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG-7 IS REQUIRED. THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. 6" CURB & GUTTER (VDOT CG-6) SECTION P0�' N.T.S. 2" VDOT SM 9.5A ASPHALT WEARING COURSE 3" VDOT BM 25 ASPHALT BASE COURSE 6" COMPACTED VDOT 21 A STONE BASE COMPACTED SUBGRADE 14+00 590 580 600 570 590 560 550 540 80 MM SOLIDER PERIMETER BANDING COURSE NO. 8 AGGREGATE IN OPENINGS EAGLE BAY AQUA BRIC 4-L CONCRETE PAVERS 3 a" MIN. THICK 2" NO. 8 AGGREGATE 4" NO. 57 STONE 12" NO. 3 STONE COMPACTED SUBGRADE 580 570 560 n H.P. ELEV = 582.12 H.P. STA = 11+20 L.P. ELEV = 578.04 PVI STA = 10+30 PVI STA = 11+20 I P qTA = 19+4R H.P. ELEV = 579.00 PV ELEV = 582.6EPVI S A = 12+46 A.D. = 2.00 A.D. = -8.00 PVI STA = 12 9Q m O K = 12.00 PVI EL V - 577.64 PVI ELEV = 579.40 24' VC K=7.00 A. =8.00 A.D. = -8.0 56' VC K 5.00 K = 5.00 0 Jco O� _� LO Z Z > Nt cfl co LO} J O CD V N (9 C7� lf� J O W >J > N CO +� � + T (�9 o u wQo Uw w �y D Lu a r� �> T> I_Lu Qw �� >Lo + C a0 aw a w >_j CLw QLw >� J Z.- aw dw > L� -- --�Q -- A.00% -4.Op° w (a w A. U 0 > a o - 400% w cr _ z EXISTING GRADE Z PROPOSED GRA E 4 Q � �1 � C I r Nd m NCO m w q Pico c� d ^d co (0 Oil I Co r" % c9 (0 o rn 0 r� a o 0 p t co �L °� �L rn °� bL `- °o �L hL rn r\ �Lo co r� �� c° r\ �L r I� �L LO hLO c4 h co h 10+00 KERSON Cl E H: 1" = 50' V: 1 " = 10' 11+00 12+00 13+00 14+00 PROFILE - (this is an access drive, not a road) ASPHALT/CONCRETE PAVING SECTION A FLUSH CURB/EDGE RESTRAINT- VDOT CLASS A3 ��-COMPACTED SUBGRADE VDOT 21 A SECTION ABUTTING PAVING GRAVEL BASE LD� PERMEABLE INTERLOCKING PAVERS 8 SECTION NOTES: 1 THIS ITEM MAY BE PRECAST OR CAST IN PLACE 2 CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3 CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4 THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3'' SEE (15'' DEPTH) OR INCREASED AS MUCH AS 3" (21'' DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE NOTE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. 07HERWISE THE DEPTH IS TO BE 18'' AS SHOWN NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5 THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG-3 IS REQUIRED. Au VDOT STD CG-6 V GRAV FILTER 6" PERFORATED SDR-35 UNDERDRAIN (TIE TO STORM DRAINS) G 6" CURB (VDOT CG-2) $ SECTION P Q48 N.T.S. 15+00 590 570 560 l 59' ACCESS EASEMENT 5' 6.5' 13' 1 13' 6.5' 1, 5' 10 SIDEWALK LANE ME IAN SIDEWALK 2% 2% 2% LANE 2% A � TYPICAL ENTRANCE ROAD W/MEDIAN 8 % SECTIONS 10 59' ACCESS EASEMENT11 5' VARIES 12' 12' VARIES 5' SIDEWALK LANE LANE SIDEWALK 2% 2% 7% 2% g � TYPICAL ENTRANCE ROAD- NICHOLS COURT SECTIONS N.T.S. 80 MM SOLIDER PERIMETER NOTES: BANDING COURSE NO. 8 AGGREGATE INTERLOCKING PAVERS TO BE EAGLE BAY SWM IN OPENINGS PAVE AQUA -BRIO 4 "L" PERMEABLE PAVER LAID O EAGLE BAY AQUA BRIC 4-L MECHANICALLY INSIDE 80MM PERIMETER SOLDIER � DPE - CONCRETE PAVERS COURSE O z 3 8" MIN. THICK CONTRACTOR TO VERIFY AND INSTALL AS 2" NO. 8 AGGREGATE SPECIFIED BY MANUFACTOR/SUPPLIER TO ENSURE 12' 12' VARIES (SEE PLAN) .5' 7' VARIES W ALL WARRANTIES EX. EASTBOUND EX. EASTBOUND PROP. EASTBOUND WALK 01 4" NO. 57 STONE LANE LANE LANE EXPANSION JOINTS SHALL BE EVERY 20' MAX. 2' MILL & OVERLAY 12" NO. 3 STONE CONSTRUCTION JOINTS SHALL BE EVERY 10' MAX. PER VDOT WP-1 2% 2% �- PAVER COLOR TO BE CHESAPEAKE. NOTE: EAGLE BAY'ECO BAY' PAVER MAY BE SUBSTITUTED FOR AQUA BRIC 4"L" CONCRETE PAVER IF APPROVED BY ENGINEER AND OWNER. NOTE 2" SM-9.5 A VDOT STD. ANY BANDING MATCH EXISTING 3" BM-25 8" VDOT #21A CG-6, TYP. DESIGNATED ON PLANS NOT AS PAVING SECTION COMPACTED CONCRETE AROUND PERMEABLE INTERLOCKING COMPACTED SUBGRADE SUBGRADE PAVERS SHALL BE AN EAGLE BAY'ECO BAY' OR PROPOSD SECTION PERMEABLE 5" X 10" PAVER. COLOR = CHESAPEAKE (WHICHEVER IS GREATER) SECTION ABUTTING CURB TO MATCH MAIN PAVER COLOR.. (�_E� RIO ROAD FRONTAGE IMPROVEMENTS P-050 TYPICAL SECTION WEST OF ENTRANCE N.T.S. NTS NOTES: FROM 2016 ROAD & BRIDGE STANDARDS, WP-2, Specification Reference: 315- Sheet 1 of 1, 303.02 ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING 12")K, EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS - PROPOSED ASPHALT LAYERS EXISTING SUBBASE PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1 �/p INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 1, THIS ITEM MAY BE PRECAST OR CAST IN PLACE, 2. THE PAVEMENT DESIGN FOR ASPHALT PVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND 2 CONCRETE TO BE CLASS A3 IF CAST IN PLACE, TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND 4000 PSI IF PRECAST PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS2 5 suRFACE A 3. A MINIMUM OF THREE CORES SHALL BETAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO (ALONG FACE OF CURB WIL BE PAID FOR AS COURSE 20 DETERMINE THE TYPE AND THICKNESS OF EXISTING LAVEMENT LAYERS. THESE CORES SHALL BE RADIAL CURB SEE PLANS SPACED NO MORE THAN 500 FEET APART. 3" 4" FOR DETAILS 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 1/2" INCHES AND REPLACED 4 THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (13" DEPTH) OR INCREASED AS MUCH AS 3" (1�J" DEPTH) 2".R WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE SEE , � °$ " ' 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO OTHERWISE THE DEPTH Is TO BE 16" As SHOWN NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN NOTE 4 ,,,. •. • , • ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. INCREASE IN DEPTH • :. ' BASE 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED ° SUBJECT TO THE APPROVAL OF THE ENGINEER. 5 THIS CURB SHALL BE USED WHEN DESIGN SPEED Is 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315 OF GREATER THAN 40 MPH ON RURAL HIGHWAYS AND 45 MPH IN DEVELOPED URBAN AND SUBURBAN AREAS THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 SUBBASE FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THE 6, WHEN THIS STANDARD IS TO BE TIED INTO EXISTING - _ _ SPECIFICATIONS. BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN , 7 _ 10' OR THE CHANGE IN STANDARDS MADE AT REGULAR OPENINGS _ - A3 UNDISTURBED SOIL ASPHALT PAVING DETAIL FOR NICHOLS COURT H AND ECKERSON COURTrj_-�4" CURB (VDOT CG-3) $ SECTION $ SECTION P-002 N.T.S. N.T.S. j� PAVEMENT WIDENING (VDOT WP-2) $ DETAIL 1 %" PAM-9.5 POROUS ASPHALT SURFACE 2 Y,," PAM-19 POROUS - ASPHALT BASE 1" NO. 8 AGGREGATE 4" NO. 57 STONE 8" NO. 3 STONE COMPACTED SUBGRADE NOTES: I 1. REFERENCE S70RMWATER MANAGEMENT HANDBOOK, FIRST EDITION, 1999, VOLUME I, MINIMUM STD 3.10D, POROUS PAVEMENT FOR DESIGN, INSTALLATION, INSPECTION AND MAINTENANCE REQUIREMENTS. 2. CONTRACTOR TO VERIFY AND INSTALL AS SPECIFIED BY MANUFACTOR/SUPPLIER TO ENSURE ALL WARRANTIES. VI GRAV FILTER 6" UNDERDRAIN 3 6 (TIE TO STORM DRAINS) PERMEABLE ASPHALT 8 / SECTION ASPHALT/CONCRETE PAVING SECTION �---COMPACTED SUBGRADE VDOT 21 A GRAVEL BASE SECTION ABUTTING PAVING r 37D CG-6 !" PAM-9.5 POROUS 3PHALT SURFACE PAM-19 POROUS PHALT BASE " NO. 8 AGGREGATE 'NO. 57 STONE 'NO, 3 STONE COMPACTED SUBGRADE SECTION ABUTTING CURB N T.S. Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 telel 434.631.7507 el steve@edwardsdesignstudio.com www.edwardsdesignstudio.com ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 telel 434.631.5644 el alan@alanfranklinpe.com KEY: r .` u ! �pot °ko Site Be[kr�3r - r I61 1'e of VAC �__'� a.�-` _ �-,•moo .- � �' ,- V LL , co Z • -.. W Q Z Q J UI : J W 0 o?Tj W z J .7 J Wt y ;r - 6: J c m r, i_ OF r, G.wzr��r r y Steven W Edwards t-' Cert. No. 0931117 U J �d 10-11-19 >>' l_' P E A iJ ,n Ul 1 OF f�Cj fJ v r r 17 �Q �� :,°ate �r::__ _�;%;, z✓-ti-- `'' �' Alan G. Franklin j J r I;dLic. No. 35326 10-11-19 c SI ONA L a J n n 0C SCALE: As Shown .y ISSUED: 10/22/2018 REVISIONS: 0. 02-08-17, APPROVED BY BOS 0. 06-19-17, MAJOR SPA APPROVED 0 0. 06-13-18, MINOR SPA- APPROVED 1. 10-22-18, MINOR/ARB SUBMISSION 2. 12-17-18, MINOR/ARB SUBMISSION 3. 04-12-19, COUNTY COMMENTS QQ 4. 06-03-19, CO/OWNER COMMENTS �a 5. 06-07-19, CO/OWNER COMMENTS 0 6. 08-08-19, COUNTY COMMENTS A 7. 09-13-19, COUNTY COMMENTS SHEET: o z 0 0 U_ Road Profile, ° Sect' � a w 33 OF 29 ED II 4-- CD CD Edwards designStLidio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 telel 434.631.7507 el steve@edwardsdesignstudio.com www.edwardsdesignstudio.com ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 telel 434.531.6644 el alan@alanfranklinpe.com KEY: pp.t Site rmr Wa vA 6ir&is f VA ry 0 H M 1-- . Z Z LLJJ Z LLJ Z Ci LLI U) O TJ JJH OR II 73 Steven W. Edwards Cert. No. 0931 10-11-19 IT <1 PE ABA to 71 11 H op 73 - Alan G. Franklin Lic. No. 35326 0 10-11-19 ti VIVA L SCALE: 1 30' ISSUED: 10/22/2018 REVISIONS: 0. 02-08-17, APPROVED BY BOS 0. 06-19-17, MAJOR SPA APPROVED A 0. 06-13-18, MINOR SPA- APPROVED 1. 10-22-18, MINOR/ARB SUBMISSION 2. 12-17-18, MINOR/ARB SUBMISSION 3.04-12-19, COUNTY COMMENTS A 4. 06-03-19, CO/OWNER COMMENTS A 5. 06-07-19, CO/OWNER COMMENTS A 6.08-08-19, COUNTY COMMENTS & 7.09-13-19, COUNTY COMMENTS A SHEET: Z 0 Z 0 VVVO - Inlet Drainage Area m LU Map 0(of �2.!D9 L N ■ - for inlets draining to storrrw ater management facilities, w here overland flow to facilities is not available, 100% capture is required at 6.5in/hr " 1" used for curbs w ithout gutter INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 14.00 1 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet 0) m in o 9 O o v o V O E 4D V 0 0 C *_� o 0 n � is a� _ 0 a�i (0 '� t� N (U 'O 0) (6 Y J F- V _C (G UI O ld Cco ro 0 L Q rn o x � LO a�i d > Q `� U U C1 C� C ( sn (n v) (q H -o L6 inlet not in sag curve, longitudinal approach grades are as indicated ALL 1 0.17 10.82 10.1391 0.56 1 0.00 0.56 0.0458 1 0.0200 2.0 0.0830 1 4.1500 1.83 carryover from C2 & D5 B2 DI-2A 2 2 Qt @ I= 6 5 in/hr = 0. 1 9 0.34 0.005 8.54 l r c c s CC F z \ inlet not in sag curve, longitudinal approach grades are as indicated ALL 1 0.17 10.82 10.1391 0.56 1 0.00 0.56 0.0200 1 0.0200 2.0 0.0830 4.1500 2.45 - D44 DI-2AA 2.2 Qt @ I = 6.5 in/hr = 0.91 0.33 0.005 8.30 LEFT 1 0.06 10.75 10.0451 0.18 1 0.00 0.18 0.0010 1 0.0200 2.0 0.0830 4.1500 3.80 RIGHT 1 0.13 10.75 10.0981 0.39 1 0.00 0.39 0.0010 1 0.0200 2.0 0.0830 4.1500 6.25 carryover from D5-1 D41 DI 2A 2.2 Qt @ I = 6.5 in/hr = 0.9 0.33 0.005 8.24 inlet not in sag curve, longitudinal approach grades are as indicated ALL 1 0.21 10.65 10.1371 0.55 1 0.00 0.55 0.0200 1 0.0200 2.0 0.0830 4.1500 2.35 carryover from D6-3 D6-2 DI-2A 2 2 Qt I 6 5 in/hr 0.9 0.33 0 005 8 24 SNORM f EM h f f :f inlet not in sag curve, longitudinal approach grades are as indicated ALL 0.28 10.68 10.190 0.76 1 0.00 0.76 0.0200 1 0.0200 2.0 1 0.0830 4.1500 3A0 - E1 D�2A 2 2 Qt 1= 6 5 in/hr 1. 2 0.37 0.006 9.96 NH _ r.. inlet not in sag curve, longitudinal approach grades are as indicated ALL 1 0.52 10.75 10.3901 1 0 00 56 1 56 0 0276 0 0200 2.0 0.0830 4 1 500 9.91 - EX1 Df 2B 4.0 Qt @ I = 6.5 in/hr = 2.5 0.44 0.007 13.59 PIPE DESIGN TABLE n=0.025for CMP n = 0.013 for RCP n=0.01for HDPE Pipe Hydrology Pipe Q) w co�-. .co o a V 0 ti 6 SO � L N _ - 0 V a y- Q c� N 0 p 1... > S� Q) 7 V ( > _� NC Qco � o � 0) Q 0 u� ca a U m co O � o � > ° I i co °' Pipe run: A A4 A3 0.00 0.00 0.000 0,000 0.00 0.00 0.00 5.87 543.10 542.90 12.29 0.013 -1.63 15 8.24 5.00 0.04 Q from detention comps tbd A3 A2 0.00 0.00 0.000 0.000 0.00 0.00 0.00 5.87 539.80 539.03 76.43 0.013 1.01 15 6.48 5.00 0.25 A2 Al 0.00 0.00 0.000 0.000 0.00 0.00 0.00 5.87 538.93 538.30 63.61 0.013 0.99 15 6.43 5.00 0.21 Al D(1-4 0.00 0.00 0.000 0.000 0.00 0.00 0.00 5.87 538.20 537.80 7.67 0.013 5.22 24 51.66 5.00 0.03 Pipe run: D D8 D7 0.24 0.60 0.144 0.252 5.00 6.67 0.96 1.68 565.75 565.50 23.50 0.013 1.06 15 6.66 6.83 0.06 D7 D6 0.10 0.70 0.070 0.322 5.06 6.65 0.47 2.14 565.40 557.72 78.06 0.013 9.84 15 20.26 10.21 0.13 D6 D5 0.12 0.85 0.102 1.360 5.18 6.60 0.67 8.98 557.62 554.01 63.67 0.013 5.67 18 25.01 13.64 0.08 includes 06-1 & El & roof #3 D5 D4 0.15 0.83 0.125 1.682 5.26 6.68 0.82 11.06 553.91 552.35 50.25 0.013 3.10 18 18.51 14.08 0.06 includes D5-1 & roof #4 D4 D3 0.00 0.00 0.000 2.067 5.32 6.56 0.00 13.56 552.25 551.75 50.00 0.013 1.00 24 22.62 7.90 0.11 includes D4-1 D44 D4-3 0.17 0.82 0.139 0.139 5.00 6.67 0.93 0.93 562.25 559.26 27.17 0.013 111.00 15 21.43 10.19 0.04 D4-3 D4-2 0.00 0.00 0.000 0.139 5.04 6.65 0.00 0.93 557.26 554.60 133.13 0.013 2.00 15 9.13 5.69 0.39 D4-2 D4-1 0.23 0.45 0.104 0.243 5.43 6.52 0.68 1.58 554.50 553.77 43.23 0.013 1.69 15 8.39 4.41 0.16 D4-1 D4 0.19 0.75 0.143 0.385 5.60 6.47 0.92 2.49 553.67 552.35 52.52 0.013 2,51 15 6.88 5.49 0.16 D5-1 D5 0.14 0.83 0.116 0.197 5.00 6.67 0.77 1.31 556.88 554.01 37.49 0.013 7.66 15 '17.87 6.27 0.10 includes roof #2 (0.09 ac) D6-3 D6-2 0.16 0.71 0.114 0.114 5.00 6.67 0.76 0.76 566.50 564.66 72.00 0.013 2.56 15 10.33 4.92 0.24 D6-2 D6-1 0.26 0.65 0.169 0.283 5.24 6.58 1.11 1.86 561.66 559.82 29.59 0.013 6,22 15 16.11 8.45 0.06 D6-1 D6 0.27 0.68 0.184 0.547 1 5.30 6.57 1.21 3.59 559.72 558.32 35.50 0.013 3.94 15 -12.83 8.50 0.07 includes roof #1 (0.09 ac) Pipe run: E E3 E2 0.25 0.75 0.188 0.188 5.00 6.67 1.25 1.25 571.87 571.57 15.00 0.013 2.00 15 9.14 10.34 0.02 included Bldg Croof E2 El 0.06 0.65 0.039 0.227 5.02 6.66 0.26 1.51 568.57 563.64 90.73 0.013 5.43 15 15.06 7.96 0.19 E1 D6 0.25 0.65 0.163 0.389 5.21 6.59 1.07 2.57 560,64 557.72 29.59 0.013 9.87 15 20.29 13.38 0.04 Pipe run: G G5 G4 0,00 0.00 0.000 0.000 5.00 6.67 42.00 42.00 560.00 559.10 40.27 0.013 2.23 30 61.32 4.33 0.16 Q100 from detention comps G4 G3 0.00 0.00 0.000 0.000 6.00 6.35 0.00 42.00 559.00 557.50 75.73 0.013 1.98 30 57.73 4.33 0.29 G3 G2 0.00 0.00 0.000 0.000 6.29 6.26 0.00 42.00 557.40 546.80 230.43 0.013 4.60 30 87.97 6.19 0.62 G2 G1 0.00 0.00 0.000 0,000 6.91 6.09 0.00 42.00 542.80 540.00 68.62 0.013 4.08 30 82.86 11.25 0.10 Pipe run: F F12 F11 0.10 0.50 0.050 0.050 5.00 6.67 0.33 0.33 578.50 578.19 31.00 0.013 1.00 15 6.46 4.99 0.10 F11 F10 0.03 0.50 0.015 0.065 5.10 6.63 0.10 0.43 578.09 577.82 27.40 0.013 0.99 15 6.41 7.85 0.06 F10 F9 0.14 0.65 0.091 0.156 5.16 6.61 0.60 1.03 577.72 577.25 52.80 0.013 0.89 15 6.09 3.49 0.25 F9 F8 0.10 0.65 0.065 0.221 5.41 6.53 0.42 1.44 577.15 576.57 76.58 0.013 0.76 15 5.62 4.13 0.31 F8 F7 0.26 0.65 0.169 0.588 5.72 6.43 1.09 3.78 576.47 575.18 236.11 0.013 0.55 24 16.72 4.57 0.86 flow from F8-1 F7 F6 0.36 0.65 0.234 0.822 6.58 6.18 1.45 5.08 575.08 574.58 99.80 0.013 0.50 24 16.01 5.44 0.31 F6 F5 0.00 0.00 0.000 0.822 6.89 6.10 0.00 5.01 574.48 573.81 135.30 0.013 0.50 24 15.92 4.13 0.55 F5 F4 0.09 0.65 0.059 0.881 7.44 5.95 0.35 5.24 573.71 573.00 140.69 0.013 0.50 24 '16.07 4.57 0.51 F4 F3 0.20 0.65 0.130 1.011 7.95 5.82 0.76 5.88 572.90 572.35 109.33 0.013 0.50 24 16.05 5.44 0.33 F3 F2 0.34 0.65 0.221 1.232 8.28 5.74 1.27 7A7 572.25 571.70 109.83 0.013 0.50 24 16.01 4.57 0.40 F2 F1 0.49 0.65 0.319 2.306 8.68 5.65 1.80 13.03 571.60 571.50 17.00 0.013 0.59 24 17.35 5.44 0.05 flow from F2-1 F8-1 F8 0.22 0.90 0.198 0.198 5.00 6.67 1.32 1.32 577.26 576.57 69.00 0.013 1.00 18 10.50 4.41 0.26 inlcudes roof 131 & B2 F2-5 F24 0.42 0.85 0.357 1 0.357 5.00 6.67 2.38 1 2.38 579.75 579.45 27.65 0.013 1.08 18 10.94 4.94 0.09 F24 F2-3 0.00 0.85 0.000 0.357 5.09 6.63 0.00 2.37 579.35 578.65 70.69 0.013 0.99 18 10.45 4.78 0.25 F2-3 F2-2 0.00 0.90 0.000 0.357 5.34 6.55 0.00 2.34 578.55 578.15 38.25 0.013 1.05 18 10.74 4.86 0.13 F2-2 F2-1 0.54 0.85 0.459 0.459 5.00 6.67 3.06 3.06 578.05 577.10 75.30 0.013 126 18 11.80 5.60 0.22 F2-1 F2 0.33 0.90 0.297 0.756 5.22 6.59 1.96 4.98 577.00 573.00 73.16 0.013 5.47 18 24.56 11.00 0.11 inlcudes roof 133 & B4 Pipe run: H H2 H1 1 0.60 10.56 0.336 1 0.336 5.00 1 6.67 2.24 2.24 572.18 571.50 65.75 0.013 1.03 15 1 6.57 1 10.86 1 0.10 Pipe run: X (townhouse roof drain) X2 X1 0.07 0.90 0.063 0.063 5.00 6.67 0.42 0.42 573.00 571,50 1 188.00 1 0.013 0,80 8 1.08 1 10.86 1 0.29 Pipe run: J K2 K1 1.15 0.55 0.633 0.633 5.00 6.67 4.22 4.22 5 00 55. 4 55 .00 98.15 0.013 1.02 15 6.52 10.86 0.15 TO RIO ROAD/f f I .BIO-FILTER COORD'�NATE OFF -SITE tt G4 / i } CONSTRUCTION SC EDULE T(O i MININ IZE DISRUPT, ON OF HERIYAGE HALL IN RESS/EGF ESS + t a } j REST/TORE PAVEMrT AFTER / r CO&TRUCTION } 0 G3 20'D�AIN�Gli& / J 1 / / EASE ENT, T P. �- � t 1 \ (EXIST IN ) 1 1 ' ( RIP RAP DEPTH W/ 2D SIDE SLOPES -TIE TO EX. CHANN�[L \ I ' XIS F \ (INADE UATE RECHA \ , r EXI, SING SUMP SERYESAS -- % /bE-FACTO LEVEL SPREAD�P XX LOCATION OF CONCRrETy I<AINAGE STRUCT RE//OF� UNKNOWN TYPE. ' J r / / % C) A OFF -SITE STORM IMPROVEMENTS - (CHARLOTTESVILLE HEALTH & REHAB) 10 ) SCALE: 1" = 50' 0 25' S0' 100, i STORM STRUCTURE SCHEDULE STRUCT. # I STRUCT. TYPE STRUCT. LENGTH RIM ELEV. INVERT IN INVERT OUT PIPE DESCRIPTION A4 MH-1 - 551.63 543.20 543.10 12.29 LF OF 15" RCP @ 1.63% A3 MH-1 - 550.20 542.90 539.80 76.43 LF OF 15" RCP @ 1.01 % A2 MH-1 - 546.50 539.03 538.93 63.61 LF OF 15" RCP @ 0.99% Al MH-1 - 544.00 538.30 538.20 EX. B2 DI-3A - 553.01 - 549.51 6.00 LF OF 15" HDPE @ 1.00% 81 MH - 552.73 549.45 543.20 Contech CMP Access MH on 60" CMP C2 DI-3A - 555.48 - 551.98 6.00 LF OF 15" HDPE @ 0 1.00 /° C1 MH 550.20 551.92 543.20 Contech CMP Access MH on 60" CMP .. _ D8 DI-213 8.0 572.50 - 565.75 23.50 LF OF 15" HDPE @ 1.06% D7 DI-2BB 8.0 572.50 565.50 565.40 78.06 LF OF 15" HDPE @ 9.84% D6 DI-213 1 6.0 564.72 557.72 557.62 63.67 LF OF 18" HDPE @ 5.67% D5 DI-213 6.0 561.01 554.01 553.91 50.25 LF OF 18" HDPE @ 3.10% D4 MH-1 - 559.08 552.35 552.25 50.00 LF OF 24" HDPE @ 1.00% D3 I MH - 557.35 551.75 D4-4 I DI-2A 2.0 571.25 - 562.25 27.17 LF OF 15" HDPE @ 11.60% D4-3 MH-1 - 564.00 559.26 557.26 133.13 LF OF 15" HDPE @ 2.00% D4-2 DI-1 - 558.10 554.60 554.50 43.23 LF OF 15' HDPE @ 1.69% D4-1 DI-2A 2.0 559.57 553.77 553.67 52.52 LF OF 15" HDPE @ 2.51% D4 MH-1 - 1 559.08 1 552.35 552.25 D5-1 DI-213 6.0 560.70 1 556.88 37.49 LF OF 15" HDPE @ 7.66% D5 DI-213 6.0 1 561.01 1 554.01 1 553.91 D6-3 DI-213 4.0 571.10 - 566.50 72.00 LF OF 15" HDPE @ 2.56% D6-2 DI-2A 2.0 569.66 564.66 561.66 11 0 29.59 LF OF 1 E 5 HDP 6.22 /o D6-1 DI-213 8.0 564.72 559.82 559.72 35.50 LF OF 15" HDPE D6 DI-213 6.0 564.72 558.32 1 558.22 E3 DI-3A - 577.97 1 571.97 571.87 15.00 LF OF 15" HDP E @ 0 2. 00/o E2 DI-3A - 578.10 571.57 568.57 90.73 LF OF 15" HDPE @ 5.43% El DI-2A 2.0 569.64 563.64 560.64 29.59 LF OF I 1II o HDPE 0 9.87 /° D6 DI-213 6.0 564.72 7 50 .72 57. 5 62 m �. _ ,._.,_....E G5 72" MH - 571.10 560.08 560.00 _. _. .:.. _ ..�_ 40.27 LF OF 30" HDPE @ 2.23% G4 MH-1 - 571.00 559.10 559.00 75.73 LF OF 30" HDPE @ 1.98% G3 MH-1 - 568.00 557.50 557.40 230.43 LF OF 30" RCP @ 5.47% G2 MH-1 - 552.50 544.80 542.80 68.62 LF OF 30" RCP @ 4.08% G1 I ES-1 I - - 540.00 F12 DI-1 - 581.75 1 578.60 578.50 31.00 LF OF 15" HDPE @ 1.00% F11 DI-1 - 581.75 578.19 578.09 27.40 LF OF 15" HDPE @ 0.99% F10 DI-3A - 583.31 577.82 577.72 52.80 LF OF 15" HDPE @ 0.89% F9 DI-3A - 582.59 577.25 577.15 76.58 LF OF 18" HDPE @ 0.76% F8 DI-3C 4.0 581.88 576.57 576.47 236.11 LF OF 24" HDPE @ 0.55% F7 DI-3C 4.0 582.04 575.18 575.08 99.80 LF OF 24" HDPE @ 0.50% F6 MH-1 - 583.10 574.58 574.48 135.30 LF OF 24" HDPE @ 0.50% F5 DI-3A - 583.08 573.81 573.71 140.69 LF OF 24" HDPE @ 0.50% F4 DI-3B 4.0 581.67 573.00 572.90 109.33 LF OF 24" HDPE @ 0.50% F3 DI-3C 4.0 579.76 572.35 572.25 109.$3 LF OF 24" HDPE @ 0.500 F2 DI-3C 4.0 580.84 571.70 571.60 17.00 LF OF 24" HDPE @ 0.59% F1 FES - - 571.50 - F8-2 I DI-1 - 584.00 1 578.10 578.00 63.00 LF OF 15" HDPE @ 1.02% F8-1 MH-1 - 584.00 577.36 577.26 69,00 LF OF 18" HDPE @ 1.00% F8 DI-3C 4.0 581.88 576.57 576.47 F2-5 MH-1 - 584.75 579.85 579.75 27.65 LF OF 18" RCP @ 1.08% F2-4 MH-1 - 584.75 579.45 579.35 70.69 LF OF 18" RCP @ 0.99% F2-3 MH-1 - 584.75 578.65 578.55 38.25 LF OF 18" RCP @ 1.05% F2-2 MH-1 - 584.75 578.15 578.05 75.30 LF OF 18" RCP @ 1.26% F2-1 MH-1 - 584.00 577.10 577.00 73.15 LF OF 18" RCP @ 5 47% F2 DI 3C 4.0 580.84 573.00 571.60 ---------------------------- 5111M Elam H2 DI-313 4.0 575.68 - 572.18 65.75 LF OF 15" RCP @ 1,03% H1 FES 57150 S � 4 3 ' 98.15 LF OF 18" RCP @ 1.02% K1 DI-213 1 4.0 557.88 1 554.00 1 553.3 Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 telel 434.531.7507 el steve@edwardsdesignstudio.com www.edwardsdesignstudio.com ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 telel 434.531.5544 el alan@alanfranklinpe.com KEY: - ` . Site ' w,s�iog t ?JiMges of VA k O U_ M a+. W Q� Z .J ,s i� LL yyy��� J ,1 O Z J 2 a J II a= T J c p tiTH OR J f . Steven W Edwards Cert. No. 0931 ref 10-11-19 "PE ARV n .L vq Alan G. Franklin J lk No. 35326 r 10-11-19 s sI ONA L SCALE: As Shown y ISSUED: 10/22/2018 < s, REVISIONS: 0. 02-08-17, APPROVED BY BOS 0. 06-19-17, MAJOR SPA APPROVED 0 0. 06-13-18, MINOR SPA- APPROVED A 1. 10-22-18, MINOR/ARBSUBMISSION 2. 12-17-18, MINOR/ARB SUBMISSION 3. 04-12-19, COUNTY COMMENTS 4. 06-03-19, CO/OWNER COMM ENTS Q 5. 06-07-19, CO/OWNER COMMENTS 6. 08-08-19, COUNTY COMMENTS A 7. 09-13-19, COUNTY COMMENTS L SHEET: Z 0 IN to Z 0 1Y O 1L Drainage Calculations W 0 OF 29 Lu 570 560 550 540 530 600 590 580 570 560 550 590 580 570 560 550 540 530 NOTES: 1. VDOT STD IS-1 (INLET SH PING) TO BE PROVIDED ON LL INLETS. 2. VDOT STD SL-1 SHALL B PROVIDED O ANY DRAINAGE STRUCTUR SD -Al SD-A4 STA 10+00. 0 STA 11 +46.5 QP1S-TRr UT ON EX. 24" CP STUB STRUCTURE RIM 544.00 (SEE SWM INV. IN 538. 0 RIM 551.63 INV. OUT 5�8.20 (EX 24' INV. IN 543. INV. OUT 54 SD-A2 STA 1 +63.61 VDOT STD. MH-1 RIM 543.50 - INV. IN�539.03 INV. OTT 538.93 -- 60" 0 SW _ I�29 LFF OF 15" DETENTIO ^ _ ` RCP @ .63% NETWORK F OF 15 76. 43 L OF 15" 1.01 C @ 0.99 o RCP EX. 24" RCP SD-A3 5.2% STA 11+38.2 R I M 550.20 INV. IN 542.9 INV. IN 539.9 (8" FROM ST RMFILTER) INV. OUT 539.80 10+00 11+00 STORM DRAWN SCALE H. 1" = 50' V: 1" = 10' M i 590 TALLER THAN 12'. 1 T570 580 TAILS) ) 10 560 570 550 560 540 550 530 540 D E2 TA 11 +56.47 DOT STD DI-3 RIM 574.00 I V. IN 568.10 SD D6 I V. OUT 568.0 STA 10+OQ VDOT STP DI-213 I (6' THRO4T) I RIM 564.7'p INV. IN 557.72 D INV. IN 517.72(E) j INV. OUT 557.62 EX. GRAD PROP. GR DE SD E1 ST 10+29.59 V OT STD DI-2A (2' THROAT) I RIM 569.64 INV. IN 563.64 l 1NV. OUT 560.64 126.88 F OF 15" i HDPE @ 3.44% 29.59 Llf I OF 15" 1 HDPE I 9.87% NOTES: 1. VDOT STD IS-1 (INLET SH PING) TO BE PROVIDED ON ALL INLETS. j 2. VDOT STD SL-1 SHALL BU PROVIDED O DRAINAGES rRUCTURE TALLER THAN 12'. 10+00 11+00 STORM DRAIN 'E' SCALE H: 1" = 50' V: 1" = 10' 600 590 600 580 590 570 580 560 570 550 560 ANY SD-D8 NOTES: STA 12+62.67 1. VDOT ST IS-1 (INLETS APING) TO BE � PROVIDED VDOT STD DI- (8' THROAT) B ON ALL INL TS. RIM 572.50 2. VDOT ST SL-1 SHALL B PROVIDED O ANY INV. OUT 565.75 RAT t t A STA 12 39.17 SD-D4 VDOT SITD DI-28 STA 10+4 .19 (8' THROAT) VDOT ST MH RIM 572.50 RIM 559. 8 INV. IN65.50 INV. IN 5 2.35 (D) INV. UU I bgS-40` INV. IN 5 2.35 (D4-1) SD-D6 INV. OUT 552.25 STA 11+61.11 VDOT ST DI-2B (6' THRO T) SD-D5 RIM 564. 2 EX. G STRUCTUR S D2 & D1 STA 10+97.44 INV. IN 5 7.72 (D) / HAVE BEEN LIMINATED VDOT STD DI 2B INV. IN 51,772 (E) (6' THROAT) INV. OUT 557.62 RIM 561.01 '' ROP. GRADE SD-D INV. IN 553.51 (DI-1) / + INV. IN 553.51 D / ONTECH INV. OUT 553. CMP RISER 1. 5' + -' TRIM 557.35 SEKARATIO INV. IN 551.79 OF �$ 230 LF OF 15" H PE@1.06% ].25 LF OF 18 HpPE r T i ± DPE ° U SEPARATION SE + > Q 60" 0 SW � SEPA ATION n � Z DETENTIO Q Q O NETWORK F 24" `) w � d I- 46.00 LF HDPE @ 1.00% co � v co I 78.06 LF OF 1 " � HDPE @ 9.849/ � ii I 10+00 11+00 STORM DRAIN 'D' SCALE H: 1" = 50' V: 1" = 10' 600 590 590 580 580 570 570 560 560 550 550 540 540 SD D4-4 SD D 2 SD D4-3 STA 12+45.53 STA 1 +95.75 STA 12+28.5 VDOT STD DI VDOT STD DI-1 STD M (2' THROAT) RIM 5,119.22 RIMVID5 RIM 567.00 RIM 571.63 N- } 554 6fl INV. IN 560.76 l_4V_ INV. T 554.50 INV. OUT 557 36 INV. OUT 562. SD D4-2 SD 4-1 STA 11 +69.0 STA 10+52.52 VDOT STD D -1 VD STD DI-2A RIM 559.00 (2' T ROAT) RIM 59.57 INV. OUT 55 .07 INV. IN 553.77 INV. OUT 553.67 SD D4 STA 10+00.00 VDOT STD MH EX. GRADE r RIM 559.08 PROP. GRADE:-- _ INV. IN 552.35 D) INV. IN 552.35 D4-1) INV. OUT 552.115 i 7.03LFOF15' DPE @ 11.00° Q 59.43 LF F 15" - HD o J 52.52 LF OF 15" HDPE @ 2.0 % H PEL@01 69% w HDP @ 2.51 % Q 1.0' ± SEPARATION co NOTES: 1 DOT STD IS-1 INLET SHAPIN ) TO BE PRO IDED ON ALL INLETS. 2. DOT STD SL-1 SHALL BE PROVIDED ON AN DRAINAGES RUCTURE TAL 12+00 13+00 10+00 11+00 STORM DRAIN 'D4-1' SCALE H: 1" = 50' V: 1" = 10' 12+00 2A 3590 580 570 560 550 540 ER THAI 13+00 580 570 560 550 540 SD D5-, STA 10 �37.49 VDOT ISTD DI-213 (U THROAT) RIM 560.70 INV. OL T 556.38 SD D5 STA 10+00 VDOT STD DI- 8 (U THROAT) RIM 561.01 INV. IN 553.51 INV. IN 553.51 INV. OUT 553. 1 -- 1' ± SEPARATION 1.0' <t SE bif Qf J Q Q IW- t- Z � Q LU > c w Co �o U) I 580 580 570 570 560 560 37.49 LF OF 15" -HDPE @ 7.66% ARATION 550 550 540 540 10+00 STORM DRAIN 'D5-1' SCALE H: 1" = 50' V: 1" = 10' SD F10 STA 19+77.45 VDOT STD DI-3A RIM 583.31 INV. IN 577.82 INV. OUT 577.72 SD F9 65 SD F1 ! I i i j i I ( j STA 19+24 STA 20+ I STA 10+09.00 + I j VDOT STD DI-3A RDIO 8STI VDOT ST FES I I ( ! RIM 582.59 INV. IN 5 W/ RIP R/ INV QUJ_��I P EC-1 + I SD F7 INV. IN 577.25 INV nI IT r)77 15 INV. OUT D F3 I SD F5 I I STA 16 11.96 II SDI 3TA 11+26.79 SD F4 STA 13+76.81 SD F6 VDOT TD DI-3C i STA 18 48.07 f S 1 I VDOT STD DI-"C STA 12+36.1 VDOT STD DI-�A STA 1�+12.21 (4' THR AT) I VDOT ETD DI-3C SQ F24' I THROAT) VDOT STD I-3B RIM 583.08 ( VDOT TD MH-1 RIM 58 .04 {4' THR AT) R S�fA 10+16.96 RIM 579.76 I (4' THROAT) INV. IN 573.81 RIM 583.10 1 INV. IN 75.18 RIM 581�88 IN ' V OT STD DI-3C NV. IN 572.35 I RIM 581.67 INV. OUT 573.71 ( INV. IN1574.58 ( INV. OUT 575.08 INV. IN 576.57 (18--) (' THROAT) NV. OUT 572.2p INV. IN 573.00 INV. O T 574,48 INV. IN 1576.57 (15") I R M 580.84 i INV. OUT 57 .90 I EX. GRADE I I INV. OUT576.47 (24") I V. IN 573.00 (1 ) I ROP. GRADE 1 I ! I V. IN 571.70 (2 1 V. OUT 571.60124"), _ J' J �. I SEPARATION 1 i ��_r 236.11 L OF 24" HDPE 0.55%31.001 ( j f ( I I i I 140.69 LF O - 24- HDPE' 0 0 13 50 /° .30 LF OF 24" HDPE @ 0.50°/G I �76.58 LF OF 15' ! 1 HDP HDP 7.40 LF OF 15"� r l I 1 1 99.80 LF OH 24" + _ _ BIO-F.IL`fER I ! HDPE @ 0. 0% jHDPE @ 0.769/q DPE @ 0.99% 1 17.00 L 10 OF 24' H .83 LF OF 24" PE 0.50% @ 109.33 LF O HDPE @ 0.5t 124" o /o I I I I 3±SEPARATI�7N 52.80 LF OF I HDPE 0. 15" o 9 /o i j I LL @ RCP @ .59% 1 ` I NOTES: i i 1. VDOTJ STD IS-1 (INLET SHAPING) T BE PROVIDE4 ON ALL INLE� I W U ! 2. VDO STD SL-1 SHALL BE PROVID D ON ANY DR INAGE STRUC URE TALLER tHAN 12'. I ! w - I ! co 1 Lu ! ( 1 I Co 10+00 11+00 STORM DRAIN 'F' SCALE H: 1" = 50' V: 1" = 10, 12+00 ( I I S4A �OT 13+74.78 I ! STD MH I VI 571.00 I j + IN . IN 559.10 I I� -OUT-559 0 !I SD- 3 f 1 f i SD- 5 STA �12+99.05 STA 14+15.05 i VDOTT STD MH j I 72" H W/ RACK RIM p68.00 I I RIM 71.00 Phi-�Pd 55fz 56- I STA 1010.00 INV. JUT 557.40 INV. OUT 560.00 (2 VDOT STD ES-1 1 1 I INV. OU i 539.00 I I 1 SD- 2 I I ST 10+68.62- 1 VDQT RIM STD MH-1 554.00 EXISTING ! TIE INTO INV. IN 544.80 GRADE / SWM INV, OUT 542.80 5_A7°J 75.73 LF OF 30" 40.27 LF OF 3 HDPE @ 2.23° " / I ( 3p,4 3�F OF 30' HDPE r 1.98% 1 ' / / I T± / SEPARATI N NOTES: I w z 1. VDOT ST Q IS-1 (INLETS APING) TO BEl 68.62 LF OF 30, CA�YI / RCP @ 4.08% W 2. VDOT ST SL-1 SHALL E PROVIDED N ANY i' RIP RAP Q DRAINAGE TRUCTURE T LLER THAN 12. CHANNEL (SEE PLAN) X W 1 10+00 11+00 STORM DRAIN 'G' SCALE H: 1" = 50' V: 1" = 10' 12+00 13+00 14+00 590 580 13+00 7 NOTES: 1. VDOT STD I1 -PROPOSED PROVIDED ON GRADE 2. VDOT STD S 57O DRAINAGE STF 600 560 590 550 580 540 570 530 560 14+00 15+00 16+00 17+00 18+00 19+00 SD F8- -1 (INLET SHA ING) TO BE STA 1 69.06 LL INLETS. VDOT TD MH-1 i _-1 SHALL BE ROVIDED ON NY RIM 58 .77 UCTURETALL R THAN 12'. INV. IN 577.36 J NV-Q Tz7 26- --1 SD F8- 1 STA 11+32.09 VDOT STD DI-1 EX. GRADE RIM 58 .00 I PROP. GRA E INV. IN INV, O 578.10 T 578.00 / 63.00 L 1 69.00 LF OF 18' HDPE raa / y HDPE @ 1.00°/ Q ±SEPARATI N / Z W cow co (n SD F8 STA 10+0 .00 VDOT ST DI-3C (4' THROA ) RIM 581.8 INV. IN 57 .57 (18") INV. IN 57 .57 (15") 10+0oINV. UU I b/b.4/ (24")11 +00 STORM DRAIN 'F8-1' SCALE H: 1" = 50' V: 1" = 10' 600 600 590 590 OF 15" 1.02% 570 570 560 560 SD F2-4 STA 12+57.40 r--SD F2-2 VDOT STD MH-1 20+00 1 ! s! � ` ��-��--- VDOT STD *H-1 RIM 584 INV. IN 75 1 79.45 (12") 1 I ' RIM 584.75 INV. IN r79.45 (18") INV. IN 578. 5 (12") INV. OUT 579.35 (18") SD 2-1 INV. IN 578. 5 (18") STA 10+73.1TD-6� INV. OUT 57�.05 (1$") �D F2-5 _ TO �T RIM 84.00 �D F2-3 DOT STD MH SD F2 INV. IN 577.10 (12") FA 11+86.71 1M 584.75 STA 10+00 INV. IN 577.10 (18") YDOT STD MH- V. IN 579.85 [NV. VDOT STD I-3B INV. OUT 577.00 (1 )RIM 584.75 OUT 579.7� (4' THROAT) I V. IN 578.65 ( 2") _.__ 5 „ INV. IN 573.0�0 (18") EX. GRAD I V. OUT 578.5 (18") INV. IN 571.7 (24") 17 PROP. GR E --Bt7ILDING -- -- - - INV. OUT 57160 ICI 35.25 F OF 18" 27.65 LF OF 18" i I RCP@1.05% R P@1.08% / i 73.16 LF OF 18" 75130 LF OF 18" 1 HDPE 5.47% CLASS V RCP 0 .26 /o 70.69 LF F 18" zr SEPARATIO RCP @ 0.�9% J ! I Lu 4cr_ + 001 NOTES: 1. VDOT ST IS-1 (INLET S APING) TO BE PROVIDED N ALL INLETS. 2, VDOT ST SL-1 SHALL BE PROVIDED N ANY DRAINAGE STRUCTURE TALLER THAN 12'. 10+00 11+00 STORM DRAIN 'F2-1' SCALE H: 1 " = 50' V: 1" = 10' SD D6-1 STA 101+35.50 SD D6 3 VDOT STD DI-213 STA 1 +37.09 (8' THFOAT) VDOT STD DI-2B RIM 560.72 4' THROAT INV. IN 559.82 RIM 571.10 INV. OUT 559.72 INV. OJT 566.50 SD D6 SD D6 2 1 STA 10+00 STA 1 +65.09 VDOT STD DI- B VDOT TD DI-2A RIM 564,72 (2' TH OAT) INV. IN 557.72 RIM 569.66 INV. IN 557.72 INV. IN 564.66 INV. OUT 557. 2 INV. O T�fi-1.66 72 00 F OF 1T 1' MIN. HDPE @ 2.560A SEPARATION 29.59 LF OF 15" HDPE @ 6.22% 35." 0 LF OF 15" HDPE @ 5.63% Q Q4 J Z coW Lu co co U) NOTES: 1 1. VDOT STD IS-1 (INLET SHAPING) TO BE PROVIDED ON ALL INLETS. 2. VDOT STD �L-1 SHALL BE PROVIDED ON DRAINAGE STRUCTURE TAL ER THAN 12'. 1 10+00 11+00 590 580 570 560 550 540 ANY Edwards designstudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 telel 434.531.7507 el Steve@edwardsdesignstudio.com www.edwardsdesignstudio.com ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 telel 434.531.6544 el alan@alanfranklinpe.com KEY: GaJd Rro� - pfPat 8 site f 9.rkmar, STORM DRAIN 'D6-1' SCALE H: 1" = 50' V: 1" = 10' O �4.83 - - - - D DI-1 5 8.19 578.09 ID 600 A 20+35.83 DOT STD D-1 IM 581.75 V. OUT 578.50 590 590 580 580 LF OF 15" @ 1.00% 570 570 i 1 560 560 580 600 570 2") (18") 590 560 580 550 570 540 560 530 LL 03 Z, •e W a W ■ �� � G � SD H1 STA 10+00, 00 VDOT STD FES _�j J, W/ RIP RAP EC-1 Q) INV. OUT 571.50 �W y`�•,, STA VDO j (4, T RIM I INV. i I 1 , Ir u(�FILTE I 74.0 LF OF 15" HDI @ 1.01 % 1 � NOTES: 1. VDOT STD IS-1 (INLET �HAPING) TO B 1 PROVIDED ON ALL INLET. 2. VDOT S D SL-1 SHALL E PROVIDED ANY DRAT AGE STRUCTIRE TALLER T 0+74.06 MROAT) ----j I �W„ _ T STD DI-3B U) V \ 76.08 UT 572.25 0 O r J. EX. GRADE 'J `1 PROP. GRADE 580 570 s I � - 560 - I �, ? N AN 12'. - 10+00 11+00 NtiJH OP It STORM DRAIN K SCALE H: 1"= 50' V: 1" = 10' Steven W Edwards t` Cert. No. 0931 � U - �� 10-11-19 ti s 7 OF t`I� 580 Alan G. Franklin Lic. No. 3532b , O x! 10-11-19 { W <S' ti 570 SI0ATA L R =' ;L J `- 560 SCALE: As Shown ISSUED: 10/22/2018 REVISIONS: 0. 02-08-17, APPROVED BY BOS 0. 06-19-17, MA10R SPA APPROVED A 550 0. 06-13-18, MINOR SPA- APPROVED 1. 10-22-18, MINOR/ARB SUBMISSION 2.12-17-18, MINOR/ARB SUBMISSION 3. 04-12-19, COUNTY COMMENTS QQ 4. 06-03-19, CO/OWNER COMMENTS Qn 5. 06-07-19, CO/OWNER COMMENTS Q 540 6. 08-08-19, COUNTY COMMENTS 7. 09-13-19, COUNTY COMMENTS A SHEET: z 530 0 Z O 12+00 13+00 0 10+00 11+00 0 LL S D IK2 ! ST 10+98.15 RELOCATED ` j VDg3T STD. Di-213 I (12'I THROAT) Rrlttt"561-'r INV OUT 555.00 SDK STA 10+�0.00 VDOT S�D. DI-213 i 4' THRO T j R I M 557. 8 INV. IN c54.00 j INV. OUT 553.3 ± PROPOSE GRADE _ I + 8.15LFOF18"RCP@ 1.02% EXISTING GRAD EX. 18" RCP @ 5. % ! i NOTE: 1 1. VD T STD IS-1 (INLET SHAPING) TO BE PROV DED ON ALL INLETS. 2. VD T STD SL-1 Sk ALL BE PROVIDED ON ANY DRAT (I I AGE STRUCTL RE TALLER THAN 12'. STORM DRAIN 'K III SCALE H. 1 = 50 V. 1 - 10 Storm Drain Prof les w OF 29 d l � 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 01-1 % SECTION CAST IRON Ye SECTION STEEL NOTES 2'-7" LUGS TO CAST WITH E 1'-31 ' L 2YZ" x 21/z" x 1/1" 1. DEPTH OF INLET (H) TO BE SHOWN ON 10'-4" LONG PLANS. FOR DEPTH GREATER THAN 10' USE COLLAR -T- ' STA VMD 01-IA A -- B A � h B � N 2,-7„ CAST I� IRON I STEEL 43.6 LOS 3 LEISI INCLUDING INCLUDING LUGS iCONIECTDR , 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF OME WELDED THE OUTFALL PIPE TO THE TOP OF THE JOINT STRUCTURE. PLAN "H" DMIENSIOMS ARE APPROXIMATE ONLY FOR ESTIMATING WELD ALL PURPOSES AHD THE ACTUAL DIMENSIONS CONNECTORS SHALL BE DETERMINED BY THE TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. 3, WHEN SPECIFIED ON THE PLANS THE INVERT 6 TO gE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE 4'-2' yz" x 11/p" x 4"� I Y2 x 4u STRUCTURE. PLAN LUGS 12' e%" CONNECTOORRS 4. IN THE EVENT THE INVERT OF THE (GRATE REMOVED) OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT -*•I-r1 SIB A s" OF STRUCTURE AI - BE SHAPED WITH HCEMENT MORTAR TOlPREVENT SECTION B-B STANDING OR PONDNG OF WATER IN THE STRUCTURE. THE COST OF FURNISHING ALL - COLLAR DETAIL 1/" MIN RAISED iTTERINC S TO BE ELUDED TO INLAM ET SHAPPING I 2 1 IN THE BD PRICE FOR THE STRUCTURE. DIMENSIONS FOR DUMP NO WASTE DRAINS TO WATERWAYS 5, STEPS ARE E BE PROVIDED WHEN H IS FOR DETAILS SEE CAST IRON ONLY STAJOOR OGRSETATER. DETAIL B 6, THIS ITEM MAY BE PRECAST OR CAST- DETAIL A N-PLACE. CLOTH CLOTH 2'-6" 113„ SEE DETAIL 7. 04 X 8" SMOOTH COWLS AT APPROXIMATELY 12' C C TO BE 2'-7" I88, 0 OR /,e�, 4" DEPTH AGGR r r I PLACED N ALL AREAS ADJACENT TO ABUTTING CONCRETE TO PREVENT SETTLEMENT. N LEU OF DOWELS 1, NNB x 8 y{IDTH (j jj ILL( jj (j Q ti -,`7 A 2"X4" NOTCH MAY BE PROVIDED. li a • N _ II j' II Jj'IJI SEE STANDARD T-Dh3, 4 FOR D. COLLAR 311 DIAMETER n Q ��77 I1 ALTERNATE DESIGN. " i ; SWEDEPNOTE 8 Q u 8. 3" DWETER WEEP HOLE Wes, 112"XI PLASTIC HARDWARE CLOTH x z S N OR GALVANIZED STEEL YAW. MINIMUM 12"-15"-1B" OR 24" WIRE CWMETER 0.03", NUMBER 4 MESH zv n n MUMME HARDWARE CLOTH ANCHORED FIRMLY N N N T7 e ' D' _ TO THE OUTSIDE OF THE STRUCTURE. FM • > Q • ,o 8. CAST N PLACE CONCRETE IS 70 BE A a o d + A3E 3000 PSI). RECAST0 -i. CONCRETE S SECTION A -A Mz + � i{-}.� 10• MY ALTERNATE METHODS OF ANCHORAGE MEETING APPROVAL OF THE ENGINEER CONCRETE QUANTITIES FOR MIN. DEPTH SEE DETAIL a ��/�y/��� MAY BE SUBSTITUTED FOR THE CAST IRON UB LUGS AS SHOWN HEREON. 12" C RETE PIPE - 1�.44�0 CU, YD. CONCRETE 15" C CRATE PIPE - 182D CU, YD. C CRATE 18" RETE PIPE - 820 CU. Y0. CORETE N1/4" ( 13' I r "I APPROXIMATE ' CAST IRON CRATE 3B3 WEIGHT ± 18 LBS n. NO WASTE DRAINS N WATERWAY LDUMPETTERING LETTERING IS REQUIRED ON ALL 01-1 C T 24" CONCRETE PIPE - 1817 CU. YD, C CRATE SECTION C-C SECTION D-D MAY (VARYEBYLMANUFOACTU MOF ANUFACTURER. AA'80WGIb�NAA. FOOOTYDOF DEPTH. GRATE DETAIL 1'VQ°T STANDARD DROP INLET SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 121' - 2411 PIPE. MAXIMUM DEPTH (H) - 101 233 104.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS FRAME ?4" RASED LETTERING 0 LETTERING OPTIONAL Q~ w�SrF LOT f/e' ❑ ❑ ❑ �1 B A ❑ ❑ ❑❑❑❑❑ A J ❑ ❑❑❑❑ x II/2" SLOT El❑ El P�? III Tn All APPROXIMATE WEIGHT 5(4" RAISED LETTERING CAST RON FRAME 86 ± 4 LBS. COVER 53 ± 4 LBS. COVER 1'-9Y4" DIA. 1%2" FINISHED �" y�,,��yt' i DIMENSION I 1 1 MACHINE ��I I MACHINE MIA - SECTION A -A SECTION B-B NOTES L THE LETTERS V.D.O.T.ARE OP IF USED THE LETTERS ARE TO BE T IN THE DEPRESSION IN TOP OF THE COVER 1" WIDE AND RAISED I HIGH AS SHOWN, 2. THE DUMIP NO WASTE ORAINS TO WATERWAYS LETTERING ISREQUIRED ALL IC 2 COVERS. LOCATION OF LETTERING MAY VMY BY MANUFACTURER. SPECIFICATION XVDCY j- REFERENCE STANDARD INLET AND FRAME COVER ROAD AND BRIDGE STANDARDS 224 REVISION DATE SHEET 1 OF 3 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 105.01 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS SEE STMDARAD SL-1 FOR APPLICABILITY OF SAFETY SLABS. B STANDARD MI I NOTE' FRAME & COVER I THE TOP OF MASOMY IS TO BE LEFT ((- SUFFICENNLY LOW TO PERMIT PROPER ADJUSTMENT OF COVER AND FRAME TO GRADE BY THE USE OF MORTAR OR BRICK AS DIRECTED BY THE ENGINEER. SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK APPROVED BY HALF PLAN VIEW J HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE NOTES: 1.QUANTITIES SHOWN ARE FOR MANHOLE WITHOUT PIPES. THE AMOUNT DISPLACED BY PIPES MUST BE DEDUCTED TO TABLE OF QUANTITIES DEPTH BRICK MANHOLE CONCRETE MANHOLE BRING( CONCRETE CONCRETE FEET THOUSANDS CU. YARDS CU. YARDS 4 0.5 0.785 1.437 5 0.7 0.785 1,699 6 0.2 0.785 1.961 7 1.0 0.785 2.223 B 1.2 0.765 2.485 9 1.4 0.785 2.747 10 1.6 0.765 3.009 11 1.9 0.970 3.456 12 2.2 0.970 3.817 13 2.5 0.970 4.179 14 2.80.970 4.541 15 3.1 0.970 j C. 18 3A 0.970 5.265 17 4.0 1.173 8.032 INCREMENT 1 0.45 OBTAIN TRUE QUANTITIES. 2. A BASE THICKNESS OF 9" WAS USED IN COMPUTING CONCRETE QUANTITIES. 3. INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH. 4. MATERIALS MAY BE BRICK CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK. 8. F BLOCKS ARE USED THE WIND" THICKNESS OF SAME IS TO BE S'. OTHER THICKNESSES ARE TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE. 5.ALL CONCRETE TO BE CLASS A3. 7.WHEN SPECIFIED ON PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD 6-1. LEEALCENTE LNG MATRISINIIDENT& TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. SPECIFICATION REFERENCE MANHOLE FOR 12" - 48" PIPE CULVERTS vC>BRIDGE G ROM AND STANDARDS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 5 108.01 2016 ROAD & BRIDGE STANDARDS Q CV h- eo CD (V O� 0 r 0I-24 28. 2C EXISTING OR PROPOSED GALV. L21 X2Vz'XI/4' r,%-- SDEWALK. SEE NOTE 15 _ NG f E EXPANSION JOINT BACK OF SIDEWALK EXPANSION JOINT GALVBMOB= 3'-2„ �A BARS A-1 Q C BARS A-1 " 5" C-C F C-C D D _ _ BARS B 0 10" C-C TYPICAL. iv N FACE OF CURB I f • B0AR85 G C 9 Za • T2" Su FEW RACK CONTROL JOIN BARS p C-C LR,, E � SECTION B-B COLLAR & 44. 3'-S" 2,_7I IW MAX. PLAN VIEW lo' MAx 1-4'• " 2'-0" -" �A BARS A-i L 2%2"X2�Y"XI%4„ L-VARIABLE-MAX.20' I GAIN. �ASLOPE EpAO�FH m -D" 1T" 8" 3'-0" ev SURFACE CALM. MCBX12 N ° - GALVANIZED MC 6 X 12 1 12 - 4 ° ° WARPED SECTION' D-D G"92 a6s CCSERFAGEWELD 3" DIAMETERWEEP HCLE " " GALY. WELD ALL SEE NOTE 8 _ F lAC8X12 '' X 4" STUD SHEAR SECTION C-C CONNECTOR FRONT ELEVATION ADECREASE To I" To COLLAR. WHEN INLET IS USED SECTION E-E DI-2A DI-28 WITH MEDIANS. WARPED GUTTER L .� BATS A -I APPROACH GUTTER 7" � 1 1 N .. • ` a' WEEPHKXLE I/ ri 1 L 21�p'X22A'XI/4" I I I 1 FIO* ♦ 9 i� BARS A-i ,. 1- SEE NOTE 8 BENi JLATES r GA•�'^� SLOPE OF W B +F 0 BARS ' 's: OARS C-C oD APPROACH SURFACE FOR USE ON GRADES 1C C3/BARS C 1+„ , I(RFAk CO�Np DI-2C L BARS F A 8" C-C WELDED T00ANG IRON o r c-C I TYPE A WARM TYPE B Flow i r `FLOW „ SEENOTE5 NOSE DETAILS - I I _FLOW 2'-3" TYPE A NOSE DETAL SHALL BE USED WITH CO-7 STANDARQ. TYPE 8 NOSE DETAIL SHALL BE USED WITH CG-6 STANDARD. GALVANIZED OF OW AND IS TO B ANCHORED WWIITNBi�%TX4" AN MOLE FOR USE IN SACS SECTION A -A SHEAR CONNECTORS WELDED TO BENT PLAA AT 2' C-C. BOTH SIDES TO BE SYMMETRICAL FOR STEP DETAILS SEE STD. 57-1. ROAD AND BRIarS STANDARDS STANDARD CURB DROP INLET SPECIFICATION SHEET I OF 2 REVISION DATE 1211 - 2411 PIPE: MAXIMUM DEPTH (H) - 9' 233 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 104.03 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS END -SECTION 1211 - 60" PIPE HUB END ON OUTLET END -SECTIONS SPIGOT END ON INLET END -SECTION X x J� CONCRETE TO BE - - _ - - _ - 4000 PSI MINIMUM PLAN siLU I IUN X-X END SECTION DIMENSIONS PIPE DIAMETER A B C D E 12" 4" 2'-0" 2'-0" 4'-0" 2'-0" 15" 6" 2'-3" 1'-9" 4'-0" 2'-8" 181. W. 2'-3" 1'-9" 4'-0" 3--0" 21" 9 2'-11" 2'-1" S'-0" 24" 9 " 3'-7" 2'-6- 6'-7" 4'-0„ 2T' " 4,-0" 2'-1" 6'-1" 4'�" 30" 1'-0" 4,_6" T-7 " 8'-1 „ 5'-D" 33" 1'-1 ' #'-10 2'- " T- ' 5'-8" 36" V' 3" 5'-3" 2'-D " 8'- " 8'-0" 42" 1'-9" 5'-3" 2'-IV' 8'-2" 481, 2'-0" 6,-0" 2'-2" W-2" 7'-0" 80" 2'-11" 5'-O" 3'-3" 8._Y" 81-0" ALTERNATE END -SECTION 12" - 60" PIPE ES-1 HUB END ON OUTLET END -SECTIONS SPIGOT END ON INLET END-SEG71ON X r `X r : r ' - - - - II CONCRETE TO BE I� - - - - - - - - JJJ 4000 PSI MINIMUM FLAN SECTION X-X END VIEW END SECTION DIMENSIONS PPE DIAMETER A B C I D E 12" 4" 2'-D" 4'-1" 6'-4' 2'-0" 15" W. 2'-3" 3'-10" 8'-f' T-6" 18" 9" 2'-3" 3'-10" 8'7 Y-0" 21" 9" 2'-1?' 3'-2" B'-1" 3'-6" 24" 10" 3'-7" 2'-8" 6'-3'• 4'-0" 27" X) " 4'-O" 2'-1 2. 111- 11. 4•-6" 30" 1'-0., 4'-8" Y-7 " 6'- " 5'-0.. 33" i-1 ' 4'-IO ' 3'- 8'-1 " 5'-6•' 38" 1'-3" 5'-3" 2'-1D " 8'-1 5''0" 42" Y-9" s'-3° 2'-n' 8'-2" 48" 2'-0' B'-0" 2'-2" 8'-2" T-0" 54" 2'-3- 5'-5" 2'-n- B'-4" T-8" 60" 2'-8" 5'-0" 3'-3" 8'-3" 8'-0" LENGTH OF PPE PAY LINE Sm c e NOTES: EVERT PIPE LENGTHS SHOWN ON PEARS ARE BASED ON END -SECTION DESIGN SHOWN ON THE LEFT. F THE CONTRACTOR ELECTS TO USE THE ALTERNATE DESIGN SHOWN ON BE REDUCED .BY THE CIIGFF�Ek� INSDIM�ET'ISIOON "0". SLOPE DETAIL SPEFERE C REFERENCE FLARED END SECTION xv=r ROAD AD BRIDGE STANDARDS 3Dz 12" - 6011 CONCRETE PIPE CULVERTS REVISION DATE SHEET I OF 1 102.01 VIRGINIA DEPARTMENT OF TRANSPORTATION V-B%" DUL SECTION A -A 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS OPTIERING ONAL APPROXIMATE WEIGHT CAST IRON FRAME 2M ± 12 LSS. COVER 137 ± 7 LBS. B TOP A I SECTION B-B BOTTOM XECIFICATION ROAD AND BRISTANDARDS STANDARD MANHOLE FRAME AND COVER SP� SHEET 2 OF 5 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 3�02 w6.D2 2016 ROAD & BRIDGE STANDARDS DI-3A, 38, 3C ,-FOR DETAILS OF INLET EXPANSION KEYED JOINT COAST• BARS 1) 'r APPROACH 1' • T A • _ lll �II■■■■■■■■LI■■■■■■■■■■goon■■■goon■gol Ali/wrrrrroirrr wrwwwwwwwwwwwwwwwwwwwwwwwwww■ rrrrrrrrrrrrrrrrrrrrrrrrrrrr■ r wr r rrrrr/�Irrrr�l �- � fY��Irrrrrrrr��rrrrrrrrrrrrrrrrrrrl Frrrr•Ironrrurrrrrrrr.rrrrrrrrrrrrrrrrrrrrl JOINT`' GUTTER ,BAR G 2„ / WARP 0 GUTTER Y, , > BAR C I /•. SUBBASE __ _ HARDWARE __ BARS E CLOTH + I WEEP HOLE. o SEE NOTE 8 I � 5TEP5.'SE N07E 5 SECTION A -A KEYED CCNSTJOINT L-VARIABLE -MAX. 20' r . 2'__. 10" WARPED GUTTER z BARS A APPROACH i� � � I GUTTER h12 / 6) 1 �•� `"--BARS F BARS E LAB �v - - - - _I kW DIAMETER BARS E WEEP HOLE FRONT ELEVATION BARS F a 1-a" s" BARS B (GUTTER REMOVED)1�/i/,,, Ly 5X1/.j' BENT PLATE SECTION B-B "R , TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS.. /4 �`- L2%2"X2'/z"X'/4" TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 & CG-6 STANDARDS. e• GALVANIZED TYPE A TYPE B '/2" X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68.30' TO ANGLE IRON AT 2'C-C. CONNECTORS AND 15 TO BE ANCHORED WITH '/Z' X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C, 2" APPR. PAVEMENT DI-3A� l._-_, p{-3B L 01-3C L WARPED PAVEMENT �--- - - - - - - _ --� - FLOW FLOW FLOW • 1'-0" 1 - i 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE N SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL `VDOT STANDARD CURB DROP INLET SCIFIC ION REFERENCE REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 2 REVISION DATE 12" - 30" PIPE, MAXIMUM DEPTH (H) - 8' 233 104.09 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 .a TRANSITION BETWEEN ° PIPE DIAMETERS WHEN DIFFERENT SUES OF PIPES ARE ENCOUNTERED. 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS t SHAPE TO ELEVATION r OF MID -POINT OF LARGEST PIPE. E TO CONTOUR I OF OF PIPE I I I I I I ,y O�oE-TaPIPEE RAN TO INVERT OF SECTION A -A METHOD OF TREATMENT IN DROP INLETS n V NOTES: OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH �� THIS APPLY THOSE STRUCTURES SPECIFIED SLOPE TO DRAWING IS TO TO ON PLANS OR WHERE INSfEFtf OF PIPE 15 ABOVE INVERT OF , DRAIN TO INVERT OF STRUCTURE. OUTLET PIPE MANHOLE OR CROP INLET IS TO BE FORMED AND CONSTRUCTED `• / N ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A / / PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS C1,EXCEPT THAT 259 OF COARSE AGGREGATE MAY BE UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK. / + J + /fJ �J(/ " I'., j %: ' BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE j I ;: •:.- n� OF THE COARSE AGGREGATE SWILL REMAIN EXPOSED, DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE + ° PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED ' - INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AM FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES ROAD ANDIarSrfANDARDS STANDARD METHOD OF SHAPING SPaE �"+ 1 OF 1 REVISION DATE MANHOLE & INLET INVERTS SHEET 302 1D6.08 VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS PB 1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL - TOP OF FILL TCP OF FILL r -- GROUND LINE _ GROUND LINE = GROUND LINE _ 1,11 I rrrrrr rrrr I l I I I ,III I I- rrrrrrr rrrr III I I I III -I rrrrrr rrr I -I 1- 11 - rrrr rrr rrr __ f�j i'v -1� rrr rr r. r EARTH I _rrr =11 rrr D r (� ROCK OR - rf d r I EARTH o N o =1 UNYIELDING N SOIL -1 I. ~ v o BEDDING - _ MATERIAL I - MIN. 1710 DIj X D X BEDDING MIN. 1/10 D X D X BEDDING MN. tI10 0 _ MATERIAL MATERIAL X D X �� MIN. B"RMAX. 24" FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D MIN, 1.5 x D MIN. 1.5 x D 1 MIN. 1.5 x D TOP OF FILL TOP OF FILL TOP OF FILL x = rrrrrrirrrrrrr rrrrr.•rrrrirrr = :4r'r•'r. rrrrrr, rrrrrrr •r}•.;; };:. � • •rr � - .... .. rrrrrr rrrrrrr :•-• • •• • - = ' +r'•'rfr - .;{ ::• rrrrr rrrrr 'r,::.;;: ;; rrrr rrr rrr r r� - rr'r'`'f rrrrr .� rrrr - :'r ` �'r • rrr ?;,''. rrrrrrrrrrrrr rrrrrrrrrrrrr -- rrrrrr rrrr rrrrrrrrrr ,.5:{r _ f . •• •• M,.,.;r.;;.• GROUND rl � rrrr �,.�.r' rrr }r}r•:; .. + GROUND - rrrrrrrrrr rrrrrrrrr + ,� -•r •;,r•-, ,, a ,• + _ rrrrrrrrr �y rrrrrrrrr GROUND rry,.;}; � •. � N - _LINE y. EARTH �' ROCK OR - MIN. 1/10 0 - UNYIELDING I -III.. I; .II = _ - -' MIN.1/10 D X D X BEDDING MATERNAL %z• PER-11 SOIL Y' OF H X U X _- �urllrnr-M.-T •• -., MIN. 1/10 D- BEDDING EARTH MN. B", BEDDING MATERIAL MAX.24" MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL ®BEDDING MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE ® EMBANKMENT NOTES: SPECIFICATIONS. FOR GENERAL NOT -ES ON PIPE BEDDING, CLASS I BACKFILL MATERIAL IN ACCORDANCE SEE INSTALLATION OF PIPE CULVERTS WITH SECTION 302 OF THE ROAD AND BRIDGE AND STORM SEWERS GENERAL NOTES SPECIFICATONS. ON SHEET 107.00. REGULAR BACKFILL MATERIAL IN ACCORDANCE THE rrrr FOR PLASTIC PIPE CLASS I BACKFILL MATERIAL WITH SECTION 302 OF ROAD AND BRIDGE CRUSHED GLASS CONFORMING TO THE SPECIFICATIONS. IN ACCORDANCE WITH SECTION 302 OF THE ROAD SIZE REQUIREMENTS FOR CRUSHER RUN AND BRIDGE SPECIFICATIONS, AGGREGATE SIZE 25 AND 26 MAY BE USED IN PLACE OF CLASS I BACKFILL. FOR ALL EITHER PIPE REGULAR BACKFILL MATERIAL ''rrrr IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. XVD❑T INSTALL. OF PIPE CULVERTS AND STORM SEWERS SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS CIRC. PIPE BEDDING AND BACKFILL - METHOD "A" 302 SHEET 1 OF 4 REVISION DATE 07/12 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 X)7.01 I I • ` /6' R TYPICAL SECTION IDMIENSIONS MAY VARY WITH MANUFACTURER'S DESIGN) 2016 ROAD & BRIDGE STANDARDS 20163 ROAD & BRIDGE STANDARDS NO. 6 GALVANIZED STEEL STEP ST-1 A4 ORROOSHON ADE .REESISTANT NRUBBER�ORR ENCASED MATERIAL APPROVED BY THE ENGINEER. (DIMENSION MAY VARY WITH MANUFACTURER'S DESIGN) CORROSION RESISTANT MATERIAL # 4 REINFORCING ROD CAL SECTION ;a iV NOTES3 ' STEPS WILL BE REQUIRED IN ALL STRUCTURES WITH A DEPTH OF :' •'' • :• 4' 0" OR GREATER UNLESS OTHERWISE NOTED ON THE PLANS. % ' 4/ ALL STEPS SHALL. PROTRUDE 41/2" FROM INSIDE FACE OF :.`; ... •, W STRUCTURE WALL. �.,. MAXIMUM STEP SPACING TO BE III" C-C. •'` STEPS SHAD. WITHSTAND A MINIMUM FORCE OF 300 POUNDS WHEN : EXTENDED 4/2" FROM THE FACE OF THE SUPPORT. STEPS ARE TO BE VERTICALLY ALIGNED AND UNFORMALY SPACED FOR THE ENTIRE DEPTH OF ANY STRUCTURE. IN PRECAST UNITS STEPS MAY BE CAST N PLACE MORTARED INTO HOLES PROVIDED BY THE FABRICATOR, OR AVEN. II MINIMUM OF 3" EMBEDMENT STEPS DIFFERING IN DN,ENSIONS, CONFIGURATION, OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THEY MEET THE MINIMUM REQUIREMENTS SHOWN HEREON AND THE CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS AND CERTIFIED TEST REPORTS OF THE PROPOSED SUBSTITUTE AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS. ALL STEPS INSTALLED SHALL BE PROVIDED WITH SLP-RESISTANT SURFACES SUCH AS BUT NOT LIMITED TO, CORRUGATED KNURLED, OR DIMPLED SURFACES. ALUMINUM STEPS SHALL BE FABRICATED IN ACCORDANCE WITH ASTM 8221 ALLOY 6005-T5. THAT PC RfION OF THE STEP ENCASED IN MASONRY SHALL BE UNIFORMLY COATED WITH A BITUMINOUS ,50lVENT TYPE, ASBESTOS FILLED ALUMINUM PIGMENTED COATING OONFORMINC TO FEDERAL SPECIFICATION TC-C-00498A. ALUMINUM STEP SPECIFICATION �,,/�-� REFERENCE STANDARD STEP ROAD AND HiDCE STANDARDS VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET I OF 1 D8.09 2016 ROAD & BRIDGE STANDARDS Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 telel 434.531.7607 el steve@edwardsdesignstudio.com www.edwardsdesignstudio.com ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 telel 434.531.6644 el alan@alanfranklinpe.com KEY: GaidaP �R a PPot Site '* f,`ros5,pg . - �5_ rvlm 0 VA V n t y c j O ILL Z CIIIIIIIIIII " W LIJ G *�A +.r„) J 1 �r Y��•�/I0 o J z J /) C/ = J n 'J u r J _ :l a o ti T, ��tiTH OF bI ,� < Steven W Edwards t' Cert. No. 0931 rid 10-11-1961 T3 (S'C, C� P 1: 4= r n J TH OF w :Alan G. Franklin - lk No. 35326 10-11-19 IS' o sI OAIA L L) J) J SCALE: As Shown W ISSUED: 10/22/2018 REVISIONS: 0. 02-08-17, APPROVED BY BOS 0. 06-19-17, MAJOR SPA APPROVED d 0. 06-13-18, MINOR SPA- APPROVED 1. 10-22-18, MINOR/ARBSUBMISSION 2. 12-17-18, MINOR/ARBSUBMISSION 3. 04-12-19, COUNTY COMMENTS A 4. 06-03-19, CO/OWNER COMMENTS 5. 06-07-19, CO/OWNER COMMENTS A 6. 08-08-19, COUNTY COMMENTS 0 7. 09-13-19, COUNTY COMMENTS 0 SHEET: 0 l'- U Z 0 IY 0 LL 0 LU U) Storm Drain Det -ls W 03 tJF 29 LU 0 m 0) f CD Q 0 t- _- �/ /'' �' r' * I/ � ; ! NOTES: v vv N Edwards designStudio, PLLC i `� / / / /' I,/'-% 1. CONTRACTOR SHALL COORDINATE WITH RWSA AND ACSA DURING CONSTRUCTION OF THE CONNECTION TO THE EXISTING RWSA 12" WATERLINE \ \ \ Landscape Architecture and Site .� = \ Planning �� , /` -�� / � `, i 2. CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT THE RWSA 12" WATERLINE DURING CONSTRUCTION �\ Z \ \\ 4936 Old Boonsboro Road ' / ,- / , - 3. CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION, THE OUTSIDE DIAMETER AND THE PIPE MATERIAL OF THE 12" WATERLINE PRIOR TO \ \ Lynchburg, VA 24503 0 1 , 30, 60, 120' i 1. ` -� \ / " __ '�I MODIFYING OR CONNECTING TO THE EXISTING WATERLINE RWSA SHALL BE CONTACTED 3 BUSINESS DAYS IN ADVANCE OF THE TEST PIT AND SHALL BE PRESENT i �- / _- �-/ �= DURING THE TEST PIT. \ tale! 434.631.7507 -- -- / / - i \ \ e steve edwardsdesi nstudio.com ` l' _^ _ ''�� 1° 11 - f � 4. OWNER'S ENGINEER SHALL SUBMIT TO RWSA AND ACSA FOR APPROVAL A PLAN TO CONNECT TO THE EXISTING WATERLINE BASED ON THE INFORMATION FROM O �i 1 @ g tim \ . \ www.edwardsdesignstudio.com �,, 550 � v: � �} �. 550 �/ ,�� � 'r �- THE TEST PIT, RWSA SHALL BE CONTACTED 3 BUSINESS DAYS IN ADVANCE OF CONNECTING TO THE EXISTING WATERLINE, IF ANY ACSA CUSTOMERS WILL BE V � \ / ' c; / '� r WITHOUT WATER DUE TO THE PROPOSED CONNECTION TO THE EXISTING WATERLINE, THEN THE CONTRACTOR SHALL COORDINATE THE OUTAGE WITH ACSA ��' 11 \ / '' / -1 ._'� \ y �f � --- / / 5 CONTRACTOR SHALL USE DUE DILIGENCE TO NOT DISTURB THE EXISTING BLOCKING OR THRUST RESTRAINT ON THE EXISTING 12" WATERLINE � �/Z \ ALAN G. FRANKLIN, P.E. LLC _ - cS� 1Engineering ,- .,-_ Civil and Site Planning � ','- � j / - �. �- 56136 CONTRACTOR SHALL BE RESPONSIBLE FOR RESTRAINT OF EXISTING 12" WATERLINE DURING THE CONNECTION TO THE EXISTING WATER SYSTEM 0 \ � \ ` 427 Cranberry Lane Crozet, VA 22932 / /Z \ \ Y / 0 -' , � _ / i /' � / 7 No PERMANENT CONNECTIONS TO THE POTABLE WATER SYSTEM ARE ALLOWED UNTIL THE NEW WATERLINES ARE TESTED, DISINFECTED, AND READY FOR '' \ '' , SERVICE. tale! 434.531.5544 �"I / /' / < i\ 11 F o I \\ \\ el alan@alanfranklinpe.com 8 SE_ SHEET 2 FOR RWSA GENERAL CONSTRU TION NOTES 2 / i 0/ __ � / _ ,I " A \ \\ - � i r--' � / � 9 ACSA IS NOT RESPONSIBLE FOR RESTORING THE PERMEABLE PAVERS/ASPHALT IN THE FUTURE IF EXCAVATION OVER THE WATER MAIN IS REQUIRED. �. 12 Xfi TES � „ NOTE: _ - < /' RESTORATION OF PAVERS IS THE RESPONSIBILITY OF THE OWNER EX. FHA \ KEY: �ry __ - 1 ACSA HAVE ESPONSIBI ITY FOR RESTORING T D CORATIVE WALL LOCATED OVER THE RWSA WATER MAI N FRONT F THE GARDEN SPO . 12" G.V. \ I'll`���? \ \\ ` FIXTURE COUNTS MUST BE PROVIDED TO THE Z - °RWSA AND AV N L EX. 12°PLUG o - \ V., ; COC�TRtX -TOR WILL BE REQUIRED TO REMOVE AND REPLACE THE LAST RTION OFT HE ER MAIN TO ACCOMMODATE PROPOSED FIRE LINE AND DOMESTIC sm \;\ \ I \\ �` . + ALBEMARLE COUNTY SERVICE AUTHORITY PRIOR \ - -- _ \ \ -- `'--_ _ i i / / METER VAULT (SERVING THE APARTMENTS ON LOT 4). ,,. 11 - -" � -0. q TAPS p WATER p SERVICES. + �+-�---� , TO MAKING TAPS FOR V Vf1TEft �7ERU1 �, E.7. METER �� j -.��� 12 CONTRACTOR TO REMQVE EXISTING 8" SANITARY SEWE E FROM STRUCTU H ZC3 EXCEPT FOR A a STUB AT MANHOLE UTILIZE 8" STUB TOTRANSITION TO �, �v � , �� � 6" LATERAL INTO R 1 LDI NG, INSTALL A CLEANjQU�' (I E) 510 i \ , ' ,> • ; cs �R� SIZES WILL BE DETERMINED ONCE FIXTURE - - Rom: COUNTS ARE PROVIDED. --- - ' - _ -- - v vv i _ _ \ � - Site 1_e' �l /' // - CONNECT TO EX. 12" r v ) \V s.r�jar," / / S1 �/ iceV "� ,,r .1 - A I • ., RWSA WATERLINE @ I \\ I\ I \ -_��n_, r -r ufnK v t f /// / ' o / . THE GARDEN EX. 12" DIP STUB \\ 1 \ - w ," - I r _ `��� / �� I �� " � SPOT$ `� A igervlcesorvR? �>. ' i 1. 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Edwards EX. en ti Ed and 5 I M Ste 1 �' I I + .{ •:. r _ - ,; • �ERMEABLE l y. - ', � I , � , , I ; II 1 -'�` COM. /' °> VAULT ! �' :� GAS SUPPLY I(NE {� 20 ACSA / PAVERS ( ) c f1 R!M 554.`,77 NF, I I LI I - 7 11A_,,� J t` Cert No. 0931 >' _ TO GENERATOR I \ (RES.)! 11 ,., I EASEMENT I vj - U a 44 I I I > / 1 / a ` , < < I I , `. INV. !N 519.24 l w'.+44, I I { f { ; I / ! - i'l2 WATER L �I le I ff t I �, Li I F c AN. / I ,j SERVICE, �J 6 _ r , a O LA RAL . ' _, II - I I }--- E / I I O �'� I. _ w s� _ ! / METER, & 1 1 { ` , I � - -I �.� I I _ � P R ll E: .J II F2-4 - Q I �z I I / II / VAULT I ) E A _ 2� ACSA - I I / �_ _ = = w ° / j EASE M EfiJT� I 0 �, -- -- a_ I 1. f / I C©M. I 1 �- 1 ✓ - / ' � ( I C .,, , '5,f - I I I `-, I - I i I ; ) ; - I I I I x _ / - j. r ® LLl --- Lo -.-P ME �rL ___._ I - - �:. '(�) I I :0° BEND I I { . '- sD I _ ( I { `' i / A1�E I e, r.. rr1 _ - {1113 i I �a F82 - $ x6� RED. I I F2-5 = I / 1 I I - )' O I .. -, R , �; - .., ,` 1 I a _ - f ---- / '� _ / // ( ice/ � G ■ �' ' r - 4�} T T - ' � J ij { i I I R t' i./�D r FHA I ; I I I I I { I ,1 c> I . � , *1 I � 1,' � _ I ; I I - / I w � I r I r I , ii I I `. , - I � I , � i ;"`; GREASE ;- - h I I i J L� I r � � - ` I _ _ I S .� I +a 1 i, = r ��W C ,I F #6 TRAP l Ii I ', ., i / / / I I ? ,r � �� �,,p� - yTH 0 1 - l NOTE. FINAL METER SIZE TO - ®� _ /' ;/ 1 ! I : tl / �) U, r � 1. : 1 al.. I I I1./ I •� I f I _ BE DETERMINED-BY-ACSA l 1 i z I �' I O �G' I / j I / i I Q - i rf n r f- ® PRIOR TO CONSTRUCTION - ! _ - /,/ 'l E I ,Ir-i !I 1 I i r, -1 ✓ { Y : _ I -o - - - I I > t , , e I ,% J 11 - 11. . t t - 6" SAN. . 11 / 1 1 WATER I I / s ._ flan G. Franklin '�% / / CLEAN i I �D 11, __ - t / I ;LATERAL PER EAB _.% 1 B Q 39 1 o OUTS SERVICE & s® I .-'I I [ ..- Lic. No. 350�6 I ,__, � 3 - --{ W j�'!j I " -_ 5/8 METER FOR I , - 4; --- y.cT ° 1 O W \, 4 8 SAN. - Z _ - , _ -i { L " is .�> 10-11-19 t , + -- IRRIGATION --- - - -•� - I - 1 I LATERAL _ r I Y, ,. s a ( 6 , - :4 ,'. y,; „1 -- F6 \. ,_ I I x. : - I \ - -''I EX. 'SDMH ' - / , ,: - - - -- _ r o o i 1 A j _ t UNA Lto f --- - 11 5 4 1 z I - - - - - _ � Rltl/1552V..8 END -- - Y J _- \ , ! _ 57 -7 tril : \ - o \ -- -� F A f - - - -_ _ I - .- \ _ - o \� E, oZ �-, --W PERMEABLE--.- ..r PERMEABL_-�- I - - _ 5 _ ' I - i - f � - _ _ �. O I*. �� \. `,_ PAVERS N'f�#3 ; I I - �'�� - __ . STUN - �H�Lr _,__ - _ 1'` b 5a - -. , PAVERS - ... .... ,v - I o �1 1 = - - -- -- -- - --- - / 5 _ D I STPU R M F LT R ", . , G-ARE-€�S J s aM " x i - - -- - / , a " ; - �f., � 6� JCS - -56D -$E ��N/1=B Pf=R'N'C)TE - = I SS_ ,: \s f:?�__ w _*, _ -- 1= , ss _ -_.__ 6" PAVER2 UNDERDRAIN, TYP.- #Y�, - R1 IUN SFIEET3� - - ' j F2 --- --- l i -_"E -5 1 - 30 - `a - 8 PRIVAT PVC S.S. TIE TO STORM INLETS, TYP % / �, 9EX CO - I �� SCALE 2 •,, >', .� NC. WALL ! - \ - - _ - - - _s - .-- I I { I s s ,% I20' CS 5 f/ / / J ISSUED: 10J22I2018 r ir' I l r s I ./'' -r j so I EAS;EMEI,NT / I ti. t tr / � I - d �' F7- -.r j I REVISIONS: I y r _ ``\ S Ex, D! / _ _ I REVISIO L _ _ _._ _ -_ -- _ - _ _ x I --.. _ � _. ` _ _ - _ _ - u, _ - ,,TM / 0. 02-08-17 APPROVED BY BOS - ----- Y .BAY"- 1 i �l RI1V1 54�7.T4�' i' 8 PVC S.S. -/ { 1„- 1 • s S - • TIE TO EXISTING OR SPA APPROVED s_ o o d o a a s � - -- - s v .. _ SD _ � � 4 � � -_ s / I r ., ` .,�.,.,,,,�� 0 06 19 17 MAJOR / _ _ - - - F8 ss 1 j INV. IW545.03 ss - :�,r - - ^'� 5 k}F / R!M 547 7, A PARKING LOT i'~"�, I k<< 0. 06 13 18, MINOR SPA APPROVED 5` +kp __..-. : .:a'Ld✓'�pn .Y aVbYMu.. ..._- / / I '� _� \ . - - g , / i INV. 545<1 A2---- _-- r � - \ a __ _ _,.- _.,: ` !N .OUT 544.83 - \ r gun. 1 _ - .w A _ i, - < -A '7+A :', 'z - .,, •.. �-'�-, _. � N".._: h:: � J�%J :,», .k z Fxl 'V;r..s- x v. a - -- rs- Y'. h� a 1' y a + .. '�hv - �i -.-,�; - A = ♦ .rs - _ r-. �'-t_ ! i� J% L" m., ,a , fib. :. Y-.... - _ ._w = -� / I I' I 1 10 22 18 MINOR/ARB SUBMISSION n y I , _ - - q- - d J. I ;, _ - x m ,. _ :_ . __- -.. i- -. s+sy,rer I [ ,, r_,;: r Ma .. '1. j® �P ��I� » ..ra'�• 4� w �J �Y i_.-w,et?.N�ii a� �r.� >�J.-rr _. C%f'i ):,. ) - \ uZ - - COUNTY MENTS s �I ( s .:z -- - ,_- �, - , �- - - - - r ;. - J _- L� r . `� , .�"o� 1- - i 1 r' �� 4. 06-03-19, CO/OWNEROCOMMENTS a - 4 � i I I - 5. 06-07-19, CO/OWNER COMMENTS a _J 570--Y � �� J @ /ss - _ �'� �Q , i 1 ` �- f I \� - T + 6. 08-08-19, COUNTY COMMENTS - -�- - - J - _ - 1 J r _ - B ,;` l ,, - g �' --- sD \ I EX. D!-2B(14) I 7. 09-13-19, COUNTY COMMENTS I / - - - _ �` �_ - - -- - _ S 8 \ / �P i i f _ _ 1 RIM 515.94 I'I `�, `� I ,' j _-_- - - - � -- --560� -- -" _` - r� rj, 11� i C ' ' , / i { T I E STORM M INTO 1 �� v� D E RKMA R \ lNV.�39.11 / ' __ - --- '`� - __ I _ ' ! - _ " �`��' a1 ,/;_ __ EX -.-STORM v vv �� - _ SHEET: a J ^ , { - - ' %_ I CROSSING SYSTEM @ EX. \ F=- o ,r = o - I INf • \ 56 III 1 i I _ k W 5 D `� EX. D!-1 20�CS� I () ;1:Q? F- i RIM 550.11 ' I -- EASEMENT - ---� RIM 545.56 (' /� EX. SDMH S. N ! i INV. !N 544.32 1 cn ! I J !N V. (�UT 541.78 l\ ; = �j°� b RIM 1546.14 0 RESIDENTIAL _ I ! ------=I ,/ U lNV. OUT 544.32 I F5 __J I - -- - I lNV. 539.0 I - I! 1� I'' z l a1 J--a- EX. ' - C � m _i F / LL 0 I oo ` 0 61 R!M 543i21 ,; I Z. s 0 J I EX. SMH 11 - -- nnr M EX. SMH lNV. !N 538.18 �! ' i W I BkrmrCr-1-2 I_ RIM 54fi.92 lNV. OUT 537.32 �; ; I R!M 549.27 ss �' EX. 8'PVCS,S, 5 1NV. !N 542.5± i ) Utility BERK AR R�� IN� !NV lN54275 -- EX o -�--~ \ c m I �'�n W INV. OUT 541.29 _` JS 1 lNV. OUT 542.32 ( �K + 1 F 0 OF 29 w ■ W I? f 590 570 560 550 590 570 560 a LO 0 0 NOTES: I I 1. ALL 8" 8 6" WATERLIN SHALL BE CLASS 52 DUCTIL E IRON PIPE. 2. ALL 4" WATERLINE SHLL BE CLASS 3 DUCTILE IRON PIPE. 3. ALL WATER SERVICE CONNECTIONS SHALL BE TYF E K COPPER T JBING. 4. THEM 1 IMUM VERTIC L SEPARATION BETWEEN STORM PIPES A D WATER MAIII S IS 12". 5. THEMI IMUM VERTICAL SEPARATION, BETWEEN SANITARY SEWEF AND WATER INE IS 18". 6. 3.5' MINIMUM COVER EQUIRED OV R CENTERLINE OF PIPE. 1.5' ± SEPARATION r EXI TING GRADE 1, + PRO OSED GRADE i E 12" RWSA W8,TERLINE SEPARATION P6SEl7 8T COVER SEPARA IONCLASS CL SS 52 DIP -' 5 + WATERLINE - - - `- - -- SEPARATION 1.5' ± i SEPARATI N � PROPOSED 12" CLA S52DIP �- W WATI�RLINE Ir- O co 0 < in U J r CO � _ > 0 > m W W <L C0 W S = 0 `T 0 N < Q O � > � SI-U)0 �W Z � - N N Z `� z U Q I- _ < W > NaOz 00U o Ci w w 0 Ll i 0 Lu w ua > �-pU) o� I1J � 0 W o Z m W W � W 0 X Q I- F 0 W_ W� � WW � 0 Wo W- W W W� > ct J w j == W X X H� LL. .- I- X z Z Z I m Ln LO Eo x ZO ~ Z <[ c0 EO CD > m m O ~ I- - ? m CQ o Eo w tz ED E0 �W W w LLI Lu Q N r x r � _ N N x (� N N r X C7 N x x N W F Cn -J_- - L -N - -_ - t0 CO CO CA Co N < CO 10+00 11+00 WATERLINE 'AI SCALE H: 1" = 50' V: 1" = 10' 12+00 13+00 14+00 15+00 16+00 17+00 18+00 590 570 590 560 580 550 570 540 560 NOTES: 1. AL 8" & 6" WATE LINE SHALL BE CLASS 52 DUCTILE IRON PI E. 2. AL 4" WATERLINE SHALL BE CLASS 53 DUCTII�.E IRON PIPE. 3. AL WATER SERVICE CONNECTIONS SHALL BT TYPE K COP ER TUBING. 4. T E MINIMUM VERTICAL SEPARATION BETWE N STORM PIP S AND WATERMAINS IS 12". 5. TJ'MINIMUM EMINIMUM VE TICAL SEPARATION BETWEEN SANITARY S WER AND WATERLINE IS 18' 6.3 COVER REQUIRED OVER CENTEIRLINE OF PIPE. EXISTING GRADE 3.5' MIN. --_- - ` - ��-- COVER ROPOSED G AIDE PROPOSED CLASS53DIP WATERLINE 4" 1 ( 7 PROPOSED 8" � I Q I WATERLINE W z -1 W Of LU i 4t> LU U W U r W U z > >� <t jW jW jW W wo WO Wo _ �� cn� W� cn� w� cn� W uIW W> wW W> I­_wU Z `°� x CO -- -- `a`� x CD x co " o 07 <0 t v �- o <0 U ~ xu - xa - CN d LL .cc , - St 10+00 11+00 WATERLINES' SCALE H: 1" = 50' V: 1" = 10' NOTES: 1. ALL 8" & 6" YVATERLINE S ALL BE CLASS 52 DUCTILE IRON PIPE. I. 2. ALL 4" WAT RLINE SHALL BE CLASS 53 DUCTILE IRON PIPE. I 13. ALL WATER SERVICE CO NECTIONS SHALL BE TYPE KCOPPER TUBING. I I EXI TING GRADE THE LM ANDA WATERM I 5. THEMINIM4. ER ICALLSEPARATION B TWEEN ANIIT�RY SEWERPIPES D WA ERILINE IS 18". 6. 3.5' MINIMUM COVER REQ IRED OVER CENTERLINE O PIPE. -- - - - - -- -- I GRADE ( 1 _ 3. 5 MIN. VER ! I 2 -I. SEPA ATION 4, ± SEPARATION ~- I I PROPOSED 8 ` -- l CLAS 52 DIP SEPARATION -� '" o WATERLINE REQ IRED w I I (STE PROCTOR) o v ZLU JIL z N z i I z LU z L` Wry Q 0 i QW W m Wj W 0 m m W W ( 0 m W , W � m 0 W> W C� 0 W Z I �] 11 Z W > > m Z O m �` > > O 0 Lu m o (0 Q x '� I in o Lc Eo x co o i LO u0 CD x (3 Ln x CO I u� C - ! I �n Co co x � ire X C� (� � sr m o , . ' 0) CO r I N CO N I N N Co C0 N I Co CO � N I N V CO N d N I E0 V Co N CID 10+00 11+00 WATERLINE 'C' SCALE H: 1" = 50' V: T' = 10' FAI 12+00 13+00 PIPE SLOT (2 PLACES) 14+00 l 15+00 COVER LIFT NOTCH 12 3/8" ` WATER CAST IRON LID NOTES: (1) A 1--3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS, TYPICAL METER BOXES (5/8"--1" METERS) NTS FI G. W-- 7 TD-13 16+00 17+00 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL 1" TYPE "K" /- SOFT COPPER I 18+00 "x1'x1" TEE NOTE. NO SWEATED FITTINGS DUAL SERVICE SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. 36' MIN. 1/$ BEND COUPLING �p s° 0] 19+00 FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. 2' R. '" ^IMPRESSION x 3/4" MALE PIPE COUPLING iPPROVED EQUAL FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. -CAST IRON LID FINISHED GRADE 12"-15" �I METER I BOX 1 zt . :P _`,ti: CORPORATION STOP tc�Nt; �, ;r�.? '. ;M BRICK AS '•�:=i�1 i na-. •�.�...:,..;, NECESSARY SAND OR DUST UNDER ;-.�,; zti.M ^.ti.;-:r1 4' DIAMETER DRAIN PIPE, t2" BOX AND SETTER (2-INCH ,,` aal, 1,, LONG STONE POCKET, VOOT MINIMUM THICKNESS) ? �,.t ^�r;, M1! .4c,1+ ,Yy SPEC. 203, N0. 57 AGGREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-10 590 580 580 570 570 560 560 550 G 12+00 EXISTING GRADE ROPOSED GRADE 95°o COMPACTION (STD U•IRE PROCTOR) I 18" ENCAG 'Y UNDER V) a 3.5' M I Nei � COVER Ax I U z PROPOSED 8" LASS 52 DIP wp WATERLINE j I-w W J J UU 6 11� W C7 co 00 >> Q x o Co co 10+00 10+50 WATERLINE 'DI SCALE H: 1" = 50' V: 1" = 10' 45' 2 ax L 45, max PLUG � I � 2 'I J j 1 FOR TEE OR WYE FITTINGS WIDEN TRENCH TO p ACCOMMODATE " ANCHOR IF REQUIRED, BEDDING AS M REQUIRED 580 IING SLEEVE ALL 570 550 SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU,YD. (FEET) CO.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6,r 45 2.00 2.25 2.60 0.15 2.00 2.25 2.50 0.15 22 1 /2 1.50 2.00 2.52 0.10 11 1 /4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 81,22 45 2.66 2.66 2.77 0.26 1 /2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1 /4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1 /2 2.33 2.58 2.86 0.24 11 1 /4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 TD- 3 590 Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 telel 434.631.7507 el steve@edwardsdesignstudio.com www.edwardsdesignstudio.com ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 telel 434.631.6544 el alan@alanfranklinpe.com KEY: r Ga�'de(c� t Ff;RI l - , d \ 1 1 Site - Berkn7e '1 �'- , L .. P,r4Ffigy i 01 �I,TH Op tl�c 09 tiQ� o f� J Steven NN". Edwards t- Cert. No. 0931 �f 10-11-19 ti �5'�`1 �"� P E A � n' J .1! n r, On v ��LTH F' UJ - Alan G. Franklin :- ,;d 1: c. No. 35326 :1 ;9 10-11-19 ti ��s I ONA L -' J SCALE: As Shown ISSUED: 10/22/2018 REVISIONS: 0. 02-08-17, APPROVED BY BOS 0. 06-19-17, MAJOR SPA APPROVED 0. 06-13-18, MINOR SPA- APPROVED ZL 1. 10-22-18, MINOR/ARB SUBMISSION 2.12-17-18, M INOR/ARB SUBM ISSION 3. 04-12-19, COUNTY COMMENTS A 4. 06-03-19, CO/OWNER COMMENTS 5. 06-07-19, CO/OWNER COMMENTS 0 6. 08-08-19, COUNTY COMMENTS A 7. 09-13-19, COUNTY COMMENTS A Z SHEET: O F= a: H W Z 0 U O IL w Waterline Profile W MO2 LLJ e PR NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD, LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270') 18"-22° V 7 CU. FT. ALVE BOX #68 STONE ' 6" GATE 42 MIN VALVE 8" X 6" •, 9.: TEE 2500 P.S.I. CONCRETE p' " f I •Q I :p r d �'d .r nb off,•. BASE AND TFIRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE : I. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAW TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4• THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W--4 AIR RELEASE VALVE BRASS OR BRONZE PIPE - DRAIN TO GRADE IF POSSIBLE--•, BRICK SUPPORTS OR SOLID CEMENT BLOCKS TD- 8 `--TYPE "K" SOFT COPPER RPORATION STOP ISHED GRADE BRONZE GATE VALVE STONE NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FIG. W-9 z_ N ter• PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE -� ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID M.J. GATE VALVE LINE 2500 P.S.I. CONCRETE 8 A 2'x 2' BEARING AREA. THRUST BLOCK 4 A a a NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE 4" DIAMETER BRANCH AND VALVE----, - WATER M NTS FIG. W--•5 TD--9 VARIF'S ALVE BOX \'--RESTRAINED JOINT FITTINGS ON --LINE (TYPE "B))) .J. PLUG VARIES THREADED COUPLING PVC SLEEVE BRASS NIPPLE AND PVC o CAP j LUBRICATE ALL THREADS THRUST BLOCK co METER BOX (SEE FIG. W-7) VALVE OX NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF -� GRADE ALLOWS t"p VARIES VARIES 2" BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE $$A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 TD-20 TD-19 . b d .• d• .d a A. � b l ' 6" MIN. a ,. 6" MIN. 44" MIN. x3 na=, 18' MIN. 17.5" ° 37" MIN. A WINGNUT LOCKING ASSEMBLY 12" MIN. BYPASS NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT 1 1 2" METER NTS FIG. W-7B TD-15 44" MIN, A ,d 36" d Q• 4 .. . 4 G v (22.5" FOR COMPOUND METER) d; a18 MIN. I-",K•-_ 17.5"---+e.tr .a' a ° 37" MIN. d 12' MIN. WINGNUT LOCKING ASSEMBLY (D BYPASS NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR--IN-PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (2" METER) NTS FIG. W-7C d = a A • ; I $" MIN. � 17.5" --+�•I 8" MIN. q •' (22.5' FOR COMPOUND METER) 4 ' 4 TD-16 WATER MAI VARIES hCl✓J ! K/illVtU JU!!V I I-)) I IIVliS LVE BOX TO METER BOX (SEE FIG. W-6A THRU W-7E). "COPPER 4" PLUG THREADED FOR 2" COMPRESSION FITTING NOTES: • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. • SERVICE LINE TO CONNECT AT MAIN WITH X"x4"TEE. • REFER TO FIG. W-3 FOR THRUST' BLOCK DETAILS ON TEE. • REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • USE 2500 P.S.I. CONCRETE, LARGE METER SERVICE LINE NTS FIG. W-6C TD--12 Y, 120' WALL SLEEVES W/ BLOCK 1$" MIN, . WATERPROOF SEAL TEST CONNECTION STRAINER METER 1$" MIN. q: 5' MIN-+i-- * -�•f6" MW.�-+�-- • 4 ' 6" MIN. 8" MIN... *LAYING LENGTH (MIN) 1$" MIN. , 6, 3" STANDARD METER=IB•25" 3" COMPOUND METER=24.25" 4 _ 72" MIN. OVER X ET ALUMINUM ACCESS HATCH OVER METER AND TEST TAP fi0" MIN. NOTES: 1. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4" MINIMUM WALL THICKNESS FOR VAULT CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 2. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATERPROOFING COMPOUND 3. PROVIDE A FLOOR DRAIN WITH A 2" DRAIN PIPE RUN TO DAYLIGHT OR INSTALL A SUMP PUMP. IN EITHER CASE THE FLOOR OF THE VAULT SHALL SLOPE TO THE DRAIN OR SUMP. TYPICAL METER VAULT (3" METER) NTS FIG. W-7D • A .• STEPS SHALL BE RUBBER COATED � TEST CONNECTION • STEEL COUPLING ' DRESSER 12" 2" GATE VALVE W/ 3$" MIN. COUPLING THREADED CONNECCTIONS ' 54' MAX. METER � 2" BRASS PIPE STRAINER i• 12" MIN. 5" MIN��-' --�^•-{&" M1N�•t• •° 3O" MAX. B OGK BLOCK . TD-17 Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 telel 434.531.7507 e1 Steve@edwardsdesignstudio.com www.edwardsdesignstudio.com ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 telel 434.531.5544 e1 alan@alanfranklinpe.com KEY: Site � . �,ros#iqf � • ISgtYices"rvn" � ° 0 w W q• W F V � :r O J til G�J � J . 7 '7 y nn ,� 1 `Y R J - :n OF !I� Steven V. Edwards r' Cert. No. 0931 U - � 10-11-19 � `1 P E ARC; 1; �A T OF Alan G. Franklin Lic. No. 35326 w - 4� 10-11-19 , J JJ sI ONA L j J :7 J P J = L . SCALE: As Shown ISSUED: 10/22/2018 REVISIONS: 0. 02-08-17, APPROVED BY BOS 0. 06-19-17, MAJOR SPA APPROVED 0. 06-13-18, MINOR SPA- APPROVED 0 1. 10-22-18, MINOR/ARB SUBMISSION 2.12-17-18, MINOR/ARB SUBMISSION 3. 04-12-19, COUNTY COMMENTS Q 4. 06-03-19, CO/OWNER COMMENTS Q 5. 06-07-19, CO/OWNER COMMENTS 6. 08-08-19, COUNTY COMMENTS 0 7. 09-13-19, COUNTY COMMENTS SHEET: z 0 U lY H z O U O >L W Waterline Detail W & OF 2 9 e 75 Co O 0 N 0 ■ 590 570 560 550 540 530 NOTES: SS-ZA6 1. ALL PVC S NITARY MAINS TO BE SDR 26 PVC. STA 17+31.32 2. ALL DIP SANITARY MAINS TO BE CLASS 1 DIP. AC MFF- 3. THE MINIMl,JM VERTICAL Ic EPARATION FROM STORM DRAIN LINE IS 1 ". RIM 57$.00 4. THE MINIM M VERTICAL EPARATION FROM WATERLINE IS 18". INV. IN 567.45 INV. IN 567.45 (6" LATERAL) (8" SS-C) 5. MAINTAIN MINIMUM COWER. INV. OUT 567. 5 (8") PRO SED SS ZA5 GRACE STA 14+9 .57 RIM 559.7 INV. IN 550.37 (6" LAT.) -' INV. IN 550.20 (8") SS-EX1 (B KMRCR-1-2) SS-ZA2 SS-ZA3INV. S" -ZA4 OUT 560.00 (8") STA 10+00 STA 11+73.13 STA 12+35.95 S A 13+29.66 ACSA MH ACSA MH ACSA MH A SA MH RIM 549.28 RIM 548.62 I IN 546.53 i INV. IN 541.75 INV. IN 543.23 INV. IN 543.81 I OUT 546.33 i INV. OUT 41,29 (EX) INV. OUT 543. 3 INV. OUT 543. 1 � i -SS-Z)1 EXISTIN 5.0' ± i 1.5' ± STA 0+62.48 A9 SEPARA ION SEPARATION ACSA MH SEPARATION 49.75 `-/ 77 INV. I 546.14 (B-DR P) INV. I 542.34 (2-8") / 2. 0' _ INV. MUT 542.14 SEPARA ION \ _ IQ na 2.1 °/G 1 75' ± 164.91 L PARATION 3.0' SEP. - - 89 71 L- 0 - - 106T.65 LF OF 8" PVC @ 65% 5$.8 LF OF 8 DIP@ 2. 1% 58.48 LF F 1 8" PV @ 0.650 J z Q J z z z I W W 0 Z_ 00 � i � o o 0 o X - Ln = U) - Cn Ln Ln t1J Cfl Co 0 r t- I I I I I I I� ( I! I 10+00 11+00 12+00 13+00 14+00 15+00 SANITARY S EWER 'A' SCALE H: 1" = 50' V: 1" = 10' 590 :1 570 560 SD A6 STA10+00 ACSA MH RIM 578.00 INV. IN 567.98 INV. OUT 567.78 SD C1 / STA 10+63.35 S C4 ACS, MH T3+ 4-1 RIM 80.00 ACS INV. N 568.54 ( RIM INV. OUT 568.34 I i I I IN 571. SD 2 I S I C3 V. OUT 570. STA 11 +17.05 I S A 12+78.60 -AUSA MH A SA MH RIM 581.80 EXISTING RI 577,25 INV. IIN 569.04 I GRADE I IN . IN 570.19 I I INV. TOUT 568.84 I INS/. OUT 569.99 ---- --�^�- � ? PROF OSED RACE ' I 157.55 LF OF 8" PVC 0.60% 1 , ELIMINATE/ 103' OF S.S. 59.35 LF OF 49.69 I8 I LF OF 8" I ! ( I I PVC 0.61 @ % PVC 0.60% Q AND SS C4 � J J 1. ALL PVC ANITARY MAINS TO BE SDR 6 PVC. I I Q 0 i ! 2. ALL DIP SANITARY 3. THE MINI MAINS v1UM VERTICAL. TO BE CLASS SEPARATION 51 DIP.Lu FROM STORM DRAIN LINE IS 12". z z 4. THE MINI UM VERTICAL SEPARATION FROM WATER( INE IS 18". ! ' < = 5. MAINTAI 3' MINIMUM COVER. U = 141 I I 10+00 11+00 SANITARY SEWER 'C' SCALE H: 1" = 50' V: 1" = 10' 12+00 13+00 14+00 4" LAT) 590 570 :EMOVE 16+00 17+00 18+00 600 600 590 590 580 580 570 570 560 560 550 550 540 540 530 530 SS-ZA1 STA 10+00 ACSA MH RIM 549.75 INV. IN 546.14 (DROP) INV. IN 542.34 (2 - 8") INV. OUT 542.14 - SS-ZB1 i STA 10+5 - SS-ZP1 DROP MA HOLE STA 11+45.53 RIM 554.E MANHOLE (PRIVATE) INV. IN 550.67 (DROP) RIM 582.25 INV. IN 54 .87 INV. IN 574. 5 O- INV. OUT 57425 SS P2 SS-ZB2 STA 14+30. 6 STA 10+97.56 MANHOLE (PRIVATE) DROP MANH LE PROPOSE D RIM 582.00 RIM 573.00 GRADE INV. IN 578. 0 (8" LAT) INV. IN 569.00 (DROP) INV. OUT 578.00 INV-T"6320 INV. OUT 563. 0 EXISTING GRADE i f .� i 281.00 LF OF 8" PVC @ 1.26 0 (PRIVATE) / 4400 LF OF 8" DID @ 12.00% / (PRIVATE) / 18" ENCASING SL EVE / UNDER WALL -- 43.56 LF OF 8' DIP @28.31% (PR IVATE) I CONC RETE I Ne eRS DIP @ 3.33% (PRIVATE) I U 1' SEP. I M IN, i i W 6TES: ! .ALL PVC SA 2. ALL DIP SANITARY ITARY MAINS MAINS 1�0 OBE SDR 26 BE CLASS 5 VC. DIP. . THE M I N I M U VERTICAL SE-PARATION FR D M STORM DR AlN LINE IS 12" I I THE M I N I M U M VERTICALS PARAT ION FR DM WATERLIN IS 18". MAINTAIN 3' MINIMUM COV R. 10+00 PRIVAI SCALE H: 1" = 11+00 12+00 13+00 14+00 15+00 •11 590 e 570 560 550 540 530 '---- :a are W.-M r 1- • La+ © r•0 uarm-em:+: rr -- MAN Ir-•- ^.c .• • r - . �' ■©0 W-.C-TA Wan MI L•C ©� • :ti! s LM © : :• '•1S •� W::5LOW Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 telel 434.531.7507 el steve@edwardsdesignstudio.com www.edwardsdesignstudio.com ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 telel 434.631.5544 el alan@alanfranklinpe.com KEY: -,Y - �' Site "I" - aemar, ry 0 LL H Z Z • �.,. W 0 W ■® � Z _C, u. W �--' 00 O J C C s G r n - TH OF . ° c 01 r Steven W. Edwards t` Cert. No. 0931 F" 10-11-19 �J6 n J1 no n 5a H 0p LIB Cam•-' Alan G. Franklin Lic. No. 35326 w 0� 10-11-19 I 0 Ar A i, J J .1 SCALE: As Shown., - ISSUED: 10/22/2018 s, REVISIONS: 0. 02-08-17, APPROVED BY BOS 0. 06-19-17, MAJOR SPA APPROVED 0. 06-13-18, MINOR SPA- APPROVED 0 1. 10-22-18, MINOR/ARB SUBMISSION 2.12-17-18, MINOR/ARB SUBMISSION 3. 04-12-19, COUNTY COMMENTS Q 4. 06-03-19, CO/OWNER COMMENTS Q 5. 06-07-19, CO/OWNER COMMENTS A 6. 08-08-19, COUNTY COMMENTS 7. 09-13-19, COUNTY COMMENTS SHEET: z O U z O U lY O LL Sanitary Sewer LU Profiles W OF 29 L FRAME & COVER (SEE FIG. S-1—D,E) STREET SURFACE OR NON —PAVED AREA SLOPED AREA 1'-0" MAX 2'—O" a e RUBBER COATED STEEL STEPS CAST IN PLACE S-0" MIN PRECAST REINFORCED CONCRETE SECTIONS 12" MIN "0" RING SEALS d 16" MAX MINIMUM ELEVATION a T_ DIFFERENCE ACROSS M.H. 5" 4'-0" 51; FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE ° IES CHANNEL TO BE FILLETS 3/4 DIAMETER OF CONTRIBUTING -- SEWER. a a _T 12„ A FILLETED INVERT FOR A SMOOTH a a TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. A. BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON —EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S—I—A TD-25 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI INTIAL BACKFILL* EMBEDMENT 8"MIN (6" LIFTS) * THOROUGHLY COMPACTED SPRING LINE OF PIPE OF BY HAND OR APPROVED TAMPER HAUNCHING NO. 68 STONE BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT—OF—WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21 A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH N TS FIG. S-3 TD-34 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1 /4" 1' MIN D BRANCH 12" � \ G 2„ FLEXIBLE CONNECTION -J WITH STAINLESS STEEL BAND Lu J (OD NOTE: ALL CONNECTIONS TO EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION BOOT " INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE IN N TS FIG. S-1—B TD-27 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1 /4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. / MAIN LINE 1E Qw So �n U Y 1 °' N co AA 2' MIN I I SALT TREATED FINISHED GROUND 2 x 4 MARKER SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 co E N E u m co u W > O 0 4 oEovv)i �� oEY O O �� M7 co sin N� E N N rn (D U `J E zLLJ u fn L� of O - d a �q- Z 0 E I� co E a M� �E � E E Ln ^ZO d O m OM6 v .-- u I O O Q Q a o o E E _ o f a r, F- �m�E of `DE of w cp � N hu Mu N N N O O TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-I-D TD-31 SLOPED AREA J V-0" MAX e FRAME & COVER SEE FIG. S—I—D, E STREET SURFACE OR NON —PAVED AREA 2'-0" RUBBER COATED STEEL STEPS a CAST IN PLACE p�— PRECAST REINFORCED CONCRETE ° SECTIONS WITH "0" RING SEALS min n OR APPROVED EQUAL 0 3'-0" MIN THE DROP CONNECTION SHALL BE !, DUCTILE IRON PIPE (CLASS 50) 5" BACKFILLED IN 6" LAYERS AND ° COMPACTED BY HAND TAMPERS OR 12" MIN BACKFILLED WITH SELF —COMPACTING 16" MAX STONE. �o MINIMUM ELEVATION DIFFERENCE Q 12"MIN 12"MIN ACROSS M.H. FROM INLET TO VARIES'. o © OUTLET SHALL BE 0.20 FEET 4 ° p A FILLETED INVERT FOR A SMOOTH Q TRANSITION OF FLOW BETWEEN INLET & OULET PIPE SHALL BE e ° B Q PROVIDED. 3/4 DIA OF LARGEST PIPE IN MANHOLE MIN. 6" BEDDING WITH NO. 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON —EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES. TYPICAL MANHOLE WITH DROP CONNECTION N TS FIG. S—I—C TD-28 ANCHOR EXTENDS INTO SIDE OF DITCH DITCH 6" MIN. LINE A VARIES D.I. PIPE , 1"— 2500 PSI CONCRETE�_'; .1 . PLAN SPACING SPACING SPACING D.I. PIPE N " ANCHOR NO. 1 AT z FIRST JOINT ABOVE GRADE SPACING MANHOLE. 20% TO 35% NOT OVER 36' 35% TO 50% NOT OVER 24' p ; 50% OR GREATER NOT OVER 16' T� z �4 apt a: PROFILE T TYPICAL ANCHOR DETAIL FOR SEWERS ON GRADES 20% AND GREATER N.T.S FIG. S-4 i Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 telel 434.531.7507 el steve@edwardsdesignstudio.com www.edvmrdsdesignstudio.com ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 telel 434.531.5544 el alan@alanfranklinpe.com KEY: _- n' _- i t l "1- Site , Eros�igy •- 0 L z w ,. 0 LU ZLLJ !n 1. 0 4 J \ J Z J O U N = a� _f y T t� 0 o _s r ^v _ J J � P L W :G L) TH OF 1 o�� cry x` Steven W. Edwards n t-' Cert. No. 0931 U J 10-11-19 ti %i O�PE AR�� s :G 1� r ;G H OF Man G. Franklin Lic. No. 35326 W l> 10-11-19 ONAILL - J iJ SCALE: As ShownL ISSUED: 10/22/2018 < REVISIONS: 0. 02-08-17, APPROVED BY BOS 0. 06-19-17, MAJOR SPA APPROVED 0. 06-13-18, MINOR SPA- APPROVED 0 1. 10-22-18, MINOR/ARBSUBMISSION 2.12-17-18, MINOR/ARBSUBMISSION 3. 04-12-19, COUNTY COMMENTS A 4. 06-03-19, CO/OWNER COMMENTS A 5. 06-07-19, CO/OWNER COMMENTS Q 6. 08-08-19, COUNTY COMMENTS 0 7. 09-13-19, COUNTY COMMENTS 0 SHEET: z 0 a z 0 U 0l 0 U. Sanitary Sewer LU Details LU �3 OF 29 a N O 0 co 00 1-7 77 N Q1 0 r CC3UNTY CALCULATI51 \ ONS: / / • a ) . - - 1 4 IA THE GARDEN \." w � \\ 0 15' 30' 60, 120 / % - 11-RCW// so \ Required per Z. 0. 32.7 9.8 � � � / 60- CS BELOW SPOT \\ I 11 11 I p. -Mrd \V 1- \ A• Required Acres SF � /( 0 / -- 1 \ Site Acreage: 8,822 /' .� / 0 /" . - _____ \ , Farm Credit: 0,000 - / / 'r / •�,, / \ \ 1 �\ Recreational Credit: 0.069 3,000 / / � .�' i \ _ \ 1 \ T 1. Open Space Credit: _ _0.000 - / '� / �'' .✓ " - _ v \ Public Land Credit: 0 000 / �/ '4 Rc w/ 00, 10. "` /il _-- , 50- cs BELow _7 r / School Recreational Areas Credit: 0.000 - � # / I'll �+► -- z - \� M , sm 1 /. \ 30 492 �11 ! 1- ZE w/ AA Po / --- ._--- 1 � \ N. \ Open Space Amenity Credit. 0.700 / / / 1- LS ,, * ` % -- _,0 Z, , f __ v -- cr •�' / 80- CS BELOW Preservation Credit: 0.000 - J/ / / / 3- CF / ��� / `�` ;� '' 1� \ Agent Approved Credit: 0A00 I--," '� 2- LS / / ~ _\ I 1, I I \ �✓' 1�' - �,.- cn ,1, ./ % // 3- AA / �_ ; .., � .,,:: .. A h 1, \ 8.053 350 794 'r / r -' Basis for Cana / / ....- •. ,'� --••, 2 �s � \ Canopy: ✓� -- - 11- R C vv/ i 11 ,,-_ / ; . `- 275-CS CLOw .�'-�'s l '•v ,a '•;: ./•z`•. ; _-_: C.J 1� `I a 1 1 Equation:11 /B `� is ,•� �- ` - 6' Basis for Canopy ,/� / �-' . , % _.. _ --- . y Site Acreage O Credits B py / .0' - ✓: S _ - , _ . r r .-' !'-,_�. ..s fie" , 'l- _ - � r '. ��. : 1 0 ,. 20- VB 1- AA I- J {1r„ 1 $.053 350 794 q. x , - 27 TH_ Al. Basis for Canopy (A above) / / ' - 1 ' �;r • = 1- QB _-- Nam,. m // � t F J �.,"� ''� Nib �� .. - ./ 1 ♦ cs 4 . Tree Canopy Requirement 15 /o /' �- - + __' r. Z.O. 32.7. 9.8 / -- - / - �. - • -- = _ _ re �: - - // F / • ,-,yam ' , % 5- I L I ' 6t /-. • ,. / \ NCO - i1Wflao208 52 619 .► :r - ;, --a 1 Total. 1. _ : 4- RC - �` 1 U 1 �~r 1- UL 1 w /� ,c 50- LM B LOW 1 Equation: -' ~ q r _ _ �L 3- CF - 19 B 3- MG' Basis for CanopyX) Min. T.C. Requirement- Total 3 CJ - 00, .fir / 1-ZE 4 � /r /. � _. 5 � 12- ----- - 1_r"IA _ J ,�; � 4- BM \ h t _ I - �r r 75- CP BE W i L w/ h1 , •r u , Acres SFG y� �\ •,/ c ,I , B. Preserved -�(` , . � , _ 70- L BELO _ 1 _ _- r p ,r SOD Preserved Area. 0.833 36,281 \ + ♦ - - - - - - -� `", :.I \ ;- 3- MG - - --! - ry ��, l g 089-" /� �,. U , f, - ,:'` ref. Z.O. 32.7. 9.8 e 1.25 / .♦ a ~ _ _ _ - -- `\ 49- HC Bonus Factor ( ()) / f--, t } 45351 . . . . . . . . . . . . ", .. - S1 Total / >, _ _ - ', F - - -- - -- _ .-- - 1 - - - -- - - - . 4 ''Q /"_ - I + / 1 _ Y'r 11 `�' I' � �P Equation: - - /- 1- CD / J�CJL - AP f .- q- - 28- , _, -:, - tal rr :� � - `. � SOD e _- ---1- Q ,, , -_ --_ 1- UL w/ __ � 1` 1 \ Preserved Area X Bonus Factor - To _'i 7 -__ T . - - - - -- -- - -- -- - - -- - - - _ 0 o -' - - a-= - - / I -- 2 O 1 QS 7 BEL Acres SF /�., _ -.G _ 3- QR - - - - - 4.4. ,. - `11 t C. Balance < ! , 1 , OW - 1- ,,; ,:: - :z } �" , ,f'' Tree Canopy Preserved (B): 1.041 45,351 tiSOD _ _ _ _. __ r4 _ �--- 50- CM BELQU _ H /'� ,/ `� -- /" -- Tree Canopy Required Al 1.208 52,619 4 UL_ _ -- / r. � _; M C C I BED __ _. --__ __ __ _.____ ____ T_-__.._--,-_.__.___--- _.__.._-. _.- _-___ _. _.,._ _.______-__ -.-.._ --_L - - - e - _ _ _ _ _ _ - __ ___ 1 I � = LD 1 .� `�. Total: -0.167 (7,268) / - 11 1, ua /� .''� - . // �/, �S' 1- Q B t- + } . 2- UL 1- UL'wl --- - �,' Notes below 1l -- -- - s - 1- QB � J - _. _ _ , See o , fi0- CM BELOW .1, -_5 / � 1 • Total Tree Canopy Provided: 90,327 1 SOD = / _ \ - Nv pY �'_ _ - � - _ 141 PH W - - II , ----- --- - ------ ---- ---- - ---- ---- - - - -- -- -- ---. - - S� Equation: - :•� q .i. - `.� -•� yi .�.y... -•.YR ..rl ... .ram - .: •- .�'� .1'p-•.rjr.7 '� �! !�' ,v.�Yn•v ------ -._- 4 C• Preserved - Required = Total to determine if additional trees are needec ___- - ,. SOD THIS AREA TO BE 1 _ \ l) q - hl/: I - sOl ,t!l :, v,� .� - / -- -. MULCHED WITH WOOD rr, � 1 i ( -- _ _ + # r . 1 l - I - N - - . •' CHIPS AND PLANTED WIT / Note. t' / / .,, y$ I 200- VM RANDOMLY WITH / - 4 1 .✓ i I" 350- DID (PLANTED IN FALL) / r .%A - # � , , r If Balance is negative then additional canopy IS required. , , / / _, ` - SEED r' - .- o N - , 1 , 'aann��O: - r; 19 BJ w/ �r 1 ; Refer to Tree CanopyReplacement Calculations Table for details. J r j 2 M _ ' p ��• 1. j rl �.. h 30 qq . / _ + - - - -- - i } 1c ` canopy is required -- --i a - -l" M V I 4 i p - - - 21� V M / y If Balance is postive then NO additionalAY q _,, '� , / 1 - •, I / V; �- ZE _, ,1.' � SEE PLANTING •' r!, /� \ -- - 1 0- DD BEL I I -+I' -. t 1Q ' 9-PXw/ 1TBJw/ OO 49B� for this pro ect J f - I 1 .� ,RLANS BY VIATOR 8r ASSOCIATES k ' p % �1' 0- LM + Op1­1en Space and Preserved Area are one in the same p /� �' • - - J w ' - - BE W 1 _ _. -- ._ ----- _ -_._ I !! 1. - t, 1 UL / 75 CM 56 } _- - / / FOR DETAILS UNLESS NOTE�N� h _ .. / 0 DID R THESE PLANS _ I I -- O \ 9 ADDITIONAL REQUIREMENTS. - 1 „111„ `"< W pUT 5� �/ / .... 11X • _. 11 ,D �� :. 11 5 /o of Paved Areas. �, f.t,M ! _ r / . t a 1 SF Acres # of Trees I �, __ _ . - .! , dD ' : I 1 ,. 1 / S � .. , . .,.. -;,,. � .� ; a -'... .. , - . ::.. r � E r -� � r� - - -�I r-.-_ _ __._ _. .-- - ,.. ,, .. ., _`.rl.. -.... - E . - � ,'i' Ci - , } ! -- 4) / Paved Areas. 127,708 2.93 1 --- - .�- - , _ - - / NTERIOR ASSISTED - _ - _ -- i i, - - . 17UL - C ° (� , t y r .. .. / T fi `'�� -_ _ } / .� _ , / t Required. 6,385 0.15 128 ! i :. / LIVING COURTYARD I , 1 QS ,, 1_ - -- 1 _ G _ , - _k_ +: ! e .---,/- , ' . -_ -1 � . , .. R EPLACE M.EN-T- 1 - - - - - - - I /� �{ I � - 1 v, I t L I 1 / FOR TREE #31 Proposed: � R I: , - % N I l LS C UT nn T- -- _, - 4 - I -� - 1 - �- l f' r , 1 rr Note . / - - , a. - / I - \ - -- - - - -- -- - - r• Proposed Includes all required shrubs and evergreens 1 1 h i• _ so ` \ adjacent to travelwa s parking areas and the existing _,, _ ® ,/ i ,,,,II THIS AREA TO B MULCHED y- --- -- -_- :' y- I J Y,p g in saved. There area approximately 265 shrubs -- -i .,._, - - - - - -11'- - - - - - - - - - - -•► / _ '� WITH WOOD CHy s ANQ • {{ -• <s SOD ( - trees being pp Y 1 - - - - I - �, + : f sch 1 n } •':. PLANTED WITH 200- VM ` - -- - - _ - _ ;' I l 1 1, 1 and 97 evergreens. - ��, -: - 1 ,,,I,,,, • ��% m WI H 200 DD �,_ L g � s } [; fi. / '1 -- 1- UL w/ 1 DING D 3- MV __ - I', m RANDOMLY �( / l . I I L; I j PLANTED IN FA L I � j ---] -- - - - / 3',6Q. MUL(PH } ' 100- CM BELOW ) t SEED �~; • I _ _ 3- IA . , B DS; T P 1 SE UPPLEMENTAL PLANTING J Parking Lot Trees _ 1. ,.. J - - 1- uL ,� � ( -- 1 - I } .,em s r. � 1 J 0/ 4 4 ( - �! J. PLANS BY VIATOR & ASSOCIATES - • ,Y =w --.: �_ys. ors aR t i' i� v '.3 _ r I \ FOR DETAILS UNLESS NOTED ON j:1 I 32 , .. 9 y. + = - / Total Spaces: 250 .1:. i • ' / j [[I r = II I p / - • i /: f " Required: 25 -- - I THESE PLANS a 0 I PRESERVED; TYP. 1- t�L�, C •, : _ . , i 1-, AC1 F " : 1 , l ` J ,- I q , .. r , 1 tree r 10 spaces - r -�. I . � / / ..:.. j ; - - ELc7W I - 1 �, I I -. ® ® ,,l,lllr re.id �, / - _ \T �� __'•.`"'�b.¢..c / . br. 11 •„ f 1 - _- - / . _ - _ _ _ .. .'. 1 A' S ,� Provided. t, e �� -, I __ - 16 4 - - I 4 QS1 I ` I . - r - I " - -- BLD+ . - - I I I ,-� --~ - ---- I / / • . 1- / / / I 5I,b _ f c I `� / ) -- r- / - g } I ® - Note. - - r, - I t �` `�, - = -.�r / / - If - _- _ --_- _.- {,('� �•. / _.lair • •.r ;,,..:r / - / !. _.�� 3- I`§' - 1'. ' �`,.''', The 21 garage spaces on Lot 4 are not included. fi / I II�fERIOR MEMORY ARE �, I _ - _- __ - - rl . I I : - - COURTYARD ,� = w - - _� "• .. :: - - / / / 1 0 W � I •: . Provided is in addition to the existing mature trees being 11 , 4 �� + 1 �__ ..--_ _�____ , __- r- __w_,. I _ 3, saved. L ® :. T:. 96 /. , � - (/ t } I I YI ___ ire--T-�•------ter �r-----------% +•' �Cbu -i .' g _ _ __. BELOW ---_. _ / -i - - -- {- 15 M W „ /Il -+� I . , r --- / , - - _.7- q..� Z ..• • 1- UL 1 ' �� c J't I Screening: ._-- --� • . y / - - - - 9 l As shown on plans via evergreen plantings. % / - _ "- - -- - .�, - j- -- --- a 3 } .11 ARB . \ ., , ,r � -- / o -- I I' U - - - - -- 2- UL:, --{ m � Frontage: 494.7 e3 /, '-. f ._ - 7) �; _ _-_ - = rw so ~`� 14 _,a` _- 1 till„� - a = °-- I Required Street Trees. ; • -4_ i - - - / �.` �-' " J. i _ _ l O 777 \ i , - ::.. - -- r, I , 14 „�,,, „ - - - , " Provided. .,.�.,, ---- I � • ' :`' • A .. � - -- -� _: _ __ _ _ - ' -� -. }} awl • � • 1 ♦ .+ ----- -- 5 4 - - ` . • • , ', _ f � lam ` Note . •�+i .4 .� �►.� �° . .!! !� �• r •�, - h. !• i!1. r. ati !� .IAf�k v ii,, �,,S,lllr/i, V� tUp r, r / `\ - - - - - /" _' # ---------- -- - - - -- -- - - - -� -- a plants I I - _ �--- -• ---- - - I Provided Is m addition to additional plan _ g _ - - - - �/ tc I_-� _ - _ ._- -- - - �- _ -^ ,C .......�. �. - elements. SOD -`., 2-UL ,r,1n„�r + -,r,, N -o „���i' __ E-4STIHISS-LEYCANC�CYPRESS y�- SOS �r � '� -.. � �} �`-1 CK I 11 _ e _ `o 3- AC F - / . ' ,-- % � - 'TO B�P�ES VI=B PE-� PJC3f1 -� I $ } 1-CD `�- - 1 AC _ 1- LS a - 1 QS / • s 3J %/jam -ti _ ,C �r.,. r' 6 / _:� 2 (5) _ - 7-CJ 1 UL- 1-ULwI - - 1-CF-- '�__' _ �•__ --� - _ -- - ___- - - _ _ _ -- - 7 1 - -- �nnroo� 3- TG 1= a .• , "` 1- AA 50- C M BELOW 5- TG / 1- AA - J� -= J / �/ l {� I O } , . � R M F CROSSING_ l }1_ LS _ s _ / �..1 E � I A �. 1 AA - .. 1- AA S I 0 1 I - b �=- _' _ __ j� -- - - - - - --- - - - - -- s :� • I - . - _ -_ - - - - -----1. _ ---- v - - - - - - _ .. ti 2 r } = _ // / /// t- - - - -- --- -- - - - - I - - - } m Y + n _ Z 6T- - / / N gza!!�= \ I " I I i Z I 11-1 I �` APPROXIMATE LIMITS ` � - .� / - --- -- _ THIS AREA TO BE MULCHED WITH WOOD / Nl �` F TREE SAVED �- / -�- -" _ CHIPS AND PLANTED WITH 50- VM RANDOMLY / - l r f 4 - --- - i - -- -, -___1 -1!__ ! I I, I -C �,� :1 I ` \ AREAS; TYP. _ _ _� / / i i ----- ' ----i I ---- l -� �� ' } I II y - f WITH 75- DID (PLANTED IN FALL) 5 _ -0 LANDSCAPE NCJTES: REE CANOPY REPLACEMENT CALCULATIC3NS 0 PLATLIST(REQUIR T 50'-70' Label .scientificName CommonName Quantity Caliper Height Spread Root Comments 1. SEE SHEET 18 FOR LANDSCAPE DETAILS, PLANT LIST AND/OR ADDITIONAL 10. ALL SITE PLANTS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH. LARGE DECIDUOUS TREES ( )Shade and/Or Street) AA Amelanchier arboreal'Autumn Brilliance' Autumn Brillance Serviceberry 13 1.5.2" B&B Multi -trunk (3-5 trunks); dense, uniform branching NOTES. AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS Botanical Name Common Name Qty Minimum Caliper or Height (Min.Cal./Ht.) Height at Planting W Growth over 10 Years (Y) Total Height In 10 Years X+ Y= T Ratio of Width to Height (R) Total Width In 10 Years (R) T = D Area of Canopy (D)"2"3.14/4= 397 Total Area of Canopy Qty. x Area of Canopy (SF) 3577 AC AC1 AP BJ BM Acer rubrum 'October Glory' Acer rubrum 'October Glory' Acer griseum Buxus sinicavar. insularis 'Justin Brouwers' -Buxus x'Green Mountain' October Glory Maple October Glory Maple Paperbark Maple Justin Brouw ers Boxwood Green Mountain Boxwood Clump River Birch 9 1 4 20 23 6 2.5.3" 3.5-4" 2-2.5" 24-30" 24-30" 2-2.5" B&B B&B B&B B&B/cont B&B/cont B&B/cant Straight trunk; branching beg ins at 4'; balanced head Straight trunk; branching begins at 4'; balanced head Straight trunk; branching begins at T; balanced head All plants from one source; healthy color; balanced form; 3' O.C. All plants from one source; healthy color; balanced farm; 3' o.c. Multi-trunk(3-5 trunks); well pruned (no straightwhip trunks) 2. 3. PLANTS INDICATED WITH (■) ARE SUPPLEMENTAL AND NOT REQUIRED BY THE COUNTY FOR FINAL SITE PLAN APPROVAL. SEE SHEET 19 FOR PHOTOMETRIC PLAN AND SHEET 20 FOR LIGHTING DETAILS. PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 11. ALL SOD AREAS TO BE KILLED A EXISTING VEGETATION PRIOR TO FERTILIZING, FINE GRADING &LAYING NEW SOD. SOD TO BE INSTALLED LESS THAN 24-HOURS FROM BEING CUT. IRRIGATE IMMEDIATELY & Red Sunset 9 Acer rubrum & cvs. Red (Swamp) Maple (Oct. Glory, ) 1 %" - 13/4' Cal. ( ) 10 20 30 0.75 22.5 Betula nigra "Heritage" Heritage River Birch 6 (10'-12' ht., Clump) 10 15 25 0.90 22.5 397 2384 BN Betula ni ra'Heritage' 3 6-T B&B Full to dense branching, straight, pyramidal form CONTINUE TO WATER AT THE RECOMMENDED RATE UNTIL ESTABLISHED. Liquidambar styraciflua "Rotundiloba" "Rotundiloba Sweetgum 7 (1 / - 1 / Cal.) 12 15 27 0.60 16.2 206 1442 CD Cedrus d odara 'Cherokee Chief' Deodar Cedar Cherokee Chief Dogw ood 9 1.5-2" B&B ground; Straight trunk; branching begins at 2'; balanced head 4. ALL PLANTS SHALL BE MAINTAINED IN A MORE "NATURAL" GROWTH STATE. Quercus alba White Oak 4 (1 %" - 13/4" Cal.) 10 12 22 0.80 17.6 243 973 CIF Cornus f lorida 'Y 13 6-T B&B/cont Full to ground; dense branching, straight, pyramidal form NO SHEARING! NO A HEDGES. ALLOW THE PLANTS GROW Quercus coccinea Scarlet Oak 4 (1%" - 13/" Cal.) 11 20 31 0.70 21.7 370 1479 CJ Cryptomeria japonica oshino' Yoshino Japanese Cryptomeria 2` balanced head S TOGETHER AND SHAPE/THIN AS NEEDED ONCE HEDGES AND BEDS FILL IN. APE/THIN N Quercus Shumard Oak (Nutall) 5 � „ - 3 (1 / 1 /4 Cal.) 11 20 31 0.66 20.46 329 1643 CK Cornus kousa'Stellar RnK Stellar Rink Kousa Dogwood 9 1.5-2" B&B straight trunk; branching begins at in 12" O.C. shumardii "Allee" "Allee" Elm 31 (1 %' - 13/" Cal.) 12 15 27 0.80 21.6 366 11354 CM Carex morrowii'Ice Ballet' Ice Ballet Sedge 1 435 4" PLUG Dense form; good color; w ell rooted pot: 5. ALL STREET TREES SHALL BE LIMBED UP TO ALLOW A MINIMUM OF 7' Ulmus parvifolia "Village "Village 16 13/41 Cal.) 12 20 32 0.75 24 452 7235 CP Carex pensylvanica Pennsylvania Sedge 75 1 G Dense form; good color; well rooted in pot; 18" O.C.; ALT=4" rats CLEARANCE TO ALLOW WALKABILITY ONCE PLANT IS ESTABLISHED 2-3 Zelkova serrata Green" Green" Zelkova (1%" - CS Carex siderosticha'Variegata' Creeping broadleaf sedge 385 1 G Dense form; good color; w ell rooted in pot; 18" O.C.; ALT= 4" Pots YEARS AFTER PLANTING. 82 3000]V DD Narcissus x 'Carlton' (Large -cupped) Carlton Daffodil 850 bulb Free of rot & disease; placed randomly ORNAMENTAL TREES (20`-40r) HC Hypericum calycinum St. John's Wort 49 3 G B&B Dense form; healthy color; uniform branching; 4' O.C. F Ili u ,4 de-I,ranchin strai ht yramidalform 6. PLANTS IN GROUPINGS (2+) SHALL BE CONSIDERED LARGE BEDS WITH Acer griseum Paperbark Maple Amelanchier x grandiflora & cvs Serviceberry (Autumn Brilliance, Robin Hill) Corpus florida & cvs. Flowering Dogwood (Cherokee Princess & Chief, Magnolia grandiflora & cvs. Southern Magnolia (Edith Bogue, Victoria, Little Magnolia x soulangiana & cvs. Saucer Magnolia (Alexandrina, Jane, Verbanica) 4 (6'- 8' ht.) 7 9 16 0.66 10.56 88 13 (6'-7' ht.; clump) 7 13 19.5 0.66 12.87 130 9 (6-7' ht.) 7 10 17 0.74 12.58 124 13 (6-8') 7 10 17 0.60 10.2 82 10 (6'-8') 7 10 17 0.80 13.6 145 350 IA Ilex attentuata'Fosterl' Foster #2 Holly 26 5-6 u o gro n , g, g , p SMOOTH MULCH BED LIMITS. PLANTINGS ALONG WOODED AREAS MAY USE 1690 IL Hex glabra'Densa' Densa Inkberry 106 24" 3 G Dense form; healthy color; uniform branching; 4'o.c. NATURAL DETRIS AS MULCHING (3-4" MAX. DEPTH). ANY INDIVIDUAL TREES 1118 LM Liriope muscari'Variegata' Variegated Linope 525 4" pot (1 pint) Dense form; good color; w ell DEEP- rooted in pot; 18" O.C. SHALL BE MAINTAINED WITH A 3' MIN. DIAMETER MULCH RING FROM 1062 LS Liquidambar styraciflua 'Rotundiloba' Rotundiloba Sweet Gum 7 2.5-3" B&B Straight trunk; branching begins at 4'; balanced head TRUNK. LARGE MULCH BED LIMITS ANS MASS PLANTING BEDS TO BE 1452 MG Magnolia grandiflora 'Edith Bogue' Edith Bogue Magnolia 13 7-8' B&B/cont Full to ground; dense branching, straight, pyramidal form OUTLINED INFIELD BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. ML Magnolia grandiflora'Little Gem' Little Gem Magnolia 4 2-2.5" 10, B&B Full to ground; dense branching, straight, pyramidal form 5672 MJ Magnolia virginica'Australis' Australis Sweetbay Magnolia 6 7-8' B&B/cont Full to ground; dense branching, straight, pyramidal form 7. CONTRACTOR SHALL TILL AND AMEND WITH NUTRIENTS AND COMPOST BROADLEAVED EVERGREENS (Screening) AND ORNAMENTAL CONIFERS (20'-70') PH Pennisetumalopecuroides'Hameln' Dwarf Fountain Grass 141 3 G Dense form; healthy color; uniform branching; 30" O.C. ALL PLANTING AREAS PRIOR TO PLANT(S) INSTALLATION TO ENSURE Cryptomeria japonica & cvs. Cryptomeria (Black Dragon, Yoshino, Ben Franklin) 13 (4'-5') 5 20 25 0.50 12.5 123 1595 Px Peony x'Eden's Perfume Eden's Perfume Peony 39 2 G Full in pot; free of rot & disease; 36" POSITIVE GROWTH DEVELOPMENT. Ilex x attenuata 'Fosters' Foster Holly 26 (4'-5') 4.5 10 14.5 0.31 4.495 16 412 QB Quercus bicolor Swamp White Oak 4 2.5.3" B&B Straight trunk; branching begins at 4'; balanced head Thuja occidentalis & cvs. Eastern Arborvitae (Emerald, Nlgra, Techny) 55 (4-5') 4.5 10 14.5 0.25 3.625 10 567 OR Quercus coccinea Scarlet Oak A 4 2.5-3" B&B straight trunk; branching begins at 4; balanced head . 8. OAKS AND OTHER APPROPRIATE SPECIES SHALL BE PLANTED AT THE Thuja plicata & cvs. Giant Arborvitae (Atrovirens, Green Giant) 31 (4'-5') 4.5 10 14.5 0.20 2.9 7 205 CIS Quercus shumardii Shumard oak `� ) 2.5-3" B&B Straight trunk; branching begins at 4'; balanced head OPTIMAL TIME (SPRING OR FALL IF DUG) BUT NOT DURING LEAFING OUT. 125 2779 QS1 Quercus shumardii Shumard Oak 12 3.5-4" B&B Straight trunk; branching begins at 4'; balanced head QUERCUS BICOLOR MAY BE PLANTED EITHER SEASON; WHILE QUERCUS RC Rhododendron cataw biense'Purpureum Grandiflorum' Purpureum Grandiflorum Rhododendron 30 3 G Dense form; healthy color; uniform branching; 4'O.C. ALBA SHOULD ONLY BE IN THE SPRING. LARGE DECIDUOUS TREES (50i-70) X12" Caliper (Shade and/or Street) ITG Thuja'Green Giant' Jolly Green Giant Arborvitae 31 5-6' B&B/cont Full to ground; dense branching, straight, pyramidal form 75 25.5 510 510 TH Thuja occidentalis 'Emerald' Emerald Green Arborvitae 55 5-6' B&B/cont Full to ground; dense branching, straight, pyramidal form 9. LANDSCAPE CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT 66 Acer rubrum & cvs. Red (Swamp) Maple (Oct. Glory, Red Sunset) 1 (3%" Cal.) 14 20 34 0. Quercus shumardii Shumard Oak 13 (3%' Cal.) 15 20 35 0.75 23.1 419 5445 UL Ulmus parvifolia'Allee' Allee Chinese Elm 31 2.5-3" B&B Straight trunk; branching begins at 4'; balanced head PRIOR TO MAINTENANCE CONTRACTS OR WITH QUESTIONS. Ulmus parvifolia "Allee" "Allee" Elm 1 (3%Z' Cal.) 16 15 31 0.80 24.8 483 483 uL1 Ulmus parvifofia'Auee' Allee Chinese Elm 1 3.5.4" B&B Straight trunk; branching begins at 4'; balanced head VB Viburnum plicatum Triumph' Triumph Viburnum 32 3 G Dense form; healthy color; uniform branching; 4' O.C. 6439 VM Vinca minor'Alba' Common White Periwinkle 666 4" QT Full in pot; free of rot & disease; placed randomly; ALT = 4" Pots ZE Zelkova serrata'Green Vase' Green Vase Zelkova 16 2.5-3" B&B Straight trunk; branching begins at 4'; balanced head Grand Total: 44976 ��, ___ - Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 telel 434.531.7507 el steve@edwardsdesignstudio.com www.edwardsdesignstudio.com ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 telel 434.631.5544 el alan@alanfranklinpe.com KEY: I -'' )f - _ =��� &aot ky�a , - _ - -- - - - �.,! �;r t' Site !\_ - �; 1. ryBerklr)ar/ _ +_1. _ 9tIrA ,- . - - .r�pedice4 x ' r `� - J - �M1,45 or vn `, ° � `y'. r 0 LL •M LLI -0) :E tu S W � :�E (1) Z I-` < CJ s� /�L•„ W .• V -2 T 10o 0 =� z , .) J) - o n _T 11 11 -Jz 7) , _0 115. I s OF - II Z^. J 7 n � GW_,A`r r ? rn Steven NV. Edwards n I t7l Cert. No. 0931 U -_ /- 10-11-19 'M J 1 3 (� ART' n n -,., 11 s, ; "I - `' �����TH OF t��G n - ,l ' � rl 71- Alan G. Franklin � Irc. No.05326 w : o� 10-11-19 ti� . 4, 6 SIQNAL �� 1,� T �= SCALE: 1" 30' u I, ISSUED: 10/22/2018 REVISIONS: 0. 02-08-17, APPROVED BY BOS 0. 06-19-17, MAJOR SPA APPROVED A 0. 06-13-18, MINOR SPA- APPROVED 1. 10-22-18, MINOR/ARB SUBMISSION 2. 12-17-18, MINOR/ARB SUBMISSION 3. 04-12-19, COUNTY COMMENTS AQ 4. 06-03-19, CO/OWNER COMMENTS A 5. 06-07-19, CO/OWNER COMMENTS 6. 08-08-19, COUNTY COMMENTS a 7. 09-13-19, COUNTY COMMENTS 0 SHEET: Z 0 W Z 0 W 0 W Landscape Plan W OF 29 M �_F a (D �1? co 7� (y) CY) � 0 C14 � Q CD , ME 11 - / �/ -- / a ,- . / ____ - ____1 ., , 4 - ,�/:_ \ \ \ , " I /;,I/- �A / / / ___ . ____ - ,� . 1__/, � I , \ \ 11. - 0 / __� .1 /I ____ ____ - A I , :I_--,- � --- \0P\_ \ \ `,,� 114 / X //-� 81--, __� "I , � \ 5-, \ \ I �-, ,��- / ____ I-, , I - i I',"i � I / � / / ____� ..00 _____ 11 - "I ""i"'./ I - \ 9� \ (f,) \ \ \ � \ -el � _', - 4-;1 ___1 / 9 j � � � IIIIIIIIIIIIIIIII --, ___ . ----:, - ___ /,_.� / 1%_\ - / 6 .00 --- _ j ,\\ a � . , . 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I -Z-'- - :1�7_7 _­�n__, , 1�.� '_4 - I I 11 ',` � A- _�, � 41�1 - I ___, - ,, - I I . � "' - 0�-� -Ile, � - * " - .Wa� 0 � _� 4 ­ � - . _-, - -- -- S _____ _11i. �___,./_ _.� 11� �. / ( I � �_ _____ �:: I - I ,� __ ..?,..ftAMWx.� --, ___ -p- — %,- - I �� � 11 �1� '"..fto� ,W, _'"_ ." """"t .4- — I — — � — — — — -1 - � - " ,1 -, - � I I . �, - , - 111�0:t` I I (( -Z I 11 �-,-,�,___ __-�__ " .__ I - ___ -1 ­_­ - — __ ____ "I - - I'v / V -, " 116��i:,,::,,iiii)` 1 1 J I I I � rn I .,- �, ,­,­_ - __ - . — \ � I 1-1, — — — - . - I - 7'-- � -_ — ------' , THIS AREA TO BE MULCHED WITH 11 \ I---- ; - �__, ___1 � � - -----_, I - - ­. �_ __ - I - _� ____ � — _______ — — __� _� _____ _� .------- \ \ �z �. - I �, I � I I � -_ I __ , I __ "I �_ _\ ____ ___ / "I- ___ — — __ — — __ WOOD CHIPS AND PLANTED WITH 50- ---- - I- � � (�� , j �� � . I ­ 11 - "/,/ / / — �-" I I 1�11 - . — � , _� � - " - I - I I I I .- I_ _L I - '_ � , __ _� — _'�__— VM RANDOMLY WITH 75- DID (PLANTED I 0 __1 .1 I I - � __1 _:_ - _____ ), __1 I \ -a r� -1 - `11� �__ ___ \�� __� / /-�_- — — —_ — — — _1/ j / - � _____ , �, ____1 � \ \ I , I ___1 - IN FALL) - I ___ — I - / , : � --- \ ___­1_ � I .1 . ­1<_ - . 1! t � ,-,- ,,, 11 I \ ___ '1� --_ ___�� -_ - � / I , , I I I -------- \ I i I __ 1, / // / , - - — — — — —_ - — - — — — — 11 I I ____ //5\ SUPPLEMENTAL PLANT LIST (NOT REQUIRED Label ScientificName CommonName Quantity Caliper Height Spread � Root Comments AJ � Acer palmaturn var. atropurpureum'Bloodgood' Bloodgood Japanese Maple 1 2-2.5" B&B Mu)ti-trunk (3-5 trunks),- dense, uniform branching AP Acer griseum Raperbark Maple 6 2-2.5" B&B Straight trunk-, branching begins at 3", balanced head BJ Buxus sinica var. ins ulari s 'Justin Brouw ers' Justin Brouw ers Boxw ood 24 24-30" B&B/cont All plants from one source; healthy color; balanced form-, 3'O.C. BM Buxus x 'Green Mountain' Green Mountain Boxw ood 17 24-30" � B&B/cont I All plants from one source', healthy color; balanced form-, 3'O.C. BVV Buxus sinica var. insularis'Wntergreen' V\Antergreen Boxw ood 82 24-30" B&B/cont All plants from one source; healthy color" balanced form-, 3' O.C. CA Clethra alnifolia Surrmersw eet Clethra 6 3 G All plants from one source', healthy color-, balanced form; 3'O.C. Ci Oryptomeria japonica'Yoshino' Yoshino Japanese Cryptomeria 7 6-7 B&B/cont Full to ground', dense branching, straight, pyramidal form CL Carex lupilina Hop Sedge 27 1 G All plants from one source: healthy color,, balanced form,- 30" O.C. CM Carex morrow i0ce Ballet' Ice Ballet Sedge 140 4" PLUG Dense form-, good color- w ell rooted in pot; 12" O.C. CN Camellia japonica 'INuccio's Gerd Nbccio's Gem Camellia 32 3 G All plants from one source; healthy color; balanced form-, 3'O.C. CR Carex lurida Lurid Sedge 55 1 G All plants from one source', healthy color; balanced form-, 30" O.C. DID Narcissus x 'Carlton' (Large- cupped) Carlton Daffodil 625 bulb Free of rot & disease-, placed randomly DE Dryopteris erythrosora 'Brilliance' Autumn Fern "Brilliance' 13 1 G Dense form; good color', w ell DEEP -rooted in pot 18" O.C. HE Hosta sieboldiana'Elegans' Begans Hosta 20 1 G Dense form; good color-, w ell -rooted in pot,, 24" O.C. HM Hemerocallis 'Stella dCro' Stella d'Oro Daylily 62 1 G Dense form', good color', w ell rooted in pot; 18" O.C. HP Hydrangea paniculata 'Limelight' Limelight Hydrangea 3 I 7 G Straight trunk; branching begins at 2", balanced head; TREE -FORM HQ Hydrangea quercif olia 'Alice' . - Alice Oakleaf Hydrangea I 38 3 G Dense form; good color; w ell rooted in pot', 4'O.C. A Ilex attentuata 'Fosteri' Foster #2 Holly 8 5-6' B&B Full to ground" dense branching, straight, pyramidal form 113 Iris versicolor'Blue Flag' Blue Flag Iris 10 bulb Free of rot & disease" 18" O.C. I IL Ilex glabra'Densa' I Densa Inkberry 94 24-30" 3 G Dense form: healthy color-, unif orm branching-, 48" O.C. LM Liriope muscari Variegata' Variegated Liriope 140 4" QT Dense form-, good color', w ell DEEP -rooted in pot-, 18" O.C. MV . I Magnolia virginica'Australis' Australis Sw eetbay Magnolia 3 7-8' B&B/cont Full to ground, dense branching, straight, pyramidal form I PG Penniseturn alopecuroides Fountain Grass � 112 24-30" 3 G All plants from one source; healthy color', balanced form-, SO.C. I PH I I Pennisetum alopecu roi des 'Hameln' Dw arf Fountain Grass 26 24-30" 3 G All plants from one source; healthy color', balanced form-, 3'O.C. PT Pachysandra terminalis Japanese Pachysandra 345 4" QT Dense form,, good color,, w ell rooted in pot; 18" O.C. RA Rhododendron cataw biense var. alba Alba Fhododendron 16 24-30" 3 G Dense form; healthy color" uniform branching; 48" O.C. RC Rhododendron cataw biense'Purpureum Grandiflorurn' I Purpureum Grandiflorum Fhododendron 13 1 24-30" 3 G Dense form; healthy color; uniform branching; 48" O.C. VB � I Viburnum plicatum'TriurTph' Triumph Viburnum 14 24-30" 3 G Dense form; healthy color" uniform branching� 4' O.C. VM . Vinca minor'i Common Vyhite Periw inkle 450 4" QT Full in pot; free of rot & disease-, placed randomly I ZE Zelkova serrataGreen Vase' Green Vase Zelkova 3 2.5-3" B&B Straight trunk-, dense, branching begins above 4- LANDSCAPE NOTES: I . SEE SHEET 18 FOR LANDSCAPE DETAILS, PLANT LIST AND/OR ADDITIONAL 9. LANDSCAPE CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT NOTES. PRIOR TO MAINTENANCE CONTRACTS OR WITH QUESTIONS. 2. PLANTS INDICATED WITH (9) ARE SUPPLEMENTAL AND NOT REQUIRED BY 1 0. ALL SITE PLANTS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH. THE COUNTY FOR FINAL SITE PLAN APPROVAL. AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY 3. SEE SHEET 19 FOR PHOTOMETRIC PLAN AND SHEET 20 FOR LIGHTING TO SUPPORT THE OVERALL HEALTH OF THE PLANT. DETAILS. I 1 - ALL SOD AREAS TO BE KILLED OF EXISTING VEGETATION PRIOR TO 4. ALL PLANTS SHALL BE MAINTAINED IN A MORE "NATURAL" GROWTH STATE. FERTILIZING, FINE GRADING & LAYING NEW SOD. SOD TO BE INSTALLED NO SHEARING! NO "BUTTERBALL" HEDGES, ALLOW THE PLANTS TO GROW LESS THAN 24-HOURS FROM BEING CUT. IRRIGATE IMMEDIATELY & TOGETHER AND SHAPEfTHIN AS NEEDED ONCE HEDGES AND BEDS FILL IN. CONTINUE TO WATER AT THE RECOMMENDED RATE UNTIL ESTABLISHED. ALL STREET TREES SHALL BE LIMBED UP TO ALLOW A MINIMUM OF 7' 5. CLEARANCE TO ALLOW WALKABILITY ONCE PLANT IS ESTABLISHED 2-3 YEARS AFTER PLANTING. 6. PLANTS IN GROUPINGS (2+) SHALL BE CONSIDERED LARGE BEDS WITH SMOOTH MULCH BED LIMITS. PLANTINGS ALONG WOODED AREAS MAY USE NATURAL DETRIS AS MULCHING (34- MAX. DEPTH). ANY INDIVIDUAL TREES SHALL BE MAINTAINED WITH A 3'MIN. DIAMETER MULCH RING FROM TRUNK. LARGE MULCH BED LIMITS ANS MASS PLANTING BEDS TO BE OUTLINED IN FIELD BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION, 7. CONTRACTOR SHALL TILL AND AMEND WITH NUTRIENTS AND COMPOST ALL PLANTING AREAS PRIOR TO PLANT(S) INSTALLATION TO ENSURE POSITIVE GROWTH DEVELOPMENT. 8. OAKS AND OTHER APPROPRIATE SPECIES SHALL BE PLANTED AT THE OPTIMAL TIME (SPRING OR FALL IF DUG) BUT NOT DURING LEAFING OUT. QUERCUS BICOLOR MAY BE PLANTED EITHER SEASON'. WHILE QUERCUS ALBA SHOULD ONLY BE IN THE SPRING. 5 .J ' Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 telel 434.531.7507 el steve@edwardsdesignstudio.com www.edwardsdesignstudio.com ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 telel 434.631.5544 el alan@alanfranklinpe.com a 9. MA I 1 (13 Iiii— .4.... Z Z. ""'.. W .0) 5 qu 11 '--. r-) *113 Z E �111 -1 W ->S V4-ftj :E Z < (a) Z - � Z �111111= 0 -1 ­ W �,' < 0 1_,� �,�f) _j 1�, �, Ij ,� CL (a) _-� �" 2 _j - !r, �_. ""Z - 7 �_o W (13 �� Z! 11-- = �i_l �j ��,� E� - U) 1. ,_� t, __1 ,� j Q) �- 0� 0 - �', Ij 73 Q �2 -, 0 � �y,i - Z `:Zc cj,., � ,j) — - �) e_ -71 ". �) 5 ,_ j rD -11 I o _� 11'j,j :,�I �2 - - , - - �, ��'., �, �'j " �� I --, �_ - ::: ,,c .- - �,;� . - - ��­ �, � - - � �, 'O. 0 -, - � _, i� I - " i� -�, 1� �) 1�a "' - I 'i:; 71 - - 1_' - __ I 73 , �� I _,� -� 7, ��,. "�� D I - , 1� I , �,�, ,,, I -11 _______ __ = i�; *_ � �, _ ��, � ;T� 11_� I - C) 1) ,�'TH OF .0� �1� - [_ - � - �( b ,,,`,� � ,j �- C)'�, ,0-c:_4,w�_ �. ,.,� �1� �5 ,,,,, '1� �a< �')'_�; Steven W Edwards ,,,, � � Cert. No. 0931 iiq - "-) � -0 - I � 11�7 U - - I C? �,,� �1) - 1- 10-11-19 I<, - , 6 ,� 'j, "I .11 'f� ,� � (7> '.., %% � - "� , I _� - - " - 11) I N4"wl- 101- �011p_ T, _� _R rl :: , " , �71 - - NNEENEEN ­� ,�- - M �,`, - ,� �� - - - , __ � I I , �� 2 1 I I i�,l ,- 41 I H OF � t- �� - _;�� I - / I� �: " '0� C, I-) I ;/', � '112 "' , -, ';� 1. ,� -1 11 " -1, / , , I �� X" ��_�� - -,:� :� - 1 17 .�: 73 � _� - Alan G. Franklin , � 1-t r�e 'C� ,I -, 'A Lic. No. 35326 C4 � �7, :!� 0 4_4 ffj I . �,, 411 10-11-19 _;� :11 - - '! - C4 .1 IT �: -":) S 1.�4y '2 �Q � - - -' OTV A L ­ 1113 �� 2 - :fj --, , - 7 C) �� _. �. _j - . "', 7, :� _____ __ -1 "O , - �'. " SCALE: I I I = 3 O' -�_' `-! I'll) - ISSUED: 10/22/201 8 � :'�,; < ,J� REVISIONS: 0. 02-08-17, APPROVED BY BOS 0. 06-19-17, MAJOR SPA APPROVED A 0. 06-13-18, MINOR SPA- APPROVED & 1. 10-22-18, MINOR/ARB SUBMISSION 2. 12-17-18, MINOR/ARB SUBMISSION 3. 04-12-19, COUNTY COMMENTS A 4. 06-03-19, CO/OWNER COMMENTS ,& 5. 06-07-19, CO/OWNER COMMENTS A 6. 08-08-19, COUNTY COMMENTS A 7. 09-13-19, COUNTY COMMENTS ,L _____ _____ - - - I SHEET: Z 0 I-- (L) =) Q� �_ Cn Z 0 U 0� 0 LL Supplemental 0 LU W Landscape Plan < _j W A(2�uj � Q� GENERAL NOTES: 1 SEE SPECIFICATIONS FOR DRAINAGE TEST REQUIREMENTS PRIOR TO PLANTINGS (SECTION 02900). IF NO SPECIFICATIONS ARE AVAILABLE CONSULT LANDSCAPE APCHITECT. z.00NOT ALLOW AIR POCKETS ToFORM WHEN BxoKF|LUNo 8IMMEDIATELY SOAK WITH WATER 4ooNOT BREAK RooTBALL. 5 NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATIONS WHERE SOIL CHARACTERISTICS ARE NOT AGREEABLE oRWHERE CONDITIONS RAISE CONCERNS |NTERMS OFPLANT SURVIVABILITY oRWARRANTY. O CONTRAC70R TO N071FY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE CAUSED BY OR INCURRED DURING INSTALLA71ON 7 ALL MULCH SHALL BE AGSPECIFIED ACCORDING TOTHE PLANS ANcVOn3PEo|F|oxT|om8. PLANTING NOTES: 1 EXoxvxTEn0[TBxLL PIT 2XSIZE oFROcTBxLupoT 2.ADD EXCAVATED SOIL &T»NP. SET TREE aoTHAT TOP oFRooTBALL|o2-3'HIGHER THAN FINISHED GRxoP a.exomF|LLWITH SPECIFIED SOIL MIX AND WATER |wTHRouoHLv 4.F|w|GH BxoxFIu-|wo.CONSTRUCT PIT omLOWER a|oEE(BY TRENCHING) AND ADD MULCH o STAKE AND GUY SECURELY ACCORDING TnSTAKING OPTIONS CULTIVATE SOIL IN LANDSCAPE AREA TO A MININUM DEPTH OF MULCH LAYER (AS SPECIFIED) FINISHED GRADE PLANTING SOIL MIX (AS SPECIFIED) EDGE OF LANDSCAPE AREA PAVEMENT EDGEOR SCARIFY BASE OF PIT. BREAK THROUGH AND LOOSEN ALL HARDPAN (REMOVE AS NECESSARY) TO FACILITATE PROPER DRAINAGE ROOTBALQ PUTS ���������NJ =�~~ " "="� AS NEEDED AND COMPACT ON SLOPE --------LIGHTLY TO BRING PIT BACK TO FINISHED GRADE. PREVENT TREE FROM SETTLING IN FUTURE 12' ROW SPACING UNLESS OTHERWISE' AS SPECIFIED NOTED CROWN BED ` TOP OFRDOTBALLT0BEA M|N (3F2''ABOVE F|N|GHED GRADE o MULCH u � ��| FINISHED GRADE -�|. UNDISTURBED SUBGRADE-­- CULTIVATE SOIL WITH ROTO-T|LLERT0 AMIN. DEPTH OF12-BREAK TRH{JUGH HARDPAN AND REMOVE TOPROVIDE GOOD DRAINAGE "�. CROWN TOP OF MIN. OF GRADE MULCH F|N|SHE SPACING PLANTING SOIL MIX (AS SPBC|FIED), CULTIVATE AMIN. OFzy'LAYER OF PLANTING SOIL MIX INTO BED, PROVIDE 1"OFCROWN FOR EVERY F00TOFBED UNDISTURBEOSUBGRAOE--� \ �- PLANTING SOIL MIX (AS SPECIFIED) - CULTIVATE AK4|N DF4'LAYER DF CULTIVATE SOIL WITH ROTO-T|LLERTO--~ PLANTING SOIL MIX INTO BED AM|N DEPTH OF12",BREAK TRH{}UGH ' HARDPAN AND REmOVET0PROVIDE GOOD DRAINAGE SECTION SHRUB PLANTING (SINGLE & DOUBLE ROWS) � ���������� PLAN �� 0�� �~ SECTION, " "�^�"� N.T.S. PLANTING SOIL MIX (AS SPECIFIED) GROUND COVER (AS 8PBC|F|EDONDRAVV|NG) LEAVE N{}ROOTS EXPOSED MULCH LAYER (AS 8PBC|F|EO) 24' (UNLESS OTHERWISE FINISHED EDGE NOTED) TRENCH EDGE---\ PLANTING PROCEDURE 1 LAY OUT BED AND OUTLINE WITH TRENCH EDGE. PLACE SOIL FROM EDGE WITHIN BED. 2ROTOT|LLBED TO12'DEPTH SPREAD 3''MIN LAYER OFPLANTING SOIL MIX OVER BED ROTOT|LLSOIL MIX INTO TOP OFBED INSTALL PLANTS & MULCH. WATER THOROUGHLY Uq EDGE OF LANDSCAPE AREA, PAVEMENT EDGE, OR BACK OF CURB. UNDISTURBED SUBGRADE BREAK THROUGH ANY EXISTING "HARD -PAN" CULTIVATE SOIL IN LANDSCAPE AND REMOVE ASNECESSARY TOPROVIDE AREA TOMINIMUM DEPTH OF12^ GOOD PERCULAT|[)N&POSITIVE DRAINAGE GROUNDC R PLANTING IN MULCH AND CULTIVATED PLANTING AREA wU ����l��.UU �o14 8 �� DETAIL N.T.S. � � NOTES: 1.SET TREE PLUMB PRIOR TOSTAKING. 2.GRADES NOT TOEXCEED 31SLOPES. 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION DFTHE LANDSCAPE ARCHITECT. 4. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OR ANY SITUATION WHERE SITE CONDITIONS OR SOIL CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTINGS CRITERIA OR RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY {lRWARRANTY. 5CONTRACT{JRTONDT|FYLANDBCAPEARCH|TECTOFANYPLANT[)AMAGEEXP{JSEDBY'DR|NCURRE[) DURING PLANT INSTALLATION. S ALL STAKING TDBEPLACED OUTSIDE LIMITS OFTREE PIT. 7.ALL GUYING TDBEENCASED AND SECURED TOTHE PLANT |NRUBBER HOSE (OR E{}UAU OPTION 2:DIAGONAL STAKING (FOR EVERGREENS OPTION 1:VERTICAL STAKING (8STAKES &GUY|N{ TREE. SET STAKES 1 AROUND THE TREE. GUYING KX|N|NUM { HEIGHT OFTREE AN| THE LOWEST BRANC 2 TREE STAKING OPTIONS / � �� ����~~�o��J PLAN 8�� � ~°=�~~""~°^�, NOTES 1 PER TREE 2. SET TREE PLUMB PRIOR TO STAKING 3.SECURE STAKE TOTREE TRUNK WITH 12GA. BAIWIRE & RUBBER HOSE (OR EQUAL) OFY2TREE HEIGHT 4.STAKING TOBECONSISTENT ALONG ALL ROWS AND WITH TYPICAL STAKING DETAIL 5SET R0OTBALLEVEN WITH FINISHED GRADE. TREE O.C. SPACING (AS SPECIFIED ON DWGS.) 10 EXISTING GRASS h, TO REMAIN UNDISTURBED EXCEPT WHERE TREES ARE PLANTED FINISHED GRADE REFER TO TYP NOTE:' LENGTH OFWOOD STAKES VARIES WITH HEIGHT OFTREE. EACH STAKE TOBE DRIVEN INTO THE GROUND 3O^MIN. ���� ' '`��J* O.C. SPACING UNDISTURBED x NJ EXCEPT WHERE TREES ARE PLANTED 0 GRADE -450 ""L_'',"'�_���'� L-002 N.T.S. TREE ` STAKE GALV. WIRE HOSE 8TAK|NG-----' ENLARGEMENT MULCH (AS SPECIFIED ON DWGS.) STAKING -`--- ENLARGEMENT MASS PLANTING & STAKING IN EXISTING VEGETATED AND MULCHED PLANTING AREAS ����������J ~~~-~~""~°`� NOTE: FOR PROPER PLANTING PROCEDURE OFPERENNIAL BEDS, REFER TO"ANNUAL COLOR AND PERENNIAL PLANTING NOTES". STAKE GALV WIRE HOSE L-006 -~~---PERENNIALS /SHRUBS ROW (AS SPECIFIED ON SPACING DRAWING) PERENNIALS (AS SPECIFIED ON MULCH LAYER DRAWING) (AS SPECIFIED) 12" DRAINAGE TRENCH FINISHED GRADE =1111 fill co (AS SPECIFIED) CULTIVATE SOIL WITH ROTOTILLER BREAK THROUGH ANY EXISTING "HARD -PAN" AN ADDITIONAL 6-8" DEPTH & REMOVE AS NECESSARY TO PROVIDE GOOD PERCOLATION POSITIVE DRAINAGE. UNDISTURBED SUBGRADE MASS PERENNIAL BED PLANTING 18_) DETAIL L-noo NOTES: 1 SET TREE PLUMB PRIOR TDSTAKING. 2.GRADES NOT TC`EXCEED 31SLOPES. 3.ALL PRUNING |SRESTRICTED TOTHE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS. STAKES C)N'1H| S|DE[)FTREEDNLY CL � SEE DETAIL FOR SUITABLE TREE STAKING FINISHED GRADE -J REFER TO TREE A ROOTBALL PIT DETAIL 18 COMPACT EXCAVATED SOIL T0--- FDRKARO{TBALLPIT [>NDOWNHILL SIDE (]FPLANTING AREA 3 TREE PLANTING ON SLOPES �%��.-����J PLAN U�� ~°=~=°""`="�' MULCH LAYER kefTRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED L-003 °8 DETAIL��wo NOTES: 1 LENGTH OFWOOD STAKES VARIES WITH HEIGHT DFTREE. EACH STAKE T]BE DRIVEN (3O"Kd|NjINTO SLOPE ATANGLE INDICATED. 2. GRADES NOT TOEXCEED 2:1 3.TRENCH ALL EDGES OFPLANTING BED. ROW SPACING FINISHED--/ GRADE TREE (AG SPECIFIED ON DVVGSj - 450 TYPICAL STAKING: + 1 (1) 2X2 WOODEN STAKE OR #4 REBAR PER TREE *%-Y# 2.SET TREE PLUMB PRIOR TDSTAKING 3.SECURE STAKE TOTREE TRUNK WITH 12GA. � / REFERTDI GALV.WIRE & RUBBER HOSE (OR EQUAL) AT DF��T�EEHE|{�HT ' R{)OTBALLDETAIL MIN. ^^ F-�-� 4.STAKING T[>BECONSISTENT ALONG ALL ^~- ROWS AND WITH TYPICAL STAKING DETAIL 5� SET UPHILL EDGE OFRODTBALL(FOR SLOPE PLANTINGS ONLY) COMPACT EXCAVATED SOIL T2FORM ROOTBALLPIT {}N DOWNHILL B|OE PLANT SOIL MIX ��BPEC|F|EDC�N OVVG8j MULCH (AS SPECIFIED ON DWGS.) rTREE 10-), MASS PLANTING AND STAKING ON SLOPE 1 8SECTION ;*--STAKE --GALV WIRE STAKING ENLARGEMENT L-0m NOTES: 1 SET TREE PLUMB PRIOR TOSTAKING. 2.GRADES NOT TOEXCEED 31SLOPES. 3.ALL PRUNING |SRESTRICTED TOTHE REMOVAL DFDEAD AND BROKEN BRANCHES AND SHALL BEPERFORMED UNDER THE SUPERVISION ()FTHE LANDSCAPE ARCHITECT. 4.ALL MULCH SHALL BEA8SPECIFIED ACCORDING T{>THE PLANS AND/OR SPECIFICATIONS, SEE DETAIL FOR SUITABLE TREE� OPTIONS 7187 TRENCHEOBEA ENTIRE AREA TC MULCHED REFER TO TREE ROCTBALLPIT DETAIL IQ 1 � 4 TREE PLANTING ILCH LAYER LT|VATEOSO|L � �����~����� �U ��� �� 8�� ^� ~°=�=~ ""~�"�, " ~~^�"� N.T.S. 1 IN AREAS SCHEDULED FOR NEW LANDSCAPE INSTALLATIONS WHERE PRIOR GRADING ACTIVITIES HAVE NOT RESULTED IN CLEARING AND GRUBING OF EXISTING VEGETATION, THE CONTRACTOR SHALL CLEAR AND GRUB ALLVVEE[)G.DEADPLANTS.TREES.1"'C/\L|PERORLESBANDALLDTHERPLANTk8ATER|AL.SAVEANOEXCEPT THOSE SPECIMENS OR GROUPINGS SPECIFICALLY SELECTED IN THE FIELD BY THE LANDSCAPE ARCHITECT FOR PRESERVATION. 2. CONTRACTOR T0VERIFY ALL QUANTITIES BETWEEN PLANS AND PLANT LIST AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY AND ANY PLANT SUBSTITUTIONS OR CHANGES MUST BE SUBMITTED IN WRITTING FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO ORDERING. 3 PRIOR TO ORDERING AND INSTALLATION A PRE -CONSTRUCTION MEETING SHALL BE HELD BETWEEN THE LANDSCAPE ARCHITECT, OWNER AND LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TOSCHEDULE MEETING, 4STABILIZATION MAT SHALL BEAPPLIED TOALL SLOPES EXCEEDING 31 ANY PLANTINGS ONGTAB|L|Z|EO SLOPES SHALL BE CUT INTO MATTING OR OTHERWISE INSTALLED IN A MANNER THAT DOES NOT COMPROMISE THE INTEGRITY OFTHE SLOPE. 5. ALL SPECIES SPECIFIED GREATER THAN ONE (1) IN QUANTITY SHALL BE ORDERED FROM A SINGLE SOURCE UNLESS OTHERWISE APPROVED BYTHE LANDSCAPE ARCHITECT. 8. CONTACT LANDSCAPE ARCHITECT AT THE TIME THE PLANT MATERIAL IS DELIVERED TO THE SITE TO SCHEDULE ANINSPECTION. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AJ TIME OFDELIVERY, ASWELL AS AFTER INITIAL PLACEMENT OFPRIOR TOINSTALLATION. ALL INSTALLATIONS TO OCCUR FOLLOWING FINAL GRADING OF SITE. IF SCHEDULE PLANT QUANTITIES REQUIRE MULITPLE DELIVERIES, CONTRACTOR SHALL ARRANGE TO HAVE SIM ILIAR GROUPINGS, AREAS DELIVERED AT THE SAME TIME IN ORDER THAT PLACEMENT AND INSTALLATION OF DESIGN CAN OCCUR TOGETHER. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OFSCHEDULE ATLEAST 2WEEKS |NADVANCE. 7. AFTER INITIAL PLACEMENT OF PLANT MATERIAL BY THE CONTRACTOR THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TOREEVALUATE AND ADJUST, |FNECESSARY. 8. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING, BUT NOT LIMITED TO� WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) OF PLANTING AREAS & LAWNS UNTILTHE WORK |SACCEPTED |NTOTAL BYTHE LANDSCAPE ARCHITECT AND THE OWNER. CONTRACTOR TOPRUNE ALL PLANT MATERIAL PRIOR TO SUBSTANTIAL COMPLETION IN A FASHION THAT RESEMBLES EACH SPECIES NATURAL SHAPE UNLESS OTHERWISE NOTED CJNTHE PLANS. 9. THE LANDSCAPE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE (1)YEAR BEGINNING ATTHE DATE OFSUBSTANTIAL COMPLETION. THE LANDSCAPE CONTRACTOR SHALL PRCJMPTLYMAKEALLREPLACEK4ENT8BEF{)REORATTHEENDUFTHEGUARANTEEPER|{}D(ASO|RECTEOBY THE OWNER). THE LANDSCAPE ARCHITECT WILL APPROVE THE STAKED LOCATION OF ALL PLANT MATERIAL PRIOR TO INSTALLATION. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE & REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. THE LANDSCAPE ARCHITECT MAY AT HIS/HER DISCRETION AND ONLY UNDER UNIQUE CIRCUMSTANACES WILL ACCEPT SUBSTITUTIONS UPON WRITTEN NOTICE BY THE LANDSCAPE CONTRACTOR STATING THE REASONS FOR WHICH THE SUBSTITUTION SHOULD BECONSIDERED AND GRANTED. 10AFTER BEING DUGATTHE NURSERY SOURCE, ALLTREES IN LEAF SHALL BE ACCLIMATED FORTWO(2)WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION. ANY BARE ROOT STOCK SHALL BE SOAKED IN LIQUID ROOT STIMULUS SOLUTION FOR ONE-HALF HOUR AT DOUBLE STRENGTH AND GENTLY PRUNED PRIOR TO PLANTING TO ENCOURAGE NEW ROOT GROWTH. 11 STANDARDS SET FORTH IN'AM ERICAN STANDARDS FOR NURSERY STOCKREPRESENT GUIDELINE SPECIFICATIONS AND CONSTITUTE MINIMUM QUALITY REQUIREMENTS OF THE PLANT MATERIAL FOR THIS 12. SOD AND SEED SHALL BE A TALL FESCUE BLEND. NOTIFY LANDSCAPE ARCHITECT OF MIXTURE PRIOR TO ORDERING FOR APPROVAL. 13 MULCH SHALL BE PLACED IN PLANTERS, PLANTING BEDS AND AROUND ALL INDIVIDUAL PLANTS NOT LOCATED IN PLANTING BEDS MULCH SHALL BE DOUBLE SHREDDED DAR HARDWOOD AND APPLIED 2-INCHES (2") IN DEPTH BY THE LANDSCAPE CONTRACTOR UNLESS OTHERWISE NOTED ON THE DRAWINGS. MULCH RINGS AROUND |ND|V|OUALTREEGSHALL BEAMINIMUM OF36-|NCHE8(3G'')|NDIAMETER. 14THELANOSCAPEC[)NTRACT[)R8HALLCLEARANDGRUBALLVVEEOG.DEADTREES.TREES1 -INCH (1 CALIPER OR LESS AND OTHER SELECTED UP TO 6-INCH (13") CALIPER AS DETERMINED IN THE FIELD BY THE LANDSCAPE ARCHITECT IN THE TREE SAVE/PRESERVATION AREAS INDICATED ON THE DRAWINGS. 2-3 INCHES OF THE SPECIFIED MULCH SHALL BE SPREAD OVER THE ENTIRE CLEARED AREA OR TO THE LIMITS DESIGNATED BY THELANO8CAPEARCH|TECT|NTHEF|ELDS0THATA''NATURALANOUND|BTURBEO''CHARACTER|G REESTABLISHED. LANDSCAPE CONTRACTOR SHALL NOTIFY AND VERIFY SCOPE OF WORK WITH THE LANDSCAPE ARCHITECT PRIOR TO START OF CLEAN AND MULCH WORK. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS FROM CLEAN-UP EFFORTS FROM THE SITE. 15. ALL TREES AND SHRUBS SHALL BE ALLOWED TO REACH MATURE HEIGHT. ANY ROUTINE PRUNING SHALL BE DONE ONLY FOR CORRECTIVE MEASURES. BOTTOM OFSTREET TREE CANOPIES SHALL BEMAINTAINED AT SEVEN FEET (T) OR HIGHER ABOVE ALL SIDEWALKS AND/OR PARKING LOTS TO ENSURE PEDESTRIANS CAN WALK BENEATH FREELY. 16. INSTALLATION OF ALL TREES (NEEDING DUG) SHALL BE DONE AT THE APPROPRIATE TIME SUITABLE FOR THE SPECIFIC SPECIES. CONTRACTOR TO DETERMINE EXACTLY WHEN THIS SHALL BE DONE AND COORDINATE WITH LANDSCAPE ARCHITECT AND OWNER. 17 IRRIGATION DESIGN AND IMPLEMENTATION SHALL BEATTHE OWNER'S REQUEST. ANY CONTROL BOXES SHALL BE PLACED DISCREETLY AND OUT OF GENERAL SIGHT OF THE PUBLIC. CONTRACTOR TO DISCUSS POSSIBLE LOCATIONS WITH LANDSCAPE ARCHITECT PRIOR TO DESIGN AND INSTALLATION. GENERAL LANDSCAPE NOTES Edwards desi0nStudio,PLLC Landscape Architecture and Site Planning 4Q36Old BoonsbonoRoad Lynchburg, VA245O3 te|el 434.531.7507 elsteve@edxvmrdsdeoignstudio.00mn vmmom.adxvmrdsdmoi0nstudio.conn AL/lNG.FRANKL|N'P.E.LLC Civil and Site Planning Engineering 427Cranberry Lane, Crozet, VA22A32 te|el434.631.GS44 e|a}nn@a|anfimoWinpe.00mn KEY. Site 0 �-- . Z �� =_ NN �= -"� �� _ ��" ^�~ � �� � ~"� U) ^ �� �� 0 v�� �-� Z �71 =� 73 e� a� � -� o� � " 7� '0 71 Hop 17 � s� � G u� � � =� m� � � � .� e _ � m� � t7l Cert. No. 0931 117 10-11-1 07 "010-11-19 � �= =e _ e s� X ONA 1, �a o� �@ ^8 o O� SCALE: � ��� � s =='���. '�� ="=��� � . U�%�UU���~ ��������� � "~°~°~°~-��~ " �'=~°..°~� "=, � ° �����U��UU��J��~ "^"-�"=~"='"°~°^ O 02-08'17. APPROVED BY BOS O. 06'19-17, MAJOR SPA APP O 06'13'18. MINOR SPA- APPROVED A 1. 10'22-18. K4|NOR/ARBGUBM|SS|ON 2 12-17'18. M|NOR/ARBSUBM|GG|ON 3 04-12'10. COUNTY {�DK�K�ENTS 4 06'03'10. CO/OWNER COMMENTS 5 O0'O7-19. CO/OWNER COMMENTS 6 08'08'19. COUNTY COMMENTS 7 09'13'10. COUNTY COMMENTS �%������^ �� SHEET: " ^ 0 Landscape Detail ~U ���� ������A��� �� ��� �� �� ""�g*���m= 8�� � � =~ ���� w~ mm. *� (y) Co rn 0 o� 0 r N•� THE GARDEN -�o -_ ----- -- --- -- - - -- - - - - - - -- _------- -- - - , ♦ 93 ° SPOT I_ s \ cry ago ' /S2->� i �S 'g \` T LJ > � \ vU \ a a °, (> U' v, J ' .I 88 \ 00 a a a ' \\ 07 KS$7 JP a? 4 ? a a r, 99 'a s �'�° 89 00 c'o do i? a 4 \ 8 a a ey Y 1 \ \ a „94 s _v \ 4 rr k �� ? �� dh ` 91 '4 a �. \ a y ? �► a00 ° a d° °° n _0 101 •v40 98 co a o o� �,/f l ° as '4 ? 4 y v 0 00 o° s P s >s 0 4 �/Q�J a a a d J\ • , )Y , o a. os °s?\,I a a° 0 0 ?y 5 o, a ) 09 a a A �"? a� \ G a ' •j a a �, a�, ° �\ , � • � as ,, as � s \ a ° a ' `'s 9s s° a a a V 6Y �Y °o 9� ' • '9 �V\\ �� ° • \� o� ° ° ° ° `' , v 4 40001�o o., �, °? •� qs \ ° oY s P 4 ' yam- 7✓ c �) a> , 1'" 9,i Y? �'� g 4 w r! \' , J> ±S (9 a, J • 4 /'����'\�P ! 9 I^ `�6' /'� o (� ) a a a� a? a ° 100 ° // d �` a a a s 0 a � 00 a > J + ' • , .\ • ?> g ?Y Y 1 • 1 { S _. 6 �' ' • ° _ �, �� Ii • < °� °� 4 4 1 - • • ? 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C p�, Y �? '�S S ` ? 1 �I 1 ?' ,. s c s, 6ti1' SY 4 Y (�--- _ •1� 6S > ' d? 9 '" C _ 1 I C I � i C o > 2 E ��6, �' s a cr S", ��Ili !y Y ? BUILDING 6� 53 n> F 9 ,� sy. 6 4. a 9 39 )' ❑ a a y I a ❑ cs i> v° II Y, •s s i s a aY c o �? V? Gc n° ss �� , vC y° ,s F 7 r - D 12 >o i S a 9 ? I a 9 I } J O 6 O IB I `> l I' x s �I - st �> r ° BLDG. II 'I o�: s ''> y 4 J> F rOs _ I s I 9 g j a ` P , a. ? ' a a a� 9 4g �'II �' MEMORY CARE COURTYARD a aY g �65 15 III z ,3 s •-u -',6 :�,� II , I � , y I a T `� y6, 6, S , -? BLDG. '9 s 4? '� ' C• 9 ; : 6 ' °P J III > 9 I 1 JLI '31 $1 I II U a � J� s �, ❑ �I s � - I 4 � �> r. s 'o C t B s Cie 14 6 • 4° r j cI a aY 68 m�� a� a �`18 ys i \ 1. 9 v n P C 2 28 4I 1 40 49 55 9> 23 s l P �_� 1 '., ?o .. ° , � ❑ • r.®`..-.".W m'",', ❑ii""""""9 __ ❑ ❑ �^ i_--�. J • • ' In i a � �° °C, 1i+ LJ 4 4 . • . Y --' `y'e _._ v ., �- CF , �, � ..� ■:,!.ter �I ,� %>� Y • • a v , �� � ��]F - �2 • � U 4 4 t_ � 5f� Uo > U 4 Y dI •V ,ACV :4 S i:) yh, :i l`" l ■ , s S $> , I' s 4 • 4 P '�o �4 s 9 O n 4L - o o >9 a S 4� vm s r ? f` t rn s 61 Sa . a 4 ° s S c, �' �'I c' s _ - ° � � 6 sV ss �� ° �> F • a a � ,e a? ® ® �-- S � 9 • , , 9 ' 4 � 4v 4� p4 ` ' C'v o° I a ail J1, U°� °a°? O 0Y n- Y a aBERKMAR CROSSING aI 6 J'l GI CU \ e e ® e e ��■ e � ��■� a ■�' �� � e <i■e�r a 6ir �- a r■ �- e e e® _ e -emir �' r■ �i� � i � s s ° 0 SITE PHOTOMETRIC PLAN SCALE', 1:30 LUMINAIRE SCHEDULE 0 Symbol Qty Label Arrangement Lum. Lumens Lum. Watts LLF Description Detail Reference Location 2 A SINGLE 1547 19.8 1.000 HNLED18NA E120A 2 B SINGLE 802 16.8 1.000 PD-W2605-Wf F/20A ® 15 E SINGLE 2334 31 1.000 DSXB LED 12C 70040KASY B/20 ® 6 F1 SINGLE 607 10.63 1.000 KPLMNDGMBFLL140 C/20 12 R1 SINGLE 2046 25.4 1.000 DISK8L30W2100L30KWH A/20 6 S1-T3-SNG SINGLE 28037 261.6 1.000 ALED3T260-D10 (T3 - SNG) D/20 3 S1-T4-DBL BACK -BACK 27428 262.5 1.000 ALED4T260_D10 (T4 - DBL) D/20 9 S1-T4-SNG SINGLE 27428 262.5 1.000 ALED4T260_D10 (T4 - SNG) D/20 4 S2 SINGLE 2575 21 1.000 DSXF1 LED P1 40K HMF F/20 1 S3 SINGLE 2850 21 1.000 DSXF1 LED P1 40K MSP G/20 OR G/20A ALT 1 S3-ALT SINGLE 2636 29.9 1.000 FCD803-UNV-4K-3000L-SPOT G/20A 2 VP SINGLE 588 15.4 1.000 OLVTWM D/20A 4 WA1 SINGLE 1222 14 1.000 44181 A/20B 8 WB SINGLE 862 9.36 1.000 4181 B120B 5 WP SINGLE 4762 45 1.000 DCC150L45W4900LMV50K-M A/20A 3 WP1 SINGLE 12508 135.9 1.000 DCC20OLl35W14000LMV50K-M B/20A 17 WP1-T4 SINGLE 32751 365 1.000 DCCT420OLl35W14000LDMV50K-M C120A NOTE: LABELS NOTED REFER TO LUMINAIRE LOCATION SUMMARY AND DETAIL NAME. FOR POLE DATA SEE DETAIL E/20. FOR POLE FOUNDATION SEE DETAIL H/20A. LUM. LUMENS COLUMN ABOVE REPRESENTS THE MAXIMUM LUMENS PER FIXTURE. CALCULATION SUMMARY Label CalcType Units Avg Max Min Avg/Min Max/Min GRASS Planar Illuminance I Fc 3.87 20.7 0.0 N.A. N.A. NOTE: THE MAXIMUM LUMEN EMITTED IS LOCATED BENEATH THE PORTE-COCHERE (46) AT THE BLAKE ENTRANCE PHOTOMETRIC NOTES: 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. 2. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREA ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. 3. PHOTOMETRICS PREPARED BY LIGHTS FANTASTIC, CARROLLTON, TX. 4. ALL FIXTURES SHALL BE DARK BRONZE UNLESS OTHERWISE SPECIFIED. 5. ALL DECORATIVE FIXTURES (37-41, 43, 74-77) SHALL MEET THE ALBEMARLE COUNTY ARB ENTRANCE CORRIDOR GUIDELINE #31. FIXTURES SHALL HAVE AUTOMATIC TIMING DEVICES AND BE EXTINGUISHED BETWEEN THE HOURS OF 11:00 PM AND DAWN, EXCEPT FOR THOSE AT FLAGPOLES. FIXTURES SHALL BE SHIELDED AND FOCUSED TO ELIMINATE GLARE. NO MODIFICATIONS SHALL BE MADE TO REFLECT SEASONAL COLORS. A LumNo Label X Y Z Orient Tilt 1 WP 1-T4 5571.99 1867.865 20 223.35 0 2 WP1-T4 5579.292 1888.866 20 132.648 0 3 R 1 5590.078 1861.284 11 0 0 4 WB 5594.06 1854.172 7 223.232 0 5 WP1-T4 5595.461 1853.093 20 223.35 0 6 WP 1-T4 5599.283 1910.307 20 133.66 0 7 WP1 5586.963 2121.405 10 252.199 0 8 WP1-T4 5630.495 1936.837 20 132.648 0 9 S 1-T3-SNG 5634.661 2107.392 20 325.675 0 10 WP1-T4 5643.829 1801.595 20 223.35 0 11 WP 1-T4 5658.158 1965.542 20 133.66 0 12 WP1-T4 5676.19 1767.049 20 223.35 0 13 R1 5682.332 1763.756 11 0 0 14 WP1-T4 5690.099 1992.757 20 132.648 0 15 WA1 5703.239 1737.618 7 222.147 11.808 16 WA1 5708.386 1732.171 7 222.147 11.808 17 WP1-T4 5716.428 2020.159 20 133.66 0 18 WP1-T4 5739.126 1699.995 20 223.35 0 19 WB 5739.082 2033.667 7 132.747 0 20 WP 1-T4 5746.131 2051.338 20 132.648 0 21 WP1-T4 5768, 645 1707.508 20 313.585 0 22 WP 5791.575 2028.642 20 132.164 0 23 WP 1-T4 5799.313 1736.196 20 313.585 0 24 WA1 5820.904 2003.648 7 42.752 0 25 R1 5825.307 2005.282 11 0 0 26 S 1-T4-SNG 5826.053 2092.407 20 224.863 0 27 WA1 5828.659 1995.388 7 42.752 0 28 WP1-T4 5829.944 1764.912 20 313.585 0 29 R1 5830.776 1999.418 11 0 0 30 R1 5831.729 2011.371 11 0 0 31 S 1-T3-SNG 5834.145 2218.682 20 255.169 0 32 R 1 5837.198 2005.507 11 0 0 33 R 1 5837.656 2017.085 11 0 0 34 R 1 5843.621 2011.39 11 0 0 35 R1 5844.295 2023.153 11 0 0 36 R 1 5850.345 2017.945 11 0 0 37 R1 5850.649 2029.279 11 0 0 38 R 1 5856.527 2023.785 11 0 0 39 WB 5859.769 1949.906 7 311.911 0 40 WP1-T4 5862.675 1795.654 20 313.585 0 41 S 1-T4-SNG 5862.707 2372.161 20 315.114 0 42 S 1-T4-SNG 5869.884 2272.013 20 42.316 0 43 S 1-T3-SNG 5873.505 2073.988 20 312.576 0 44 S3-ALT 5890.44 2214.99 0 0 0 45 B 5894.691 2200.377 8 0 0 46 S 1-T3-SNG 5901 2046 20 134.835 0 47 S2 5901.401 2111.022 0.5 1.736 77.636 48 B 5903.118 2208.632 8 0 0 49 WP1-T4 5905.459 1835.733 20 313.585 0 50 F 1 5906.03 2185.733 0 0 0 51 S2 5909.123 2111.022 0.5 1 178.267 77.636 52 VP 5909.97 2403.812 8 268.568 0 53 S 1-T4-SNG 5912.968 2003.177 20 224.863 0 54 WB 5914.673 1881.792 7 42.752 0 55 WB 5914.727 1844,116 7 316.26 0 56 F 1 5917.795 2174.629 0 0 0 57 F 1 5918.299 2197.319 0 266.72 0 58 F 1 5928.711 2184.938 0 266.72 0 59 F 1 5928.899 2164.054 0 0 0 60 S 1-T4-SNG 5930.029 2206, 941 20 42.316 0 61 F 1 5938.634 2173.247 0 266.72 0 62 WP1 5946.494 2354.839 20 131.941 0 63 A 5952.227 2163.648 0 134.256 90 64 A 5956.453 2167.61 0 134.558 93.719 65 S 1-T4-SNG 5963.99 1978.756 20 224.863 0 66 WP 5975.044 1982.952 20 222.84 0 67 WP 5989.966 2353.31 20 39.54 0 68 WP 9 3 597.47 1959. 9 06 2 0 2 22.84 0 69 E 6005.352 2360.857 0 0 0 70 S 1-T4-DBL 6007.421 2058.041 20 312.51 0 71 S 1-T4-SNG 6011.313 1928.37 20 224.863 0 72 E 6023.424 2341.509 0 0 0 73 S 1-T4-DBL 6029.32 2192.563 20 311.241 0 74 WP 6049.347 2290.159 20 39.54 0 75 E 6050.832 2338.219 0 0 0 76 E 6066.954 2314.975 0 0 0 77 S 1-T3-SNG 6082.974 2151.662 20 223.704 0 78 E 6090.207 2028.792 0 0 0 79 S3 6095.929 2255.589 0.5 224.225 133.385 80 S 1-T4-DBL 6102.392 2261.598 20 311.241 0 81 S 1-T3-SNG 6119.056 2112.892 20 225.979 0 82 E 6120.647 2032.675 0 0 0 83 S2 6123.133 2304.341 0.5 330.966 94.567 84 S2 6128.56 2301.435 0.5 150.689 95.245 85 S 1-T4-SNG 6194.507 2251.807 20 222.856 0 22 8 222.9 0 87 E 5693.317 2223.89 0 0 0 88 E 5659.256 2192.323 0 0 0 89 E 5652.378 2173.535 0 0 0 90 E 5645.233 2154.615 0 1 0 0 91 E 5638.272 2135.59 0 0 0 92 WP1 5629.244 2234.391 10 66.775 0 93 VP 5611.596 2240.938 8 68.698 0 94 WB 5606.338 2113.826 7 247.699 0 95 WB 5664.51 2200.948 7 247.699 0 96 WB 5671.911 2198.192 7 247.699 0 98 E 5710.395 2190.51 0 249.487 0 99 E 5553.164 2086.323 0 69.033 0 100 E 5609.554 2065.208 0 69.677 0 101 E 5581.483 2075.642 0 69.834 0 Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 telel 434.531.7507 el steve@edwardsdesignstudio.com www.edwardsdesignstudio.com ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 telel 434.531.6544 el alan@alanfranklinpe.com KEY: F +' j Ga�'der. j q Site J :' Be[kmer I�elVrceS of VA ,� ' e� ` �`� • L. 1. 0 LL , Z • -.. W >D W Z LL n W �21 to 'J Aj is Aj Z J) C,' U J� J u j !i J _ 5- 'J J co h s- � Jc LTH 011' lI c Steven W. Edwards t Cert. No. 093t U 10-11-19 A� n y, J i! n n q NLTH 0p Its, y ✓ +_1 - Alan G. Franklin Lc. No. 35326 w s G 10-11-19 sI UNA L :J J SCALE: 1" 30# ISSUED: 10/22/2018 REVISIONS: 0. 02-08-17, APPROVED BY BOS 0. 06-19-17, MAJOR SPA APPROVED 0. 06-13-18, MINOR SPA- APPROVED 1. 10-22-18, MINOR/ARBSUBMISSION 2, 12-17-18, MINOR/ARBSUBMISSION 3. 04-12-19, COUNTY COMMENTS A 4. 06-03-19, CO/OWNER COMMENTS 5. 06-07-19, CO/OWNER COMMENTS A 6. 08-08-19, COUNTY COMMENTS 0 7. 09-13-19, COUNTY COMMENTS 0 SHEET: Z O H U lY Z O U W O U_ 0 W U) Photometric Pla W 0 OF 29 e 4 GENERAL LIGHTING NOTES: 1. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLANS AND LIGHTING SCHEDULE AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY AND ANY LIGHTING SUBSTITUTIONS OR CHANGES MUST BE SUBMITTED IN WRITTING FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO ORDERING. 2. REQUEST AND DOCUMENTATION FOR SUBSTITUTIONS MUST BE PROVIDED AND A MINIMUM OF 3 WEEKS PRIOR TO ORDERING. ANY DEVIATIONS OR SUBSTITUTIONS NOT APPROVED BY THE LANDSCAPE ARCHITECT WILL BE AT THE EXPENSE OF THE CONTRACTOR. 3. ELECTRICAL CONTRACTOR MUST VERIFY VOLTAGES AND COORDINATE THIS WITH SUPPLIER PRIOR TO ORDERING. CONTRACTOR TO ALSO SELECT AND DETERMINE TRANSFORMER SIZE(S) APPROPRIATE TO DESIGN AND ALL TRANSFORMERS, UNLESS OTHERWISE SPECIFIED ON DRAWINGS, SHALL BE PLACED DISCREETLY AND OUT OF GENERAL SIGHT OF THE PUBLIC. TRA CON CTOR TO DISCUSS POSSIBLE LOCATIONS WITH LANDSCAPE ARCHITECT PRIOR TO DESIGN AND INSTALLATION. 4. LIGHTING CONTRACTOR TO COORDINATE ORDER THROUGH SPECIFIC LIGHTING CONTRACTOR LISTED ON LIGHTING CUT -DETAILS PROVIDED SO THAT SPECIFIC OPTIONS CAN BE DETERMINED AND SPECIFIED AT TIME OF ORDER. CONSULT LANDSCAPE ARCHITECT DURING COORDINATION. 5. CONTRACTOR TO PROVIDE PVC (SCHEDULE 40) SLEEVES WITH PULL WIRES AT EACH LOCATION NECESSARY FOR INSTALLATION OF LIGHTING PLAN. SLEE VES SHALL BE PLACED PRIOR TO STONE AND ASPHALT PAVING INSTALLATION AND SHALL NOT CONFLICT WITH OTHER UNDERGROUND INFRASTRUCTURE OR SYSTEMS. LIGHTING CONTRACTOR TO CONTRACT GENERAL CONTRACTOR TO DISCUSS AND DETERMINE LOCATIONS. ALL SLEEVING SHALL BE 3" DIAMETER MINIMUM AND BE EXTENDED BEYOND ANY AND ALL PAVEMENT LIMITS (INCLUDING BACK OF CURB) INTO GRASS AREAS. CONDUIT TO BE PROVIDED BY CONTRACTOR. 6. ALL LIGHTS SHALL BE CONTROLLED EITHER BY PHOTOCELL(S) OR TIMER(S) (OR A COMBINATION OF THE TWO). ALL DEVICES SHALL BE PLACED DISCREETLY AND OUT OF GENERAL SIGHT OF THE PUBLIC WHEREVER POSSIBLE. 7. ALL POLES LOCATED IN ANY PARKING LOT SHALL BE MOUNTED ON A 2-FOOT (2') CONCRETE PARKING BUMPER, 8. ANY JUNCTION BOXES SHALL BE WATERPROOF. 9. EACH OUTDOOR LUM INAIRE SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND ROADWAYS. ALL SIGN LIGHTING SHALL EMiT LESS THAN 3,000 LUMENS. 10. ALL PROJECTS WITH EXTERIOR LIGHTING NOT INTENDED FOR 24-HOUR OPERATION SHALL HAVE INSTALLED EITHER AN AUTOMATIC SWITCHING OR PHOTOCELL CONTROL SYSTEM. IF AN AUTOMATIC SWITCHING SYSTEM IS PREFERRED, THEN IT SHALL HAVE THE FOLLOWING FEATURES: A SEVEN DAY OPERATION, ASTRONOMIC CONTROL CAPABILITY FOR SEASONAL ADJUSTMENT, AND AT LEAST A FOUR HOUR BACKUP. CONTRACTORS SHALL WATT INSTALL THE T L S OPPER/LEGRAND SERIES LP PEANUT LIGHTING CONTROL PANEL, 1,800,879.8585 (OR EQUAL) SUITABLE TO THE PROJECT AND TO MEET THE ABOVE REQUIREMENTS. .1 1 Project: n Type: PLAB The Blake at Charlottesville SI-T3-5NG Prepared By: Date: 2/21/2018 Driver Info LED info Type. Constant Current Watts: 26OW 120V: 2.2A Color Temp: 5000K 208V, 1.3A Color Accuracy: 70 CRI 240V 1:IA L70 Lifespa❑ 100000 277V 1.0A Lumens: 28037 Input Watts: 262VV Effi i 999' Efficacy. 107 LPw Specification grade area lights available with [ES Type III distribution. For use for c e. cy. roadway, general parking and other area lighting applications where a larger pool of lighting Is required. Patent pending thermal management system. 5 Year warranty. Color: Bronze Weight: 79 4 Ibs - Technical Specifications Listings � �_ -. �__ Constr(lction_ N -_ IP Rating: UL Listing: IES Classification: Ingress Protection rating of IP66 for dust and water Suitable for wet locations. The Type III distribution is ideal for roadway, general Reflector: DLC Listed: Orkin and other area lighting a -lications where a parking g Pp larger pool of lighting is required. It is intended to be Vacuum-motalizad polycarconate This product is on the Design Lights Consortium (DLC) located near the side of the areaallowing the light to Gaskets: Qualified Products List and is eligible. for rebate_from project outward and f l thea. DLC (Member Utilities. Effective Projected Area: High -temperature silicone gaskets DLC Product Code: PMH55PPR Finish: IESNA LM-79 & LM-80 Testing: EPA = 1 2 Fomiulated for high -durability and long lasting color RAB LED luminaries have been tested b ar y Maximum Ambient Temperature: Green Technology: independent laboratory in accordance with IESNA LM- Suitable for use in 40"C (104`F) ambient temperatures 79 and Li and have been received die Cold Weather Starting: Mercury and UV free. Roi compliant components. Department of Energy "Lighting Facts" label. Polyester powder coat finish formulated without the yes Dark Sky Approved: Minimum starting temperature Is -4VC (-4WF) use of VOC or toxic heavy metals Thermal Management: For use on LEED Buildings: 9 The International Dark Sky Association has approved this product as a full cutoff, fully shielded lulnfnalre. Superior thermal management with external "Air -Flow" IDA Dark Sky Approval means that this fixture can be LED Characteristics fins. used to achieve LEED Credits for Light Pollution —.______--_________ _ _ __ _ . _ ____ -_ Lifespan: Lens: Reduction cal Electrical 100,000-hour LED lifespart based on IES LM-80 Tempered glass lens. .,._.__. _.._-__.._ .. _ __... ____. ___-_-.__-.._.. Dimming Driver: results and TM-21 calculations. Housing: Driver includes dhnming control wiring for 0-Ili LEDs: Die cast aluminum with airflow fins for cooling dhnming systems Requires separate 0-1 OV DC Multi -chip, high -output, long -life LEDs Lens: dimming circuit. Dims as low as 10 %- Color Consistency: Tempered glass Drivers: r 7-stepMacAdam Ellipse binning to achieve consistent p g Mounting: 9 r t Cant Current. s , 1660 -277V o(.- ,.ors nt. Class mA 100 fixture -to -fixture color. 6DHz, 120V' 2.2A. 208V'. 1 "bA, 24DV: 1.1 A. 277V: 1.OA Heavy-duty mounting arm wdh "a" ring seat & Color Stability: stainless steel screws LED color temperature Is warraribed to shift no more than 200K in CCT over a 5 year period Color Uniformity: RAB's range of CCT (Correlated Color Temperature) follows the guidelines of the American National Standard for Specifications for the Chromaticity cf Solid State Lighting (SSL) Products, ANSI C78,377- 2017. Need I re rr haIL luie f8881 2AO-1000 imar se,IrsVraavteb co m VV�Dto vowwxa boweb.Gorn - Ca r .tit .`!0'.8 RAES L.^nfu r -oc. A'.1 RI re, ices ra.d Note: 5 e t.,aorr> ale sut,ari to cn e e a - m r,f'1 v.a' rs c, pf y _ g e � t, - z a [ar, .h. ul p LIGHT FIXTURE 'SlJ3 & 4-SNG/DBL' 2U DETAIL Luminave Type D gothaw �` Catak-.11 b2r EV06VR35145OAR1,'3C•GL1,AVi7LTEZLO {aut0000nlatQd)- -. s : ' Gotham Architectural Downlighting �> Vandal Resistant LED DDwnlights a _ 6rr Evo" » ., Lightshleldrrr ` ¢ L YS , h ` YS 3f _ 40 = Solid -State Lighting '+Pa:;` OPTCAL SYSTEM • Tested according i-79and L.P.1.80 standards • Self-ftanisamiSpevjIar,matte-diffuse orspe:uharfinishingthm CNerl,2dand shortcircvitprotected a • Patented Bounding Ray"- optical,design (U.S, Patent Hi5.800,060) • 2,5 SDGM; 3.5 �I typicpl, 90+r,RI optional H -r Marineadede-casialuminumbeal,lovicopperalloy(<Q"'wopper) LISTINGS ♦ Stalnle'T'Ssteel Torx6T20 lamper-resiStant Scre4t5' • Futures are UL listed; vuet CCBCIGn, COWled ceiling. Gomplies'wilh US and + One-piece clbeed-cel sil iccre caskets Ca nadfan standards • Pclycarbonate lens integral to light engine • IP55 rating (belcov the mountingsurlace) standard; IP55 rating inwIlple with fill AtIICAL SYSTEM the use of _Ilion. Refer to TECH-Z00 for ingJer protectirm rat ii • 16-gau, galvanized steel constrwilen; maximum 7/3" ce4ling thickness WARRAL(TY • Telau"Pic mounting bam, maximum cf 32" and minimum of 15", preinstalled; 5-year Ihrited varranty. Complete varranly terms located at 4"11MCat atllgstrilent vNw_ac uitvbrant3s romicusfom:rR�,_oulee5rrenns and conifflons_asos • Tocllew adj Usirnents post installation • Junction box capacity: 8 (4 in.4 out) 12AWG rated or 90'C Hole Actual pedorinance trey differasa result of end user eruironment and appiicafien. Light engine and driver a ccessibfo through aperture All val tss are design or typical valurs, measurer) under laboratory ccnoitrons at ELECTRICAL SYSTEM 25' G Fully senrlceabl2 and upgracuable lensed LED Ilght engine • 70 0 lumen maiatenance at 60,000 hours h*FspbEoptNm i6it-iaL}; T 1.1�6ythsvlaibac{gronm DMIPLE: EVTIB'VR 35HOUAR. CGL 121) Ell I1WFG 3 a x Color Nominal lumen Aperture! Series temperature values Trim color finish Lens type Vudtage EV96VR 27! 2700K 10 1000turn ens BAR Clear LSS Semi-specular CGL lib" clear glass leas fNOLT 3W 3�OK 15 1500lumens 61t8- Peivt9f LO Matte -diffuse T73 3/16"lemperedprismaticglass lens 12U 35f 35 QK 20 2000lumens 94tR Whoat LS Specuiar VOL It8" tempered flush opal glass fens Tn 4W 4DOOK 25 2500lumens 6CR Gold CVX 3716"clear convexglasslens 347 5N 5004E 30 3000lumens OR, 14hite PGU 341 " clear p0carhonatalensas 35 35001IfInans 6111111 Black PP6a Vg"prismatiepolycarbgnateJanus 40 4000lumens 45 4500tumens - :i. - Dnvera Options .- - fTL'nR4fr� �tD SF SinglafnsD.Spacify120Jgr277V. rchitecturalGolm-Pavd_erPain tI DgoO1_II�oFktlyQdtkiirrr�. E1R6 Emer;onDybattypaekwithremotetestsvtch UWMatte nhltasiandardi a aIOfEBfltOt!SOJ.4dt tog1 I..cdiminlag'tD,-<1%�. t1pg8UEZ nitgh[4dunmfrl PdCftgau€rDI LOi 008 Darkbronze OAB e1doLED$OLCi6146OAtt Lardhmirdimmingtacl efdoLfDdrnt9rs - OBL Black EOXB efdvt DROVVERdnu6ilM%____ROMfremlifadear emdaagenrmi) tIPS99FiERat 11Erghf�dtmmlDI5Ji e011 }s0-PIN gWR Clossvahite grara�av(dl mtq�te (nil deste<mrnattonratslor8eter:tom elf ofEDdrtu3c5'ERcentrq{ fdJrssoD 0118 MediaInbronze DkTFR Manua _ I. anetvencg'cirsuit: 0It& Platural alDminunl E�Af �Pem48Ytrelesr al40-f0.bkkSN;EG44Due.,iine,, dii ml(tg,telib Rei.- BCTB Bodinaganeratartransferdwice Specify ArchiteeturaLOglgrs-Platin to:YPmnt€ectdslfeet 120Vor277) Pi Pwutef El[A& X!9,g0Olf*_ 4ditoWpA-,I S0E 401,4 LD�aftttrw&,dlmmtni_Q Va6 Zinrplatadvuirzguard S60 Satin chrome s'1� KdacEQ�CPemtied)sfiaeet PC04 3l16' clear polycarbDaate leas underlay pR8 Oil -robbed bracer ECOS2u Lutron H-I LurnxMI,Jvireforyard-phase driver Minimum dimming (rcomside) pal 114 Whi ura lumen 1000AkIXImum lumen 1000. CP Chicago pl9rwm. Specify 120 of "tJN. EC053"' Lutrun®Hi-LumPO,3-mre orEcoSyslem@dimmIngdrj'YerMinimum RRL RELOCI-readylummairePrwldescompat- dimming level 1%. lllinimium Duman 1000/Maxiinum lumen 45A0. ibilitywith Uthonia RELOG sy~tem.Access above ceiling required. ACCESSORIES order as separate catalog numbors (shipped ;oparately) ISO BC 0-IOVwatIidlinmer Relerio ISD BC Dd VR-B-LEPCED GOTHAN ARCHITEL"TURAL DOVMDG11TIC I P 800.315.4982 I grflha nII0tinvtam ?ACEI N4 I ©'2012-2018Ac 0tiu,,dsLIZWt ;,IxMRlghtsRv_nw.a.,01C. M1 P.dwetiwr hpotAodA,iq.ufihcat.i... - gOtham A LIGHT FIXTURE 'R1' 20 DETAIL OPTION 2 L alal: g NLITIbcr SS P-20-4-11-13Z Project Nice TIW C H L1 133 HT POLE FEATURES & SPECIFICATIONS POLE -The pole shaft is fabricated from hot rolled carbon steel having a 20' Steel 4" Square 11 Gauge Pole minimum yield of 55,000 PSI and conforms to ASTM A500 grade C require- SERIES ments. The shaft construction is a single piece of formed steel welded longiSSP - tudinally. The hand hole is located 1' 6'' above the pole base. Aground lug is provided standard. ANCHOR BASE - The anchor base is fabricated frorn a structural quality hot rolled carbon steel plate that has a minimum yield strength of 36,000 PSI. The anchor base, telescopes the pole shaft and has a circumferential vdeld en Mounting Options the top and bottom - BASE COVER -A full base cover is provided which encapsulates the base -7 �� plate and anchor bolts to provide a clean transition from pier to pole. DMi DM290 L)AA2180 FINISH - A Super Durable Polyester pa27der coat finish is electrostatically applied in our state of the art paint facility. Standard odors available. Black, Bronze, US Green, White. Custom colors available upon request. Galvari * --i ing and T-Guard treatments available upon request. Additional warranty ex- T312 tensions available with these treatments L7VL390 T239 W490 T278 Technical Data Onit Circle NrxninalPole Height 20'-01, Aria':r,e.°' d t-edix° l' 0801, Side C S Dimensions 20'x4" Shaft ,-, -0_��", Gau a 11 a UVall G u a a de 9 9 Si BSt d- D T-�,- i 8.0" Bolt Circle 81Y' Bolt Size 314'x l8" x T' ./l 11X Side A f. .h PI " h B ate Dimensions 8.0" s. x 75 t L Base �y q I - Ed. Shipping Weight 149lbs 8.0' -� Drilling Locations Sides A B C D Max EPA (1.3 Gust) j I Hand Hole Hand Hole X 90 mph 9.2 Locdtion DMI X 100roph 66 itOm h 4,7 DM290 X X P 18,01 DM21BO X X 120 mph 32 130 mph 2,1 DM390 X X X 140 mph 1-2 DK4490 X X X X ORDERING INFORMATION Example. SSP 20 411 SZ T238 Clcosa the bong face o4lers f(i ma approp iat. )c10 con'iLuraghror Vow ap-4[atnX orb onie- on the I ne aacnre KA834180 8 R ewi pots allnDsa nr-oeosoi(3 trayba, 1,ctcry na3 a led JepelmrO cn to r'aticala-a0caa v cb)3en, Sul m-et -till lx .roe:_ � z sp .In, item SSP Series Pale Hei tit Pole Stze Pole Gau a g 9 Color Mountin Drill Pattern 9 SSP 20 20'Nohlinal 4 4"Square 11 11 Gauge SK Black DP41 Drill One Side Blank None - for Tenon 82 Bronze D M290 Drill 2 Sides at 90' Mounting 1NH White DM2180 Drill Sides at 180' S SSA Drill Mount NOTE: ANCHOR BOLT KITS MUST BE ORDERED GH US Grean O F4390 Drill 3 Sides at 90' Pattern AS A SEPARATE LINE ITEPA- EACH KIT IS GLV Galvanized DM490 Drill Sides at 90' V VSA Drill Mount PROVIDED WITH A RIGID TEMPLATE FOR GLVPi Galvanized and Painted T238 2-3/8"CDTenon (Standard) Pattern INSTALLATION. SEE ACCESSORIES FOR KIT TS'PART T312 2-1/8"OD Tenon NUMBERS. PLEASE NOTE ON PURCHASE SP SpeciaT-GuardlnternalGoating SP Special T312 CD Tenon ORDER I F ANCHOR BOLTS AN D TEM PLATES No Dr ND No Drilling ARE TO BE PRE -SHIPPED. AG4eSSor125 (Order d3 separate floe items p ) VL 1 PliAt sDxlTyDurc_oKr n261itlxIUlhe.e dcatlrrc aLdlors (_)alipe 3L'vPEIZ 9 °'u ° 1 1 .. 341000R < q:JS>.l;aotu Ix11(idten le KAH Ay 1. (} 7 p D 7 7LGFIA JNUrd Fadt :ecedash L IJb,CrlYl I" .,tip, FCAB3418008R A8v(4)�dY>}�fra Jw ut.1611s <,d Rigel AHHr 4ddh,7la1HandF.la 2 PWns.n.t.e;{kmfnr. IKsna ha,Ih,.emx,nnlempS zCrilln>p Lo.dros 10,P310 dkgram for IxDlm cmlgnollona Technght ,,vww.tech hghtusa.rom "707 Sasuma Dr v Dall _' 712;9 PI-: 214 '5p.n591 FK 1a._Vi 113' `till u-nzns cos arD _pEufi a:icrsi'avtj-,t o,r-ycrv,fih.,n"I-- FE'v: 2D[01r301 K'_E_ LIGHT POLE FOR 'Sl' FIXTURES 20 % DETAIL Welght 27lb; (max): D-Serles ,'—Tr` DSxT1LEDl2C70040KASYNWOLT1136D1 LED Bollard I .r_ Ank t ..... lrgfiGg E NGrrtME act!; r­1 _W Introduction The D-Series LED Bollard is a stylish, energy - saving, long -life solution designed to perform a — h n1 I h l wl zero itch . An the a abolards and th eou t I uplight. optical leap forward, this full cut-off luminaire will meet the most stringent of lighting codes. H The D-Series LED Bollard's rugged construction, durable finish and long-lasting LEDs Will provide years of maintenance -free service. L D- F I. r� �� t A EXAMPLE: DSXB LED 'IBC 700 40K SYM MVOLT DDBXD DSXB LED 11 :„ 111 s F. ,r x „) r :�-SI"�'`. C" >A Er ``§" - psi .,„3; T Yt' �• ? ,It A 7 I «, y, 3 . t 4 t e' ?• SS+ 91 „;^`"s''r .,., .:s.as.w.s zti'>x;�„DSXB LED Asymmetric . r 30K .'_", ASY Aw't r.I!, AIVOLT' Shipped installed Shipped installed DWHXD Yrllf 12C =::' - i11 40K ab_I= SYM `een tv:120` PE Ft;4kl: 11 SF A'def,,,, Eli 11aIDr-1 1 SOK ;F. � 2U8' allr.Wn _ Ik, ;: 4'v .Symmetric -1 I rill .; AIM( nt9p .>pt:' 240' DMG r �'linl- DF (J f -:,; DDBXD fakl 16( --i D": 277 r l I JI c Q t i:' DBLXD [,, 6 AMBLW li :i l n r] II C. I 1 5` H24 4 r c : II DDBTXD T t tue1 lad anr.h lu-I " 347' ELCW Lr e q yiC'i I t'g .J. H 0 (, r t'irlll t t-' t k.r' B36 E-e 11Ih'J'- DREW rluut i ":I, if] i-f A 6'ib)'' :4111r1 AB si:r,_tanchc :.,.IT' A&I 1-Iw,t i( .-it ';a. :vi lhwl 1r roR,, r e PR�.0 TYPE THE BLAICEAT CHARLOTTESVILLE KEPLER-0 MINI GIMBAL COMPACT PROFESSIONAL INGROUND LED FIXTURE Concept:4 LED pTc,jecbt hrWAtIliig rrRirrltiDt precttti cold cca7ol fa S ecric altrw ItJmlrom o{-cli Housing: BlockEralz4J diniturn txdy. Extra clear thtgt-, f4ateriah:kcdbd bf ckdbc0&milbfnhpW shk WG nsital9bi cbeve. Tilm: SI;ahbss steel (A5I.316L) uta ffdtro,rd c( iuo derma _, i ulaE`laotedge ntff,iiad, ralvraio Lro f'n'E#te-S F@alJtesrri"-Y- prtnfTax:txeWs 0i4LED JIMLeIopttCaI61jS1,8MwlhPua(Ime brLD84ft am e9G P row spot s- and W 31'. Alp.11 -2a° wtbEd end 3501 i, axi". WfJ8Vbiltt¢W911141,616d bcitng;yVIr, Mounting: Rist and cefui-110'rsdallatcrt Gke4iiEcr (tot nal ramd nstalla icn I& to IadsnEpe. Uive-ooer rated (le20i rtsdUiat sleem J,giirec) for flttft a mrnl-lbxl rnaintrlg. Driver.hbgrakrlIP6'8ebcirncol il1.rTiwer:.Evnlltge)alnpiiDelill 1ptutyR it IPGB oerny:tct cabal- tq-104' dirnntag cn rgLiA3Q. Installation: E'recta ial tress hraade P-V, r,,Vlrl 6rt IP63 crxncctcr cable f egi-IMed. alb 9?rAfat+?h7J. Wattage:11 W Color Temperature: XC010 4000°K CBI: 84 CAI Lumens: tWox Spcttaa 4C00°K = MLm 300M = 723Lm F" 28'i 4000"K = 700Lm 30001V =641 i Voltage: fT,jrcr;alVotai 120-277VAC5G60Hz IP: IPE7 rated tiEsled a ld pad W IP66, iP67, IP68 & IPA) CerliWatiuns: cli IstW Wet Lccalbn Warranty: Spa limited ucrialiy CuLUS t ail. DHATxD T :IOia- III: rol - 7__n. 4 F4i'AGnT4'ECE :...,.,.____._...;I,.wI _ _ �. __ _ _ r rbF'#+iTR .~TrFE I CFr4IL - A 4JATLCKE _ i Coionuyp _1 d.1nin.1- DWi 1-:•lurir Eft --Ni .,�.�...r;_,_,,..:...:„...-:y..�,_�..>...:i,�:;:...__ .7.,___�,...�-.,.�,::__.�.: NE, - hkri-eimmix}'diver 'GIAB - Om€bL HS - Narroo 'W9' L1- i 1VJ .�.u: 30 - �O .II e NctdEmMh 10-0-1WDrnmirg FL-FocT131° 40-4C[ f{ ' 1Lixr. requee Accesnries :.:roecl z`+.t, nu, '4x t,! NOTES MRABU Awhorbollsfa DS`(B 1 Cr, a,.ilabla In tho 12C,ASYuerslon. 2 Cnfy. il,bla v, ta'n the for SYM e,a n .,. a shy asrzrla6lh lSC AM1taLV! ersion. 4 Not ova I.bly rah ELM 5 t,IVOLT611,2roperatesonan21i,.�iokagefrcm120-277V!DD;6e WJ specfy 12) 20e,2i0 or 277 clot-s ongr when ordeiing nh fusing ( -SF DF optoast, or pha o,ml(PE option) 6 Not availble with 347V Nota,,,Hbbl­th fusng Not available nh4S)AMBLW 7 SliglafuselSFlrearurasl2C,277,or347,.kagaopbon. D-bl. fuse(DFI U6n 2W or 240.okageopton 2 NIRAB .—_---___-.—.____—v_..._..-..____�_--.__.-.__.___-�._-_.._—.--__—__ —.--- nota___l ._ L_opt- ----------—y_-.__—.._-_.-____._ L,Ij�",g',�Ei�,y�p�y.N,r,f�I,rA�,�w Gne Lith ma+'ay • onyemG orgla 30D�12 Phone: 86C 79.3Cu11 • ,_-. l""rliBI3.a'. _',fc .. t: -I, r t L.iI't .II r°.II--- r ... -eb;r B LIGHT FIXTURE 'E' 2Q DETAIL ♦I'll...LJ-Series Size 1'°1D'`'1LED P140KfIlVIF1VNOLTTHK DDBX 1. LED Flood Luminaire C r, gfilcM. - , "r S fac­11ts Introduction d"series D-Series Size 1 Flood features advanced optics and precision illumination In a sleek and compact form that seamlessly blends with the environment. Specifications _ W U State of the art reflector design with cutting edge EPA: 0.6 ft' o - " 9 chip -on -board LED technology produces excellent 3 1/8, uniformity using precision beam patterns. Depth: - H Provides long -life replacement for 70-15OW metal 8-7/8" halide floodlights offering up to 77% energy Width: OH savings with expected service life of over I00,000 Height: 7 3/4" ' hours. Overall 12" Height I j Weight: 7.2 lox a yx < d A �" a a fv. �:, E F 1 4 MV < D w..1> EXAMPLE: DSX 1 LED P OK M P OLT THI DDBXD S DSXFILED DSXFI LED P1 30K 1. )rJ HSl iJ,lr P2 40K 42,'l. PASP . nu :. 50K c::Or1 PAR V'!vi ir:a FL F 1; UVFL I II 'al LVFR •iru IliId I' a1111 ,11 HMF W17)-6a Grp. MVOU' Shippedinduded Shipped Installed 120� THK n::Lt: :III:"HR, PE hi.:-tnlLI-) 7 r 08 thFd1E,: F pE PEX lir l" " Inn ,-r- t it -1c1 IS Ilb, ,111[l;. sq l:ltP 240' an tit`(tt r 7777' YKC62 I"m,lr oi_ DF .uJ fh-: _k?:' 347 : Shipped separately DMG J-:Iir- a I,,,i:11i DSXF112B n Jip! r ..It.: 6 c:u CT Y le; Shipped separately FTSCG6 n',I nt r OBV p r neeral} rt i [ I,:: FV ul 1.1 I . e,", I. il Ira: 4fi nJa c. sri DDBXD L-r,: I[0i,1 DBLXD I' a- DHAXD rl:: _I :uttn_m DWHXD ::hlc A Ct?eSSOrI S Stock conf79 urations are offered for shorter lead times: NOTES ..4ia- h 4 ti e I b i jyy 3 fi v 1�<ss NO ME 1 MVOLr drrverc _rates on lne volW afrom 9 2C 277V nllnalirnlY,l.D m hI'F Y, 11 T .,.'` S i�r4Y .. '�$aj�� + 2 5n Iaf.se Sera u r12aV277Vor , a a r u1� �rus;,r s-rni sl- 347V. Qcublaiusa LCF, rzysrr ,2Ce`J, 260V 're DSXFI LED P744K1WFLMVOLT iHKDPKtG DSXFI tED P140K '240T1H or dbGV Flsv4tlmx:+.ou ._ -,d,r .. ,..:t,_, , 3. Almaratable as acaswrc-s:s-_ rnr DSXFI LEDPI SC4QVftN40LTTH80DBXD -- - - - DSXFI. LED PI SOX - '240T115 - - - - - Acczssor es infcrrrtat on al leftx h11SIriAMIJ I 6 ""k , -',:, rz' ..11 DSXFI LED PI 40K'VJFLM4'0LFM(62 DDBXD DSNFI LED P140KYK '263KL9 4 Rated ?SC maximum ambent for ,.,-, =.farmer--: ackaye P25 z:a PER for P a P Y tX i - D. f1U6Y69BSU J 1F}h.Gt ko; z 1 ;re riti;f DSXF3 LED P75GK 1'OFLNl+OL7 rK(GtDD6XD DSHFl LEDP9:SOKYX '263WE. N higher amwrynt terrparatures. DSAFIfYIA:HEDD Vi. n, xo,n"-. n"n 5- Photncontni IPE. PEX) raquir. 120,260, DSXFI LED P24DKIVr_VV0LTTHKDDBX0 05011 LED P240K `240111. 240. 277cr347v 1taq option_ D'XIV61J ,art-kmla:r,; v b. Mustspc-cifyl20,277or347voltagaoptnn. DSXFI L€M SOKUTURGLITHK1303K0 OSHn LEDP2 SOX '240111 ' ��;­_1-DSXFI LED P240VUL NNOLT'YK(62 DDBXD DSBFI LED P240KYK '26310 DSXFI LEDP25%WFL MVOLT INCUDDEXD i DS%FI.LEO P25CKYK 1263UJG 0SXR2 Slip -fines Teeoa Accessory DDBXD 0501121SDDexOU 11665E V net tF a a:a>< r ry Ian r1e3;.:19 PI e: xal 274.f4,'41 - - ,.- -.. L :<}I LcG P m:.4s.-0�®,'+ .`2C1 _ �.,:�nr :.. Llahu -.1- 1..1 ..I„rl f'2'a,V? F LIGHT FIXTURE 'S2' 20 DETAIL Views 6.'s4- VEF-LEFADO' UNT 0,OAL wfh CNzx Lp as {,— ._ ti ,, % f am.. id 1 j 9 ea4• .al i * r350" ri l) t �1 --' E t�� C±7 14 429 416 = f#1of3 11 D LIGHT FIXTURE 'F1' 2Q DETAIL ®_S�.r���'Zr� 1 DSXIILED PI4(lI{IvLsPIvN{OLITIII{DDBX M LED Flood Luminaire I', _11 ja..... ,F19i 1 S3 facts — a [`�� � Introduction d°series D-Series Slze 1 Flood features advanced optics and precision illumination in a sleek and compact form that seamlessly blends with the environment. Specifications W . D State of the art reflector design with cutting edge EPA, 0.6 ft2 0 - • o chip -on -board LED technology produces excellent 3-1/8" - uniformity using precision bears patterns. Depth: P - H ; i Provides long -life replacement for 70-1SOW metal Width: 8 7i8" OQ QH halide floodlights offering up to 77% energy 1+ ?x savings with expected service life of over 100,000 Height: 7-3l4 hours. Overall 12" I Height ' 7.2 Ibs I Weight: _ .-.w-_ -_ .__—�-- ___.__,.��.______ r Q;z �� 1 3 T ` EXAMPLE: DSXF1 LED P1 4 K M P MV LT THK DDBXD t t 0 S MVO LT ,,. . v , • - c a max:. S 11 .^ ,� .- ` _ __�_. � , - r< :§.I.;P)!i t :+tt1L [&a :-y,.+. r' �.,{.3 T LAm ° x a ,�s Yam, r1r i}_8'• S sn' _Y: is d. n- a>',z.' v1 •Y lot �,a. , <?.@, �jJ;s t �LI f ; 3 P '$. �i.-'�g�'i�S x z y? c ,s'Q">.. ¢ >k» s3. 1 . =,a . , .a-.-...,x a; - ..-, -. `: zs` _ .xeS.- � �,- °> _ ^_• r r-r.;[ x _-_, _ r�'*.S DSXFI LED I PI I 30K +::uh MSP "Till : -_ VMVDLT I I S lipped Included Shipped installed I DDBXD Di f. P2 40K aids^.•:. 50K ,:,,Hk MSP r, a ur 5 fen MrL Ll: I iii ,� FL text WFL ."VA rci'C 4VFR ;:' 1r f c rr-. 'Kt rlIfl -1. HMF : ,nl rro 120' 208� 240 ' 277' 347' THK i W,111 r. -hreai VII;4 Is to II'.1 it 11'r YKC62 . `A ri I, o,J Shippedseparately DSXFI(2TS In a lii Ci . 11(,Df r1.11`.C2 FTSCG6 -en n If , `t ), :ru.L'. •:1 ,.. :Cfill.,:! PC 0:e L c Ir. ILOIr.n:M" PEX -YVt_nn r 4,11i1 - rol':1 n:I .�, it, P. SF Idwlll D)_ '.' .)- DF ''Inl ill -'t,, DMG ,:',erinrllrre,n5 I,ML"i" Shipped separately` OBV _p,r t :rr .r.c ;u r,:f;d, N a L' ..1 VG : nc2 ?udlc L, r_,, DBLXD flask Dili bLtlwal al I I II'1 MUM ,,; IF Ace@SSOri@S Stock configurations are offered for shorter lead times NOTES _. - E �� x 1. M` LTdr,a o r tx e,olta eirc O o G m Fa 9 20 _ 7N USXFl-115 VUDYVU 11.44 II 1 Ct s _S'?^[u'��<��> ?. iingls ius?t5n r=qu res 12DV 277V or nhl..'t rb�J tit (g,1,lyd _ 347V Double fus=(GFj regmras 206V, 26PV D5X1`I LED Pn:KWFL 4NOL7TH9 DON) DSXFI LEDF140K `I491111 or 480v II1690DD0XDIJ I-J . Alt _. a 11C Ill '{._­ _ 3. Also aailalhle as access—, sse rriS MXF1L@Pr50(VlR40LITHK3Ha5 DSy.FI IED PI Self "240Ti6 5 0 Acce,1c,. uiforrnation at ldt TVBUDE0t1 h6'I --tr:- C.'F'CL-esr, 1 r alitc DSIFI LED PI1uiK'uYFL VNOL7'YKCSI POfiXO DSXFI LED PI 40KYK `263KL9 4. Rated 2Y maxmum amb—t for rfw—no, a&k .P2.5 -if PEX for garffiuras. r QWIIIRIU9 V71 JfT"": ar.l—',r..;r,rylll;n. DS$£1 LE4P15C9CYdFL,Vl+4lTfRCa2_C96Si7 ' DS%n LED Pt SOKYK "262WE h,s re, bianit m �'+p IridHtY I De .tl o:r . ,ty tlni:I 5. PM=crrLrvl TE. PEX) requir_a 120. 20 DSXFI LED P24000RNN00 THK D0EX0 DSXFI LED P240K '24DIIL 240, 277 or 347 vohaga option. -'244TJJ o. r,`Vspeufv120, 277or347-IUgeoplion. 051P LED P250KWFL,V.VOLI-THHUXD DSXFr LED PI SOX --- 5 DSXFI LED P24'K'WFL.VWLT YK(62 DOOD DSXFI LED P240K YK •253KLA -.DSXFI LED P25CURAVOLI YWE2 L'D&tD -' -.. DSXFI LED.P2 SOKYK "263U10 DSXF1;29 V-fitter Tenon Ac... my DDRV DSHF112TS DOBXD U `21665K ,mZt'3FJ - ❑Lh:,n.,%Vr ,x t ,,i. K012 • Pho, n lY.t02„1.81.!31 1Z.`G"Z/. t.; -7,1`-',-' . A , T!""J . M nil. airL c._. .,,I -e G LIGHT FIXTURE 'S3' 2Q DETAIL I IFF ' i; Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 tellel 434.531.7607 el steve@edwardsdesignstudio.com www.edwardsdesignstudio.com ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 tellel 434.631.5544 el alan@alanfranklinpe.com KEY: -- f 'dL :} Q .� i> = - ))- -_� �':11 ," Gafde Ri'11 Pot °R� ns, t a r- -- , - - - - is I {' ,,r,' S,W t `1 Site A -Elukraar,� , =s. J �ab9 — — � = I'l -d{ _' � ! r r entices of VA �4qn.: , �i. 1,3 o0 ' 3 _ . r�c� .'L _ - -- 0 /L t�� V I— W � 2E W . ■� W G � < � Z �� Q 11 < 0 J ■■.� ` n QZ.) - T W oi 'J .b l 3Ei `1 ,n VJ q t /� 0 .0 V � Jr oJ rn 4 o -_ u 0 2 a J ;�) Fs 7 -; 'O. cr o .l -o �a ,� J -- � -, 1-1 a I 0 u fs .c' s 0 11 U 1C ,�, OF - I I cp hO �tCr �e I ` n I 4- � . tJW-2A--__ 7 f Steven W Edwards 1 t`' ii No. 0931 1- 17 J r �1 % i J, 10 11-19 n - L_p 1 raj J73 4 p R C, D ; A n 71 tau 11 71 J .i1 7 m 9 :n N G - J �tiTH OF 1 l - tI i o� �c ! f n , ,t[ 7 -� L Alan G, Franklin Lic. No. 35326 0 O w -, 10-11-19 l -- s m �7UNAL �� T � J _D _ C) r J : J ') SCALE: As Shown -' �il ISSUED: 10/22/2018ts REVISIONS: 0. 02-08-17, APPROVED BY 130S 0. 06-19-17, MAJOR SPA APPROVED A 0. 06-13-18, MINOR SPA- APPROVED A 1. 10-22-18, MINOR/ARBSUBMISSION 2. 12-17-18, MINOR/ARB SUBMISSION 3. 04-12-19, COUNTY COMMENTS Q 4. 06-03-19, CO/OWNER COMMENTS Q 5. 06-07-19, CO/OWNER COMMENTS ,& 6. 08-08-19, COUNTY COMMENTS 0 7. 09-13-19, COUNTY COMMENTS SHEET: z O i= 0 W I— Cn z O Il O li O co M N O O r L G Lighting Details W A( OF 29 d *_!_E x A S f ltl0:Rf il�f NTS Applications Security, pathway and perimeter lighting Building entryways and walkways Features Suitable for WET location/Outdoor -Aluminum Housing Lumen ouput from 49001m, to replace 900W MH Full Cutoff and compliance to Dark Sky requirment Type III polycarbonate optical lens with UV stabilizers Built-in UL class 2 driver, optional for photocell Available in durable polyester dark bronze or Black powder coat UL1cUL - 82 CRI - 109 ImM, 5000K Dimensions DIMENSIONS All dimensions are inches. Specifications subject to change without notice TYPE WP Series LED FUII Cut -oft Wall Pack is C us LISTED Photometrics Ur C:7y!11r451C490(!I \11'SOIC Luminous Intenstry Distribution Cur 180 90 in 7Y i ~. ICE-.X- s t518 �';..✓ j - �'_�. iA' Au<r,,g<ORfus<Angl<Ii05J.,pr,T Unil.( Illuminance at a Distance 'TexasI-luorescelrt, 2055Luna Rd. Slulc 142 Carrollton, TX 75006 Caualur Nturdoer: 1)(:(:1501i15W49001.t1vIV50K Phonc:972-247-3171 Fax:972-247-0200 INANIs.texastluoresocnts.corn crnaid: salca:fi<tcxasfluoresecnts.com Notes, A LIGHT FIXTURE 'WP' OA) DETAIL HNLED18NA Dimensions 236, if w 5 I!7" 140 rnm Ordering Matrix Features 80% energy savings vs. PAR floods Mount on junction box or on RAB Mighty Post Patent -pending Air -Flow technology 5-year warranty Family Wattage Color Temp Finish Driver Options HNLED 18 N A 26 = 26W Blank = 5000K (Cool) A = Bronze Blank = No Option 18 = 18W N = 4COOK (Neutral) W = White 7D10 = 0-10V Dimming Y = 3000K (Warm) B = Black 7480 = 480V (Only available for 26W) VO — Verde Green Nee 1-Ip? `.e F hetp l,re(888) RAB-1000 Emai r salps@rabweb.com Vl usite' •mww.rabweb.com t'upyrig`d tc 201?i RAB ghtmg Inc All Rignts Reserved (Vote Specifications are subleC to change at anv tune wdneul r+ouce E LIGHT FIXTURE 'A' OA% DETAIL 1 to 0 N Cf7 O f i TEXAS F I U 0 R f S E f 1il T S DCC200E Series LED Large Full Cut -Off Wall Pack Features Suitable for WET location/Outdoor Full Cutoff and compliance to Dark Sky requirment 9OW-135W power consumption, to replace 250 CCAN MH Lumen output 9500-140001m Type III palycariaonate optical lens with UV stabilizers UL/cUL and DLC qualified 82 CRI -Type 3 Distribution ORDERING INFORMATION TEXAS TYPE WPI FLU0RfSCENTS Series LED Large Full Cut -Off Wall Pack Applications Security, pathway and perimeter lighting - Building entryways and walkways Cus ' LISTED Orderint! Example: DCC200E-90W9500L-N1V-50K ;:5 tc 5Wt €iI~ DCC20 (3E MV 50K Large Full Cut Off 9OW95ML 90 System Watts, LED Wall Pack 95N Delivered Lumens 35W14f}t}OL 135 System Watts, 14000 Delivered Lumen DIMENSIONS a Specifications subject to change without notce Multi -Volt I SOK 1,20 277V TCY05 Fluorescents 2055 Luna Rd. Suite lag Carrollton, TX 75006 Phony. 972-247-3171 Fux. 972-247-0200 w w'w.lcsaslluoresocnls. com `iales'ir.'I'exas Fluorescents. coil) g LIGHT FIXTURE 'WN' OA% DETAIL PRODUCT DESCRIPTION Piedslon engineered using advanced proprietary LED technologywith a built-in reflector. An appealing cylindrical profile with powerful LED lighting Is perfect for accent down lighting applications. Five archltectural rtaetallic finishes offered. FEATURES SPECIFICATIONS Energy Star ° rated Construction: Aluminum with etched glass. CEC Title 24 Compliant Power:Integral driver in luminaire. 120V input. • IP65 Rated, ETL & cETL Wet Location Listed Light Source: High output LED Die -Cast Aluminum Construction Mounting: Mounts directly to junction box • Hang Straight Swivel Dimming: Electronic Low Voltage (ELV 12OV) and 0-10V Three 12" and one 6" down rods included Finish: Brushed Aluminum (AL), Black (BK), Bronze (BZj, Graphite (GHj, White (WT) Adjustable up to 90' for slope ceiling application Color Tenn 3000K CRI: 90 Rated Life: 70,000 hours REPLACEMENT RODS Standards: Energy Star' rated, IP65 Rated, ETL & cETL Wet Location Listed, Model Length Finish C E _ Title Compliant, Dark Sk Friendly. p Y Fne Y AL RPL-ROD-OUT06 BIK ' r I BZ f,"' RPL-ROD-OUT12 i GH ;r1a WT 1 Beam Photometry Voltage Watt Lumens Finish AL (Max PD W2605 BK 1 a i5l' -^�a.xr.•.. d, G✓, a BZ GH s. WT 0-� Example: PD-W2605-BK wadighting.com HeadquarterslEastern Distribution Center Central Center Western Distribution Center Page 2'); ^ Phone (800) 526.2588 44 Harbor Park Drive 1600 Distribution Ct 1750 Archibald Avenue 'n Y 5 i hi Springs, VA 301 Ontario, CA 91760 Fax 800 526.�585 Port Washington, ton N 110 0 L t a 5 s, Z2 , { ) J p J WAC Lighting teto ins the tight to modify the design of our products at atV t4re as part of the company's continuous improvement program. NOV2016 F LIGHT FIXTURES' DETAIL Features Suitable for WET location/Outdoor Full Cutoff and compliance to Dark Sky requirment 9OW-135W power consumption, to replace 250-40OW MH Lumen output 9500-14000Im Type Ill polycarbonate optical lens with UV stabilizers UL/cUL and DLC qualified 82 CRI Type 4 Distribution TYPE WP I -T4 Applications -Security, pathway and perimeter lighting - Building entryways and walkways C @us a LISPED ORDERING INFORMATION Orderin7 ExanlDle: DCC200E-90W9500L-N1V-50K DCCT4200LMV 50K rie�4titu DCCT4200L Large Full Cut I ED Wall Pack 9OW9500L 90 System Watts, 95W Delivered Lumens SW14000L 135 System Watts, 14000 Delivered Lumens DIMENSIONS m Specifications subject to change without notice 120-277V 'I'exas Fluorescents 2055 Limn R.J. Sulk 142 Carrotllon. l'X 75006 Phone 972-247-3171 b'ax 97 -247-0200 vtnswtesastluorescentsxonn SalesizT xasPluorescents.cotn D LIGHT FIXTURE 'WP1-T4' QA% DETAIL Date: Approved: Type: S3-ALT Fixture: L I G H T j n G Project: `I'HF B1,AKE AT (HARI,C)I-I'FSVIT.T.F FCD803R 8" Round or Square Inground. Recessed Fixture.; Xr ' -0Sf�3R ORDERING< E%Ah1PLE FCVe03R-120V-39VfMH G12-FL-SS �l 1 I SERIES V TAGE SOURCEr/Eh1PERATIJI LED LUMENS FINISH LED OPTICS ACCESSORIES j ECD803B 120Y LED ;3Kcur 41( 1300LiNmena(263V4 SS Stainless SteelSP Spat D Dimminq(0-1oVDimming) 277Y 27C35K 2000LUmens(301/4 NFL I'farravtFlood LD LED Din inning (0-1OVDinuning) UNV HID 39WMHG12 10WMR012 3t)00:Lutnena[;iVJj FL flood SR ShpHeststant PL 134 IST 26T 32T WIFE. 414r1c.Flnnd (tn ayyc rcc gut fore) BBU f11Ncry R,nl:kllp, Remrda Door f0, Mh) F ruse DIM TRIAC ur ELV (0-1 V Dimming)t RG Rnck Guard (nntdrrur owdr Nfi SPECIFICATION MOUNTING • Concrete pour, requires drainage. • Installation: http://tinyurl.com/ztp3wr5 • Important: Improperly installed fixtures will void warranty. CONSTRUCTION + Marine grade, corrosion resistant, heavy walled, high pressure die-cast aluminum construction. Faceplate is 316 machined stainless steel. + Lens is 3/8" thick clear tempered, standard. Skid Control Lens has deep etched glass to help reduce slippery surface. + Extruded silicone to provide maximum protection against contaminants. PVC Housing comes standard with fixture. + Static Weight Allowed: 2000 KGS - (4,400 Ibs): Max Velocity Drive Over Speed 25 km/h - (15.5 mph) LED + Lumens stated are the minimum delivered out of the luminaire. LED lifetime is greater than or equal to 70,000 hours with the lumen depreciation greater than L70. All of our luminalres are LM-80 tested and are >_ CRI80, with a 4-step lVlacAdam Ellipse color consistency. Integral power supply standard. Input voltage 120V or 277V standard. Consult factory for any non -white static LEDs; Red, Green Blue orAmber FINISH + Six stage chemical pre-treatment process that includes iron phosphate, to prepare the substrate fora UV stable, super durable standard polyester powder coat. ELECTRICAL • Socket PL: Fluorescent electronic, UL listed ballast standard HID: Electronic ballast standard. Ballast has a manufacturer issued 5 year warranty. Electronic universal voltage 12GV or 277V is standard. Please consult factory for ether voltage options. • Ballast PL: Four pin plug-in type compact fluorescent lamp holder (lamp by others). HID: G12 rated 4KV porcelain socket. LISTING • UL & cUL1ETL, US, and CA listed for wet locations. IP67 Rating. Terris & Conditions for our Go Grmi Spiced; quick ship program arc located on cur Ivv,,Mtc: Wi9bung.oanl FC I ighLnO. Inc. r serves fha ru�ht In �Mnnne lab test details or r p.,rifiratmns withalt notice. Prodwit use cnrthiac agreanawV To FC I IghtinU•s tern:: and rcxrdiiiex+s. G C4: 21t1 7 FC Ughling, he. :360B :;Meth on Ave., Si. (:ll IL ii0174 p. 806g00-1 TJ0 f QU-11U9-n106 tvrnr ldighting com HI Het, 1217 LIGHT FIXTURE M-ALT' DETAIL I M FEATURES & SPECIFICATIONS INTENDEDUSE Provides years of maintenance -free illumination for in or outdoor use in residential & commercial applications Outdoor General Purpose CONSTRUCTION housiOVUM & U LVT M (ast4i minum ng with paintin, corrosion -resistant n an Industrial greyfinish. Sealed gasket protects against moisture and dust. OPTICS 4000KCCTLEDs. ? ` Frosted glass diffuser provides ewn light dhtribution. - LED UAPORTIGHT LUMEN MAINTENANCE LEDs +vlll deriver 104E of their Initial lumens at Sul hour average LED life. See Lighting Farts label an page a 2 for performance details. ELECTRICAL MVOLT ddyeroperites an any line vellagefiom 120-277V Operating temperature -40-C to 40°C. 4kvsurge protection standard. ) INSTALLATION r klounts to ceiling or walhvith surface mountjul lon box (included). P LISTINGS UL Listed to U.S. and Canadian safety standards for wet locations. Tested in accordance with I ESNA LM-79 and LM-80 standards. Spedfr[alidns All dimensions are inches (centimeters) WARRANTY Five-year limited warranty. Full netranty terms located at mvw.PcutyBramdsconlfCustome+ResaurcesTemu_and_Conditon sspz Actual performance may dlfferasa result ofend user enviromnentand application. 9 All values are design or typical values, measured under laboratory conditions at 25 °C r-y11 s 8.e1 Note: Spedhta[lonsare subject tachange without nOh(e. a -acts s i,n s _ 4 v2 _ fi Insl itaul4j ns21� l �. i 11.1; Ia5i8 1bN16 (-5.9) 1236i F, e'+ EM, For shortest lead times, configure products usingbolded options , Example:01VTCM OLVTCM (eilill (blank) 4000K (blank) NPJOLT020V4777V) (blank) Grey OLVTWM WallMT OEC9RkTIVE INDOOR k OUTDOOR OLVT D LIGHT FIXTURE 'VP' o DETAIL LUMINAIRE FURNISHED NOTE: AND INSTALLED BY E.C. CONTRACTOR TO COORDINATE FOOTING DETAILS WITH LANDSCAPE ARCHITECT, REFER TO ALTERNATIVE DETAILS D 2D92OB FACTORY FINISHED POLE (REFER TO LIGHT FXTR SCHED) 4"x6" GASKETED HAND HOLE FURNISH AND INSTALL IN -LINE ELECT. CONTRACTOR TO BALLAST FUSES IN BUSSMANN CONNECT OR CADWELD "TRON" WEATHERPROOF FUSE GROUND WIRE TO POLE HOLDERS #HEB-AD WITH #KTK BASE FUSES (SIZE AS REQUIRED) FUSE EACH LUMINAIRE SEPARATELY. 1"x45° CHAMFER C REINFORCING TIES AS ROUND FORMED o 20B REQUIRED BY STRUCTURAL CONCRETE BASE ENGINEER. 00 C7 3' 4" FOR ON -GRADE CONDITIONS SEE EN DWG) Z z Y L Y < I 4 11 a 0 NOTE: z CONFIRM ALL T-5" LAP ct� z SIZES WITH (TYP. @ TIES) O LU STRUCTURAL Q < Lu ENGINEER = SC 0 0 (n z z - U O W ° W Q = U t7 SPACE VERT. c� U) Q BARS EQUALLY. z IX 0 '� SHAFT w Q wJ 3" CLR. DIA. U) 0 � W I Q N W �(n0Q [ifN d 4 N 0 0 FINISH GRADE 0 - #6 BARE LI- U) U)PER 111i1 Ili! 1iII III=till=wit I-' GROUND WIRE W v STRUCT. I I!,, IIII11 i= O O C) ENGINEER — CADWELD CONNECTION Lu -' w b (BOTH ENDS) _ "', = N co -' 3/4" x 10" COPPER W- Fuca= J C) J -' WELD GROUND ROD 0 0 NOTE: (LIGHTNING � w � w :�E W PROTECTION) O w O w w CONFIRM WITH u ELLLL STRUCT. ENGINEER w w O 0 AND LAND ARCH. d mZflm0w sk 14"-18" VERTICAL REINF. BARS AS REQUIRED BY STRUCTURAL ENGINEER H� PARKING LOT LIGHT POLE ODETAIL - - - - - 0 A U Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 telel 434.531.7507 el steve@edwardsdesignstudio.com www.edvmrdsdesignstudio.com ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 telel 434.531.6544 el alan@aianfranklinpe.com KEY: �'' ,,,✓' r spur , o t-c-- r 1 Site 1 - gzrkrr�ar ° iq'erY1Fe5 or VA v ry 0 LL z W WiE < 3 f W J U) 0 J o � J z 0 b. J J) = J n J � �y r+ „ 2 J tr 3 o p J ,n T, �i r�ALTH OF I r Steven W. Edwards t Cert. No. 0931 10-11-19 ti f W 0 r �a � �LT11 OF II 4- h0 1 7- r Alan G, Franklin Lit:- No. 35326 10-11-19 :l 1! BSI ONA L SCALE: As Shown ISSUED: 10/22/2018 REVISIONS: 0. 02-08-17, APPROVED BY BOS 0. 06-19-17, MAJOR SPA APPROVED A 0. 06-13-18, MINOR SPA- APPROVED 1. 10-22-18, MINOR/ARB SUBMISSION 2. 12-17-18, M INOR/ARB SUBM ISSION 3. 04-12-19, COUNTY COMMENTS Q 4. 06-03-19, CO/OWNER COMMENTS n4 5. 06-07-19, CO/OWNER COMMENTS 0 6. 08-08-19, COUNTY COMMENTS 7. 09-13-19, COUNTY COMMENTS A SHEET: z O v z O O U_ w Lighting Details W 0 =OF9 L FAI 164 co N 0 N 0 A LIGHT FIXTURE 'WA -'I' OW DETAIL Width (in) Height (in) Depth (in) Weight (lbs) TYPE WB Mans Gldbe Lighting14._: ...:. . Job Name: Fixture Location: Job Type: Quantity: 16" Wall Lantern Width (in): 7.5 Height (in): 15.75 Depth (in): 8 Glass Type: Clear Beveled Bulb Type: Medium Base Number of Bulbs: 1 Wattage: 60 Finish Shown: Black, Rust, White Available Finishes Black Copper (BC) Black (BK), Rust (RT), White (WH) LIL Listed: Wet Country of Origin: China Material: Metal, Glass, Electrical • Multiple finishes available Contact: Additional Notes: a3RAt�tt�c �5�5,..- ,�,:._..iA�'�� 3 Fib. I.Ettl YY•k l y lM.l. ._-S%r.�t�,Z%' S 3 hliat _' Ground No UPC: by finish Finish; Warranty: 1 year limited parts, repair, and replacement 28104 Witherspoon Pkwy I Valencia, CA91355 TEL (818) 768-5511 1 FAX (818) 768-2326 www.tglighting.com B LIGHT FIXTURE 'WB' OB% DETAIL NOTE: FOOTING DESIGN TO BE VERIFIED BY STRUCTURAL CONSULTANT FOR ACTUAL SOIL CONDITIONS PRIOR TO INSTALLATION z W cU)i� O J U) H co2 I CLI /n W V w W = J o 0- 0- 0Qf OLL z Z � in Lb v SEE PLANS FOR DETAILS ON POST AND FIXTURE ACCESS PANEL (IF APPLICABLE) RIGID GALV. — CONDUIT ANCHOR BOLTS TO — BE SUPPLIED BY Z MANUFACTURER N SCH. 40 PVC CONDUIT, 2" MIN. CONCRETE BASE ON COMPACTED SUBGRADE; 2000 PSI. MIN. 18" SONOTUBE 12" FOOTING "NECK" 9" X 9" POLE ` BASE COVER HOUSING F �� t j l POLE i t 4 SQUARE 8 X 8" POLE BASE/ANCHOR PLATE 12" C LIGHT FIXTURE FOOTING AT GRADE Q SECTION _ COVER BOLT PLATE REBAR- (6) #6 W/ #3 TIES @ 12" O.C. (EXCEPT @ 3" O.C. FOR TOP 2 TIES) # 6 GROUNDING WIRE INISH QRADE (*) NOTE: TO BE FLUSH WITH MAIN FOOTING IF IN OR ADJACENT TO A PARKING LOT "A X" X 10' GROUNDING ROD (COPPER CLAD STEEL OR COPPER) N.T.S. NOTE: FOOTING DESIGN TO BE VERIFIED BY STRUCTURAL CONSULTANT FOR ACTUAL SOIL CONDITIONS PRIOR TO INSTALLATION r M N ai z � r 1=— W O W U) J U) F- _ _ () W w W 1:J J a- 0- o a z_ _Z :�E SEE PLANS FOR DETAILS ON POST' FIXTURE ACCESS PANEL (IF APPLICABLE) RIGID GALV. CONDUIT ANCHOR BOLTS TO — BE SUPPLIED BY z MANUFACTURER N SCH. 40 PVC — CONDUIT, 2" MIN. CONCRETE BASE ON COMPACTED SUBGRADE; 2000 PSI. MIN. tT. d 4 r d O 1.5' MIN. QIA./SQ. COVER BOLT PLATE REBAR- (6) #6 W/ #3 TIES @ 12" O.C. (EXCEPT @ 3" O.C. FOR TOP 2 TIES) # 6 GROUNDING WIRE FINISH RADE % cn X" X 10' GROUNDING ROD (COPPER CLAD STEEL OR COPPER) D LIGHT FIXTURE VEHICULAR BUMPER FOOTING O SECTION N.T.S L� Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 telel 434.631.7607 el steve@edwardsdesignstudio.com www.edvmrdsdesignstudio.com ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 telel 434.531.5544 el alan@aianfranklinpe.com KEY:7 M �t -- - L Site r - Berkr�sv '' 6"OvIces of VA O LL �M LU C GQ z Q C.3 o �n W �- I— C r 0 Q 1 � J Z J h :J U7 v) J +Vf N j ii T Ci 3 na - :G 7 >, J ;G J � �9 p �LTH OR tio�� tr�cJ -J Steven W. Edwards t`' Cert. No. 0931 10-11-1971 P E ARC n =u; n '^ J .i! •A J n Yyj OF JI Alan G. Franklin U xy Lic. No. 35326 0 J 10-11-19-71 ONA1, !1 J J SCALE: As Shown iLI ISSUED: 10/22/2018 REVISIONS: 0. 02-08-17, APPROVED BY BOS 0. 06-19-17, MAJOR SPA APPROVED 0. 06-13-18, MINOR SPA- APPROVED 1. 10-22-18, MINOR/ARBSUBMISSION 2. 12-17-18, MINOR/ARB SUBMISSION 3. 04-12-19, COUNTY COMMENTS Q 4. 06-03-19, CO/OWNER COMMENTS A 5. 06-07-19, CO/OWNER COMMENTS Q 6. 08-08-19, COUNTY COMMENTS 0 7. 09-13-19, COUNTY COMMENTS SHEET: Z O U Z O 2013O U- 0 Iu Lighting Details W Q OF 29 Lu 73 it ■ .�, ..� PLAN 1 %4" DEEP CONTRACTION/SCORE JOINT, SPACED EVERY 5' O.C.; TYP .,r �irr .,, ' ..• r �iir .„r 'rr,'- � ��i fir+ ' c��lY.n.`fA1`CitL4C�.l�'f.�lvcr.+Ck'r\'.Ci��.C�'rcif.�`(C�•L�Y�i1.fA��_«'�Gi\+.i� "'SIGN JOINT IOTH TROWELED EDGE; vAL :D BROOM FINISH; TYP. r Lea L.NDICULAR TO DIRECTION OF TRAVEL %" EXPANSION JOINT W/%" RECESSED BACKER ROD AND CAULK, SPACED EVERY 25 (MIN) O.C. TYP. 3000 PSI CONCRETE AT 28 DAYS, AIR -ENTRAINED WWF 6" X 6" W1.4 X W1.4 W/ 2" MIN, COVER COMPACTED VDOT #21A STONE BASE 95% COMPACTED SUBGRADE SECTION CONCRETE SIDEWALK- BROOM FINISH WITH TOOLED EDGES 21,) PLAN, SECTION P-019 N.T.S. NOTES: BUILDER RESERVES THE RIGHT TO ADD BRICK. ALL TREADS SHALL HAVE A POSITIVE WASH VARIES- SEE PLAN - FOR ACTUAL RISER HT. AND # OF STAIRS %" RAID. 'nBv S FOR NOSE; TYP. SEE % A�� #3 REBAR IN NOSE; 2" CLEAR, TYP. TS SEE 21 12" TYP. . �. • -"'' 3j" EXPANSION JOINT WITH %" RECESSED °•Q s `// r :/�\/\\ BACKER ROD AT TOP + AND BOTTOM STAIR OF °` • ' A' ' :/\ \\ SET CONTT n, .s { j 4" SCHEDULE 40 PVC TO E CONCRETE STEPS 21 %SECTION 1 1/2" STEEL SQUARE TU TOP RAIL 1 1/2" ROUN HANDRAIL 1 1/2" STEEL TUBE RAIL 3/4" STEEL TUBE PICKE TYPICAL 1 1/2" STEEL SQUARE TU BOTTOM RA TYPICAL CONNECT T GUARD-RAI[ AS REQ'D. F H 1 TYPICAL STAIR RAILING 21 % SECTION, DETAIL BE EMBEDDED AT TOP AND BOTTOM OF EACH STAIR FOR FUTURE CONDUIT USE 3000 PSI CONCRETE AT 28 DAYS, AIR -ENTRAINED 6" X 6" W 1 io WWF OR 94 REBAR @ 12" O.C. (VERT) AND #3 @ 677O.C. (HORIZ) W/ 2" MIN. COVER COMPACTED VDOT #21A STONE BASE, 8" MIN. 95% COMPACTED SUBGRADE 4" SCHEDULE 40 PVC TO BE EMBEDDED AT TOP AND BOTTOM OF EACH STAIR FOR FUTURE CONDUIT USE H-013 N.T.S. NOTES: 1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF CAST -IN -PLACE OR PRECAST IN TOP SURFACE- THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A CONTRASTING COLOR WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES). OR FEDERAL SAFETY YELLOW 3, SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4 IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR- PRECAST CONCRETE SHALL BE CLASS A-4. 5, REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED T CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR - MINIMUM CONCRETE COVER 1:". 6, CURBICURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB/CURB AND GUTTER. 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS 8 RAMPS MAYBE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED DEDT AT THE CURB OPENING IS PLACED WITHIN THE L MITS OF THE CROSSWAL K AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS TO THE CURB. 9 TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED TO 7". PERMISSIBLE A CONSTRUCT101`i'*4`1 9 5 DOWELS, 8" LONG JOINT 12'' C-C �7f _ TANGENT PLAN $ .1 r� 10 N A 4' SQUARE LANDING ALTERATIONS B A MAX B AREA OUTSIDE OF TRAVELWAY SHALL TRUNCATED DOMES BEPROVIDED MARKED WITHIN A J CROSSWALK AREA. ' �Q J W a O 8, 0 Xy 4�-0" 0 rn U �O BACK OF CURB 12:1 MAX 48:1 MAX. U U n CROSSWALK 20 1 I I I' CROSSWALK CROSSWALK TYPICA_ PLACEMENT SECTION A -A fl DIAGONAL VARIATION WITH WIRSECTION THIN 2'MIN. TYPICAL PLACEMENT PERMISSIBLE AT INTERSECTION (WITH BUFFER STRIP) CONSTRUCTION WITHIN CROSSWALK DIAGONAL VARIATION JOINT TYPE A (PERPENDICULAR) APPLICATION THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES SECTION B-B WIDER SIDEWALK LANDING (48" WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION, 6 FEET FOR ALTERATIONS, 2k C-C _•_��-�-� 0 a 1 K 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o TRUNCATED DOME 1 O O o 000 00 a 0 0 0 C50 i' 2Ye"C-C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N a 0 0 0 0 0 o 0 O O 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VARIABLE 4' MINIMUM. a: fe" DIA X" DIA. TRUNCATED DOME DETAIL PAY LIMITS CG-12 DETECTABLE WARNING SURFACE DETECTABLE WARNING (ACCESS FOR MOBILITY IMPAIRMENTS) DETAIL VIRGINIA DEPART Fd ENT OF TRANSPORTATION CG-12 DETECTABLE WARNING SURFACE B TYPE A (PERPENDICULAR) APPLICATION 21 DETAIL P-022 N.T.S. NOTES: #3 REBAR IN NOSE; 2" BUILDER RESERVES THE RIGHT TO ADD BRICK, CLEAR TYP. ALL TREADS SHALL HAVE A POSITIVE WASH E TS VARIES- SEE PLAN 21 HANDRAIL REQUIRED FOR ACTUAL RISER HT. AND # OF STAIRS FOR ALL ADA ACCESS 12" ROUTES. SEE HANDRAIL XY RAID. TYP. DETAIL. I FOR NOSE; 4-A. ' 21 TYP. . BS ... , . SEE A A 21 .}. ' 3000 PSI CONCRETE ,' CRE ' AT 28 DAYS, ' AIR -ENTRAINED - - -4„ 6" X 6" W 1%o WWF OR #4 REBAR @ 12" O.C. .: (VERT) AND #3 @ 6"O.C. (HORIZ) W/ 2" M IN. 00 COVER 12'4: COMPACTED VDOT #21A STONE BASE, 8" MIN. RINF. WALL FOOTING- TYP. • ..�. - 95% COMPACTED SUBGRADE 8" EXPANSION JOINT WITH 8" RECESSED BACKER ROD AT TOP AND BOTTOM OF STAIR SET; CONT., TYP. F BRICK WING WALL STAIRS -21 SECTION N.T.S. STEPS (SEE PLANS FOR ACTUAL LAYOUT) CHE (IF A HANL.IFIriiL I i v oF- LOCATED 1.5" OFF CHEEKWALL AND MAINTAIN A 3CLEAR AREA BETWEEN HANDRAILS IN ALL CASES PLAN HANDRAIL TO EXTEND AT - LEAST 12" PLUS THE WIDTH OF ONE TREAD BEYOND BOTTOM STEP. LAMB'S -� TONGUE RETURN; TYP. NOTES: HANDRAILS TO BE FURNISHED BY VIRGINIA RAILING AND GATES, RICHMOND, VA, 1.804.798.8777. ALL HANDRAILS PARTS TO BE BENJAMIN MOORE ALPHATIC ACRYLIC URETHANE SEMI -GLOSS BLACK. CONTINUOUS WELD ALL JOINTS. CONTRACTOR TO PROVIDE ENGINEER WITH SHOP DRAWINGS PRIOR TO ORDERING AND INSTALLATION. WHERE DIFFERENCE IN GRADE EXCEEDS 30 INCHES, PICKETS 4" O.C. SHALL BE USED IN ACCORDANCE TO ADA STANDARDS. HANDRAIL TO EXTEND 12"- BEYOND TOP RISER STEP. SEE PLANS FOR RISER AND TREAD INTERVALS. 1 W STEEL HANDRAIL 1" SQ. STEEL POST. -� SPACE VERTICAL SECURE ALL POST WITH QUICK MEMBERS AS REQUIRED BY SETTING HYDRAULIC CEMENT. CODE FOR STRUCTURAL POST TO BE PLACED IN LEAD SUPPORT SLEEVE. TOP OF SLEEVE TO BE FLUSH WITH SURFACE (4" MIN.), OR EQUAL j� TRADITIONAL STAIR RAILING F-034 \21,) SECTION, PLAN N.T.S. SEE STEP DETAIL 19" RAM SECTION 00 M 0 M S-025 N.T.S. NOTES: 1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF CAST -IN -PLACE OR PRECAST IN TCP SURFACE- THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A CONTRASTING COLOR WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES)- OR FEDERAL SAFETY YELLOW. 3, SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4, IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE NO 5 X 8" PLACED T CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 14". 6. CURBICURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB/CURB AND GUTTER- 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING PROPOSED OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE EN AND SHOULD NOT LOCATED BEHIND VEHICLE STOP EXISTING LIGHT P ES FIRE HYDRANT DROP INLETS ETC- G ENGINEER, O BE E NU VE LINES. OL S, ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED ENTERED AND USED BY PEDESTRIANS. AMPS A PLACED ON RADIAL TANGENTIAL SECTIONS PROVIDE THAT E CURB OPENING PLACED WITHIN T LIMITS OF THE CROSSWALK 8. R MAY BE PLC D L OR SEC ON D HA THE E G 5 HE E C O AND THAT THEE AT THE CONN TION OF THE CUR OPENING IS PERPENDICULAR TO THE CUR - SLOP EC BOP ENDIC B 9, TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED TO 7"- PERMISSIBLE CONSTRUCTION JOINT tt 5 DOWELS, 8" LONG A PERMISSIBLE ' AT 12" C-C "E1 CONSTRUCTION 5' MIN. JOINT SECTION B-B 2:1 � Xd v� J12:1 MAX MIN B 2 �- B n 2.1 N} 1. 121 M p. A TRUNCATED DOMES 5'-0" MIN. SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48 : 1 MAX, 20:1 48:1 MAX, O � ZMIN. I SECTION A -A 5' MIN i A 4' SQUARE LANDING AREA p� OUTSIDE OF TRAVELWAY x WALK SHALL BE PROVIDED FOR (l n GROSS PERPENDICULAR CROSSWALK CROSSWALK WITHIN THE MARKED CROSSWALK AREA. TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK 2k C-C t tsz�0 a I K U 0 0 0 0 0 0 0 0 0 0 O O O 0 0 000 00 000000o TRUNCATED DOME VV 0 0 0 0 0 0 0 0 0 0 0 0 0 XX + 2 "CC 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O 0 0 0 0 0 O a a 0 a 0 0 0 N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 VARIABLE I 4' MINIMUM. a: X" DIA, DIA. TRUNCATED DOME DETAIL PAY LIMITS CG-12 DETECTABLE WARNING SURFACE DETECTABLE WARNING (ACCESS FOR MOBILITY IMPAIRMENTS) DETAIL VIRGINIA DEPARTMENT OF TRANSPORTATION CG-12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION 21 DETAIL P-024 N.T.S. G � TYPICAL RAILING 21 SECTION, DETAIL FENCE POST* SET POSITION OF SLEEVE IMMEDIATELY BEHIND TOPMOST SRW UNIT. CAP UNIT SECTION VARIES e EQUAL SLEEVE -IT TIM 1224R 12"OX24" DEEP - FILL SLEEVE WITH CONCRETE, SET FENCE POST. CUT THE GEOGRID AROUND THE SLEEVE -IT TIM SYSTEM AS NECESSARY COMPACT TO 95% MDD PER ASTM D698. REINFORCED BACKFILL ZONE GEOGRID NOTES: 1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER- 2. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES TRUNCATED DOMES TO BE STAMPED IF CAST -IN -PLACE OR PRECAST IN TOP SURFACE- THE COLOR OF THE DETECTABLE WARNING SECTION SHALL BE A CONTRASTING COLOR WITH THE ADJACENT SURFACES (ADJACENT SURFACES INCLUDES FLARED SIDES). OR FEDERAL SAFETY YELLOW 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4 5. REQUIRED BARS ARE TO BE NO, 5 X 8" PLACED T CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1Y2". 6. CURBICURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURBICURB AND GUTTER. T CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK EXISTING, PROPOSED, OR NONEXISTENT THEY MUST BE LOCATED WITHIN PEDESTRIAN CRO S SH R A T S EX SED, CCROSSWALKS A OWN ON PLANS C S DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK THAT THE A THE CONNECTION F THE CUR G IS PERPENDICULAR TO TH AND E SLOPE T EC ONO B OPENING ENDICUL R E CURB. 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED TO 711. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC STD. CG-2 MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT 2'-0" 5' 0" A -"�� BACK OF CUR 12 : 1 48' 1 MAX. -15' PERMISSIBLE CONST. 20 1 48' 1 MA I x JOINT '� .;•'� 2 MIN 1 SECTION A -A A -WJ TRUNCATED DOMES TANGEN PLAN , M 5' MIN AT * 2" HIGHER THAN a j� EDGE OF PAVEMENT AT --,SAME AS TOP OF CURB O v n {t THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE UTILITY STRIP II II MAY VARY TO MEET EXISTING FIELD CONDITIONS AND ROADWAY GEOMETRICS CROSSWALK PROVIDING THE DIMENSIONS AND SLOPES ARE AS NOTED TYPICAL PLACEMENT THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE AT INTERSECTION USED WITH ADJOINING BUFFER STRIP- LANDING AT BOTTOM OF TWO SLOPING SIDES WITH BUFFER STRIP WITH 60" X 60" MIN DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. 2k C-C } O ao I K O O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 o TRUNCATED DOME V 0 0 0 0 0 0 0 0 0 0 0 0 0 XX + 2kC-C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a U o 0 0 o a a 0 0 0 0 0 0 N 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VARIABLE I 4' MINIMUM, DIA. " DIA, TRUNCATED DOME DETAIL PAY LIMITS CG-12 DETECTABLE WARNING SURFACE DETECTABLE WARNING (ACCESS FOR MOBILITY IMPAIRMENTS) DETAIL VIRGINIA DEPARTMENT OF TRANSPORTATION CG-12 DETECTABLE WARNING SURFACE TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 21 ) DETAIL P-025 N.T.S. NOTE: 1 1/2" MIN. CONTRACTOR TO PROVIDE 36" MIN CLEAR INSIDE MOCK-UP PRIOR TO INSTALLATION N 1 1/2" (2" MAX.) STEEL SQUARE TUBE r. 1 112" (2" MAX.) STEEL SQUARE TOP RAIL (PAINTED) TUBE TOP RAIL; TYP. 1 1/2" (2" MAX.) STEEL SQUARE END -� N TUBE POST (PAINTED) GC 1 1/2" ROUND METAL HANDRAIL Z Z -� (2" MAX; OPTIONAL); TOP RAIL 1 1/2" SQUARE TUBE STEEL = rv- ( MAY SERVE AND BE NEWEL POST @ CENTER OF SPAN w W SUBSTITUTED FOR ADDITIONAL OR 36" O.C. MIN. (PAINTED) E- H °aS 1 1/2" INDEPENDENT HANDRAIL HOLD c1 Q MIN. 3/4" STEEL SQUARE TUBE PICKETS, TYP. W w - 0N in 3/4" (1" MAX.) STEEL SQUARE SPACED 4" O.C. MAXIMUM (PAINTED) N O X ' TUBE PICKETS, TYPICAL; Z F- M X >< 1 1/2" STEEL SQUARE TUBE N 1 1/2" (2"MAX.) STEEL BOTTOM RAIL, TYP. (PAINTED) N SQUARE TUBE M BOTTOM RAIL,TYPICAL 3" MAX. CLEAR TO FINISH FLOOR EDGE OF RAMP IF APPLICABLE 4" MIN. 6" MAX. NOTE: 12" MIN. IF NO BOTTOM RAIL FRONT SLEEVE ISOMETRIC ASSEMBLY & INSTALLATION LEG ti WHEN YOUR WALL NEEDS A FENCE PATENTS PENDING !I rr\ /r IT TEA MLE , E�� FOR MORE STRA TOi7 STE S INOINFORMATION NTACT: OR strata@geogrid. corn HALF )TR UTS CANTILEVER BASE rM 1. General -The Sleeve -It post foundation system shall be purchased and installed by the retaining wall contractor to facilitate future fence post TM - rperpendicular r I rl 8: When installin eo rid around the Sleeve It system, slit the eo Idto the wall face just enough to fold around the sleeve ensu n Step g g g y g g � y g installation. Contractor shall verify proper spacing requirements prior to installation. that the grid is properly attached to the wall face everywhere with the exception of where the sleeve is, This method is acceptable by geogrid manufacturers 2. Assembly & Installation - Refer to Instructions provided with units for specific information related to the assembly of the Sleeve-ItTM system and the when obstacles such as fence post foundations are present. correct installation procedure. When the segmental retaining wall has been constructed to two feet from top not including the capstone: Ste 1: Prepare a level area approximately �4" wide x 36" deepbehind the wall face. The prepared area should k e 24" below the proposed to of wall not p p pp y ` p p p p p ( Important Note: Backfill soil as prescribed by retaining wall manufacturer Backfill material above and surrounding the Sleeve-ItTM system must be compacted to a minimum of 95% of the material's maximum dry density as determined by ASTM D-698 (Standard Proctor). Backfill and compaction within including the cap stone). three feet of the wall face should be performed with hand operated equipment as recommended by the National Concrete Masonry Association (NCMA) Step 2: Take the two sleeve halves, one front (no slots) and one back (with slots) and lay them on a level surface with the IN (smooth fingers) and the OUT SRW guidelines. Care should be taken during the first 6-8" lift to avoid affecting the integrity of the struts extending back into the backfill zone. (raised fingers) opposite each other. Interweave the two sleeve halves by pushing the IN finger sets under the OUT finger sets Flip the sleeve over and follow the same procedure on the other side. Stand the unit vertically and use the two plastic ties to secure the sleeve halves into a cylindrical unit. Repeat Above Steps for next Sleeve-ItTM unit. Step 3: Place the Plastisol coated cantilever base on the prepared area with the vertical upright about 6" from the tail of the block When installing fencing, posts must be concreted Into the Sleeve -it'" cavity Fence posts shall extend a minimum distance of 18" into the sleeve to ensure proper engagement with the Sleeve -It TM system All posts must be on Step 4: Slide the sleeve over the vertical leg (the Uncoated portion) with the slotted side of the sleeve facing away from the wall face, the "inboard" side of the vertical portion of the cantilever base. Do not install posts between vertical leg and wall face. Fill cavity completely with concrete. When concrete cures, topsoil or other sLirficial cover may be placed over the Sleeve -It system to create final, finished appearance Step 5: Slip the uncoated end of each strut through the slots located in the back of the sleeve and connect them to the topmost transverse bar on the The Sleeve- ItTM product shall be evenly spaced no farther apart than 8 feet on centers in any case. Use of the Sleeve-ItTM system is limited to the following vertical leg Inside the sleeve Connect the coated ends of the struts to the coated base portion of the steel cantilever on the second transverse bar from the fencing applications without consideration of wind load: rear of the base - 8-foot high and under chain link fences Step 6: Reposition the entire system as needed by lifting it using the top transverse bar of the vertical portion of the steel cantilever inside the sleeve after 6-foot high and under wood fence with gaps between boards assembly Make sure the wall batter for any remaining courses of block is accounted for when positioning the Sleeve -It TM in its final location 6-foot hight and under ballustraded PVC, steel, aluminum or wrought iron fences. For other fencing systems specifically not meeting these criteria, contact Strata Systems Inc, to determine Step 7: Place enough 3/4" clean stone around the system to stabilize it. Set the lid in place with the handle perpendicular to the wall face Use the handle as suitability. 1 (800) 680-7750 or email strata@geogrid.com the center line measuring guide to ensure that the next Sleeve-ItTM is placed with the proper spacing requirements as directed by the fence specifications. ALL material may be subject to site testing for compliance to the above specifications. SLEEVE-ITTM FENCE POST INSTALLATION (1224R) N.T.S. 21 SECTION, ISOMETRIC F-03N.T6 Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 telel 434.531.7507 el steve@edwardsdesignstudio.com www.edwardsdesignstudio.com ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 telel 434.531.6544 Ell alan@alanfranklinpe.com KEY; 5F " -'� t Spot aR�n f'• Site t Beckr�9ef" 0 LIL LLI C �� o 3 < Q� I.LI [�\J 7) Z J w b Al to to fL ; r is J a- :2 -0to J to = O UJ to to OF J n J Steven W, Edwards U t ' Cert. No. 0931 rid 10-11-19' 04 p to a NtiTH OF LIB , r Alan G. Franklin Lic. No. 35326 W -y G :o 10-11-19 �s 9 10NA L " to J o SCALE: As Shown :w ISSUED: 10/22/2018 4 s, REVISIONS: 0. 02-08-17, APPROVED BY BOS 0. 06-19-17, MAJOR SPA APPROVED 0 0. 06-13-18, MINOR SPA- APPROVED 0 1. 10-22-18, MINOR/ARBSUBMISSION 2. 12-17-18, MINOR/ARBSUBMISSION 3.04-12-19, COUNTY COMMENTS QQ 4. 06-03-19, CO/OWNER COMMENTS Q 5. 06-07-19, CO/OWNER COMMENTS 0 6. 08-08-19, COUNTY COMMENTS 0 7. 09-13-19, COUNTY COMMENTS SHEET: Z 0 I-- U H N Z 0 O LL W Site Details W OF 29 Lu a. c� 6i �r cri rn r CD (14 0 r 2"X4" RAIL 2"X4" RAIL L "HINGE ANCHOR PO ST"-r/ MIN. 6" STEEL POST, SET 2 FEET DEEP IN CONCRETE FOR HINGE ATTACHMENT PLAN "HING MIN. 6" STEEL POST, SET 2 FEET DEEP IN CONCRETE FOR HINGE ATTACHMENT ELEVATION 29'- 7 3/8" 2"X8" CEDA CAP GALV. METAL 2"X4" CEDAR POST TRIM A TRASH ENCLOSURE GATES- 23 VERITCAL CEDAR SIDING ATTACHED TO METAL FRAME VERTICAL CEDAR SIDING ON METAL FRAME A 1 DUMPSTER WOODEN ENCLOSURE AND GATES 23 J DETAIL, SECTION, ELEVATION, PLAN 57C 56C 550 540 1 "X6" CEDAR PICKETS 2"X4" CEDAR TRIM 2"X8" CEDAR CAP GALV. METAL POST 2X2 MEATL FRAME 3'-0" GATE W/1X6 CEDAR PICKETS CV LOCATION MAY VARY - GC IS RESPONSIBLE FOR COORDINATING "HINGE ANCHOR POST" MIN. 6" STE POST, SET 2 FEE] DEEP IN CONCRE FOR HINGE ATTACHMENT 2X2 MEATL FRAM 3'-0" GATE W/ 1 X6 CEDAR PICKETS GRAVITY LATCH NOTES: 1. ALL GATES SHALL HAVE CROSS MEMBERS FOR BRACING. 2. GATES STOPS MUST BE INSTALLED ON ALL GATES TO SECURE GATE IN OPEN OR CLOSED POSITIONS. 3. ALL EXPOSED WOOD TO BE STAINED AND SEALED. 4. STAIN COLOR TO BE DETERMINED BY OWNER. ELEVATION )OD CKET F-032 N.T.S. B GRASSPAVE2 23 DETAIL D SIGHT DISTANCE EXHIBIT - PLAN VIEW 23) SCALE: 1" = 30' DELETED "A I DL = 440' SDR = 46�' CE TER OF NEA EST EASTBO ND LANE CENTER (PF NEAREST ESTBOUND L NE (R10 ROAD f: 35 MPH) (RIO ROAQ = 35 MPH) i DECISION POINT B (OBJECT HT = 35) J` — I— .-.. ( DECISION POINT A ` — — T (DRIVER'S EYE 3.5-) I j R SI QUIRED GRAD�NG E PLAN TO PR PER VIDE � -- — t � """`•-r � , � I I SITE LINES � I � ..._ DECISION POINT C EXISTIN GRADE (OBJECT HT = 3.5') PROPO ED GRADE �• 1 1 -5+00 -3+00 -2+00 -1 +00 0+00 1 +00 SIGHT DISTANCE - PROFILE SCALE H: 1" = 50' V: 1" = 10' 2+00 3+00 570 560 550 540 April 2015 Page 6H-39 Outside Lane CIosure Operation on a Four -Lane Roadway (Figure TTC-16.1) SHADOW VEHICLE REQUIRED (TMA REQUIREMENT SEE NOTE 8) SEE NOTE 7 SEE NOTES 2&3 R4-V7L G20-2 (V) ILLUMINATED FLASHING (AMBER CAUTION MODE) TYPE B OR C ILLUMINATED FLASHING AMBERARROW TYPE G SEE NOTES 3 & 6 SHOULDER TAPER SEE NOTE 5 C 1 MAINTENANCE OF TRAFFIC PLAN 23 % FOR RIGHT TURN LANE CONSTRUCTION W9-2L W9-3R W20-1 Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 telel 434.631.7507 el steve@edwardsdesignstudio.com www.edwardsdesignstudio.com ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 telel 434.631.5544 el alan@alanfranklinpe.com KEY: Ga�de�c 7 AfQ�- 2� poor Y 1. Site z 9e k"r%' of V/ s f 1 V " '+ •. 7 - 1, 0 LL W 0) 5\ 0 W �® � Z ya —I IIIII� J) L ' n LL f W LL� I— o J. O ht = J n 0 7 (G AI 0 a ^j � cG J o� :G f :G c� C o� L) !G AI TH OR l do I�c� J s Steven W, Edwards t:1 Cert. No. 0931 10-11-19 ti s �C,`1 7 =- H OF lI Alan G. Franklin Lic. No. 35326 j J -� 10-11-19 r OVAL J J :J SCALE: 1" 30, ISSUED: 10/22/2018 _ s REVISIONS: 0. 02-08-17, APPROVED BY BOS 0. 06-19-17, MAJOR SPA APPROVED 0. 06-13-18, MINOR SPA- APPROVED A 1. 10-22-18, MINOR/ARBSUBMISSION 2.12-17-18, M INOR/ARB SUBM ISS ION 3. 04-12-19, COUNTY COMMENTS QQ 4. 06-03-19, CO/OWNER COMMENTS Qa 5. 06-07-19, CO/OWNER COMMENTS 0 6, 08-08-19, COUNTY COMMENTS A 7. 09-13-19, COUNTY COMMENTS A SHEET: Lo r U H rn z O U O 0) 0 N O r Site Details W 0 of 29 W CD CD CV 0 n Cy BEGIN BARRIER RSTANDARD AR R N TYP. RAIL SECTION EDGE OF PAVEMENT ITL ITl 6' SPACING (TYPICAL) FRONT ELEVATION POST CONNECTION TYP. GUARDRAIL CROSS SECTION NOT TO SCALE 1:10 SLOPE OR FLATTER NOT TO SCALE TIMBARRIESV BEGIN STANDARD BARRIER TYP. RAIL SECTION NOTES: 1. IF TOP OF SLOPE IS CLOSER THAN 24'' INCREASE POST LENGTH TO 7', 2 DRIVE POSTS OR AUGER, BACKFILL WITH NATIVE SOIL AND COMPACT EVERY 12 3, ALL TIMBER 91 S4S SOUTHERN PINE, PRESSURE TREATED: AWPA-Cl4, WOOD FOR USE IN HWY, CONSTR. 4, TYP. POST: 8" X 8" X 6' - TYP RAIL: 4" X 12'' X 11' 11 1 /2'' 5. FASTENERS: ASTM A307; A242; F436 TYPE 3; A563 DH3. 6. TIMBARRIERTM SPLICE PLATE & PLATE WASHER ASTM-A588, 7. REFERENCE NUMBER 651-003. TOP OF SLOPE BEGIN Z BURIED TERMINAL 1:10 OR FLATTER C.COIN B. A. M EDGE OF Z PAVEMENT DIRECTION OF TRAVEL N x I! LJ LJ ! J LJ LJ LJ LJ 6' SPACING (TYPICAL) FRONT ELEVATION NOTES: 1 REFER TO DRAWING 651-007 FOR MATERIAL SPECIFICATIONS AND CONNECTION DETAIL. BURIED END TERMINAL 2 A SPICE PLATETI (PRE -BENT); B, SPLICE PLATE T2 (SLOTTED); C ALL HARDWARE FOR THIS CONNECTION HOT DIP GALVANIZED 3 REFERENCE NUMBER 651-003B. BEGIN TOP OF SLOPE STANDING TERMINAL'All ^f� ~ N 1:10 OR FLATTER w TYP. RAIL SECTION EDGE OF PAVEMENT i t I I I I I I I I I I ! I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I !! LJ LJ LJ LJ LJ LJ 6' SPACING (TYPICAL) FRONT ELEVATION NOTES: 1, REFER TO DRAWING 651-007 FOR MATERIAL SPECIFICATIONS AND CONNECTION DETAIL 2, THIS TERMINAL MAY ONLY BE UTILIZED AS FOLLOWS OR AS OTHERWISE DIRECTED BY THE ARCHITECT OR ENGINEER A AS AN APPROACH TERMINAL OR AS A TRAILING TERMINAL ON TWO WAY UNDIVIDED ROADWAYS WHEN: I. SPEEDS WOULD NOT EXCEED 10 MPH, II. BURIED IN BACK -SLOPE. III. END OF TERMINAL IS OBSTRUCTED BY AN OBJECT OR STRUCTURE OF A SUFFICIENT MASS SO AS TO PREVENT A VEHICLE FROM COMING INTO CONTACT IT. IV. IT IS LOCATED A SUFFICIENT DISTANCE FROM THE ROADWAYS SOTHAT A VEHICLE COULD NOT COME INTO CONTACT WITH THE END OF THE TERMINAL, B, AS A TRAILING END TERMINAL ON A ONE-WAY OR DIVIDED ROADWAY. 3 REFERENCE NUMBER 651-003C. STANDING END TERMINAL GENERAL NOTES: 1, S I. STOREY LUMBER CO., INC., 285 SIKE STOREY RD NW, P.O. BOX 99, ARMUCHEE, GA, USA, 30105-0099, 1 (888) 934-1605, PHONE: (706) 234-1605, FAX: (706) 235-8132, WWWTIMBARRIER,COM 2, INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3 DO NOT SCALE DRAWINGS. 4. CONTRACTORS NOTE: FOR ADDITIONAL PRODUCT AND COMPANY INFORMATION VISIT WWW,CADDETAILS.COM/INFO (REFERENCE NUMBERS 651-003, 651-003B, 651-003C). 5 RATED FOR ROADWAY AND STREET APPLICATIONS (25 MPH MAX.) EXCEPT WHERE OTHERWISE NOTED. I. TIMBARRIERTM STREETGUARD TM a A � ) 211. DETAIL F-028 N.T.S. 10'-01, 10'-01, ® ® MANUFACTURER: TOP RAIL 1-5/8" PIPE TYP. TOP RAIL POST CAP- MAY ADA SOLUTIONS, INC.; 800-372-0519 (SS20) GALV. CONNECTION AS 9 GA. TIE WIRE-24" O.C.RAIL END BE ALUM SIZE.- X4I SHOWN-20' POST BAND (TYPICALINNORMAL NOTE: CONDITIONS) ALL FITTINGS X—, TO BE 2"x2"x9GA.FABRIC DETECTABLE WARNINGS MAY BE k�NUCKLED TOP & DRAW BAR ®� ® CAST -IN -PLACE WET -SET SEMI -STEEL BOTTOM 1/4"x 3/4" �a ® NO ALUM. REPLACEABLE OR RADIUS ( ) 9 GA. TIE o PRODUCTS. DO NOT USE RE- 9 WI'OCTYP TERMINAL POST 2 1/2" CAST -IN -PLACE SOLID PRODUCTS TYP. LINE SS20 OD GALV. PIPE ® FOR ANY CURVED CONDITION. 3/8 TRUSS ROD @ ( ) ®�7 INSTALL PER MANUFACTURER POST 2" ALL CORNERS, (SAME NOTE AS INSTRUCTIONS. OD GALV. INTERSECTIONS TRUSS ROD) PIPE; 8' OC 7 GA. BOTTOM TENSION WI SITE CONTRACTOR TO CONTACT - MANUFACTURER TO ASSIST IN NOTE: ALL WIRE FABRIC AND FENCE !=fl, 1H = .` -I I NOTE:IS IBM m it ORDERING. REFER TO LANDSCAPE HARDWARE SHALL BE GALVANIZED. 11=1 I—IIIr GATES TO BE ARCHITECT WITH GENERAL BLACK POLY -COATED CHAIN SHALL BE _� -1T' N SELF -CLOSING �I`II III= 011 INTENT/QUESTIONS. INSTALLED ON THE OUTSIDE UNLESS I I_ - =1I1� PER LOCAL CODE -III I=1 N OTHERWISE NOTED. POST SHALL BE : I-_ IIaI INSTALLED BEHIND WALLS USING SLEEVE -IT SYSTEM. SEE DETAIL: 21 II'1111 I111 3500 psi / NOTE: SOLID BLACK PRIVACY SLATS TO TYPICAL LINE 'I`�` CONCRETE; TYP / BE INSERTED VERTICALLY INTO CHAIN AREAS POST FOOTING TYPICAL CORNER F ADA DETECTABLE WARNING / TRUNCATED DOMES G 4' PRIVACY CHAIN LINK FENCE POST FOOTING 24 DETAIL 24 SECTION N.T.S. A FNTS 6' MIN. k )MM. GRADE /STEEL POST I-IV�rGIVVll 11.J (]L/ MATCH DUMPSTER ENCLOSURE) - VERTICAL CEDAR SIDING ON METAL FR F B HVAC ENCLOSURE FENCING 3 __ 24 DETAIL 6 li 31x31x.12511 POST 75` x PU_ a m 47 3) NTS SUPPI-I 114AXPI AYFIT I I (.- (1R11 r^id_Rri�2 MANUFACTURER: ALUMI-GUARD (877) 258-6448; WWW.ALUMI-GUARD.COM PRODUCT: ASCOT HEIGHT: 48" HT MAX. COLOR: BLACK NOTE: CONTRACTOR TO SECURE USING THE SLEEVE -IT ANCHORING SYSTEM BEHIND WALLS (WHERE APPLICABLE) GRADE SAFETY RAILING DETAIL S-058 N.T.S. u m TOT LOT CLIMBER DETAIL SUPPLIER: MAXPLAYFIT, LLC; (434) 664-8522 CONTACT: PAT McNAMARA SERIES: AFRO158XX AGE: 5-12 PANEL SIZE: 23.6" x 19.7" X 2" SUPPLIER: ACF ENVIRONMENTAL40 5246-3801 DELIVERED PANEL SIZE: 47.2" X 39.4" X 2" ( ) 23.6" +I CONTACT: ROBERT CONNELLY 2.0" SERIES: GRASS CELL GRASS CELL MATRIX FILL NOTE: LIGHTWEIGHT NON -WOVEN FILL VOID SPACE WITH GEOTEXTILE, OPTIONAL TOPSOIL FOR ENHANCED FINISH GRADE it I I�+illlj��l+�lf!'f IlJlj'�� h'il ROOT DEVELOPMENT AND TURF ESTABLISHMENT. W�VA 1 2,0" ACF GRASS CELL E GRASS PAVER 24 DETAIL 4" (MIN,), DEPTH TO BE DETERMINED BY ON -SITE ENGINEER EXISTING SOILS SHOULD BE EVALUATED TO ENSURE ACCEPTABLE STRUCTURAL AND PERMEABILITY PROPERTIES SPECIFICATIONS WIDTH 19.7" LENGTH 23 6" HEIGHT 2 0" AREA PER UNIT 3.23 SF UNIT WEIGHT 1.24 LBS/SF SURFACE OPEN AREA >90% INTERNAL VOID AREA >95% BASE MATERIAL 100% RECYCLED POLYPROPYLENE BIOLOGICAL & CHEMICAL UNAFFECTED BY MOLD, ALGAE, RESISTANCE SOIL BORN CHEMICALS, BACTERIA, AND BITUMEN SERVICE TEMPERATURE -14 TO 185 °F COMPRESSIVE STRENGTH (UNFILLED) 3 20.02 PSI COMPRESSIVE STRENGTH (FILLED) 6,351,70 PSI Edwards designStudio, PLLC Landscape Architecture and Site Planning 4936 Old Boonsboro Road Lynchburg, VA 24503 telel 434.531.7507 el steve@edwardsdesignstudio.com www.edwardsdesignstudio.com ALAN G. FRANKLIN, P.E. LLC Civil and Site Planning Engineering 427 Cranberry Lane, Crozet, VA 22932 telel 434.531.6644 el alan@alanfranklinpe.com KEY: 1 r Site �\ - �. S rkmar,� - -_tiro"ss�nfj - - I.}efVIG�S o1 VA / f J 1 z 0 11 < Cio 73 =l v J ry oJ J 21 0 r J - n� cz v .f c :n `n OF UI ;o y s ��tiTH hq` �C, Steven W. Edwards `- r Cert. No. 0931 r�6 10-11-19 s ti 09p j j a� 7 .r ?7 41 Ui :C �I,TH OF L` y -- Alan G. Franklin - _- Lic. No. 85326 W J s I G w 10-11-19 ONAL - SCALE: 1" 30' =n w ISSUED: 10/22/2018 REVISIONS: 0. 02-08-17, APPROVED BY BOS 0 0. 06-19-17, MAJOR SPA APPROVED 0. 06-13-18, MINOR SPA- APPROVED A 1. 10-22-18, MINOR/ARB SUBMISSION 2. 12-17-18, MINOR/ARB SUBMISSION 3. 04-12-19, COUNTY COMMENTS Q 4. 06-03-19, CO/OWNER COMMENTS A 5. 06-07-19, CO/OWNER COMMENTS A 6. 08-08-19, COUNTY COMMENTS A 7. 09-13-19, COUNTY COMMENTS SHEET: U z O U O 0 Site Details LU (0 W OF 29