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HomeMy WebLinkAboutSDP201700043 Plan - Approved Final Site Plan and Comps. 2018-10-250 .............. ............ ....... .... .. .... ......... ..... ... . ....... ... ......... ....... ................ ...... ...... .......... .. ...... .............. . .. ......... . ................ .... .. ...... .......... ............. ......... .... ......... ..... .... . ........ . ..... .... ... ........... . ........... ............ .. _Il�:i S.......... . . ................. .......... .. . . ............ ............ ....... ...... ............. ... .... .... ...... .......... ....................... ...... ............... ............ ......... ..... ...... .......... ........ ......... .......... ........ . ...... ....... ............ ........... ........... ...... .... ...... ...... . ............... ... .... .... _j .. .......... ........ . .. ....... ............ ............ ........... ... ............... ............... ............ .... ... ..... ............... m: .......... tn- ...... ..... . ......... . ..... ........... . . . . . wo ..... ... .......... .... ::44 ...... . ...... ............ . ................. or.. ...................... ............. .......... ................ K ..................... *..: i­rmamom:­ Q:: . h79 ..... .... ... ....... ... ........... ... ..... ........ .............. .... .............. ... .. . ........... ­rm ...... ....... . ........ ..................... ................... ................. 40_qqz;... ......... ................ ........... .............................. .................... ........ ........ .............. ...... . Location' fttw Fcirb'DW and Ldorej:Par kLij_ DA4 j64 Vote Of TOO. " 4/13120LI:12gS7$0 pm; Watito of rhl** 0 wa sue Qmhesi .......... -Uziiw Pit* N­100 IfIt (PSY :40 . ........ commimP .. . ..... ... ......... .......... .......... .... . ...... . . ............ ....... .. I A"ii*444 0 ............. s1pature a;T*xt0r*.,' Fire Flow Calculations Q(20) = 1082( (90-20)Ao .54/(90-80)Ao .54) Q(20) = 3096 gpm @ 20 psi Residual Pressure OK � 1 1 ITO T'A MEMENEL-i I F A a :ILI A wJ F ' %, I — A 0 14 �11111 TMP 32-402 Edlioh Drive Realty, LLC .......... ....... ..... Zone. LI Use: Warehouse ............. Bloc ...... TMP 32-41 Subdivon .............. :T Turner, David P. & The Use: Restudlen ............. Market Place of VA LC Zone: Rural . . ...... use: Residential Im ...... O tzYrXC1VT......... .. .......... ........... ....... ... ...... ...... ....... -Ail ... ......... gz> ... ........... ti Laurel Park ... .... .. .......... bo Private Ro oad ... T ties, d_( Zone: PD— e: Residential Fff =- SPI Cover Sheet SP2 Notes, Abbreviations, &.Legend SP3 ExistingConditions SP4 Layout 'Plan SP5 Gra i'ng Plan, SP6 Lands \ cape Plan SP7 Road, Profiles SP8 Sighf,Di8fance Profiles SP9 Utility Profiles. SPIO St or Drainage Areas & Calculations SPI I Details SP12 ACSA De. I ails SP13 Lighting Plan U K'Ar4lff!��_'V.A= NING ALBEMARLE COUNTY ARCHITECTURAL REVIEW BOARD ALBEMAWE COUNTY DEPARTMENT OF FIRE RESCUE ALBEMARL COUNTY SERVICE AUTHORITY mL01- OUI/ VIRGINIA DEPARTMENT OF TRANSPORTATION ALBEMARLE COUNTY BUILDING I SPECTION I ik DATE /v`l &// r DATE lo 4 � DATE DATE DATE "'(74 F 1� DATE /0 -.- �le DATE zo 0@) "C Q:ul ilk LLrz !2 213t w U a cli 4. as. 0 L, s O N z 9 of- w n % z go 04 k V wiiM Taggart **W� o 2284N1. 1440 ,tm�,010/15/180�q ZONAL ­1 4_4 z c) cr) 5 Va u O LU z Ljj _j L L z �D C) F— E-4 E-1 Cl) C) w LU 3: 0) DOM. PROJECT NO:16.011 INDEX TITLE: spt SHEET NO: I of 13 DATE: 05/08/17 u GENERAL NOTES ABBREVIATIONS LEGEND SITE DATA GENERAL GENERAL CONSTRUCTION 1401ES: EXIST PROP DESCRIPTION EXIST PROP DESCRIPTION 1. Prior to any construction within any existing public right-of-way, including connection to ABAN ABANDONED) MAX MAXIMUM 121h1t�. any existing road, a permit shag be obtained from the Yir¢nio Department of Tronaportatim (VDOT). This plan as drawn may not accurately reflect the requirements of _.__..___..___.__ .. PROPERTY LINE Y �;5 r::, x 12° Tc TOP OF CURB ELEVATION TOWN PROPERTIES, ITC the permit. Where any discrepancies occur the rsquirwrwts of the permit shall govern. ADJ ADJUST MIN MINIMUM ..... ..............._........_................ 1778 HEARIHK;LtaW LANE 2 All materiels and canatruction methods shell conform to current specifications and ADJACENT PROPERTY LINE x 12" BC BOTTOM OF CURB ELEVATION CHARLOTiESVILI& VA 229M standards of VDOT unless otherwise noted AHD AHEAD MON MONUMENT CONCRETE 3 Erosion and siltation control measures shall be provided to accordance with the approved erosion control plan and shall be installed 'prior to any clearing, grading or other APRX APPROXIMATE NIC NOT IN CONTRACT VACATED PROPERTY LINE x �.73 x 12° FL FLOW LINE ELEVATION construction. TOWN PROPERIES, lLC 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. BC BACK OF CURB NTS NOT TO SCALE __.._....... _... -_ EASEMENT „` x ;.> ="'' x 12° EOP EDGE OF PAVEMENT ELEVATION 1778 HEARTHGLOW LANE 5. The maximum allowable slope Is 2:1 (hoizontd: vertical)• Where reasonably obtainable, CHAR.OTTESVILL& VA 22M lesser slopes of 3:1 or better are to be achieved. 6-Paved, rip -nap a stabilization mat lined ditch may be required when in the opinion of theSOURCE BFE BASEMENT FLOOR ELEV OC ON CENTER - �- BUILDING SETBACK x 1,::s x 12' SPOT ELEVATION LEGAL �� � SOURCE OF TITLE, OB 4556/211 ORIGINAL SUBDIVISION PLAT: DO 4801/472 Coanty Engineer, or designee, it Is deemed necessary in order to stabilize a drainage BIT BITUMINOUS OH OVERHEAD _ _ - - - -BUILD TO LINE x 16- T ;r= x 12° TW TOP OF WALL ELEVATION 7. All traffic control signs shell conform with the Virginia Manuel for Uniform Traffic�3EMMf Aar Control Devices. BK BACK PE POLYETHYLENE �.f:� ZONING LINE x 1,ss u x 12° BW BOTTOM OF WALL ELEVATION & Union otherwise noted ell concrete pipe shall be reinforced concrete 9. All excavation for underground Installation must comply with OSHAA Stance for DISTRICT: RK) pipe the Construction Industry (29 CFR Part 1926). BM BENCHMARK. PERF PERFORATED LIMIT OF DISTURBANCE � ® TEST PIT LOCATION /�ORiNG LOCATION SOURCE OF BOIMmY sURVEY: Dom" ENGINEERING & DESIGN DATED: APRL 2017 10. AN retaining wells are subject to separate permit approval. BS BOTTOM OF SLOPE PROP PROPOSED GENERAL CONSTRUCTION NOTES FOR STREETS FLOOOPLAIN LIMIT BENCHMARK SOURCE OF TaPRAPHY DOMINION ENGINEERING ilk DESIGN DATED: JU.Y 2014, FIELD VERIIED BY MAY 26 2017 , 1. Prior to anconstruction within an existing public Including connection to Y Y 9 Pu right-of-way, g CB CATCH BASIN PRVD PROVIDED IRON FOUND any 9 road, a permit shall be obtained from the Virginia Department of BUFFER ZONE THIS PROPERTY DOES NOT APPEAR TO BE LOCATED VAT�I A FLOOD PLAIN. IT APPEARS TO LE IN ZONE X Tronspartatian (VDOI). This plan as drown may not accurately reflect the requiremanta CG12 ACCESSIBLE CURB RAMP PWW PAVED WATER WAY AS SHOWN ON FEDERAL EMERGENCY MANAGEMENT AGENCY FIN MAP �1003C014C)D DAZED FEBRIIARY 4, 20C15 of the permit. Where any disaWandes occur the requirements of the permit shall ; {E � "' _ ��� RMA - RESOURCE MANAGEMENT AREA govern. CENTER LINE RCP REINFORCED CONCRETE PIPE UNDERDRAIN 2. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Engineering (296-5861) 48 hours CL CHAIN LINK REM REMOVE t'' `: �P _.____._ _____ RPA -RESOURCE PROTECTION AREA _�d= BENCHMARK ( DOSTiNG SANITARY SEWER STRUCTURE IN NORTHWEST CORNER OF SITE C-6 SSMH S-1 EL 590.04 { ) - in advance of the start of construction. DRAINAGE LINE 40ATUM: NAw 1988 3. Ali materials and construction methods shall conform to current spedftcations and standards of VDOT. Ali excavation for underground pipe installation must comply with CMP CORRUGATED METAL PIPE READ REQUIRED ........ ............. _ EDGE OF GRAVEL __. - -- - ROOF DRAIN WATER SO�HRC:F, ALBEMARLE COUNTY SERVICE AUTHORITY OSHA Standards for the Construction Industry (29 CFR Part 1926). 4. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and must be installed prior to any clearing, grading or other CONC CONCRETE RET. RETAIN EDGE OF PAVEMENT Ems.. SEWER LINE SEWER SERVICE ALBEMARLE aMW SERVICE AUTHORITY construction. 5. Upon completion of fine grading and preparation of the roadbed aubgrae, dthe contractor CY CUBIC YARDS RT RIGHT -: _......_....-_.:_ ::..:...::.:.................. CG-2 .-_� STANDARD 6 CURB --------- - TRENCH DRAIN Z4ltE► PD-MC shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results C/C CENTER TO CENTER R/W RIGHT OF WAY THIS PROPERTY IS SUBJECT TO PROFFERS, AND A OWE OF DEVELOPMENT PER ZMA 2013-0004 shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not ---------- WATER LINE obtainable, a revised pavement design shall be made by the design engineer and CNkG CURB AND GUTTER R&D REMOVE AND DISPOSE - : = STANDARD a CURB/3.81 gROSS RESIDENTIAL DENSITY 42 UN75 - Ac 11.0 UNITS PER ACRE submitted with the test results for 6. epos andisturbed areas Oro to be fartiizedi, seeded and mulched The mwdman DIA DIAMETER RdcR REMOVE &RESET •__ t; .�:-�:- ..................__.._............ CG-s �- COMBINATION G" CURB &GUTTER FIRE PROTECTION LINE ADT 294 VPD allowable slope is 2:1 (hortzontd: verti ai). Where reasonably obtainable, lesser slopes of 41 or better are to be achieved....._:;_...__ �..._ CG-7 ___ _.__ _ _ WATER SERVICE LINE 42 SFA UNITS X 7 VPD/UJfIT 7. Surface drainage and pipe discharge must be retained within the public right-of-way or EL ELEVATION SD SIGHT DISTANCE :._....._,.:_..._...... y - COMBINATION 4 CURB & GUTTER, within easements prior to acceptance by VDOT. All, drainage outfdl easements are to be extended to a boundary line or a natural watercourse. The contractor field ELEV SQ �M�MX _.._.._._......_..___._.__...... - -- GAS LINE CURRENT USE VACANT shall vw* the ELEVATION SQUARE FlRE LANE STRIPING length of all storm drainage._....._._._._._._... B. Guardrail locations are P� length, Exact �tha d mired at ES END SECTION STA STATION _ _........ __.....-�._, OVERHEAD ELECTRIC WIRE PROPOSED USE: 1T)W�HOMES 42 lJfdTS ( ) will be field determined time costruction. Additional may `:` _ MAXIMUM BUILDW EM11.35' locations not shown when, in the opinion of VDOT, the Director of Engineering, or the EW END WALL SW SIDEWALK al BUILDING ENTRANCE UNDERGROUND ELECTRIC Director-s designee, it is deemed necessary. When guardrail is required, R shall be installed four (4) feet offset from the edge of 'pavement to the face of guardrail, and roadway g " 41D LOADING DOCK _ OVERHEAD TELEPHONE LINE WILD-TO-LILNE: W-� FROM EDGE OF PER CODE OF DEVELOPMENT TABLE B shoulder widths shall be increased to seven (7) feet. Albemarle County Engineering air Public EX EXISTING SWEL SOLID WHITE EDGE LINE Works Policies July 1998; Revised 30 January 2003 9. Mom urban cross sections ore installed, di residential driveway entrances shall conform EXIST EXISTING SWLL SOLID WHITE LANE LINE ,, s BOLLARD ........__ ..............._......_.._............. UNDERGROUND TELEPHONE LINE "-�"' ''F"!" �� POST -DEVELOPMENT (so X to VDOT CG-9(A,B or C). 10. Where rural area sections are hataged, all residential driveway entrances shell conform FDN FOUNDATION TBA TO BE ABANDONED - �=- D DUMPSTER PAD ❑ ..._._._..._. _. CABLE TV LOTS 66 ,906 of 40.3X to VDOT standard PE-1. OPEN SPACE A 2,327 of 1.4X 11. Paved, rip --rap or stabilization mat lined ditch may required to stabilize a droinoge channel when, in the opinion of VDOT, the Director of Engineering, a the Director-8 FFE FINISHED FLOOR ELEVATION TBR TO BE REMOVED __...-�.J..._..... SIGN t' I - i OPEN SPACE B Z966 of . 1.8x designee, it is deemed necessary. 12. A minimum dear zone of ten (10) feet from the edge of pavement shall be maintained an GTD GRADE TO DRAIN TC TOP OF CURB .................: ® DRAIN INLET OPEN SPACE C 32,902 of 19.8X _�- all residential subdivision streets.. Additiond door zone may be required depending on IFlRON FOUND TS TOP OF SLOPE STEEL GUARDRAIL DRAIN MANHOLE OPEN SPACE D (INTERIOR PRIVATE ROADS) 17,204 of 10.5x the category of road design. 11 Compliance with the minimum pavement width, shoulder width and ditch sections, as _..._..._ __._..._....._...._ _ WOOD GUARDRAIL C PLUG OR STUB OPEN SPACE E (WMOR PRIVATO E ROADS) 42,t?91 of 25.3X shown on the typical pavement section detail, "I be strictly adhered to The aria slope IS IRON SET TYP TYPICAL OPEN SPASM G 414 of 0.2x shall be maintained as shown on the plans. Exceptions will not be allowed 14. AN required signs (stop, street name, speed iimft signs, eta) are to be furnished and LA LANDSCAPE AREA UG UNDERGROUND __��-----.-�_--- �� _.._:.... FLARED END SECTION OPEN SPACE H 752 of 0.5X installed by the developer prior to acceptance Signs and their instaMlon shall conform "Albemarle _..__..._._.._..._._._-_,. PATH to Count Road Nano and Y 9 Y Numbering Ordinance and Manual" LOD LIMIT OF DISTURBANCE VESCHVA. E&S CONTROL HANDBOOK -'..' HEADWALL OPEN SPACE J 402 of O,yr and the Virginia Manuel for Uniform Traffic Control Devices. The locations of all signs '.....1,_..- ..` TREE LINE TOTAL are shown on the plans. The developer shall be responsible for maintenance of the signs LF LINEAR FEET YDS YARDS 165,964 of (3.81 Ac.) 1O0% until the roads have been accepted Into the state secondary road system. The speed limits -.....__._..._._._......._._......._...... FENCE '-=' SEWER MANHOLE to be posted on speed limit signs ore to be determined by VDOT prior to acceptance. The LT LEFT wood IknR is to be posted 5mph below the design speed. � 15. Roadvalidation. Plan approval is subject to find subdivision plat rdidatio n. Should the find plat UTILITY �� - STONE WALL l C SEWER CLEANOUT for this project expire prior to signing and recordation, then approval of these plans all be null and veld. 16. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the Director of Engineering, or the Director's designee, they are deemed necessary in order to provide safe and convenient access. 17. Use VDOT standard CD-1 or CD-2 underdrdns under the subbase material at all cut and fill transitions and grade sag Paints. 18. A video camera inspection is required for all storm sewers and culverts that are deemed Inaccessible to VDOT inspections and are to be accepted into VDOT's maintenance program and ownership. The video inspection shall be conducted in accordance with VDOT's video camera inspection procedure and with a VDOT and/or County inspector present. in addition, If high -density Polyethylene (HOPE) Pipe or Pipe system is installed, the contractor and a representative from the pipe manufacturer should hold a preconstructio n meeting for installation training. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLAT 1. The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the find Inspection.. 2. All erosion and sediment control measures will be constructed and maintained according to minimum standards and speciflcatlo ns of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control Regulations. 3. All orosion and sediment control measures are to be aced clearbg placed prior to or as the first step in 4. allcopy the approved erosion and sediment control plan shall be maintained an the site at thft 5. Prior to commencing .land disturbing activities in areas other than indicated on these plans (including, but not limited to, off -site borrow or waste areas), the contractor shall submit o supplementary eroeton control plan to the owner for review and approval by the plan approving authority. 6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving 7. Ali disturbed areas are to drain to approved sediment control measures at all times during land disturbing acd*Ies and during site development until final stabilization is achleved 8. During dewater�g operations, water will be pupod into an approved filtering device. 9. The contractor ainoil inspect all erosion control measures periodically and after each runoff producing rainfall event. Any necessary repairs or damp to maintain the effectiveness of the erosion control devices shall be made irnrnediuteiy. 10. AN fill material to be taken from an approved, designated borrow area. 11. All waste materials shell be taken to an approved waste area. Earth fill shall be inert materials only, free of roots, stumps, wood, rubbish, and other debris. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. 11 AN inert materials shall be transported in compliance with section 13-301 of the Code of Albers aril. 14. Borrow, fill or waste activity involving industrial -type power equipment shill. be limited to the hours of 7:00om to 9:OOpm. 15. Borrow, fiN or waste activity shall be conducted In a safe manner that maintains lateral support, or order to minimize any hazard to paragons, physical damage to adjacent land and improvements, and damage to any public: street because of slides, sinking. or collapse. 16. The developer shall reserve the right to install. maintain, remove or convert to permanent starmwater management facilities where applicable all erosion contrd measures required by this plan regardless of the ado of any lot, unit, building or other portion of the 17. Temporary stabilization shag be temporary seeding and mulching. Seeding is to be at property,5 Nos/acre, and in the months of September to February to consist a 50/60 mix of Annual Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May through August to consist of German Millet. Straw mulch is to be applied at 801bs/10Os#. Alternatives are subject to approval by the County erosion control inspector. I& Permanent stabilization shag be lima and fertilizer, permanent seeding, and mulch. Agricultural grade limestone shag be applied at 9Oibs/100004 incorporated into the 4-6 inches of sot. Fertilizer shad be applied at 10001bs/aka and consist of a 10-20-10 nutrient mix. Permanent seeding shall be applied at 180Nbs/acre and consist of 95X Kentucky 31 or Tall Fescue and 0-5X Perennial Ryegross or Kentucky Bluegrass. Straw mulch Is to be applied at 80INs/100sf. Alternatives are subject to approval by the County erosion control 19. Maintenance: All measures are to be inspected weekly, and after each minfalL Any damage or dogging to structural measures Is to be repair immediately. Silt type are to be dossed when 5OX of the wet storage volume is filled with sediment. AN seeded areas are to be reseeded when necessary to achieve a good stand of grass. Sit fence and diversion dykes which are collecting sediment to half their height must be dossed and repaired Immed lately. 20. All temporary erosion and sediment control measures are to be removed within 30 days of find site stabilization, when measures are no longer needed, subject to approval by the County erosion control inspector. 21. This plan shag be veld if the owner does not obtain a permit within 1 year of the date of approval. (Water Protection Ordinance section 17-204G.) 22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after the date the land disturbing activity commences. (Water Protection Ordinance section 17-207B) ARV AIR RELEASE VALVE MH MANHOLE BOA BLOW OFF ASSEMBLY PVC POLYVINYL CHLORIDE CO CLEANOUT RIM RIM ELEVATION CTV CABLE TELEVISION SAN SANITARY DI DROP INLET SCC STORMWATER CONVEYANCE CHANNEL DIP DUCTILE IRON PIPE SD STORM ELEC ELECTRIC STR DRAINAGE STRUCTURE FH FIRE HYDRANT TSV TAPPING SLEEVE & VALVE FM FORCE MAIN UP UTILITY POLE F&C FRAME AND COVER WL WATER LINE F&G FRAME AND GRATE WM WATER METER GT GREASE TRAP WV WATER VALVE GV GATE VALVE 6"V 6' VALVE HDPE HIGH DENSITY POLYETHYLENE INV INVERT .. ....................................... _ _ _ RETAINING WALL STREAM / POND / WATER COURSE - --- - - -- - DETENTION BASSN ...................................................... _ - SILT FENCE ® WATER VALVE & BOX b FIRE HYDRANT ASSEMBLY CEO WATER METER �> O WATER WELL 12 _ CONTOUR `JAY 00 INDEX CONTOUR , A PARKING COUNT CROSSWALK ........`... ACCESSIBLE CURB RAMP HANDICAP PARKING VAN -ACCESSIBLE HANDICAP PARKING VAN V N .......................... j................ _ _ CONCRETE PAVEMENT / SIDEWALK ,< : - _ <. RIPRAP NEW ASPHALT CONTRACTOR'S COORDINATION RESPONSIBILITIES I. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/Au PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS. Z. My TIME WORK IS PERFORMED OFF -SITE OR WHIM AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAD EASEMENT AS TO THE NATURE OF PROPOSED WORK AID TO FOLLOW ANY Gtaam OR STANDARDS NIGH ARE ASSOCIATED WITH OR RM30M IN THE RECORDED EASEMENT. 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMI M LETTERS .OF PERMISSION, ETC, ARE RECORDED/OBTAINED PRIOR TO THE START OF ANY CONStRUC'm 4. CONTRACTOR TO VERF1Y ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTS, CONTACT E 4MO FOR CLARIFICATION AND/OR DIRECTION. NNTERPREI'A10 DEIERM 110 BY WMACTOR SHALL BE DONE AT FISAO 00 RISK. 5. THE CONTRACTOR IS TO VIM THAT THE RELOCATION OF ALL COMM UTIJIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED IKCLWW UTILITY POLES: D CONTRACTOR SHALL COMPLY WITH FENCING AHD TREE PRESERVATION SWAM REQUIRED BY ALBEMARLE COUNTY CODE 7. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPEC IWA110NLS, AHD DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY L OCA7IC N OF PROJECT FEATURES IN ACCORDANCE WIN THE PAPER COPES OF THE PLANS AND SPECWA1M THAT ARE SUPPLED AS PART OF THE CONTRACT DOCUMENTS. & CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQU11100 TS IF A PERMIT EXISM 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS 01HERIMSE N01ED ON PLANS) INCLUDING, BUT NOT LIMITED 70, ALL UTILITIES, STORM DRAINAGE; SIGNS. TRAFFIC SIGNALS air POLES,'M AS REMU 0. ALL WORK SHALL BE IN ACCORDANCE NTH GOVERNING AUIHORITiES REQLIREDENTS AND PROJECT S IEWORK SPEWICATOIS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BD. la CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTNNG DAMAGES, N: ANY. AT NO COST TO OWNER. 11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VItGWA STORMWAiHR MANNAGWIT PROGRAM (VSWJ GENERAL. COFt waxia PERMIT (GCP) PROGRAM AS ADMIMIStFRED BY THE WMA DEPARTMENT OF CONSERVATION AND RECREA71ON (DCR) UNDER THE MSDICTTON OF THE EPA. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FILE A GCP N0110E OF INTENT WITH THE DQR AND PREPARE A STORMWAiER PREVEN110N PLAN IN ACCORDANCE, WITH THE VSW REGULATIONS 12. CONTRACTOR SHALL COORDINATE WITH ALL U71M COMPANIES FOR INSTALLATION REQL11RI EN15 AND SPECFICA110NS I& CONTRACTOR SHALL BE RESPONSIBLE FOR SIZE SECURITY AND JOB SAFETY. CONSTRUCTION ACTINTES SHALL BE IN ACCORDANCE W `IHH OSHA STANDARDS AND LOCAL REQUI REklElM 14. ONiRACTOR SHALL DISPOSE OF DEMOINTWN DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, ORDINANCES AiD STATUTES. 15 EXISTING UTLIIES SHALL BE TERMINATED, UNLESS DIEM NOTED, IN CONFORMANCE WITH LOCAL. STATE AND INDIVIDUAL UTILITY COMPANY STANDARDS SPEC IHCATi0N % AND DETAILS: THE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCMCTS. UM 7HE UTILITY ANT EM r 4- LIGHTING NOTE: I. AD outdoor lighting shall emit less than 3,000 lumens. ACSA GENERAL WATER & SEWER CONDITIONS WORK SHALL. BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (AM) INSPECTORS. THE CONTRACTOR WITH. BE RESPONSIBLE FOR NOTIFYING THE PROPER $EIM AUTHORITY OFF W AT THE START OF TiE WORK. 11E LOCATION OF EXISTING UiMJTES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS, AND *ERE SHOUM . ARE OiLY APPRoMATELY CORRECT. THE CONTRACTOR SHAH, ON HIS OWN IITUTIVE, LOCATE ALL UFIDER6ROUD LINES AND STRUCTURES AS NECESSARY. ALL MATERIALS AHD COMM UC70 SHALL COMPLY WITH THE CURRENT EDHTION OF THE GENERAL WATER a: SEMFR CONSTRUCTION SPECIICATION.S, AS ADOPTED BY THE ALBEMARLE =TY SERVICE AUTHORITY, DATUM FOR ALL ELEVA706 SHOWN IN NATIONAL GEODETIC SURVEY. 1HIE CONTRACTOR SHALL BE TRESPON5RE FOR NOTIFYING MISS UTILITY (DHAL 511 OR 1-800-5552-70011 ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (15) FEET OF COVER MEASURED FROM THE TOP OF PIPE OVER THE CENTERLINE OF PIPE THIS INCLUDES ALL FIRE HYDRANT LIES SERVICE LAiERAI.S, AND WATER LINES, ETC: ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES VALVES ON DEAD-END LIES SHALL BE RODDED TO PROVIDE ADEQUA7E RESTRAINT FOR THE VALVE DURING A FUTURE E)MSaON OF 111E LINE, MISS UTILITY: MISS UTIUTY TO BE CONTACTED PRIOR TO ANY LAND DISTURBING ACTIVITY. GAS VALVE GM 0 GAS METER ELECTRIC MANHOLE ELECTRIC METER LIGHT POLE TELEPHONE MANHOLE TRANSFORMER PAD UTILITY POLE GUY POLE MATCHLINE INPERVI = AREAS: ROADS/PAWJNG AREAS, 63,737 of CONC RE IE WALKS: . 16,105 Of PROPOSED BUII.DRK;S: A600 of TOTAL W RV10LKi AREA: 113,442 of PARKING TABULATYA FOR TOWI#IOUSES: REQUIRED PARKIN 2 SPACES PER UNIT PLUS 1 SPACE PER 4 LUIS FOR GUEST PARKING 42 TOW4!IWWSES X 2 SPACES + 42 TOWNHOUSES X (I SPACE/4 UNITS) - 95 PARKING SPACES REWIRED TOTAL PROVIDED PARKING FOR TOWININOUSES: 42 UNITS X 2 GARAGE SPACE 84 42 UNITS X 1 PAv..TTNG SPACE 42 PARKING SPACES PROVIDED - 1260 PARKING SPACES PROVIDED FOR THE PURPOSES OF PARKING PROVIDED CALCULA11ONS - 105s •21 PARKING SPACES OF THE 2 BAY GARAGE SPACES ARE. NOT BEING COUNTED TOWARDS MAXIMUM PARKING AS ALLOWED ON BLOCK C4 PER 1/30/14 DISCUSSION 07H ALBEMARLE COUNTY PLANK RECREATION AREA TAMMONS RECREATION AREA REQUIRED: 200 SF / UNIT -> 200 x 42 UNITS - %400 SF RECREATION AREA PROVIDED: 14,000 SF OPEN SPACE IS TO BE OWNED AND MAINTAINED BY A HOMEOWiERS ASSOCIATION ALL PRIVATE STREETS ARE TO BE PRIVATELY OWNED AND MAINTAINED . z� a N'n W _N Q zon oe Qtiw Wz 'It 14 JJ OV �_ WW q N O N UN e e: _J CO 4LU Q* 1c LL'c &0 W � oil 2rn z c) W a $o.TH op Dr1+P A l? Jimmy L. Taggart .6� 22284411' 4p v� 10/15/18 ti't► s$81 oxaL i'A°` Y m z 0 W A 9 c O U co D w z J w W w O Q W H W W E H W Q C() w H--N W P-d E-r � 6::� Q z H W W DOM. PROJECT NO:16.011 INDEX TITLE: SHEET NO: 2 of 13 `�\ti DATE: 05/08/17 I . I � " ,. / I ( I . . Tmp 32-41 . _` ,11-1 / r ._, __ _,_ N -David- R A 'The , . . � . ­ ,,.�. . _,��. . j I . . I ­­ M _p1aFe 61 M, LV­ -, f__ - ___ __,�, / . � / I ,-, ,_ . --- . 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Y C', 10 0 :) 4�c cl, a' - 14- N 2 -1 , . < D -Z 20 - CC ;U . t q (9 @) I ,;,;�,.* � - �� 0 C) ix jz% > , % *^ -Z W - to -0 rc Uj _j .j _j En � '40 lz,, 6; :02 1� -0 40, ;; � T CIS �1�1 z 9.0 4;t T cm ,W U) (a ;p; I � or 0- � UI cm I CO.- �� �0 0 U", Q L.. � COC � - I . z ON 0 U_ WZ CC CC _1 I. to 4. tu -Ujj LO to 00 C'n "t N �:) (6 F= 0 CC Z,Z, . U r, � m �E 9 ; A z :t A a W �j � �� z 2 0 T 0 n 04 . 11 11 14$-, ru ojp , L .4 I . WA , Q 7./9--", Vp - Jimmy L Taggart I I UC. NO. V� 22841 , 10/15/18 vo,oe \�,#&-VZONAL � < U-.� C) W-4 0 2 . . >_ M 0 �� 0 U_, 3: 1 1 0 U N F4 . t, � z 3�: . ;� � . U F4 �_: rn . 0 LU z W (9 1 co r- r- K_ Uj Z- a � < -- -- < I I ,* ,;,- ,Z�-, _CZ a IFa - a V-1 b CQ 11 a 1-4 . . LU _j < � C-) Cn (/) z 0 �_4 M I I I U-1 M . I I .< 2� . Lq 9 V-41 VQ co 1* I E I , P4 CC . C) C-) Pr-, �4 .-::4 . 11� W��,F_ U W I0. - ._-� i,�,4 Q.-I M n . E--i p4 co , z oe�� 54 0 '" P4 F-4 N �� �� :;;,P- i P-4 .W 2 0 <D U pq Q ll._4 �� � 0 �= i I �>- (::) 4 i E­4 P4 E, - M E-1 r::� U - 5� = . C4 L rA . P4 ,::4 &.4 F-I �.� P4 M F ... 4 C/D :�� = . >__q C> 1-4 - �_4 p___l W ,:4 l,.� = �- I— F_ :2� CD W 1_� = U.1 = Pr-, U) I . DOM. PROJECT NO:16.0119 I I INDEX TITLE: SP3, . SHEET NO: 3 of 13 . DATE: 05/08/17 PROP. 12' END SIDEWALK GRASSCRETE ACCESS (SEE DETAIL THIS SHEET ) 20' EMERGENCY ACCESS EASEMENT DB 5103 . PG(612-6_ X -- - X 4 s USPO-1-3 �/.(2) BOLLARDS X1 15 WITH KNOX BOX ACCEc_c 13 86 WIDE LANDSCAPE EASEMENT FROM PRIVATE ACCESS DB 612 PG 612-6 t / II ASCA 20' SANITARY II NOTE: p 0 TEMPORARY TURNAROUND VISIBILITY OF ALL MECHANICAL EQUIPMENT _ SEWER EASEMENT EASEMENT TO BE EXTINGUISHED FROM THE ENTRANCE CORRIDOR SHALL BE DB 5103 PG 612-624 PRIVATE ALLEY UPON EXTENSION OF BERKMAR ELIMINATED Qo EASEMENT DRIVE DB 5103 PG 612-624 20 DB 5103 PG 612-624 --- X THE ACSA WILL NOT BE RESPONSIBLE FOR o" au TblP 32-4iD2 10 ASCA WATERLINE _ - - Edlich Drive Realty, LLC EASEMENT X X X--- X X FHA S54588 WE - THE REPLACEMENT E IONCWITHIN OHETHE GRANTC ETE IF p% �Z Zone: M DB 5103 PG 612-V4-- X PRIVATE ALLEY Use: Warehouse ___ X ____-- X X __- "N PARKING Road i" REQUIRED. EASEMENT X _ - X X ___ X __-- X " Signs ROADWAY TO BE p oo , _ - SI �G-2 ' " EXTENDED BY OTHERS SUBDIVISION LINES ARE FOR �? � ¢ N DB 5103 PG 612-624 10+ 0 PER OFFSITE OAD PLAN =o z �, _ X---- X 'r' �? INFORMATIONAL PURPOSES ONLY. �q' X S55'36'50' 488.34' X -- X -._--- X IVATE DRAIN of 0 !� ESMT DB PG "NO PARKING I 311 + 0 CG-6 10+ 0 I w® o FIRE LANE" <SIQEV+IA Lot 613.0 i I I I I Stop 2" BOA S SIGN PfOP. 5f COC. Sign " , a�Ed to .o GF=612.�' I II ISri ` N TYPE A Open I- 1 3 1 0 40.0' o m (1) 6 G Space C Tot Lot & Lot 13 12 Car i ASPHA i 2-Car n#.;.]1 Garage I DRI I 1 t 11 2 T , s 15" N PE 25FY 4�° a�� 32,902 sf Active Recreation'^��. (TYP) ( W i Garage�_614.0 --VARIABLE D.TH SIGHT I a °'z �OOOa Area 1 I _ (Typ.) ,F 613.3 : DISTANCE ASEMENT l $ _ f14, 000 S f 12.0' Lot 14 I Ii _ 10 DB 5103 G 612-624 0 ® ° x \ 9 . ` ��;��0aq o a' FF=612.0 16, 1. I I Ili 61 AG 0 BEND PRIVATE I I F�'=613.5 h PRIVATE ACCESS, s'�� �� �°� �1. GF=611. c, I MI I G =612.5 b`0' MAINTENANCE & TH p ACCESS & I I Y LANDSCAPE EASEMENT $>,-U F P o 5 MAINTENANCE 10.0' I WAT R 0 I I DB 5103 PG 612-624 O�� 60 �' Lot 15 I 1 �, . Lbt., ` °� EASEMENT 1 1 CIF'=612.5 1 ��,��� Oa. ten' FF_611.0 i MET R � IN I DB 5103 PG 61 GF-610l7 I ( ) 3 I ( o .+ < < � ,oF y> 1 Q & �0�05�g 1 - I G��'=611.5 I� PRIV TE ACCESS I TMP 32-41P Q) s �,5 > .\ \� �� 0 0 1 A Zone: PD-MC \ r, 1� r 5°� •s h xs \` 5 Lot 16 2-Car I ;� i >. MAINTENANCE EAS NT Post Office Land Trust ° `� 0 Gara e I Y t 8 DB 103 PG 612- Jimmy L. Taggart �,� o �� `� 0 FF=610.b 1 I ( 1 \ Cs `1r�' "�'\� o°� �B' `- o � '� �60 0' GF=609.'7 g i 3 I I Si F=611.5 ,� Use: Residential LJc. No. �p 22 4�°� c1'. `L o , 4 O 1 C �i �;,0 �j• 1 (Typ) 1 I I I ��.�5 1OJ16J18 �1 ,��,°'`�� `` \ , 9B \ � %0 yo,`°00 . • CONC. SIDEWALK ° C .. :.:PROP.5 :GONG: �iDEWAL'C g8j01(,L eo�`3 •. \ \ ���r�0 �' ' ICJ I m �,\F 9 \ \� 0 1 x i 1 1 N I gin' I �u 20 r2`-{•/, <yq ... ,.. �' `500�'.0 �� 5 �� o0 8.. '' ; \ �' v Lot 17 i I I I I ILot 7 n, ,,n . �-, �2 ' co < W FF=609.10 1 I I IFF=610.3 I I i li q a A / C 6��,� '1'F �� ��� 0 \` \ \ !j\`\ ,� GF=608.� c�li I G 112 1 1 I +. rGF=609. c� / o� `� .# ���0� \ \ '>> NO PARKING 1 o m �, ' , 0 0� \ FIRE LANE" .z 12.0 Lot 18 i 2-Car 1 _ A P ALT 2-Car 1 ^OI / p o \ p• SIGN �608,0 Garage i i _ I AY 1 Garage I Q I w 1 �\ s � � 607. (Typ.) 1 9 1F'F=609.7 2x o ) (Typ•) qF=008.7 �... s o- \ -1-119 ±rl �t�°�� Q' \ . \ Lot 19 i I I I '0 i i 5 Q v FF=60710 I (N 1 �F=609.0 , ' * > 'w o I O . fn 20 ACSA o o GF=60617 0 �- I I 3 WATER ESMT .� 1 PF=608.0 8.0,. x \s `,'; 11'�',5\ �� DB 5103 I o } PG 612 624 1 I Iot 4 .n o m 'SaO�``�' \ \ O FHA FF=606.p I 18• (gin 1 �. �n I w a w z ` 5 o GF=605.n i I i F-608.3 :; v 4� 50 \\ MI _ I ICF=607.3 Q Ci dA \� `\ \ � '�'Fs\ Q I �t a ASCA 20' SANITARY � SEWER EASEMENT / ����°'\ \ \ �f^ �T \ NO PARKING o I 1 !.dot 3 v " Y 31 ' \ � �� 0 c,° o `\ '� ` FIRE LANE '�' 1 IFF=607.3 DB 51 3 PG 612- / \ �� , a`' SIGN _ I ' n �� IGF=606.3 ° 1 G AREA OF PRIVATE �,toP C m ACCESS EASEMENT �� ��� H `, Sin 22.5 1 t 2 40.0' I I u ADDED TO GRAND / Ali'. �. , FORKS BLVD pND �o �� L \ `� �: �p 5°' p o `0 a' I BEND, q=605. 56.0' F to FC I x L co 0 LAUREL LANE / ?'� �' �,, qi�j��, d�� ���, ot�`'' Doi 1 �\ �� x _ 7 W DB 51013 PG 612-624' 'I'g q�c \. a9? \ , ' �� �.�� " " La 1 ' r• n �cF FSS �h 0 ,Q \ 81 x6 E Fl♦;=606.0 g'`` i�S� _, Epp _ ENS. (1)18"x6 ;RED G605.0 o a o 0 0 R 6 V _ - Laurel Park `Q�r �o �. N .1 b, `� c° x Subdivisiont, 0 20' ASC WsTERLI E EASEMENT Zone: PD-MC � / O �` `w+ �. \ 0 0`. h Open Q' - DB 5103 PG 612=624 w .' �50��� 1.25' BEN \ ,S`pr�e B Q Use: Residential `��� / lo�f� # i'��o' ,� `\p �o `\ \ *45' END* °,9� a .. fX C x 2, 966 S.' � cn G a�00� \\ E X o° Py 4 _. ; G-12 RIVATE DRAIN GEC 0 0 50 PAINTED o C\g EASEMENT BUSHWOOD ALLEY STA 10+55 *45' BEND* ►--{ �q�� CROSSWALK DB 5103 PG 61 -624 PROVIDE RESTRAINED JOINTS co U o �;,.:t ITS AT BEND, PLACE c� en . H P'.. m MIDDLE THIRD OF WATERMAIN BELOW CROSSING w CqA p IQ <,2 ONI1SIX3 _ W r� .oc F 4 11 ,5 1 pace A _ 6" DI, 45' HORIZONTAL BEND IS 8' ON EACH fYi a o o Fqs, `` t:I>, �� 2327 SF c°4 - SIDE OF BEND VARIABLE DTH PRIVATE W LANDSCAPE �\� �•� /' TO BE EXTENDED EASEME T �# �'� t. >- A,. 6. 4 DB 5103 DB 5103 / o� ,r • ,.. \/ . ��� , � ' \ '_.._' cq PG 612-624 PG 612- �`LU ° TROWEL MARGIN w 3/88'IRETE AGGREGATE / / �p� SJ ;A. µ > . P�oSe � ' 1. \ y�� Z .-� Cq m qf t.L '.CON ' �.. 1•.• : :� •., i ��. / EX FHA '�C`> 0 ,�/fir 5 s A ,`Z a#.• - STANDARD EDGE DETAIL . EXPANSION JOINT AT 0 I I I --+-•-I ..• MAX. 50 FT. CENTERS TO BE BITUMEN \ u.� y . • � . � / . � � . � ,,a 4 - IMPREGNATED FIBER BOARD \ 4 t�• �" CLEAN AS1M `-33 SAND ro < e, •• v n o o o o 0 0 2' - s" MIN GRANULAR SUB -BASE 3/4" MIN. DIA. AGGREGATE / ,� � '\ � _ \,1Y ��• ,`\✓�� /\ 0� EX. \S-4 �� , Hollpwad Towneenter MIN 6" OPTIONAL DRAINAGE BLANKET OF CLEAN CRUSHED \ Block C-4 STONE OR CONCRETE WITH NON -WOVEN GEO-TEXTILE TO / i_ / \ tioi \ Zone: PD-MC FORMATION AND NEEDLE -PUNCHED GEO-TEXTILE COVER. LAID / Use: Residential LEVEL FOR SUV-GRADE FILTRATION OR FOR RAINWATER / � ; . / \ 0� �, \ HARVESTING rl__�GRASSCRETE DETAIL -US- STANDARD GC2 GRASSED VOIDS- SYSTEM— ----------------____--_ -- -Fs3, fir° `• �°e `��\ � � � S P 5 NOT TO SCALE � 1 r ` 3' FACE OF 2' NOTE: RIVER RACK GARAGE MAKE GRADE TRANSITIONS AS NEEDED BETWEEN RIVER ROCK DRIVEWAYS ACROSS DUAL EDGE OF THE ISLANDS TRAFFIC PAVEMENT RATED WAS ECK POST METER AS NEEDED RIBBON CURB PRIVATE R.O.W. (1'-WIDE) TYPICAL DRIVEWAY ISLAND DETAIL N.T.S. �O E--i . M� F-�--I z W E�-i W O W W f� �o LU r 07 DOM. PROJECT NO:16.0119 INDEX TITLE: 30 0 30 60 90 SHEET NO.X of 13 SCALE: 1" = 30' DATE: 05/08/17 DITCH SECTION (Dl) NOTE: THE ACSA WILL NOT BE RESPONSIBLE FOR THE REPLACEMENT OF THE GRASSCRETE IF EXCAVATION WITHIN THE EASEMENT IS REQUIRED. SUBDIVISION LINES ARE FOR INFORMATIONAL PURPOSES ONLY EvArAlmll Q10 = 1.24 cfs V2 = 4.15 f/s n =0.03 S = 10% d10 = 0.37' EC-2 Lining 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) ELEVA11ON OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE LOWEST PIPE CONNECTED TO THE MANHOLE 2. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE MAIN SHAL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 27. (1 /4" PER FOOT) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM DIAMETER OF 4' 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. 4" LATERAL SLOPE @ 2.08% (1 /4' PLAN ,�ANTTARV SEWER. SERVICE LATERAL T NUT TU �iUALI 30 0 30 60 90 SCALE: 1" = U j �"O 0 iii jj rn � 0 \ Z ZO a=aft s oaf w I i om ,N roc 4w W ,so00cm z, I z 0) w . o 0 a �I I w �0:j.s8 op r r 97.E �. Jimmy L. Taggart 22"1 �► I.:, A LTr7<r7 O O CQ o � A o U o U .1i wl M rTO O � � O W WE-, 0 I� W � � O O W H W DOM. PROJECT NO:16.01191 INDEX TITLE: SP5 SHEET NO: 5 of 13 f �o�ti DATE: 05/08/17 LANDSCAPE PLAN LEGEND: AF - AUTUMN BLAZE MAPLE QP - PIN OAK FA - ROSEHILL WHITE ASH CK — 'HEART THROB' KOUSA DOGWOOD SR - JAPANESE TREE LILAC TREE CANOPY CALCULATIONS SITE AREA= 2.80 ACRES (POST DEDICATION OF R/W) 15% TREE CANOPY REQUIRED= 18,295 SF TREE CANOPY PROVIDED: PROPOSED CANOPY= 34,441 SF TOTAL TREE CANOPY = 34,441 SF > 18,295 SF OK eU U w = N co N� Q0 Zr . II X y _. Xz\ . ZO U rn - X Pi�4VAiE DRAIN - 55 _ _ 11 + 0 CG- 6ro i 10+ 0 o E5�Aj Du \\ I _..-,-•--- "'""""....- fC"'ti \ / :>� Lot 112 �Iy/� I `�• ° I I EQ ,.,..,._- •••,.., . ' '_".."....-. X .� �i t �L°�� . > .� . ..•.... 't ly 3 i'tX. "" G d CI. Y' Lu -1-3 / / �y�°i �a`=Ci1�. I I I f I O 'F ace C'0 . Lot Lot 1:3 i 2-Car i I _ 1.7.07.1 2-Car I t #1 a: �� 1 -�•� /` t�\ r,_ ' Garage I G ° I Gard e I I } -u �� ----•�`, �, .a. .. ,�2,902 sf Active Recreation � "-61 . / � � ;,�., I � F =61�.0 �,rea lr = � ." tTy (• I I I(Tf(?.) (�11''=f3 b ( y"IS 0r }t ,.,,,»".,."..,., -^_. • ,� C. \ Z ` a7� F � % J a�3J x t. ��4-1 , 0 0 0 � t ` a / t Lot f `i I I oo I � 8, 2/0 1 I '••...... X1 �-\` / ,`� _ TREE GRATE i 1 I 18.5 I H (�) Jimmy L Taggart ,Q1%a ,Lot 15 I f 1 Lpt 9 Y 99 S � `� / `� � \" \ ``` � � �`�- ��� f� `� 4a• � � , V; 1 I t 4 , I PRIVATE ACCESS, 58810NAL sg�0 ��'' ,� -� Lot 1 , 2-Car t I MAINTENANCE & T,3 '� ri` � {s�% >; /'tF 610� V,GarU e i ° \° Ql g I -- i r.�611.5 LANDSCAPE EASEMENT co ao \ `v ` `. � °' / p � � \ G ' `� 1 GYP) 1 -1 � I I � / � `�' I F=610.5 DB 5103 PG 612-624 C=' w ��/� ry�+ {i'`/•j(�� �`\ �}p/V/ �� 1 \\ V � � 1} �"� ei�(''g` + [( j ..� ¢.�• .. .. a L..--��r'" Z I' L..m.• a. �.._... a.. a.�Y. H+S.,..1 •"`..... I � {{ O O } S J \ \ °)/\�'1}i.'•fY'/�-"y}Y'� ` '.k/` �" �\y ���"i.i ( �J/ ••,r " I .--_.— -- — _"1 I i m f •� ,fir �'y,,a 1 \ 'r \`\ �C ,\ \ ` `\\\ I a0- • I10, 1 /a t°"'xw. I uj \ Q Lot 17 I I, fi ._ •. 1 I Lot ; Y I 1 1 I �'.�`-=C6310.3 I i V `qw,0 � Z �'r. =60 . I I I + - II I li`�`r,�`= 09. �4j 1 mN I I ( I U qA °y' ��` / J \ 'aLot 18 G-J D ti j2-Car f oo I iCir 1 / \ C6 . 1t� } Gara e 1 s1 I 3.1 I I j p s ; i I ° 1 N081 t3 I ►� ?-6' .>' ` �l'�� t�'� ` trj• \ `` o. {"rf'r=607. (Typ) 17,2 W i tt�aart7 097 A QL / \ 1 3 CQ - ` "a((��e %�! 4 a o `'�°x' " - � %i . Lot 1 i/� i Q I 11.y(J�% i Copt a co Hwy A w z P[�f \ ti " FF 60710 c3 -� I I 1 !'•=609.0 z f+�l Ch �/�' 3: � i�"� as Xb �� 3% u 606 7 'ii I i ' / / cry a. A \ � \ \ • \ � ,�� ���'%� ` \ cy*z, �:1 ` �/ \ C;�% a C`'� ` 1 � +, t •. `. � I Lot 20 1 1 I 12;[DI t tEj U I I �' fi08,3 I �\ ✓ r,�„s ��� •'\ •>• ��'������\1 `� ` \ �'� E ���`\ ��3l�1 �r.s�,"�i4i�.11 I � I=1307.+� `�``` ` {1 \ /% f�ti �zti y i 1 . 1 i LotTM 3 F W �'/) t I 1 _ \ \ to q• 4 L9� 't f `. `.. ��'1`' ry �m ! ---- 1 � �,F'I+"� t6!? /. 3 v . \1 I � o �n co SF5 s�, \ Cs ���� �C j o°t // Cz , `\ `� \ L ` I �G f -006.3 6'X4' z w �° 1 f £' TREE GRATEo i . t� r. > "y Sl n 1G1�J 1 dot I° np �ja, 7� S a s ," a � K Ih j I i €� '=6f?6. 7 Ia 0 0 0 ''' co Key I Quantity % I Botanical Name Common Name Size r Cal. Canopy Total Canopy CANOPY TREES AF 27 19% Acer x freemanii'Jeffersred` Autumn Blaze Maple 21/2'" 397 10,719. QP 35 25% Quercus palustris Pin Oak 2 1/2" 370 12,950 FA 26 18% Fraxinus americana Rosehili white ash 211211 143, 3,718 ORNAMENTAL TREES CK 35 25% Cornus kousa 'Heart Throb' Heart Throb' Kousa Dogwood 6-7' 128 4,480 SR 18 13% Syringa reticulata Japanese tree Lilac 6'-8' 143 21574 141 Total Trees .,\ \ / '\ \ `^d�Y/ • {�, `\yyy t„ \\\\ta „M1^ •�`' �,1� .Clo i do'sy= V+�Vg �6•,0 ¥('�': I \ % `*� 1• `'��, \ ... CS,W .i /, `'w •� II ; E A=60a.l.0 I W r-1 / � �ti��, \'rsf'��•� �• � ,. e aj 1 ����/� �J� rl�� �;,)�'�\gt`\\ / ��S° � �"`,� `� •'°. Q� � �" '""., �� �• 1 � � \ / ,,ss> z z \ •v� / �Cd \ \ ~ \ "�'� \ \r, Y. "�. ��+.i �� !9 � \\\ \i`'.•� , '�4 � � ^ 'r � '/' • '� l • J (�'C.kA.` � � V ,L' V i.i Q t% 2,966 `°, f �•° ��'' \� \�- �` ����' � \\\\ t� b;a , . •-M-•-._°_„_- • .. �: ��,��� � fa � � Cam) y \ •, �, o��g� •\ . �.,q .�- • �„,..,.�; . •, - LAN SCAPE. EASEMENT �, Canopy Grand Total '''' DB 6103 PG 612-624 co `s 72Lli Space NOTE: STREET TREES IN SIGHT DISTANCE EASEMENMTS TO BE PLANTED SO THAT THE MINIMUM HEIGHT OF THE LOWEST AUXILIARY BUD IS 6 FROM THE GROUND. z cv M IV LL STREET TREE REQUIREMENTS 67 FEET ROAD FRONTAGE) GRAND FORKS BOULEVARD 4 FR 12 LARGE TREES PROVIDED: 7 QP, 4 FA, 1 AF AT LESS THAN 50'. SPACING / �� <, a :� x -''l r ' :. ;N� cs O LAUREL PARK LANE (190 FEET ROAD FRONTAGE) 4 LARGE TREES PROVIDED: 3 QP, 1 FA AT LESS THAN 50' SPACING BERKMAR DRIVE FRONTAGE FEET ROAD 310 \ �`� .5 > ( ) / 10 LARGE TREES PROVIDED: 4 AF, 8 QP AT LESS THAN 50' SPACING ~ f — `� o NP EX4 ` / — �� r (E PLANS. RFocr LAYOUT & SPACING) W f 7.5 i THE. TDIS J C7 (SEE M%CU TIONS) W 1-1/2* SQ OAK MAKES (SET 1W APART) 49 C/) . MUSHED GRADE41 Q APPLY 3" -1 (1R= AFTER PLANTING C:) LL! & TATER 7 DROUGHLY) ��p �rp� �p�} 6 —0 F— �\\ 4" COMPACTED FARTS , " I"7 O 1fATRRIIIG BERM H—� w 4 /� �� aye ��� ,/' � .'•'_. ��,o'�• gM191G GRADE DOM. PROJECT NO:16.0119 INDEX TITLE: RKHOVE BASP6 FROM TOP 1ij /3 OF ROOT BAIL PLANTING PIT 30 0 30 60 90 ` SOA LX BAIL DIAMETER (IM)4 (SEE SPE MCATIONS FOR \ EXACT REgi IL & P s, 6 of 13 M IN in \PLANTIII�DSo�)PLANTING SHEET NO: SCALE: 1" = 30'`\� 9 TREE PLANTING DETAILBoll \ SP6 NOT To SCALE 7 V �o�ti DATE: 05/08/17 O F'E•i i LOT 2 1 LOT 31 LOT 4 1 SPACE f I I LOT 5 1 LOT 6 KINDLING . .>....a'--Ra5,�, LANE P�'.4wS tEETv�A1- UTILITY EASEMENT AUTOTURN EXHIBIT ..................._...._._...._._._...._....._......__......._._._....__...._._._.__._........ SCALE: 1" = 50' 49.0 (7' — — 9. 00' 21, 42' Fire Truck — Albemalre Width 9.25' Track 8.00' Lock to Lock Time 6.00' Steering Angle 30.0 i 2-Car , FF605.0 Garage 11 I F-695.0 jot 24 / tp / ! I.MF=606.3 96 3 609- �� 90 le C =694.7 % ,deck gF= / 610 -- 22/ grs,..- 1�96.71 /� 626 /g fi 59610 LOT 50 0 50 100 150 SCALE: 1" = 50' 620 615 610 605 600 595 590 610 605 600 595 590 585 LINE OF SIGHT PLAN SCALE: 1" 50', CADDY ALLEY SIGHT DISTANCE PROFILE (RIGHT) HORIZ. SCALE: 1 "=30' VERT. SCALE: 1 "=10' 1 , _ . -_.._-___- , -_-._....___.._._.__.____.._.___ _..___._ _._____ _ _ _---_.___,_ __._.___.____ i t 10+00 11 +00 12+00 BUSHWOOD ALLEY SIGHT DISTANCE PROFILE HORIZ. SCALE: 1 "=30' VERT. SCALE: 1 "=10' r/ r N<�. 50 0 50 00 150 ■ ■ ■ ■ ■ 620 . 615 610 60.5 600 595 590 , .___.__._— ---- --- -----.__..__.__.._ r ►r o�r��E�__ _._---------- OF "--______.�._.�.�_�_ 10+00 11+00 12+00 13+00 14+00 610 605 60 Q 595 590 585 A. 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U0 599-ja 594140 108.710 4.40 15 14.68 7 7� Q 51 2 EX3 1 0-59 0.75 :0�59 5.0 7,24. 4.27 0.00 -7 599� .4 599.28 40.891 1.13 15 7.44 5A6 G.2 1. 3 �3: Qutf�jt 0 5a G.N: '0A -... 6,:Q .24 336 596-�4 694.4.0 64.770 2.84 16 11.79 621 0,44 4 1: 0 .25 085. 0,.21 5.*0. 7:24 7.2G .0'.0.6 686.1:0 58173 86 540. .5.05 6,15 0,24 0,43. Q.,46 019 6,0 7124 1.40. 0' .0. .58.8. �,00. 580,20 62.981 .86- 16 1.182 230 .4 Ut 0"62. :0.63 5�O 7;24 4.53 0M. 588.33 586.20 1 106.472 2.00 15 9.80 4172 0.49 i If 1, '00 4F I lit * 1Y STORM SEWER PIPE CALCULATIONS STORM SEWER INLET CALCULATIONS A6 4f A- X- X- X_ X X_ X_ x- x- X-. x- X�- x- x- X_ X_ Al) Qjru X x x X-X-x ---"X-X-x-x PRIVATE DRAIN X-.X- x x - X­�- x- X_ X_ x-' ESMT DB PG X_ x _j SRO �x S55*36'50"��" It 488.34 r A, _1W ""AWE& 5 _646- 5' PE -2 DA 5� -CON" A 0.43 i........... C 0.45 0 C'Xl Pen Tc 5 min SPdce C ...... 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(fv ft) MY #0 00 4 0.07 5.0 5.69: 0.64 0.26 2.50 2.50 0.00 100 Curb Q.050 2.00 0.0&3 :Q,Q2 2 EX-3 0.59 a�O 5.69 0.75 3.36 0.00 G;86 2..60 26 8.00 Curb: 0.083: 2;00 0,083 0-.020 041 3 :3 0.58 6.0 5.6.9: 64 0.00 2.11 -647. 82. 6,.06 -Curb 0:040: :2;00 O�:083 .0.0-20. 10,24 4.86 4 1 0.25 :5,0 5.69. 0.65 1.21 2,28 349 Q,00 loo U0 -849 2.00, 0_08�. :0., 20 8.,:32' 2 0.43 5,69 QA5, 1.10 :G 100 a g :00, .0, 00 3 Q...7. �0.74 L 5 1 6.69 0162 3,57 0,00 2 35. 1,22 66 6.00.: 'Cur�. UK 200 0,083 -0,020 0,28 4.74 Wei 0 Y C\j W a 0 0) c\j 04 Z :55 K 0 go g ,4-b (-,) 5 i5. %* 520 %, 5:Fc W z qr -A;t x cm ON) 4 too) Q v" %I:t 0 U.., cr.� cc ib; 0 � CO) %14 W LO 'K" c0\1 9 r, 0 f- 29 W 0 az X ,�,UTK ojp Jimmy L Taggart Uc. No. 22841 61 CO co 0 LU 0 Z z 0 M rn P4 z 3t U co LU z 0 cn LU 0 CO 1-4 1 0 cf) 0 LU Q0 c:) cf) z 0 E-1 z E-i 4�_ �4 U C�d C:) C-) z E­` E--� E-4 E-4 C/D C) L)i P c:) c) LU DOM. PROJECT NO:16.0119 INDEX TITLE: spt 0 SHEET NO: 10 of 13 DATE: 06/08/17 .......... ;CONCRETE dUEIIC YMnk Typ, Wl L I I IL I Z, sp ca Z I I 1. ­:w TATE� . �A_QNG - lll��T I. &I E 41� ... . . I t.: G t.K - .... L�ETE Z004E; CLASS A3: IF ��. 0k� $1 IF .................... M,: PR ... .... ..... ...... ...... a - ­� ­­­­ � :.. . R. AG ............... i 1 i: i: ::?.;; j � DITP U TEO S, TQ �011': LET �AT . K:RFQVWEQ:QN PLAN,%: ...... ............. BRANCH RPRQMAATF: QUANTITK"fl [0. 2 . 4 3:c��Y.j 63,Ln, *E:3 U= f'CR USE JAIL WHEN USE ADJACENT TO CURB WITHOUT GUTTER ----------- :*.' :.i b 'APPROXIMATE QUANIITI .... . ...... . ..... ............... ..... .... .... . . s w : : � : (wHEN:'INLET: IS 'LOCATE �': :,: . . :: :::. . : . : , ! : a : : ; : a : : . : Movt:ticikt�i:: , A80YE. h10RtA...: D H'GPAE): .... ...... .......... ...... d ........ ......... . _1 SHEET: Z: QF:3 .;l%:.:.:..:..:.....:­.l .... ........... d .. ......... : . .. . I I I -SHOWING" BRANQU T[E IN' .. .... ... . . . N T-S INDEX TITLE: T--% A A AP��OXIMAT.E-.:QUANTITY:.F.OR�:OME::CUR.TAIN. WAU", )4EASUKD. FROM UQTTQR PF, OTTER: : : d q .. - , — - -4: CI ..:: ...... 61-7k ...... 1)1�78. ....... I ... ....... 24176j,:� aw Ybs�, j !��R)): 2148 51fC.M.'rO ROAR ND 51"MD's STANDARD CURB DROP INLET SHEET I (W: 2 30" PIK= MAXIMUM DEPTH (H) 8' �33............ voiqjaa WAAfwMT: q Tp.44kQlAnott JQ2 MDI-3 DETAIL-- P11�NO T�T 0 SCALE . . . . . . ..... ... ...... ... ...... ........ .... : ...... STAND IA DRORINLET ...... . . ..... 'ARb:;'::M50 REFERENCE:': .... ..... ... .. ... ..... ... . ...... . .... .. ..... 4.2�!TIPE 1211 JQ'w * .1 w .... ­ ........ ........ .... .... ..................... ........ . W164 VIRGI NIA DEPARTMENT: OF PAW00ATION: ....... ..... ..... . ................. .. .......... : ..... :1 ..................... ........... ......... I ......... 2� D 1 7 DETAIL Sljll I NOT TO SCALE' FIG. S-i B V I I (13 MANHOLE, BRANCH. TIE—IN DETAIL DRIVEWAY CLEANOUT DETAIL., spi I NOT , TO SCALE SHEET.NO: 11 of 13 �INOT TO SCALE DATE: . 05/08/17 fl mi .................... 5'CONCRETE THRUST BLOCK DETAIL D12)WOTTO SCALE 1:1 4' NAMEJER,.ARANCH :015 VAL.VE-;.­.;'­'.­_1'_ WAT , R. MAI N._.- 4/10 ama TYPICAL SERVICE LATERAL INSTALLATION NOT TO SCALE ON U (TYPE, joih.IT FlTnNGS: �TYPICAL BLOW OFF ASSEMBLY SP12) NOT TO SCALE .1. p Luo I , I I u 0 cq .................. c, ............. ..... ...... . . . ......... ................... . . . . . . . . . . . . . . ......... ............. ...... IN C) -Z FOUNDATM . I CKY FOUNDAT104.-MATERIAL -: :GOOD ION; ATE -R: .�'RO Cc Lu co 's 1-'o: P05T WITH PLACE 5' GALVAN IZEE :,�APPEVDID SE MAW018.... ,REA$. WN: MAY BE WWWT ....... 4APIKER WCA3 ... ... Tip. AIGHWAY DEPARTMENT ARFIROV4, . . . . . . . . . . 2 lift, c� RAW& k* Q OR 40b, col IL ......... $TON r (4 W U) E CC,,,, 14 �9 ROCK TABU SOL A0jU$TAeLC-. YA' VE L :u 2 .- - PAP EDOMM .71411V ENO R&MOM. AL 1U� z 0 T �R ':t '�RPCK AfN D 7 1 JK': ':PIPE OE X 's -To, I N - 0 Rc x-S, EST M, STONS V: DING OF W SEP % �A4 A TINE SOL: OR' b,031. of -IN TO P OK: SOL: UNDW—BUT CONDITION: FOUNI)ATI)ON VA KNk OAV Y&K 97. 4 *"'U" If op REMA13 71 ro 7. 1- Jimmy L. Taggart a 'a Lk. No. Lk WITIAL: 0A.CKFILL. 4N 22841 14 4A 15/18 . c.,.*eer ZONAL 'STONE. U RAhALAR VILL. AS, WATER. NE IDAV TYPICAL GATE VALVE �l 2 NOT TO SCALE DUCTILE IRON WATER PIPE INSTALLATION & BEDDING 12) NOT =T=: 6- SCALE � im Lu z z 6i < z Cal ol w w:1 0 z C) z E­4 C:) z P4. u F-4 w O U C:) E­4 E-; E-1 E-1 co P-4 o p F_ 0 I LLI Lu DOM. PROJECT NO:16.0119 INDEX TITLE: SPI 2 SHEET NO: 12 of 13 SANITARY SEWER INSTALLATION DETAIL 8 TYPICAL FIRE HYDRANT ASSEMBLY DETAIL ?12 NOT TO SCALE S12 NOT TO SCALE ---------- - DATE: 05/08/17 J VKJffff2MAM MRSMONOWMMUMMMOMMava d=WAMXK� I " .4 .NAT NAL. n, - .. ..... TO .. . � . . . ........... ... .... , I � Dec eA Iva_ .1.1 . I. .... P....t .. 5ell 51J.044 I . . I I . !, CAL-4M 13070 .. I.. I.. I. . 1 . . 125 1. . LIGHTING 40,K-UNV TP3 . :LED, L.UrWnaiee 80L�53- 1� I A I � $QLUTIQNS . . I . . . , . ALUMMM REFLECTOR. . . . ... 40KJ6� � I . . I . WITH CLEAR LENS . . . . . I. ... . � .. I. .. � 1. .1 . _.. 1. . .. . .... , . i NATIONAL CALnlr72�32L�5��: � � � oecora.Ove Beli Sha Ped: 1 1 . ... 11.1­_�"? . I ­..­ . . ... CAL­I�T2- I _ . � � I I ­� ... . I I 5967 � . 1 ...... 1-- . 55 . . 40K�QNV . :Lumlaalre. LK) ... . 34�53 - I Y B .LIGHTING . SOLUTION ' 1 ..._5 I � . . : - L.UMINAIREALUMINUM: . . I : REFLECTOR INITH: CLEAR . .. . . � . . .. . � 40KIES I . � . . 11 . i .LENS . I 1; I I I . I . � . . � I I . . NOTE: � . . ' Each outdoor I ' urninaire equipped with a lamp that emits 3,000 or more initial lumens shall be a full cutoff luminaire anged or shielded to reflect light away from adjoining residential districts and away from adjacent roads. 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