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Home My WebLink AboutSDP201800050 Plan - Approved Final Site Plan and Comps. 2018-11-18IJDD 'IDN 0 0 K H I FINAL SITE PLAd APPROVAL DATE DEPMREMOF00M MfYDEVELOPIM PWNEA201✓NG E� JZ- 1 I' I t ENGINEER INSPECTIONS ARB // DEPARTMENTOFARERESME IIIIP IF AlBEA1RIEWUNTY3EAMCEAUOMWIIY �.J/1.1 O _ �r//9//C VIRGINIA DEPARNENT OF TRANSPORTATION NE&TH DEPARTMENT r� TAX MAP PARCELS TMP 46-19B1 LOCATION OF SITE ROUTE 29 (SEMINOLE TRAIL ROAD) AND STATE ROUTE 643 (POLO GROUNDS ROAD) RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA J M., 1A' L1��1J� _ _ IAA Pi> a, LOCATION MAP COPYRIGHT ADC THE MAP PEOPLE PERMIT USE NO. 20602153-5 SCALE: 1"=2000' *OWNER: •APPLICANT: CROCKETT CORPORATION RIVERBEND MANAGEMENT 435 PARK STREET 321 FAST MAIN STREET, SUITE 201 CHARLOTTESVILLE,VA22901 CHARLOTTESVILLE, VA M02 (434)245 932 CONTACT: ALAN TAYLOR PREPARED BY BOHLER'" E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 VA@BohlerEng.com CONTACT: RYAN T. YAUGER, P.E. CONTACT INFORMATION REFERENCES ♦BOUNDARY & TOPOGRAPHICIALTA SURVEY: "ALTAACSM LAND TITLE SURVEY OF THE PROPERTY OF BRASS, INC" PREPARED BY: ROUDABUSH GALE PROJECT NUMBER: V152000 DATED: OCTOBER 18, 2016 RLAT SHOWING BROOKHILL BLOCK 4 BOUNDARY LINE ADJUSTMENT OF TMP'S 45-1983 AND 45AW PREPARED BY: ROUDASUSH GALE PROJECT NUMBER: V1520M DATED: JUNE 6, 2018, REVISED: JULY 30, 2018, REVISED:OCTOBER 1, 2018 • CODE OF DEVELOPMENT: PREPARED BY: COLLINS ENGINEERING; VARIATIONS 1 AND 2 APPROVED SEPTEMBER 5, 2018 PROJECT NUMBER: V152000 ZMA APPLICATION NUMBER: ZMQ015WO07 DATED: JUNE 15, W15 (REVISED OCTOBER 13, 2016) APPROVED NOVEMBER 9, 2018 • INITIAL SITE PLAN - SECTION 1 (BLOCK 4A): PREPARED BY: BOHLER ENGINEERING COUNTY PROJECT NUMBER: SDP2017,0(XI DATED: JULV 31.417 (REVISED: OCTOBER 11, Ml T) (APPROVED: OCTOBER 20, 2017) .INITIAL SITE PLAN - SECTION i (BLOCK 4B): PREPARED BY: BOHLER ENGINEERING COUNTY PROJECT NUMBER: SDP20184M14 MARCH 5, 2018 (REVISED: MAY 24, 2018) (APPROVED: MAY 25.2018) • ROAD IMPROVEMENT PLAN: PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V152000 DATED: JULV M, W17 (REVISED): MARCH 7, 2018) • BROOKHILL APARTMENTS: PREPARED BY: FUGLEBERG KOCH PAIPC PROJECT NUMBER: 5413 DATED: MIAY 2, 2018 • WPO PLAN (WP020180051) FOR BROOKHILL BLOCKS 4A AND 413: PREPARED BY: BOHLER ENGINEERING PROJECTNUMBER:V152DW DATED: JWNE 8, 2018 GOVERNING AGENCIES ♦ COUNTY OF ALBEMARLE DEPARTMENT OF COMMUNITY DEVELOPMENT 401 MCIN71RE ROAD CHARLOTTESVILLE, VA22902 TEL: (4.)l2965B32 FAX: (434Y 972-4126 ♦ ALBEMARLE COUNTY SERVICE AUTHORITY IM SPOTNAP ROAD CHARLOTTESVILLE,VA22911 TEL M3a) 9-511 FAX (43N)979L696 SHEETINDEX SHEET TITLE SHEETNUMBER COVER SHEET G100 GENERAL NOTES P101 - C-102 APPROVED PROFFERS C-103 - 0104 APPLICATION PLAN C-105 PHASING PLAN C-106 LAND USE EXHIBIT CAOSA BUILDING PLAN PHASING C.1088 OVERALL EXISITING CONDITIONS PLAN C-201 EXISTING CONDITIONS AND DEMOLITION PLAN C-202-C-203 SITE PLAN C301 - C302 GRADING PLA14 C401 -C402 UTILITY PLAN C501 -C-502 ROOF DRAIN PILAN C-503 - C-504 LANDSCAPE PLAN C-701 -C-702 LANDSCAPE COMPLIANCE CHARTS C-703 LIGHTING PLAN C-704 - C705 LIGHTING DETAILS C-700 FIRE LANE PLAN C-707 - C-706 WATERLINE PROFILES C•801 - C-802 SANITARY PROFILES C-803 - C-804 SANITARY COMPUTATIONS C-805 STORM PROFILES C506 - C-807 STORM COMPUTATIONS C-808 EROSION & SEDIMENT CONTROL PLAN PHASE II (FOR INFORMATIONAL PURPOSES ONLY) 0809 - C-810 CONSTRUCTION DETAILS C-901 -C-903 WATER AND SEWER UTILITY DETAILS C-904 - P905A LANDSCAPE DETAILS C-906 SIGHT DISTANCE PROFILE ARCHER AVENUE NORTH AND SOUTH C-907 SIGHT DISTANCE PROFILE STELLA LANE INTERSECTION 3 WEST C-905 RAMP GRADING DETAILS C-909 ATf1TvC. 1. A SPECIAL USE PERMIT HAS BEEN APPROVED TO ALLOW GRADING ACTIVITIES IN THE FLOOD HAZARD OVERLAY DISTRICT. APPLICATION NUMBER: SP201500025 APPROVED: NOVEMBER 9, 2016 EASEMENTS SHOWN WITHIN THIS PLAN ARE DEDICATED VIA DEED RECORDED WITH INSTRUMENT NUMBER DB S11.1, eute$ 6144 -675 0� 5121 Pu9�S �76-6d� St21 es 6�v-7ol U � o W '��Owo z PCI u W Od ®Aa=o2h2222 �� ♦•�Z ZZ: REVISIONS REV DATE COMMENT BY 1 8/31/18 COUNTY COMMENTS RTV 2 9/10118 ARE COMMENTS RTY 3 10/25/18 FOR APPROVAL PITY KNOW WHATS BELOW ALWAYS CALL 811 BEFORE YOU DIG Its rest. I" tree. Its the law. APPROVED FOR CONSTRUCTION PROJECT No V152000 DRAWN BV MEG CHECKED BY: PITY DATE: 6(8/18 SCALE: AS NOTED CAD LD.: SD2 FINAL SITE PLAN FOR BROOKHILL BLOCK 4A AND q APARTMENTS LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA m BOHLER ENGINEERING 8 BLACKWELL PARK LANE, SUITE 20 WARRENTON, VIRGINIA 20186 Phone'. (540)34SA500 1.1 (540) 34M321 Lic. No. 0402056625 T 10/25/18 A COVER SHEET" SHEET NUMBER'. C-1®® STANDARD ARD ' RAWING LEGEND STANDARD FOR ENTIRE PLAN SET NOT TO SCALE ABBREVIATIONS EXISTING NOTE TYPICAL NOTE TEXT PROPOSED NOTE FOR ENTIRE PLAN SET ONSITE PROPERTY AC ACRES -- - - - -- --- - -_ AMERICANS WITH LINE / R.O.W. LINE » NEIGHBORING - - - PROPERTY LINE / - - ADA DISABILITY ACT INTERIOR PARCEL LINE --- -- -- -- ARCH - --- -- ---- - -------- ARCHITECTURAL EASEMENT ------------ - - - -- ----- - -- -- ---- - - - -- --- LINE BC BF BOTTOM OF CURB B---- ENTFIOOR SETBACK LINE BK BL BLOCK BASELINE BLDG BUILDING CURB AND GUTTER -- - - - -. - ---------- - - _ - -- BM BUILDING BENCHMARK CONCRETE CURB & GUTTER SPILL CURB 1 TRANSITION CUR BRL --- -- - -- CF -- --- BUILDING RESTRICTION LINE - - - - - CUBIC FEET - Mt I -' __ DEPRESSED CURB AND GUTT R- CL --__ -- _ - CENTERLINE ________ CMP CONN CORRUGATED METAL PIPE CONNECTION UTILITY POLE WITH LIGHT --- - _-------------- CONC CONCRETE POLE cp: � - - - - CPP - ----------- -- --- - - - -- -- --- CORRUGATED PLASTIC PIPE LIGHT - -- - CY - - - - --- - CUBIC YARDS 04 TRAFFIC - -- --- -- - - - - -- -- -- - ---- -- --- - --- - -- LIGHT DEC DEP - - - -- DECORATIVE - - --- - --- DEPRESSED - - - --- - --- -- O UTILITY © POLE DIP ____ DUCTILE IRON PIPE DOMESTIC — y TYPICAL WDOM LIGHT - ELEC - - - --- - --- - - - ELECTRIC ACORN - -- --- ELEV -- - ------ ELEVATION LIGHT EP EDGE OF PAVEMENT ___v— TYPICAL ___v_ -- - - - -- --- - ------ - - - --- - - - - SIGN ES -- -- --- - EW EDGE OF SHOULDER -- - ---- ---- ----- -- .. - . - ... - - - - END WALL PARKING A Z& COUNTS EX FES - - ----- -- - EXISTING - --- - - - FLARED END SECTION FF - - ----- i FH FINISHED FLOOR -- -- - -- - ---- - ---- ---- - - FIRE HYDRANT - — ®170-- — _____________��___________ LINE---- % --------- FG - -- -- --- - - FINISHED GRADE SPOT 0516.0 C 516.0 ------ _---- - - TL 316.9' Q/� 516¢ ELEVATIONS BC515.5 G GP GRADE GARAGE FLOOR (AT DOOR) GH - - - - GL - -- GRADE HIGHER SIDE OF WALL ---------- ---- - - --- - - --- GRADE LOWER SIDE OF WALL m SANITARY SAN LABEL - - ---- - - GIRT GV ----- --------- - - - - - - -- _ _ -- ------ - -- GRATE GATE VALVE ()STORM X LABEL -- ----- - ------ HDPE HIGH DENSITY SL---- SANITARY SEWER POLYETHYLENE PIPE - - ---- ---- LATERAL HP -- --- --- --- -- - -- - -- HIGH POINT --- --- -- -- 11 UNDERGROUND WATER LINE W HOR --------------- HORIZONTAL �� HW HEADWALL E UNDERGROUND E ---- ------ - ELECTRIC LINE INT ---INV --- ---- INTERSECTION -- - ------------_.------ --- - INVERT ----------- - ------ G UNDERGROUND G GAS LINE LF LINEAR FOOT - ---- -- ----- - - LIMITS OF CLEARING _ 01/ OVERHEAD -.0-H LOC WIRE-- ----- ------------- - - --- - - ---- LOD - ---- - -- LIMITS OF DISTURBANCE ---- - -- -i - -- ---- - ------ T UNDERGROUND T LOS - LLINE OF S.Gf l TELEPHONE LINE - - ----- -------- ------ ------ - - - - - - LP ----- - - - _.OWPOINT —1 UNDERGROUND G -- ---- -- CABLE LINE US MAX LANDSCAPE - - MAXIMUM- - STORM --------.------------------ ---- -- _ - - - - - - - - SEWER MIN ------------ MH MIINIMUM - -- -____. ------ MiANHOLE 5 SANITARY 8 SEWER MAIN -- -- -- ---- ----- - - - MJ -------------- MECHANICAL JOINT ----------- v HYDRANT v OC ---- ------ ---- O)N CENTER PA --- ----.---- PeOIIVT OF ANAI YSIS J'C\ SANITARY % ------- ---- ------- --- - ---- - -- - - ------ �� j/ MANHOLE PC -- ----- PCCR PCOINT CURVATURE ---- ------ ---- ----- ---- ------ ----- - -- - P(OINT OF COMPOUND CURVATURE, CURB RETURN �STORM I n~`\ 1 j ti :/ MANHOLE PI -------- -- --- --- - - P(OINT OF INTERSECTION Wm (2)WATER ® -- ----- -- ----- - - - ----------- - -- METER POG P(OINT OF GRADE --------------- Wv----------- WATER PROPm ------- PRROPOSED VAL E ----------------- ---- --------- -PT ---- ---- --- P(OINT OF TANGENCY ❑ GAS - -- - -- ------ - -- -- - POINT OF TANGENCY, VALVE PTCR ------- --- PVC CUURB RETURN -- ---------- -- - - -- - -- -- - - - --- - POLYVINYL CHLORIDE PIPE GAS ® METER - --- - - PVI POINT OF VERTICAL TYPICAL END ice-, INTERSECTION SECTION L� - PVT ---- - - - - -- - - - --- -- - - - -- POINT OF VERTICAL TANGENCY 0 HEADWALL OR ORE -------- -- R ----- ------- --- A RA RDIUS ENDWALL -- -_ --- - __ --- - -------- --------------- ----- RCP REINFORCED CONCRETE PIPE ® GRATE � --------- RET WALL -- ---- ----- -- -- ----------- --- - INLET RAN RETAINING WALL -- --- -- -- RIGHT OF WAY CURB- ----- - _. - - - -- - ___ -- -- - INLET S SAN - SLOPE -- -- - ------------- -- --- SANITARY SEWER O CLEAN O OUT --- -- - ----- _ -- - ------- -- - SF SQUARE FEET QMANHOLE ELECTRIC ('� f.`J ---- - --- STA - ----- - -- STATION -- ------ STM STORM TELEPHONE ® ---------- ------------ --- -- MANHOLE SAW TBR ---- - --- -- SIDEWALK -- -- - __1_____,____ -- ----- ---- TO BE REMOVED - - - ---- ---- --- -- --- -- --- - - - -- E9 ELECTRIC ® BOX TBRL - - -- TC TO BE RELOCATED -- - - - -- ------------ -- ----- ---- TOP OF CURB ® ELECTRIC PEDESTALFEA ----- --- -- --- --- -- - -- ----- ----- --- -- TELE TELEPHONE -- - - ---- - - -- __ -- TPF ------ TREE PROTECTION FENCE TW --- -- - ---- ----- -- -- ------- TOP OF WALL 01) MONITORING @ - -- I --- ---- ---- - --- - - ____ _ - - --- -_ NZ7 WELL TYP UG TYPICAL ------- -- -- -- ---- --- UNDERGROUND TEST PIT UP - - ----- - W UTILITY POLE - - -- - - - - - --- -- -- - WIDE k. BENCHMARK ® W/L W/M t WATER LINE WATER METER - -- - - - PLUS OR MINUS BORING ° _- DEGREE O -- - - DIAMETER # - - - - --- NUMBER GENERAL DEMOLITION PLAN NOTES ( S 1 BOHLER ENGINEERING IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION 2. ALL DEMOLITION ACTIVITIES ARE TO BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AS WELL AS ALL FEDERAL, STATE AND LOCAL REGULATIONS ANY DISCREPANCIES OR DEVIATIONS SHALL BE IDENTIFIED BY THE CONTRACTOR TO BOHLER ENGINEERING IN WRITING FOR RESOLUTION PRIOR TO INITIATION OF SITE ACTIVITY, 3 PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS RESPONSIBLE FOR/TO: A. ENSURING THAT COPIES OF ALL APPLICABLE PERMITS AND APPROVALS ARE MAINTAINED ON -SITE AND AVAILABLE FOR REVIEW B. INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL AND/OR TREE PROTECTION MEASURES PRIOR TO SITE DISTURBANCE. C. LOCATING (VERTICALLY AND HORIZONTALLY) ALL UTILITIES AND SERVICES, INCLUDING, BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC WITHIN THE LIMITS OF DISTURBANCE. THE CONTRACTOR SHALL USE AND COMPLY WITH THE r REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES D PROTECTING AND MAINTAINING IN OPERATION, ALL ACTIVE SYSTEMS THAT ARE NOT BEING REMOVED DURING ALL DEMOLITION ACTIVITIES E. FAMILIARIZING THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION REQUIRED FOR THE PROJECT THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS, F COORDINATION WITH UTILITY COMPANIES REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS MAY BE REQUIRED TO MINIMIZE THE IMPACT ON THE AFFECTED PARTIES. G A COMPLETE INSPECTION FOR CONTAMINANTS BY A LICENSED ENVIRONMENTAL TESTING AGENCY, OF ALL BUILDINGS AND/OR STRUCTURES TO BE REMOVED. SAME SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL ENVIRONMENTAL REGULATIONS, ANY/ALL CONTAMINANTS SHALL BE REMOVED AND DISPOSED OF BY A FEDERALLY LICENSED CONTRACTOR IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS ALL ENVIRONMENTAL WORK INCLUDING HAZARDOUS MATERIAL, SOILS, ASBESTOS, OR OTHER REFERENCED OR IMPLIED HEREIN IS THE SOLE RESPONSIBILITY OFTHE OWNER'S ENVIRONMENTAL CONSULTANT. 4. BOHLER ENGINEERING IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. CONTRACTOR IS TO PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, FOLLOWING ALL TH E OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY 5 THE CONTRACTOR SHALL PROVIDE ALL THE "MEANS AND METHODS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON -SITE OR OFF -SITE. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE TO ALL ITEMS THAT ARE TO REMAIN AS A RESULT OF HIS ACTIVITIES. ALL REPAIRS SHALL USE NEW MATERIAL, THE REPAIRS SHALL RESTORE THE ITEM TO THE PRE -DEMOLITION CONDITION. 6. IN THE ABSENCE OF SPECIFICATIONS, THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVITIES, DEMOLITION AND REMOVAL OF ALL FOUNDATION WALLS, FOOTINGS, AND OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE IN ACCORDANCE WITH DIRECTION BY OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER, 7 EXPLOSIVES SHALL NOT BE USED WITHOUT PRIOR WRITTEN CONSENT OF BOTH THE OWNEIR AND APPLICABLE GOVERNMENTAL AUTHORITIES, ALL THE REQUIRED PERMITS AND EXPLOSIVE CONTROL MEEASURES THAT ARE REQUIRED BY THE FEDERAL, STATE, AND LOCAL GOVERNMENTS SHALL BE IN PLACE PRIOR 'TO STARTING AN EXPLOSIVE PROGRAM. THE CONTRACTOR IS ALSO RESPONSIBLE FOR ALL INSPECTION ANC) SEISMIC VIBRATION TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTUJRES. 8. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACITICES IN CONFORMANCE WITH: THE CURRENT "MANUAL ON UNIFORM TRAFFIC CONTROL," AS WELL /AS FEDERAL, STATE, AND LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADW/AYS OR ROADWAY RIGHTS -OF -WAY 9. CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND OTHER ADJACENT FACILITIES. STREET CLOSURE PERMITS MUST BE RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY 10 DEMOLITION ACTIVITIES AND EQUIPMENT SHALL NOT USE AREAS OUTSIDE THE DEFINED PROPERTY LINE WITHOUT WRITTEN PERMISSION OF THE APPLICABLE PROPERTY OWNER, AND/OR APPROPRIATE GOVERNMENT AGENCY. 11. USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS. AFTER THE DEMOLITION IS COMPLETE, ADJACENT STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION OPERATIONS THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE -DEMOLITION" CONDITION. 12, CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANYTIME. 13, THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE TO BE REMOVED IT IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL "MEANS AND METHODS" ARE TO BE IN ACCORDANCE WITH STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE. 14. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL TOWN, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE CODES. PROPOSED EASEMENM i �T�T LEGS D SI — SIGHT DISTANCE IM r l ID STORM DRAIN AI11 M — SANITARY SEWER D8 WATER I — — — PUBLIC ACCESS CC M — — COMMON SHARED IE IM — INGRESS-EGRESS PU I — PUBLIC UTILITY G— — VARIABLE WIDTH S W DIM STORMWATER FACILITY MANAGEMENT GENERAL SITE PILAW NOTES 1, ALL ADA ACCESSIBLE PARKING SPACES AND ACCESS ROUTES SHALL BE CONSTRUCTED TO MEET ADA REQUIREMENTS. 2 PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS BY ALL OF THE PERMITTING AUTHORITIES, 3 THE OWNER/CONTRACTOR SHALL BE FAMILIAR WITH AND RESPONSIBLE FOR ANY/ALL CERTIFICATIONS, INSPECTIONS, ETC REQUIRED BY ALL GOVERNING JURISDICTIONAL AGENCIES DURING AND AFTER CONSTRUCTION FOR SIGN -OFF AND CERTIFICATE OF OCCUPANCY ISSUANCE, INCLUDING BUT NOT LIMITED TO PROCUREMENT OF SERVICES, SCHEDULING OF FIELD OBSERVATIONS AND COORDINATION WITH REPRESENTATIVES OF THE APPROPRIATE PARTIES, 4. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY 5 THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHALL TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF ANY SUCH DISCREPANCY BETWEEN GEOTECHNICAL REPORT AND PLANS, ETC. 6, THE PROPERTY SURVEY SHALL BE CONSIDERED A PART OF THESE PLANS, 7 THESE PLANS ARE BASED ON INFORMATION PROVIDED TO BOHLER ENGINEERING AT THE TIME OF PLAN PREPARATION CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND NOTIFY BOHLER ENGINEERING IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF THE PROPOSED WORK WOULD BE INHIBITED BY ANY OTHER SITE FEATURES 8. ALL DIMENSIO NS SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION, NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. 9 CONTRACTOR SHALL REFER TO THE ARCHITECTURAL/BUILDING PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY LOCATIONS 10 DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED HAZARDOUS MATERIAL, AND DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALLTOWN, COUNTY, STATE AND FEDERAL LAWS AND APPLICABLE CODES 11, CONTRACTOR IS RESPONSIBLE FOR ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY ADDITIONAL PROVISIONS TO ASSURE STABILITY OF CONTIGUOUS STRUCTURES, AS FIELD CONDITIONS DICTATE, 12 CONTRACTOR C OR IS TO EXERCISEEXTREME �X cME CARE WHEN PE RFORMING ANY G A WORK ACTIVITIES ADJACE NT TO PAVEMENT, STRUCTURES, ETC. TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING THE APPROPRIATE MEASURES AS NECESSARY TO ENSURE THE STRUCTURAL STABILITY OF PAVEMENT, STRUCTURES, ETC TO REMAIN, AND TO PROVIDE A SAFE WORK AREA 13. CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING ALL EXISTING DAMAGE AND FOR NOTIFYING CONSTRUCTION MANAGER PRIOR TO START OF CONSTRUCTION CONTRACTOR IS RESPONSIBLE FOR REPAIRING THE DAMAGE DONE TO ANY EXISTING ITEM DURING CONSTRUCTION SUCH AS BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REPLACE ALL SIGNAL INTERCONNECT CABLE, CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION, REPAIR SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS. 14 ALL CONCRETE SHALL HAVE THE MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AS INDICATED IN SPECIFICATIONS UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS AND/OR GEOTECHNICAL REPORT, 15, ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION METHODS/MEANS FOR COMPLETION OF THE WORK DEPICTED ON THESE PLANS NOR ANY CONFLICTS/SCOPE REVISIONS WHICH RESULT FROM SAME CONTRACTOR IS RESPONSIBLE FOR DETERMINING METHODS/MEANS FOR COMPLETION OF THE WORK PRIOR TO THE COMMENCEMENT OF CONSTRUCTION AND NOTIFICATION OF OWNER AND ENGINEER OF RECORD WHEN A CONFLICT IS IDENTIFIED 16 ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY NOR HAVE THEY BEEN RETAINED FOR SUCH PURPOSES. 17, ALL CONTRACTORS MUST CARRY STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND APPROPRIATE LIMITS OF COMMERCIAL GENERAL LIABILITY INSURANCE (CGL) ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER ENGINEERING, AND ITS SUB -CONSULTANTS AS ADDITIONAL INSURED AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE THE HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED BY THE CONTRACTORS ALL CONTRACTORS MUST FURNISH BOHLER ENGINEERING WITH CERTIFICATIONS OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE PRIOR TO COMMENCING WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION. IN ADDITION, ALL CONTRACTORS WILL, TO THE FULLEST EXTENT PERMITTED BY LAW, INDEMNIFY AND HOLD HARMLESS BOHLER ENGINEERING AND ITS SUB -CONSULTANTS FROM AND AGAINST ANY DAMAGES, LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTORS. 18. NEITHER THE PROFESSIONAL ACTIVITIES OF BOHLER ENGINEERING, NOR THE PRESENCE OF BOHLER ENGINEERING OR ITS EMPLOYEES AND SUB -CONSULTANTS AT A CONSTRUCTION/PROJECT SITE, SHALL RELIEVE THE GENERAL CONTRACTOR OF ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES. BOHLER ENGINEERING AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH OR SAFETY PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY. BOHLER ENGINEERING SHALL BE INDEMNIFIED BY THE GENERAL CONTRACTOR AND SHALL BE MADE ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE 19, BOHLER ENGINEERING SHALL REVIEW AND APPROVE OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH THE DESIGN CONCEPT AND THE INFORMATION SHOWN IN THE CONSTRUCTION MEANS OR METHODS, COORDINATION OF THE WORK WITH OTHER TRADES, OR CONSTRUCTION SAFETY PRECAUTIONS, ALL OF WHICH ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR, BOHLER ENGINEERING'S REVIEW SHALL BE CONDUCTED WITH REASONABLE PROMPTNESS WHILE ALLOWING SUFFICIENT TIME TO PERMIT ADEQUATE REVIEW, REVIEW OF A SPECIFIC ITEM SHALL NOT INDICATE THAT BOHLER ENGINEERING HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER ENGINEERING SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS NOT BROUGHT TO THE ATTENTION OF BOHLER ENGINEERING IN WRITING BY THE CONTRACTOR, BOHLER ENGINEERING SHALL NOT BE REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. 20. IN AN EFFORT TO RESOLVE ANY CONFLICTS THAT ARISE DURING THE DESIGN AND CONSTRUCTION OF THE PROJECT OR FOLLOWING THE COMPLETION OF THE PROJECT, BOHLER ENGINEERING AND THE CONTRACTOR MUST AGREE THAT ALL DISPUTES BETWEEN THEM ARISING OUT OF OR RELATING TO THIS AGREEMENT OR THE PROJECT SHALL BE SUBMITTED TO NON -BINDING MEDIATION UNLESS THE PARTIES MUTUALLY AGREE OTHERWISE. 21. THE CONTRACTOR MUST INCLUDE A MEDIATION PROVISION IN ALL AGREEMENTS WITH INDEPENDENT SUBCONTRACTORS AND CONSULTANTS RETAINED FOR THE PROJECT AND TO REQUIRE ALL INDEPENDENT CONTRACTORS AND CONSULTANTS ALSO TO INCLUDE A SIMILAR MEDIATION PROVISION IN ALL AGREEMENTS WITH THEIR SUBCONTRACTORS, SUB -CONSULTANTS, SUPPLIERS AND FABRICATORS, THEREBY PROVIDING FOR MEDIATION AS THE PRIMARY METHOD FOR DISPUTE RESOLUTION BETWEEN THE PARTIES TO ALL THOSE AGREEMENTS 22. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED THEREON, WITHOUT FIRST OBTAINING PRIOR WRITTEN AUTHORIZATION FOR SUCH DEVIATIONS FROM THE OWNER AND ENGINEER, IT SHALL BE RESPONSIBLE FOR THE PAYMENT OF ALL COSTS TO CORRECT ANY WORK DONE, ALL FINES OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ALL SUCH COSTS TO CORRECT ANY SUCH WORK AND FROM ALL SUCH FINES AND PENALTIES, COMPENSATION AND PUNITIVE DAMAGES AND COSTS OF ANY NATURE RESULTING THEREFROM 23, VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED, GENE , RAL GRA I I L , G & UTILITY PLAN NOT ILS 1. LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE CONFIRMED INDEPENDENTLY WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. SANITARY SEWER AND ALL OTHER UTILITY SERVICE CONNECTION POINTS SHALL BE CONFIRMED INDEPENDENTLY BY THE CONTRACTOR INFIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION ALL DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE ENGINEER CONSTRUCTION SHALL COMMENCE BEGINNING AT THE LOWEST INVERT (POINT OF CONNECTION) AND PROGRESS UP GRADIENT ALL PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION 2 ALL UTILITIES AND SERVICES INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER TELEPHO NE, , CABLE, FIBER OPTIC CABLE, ETC, WITHIN THE LIMITS OF DISTURBANCE SHALL BE VERTICALLY AND HORIZONTALLY LOCATED THE CONTRACTOR SHALL USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES THE CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION AT NO COST TO THE OWNER, 3, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION, SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY BOHLER ENGINEERING IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES 4 DEFINE AND LOCATE VERTICALLY AND HORIZONTALLY ALL ACTIVE UTILITY AND/OR SERVICE SYSTEMS THAT ARE TO BE REMOVED, THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN ALL ACTIVE SYSTEMS THAT ARE NOT BEING REMOVED/RELOCATED DURING SITE ACTIVITY. 5. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THATTHE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS, 6, CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS/DETAILS, DOOR ACCESS, AND EXTERIOR GRADING, THE UTILITY SERVICE SIZES ARE TO BE DETERMINED BY THE ARCHITECT. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES/SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND ENSURE PROPER DEPTHS ARE ACHIEVED THE JURISDICTION UTILITY REQUIREMENTS SHALL ALSO BE MET, AS WELL AS COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE, WHERE CONFLICTS EXIST WITH THESE SITE PLANS, ENGINEER IS TO BE NOTIFIED PRIOR TO CONSTRUCTION TO RESOLVE SAME, 7. WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS SHALL BE SPECIFIED BY THE LOCAL UTILITY COMPANY, CONTRACTOR'S PRICE FOR WATER SERVICE SHALL INCLUDE ALL FEES AND APPURTENANCES REQUIRED BY THE UTILITY TO PROVIDE A COMPLETE WORKING SERVICE, 8, ALL NEW UTILITIES/SERVICES, INCLUDING ELECTRIC, TELEPHONE, CABLE TV, ETC. ARE TO BE INSTALLED UNDERGROUND. ALL NEW UTILITIES/SERVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE UTILITY/SERVICE PROVIDER INSTALLATION SPECIFICATIONS AND STANDARDS 9 SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED IN THIS PLAN SET, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECHNICAL REPORT ALL EXCAVATED OR FILLED AREAS SHALL BE COMPACTED AS OUTLINED IN THE GEOTECHNICAL REPORT. MOISTURE CONTENT AT TIME OF PLACEMENT SHALL BE SUBMITTED IN COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS PERFORMED, VERIFYING THAT ALL FILLED AREAS AND SUB -GRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT SUB -BASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT SHALL BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS SHOULD SUB -BASE BE DEEMED UNSUITABLE BY OWNER OR OWNER'S REPRESENTATIVE, SUB -BASE IS TO BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL COMPACTED AS DIRECTED BY THE GEOTECHNICAL REPORT. 10 ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION SHALL BE AS PER THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND SHALL BE COORDINATED WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS, 11, THE CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST OSHA STANDARDS AND REGULATIONS, OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTEI IT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES, 12. PAVEMENT SHALL BE SAW CUT IN STRAIGHT LINES TO THE FULL DEPTH OF THE EXISTING PAVEMENT ALL DEBRIS FROM REMOVAL OPERATIONS SHALL BE REMOVED FROM THE SITE AT THE TIME OF EXCAVATION STOCKPILING OF DEBRIS WILL NOT BE PERMITTED. 13 THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS SHALL BE ADJUSTED, IF REQUIRED, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS 14, THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, CONTRACTOR TO ENSURE 0.75% MINIMUM SLOPE ALONG ALL ISLANDS, GUTTERS, AND CURBS; 1.0% ON ALL CONCRETE SURFACES; AND 1.0% MINIMUM ON ASPHALT, TO PREVENT PONDING. ANY DISCREPANCIES THAT MAY AFFECT THE PUBLIC SAFETY OR PROJECT COST MUST BE IDENTIFIED TO THE ENGINEER IN WRITING IMMEDIATELY. PROCEEDING WITH CONSTRUCTION WITHOUT NOTIFICATION IS DONE SO AT THE CONTRACTOR'S OWN RISK. 15. PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 6" ABOVE EXISTING LOCAL ASPHALT GRADE UNLESS OTHERWISE NOTE[', FIELD ADJUST TO CREATE A MINIMUM OF 0.75% GUTTER GRADE ALONG CURB FACE, ENGINEER TO APPROVE FINAL CURBING CUT SHEETS PRIOR TO INSTALLATION. 16 REFER TO SITE PLAN FOR ADDITIONAL NOTES. 17. IN CASE OF DISCREPANCIES BETWEEN PLANS OR RELATIVE TO OTHER PLANS, THE SITE PLAN WILL TAKE PRECEDENCE. IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY CONFLICTS. 18 CONTRACTOR SHALL BE REQUIRED TO SECURE ALL NECESSARY PERMITS AND APPROVALS FOR ALL OFF -SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. CONTRACTOR SHALL SUPPLY A COPY OF APPROVALS TO ENGINEER AND OWNER PRIOR TO INITIATING WORK, ID AID"A INST1111LUCTIONS TO CONTRACTOR CONTRACTORS SHALL EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ADA (HANDICAP) ACCESSIBLE COMPONENTS AND ACCESS ROUTES FOR THE SITE. THESE COMPONENTS, AS CONSTRUCTED, MUST COMPLY WITH THE CURRENT ADA STANDARDS AND REGULATIONS' BARRIER FREE ACCESS AND ANY MODIFICATIONS, REVISIONS OR UPDATES TO SAME. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING SPACE, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE/EXIT, MUST COMPLY WITH THESE ADA CODE REQUIREMENTS. THESE INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: • PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (2.0%) IN ANY DIRECTION. • CURB RAMPS - SLOPE SHALL NOT EXCEED 1:12 (8.3%). • LANDINGS - SHALL BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT EXCEED 1:50 (2.0%) IN ANY DIRECTION. • PATH OF TRAVEL ALONG ACCESSIBLE ROUTE - MUST PROVIDE A 36-INCH OR GREATER UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND/OR HANDRAILS CANNOT REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NO GREATER THAN 1:20 (5.0%) IN THE DIRECTION OF TRAVEL, AND MUST NOT EXCEED 1:50 (2.0%) IN CROSS SLOPE, WHERE PATH OF TRAVEL WILL BE GREATER THAN 1:20 (5.0%), ADA RAMP REQUIREMENTS MUST BE ADHERED TO. A MAXIMUM SLOPE OF 1:12 (8.3%), FOR A MAXIMUM RISE OF 2 5 FEET (30 INCHES), SHALL BE PROVIDED, THE RAMP MUST HAVE ADA HAND RAILS AND 60'' W BY 60'' L LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE THAN 1:50 (2.0%) IN ANY DIRECTION FOR POSITIVE DRAINAGE. • DOORWAYS - MUST HAVE A "LEVEL" LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (2.0%) FOR POSITIVE DRAINAGE, THIS LANDING AREA MUST BE NO LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS (SEE ICC/ANSI A117.1-2009 AND OTHER REFERENCED INCORPORATED BY COD.) • WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ADA COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, CONTRACTOR MUST VERIFY EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANYWAY OR ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORE COMMENCEMENT OF WORK. CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ADA REQUIREMENTS. • THE CONTRACTOR MUST VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE, IF ANY NON-CONFORMANCE IS OBSERVED OR EXISTS, CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIOR TO POURING CONCRETE, CONTRACTOR IS RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND REPLACE NON -CONFORMING CONCRETE IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL BUILDING CODE PRIOR TO COMMENCEMENT OF CONSTRUCTION. v--u�1_. L H�r, .W ZZ UL,i-c a- $ Q_,P4N �-z L [q -�0�21 "i xf> �! [ q" 12aq_�g R Z.��O aYu<,v)0 �- U . '**+10�4i Ft 1,14 F_/ (n� z a � 0 "i M- z ¢0 z �§ 1 C�z� a -MT ¢z c g� O c� z z�u LLJzW °QY� o� �uW >a :E LLj 1ZzzJ H� Q5 - ®AZ wow QOOw 11 � �I J(1)a co A z0 Zip 0 F Sao A zi po �0Wzi �, Y Q pq )_ a� L Z, 6 � 0� WU wzQ�z>-z cn � z J:aYYZ,jjF 65 ) u W wzzooplw a2, ,,� <Lud> y _Q E ��' u)�u)�a.� 20 . IS -WOW W WS -" �zmzzzr 1 04o� 10 11!� z� R am REVISIONS REV DATE COMMENT BY 1 8131/18 COUNTY COMMENTS RTY 2 9/10/18 ARB COMMENTS RTY 3 10/25/18 FOR APPROVAL RTY - ___ .F1LL--.-.. I 1 __ __j KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG ' It's fast Its free Its the law APPROVED FOR CONSTRUCTION PROJECT No: V152000 DRAWN BY: MEG CHECKED BY: RTY DATE: 6/8/18 SCALE: N/A CAD I. D.: SD2 PROJECT: FINAL S:ITE PLAN �j�-"`C) ((��) FOR � �, s N,- I II-�JI�I�L R BLOCK 4A AN D 4! , CA LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA SHEET TITLE: GENE AL NO�T`E03 SHEET NUMBER: c - I 0 1 H \15\V1520001DRAVV NGS\PLAN SETS\SECT ON 1\SLOCK 4A AND -1B F NAL S TE PLAN\V152000SD2 DWG PR NTED BY DREARDCN 10 25 18 C 7 38 P4l LAST SAVED BY EVAN NEW+AAN ACSA GENERAL ' N' i RAL WATER ; R AND SEWER CONDITIONS: ALBEMARLE COUNTY ENGINEERING GENERAL 1_ AL CONSTRUCTION NOTES FOR SITE PLANS 1 WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY) ACSA INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 1 PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT, THE CONTRACTOR SHALL, ON HIS OWN (VDOT) THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT, WHERE INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN 3 ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND 2 ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED 4 DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY 3 EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER 5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001) CONSTRUCTION 6 ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE TOP 4 ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED THE MAXIMUM OF PIPE, OVER THE CENTERLINE OF PIPE THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL) WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 WATER LINES, ETC OR BETTER ARE TO BE ACHIEVED. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 5 PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTORS DESIGNEE, IT IS DEEMED NECESSARY 8 VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A IN ORDER TO STABILIZE A DRAINAGE CHANNEL FUTURE EXTENSION OF THE LINE 6, ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT DEVICES 10, THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS 7 UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III, FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT) 8 ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). GENERAL CONSTRUCTION NOTES FOR STREETS (THIS LIST IS IN ADDITION TO THE .GENERAL 1 ALL MATERIALS AND CONSTRUCTION MUST BE TESTED AND DOCUMENTED ACCORDING TO VDOT STANDARDS AND SPECIFICATIONS 2, SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 3. GUARDRAIL LOCATIONS ARE APPROXIMATE EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF VDOT (FOR PUBLIC ROADS) OR THE COUNTY ENGINEER (FOR PRIVATE ROADS), OR DESIGNEE, IT IS DEEMED NECESSARY WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET, 4. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C) 5, WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1 6 COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 7 ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID 8 ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL 9. TRAFFC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS 10 THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS, 11 VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS ARE TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES 12 A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE. SITE USE AREA i A TABULATIONS: USE: AREA: RESIDENTIAL • BLDG. TYPE A (2) 21,553 X 2 = 43,106 SF (0.99 AC.) • BLDG TYPE B (2) 13,633 X 2 = 27,266 SF (0.63 AC ) • BLDG TYPE C (2) 11,768 X 2 = 23,536 SF (0 54 AC.) • BLDG. TYPE D (2) 10,702 X 2 = 21,404 SF (0,49 AC.) • BLDG. TYPE E (1) 11,768 SF (0.27 AC) AMENITY AREA • FITNESS BUILDING 2,604 SF (0.06 AC) • CLUBHOUSE 5,394 SF (0 12 AC.) • POOL AREA 9,000 SF (0 21 AC ) • OPEN SPACE 55,757 SF (1 28 AC.) • TOTAL 69,018 SF (1 58 AC.) • CIVIC SPACE 60,112 SF (1 38 AC.) MAINTENANCE BUILDING 1,071 SF (0,03 AC.) TOTAL PERMITTED NON-RESIDENTIAL AREA: 15,D00 SF REMAINING AVAILABLE NON-RESIDENTIAL: 15,000 SF ZONING AND SITE TABULATIONS PARCEL: TMP 46-19B1 ZONING AND OVERLAY DISTRICTS: NEIGHBORHOOD MODEL DEVELOPMENT DISTRICT ENTRANCE CORRIDOR OVERLAY (EC) AIRPORT IMPACT OVERLAY (AIA) MANAGED AND PRESERVED SLOPES OVERLAY DISTRICT FLOOD HAZARD OVERLAY DISTRICT (FH) THIS SITE DOES NOT LIE IN A WATER SUPPLY WATERSHED ASSOCIATED PLANS: PROFFERS AND CODE OF DEVELOPMENT ZMA201500007 - NOVEMBER 9, 2016 SPECIAL USE PERMIT SP201500025 - NOVEMBER 9, 2016 ROAD IMPROVEMENT PLAN SUB201800115 - JULY 31, 2017 WPO PLAN 201700037 - APRIL 19 2017 INITIAL SITE PLAN 4A SDP201700047 - JULY 31, 2017 INITIAL SITE PLAN 49 SDP201800014 - MARCH 5, 2018 VARIATIONS 1 AND 2 APPROVED SEPTEMBER 5, 2018 MAGISTERIAL DISTRICT: RIVANNA DISTRICT PROPOSED USE: MULTI -FAMILY DWELLINGS 147 1-BEDROOM UNITS 145 2-BEDROOM UNITS 24 3-BEDROOM UNITS BLOCK CLASSIFICATION: BLOCK 4: URBAN DENSITY RESIDENTIAL TOTAL SITE AREA: 19.049 ACRES TOTAL 4A APARTMENT PARCEL AREA: 358,365 SF = 8 227 ACRES TOTAL 4B APARTMENT PARCEL AREA: 330,507 SF - 7.587 ACRES FUTURE ROW DEDICATION** 141,177 SF - 3.235 ACRES "LAND RESERVED FOR FUTURE DEDICATION UPON DEMAND FROM THE COUNTY, BLOCK 4A AREA (PROPOSED): 434,650 SF - 9 98 ACRES (APPROXIMATE) BLOCK 4B AREA (PROPOSED): 496,094 SF - 11,39 ACRES (APPROXIMATE) BLOCK 4C AREA (PROPOSED): 286,740 SF - 6,58 ACRES (APPROXIMATE) TOTAL BLOCK 4 AREA (PROPOSED): 1,217,502 SF - 27.95 (APPROXIMATE) BLOCK 4 AREA (APPROVED): 1,193,544 SF = 27 4 ACRES RESIDENTIAL DENSITY: PERMITTED (UNITS/AC.) PROPOSED BLOCK 4A: 6 - 34 147 UNITS / 8.23 AC. = 17.86 UNITS/AC. BLOCK 4B: 6 - 34 169 UNITS / 7 59 AC. = 22.27 UNITS/AC. BUILDING YARD SETBACKS: MINIMUM PROVIDED RESIDENTIAL FRONT 5' 20 3' SIDE 5' 5 0' REAR 10, 33,8' 2.3.2.2 Urban Density Residential - Block 2 through Block 4 Requirement Minimum Maximum Notes Front Setback 5' minimum 26 maximum Exceptions to the maximum setbacks shall be considered during the site plan Porches 4' minimum 25' maximum process Side Setback 6 No maximum Minimum 10' bldg. separation Side, Comer Lot Setback 5' No maximum Rear Setback 10' No maximum Garage Setbacks See Figure 12 See Figure 12 Figure 12 is located on Sheet 30 of the Code of Development Height No minimum 4 stories / 60' Buildings greater than 3 stories must step back a minium of 15 feet after the 5 stories / 70' with 3rd story or provide a minimum 15 foot Special Exception front setback or seide setback adjacent to a street Lot Size No minimum No maximum Building Footprint No minimum 15,000sf Maximum does not apply to assisted (Non -Residential) & living facilities, rest homes, No maximum for recreational and civic spaces, health Residential Units clubs, and multi -family buildings Note: Buildings over 3 stories shall require a 26' wide, exclusive of shoulders, aerial fire apparatus access road that is no more than 30' from the building to most Fire and Rescue regulations. REGULATED PARKING GUIDELINES MINIMUM SETBACK: 6' SIDE AND REAR PARKING SETBACK FROM R1W FRONT SETBACK ESTABLISHED BY THE PRIMARY STRUCTURE LOCATION: NEIGHBORHOOD CENTER AND URBAN DENSITY AREAS NOTES: 1 PARKING LOT TO BE LOCATED IN THE SIDE OR REAR OF THE PRIMARY STRUCTURE AND SHALL NOT EXTEND PAST THE FRONT OF THE BUILDING 2. PARKING LOTS SHALL BE SCREENED FROM PUBLIC R/W WITH CONTINUOUS EVERGREEN SHRUBS OR 4 MAX HEIGHT OPAQUE WALL 3. WALLS OR FENCES USED TO AUGMENT SCREENING SHALL BE A MINIMUM OF 42'' IN HEIGHT PARKING TABULATION: REQUIRED MULTIFAMILY APARTMENTS BLOCK 4A 1 BEDROOM (71 JNITS) (1.5 SPACES / PER UNIT) = 107 BLOCK 4B 1 BEDROOM (76 JNITS) (1.5 SPACES / PER UNIT) = 114 BLOCK 4A 2 BEDROOM (64 JNITS) (2 SPACES / PER UNIT) = 128 BLOCK 4B 2 BEDROOM (81 UNITS) (2 SPACES / PER UNIT) = 162 BLOCK 4A 3 BEDROOM (12 UNITS) (2 SPACES / PER UNIT) = 24 BLOCK 48 3 BEDROOM (12 UNITS) (2 SPACES I PER UNIT) = 24 BLOCK 4A ADA SPACES SPACES (1 VAN SPACE) = 8 BLOCK 43 ADA SPACES SPACES (1 VAN SPACE) = 8 559 TOTAL PARKING TABULATION: PROVIDED MULTIFAMILY APARTMENTS BLOCK 4A GARAGE SPACES 24 BLOCK 4B GARAGE SPACES 29 BLOCK 4A APRON SPACES 24 BLOCK 4B APRON SPACES 29 BLOCK 4A SURFACE SPACES 206** BLOCK 4B SURFACE SPACES 225 BLOCK 4A ADA SPACES 12* BLOCK 4B ADA SPACES 10* TOTAL 559 SPACES *ONE (1) ACCESSIBLE GARAGE HAS BEEN ADDED TO EACH OF THE BUILDING TYPE'B' UNITS TO MEET THE MINIMUM REQUIRED ADA SPACES FOR THE SITE. **FOUR (4) SHARED -PARKING SURFACE SPACES ALONG STELLA LANE ARE INCLUDED IN THIS TOTAL, OPEN SPACE: REQUIRED PROVIDED 6.9% (0 75 AC) 4 0% (0.44 AC) MAXIMUM PROVIDED HEIGHT OF ALL STRUCTURES: 60' MAX FOR BUILDINGS ALL BUILDINGS: (4 STORIES) ±60' 4 STORIES OR LESS (BY RIGHT); 70' FOR 5 STORY BUILDINGS WITH SPECIAL EXCEPTION RECREATIONAL AREA: ±9,000 SF POOL AREA INCLUDED WITH BLOCK 4 PROPOSED IMPERVIOUS COVER: BLOCK AREA ± 8 56 AC (APPROXIMATE) LANDSCAPE PLAN REQUIRED: YES AFFORDABLE HOUSING REQUIRED: YES, WILL BE PROVIDED IN FUTURE BLOCK AREAS PER PROFFER 44 d - ' H z oa U� c� a zwC�J(�y '-- J d _ 0 X 2 H- d cc -2 y„y �Z14 7 zcr) w 0 ddw Qd Cam= .J 7 U rZ< �r}y(9Z www:a Z>ct o0 p -i f✓ J�0] d)xwzz>3 10-0 D > Q J 0 (9�-0�7_ I— _ D 2:� 4 D� Iu Ow d0Ow JU)Q� OOCOZU 65 � a2, ® C)d .� Z } o w_ d _ w a d e- S zJ�Y Z R $L w 0 _ac Caw awO�,LL a .a 1W �f6) awowww= 'zmZzza �z 04, bv,�* O�41r Z(n REVISIONS REV DATE COMMENT BY 1 8131118 COUNTY COMMENTS RTY 2 9110118 ARB COMMENTS RTY 3 10/25/18 FOR APPROVAL R-^( KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast Its free. Its the law APPROVED FOR CONSTRUCTION PROJECT No : V152000 DRAWN BY: MEG CHECKED BI i RTY DATE: 6/8/18 SCALE: N/A CAD 1. D.: SD2 PRE OJECT: FINAL SITE :PLAN v. (�, FOR 1ID (Z.J`�'1KUILL L WCK 4A AND 4B N 3 RT1'JJ ENTS LOCATION OF ME ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA n U RYAN YAU ER .0 Lic. No. 0402056625 �4 a 10/25/1$ �` SHEET TITLE: G I N ` RAL NO LES SHEET NUMBER'. 10 12� H \15\V152000\DRAVV NGS\PLAN SETS\SECT ON 1\BLOCK 4A AND 4B F NAL S TE PL VAV1520005D2 DVV'G PR N7ED BY DREARDON 11 1618 (g 1201 PIA LAS T SAVED BY DREARDOPJ � Oewinal Proffers X Amendment- — ___ - Brookitill PROFFER STATEINIENT Date. October 13, 2016 ZMA No. 2015-007 Brooklifli (s): 04600-00-00-01SAO, 04600-00-00-01800 and 046041-00-00-01900 Tax, Map and Parcel Number Tax Map and Parcel Number(s) High School Site, 04600-00-011-018BO and 04600-00-00.019D0 Owner(s) of Record: CHAJUX5 R. HAUGH & ELIZABETH ANN OGLESBY HAUGH; CHARLES R. HAUGH, & E. L OGLESBY, JR., TRUSTEES; CROCKETT CORPORATION, as VIRGINIA CORPORATION; HORNE LAND CORPORATION, a VIRGINIA CORPORATION AND CI;tAFTON C0100RATION, a VTR(-,'INIA CORPORATION Date of Proffer Siguatore: _QCk__2L _, 2016 Approximately 277.5 acres to be rezoned from R-1 Residen0al to NMD (Neighborhood Model District) CHAItLES It. HAUGH Sc ElAYABETH ANN OGLESBY HAUGH are the owners of Tax Map Parcel 04600-00-00-011I.A0, CHARLES R. HAUGH & E. J. OGI�ESBY, JR_ TRUSTEES are the owners of Tax Map Parcel 046WO0-00-01800; and CROCKETT CORPORATION is the oxytier of Tax L%tlap Parcel 04690-00-00-01900; all of the owners of such parcels are referred to herein, collectively as the "Owner" and the parcels are referred to herein as the "Property". HORNE LAND CORPORATION is the owner of Tax s'vlap Parcel 0460"0-00-018BO and CRAFTON CORPORATION is the owner of Tax Map Parcel 04600-00-00-018M). The Property is the subject or the rezoning application identified by Albemarle County (Elie "County") as "ZMA 2015-007" for a project known as "Drookhill"(the -'Project"), which includes the app-licaticin plan prepared by Collins Engineering entitled, "Brookhill Neighborhood Model District (NINID) Application Plan," last revised September 16. 20115 (the "Application Plan"),, a Code of Development entitled the "Broolchill Neighborhood Model Code of Development," last revised October 13, 2016 (the "Coyle of Development"). Capitalized terms, not otherwise defined in these Proffers shall have the same definitions as set forth in either the Code of Development or the Application Plan. I'Lusuarit to Section 33.3 of the Albemarle County Zoning Ordinance, the Owner hereby voluritarily proffers the conditions listed below which shall be applied to the Property if it is rezoned to the zoning district identified above. These conditions are proffered as a part of (lie proposed rezoning, und (lie Owner acknowledges that the conditions are reasonable- 1. Transportation Improvements. A. Polo Csrqund�ij&oad lrqiRrovernents. Pursuant to road plans approved by the Virginia Department or Transportation ("VDOT.") the Owner shall construct all intersection and turn lane imprtiverlients, including inipfoveirlem5 to the horizontal alignment, vertical alignment arid cross- section of Polo Grounds Road ("Polo Grounds Road Improvements"). The Polo Grounds Road improvements shall be completed in two phases, Owner shall bgin congru(jivii of Phase- I_a3 depicted on the Figure A, Brookhill Traffic Phasing Plan ("Traffic Phasing Plan"), prior to tile issuance of a building permit ("Permit") for the first (I") dwelling withio the Project, alid tile Phase I Polo Grounds Road Improvements shall be substantially completed prior to issuall3ce or either i) a Permit for the fiftieth (50"') dwelling (other than an Assisted Living, nursing home, rest horns or convair,scent taeitity) within the Project, or ii) a certificate or occupancy for any units within a multifamily dwelling within the Prcj"i, whichever first occurs. Phase IV, as depicted on the Traffic Phasing Plan, shall be completed prior to issuance of any Permit for a dowelling (other than a multi -family dwelling, Assisted Living, nursing borne, rest home or couvallescent fucility) within Blocks 14-18 of the Project. The Polo Grounds Road Improvements Shall be designed and constructed to applicable VD(Yl'standards, including, without limitation, VDO`Is Geometric Design. 'file Polo Grounds Road Improvements shall be determined it) be substantially completed by: i) the Albemarle County Engin"r, of its designee, or ii) wheat they are constructed, inspected and die VD01'construction bond is released, or iii) ,a VDOT olfficial , otherwise confirms that they are substantially complete. Pursuant to approval by VDOT, Polo Grounds Road Iniproverneurg shall include salarmander tunnels, shown conceptually in Figure B, ("Salamander Crossing Exhibit"). Maintenance -of the . salamander tunnels shall be the responsibility of the Owner, arid a mainwnwice agreements shall P I be established and approved by VDOT (luring the VDOT review of the road plans for the Polo Grounds Road Improvements. B. Route 29 Intersection In Pursuant to road plans approved by VD91', the Owner — �� ,halt construct all intersection and turn lane improvements along Route 29, cone-eptually delpicted oil the Application Plan ("Route 29 Intersection Improvements"). The Route 29 latersowtion Improvements shall be substantially completed prior to issuance of eider i) a Permit ftur the fiftieth (50") dwelling, (other than oil Assisted Living, nursing home, rest home or convalescent facility) within the Project or ii) a certificate of occupancy for any units within a multi-fiaillily dwelling within Elie Project, whichever first occurs. The Route 29 Intersection Improvelillellts shall he designed and constructed to applicable VD01'standards, including, without limitaition, VDOT's Geometric Design. The Route, '29 Intersection llnprovernents shall be duturmined to be substantially completed by; j) the Albemarle County Engineer, or its design", or ii) when they are constructed, inspected and the VDar construction bond is released, or iii) a VDQT official otherwise confirms that they are substantially complete, C. Ashwood Boulevard Connection- Purstiant to road plans approved by VDOT and a temporary construction easement and trianitenance agreement approved by the County, the Owner shall construct the Ashwoud Boulevard Connection, as conceptually depicted with iTriprovelitent-% and landscaping shown on Exhibit C, Ashwood Boulevard Connection ("Ashwd God Boulevar Connection"). The Ashwood Boulevard Connection. which includes a pedestrian connection, shall be bonded prior to road plan approval arid substantially completed prior to: i) the issuance of the five hundredth (500th) Permit for a dwelling (other than a multi -family dwelling, Assisted Living, nursing home, rest home or convalescent facility) y or ii) the issuance of tile eight hundredth (800th) Permit for any dwelling type within the Project, whichever first occurs. In any event, Owner shall have completed the Ashwood Boulevard Corintctiou prior to the completion of [lie western extension or Ashwood Boulevard to Berkinar Drive Extension. Until such tittle as the County deterinin" to submit tile Ashwood Boulevard Connection, for public dedication, the Owner shall be responsible for all maintenance, repairs, bonding and insurance of the Ashwood Boulevard Connection. The Owner shall subrrtiL a temporary construction casement and maintenance agreement that is acceptable to the County prior.r to approval of road plans for Phase I roadway improvements. The Owner's improvements shal I be dedicated, together with the County -owned right-of-way at such time as the County determines to submit the Ashwood Boulevard Connection for public dedication. The Ashwood Boulevard Connection shall be determined to be substantially completed by: i) the Albemarle County Page 2 ol'10 Engineer, or its designee or ii) when it is constructed, inspected and VDOT has accepted (fie Ashwood Connection for dedication, or iii) a VDOT official othenviw confirms that they are substantially complete. D. Rio Mills Road Connection. Pursuant to road plans approved by vDcrr, the Owner shall construct a two lane road connection from Rio Mills Road to the newly -constructed, Berkmar Drive Extension in the approximate location shown on Exhibit D, Rio Mills Roadway Connection ("Rio Mills Road Connection"). The Rio Mills Road Connection shall be substantially completed prior to: i) issuance of the two hundredth (200th) Permit for a dwelling unit (other than it multi- D family dw,elling, Assisted Living, nursing home, rest home or convalescent lescent facility), or ii) the occupancy of twenty rive thousand (25,000) square feet or more of non-residential space within Block I of the Project, which ever first occurs, With the first final subdivision plat, or first final site plan for any of tile Property, excluding the subdivision of Block 19, Owner shall dedicate suffivi,unt land to permit the construction of the Rio Mills Road Connection (including right of way and grading casements) as conceptually shown oil Exhibit D. (The dedication plat for the Rio Mills Road Conmeution shall not be approved until all toad and infrastructure plans are approved and constructed or bonded). Owner shall bear the costs associated with preparation of the Rio Mills Read Corincution dedication plat for review and approval by Albemarle County (the "County). The Rio Mills Road Connection shall be determined to be substantially completed by: i) tile Albernarle County Engineer, or its designee or ii) when it is constructed, inspected and VDOT his accepted the Rio Mills Connection for dedication, or iii) a VD0T official otherwise confirms that they are substantially complete, E. Transit Stash. The Owner shall construct a Transit Stop within the ,getieral 100ation shown as a proposed Transit Stop on the Application Plan (file "Transit Stop"). The Transit Stop shall be designed and constructed in coordination with, and approval by the County Director or Community Development and Regional Transit Authority (if in place) and shall iticouportt(Q a shelter, including a rest bench, pedestrian access, and signage equal to or better than the current transit stops for Charlottesville Area Transit (CAT). The Transit Stop shall be installed and completed concurrently with the installation of surrounding roads and sidewalks within Block. 1. The Transit Stop and above referenced features shall be dedicated to public use, or the Owner shall grant all miseritunt as necessary to allow for the public access and usage of such facil ides, F, Public Transit Opu,;itinuExperases. Within sixty (60) days of transit services to the Property having commenced by CAT, a regional transit authority, or other provider of transit service selected by the County, the Owner shall contribute Fifty Thousand Dollars ($50,000) to the County to be used for operating; expenses relating to transit service to the Property; and Owner shall contribute Fifty 'Thousand Dollars ($50,000) to the County each year ditreafter for a period of nine (9) additional years, such that the cash contributed to the County pursuant to this Proffer IF, shall not exceed Five Hundred Thomand Dollars ($500,000). The monetary contribution in years two (2) through ten (10) shall be paid by lilt anniversary date of the first contribution and each such contribution shall be conditioned upon transit service being provided to the Property during the twelve (12) month period prior to such contribution. G. Construction Traffic_&laiiag~ajiunt. The Owner shall establish Construction Entrance's to the _ Property it, locations as approved by die County and VL)CYF its part of the Erosion and Sediment Control Plan and Site Plan process. During the period in which all roads will be constructed within the Property (and until completion), construction traffic shall be rViltlired to arse tile Construction Entrances as designated in the approved Erosion and Sediment Control Plan, -rll-. Page 3 of 10 Owner still[] prohibit such construction traffic from entering the Project via Asliwood Boulevard and Montgomery Ridge Road, Once (tie roads are completed and dedicated flor public use the Owner shall no longer have the authority or responsibility to regulate traffic thereon. H. !(_yadIft1VL0_ven4_enits, Fieneralla. Tile road improvements listed in paragraphs 1C and ID (the "Rnad linprovemerits")above shall be constructed in accurdwice with road plans submitted by the Owner and approved by VDOT. arid shall be dedicated to public me.'All of the Road g Improvements shall be desined and uoristiucted to applicable VDOT standards, including, without limitation, VDOT's Geometric Design. I. Polo Grounds [toad Railroad Ov--- etoass. Within ninety (90) days after the request by the County ' and the appnrval by VD(717, Owner shall cause to be installed, at Owners expense, a traffic signal at the Polo Grounds Road and Norfolk Southern Railroad Overpass. If, within ten (10) years after the date of issuance or the rlr&t (Ist) Co for a single family dwelling0 within tile Project, tile County has not so requested, (or VDOT has not approved the traffic signal within dial rune period) the Owner shall be relieved of any obligation to install a traffic signal. 2. Trails, Parks and Civic Soaces, The Owner -shall provide the following improvements within the property: A. Trail Network. A primitive trail network (the "Trail Network"), consistent with the County's design standards for a Class B- type I primitive nature trail, shall be established within the Greenway as described within the Code of Developrilent. The geriertil location of the Trail Network is shown on the Application Plan; however exact trail locations shall be detennined by the Owner based on site conditions and in coordination with the County. Installation of d-le Trail Network shall coninivoce concurrently with the site work for the first Block developed within the Project and the entire trail network shall be substantially completed prior to issuance of ille five hundredth (500th) Perillit rot a dwelling (other than a Multi -family dwelling, Assisted I,iving, nursing home, rest home or convalescent facility) within the Project. The Trail Network shall be detennined to be substantially completed by the Albemarle County Engineer, or its desiviee. Upon written request by the County, but not prior to (lie issuance of the rive hundredth (500th) Permit fur a dwelling within the Project, the Owner shall dedicate to the County an casellicut for public use over the Green -way area, as shown on the Application Plan. Prior to the County's request to dedicate such easement, the Owner may dedicate portions of the Circenway by casement concurrently with one or more subdivision plats for areas lying adjacent to the (;reenway; provided however, that Owner may reserve in such easements, rights of access for grading, utilities and maintenance. Each sUbdivisioa plat shall depict the Orcenway area to be dedicated and shall bear a notation that the Greenwa ,y area is dedicated for public use, if, at the titne the County requests dedication (if the Greenway, any part of tile Greenway that has not been dedicated by subdivision plat, shall be (within six (6) nioriths of such request) at Owner's cost, surveyed, , platted and recorded with one or more deeds of casement dedication, Pursuant tea 3igonge plan approval by the ffivarma Water and Sewer Authority (the "RWSA'), the Owner shall install sigmage along The Trail Network -within the Dam Break Inundation Zone designating evacuation routes. Sipagov shall be installed as theTrail Network is established. B. Parks and Qkvjie SVAces. Tile ()wrier shall provide not less than 3.2 acres of land within the Project for Parks and Civic Spaces as described in the Code of Development and generally shown on the Application Plan. Each Park or Civic Space shall be substantially completed prior to the issuaw:e of the fbi-tiefli (40(h) CO for a residential dwelling unit in tile Block in which it is Page 4 ufl 0 located. Parks and Civic Spaces shall be convcyed to, and maintained by the Owner's Association. 3, Cash Proffer for Caultal improvements prulects. A. The Owner shall contribute cash oil a per "market -rate" dNvellitig unit basis in excess of tile number of units that are allowed by right under dic zoning in existence prior to the approval of this ZMA 2015-007 for lilt; purposes of addressing the fiscal impacts of development on [lie County's public facilities and infrastructure, i.e., schools, public safety, libraries, parks and 'or die purposes of this Proffer 3, the number of units allowcd by right under tile Transportation. I R-1 Residential zoning is two hundred sixty-nine (269) single-family detached units. A "market rate" unit is any dwelling unit in the Project that is not either a For -Sale Affordable Housing Unit or For -Rent Affordable Unit as described in Proffer 4 (-Market Rate Unit"). 'rile cash - contribution.- shall be Seven Thousand Three I-Jundr-cd Thirty-three and 18Y100 Dollars ($7,333. 1 8) for each single family detached Market Rate Unit, other than a constructed For -Sale Affordable Dwelling Unit within the Project qualifying as such under Pruffei-4. In other words, tile cash contribution for market rate sirigle tairtily units shall be gin after the issuance of a CO for the 269th single family thvelling unit and prior to the issuance of fit CO for the 270th single family dwelling unit. The cash contributions for each single family attached Market Rate Unit shall be Five Thousand Four Hundred and Forly-seven and 57/100 Dollars ($5,447.57), other than a constructed For -Sale Affordable Housing Unit or For bent Affordable Housing Unit within the Project qualifying as such under Proffer 4. The cash contributions for cacti multifamily Market Rite Unit shall be SevunThousand Four Hundred Nineteen and 91/100 Dollars ($7,419.91), other than a constructed For Sale Affordable Housing Unit or For Rent Affordable !lousing Unit within the Project qualifying as such under Proffer 4. -1. Afford a lilt Housine. The Owner shall provide all'ordabic housing equal lu fifteen percent (15%) of the total number of residential units constructed on the Property. For example, if one thousand (1000) total units are constructed in the Project, one hundred fifty (150) units, or their equivalent, are require! lobe provided E0 satisfy this Proffer 4, Subject to paragraph 4C. The Owner or its successors in interest reserve the Tight to meet the affordable housing objective through a variety of housing types, including but nut limited to for sale units. rental units, accessory units and Carriage Units, ("Affordable knits') or through Cast) contributions, as more particularly described in sections 4A,413 and 4C below, A. For -Sale AffordiLLI�_ Housing Units. All purchasers of the For -Sale Aflbrdnble Housing Units, (defined below) shall be approved by the Albemarle County blousing Office or its designee - "For -Sale Affordable Housing Units" shall be dwelling units offered for sale at prices for which households with incomes less thin] eiglicy percent (80%) of the area median income may quality, and shall not exceed sixty -rive percent (65%) of VHDA's Maximum Sales Price for first-tinte hoatebuyers. Ilic Owner shall provide the County or its designee a period of one hundred twenty (120) days to identify and prequalify an eligible purchaser For -Sale Affordable Housing Units. The one hundred twenty (120) day period shall commence upon written notice from the Owner flint the unit(s) shall be available for sale. This notice shall not be given more than ninety (90) days prior to receipt of the Certificate of Occupancy for the applicable For -Sale Affordable Housing Unit; the County or its designee 1110y theft have thirty (30) days within which to provide a qualified purchaser for such For -Sale Affordable flousing Unit. If the County or its designee does not provide a qualified purchaser during the one hundred twenty (120) day period, the Owner shall have the right to sell the unit(s) without any restriction on sales price or income or Page 5 of 10 tile purchaser(s). Carriage Units, as defined in the Code, shall not exceed twenty-five percent (25%) of the total Affordable Units, B. for -Rent Affordable ligu4ing Units, (1) Rental Rates. The initial net rent for each rental housing unit for which Owner seeks qualification for the Purposes of this Proffer 4, ("For -Rent Affordable Housing Unit')shafl not exceed the then -current and applicable maximurn net runt rate approved by the Albemarle County Housing Office. In each subsequent calendar year, the monthly net rent for each For -Rent Affordable Housing Unit may be increased up to three percent (3%0, For purpose of this Proffer 4B, the term "net rent" inearis that the rent does not include tenant -paid utilities, The requirement that the rents for such For -Rent Affordable Housing Units may not excccd the maximum rents established in this paragraph 413 shall apply for it period of ten (10) years following ty the date the certificate of occupancy is issued by the County for cacti For -Rent Affordable Housing Unit, or until the units are sold as low or moderate cost units qualifying as such under either tile Virginia Housing Development Authority, Farmers Home Administration, or Housing and Urban Development, Section 8, whichever comes first (the "Affordable Term"), (2) Conveyance Of Interest. All deeds conveying any interest in the For -Rent Affordable Housing Units during the Affordable Term shall contain language reciting that such unit is subject to tile terms of paragraph 4B. In addition, all contracts Pertaining to a conveyance of any For -Rent Affordable Blousing Unit, or ,any part thereof, during the Affordable Twin shall contain a complete and full disclosure of the restrictions and controls established by this paragraph 4B. At least thirty (30) days prior to the conveyance of any interest in any For -Rent Affordable 1-fousing='Unit daring;daring;the Affordable Terin, the (lien -current Owner shall Witt 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 413(2) have been satisfied. (3)lLemorting Rental Rates. During the Affordable Term, within thirty (30) days of each rental or lease term for each For -Rent Affordable Housing Unit, the then -current Owner shall provide to the Albeinarlu County Housing Office it copy of the rental or IQAUU agreement for each such unit rented that shows the rental rate for such unit and the term of the rental or lease agreement. In addition, during tit,,. Affordable Term, the then- , current Owner shall provide to the County, if requested, any reports, copies of rental or lease agreements, or other data pertaining to rental titles as the County may reasonably require. C. Cash in lieu of Constructing Affordable Dwelline Units. In lieu of constructing; For -Salt, or For -Rent Affordable Dwelling - Units for fifteen percent (15%) of the total number of units, tfi�: Owner has the option to make a cash contribution to Albeirtarle County for the affordable housing program in the amount of Twenty -Four Thousand and Thruc, Hundred Seventy Five Dollars ($24,375.00) (the "Affordable Housing Cash Proffer'") for each such unit as follows: the Owner shall exercise the option to make, and thereby shall pay tile Affordable Housing Cash Proffer to the County, if the Affordable Housing requirement has not been proportionally met Otherwise, in four (4) installments; after all inspection and prior to the issuance or approval of a CO for each of the Two hundredth (200th), rive hundredth (5001h), eight hundredth (800th), and one thousandth (1000th) dwelling unit within the Project. The total Cash to lieu contribution due to Albemarle County at each of the four (4) payment periods as noted above shall be calculated based on the total number of Certificates of Occupancy issued for Market Rate and Affordable Ilousing Units. Page 6 of 10 5. Cost Index, Buginning January I of each year following the approval of VVIA 2015-007, the antoLuit of each cash contribution required by Proffers 3 and 4 (collectively, the "Cast) Contributions" and individually "Cash Contribution") shall be adjusted annually until paid, to reflect any increase or decrease for the proceeding calendar year in the Marshall and Swift Building Cost index for masonry walls in the Mid -Atlantic ("MSI"). The annual adjusuricia shall be made by multiplying the proffered Cash Contributions •amount due for tile preceding year by a fraction, the numerator of �hich shall be the MSI as of December I in the ' preceding calendar year, the denominator of which shall be the N,JSI as of December I in the year preceding the calendar year most recently ended (die "Annual Percentage Change-). By way of example, the first innitial adjustment shall be $7,333.18 x 2017 NISI12016 JVPSI. Each annual adjustment shall be based oil the amount of the proffered Cash Contribution due for the immediately preceding year based oil the formula contained in this Proffer 5 (tile amount derived from such formula shall be referred to hereinafter as the "Cash Contribution Due"), provided, however, Li no event shall the Cash Contribution amount paid by the Owner be less than Sewn Thousand Three Hundred Thirty-three 181100 Dollars $7,333. 18per single family detached Market Rate Unit and FiveThousand Four Hundred Forty -seven and 5-71100 Dollars $5,447.57 per single family attached Market Rate Unit and Seven Thousand Four Hundred Nineteen and 91/00 Dollars $1,419.91 per Multifamily Market Rate Unit under Proffer 3 or Twelity-Four Thousand and Three Hundred Seventy Five Dollars.$24,375.00 per affordable dwelling unit under Proffer 4 (the "Minimum Cash Contribution"). The Annual Percentage, Change shall be calculated each year using the Cash Contribution Duc, eye" though it may be less than the Minimum Cash Contribution, HOWEVER. the mount paid by the Owner shall not be less than the lvliiiimtlfn Cash Contribution. For each cash contribution that is being paid in increments, the unpaid incremental payments shall be correspondingly adjusted each year. 6. Credit For In -Kind Contributions, Notwithstanding the provisions of these Proffers to the contrary, the Owner's obligation to pay cash Contributions shall not commence until the number of units, to which such Cash Contributions apply have been completed that results in what would otherwise have been a total Cash Contribution equal to tile total value of. i) the Elementary School Site, and related improvements to be completed by Owner, ii) the High School Site, iii) the Rio Mills Road Connection, iv) fliC Polo Grounds Road Improvements, v) Route 29 intersection Improvements, vi) Ashwood Boulevard Connection, and vii) the Trail Network, (cwt[Wively referred to as the "In -kind Contribution"). The In -Kind Contribution shall be $31,086,662.86. The In -kind Contribution reflects, the value of the improvements that the Owner has committed to make in itic,5c proffers that arc for the benefit of the public. In other words, the Owner shall not be required to pay any per unit Cash Contributions until the tinic of the issuance of the building permit for anew unit completed after applying a credit for tile hi -kind Cori tribudon. In the event that the Project is completed prior to the balance of the In -kind Contribution being exhausted, tiny remaining balance of the In -kind Contribution may not be applied for any other project or development, 7. Elementary School Site, Within one year after written request by the County, but Ill no event earlier than otic year after the dale of issuance of the first (I") CO issued for a dwelling within the project, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title to a parcel of land for a shown oe E n Figur: Brookilill School Sites Exhibit and labeled public elementary school or, M % "Elementary School Site" (tile "Elementary School Site"). The Elementary School site shall not be less than seven (7) acres, and shall abut a publicly -dedicated fight of way, The Elementary School Site shall be a graded and compacted pad s`ie witi, water, sewer and electricity utility connections constructed to the Page 7 of 10 edge of the parcel to accommodate an elementary school according to standards of the County School Division's Building Services Department, At the option Of the County, and its lieu of the construction of aschool, a public park may be established by the County oil die Elementary School Site. 8. Public high School or Institutional Ilse Site. Within one year arflur written request by the County, the Owner shall dedicate to the County, by General Warranty Deed and without consideration, fee simple title To a parcel of land for a public high school, and/or such other use as the Country may determine suitable, of not less than sixty (60) acres abutting a publicly-duclicalcd right of way, as shown oil Figure E: Brookhill Schools Sites Exhibit and labeled "High School Site" (tile -High School Site"). The High School Site shall be conveyed as -is, without any improvements or warranty as to suitability. 1). Historic Resources. A. National Register of Historic Places E ligll►ility. The existing Brookbill dwelling is eligible fur the National Register of Historic Places. Owner shall address any adverse impact to this designation as part of tile Section 106 Review under the National Historic Preservation Actor 1966 (NHPA), which is administered by the Virginia Department of Historic Resources (DFIR). B. Cenlete Delineation. Owner shall i) delineate any cemeteries encountered within the Project on the site plan or subdivision plat for the area to be developed which contains such cemetery or cemeteries, and ii) submit a treatment plan for any such cemetery for approval by the County Director or Community Development , or its designee at the plan or plat review. C. Qreenwav Area Woodlands CaM). There shall be no land disturbance by Owner or by any of its licensees, or successors of the Woodlands Camp located in the Greenway Area and identified in the Phase I Historic Resources Study for the Project. This Proffer Statement may be executed in any number of counterparts, each of which shall be an original and all of which together shall constitute but one and the sarne instrument. [Signature Pages to Followl Page 8 or 10 C,L 1Vq/)4 �W VA X F__ _1� � D I_J �-' > U �V, -, T A S� W W H (Z < 0 U �: z , SM � — Q 0 0 z LL [-_ -0LJL . a'3 � �-, - - (D 0 _J IZ-�c T_ (11 J,= E� % g 9 6' If TJ X < a- fl I E z ,� 0 U Ir C) < F-- (00 10 :,: CQ a, * * * 4 10 10 Ri I Cn W Q Z z � � ,.I,, . I is 21 G �4 F, 2 z W H U Z W LU D 0 < ,❑- Z -,, 0 0- T_ _J 2 < - � § -- 9 � 44 -0 >- 0 :E c� 0� W �� W W z W X I I 0 0 _J T- 1: ED :a Tr TE 01 OF-0 - I- �__ M E 9 . ,� U 0 '5 X D I-- 1 M _'J Z) for g � U ,-�, - LU 0 W < 0 Wz co 0� z 0 _J co W R g zoo � _- , 0 ,!�; ta 3 g! 2. _� P4 t7W l 0 - a4 1,f 51 - 2RZ �, ,- ) P, W 0 0 < W - P 4 0 >_ W a_ �: 0 1W >- ,�e W -Z < :a z >- T S ... I X_ Cl) 0 t z W z _<J 2 �2 2 L,1,1 d- LL 0 'a� D� a� _J �- zzooww 69 - 4 Q < I 0 >- >- - 0 I(-0- 'C-0- E a� �� 1 � � � � =,� [1 W 0 LJJ LU W 2: 11 I H is � � DZCDZZZO- is I 9i �) X * 4.4 *,* 4,lo � § (n - Q I H X W r= e �) 111 REVISIONS I REV - DATE I COMMENT BY 1 8131/18 COUNTY COMMENTS RTY 2 9/10/18 ARD COMMENTS RTY 3 10125/18 I FOR APPROVAL RTY I KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast It's free It's the law, e APPROVED FOR �.. CONSTRUCTION I P, PROJECT No.: V1 52000 " DRAWN BY:: MEG CHECKED BY: RTY DATE: 618/18 SCALE: N/A % CAD I D.: ,,. SD2 J PROJECT: FINAL SITE PLAN FOR — ]BROOKEILL LOCK 4A A N\D 4B APAIR"T M E, N,-'- IF S LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA _ M,ffl- . I'll .. - , � , �' I _,�...�i� !" ,�' " I I" � ..,.,�.. �� . . : , I :j , � I -A I �$ ... : %, �� I - 11 I 1. 0: ,rti ; I .:.� I ..:; .: :, � r .,.::�� 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone (540) 349-4500 Fax (540) 349-0321 k VA@BohlerEng.com Lic. No. 0402056625 10/25/18 SHEET TITLE: 7-1 7717D f�% A r _r -1 \ kJ V ),FFE'XR\ S SHEET NUMBER: C-103 RESOLUTION TO APPROVE SP 2015-25 BROOKHILL WHEREAS, the Owners of In Map Parcels 04600_00-00 01$00 and 04600-WOOA18A0 (collectively, the "Property") filed an application for a Special use permit m permit grading activities within the floodplain that would expand the floodplain limits, and the replacements of culverts within the floodplain, on the property, and the application is identified as Special Use Permit 2015-00025 Brookhill (SP 2015-25'); and WHEREAS, on August 16, 2016, after a duly noticed public hearing the Albemarle County Planning Commission recommended approval of SP 2015-25 with staff -recommended conditions; and WHEREAS, on November 9, 2016, the Albemarle County Board of Supervisors held a duly noticed public hearing on SP 2015-25. NOW, THEREFORE, BE IT RESOLVED that, upon consideration of the foregoing, the staff report prepared for SP 2015-25 and all of its attachments, the information preaemed at the public hearing, and the factors relevant toa special use permit in Albemarle County Code §§ 18-30.3.11 and 18-33.8, the Albemarle County Board of Supervisors hereby approves SP 2015-25, Subject to the conditions attached hereto. N a is a tine correct co of a I, Claudette K. Borgersen, do hereby certify, that the foregoing writing copy Resolution duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of five to z e r o as recorded below, aa regular meeting held on November 9 2016y./ Clerk, Board of CoumYO pervisors Awe Nay V Mr. Dill Y Ms. Mallsk Y Ms. McKeel Y Ms. Palmer Y Mr. Randolph Y Mr. Sheffield Absent SP-2015.00025 RmokhRI Conditions 1. Prior to final road plan approval or permitting of a land disturbance in the floodplain, the applicant shall obtain from the Federal Emergency Management Agency (FEMA) a Conditional Letter of Map Revision Based on Fill (CLOMR-F), and prior to road acceptance, the applicant shall obtain from FEMA a Letter of Map Revision based on Fill (LOMR-F). In addition, the applicant shall copy the County Engineer mall correspondence with FEMA. Construction of the road shall be in compliance with approved road plans and the FEMA approved CLOMR-F. 2. Any residential or commercial lots and associated streets (public or private) resulting from the subdivision of the Property, with the exception of the atimsm crossings, shall be located outside ofthe 100 foot stream buffer (as shown on the Brookhill Special Use Permit & CLOMR Plan, Existing Conditions, Sheet 2, last revised 6115116) the Flood Hazard Overlay Distrlcy and preserved slopes on the property. Approval of lots located within the stream buffer Shall be Subject to Subdivision Agent approval. HAM I INTERSECTION IMPROVEMENTS — n INTERSECTION a CONSTUDN •� '.' ON FOTBOUND LEFT-TDSWAIPE ,DLO ST.—.ROAD WIm nS'OF TORAGE .. +-' •mot �l A . • -ANEO PO OGUNURIGHT-AD EONPOLmNAGEDSROAD FROFAGL STOMGETO aoR'OF IMASE111MERSECDON IMPROVEMENTS - • VERTRIO CTOWERT T-OUTOAOroA RGIntNiRICMT-OUTOPERATAN. INTERSECTION I © CONSTRUCT.ASOUTHROUND RMDWAY, P'ROVDINGW EFi-TARN AND m RIGHT TURN E. ,o PHASE III ROADWAY CONSTRUCTANFASTROUND LEFT -TURN LANE ON POLO _ IMPROVEMENTS GRDUNDSROAOW N.,PFEETOF RAGE J INTERSECTION 3 CONSTRUCTARIG—N/RIGHTOU \ - - ROADWAY ENIRANCETO ROUTE RS y� PHASE It ROADWAY IMPROVEMENTS CONSTRUCTANORTHSOUNDRIGH TURNLANE ONUSTgwITH PHASE IINTER /\ SECTION \ , 1m OF SrORAfE , IMPROVEMENTS O NT PNASEIIIERSIECTION OIMPROVEMENTS A PHASE I ROADWAY IMPROVEMENTS INTERSECTION A CONstusTNORT-sOUND RoADwAYTOPROVIDE(Q LFFT e - TURN IANE DIRGROM LANE RESTR PHASE IV I IPEPNNTEDMEOsNm PROVOEWEsraounO LEF W,gyr IMPROVEMENTS `�F V D ♦� \ '.1 \\�/ �. UF`v ' `I � • WWjTIEI,�Ro oFSTOMGEOULEVNID RESTNIPE EASTBOUNp ASHWOOD ROACX TO PROVC T f r \` +'� wlo Groulxaao f IJRGNT.TURN PHASE IV INTERS EMON IMPROVEMENTS INTERSECTION 6 PHASEIINRSECTON PR� MPROVEMENTS RCONSTRUCTSOUn-SOUND OADWO PRODOF - URNLANEANDDIRIGM-TURN LANE CONSTRUCr AN EASTBOUND LEFT TURN LANEONPOLOGROINDS GUR a.oRAGc : BROOKHILLTRA F1C PHASING PLAN WITNESS the hllowing Signed — OWNERS ofTu Map Pineal 0460g•8600-018A0: By: CHARIER R. HPGH By: £ a— — da(a,A,e,y iy '� ETH ANN OGLESB MUCH Date: / OWNERS/PfTaT Map Parce104600-00-00-01800: By: /-� •iz, C A R ESWGEIRUSTEE Due: ", 20/A OWNER of2Ya Map P-1046004M-00-01900: CROCKETT CORPORATION, a Virginia corrporaiion By: RLRH�Z— Ann O. Haugh, Press. ((tr Data: OWNER ofTu Map Parce1046MOD-WO18BO: HORNE LAND CORPORATION, it Virginia corporation Ann O. Haugh, President Daro: OWNER of Tar Map Parmd 046O0.00-00-019DB: CRAFTON CORPORATION, a Virginia corporation By: 0— CD. 7PzYw,d, An. O. Haugh, President Date: BROOKHB.L INVESTMENTS, LLC, a Virginia limited liability company (Comae[ PUrchaser) By: River Bend Management. Inc., Manager By. 1 Alan R Taylor, Pseiden DRie. 1'D 1 21 j %J I, 30581191_ v kb( }n bra \ e/o*fPcfJ \ _ O w, . I,,=nrd�IwRlersw9�I�L \ > Pao o PRFnESTRAN TREEAREA jNc % \ \\ PROPOSED WO 0U1f \\K l �. 1 \ � NAPROMTMENTST SWMP�C � 1' I I I CONCFA CTI111 \.-. I PR In 1 O '. PAlM4'AY DCDy / 1 FIGURE C: ASHWOOD BOULEVARD CONNECT -ION EXHIBIT , ci ii pJ p a y � O 00 0 PROPOSED6- ACREMGM SCHOOL L .. SITE HV P46-AB ORNE LAND CORPORATION f J� l OPO i. OJA \tip TMP46-rSo CRAFTON CORPORABON PROPOSED ACRE ELEMENTAR�SCMOOL SITE FIGURE E: BROOKHILL SCHOOL SITES EXHIBIT NOTE :POLOIA GROUNDS ROADWAYANDNE NGURATIO CONNAS /I/fir NOWNIN GROUNDS EEXHIaITISFORIL-USTRATNW.TH ERPOMSONLY1 FINAL DE NA NDLANECONFIGURATIONSOFPOLOGROONDS f ROADWAY MPROVEMENR WKL BE IN ACCORDANCE WRHTHE� R APPRWED' AHICIMPACTANALYSISANDRNAL PPROVEDROAC - �- / / CONSTRACEONPLANSFOR THEROADWAYIMPROVEMENTS. - ' 0 PROPOSED SALAMANDER TMP46.16 \ \ " \\ CROSSING (3 TOTAL) I \\ Exmwce roouARar \,1` - I TMP41-11 ` \ t'INVERTED RETAINING R YDALOCF DUAE CHARLO 17FSVILLE PROPOSED ROAD CONNECTION RRY BETWEEN RIO MILL5 ROAD AND pCRNMAR DRIVE ` �� '.\�\.�IE,�WALL SYSTEM TMP 6a _r•5:L' �\ ..\ ' ----.- oz -' \\ ._ HORNELAND CORPORATION d. TMPg6.N CRAFTON J CORPORATION Q. SALAMANDER TUNNEL " FINAL ALIGNMENT OF BE DRIVE TO BE CONSTRUC'. • (PER VDOT-.%CONSTR i =, 1 j TM FIGURE B: POLO GROUNDS ROAD SALAMANDER CROSSING EXHIBIT� CF`TON CORPORATION TMP46-14A TMP46-a8B / HORNS LAND' CORPORATION / PROFFER ANALYSIS: IN RESPONSE TO PROFFER ITEM 1.A (TRANSPORTATION IMPROVEMENTS), THE DEVELOPER SHALL SUBSTANTIALLY COMPLETE THE POLO GROUNDS ROAD IMPROVEMENTS, AS DEEMED FIT BY THE COUNTY ENGINEER, PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCUPANCY OF THE MULTIFAMILY UNITS PROPOSED WITH THIS PLAN. REVISIONS REV DATE COMMENT I BY 1 8/31/18 COUNTY COMMENTS RTY 2 W10/18 ARB COMMENTS RTY 3 1=5118 FOR APPROVAl IRTY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG II'a fast. It's free. Ifs rite law. APPROVED FOR CONSTRUCTION PROJECT o.: V152000 DRAWN BYN: MEG CHECKED SY'. RTY DATE: 618/18 SCALE: WA CAD I.D.: SD2 PROJECT: FINAL SITE PLAN FOR BROOKHILL BLOCK 4A AND 4B APARTMENTS LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO (GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA m BOHLER BLACKWELL PARK LANE, SUITE WARRENTON, VIRGINIA 20186 Phone:: (540)349-4500 Fax: (540) 349-0321 Lic. No. 0402056625 A 10/25/18 -a SHEET TTLE: APPROVED PROFFERS CI SHEET NUMBER / /� C-1®4 / � PROPOSED TRAILHEAD ACLS AREAT PROVIDE PARKING, AN INFORMATION KIOSK AND A PEDESTRIAN ROAD CROSSING TO ACCESS THE MULTI-USETRAI A ROUTEag IMPROVEMENT SWM FACILITY 03 T.M. 46-v88 - HORNE LAND CORPORATION ROUTE 19 IMPROVEMENT PATI4WAY ROUTE 29 IMPROVEMENT SWM FACILITY Nx' PROPOSED so'BUFF R AROUND VDOT STORMWATER' MANAGEMENTPOND 00 z_ ww PROPOSED RIGHT IN-RIGHTO v, INTERSECTION IMPROVEMENTS w SEE BROOKHILL TIA REPORT-o� FOR FURTHER DETAILS 1 ji it T.M. 46-z8D I.... CRAFTON CORPORATION I PROPOSED -'BUFFER ALONG RT 9 70' NATURAL LANDSCAPE BUFFER-- & 30' LANDSCAPE BUFFER NOTE NOTE: A PROPOSED MULTI -USE PATH IS PROPOSED BY VDOT ALONG THE O I ROUTE a9 FRONTAGE OF THIS j PROPERTY. PATFIWAYTOBE LOCATED WITHIN THE VDOT R/W. I NOTE: AREA WITHIN THE a 'BUFFER AND OUTSIDE THE EXISTING TREE LIMITS SHALL BE REPLANTED IN ACCORDANCE WITH THE PLACESR9 FORESTED BUFFER REOUI EXISTING coo- 1 FEMA FLOODPLAIN (IIIYP.) IMPROVED INTERSECTION AND STOPLIGHT. SEE BROOKHILL TIA REPORT FOR FURTHER DETAILS /JOT T R'C coKlsiTx vz,f-ati J , Q 4. PRO POSED ASHWOOD BOLA ARRD CON. '\ / UFFER. SEE PROFFERS AND CODE OF DEVELOPMENT.:_—___--� tY' RMOREl F RMATK) ON REOUIR [ON TO FOREST LAKES �--• PROPOSED PRIMITIVE TRAILWA BLOCK i3 DEVELOPMENT fA,,AIIEACTYP) ESS lot aa�2 BLOCK 12 1 EXISTING —YEAR •1� r \ FEMA FLOODPLAIN(TYP) D I V� ♦� �Rq ED CIVIC SPACE BLOCKII A GRIP - ; Al GR UPLAND \ �4','• , PARK ..:\ /. ♦ \ FOREST LAKES NEIGHBORHOODI(/ 1-30' MIN. NATURA u F BLOCK i5 BLOCK 14 �� .� OPEN �•� j�Y' SPACE mP I i EXISTING ARCHAIC WOODLAND AMPSITE AREA TO BE PRESERVED BLOCK 16 fY. EXISTING —YEAR FLOODPLAIN (TYP.) BLOCK q / \`\ TRAFFIC CIrClEIROUNDA96UT MAY ALBEMARLE COU NTY 4.4r, BE CONSTRUICTED AT THE - -PRESERVED STEEP SLOPE BLOCK 5 INTERSECTION OF MAIN STREET AND THE NORTHrSOUTH CONNECTOR ROAD BLOCK 3 ) If OPEN / I .. SPACE) OPEN ` f y (TYP.) SPACE ca '6 4yjp r W � o W � 4 — Z > V CC SITE \\ m C2`\ 1 zp� g: ALBEMARLE COUNTY --J NOSA'DgD J G F °GR°u z- 'PSERVED STEEP SLOPE ;o,,. 0 3 _ Z� TRAILS (TYP.I o VICINITY MAP: SCALE: P = 2000' V i' AN COURT 3o ' ` GBNSRIL 11R17'ffi �� 9 W OWNERS: TMP 0460o Do- 18W TMP o4600-oo- Oft < a.. - HAUGH,58YJR,SR.& HAUGH,THANNSR. G& 4E�L3S OGLE58Y 1R, TRUSTEES ELIZAB95SEETN LETRALESBY H. CHARLOTTESVILLE, K TT CHARLOTTESVILLE, VITRAIL 11JJ CHARLOTTESWLLE, VA aagOv CHARLOTiESVILLE, VA 12901 ? OPEN TM Po4600-ao-oo-ov9o0 SPACE CROCKETT CORPORATION Z C/O HAUGH&HELVIN O (TYP') 435 PARK ST PROPOSED CIVIC SPACE - \ ,4 CHARLOTTE5VILLE, VA a29Pv }9 F EASTERN POCKET PARK 1 r DEVELOPER: RIVERBEND DEVELOPMENT, INC- 8 (LOCATION TO BE DETERMINED4- WITHd O 000 455 SECOND STREET SE, SUITE N fINlLL DEVELOPMENT PLAN) CHARLOTTESVILLE, VA 22903 2 PROPOSED VEHICULAR / - ENGINEER: COLLINS ENGINEERING iE _ Z oa GARRETT ST, SUITE K EA < ZO o INTERCONNECTION ACCESS z z TO THE MONTGOMERY CHARLOTTESVILLE, VA zz9oa Z g 4 0 IN. N. NATURAL BUFFER C S RIDGE NEIGHBORHOOD O / TAX MAP&ZONING: 04600-oo-000vBoo 01600�Ro-oo-ovBAo ot600ao-oo-ov91Kr O / D.B. m PG. 6" D B v333, PG. 45o D B.73v, PG.6yo N o� r ALBEMARLE COUNTY O R-a RESIDENTIAL R-v RESIDENTIAL ZONE: R-a RESIDENTIAL MANAGED STEEP SLOPE )LI $ (TVP) TOTAL PROJECT AREA: 0460000-0001800 4a.55 AC. BLOCKi8 CER04600-o0000v8Ao a7.a9Ac. Opp CC o4600 00 000vgoo vo7.AC. 50 p DISTRICT .TorAl c� 3 �) PROPOSED ZONING. NEIGHBORHOOD MODEL DISTRIR (u DEVELOPMENT TOPOGRAPHY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN AREA (TYP.) / - 5URVEYING AND BELL LAND SURVEYS, JANUARYa S. BOUNDARY INFORMATION WAS COMPILED BY LINCOLN w SURVEYING ON MARCH 7,amS. , / DATUM. NAVDa988 K UTILITIES: COUNTY WATER AND SEWER - FLOODPLNN: THERE I5AFLOODPUINLOCATEDON THISSITE. FEMAMAPIDpoo3Coz8oD DATED FEBRUARY W aoo5. IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE a �. PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH 15 A FEDERAL DAM LOCATED UPSTREAM OF -� THE PROPERTY. �7 - -- MONTGOMERY RIDGE (TYP) 9 L CK 2 I -.I EXISTINGaoo-YEAR PROPOSED I FLOOD PLAIN (TYP) RIMITIVE I I TRAILWAY i BLOCK 2 p^ r DEVELOPMENT AREA I BOUNDARY (TYP.) NEIGHBORHOOD ENTER (LOCATION TO BE DETERMINED 1s WITH FINAL DEVELOPMENT PLAN.) 1 - - BLOCK i7 - BLOCK 4:A�RE I HISTORIC BROI KZFZLIP R' EL BL CK 3 - _ ALBEMARLECOUNTY + 1 APPROXIMATE LOCATION O I ANAGEDSTEEPSLOPE 1 (TYP.) GREENWAY HISTORIC MARKER FOR THE i ._ r((TYP) BR KHILL PROPER ROPOSED ao' B FFER ~ 1e LOCATION OF EXISTING L 1 BLOCK 19 UNNCEMETERY TO T REMAIN LOCK LINE (TYP.) I 1 \ BLOCK 6 ALBEMARLE OUNTY- BLOCK B PRESERVED STEEP SLOPE �t ; / EXISTINGz HYEAR V` DEVELOPMENT 11 FLOODPWN(TVP.) - H LNG BROOK HILL IM OF agTM CENTURY ///- AREA (TYP.) USR MAIN C M N MSOFB OOKHILL _ BL CK B DEVELOPMENI AREA ' BOUNDARY 1 OPEN 1r•-, O SED PAVED SPACE MU TI PU��RP��OSE TRNL (TYP)_"' POLO OPOSED IMPROVEMENT TO tiF YS A, 6 I�"d STA TE RT 6°4JPOLO GROUNDS ROAD FOR ND848�(So) TURN LANES SEE THE POLO { •-"" a63) GROUNDS ROADWAY M + •� { APPROXIMATE LOCATIONS OF UPLAND CULVERTS PROPOSED 30' BUFFER ALONG IMPROVEMENT PLAN FOR SALAMANDER ROAD CROSSINGS TO BE COORDINATED POLOGRO NDS ROAD I DURING THE POLO GROUNDS ROADWAY IMPROVEMENTS. SEE PROFFERS FOR FURTHER DETAILS PROPOSED POLO GROUNDS ROAD INTERSECTION IMPROVEMENTS. M.46 SEE POLO GROUNDS ROADWAY IMPROVEMENT PLAN &TRAFFIC TIA. [ROCKET CORPORATION NOTES: NEIGHBORHOOD SEE CODE OF DEVELOPMENT FOR DETAILS ON THE PROPOSED STREETS AND STREET 1 / j CROSSSECTIDNS FOR THE BROOKHILL DEVELOPMENT. / EXACT LOCATION OF NEIGHBORHOOD ROADWAY, ALLEYS, AND TRAVELWAYS SHALL BE a DETER MINED WITH THE SITE PUN PROCESS. Z 3. ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCE WITH 1 `� ALBEMARLE COUNTY REQUIREMENTS, ALL TREES SMALL BE MAINTAINED BY THE HOA. y� 4. NO CONSTRUCTION TRAFFIC SHALL ACCESS THE PROPERTY FROM MONTGOMERY RIDGE ORFORESTLAKES. / 7,✓ �� \ .( 5. THEIMPROVEMENTS TO POLO GROUNDS ROAD AND THE CONNECTION OF THE �lu \ GOB,�KT EAST/WEST CONNECTOR ROAD TO POLO GROUNDS ROAD BOTH REQUIRE FILLING WITHIN �. THE FLOOOPLAW. A SPECIAL USE PERMIT SHALL BE PROCESSED FOR THE MODIFICATIONS TO THE ROODPWN. 6. PARKING FOR THE PROPOSED BR OOKHILL DEVELOPMENT SHALL BE PROW DE DIN LLI ACCORDANCE WITH ALBEMARLE COUNTY CODE AB.F EACH PRELIMINARYSITE AND M SOF PROPO ED EZONING SUBDIVISION PUT WILL INCLUDE A PARKING AND LOADING NEEDS STUDY FOR THE PROPOSED DEVELOPMENT SHOWN IN THE PRELIMINARY PLAN. Q m 7- ALL DEVELOPMENT SHALL HAVE FINISHED FLOOR ELEVATIONS HIGHER THAN THE SUNNY R H INUNDATION ELEVATION ANDD IN DAYS BREACH DWELLING UNITS BELOW THE PMP _ SAFETYINUNDATIONELEVATION WILL BE PART OF THE FEDERAL EMERGENCY MANAGEMENT Z 7 SAFETY ACTION PUN. L J / 8. THE PROPOSED DEVELOPMENT SHALL INCLUDE A MINIMUM OF (3) CIVIC AREAS, AS SHOWN L.LJ Q V) 6 ON THE APPLICATION PUN. SEE THE CODE OF DEVELOPMENT FOR A DESCRIPTION OF THE 5 J F) (.I AMENITIES PROVIDED IN UCH PROPOSED CIVIC AREA. !, I` 9. THE PROPOSED OPEN SPACE AREAS MAY BE EXPANDED DURING THE DESIGN PHASI J ALLOW FOR ADDITIONAL AREA TO ACCOMMODATE UTILITIES, STORMWATER Q MANAGEMENT, AND EROSION CONTROL MEASURES, AS NECESSARY FOR THE I-j }} DEVELOPMENT. OC CONNECTION POINT(AON THE APPLICATION PUN SHALL BE A FULL VEHICULAR Q (D W INTERCONNECTION TO MONTGOMERY RIDGE. CONNECTION P0INTC5HALL ONLY BE A C f' PEDESTRIANIBICYLE ACCESS CONNECTION. L UI J v. UNIFORM SIGRAGE SHALL BE INSTALLED ALONG THE TRAILWAYS TO IDENTIFY AND < - i DELINEATE BOTH THE PUBLIC AND SEMI-PUBLIC ROUTES AND FACILITIES ON THE SITE. 1 11 u /Q NOTE ALL STORMWATER MANAGEMENT FACILITIES \••/ I \ J AND EROSION CONTROL MEASURES SHALL BE LEGEND Z J • J ��lll LOCATED OUTSIDE OF THE PRESERVED SLOPES. GREENWAY PRESERVED SLOPES �• Z ROPERTY BOUNDARY (TYP.) L ---�`�. VEGETATIVE BUFFER MANAGED SLOPES O ¢ Q r„ �I •• � L� OPEN SPACE N K>H ... •) \ �'•. WITH HOAAPFA'OVAL,ATo'MULTI�USE PATH \ GREENWAY IMPACTS& PRESERVED SLOPE IMPACTS J 0. 1 SHALL BE EXTENDED TO THE ENTRANCE Of WETLANDS MONTGOMERY RIDGE, THE HOA WILL NEED L3 TO APPROVE THE TRAIL AND EXECUTE ALL PARCELWITHIN BROOKHILL ENCOMPASSING THE BROOKMILL EASEMENT DOCUMENTS ALLOWING THE HISTORIC HOUSE& THE v9TH CENTURY COMPONENTS OF l / CONSTRUCTION OF THE MULTI -USE PATH 8RD0KHILL l• ON FICA PROPERTY. O —� I PRIMITIVE tRA1LWAY ,_w' MULTI -USE PATH TO BE CONSTRUCTED ALONG O THE NORTH SIDE OF POLO GROUNDS ROAD CDm - ^�.aAmenl PROPOSED TRANSIT STOP. TO BE INCLUDED WITHIN OR y Fkif �IS- 0 �T ADJACEN I ILA T HE NEIGMBURHWU LEN I EB. HNAL ce aOSED PEDESTRIAN TUfyNEL T LOCATION TO BE COORDINATED WITH TRANSIT SERVICE. CC �- SOU 1NE'a P fc ^CNi80B oees EXISTING voo YR FLOODPLAIN QNPSI 3 ...... STREAMS DUNE 15, 2015 ---- '�( LOCATION OF HISTORIC RESOURCE TO BE PRESERVED -- GRAPHIC SCALE O PROPOSED LOCATION OF CIVIC SPACE vo' MULTI -USE PATH zoo am •ao ® PROPOSED LOCATION OF HISTORIC MARK ER „_.. I ( IN FEET) < / �� / PROPOSED ELEMENTARY SCHOOL SRE NOT To SCALE SHEET 1 OF I ii 1 1 I inch - 200 IL REVISIONS REV DATE COMMENT BY 1 8/31)18 COUNTY COMMENTS RTY 2 9110118 ARB COMMENTS RTY 3 10/25/18 FOR APPROVAL RTY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. APPROVED FOR CONSTRUCTION PROJECT No.', V152000 O IAV+H BY: MEG CHECKEDBY: RTY DATE 6018 SCALE: NOT TO SCALE CAD 1.0.. PH2 C PROJECT: FINAL SITE PLAN —FOR— BROOKHILL BLOCK 4A AND 4B APARTMENTS LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLECOUNTY,VA BOHLER I N GI N I E z I N G BLACKWELL PARK LANE, SUITE WARRENTON, VIRGINIA 20186 Phone: (540) 3494500 Fax (540) 349-0321 Lic. No. 0402056625 (_ 10/25/18 2 SHEET TITLE APPLICATION PLAN SHEET NUMBER. C-1®5 s ,r r am oZapt so a BLOCK 15 BLOCK 13 .40 00 44 lop I: BLOCK lu I., f BLOCK 12 ? BLOCK 14BLOCK 9 y i BLOCK 11 BLOCK 16 g :fryT:vk:sv`�s's. :F y b,. "E�i' .>:� X. Y.FL'V CK 4 ma fta '00 man ao SD�O014 AIM IM, BLOCK 3 BLOCK 5 ,';71 yt j' BLOILO BLOCK1�j I OTEPROPOSED AREA FOR FUTURE BLOCKS WILL BE REVISED AND INCLUDED WITH FUTURE I SUBMISSIONS AS ENGINEERING IS FINALIZED 4�o PRELIMINARY PLAT 2 ROAD IMPROVEMENTS ALONG ROUTE 29 AND POLO GROUNDS ROAD INCLUDED IN SECTION 1 : ;:.S'z SUB 2017 00188 two t2:.�EE I� F: x, jt �ko- 00 tguis aga aim ]BLOCK AREA SUMMARY Soo GREENSPACE/ AMENITIES AC s1 AREA PER DEVELOPMENT PROPOSED PROPOSED »" BLOCK LAND USE DISTRICT BROOKHILL AREAPER COD DEVELOPMENT TOTAL TOTAL CIVIC / OPEN OPEN BLOCK COD (AC} AREA (AC } (AG) aREA (AC) CIVIC/PAR:KS GREENWAY GREENWAY BUFFERS BUFFERS GREEN GREEN j' PARKS SPACE SPACE T 4� ;.- I REQUIRED PROPOSED REQUIRED PROPOSED REQUIRED PROPOSED REQUIRED PROPOSED SPACE SPACE { dam'':. m� �{ REQUIRED PROPOSED 4 - ( INITIALSIT- PLAN " NEIGHBORHOOD SUB - 20 7 00047 -01, 1 120 12.0 0.0 00 00 00 0.0 SERVICE CENTER t 2 URBAN DENSITY 6.3 5.1 1.2 0.0 0,0 00 12 3 URBAN DENSITY 58 5.1 5.8 0.0 0.0 0.0 0.0 0.0 C'fe : `y 5: A URBAN F 3 B N DE NSITY SITY 3. �L 38 URBAN DENSITY 1.8 I �. 19, f 3 1 r c u t f 6 ✓ onnn: , ;xcitt: a: as. > `1 D : } • E , 2< BLOCK NEIGHBORHOOD I r f1( t 5 DENSITY 123 NEIGHBORHOOD sC ., 6 DENSITY 7.2 ROAD IMPROVEMENT PLAN i" ?'=' NEIGHBORHOOD SUB -2017-0017 .' i 7 20.6 DENSITY t f.' 'f 'BLOCK �� -'• 8 NEIGHBORHOOD 258 24.76 DENSITY t ',`•.:( - NEIGD� ORS OOD 8A 17.60 g BLOCK 8A 8B NEIGHBORHOOD 717 DENSITY y NEIGHBORHOOD DENSITY 4 10 NEIGHBORHOOD DENSITY 81 7 11 NEIGHBORHOOD " (� v7 11 DENSITY 139 :> f `'t ��XTE NEIGHBORHOOD 12 99 DENSITY 13 NEIGHBORHOOD 13,1 4'Y DENSITY 14 NEIGHBORHOOD 101 LEGEND DENSITY ' NEIGHBORHOOD I s /�� 15 DENSITY 21 0 SECTION 1 DELINEATION NEIG DEN 11.5 T OOD i �41 11 BLOCK DELINEATION NEIGHBORHOOD 191 17 DENSITY FUTURE BLOCK DELINEATION mm Boma ammal YMMO mim NEIGHBORHOOD s 18 388 DENSITY ' I' NEIGHBORHOOD 200 100 50 0 200 NEIGH19 32 ! i=I DENSITY 1 "= 200' TOTAL 277.5 5.1 0.0 5.7 1 5 0.0 7.2 00 70 0.0 0,0 02 72 11.9 0.0 29 47 1.1 87 12.7 1 0.0 - 1 5.1 1 - 1 4.0 1 - 1 40 1 - 1 13.1 6.8 0.0 1.8 0.0 2.8 4.6 34 0.0 3.6 1.0 01 4.7 3,2 1 2 8.2 1 3 0.0 10.7 57 00 3,2 1.0 0.0 4.2 97 00 1.4 1,1 0.9 3.4 4.1 00 4.7 1,3 00 60 136 0.0 4.1 21 1.2 74 84 0,0 1 8 1 3 00 3.1 11.8 0,0 33 38 02 73 27.3 0.7 44 3.8 26 11,5 32 00 0,0 00 00 00 168, 8 10, 3 53, 6 28.8 16.0 1087 x W z o bz zw� �~ �� 1 I w-tea=� f w"`Y ' N J a J IL J i Z�� cT>aQmo .S 'n ;gZz �W4 [� w f Z r U1 Lu d 2 aL S z <C z N u Z,w 0Q W m ,�>� q W� F-I �~' J W O OW ED< 00 m z � O Oy w O w¢ O 0 � .%-' O w J0 co W ZC� � 04. 10 Cigo 1 >�� Yd} Lr a Y Q d r� z H w} waa�z}i �� u�cj z� Z JAY YLDCL LDUZ1�aW 6S awo°OwQ a 0-,0www= r �zmZzza� cn 2 Zc a E) 01 REVISIONS REV DATE COMMENT BY 1 8/31/18 COUNTY COMMENTS RTY 2 9/10/18 ARB COMMENTS RTY 3 10/25/18 FOR APPROVAL RTY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast, It's free. It's the law APPROVED FOR CONSTRUCTION PROJECT No : V152000 DRAWN BY: MEG CHECKED BY: RTY DATE: 618118 SCALE: 1 "=200' CAD I.D.: PH2 PROJECT: FINAL SITE ]PLAN FOR B ROOKHILL BLOCK 4A AND 4B APARTMENTS ��` 1 S .i LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALREMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone (540) 349-4500 Fax (540)349-0321 PHASING PLAN SHEET NUMBER: H N5\V152000\DRAW NGS\PLAN SETS\SECT ON 1\BLOCK 4A AND 4B F NAL S TE PLAN\V152000PH2 DWG PR NTED BY DREARDON 11 1618 @D 12 04 P41 LAST SAVED BY MG BSON �♦ 1 • I 1 1 • 1 1 1 • i I • r® 1 1 ■ I ■ ■ I ■ l ■ ROP GREENWAY/ OPEN SPACE BUFF 1 1 1 \ I F I 1 1 1 s: GREENW (1.09 A -OPEN SPACE 1(0.44 AC) _ wyl L4 STELLA LANE ACRES QF FUTURE iT-OF-WAY TO BE DED ■ 1 I ■ 1 1 . ■ •.� ■ate-■-tf■■-■-mot ■ ,fir - ..... - . - r - ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ = � c 9a3 y U5 V U or luR . Opy oa4zzm =osxx¢ �y�y U Z pq z o & P=wa - mow �G 2w000w� REVISIONS REV DATE COMMENT BY 1 8131118 COUNTY COMMENTS RTY 2 9/10/18 ARE COMMENTS RTY 3 10/25/18 FOR APPROVAL RTY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's lest It's fee. It's the law. APPROVED FOR CONSTRUCTION PR-ECTNo.: V152000 DRAWN BY: MEG CHECKED BY. RTV DATE: SCALE: CAD I.D. PH2 PROJECT: l FINAL SITE PLAN FOR BROOKI TILL BLOCK 4A AND 4B APARTMENTS LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHAIRLOTTESVILLE ALBEMARLE COUNTY, VA --------------�---- --------------------- -----I � BOHLER - - - - ------- It N 6 I N E It It I N G \� S 28 LACK -ELL PARK LANE, SUITE 2C WARRENTON, VIRGINIA 20186 Ph..- (540) 349-05DO F. (540) 349-0321 BUFFER �--30' PLANTED / (1.43 AC) BUFFFERSTED _--WOW — OUTE 29100' BUFFER BUFFER (1.54 AC) — — — oo+9Z9f — - °70' UNDISTURBED BUFFER - - -- , Qp+bl9! —�- - U.S. ROUTE 29 SEMINOLE TRAIL pp+ff9! --�— 00+Bf 1 -- .p Lic. No. 0402056625 �a 10/25/18 .1 4IONAI. �'G` SHEETTITLE: LAND USE EXHIBIT SHEET NUMBER: C-106A 50 25 12.5 0 50 i"= 50' ;�`.�� 1.�i_ �.'; i► ems' �F. .rr � i i \— — — — ---- ------------ OF9 —_ 00+FZ91 _ -- 00+ �--! 00+ f9f 00+,f9! °°+- U.S. ROUTE 29 SEMINOLE TRAIL —�----- — rf9! ----- NOTES --�---- pp+ 9! 00+tf9f —� — 00+9F91 —_ �-- 1. PUBLIC RIGHT-OF-WAY ACCESS INTENDED TO BE COMPLETED PRIOR TO THE FIRST CERTIFICATE OF OCCUPANCY OF THE BUILDING FRONTING THAT IMPROVEMENT. 50 25 1 .5 0 50 z W w c� a ax O >a x reZp a zogow REVISIONS REV DATE COMMENT BY 1 8131118 COUNTY COMMENTS RTY 2 9/10/18 ARS COMMENTS RTY 3 IW25118 FOR APPROVAL RTY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG Ifs fast. Ifs free. Its tm law. APPROVED FOR CONSTRUCTION DRAWN BY: MEG CHECKED BY: RTY DATE: 6/8118 SCALE: 1"=200' CAD I.D.: PH2 PROJECT: FINAL SITE PLAN FOR BROOK]HILL ]BLOCK 4A AND 4B APARTMENTS LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHAiRLOTTESVILLE ALBEMARLE COUNTY, VA ® BOHLENGINEEER NG 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone:: (540) 34941500 Fax (540) 349-0321 VA@IBohlerEng.com LTH O� L r° R NYA R .p Lic. No. 0402056625��1 10/25/18 �•p�'OH��(6�� SHEET TITLE'. BUILDING PLAN PHASING SHEET NUMBER: C-106B SLOPE ]LEGEND * PRESERVED SLOPES MANAGED SLOPES _ - _ th , , , ,. /„ �;' /,; ' / ' *r.'•� - ,._ _-__ --' +' ' `�t _ \ � ------- --- - - -- - - ^`fib: "`\>'+<``` ��„ `+ �'^ "M^a_------ _-- - - - - - u o � "' 6 _ � t J' /41 - -`� 4"air�«, ,.,,��..,,�``,"``•_`"a+. .: „a, ,..-s 1 r Xx __ \ _ — - gg I" 04 --------------- _ \ 442 j \ _ it l` `` \` ►a Z '_��5 I , r a p J, ------- i46 -------- I I ' I 1;,1`, ` � t , 1, f H-:r PARCEL lD RM wow ss I I ps 1 li�� /';;% ;;' z� ♦...... { TMP 46 1983 / e INSTRI 201800011890 RX hfSMW �iwwcweN a CROCKETT CORPORATION ` _/ m J I; i• 148D8 5107 PG. ------ I'"— --- -- � i' '1 REVISIONS 39 977 AC REV DATE COMMENTBV it , J i 1 B(J1/18 COUNTYCOMMENTS RTV PARCEL lD / _-a1o� IMP 46-18 � 2 snona ARBcoMMENTs RTv a - r — i i''r' �" . I_ _. _= _ ' ,"_ -_ 3 10/25/18 FOR APPROVAL RTY t ( iu - K 4990RPC, 2ON 4nj I _ i _ ---- " ------------ ` r I\ 13 95 - -/, - -'-�-� -- -- -- -"' i/I J am _ - STELLALANELIMITS OF -_...-- �� ..._ - , _ -. - _- , l w' I --..�1.._, fit!_- - _ -"-i`-- _ r -- - — , sw Jill- -- \ 1 t - - 1OF`. ,r12" )� \ `l` _ KNOWWHATSBELOW ,t J ' `IMBI�UIBNICE`ALWAYS CALL 811 A—: — - _- BEFORE YOU DIG ' /' 'wr' - / - � W i \ � %•�,'/'/ It's fast IYs free IYs the law ' '"i!o / � z u - `c�l r7�,:�=I '. 6.. - D FOR iI" �,; ; '�";' ; � -' :%� '' ' / -- tii I.,I:. %' i� , ,�';, � ,`�- APPROVE ;''-;' ----, ii'�r ```'��` 19 , . ,tr h, �, i, ��`. *_ ,„ PARCEL`lD \ ^ �� CONSTRUCTION PARCEL lD _ TMP 46-19A ij I J A'IM .�9•' ,A'' i�iii;l `.\`.\`,.` _ _`�� T/viP 4FJ-19B7 '^� \` `��. PROJECTNo.: V152000 INSTRRI 201800011890 ``` _ _ ` DRAWN D MEG I %I' i I NSTR 201800011890 == f „++ \^` I CROCKETT CORPORATION``, \ CHECKEDB : R Y ROCKETT CORPORATION -;'_------- - _ - --- i ; + , , • , D 48 DATE: 6/8/18 SCALE'. COB 5707 PG 148 ._ ,� — PC 1 -_ -_— - - _ — - _ - -------- -- ,, _ _ __ _ ._______ _ _ __ _ ___ _ 19. 4 A _ \ ` I� 09 C '` --- -- ------ �\ `\ :\``` '`, -.� _ - PROJECT: „ , ; ,"' I i i i ,tit - - ________" _ `. ,,.\ - - 1 - + I,r,, i;!� '^' — �' ```,'`'`' FINAL J IAl \ \ I I I I ------- - \i — r r, ;I „ _ �� I - _ -- I , _ _ _ .,�. ��''`,_ �`, •� ,, � ^ � ` ;'� r';' � SITE PLAN I _- r I I \ `.\ `III FOR 1 1 I :;= �R®®I�I�ILL I C _ it ',; �' BL®CIS 4A AND 4 , / ,Lli ,�, , _I , J, F , _ -- ,110 - / '`---- ----- I I REFOFaTED LOCATION OFSITE _ - ROUTE 29 SEMINOLE TRAIL RD � � ____ - "--- - " - - ' / , AND STATE ROUTE 643 -'f - �. ` POLO GROUNDS ROAD , __ = — - CHARLOTTESVILLE 0 - - = _ _ IN 11 ALBEMARLE COUNTY, VA \ - -: _ ' , , , ,,,,,, , , - _ _ - - - _ tr,tl , _ _ , i S �- -- - - - - y41 " - "� --I �w • -Ji1, J BOHLER SATE 28 WITS ��4_____.__--�w------w—\ -w.�4# 28 BLACKWELL PARK LANE, SUITE ---w- ` w---- _ _ _ - — • `,- - d � _ _ - , { � , WARRENTON, VIR6INIA 20186 1� _ �, � `- ; ---P= vx T - -".y:. _ �- - �'-• '-�-.�- �- ,Y -.w A. - -_ ..- Phone (54O) 349 4500 -�2, 5�) 3asSAEMINOIF RAII - ROi VA�BohlefEng.com - - , r ---- - - --------------- _ l _ - YA R 'i; - Li 25 ----------------- �, 1• -- - --- - -- --10/25/18 SHEET TITLEOVERALL EXISTING CONDITIONS LL PLAN SHEET NUMBER: -201 80 40 20 BC' SLOPE ]LEGEND PRESERVED SLOPES MANAGED SLOPES --- ----------- ----------- x ------------------ - - - -------------- ------ 454 ------------------------------------------------ ----------------------- �z �wl� Z 29 PARCE ID 'M Typ 46-1,9151 INS/Rf 20 180001 ISL90 ------ CROCKETT CORPORA RON 55. 5107 PG. 148 ROW 39.,977 AC z IT, z z5 �x z Z' u Z STELLA LANE T x -\ \ - w-- _ ` --------- pq Ix t";' I V - L ix fN uw- tj z �8001 ------------------- ------------------ ------------ ------------- ----- 4m --------- -------------- ----------- ------------- ------ --------------- -------- Z" --------------- -- ---- - -------- - ------------- -- ----- N - --------------- ---------------- --------------------------- ----- ---------- 462---- - ---- ---- -- - - ............ -------- --- -- ----- - -------- ... ---------- 464 ----------------- ------------------------------ - REVISIONS -- ------ ---------- 469 --------- ---------------- REV DATE COMME BY - ------ 470 1 8f 1118 COUNTY COMMENTS RTV 91101111 ARB 2 COMMENTS RTV ll't 3 I025118 FOR APPROVAL RTY hl - -------------------- -------------- ------------- N mamm (av ru J 1 "A 1 KNOW WHATS BELOW AK ALWAYS CALL 811 It BEFORE YOU DIG Ws fast Its tree Its the - APPROVED FOR 10. #/1 -H It 1 j! 1 CONSTRUCTION k cr �1�1 iI C PROJECT No.: V152000 t DRAWN BY: MEG CHECKED BYRT DATE. U8118 ------------ ------------ SCALE 1 CAD LD: DP2 PRojEc-r v ------------- --- ---- ---------- FINAL ------------ 474, --------- - SITE PLAN % ---------- 4x�_________ PARCEL ;OARCE ID -• ------ TUP 46-1991 101V BROOKHII,L ------ CIYOCAETT COI?PORAT -------- --------- DS, 51071'6. 148 '11,11 "1 BLOCK 4A AND 4B - -------- 79�04 APARTMENTS k, �'kfp 4 -190 1 luc t' LOCATIONOFISITE k 1800011890 IIVSTRf 20 CROCkFT7_ CORPORATION` /\ -------------- ROUTE 29 SEMINOLE TRAIL RD 757.490 AC. t AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE z A • ALBEMARLE COUNTY. VA MEW 0av J11 BOHLER Al0JrE 22 IW BUFFER' ENGINEERING - ------ 28 BLACKWELL PARK LANE, SUITE 201 WARRIENT0 N, 'ARGINIA 20186 Phone (540) 349-45M F.. (W) 349-0321 ANN' LA#r VA@BohlerEng.com 40 LTI 10, -i y I. 7L,'� - --------------- t ------ zn - - - ------- .... .... .. -------------- -- - RANTEDI .... .... .. --------- --------- ------ — - --------------- ---- FORE BUFFER ------------ ------------------- " /7 f NYA R Er. WT I. N1 510RAl • AL - --------- ----------- =6;41N ---— - - -::: _-------- ------------ EX. Ew- I : ---------------- -- ----------- ----------- 466 --- ------------ -- -------- ON!; --- -- --- ------------ ------- - ----- - ---------- --------- ----- ---- --- - -- ---- ----- - ---- --- ------- ------------ ---- -- -------------- --- - ----------------- - --- -------------------- 458 ------ -------- --- ---------- - 5/av --- -------------- --- ------ ------ --------------------- fum ------- ------------- 024' LF ----------- ------- K54 ----------- OLETRAIL -- ---- U.S. ROUTE 29 SEMIN 10 ------- --------------------- _Ll,�#T 45 UP.H.) ------- ---- - -------------------------- (V�8ij&t WIDrfi - SPEED u 20 10 0 40 _i2_0 P. j5-9 —A8. J12 A --- -------- ------- LL_ i2l,7114 ----- ----------------- --- --------- ---- --- ---- ------- ------------------------- ---------------- ------- ------------ PARCEL 49 -------------- ------- Ez z TOP 46-1993 CROCKETr CORPORATION TUP 4 &,72' z 0 I. CRO(arr ORATION u .. ...... ---- ----- DR. 50/1 PC. 170 Mdew ail ISw EL ROW fiV94 lh Al LK RON ----- ------- a fiff— UO J9.977 AC ------ 42 D8 4997 PC 724 ------------ --------- - 13952 AC Zg IX fv z R 6. WE u SLOPE LEGEND x z.1 SD I DO • PRESERVED SLOPES STELLA LANE u. ,;7 . . . .. .. UMOF s4v II " 16 'x 200 : 11 '� 8 � �08400' E42-M-NI, I z .LA LANE m 7 20'a. II II h aMANAGEDS FES '24, Rw1wwr Z.22 Z' 'p� ry! 'W U. Lr 12'#f I A mAk --- 452 ------ — ------------ >454 ------------------------- ------ ---- -------------- ---- -- -7 -------- --------- z --------------- 4M --------------------------- - ------------ --- ---------- L Z ----- ---- -- --- ---- ------- ----------- --- ---------- 462 ----------- - -- ----------- ---------------- ------------- 4. Ow) REVISIONS 466 ----------------- — ----------- ------------------- ----- -- • - 411 REV DATE COMMENT BY 470_ 1 8131/18 COUNT(COMMENTS RTY 2 9/10/18 ARE COMMENTS RTY ------------- 3 1=5118 FOR APPROVAL RTY OF ------------------ Ilk" — — — — — — — — — — -------------- J � Ilk 7 \ -- - ----------- KNOW WHATS BELOW 119 ALWAYS CALL 811 - ---------------- -- -- 'I" "' 1 -1 ---- ---- BEFORE YOU DIG ---------- INSTRJ 201800011,390 It', fast Its free Its the Is, -- -------- --------------------------- --- ------------------ ------ 46-1.9A Typ ------ ---------------- 17T CORPORATION -------------- CROC16L CL -------------------------- ------ --- ------------ ------------ Prifo ------ ' / — - --- ---- APPROVED FOR mfl- ---- , I '- ",- ----------- D5. 5107 PC. 148 EX. 10' W11 H I ----------- - - - - ------------------------------------- 18.354 AC CONSTRUCTION ----------------------------------------- 'PROJECTN.. V15 Go DRAWN BY MEG --- ---- -------------- -------------- RTY ---------- ---- -------- ---- CHECKED BY: 00 -- — ------- ----- ---------- ------ ------------- ------------------ ------------ DATE mia -------- ----------- -------- 11AIE, -7 --------- ----1, "It ""4 -- , , AD SF`2� ---- -------------- ------------- " 1 � - -------------- --------------- ---- ----- --------------- -------------- 478 --------- ---------------------------- --- --------- - ------ ------- --------- --------------- --------------- ---- ------------- -- ----------------- -------------------------- - ------------ -------- ----------- \1 llll�`17�1-1 - - ------------- --------- PARCEZ ID -------------------- IMF 46-1981 ----------------------- -------- 'TT CORPORATION CROCKL ------------ DR. 5107 PC. 148 % -- - ---------- 19. 049 AC 411 0 40 ------ 4v I. rl 62 -------- ------ 4p 410 7- - --- — — — — — — - 71--- --------- 29 lW BUFFER -- ------ -7:7 ------------------ -------- - - - - - -- 7:-�-- ---------------------- Ell M 10� BUFFER 40 ------ 1, 1 14 --------------- ------ ----------- sr. ------ ---- ------------- ------ Mw - ---------- ------- figaw --------- --------------------------------- REFORESTED --------------- BUFFER PARCE� 49 ----- - — - — - — — — — — — — — — — — - z� --- ----------- --------- TUP 46- 19,91 -------- INST?i 2018000118,c ----------------------- --------------- WTEDI �O tESM BUFFE� ------- T CORPORATION ----- -------- CROCfi7 DR 5707 P6. 148 -1 - --------- --- -------- ----------- ---- -------- 19.049 AC ------------ ------- --- - ------ ------------- ------- --------- . . . . . . . . . ------------- -- --------- -------- ---- —=- --------- 2FR ------------------ -------- ----------------------- -- -------- ------ -- - ------------------ ------ -- -- ----- -- 4 ------- -- ---------- -------- ------ --- ------- < 77:� ---------- ------------ ----- < fffff W.N ---------------- ------------ ---------- ----------- ---------- -jq 81�MINOE45 TRAIL U S. tL. I 0,0TE R LIOM.P.H.) - — --------------- -D 2,1' (VAR�BLE WlDrH -SPEED 4t' 20 10 0-40 PROJECT:FINAL SITE PLAN - FOR— BROOKHILL BLOCK 4A AND 4B APARTMENTS LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA BOHLER ENGINEERING 8 BLACKWELL PARK LANE, SUITE 201 WARRENTON VIRGINIA 20186 Phone (�40) 349-4500 lu (540) 349-0321 Lic. No. 0402056625 6 IT25118 j SHEET TITLE EXISTING CONDITIONS AND Dk,\l0lJTI0N 111-N\ SHEET NUM9En C-203 / , I I IMEW / / >M � 711 W_ L4 } ILJ u I STM OISNRMM4CE a STELLA LANE �'V� PROP PROP. ) STOP SIGN PUBLIC RO'W I' 7 u i PF BAR OP, (SEE SNEETC381 NOTE 4) I �'fK. r � _4 I / "I .WULc ,n� t� ,,, ,.. PROP— — — \\ WALL / - i WA_LL_E- �/ SMIN. FRONT SEfB4CK �.ML � 25 MA1C FRONT 9EIBSCICN o�� \ \ \ \ •,.� / aRUI•._ ° U \ \\ 1 / IS 172.7 IX o \ MULPROP. ln Y 1 \ (—� APARTMENTS 4SM 206' 3B 7l.T 11B1 302 69 MA% �' o N0 PROP./� m IS IN 1 6 U ) w s vAuLi B (SEENO7, 4) ° SCE N0 C4 / I PROP. MULTIFAMILY I I 8 PRAPiTIFAM P4RTMETS11%I 174 APARTMENTS o F B0 MAX 4STORY PROP.MULTIFAMILY- 124' i2' S 10B 0' 12 12A' b a B � ) .. (BU DNG ETYPE'Al I I �(' PROP. HEI 0 BY MAX APARTMENTS B B' 7.1' `d FF ,Ok'. FOG FFE=46878 I (BO / AP MIRY P� f o 0 / PROP. HEIGHT / (BUILDING TYPE D') 3 'R 0. R 0 (TYP.) PROP. l h o I I ° "K FF PROP. /� /��y� CG•17A ~ B FL[[-7�--�jj I r'TEFF BF=447,04 o`STpP SIGN '� CROfXETT �� ') 1R I 4y Hr - ~FFii�1 S •. g I I I ALL E ,C IPROP.LEVEL 2H7' SPREADER WFA '1 ROP. H LBAIR. STOP' PROP.BA7P� h I BFl Fsoxeurel EFNOTE41 eAn(TYP.) BAR SPRFAOE_R_L / /A'\ f f PROP. UGHT f - I ° T ""- U POLE ITYP. %. °� ROP PUBLIC ROW �..I PAP. PUBLIC ROW '`502' 01.1' 7q ! ISEE SHEET C30f1 �-1 (SEE 9FEET C301 lY ° �Il.PRfER TE4) J NOIEQLIMIT OF GREENSPACE ANO FIfNRE 1 w.W®b16GREENWAAA PEZMA207500ESI ° I I PROP. ACSA CODE OF OEYELOPMEM I _B @ AFSMT. BEWQtE,. ,.'' • . _q �CRO A C-0ROP.ASFf1'ILT ° aM+1GP• � .. C R LSE PROP.PRORsroI ° CI I I I I 'SLOP y _- 'STOP SIG By["M) (TYP.) T \ PROP. \ 18R ITYP L \ J \ PAP. MUAPARTMENTS WM VAL BB.f STOW oe b PROP. WALL (SEE NOTE ' PROP. HEIGHT U PROP. II 1 ° I !�5T' I PROP. MULTIFAMV PU8� TYPE q � �.i PROP. MULTIFAMILY I 'N '�"i' i I ° I APA S 18TOIiY APARTMENTS STORY BY MAX SIX Y 1 1 0— U a HEIGHT I P. WALL o (BUIFF LDING TYP455.0E E d U ' BY � P. UIT 49.25 I I I - ` b -lv 1v lB- z4 i 4 3r —+s 1v 1C_U 27 ° \\ 81.1' 21L3' A i f f �) f I I(31 I ASRLLLT I aLR7 }}t5 ` PROVAULY—' I- ' (IYP.)� a i8V f Ea N I PROP. FD .48'FENCE No I . OP.sI R�CKETT CIRCL wz°vAuL' �, I I I I MP BAR RYP_) PROP. PROP .'SfM SEENOTE4) b // 1-_ / �► e'STOP SIGN BAR(I1'P.1 PROP. LIGHTy RYPJ POLE (TV) 9 !2 4 r II 373 I/ I CIgOMPACfOR---- r• / / I 1A$-DETN ) - - - ___----_� 1� / SATED 5k,W PROP. �, E% / - --- i----- - / P110PGSSAI-_-r o — - — 1 - �- - 7 �--------- r PIUANTEDI / Li � REFORESTED BUFFER � y 1 AREA 'mil' MO NUMINT MODIOZZ1 --_ L14 l FDUND UND f -Dr. ew-1 Ar A/ONUMENT FDOND 7 ' �MONOMfNT (RIND X - U.S. ROUTE 29 SEMINOLE TRAIL w - ------------- LIM _ - - - - - - - - - - (t/ARIABLE W107N -SPEED WPE / 45 M.P.H. O.H. 220 P. 159 0.8. J17 P. 557 N.W.P.& P. 75I -_- NOTES: 1. STELLA LANE AND ARCHER AVE ARE PROFOSEDNNOER REVIEW AS PART OF ROAD PLAN SUB201700117 AND ARE SHOWN FOR CLARITY PURPOSES ONLY. 2. PROPOSED AMENITY AREA SHOWN FOR INFORMATION ONLY. CONTRACTOR TO REFER TO PLAN SUBMITTED UNDER SEPARATE COVER BY ARCHITECT FOR DESIGN I HARDSCAPE DETAILS. 3. SEE ARCHITECTURAL PLAN FOR ADDITIONAL AESTHETIC DETAILS ON FENCES, RETAINING WALLS AND SCREENING MEASURES. 4. PROPOSED PUBLIC RIGHT OF WAY RESERVED FOR FUTURE DEDICATION UPON DEMAND BY THE COUNTY. oil Imli!I= ;1= imlllNV== I J A Li i \ ADA ACCESSIBLE ]PATH INSET Bo 4G 20 G 1"=8O ]LEGEND: PRIMARY BUILDING ENTRANCE 1 0 0 0 0 0 0 1 ADA ACCESS PATH SPILL CURB CATCH CURB TRANSITION CURB 40 20 10 0 40 1_ 40' F �Oaa kxk €� W ~ �F tt��ado Be z Z W z� z OR, wJ O � U MM zo F� z a mZo ti m REVISIONS iEV DATE COMMENT BY 1 8/31AS COUNTYCOMMENfTS PITY 2 9/10118 ARBCOMMENTS RTY 3 10/25/18 FOR APPROVAL PITY KNOW WHAT'S BELOW '7� ALWAYS CALL 811 �' � e BEFORE YOU DIG . It's fast. IYs free. IYs the law. APPROVED FOR +(n CONSTRUCTION �V PROJECT Na.: V152000 DRANM BY: MEG CHECKED BY. RTY DATE: Slams SCALE: AS NOTED CAD I.D.' EP2 PROJECT. FINAL 11 SITE PLAN FOR ]BROOKHILL ;BLOCK 4A AND 413 APARTMENTS LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA ® BOHLER ENGINEERING 28 BLACKWELL PARK LANE, SUITE 201 WARRENTOIN VIRGINIA 20186 Phone. (540)349-4500 Fax (540)349-0321 VA@BohleTEng.eo.G LTH D R NYA R LiC. N0. 0402056625 10,'25/18 AL° SITE PLAIN SHEET NUMBER'. C-301 u I I- fX NOW '"' } � karl.I _� ✓ Lam.._ �� 4.J < _ . � r STELLA LANE - eAe 1� UNITS OF DISTURBANCE PROP. PUBLIC ROW (SEE SHEET CM MOM 4 /} v ---- 3A, rr \ Q — 6MIN.FRONFSE11ACK— LJ \ 1�--rPROP.,57(1T ACK ♦)ETM70N_ / / � TS MAX FROM 9EIBACK \ RIP�MPA1 AREA / _► -. 3DS - I� P [r4.-4- PROP CLASS 189.7 A L I EASEMENT W7 MACILTY PROP. MULTIFAMILY PROP. MULTIFAMILY �'C� POP MULTIFAMILY PPTNTS I 17T PARTMENIS ff=4�.70 MAR(MEN(843TORR/STORY (� 4STORV PRIG EIgR I 60MAX 17W 11y 111 § Q PRaP WMAX I LIMITS OF NOTES: (BUPFE=456.75 A) I I U PROP, .HEIGHT) 120 13.5 rA8ROI y 1 PROP. HEIGHT dSTURBANCE TIDING HEIGHT A (BUILDING EIGHTTYPE 1 Ff 45600 _ m S pRGp Y _ �PE BF 1. STELLA LANE AND ARCHER AVE ARE PROPOSEDNNDER REVIEW AS PART OF ROAD PLAN N PROP. - 12A SUB201700117 AND ARE SHOWN FOR CLARITY PURPOSES ONLY. _ I 1? j / � 4R I I FSM. - WNL E -PROP.FASPFNLT- m_ 1 a z TO PLAN9UBMrFrE UNDER SEAMENITY AREA PARATE ATTE COVER BY ARCHFOR INFORMATION NTECT FORLY DESIGNACTOR TO REFER b IF RDESIGN /HARDSCAPE PROP 1D AILS gmI I 3. SEE ARCHITECTURAL PLAN FOR ADDITIONAL DETAILS ON FENCES, RETAINING WALLS, FFFNNN I AND SCREENING MEASURES. I I ® b o I I --- mPUBLIC ROW PROP. NOTE4SHEEf C3M J (SEE SHEET C30NOTE ) i j 4.5' ` BTOP ]GIN �� Cu) -`Sur n r • �� J « _ PPHN44 r R PRaP.AB T "�" gGx CRAFTO IRCLE ,BsP 'STOP•SION PROP MIATIFAMILY El 10 IV PB ,S ® 18'- zc -1910 ,8'- 2q 1 APAMMORY EMS 83 MAX I 1 I' I PR�O/PinWNl LO II II PROP MULTIFAM_I 7- (BMU➢ N-GC) FF �'� PROP TV- M RiSILYLBYMAXS APARMBJfs 5.5 45TORY PROP. . I « PROP. HEIGHT I = I II P. WALL II PEOMA% (BUIL ING TYPE s)PR FF= `.� 'r10 FITNESS(BUILFllFING,T2P5EB1 $S BURRING ¢q FF=453.00 21.0 81.1' 4 b ffiS ee 1T7 7 :..i � ...... b I _ m ., ' m NON S0.B 12B 1 o ui r m j AT'R d ab � Ell R -PROF 1;� LJ� F WM\'NOTE SEE NOTE ' O 1 4 Ua lul�1 x Eo �w�"LLg P4 a Z�w • •• Zt a�iZl F �> a�� z /� x ... PCmom a �zG aZ 9r�03� ...1HE �F REV SIONS REV DATE COMMENT 1 8/31/18 COUNTY COMMEAlT8 F 2 9/10118 ARSCOMMENTS F 3 1025/18 FOR APPROVAL F KNOW WHATS BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. IYs free IYs the law. APPROVED FOR CONSTRUCTION PROJECT No.: V15MOO DRAWN BV: MEG CHECKED BY: RTY DATE : 6/8/16 SCALE : AS NOTED CAD I.D.: SP2 � PROJECT: FINAL SITE PLAN 1, OR UROOKF111 T U�.00K 4A N N I) t l' APARTMENTS S LOCATIONOFSITL y ) f e s ROUTE 29 SEMINOLE TRAIL RD a POUE ON CIRCLE J 2.5a AND STATE ROUTE 643 I _ _ I POLO GROUNDS ROAD OW) C Rae elaleLT GF m B PROP. tar 3 CHARLOTTESVILLE °B b ALBEMARLE COUNTY, VA I ------------- - - o coMPAcOETMIS) �r - - - - - - - - - -"---- ADAACCESSIB]LE]PATHINSET �80 MAINTENANCE I I ?a 700 BUFTER �EEARCH�� _ u_---------- / m BOH LER �. 1 =6c 379' _ - - 1 - - - - - - - - - - - - - - - - - - - - ]LEGEND WARR: ENGINEERING -I 28 BELL PARK LANE, SUITE 201 PRIMARY BUILDING ENTRANCEWgRRENTON, VIROINIA 20186 Phone349-4500 . (540) (540) 349-0321 7Uh1/` PROP. I ■ • ■ ■ ■ ■ • I B PATH CEO - - RE p�Ep /�' SPILL CURBVA@BohlerEng.— k 1 11 REFORESTED --_-.,-��- I � O CATCH CURB TH p� A TRANSITION CURB W��MMd I I I I I L8 l9 1 ar It cr u FN I LiG_ L` L11 MONUMENT MONUMENT MONUMENT FOUND FOUND FOUND r.fkk{_7�{...��.fhla T. Yir1t �,°...ki.t1 y.•d r 4�..15.K,}}£ uin£p � IIF w - _. m TRAIL -- M - "- - _ -" - U.S. ROUTE 29 SEMINOLE - - - -_ �— -- LIMIT 45 M.P.H.) - — — - - (PAR/A2 WIDTH - P. 254 — _. -.. K 5SPEED Da 22(1 P. 159 Da J77 P. 57 W.P.B ! - -- Lic. No. G402056625 10/25/18 A SHEET TITLE: SITE PLAN SHEETNUMBER. CC-302 Channel Report Channel Report CS-1 10-Year Storm HN._ — . Poo— CS-2 10-Year Storm User —defined Highlighted User -defined Highlighted ln,.d Elev (it) = 443Z0 Depth in) 022 Invert Elev (ft) = 442.80 Depth (it) = 0,31 Slope (%) = 2 GO Q (of-) 0640 slope (%) 2.00 Q (of-) 089 N V.111 = lotD Area 1111) Velocity (Its) 1,11 1.07 N-Value = 0.040 Area legit Velocity (Ns) 112 144 Del, tell... Wetted Penn, (it) 5.46 Calculations " Wetted Perm Ot) 4.04 Compute, by: Known 0 Cdt Depth, Yc (ft) 0 18 Compute by: Known 0 Crit Depth* YC (it) 026 Known Q (Pfe) = 064 Top Wort, (it) = 5.45 Known 0 (cfs) = 0.89 Top Worth (it) 4,00 �v EGL (ft) = 0.24 EGL (ft) = 034 Rev (it) Section, Depth (it) El. (it) 447 W 445.00 ob Ob 3.40 44600 2.40 44500 — —On, n . — On _b1b 44200 I oO 441 on 1 0 6 10 15 20 St. (it) Channel Report CS310-Year Storm Use effined Highlighted Went Elev Ot) 433 50 Depth (it) = 1.12 Slope (%) = 1.25 N-Velue 0.040 Q (oft) Area (scift) 31 0.75 Velocity (fl/.) 1.76 Calculation. Wetted Perini (11) 264 C.ntp,.re by Kin— Q Cnt D,irpth, Y, (ft) 0.79 Known a (Pfe) 1 31 Top Wft (ft) = I'M EGL tom EI,1n);Tt:4EI'1-). Section 10 11 20 21 to St. (it) ------------------- ---____ ---------------------- --------- 454 NBO(ITSETIN GRADING ISLIFIRENTLY FIELDB LNG VERIFY US PRESERVED SLOPE HATCH IS CORRECT. GRADING NG WILL NEED TO BE REVISED IF HATCH FOUND TO BE ACCURATE N AS GRADING WITHIN PRESERVED SLOPES IS NOT ALLOWED. RO ---------- IV � O FA ROW z STELLA LANE (SEE SHEETC1301 NOTE4) PROFnisi rH % R Yy E IAA KING 75 25' MAX. FRONT SETBACK -452 456 PROP M lj�F `LY ULTIFAMILY APARTMENTS ftm, I 4 STORY W MAX PROF. HEIGH (BIJIUA GTYPE FF 458,50 =Qv NVAR A& -OEM NEI s k1-170, i 0 -I! Kim M --DETAILED GRADINGH-1 'ORAME"ITYAREk TOBECO&IR-IFFED RY LANDSCAPE ARC ITECT 0 Bak LY �RCP WAUL 4STORY W MAX PROP. HEIGHT (BUILDIrTYPE'M TF aX DF 44&S4 nEw5�7 4 M ChannelReport AR _ V, CSA 10-Year Storm Use -defined H ighlight. Invert Elev (fi) 447 5 epth (ft) 0113 Slope 1%) 2 002 Q (cfe) 0,700 Velocity (W.) 0.92 C 1-hintion, Mired Peth" (it) 843 Compute by: M— Q CritDepth Y (it) 0,15 Known Q (of.) 0.70 Top WdIth (it) 8 .12 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EGL (a) 19 J, MIM W. 1� 6— n—i Elev (it) Depth (it) REVISIONS REV DATE COMMENT BY 1 8131118 COUNTY COMMENTS RTY 2 9110118 ARE COMMENTS RTY 3 10125J18 FOR APPROVAL RTY 045 0051s. 2 A KNOW WH BELOW 'At T R E ALWAYS CALL 811 BEFORE YOU DIG It'. fast. It. free It. the 1.w APPROVED FOR Iff] CONSTRUCTION PROJECT No: DRAWN BY MEG CHECKED BY: RTY D 618118 2000 SCALE 'APARTMENTSMULTIFAMILY q 4 CAD 10 GP2 SOTMAX �ROJEC- PROP �HEGHF ISUILDI GTYPE'% FINAL SITE PLAN ROOFOKR LBHIL BLOCK 4A AND 4B A13ARTMENTS .61 HOPE DRAIN ff4: LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD u CWLOTTESVILLE ALBEMARLE COUNTY, VA W 07C &4A M BOHLER oci ffm� ENGINEZRING 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, 1ARGINIA 20,86 Phone. (540) 349-4500 P`,x (540) 349-0321 7 R A R , NY rY Lic. No. 0402056625 447 10/25/ „ /18 —RUIMEW AL 7 ------ 175 '—.- `_- ----- rSHEETTITLE. ---------- ----------- - ------ - ---------- • -------------- ----------------- ----------- — ------- 7 ROP. M RISER --------- PROP. 4r FE STRUCTURE - - ---------- -------- D75-- -- ---------- ------- -- --- ----- ------------- --- ------------ :-:: --- ----- ---------------- -------- --- 6 ---- ---- ---------- GRADING PLAN 451 - -- ------------- - -------- --- --- -- ---- - -------- 04- ------------- F0601117 ; D, — — — — — — — — — — ---- ------- - - SWALE 10�17EAR FLOW CALCULATIONfferil 450 --- ------------- T" 9: ------ --------- - - - —0— 1, ---------- -------- - ------ — — — — — — — - C-O%A-O.18AC;,-6G4IN/HR E NUMBER. O= (0 5 ) (018)'(664) - O.64CFS - ------- 454 -1 26 ------ ---------------MINOLE TRAIL D e In 15 D 25 Pit . . . . Pe . ce TO CS-2— C=050;AGO.27AC;i=664IN/HR - - - - - - _17� Q (a 5O)j 18) 1(6 64) - 0689 CPS --------- U.S. ROUTE LV H.) C-4ul She(ft) _CS3� C-O%A - OQA 6G41N/HR A 1_�_ M 10 0 A, - LIAJIT 45 A Q 64) 1631 CPS -------- ------- WIDTH (0 )*(049)*(60(VARIAB C84— C035;A 0 30 AC;, 6 64 I"R VKW"FTP Q - (0 35)-(0 30)-(6,64) - 0 70 CPS -------__- 1.111= Q111 " 11 - 72 I 54 u ---- - ---- -Erg i'�igsM<air T1V , 6r. ROW e \. NOTES: N , 1. FOR CG-17A RAMP GRADING DETAILS, SEE SHEET G909_ II - I STELLA LANE 1t - LIMBS OF -... _ I I I li ' DISNRBANCE ` v4o -J .. _._•� FasEueWr \� PROP PUBLIC ROV/(9EE 9HEETG301 NOTE 4(.- i kX V/LWALL --- -- - -- a 456 D 1 RIDGE 04 :.� ROOF NiNN aa6.7 '• 00 � I a a .w � ace. � a<v PROP.MULTIFAMLY APARTMENTS PAME ST 9 I I PROP�AR LTIF ILY / G .B �« E TT PROP. HEIGHT I I it �� I 00'AKC i� I M 0 (BUILDING TYPE A)I I IBPROPIHEIGHT FIFE UIDN A ') d557 I SL .. P WALLS . I • „ it ,�1rr WALL I HOPE 3 TM 1 SW 4I2. 5 ROOF DRAIN STM T 4 1.ZP iy' 45 Co 1 IM sl ks.l I '88 o STM ,Y " � W 4 , I z N � PROP. O'HOPE�''II{{'' A ROOF ORPIN PROP. PUBLIC ROW T PROP. PUBl1C ROW I A7 IIWW�I IIII i /SEE SHEETC301 (SEE 9HEETCa01 it _ R OTE 41 J NOTE4) , 7 \ TW ETALED 10 BW0.51.75 - .`4 PROP. 32ACSA `kl / FORAMENBYAREI ,�.�_, ` TOWCOMPETED � 4 .00 J .55 °} � 4- is BY LANDSCAPE --- --- ----- - -- — ---- - _— __ -- - / 4 Uo - Ka 6 W p E ;' i NEQ NE z C9, ...... EX 20' sra4M c1.�edfFror l / Err N [r _ S4h7TAF: W ? a ROWF al - IX R71I \' U ni i _f/ y 'uT Try , s T z -'-�21w' a......° i fX 10' STa4AP-+ ,I� s W U C , ,..:. t - \ Two CIA93A7 AREA 43iµ , � / �" PoPAAP ro REVISIONS REV DATE I COMMENT SY 44Y TW44. '. 4M 461.T FACIUIY `. 1 8nl/18 COUNTYCOMMENTS RTY a a3s.7 EASEMENT s M c44e,o _ iN'BWd @1C6'Po9ER 2 9/70/18 ARB COMMENTS RTV C .03 / STRUCTURE ` 3 10/25/18 FOR APPROVAL RTV PROP. MU D71LY APARTMENTS \ `. d47. 45TORY ..:� 'MAX PRO HT OISN�WCE (BULDINGTYPED) 0. FF-440.00 �... BF=438.00 , 87 G4400 \ STM A15 447, PROP E FDRAI ROOF DRAIN I G 438. \ ____ ___ KNOW WHATS BELOW p Mb41 3.1` .... „ ''. .. mi-XI BEFORE YOU DIG ►' ,' :,. �\ _ f(3c:f'i....�"Idaiti,7 �ICr�]� ,�[�i_,� ILd.�k;� I I .. I �� I M3.Ik FR?L rC __ �.wil�. »' © �U�L I C�. , cZl,�,x,,• =l�i� 42.j . O®-c-�J t�l t•lj�© �� 1 �©CONSTRUCTION APPROVED FOR : © ®p ` '.TRRf'-rYi3S'.,d•'➢® .a1•� ��`TIIZ,Zc.-1F— �� y,, . . ,��k „ C'uCfI•:tl ,. I '� ai,DATE CHECK D BY RTY � • L� � r;� .,, ICI,. � © F-,LL � �► � :�.� � 6180- :, STORY. CZ.c E� CL� E' ,'] PROP,BY MAX PROP. �is� IL FI z� ¢ I 49. i(3F+I�L �Fs7 I _ ' I�.Ei; I ...41•,,... �cF� u3.c�E:. [IciE .. L ROOF DRAINlie iLdb:kk ,. ILH.6'.kL . ILK!:.L::.•.. ,!`l" BIIIIIIIIIIII PROP r HD ' �� OL IOi.�.SP] - IiR:'k41 RILas ,i •Ir.J-►i �� [� Rie'FG 7 0 ©• �. 440,35 BW 448 _ MAXTEN,,M ----FROP.L - -' ' BUILDING __BOOEOBNN------ 4 '• B O H L E R a'-_ �•a -- --, -�. -- 458 i __ -_ __ _ / ENGINSBRING i - - -- _- ----Q. / 28 BLACKWELL PARK LANE, SUITE 201 WAR PROP. WALL W0. - _.-- " 7REQw/E --_ -___ - ' " _ '_ -' - ho,e (, 40) 34 -45 00186 45. --__- - _ _ ______ 3P PLANTED/'- ___ _ REFORESTED BUFFER ter. __ "` __ _ _ -_ _- - - - ''" __-� "' __� r -� "_-` _-_- "� � VA�BohlerEng.com �� ______ -- _ _ _ '..` -___- - _ = - ' - - - 1 I _ - - - _ _ - - - - ---" - -' _-- -- :__ _ _- _ ------ _ " - — - = --- - - .. I -��__ -------- - - -' - - - - == _____ _: __ =__ _ - -- _-- - --- - — - -- - - ---______`--- - _ -_ - - ----------- - -- - " - -- _ - __-- __ _.� --- ---_ - __ - -- 04�20 ' `-_ •� I `�` i -.. �� -. - - - -- == i11� _ ' _ .Fe_ .-- - --- "=-_ (` - - - - �-- ''- --- - - �yy� _ -. \ .- . - .. v&y�i.. '`t {. t : ^t`4�.iG-,§ . Y'' 4 L *rr t f ``fyyfsi;a 1251 18 �. - __ • - — -a--:�---- -- r __ r - RO SEMINO RAIL SPUD 5-MPH.). T LlMI — r EDP (VARIABLE WIDTH TH 7 4 _ — z -'-' .. 35.• -4- I GL 40 20 10 0 _w_ r I I / / / I I I i I � ' � _ I y SZUW OM STOMA! DAM E4.SE2lEA'T AR?WTARw UNITSOF / PROOF ROOF i FLOC �MSn PROP .21? PROP. SERWCE FIRE LINE �MTIIFILY / PROP. C SAN.IAT. W MAX PROP. HEIGHT PROP. (GNP 'E) / I Ma ER WN Al SEE NOTE 4 PROP NRULMENT LY I PROP. P. / I PROP. ROP. 45• %1'TEE BEND — ID pROp.! W. " BY MAX / PROP. HEIGHT / (BUILDINGTYPE� PROP. 2,? FF FIRE UNE' PROP. 45 1:*ON PROP. B•OIP WA — -BEM -- 1 BI SF-M7.B4 I BEND 1S PppR�O�(2F•.. +S+ � 1fEDOLgit R[ / �XB'I� ' 15 IEMT4U ^' CROCKETTz wF PROP 21 I I DOLESnc \ I WATERSERJICE ,gE IN01E4 CXI' PROP. 1_g0y 8'XITff gRCLE aZ5 PROP WPRLIOPv' I BEND OP. FH 3 METER B17 BO'BEND a / 70 00 i S WEswr 8 I I RMFORAIN ITYP) P' I B7 MAd a SEWERESMT k-. PROP. 4 .15 S 14+30 DIPSAN. UT. .PROP. B'OIP BAN. PROP. S'dPSM 1 12+50 L J T \ PRIILYAPARTMENTS 4STORY II - BY MAX PROP, HEIOIIT b (GUIDING TYPE'C) Z=5S0 - ,=M445.84 50' BEM BB PROP. 210 I DOMESTIC WATER 12' HDPGl SERVICE t8 ' I jHDPE U Mkl�ECR.� ROOF P. i RAIN � q. & PROP. FDC 45° BEND .8 I I B_i -TEE GV J\ I J' \ I PROP. IS• PROP'. 1°X21?RE7JUCER �17+00 17+51) N y L J \ 45• ePREr�iD PROP' S' D \ 'FIRE LINE I6'BEM PROP, --t1 < P.1 1-III GV eQn ORCP �I \ .4B'FENCE \ I I I / PROPS I III I 5 wY STELLA LANE BOV REMOVED SRO t"jT� 'e a 15 -7' I' w'- `—w �—r SlA67A�—' PROP SIX. SHEET 1 AND WA EXIENOED (SEE BHEEf G301 NOTE 4)..., fF — , I II T T T---- SMIN. FRONT SETBACK — 29 AMx.FROHT SEIHACK 3 SEE LOP, S'SM. LAT. 45°BEPROPM TE 4) STIC III PROP, zwm�" WATER SERVICE ROP.4'FIREUNE IIIIII FIRE PROP .0FNOE 5X 4"TEE ( 4 FIX III PROP. 3II28GV W11—CE PROP. MULTIFAMILY �M STOWS ROPMU TFA MAPARTMENTS�RC 4STORYB71 1'%1'TEE - PRHEGHT (BUILO LONG TYPE'A) 0MAXMR PROP. HEIGHT p• • PIB]P�D i 'GV� LOP, 45.PRE =458.75 Z I (BUIIFOFIN 466.00 I PROP. R dP WA B �' �� I I WMOVAI 52 124M P' 11 BEND 1-' 4 sv 2I m I ��( C' (SEE: NOTI y 8 J 'F(C-, �. a. ROOF DRAIN EWE - 12' H m Fj[5 I f B70 L� (OJ PROP 8"HDPEI ROOF DRAIN - ! l K Yaw jIYP.) I HI PROP. PUBLIC ROW ESHEETC3d S4)HEET Gad NOT PUBLICROW PROP. (SEE - I . I•� Big Sb I I •Q� b PIgP.W OPE FRS g:'. +..._ I SEWER ESMT. PROP. PROP. MULTIFAMILY V X 21M REpICER APARTMENTS FDC 4STORY 60'MAX PROP. HEIGHT i XI• p .9Y (BUILD] M TYPE'B') FF'454.25 n 1 1-4' d 3 DP.21?' FIRE LINE O 7$1 I P. AEIER P 6'SAN.IAT. CROCKETT CIRCLE METER PEAM4NEh SMAAC GWAI- I=ASEvFNr �A,WVUAKM FWAYO a 70' W/2-H II - a� i6uTVti)tt11 I PROP 80° I BNo END ai I PROP.T ILV MIRY 67 MAX PROP. HEIGHT PR DONESTI WATERSEIMC I sAR_ LAT. PRT. I S. ROP.B' HOPE RWFDRXAIN / I I I PROP. PROP. E t E. METERR PROP. 212— t I IPROP.FDC- � I II I I I G7 TH # z t .r. fv1 I _ N _ FO W a 77ffE2lNE..: w- -- w -* I w, —w p -w OLE TRAIL \_ — — ,z w� -- w----w U.S. ROUTE 29 SEMIN _ - -_ _ - _ RN A EX �/C � I ' W _ _ _. _ (VAR &E WIDTH —SPEED IMM.P.H.�-- _ cx e wxo ca LIT 45 0.6 220 P. 159 A8 J12 P. 552 kW.P.3 ! P. 151 —,_ --I— f n,rsrs�reuvmeow+aarenEer oH,�oo=«..wo�r N.Ls.E Ra.,ws�oo�rz_owa,A.rme. o.E.wow ,o ara4er m P. �.n.a..R-na. o,�.aoox NOTES: 1. SEE SHEET C-503 FOR ROOF DRAIN INFORMATION. 2. DRY UTILITIES SHALL BE COORDINATED DIRECTLY BETWEEN THE CONTRACTOR AND UTILITY COMPANY, AND SHALL NOT BE PLACED WITHIN ANY PROPOSED CONFLICTING EASEMENTS. IF A CONFLICT IS ENCOUNTERED IN THE FIELD, CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IN WRITING PRIOR TO PROCEEDING FOR DIRECTION AND RESOLUTION. 3. THE PUBLIC INFRASTRUCTURE PROPOSED WITHIN THE ROAD IMPROVEMENT PLAN (SUB 2017-00117) SHALL BE CONSTRUCTED, TESTED AND ACCEPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY PRIOR TOTHE ESTABLISHMENT OF WATER EWER SERVICE. 4. FOR ALL WATER METERS SHOWN CONTRACTOR TO INSTALL 4 DIP TO CURB AND INSTALL 4" GATE VALVE, THREADED PLUG AND 2' COPPER BEHIND THE CURB. 5. AN ENCROACHMENT AGREEMENT WILL BE EXECUTED FORTHE PAVER ENCROACHMENT INTO THE ACSA WATERLINE EASEMENT. /-0 DO 10 0 V- 40' zP4 Z F zs ��6a tr oS z� z z HT'W-Ni O IN Zym ��•�• g z pqPQu O � a �zp rr �oow ma REVISIONS REV DATE COMMENT BV 1 8(U1 /18 COUNTY COMMENTS PITY 2 MOMS AR.COMMENI RTV 3 10125118 FOR APPROVAL RTY KNOW WHATS BELOW ALWAYS CALL 811 BEFORE YOU DIG It'I felt. IoS tree. IYs the law. APPROVED FOR CONSTRUCTION PROJECT Na.: V1520M DRAWN BV: MEG CHECKEDSY: PITY DATE: 618/18 SCALE: 1"=A0 CAD I.D.: UP2 PROJECT: FINAL SITE PLAN T�7� {gFo�px�T�F 7J1`1O`l K ILL HLOCK 4A AND 413 APARTMENTS LOCH IONOrsn'E ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA BOHLER B140IlNEERING BLACKWELL PARK LANE, SUITE WARRENTON, VIRGINIA 2018G Phone. (540)349-4500 Fax (540)349-0321 Lic. No. 0402056625 6- 10/25/18 A UTILITY PLAID -;.ET Nl1(MMBIER1'. }}IIC�II iv } ' ,`f.i"`t i ;• :t,F` 3 j \ •S- .. "�<. Y F fv _ :.< M1� ..I i...i_l y STFLLA LANE LIMITS OF �''-°'" s - , :'r•`� " ;�,,+, DISTURBANCE WAII ,, "+... _ . . w „ t ....-._ .._....... - -.I . PUBLIC ROW SEE SHEET C�01 NOTE 4 �4 'P "'�•"+ "` `i "'��• PROP ( ).lr \, •'Y .'�` el of '' ,I.Py .l:) �" , r '.} 1°rl x.; I, ,, ., + ..: :_• . �.,'' .�iA}' .. t'�Tp: `1; 1'Y i't •�.',, ,Il`. ,t: tr ,..:.,.., __. ,. ._ r ..... ...... ..... ..... ....... ....« ...,. ._. .._. ...,....: ..... ..._ ,.:. - „ :,.:. y .. .... 1 Y Y' I y'. 1 >P r _ ! ltt;?lAt, t 41 m.m.au+aaY& ,,+{F,fl1 -YJ pmem - :j .. i. •;ti {' f I 'j'..Y,J ,! /( 2> — ` �o .® .. — I ✓C:, .. : ✓ '. vf'�) ' . •: i i, • �; Jaa ,J ` e �' }" Y .�� 'e:M _ yv . BOV REMOVED 5' MIN FRONT SETBACK 3 D WA. EXTENDED �, .I a\ ! T SETBACK �� / j r/ T/ =— -+ \-1y ROP.15'Xt r ! / 26 MAX. Y.zFRONT SETBACK / _ e \ _ CLASS Al > — a RIP RAP F �l PROP.45° \ C� 9 fy f / I BEND \ ROP. STM 1 I~► ► 1" CO / AU Ut STOP f—PROP. 8" SAN. LAT. L ROP. 3" DOMESTIC �44'l'% ' . ROP. 8" SAN. LAT. STM ! PROP.. 4 ROP. 4' HDPE Al WATER SERVICE FIRE LINE ROOF DRAIN PROP. PROP. FDC ROP. WATER METER .oho ROP. V FIRE LINE "' ' `t , ELEC. PROP. I0 STM ° PRO . Ri E 4) I I l € =! tu';,,>PROP. 3" DOMESTIC ELEC. �• " 8 ) PROP, FDC I I r; + < ' i I I WATER SERVICE METER METER j 4A �8 X 6 TEE PROP. MULTIFAMILY I " i APARTMENTS ;r ; ; I PROP. MULTIFAMILY f PROP. CLUBHOUSE ?9 1- 6 GV ROR 4 STORY I ^:: APARTMENTS FF = 452.70 P. ELEC. 89' MAX I `' ; 4 STORY PROP.11t2' I 1"COPPER PROP. 19 0 METER PROP. HEIGHT >`` z 1x ( 80 MAX;��703� DOMESTIC W T R BEND 45° SE ' >'3 z: PROP, HEIGHT �` TEE STM A E(BUILDING TYPEA) ENDjiSERVICE R01 BUILDING TYPE'A' � 1.3" GV Al2 PROP, 4" SL ROP. 45° FFE = 456.75 ( ) FF = 456.00 �� SAN. LAT. B BEND 1 =1 PROP 1 ROP. 1� �— I «>} WM VAU m 45° BEND cb � (SEE NOTE 4 - "' a r STM ROP. 45� PROP, I P. cv a o ��, ND 90' BEND 0 s^r+ 1- 4 GV 8" ROP. FH (TYP.) f W REDUCE i ± --PROP.8 HDPE PROP. U o I v I u ,� j ROOF DRAIN 8' X 6' TEE STM STM STM 1 - 8' GV A10 A5 A4 ' U n d I 1- 6" GV S STM + _ a " Z 15" RCP 18' RCP 18 R A3.1 j O n, of "' STM 1T HDPE ¢ F- ° Fxs � I + U_ O PROP. N z x: " <Jse I�lu A11� N ROOF DRAIN - z o U (TYP.) (I PROP. PUBLIC ROW PROP. PUBLIC ROW t� n (SEE SHEET C-301 (SEE SHEET C 301 "- a & PROP. 45° NOTE 4) j f NOTE 4) t: N ROP.B" BEND h a >" DIP SAN.IROI LAT. to v ACSA o + PROP. 32' ACSA ;,, WATER €<=a ; WATER & ESMT. TM i SEWER ESMT: PROP. a I „X4'TEE 1- 8• GV P. 14' GV #,V , sera saa R DUCI 1D+�PROPr 8" DIP SAN. + 11+00 71 r- ;< „` CONNE�T TO EX. S P S i '•"` 5 PROP. 8" DIP SAN.' g 10 �50 sItl a '.' ;00' r✓,t.. ... T 10+90 F,,Sti1g (SAME SLOPEj +501-10" G 0" B�V"1C6" V CD S S r a s:: A,_... ,,v 1 + .60 +50 B" DIP W/L Bl 11+ ia, i PROP. DI V/LA PROP. 8"X4" TEE 1+00 PROP. 8" DIP SAN. 1 '; ;.'., / 2 - ' (V:1-4' V g S Y EX. BOV REMOVED ^v- 8" X F 10+50 PROP. CORE , 1 �0 EX. BOV REMOVE a :, ' r XK AND BOOT- : "� ` AND WA. EXTENDED iAND W/L EXTENDED �� s o A13 PROP. ROF a t- - y 4' WM VAUL� I E ❑ u ?+ (SEE MOTE 4) 4 ®[a ® S PRtQP.90' STM STM BEND �� I A7 a ;, • r, PROP. MULTINAMILY 15" RCP _ PROP. MULTIFAMILY i' ~'' ; .: I APARTMENTS 12' DPE zz�� I 15" RCP a PROP, < 4 STORY v� W STM STM a �,r APARTMENTS I _ X 2 ' .rf' 7;>>' 60' MAX a A8 EDUCER 4 STORY !' ,, rLF ROP. FDC I _. 1 PROP. HEIGHT ( o V A9 0 80 MAX y,',`�x�,r , g (BUILDINGTYPE'B') u,�o �` �a� W PROP. HEIGHT =r ': ROP. PROP. STh FF = 455,00 Z I U `n -� (BUILDING TYPES) _: ( PROP. z 112" a o ELEC. FITNESS A1� FF = 454.25 ( ! $ I + a Z METER BUILDING :. DOMESTIC465.00 � o _ _ ��PROP. 21/2" "' WATER SERVICE °° o I ROP. 4" HDPE FF PROP. 4" v U FIRE LINE PROPEND ( r ROOF DRAIN SAN, LAT. L �� O LL : U -PROP. 1" «,LL ROP. I COPPER rEMLE EC'TER I ``; ', <� PROP. 6" U " SAN. LAT. sari PROP.11/2' ( " PROP, ROP. 6 SAN. LAT. I i t ;: SL ` 73 DO E T X 4 TEE �u PR .45° s PROP. FH TER ER CE 2 - 8: GV ' ) P. ----- 1 4 GV PROP. 1" PROP. ROP. 6' HOPE PROP. WATER ROOF DRAIN iI CORP. T P METER j 4 (TYR) P. PROP.-r " 4 ° BE 1- 8' GV 14+00 PROP. 8" DIP W1L A 14+50 15+00 15+50 ELEC. PROP.8 Xb TEE W—T—W W—�—W I Y,r W i-W METER 1 -4" GV 13+00 PROP. 8"X 6" TEE 13+50 I 1-CRFTON CIRCLE PROP. HDP1-8' GCORP. r P ROOF DRAIN �� co ROP PROP 8" X 6"TEE (TYP.) s s':=> I PROP. 7a I *---PROP. 2112 " 4' X 2112' DOMESTIC WATER ( F : ( PROP. �iNE REDUCER SERVICE $ fi% PROP, FDC ROP 3" 75 P. AEL;F% FF = 455.00 PROP. 3SAN. LAT- "COPPER 1-8"GV PROP. 20 ACSA ROP. WATER ESMT, 1- 6" GV ATEFETER PROP. TRASH COMPACTOR (SEE ARCH DETAILS) ., of t I FOUND i�A, ; ... .. MONUMENTFOUNO � ,. , - i ;•: a ;,,::„�; ' ; r F'rlfV ND '•Y FOUND �P.. ?E: i. �: `. .}�,.,t.�:,:'A .1:, .d YCI•uf T1.:t .r , ,.. .. ..- „z r.. 0. _ r '�4:5 '...'� ,...,, r,',J .. - :I' =:3(• f, +. .. .. ..- r .., 1,�{•o��+a`.q: ._�} }ant , : .,,_.. _. . 41• .. �_ . : i TRA i .' JL UNTLE .S. RQ TL _ S�Ni� ( f•t �" WIDTHSPED L11i�1/T 45 UP. -- :<;:.� - - P. 552 H.W.P.B. I P. 254 D.B. 220 P 159 D.B. 312 H \15\V152000\DRAW NGSIPLAN SETS\SECT ON 1\BLOCK 4A AND 4B F NAL S TE PLAN\V1520001JP2 DWG PR NTED BY DREARGON 10 25 16 @ 7 49 P%l LAST SAVED BY DREARDON PROP, GORE / _ 1 AND BOOT r\Tt-%"f'-UQ , 1. SEE SHEET C-504 FOR ROOF DRAIN INFORMATION 2 DRY UTILITIES SHALL BE COORDINATED DIRECTLY BETWEEN THE CONTRACTOR AND UTILITY COMPANY, AND SHALL NOT BE PLACED WITHIN ANY PROPOSED CONFLICTING EASEMENTS. IF A CONFLICT IS ENCOUNTERED IN THE FIELD, CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IN WRITING PRIOR TO PROCEEDING FOR DIRECTION AND RESOLUTION 3, THE PUBLIC INFRASTRUCTURE PROPOSED WITHIN THE ROAD IMPROVEMENT PLAN (SUB-2017-00117) SHALL BE CONSTRUCTED, TESTED, AND ACCEPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY PRIOR TO THE ESTABLISHMENT OF WATER/SEWER SERVICE 4 FOR ALL WATER METERS SHOWN, CONTRACTOR TO INSTALL 4" DIP TO CURB AND INSTALL 4" GATE VALVE, THREADED PLUG AND 2" COPPER BEHIND THE CURB 5, AN ENCROACHMENT AGREEMENT WILL BE EXECUTED FOR THE PAVER ENCROACHMENT INTO THE ACSA WATERLINE EASEMENT. 40 20 10 0 40 1 "= 40' cq U ~ i-+En r z Op a �� oa w O ® z W 0 01 Jzc= J � CYl W Z ,� U .]l w ❑ Qo zQ 6 � Oz -4 > JFm :2>0 QCnS Wz z5 S 3m w"Cw TWOOW W-, 2 m0 2� m Z O O 0�9z 0 � 5 wo,Qoow Pit �cnY mrn Z0 4 .64 6,0 � z `i 0. X p c N Hz 0W 10 w> a <<- �5 G zJ:aYYW 0- W0zQ�E2Uw 0 Z OO o� O w > > 7)zmzzza �z 4, 4. R a u] R 'VISI'ONS REV DATE COMMENT BY 1 8131/18 COUNTY COMMENTS RTY 2 9/10/18 ARB COMMENTS RTY 3 10/25/18 FOR APPROVAL RTY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast It's free, It's the law APPROVED FOR CONSTRUCTION PROJECT No.: V152000 DRAWN BY: MEG CHECKED BY: RTY DATE: 6/8/18 SCALE: 1 "=40' CAD I.D.: UP2 PROJECT: FINAL SITE PLAN FOR BROOKHI LL LOCK 4A AND 4 B APARTMENTS LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA � 1 B%-.%.# H f R t i 28 BLACKWELL PARK LANE, SUITE WARREENTON, VIRGINIA 20186 Phone. (540) 349-4500 Fax: (540) 349-0321 11Ar1Rnh1arRnn UTILITY PLAN SHEET NUMBER: C-502 LNUSOF / � 9� t0 11 7E 14 � t7 to PROP. PUBLIC RO (SEESH NOTE I I s4M 1� eo I I 17t H 11 11 -AVAUWAT FUM ix 7ff'6111-1 a 4 _ ' s--•- $v p --- - ----&----- "- U.S. ROUTE 29 SEMINOLE TRAIL -SPEED LIMIT 45- - 0.8 220 P. 159 AR 312 P. 552 H.W.P.& / P. tY -- + n„sv,smoo�owAw r�i.w s�ra��rorv,vu.oe.....x..uF Nws� a,w,v,umoo�-..� � wrm a. oArwoa ,o ��,aM�w av �rs..�ov. ucemry ROOF DRAIN SCHEDULE Flan '1 In To 9 MM Mat on. L013961 01) SIOPo 1%) Dh. M) Mabrlal Fran (0) To (M 1 2 1377 1 451.20 451.40 451.75 452.20 45100 45120 451A0 45115 --17.75 10.65 1825 1.13% 1.88% 122% 8 HOPE HDPE HDPE HDPE 8 8 3 2 4 3 33A4 1.35% _ 8 5 4 452.40 4522D 18.00 1.11% 1,98% 2.03% 107% 1.74% 1.39% 8 6 8 8 8 8 8 HDPE HDPE HDPE HDPE HDPE HDPE HDPE HDPE HDPE HDPE HOPE- HDPE HDPE HOPE HDPE HDPE HDPE HDPE HOPE 6 5 452.85 452AD 12.62 17M 46.85 23.00 18.00 7 5 452.75 452AO 8 9 10 7 45325 45275 45325 463.65 8 9 453.65 463.90 11 10 45420 45390 45420 454.35 454.20 453.90 453.65 45325 452.75 33.44 18.14 7.36 4.00 0.90% 0.83% 12 11 454.35 454.50 454.50 454.50 8 36 12 2.04% 7.50% 6 6 - 6 6 6 6 6 6 6 6 6 35 34 33 32 31 30 29 11 10 9 8 7 6 6 4.00 15.00%- 11.33% 8.33% 8.33% 10.00% 1028% 1328% 14.62% 454.50 453.50 45390 7.50 3.00 3.00 3.50 18.00 15.81 12.31 6.06 -9.66 453.00 45450 45450 454.00 452.50 452.60 462.50 451.75 451.00 452.00 452.65 45285 45240 45220 451.75 451.40 45120 451.00 45025 451.00 28 27 26 25 24 23 13 5 4 3 1 1 B17 B18 12.38% 11.51% 8 HDPE_ R56 6.06 13.60% 12.38% Z.35% 2.13% 3.19% 2.78% 8 6 8 8 8 8 HDPE HDPE HOPE HDPE HDPE HDPE 31.85 46.65 14 13 15 14 452.75 45290 23A8 16 15 45325 452.75 18.00 17 16 45390 454.25 454.50 454.50 45325 453.90 45425 45390 45325 33.44 18.14 1.94% 1.93% 8 8 HDPE HDPE HDPE HDPE HOPE HDPE HDPE HDPE HDPE HDPE 18 17 37 18 7.38 4.00 COO 3.40% 15DO% 12.5D% 6 6 6 6 38 17 39 18 453.75 40 15 453.75 462.75 452.00 451.00 ISIS 451.75 7.50 13.33% 41 42 43 14 13 BIG 452.50 451.50 463.50 4.00 1Z.50% 6 4.00 12.50% 14.48% 3.63% 3.03% 2.72% 112% 132% 7,02% 9.97% 14.52% 225% 42D% 3.16% 10.15% 3.06% 3.33% 2.82% 2-M 2.39%- 6 6 8 1727 13.77 19 B18 45225 20 19 45325 45225 33.05 8 8 HDPE HDPE 21 20 453.75 45325 18.39 22 21 45425 454.50 454.50 454.00 45425 453.75 29.01 8 6 6 6 6 6 --6 6 6 8 8 8 HDPE HDPE HDPE HDPE HDPE 47 22 21 20 19 --B17 45425 7.52 46 45 44 48 49 51 453.75 10.68 7.52 13.77 33M 17.87 1581 12.31 6M 45325 45225 48 49 45325 454.00 454,50 464.50 449.70 452.50 HDPE _ HDPE HDPE HDPE HDPE HDPE 46325 45400 45325 449.50 50 48 62 B18 53 52 450.30 449.70 18.00 10.65 54 53 450.80 450.30 HOPE 55 56 54 55 451.00 451.80 450.60 18.00 8 -8 8 HDPE HDPE HDPE HDPE 451.00 33.41 57 58 58 57 452.20 45250 451.80 452.20 451.80 451.00 450.60 18.00 16.41 12.91 6.66 - 9.83 222% 1.83% 5.42% 15.02% 6 6 59 N 452.50 452.00 452.00 HDPE 80 - - 55 6 HDPE 61 54 14.24% 6 HDPE 62 63 53 62 BIG 451.75 450.30 44970 450.25 451.00 451.50 9.83 0.86 28SI 14.76% 6 HDPE HOPE HDPE HDPE HDPE HDPE HDPE HOPE HDPE HOPE HDPE 450.50 451.00 451.50 452.50 452.50 452.50 450.15 450.35 1701% 2.79% 6 8 64 65 66 64 65 18.00 2.78% 8 6 2910 3A2%- 87 Be 69 64 85 Btt 451.00 451.50 449.95 450.15 450.35 450.85 451.00 12.91 16.41 17.42 15.21 50.15 14.24 22.78 11.82% 6.09% 1.15% 1.31% 100% 6 6 6 8 70 89 71 72 --71 70 450.85 8 451.00 1.D5% 1.10% 8 73 72 45125 8 HDPE 74 --73 451.45 45125 1727 1.10% 8 HDPE 75 74 451.60 451.45 12.38 121% 8 HDPE 76 75 452.00 451.60 36.67 1.09% 8 HOPE Tr 78 462.05 452.00 1A Z.09% 8 HOPE 78 77 452.35 452.05 28.85 1.D4% 8 HDPE 79 78 452.50 45255 452.60 452.65 452.90 452.35 45250 452.55 452.60 452.65 1125 434 429 4.90 20.97 1.33% 115% 122% 8 8 8 HDPE HOPE HOPE HDPE BOA 60B 79 80A SOC BOB 1.02% 8 SOD BOC 1.19% 8 HDPE WE 80F BOG 80H 801 SIM 81- 82 80D 80A BOB 80C 80D 80E 453.15 452.90 23.36 1.07% 2.07% 3,31% 4.60% 4.60% 1.31% 6 6 B 6 6 HOPE HOPE HDPE HDPE HOPE _ 146 135 450.50 449.80 449.70 449,60 449.40 449.20 449.00 448.65 448.35 950 1470 847 9.35 4.00 7.37% 5.44% 2.32% 1,07% 6 HOPE 452.75 462.55 9.88 12.09 7.61 7.61 147 134 45050 6 HDPE 45300 452.60 148 133 44975 6 6 6 6 6 6 HDPE HDPE HOPE HDPE HDPE HDPE 453.00 453.25 452.65 452.90 149 132A 440.50 150 131A 449.50 7.50% 625% 875% 3.63% 453.25 453.15 7.61 6 HOPE 151A 13DC 449.25 400 400 1102 78 77 45275 452.35 400 MOD% 6 HOPE 152 1308 449.00 452M 452.05 4.00 1125% 6 HDPE 153 129 448.75 83 84 85 76 75 74 462.50 452.00 4.00 1017 12.W% 8 HOPE 164 B19 448.00 447.00 17.42 690 1483 5.74% 1A5% 8 HDPE 462.75 451.60 11.31% 6 HDPE HOPE 155 154 44&10 448.00 8 HDPE 451.75 451.45 400 7.50% 6 156 165 448.30 448.10 1.35% 8 HDPE 88 73 ISM 451.25 400 625% 6 HOPE 157 ISO 41870 448.30 448.70 448.90 3970 1862 1379 8.81 1.01% 8 HOPE 87 72 451.30 451.00 400 7.50% 6 HOPE 158A 157 448.90 1.07% 1.45% 1.70% 8 8 HDPE 88 70 450.50 451135 200 7.50% 7.50% 1.63% 1.06% 6 6 8 8 HDPE HOPE HOPE HOPE 158B ISM 449.10 HOPE 89 B9 450.31D 450.15 451.00 ZOO 15.34 158C 159 150B 158C 44125 449.10 8 HOPE 90 B71 451-25 419.80 449.2E 30.19 1.16% 8 HOPE 91 92 93 94 - 90 451.50 451.25 23-58 180 181 150 44BAD 45010 450.20 450.50 45070 449.80 13141 1.49% 1.30% 3,76% 1.08% 8 HDPE 91 92 93 92 91 90 B20 452.00 451.51) 4OA5 114% 8 HOPE 160 44&80 450.10 23.12 8 8 HOPE 452.30 452.00 452.30 452.50 452.00 451.75 449.05 449.45 449.70 45025 450.50 450.75 2204 136%, 6 HDPE HDPE HOPE HOPE HDPE HDPE 162 161 166 HOPE 452.75 452.75 462.25 462.00 449.4E 449.70 450.25 450.50 450.75 451.00 15.95 13.17 325 2.82% 1.90% T69% 6.38% 2.46% 1.35% 168% 1A5% 1.44% 1.43% 6 6 6 6 8 8 8 8 8 8 8 163 162 450.20 Z7A1 8 HOPE 95 96 97 96 99 164 163 450.50 17.06 1.17% 6 HDPE 166 154 45075 450.70 3.00 1.67% 6 HDPE HOPE 392 16.27 1866 3280 17.24 17.38 168 163 162 160 450.75 45050 45000 45000 /5000 450.50 450.20 449.80 449.25 3.00 6.M 6 167 3.00 10.00% 6 HDPE HOPE HDPE HOPE 98 - HOPE HOPE HDPE HOPE HDPE HOPE 16B 13.41 1.49% 5.13% 6 6 100 99 100 101 102 169 158C 14.61 101 - 170 158B 449.10 9.01 9.99% 6 102 171 158A 450.00 448.90 10.77 10.21% 6 HOPE HDPE HDPE 103 17.52 172 157 450.00 449.00 448.70 18.11 7.18% 6 104 103 451.15 451M 23.37 164% 173 158 448.30 1&T7 6.50% 6 105 104 45125 451.15 11.62 0.80% 8 HDPE 174 155 449.00 44&10 9.12 9.87% 6 HOPE 106 105 451.75 45125 41.07 122% 8 HOPE HOPE--- HOPE HOPE HDPE HDPE HDPE HOPE 175 154 449-00 448.00 15,32 6.53% 6 HOPE 107 108 108A 108E 1DBC 108D 108E 108E 1080 108H IN 108.1 106 45225 45220 2.76 1.81% 1.09% 1.28% 1.38% 2.05% 2.16% 121% 8 Ll"' 107 108 108A 108B 108C tOBD 1�1 108C 108B IDEA 108 4522D 45235 462.70 452.00 45220 452.35 18.40 - 11.70 26.42 2.44 13.92 16.52 119 6.00 8.00 8 8 6 6 6 6 452.75 452.70 452.75 45&05 45325 45325 453.05 452.81 462.75 452.70 452.36 24.58% 8.33% 9.17% 6 6 HDPE 4832E 453.25 452.75 452.75 HDPE S HDPE 6.00 6.87% 6 HDPE 45ZM 12.17 4SZ19 6 HOPE 106K 107 106 11(H10 452.50 452.5D 4525D 452.25 6.00 4.17% 6 HOPE 10BL 119 451.75 0.00 12m% 6 HOPE 45224 451.75 2.60 12.17 6.00 10.00% 8.22% 6 6 HOPE HOPE 111) 105 452.75 111 104 451.50 451.15 &83% 6 HOPE 112 103 451.50 451.00 451.00 450.75 8.67 7,50% 6 HOPE 113 101 4.00 6.25% 6 HOPE HOPE HOPE HDPE HDPE HDPE HOPE HDPE - HOPE 114 115 100 99 450.7E 450.00 450.25 449.70 4.00 4.00 4.64 24.81 10.83 28.07 12.5 % 7.50% 9.70% 1.81% 7,85% 1.43% 6 6 6 8 8 8 116 B20 449M 449.05 117 1320 449.50 440.05- 118 111 450.35 449,50 119 118 450.75 450.35 12D 119 4512E 450.7E 37.76 1.32% 8 121 120 461M 461.25 4.31 580% 8 122 121 45225 462.00 23.48 1.06% 6 HDPE 123 122 452.75 45225 14.38 3A8% S HOPE 124 121 45275 452.00 821 9.14% 6 HOPE 125 120 45225 451.25 8.21 12.18% 6 HDPE HOPE 126 119 451.75 450.75 14.38 695% 8 127 118 45150 450.36 1124 1023% 8 HOPE 128 111 450.00 449.50 4.47 37.53 26.04 2.54 26.43 16.86 3.96 25.86 5.94 11.19% 6 HDPE 129 B19 447.40 447.00 447.40 447.70 447.75 448.05 448.25 1.07% 8 HDPE 130A 1308 129 130A 447.70 417.75 1.15% 197% 8 8 8 8 8 HDPE HOPE HOPE HDPE HOPE 13DC 130E 44&05 1.14% 1.19% 3.79% 131A 130C 44825 131E 131A 448.40 132A 1318 "610 44840 116% 1.68% 1.15% 1.24% 1.1D% 1.01% 1.04% 8 8 8 8 8 8 8 _ HDPE HDPE - HDPE HOPE HOPE HOPE --HOPE 132E 132A "BAD 449.15 448.70 448.80 133 132E 30.44 134 133 44925 449.15 8.04 135 134 449AD 44925 --13M 135 135 449.70 449,40 29.73 137 136 450.00 449.70 2B.91 136 137 45115 450OD 45015 14.05 7.99 30.44 10.38 7.16 1.07% 1.25% 8 HOPE HDPE HDPE HDPE HDPE HOPE HDPE 139 138 450.25 450.60 450.75 450.50 8 140 139 450.25 450.60 450M 1.15% 1.45% 2.79% 8 6 6 6 6 141 140 142 1I 143 138 45DM 450.- - 450.50 I 45020 14.70 2.04% 5.26% 1M 137 45090 US-90 9.50 10.83 145 - 138 - 357% 8 - HDPE 4� REVISIONS REV DATE I COMMENM BY 1 8/31/18 COUNTYCOMMENTS RTY 2 9110118 ARBCOMMENTS RTY 3 10/25/18 FOR APPROVAL RTY is KNOW WHATS BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. Its free. Its the law. APPROVED FOR CONSTRUCTION DROJECTNo.: V152000 DRAWN BY: MEG CHECKED BY: RTY DATE: Ewa SCALE: 1 "=1. ,CADID: RF2 PROJECT: FINAL SITE PLAN p-� �FFORR HROO, KHILL ]BLOCK 4A AND 4B APARTMENTS LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA BOHLER M N G I N R E R I N G BLACKWELL PARK LANE, SUITE WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fex (540) 349-0321 Lic. No. 0402056625 6 10/25/18 Z ROOF DRAIN (PLAN SHEET NUMBER: C-5®3 .11 I �-� f,a._ f1_ j _0 7 � : .. ROOF DRAIN SCHEDULE From To Invert Elev. Length Slope Dia. Material ` ill 0117: I Structure Structure From TO ; § 11 , �� ,*;;:� I � I I � - I - - . , ki - - , (ft) ( (ft) (ft) %) Ci n) � I i � I ,`--H , � / I � .. I - I l 4,�;,. / , - �'A , , 176A A8 449.60 449.50 l 1.0i , i,'i,'-o, ��,,t ,�,,-�,P` I / 14.33 0.70% 8 HDPE ' �V i .11'*, *,".'��,!A-Is,�--- -_ -_ I --- i I I .� �.T, I I 11 � "I � I _), �� , I ,'��. �� 176E 176A 449.75 449.60 23.75 0.63% 8 HOPE I—!; , 1 , ,� , . , " 1, , '-s"i , � 11 - __ - - - __ . - __ ___ ___ - I— - - - - - - ____ - 'o � `il�•� - � ef �!O,,,w ?i "' 411 � ': * I JM fo� '� 1.,'�' J�,Y:�:,��f �A,,_,1,31,1,�;�,' , I I` �_. - i I-, I i- �',: , ."�`_ I t, �, - , 1, � o"!".11 , ; 4 V , _ I , . - ,. _1 I I` i I 1�i 11 I _; ". '. I , , I I � ,� 1. ,1 I ) . I , I . � , � " I "I :1 � 3�'.I 1 176C 1768 449.80 449.75 , 11. � 4., ( � ; ',_f, ; 1� �:, � � 1 2.66 1.88% 8 HOPE - I '� - - %'� "t L4 =J� �,� " - �.�-_ ,� ,� I I E( ROW _____ -_ - - -- - - _____ --- -_ -_ -_ - - --- ______ - - ----------- 1'�, �1 Er ROW �11. (_:", � ,` �, , .�. �!11 �, : , , I I - - - �� - - - - - - m" . ' - I � _ - ..............1___ - _ __ _ I _ I . � . � � � --- I I � , j. I� ... � - I 176D 176C 449.95 449-80 27.81 0.54% 8 11 I '_ - - "_"" . IHOPE , �i,', ln lii,�,k �_"�'i-,",Z"? " "I, I --- _ . ____ - - -_ - -_ - ---------------�-------------.-�---- _________ ,� I , 11 I '.�, . . I � .11 ,�,� ,:'. �' _ , I 1; 176E 176D 450.05 449.95 17.06 0.59% 8 HOPE I , _ I � , T i , �,�,, I . -1 � . 1, ` , ki I ------------ ___ I - _____._ ___ ________________ ---- �--------�--��---�-.-------------- 9 ��it \' I , - " , , - .i ,� � � �111 - - ,�Q, � I - I . - - 1-11 - - .. �ji 4 � 1� I -- `�J�s k 91j , ,__-;,,� 176F , I 176E 450.25 450.05 33.31 0.60% 8 HOPE -- - - --- -- - -- - - ---- -- -- -- -- - -- --- ---- ----- -- ------------ - ----- --- - ----- - - ,, -:*, - . I - - � I , :, :,� � I C'.) j J � ,,, ("11", . I i i."."',�:i/ " , � � �, -� I , - 1� � ,"'-" I - , �i I I , ii 176G 176F 450.45 450.25 30.44 0.66% 8 HOPE � ", ! I ;. , t, �� i j-.'-I 1 ,-�,-. li i iij � �j STELLA LANE I , 1 '__,_11M,, � � `1- . _�'- �,.j - - -----. - -_ - _ --- -_ - - ------- --- " - ,,, , I -, I �:, ��.._ - - __ ______1. ��,; "I �.1111, _ I i � -"t� 18-.1 11 __ � - � I— - 11 I __ � ;.,'� MH 176G 450.50 450.45 7.99 0.63% 8 HDPE , -, , - - -1 ".111. �: "o - I """s I ,,, , �, f -,- __ - , 4 � __ - - -------. ---- -- I---.-.--,- _ ___ ,- " ,_`�� - ___ _____ - � - - - - - -------. __ __ - - _ - 11 li . t__ , 7 i `;;,� I A ", ': 4 LIMITS OF 14 1 , ", " " ""� ,� 'I, /, .. . i , �� I � --- -_ - - - - - --- - -_ I . 13 t '�: DISTURBANCE � 4', I i ; ". 041 i I I A I. - "" 'Y" "X, ." "', -�.�.�l � ! : , I i 11 .�, ,!o, " "CIA"'I.", �_ I i -_� 11 , I r - - ___ 11 I , I i �'. 1761 176H 450.60 450.50 14.05 0.71% 8 HOPE 8,*�.",, � , -Y ''-.,11 "I', W � 11, � /:/11 1�1 41#1 81 I - - ____ , , " _ � ... f.- 1-1 11 , j_ ... 1 ! I ) ,,, 1 - - I �-, __ _1-ty- _ " .--. � 11 ... �,�'!'�',�, , - "i - � "� , ---.,--., -,V--- --.-. - ,� � I- , � I ? , ,� 1, - ___ - - - - - - , , ___ . __ - �", 11--1 I V-.--- I - -----,- __ , -1-..." I.. I V �11 ` - -,,,-- - ,�,�� , Jr- 1 "I ., F �, ,� ,; al JI., � ''� PROP. PUBLIC ROW (SEE SHEET C-301 NOTE 4) 1 . -.14, ��' � - �� -, - - - 1-11.11,,:, � 1 lt�:_ 176J 1761 450.85 450.60 28.91 0.86% 8 HOPE � `�*17_1_ I � I , 1� � ?-�,f � :� I il,� ,, I I '� : I � ! 1, I --- ------- 11. I r '. i i - ,;� lidl�*?"i . 17`_.'�' ,'?`fl1jC' i��/',! A j, �i.!_`,_�.,._ , I . fi�' L"�fj �q-,11� /�, - __ - """A"', 1, I , ,, - i�ii.41 --: � �-- - ��'- �_--,2 =_- _-,�,� � L� _ , .,-. � I � ; ; ", , 1 -- i *,�,�-,$..,�: _, 1-: � ,'-" ,:"�: ".-,,:: - _ _'_ .-.- 1_11�1 --- I— 11 � � � j , . � �,, ! � , -, , , '7 . '. , _ --- - ". -1 . - I T I � - � . I , i� - ,Z: ", .'-,,' � I , 0 : - , � , , ,, _14 I �1`14 , 1111'("1110 ;�g.�.�! . ,5 : ... � - �:, ).., , ;""., �! I - ..- � - � I � -'I ,.: = " �7 �, """', i � , , . i ___ , - - 0-.1- . ___ - 1- . � - _:,1�7 , 176K 176J 451.15 450.85 29.73 1.01% 8 HOPE I - " � , ,". 11- - -, . "', 4'�"Z'l __ __1 -.1 . - _ 1. -.1 I—. -1. __: __ _ _ __ -1- - - I— 1 I., _11 ____ - ___ - - _ --------- -_ -_ --- ------. _ -----. --- ____ 111 1� � .,- , . 1. 11 _1� __ __ - __ ___ - -----.-,----- , , . :f� I'le � 1� �,Z� ,� � �;;,j_) , "pj� I ,� 11 , I � z lli�!&l , . . VINANTSMARMNIMN I ,`,'��". I -,,/,,) "" `�, V, I .I- 176L 176K 451.30 451.15 13.68 1.10% 8 HOPE I I agamnagum �, V.',�._! I 51 zznmn.,T�1_ yl� -.-- --------- _____ -_ _ ----.-- - -I-.---- --- _______ -_ ------- -_ --------- ---------,-.- ==MWA= amli I ---%, N' ,��.'�� / .... �� I ! I A== �, , I , �, ; � �!l��i!R , 's r � �) � ,o) , CID ,��l ,� 000100-- __ __ . 31` - " I � -.1 'I 176M 176L 451.40 451.30 8.04 1.24% 8 HOPE �*,,= - - - - I , -_ - --- .__ --.----- --- -..---- � --.-- _. - - - - ____ --- -_ - - _____ 11 " I" 1_: , I ..": - - .. - - ,-.?-� - - - - - - - - .. --- - - - - - - &I'M'Y I rl UN r:DnNT SETMACK -_ i .. ---- r- __- - _� 176N 176M 451.50 451.40 6.47 1.55% 8 HOPE I 256F 256E . . -, W � -, 256D 256C LOD __ -, ,� " - 11 " I I - - � 256G - - 254 , , -� - �, �r ,! ____ - - _ - - _ -.----- , ____ - I", � 4\ - - - ___ - - ___ __ - - - ___ ____ __ ___ 11 : t - - � 253 " '_ � � --_ -_ 177 176L 451.50 451.30 14.70 1.36% 6 HOPE I I I 1�1 __ , ", / pi*� 256H * - /' _�,,� , - \.� � UAR 1 , 259 � 264- � , - - --- - --- - -_ - - - -------------- -- - --------- - _ -_ - --- r-rl M 1� . 1258- - -ill----] X3 265 1 - - / - - - \ I .1 -PROi __ __� -2561 ' ' ROP. 151XIT DETE�TION- - - - - - - . 11 -//-P 17 176K 451.50 451.15 9.50 3.68% 6 HOPE "'!!R , i : 262 26 MAX FRONT SETBACK 340 341 342 I . 256N ZOt 1 CLASS Al AREA __ - ___ ___ __ ___ - _ -.---- __ ___ - __ - _______ - -------- -------- ___ __ ____ - - ___ ___ __ -------- - 1��ili�11 , � � F � ,1 I--' / � ___� RIP RAP ..... , 1�-�:,::;, � I , 256J 'N,,,345 x \ , - _C_______ ,_�;i 179 176J 451.50 450.85 16.83 3.86% 6 HOPE �� - I I - 6��r - --A -1 STM L__ -_ �_ z . I I I , �7� j; i � I I ,'i�,�, / 349 348 . I - / 266M � AO - ------- - - ______ -_ -_ - - ---------- ---------- - --- ---------- ii*:i, 1-1 Z_7 _____ __ ___*__ __ 80 1761 451.25 450.60 9.50 6.84% 6 HDPE 1 �= 1 339 3W Xf 1W 11 __ --'I:- - - --- - --- ------- ------- ----------------- --- , ; 266K � I .. : "r __ STM 1. v_ / - 81 176H 451.25 450.50 14.70 5.10% 6 HOPE 1?!4 �', � , . ' 256E I 362A' 1< > - PROP. C - x - - ----. - � __ __ � - - _.. - ____ ___ _____ - - - ---,-- ____ . __ ______ _. �,,`,iiii*,.` �. 1 225 ; 266' 252 --- Al RIPLIPAC I I 1:.i:: :ii: / ,;�i�ii .... '226 � "' IZ 182 176G 451.00 450.45 7.16 7.68% 6 HOPE - !!�iii_ ___1 i, ! 0 __� . � _,�"J��i�ii I 1 227 j 338 352 STM __� � - - ____ - ------- - - - - - .'. 4 3M � 337 - 301 183 176F 451.00 450.45 10.38 5.30% 6 HOPE XI - , " I z - - - - - - - - '.0 -111", i 100' - :1e I �- 11 224 = 228 272 273 t 267 � , 251 I& - -------------- ___ M'11- I ` I I � - ,-� , .. � ; I � .223 1229 PROP. MULTIFAMILY N PROP. CLUBHOUSE 184 176E 450.50 450.25 3.00 8.33% 6 HOPE � "I I -4274A 274B 353 362G I I fil 27i � , . I/ --- -.------. -.-------- --- ______ .--- --.------,--------�---�.--------------.-- )NN APARTMENTS 250 IL--f � 362F FF=452.70 362B - -_ t:u= PROP, MULTIFAMILY &16 ,I " 4STORY . . __ r - - __� APARTMENTS 186 176D 460.25 449.95 3.00 �H ;�x, � , 354 � 10.000/6 6 HOPE ., 270 269 268 4 STORY , I I I W MAX STM \ : - - - - -_ -_ - --- -_ - - -_ - --- -_ I .I . �, I ! I 411, PROP. HEIGHT I i 60'MAX � , 222 230 I - I 1 186 176C 450.00 449.80 3.00 6.67% 6 HDPE . t,,�.�.� (BUILDING TYPEW) - � I . PROP. HEIGHT 335 303 � --- _________ - __.________- :�:-:____ -_ ______,_____________ -_ -_ _ _ -_ - - -_ -.------ - 0!� III I �_ _ (BUILDING TYPE 'D-) z,- I I FF = 456.00 1 355 y - )p I C ) 249 � N:j86_3§7_ 35817-i FF = 448.00 187 176A 450.00 449.60 12.27 3.26% 6 HOPE ",.Iiii� " ; � 1 221 ;231 �J� 11 __ �i*�� ", t 248 __ - 359 C13 BF = 438.00 1 1 - - -.-- - - , -- - -_ ___ _ __ - - _____ -- - - - --- - -- - 1.111 � i n 11 is r- r= 188 A-8 449.65 449.50 27.96 0.54% 8 HOPE 1 1, A �x I , 362E - -_ - - - - -_ - - - - ______ -_ -_ ______ - - - - -_ - i 11 � A3 ; .. .11,11 i , � 220. 232 " SM I 362D � 334 1 i 9 188 449.70 449.65 8.66 0.58% 8 HOPE ,1111 ---�, l'?-.11, ,�� , I - 233 1 %-I-z 5 ) - _____ -_ --- -_ - --- -_ --- - --- -_ - - - ---------- - ______ --- - -_ -_ - I __ ., .�. . .1 ! ! , 219 1 A ___1 11 3M62 304 . I 1 190 189 449.80 449.70 13.79 0.73% 8 HOPE .-):! I I i I I , - I . 247 244) 1 STM 116,M) STM '' 1 300 1 ____ --I---- - - -..-.-- � __ ___ - . ____ - - - ______ _____ - __ -, __ ___________ , --,---- Ne .10 A4 191 190 449.90 449.80 18.62 0.54% 8 HOPE I4 �k �1. "ii 01 . I I , I , , i � Z�l 333 305 --- - -------- - - - ___ - - ---- ------- - -- ___________.____ - - - ______ - ______ -.--------- ii ; , I - - . I . f'STM N'�' �e T _ 111,- , 0 I �� - AV 192A 191 450.10 449.90 39.70 0.50% 8 HOPE - , 19 W 287 306 ----. --------- _____ ___ -----,------- - __________________ _________ . 11 01 � 332 1 .", � 234 STM : 299 ) !� I ZiNil All W - -1 192B 192A 450.20 450.10 13.16 0.76% 8 HOPE , �_ 'i I I - - - _ __ - -, _ - __ - - __ - - I .. , ,,� ". I . I ," 111. 124 . �, �� I , , ,_ - I .. (0218 1) _ �, - _ ��, )235 r__ , I LZ4 '11,51 �� : :;r L� 248 :) 288 1 307 193 192B 450.25 450.20 8.56 0.58% 8 HOPE .1 ::: :::. .. P. PUBLIC ROW -r4 "$i��. PROP. PUBLIC 2 I I I � E -. . 298 _____ . zUb1______ � SHEET C-301 m�&A 1';��!ij� (SEE SHEET C-31011 . - -a' 236 1 1 - ________ __ - --------- - ______ . 242 i E 4) :.) :i,,��` NOTE 4) K ro r I . I 1 194 193 450.45 450.25 39.10 0.51 a , - Cn _ - - ___ _____ __ - _ � . ___ - _____ _______ ----------- _____ - - ----- - - -------- * : -11 -� I 11 . M " : 1=4 1111 1 -, ED I I I ,I 4 195 194 450.60 450.45 26.04 0.58% 8 HOPE � I CD . - r__ ---.--- - _. - --.--- - ----. --.------------ ------- __ 11- < -, .. .. I.— I � � PROP. 32'ACSA I I I . _- � � F ,Z::�l .. I.... .. a : .. .. � 196 196 450.65 450.60 2.54 1.97% 8 HOPE .. I-. 1 216 - 237 WAI�RT&.� 241 210 . 330 308 ;�, SEWER E .SM . 289 -.- --------- ----------- -.--------- __ - ______ ____ ----- ----- ___._-- -------- 'I � � ` 238 29 197 196 460.90 450.65 26.43 0.95% 8 HOPE N " z'k- ", Cn I . ;� �,Ak ,�,, \ .. 24-0 1 �, -;' " -,--- 1'ffl,, a212 I I 1--, 11�U -14% - 211 1 296 329 309 198 197 451.10 450.90 16.86 1.19% 8 HDPE I ."H -1 __111 I i %,�--215�214 213 212- j - X � 290 1 _-! - ___ . 611 1 4,01.�,A?,`� -, ___ - - ___ __ - ____ - - __ __ __ _____ _____ - __ - __ __ - ____ --- ..,,.� '-� I , I ") I- � 1, __ I - __ - - - 1 198 451.15 451.10 3.96 HOPE � 1, "' ; I ,N' i "�,'),� � . - - 8 S-S-S r 32 1- I � ..'...1, fw; � i , Z's -_ --- --- - - - ------------ - - - - -_ - - -_ -_ -_ - - - - -_ - --- - - - -_ --------- I 1.1� 1. - .. - * , . : � : 1 200 25.86 0.97% 8 HDPE �, - I I _ - 0- - . -1 I 1-11" - 1111 I " - I I -_ �9: - -_ ____ - ____ -----. - --- ______ --,----- -------- ____ --------- - - , I 11111�11 U, I - �W CRZA ON CIRCL�`11`lm I - . 1. � ;X, 1�111 r � 4, � q i ! I �g,i - i iL-1-�l)- - - - 1 32 - 1 201 200 451.50 451.40 9.35 1.07% 6 HDPE . , 310 ______ --- 1 - - 11?1�i'11`11 ! i 00 _��,,.f� i,tl xx 9- -1 STM 291 295 ,- ) I � - " *i�� I 1 176 \ .. a 0 A13 � ------ - - - - - ------- ---------- 11 111.Al 176D 176C 176B .. 1 202 198 451.50 451.10 4.00 10.00% 6 HOPE , R ,,, " � - I � ' ' 7 /�3�4L _- X/ __:� _ , jo , _ ii� � " - � ___ �� *4 1 / � , _, I ;. VIA7 I , \ N7, \,�� \ _ . X�V , I I "I -""- O ` 14 362D 334 __ I , I_ 2864, "' 300 1 1 � 10111 ,,,r - L 292 PROP. MULTIFAMILY 311 - __ _____ - I— ___ - --,--,--- _ ______ ____ __ - --..----------------- -1 - _� \ Friii - 327 1 ll � t I , 185 . � . U %nillylli 203 197 451.50 450-90 4.00 li00% 6 HOPE ,1-�4 I , 1184 [a n a - 48TORY _ __ __ - - - . __ __ - � - ___ _ I - - __ - - __ __ - -------- - __ --.--------. - ___ __ - � ---. � " 1186 � -�4 . '11 11, E [a rft- I . - - W MAX 204 196 451.50 450.65 4.00 21.25% 6 HOPE .. ,.,� +4.1 I :.4 __+,� PROP. HEIGHT - ;`,I'�'. , , 1 mi;�;n R . �- 293 , . ,:�W "" � ; 1765A ri, I ,a a rn i .� (BUILDING TYPE'C') - - - ___ - __ __ - - - - __ ____ __ ___ - ___ ___ _____ - - - - ----------- -1-1 _1? il - E i '151i, 176F 183 PROP. MULTIFAMILY - 1<:;`� 363 364 65- FF = 451.50 205 194 451.50 450.45 11.02 9.53% 6 HOPE N 4 ,,,c_r-�,Ij� 187f � 6. L,- - _M_� 1 326 : "* 11,� , APARTMENTS - i BF = 441.50 312 _____ -- - - - ______ f 1 I � __� _7 -, . � 4 STORY - _-) I VSTM`l� 3§7 � -,-..,- - 1.11i'l.- 11 rM I 1 G 4 9AA 1014 AM rA ARA I)q 4 11 - _�� .- - ,110 I K i ir � 366 ;' I � ' �� , -_� - , I ;; I' I ;I : I z , � ! , i A,. I , I � � ! I � ! � � : 1 7, 1 : i , I � � � i I if ,_ , , * -, � , I , � i I I - : I . � I -1 I I I .1, 1, "'.v I � -k ", , , ? I " � I , I i `i.. , i 1 . 1 � f I ! ; I i � ! 1 : � , i i I I . 1 ; ! ! I ; � t i .11'. � I I � � i � ; ; � i 1 1 , � � � , ! 2 i ! � I I I - ; 14 -,��t, - - ,... 1P. �__ � d �� , ,7 . � � _ , , 3 , , � 1,'�,� C�, I ,,, * j .1 I I � I i ____ _.- __ ._.._�._,_..... : i i " , z I , " 11 I 1-1 - � I I . . . . . � 11 1176G 17A 60'MAX PROP. HEIGHT (BUILDING TYPEV) 2 FF = 455-00 - , 20J , 1 j � I � 11811 2 1761 � 21 1 � I 1 1 180 1 1 11 I 176J 179 1 1 1 1 176K 1 78 176L 177 : 176M 176N I I � I 0 1 1 201 1 W 200 . I � 202 20: 1 T I 1 196 198 197 1 1 1 1 1 00AMOM I I � 11 ryN_1 11 '. . - ,5r,;,y_ 1, Z7, 1_1 I , /I 205 I, 11_� � �A9 , I ---;?, , : I _ PROP. I.. . FITNESS 18811, - BUILDING 18V IFF urns 1�) - C ) /� 5 374 190 1 - - I 1 368- ii� ( 91 SL . 1 4 369 171 ... 11 93 __ - _70-7- al I r- - - ` MAINTENANCE 194 BUILDING FF = 455.00 - I , :z � _ . __ ___ - - __ - __ - . . U. f 8.16 70 0 nurr- - __ __ - � _____ - ---------- _� 0 ,* ____ 207A --- - 192B 451.50 450.20 8.97 14.49% 6 HOPE W ,_: STIM I _ 325 313 - - 14 207B ---- 192A 451.50 450.10 10.77 2.32% 6 - - HOPE - 0 275 - - ____ - ____ _ ______ ______ ___ ___ 3L M a24 314 285 207C i9l 451.50 449.90 i8.11 1.10% ) ____Jr I - _____ I----- ------------ DPE 373 --- -----------------------,-------------- ------------------ 207D 190 451.60 449.80 10.77 0,46% 6 HOPE 1 1 __ - ___ . � __ ___ - - - _____ - __ __. � I 1 276284 315 323 .- 207 - E __ - __ 1 - 89 . - __ - 451 - . . 50 - 449 - .70 - ____ 9 - .01 - - - - 2.77% __ � 6 __ HDPE - _ � - __ .- __ - - _ -P72 � 277 1 316 207F 188 451.60 449.65 14.55 0.69% 6 HOPE 283 ' 322 - - ____ - --- -_ --- -_ ____ _ -_ -_ - - -_ - ____ ____._ -_ - ____ -- __ '. .. 208 All 448.60 448.45 14.38 1.04% 8 HOPE - C _.___ _ __ 209 208 448.90 448.60 10-83__2.77% 8 HDPE I. . ______ ------ - ____ ___ __ _____ - ---- __ ------ _ - --.---- ------------------- E � . . 210 209 449.20 448.90 24.81 1.21% 8 HOPE 282 321 317 ---. ____ - - ___ . - - ____ - __ -.-- - - --.--- __ _ ____ - -------- - __ __ ____ ___ ------- __ ____ :":..'- 278 211 210 449.40 449.20 16.27 1.23% 8 HOPE I . .1 � . - � - --- - - r)t,i CIRCLES' - .. .. . 98l Oln 1 212 211 449.60 449.40 1856 108% 8 HOPE 196195 OMMOMM NNAMB!"M mauffawn 00100W 000000 WOM0002 0,060200M mmagwomm R'NAMOM f- j �' -, ) I________1___1_,__- ,.: _ "'FOUND"t'�!Y�' 1X4 " - IW 1 ._. " 4, --- I318 ___ - - __ - - __ - _ _ __ __ . - - . - - __ - - - __ - ___ \ - 279 " 280 319 213 212 449.95 449.60 32.80 _ - 1.07% ______ __ __ - 8 ___ - - .__ HOPE -------- __ , � � 214 _ ------- - 213 ____ __ - __ 450.15 ____ 449.95 - 17.24 1.16% 8 HOPE PROP. TRASH COMPACTOR (SEE ARCH DETAILS) 215 --- - ------- - 216 214 , - ____ - - 215 -------------,---------------------,------ � ____ 450.35 _-, . - - - -_ 450.55 ____ - - 450.15 --- - _ 450.35 ---- ______ 17.38 ______ ________.________________ 1.15% 8 HDPE HDPE 17.52 1.14% 8 ------------------- 460.55 23.37 1.07% / 217 -, - - --- - 216 -, - -_ 450.80 8 HOPE WONZWOM ammawma 9100NUMM ammmmo 21 8 I - ____ - - 21 7 � - - ---. 450.96 -_ __ - 450.80 --- - - 11.62 - � ____ - - � 1.29% -- - 8 , -_ - ---- - - - HDPE AMENWIM 0"Mmim ORMENZIM0 DAUN-12M alwomin 219 218 451.40 450.95 - ------,- 41.07 -------- 1.10% _ - 8 ___ - HOPE 220 219 451.45 451.4d __ _ _ ___ 2.76 __ - ______.__.__ 1.81% __ 8 ------- ____ HOPE � I.'- �)" /,a?,5*1..'b'�11' _---------- 221 - ---------- 220 ------- -,-- 451.65 ______-------- 451.45 ___ __________ 18AO ------------- 8 HOPE 1.09% 1 1. 222 ____ __ 221- . - --.---------�--.-------.------------ __ ___ 451-80 --- 451.65 ____ ___ HOPE -.-----.-- - __ 11.70 __ 1.28% ____ - 8 223 222 452.10 451.80 -------- 25.42 _,_____ 8 _._ HDPE 1,18% 224 222 452.15 -,------ ------------.-- 452.10 -------- 2.44 - ____ ___ - - __ 2,05% ___ _... ___ 8 _____ HOPE - .. . 1.1.-I-- - • 225 1120 221 ,)-U: ___ 452.3D 452.15 ___ - 13.92 ------- 1,084 ___----- - --.---------- __ HDPE _10 11- - _ . _ ..11j 11 � 4.0 I .JV 10.52 I.f 0 nurc - - ----------- - _____________ _. ----------- --------- -.---.- -1. MONUACN 227 225-226 452 HDPE OPE 52.50 452.39 179 6._15%.6 - ; _ � - - - - - - - ,1 �"I I � ,, 1_ --.j, 0I- 4- z._u-v W-- -IU_I. v_ Ou rc n_U_- ..I-- �'? - __ --_- _ -f ___Z_. _ __O_V-I _ _—_ ____ _- ,�- ___ TI 235 18 452.50 4.9 17 2-74% 6 HOPE -`� 1 1 1 . � R__11_,-.",- UROUTE 29 SEMINOL-, -__- ____ __ 0_ _ - .S. 236 217 451.50 450.80 6.00 11.67% 6 HDPE , f111`__ - ___�- - - 1. - - ,, — IDTO.P -1 - ) ,? UMITM. 1 w u�p -�, -�-,,�"I",ri[P 4-- lIA&LWSP&I - - __ - . 237 -_ -Ii--ij- -- --- 216 ,-_- - 451.50 --- - �-�___--- 450.55 - - -_ -- 6.67 -------- --- ---___ 14.24% -_ - - -. 6 --- - - -__ - - HOPE --- _i�Q.B.j9. J12 P. 552 H.W.P.B. !'. 254 ,03. ,120 P. 1,59 238 214 450.50 450.15 4.00 8.75% 6 -----------..--- HOPE -� - ._ 239 213 450.25 449.95 4.00 7.50% 6 HOPE � � � - - - .. I � . -_ .. I - - � 40 20 10 0 40 I I I I I I L____ __ -IIIIIIIIIIIIIIIIIIIIIIIII .. 1 ''= 40' 240 ---------- 212 ___ - - ___ 450.25 -.-- 449.60 4.00 - - - - 16.26% - 6 HDPE 241 210 ___ 449.75 ----- ------ 449.20 ___,__--- 4.63 _____,---- 11.88% -- 6 _______,___ HDPE 242 209 - - - - - - 449-00 -----------,--.--- - __ - 448-90 __ __ 4.47 � - - 2.24% - - - - __ 6 - _____ _ HOPE 243 208 449.00 ____ 448-60 ___________.______ 11.24 3.56% ___ 6 I __ -------- HDPE 244 All 448.60 --------- -------- - 448.45 --- - 13.85 ____________,_______ 1.08% 8 . - - -_ - HDPE 245 __ - --------- 244 __ ---------- 449-00 -------- -------- __ 448.60 - __ ______ _ 37.76 - - ____ 1.06% ___ --- 8 ____ ______ HOPE 246 245 _____ 449.05 _ - _- _ 449-00 --------.-- 4.31 -------..------- 1.16% 8 .--------. HDPE 250 246 449.30 449.05 23.48 1.06% 6 HDPE 249 245 449.45 449.30 ___ 14.38 __ - � ___,__ 1.04% - 6 ____ HDPE 248 249-245 - __ _ 449.50 - - - __ - 449.40 -------- 1.48 -- __________ 6.76% ------- 6 - - _ - - HDPE 247 -------.-- 244 _ .__ -------.--------- 449.50 448.60 - -.----,-. 14.28 _____ _ 6.30% - .. ___ 6 ___ - - - HOPE 251 ---,--------- Al2 448.00 .------- - 447.05 ------- ----- 19.68 ---------- 4.83% ------- 8 -----------, HOPE 252 ___________ 251 __ --.�------.----------�--.�---�-- 449.10 _ -- 448.00 ,------------------------ 15.21 7.23____% -----.. 8 _____________ HDPE 253 252 449.60 449.10 ___ 50.15 1.00% 8 HDPE 254 253 __ 449.76 - __ - 449.60 ------------ 14.24 ____ - 1.05% __ ._ 8 ----------- HDPE 255 254 --.,--- 450.00 _ ___ __ __ - 449.75 - - , __ - - - __ ____ 21.78 I - - - _ ____ i.W/o __ - 8 - __ HDPE 256A ___ ------- 255 - ------- 450.20 _____ --- 450.00 ___ . .- - -, 17.27 ____ _ 1.16% - - - - __ 8 - - . _ ---- HDPE 256B 256A ----.- -------- 450.35 -,------- 450.20 ------- - 12.38 ----------- 1.21% ______ 8 ------------ HDPE 256C - --.-------- 256B ___ ---------------- 450.75 450.35 ___ 36.57 1.09% 8 HOPE 256D 256C 4510-80 --------------------- 450.75 1.86 --- ---------------- 2.69% 8 __ HDPE 256E 256D - 451.10 - - - ___ 450.80 --------------- _____ -------- 28.85 - - ------------- 1.04% 8 --------- HDPE 256F 256E 451.25 - 451.10 ------- ----------------------- 11.25 - ____ ____ - 1.33% --------- 8 ______ HDPE 256G --------------_____________.__________________.____ 256F 451.30 451.25 4.34 1.15% ------------------ 8 HDPE 256H ----.----.--.-,-----.------.---------- 256G 451.35 451.30 -------.- 4.09 1.22% --------.------ 8 HDPE 2561 256H ------------------------ 461.40 ---- 461.35 ------- 4.90 ---------- ---.- 1.02% --- ___ 8 __ ______ HDPE 256J 2561 451.65 ------- 451.40 --------- 20.97 ---.------- 1.19% - ______ 8 --------- HDPE 266K __ ------- - 256J - - ____ - 451.90 - - - - - __ 451.65 _ ---- __ - 23.36 - - __ __ __ 1.07% - - ____ - - 6 ------- - - HOPE 256L 256K - ___ 452.00 - - - - - - 451.90 ___ _____ - 7.61 ---'-- _____ - - 1.31% - _____ 6 - ------- __ HDPE 256M 256J 452.00 __ 451.65 - _-------,- 7.61 -------- 4.60% ___ 6 , ---------- HOPE 246N 2561 452.00 ---- 451.40 ___ ------ 7.61_ --- _ 7.88%-- ------.----------- 6- 257 _.____-- 256H - __ __ __ - 452.00 -----------�-------------"�---- _______ - 451.35 12-09 - ---.----.--- 5.38% -- 6 -HDPE - HDPE 258 256G 452.00 451.30 __ - 9.66 7.25% 6 HDPE 259 256E _ 451.50 ------- -, 451.10 __ - --.-.I- - __ 4.00 __ - __ - 10,00% - - 6 - __ ____ HDPE 260 ___ 256D __ ---------- 451.00 -.------- _____ - - 450.80 - ______ 4.00 __ ____ ---. __ 5.00% ___ - __ 6 - _____ - HDPE 261 256C 451-00 -- 450.75 --------- ___________ 4.00 ____ ______ 6.25% __ . - 6 ______ _ HDPE 262 256B 451.00 ____________ _____ 450.35 ---------------- 10.17 ----------------- 6.39% 6 HDPE 263 -------------�.---.--.------------- 256A 450.50 __--- 450.20 ___ 4.00 --- _---- 7.50% -------- 6 ---.----.--- HDPE 264 255 450.50 450.00 4.00 12.50% 6 HDPE 265 _ ___ - 254 ------------- 450.00 ____ 449.75 --------------.----. ___.___ 4.00 __ ______ ___ 6.250/0 ___ 6 -------- HDPE 266 252 449.25 449.10 - - - 2.00 _.__------ 7.50% - - __ - - - _____ - 267 - 251 __ ---------------- - 4481.25 448.00 - ____ - 2.00 -,------------ -_ 12.50% __ __ 6 --------- HDPE- 268 Al2 447.25 ___________ 447,05 _ 17.53 _---,---- __________ 1.14% 8 ___..___ HDPE 269 268 447.50 447.25 23.58 __ 1.06% __ 8 - -------- ____ HDPE 270 269 4481.00 447.50 40.45 1.24% 8 HDPE 271 270 448.25 448.00 22.04 1.13% 6 -.,----- HDPE 272 271 448..50 -------- 448.25 15.95 __ ____ - _ 1.57% __ - 6 ________ - - HDPE ---273 ---- 270 -------- 448..50 448.00 13.17 ------ - 3.80% � -.-- 6 __ __ HDPE 274A ------------ 269 ------- ----------------- 44735 -------- 447.50 __ 3.25 .-------- 7.69% -----,-- 6 ------.-- HDPE 274B 268 447..50 ------, 447.25 ______ 3.92 ---------- ------- 6.38% 6 ___ HDPE 275 A9 446..25 445.50 24.52 3.06% 6 HDPE __ 276 ___ 275 446..50 446.25 10.65 2.35% 6 HDPE .- --------- 277 -- 276 446..90 -,---- 446.50 ----- .-.----- 18.00 . 2.22% -------------------- HDPE ______ __ 278 �-, ---------- 277 447.50 ____ _ -----,.--.-- 446.90 � 33.44 1.79% -6 6 HDPE _________ 279 278 _____ 447.90 447.50 18.00 2.22% _____ 280 __ -------- 279 ----------.------- 448..50 447.90 31.12 .3% -1 6 ___ HOPE __ -------------------- 281 279 - 448.50 ----.----.-----9----- 447.90 18.48 - 3.25% 6 HDPE - - - - 282 - _________ --- __---- _____ -- ---------..---- .98 6.68% 6 HOPE --------- 283 -----------.-------------- 277 448.0 ----.------------- 446-90 ---------- 8.73 12.60% 6 HDPE ____ __ - 284 __ -----------.----- 276 _____ 448.00 ___ - __ 446.50 -------- 11.89 --,----,-.-. 12.62% _._____________ 6 HOPE ________-------- 285 275 _____----- 448.00 _------------,-- 446.25 11.89 -------- 14.72% 6 -------- HDPE --- ---- ___--- 286 __--- _________ A15 441.75 ---- 441.50 10.25 -.----------------------- 2.44% 8 HOPE 287 286 442.00 40.75 10.65 2.35% 8 HDPE 288 - ------- 287 442.25 ------------ 442.00 18.25 1.37% 8 HDPE 289 ______ 288 442.75 ------------ 442.25 ___ 33.18 ------- -------- 1.51% 8 _________ HDPE 290 289 442.90 442.75 18.00 0.83% 8 HDPE 291 ------..- 290 447.25 442.90 33.64 12.93% --------- 8 HDPE 292 - ___ - ___ 291 ___ --------- 447.75 - 447.25 __ 11.22 _____ --,---- 4.46% 8 ----- HDPE 293 292 448.50 447.75 18.00 4.17% 6 HOPE 294 292 447.75 447.25 3.50 __ - - _____ - 14.29% - __ - - 6 - ------- - - 295 -----I-----.----- 291 448.50 447.25 14.00 8.93% 6 -HDPE HDPE 296 - .---------.-.- 290 ______ 443.00 --.--- 442.90 18.48 0.54%__ ___ 6 HDPE 297 289 443.00 442.75 14.98 1.67% 6 HOPE 298 288 443.00 442.25 _ 8.73 ---,------ ------- 8.59% - 6 HDPE 299 287 443.00 ------- ------- 442.00 12.23 ---------- - ______ 8,18% - 6 ------- HDPE 300 .----------- 286 - ____________ 443.00 --- 441.75 12.23 10.22% 6 HDPE 301 POND ----------- 433.25 -------------' 432.50 11.03 -_ - - 6.80% 8 ------------- HDPE 302 301 433.45 433.25 17.15 1.17% 8 HOPE 303 -,--------------------------------------------,------ 302 433.60 433.45 16.74 -----,----------- 0.90% 8 HDPE 304 .- -----,-.-- 303 �-----------,----��-------�-,�---�-----.-------.-----------------.-- 433.65 433.60 33.43 ----.--- 0,75% 8 __ __ HDPE 305 304 433.95 433.85 18.12 0.55% 8 HDPE 306 305 434.05 433.95 - 10,44 - 0.96% ___ __ 8 __ ---- --- HOPE 307 306 434.15 434.05 18.21 0.55% 8 HDPE 308 ---------------- 307 - 434.35 - - 434.15 -----.- - 33.44 - ____ __ _. - 0.60% _ - 8 - ----------- HDPE 309 ---------"-.- 308 � - -------------------- - 434.45 __ ______ ___ ---------,-- 434-35 __ 17.87 __ ___ - ______ 0.56% 8 ---------- HDPE 310 .------------- 309 ----------,---------- --------- 437.40 -- ---- 434.45 --------.---------- 30.00 9.83% ___ 8 _____ HOPE 311 310 437.55 ---------.�---------.--------------------,--- 437.40 11.33 1.32% 8 HDPE 312 311 437.90 - 437.55 - 30.44 - 1.15% - - - 8 - - - - HDPE 313 312 438.15 437.90 - 21.00 -- --- 1.19% - 8 HOPE --- ---- - - 314 315 316 - - - 313 ______ 314 - - - - 438.35 -,---- - ___ - - ___ __ 438.15 _--- _____---- - - ___ - - 18.14 - ______ - - 1.10% - 8 --- HDPE HDPE --------,---.- HOPE 438.50 --------------- 438.35 ______________ 10.38 1.45% ------- ---- 1.10% -- ---- 8 _------ 8 315 438.70 438.50 _________ 18.14 317 318 319 ___ - __ ------------ 320 321 --------- 316 317 318 318 317 _ 439.10 439.30 _ __ 439.50 - �-------------.---------------------,------ 439.50 438.70 439.10 - --------- ___ 439.30 439.30 -- 33.44 18.00 - _ - 22.03 8.39 - _ -------- 1.20% 1.11% - _____ ___ 0.91%HDPE - ______ 2.38% ---- 8 8 __ _____ . - ___ 6 ---.. _HOPE ------,- HDPE - --------- - ____ _______ HDPE 439.50 439.10 4.89 ----,-.---- 8.18% __ __ 6 ----------_ HOPE 322 __ - ------.- - 323 324 ------ � -- 325 326 __ ---.----- --------------- 327 316 ------------------------ 315 - _ 314 __ - _ - ____,_______ 313 312 --.------.,-.-----------------,-------.------.--- 311 439.25 439.50 - ____ _ __ 439.50 438.70 ------ 4.89 --- --------------------- 11.25% 6 HOPE 438.50 -.- - -..--- 438.35 ---------- 8.25 - ____ ____ , 8.25 --- 12.12% ____ _ - - __ 13.94%_ 12.27% __ __ - - 12.27% 14.29% _____ ____ 6 _. - 6 __ 6 __ ___ 6 6 - -------- HDPE __ - - __ - __ HDPE _ HOPE _ _ HOPE _____ ___ , HOPE ____ 438.75 ----,-- __ 438.50 --------- 438.16 __ - __ 437.90 437.55 --------------- 4.89 ____ --- ____ 4.89 8.40 438.75 328 329 330 331 332 ____ ____. 310 309 - - - 308 307 306 ___ __ 439.50 437.40 18.89 11.12% ------- 6 6 __ - - -,--- 6 - - __ - 6 - __ - 6 - - HOPE HOPE __ HOPE _- ___ - - - HDPE - - ___ HDPE 434.50 ------- - 434.50 _ ____ 434.50 --------- 434_.50 434.45 ___ ------- 434.35 - -------. I ____ - 434.15 - ------------------ 434.05 8.39 - --------- 4.89 - ____ - 4.89 8.25 0.60% _ __ __ - 3.07% __ _____ - ____ 7.16% --------__ 5.45% 333 334 __ 305 _____ 304 ___.____._ 434.50 -----.--- _ 433.95 --------- 8.25 _____ __ __ 6.67% I—- - __ 13.29% ________ 6 _. ___ 6 - ---------,-- - HDPE 434.50 ______ 433.85 4.89 ----I--- - - HOPE 335 336 303 1 301 ---.--------.------------ 434.25 434.50 433.60 4.89 13.29% 9.14% -------- - 0.65% _ 0.62% --- 6 6 8 -,- _ ___ ___ HOPE -HOPE ----------- HOPE HOPE 1433.25 - 337 Al2 447.25 1 447.05 30.81 338 337 447.30 447.25 8.10 8 339 338 447.46 447.30 24.17 0.62% 8 HOPE 340 339 447.60 1 447.45 26.8 __ __ __ ___ _ __ 0.83% 0.88% _____ 1.20% ------- ___ 1.05% 1 2.69% - - 8 6 - ------------ HDPE HOPE HOPE - __ HOPE -------- - __ HOPE -------- HOPE 341 340 447.70 447.60 - 15.1% 342 341 447.75 447.70 6.04 343 342 1 448.00 447.75 28.39 344 343 448-10 . 448.00 8.32 6 - 4 4 345 344 448.25 448.10 14.30 346 345 448.50 448.25 9.31 347 344 448.50 448.10 17.75 ------- 2.25% --- ---- __ __ 9.52% ------- ____ 4.76% - __ 4 HOPE -------- __ HOPE HOPE - - PE 348 343 448.50 448.00 5.25 _ 4 4 349 342 448.00 447.75 5.25 350 341 448.00 447.70 -------- 17.87 351 339 448.00 447.46 10-11 ------- __ _ 5.44% - 4 -------------.- HOPE 352 338 447.60 447-30 5.53 1 3.62% 4 - HOPE 353 337 447.35 447.25 11.07 --,-- ______ 0.90% - 0.97% __ 0.60% 0.86% - 8 ----------- HDPE HOPE HDPE _ HOPE HOPE 354 353 447.45 1 447.35 10.31 8 6 6 6 355 354 447.55 447.45 16.80 356 355 447.65 447.65 11.67 1 357 356 447.75 447.65 13.33 0.75% 358 1 367 448.00 447.75 40.42 ----------- 0.62% 0.52% ------- ___ 0.67% ---- ___ ____ - 0.56% 1.67% - 6 6 � ----- -- ___ HOPE HDPE HOPE - ------- HOPE HDPE 359 358 448.20 448.00 38.17 360 359 448.40 1 448.20 30.03 6 - 4 ... 360 448.60 448.40 --- 35.74 362A 361 448.65 448.60 1 3.00 4 , 362B 360 448.50 448.40 3.00 3.33% 1.52% 4 4 HOPE HDPE 362C 359 448.50 448.20 ------------------- 19.79 362D 368 448.50 448.00 1 - 19.55 - 2.56% - - - ___ 5.21% 5.96% 13.03% 4 - __ 4 - - HOPE HOPE - - - - - HOPE HOPE 362E 357 448.00 447.75 -------- 4.80 362F 354 448.00 447.45 9.23 - 4 4 362G 353 448.00 . 447.35 4.99 - 363 1 A9 449.20 I 448.95 ...- __ 1.40% ----------- 8 HOPE 364 363 449-50 449.20 7.00 ---------------- 4.29% 8 HOPE 365 364 450.95 449.50 69-07 2.4 6 HDPE 366 - 365 451.00 460.95 . 1.17 4.27% 4.17% .. ....... _ 1.00% 6 6 8 HDPE -.- HDPE _ _ HOPE 367 364 449.55 449.50 1.20 368 363 449.70 449.20 49.77 369 368 - 449.85 449.70 ----,--- 12.05 1.24% - ----_.__ 6 HOPE 370 369 450.20 449.85 32.75 1.07% 6 -------- HDPE 371 370 450.40 450.20 16.50 1._21% 1.17% 2.50% ------- 6 4 4 HOPE HOPE HOPE __ - HOPE 372 1 371 450.70 450.40 25.75 373 372 451.00 450.70 12.00 374 371 450.50 460.40 - 3.85 -2.60%_j 375 370 450.50 450.20 3.85 ---------- 7.79% 4 _ H6 PE 376 1 368 , - 450.50 449.70 69.07 __ ___ 1.35% - - 4 1 -------- HDPE CL - W �UW x 'I �j , M _ 0 I U ;_� �_ ck� E2 I 2 P4 W �H W ,,, 2 ,,, � 0 F)� - EH I 't z � Z U 0 "i 0< z __ 0,- _j I -_ ix p: 2f �__ ,3 () ,�e - r,j - `__ - 1 a-�j z< -:( 2: ,<f, n. �-- E � % i5 r.r " W W H _j _3 < _j "I :<ii -0 �� :1 F5 �; E gi� 0 a4 F"V X <� 0 �- I-Ci Q� C) < �- (n Q 9 a W pq W Z Q Z x I .-.- H t I z x Lij , 0 z , � A Z U z W ri P - z �_) 2 )-< 0 I !� - J � � _Wj QW2 iE > 0� -,j 1, 1: LLj z z 5 0 § � - 0 0 0 � Zo U - _T 0 W < D, 7- E, 0 0 Z, x z I LLJ x 5 Q �� ,r _j (n , IQ (n z U � - i- - t � 0" El C4 P-4 il:: I El Is � � 2, 5x H 0 W Z, < L. Z �- 1 4 - U) 95 0 W zC) z _JAY �,f Z LLJ a- C'12 L2, I— z z- 0 0 I 8 2! ii �� M :L W 0 W W LU i 1 � �_? �..] 2� D Z4 00 Z Z Z 0- r, � D Z 10 * * + 40 * * I� � � [-4 4 W x i � I REVISIONS REV EV DATE COMMENT BY 1 8/31/18 - COUNTY COMMENTS RTY 1 2 I 9/10/18 ARB COMMENTS RTY 3 10125/18 FOR APPROVAL RTY _ I I - . I L I ) KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast It's free It's the law %.. � r, APPROVED FOR CONSTRUCTION F PROJECT No : V1 52000'� DRAWN BY: MEG CHECKED BY: RTY DATE: 618/18 SCALE: 1 ''=40' N CAD I D.: % RZF2 �L/ r- PROJECT: I FINAL SITE PLAN � FOR BROOKHILL BLOCK 4A AND 4B APARTMENTS LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA ROOF DRAIN PLAN SHEET NUMBER: C G 5 04 , 1 . -,, .. __ __ �� 1 __ � �-,�� I -1 - H \1 5\V1 5200MRAW NGMPLAN SETMSECT ON 1 \BLOCK 4A AND 4B F NAL STE PLANW1 5200ORF2 DWG PR INTED BY DREARD004 102518g750PV LAST SAVED BY +IGBSON 2 /-(�/j % H \15\V152DD\DRAW NGS\PLAN SETS\SECT ON 1\BLOCK 4A AND 4B F NAL S TE PLAN\V1520DOLP2 DWG PR NTED BY DREARDON 10 25 16 @ 7 52 P M LAST SAVED BY DPEARDON 1-1 1 2/- I ,,../ / I I I I I I I I I ' 25+0 24+00 23+00 22+00 21+00 20+00 191 BLOCK 4A 1"=100' County of Albemarle Conservation Plan Checklist — To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) LEGEND ALBEMARLE COUNTY BLOCK 4A BUFFER COMPLIANCE CHART SECTION REQUIREMENTS NOTES COMPLIANCE 100 FEET WIDE BUFFER ALONG ROUTE 29 TO 1. 30' PORTION OF THE BUFFER MAY BE DISTURBED FOR 2.4.2 SCREEN DEVELOPMENT FROM ENTRANCE GRADING WITHIN THE DEVELOPMENT, AND SHALL BE BUFFERS CORRIDOR. REPLANTED WITH A MIXTURE OF DECIDUOUS AND COMPLIES PER ALBEMARLE (PER APPROVED ZMA201500007 CODE OF EVERGREEN SHRUBS AND TREES TO BE APPROVED BY THE COUNTY CODE DEVELOPMENT) DIRECTOR OF PLANNING. 32.7.9.6 AN AREA OF AT LEAST (5) PERCENT OF THE PAVED INTERIOR PARKING LOT LANDSCAPING LANDSCAPING PARKING AND VEHICULAR CIRCULATION AREA WITHIN A PARKING SHALL BE LANDSCAPED WITH TREES OR SHRUBS. PARKING LOTAREA: 108,794 AREA PER ALBEMARLE COUNTY PLANT MATERIALS MAY BE A MIXTURE OF SHADE INTERIOR LANDSCAPING (5%): 5,217 REQUIRED CODE TREES AND SHRUBS AND SHALL INCLUDE ONE (1) 8,879 PROVIDED LARGE SHADE TREE PER TEN (10) PARKING COMPLIES SPACES. REQUIRED PLANTINGS PER 10 PARKING SPACES NUMBER OF PARKING SPACES: 266 CANOPY TREES: 27 (1110 PARKING SPACES) UNDERSTORY TREES: NA SHRUBS: NA EVERGREEN TREES: NA PROVIDED PLANTINGS PER 10 PARKING SPACES CANOPY TREES: 37 UNDERSTORY TREES: NA SHRUBS: NA EVERGREEN TREES: NA '%' INDICATES PLANT MATERIAL UTILIZED TO FULFILL REQUIREMENT SITES DEVELOPED FOR RESIDENTIAL USES AT TREE CANOPY CALCULATION GROSS DENSITY OF MORE THAN TEN (10) BUT LESS 32.7.9.8 THAN TWENTY (20) DWELLING UNITS PER ACRE OR GROSS SITE AREA: 358,446 TREE CANOPY MORE, THE MINIMUM TREE CANOPY IS FIFTEEN (15) COMPLIES PERCENT. TREE CANOPY COVER REQUIRED (15%): 53,767 SF REQUIRED 44,946 SF (PROPOSED) + 18,802 SF (EXISTING) = (17.7%) 63,748 SF PROVIDED I . The following items shall be shown on the Man: ® 'frees to be saved: © Limits of clearing (outside dripline of trees to be saved): ® Location and type of protective fencing; (Accompanying WPO Plan) ® Grade changes requiring tree wells or walls: ® Proposed trenching or tunneling beyond the limits of clearing. 2. Markint4s: ® All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. �) No grading shall begin instil the tree marking has been inspected and approved by a County Inspector. 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 sail 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 Fencine: ® Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ® Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: �I 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 subnuttcd for approval. 10. 'free Walls: ® When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval, 11. '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 as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: W Protective fencing shall be the last items removed during the final cleanup. 13. DamaPed Trees: ® Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIRENIENTS. OWNER SIGNATURE �0% (DATE) CONTRACT PURCHASER SIGNATURE 7/18/18 (DATE) 5/1/06 Page 1 of 1 BLOCK 4B 1"=100' 100 50 25 0 100 1 "= 100' LEGEND COMBINED LANDSCAPE SCNI; a DULE FOR BLOCKS 4A AND 4B KEY QTY. BOTANICAL NAME COMMON NAME SIZE REMARKS TREE CANOPY COVERAGE TOTAL TREE CANOPY COVERAGE SHADE TREES BNO 7 BETULANIGRA MULTI STEM RIVER BIRCH 111?-1N'C 'ORC'E11 8-19 B+B 397 2779 FSY 18 FAGUS SYLVATICA EUROPEAN BEECH 110-13/4' CAL.(I ARGE) BQ 177 3106 GO 1 GYMNOCLADUSDIOCUS KENTUCKYCOFFEETREE 1117'-1314' CAL.ORGE) B+B 570 570 LT 21 LIRIODENDRON TULIPIFERA TULIP POPLAR 1117'-134- CAL.PRGE) B+B 387 8127 NS 11 NYSSASYLVATICA SOURGUM OR TUPELO 1112'-1314- CAL.(LARGE) B+8 123 1353 PLO 18 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 1 Ut-1314- CAL ( ARM 8+8 1253 22664 PXAB 20 PLATANUSXACERIFOLNI3LOODGOOIY SLOODGOODLONDONPLANETREE 111Y-13/4' CAL.(LARGE) 8+8 368 736D CIA 15 QUERCUSALBA WHITE OAK 111?-1314- CAL.(LARGQ B+B 243 3645 QPH 16 QUERCUSPHELLOS WILLOW OAK 110-134- CAL.¢ARGE) B+8 370 BUD ZSGV 43 ZELKOVA SERRAWGREEN VASE! GREEN VASE ZELKOVA 1IX-1314-CAL.(LARGE) B+B 350 15050 SUBTOTAL 170 7M ORNAMENTALTREES AL 6D AMEIANCHIERLAEVIS ALLEGHANYSERVICESERRY 1-110CAL. IMY B+8 130 780D CCFP 34 CERCISCANADENSISTORESTPANSY' FOREST PANSY REDBUD 1-11f1'CAL. I8-IV B+B 124 4216 CKM 6 CORNUSKOUSA MULTI STEM KOUSA DOGWOOD 1-110 CAL. ILMD' B+B 124 744 SUBTOTAL 100 12760 EVERGREEN TREES 10 28 ILEXOPACA AMERICAN HOLLY 64 B+B 56 146E VN 17 ILEX X'NELLIE R. STEVEN' NELLIE R. STEVENS HOLLY 64. B+B 44 748 JV 81 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 8-19 B+B 16 1296 MG 11 MAGNOLIA GRANDIFLORA SOUTHERN MAGNOLIA 64 B+8 54 594 PS 85 PINUS STROM EASTERN WHITE PINE 6-T B+B 118 10030 SUBTOTAL 220 14124 DECIDUOUS SHRUBS me 6 ARONIAARBUTIFOLIAERILLIANTISSIMA REDCHOKEBERRY 34' B+B N 56 ITEA VIRGINICA'HENRYS GWIET GARNET SWEETSPIRE 2430' #5CAN VD 58 VIBURNUM DENTATUM ARROWWOOD VIBURNUM &d' B+B VR 25 VIBURNUM XRHYTIDOPHYLLUM LEATHERLEAF VIBURNUM 34' B+8 SUBTOTAL: 147 EVERGREEN SHRUBS MYC 59 MYRICACERIFERA WAX MYRTLE f-6 B+B SUBTOTAL 5D ORNAMENTAL GRASSES AGE 125 ANDROPOGONGERARDII BIGSLUESTEM 3GAL. CONTAINER FAH 480 PENNISIETUMALOPECUROIDES'HAMELN' DWARF FOUNTAIN GRASS 2CAL. CONTAINER SUBTOTAL 605 1 ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE PARKING MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED, SHRUBS LOT AREA AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF LANDSCAPED 2 THE PLANT, ALL LANDSCAPING SHALL BE INSTALLED BY AREA THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT LARGE SHADE 3 ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE TREE CURRENT OWNER OR A PROPERTY OWNERS' ASSOCIATION, AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN, ARCH, ER AVENUE, TREE LANDSCAP E SICPIED1L L (INCLU DING ROUN DABOUT WI` 114IN CROSSWALKS) KEY QTY. BOTANICAL NAME COMMON NAME SIZE REMARKS SPACING SHADETREE(S) CS 31 QUERCUS SHUMARDII SHUMARD OAK 2 v2,T CA1.1D-17 HT 8+8 4D FT O.0 SUBTOTAL. 31 DECIDUOUS SHRUBS RK 56 ROSA'KNOCKOUr KNOCKOUT ROSE 2M HT #6CAN 3FTO.0 SUBTOTAL 56 EVERGREEN SHRUBS IGC 191 ILEXGWRAtOMPACTN DWARF INMERRY HOLLY 24-VHT #5CAN 3FTO.G JHP 48 JUNIPERUS HORIZONTALIS PLUMOSA ANDORRAJUNIPER 15.18'SPRD. 03CAN 2FTOL PXOL 66 PRUNUS LAUROCERASUTOTTO LUYKER OTTO LUYKEN CHERRY LAUREL 24-N HT #3 CAN 3 FT 0.0 VR 24 VIBURNUM XRHYTIDOPHYLLUM LEATHERLEAF VIBURNUM 34HT 8+8 3FT0.0 SUBTOTAL am ORPWdENTALGRASSES PAH 144 PENNISETUMALOPECUROIDES'HAMELN' DWARF FOUNTAIN GRASS 2GAL. CONTAINER 2FT0.0 SUBTOTAL 144 ALBEMARLE COUNTY BLOCK 413 COMPLIANCE CHART SECTION REQUIREMENTS NOTES COMPLIANCE 100 FEET WIDE BUFFER ALONG ROUTE 29 TO 1. 30' PORTION OF THE BUFFER MAY BE DISTURBED 24.2 SCREEN DEVELOPMENT FROM ENTRANCE FOR GRADING WITHIN THE DEVELOPMENT, AND BUFFERS CORRIDOR. SHALL BE REPLANTED WITH A MIXTURE OF PER ALBEMARLE (PER APPROVED ZMA201500007 CODE OF DECIDUOUS AND EVERGREEN SHRUBS AND COMPLIES COUNTY CODE DEVELOPMENT) TREES TO BE APPROVED BY THE DIRECTOR OF PLANNING. 32.7.9.6 AN AREA OF AT LEAST (5) PERCENT OF THE PAVED INTERIOR PARKING LOT LANDSCAPING LANDSCAPING PARKING AND VEHICULAR CIRCULATION AREA WITHIN A SHALL BE LANDSCAPED WITH TREES OR SHRUBS, PARKING LOT AREA: 104,427 SF PARKING AREA PER ALBEMARLE PLANT MATERIALS MAY BE A MIXTURE OF SHADE INTERIOR LANDSCAPING (5%): 5,221 SF REQUIRED COUNTY CODE TREES AND SHRUBS AND SHALL INCLUDE ONE (1) 8,197 SF PROVIDED LARGE SHADE TREE PER TEN (10) PARKING COMPLIES SPACES, REQUIRED PLANTINGS PER 10 PARKING SPACES NUMBER OF PARKING SPACES: 293 CANOPY TREES: 30 (1 / 10 PARKING SPACES) UNDERSTORY TREES: NA SHRUBS: NA EVERGREEN TREES: NA PROVIDED PLANTINGS PER 10 PARKING SPACES CANOPY TREES: 37 UNDERSTORY TREES: NA SHRUBS: NA EVERGREEN TREES: NA ''A" INDICATES PLANT MATERIAL UTILIZED TO FULFILL REQUIREMENT TREE CANOPY CALCULATION SITES DEVELOPED FOR RESIDENTIAL USES AT A GROSS DENSITY OF TWENTY (20) DWELLING UNITS GROSS SITE AREA: 33D,540 SF 32 TRREEEE PER ACRE OR MORE, THE MINIMUM TREE CANOPY COMPLIES IS TEN (10) PERCENT TREE CANOPY COVER REQUIRED (10%): 33,054 SF REQUIRED CANOPY 55,544 SF (PROPOSED) + 6,969 SF (EXISTING) = (18 6%) 61,513 SF PROVIDED F � KA, X r"' w Z o mow¢ w bZ 00 ZroJ-LL QP WJ�aaID r-� ¢ J 0 J U. 0,- i 9 Z z�� o Z Z ❑ Z a O ZWU z a oz H�o -a �m � >� ¢vW)=LLZZ5: 5 ZCn :E 0wwa m m �= w O O w OD LT.- J(nd_' LOCO ZUo Z El �14 p 0 ¢ LD Z >- Cn ��Ei <Z < Z -i :a Z LL1 woa_ o 0 QZOooLLJ DzmZZZ0- t DZ Cn Zc REVISILDNS REV DATE COMMENT BY 1 8/31/18 COUNTY COMMENTS RTY 2 9/10/18 ARB COMMENTS RTY 3 10/25/18 FOR APPROVAL RTY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. Its free It's the law APPROVED FOR CONSTRUCTION PROJECT No: V152000 DRAWN BY: MEG CHECKED BY: RTY DATE: 618/18 SCALE: 1''=100' CAD I.D.: LP2 PROJECT: FINAL SITE PLAN FOR BIR00KIIfILL ID ]DOLOC"ICK 4A AND 44-) AP IR1MEN1S LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA 28 BLACKVWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone. (540) 349-4500 Fax: (540)349-0321 C A L_ANir COMPLIANCE, CHATS SHEET NUMBER: C-703 10 01 (-7/ H \1 5\V1 52000\DRAVJ NGS\PLAN SETS\SECT ON 1\BLOCK 4A AND 4B F NAL S TE PLAN\V1520001P2 DVVG PR NTED BY DREARDON 10 25 10 @ 7 52 PM LAST SAVED BY DREARDON NOTES: I 1. MAXIMUM POLE LIGHT MOUNTING HEIGHT FROM GRADE INCLUSIVE OF THE BASE ISEIGHTEEN (18) FEET. � / 2. EA CH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUM ENS / SHALL BE A FULL CUTOFF WMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT / LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOTCANDLE. Calculation S-y Label Avg Max Mln Avg/Mln MarJMin PGSp L, Ptspab PARKING SUMMARY 1.6 19.E 0.1 15.7 192.3 10 10 I I I I / / I I 1 r r / / i I I I Luminaire Schedule WLS14167 BROOKHILL BLOCK 4A AND 8 CHARLOTTESVILLE,VA PM.MARK PLEASE EMAIL MARK AT MWILLIAMS®WLSU3HTING. CON FOR PRICING. Symbol Oty Label Lumens LLF Description I -- Watts Lamp Type Wom29 A 6295 1 000 WLS-EDR-5M-04-E-52540K 18' MOUNTING HEIGHT 70 LED 14 B 6295 1 000 WLS-EDR-5M-04-E-525 4CK 18' MOUNTING HEIGHT 70 LED 5 C 4509 1.000 WLS EDR-4MB 04-E-525-40K 18' MOUNTING HEIGHT 70 LED 72 D 1972 1 000 VVLS-CYL6-20-LED-30-25-HAZ ASST MOUNTING HEIGHT 23 LED ® 30 E 3536 1.000 WLS-104LAISL.700-NW-Gi-4 ASST MOUNTING HEIGHT 37 LED ® 16 LT5 2200 1 C. BROWNLEE 7046-C9LED-27K ASST MOUNTING HEIGHT 25 LED ® 1 LTC 1950 1000 BROWNLEE 7334 BL-F23LED-40K ASST MOUNTING HEIGHT 25 LED + + + + + + + + + + + + + + + + + + + + + + + + + [0.2 ) 0.0 0 0 OA OA 0.0 OA OA OA OA OA OA OA OA 0.0 OA OA OA OA OA OA OA OA OA OA 0.1 3, + + + + + + + + + + + + + + + + + + + + + + + + + + j OA 0.0 0.0 OA OA OA OA OA OA OA OA OA OA OA OA 0 0.0 OA OA 0.0 OA OA OA OA 0.1 0.1 Sf1 +0A +0A OA +0A +0A +OA Z". +OA +0A +0A +0A +oA +0A +0A OA OA y0ALA0A +CA +0A +0A +OA +0.1 +0.1 +0.17OA OA OA OA 0.0 /�00. OA�OA 0.0 OA OA OA OA 0.0 P„„p. OA 0.0 0.0 OA 0.0 OA 0.1 0.1 0.1 0_ + + + WdtL + + + + + + + + + + + + + + + + + + OA OA OA,OA 0.0OAOA oA 0A 00 OA 0A 00 0.0 00 0.0 0A00 OA 0.1 0.1 02 0a 0S+OA,AOA �A +OAOA +OA+0++A0A +0.0 +0.0 +0A +0A +0A OA +00 +0A +0A +0A OA PRIOR +OA OA +OA +0A +0.0 +0.0 +OA +010 +04 OA M L71 �Lr3 OA\A +OAA+0.0 +0A +0 +oA +0A +OA OA �� + ++++++ + + + + + + . HpOHT 1 NB OA OAyOA OA OA OA OA OA OA OA DJNNG YPEE /+00 +O.O/+DO +OA +010 +010 +0A +0A +OA •0A FF=1547 + + + + + + + + 123 14] 23+1 / 010 0A 0.0 010 04 OA 0A 0.1 0.1 0.1 ITS 1S +/ + +OA 1421D.3 16713212010.4795 70.3 OA 12.92 1A 1.5 1.T 4. 9A� IT 6.7 2A 1S 6.7 1A, PROP. MULTIFAMILY //}�0 �qOA +0A 0.7 +1.5 +29 51 +331A Ib9O.7 09_2A 51 9A 2S 1A i.D 11 '0 PROP. HEIGHT 5S f1.9: 1.0 0.7 +1A +1®�.8 1�.0 0+8 A 1.1 14VIA 1.2 1.0 0 11 IB7 FF WBF =447.64 4 12.3 &0 1A +0110.7 1.0 1.4 1.7 1.8 1.5 1.1 OA 08 OA 0 0.7 0.7 0 1.0 I3' �13.0 1.4 0S 0.7 1.0 14 2.1 22 1.6 1.2 1.0 08 0.7 0.7 CAOZ US Er. ROW AD� &,, STELLA LANE 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Qf 0.1 OA 0.0 OA 0.0(3LOA3HO.OTOOAt IOAE OA 0.0 OA 00.OA 1.0 OA .OAt.OA� 0.0 0A 0,0 0.0 0A 0.0 + + + + + + + '0.1 + + + + + + + + + + + 0.1 0 01 02 0 03 0 0.1 0.1 OA OA OA 0.0 OA OA 0.0 OA 0.0 OA} OA 6 ,+ + + + + 'DO + + OASS0.0 Qd 0 OA OA 0.0 OA .OA 0.0 �F 01 OS Oa 0 0 a0aoxo2o3o.1D.10 A OA OA OA--0.0 OA OA 0.0 0.0 0/�OA + + + + + + + + + + 0 A 0.0 OA OA 0 OA OA OA OA OS_O OA OA O-OA OA F0.7 .OS_OS_OS 0.7 0.7 0.7 .OS_Ob +0.7 .OS_01_OA .OA_OA .0.0_OA_OA .OA_OA-0.0 .OA_0.0_OA OA OA 0.0 OA 0.0 OA 5 M�N. HRONT3ETBMO( +0 +OS +OA +O.O�OA OA 0A +0A +0.0 OA O +OA +0A +0.0 +0,0 +OA +CA +CA 0A�0 +OA +CA +0.0 +0A +0.0 +0A +1Y 12 1A 1.5 I0.7 t 1A +12 11 + + +\+� + + + + + �` 0.0 0A OA' 0.00.0 0A 0A OA OA 0.0 I t�o 2.1 22 20 + I 22 2.1 I 25'MML FRGTT9k7B�K. 1,8 } +`\ + + + + 0.0 OA `0 OA. OA OA OA OA OA 0.0 +1�7 2A IA 2 2A OA O A +0.0 "0.0 +OA +0.0 +OA +0.0 1A 2A 2.2 22 +2A +18 1+OA OA; OA +OA }OA +0A +04A+0A 0.0 1z i.6 1.8 ]]jj2A T.7 +1.7 115 1A� to +OA 0�0 +0.0 0A 0.0 +0.0 +1A 1.3 1A 1A (tA +1A 1.111 1 OA +0A +OAS 40A.+0A 12 +1A + + + + + +� + + +� + + I 1A 10.9 9S 1.O�A OA+19 19 3.1 3.1 2.1�1.B 1.9 1.1 1.1 12 1.1 1A iD�11 1.9 1.5 r1.7 1.9 1A 1.8 1.6 2A� + + + +1+ + r. + +11 + + + +I + + + + + I� }I II+ ��-+ OS 1I�3.3 )OA 02 OS OA to 1 B 3a 3S 2.1 1.B 1.6 to 1.B 1.T 1.5_11_12 11 15_7.8 1.9 2.0 1A 1.B 2A '2A 28 OA 113 163 .1.0 01 OA 0 1.1 1.9 2. = 2A 22 1.7 1.T 1A 22 2.1 22 1.B 1A 15 1.0 2A 2a 23 2A 1.9 1.9 2.1 2A + +OA + + + +'1+d+ + + + +® + + + + + + + + + + + + 0.1 .e U Ox e 0 OA 1.3 1.8 1.6 1.9 1.8 1.B 1.8 2S 9. 18 2A 19 19 20 28 98 27 2S 19 17 19 I I PROP. UGHT 08 19.1 SOS +OA +OA +OS +07 +OA 12 1A +1.3 +1S 1.fi +1.8 +11 3 +28 +23 +1/ +1 A�2.OT 2d�3A 3A +94 1S 18 1S +1.5 I+ + +II+I+ + + +`+ + + + + + + + + + + + + 1.6 113 1.1 OA OA OA 0.7 r�OA 1.0 1.0 1.D 11 1.3 22 A 3.0 2S 211 1.4 2A 25 310 3A 23 2.1 1.5 1.2 1.1 + + a^+II+I+ + +`l + + + + + + + + + + +1 + + 172 112-1.5 OS 05 OS O.T; OA OA 0 0 1.0 12 1.8 2. 1.8 1.8 1A 1.9 1A 1.8 1.8 2.1 21 15 2 11) 1A ' I + 1 11+ + i�+ + + + + + + + + + + + + + + I..S 82 3A 10 OA 0.7 0 1.1 1.1 1.0 0A 08 BOA OA 12 1A 18 1A 1.9 12 tx 12 1.3 1A 1.B 1A 11 10 0.0 1A ®+ + + + + +II+1+ + + + +®+ + + + + + + + + + + + + OS 15 2A 1.9 OA OA 12 1S 1.6 1.9 1.1 0 08 0A 0 1.1 11 12 1.0 OA OA OA 1.0 12 12 1.1 t0 08 10 1.1 + ®+1. + + + +�+II+1+ +A + + +8+ + + + + + + + + + + +1. + 0.1 81A 12 1 1.1 1A 2A AI�21 1,5 1.1 10 0 0 08 OA 0 08 0 0 OS 0 OA OA OA OA 0 1 1A 0 it ,.1 �+ +2A +2S + ISM 2Z +2A 13 +10 +0 1A +®+ + + + + + + + + + + OA +0A +0A +0A +0A 0100.1 +02 t+0 ; +0A +0A +OA +OA 1, 0.1 +0.1 OI0 +0A OS• L J \ *OAI +OI nRRv�rrs Y 12. L +IOA \ +OA 4STORY � BOMAX OA TOA.^.f�:H90NT I "IT, ly, 2.1 0.0- + L- JO 0.0 \� +0A '91- OA�LL_��_ +0A +OA I OB , I +OA +0A A. +CAI -I +04 +0A +0A +0A +OA +CA +01 +0.1 +03 +0A 0A't0 +OA +OA `OA +OA +0.1 +0.1 +0 +AS +0A +OA +OA 0 ,OA-0.11 +0.1 ' I +010 +OX +0A +00 +OA +OA +OA +0.7 ;6.1y, / I +0A +0A +CA +0A +0A +O.d +0A +0A +0.1 I I OA OA OA OA OA OA 00 OA r BOA, +0A +0.0 +CA +O.O +0A +0A +0A a -0 +0A +0.0 +0.0 +OA +0.02�OA 0AS+OA +0A / CBPSS�A7 / r / / / 1 1.1 1.1 1.D 0 0 8- .0 08 1.0 ..1 1.0 1.0 1.0 15_7.6j -t + + + + + + /� kER E+SMT.+ + + + + 23 2A 3A 22 21-15 12- 1./ 12-1A- 1A-1A 4,3--- 11 11-12- 1.9-1A-1.5- 1.9 12 ..} +: + + + + + + + + + + + + 2.1 2B _23-2A 1.5 1.9 1J 1.7=2.1-2AI 2A-1A-1B 1.5-L6-1.9-2A-202.0 1.5-1A81.5 1.6: i -t +� + + + + + +l + + + + + + 1A 2A 22 22 22-1.Ba1A-1A- 1.6 23 2 22-1.9- 1.7-1.T-1.7- 1.9 22 3.1 25 2A-1.5- 11 1.6. + I+I+ + '1 + + + + + + + + + + + + + to 1.3 1.6 1.9 1.7 1.5 1A .5 1.8 22 3 2.5 22 20 2A 2.0 22 2A 3.1 2A 21 1.7 13 1.5 + + + +II+1+1+ + + + + + + + + + + + + + + 1S 1S 1.8 1A 1.9 1.7 1.5 1b 18 2S 8. 22 1.9 1,7 1.T 1.7 1.9 22 9A 2A 21 1A 1.5 1.B + + + +II+I+B+ + + + + + + + + + + + + +1A 12 1.fi 1.9 2.1 1A 1.6 1.5 1.6 2A 2S 21 1.7 1A 12 12 12 1.4 1.7 22 2A 1.6 1.6 1.5 1.7 +13 1S +IS +2A +2♦ +2A +2.1 1A +13 +11 +117 1A 1S +1A +OA +0A IS +1A 13 1.8 116 +1A +13 +1.7 2S 1.1 1A+2.1 ,9I.1 1+A+22 1A+1.3 1A 1Y9 14+1.1 +0A+0.7+0.7+0.7 OA 1.11 to+1.9 1A+1A+2.1 2S +1.0 1A +2.0T38 +3A +2A +1.8 1A 12 +1A 1.1�"l +1 +08 0.7 +0.7 +0.7 +OA 1.1 1.1 +1.1 1.3 +1.8 +2.1 2.7 + +Ye+l +I1 + + + + +u 1 08 13 1.8� 2 2A 22 1.8 1.9 1S 1S 1A9 1OA0 OB 1.D to 1.9 +1.9 1.9 +1.5 +2A 2A + +�-+I+1++++++ + + + ++'I+OA OA1A_ 1. 2A 1.8 1A 1S 1A 1A1.BT_1A_12_12_12-1A 1.7 1.7 15 1A A 1.6 2A +CA +0A +OA +111 +1A 1Y +12 1.3 +1A 1A +,# 1 2A#1.7 1.5 1.6}15 1.7 +2A 2.T� 6R+1A +13 to 225' PL.c +OA +OS 'CINI +0 1A 1A 12 +1.6 +22 +& 3A +23 +24 +1.4 1.2 1.1 + + +.+II+1+0+ + + + + + + + + 05 Ob OA QB 0.7 0.7 OS 12 1.7 2.1 2A 2A 2.1 1.5 1.1 OA + + + +I+I+I+ + + + + + + + + 0.7 ,OA 0.7 0.7 0.7 0.7 0I 1.0 111 21 2. S 2A 1.9 1.9 1.D 08 CUP +0\+1.1 1.1 +1.0 08 BOA �0.0 +1.1 1.5 t2A 1.B 2A +2A 1A +1.1 +1.0 1.0 +1.1 +t.e 1" + + 14.E BS Or _OA +2AAI3 +0.7 +O� -,+dOAT rt1.9 1 +/0.7 r}��O�OA I<1.�+1S�+0 'OA +OA +2S 1.7 1.2 0.7 +OA W. +2.1 G12A �0 +OA +2A1�21 T1A 1A +0.7 I +1.9 +11� .0 +1.2 +2A +20I+2A1 �2C 2 ]A +1A 1.7 +1A 1.7BtIa 1.6 +11 +1.5 +1.4 AA +1.3 12 +22 +1.6 +1.9 1.�+1O 1+211A 1.9.LB +25 +2.0 +1S ,1,1M.IA +23 +1.7 13fi1.9 +2A 5 1.B 12�+CA 1.1 +1.6'+r4' +1.2+0.9+0.7IF 1.1 60 +1.0 +OA +CA 15 +0.9, 1.Q +OA +O8 +0A iOS +0.9 AS +12 +1.1 +08 +OA +0A +OS 1.�1.5 +1.2 +0A +0A +24 t+.1�+1.9 +1.2 +1.1 12 2 +2A+1.8 +210A +2A +2.06AVA7 PROP. MULTIFAMILY APARTMENTS 48TORY W MAX PROP. HEIGHT (BUILDING TYPE'h1 FEE-45&75 PROP. MULTIFAMILY APARTMENTS 4STORY 60 MAX PROP. HEIGHT (BUILDING TYPES') FF = 454.25 +0.0 '010 +0.0 +OA 0.0 OA 0.0 +0,0 0.0 O.�O!O�,�A''G0.0 OA,O.OKO.0 +CA +0.0 +OA +OA +OA OA\+0,0 , +0.0 +0A- 00xz0A +OA � to +0A +0.0 +0.1 +0.0 u 00 +0 +0.1 +0.1 +0.1 tO . +02 +0.1 +0.1 €�+_iF/+SI +_+.+. t.5�.'60A +0 +01 +0.1 +0.1 1.0lb+05+0A+02+0.1+0.1 FiAR,iA +0A +0 +02 +0.7 +0.1 •1 1.1 +05 +CA +O2 +0A +0.1 tl 3 '7,O�s +Oa.+02 +0.1 +0.1 +0.7 0A +03 +02 +0.1 +0.1 +0S Od +01 +0•1 +0.1 +0.1, +0.3 � 1 +0.1 +0.1. t0.11. 0 + + + + + + +�+1+ + +�+ + +� +L OB 0.7 1.1 1.818 &3 21 11 .1 OS OA�0.5 0.7 08 CA 0A AS 0.7 00 08 0�0 08 11 1V\15 2.11 2A 2T 2.1 1.9 21 AS OA + + + + + + + + + + + + + + + + + + + + + + + + + Oa •OA 0 1.�21 _25 21 1S 0 OS OA OS OA 1S 1.0 1.1 1.D to 0.7 OA 0 OA 12 1.1 1.9 1A 1A-1.7 1.9c1.9-1.9 1.5 1.9 1.7 2A IS BOA + + + + + +1 03 OA 0�7 i.D 18 18 7.3 1A OA-0.7-"DA 0 OA-1.0= 2.1--1. 9 11 1.6 O.iM�uAJMOA 1.0 `P.11. 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OA T A +010 +0.0 +D O -+OA +0.0 +OAS rQO OA +0A 1� A +0A +0A +0.0 +OA +0A +0A +0.0 +0A +0 pRpp �yp.01 A +0.0 +OA +0.0 +OA +OA�+O.Oi0A�0A�T0,01 A +0A +0A +0A +0.0 0/ A-'0.0 +0A +0 +OA_ l!/1 A +OA BOA +0AIIII1 +0A +0.0 +OA +0.0110A 0 .0 +0A +0.0 OA/+0KOPROI. +Jo -0+OA A +OA '"PtA +O '00.0 OA 0.0 +0 - A +0.0 +0.0 F0OA +0 A +0A +O 1 �0A 0 .0 OApq+GO +OA 0 A�AY+O 0.0 OW ilo'.O .U%-}U II �OA 1 �0.0 IJ I'll HEI OA 0,0 OA O.0 (BUILDIMGTYPI 11 FF=45300 AIA }�1 0.0 j.0 OI o.0 \ OV�A r.A 10 OA A +O o O; +O.O +0.0 CO A +0.0'+0A �OA OA O0 O. ox +OA-�OA�OA II��0,;.0 OAAI0.0 OAd.+00l' 11+PtOA O.Or OA PROP. PUI!OA II[OA+0.0 uA OA' 0.0 (SEE ETCa01 u' O.omOA +Oi OA 0.01 0.0 +cA +0A +0A A OA OA 11 I +OA +o.O �+OA 0.1 +0.1 `CO \I +01 +02a+OS OS OA O.0 y-- +0.1 +2 +0.3�OS OA 1.9 21 2? 1.6 gP4 z Z. �oaag z zm5 nw Ov °Z� MMzI Z.ji �20 Wzgws� az .♦ ♦..♦ ® �a REVISIONS REV DATE COMMENT BY 1 8/31118 COUNTY COMMENTS RTY 2 9/10/18 ARE COMMENTS PITY 3 10/25/18 FOR APPROVAL RTY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. Its tree. Its the law. 01 09 OS OA 14 1.9 72 20 1.B ' +01 +02 +6 +CS +0a-atofA-29-+2dA.- APPROVED FOR +01 +02 }u %r CONSTRUCTION IS OAS}oA 1s 2o} +0.1 +021.+OS +0S OA 1.1 1A 1A 21}1.5` PROJECT NO.: V152000 + +P + + + /+I 2, DRAWN BY: MEG 0.1 0.1 02 OA OA to 1.9 PROP4WANF 1 I IF + I 0.7 0.7 01 0.9 OA 0 OS CHECKED BY PITY DATE: 6/8/18 ".+ + + +' PROP. MULTIFAMIt 7'0.1 SCALE: CAD I. D.: IP2 0.1 O.1 h0 'S OA Ap4iRTMENT3 I. +0A +0A +0A ttu aOA A$+0.0 +OA +OA OVA +0.0 +OA BOA +0.0 0.0 +yy'A +0A +0A +0.0 +OA +0A_,,+0.0 +0,0 +01 40 +O.OA +0.0 M OA O�00 +OA .0A+oO.0 OA +0A'+0A4+0.0 +OA oA.+OA DO +CA t0.0 OA 0.0 +OA +0.0 OA 0A OA +0.0KX��0.0 +OA +0.0 OA l0.0 0.0 OA PROP. 1;' +0,0 +0.1 +0.1 0.1 +02 010 W' M +OA PROP. HEIGHT +OARV+yO-A +O.It 0.1 0.0 (BUILFF D NG B +00OA +00 �OA +1 A 0.0 1 OAS+OA OA kA 0A "DO +CA +0.0 +OAR &0 0.0 �OA 1,+0+0/r0A //l .+OA' �O0+OA.+ +0A1 A10A,+OA 0A iA 00 0. +0A +0A +0AOA OA 0.0 +0As+0.0 +0A �OA +0 0.0 + /1# 1 + +1 0.0 OA O; �OA � 0.0 OA OA -0A OA +0.0 0.0 +0A CA +D i �0.0 11 +OA 0.0 +0.0 +0A�+CA OA +0A 0.0 0.0 OA OA OA OA�0.0� 0.0 OA 0A t0A +CA 0.0 +0A CA +0A 1OAA tA�+0oArTrZ OA OA OA OA 0.0 0.0 OA +0 .0 OA OA OJ q� + + + + OA OA OA 0.0 OA 0.0 0A OA OA OA OJ r i + t + OAI OA + i+ + OA OA OA 0.0 OA + + OA OA +0A OA "0A OA +0A +0A +0A +0.0 +0A +OA +0.( U.S. ROUTE 29 SEMINOLE TRAIL- _ _ (VARIABLE WIDrH -SPEED ClMl7 45 M.P.N.) _ a 40 0 10 0 40 Q& 710 P. 759 Q.Q 311 P. 551 H.W.P.Q / P. 154 PROJECT FINAL SITE PLAN m TD �p FOORR�T]T�T IT LJ1A'a. OK ILL BLOCK 4A AND 4F APARTMENTS LOCATION OF STFE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA BOHLER E N G I N E E RI N G 8 BLACKWELL PARK LANE SUITE 201 WARRENTON MRGINIA 20186 Phone'. 540 349-4500 Fax'. 1,5401349-0321 Lic. No. 0402056625 6 10/25/18 Z � S-ET TIT - LTGHTINO PLAN SHEET NUMBER: C-i®4 L C.L l27/1`7/_6 ,LA LANE o D.o a-WIH 74o2, o+0.00.0 +. 10a+0.0+B.O 1 +0.0 +0.0 +0S 10.0 +0S'11 0 I I 9 12 +ta 12 +0.9 B +0.8 'DA +07 +0.8 8+0.5+0.4+0.4+0.3 1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.0 'Do 'DID +0.0 'Do +0.0 +0.0 +04 1 '01 +0.1 +0.1 +0.1 +0.0 +a0 'Do +0.0 +0.0 +0.0 +0.0 %h +0.0 +OA +10,0, 0+0.0+0.0+0.0+0.0+0o+a0+0S10.0+0c10.0+0.0+DA+0.0+Do A "Cf, 'w; x � og w� I � FI pW,F d�s trt 0 aw&...... 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MULTIFAMILY + U.4 9] + + ( PROP.OU1BI10116E I + + + -i + + + Y + A +�+ re + 0.0 0.0 0.0 0.0 a0 0.0 APMTMEMS 2.7 1.1 1A 1.0 3.7 n8 18-0 10.7 aB 95 1.7 1.1 1.1 /5 1.8 FF=412.70 1A 21 21 1B 1S 1ay11_1a_15 1./ 1.1 0.8 0.8=0A 2 PflOP MULTIFAMILY D.0 0.0 D.0 0.0 AD 0.0 + �� +I 1 s7oRr ++ + 1 + + + + + + ' + J+2 sT4APARToR+1++WIS D00.00 0.0 60 MA% 3.2 1.0�Q3 02 Oa QB 0.8 27 48 SO 0.9 Q5 Q7 1.1-18-2 1 27 1.7 18 18 18 iB 1-0 1A 15 20 zoy-0 12.1 �,M10.00.0000 +++ wmP. RE�M7 ++++ +AX PROP. HEIGHT+++0.0 0.0 ILO 0.o QO D.0 (BUILDING 7YPE'A11.1 a1 01' 07 01 0.1 08 1A 22 1.T 0.7 QB 1.1 1A 20 1 27 1D 1.7 8 to 1A to 1S 20 3a 32 23 185 (BUILDING TYPE'01 1.1 01, 0.1 O.o 0.0 0.0FF=456.00 �,� _q�D.o oo O.OI �OD .0 0.0 112 ' 0.7 0.1 02�+0.3 +0.8 +0.B 1.1 0.7 +0.8 +08 +11 +1] 21 2 8 a0 B�1a�QB�0A�0.5�a7�ODs11�1A 21 +1A 18 1AI 1.1 +1Bi 21 92 at +zfi +21u BF= d3900 27 +s 24 +05 0.7R;S0.0o+++�+ ++++++++ + + + +++++I+I+ +�+I+30.0 0.0-OD �0.0 0.0 QO 5.4 0.1 0.7 01 OA a1 0.5 Oa OS 0.8 0.7 1.0 1.1-22 2 B 29' 1 1.1 1 0.8 0.8 0.9 to 2.2 4 25 18 15 1A 1b 20 a1 a3 23 20 2{ zi o.B 01 0.0 0.0 +�y+ +I s + + + + + + + + + �� + +�I+ + + + + + + + +I+ + +�I+ + + I I+�+ + +ROPODD y0.0 0.0 0.0 0.0 0.0 '104 0.3 01 0A a1 0.5 0.5 0.5 05 0.8 0.7 (S 1.1 1B 20 1B 18 1.2 0.9 n7 08 0.7%.1I 1. 22 a5 27 22 1B 1.4 15 1.7 23 29 L22 21 1A 12 1.1 OB 0.7 0.0 0.0 WALL L� + �F + + + + + +1� +I- + + + + + + +�+ + + + +I+ + +�I+I+ I+IS +i+�+I+ + 00 0.0 0.0 o.0 0.0 D.D 81 �yOA 01 0.5 OS 10.5 OA 10.8 0.8 0.7 0.7 08 0.B 1.7 1a`-{i./ 11 0.9 0.7 a8 QS 0.7 1.1 18 29 28 22 1.ii 1A 15 1.7 21 22 20 15 1.1 i.o 0.6 3 0.5 OA o1 IS 0.0 0.0 Q0, +0.'Bo .0 �0.0 a.OI 0.0 13.BI 1A +QB +OB - Jo.7..08 OS, +0S s. 08 +0.B +08 +OB +o.ko., �08�0.7�n6cOB-4i)SALT 15 23 2B 26 20 ib 18 +1.6 +D +22 +z1 �1. +' I 10 +Og t0.6 9.9 02 0.3 +0.1 +0. +0.0 +0.0 0.0 IS+0.0+0.0+0.0ao+0.0+0.0+0.0+0.0'Do *Do +0.0+0S'Bo +0.0'Bo +0A+0S+0D+0S+0S+Do+0.0+0.0+0S+0.0+0S+0o+a0'co +0.0+0S+0,0'Bo +0o+0S+0.0'Do +0S+0.0+0.0*Do +n0+0.0+0.0+0o+0.o+0.0+0A+oA+0.0+0.0+0S+0A+0S+0.0+0S'Do +0.0+0.0+0S+0A I.0+0.0 joo+0.0+0.0+0.0+0S+D.0+n0+0S+0o+0D+0S'Bo +0o+0S+0.0+0.0+0.0+0S+0S+Do+0S+0S+0S+0.0'Bo +0.0+0.0+0.0+0d+0D+0.0+0.0+0A+0.0+0.0+0.0+0.0+0.0+0.0+0.0+0S+D.o+0S+0.0'co +0.0+0S+0.0+0.0+0S+0.0+0o+0.0+0.0+0.0+0S+0.0 'co +0S+0A + +I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + IS0.0 0.0 QO O.o 0.0 0.0 O.o 0.0 0.0 OD 0.0 0A D.0 0.0 QO D.0 O.o 0.0 D.0 0.0 0.0 0.0 0.0 0.0 0.0 a0 OA 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 �O.O,vQO„QO.yD.Or.0.0v0.0„0.0 QO 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 OA 0.0 0.0 n0 0.0 0.0 OD + + + + + + + + + + + + + + + + + + + + + + + + + + 1 + +- +o + + + + + + + + + + + +00'D + + + + + + + + + + + + + + + + + 1.0 D.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 QO QO QO 0.0 0.0 0.0 0.0 0.0 0.0 00 00 0.0 0.0 000.0 O.Or-QO-.�0.0rf0A" 0.0 0.0 00 0.0 00 0.0 0.0 00 0.0 0.0 0.0 0.0 0.0 OA 0.0 0.0 0.01.0.0 0.0 0.0 0.0 0.0 00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 OA Luminaire Schedule WLS14167 BROOKHILL BLOCK 4A AND B CHARLOTTESVILLE, VA PM: MARK PLEASE EMAIL MARK AT MWILLIAMS@WLSLIGHTING.CON FOR PRICING. Symbol Qt1' Label Lumens LLF Description Lum. Watts Lamp Type 29 A 6295 1. coo WLS-EDR-5M O4E-525-40K 18' MOUNTING HEIGHT 70 LED 14 B 6295 1.coo WLS-EDR-5M-04E-52540K 18'MOUNTING HEIGHT 70 LED 5 C 4509 1.Goo WLS-EDR-4MB-04-E-525-40K 18' MOUNTING HEIGHT 70 LED ® 72 D 1972 1.coo WLS CYL6-20-LED-30-25-HAZ ASST MOUNTING HEIGHT 23 LED ® 30 E 3536 1.coo WLS-104L-16L-700-NWG1-4 ASSTMOUNTNGHEIGHT 37 LED ® 16 LT5 2200 1.coo BROWN LEE 7046-CBLED-27K ASST MOUNTING HEIGHT 25 LED ® 1 16 1- 1.111 BROWNLEE 7114-BIF23LED-41K ASST MOUNTING HEIGHT 25 LED NOTES: 1. MAXIMUM RULE LIGHT MOUNTING HEIGHT FROM GRADE, INCLUSIVE OF THE BASE, 15 EIGHTEEN (18) FEET. 2. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL W MENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. 0- (0i 114 Calculation Summary Label Avg Ma* Min AvglMln Max/Min P[SpcLr PtSpcTb PARKING SUMMARY 1.6 i].6 0.1 15.7 192.3 10 10 is KNOW WHATS BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. Its fee. 0's the law. APPROVED FOR CONSTRUCTION PROJECT No.: V152000 DRAWN BY: MEG CHECKED BY. RTV DATE: 6/8118 SCALE. 1"=a0' CAD I.D.: IP2 FINAL SITE PLAN FOR 7 B1(��0p0,,A6 ][y�]E7] ILI, qq -OC K `IYA AND `t B APARTMENTS LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA BOH LER ENGINEERING 8 BLACKWELL PARK LANE, SUITE 20 WARRENTON, IARGINIA 20186 Phone. (540)349-4500 F- (540)349-0321 .e Lic. No. 0402056625 Ir kN 1 )/25/18 10lcl LIGHTING PLAN SHEET NUMBER: C-705 WLS WG w Smms I . 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(�BROWNLEG M: rew,m nrcrxeyM.emm�,aa+ gawva,rrN.rt.,ee.. ...em.m:e.om i5 7334 LED LT6 emm ea"�,aeemm,tirRemw„Nart,k„�a�na�"wve�FOA.,R ruFx >;w awm! as awa m .z. m« at NNNnIxB ,m�'!ro� .;,ra,nemeoro<ru.,re waramnxnnaa,maa,.M mime `�wnren!..!,LiO e..ewxkwr aev, (.lf` 1� pe WET vw V 0RD33661Xr0ANAnxN 8L_F23LED_ 40K 2. FINISH 1 3. WATIAEE 1 A. AVAIIMLEOPTIONS ,vey�.artas xs .xxavmz wry a!n �,.. azsooty„mm n.m OR EQUIVALENT IIE\f3ROWNLEE xPrNmins an„e.rem EIM�ne.nev. l�J L I.G H T N G _ A =oaa REVISIONS ,REV DATE COMMENT BY 1 M1/18 COUNTY COMMENTS RTY 2 9110/18 ARE COMMENTS RTY 3 10/25/18 FOR APPROVAL RTY I Is-, KNOW WHATS BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. ICI free. Its the law. APPROVED FOR CONSTRUCTION PROJECT N. V152000 DRAWN BY. MEG CHECKED BY'. RTV DATE: 8I8/18 SCALE: AS SHOWN CAD I.D.: OC2 FINAL SITE FLAN FOR BROOK TILL BLOCK 4A AND 4B APARTMENTS LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA BOHLER E N GI N E E RI N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (54D) 349-4500 Faz (540)349-0321 VA@BohlerEng.com . No. 0402056625 C k10/25/18 t1lb 11 �'°� -ET TIT_ LIGHTING L'L/1 DETAILS l� I��A{fi SHEET RLM3ER. C-706 LIMITS OF DISTURBANCE / PROP. WALL / WALL C4 PROP. C3 FF=458.50 BF=447.84 >1 B O II PRO FH iE a) Y � I o I J PROP, MULTIFAMILY APARTM_ U ISTORY BV MINX (BUPLD GIEIGHT TYPE'C) .FF=456.50 I— FLL-1 445.84 U \ U ' 1� / ,-PROP.FH C PR�AUN '..P.) / / NOTE 4) O .18'FfIR;E • /000*/ PRO.i2'1L�3 / LiR�PR"wt / I / I F FRCICAY I PRORAF F310E - MONUMFNT FOUND - -�MONUAIfNF FOUND 1 ,1 STELLA LANE (SEE SHEET C301 NOIEd) mow. 1 5'MIN.FSONTSETBACK PROP. WALL B—' W \ — J ' A .0 . 251MX FRONT SETBACK \ \ W 1 O I T I I PROP MULTIFAMILY APARTMENTS 4 STORY 80 MAX PROP. HEIGHT (BUILDING TYPE'A� FFE=456.75 ® o II w/ )CKETT CIRCLE ROF.Pue SHEE NOTE 4) CROCKETT CIRCLE 0 CROCKETT CIRCLE ® Op PRO. MULTIFAMILY L� APARTMENTS 4 STORY W MK PROP. HEIGHT (BUILOINGTYPE'F) FF=0.5425 l I I I II II I I I II II I I I I I I I II lM&1 I PRO. WALLA `—L` I te*`� L14 U.S. ROUTE 29 SEMINOLE TRAIL - - - SPEED LIMIT 45 M.P.H.) — _-_--- _— - R8 20 P. 159 O.B. 312 P. 55T B.W.P.B ! P. 254 ® IU, PROP. �P. WALLE // PROP MULTIFAMILY AP4 OEN S k4 I 3V MAX PROP. HEIGHT (BUILOIN NG456.A') FF 00TY 0 LN PRO. WALL PRO, L I U I PROP. MULTIFAMILY APARTMEN4 STORY TS Nor AX PROP HEIGHT (SUILDINGTYPE'B') FF e455.00 \\ FOUNB� `fX. t3P-7 --- Z o 2w3LLS� �H �oQ W W4 kk YF ab - w Zg Zs LEGEND Ov °�Z Z ....... z fl PAINTED YELLOW CURB M a n TO DESIGNATE FIRE LANE 1• •�• � O y P. � � Q UNPAINTED CURB Va SIGN TYPE W SIGN TYPE"C" SIGMWPE"B" NO W NO PARKING PARKING PARKING OR OR OR STANDING STAND STANDING FIRE LANE FIRE LANE FIRE LANE STANDARD WORDING WITH AN STANDARD WORDING WITH AN STANDARD WORDING WITH NO ARROW AT BOTTOM POINTING TO ARROW AT BOTTOM PUNTING TO ARROW TWO SIGNS, BACK TO THE RIGHT. ONE SIGN MOUNTED THE LEFT. ONE SIGN MOUNTED BACK MOUNTED PERPENDICULAR PARALLEL TO THE LINE OF PARALLELTOTHEUNEOF TO THE LINE OF CURBING OR CURBING OR PAVEMENT EDGE AT CURBING OR PAVEMENT EDGE AT PAVEMENT EDGE. END OF PAINTED AREA. END OF PAINTED AREA. SIG AG SPECIFICATIONS 1. METAL CONSTRUCTION, lnl S'. 2. RED LETTERS ON REFLECTIVE WHITE BACKGROUND WTH WIL' RED TRIM STRIP AROUND ENTIRE OUTER EDGE OF SIGN. 3. LETTERING ON SIGN TO BE: 'NO PARKING OR STANDING FIRE LANE". 4. LETTERING SIZE TO BE AS FOLLOWS: A. NO PARKING AND STANDING -2' B OR -v C FIRE LANE -21Q". D. ARROWS 1"16" SOLID SHAFT WITH SOLID HEAD 1 1/2" WIDE AND T' DEEP. 5. SIGNS ARE TO BE MOUNTED 6 FROM GROUND SURFACE TO THE BOTTOM OF THE SIGN UNLESS OTHERWISE DIRECTED BY THE FIRE OFFICIAL 6. POSTS FOR SIGNS, WHEN REQUIRED, SHALL BE METAL AND SECURELY MOUNTED, UNLESS WRITTEN PERMISSION FOR ALTERNATIVES IS OBTAINED FROM THE FIRE OFFICIAL PRIOR TO INSTALLATION. SIGNS SHOULD BE SPACED AS REQUIRED BY REGULATIONS ABOVE AND AS SHOWN ON THE APPROVED SITE PLAN. 7. OTHER SPECIAL SIGNS MAY BE ALLOWED IF APPROVED IN ADVANCE BY THE FIRE OFFICIAL. FIRE LANE SIGNAGE CURB (PAINTED TOP AND FACE) OR EDGE OF PAVEMENT (STRIPING) MN NO PARKING FIRE MIN. MIN LANE I LLOW STRIPING (SEE NOTE p3 BELOW FOR TYPICAL WIDTH) NOTES: 1. THE "NO PARKING FIRE LANE" LETTERING SHALL BE CENTERED BETWEEN FIRE LANE SIGNS. 2. LETTERING SIZE SHALL BE ITIN HEIGHT (MINIMUM) AND LOCATED 12" FROM THE PAINTED CURB AND STRIPING. 3. STRIPING SHALL BE AS FOLLOWS: • 4"WIDE STRIPING FOR CURB AND GUTTER PAVEMENT LOCATED TFROM THE EDGE OF THE CURB ALONG WITH THE CURB FACE AND TOP PAINTED • 6" WIDE STRIPING FOR PAVEMENT WITHOUT CURB AND GUTTER LOCATED 3' FROM EDGE OF PAVEMENT AND ALONG THE EDGE OF PAVEMENT. 4. YELLOW VDOT HIGHWAY GRADE PAINT SHALL BE USED ON ALL STRIPING AND LETTERING. FIRE LANE LAYOUT AND MARKINGS NOT TO SCALE ® r*g ••••••. 5 m REVISIONS REV DATE COMMENT BY 1 801/18 COUNTYCOMMENTS PITY 2 9/10/18 ARSCOMMENTS RTY 3 10/25/16 FOR APPROVAL PITY I is.' KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG Its fast Its free. Its the Taw. APPROVED FOR CONSTRUCTION PROJECT No.: V152000 DRAWN BY: MEG CHECKED BY: RTV DATE: W8118 SCALE: 1"=40' CAD I.D.: SP2 PROJECT: FINAL SITE PLAN ��Di� fq Fo7�x�]F1T �T BiO�OOK ILJL ]BLOCK 4A AND 4B APARTMENTS LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA 1[m BOHLER I exalxBl3aixa BLACKWELL PARK LANE, SUITE WARRENTON, WRGINIA 20106 Phone. (540)349-4500 Fax (540)349-D321 Lic. No. 0402056625 k 10/25/18 A s-EF TI-LE_ FIRE LADE PLAN -EET NUMBER '. •b// �b// = I ® I - I�I � u STELLA LANE I LIMITS OF J Iq� DISTURBANCE 1 BUD ROW �+Fv� PROP PUBLIC ROW (SEE SHEEP C301 NOTE 4 IT C-301 NOTE 4) 9 WALL ED"'x,,.wmr_• 'Lb �w i .awl'., _ � � ..am �e•r � _sue;. .-x:a: �` 5 M1MIN. FRONTSEfBACK \ oe — _ _ _ — _ —.". .. \` I / / 5' MIN. FRONTSETBACK S \ / C A PROP. _ 251A41C FROtR EIBAq( 1 —PROP 15'XIV� _DETENTION- — MAX, FROM SETG0 \ CUSS Al AREAJ r RIP RAP ff I D c I I _ .PROP. WALLf I -RIP i' -- o PR I 1 WATER METER I © IS PROP. MULTIFAMILY '„ '"S .f O O APARTS '^`mow"�/ PRDP.MULTIFAMILV PROP. CLUBHOUSE Ivey APARTMENTS FF=4524 STORY.70 PROP MULTIFAMILY BY MAX i ! I 60, MAX - O 0 APART STORY I PROP HEIGHT `V�dl (BUILDING TYPE'A') I PROP HEIGHT WMAX -UM OF FFE=456.75 I (BUILD NO TYPE'A'1 B PROP. HEIGHT o FF 45600.; (BUILDING TYPE gSNRBANLE II W L E BF = 438.00 0 [L7-]j (; WpryOp- I IFa FH ITYP aI yI y1 i PUBLIC ROW PROP PUNK ROW s� ISff SIIIiEETG301 (SEE SHE SCE 141 3 (NOTE h ' PROP. 3Z. I WATATR&ER T, I 6EWER ESMT. � ' I c I B ® O I CROCKETT CIRCLE OI QB CRAFTO 4 CIRCLE O O I PROP. MULTIFAMILY AP4A3 MOTS I PROP. WALLI I (SEE NDTE 4} ' © !! 11J BY MAX PROI I I J i i 0(BUILD] GTTYPE'C) PROP. MULTIFAMILY I PROP MULTIFAMILY ' I AP4 STORY ® • • C.i BF=441.50 APARTMENTS 1, C..i - 4 STORY o MAX BYMAX I I PROP. HEIGHT PROP HEIGHT I ,,W� (BUILDINGTYPETi1 O O° (BUILDING TYPE 9) FF=/5500 PRFIT OP. fT=454�+' I I BUBDNG Q FF=45NG K ® o I`... TYP. tl i C I I I ; � A 'R• I I I o p CRAFTON CIRCLE 0 0 O I I I FF-455.00 COAIFAUTgi (SEEARCIi OETNI9) r I A BUILDING I1 PROP. ULA- I r II La . .............� MONUMENT I I I FOUND �L12� Lit —MUNUA/tN7 - OUND r rvviv� y _ FOUND - - - U.S. ROiTfE_.._ 29 SEMINOLE TRAIL « -- ---- SPEED LIMIT 45 M.P.H.)—, F- --- - - - --- -- — — (VARIABLEWIDTH- 1 ter_ sue. - - 0.6 7T0 P. tS9 0.6 Jt1 P.S57 KW.P.9 / P. 75I -f benan naocrcan.wo ar wuere A.wnwssmevxrnwwrvreosv osuaoaN ,o xs+s�xsa av umsnvEoer EvuxHenvru tZz1F� F-1 zZ�w LEGEND O ch ...... MM Z8 PQ PAINTEDYELLOW CURB � P TO DESIGNATE FIRE LANE ��a UNPAINTED CURB 9O"�� e zo a ZSZy.ZZSZ2w24 C4 ..RZ ZZE SIGN TYPE'A" SIGN TYPE"C" SIGN TYPE"B' NO NO NO PARKING PARKING PARKING OR OR OR STANDING STANDING STANDING FIRE LANE FIRE LANE FIRE IANE STANDARD WOR� THAN STANDARD WORDING TH AN STANDARD WORDING WITH NO ARROW AT BOTTOM POINTING TO ARRWV AT BOTTOM POINTING TO ARROW TWO SIGNS, BACK TO THE RIGHT. ONE SIGN MOUNTED THE LEFT. ONE SIGN MOUNTED BACK MOUNTED PERPENDICULAR PARALLELTOTHELINEOF PARALLELTOTHEUNEOF TOTHE LINEOF CURBING OR CURBING OR PAVEMENT EDGE AT CURBING OR PAVEMENT EDGE AT PAVEMENT EDGE. END OF PAINTED AREA. END OF PAINTED AREA. SIGNAGE SPECIFICATIONS 1. METAL CONSTRUCTION, iTk18". 2. RED LETTERS ON REFLECTIVE WHITE BACKGROUND WITH 3/8" RED TRIM STRIP AROUND ENTIRE OUTER EDGE OF SIGN. 3. LETTERING ON SIGN TO BE NO PARKING OR STANDING FIRE LANE' 4. LETTERING SIZE TO BE AS FOLLOWS: A. NO PARKING AND STANDING -z' BOR-1, c. FIRE LANE 21 D. ARROWS 1'k6" SOLID SHAFT WITH SOLID HEAD 1 1/2" WIDE AND T' DEEP. 5. SIGNS ARE TO BE MOUNTED V FROM GROUND SURFACE TO THE BOTTOM OF THE SIGN UNLESS OTHERWISE DIRECTED BY THE FIRE OFFICIAL. 6. POSTS FOR SIGNS, WHEN REQUIRED, SHALL BE METAL AND SECURELY MOUNTED, UNLESS WRITTEN PERMISSION FOR ALTERNATIVES IS OBTAINED FROM THE FIRE OFFICIAL PRIOR TO INSTALLATION. SIGNS SHOULD BE SPACED AS REWIRED BY REGULATIONS ABOVE AND AS SHOWN ON THE APPROVED SITE PLAN. 7. OTHER SPECIAL SIGNS MAY BE ALLOWED IF APPROVED IN ADVANCE BY THE FIRE OFFICIAL. FIRE LANE SIGNAGE COT TO SCALE CURB (PAINTED TOP AND FACE) OR EDGE OF PAVEMENT (STRIPING) �N NO PARKING FIRE 11 3' NAl I ANF MIjN. ELLOWSTRIPING (SEE NOTE 93 BELOW FOR TYPICAL WIDTH) NOTES: 1. THE "NO PARKING FIRE LANE" LETTERING SHALL BE CENTERED BETWEEN FIRE LANE SIGNS. 2. LETTERING SIZE SHALL BE 12" IN HEIGHT (MINIMUM) AND LOCATED 12" FROM THE PAINTED CURB AND STRIPING. 3. STRIPING SHALL BE AS FOLLOWS: • 4" WIDE STRIPING FOR CURB AND GUTTER PAVEMENT LOCATED 3' FROM THE EDGE OF THE CURB ALONG WITH THE CURB FACE AND TOP PAINTED • 6" WIDE STRIPING FOR PAVEMENT WITHOUT CURB AND GUTTER LOCATED 3 FROM EDGE OF PAVEMENT AND ALONG THE EDGE OF PAVEMENT. 4. YELLOW VDOT HIGHWAY GRADE PAINT SHALL BE USED ON ALL STRIPING AND LETTERING. FIRE LANE LAYOUT AND MARKINGS ROT --ALE w REVISIONS REV DATE COMMENT BY 1 8lJ1/18 COUNTY COMMENTS PITY 2 9/10/18 ARB COMMENTS RTY 3 10I25/18 FOR APPROVAL RTY Is KNOW WHATS BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast Its tree. Its the law. APPROVED FOR CONSTRUCTION PROJECT Na.: 72 7. DRAWN BY'. MEG CHECKED BY PITY DATE: 6/8/18 SCALE. 1-40' CAD I. D.. SP2 PROJECT FINAL SITE PLAN T97� FORRT��T BROOK ILL BLOCK 4A AND 4B APARTMENTS LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA BOHLER ENGINEERING BLACKWELL PARK LANE, SUITE WARRENTON, VIRGINIA 20186 Phone. (540)349-4500 Fax (540) 349-0321 .p LiC. No.'4020566251 o12s11 s �.�� EET TITLE. ]FIRE LANE PLAN SHEET NUMBER: C-708 U-j rm 400 ,a 340 470 450 450 440 I r PROP. GRADE VPRDP.10'On PROP.B'DIP WAIERLINEA Fi�l rFl" 0S WATFJWNEA a Qy� � � s EX 9 AVE \ P.GRADE \ \ \ BDAW'IR IIBBR \ TWsm 11618 f1FM OAP'Rob, PROP. 6' DIP WATERIINEA HIMWIR PRO . COMPACTED TW FAN 4XX CfFM Bar BTMWTR 440M TDPBRI 1M.la CLEAR 1,71 T 7 78 �5 _ _'k 10+00 10+50 11a00 11+50 12+0D 12+50 13+00 13� 14-00 14+5D 1" 15+50 Im 16M0 174M 17+50 I6M0 1&5➢ 18M0 1650 20MD 20+50 PROPOSED WATERLINE A SCATS 7 =50 • HORIZQRAL 1-5'VEmIDAL PROP. GRADE \ \ � , PROP. GRADE BTMWIR 4nlS is .rDlP BIMWIB 4nia .. _ TOPsIM 4502r BTMWIR 0697 — WATEl LINE B 7OPsm CLEAR 45101 za BTMWIR u1.17 cvAR zer TDPSNI u5sr CFAR 39P BIMWm 45-12 BIMWIR 150.tt (E 1m� T0PSR1 /NAS 1OP81M MB.17 m CLEAR 1.1P BIYWRt MBN C EIR 1AP 10PslM CIFAR 449tt OR PROP. or, BIM 7�2 WA7ERTINE CLEARTOPS CIWk ON ON e e kw gr � s�m• „rem ��M 'g�g ed G1 ch ' 470 z o W N I, F4 zip 460 00 Q�Zv�v, pq�l gg 7 450 REVISIONS REV DATE COMMENT ]R� 1 8131/18 COUNTYCOMMENTS 2 9110/18 ARBCOMMENTS 3 1=5118 FORAPPROVAL KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It fast. Its free. Its the law. APPROVED FOR CONSTRUCTION 930 PROJECT Na.: V152000 DRAWN BY: MEG CHECKED BY: RTY DATE: 618/18 SCALE: AS NOTED CAD 1, 0.: 112 470 PROJECT: FINAL SITE PLAN FOR RROO K]H[ILL BLOCK 4A AND 4R APARTMENTS LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA L — — — - 1OHLER I 1NGI1.N L ]SR W c LTH O� `j V R N YA R 4 Lic. No. 0402056625 10/25/18 �t1� j \7ATERLINE PROFILES 10,00 10+50 11+00 11+60 12-M 1260 13MD 13+50 14+00 14+50 15+00 15+50 16+00 16+60 17+00 11+50 18+00 18-A 19M0 16+50 2pW a1+eu n+w 11 PROPOSED WATERLINE B I' i-)4 SC.1F. 1=50'NORDDNTAL 7 I�WVERTTCAL 2)] E0 m m .0 �IX PROP. GRADE , 4 1 , P WATTERLINERUN E SBY �Sw after �iS 'd 1UW0 10,50 11+00 11+50 PROPOSED WATERLINE B2 SCALE, 1•=SO' NORRONTAL 1 =5'VERDCIL 460 470 470 460 460 450 4W .0 460 a50 "0 \ \ t\ \\ RIM 1 find W7R 450.31' 70PSW a1� GtAa 5]2 PROP. C DIP WA7ElWNE S, 450 REVISIONS REV DATE COMMENT BY 1 8/81/18 COUNTYCOMMENTS RTY 2 9/10/18 ARE COMMENTS RTY 3 1M2 18 FOR APPROVAL RTY iD+00 1D+50 17+00 11+50 KNOW WHAT'S BELOW PROPOSED WATERLINE BI ALWAYS CALL 811 BEFORE YOU DIG SCALE 1� 50' HORQONTAL 1-5'VEFMCAL It's fast It's free. Its the law. PROP. GRADE Ex 1\\ \ PROP. S'OIP fi1MWIR IR.1S WAA1 TOPSIM 40.1i CLEAR 1AS' PROP. COMP RLLI95%) m# E _ agg� agmLL� 10+00 10+W 11+00 11+50 PROPOSED WATERLINE Al SCALE �50' HOR,20NTAL 1 m5'VER7ICAL 450 "0 1 APPROVED FOR CONSTRUCTION PROJECT N. V152DOO DRAWN BY: MEG CHECKED BY' RTY DATE: 61&18 SCALE: AS NOTED CAD I.D.: PW2 PROJECT. FINAL SITE PLAN FOR 1C� g ]BROO]K]H[ILL BLOCK 4A AND 4B APARTMENTS LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA 1OHLER I N OI N E It BIN G I BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 ''hone. (540)349-4500 - (540) 349-0321 VA@BohlerEng.com TF7 OF` V R NYA R .Q Llc. No. 0402056625 10/25/18 WATERLINE PROFILES (_L � �� ISHEETNDC-802 n tl�tV IJLVVuwrtHYV IJt�pSYLHIV JC1p15Cl.l lil`I 11tlUJ��1\4H HIVU 4tl�IVHLJ ICI-'LHIJtY I�_Vuurp_UYVU YR �ulcu or UrtCHrtU�IV lu [�lot'L,i �orvl Lr�ol aHYcu o� �vwV IVCYV4IHIJ H \15\V152000\DRAW NGS\PAN SETS\SECT ON 1\BLOCK 4A AND 4B F NAL S TE PLAN\V152000PS2 DWG PR NTED BY DREARDON 1025 18 C 7 56 PM LAST SAVED BY EVAN NEVVM AN H \15\V152000\DRAW fJGS\PLAN SETS\SECT ON 1\BLOCK 4A AND 4B F NAL S TE PLAN\V152000PD2 DWG PR NTED BY OREARDON 10 2518 � 7 56 PM LAST SAVED BY EVAI NEUVNAN H \15\V152000\DRAW NGS\PLAN SETS\SECT ON 1\BLOCK 4A AND 4B F NALS TE PLAN\V152000PD2 DWG PR NTED BY OREARDON 10 25 19 C 7 57 PN LAST SAVED BY EVAN NEWNAN PLEASE SEE NOTE 91 �10 YEAR �HIGL COMP�L7TA��'IO � Outlet WSE Da (in} Qo Lo Sfo (%} Hf JUNCTION LOSS Final H Inlet WSE Flow Line Elev. Inlet Shaping Pre -Cast Structure Junction Loss Reduction Remarks rev8M Structure No. Vo Ho Qi Vi Qi • Vi Vi^212g Hi Angle K Hd Ht 1.3 Ht 0.5 Ht Al - -- A2 A-- A3.1 - A4 4 6.95 3 438.91 2 4 24 24 24 25.82 25-- 25.1 4 20.49 ----- - 15 .46 28.30 1.30% 1.30% 0.37 0.12 17.16 11.27 1.14 0.49 25.83 25.14 20.49 15.46 10.84 - 8.65 11.27 9.46 11.78 11.30 10.58 291.18 237.89 241.29 174.65 114.66 1.97 1.39 2.16 1.98 1.74 0.86 0.69 0.49 0.75 0.69 0.61 0.30 85 70 90 86 30 45 0.68 0.61 0.70 0.68 0.28 0.43 1.34 0.85 1.51 1.36 0.49 0.37 3.18 1.83 2.61 2 59 1.59 - - - - - - 1.59 0.91 1.31 1.2 9 0.80 0.55 0.42 0.14 0.02 -- ---- -- 0.06 _ _. -_...- - - 0.2 1 0.04 - 0.04 ----- - - - - 0.34 0.02 0.02 _ _ _ 1.01 - ---- 0.50 0.50 0.97 0.48 -- - 1.96 1.03 1.96 1.56 4.44 0.90 1.39 0.23 0.18 - - ----- 0.14 ___--_-____ 0.26 0.06 0.43 -- -- ---- 1.08 0.07 0.06 - -- -- - 2.07 -- -- 0.79 0.79 1.18 0.67 - ----- --- 0.70 ------- __ 0.31 0.64 0.41 0.13 0.20 0.12 0.63 1.03 0.22 0.12 ---- ----- -- 0.07 - --- 0.19 0.10 __ 438.91 439.94 441.90 443.46 447.90 448.80 450.19 450.43 450.61 --- - -- --- 450.34 __---___ _. 449.06 449.12 - - - 448.33 - -- -- -- 444.54 445.17 441.95 445.61 - 447.49 447.49 448.67 449.34 - ---- ------ 450.05 - ----- 450.36 451.00 _ 451.42 451.54 451.75 451.87 449.97 451.00 451.22 451.34 ----------- 451.49 - ---- ---- 451.19 450.46 --- - 444.50 444.50 445.41 446. 55 452.07 452.55 452.81 452.55 454.09 - _ _ _ _ _ _ 452.35 .. ----_ __ 45 3.10 455.25 - _ - 454.02 ------ --- 449.66 451.92 446.35 454.08 454.15 454.15 454.75 454.80 453.11 --- 455.57 455.93 - 456.36 456.36 455.97 456.67 451.78 454.45 455.00 456.18 Yes Yes Yes Yes Yes Yes Yes Yes Yes - Yes .__ Yes - - Yes Yes Yes Yes --- Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Y s e Yes Yes Yes Yes Yes Yes - - __- - - --- - - - - - 9.00 52.78 439.94 44 1.90 ° 1.23 /0 ° 0.82 /0 -- 0.65 0.26 3.65 9.46 11.78 11.30 0.35 0.54 0.50 -------- 0.43 32.21 -- ----- 16 8.31 --- 443.46 -------- 18 ° 2.1 7 /0 A5 ----- -- 447.90 ----- 1$ ------ 10.84 ---- 33.00 -- ° 1. a6 /o --- a. 35 ------- 10.58 7.44 64.31 1.10 Yes Yes Yes Yes Yes Yes --- - Yes Yes Yes Yes Yes Yes A6 A7 A8 448.80 450.19 450.43 18 18 12 8.65 5.13 1.85 __ 14-- 3---- ° 0.68 /0 ° 0 / 0.98 0.09 7.44 6.17 0.21 0.15 0.05 5.13 1.85 6.17 3.52 31.67 6.52 0.59 0.19 ----- - --- _--_----__ 0.29 -- - -------- -- 0.21 0.07 ----- 90 - ----- - 0.70 - ------ -_--.__-_- 0.22 0.41 0.00 ---- __-_-- 0 0 6 ------ 0.84 0.22 0.05 --- -- 0.09 --__ ____ 0.32 0.07 ---- - 0.07 - 0.28 - ---- --- 0.11 ------___-_ 0.42 - - - - ---- -- --- 0.68 - - -------- 58.71 -- 0.27% 0.16 3.52 ----- -- A9 -- 4 0.19 5 _ -- - - 15 --- -- -- _ 3.59 - -- 33.00 ° - 0.26 /0 - O9 - 0. - - 4.72 0.09 -- __-.___- 0.15 0.07 ----------- 0.07 -- - --- -- Yes - ---_ 2 .31 0.73 2.97 - 3 9.0o 66.09 66.44 ______-- ._. 0.73 - - - ---- - 0.86 _ " .17 3 - --- -- _...__ 0. 10 -- --- ----------- _--._.__--- - A11 Al2 ----- 448.80 --- 15 12 12 ° a. 13/0 0.04% 0.59% 0.05 0.02 0.39 6.27 4.35 4.36 ----_-._- 4.35 -- --- ------ 3.53 25 - --- --- ------- Yes - -- - -- - Yes Yes 449.06 447.90 --- --- 0.35 - -- - -- --------- 0.52 Yes Yes - -- Yes Yes A14 - --- -- A15 B2 443.46 - 5.23 111.79 0.6 6% --- 0.74 ---- 9.45 3.03 0.19 ---- -- 0.07 -- - - 60 0.55 0.11 445.10 ----------- - 441.90 12 ----- ---- 12 ------- 0.86 ---- 0.80 ------- 94.02 78.02 ------ 0.05% 0.04% 0.05 0.03 3.53 3.33 0.05 0.04 - ---- __ --- -- --- -- - ----------- 0.05 0.04 -------- Yes - -- - -- - - Yes 44 3.54 30 48.49 72.90 1.40% 1.06 --------- 11.71 --- -- 0.53 --------- 0.52 0.52 0.35 0.38 ------ - 48.51 -- 11.53 -- -- - 559.17 229.52 - - - 2.06 --- -- 1.39 ------- 0.72 --- ------ - 39 -- --- 0.37 -- -- 0.76 - - 2.02 ---- - --- - -- - - - - - --- - -_ Yes Yes Yes ISO 446.70 30 48.51 24.09 - 1.19% -- 0.29 ------- 11.53 ----- 24.26 ----------- 9.46 0.49 - - 0.00 1.00 - - 1.00 -- --- 1.94 0.95 -- _ Yes ISO B3 B4 446.70 447.49 30 24 24 48.51 24.26 24.28 24.09 21.86 16.95 1.19% 0.98% 0.29 0.21 0.20 11.53 9.46 9.87 24.26 24.28 13.23 9.46 9.87 6.05 229.52 --- ---- 239.73 80.00 - - --_. - 1.39 -- ---- - "1.52 (0.57 __ -- 0.49 - --- 0.53 0.20 - - - .... - - ---- 90 81 _ - -- - ----- 0.70 0.66 -- - 0.00 - - - -- - 1.06 0.38 -- Yes Yes Yes Yes Yes 448.67 1.15% Yes ------ B5 --------- 449.34 24 ---- 13.23 --- 93.85 -- -- 0.34% ---- 0.32 0.14 ----- 6.05 -- 0.14 ----- 8.40 ------ 5.27 - -- 44.30 ------ 49.34 ----- 0.43 - - --- 0.66 --- 0.15 - --- 84 ------ ------- 0.68 -- - 0.29 ----- 0.59 --- 0.76 -------- - 0.38 ------ - Yes Yes Yes ___ B6 __ ____ 450.05 __ 2 4 __ 8.40 103.11 0.14% 5.27 0.11 0.17 - - ------ 0.06 0.05 0.05 7.57 3.43 --- - - 1.91 1.39 1.39 6.52 - 0.23 - - 0.00 0.34 - 0.49 - - - - 0.15 - 0.17 0.25 -- 0.10 0.08 0.15 0.03 0.38 0.20 0.13 0.04 Yes B7 B8 B9 B10 --- -- Bll 450.36 _ 451.00 451.42 451.54 18 15 15 7.57 3.43 1.9 1 1.39 76.89 _ _ 109.99 59.17 37.14 0.52% _ - 0.28% 0.09% 0.13% 0.40 --- ---- 0.31 0.05 6.52 - --- -- 4.08 3.55 3.55 4.08 -------- 3.55 3.55 3.96 14.01 ----- -- 6.78 4.94 5.50 0.26 -- - - - - - (0.20 (0.20 0.24 -- 0.09 ------- 0.07 0.07 0.09 ------- 50 -- - 40 - 90 - ----- 0.47 __ - - 0.38 - 0.70 0.12 - - - -- 0.07 0.00 0.17 - - ------ 0.38 - -- -- 0.21 0.12 0.30 Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes 12 0.05 ---- 451.75 - 12 -- 1.39 69.16 0.13% -- 0.09 - ----- 3.96 ----- 0.06 -- ---- - ------- ------------- ------ --- 0.06 - 0.77 0.39 - - Yes Yes Yes Yes Yes ------------ Yes ------- 4---- 449.97 451.00 --- 2 4 15 12 12 -----. 11.49 ------ 94.57 ------ ------- 0.13 0.11 0.05 0.08 -------- - 4.40 1.59 1.59 ------ ----- ---------- --- ----- -- Yes Yes Yes Yes Yes Yes Yes Yes -------- ----- B12 B14 B15 B20 -- ----- 0.26% ° 0. 4-- /0 0.17% 0.17% 0.24 0.84 0.09 0.08 5.84 5.39 3.76 4.42 5.39 3.76 4.42 23.73 5.97 7.02 0.45 0.22 0.30 0.16 0.08 0.11 81 55 35 0.66 0.51 0.33 -- -- -- - - 0.30 0.11 0.10 0.59 0.30 0.26 0.08 4. 40 1.59 1.59 1$0. 00 53.32 451.22 46.25 - -- -- -- - --- - - ---- --- - 0.03 - - --- - 0.10 0.07 - - 0.04 -------- 457.28 - --- ---- 457.92 455.92 453.10 Yes B1-- 451 42 12 1.00 60.20 0.07% 0.04 3.84 0.06 ----- ----- - - ----- - -- 0.06 0.19 0.15 - -- - - Yes B17 B18 451.00 12 - -- 12 1.33 _ _------- 0.86 78.63 ----- - 62.31 0.12% ------ 0.09 - --------- 7.07 --- 6.16 - --- - Yes - - --- Yes Yes - Yes --------- 0.19 - ---- 0.15 Yes Yes 450.36 ------- 0.05% ----- 0.03 -- B19 - Yes -- - 449.97 --- 12 -- 1.86 -------- 64.60 0.23°!0 ------------ 0.15 4.55 0.08 0.08 019 450.16 Yes Yes NOT S: FLOW LINE ELEVATION SHOWN IS EXACTLY 6" (0,5') LOWER THAN THE RIM ELEVATION OF THE INLET STRUCTURE � � l l` -�� e } �� O� �� O.I,�Y:1�� \Y �� JLS� Outfall Q (cfs) Do, Pipe Diameter (in) Tailwater Condition La, Apron Length (ft) Apron Width d50 (ft) Rip -Rap Depth (ft) Rip -Rap Class Upstream (ft) Downstream (ft) B1 Al 48.49 25.83 30 24 Min Min 22 8 6 25 17 0.7 0.5 1.6 1.1 Class AI Class AI 15 10 YEAR STORM COM P�LT�I�`.AlTIONS From Point To Point Drain. Area (acres) Runoff Coeff. C CA Inlet Time (min) Rainfall Intensity (in/hr) Q Invert Elev. Length (ft} Slope (%) Dia. (in) n Capacity (cfs) Velocity (fps) Flow Time Q / Qfull V / Vfull Vfull Remarks fev10104 Incr. Z Incr. (cfs) Known (cfs) z (cfs) Upper (ft) Lower (ft) Incr. (min) X (min) A8 A7 -- --- A6 - - _ A5 --- - - A4 --- - A3.1 -- - - A3 --- A2 Al A14 -- A13 A11 --- - A10 --- - ---- A9 Al2 -- - - A15 ---- - Bl l --- --- - g10 B9 - - B8 B7 B6 B5 A7 A6 __ A5 - - -- --- A4 - __ - - A3.1 - - ____ A3 - - - A2 -- - Al AO A13 ------ A3.1 A10 - - A5 - ----- -- A6 A4 - - --- -- - A3 ---- -- B10 ----- --- --- gg -- ----- --- B8 - B7 B6 B5 B4 _ 0.66 -- - - - -- - _ _ 0.32 ------------ -- - ----- - 0.94 -- 0.17 - - _ ---- 0.99 - -- ----- 0.30 -- ----- -- 0.67 - - - - - ----------- -- - -- - -- --- _ -- - - - __ 0.10 _ -- 0.11 _ _ _ - 1.13 - - - - --- - -- - _ -- -------------- _ ---------- - - - - ------ - 0.57 1. I- - --- - _ - - - - _ 0.76 - - --- - -- - 0.82 - - ------ - - . --- 0.65 -- --- 0.70 - - - --- 0.68 - --- 0.80 --- ...._-- - 0.80 - -- __ __ - ---------- - -- ---- - __ _ - - - -- 0.75 -- - 0.75 0.78 - 0.70 - - - - - - - - _ _ -- - ----- - - - 0.75 0.6-- - -- - - - --- - - - - -- - _ 0.50 - - 0.26 ------ - --- _- 0.61 - ____ - - -----..._- 0.67 - -- - 0.24 - ----- - 0.54 - - - - - - _ -- - __ _ _ _ - _ - ----- __ 0.08 __ 0.08 0.45 - 0.79 - - - - __ - - _ ------- -- - - - -- - - 0.43 0.83 - - -- _ - ---- - _ _ 0.50 1.04 1.28 1.54 -- - - - 2.21 - 2.82 _ 2.94 2.94 - 0.67 - 0.24 --- - - 0.54 - - - - - - -- - - - -- --- _ - --- 0.08 - - 0.16 0.61 0.61 1.40 2.66 -- -- 2.66 - - 2. 66 2.66 ---- ----- - -- - ---- - - 0.43 1.26 - - _ - - - - _ _ 5.28 5.39 5.71 5.76 6.01 6.06 6.15 6.16 - 5.44 - 5.25 ----------- 5.00 - - - - - --- -- - - - --- -- _ -- --- -- 5.46 ---- 5.74 6.19 6.39 6.72 _ 6.56 6.54 6.45 6.44 6.37 6.36 __ 3_ 6.33 - 6.52 - 6.57 --- -- - --. 6.64 - - - - - __ -- ------ - -- -- ------ _ ---- ------ 6.52 - -. 6.44 6.32 6.27 6.18 _ 3.28 - - 1.67 - 3.88 0.76 - - 4.37 - 1.58 1.__ - - - - - - - - 0.86 - -- - --- 0.73 - 1.- 5.13 8.65 10.84 15.46 20.49 25.14 25--- 25.82 0.86 5.23 - - - - - __ 0.73 2.31 -------- 3.59 2.97 - - 0.80 ------ -- 1.39 1.39 - ____ 449.10 448.55 446.50 445.00 440.08 437.60 436.80 435.52 445.00 444.20 - - - 448.50 447.40 448.85 446.95 - ---- 438.25 _ __------- - 449.95 449.35 __4 _ -- 448.65 446.60 445.55 440.18 439.25 436.90 436.62 434.80 444.30 440.18 --- - - - 447.50 446.60 448.65 --------------------------- 446.55 - - -- -- 437.70 ------------ 449.45 58.71 38.99 144.00 33.00 168.31 32.21 52.78 9.00 28.30 94.02 111.79 ----- - 66.09 39.00 33.00 66.44 ---- --- 78.02 -------- 69.16 0.5 1 /0 1.15% 1.35% 2.88% ° 2.86 /0 2.58% 1.33% 2. 00% 2.54% 0.74% 3.60% - - -- -- 1.51 /0 2.05% 0.61 % 12 18 18 18 18 24 24 24 24 0.013 0.013 0.013 0.013 0.013 0.013 0.013 0.013 0.013 ___._ ____ _ 0.012 0.013 - - __ 0.012 0.013 2.55 11.32 12.26 17.87 17.82 3.52 6.17 7.44 10.58 11.30 0.28 0.11 0.32 0.05 0.25 0.05 5.28 5.39 5.71 5.76 6.01 6.06 0.72 0.45 0.71 0.61 0 .87 0.56 1.08 0.96 1.07 1.05 1.12 3.25 6.40 6.94 10.11 10.09 11.59 8.32 10.21 11.52 4_25 CDS Unit 36.41 11.78 1.02 26.12 32.08 36.18 ._--_- ____.-_-_. 3.34 12.28 - -- ---- 4.76 9.28 9.46 11.27 12.48 0.09 0.01 0.04 6.15 6.16 6.20 0.96 1.14 1.10 1.08 0.81 0.71 - 12 15 - - _ - 12 15 15 __-- .___._-. 3.53 9.45 - 4.35 6.27 --- - - 0.44 0.20 -- -- -- 0.25 0.10 -_-__-___. 5.44 5.64 - - - 5.25 5.35 _ 0.26 083 Roof Runoff - Raaf Runoff - 0.43 0.15 0.25 0.94 10.01 6.06 7.56 4.45 3.82 4.14 4.19 0.72 0.83 ----- 3.59 - - - - - - - ----- -- - ---- - - - ------ 0.52 - -- -- _ 0.52 2.84 - ----------- - 2.97 - - - - ---- 0.80 ----------- 1.39 - -- -- - ---------- - - - - - - -- - _ - 0.012 5.46 4.72 0.12 5.12 0.66 1.06 Roof Runoff Roof Runoff Roof Runoff Roof Runoff Roof Runoff 0.60% - - - 0.70% -- ----- 0.72% - - -- ------------------- 12 -- - 12 0.012 --- - - - 0.012 -------------------------- 3.00 - --- - ----- 3.25 4.36 - - - ---- 3.33 3.96 3.55 ---- - ---- 0.25 ---- ----- 0.39 0.29 0.17 --- ---- 5.25 - - - 5.39 0.99 -- -- - 0.25 1.14 -- 0.80 12 0.012 3.29 5.29 5.46 0.42 0.94 449.15 ---------- 448.75 448.10 447.20 446.55 37.14 ---------- 59.17 109.99 76.89 103.11 0.54% 12 0.012 ---- - 0.013 - - - - 0.013 0.013 0.013 2.84 -- 0.49 0.98 3.62 3.76 3.73 6.08 5.27 ----- 1.91 - -- 3.43 7.57 8.40 449.05 ----- 448.65 44___ 447.10 ___ 0.51 % - ----- -- 0.50% 1.04% 0.53% --- -- 15 . -- -- - - 15 18 24 ----- 4.61 - - - --- -- 4.58 10.74 16.57 3.55 --- - 4.08 6.52 5.27 0.28 - - - 0.45 0.20 0.33 5.74 ---- -- 6.19 6.39 6.72 0.41 0.75 0.70 0.51 0.94 1.09 1.07 1.00 4.88 - 13.23 446.45 445.90 93.85 --------- 16.95 -------------- 21.86 ---- - - - 24. 09 - 72.90 0.59% ------ 24 0.013 0.013 --- 0.012 ---- 0. 01 __ - 0.013 17.36 6.05 0.26 6.98 ---- 0.76 1.09 5.53 B4 - - -.._. B3 - -- ISO - - B2 -- ----- -- B20 --- --- - B15 -- - - - B14 B12 B16 B17-- B18 - B19 B3 ------------- ISO - B2 --- B1 ------ -- B15 ----- ---- B14 -- __ - - B12 B4 B8 ------ - ---- B7 B6 ----- - B12 6.98 6.11 - --- ----- 6.10 --- - -- 6.09 - 6.08 ------ ------ - -- - - -- --- - - 6.53 6.38 - -------------- - - _ - - ------------- - -------- - 24. 28 -- - - ------ 1.59 - - - - 1.00 24.28 -------- 24.26 - 48.51 48.49 --------- 1.59 - ----- --- 1.59 4.40 11.4__ 1.00 445.80 ---- 445.55 ---------- 445.20 - ---- 444. 70 -- 443.50 1.47% 24 27.55 --------- 26.28 -- - _ ---- 49.72 - -- -- - 50.52 --- - 9.87 ------- - 9.46 - -- 11.53 - - - 11.71 --------- 4.42 -- 0.03 ------- 7.01 0.88 1.13 1.13 1.14 - ---- 1.14 8.77 8.36 10.13 - --- - 10.29 - -- Roof Runoff Roof Runoff - ------ 7.01 - - 7. 05 - - - 7.08 --- -- ---- _ -- __ _ - - 5.41 5.97 - ------ - - - - -- _ ------ - ---- - - - -------- 445.45 -------- 445.00 444.60 - ---- - 1.14% - -- - ° 1. 25 !0 -- - 1.51 % ----- 24 ---- - 30 - 30 0.04 -- _ _ 0.03 -- - 0.10 7.05 ----.-- -- 7.08 - 7.18 0.92 0.98 - 0.96 --- ----------- 0.17 ------- ------ 5.17 ------ ---- ------ ------ - ------ -- - 2.81 5.30 ----- --- 449.05 -- 448.55 448.15 446.45 449.25 -- 448.65 --------- 46.25 --- - 0.86% --- --- ------ 0.56% ° 0. - _ ° 0.58 _ ----- 12 ---------- 12 15 24 ---------- 0.012 3.60 ----------- 0.44 ----- 0.96 --- 4.58 3.70 4.98 5.51 -------- 448.25 446.55 445.90 --------- 53.32 180.00 94.57 - --- ---- 0.012 0 .013 0.013 ------- 2.90 6.11 17.30 ----------- 3.76 5.39 5.84 -------------- 3.84 0.24 0.56 0.27 ------- 5.41 5.97 6.2 4 - 0.55 0.72 0.66 1.02 1.08 1.06 - 448.75 ---- 60.20 -------- 0.83% 12 0.012 3.53 0.26 5.26 0.28 0.86 4.49 Roof Runoff 9.46 - -- - 9.47 4.55 Roof Runoff - - -- -- -- - - -- Roof Runoff Roof Runoff ----- - - - ---------- 1.33 0.86 1.86 1.33 0.86 1.$6 451.00 449.50 448.10 447.20 78.63 - - 62.31 64.60 3.69% - 3.69% 0.85% 12 -- -- - 12 0.012 -- ---- 0.012 - --- 0.012 7.43 7.07 0.19 5.19 ---- ------ 5.17 5.24 0.18 - - - 0.12 0.75 - - --- 7.44 ---- - -- - ------ 6.16 --------- 0.65 ------- 0.17 0.24 447.00 446.45 12 3.57 4.55 0.52 1.00 I Q Qb Qt S Sx n T W Sw On Grade Inlets Only Sag Inlets Only Remarks Inlet DA C No. Type Length (ft) Drain Area (acres) Runoff Coeff- icient Inten -sity (in/hr) Incr. Flow (cfs) Carry -over Flow (cfs) Accum. Flow (cfs) Gutter Slope (%} Pvmt Cross Slope (%) Spread On Grade (ft) Gutter Width (ft) W / T Gutter Cross Slope (%} Sw / Sx Eo (App. 9C-8) a (in) S'w = a / (12W) (%) Se=Sx + S'w (Eo) (%} Lt,Comp. Length (9C-17) (ft) L,Spec -ified Length (ft} L / Lt E Qi Qb Down Stream Str. Qi d h (ft) d / h Ts fevl0104 Eff. (9CA8) Int'x Flow (cfs) Byp. Flow (cfs) Int'x Flow (cfs} Depth (ft} Spread In Sag (ft) A2 - -- - A3 A4 A7 Curb DI-3B -- _ -- ------ _ Curb DI-3C Curb DI-3C Curb DI-3C Curb DI-3C Curb DI-3B Curb DI-3C 6 -- - -------- 6 6 6 6 6 8 ----------- 8 - - - - 6 6 - - 6 8 6 ------------ 0.17 0.94 0.32 0.66 0.67 0.30 0.99 1.13 0.58 0.11 0.10 1.27 0.57 0.70 0.65 0.82 0.76 0.80 0.80 0.68 0.70 0.78 0.75 0.75 0.65 0.75 6.54 0.79 4.06 1.74 3.33 - - - - 0.79 4.06 1.74 -- 3.33 3.56 1. 59 - - - ---- -- - - 2.00 2.00 2.00 2.00 2.00 - - - _.__ 2.00 0.015 0.015 0.015 0.015 0.015 - - - -- 0.015 - - - - -- - - - -- -- - - - - - -- - ------- - --- - --- -- - - - - __ - ---- - - --- - - 2.00 2.00 - - 2.00 - -- --- 2.00 - 2.00 - - --- - - 2.00 - 2.00 - -- 2.00 2.00 2.00 - --- -- - 2.00 2.00 - --- _ 2.00 - --- - -- - -- - 8.33 8.33 -- - --- - 8.33 8.33 ---- -- 8.33 --- -- 8.33 8.33 8.33 8.33 8.33 __ - 8.33 8.33 - - - 8.33 ----- _ --------- --- - 3.52 3.52 ----- 3.52 3.52 -- 3.52 --- - - - -- 3.52 --------- -- ----- ---- --- -------- --- ----- -- -- --- - - - ---- ---------------- -------- __ -- -------- - - - --- - - - - -- -- . -- - -- --- - - -- - -- - - - - - --- ------ ---- - --- - -- --- - - - ----------- - - -------- - - - - - - - - -- --- - - ---- - - ---- -- - - - - ------------ - - 0.79 0.11 0.32 ---------- 0.46 0 46 ------ 0.24 0 71 ----- 1.30 9 83 ------ _ In Sag In Sag -- ---------- n ag -- -- n Sag -------- n Sag - -- - ___-_ - In Sag - - ---- - 4.06 ----- 6.64 6.64 6.64 ------------ -------- - --- -- -- 1.74 3.33 ----------- 0. 8 0.28 0. 6 .8 7.84 --------- 8. 8 - ------ - 2.34 ---- --- 0.46 ------ 0.62 ---- 0.65 --- - - 0.38 -------- -- -- - -- ------ --- ---- - __ - ---- - - ------ 3.56 - ---- - 1.59 ---- 0.30 -- ----- 0.17 -------- 0.46 ----- -- 0.46 -------- A9 A10 A13 ----------- B5 -- --- - B7 B8 - - --- --- B9 6.64 6.64 6.64 3.56 1.59 - - 4.47 - 4.47 2.00 2.00 2.00 2.00 - -- - 2.00 2.00 2.00 - - 0.015 ------------ 0.015 0.015 0.015 __ - 0.015 0.015 0.015 3.52 ----------------- 3.52 3.52 3.52 - -- 3.52 - ---- --- - - ------ ---- -------- - ---_------- - ------ - - - - _- - - - --- - - -- - ----_---- 4. ------ 0.3 ---- 6 -------- ------------- n ag --- ---- Curb DI-3C - _ -------- - Curb DI-3C Curb DI-3B -- ------ --- Curb DI-3B Curb DI-3C Curb DI-3C ---------- 6.64 6.64 6.64 - --- 6.64 -- 5.25 - - -- --- 5.25 3.00 0.55 --- 0.50 ---- - - - --- - ___ - --- - - -- - -- - - - --- ---- --- --------- - - ----- 5.25 3.00 ------ 0.34 0.26 -- ---- -- 0.46 O 6 ------ 0 74 10 59 -- -- - 1.02 - ----- - 0 96 - - - - In Sag n Sag - - - ----- In Sag ------------- -_ Sag - - -- - 8 -- - 3.00 0.55 - ----- - 0.50 - - ---- - --- - --- --- -- _ _ - --- - - -- --- - - _- - ----------- 0.55 --- ---- 0.50 ----- 0.09 -- -------- ---- 0.46 -------- 0--- - ---- 0.19 -- - - 0.17 - B12 B14 6.64 6.64 5.48 2.84 - - 5.48 2.84 - -- - - -- - -- - 3.52 ----- 3.52 -- .. -- - -- __ - - - - __ - - ---- - - - - -- - - 5.48 -- --- 2.84 0.35 -- ------ 0.25 0.46 0.76 11.08 -----._ . 6.41 n Sag - ------------ In Sag -- -- 0.46 --- ---- 0.56 � � x , � �12 2i _ HI z o� IX 0 '" zwc-�O :E LL Ub �i 04 �E w J Z a = � ��dJI�-, $ CS M_04 ,(MF <0¢ WU<a-0)0 Iz WPz w r X �FH UW) o o z a¢ - aQ w= -,za P o w zWU H � ',7' )-za❑,�z J W m �` > o� E� �1 J W 2 Z > v7 z ��V4 >wOOww¢ m �__ 5 ��z =OWQOOW H y T�� d r� w �mo'mu�z❑ 0 z-1� tao aU� 0- ,0M F� W � 0, - U W O ° � � � a ❑ r w a waa�?w= >o ��.. U] � � z a J Y Y W C� D: � � w is '_ I� Zq ��•I aizz000w❑ a 7 wwOww W2 8 �� Z)zmzzzaa F zcn � a� REVISI NS REV DATE COMMENT BY 1 8/31/18 COUNTY COMMENTS RTY 2 9/10/18 ARB COMMENTS RTY 3 10/25/18 FOR APPROVAL RTY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast It's free It's the lave APPROVED FOR CONSTRUCTION PROJECT No.: V152000 DRAWN BY: MEG CHECKED BY: RTY DATE: 6/8/18 SCALE: N/A CAD I D.: PD2 PROJECT: FINAL SITE PLAIT �p FOR BLOCK 4A AND 4 LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBiEMARLE COUNTY, VA .E �; «: 0 4 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone. (540) 349-4500 Fax. (540) 349-0321 VA@Bohl et`Eng.com RiAN YAUUER Lic. No. 0402056625 10/25/ 18 SHEET TITLE: ICOM�P�J�'ATROYN� SHEET NUMBER: H \151V152000\DRA4V NGS\PLAN SETS\SECT ON 1\BLOCK 4A AND 4B F NALS TE PLAMV152000PD2 DWG PR NTED BY DREARCON 10 25 16 C 7 57 P%l LAST SAVED BY EVAN NEW AAN X THIS PLAN TO BE UTILIZED FOR INFORMATIONAL PURPOSES ONLY PROP. Al APAR 4S SIT PROP. (BUILD N FF- S I bVVALt U, SLOPE LEGEND DA: 0.27 A •V 1""Nilw PRESERVED SLOPES lJ PROF. AP4A PRO FF MAN-F..-IE. (BUILD -- -------------------- ------------------------------- -------------------------------- -- ------------------- --------------------- 454 -- ------------ ---- ---------- --- --------------------------- --------------------------- ------------------------------- ---------------------- --------------------------------------------------- -------------------------- ----------- I ----- ------ Er. RO# OF DI RIM STELLA LANE TO — I I � I - '- -- -- -- - F-- -7� 462 RIGHT -OF WAY '0 DIVERSION -."z" TO 462 DA: 0.09 AC I MUL71AWLY C=0.90 PROP APARTMENTS 4STORY PRE MAI OP. HEIGHT PROP WILDING TYPE V) C---� FF = 458.50 MCTER L, r 0.58 ScAm" i wi k TO STM. B8 DA: 0.11 AC C = 0. 7 5 DA: 0.10 TO STM. Bl 1 DA: 0.23 AC C=0.90 DA: 0.57 C=0.-75 Tt-I T IP PROF WALL BE, zo � rw.- �z H z 15 v w F, Acx PS \ ------ 452 PIS \ Y, REVISIONS REV DATE COMMENT BY III 1 9/24/18 COUNTY COMMENTS RTY 2 10t19118 COUNTYCOMMENTS RTY PROP. MULTIFAMILY APARTMENTS T— Ly ENTS — S"TX ETER PROP. HEIGHT (BUILDING TYPE W) PR VAX HEIGHT FFE 456.75 TO STM. Al (BUIF 4 RTYOPOE 'Al B DA: 0.12 AC C=0.90 TO STM. B201 WALLEI DA: 0.27 AC PROP, PUB SU PON NOR PIV H SEE 7 C_BB is (SEE NOTE 4) TO STM. Al2 DA: 0.38 AC C= 90 J 37 ACSA WATER & SEWER ESMT. KNOW WHA7S BE LOW W ALWAYS CALL 811 BEFORE YOU DIG TP ItLa fast, It, f— It, the [a, rn Gm NOT APPROVED FOR 4STORY Sr MAX PROP. HEIGHT @UILD FF LEGEND: PROP RED METER F-1 A&M • Mill F] EIPER SIl 'EICE ® ® ••rii+•i�rI�•�� (J]- � tI�LL •� 1�1 i� 1C7 � ��_ O �" ENMUNCEAREA 08=2 d P a F I F, I © ® �' ,�, F-1 (21 SLOPES) GRASS m- j PROP. "ALL S 0 40 20 10 0 40 CL 2-1(111 CONSTRUCTION PROJECT No. DRAWN' EEN I CHECKED BY: RTY j DATE 9MAE SCALE CAD I D. OBI PROJECT VIRGINIA STORMWATER MANAGEMENT PLAN , FOR BROOKHILL BLOCKS 4A AND 4B APARTMENTS LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHAXOTTESVILLE ALBEMARLE COUNTY, VA M BOHLER ENGINEBRING BLACKWELL PARK LANE, SUITE WARRENTON,'.IRGINIA 20196 PWa (540) 349-4500 Fax (540) 349-0321 Lic. No. 0402056625 10/19/18 A SHEET TITLE EROSION & SEDIMENT CONTROL PLAN PHASE 11 SHEETTNUMcBER — 111 IS PLAN TO BE UTILIZED FOR INFORMATIONAL I PURPOSES ONLY II it RIN S it T_ 4-1- III, LANE c -PROP. PUBLIC RON p r. IPPR ETC (SEESHEETC-3DINOTE4) x _x E- MA)LFRONTSETBACK dpW_ Sit IF 0.23 AC C=Ho 1 METER PROP MULTIFAMILY 4 BPr.7. R PROP. HBGXT (BUILDIN I W) FEE I To PROVIDE SLOPELEGEND RIGHT-OF-WAY F DIVERSION PRESERVED SLOPES PROP. MULTVAM Ly - APARTMENTS MANAGED SLOPES 4STORY BY MAX F MOP, HEIGhT BUILDING TYPES') I RAP. W/Jl❑I, FIF = 454.25 LEGEND: TO STM. B19 2 0 DA: 0.31 AC❑ UMITS OF gBTURBANCE ® A: 0.31 Ul tw =0.90 u Q L -- --- ------- - ❑ 111- SILT FENCE --------- - (SF 11 ownivams ❑ F] T. ❑ I SF ❑ ® •� 452 �� T 1 ❑ \ ' TO EX. C81 DA: 0.22 Ip IBRBISN❑ Q=0.30 F-1 0lJTLETPR0=0N ❑ 0'7� - - - --------------------- - --- ------------ - ---- - --- --------- -- Ilk ---------- ---- -- --------- ---------------- PERNANENTSEEDNc @ PS ❑ w—_ —w w any El STEEP SLOPE G. .1 f2.1 SLOPES) F F] DUSTM-__ 7� STELLA LANE 2, -sw FIN, MV MENTS IrRY KAI( HEIGHT .�IiGo PROP ELEC METE", MEMO= w. IX z 2 1-4 R E., z Z� .16 4 95: 0 zu T,NN�N� z 9 u z o Lb I/ FALl EASEMENT UMITSOF DISTURBANCE REVISIONS REV DATE COMMENT By 1 924/18 COLINTYCOMMENTS R7Y 2 10/19/18 COUNTYCOMMENTS Rl ro DAT1N',PA4CA',,, C=0.90 KNOW WHA7S BELOW ALWAYS CALL 811 BEFORE YOU DIG Its fnt its frPP it. the law j NOT APPROVED FOR CONSTRUCTION PROJECT N. V152000 DRAWN BY EEN CHECKED BY: RTI DATE 9128118 SCALE: CAD 10 011 PROJECT: PS VIRGINIA STORMWATER MANAGEMENT PLAN FOR TO POND BROOKHILL 4ADA: 0.13 AC BLOCKS 4A AND 4B C=0.90 APARTMENTS LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 Ps i POLO GROUNDS ROAD CHARLOTTESIALLE ALBEMARLE COUNTY, VA 21 BOHLER M EN GINEE KIN G 77 7 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 ----- Pnone (540) 349-4500 -- F. (540) 349-0321 -- ------ ------ - ------------------------ -- ------------------- __ __ ---------------------- -------- -------------------------------- ---- --------- ;� ------ :�, ------------ ------ ------- ------ --------- ------ --------------------------- - ----------------------------------- --- -------- --ig-f -- ------------ �-;; -- --------------------------- - --- -- ---- ==�_ _ ---- ---- ------ - - ------- ----------- --------------- --------- - --- --- ---- -- --------- --- ----- ----- ------- 7� - ----------- : _9 --------------- -------------- ------ ------------------ -------- --------- -------- -- -------- -- ---------- -�f - ---- ------ - 7 ROUTE 29 S OLE U.S. A, ------ W1qrH - SPEED L IMIT (VARIABLt- 1 p 254 7 59 a& j� P. 552 HAP A -V,p. 6 CL Lk;. No. 0402056625 6 10;19118 A SHEET TITLE EROSION & SE DINIENT CONTROLPLAN PHASE 11 SHEET NUMBER C-810 41-1-23 ORNAMENTAL. ALUMINUM PENCE 6' i/2"+/. w! 2" POST --1 h_ 3 11116" PICKET SPACING DIAMOND PRO STONE CUT RETAINING WALLS SHOW OF STRENGTH Just because you're working with a large expanse doesn't mean you have to sacrifice looks- Diamond Pro Stone Cut- blocks feature strength, flexibility, and colors to make every project look this goad_ SPECIFICATIONS Diamond Pro Stone W' DIMENSIONS 8, x Is'e 12' SO. €IJPI€CE 1.00 WEIOfR/ECE 14 fte. OIY.IPAUET 45 W€IORT/FAI.IH 3,380111, SG. I'TJPALLFT 45 n+awROPao smttcar See pages 62-511m custom talon, OrnI es, and i—, IAm[ i0 Tap Left Oie—d Pr"- Stmm hil,, Cda". Blue Ridge flamee MMms RWIR Dl d Pm"b Ild. Cmla. lams River Range Pa6I SI Tap Left eiamend Re Stoat Cu['Colm-Pamlita Aaege fop lNed Dlamead Pn Ewa Cut-C: James Awn Range Rim, Right 01-1d Na Stan, COT Calm: Iamee Ri Range COLORS James Rim Range Blue: RkIr R44P P-0. Ridge Chempeape Range UNANCHOR' sI oRN�a4srvTAR� 4'OPENING 6" VXI 1/8" HORIZONTAL RAIL 48'4/- 5/8"X3/4" PICKETS .050 WALL .u.:o, 42 l 1/2"X 1 1/2" GATE POST 2"X2" POST.] 25 WALL .,,,a. 1° CONC. FOOTINGS B _ A NOTE: NO. OF PICKET'S MAY VARY WITH NOT DRAWING NOT TO SCALE. 'i I� NOTE:OPENING STZE EFF-20 °' 13rookhill Apacmnents- """""`""""'�" - ", KBiDENT'I NIL YO [DETYNI Llm"A` Northern SWM Fencing CAP BLOCK — DIAMOND PRO' BLOCK --- BLOCK Id0`{Q- {IIyIf Tol H GRADE -_G.FOSYNFHETIC REINFORCEMENT Gf FapTC'XT LK tt^^ -12" (MIN) OF FREE- w DRAINING AGGREGATE GtNTHETIC REINFORCEMENT' Gi=OSYNTHETIC RFINFORCEMENT 1 4"0 MIN DRAIN PIPE (ELEVATION VARIES) 6" 6" MINIMUM COMPACTED GRANULAR -BASE LEVELING PAD JJ A N C H O R' 4 I Diamond Pro® Beveled Face Retaining Wall System „re -0 �sNm� alpp�oc ux m-Typical Reinforced Cross Section o1/192016 oPevoR FENCE OR RAILING (DESIGNED BY HARRY MOORE, DOMINION ENGINEERING) 3 FEET SLEEVE AND NON -SHRINK GROUT MINIMUM AROUND POST SLEEVE INSTALLED DURING WALL CONSTRUCTION CAP BLOCK DEPTH I DIAMOND PRO® VARIES I BLOCK I I I I I �m i —I r� 1211(MIN) OF FREE- I DRAINING AGGREGATE I I I i I GEOSYNTHETIC REINFORCEMENT I I i DIAMOND PRO RETAINING WALL (WALL ]F) TYPICAL DETAIL w zo =_w� W 24 od$=kN$ ab3 �k W amp.....♦ I� W J O Zz �x°g=Hx� @ oEZ(.. C �za ao$ffwQ �, awwzw€ z.. .... REVISIONS R=V DATE COMMENT BY 1 8n1118 COUNTYCOMMENTS RTY 9/10118 ARBCOMMENTS STY 3 1CJ25/18 FOR APPROVAL STY KNOW WHATS BELOW ALWAYS CALL 811 BEFORE YOU DIG Itslast Irsrtee Irsthelaw APPROVED FOR CONSTRUCTION =ROJECTNo.: V152000 CRAWN BY. MEG CH ECKED BY RTY DATE: SIB"' SCALE: N/A CADID: SD2 " °ROJECT'. FINAL SITE PLAN FOR ]BROOKHILL :BLOCK 4A WIND 4B APARTMENTS LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA BOHLER 8 N G I I4 H 8 R I N G !8 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone. (540)349-4500 Fax (540)349-0321 1L�ic. No. 0402056625 ilk 10125/18 _1 ISTRUCTION I I DETAILS SHEETNUMBES. C-9101 NOTE: 1. THESE DETAILS APPLY TO ALL PROPOSED RETAINING WALLS IN THIS SET. 2. CONTRACTOR TO REFER TO RETAINING WALL PLANS DESIGNED UNDER SEPRAE COVER FOR CONSTRUCTION INFORMATION. FIN NOTES: 1 EXPANSION JOINTS TO BE INSTALLED AT 20' INTERVALS. 2. THIS ITEM MAY BE PRECAST OR CAST IN PLACE 3 CONCRETE TO BE CLASS A3 IF CAST IN PLACE OR 4000 PSI IF PRECAST HEADED, CURB DETAIL NOT TO SCALE 9 F'' ACDLIAI r QI 10=A= (^ l IM= rove n GA\ (PER GEOTECHNICAL REPORT) NOTE: 1. SECTION SHOWN IS BASED ON FINAL FLEXIBLE STRUCTURAL DESIGN MODULE, FINAL DESIGN WILL BE PROVIDED WITH FINAL CBRS ON COMPACTED SUBGRADE STANDARD DUTY ASPHALT PAVEMENT SECTION NOT TO SCALE / SHAPE TO ELEVATION LAR EST �PI'PE OF SHAPE TO ' OF I j I I I I --9' SLOPE TO DRAIN TO INVERT SECTION A -A OF OUTLET PPE 1d TRANSITION BETWEEN d PIPE DIAMETERS EN METHOD OF TREATMENT IN DROP INLETS WR DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. NOTES: \ SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED } 1 SLOPE TO DRAIN PLANS OR WHERE INVERT OF PIPE PS ABOVE INERT OF 1 TO INVERT OF STRUCTURE. / OUTLET PIPE MANHOLE OR DROP INLET IS TO BE FORMED AHD CONSTRUCTED IN 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 M OR wu CLASS 01 EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE ;! UP TO 4'I IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, @ROKEN CONCRETE OR BROKEN CONCRETE @LOCK, THE SURFACE SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. rj_ DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE PURPOSES ONLY. EACH MALE OR DROP INLET IS TO BE SHAPED INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B-8 PLAN METHOD OF TREATMENT IN MANHOLES N VE)Ol' SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD METHOD OF SHAPING REFERENCE SHEET , OF 1 REVISION DATE MANHOLE & INLET INVERTS 302 �gg_gg VIRGINIA DEPARTMENT OF TRANSPORTATION PAVEMENT DIMENSION(S) REFER TO FACE OF CURB r•o° 6e PAVEMENT DIMENSION(S) ON PI VIEW REFER TO FACE OF CURB T-W 1' x 1-1/2"R t^ ,t . _ tw i,y•.til •. •baa •••1. f a e". • a1. 6' L !•- d. '•• ��0 +;•�`'•.r • .�': at• .."J!atii••J s Yt •"1`. .}: •'.i•'. !.' 'I. v.y. -mod. 'i.�•�-.' [O as°a is . PK eV _ L•"ai I� !a' ♦4,.%i`V• . �f sa +.a •.,ea•., ear - �..� 41 SPILL (CURB & GUTT ! R COLLECTORCURB & GUTTER NOTES: 1 CONCRETE FOR CURBING SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. @ 28 DAYS 2. CONSTRUCTION STAKING FOR CURB INSTALLATION SHALL BE REFERENCED (CUT OR FILL) TO THE TOP OF CURB. 3. AT CONTRACTOR'S OPTION, THE GUTTER THICKNESS MAY BE INCREASED AT THE EDGE OF PAVEMENT TO MAKE BOTTOM OF GUTTER CONTIGUOUS WITH BOTTOM OF ASPHALT PAVEMENT 4. CONTRACTION JOINTS SHALL BE PLACED @ 10'-0'' O.C. TOOLED 1/4'' (t1/16") WIDE, 1" DEEP, EXPANSION JOINTS SHALL BE PLACED @ 40'-0'' INTERVALS, MAXIMUM, AND ALL P,C.'S TRUNCATED---' 1:12 SLO DOME PATTERN NOTE: 1. ADA ACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT ADA ACCESSIBLE GUIDELINES ADA ACCESSIBLE RAMP DETAIL NOT TO SCALE RETE PAVEMENT SECTION TACK COAT (APPLIED AT A RATE OF 0.2 GAL LONS/S.Y.) PAVEMENT SURFACE (SEE PAVEMENT DETAIL) 19immmommamm Ell011tki001Sk Kai 1 1 CO CR a TE—TO—ASPHALT DETAIL NOT TO SCALE PAVED SURFACE/ CONC. PAD T TAPER 2 CURB T TAMPER BREAK GUTTER PAN 3RIP-RAP PAD PLAN CURB (PER SITE PLAN) RADIUS 2 CURB Y TAPER BREAK V TAPER! ELEVATION CURB BREAK DETAIL ETAIL MOTTO SCALE 2' MIN. CLEAR ZONE (TYP , LT. & RT.) VARIES 2% MAX. CROSS SLOPE COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) L-4" CLASS A CONCRETE (3000 P.S.I. @ 28 DAYS) 4' THICK, COMPACTED STONE BASE (TYPE 2a) NOTE: 1. EXPANSION JOINTS 112'' WIDE PREMOLDED BIT MATERIAL SHALL BE INSTALLED AT 30' INTERVALS, CRACK CONTROL JOINTS TO BE SPACED AT INTERVALS EQUAL TO SIDEWALK WIDTH TRUNCATED DOME PA EDGE OF CURB—% a - ,i A a -4 0 - o a• .a d - a a 4. -.a 4 ••, ` ,,. " SLOPE. - . , - : Q 4 SL�P,E • : d •- a -° L a .1.2 1 MAX: a' .6 12:1 MAX a 00000000 000000000 '4 a 00000000 000000000 °. °o a° a 00eeaeae aeoeaeaoo as 00000000 oa0000000 " . • MIN. NOTE: ADA ACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT ADA ACCESSIBLE GUIDELINES. ADA A ACCESSIBLE RAMP DETAIL ET.AIIIIL NOT TO SCALE (PER GEOTECHNICAL REPORT) NOTE: 1. SECTION SHOWN IS BASED ON AN ANTICIPATED CDR OF 5. FINAL DESIGN WILL BE PROVIDED WITH FINAL CBRS ON COMPACTED SUBGRADE. STANDARD DUTY CONCRETE SECTIO1, NOT TO SCALE FULL HEIGHT CURB 3' CURB TAPER 'RADIUS ! 2. PAVEMENT SURF CURB TAPER 1 R DETAIL NOT TO SCALE 112'' RADIUS - PROPOSED PAVEMENT r (SEE PAVEMENT DETAIL) 5" TACK COAT• (APPLIED @ 0,2 GALLONS/S Y ) NOTE: 1 CONCRETE TO BE 3000 P,S I. @ 28 DAYS 4" CONCRETE WALK W/6x6 WWM (10 GA) 2% MAX. SLOPE COMPACTED 21-A STONE CL 2 r F rW, z z o (J ¢ z O® W 6 ,� z�OJOP4 104 �4 p R W W� z�0 co 1U<Io !E;� uA., ir) 4,* + 4 e3 � � G 5 a H } z oz a a �a .1 0za 3 Z�1�1 �w yaa❑<�z ca o� 104 zu) j4~ 7WWJ 3:2� Ni z �O ®" ~ wow a000 W �mwmv)zv t= irvo R r r'h z 0 wr a wQazw= �> (Ij OV4 z zJ�YYi W(9 0� ww r+c� awO >- >-w oi�u~iS��=--� �••, 0- WOW W W2 Z)zmzzzW o� cn z� TS..L'.'Y 1S1O.l`YnSa REV DATE COMMENT BY 1 8131/18 COUNTY COMMENTS RTY 2 9/10/18 ARB COMMENTS RTY 3 10/25/18 FOR APPROVAL RTY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG Its fast It's free. It's the law. APPROVED FOR CONSTRUCTION PROJECT No: V152000 DRAWN BY: MEG CHECKED BY: RTY DATE: 618/18 SCALE: AS SHOWN CAD I.D.: SD2 PROJECT: FINAL SITE PLAN {� (FOR �IZ��,%�i.JJl•11 ILL �BWCK 4A AND 41D APARTMENTS LOCATION OF SI"I'E ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax (540)349-0321 SHEET TITLE: CON S 1 IRUCTION DETAILS CONCRETE ICURB & GUTTER DETAIL NOT TO SCALE H \1 5\V1 520WDRAW NGS\PLAN SETS\SECT OH 1 .BLOCK 4A AND 4B F NAL S TE PLANW152000SD2 DWG PR NTED BY DREARDa4 10 25 18 G 8 04 PM LAST SAVED BY EVAN NEW MAPI CONCRETE SIDEWALK ' ' WAlLK DETAIL AIIL NOT TO SCALE SHEET NUMBER. C-902 MONOLITHIC CURB AIM, D SIDEWALK DETAIL TAIIL NOT TO SCALE ES: 1 REFER TO ARCHITECTURAL DRAWINGS, SHEET A52 01, FOR TRASH ENCLOSURE PLAN COMPLETE DETAIL OF TRASH ENCLOSURE. RIOT TO SCALE I AST L R1N VIEW WESTERN VIE , HOPPER DOOR 5/4 X 9-1f4" FIBER CEMENT TRIM SiM X 5 1.r4 FIB CEMENT `iRild FIBER +C NI NT PANEL ON r-URRIPM STFUP3, 5N X 11,11* FMER CPJAEMr tRdh1 GROUND i VEI V' GROUND LEVEL LIGHT FIXTURE �r 5/4 X 5-112" ' FIBER CEMENT TRIM FIBER CEMENT PANEL ON �r FURRING STRIPS IFUMI 55/4 X 11-1/4" FIBER ------------- CEMENT T� R VC 1 SOUTHERN VIE, W 5/4 X 6-1/4" FIBER CEMENT TRIP.'{ — — - _ MK TRUSS BR. G 101-1 10 514 X 5-1/2" -- FIBER CEMENT TRIM FIBER CEMENT PANEL ON FURRING STRIPS 5/4 X 11-114" FIBER (CEMENT TRIM m- - - --- GROUND LEVE_ L }, NORTHERN VIEW TRASH ENCLOSURE DETAIL NOT TO SCALE NOTES: 1. REFER TO ARCHITECTURAL DRAWINGS, SHEET A52 01, FOR COMPLETE DETAIL OF TRASH ENCLOSURE MINIMUM 4" COMPACTED STONE BASE PACTED SUBGRADE NOTE: 1 CONCRETE TO BE 3000 P S 1 AT 28 DAYS D1L7�IlPSTER/TI ASH COMPACTOR PAD DETAIL I TAIIIL NOT TO SCALE co 3,000 P.S I ASPHALT OR CONCRETE AS—� DETERMINED BY TRAFFIC SURFACE_ J JJJJJJ JJJJJJJJ JJJ_' ' ' 1JJJ JJJ. 1JJJ JJJJ JJ JJJ_ 1JJJ JJJJJJJ�JJ JJ�JJ EX. WATER OR STORM PIPE 10'-0' 18" SQUARE CONCRETE ENCASEMENT (3000 P.S I CONCRETE) TRAFFIC RATED CLEANOUT COVER 2" ASPHALT OR CONCRETE 4" SEWER CLEANOUT CA SAND CUSHION 3000 P S I. CONCRETE 6" PVC ENCASEMENT PIPE TRAFFIC RATED I D CLEA .OUT DETAIL NOT TO SCALE CONCRETE FILL TO BE ROUNDED FOR PROPER RUN OFF 4" DIAMETER STEEL PIPE FILLED—',, W/ CONCRETE PAINTED TRAFFIC YELLOW AND EMBEDDED IN CONCRETE BASE C? v TOP OF ASPHALT OR CONCRETE SLAB I- 3000 PS.I. CONCRETE—�,__rrr rrr—r:-r `.- '�••:.' rrr ,-. 0 I NOTE: "=III=111EzIII II,—. T 1- SEE SITE PLAN FOR LOCATION(S) T-6" MIN. BOLLARD DETAIL NOT TO SCALE ONCRETE ENCASEMENT REQUIRED WHERE CLEARANCE BETWEEN SANITARY SEWER PIPE A AND WATER OR STORM PIPE IS LESS THAN 18" EITHER ABOVE OR BELOW SANITARY SEWER, 19-0" CLASS "C" CONCRETE :. :g ENCASEMEP I d •e- ® SANITARY PIPE ONE L MIN CONCRETE ENCASEMENT I NT DETAIL i TAI]L NOT TO SCALE ED GRADE 12'' EX WATER C R STORM PIPE 1 SECTION A -A -REFLECTIVE ALUMINUM LEGEND AND BORDER - GREEN WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND - WHITE TYPICAL AT ALL ADA SPACES THIS SIGN TYPICAL AT ALL "VAN ACCESSIBLE'' PARKING SPACES PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW GALVANIZED "U" CHANNEL POST 4" DIA. SCH. 40 GALVANIZED STEEL PIPE BOLLARD PAINTED OSHA YELLOW FILLED WITH CONCRETE -PAINT CONCRETE BLACK AFTER CURING AT ASPHALT LOCATIONS PSI CONCRETE NOTE:I : ONE AT EACH ADA SPACE WHERE ADA SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES IILLAIRD MOUNTED ADA PARKING G SIGN DET TEST PIT (TO BE HAND OF CONFLICTS (3' MIN.,, EACH SIDE, CHECK LOCAL STANDARDS), NOT TO SCALE --- CONFLICT EX MAIN t SEE NOTE 4 WATERLINE ADJUSTMENT WATERLINE USING FITTINGS r —" ADJUSTMENT (VERTICAL USING DEFLECTION AT PIPE JOINTS BENDS) (SEE �; (SEE NOTE 4) NOTES: ES: NOTE 3) 1 CONTRACTOR TO COORDINATE WATERLINE ADJUSTMENT WITH APPROPRIATE INSPECTOR, BASED UPON LOCAL JURISDICTIONAL REQUIREMENTS AND FIELD CONDITIONS. 2. CONTRACTOR TO HAND DIG TEST PIT AT ANTICIPATED CROSSING LOCATION TO DETERMINE EXISTING WATERLINE DEPTH, TOTAL WATERLINE DEFLECTION REQUIRED, AND BEST METHOD FOR WATERLINE ADJUSTMENT, 3 VERTICAL BENDS (INSTALLED PER LOCAL STANDARDS). 4. PIPE DEFLECTION AT JOINTS (PER LOCAL STANDARDS) L_ WATERLINE ADJUSTMENT DETAIL cn F u Fd C L F ch z o jO zF OJ ()LL ws�i W J �C D J J:a OU4�O4 c Z-0 0 cn �Z ¢Q� <z< aza ZU wlyLLJ 2:tjQ ip a (1) :E I z z� kH r� z<O > J U—FO�FFF 4— w0w QOOLU rya �d 0 JcnccmcozC) zp-v �O tLi� u O � d P !1 7 zo LL, z `iW ZLu CP1 O ¢¢� LLI C') � � � co 0 4 W O->_ w S � �a c0� -.'3: �: �:J a mu0Lu ww= Z)zcczzza " o� �z�� CQ am REVISIONS REV DATE COMMENT BY 1 8/31118 COUNTY COMMENTS RTY 2 9110/18 ARB COMMENTS RTY 3 10/25/18 FOR APPROVAL RTY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free It's the law APPROVED FOR CONSTRUCTION PROJECT No.: V152000 DRAWN BY: MEG CHECKED BY: RTY DATE: 6/8/18 SCALE: AS SHOWN CAD ID: SD2 PROJECT: FINAL SITE PLAN FOR 1�R%�1�C� 70 /Kj\ H ILL jj� JIBLO 1./Jl � 43''��1AA AND is APAIRTM �l �.rNTS LOCATION OF SITE ROUTE, 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA T. r r I� ENGINEERINGI t 28 BLACKWELL PARK LANE, SUITE WARRENTON, VIRGINIA 20186 Phone (540) 349-4500 Fax (540) 349-0321 C0NSTIRUCT I`i N DETAILS !I A \1 F1\H F�f1f1f11nRAlM11 NrC\PI AN CRC\C•F!•T �•nl 1lFl !l!-4[ dM1 ANn 4R 1 NAI 1 11 OI 51M(1CM nlA PR t•.iTrn RV fiF FA nrm 1n �S 1R ( R n4 P)A I ACT RM/Pn RV FVAH NIF AAN j a Y � A[3 TF- ii r 3 MIN r (22 5' ;'Cr. .rC;Mr'NJND P,tr rR; I "a ,4{IM1J ;I. "IT, t 12 .L',PP•I. v5'IPI'a 3iJi iC'r::IPIG r•�C¢hB 't 3 • MIN I NOTES: i 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". MiNJMUM WALL_ THICKNESS FOR V'AUI..TS CONSTRUCTFD OF MASONARY BLOCK ';HALL. 13F 3. I'I IE �)U,rS'IDL OF TIIE VAUL'I BEL��7W GE�AC�[ SHALL L L C.OATLD WI I'H AN APPR.( L� WATER PROOFING COMPOUND. TYPICAL METER VAULT (Za° METER) NTS FIG. W- 7C TD - 13 c J - .x •s ,� e s " _ a r J ��'� -. •- I ' IP a " b' ON map { d ". �i MINI. 1-� Mt -.I j Vv'.r;t,nari r I C,L- ,srY., n,SF'4',131Y -}- - l. -- ----- ------- - RYP S 4 NOTES: 1. PROVIDE A 6" THICK (SRAVFI. FEED BFNFATH THE METER VAU9 i, 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL 13E 41' , MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MA'SONARY BLOCK SHALL B 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PI,OC:IFING COMPOUND, TYPICAL METER VAULT (1 102°' METER) NTS FIG. W - / B ID-12 EM B EDMEN- SPRING LINE OF PIPE - N0. 68 STONE EMAIICJ ICIG BACKF LL SHALL NOT CONTAIN RUCK MATERIAL LARG::R THAN 5" Ik.I ANY DIMCNS ION - fJTIP.L BACKFILL' (6" _IFTS) THOROU(SHLY CCtJ'v'lP'A,CTED BY --AND 'DR APPROVED MECHA'\IICAL TAMPER --IAIJN`H NG - B CDCING 6" max 4" r-in -FOUNDATION (SHALL BE REOUIjED ` -IEN SO L \1DITCNS ARE UN TABLE I'A I PIPF) r-- I -lTE CUTS IN AREAS �'ITHII'J Ex:ISTING VDOT RIGHT-OF-1�t'P.Y SHALL BE I. CPEfJ BACKFILLED ENTIRELY VVI-H f,C1. 2IA STONE. 2.Ft>R CUCTI_E IRON PIPE THE BO-TCT✓, OF THE TRENCH SHALL BE S---RAPED AND COMPACTED, AND ALL STONES ;EMOVED OR A. 4" BEDDING OF \IO. 68 STUMP S-IALL BE F'RC\/IDED 3.WHERE ROCK. IS ENCOUNTERED PIPE SHAL_ BE INSTALLED ON A f✓INIM-w ram" SEDDI\IG OF NO. STONF TYPICAL SEWER PIPE INSTALLATION IN TRENCH FITS FIG, S - 3 TD-28 NOTE: HYDRA\\T (•.'OUST BE EQUIPPED WITH CHARLOTTES - VILL- - IRCADS WHICII IS --E LOCAL STANEARD -EI\IGTI- OF BRANCH VARIES 6' M H TO 1 0' (270 ) �- I C-, FT, 1B" VAL\/- B01 \ #68 STOIC) 3c"PAIPJ ae ay. j 6" GATE VAI VF II TE= 2500 P S 1 CONCRETE `` o BASE AND THRUST BLO=K A3AII\J'_Tb�" - - UNDSIURBED SIABLE SOIL --EEL PILE 3; 4" THREADED P\CIDS T-+ WHFRJ THE SOII I" DISTl1RFiFD OR WHF MAlhd IPJ ALL INSTALLATh PJ5 A HYDRANT IS LOCi\TED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED -HE VALVE T-+ THE HYDRAPJT WITH , - 3/4" OR ASPHAL- CC'ATE: --IP,EADE ?O 'S 1\4 AD ITION TC POI RING CONCRETE IF NECESSAR , A STEEL FILE SHALL BE U-SED AS ACD TIO\.JAL SUPPORT r\I c>T 1 SURRGUND WEEP SOLES WITH -1RAVEL AI\ID PEEP FREE 0-- CONCRETE ? MAI\T.AIN A 3' MIN CI7VER FR0,M THE MAIN -O THE F RE HYDRANT ( INCLUD Pd5 DITCHES ) 3 FI'.ISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRAN- AxD VALVE BOX 4 THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS \OT ALLOWED II\J THE DITCH 5, FIRE HYDRANTS SHALL BE IIVSTALLEC AT _:)CATION= 'AIHERE WEEP -IOLES ARE ABOVE -T-E PREVAIHNG GROUHUNATEF=LEVATION IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND --1E HYDRANT SHALL 3E PUMPED DRY, TYPICAL FIRE HYDRANT ASSEMBLY DETAIL "TS FIG. A` 4 TD-i GOOD FOUNDATION IVIATLRIAL ROCKY FOUNDATION MATERIAL INITIAI RACKFII RFDDING 8. STONE STABLE SOIL R-D } SCRAPE THE BOTTOM OF THE TRENCH. REh/IOVE ALL STOI\,IES TO II'1S IRE TI-E IPE DOESN'T REST O\1 ROCK AND -I ICIJ COMPACT TI IC SO L CR F'F;C)`JIDC A 4' BEDDING OF #68 STONE. FOIJ[` RATION IN POOR SOIL UNDER - CIJT CONDITION INI-IAL E' ACK=1L HN`�TABLE SC1L� GRANULAR FILL AS APPROVED BY A\�:S,A. I\I OT E #6 8 STONE STAPLE SOIL OR ROCK' 1. NC ROCKS SHALL BE ALLOWEC 'vVI-HIN 4" OF THE WATER LII\JES. rJO R0CK< I A R G F R T I A N 6" I ( I AN" DI.MF1\1;10 N `�I I A I I RF Al 1 c1V r- ABOVE THE IfJITIAL 3 AC K.=ILL. S'"TH- INIT /`1 B;�Ch:F LL SH ,LL BE P-ACED AND ''_-UM�A P'_-TED II'J 6" LIFTS. 4 NC CRCArJiC U FROZEN MATERIAL OR, DEB=CIS SHALL BE nLLO'J FD IN THE TRENCH. BELL HOLES EHALL BE DUG OUT II\I ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. 'dy ? TD - i PLACE 5' GALVAtJ1-7ED WITIJESS F'CST WITH CAP-'ED ENDS PAINTED BLUE IN REMOTE AF\EAS AS D RECTED. MARKER _OCA-ION 1`AAY BE ;l_IBJEC T,=I H GHWAY DEPARTMENT APPROVAL 7 i FIN SHED GRADE i� ti c € .. ADJUSTABLE 'VALVE BOX: W/ LID L�� G � I n� a M.J. GA-E 'VALVE J I al - � �' .-� T E R LINE U-4 ! �i _j I ,. --+ 2500 D.S.I. C0NC_RETE ' d E'x 2' ELAPINGAREA. THP,JST B_OCI. 4 \, c- A N01E IN AREAS VALVE 13J!ES SHA_L EXIEND 51: ',6) NCHE`- ABOVE C,F:A TYPICAL GATE VALVE NTS FG. W - 5 TD-8 �X =(-)R ALL B ENDS L r I0r,j I-� 4 rn.jx 2 L 45 / I Ti�iX PLUG r ° � € J ' J i FOR TEE RJR WYE FITTIHGS WID-N TRENCH -O A C COVIIU,ODA__ ANCHOR IF \ REQUI PE D. IrJ:� As J I R C D PIPE DEGP\=E BEND DIMEPJSIOI S VGL. TEE AhJD PLUGS vOL. SIiF C'F lFEE I) CU.YD FEE l) CU.YD. SEND II j T L �i T )0 _'.50 2.50 1 3.01 0.24 �' & 6" 45 �.00 ?-?5 j 7 nC 0 15 22 1I2 1.50 2.00 5-, 0.10 00 _.25 2 .D0 0.15 11 /4 1 1.50 2.00 1 2 5(__0.10 90 I 3.56 3.1 E 3.21 0.43 ll 45 ?.56 2,66 I 2.77 0.25 C 22 112 1 1.56 2.1E I '.69 0.13 3.16 2.91 2.66 0.32 11 . /4 1.6C. 2.1C j 2 67 0.13 90 4.33 ; 3.83 I 3 42 0.83 10" 0 12, 45 3.33 3.58 2.95 0.43 3.83 1.00 2.83 0.3 21 112 ?.33 2.58 2 86 0.24 I1 /4 1 83 ; 2 33 j 2 84 0 18 1. THRUST RIOCKS AR:: RFC,IIIRFD \AIHFhJF`JFR THE PIPFIINF : CHA'\1GFS DIRFC-I0N, C-AN, SI_E, DEAD EIJD AND AT VAL'�ES. i IJSE 2500 P.S.I. COh•ICRETE. 3. NO 'ONCRETE SHALL BE POI -RED ON Af\1' PART OF TI-E JCI`dT. 4. HL CONSULIINC, ENGNEEP SHALL 3E RESPON71BLE 10 HE V-RIFY HE IYPE SIZE P ALL THRI_ST BLOCKS. CONCRETE THRUST BLOCKS f ITS FIG. VV- 3 TD- PIPE SLOT (2 PLACES) I� COVER LIFT NOTCH 12 3/8" NOTES: (1) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID. TYPICAL AL METER BOXES (5/8 1" METERS) NTS FIG. W 7 TD-10 CL U� �1rWz P4 J� cc 0 a0 Z O 1wa 1~ �+ � 'r 0 F a LL 04 � - �r = O w w�=g aa o �� .�P4�Oa,<_(oA❑a ai **♦�b 10`� 15 Z 0zI a❑ Za aw= >, r� za w,w�a�c� w o� 13 av~i?',wYZZ> `J� � >w=00w 2D] �2w¢2< Ca t- 0 � I-- z ,Z r, � ~ 0O u�z N wOw a00w J cn CO to Z CJ L 0 0 a a E, z � rl r S❑ wr ¢ :W5 Z sQ O CIO /� 01 wcJ7�w �ZZOOw i-, k� ¢ w 0 > l wwOwww= ❑zmzzzw a"�, F� Pz zcr) REVISIONS REV DATE COM M ENT BY 1 8/31/18 COUNTY COMMENTS RTY 2 9/10118 ARB COMMENTS RTY 3 10/25/18 FOR APPROVAL RTY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. Its free Its the law. APPROVED FOR CONSTRUCTION PROJECT No: V152000 DRAWN BY: MEG CHECKED BY: RTY DATE: 618/18 SCALE: AS SHOWN CAD I D : OD2 OF PROJECT: FINAL SITE PLAN FOR �pJLj JL9O \ PILL APARTMENTS LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE WARR;ENTON, VIRGINIA 20186 Phone. (540) 349-4500 Fax (540) 349-0321 WATER .AND SEWER UTILITY DETAILS SHEET NUMBER: -904 H \15\V152000\DRAW NGS\PLAN SETS\SECT ON 1\BLOCK 4A AND 4B F NAL S TE PLANW152000OD2 DWG PR NTED BY DREARDON 10 25 18 @ 8 05 PM LAST SAVED BY DREARDON SIZE BRANCI VALVE THE WATER MAIN WATER VAPIFC .J. PLUG 1\VU Y11L YL TO TEE (COAT RODS WITH BITUMINOUS PAINT) ON-LINE (TYPE "B") VARIES THREADED COUPLING PVC NIPPLE AND CAP PVC SLEEVE - Or o BRASS NIPPLE AND CAP I LUBRICATE ALL THREADS THRUST BLOCK `O METER BOX (SEE FIG. W-7) VALVE OX ' NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS VARIES = VARIES 2p GALV. OR BRASS; PIPE 2" THREADED TAP PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY N TS FI G. W- 8 TD-16 GOOD FOU_ IDATION MATFRIAL POCKY FOUNDATION MATEPIAL IN TIAL BA.'_KF L BEDDING 8 STONE S T A 3 LE SO L RGC K SCRAPE THE BCIT-OM OF THE TRENCH REMCWE ALL STOI\.ES TO INSURE THE PI 'E DOES\.I'T REST CI'J ROCK AND THEIR C(DNIPAC THE SOIL OR PROVIDE A 4" BEDDINCS OF 463 STONE. FOUNDATIOhl IN POOR SOIL UNDFR - CUT CONIDITIOf\I INITIAL _'ACKFILL-4'IMIN UNSTABLE all SCIL-,-_mIr` Rr41I�l __ MIfit� MIN 4 E ;I0\,IE GRANULAR FI_L AS \\ --- A=='RO`✓FD f3`r ACSA /R G/" £� . TABLE SOIL OR RO STABLE SOIL OR NOTE 1. NO ROCK` ';HALL BE A_LC�1/ED 'vVl—Hire 24" CF —HE WATER LINES. NCI .AI GI, R I H _\N 6" 11"d ANY HAI RF Al 0 VF1, A3CVE THE INITIAL BACI<;=ILL. 3.T-lE I'JIT AL BACKFILL SHP\_L BE PACED AND COMPACTED IN 6" LIF—S. 4 NO ORGAHIC OF =R07EN MATE?IAL OR DEBP,15 SHALL BE ALLOWED IN —HE TRErJCI- S. BE_L HOLES SHALL BE DUG OUT 1\1 ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W - 2 TD-2 VCOT '\10 1 STC,r,IE BEDDING SECTION A -A NOT TO S ALE I, LENGTH (VARIES) KAAT('1 - ,Ic rl 1, GD(lrll r MATERIAL ELEVATION NOTE: �' HEH BEDRGCK IS EI`1COUNTEFED ANC COVER, EQUALS OR EXCEEDS 3', --IE TR=NCH SH/\L- E•E =•,ICI FILLED WITH __CMPA-__TEC 21A STONE AND TOPPED WITH 19" 0= VD()T CLASS 1 RIPF:AP WATER TYPICAL STREAM CROSSING I\ I S =1G W- 1? TC - ?0 FAME & COVER SEE FIG S-1-1), E S I RLE I SURFi\(_L OR NON -PAVED AREA ')LO ED ARE^ - I^ RL B IR COA-ED STLEL STEPS MA^ CAST IN PLACE �— P ECAST :�EI\IFOR.'-_ED CDI\JCRETE SECT CNS WITF "0" R NG SEALS OF: APPROVED ECUAL l 3' - 0° MIN T-iE DROP CONNECTION SHA-L BE © DU(_ I ILL IRON PIJE (CLASS S ; d S° BACKFILLEC IN 6' LAYERS AND COMPA _TED BY HAND TAMPERS CR 12" MIP1 BACKFII I FC WITH SF F - COMPAC TI\IG ` 1 F " M' '( S TON F Q --- nil NIMUM ELEVATION DIFFER-NCE j 17'�tIN I M.IN gCRC;SS M.H. FROM I\I-ET TO VANE$ In, 01-TLET SHALL BE 0.20 FEET FILLETED INVERT =0R ,? SlvIOC-H p �� , p TRA,ISITION CF FLOW BETWEEN 8 a. �_7 INLET & OU-ET IPE SHALL BE $ ROV DE _ e 3 /4 DIA OF LA=;GEST PIPE IN MANHOLE MIP'J 6" BEDDING WITH NO 68 STONE NOTES 1. BECDI'JG THICKP•IESS REQUIREMENTS SHOWN ARE MINIMUM AN-) SHALL BE SPEC;=ICA_LY DET__RMIJED F.Y THE CONSULTAN- FOR T IL SCIL CONDITIONS. 2. THE CO\ISULTANT SI ALL CETER,MINE WI ETIIER MANHOLES SHALL HAVE E)(T-NDED 3-, NOvJ - EXTENDED BASES.. 3. ALL 1C)INTS, LI=T HOLES INLETS, OUTLE-S TO BE SEALED & CP,OUTED II\171L �,I'JD UUI. 4. SPECIAL CCHSIDERATION S-IALL BE G`JE\I FOR ENTRANCE DESIGN ON SEWE:�S 'NTH STEEP S_OPES. TYPICAL ViANHOLE WITH DROP CONNECTION NTS FIG. S - I -C TC - 24 cv E � \m w O Jrn - 0 u U Y U v a. Ij-'- F D,AI'AE & 1_O'V`E P (SEE F G. S. 1 D.Ej SCOFED AREA S—P,EET SURFACE CR IC -)I - PA\/ED a.EA rvl A X - 0.'�� tl RUBBER COATED STEEL I FPS (-,;5 I IN PLA(_E 4 PRECAST REINFC?CED "0" RIf,dC S-ALS T\A I kl I �/I UM E L E \J A T I (-) r l DIf- FERLI\I -- ACR_,_,`_ 11.1 I.S'' 4' - 0" L FROM IPJLET TC 0U-1_ET SHALL BE 0. %0 FEET. DEPTH -F FLO�U' `�ONC=;ET `U'AF.IES CHANN-L TO BEFILLETS 3i 1 DIAP07TER O- CC'rd1HRIBU IN1� T SEYlER. A A FILLETED I HIV-RT FOK; A SMOOT � � ° TRANSITlC)N OF FLOVW' B E-WEEr1 II',�LET & C'I,TLET PIF- SHALL BE - P ROVIDED. fv11 `,I. r " B-DDII`,1G NO _ �V/ kO. 68 STOGIE I . 3 EDDING THIC r/;r\ ESS RFQ.,UI REI`/ F1',IT SH(<)' jf'\l IS MlIN1UN1 AR D SHALL BE P= IFIt ALLY D= I-RMIfJ=? BY I I I C0"d U L I Ar\I I I-C>1FI--iE SC)I_ CC_,NDIT F_)kIS. I HL C_()N'_d1_ I AN I b%IILL DL LRMIrJL VVHL I HLR UiANHOLL` `_)HALL HAUL FXTFF\IF)FF) CC,, N )r'1 - -_XTF`,1F,FF_) F,)ASF . 3 AL_ JC'INTS, LIFT HOLES, Ir•J_ETS• OUTLETS TC BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE - IN r,..T. S FIG. S - I - A TD- 21 In r_ wV) w� J J L E Li E vi In w `J w J Oa Q E �w r E �U vNU J ¢ Om vQID _ 11 co 1= \ E N7 u tiE E co Lu > 0 0 Ir 0 o f < E r _O E O (/� d Y O Q N) 07 " Ln A Z (� NLn LoW)a( V N o L N u C9 UJ `D W 0 _ a �o d "�'Z E i- 0 _ u E N � E \E Lm � u u Q ¢ O 0E �E �rn \ti oLt f `n E o w CD co N r• '--' CA N u N 00 u I'] N LL TYPICAL MANHOLE FRAME & COVER un m 0 0 ca O m a Y va E N N.T.S FIG S-1-D TD-25 00 F[ millI r\I I'•!LL JJ J L LL BAI\ID WATER MAI FSI CONC. BASE =r\. U H SLOPED TO F_O`JV d A rJ [\,I E L 1 14 ''. 1 N1 I r,.l 3 RANC -1 _.-I —ECTIOI\ S TO EXIST NG MANHOLES SHALL BE CODIED AND A FLE>:IB-C C=C'y JrJC =TI -)f l [,"-,'(-)T " NSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN rJT S TD- 23) VARIES RGJIR!-t11VGU JVIIV I rl I IIIVbJ TO METER BOX (SEE FIG. W-6A THRU W-7E). ES 2"COPPER 2" CORP. STOP PLUG THREADED FOR 2" COMPRESSION FITTING NOTES: • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THEACSA. • 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 N TS FIG. W-6C TD-12 CL REVISIONS REV DATE COMMENT BY 1 8/31/18 COUNTY COMMENTS RTY 2 9110/18 ARB COMMENTS RTY 3 1 OJ25/18 FOR APPROVAL RTY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast It's free It's the law APPROVED FOR CONSTRUCTION PROJECT No.: V152000 DRAWN BY: MEG CHECKED BY: RTY DATE: 618118 SCALE: AS SHOWN CAD I.D.: OD2 PROJECT: FINAL SITIE PLAN FOR BROOKFU L,L BLOCK 4A AND 4 B APARTMENTS LOCAT10N OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phione (540) 349-4500 Fax (540)349-0321 WATER AND SEWER UTILITY DETAILS SHEET NUMBER: H \15\V152000\DRAW NGS\PLAN SETMSECT ON 1\BLQCK 4A AND 4B F NAL S TE PLAN\V152000QQ2 DWG PR NTED BY GREAROON 10 25 18 C B 05 P N LAST SAVED BY DREARDON H \15\V152000\DRAVV NGSIPLAN SETS\SECT ON 1\BLOCK 4A AND 4B F NAL S TE PLAN\V152000OD2 D"n PR NTED BY DREARDON 10 25 18 C 8 05 P 61 LAST SAVED BY DREARDON LANDSCAPE SPECIFICATIONS NOTE: TREE STAKING TO BE REMOVED X AFTER 2 GROWING SEASONS d d 1. SCOPE OF WORK: 9. PLANTING ONLY TREES WITH ONE MAIN LEADER THE LANDSCAPE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING, FINISHED GRADING, SOIL A INSOFAR THAT IT IS FEASIBLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY IN THE EVENT SHALL BE PURCHASED. DO NOT PRUNE do ° d O a 0 d ° F ' w PREPARATION, PERMANENT SEEDING OR SODDING, PLANTING AND MULCHING INCLUDING ALL LABOR, MATERIALS, THAT THIS IS NOT POSSIBLE, LANDSCAPE CONTRACTOR SHALL PROTECT UNINSTALLED PLANT MATERIAL, TREE AT PLANTING UNLESS DIRECTED GO z o TO BY PROJECT LANDSCAPE ° � ® z w � J O � TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT, UNLESS OTHERWISE CONTRACTED BY PLANTS SHALL NOT REMAIN UNPL ANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY. PLANTS ARCHITECT � u THE GENERAL CONTRACTOR, THAT WILL NOT BE PLANTED FOR A PERIOD OF TIME GREATER THAN THREE DAYS SHALL BE HEALED IN WITH e4 `" = o a LL TOPSOIL OR MULCH TO HELP PRESERVE ROOT MOISTURE DO NOT STAKE OR DO NOT WRAP TRUNK , ° w a g FOLD BURLAP AWAY FROIVI TOP OF � i� - a L 2. MATERIALS WRAP TRUNK ROOT BALL REINFORCED RUBBER HOSE ° d ° ONLY TREES WITH ONE MAIN LEADER z b � u a ¢ O ao A, GENERAL -ALL HARDSCAPE MATERIALS SHALL MEET OR EXCEED SPECIFICATIONS AS OUTLINED IN THE STATE B. PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN (1/2" DIA.} ° SHALL BE PURCHASED. DO NOT PRUNE R U a, * * -#0 0 DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS. WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE PREPARE WIDTH OF SET ROOT BALL FLUSH TO GRADE OR 12 GAUGE GALVANIZED GUYS d TREE AT PLANTING UNLESS DIRECTED (n (n Fri PLANTS SHALL NOT BE INSTALLED IN TOPSOIL THAT IS IN A MUDDY OR FROZEN CONDITION. d TO R E PROJECT LANDSCAPE ARCHITECT 2 B, TOPSOIL - NATURAL, FRIABLE, LOAMY SILT SOIL HAVING AN ORGANIC CONTENT NOT LESS THAN 5%, A PH RANGE PLANTING HOLE 6 FT SEVERAL INCHES HIGHER IN c, d 2" DIA HARDWOOD STAKES 2/3 TREE HT BETWEEN 4 5-7.0. IT SHALL BE FREE OF DEBRIS, ROCKS LARGER THAN ONE INCH (1 OR TWICE THE WIDTH POORLY DRAINING SOILS "), WOOD, ROOTS, VEGETABLE C ANY INJURED ROOTS OR BRANCHES SHALL BE PRUNED TO MAKE CLEAN-CUT ENDS PRIOR TO PLANTING 2 PER TREE SET ROOT BALL FLUSH TO GRADE Z o z MATTER AND CLAY CLODS. UTILIZING CLEAN, SHARP TOOLS ONLY INJURED OR DISEASED BRANCHING SHALL BE REMOVED OF THE ROOT BALL; OR SEVERAL INCHES HIGHER IN �T� X r a a a 4 w 4" BUILT-UP EARTH SAUCER EXISTING GRADE WHICHEVER IS POORLY DRAINING SOILS. O c l r z `� s GREATER 3" THICK LAYER OF DARK _ rD I z w a C. LAWN ALL DISTURBED AREAS ARE TO BE TREATED WITH A MINIMUM SIX INCH (6") THICK LAYER OF TOPSOIL, OR D. ALL PLANTING CONTAINERS AND NON -BIODEGRADABLE MATERIALS SHALL BE REMOVED FROM ROOT BALLS PREPARED SOIL FOR TREE Z V4 `" w w m � r AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT, AND SEEDED OR SODDED IN ACCORDANCE WITH THE DURING PLANTING. NATURAL FIBER BURLAP MUST BE CUT FROM AROUND THE TRUNK OF THE TREE AND FOLDED G- BROWN DOUBLE SHREDDED 1 PART PEAT MOSS Ei Ps J ~ = uu III -III- 3" THICK LAYER OF DARK � � ,_., a � z z 5 PERMANENT STABILIZATION METHODS INDICATED WITHIN THE SOIL EROSION AND SEDIMENT CONTROL NOTES. DOWN AGAINST THE ROOT BALL PRIOR TO BACKFILLING. PREPARED SOIL FOR HARDWOOD MULCH 1 PART COW MANURE _ w o o w w a BROWN DOUBLE SHREDDEDCID1,1. LAWN SEED MIXTURE SHALL BE FRESH, CLEAN NEW CROP SEED. TREES 1 PART PEAT MOSS 1 3 PARTS TOPSOIL HARDWOOD MULCH z O = O _ 1 2. SOD SHALL BE STRONGLY ROOTED, WEED AND DISEASE/PEST FREE WITH A UNIFORM THICKNESS, E. POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE PLANS AND SECURE THE APPROVAL PART COW MANURE 3 BEFORE PLANTING ADD 3 TO 4" I I - O _ D = J Z) � z OF WELL -COMPOSTED LEAVES = I I- rj - z w O w a 0 0 w 1 3, SOD INSTALLED ON SLOPES GREATER THAN 4:1 SHALL BE PEGGED TO HOLD SOD IN PLACE OF THE LANDSCAPE ARCHITECT PRIOR TO EXCAVATING PITS, MAKING NECESSARY ADJUSTMENTS AS DIRECTED PARTS TOPSOIL UNDISTURBED SUBGRADE - - 4" BUILT-UP EARTH SAUCER rn z m cn z v DO - = 4 C`�1 ` ,`1_ OR RECYCLED YARD WASTE TO _ - BEFORE PLANTING ADD 3 TO 4" OF0 Z D MULCH THE MULCH AROUND THE PERIMETER OF THE BUILDING SHALL BE A 3" LAYER OF DOUBLE SHREDDED F PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, THE PROPOSED LANDSCAPE, AS SHOWN ON THE T-II III ` �', u h "xM _ �' BED AND TILL INTO TOP 6" OF -, i I ` - _ w " ` `�'" "' * I I -I I h-I I WELL -COMPOSTED LEAVES OR RECYCLED j � O P✓ BLACK CEDAR MULCH ONLY. ALL OTHER AREAS SHALL BE MULCHED WITH A 3" LAYER OF DOUBLE SHREDDED APPROVED LANDSCAPE PLAN, MUST BE INSTALLED, INSPECTED AND APPROVED BY THE APPROVING AGENCY, =1 I I- I I -I I (=1 11- PREPARED SOIL _ _ I I =� YARDWASTETOBED AND TILL INTOTOP 6" [� DARK BROWN HARDWOOD BARK MULCH, UNLESS OTHERWISE STATED ON THE LANDSCAPE PLAN. THE APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS _I I I- _ -III- I _ _ _ OF PREPARED SOIL. p FOLLOWS. THE PLANTING OF TREES, SHRUBS, VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE UNDISTURBE I I = - - - - _- 4-6" DEEPER THAN ROOT BALL I I -I I=I - _ (� I=� I rU O O a E FERTILIZER FOLLOWING PLANTING SEASONS: SUBGRADE - - - - -I _-I I I -I I - _ III -III- I,=III=I I (-I I �- - I (-) (I REMOVE THE TOP 1/3 OF THE WIRE BASKET `� } w Q =1 III -III -III -I I-III=1 REMOVE THE TOP 113 OF THE WIRE BASKET (jr_--I I I-' "'-' IF PRESENT. ANY AND ALL TWINE SHALL BE O w � a � z % _ 1.1. FERTILIZER SHALL BE DELIVERED TO THE SITE MIXED AS SPECIFIED IN THE ORIGINAL UNOPENED STANDARD 1.1 PLANTS: MARCH 15 TO DECEMBER 15 �-III=III- I-'' IF PRESENT ANY AND ALL TWINE SHALL BE 12' z _j z- Y Y w a 6 g DIG WIDE, SHALLOW HOLE-.I-�,.- REMOVED FROM THE TREE BEFORE �% W w C7 � X � W '- BAGS SHOWING WEIGHT, ANALYSIS AND NAME OF MANUFACTURER. FERTILIZER SHALL BE STORED IN A 1.2 LAWN: MARCH 15 TO JUNE 15 OR SEPT. 1 TO DECEMBER 1 REMOVED FROM THE TREE BEFORE WEATHERPROOF PLACE SOTHAT IT CAN BE KEPT DRY PRIOR TO USE. WITH TAMPED SIDES BACKFILLING BURLAP SHALL BE FOLDED TAMP SOIL SOLIDLY AROUND BACKFILLING BURLAP SHALL BE FOLDED a w 0 0 o w o 1.2 FOR THE PURPOSE OF BIDDING, ASSUME THAT FERTILIZER SHALL BE 10% NITROGEN, 6% PHOSPHORUS AND G PLANTINGS REQUIRED FOR A CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED DURING THE NEXT TAMP SOIL SOLIDLY AROUND BACK INTO PLANTING HOLE BASE OF ROOT BALL BACK INTO PLANTING HOLE � � c w o w � w = � ® a b 4% POTASSIUM BY WEIGHT A FERTILIZER SHOULD NOT BE SELECTED WITHOUT A SOIL TEST PERFORMED BY APPROPRIATE SEASON AT THE MUNICIPALITY'S DISCRETION CONTRACTOR SHOULD CONTACT APPROVING BASE OF ROOT BALL SET ROOT BALL ON FIRM Dzmzzz� � A CERTIFIED SOIL LABORATORY AGENCY FOR POTENTIAL SUBSTITUTIONS. SET ROOT BALL ON FIRM ! , �0 * PAD IN BOTTOM OF HOLE PAD IN BOTTOM OF HOLE F PLANT MATERIAL H FURTHERMORE, THE FOLLOWING TREE VARIETIES ARE UNUSUALLY SUSCEPTIBLE TO WINTER DAMAGE, WITH REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT X CID 11 ALL PLANTS SHALL IN ALL CASES CONFORM TO THE REQUIREMENTS OF THE''AMERICAN STANDARD FOR TRANSPLANT SHOCK AND THE SEASONAL LACK OF NITROGEN AVAILABILITY, THE RISK OF PLANT DEATH IS NURSERY STOCK" (ANSI Z60 1), LATEST EDITION, AS PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE GREATLY INCREASED, IT IS NOT RECOMMENDED THAT THESE SPECIES BE PLANTED DURING THE FALL PLANTING EVERGREEN TREE PLANTING DETAIL TREE PLANTING ON SLOPE DETAIL ASSOCIATION. 1.2 IN ALL CASES, BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES FOR ANY AND ALL PLANT MATERIAL 1.3 PLANTS SHALL BE LEGIBLY TAGGED WITH THE PROPER NAME AND SIZE. TAGS ARE TO REMAIN ON AT LEAST SEASON: ACER RUBRUM PLATANUS X ACERIFOLIA BETULA VARIETIES POPULOUS VARIETIES CARPINUS VARIETIES PRUNUS VARIETIES NOT TO SCALE NOT TO SCALE ONE PLANT OF EACH SPECIES FOR VERIFICATION PURPOSES DURING THE FINAL INSPECTION. CRATAEGUS VARIETIES PYRUS VARIETIES 1.4, TREES WITH ABRASION OF THE BARK, SUN SCALDS, DISFIGURATION OR FRESH CUTS OF LIMBS OVER 1'/d', KOELREUTERIA QUERCUS VARIETIES ONLY TREES WITH ONE MAIN LEADER SEEDING SP�� WHICH HAVE NOT BEEN COMPLETELY CALLUSED, SHALL BE REJECTED PLANTS SHALL NOT BE BOUND WITH LIQUIDAMBER STYRACIFLUA TILIA TOMENTOSA 1016 d SHALL BE PURCHASED DO NOT PRUNE WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES. LIRIODENDRON TULIPIFERA ZELKOVA VARIETIES dd ad TREE AT PLANTING UNLESS DIRECTED 1.5 ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF d TO BY PROJECT LANDSCAPE ARCHITECT 1. MATERIAL: GROWTH: WELL DEVELOPED BRANCHES, DENSELY FOLIATED, VIGOROUS ROOT SYSTEMS AND BE FREE OF I PLANTING PITS SHALL BE DUG WITH LEVEL BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL, DISEASE, INSECTS, PESTS, EGGS OR LARVAE THE ROOT BALL SHALL REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE BACKFILLED IN LAYERS WITH DO NOT STAKE OR WRAP TRUNK ° 1 1 SEED MIXTURE MUST BE COMPRISED OF THE FOLLOWING VARIETIES AND AT 1 6 CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX THE FOLLOWING PREPARED SOIL MIXED THOROUGHLY: ° INCHES (6") ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH (4") CALIPER SIZE • 1 PART PEAT MOSS ° ° ° FOLD BURLAP AWAY FROM THE SPECIFIED COMPOSITION: IF THE CALIPER AT SIX INCHES (6") ABOVE THE GROUND EXCEEDS FOUR INCHES (4") IN CALIPER, THE • 1 PART COMPOSTED COW MANURE BY VOLUME PREPARE WIDTH OF d TOP OF ROOT BALL 1 1 1 80% -TURF TYPE TALL FESCUE SEED CALIPER SHOULD BE MEASURED AT A POINT 12" ABOVE THE NATURAL GRADE •� 3 PARTS TOPSOIL BY VOLUME PLANTING HOLE 6 FT OR ° 1.1.2, 10% - KENTUCKY BLUEGRASS SEED 1.7. SHRUBS SHALL BE MEASURED TO THE AVERAGE HEIGHT OR SPREAD OF THE SHRUB, AND NOT TO THE • 21 GRAM S'AGRIFORM' PLANTING TABLETS (OR APPROVED EQUAL) AS FOLLOWS: TWICE THE WIDTH OF d dd SET ROOT BALL FLUSH TO GRADE 1 1 3. 10%- ANNUAL RYE GRASS SEED LONGEST BRANCH. A) 2 TABLETS PER 1 GALLON PLANT THE ROOT BALL; 41 d OR SEVERAL INCHES HIGHER IN 12 INSTALLATION RATES: 18, TREES AND SHRUBS SHALL BE HANDLED WITH CARE BY THE ROOT BALL. B) 3 TABLETS PER 5 GALLON PLANT WHICHEVER IS GREATER G POORLY DRAINING SOILS. 1 2.1. SEED. LAWN SEED SHOULD BE APPLIED AT A RATE OF 7 LBS/1,000 SF C) 4 TABLETS PER 15 GALLON PLANT 4" BUILT-UP EARTH SAUCER 1.22. LIME. AGRICULTURAL OR PELLETIZED LIME SHOULD BE APPLIED AT 3. GENERAL WORK PROCEDURES D} LARGER PLANTS: 2 TABLETS PER %2" CALIPER OF TRUNK PREPARED SOIL FOR TREES SPECIFIED RATE ACCORDING TO SOIL ANALYSIS OR 2,000 LBS PER ACRE A. CONTRACTOR TO UTILIZE WORKMANLIKE INDUSTRY STANDARDS IN PERFORMING ALL LANDSCAPE 1 PART PEAT MOSS 3" THICK LAYER OF DARK BROWN DOUBLE (416 LBS/1,000 SF) IF NO SOIL ANALYSIS IS PERFORMED. CONSTRUCTION. THE SITE IS TO BE LEFT IN A CLEAN STATE AT THE END OF EACH WORKDAY. ALL DEBRIS, J. FILL PREPARED SOIL AROUND BALL OF PLANT HALF -WAY AND INSERT PLANT TABLETS COMPLETE BACKFILL AND 1 PART COW MANURE SHREDDED HARDWOOD MULCH 1 2 3. FERTILIZER. COMMERCIAL GRADE 12-20-12 SHOULD BE APPLIED AT A MATERIALS AND TOOLS SHALL BE PROPERLY STORED, STOCKPILED OR DISPOSED OF VNATER THOROUGHLY, RATE OF 250 LBS PER PER ACRE (5 8 LBS/ 1,000 SF) 3 PARTS TOPSOIL 1.2.4. LIQUID OR DRY LIME. LIQUID LIME SHOULD BE APPLIED AT A RATE OF 2.5 B, WASTE MATERIALS AND DEBRIS SHALL BE COMPLETELY DISPOSED OF AT THE CONTRACTOR'S EXPENSE DEBRIS K. ALL PLANTS SHALL BE PLANTED SO THAT THE TOP OF THE ROOT BALL, THE POINT AT WHICH THE ROOT FLARE BEFORE PLANTING ADD 3 TO 4" GALLONS PER ACRE OR NEUTRA LIME DRY APPLIED AT A RATE OF 80LB5 REVISIONS REV DATE COMMENT BY 1 8131 /18 COUNTY COMMENTS RTY 2 9/10118 ARB COMMENTS RTY 3 10/25/18 FOR APPROVAL RTY SHALL NOT BE BURIED, INCLUDING ORGANIC MATERIALS, BUT SHALL BE REMOVED COMPLETELY FROM THE SITE, BEGINS, IS SET AT GROUND LEVEL AND IN THE CENTER OF THE PIT. NO SOIL IS TO BE PLACED DIRECTLY ON TOP OF WELL -COMPOSTED LEAVES OR PER ACRE IN AREAS OF ACIDIC SOILS TO ASSURE GERMINATION AND OF THE ROOT BALL. UNDISTURBE _ RECYCLED YARD WASTE TO BED INITIAL ESTABLISHMENT. 4. SITE PREPARATIONS SUBGRADE _ `�,•�:+; ; `y;c .:✓r' •,p Ci:,Sy +i' -- -I'r•:: I-_�-III AND TILL INTO TOP 6" OF 1.2.5 MULCH: WHEAT, OAT, OR BARLEY STRAW MULCH SHALL BE APPLIED AT A A BEFORE AND DURING PRELIMINARY GRADING AND FINISHED GRADING, ALL WEEDS AND GRASSES SHALL BE DUG L. ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS OR DRIVEWAYS SHALL BE PRUNED AND MAINTAINED I- I I=III= I I=I I I=I I I- PREPARED SOIL, CRATE OMPLOETEL C PER 1,000 SF DO NOT GROUND. TOPSOIL MULCH SO THICK VISIBLE IT OUT BY THE ROOTS AND DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES OUTLINED HEREIN TO A MINIMUM BRANCHING HEIGHT OF T FROM GRADE I II-111-11 I I I_ - 4-6" DEEPER THAN ROOT BAIL THROUGH THE STRAW LAYER, • B ALL EXISTING TREES TO REMAIN SHALL BE PRUNED TO REMOVE ANY DAMAGED BRANCHES. THE ENTIRE LIMB OF M. GROUND COVER AREAS SHALL RECEIVE A''/" LAYER OF HUMUS RAKED INTOTHE TOP 1" OF PREPARED SOIL DIG WIDE, SHALLOW HOLEANY DAMAGED BRANCH SHALL BE CUTOFF AT THE TRUNK CONTRACTOR SHALL ENSURE THAT CUTS ARE PRIOR TO PLANTING. ALL GROUND COVER AREAS SHALL BE WEEDED AND TREATED WITH A PRE -EMERGENT WITH TAMPED SIDES =I ( , ; ,� I -III -III= -I I I� I ((, (I REMOVE THE TOP 1/3 OF THE WIRE BASKET IF 2. EXECUTIOPV AND PREPARATION: SMOOTH AND STRAIGHT ANY EXPOSED ROOTS SHALL BE CUTBACK WITH CLEAN, SHARP TOOLS AND TOPSOIL CHEMICAL AS PER MANUFACTURER'S RECOMMENDATION. I =III- t PRESENT. ANY AND ALL TWINE SHALL BE SHALL BE PLACED AROUND THE REMAINDER OF THE ROOTS, EXISTING TREES SHALL BE MONITORED ON A REMOVED FROM THE TREE BEFORE 2,1. A SOIL. ANALYSIS SHOULD BE PERFORMED TO ASSESS THE FERTILITY NEEDS KNOW WHAT'S BELOW REGULAR BASIS FOR ADDITIONAL ROOT OR BRANCH DAMAGE AS A RESULT OF CONSTRUCTION, ROOTS SHALL N NO PLANT, EXCEPT GROUND COVERS, GRASSES OR VINES, SHALL BE PLANTED LESS THAN TWO FEET (2') FROM TAMP SOIL SOLIDLY BACKFILLING, BURLAP SHALL BE FOLDED BACK AND PIH OF THE SOIL. ALL INSTALLATION AREAS SHOULD BE PREPARED TO NOT BE LEFT EXPOSED FOR MORE THAN ONE (1) DAY. CONTRACTOR SHALL WATER EXISTING TREES AS NEEDED EXISTING STRUCTURES AND SIDEWALKS, AROUND BASE OF INTO PLANTING HOLE AGRICULTURAL STANDARD RECOMMENDED BY THE DEPARTMENT OF ALWAYS CALL 811 TO PREVENT SHOCK OR DECLINE ROOT BALL SET ROOT BALL ON FIRM AGRIC ULTURE WITHIN THE STATE WHERE THE WORK IS BEING PERFORMED BEFORE YOU DIG O. ALL PLANTING AREAS AND PLANTING PITS SHALL BE MULCHED AS SPECIFIED HEREIN TO FILLTHE ENTIRE BED PAD IN BOTTOM OF HOLE AGRIC ULTURAL LIME OR PELLETIZED LIME SHOULD BE ADDED DURING THE It's fast It's free. It's the law. C. CONTRACTOR SHALL ARRANGE TO HAVE A UTILITY STAKE -OUT TO LOCATE ALL UNDERGROUND UTILITIES PRIOR AREA OR SAUCER. NO MULCH IS TO TOUCH THE TRUNK OF THE TREE OR SHRUB, REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT. GROUPVD PREPARATION STAGE AT THE RATE RECOMMENDED ACCORDING TO INSTALLATION OF ANY LANDSCAPE MATERIAL UTILITY COMPANIES SHALL BE CONTACTED THREE (3) DAYS ID E C I D U O U S TREE PLANTING DETAIL 2 2. TO SOIIL ANALYSIS. PRIOR TO THE BEGINNING OF WORK P. ALL PLANTING ARE CATIONS AS WATERED EDD IMMEDIATELY UPON INSTALLATION IN ACCORDANCE WITH THE ALL WEEDS AND UNDESIRABLE PLANTS SHOULD BE REMOVED BEFOREVVAAPPROVED FOR PLANTIING BY METHOD OF SPRAYING OR TILLAGE. ANON -SELECTIVE CQNSTRUCTION 5. TREE PROTECTION NOT TO SCALE HERBICIDE CAN BE SPRAYED ONE MONTH PRIOR TO PLANTING TO KILL ALL A. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN, A TREE 10. TRANSPLANTING (WHEN REQUIRED) WEEDS AND UNDESIRABLE PLANTS THAT MAY COMPETE WITH THE NEW PROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE LIMIT OF A. ALL TRANSPLANTS SHALL BE DUG WITH INTACT ROOT BALLS CAPABLE OF SUSTAINING THE PLANT SEEDLINGS. TILLAGE CAN BE PERFORMED AT LEAST 4 WEEKS PRIOR TO CONSTRUCTION DISTURBANCE, WHICHEVER IS GREATER. LOCAL STANDARDS THAT MAY REQUIRE A MORE PLANTIING AND AGAIN 2 WEEKS AFTER THE INITIAL TILLAGE THE TILLAGE PROJECT No.: V152000 STRICT TREE PROTECTION ZONE SHALL BE HONORED. B IF PLANTS ARE TO BE STOCKPILED BEFORE REPLANTING, THEY SHALL BE HEALED IN WITH MULCH OR SOIL, PROCEDURE CAN BE ADVANTAGEOUS IF LARGE AMOUNTS OF ORGANIC DRAWN BY: MEG ADEQUATELY WATERED AND PROTECTED FROM EXTREME HEAT, SUN AND WIND, DEBRIS ARE PRESENT ON THE INSTALLATION AREAS. CHECKED BY: RTY B A FORTY-EIGHT INCH (48') HIGH WOODEN SNOW FENCE OR ORANGE COLORED HIGH -DENSITY 'NISI -FENCE', OR 2.3. PRIOR TO SEEDING, AREA IS TO BE TOPSOILED, FINE GRADED, AND RAKED DATE: 6/8/18 APPROVED EQUAL, MOUNTED ON STEEL POSTS SHALL BE PLACED ALONG THE BOUNDARY OF THE TREE C PLANTS SHALL NOT BE DUG FOR TRANSPLANTING BETWEEN APRIL 10 AND JUNE 30 PR ALL DEBRIS LARGER THAN 2" DIAMETER. SCALE: AS SHOWN PROTECTION ZONE. POSTS SHALL BE LOCATED AT A MAXIMUM OF EIGHT FEET (8') ON CENTER OR AS INDICATED OF PLANT SHALL BE 24 AREAS TO BE PLANTED SHOULD BE ROLLED WITH A CULTI-PACKER, TURF CAD I.D.: SD2 WITHIN THE TREE PROTECTION DETAIL D UPON REPLANTING, BACKFILL SOIL SHALL BE AMENDED WITH FERTILIZER AND ROOT GROWTH HORMONE. FOR SHRUBS, USE FINGER O ROLLER, OR SIMILAR DEVICE TO FIRM THE SEEDBED. THIS PROCESS HELPS TRANSPLANTED AT THE SAME SHRUBS, USE FINGER OR pr GRADE AS IT BORE IN THE SMALL HAND TOOLS TO PULL ACHIEVE THE DESIRED FIRMNESS. SOIL SHOULD BE FIRMED TO 85% OF PROJECT: C. WHEN THE TREE PROTECTION FENCING HAS BEEN INSTALLED, IT SHALL BE INSPECTED BY THE APPROVING E. TRANSPLANTS SHALL BE GUARANTEED FOR THE LENGTH OF THE GUARANTEE PERIOD SPECIFIED HEREINNURSERY PLOT PRIOR TO COMPACTION . � AGENCY PRIOR TO DEMOLITION, GRADING, TREE CLEARING OR ANY OTHER CONSTRUCTION. THE FENCING BALLING AND BURLAPPING. THE ROOTS OUT OF THE OUTER u� ��L ALONG THE TREE PROTECTION ZONE SHALL BE REGULARLY INSPECTED BY THE LANDSCAPE CONTRACTOR AND F, IF `�( LAYER OF POTTING SOIL; THEN FINAL TRANSPLANTS DIE, SHRUBS AND TREES LESS THAN SIX INCHES (6") DBH SHALL BE REPLACED IN KIND. TREES CUT OR PULL APART ANY 3. INSTALLATION: MAINTAINED UNTIL ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETED. GREATER THAN SIX INCHES (6") DBH MAY BE REQUIRED TO BE REPLACED IN ACCORDANCE WITH THE PLANTING MIX: SITE PLAN MIUNICIPALITY'S TREE REPLACEMENT GUIDEL INES. 1 PART PEAT MOSS ROOTS THAT CIRCLE THE D AT NO TIME SHALL MACHINERY, DEBRIS, FALLEN TREES OR OTHER MATERIALS BE PLACED, STOCKPILED OR LEFT 1 PART COW MANURE PERIMETER OF THE CONTAINER 3 1. STRICTLY COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS. STANDING IN THE TREE PROTECTION ZONE, 11. WATERING 3 PARTS TOPSOIL PLANTtNG 3" THICK LAYER OF DARK 32, EQUIPMENT USED TO SPREAD SEED SHOULD HAVE SUFFICIENT CAPACITY TO A. NJEW PLANTINGS OR LAWN AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING MIXTURE WILL CHANGE WITH BROWN DOUBLE HOLD AND AGITATE SEED EVENLY IN A CYCLONE OR DROP PATTERN. FOR 6. SOIL MODIFICATIONS V+VATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO SOIL CONDITIONS SHREDDED HARDWOOD HYDRC)SEEDING MAY ALSO BE PERFORMED WITH THE ��1�� A. CONTRACTOR SHALL ATTAIN A SOIL TEST FOR ALL AREAS OF THE SITE PRIOR TO CONDUCTING ANY PLANTING. THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED WATERING SHALL &12" MULCH ENGINEER/ARCHITECT'S APPROVAL, SOIL TESTS SHALL BE PERFORMED BY A CERTIFIED SOIL LABORATORY. CONTINUE AT LEAST UNTIL PLANTS ARE ESTABLISHED �� FINISHED GRADE 33, SEED WAY NEED TO BE APPLIED AT A HALF RATE IN ALTERNATING ,, B. LANDSCAPE CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO B. SITE OWNER SHALL PROVIDE WATER IF AVAILABLE ON SITE AT TIME OF PLANTING. IF WATER IS NOT AVAILABLE BEFORE PLANTING, ADD 3 TO 4" _ _ _ DIRECTIONS TO ENSURE AN EVEN COVERAGE OF SEED. THE GROWTH OF PLANT MATERIAL SOIL MODIFICATIONS, AS SPECIFIED HEREIN, MAY NEED TO BE CONDUCTED ON SITE, CONTRACTOR SHALL SUPPLY ALL NECESSARY WATER, THE USE OF WATERING BAGS IS RECOMMENDED OF WELL -COMPOSTED LEAVES = I I -III I'-t I I(PLACE SHRUB ON 3.4. LIQUID LIME OR NEUTRA LIME DRY SHOULD BE TOPICALLY APPLIED TO APARTMENTS BY THE LANDSCAPE CONTRACTOR DEPENDING ON SITE CONDITIONS, ROR ALL NEWLY PLANTED TREES. AND RECYCLED YARD WASTE -I I h f I I I -I I I WAINER ITT= FIRM SOIL IN AREAS WITH ACIDIC SOILS TO ASSIST THE SEED GERMINATION AND TO BED AND TILL INTO TOP 6" =1 I I _ 11 LEI I IM I -III BOTTOM OF HOLE VEGETATION GROWTH DURING THE FIRST 90 DAYS. LIQUID LIME SHOULD BE C. THE FOLLOWING AMENDMENTS AND QUANTITIES ARE APPROXIMATE AND ARE FOR BIDDING PURPOSES ONLY, C. IF AN IRRIGATION SYSTEM HAS BEEN INSTALLED ON THE SITE, IT SHALL BE USED TO WATER PROPOSED PLANT OF PREPARED SOIL I ( - = I (=I = I I=III=III = _ _ _ I I- I- APPLIED AT A RATE OF 2 5 GALLONS PER ACRE OR NEUTRA LIME DRY AT A 1= I I=1 I I=1 I I=1 11=1 i IIII„II I I_I 11=1 I= TI I -I I I_I I ICI I I_ RATE OF 80LBS PER ACRE.LOCATION OF SITE COMPOSITION OF AMENDMENTS SHOULD BE REVISED DEPENDING ON THE OUTCOME OF A TOPSOIL ANALYSIS MATERIAL, BUT ANY FAILURE OF THE SYSTEM DOES NOT ELIMINATE THE CONTRACTOR'S RESPONSIBILITY OF REMOVE THE TOP 1/3 OF THE III I I I I, � III=I I I, � ,I - -I I (-I 3.5. FERTILIZER SHOULD BE SPREAD EVENLY OVER THE SEEDED AREAS AT THE ROUTE PERFORMED BY A CERTIFIED SOIL LABORATORY MIAINTAINING THE DESIRED MOISTURE LEVEL FOR VIGOROUS, HEALTHY GROWTH. WIRE BASKET IF PRESENT. ANY III -III -III I III OU 29 SEMINOLE TRAIL RD 11, TO INCREASE A SANDY SOIL'S ABILITY TO RETAIN WATER AND NUTRIENTS, THOROUGHLY TILL ORGANIC 24'MINIMUM UNDISTURBED RECOMMENDED RATE DETERMINED BY THE INITIAL SOIL ANALYSIS IF NO AND ALL TWINE SHALL BE SUBGRADE SOIL ANALYSIS IS AVAILABLE EVENLY APPLY 12-20-12 STARTER FERTILIZER AND STATE ROUTE 643 MATTER INTO THE TOP 6-12". USE COMPOSTED BARK, COMPOSTED LEAF MULCH OR PEAT MOSS, ALL 12. GUARANTEE REMOVED FROM THE SHRUB PRODUCTS SHOULD BE COMPOSTED TO A DARK COLOR AND BE FREE OF PIECES WITH IDENTIFIABLE LEAF A THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTS FOR A PERIOD OF ONE (1) YEAR FROM APPROVAL BEFORE BACKFILLING, BURLAP SOIL SURFACE ROUGHENED AT A RATE OF 250LB5 PER ACRE (5.8LBS/1000 SQUARE FEET), POLO GROUNDS ROAD OR WOOD STRUCTURE. AVOID MATERIAL WITH A PH HIGHER THAN 7.5. OF LANDSCAPE INSTALLATION BY THE APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH A SHALL BE FOLDED BACK INTO TO BIND WITH NEW SOIL. 3.6. A ROLLED EROSION CONTROL PRODUCT CAN BE APPLIED OVER THE TOP OF CHARLOTTESVILLE 12, TO INCREASE DRAINAGE, MODIFY HEAVY CLAY OR SILT (MORE THAN 40% CLAY OR SILT) BY ADDING MAINTENANCE BOND FOR TEN PERCENT (10%) OF THE VALUE OF THE LANDSCAPE INSTALLATION WHICH WILL BE PLANTING HOLE SEED IN STEEP SLOPE SITUATIONS TO HELP PREVENT SEED FROM WASHING COMPOSTED PINE BARK (UP TO 30% BY VOLUME) AND/OR AGRICULTURAL GYPSUM, COARSE SAND MAY BE RELEASED AT THE CONCLUSION OFTHE GUARANTEE PERIOD AND WHEN A FINAL INSPECTION HAS BEEN AND REINFORCE VEGETATION THROUGH ESTABLISHMENT. (FOLLOW REC ALBEMARLE COUNTY, VA USED IF ENOUGH IS ADDED TO BRING THE SAND CONTENT TO MORE THAN 60 /a OF THE TOTAL MIX, COMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. PRODUCT MANUFACTURER RECOMMENDATIONS.) SUBSURFACE DRAINAGE LINES MAY NEED TO BE ADDED TO INCREASE DRAINAGE. REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT 13, MODIFY EXTREMELY SANDY SOILS (MORE THAN 85%) BY ADDING ORGANIC MATTER AND/OR DRY, SHREDDED B. ANY DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED FOR THE LENGTH OF THE GUARANTEE PERIOD. DECIDUOUS AND EVERGREEN 4, MAINTENANCE CLAY LOAM UP TO 30% OF THE TOTAL MIX REPLACEMENT OF PLANT MATERIAL SHALL BE CONDUCTED AT THE FIRST SUCCEEDING PLANTING SEASON ANY DEBRIS SHALT BE DISPOSED OF OFF -SITE, WITHOUT EXCEPTION 4,1. FREQUENT LIGHT IRRIGATION WILL NEED TO BE APPLIEDTO SEEDED AREAS BOHL"R 7. FINISHED GRADING SHRUB PLANTING DETAIL IF NO NATURAL RAIN EVENTS HAVE OCCURRED WITHIN 2 WEEKS OF E N G I N E E R I N G A. UNLESS OTHERWISE CONTRACTED, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE C TREES AND SHRUBS SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION AND THROUGHOUT NOT TO SCALE SEEDING. AFTER SEED GERMINATION HAS OCCURRED AND PLANTS ARE INSTALLATION OFTOPSOIL AND THE ESTABLISHMENT OF FINE -GRADING WITHIN THE DISTURBANCE AREA OF THE THE 90 DAY MAINTENANCE PERIOD AS SPECIFIED HEREIN. CULTIVATION, WEEDING, WATERING AND THE VISIBLE THE FREQUENCY OF IRRIGATION CAN BE CUT BACK WITH HEAVIER 28 BLACKWELL PARK LANE, SUITE 201 SITE. PREVENTATIVE TREATMENTS SHALL BE PERFORMED AS NECESSARY TO KEEP PLANT MATERIAL IN GOOD APPLICATION RATES, CONDITION AND FREE OF INSECTS AND DISEASE. 4.2 REPAIR ALL SEED WASHINGS AND EROSION. WAR honeL (, V) 349- 5 20186 B LANDSCAPE CONTRACTOR SHALL VERIFY THAT SUBGRADE FOR INSTALLATION OF TOPSOIL HAS BEEN PLANT MATERIAL SPACED AS Phone. (540) 349-4500 ESTABLISHED, THE SUBGRADE OF THE SITE MUST MEET THE FINISHED GRADE LESS THE REQUIRED TOPSOIL D LAWNS SHALL BE MAINTAINED THROUGH WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING AND OTHER INCORPORATE 2" OF PEAT INTO 6" OF SPECIFIED. SEE LANDSCAPE Fax (540) 349-0321 THICKNESS (1"t). OPERATIONS SUCH AS ROLLING, REGARDING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH, PLANTING MIXTURE, AS SPECIFIED SCHEDULE FOR PROPOSED SPACING. VA@BohlerEng.com Et7g.COm ACCEPTABLE LAWN, FREE OF ERODED OR BARE AREAS, C ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPT 3'' THICK LAYER OF DARK BROWN DOUBLE U CHANGE OF SURFACE AS DEPICTED WITHIN THIS SET OF CONSTRUCTION PLANS, UNLESS OTHERWISE DIRECTED 13. CLEANUP TH �% BY THE PROJECT ENGINEER OR LANDSCAPE ARCHITECT. A UPON THE COMPLETION OF ALL LANDSCAPE INSTALLATION AND BEFORE THE FINAL ACCEPTANCE, THE SHREDDED HARDWOOD MD CONTRACTOR SHALL REMOVE ALL UNUSED MATERIALS, EQUIPMENT AND DEBRIS FROM THE SITE, ALL PAVED MULCH 5 D. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER IN AND AREAS ARE TO BE CLEANED. FINISHED GRADE AROUND THE PLANTING BEDS. STANDING WATER SHALL NOT BE PERMITTED IN PLANTING BEDS, B. THE SITE SHALL BE CLEANED AND LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER 8. TOPSOILING OR AUTHORIZED REPRESENTATIVE. I ! R N YA R A. CONTRACTOR SHALL PROVIDE A SIX INCH (6") THICK MINIMUM LAYER OF TOPSOIL, OR AS DIRECTED BY THE MINIMUM 6" Vv TOPSOIL :':::; ;;;.' XISTING SUBSOIL LOCAL ORDINANCE OR CLIENT, IN ALL PLANTING AREAS. TOPSOIL SHOULD BE SPREAD OVER A PREPARED _ _ '• "' =• - .p Lic. No. 0402056825 SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS. .� 1 ....�• .t B. ON -SITE TOPSOIL MAYBE USED TO SUPPLEMENT THE TOTAL AMOUNT REQUIRED TOPSOIL FROM THE SITE MAY -III=III-- I -III-III I I IO�fQ10/25/18 BE REJECTED IF IT HAS NOT BEEN PROPERLY REMOVED, STORED AND PROTECTED PRIOR TO CONSTRUCTION. TYPICAL PERENNIAL AND GROUND COVER PLANTING C. CONTRACTOR SHALL FURNISH TO THE APPROVING AGENCY AN ANALYSIS OF BOTH IMPORTED AND ON -SITE TOPSOIL TO BE UTILIZED IN ALL PLANTING AREAS. THE PH AND NUTRIENT LEVELS MAY NEED TO BE ADJUSTED THROUGH SOIL MODIFICATIONS AS NEEDED TO ACHIEVE THE REQUIRED LEVELS AS SPECIFIED IN THE MATERIALS SHEET TITLE: SECTION ABOVE, D. ALL PLANTING AND LAWN AREAS ARE TO BE CULTIVATED TO A DEPTH OF SIX INCHES (6") ALL DEBRIS EXPOSED FROM EXCAVATION AND CULTIVATION SHALL BE DISPOSED OF IN ACCORDANCE WITH GENERAL WORK D= PROPOSED ON CENTER LAND SCAT PROCEDURES SECTION ABOVE. THE FOLLOWING SHALL BE TILLED INTO THE TOP FOUR INCHES (4") IN TWO (O.C.) SPACING �� DIRECTIONS (QUANTITIES BASED ON A 1,000 SQUARE FOOT AREA): DETAILS 1.1. 20 POUNDS'GROW POWER' OR APPROVED EQUAL SEE LANDSCAPE SCHEDULE 1 2 20 POUNDS NITRO -FORM (COURSE) 38-0-0 BLUE CHIP FOR FOR REQUIRED SPACING D D L E THE SPREADING OF TOPSOIL SHALL NOT BE CONDUCTED UNDER MUDDY OR FROZEN CONDITIONS. -y D I � ! t � SHEET NUMBER: TYPICAL PERENNIAL AND GROUND COVER SPACING & LAYOUT C-906 PERENNIAL/GROUND COVER PLANTING DETAIL NOT TO SCALE H \15\V152000\DRAW NGS�PLAN SETS\SEC7 ON 1\BLOCK 4A AND 4B F NAL S TE PLAN\V152000SD2 DWG PR NTED BY DREARDON 10 2518 C 0 05 PM LAST SAVED BY EVAN NEWMAN 460 450 48 450 5 DISTANC � 08J S D EET M}25 MP S1 N SPEED: 30 MPH � 335' SIC. SP HT DISTANC IG E '15 MPH E E� SEE : 30 MPH J -- - - -- ------ - - - --- OBJ EX GRADE � - - � - ' - - - - -- PROP. GRAD i A 6+60 7+00 7+50 8+00 8+60 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 ARCHER AVE INTERSECTION 1 NORTH SIGHT DISTANCE SCALE:1'= 50' HORIZONTAL 1 "= V VERTICAL 335' SIGH1PREE-C MPH OBJ P€ pESIG30 MF 335, SIGHT(�DLISTANC I MPH S E IZ SIG Sp E: 30 MPI7 in�- -- ------- — --- —— -- —— EX. GRADE m _ � PROP. GRADE —� 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 ARCHER AVE INTERSECTION I SOUTH SIiGHT DISTANCE SCALE:1"= 50' HORIZONTAL V= V VERTICAL 111 460 450 460 450 5�.5 0 60 1 "= 50' NOTE;: TREES LOCATED WITHIN THE SIGHT LINES AT THE INTERSECTIONS TO BE LIMBED AS NEEDED TO MAINTAIN REQUIRED SIGHT DISTANCE. � X > V H P Z OZ� �w x� Z N QU' J Q a�i7 N LL Do EL �T� U !�1 ¢Qm ¢Q d <W <c9Z H Qm= � Z Of 25m Y w 0 O W J m V = S J Z w0 W Q OOW ;y Jin CC tDtnZU z W r-4 C! `� O W_ a F^ f. �: ❑ W Y ¢ 'Q w ¢Td Z>-= t=�- ZwJ�QY,Og0� 'tfo C7 d� c0 ¢ W O O 3 � W W c O W W = ✓^,.� �ZmZZZCL Q m I � � n 1-: n REVISIONS REV DATE COMMENT BY 1 10126/17 REVISIONS PER COUNTY COMMENTS RTY 2 3/7l18 REVISIONS PER COUNTY COMMENTS RTY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY: RTY DATE: 3/2118 SCALE: AS NOTED CAD I.D.: PL2 PROJECT: ROAD IMPROVEMENT PLAN FOR POLO GROUNDS ROAD AND BROOKHILL SECTION I LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA§BohlerEng.com TH k* -1. L ok kq RYAN YAUGER 'P .p Lic. No. 0402056625 03/07118 SHEET TITLE: SIGH-1 DISTANN CE PROFILE ARCHER AVE NORTE AND SOUTIVI SHEET NUMBER: m"Imm H-,151V152000,DRAWINGSiPLAN SETSIROAD IMPROVEMENT PLANlV152000PL2 DWG PRINTED BY NIGIBSON 3.0918 @ 309 PM LAST SAVED BY' MCIBSON 4W 450 440 430 420 SPEC�es,y-P4. - �f J l EX. GRAD r M _f / � J p\��Cp30 / PROP. GRADE 081 6+50 7+00 7+50 6+00 8+50 9+00 9+50 10+00 1Q+50 11+00 11+50 12+00 12+50 13+00 13+50 STELLA LAVE INTERSECTION 3 WEST SIGHT DISTANCE SCALE: V= 50' HORIZONTAL 1 "= 5' VERTICAL 50 25 12.5 0 50 1., 50' NOTE: TREES LOCATED WITHIN THE SIGHT LINES AT THE INTERSECTIONS TO BE LIMBED AS NEEDED TO MAINTAIN REQUIRED SIGHT DISTANCE. 460 450 440 430 420 — ti � z oo W ZC z ofC) ro w d Q Z Q uZrl] aQ2 }Z2 r .. Jim 2>D � QU) wZ Z> Rt�t �L.0OWW� 22m T2 SOO �Z) ZZ WOW QOOW � m fr M W Z O > Y 77 P o 0 y a a W C7 Z Z�gYYwQ W (q ir cr ¢WoOQWa r�Tj c~n�m��-a-1 awowwwm >fit DZmZZZa rf; rf 00 R ENJSIONS REV DATE COMMENT BY 1 10/26/17 REVISIONS PER COUNTY COMMENTS RTY 2 31711$ REVISIONS PER COUNTY COMMENTS RTY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. - NOT APPROVED FOR CONSTRUCTION PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY: RTY DATE: 3l2I18 SCALE: AS NOTED CAD I.D.: PI-2 PROJECT: ROAD IMPROVEMENT PLAN FOR I POLO GROUNDS ROAD AND BROOMILL SECTION I LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA ]LBOHLER EN GINE]ERING 8 BLACKWELL PARK LANE, SUITE 2( WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540)349-0321 VA@BohlerEng.com aI.TH Qom' RYAIN YAUGER .,� Lic. No. 0402056625 �+C►� 031117118 SHEET TITLE: SIIGFIT DISTANCE T ANISE PROFILE STELLA LANE INTERSECTION 3 WEST SHEET NUMBER:, 11 &63 11561-Mmli 10211 x6ji IIANUT 1 F14IN1101 01 116302KE 0211 H9151V152000DRAVVINGSWLAN SErS,ROAD IMPROVEMENT PLAWV152UWPL2 DWG PRINTED BY MGIBSON 3.99.10@ 3' 13 PM LAST SAVED BY: MGIBSON C-908 �. PROP. �w MULTIFAMILY APARTMENTS 4 STORY t' B0'MAX r PROP. HEIGHT + f` f' (BUILDING TYPE 'E') FF = 458.50 i I A5S PROP. MULTIFAMIL 1 APARTMENTS STORY -- s r so MAx PROP. HEIGHT PROP. MULTIFAMILY - T^ �. ' , i�" . ' 1 f APARTMENTS /' -- ' n' " - * r.. (BUILDING TYPEA'] FFE=456.75 4 STOR Y iw r R Dg J �`--- 11 P so' Max S I 9 Q�{ .T , PROP. HEIGHT r B I DIN .TYPED ` f` i U L G t a R KET CIA T" I -rC 0 C 5, t r FF ,-�---'---- . f BF = 447.84 t k Y , .�J J I r ai I A 1 ! r� I .. lIi £ 71 IV f 1 V' 7 r.., J �a 4 ,• ; r I � s r r t x d i 1 �+ .'��. 458 � ,✓r° r t , r ✓r , st. , r' a ffj ✓ f " I 1• , Y 1, i t I ✓f i t , •; i Jam, J r,E;t � d' d d I d d / f t , t' P } gP r a J t '.i 14 d :r d Y � 1 "'P •a ! ! I7 ! a ✓ d' I t+ 7 1 r f t t I r ' 1 t• f 1 ! t 3 I Jam. •a $ t I 1 d 1 Y 2 n X R C CKFT 'C i ROP. MULTIFAMILY ; APARTMENTS' 56 1 4 4 ST Y t R i \ 60' MAX 'R�t `t ", r• s t - •, r"r`3- s ,' \ PROP. HEIGHT P { i BUILDING TYPEC}MULTIFAMILY!b : ' i '• PROP. : t: ; APARTM NT FF - 456.50 BF - e S R d ti t Q4584 . ; - 4T4Y _ 6„ 4 - Max J o PROP. HEIGHT '•, Yt BUILDING TYPE ' ' B FF 4 ` 1 _ -5 s 54.2 3 � : \ I s k �/ U �; , t.i.- , i {{ Y I i ' 9A^ , u 4 s 's f. - 9 bb l _ d' I :J+ I 9 AA 'L Ik I' f 1 5 u , O e �f a I' a� r *,e R a I ..Y 1 ft 6 i I ,Y Y 4• f j�r N t i i 1 e i Y I`r t 5 1 + 6 6 f 4 tY y 1 III v I..• a i"' . t L >TMa �j t� J• „j w• iw .a• ry I fit' 1' yy s(1 +h 4 a� i 9 I Y ! r •�, r r yf 1i I _ f• ,,,1 •f� i 7 I f✓ �7 d 3 k% +� 1 J 9 `,� r0'Lir fr .y ,fit A I s� 1 •16: ✓J d 1 ! •a d ✓✓ f ✓, i` � j n d r 3 I �o d d m0 \ ✓y I� { r � 4 is f d Ii! 7 d ! ,' t d d 4 t I d,' � ✓ 1 '! r I !`i�I[ r ✓ 9 J/' +i J t d S �e YY ! d - t 1 t � 1• 2 S�r a Y ✓ f ✓ { R ✓ • f I I I t , I I r i � Y Y• ✓ l Y e "w i , , r f •� S I , \ i ' ' I ` , ✓ 456 458 46Q d r d it r` 464 66 `t Y 1r 2 I i g 45 i � \ 9 r(� J1 1 8 6 l I 4 l ,l I d ` a �a e r tX" '1 I 9 i 1,e r ---- B 9 t 3 0 i` - l i S :k } t i _ i .� I I 1111 , t I t f 4 I Y BL O CK 4B 50 25 12.5 9 50 1 gin' BLOCK 4A 50 25 12.5 0 50 1"= 50' CG-III RAMP GRADING TABLE RAMP TYPE RAMP DIMENSIONS (FT) ELEVATIONS (FT) SLOPES (%) L1 L2 L3 L4 L5 L6 1 2 3 4 5 6 L1 L2 l3 L4 L5 L6 1 CG-'12A 8.00 6.00 630 8.00 5.00 5.00 455.76 455,92 456.02 456.18 455,66 456.02 2.00% 4.33% 4.339. 2.00% 2.00% 2.00% 2 CG-12A 8.00 6.00 6.00 8.00 5.00 5.00 456.40 456.24 456.46 456.30 456.50 456.14 2.00% 1.00% 1.00% 2A0% 2.00% 2.00% 3 CG-12A 5.00 6.00 6.00 5.00 4.60 4.60 457.70 457.80 458.14 458.24 458.07 458.17 2.00% 7.33% 7.33% 2.00% 8.04% 8.04% 4 -1 CG 2 A 5.00 6.00 .0 6 0 5.00 4.50 4.50 455,70 455.8 0 456.03 456.07 45 6.00 456.00 2.00% 0 5,50% 0 4.50% a 0 a.s ,� o 6.67� 0 4.44� 5 CG-12A 6.00 5.30 5.30 6.00 4.20 4.20 455.90 455.78 456.15 456.15 456.10 456.10 2.00% 6.98% 4.76% 7.62% 4.72% 0.00% 6 CG-12A 8.00 6.00 6.00 8.00 5.00 5.00 456.40 456.56 456.65 456.81 456.50 456.96 2.00% 4.17% 4.17% 2.00% 2,00% 8.00% 7 CG-12A 8.00 6.00 6.00 8.00 5.00 5.00 456.79 456.63 457.04 456.88 457.19 456.72 2.00% 4,17% 4.17% 2.00% 8.00% 1.80% 8 CG-12A 6.00 5.10 5.10 6.00 4.00 4.00 457.99 457.87 458.26 458.14 458.20 458.09 2.00% 5.29% 5.29% 2.00% 5.25% 5.50% 9 CG-12A 5.50 6.00 6.00 5.50 5.00 5.00 457.50 457.39 457.59 457.48 457.82 457.25 2.00% 1.50% 1.50% 2.00% 6.40% 2.80% 1 o cG -12A 5.50 6.00 6.00 5.50 5.00 5.00 457.65 5 .65 457.54 . 4 75 68 457.79 457.64 457.82 2.00% 0.50% 4,17% 2.00% 0.20% 5.60% 11 CG 12 A 6. Q0 5.30 5.30 6.00 4.30 4.30 456.48 456.47 456.54 456.54 456.50 456.50 0.17% 4 1,32r6 0.00% 0.47% 0.70% 1.13% 12 CG-12A 5.00 6.00 6.00 5.00 5.00 5.00 456.40 456.30 456.59 456.59 456.50 456.50 2.00% 3.17% 4.83% 0.00% 2.00% 4.00% 13 CG-12A 6.00 5.40 5.40 6.00 4.30 4.30 456.20 456.08 456.36 456.24 456.30 456.17 2.00% 2.96% 2.96% 2,00% 2,33% 2.09% 14 CG-12A 6.00 5.80 3.80 6.00 4.60 3.00 455.18 455.06 455.21 455.09 455.30 455.00 2.00% 0.52% 0.79% 2.00% 2.61% 2.00% 15 CG-12A 6.00 4.70 6.00 6.00 3.80 5.10 454.40 454.28 454.64 454.62 454.50 454.50 2.00% 5.11% 5.67% 0.33% 2,63% 4.31% 16 CG-12A 6.00 5.50 5.50 6.00 4.30 4,30 453,90 453.78 454,07 454.07 454.00 454.00 2.00% 3.09% 5.27% 0.00% 2.33% 5.12% 17 CG-12A 5.00 6.00 6.00 5.00 5.00 5.00 454.49 454.59 454.50 454.60 454.41 454.69 2.00% 0.17% 0.17% 2.00% 1.60% 2.00% 18 CG-12A 5.00 6.00 6.00 5.00 5.00 5.00 454.29 454.19 454.40 454.50 454.30 454.40 2.00% 1.83% 5.17% 0.20% 4.20% 2.00% 19 CG-12A 8.00 6.00 6.00 8.00 5.00 --- - - 5.00 454,31 4.1 45 5 454.42 454.28 45.37 4 454.23 2.00% 1.83% 2.17% 1.75% 120% 1.60% 20 CG-12A 8.00 6.00 6.00 8.00 5.00 5.00 455.30 455.32 455.32 455.48 455.20 455.36 0.25% 0.33% 2.67% 2.00% 2.00% 0.80% 21 CG-12A 5.50 6.00 6.00 5.50 5.00 5.00 454.72 454.62 455.20 455.10 455.00 455.02 1.82% 8.00% 8.00% 1.82% 5.60% 8.00% 22 CG-12A 5.50 6.00 6,00 5.50 5.00 5.00 454.32 454.40 454.34 454.44 454.18 454.00 1.45% 0,33% 0.67% 1.82% 2.80% 8.00% 23 CG-12A 5.50 6.00 6.00 5.50 5.00 5.00 455.40 455.29 455.41 455.30 455.50 455.20 2.00% 0.17% 0.17% - - 2.00%- -- -2.00% 1.80% 24 CG-12A 6 .00 6.00 4.70 - - 6.00 5.60 -- 3.80 454.95 455.07 455.16 455.28 455.02 455.37 2.00% 3.50% - - 4.47% - --- 2.00% -- 1.25% - -- - 7.89% 25 CG-12A .00 6 5.40 5.90 6.00 4.50 3.40 455.2$ 55.4 4 0 455.3 0 455.42 455.19 455 50 2.00 % 0 7% .3 0.34% 2.00 % 2, 00% 2.94% 26 CG -12A5.20_ 6.00 5 20 1 5 0 6 00 4. 50 4 ,50 4 .2 55 0 4 55 30 455.53 -- - 4 55 64 4 55 50 4 55 50 7 1.6 % 6 35% . 4 6 5 % 1. 83% . 7 6 6 % 4 4.4 % 27 CG 12 A 5.00 5.30 .40 5 5.00 5.00 5.00 45515 .1 455 5 455.48 455.58 455.55 455.5 5 0.00% 6.23 % 7.96 % 2.00 % 8.00 % 8.0010 28 CG-12A 6.00 5.60 5.30 6.00 4.60 4.40 455 .22 455 21 455.31 4 55.31 455.25 455.30 0,17 % 1.61% 1.89% 0.00% 0.65% 2.05% 29 CG-12 A 00 5. 5. 50 5.50 5.00 4.10 4 40 452.59 452.49 452.71 45Z�,61 452.85 - - - 452.75 2,00% 2,18% 2.18% --------- ---- 6.34% - - ------ ------ 5.91% 2.00% CG-12A 453.32 2,00% 2.00% 2.00% 30 8.00 6.00 6.00 8.00 5.00 5.00 453.48 453.60 453.44 453.88 453.02 2.00% 8.00% 6.00% 31 CG-12A 8.00 6.00 6.00 8.00 5.00 5.00 453.57 453.73 454.00 454.00 453.84 454.14 2.00% 7,17% 4.50% 5.40% 8.20% 0.00% 32 CG-12 A 5.00 6.00 0 6.00 5.00 5.00 5.00 454.00 454.10 454.42 454.48 5 454.40 454.50 2.00 0 � 7 .00% 6.33% 1.20% 8.00% 8.00% 33 CG-12A 5 .00454.39- 6.00 6.ao 5.aa 5.00 5.00 453 .99 .9 453 8 454.48 454.45 454.40 454.3 9 0 20% -- - 8.17% --- - 7.8 - -- - -- -- - 8.20% - 8.20% 34 CG-12A 6.00 4.30 4.30 6,00 2.90 2.90 454.65 454.70 454.67 454.79 454.62 454.74 0.83% 0.47% 2.09% 2.00% 1.03% 1.38% 35 CG•-12A 8.00 6.00 6.00 8.00 5.00 5.00 450.10 450.00 450.51 450.50 450.50 450.41 8.00% 8.20% 1.25% 6.83% 8.33% 0.12% 36 8.00 6.00 6.00 8.00 5.00 5.00 449.32 449.74 449.58 449.42 4.33% 7.40% 2.00% CG-12A 449.48 449.85 2.00% 4.33% 2.00% 37 CG-12A 8.00 6.00 6.00 8.00 5.00 5.00 449.60 449.65 449.49 449.75 449.35 2.00% 0.83% 0.83% 3.00% 1.80% 449.44 2.00% 38 CG-12A 8.00 6.00 6.00 8.00 4.00 4.00 449.53 449.65 449,54 449.70 449.45 449.80 1.50% 0,17% 0.83% 2.00% 2.00% 3.75% 39 CG-12A 6.00 4.70 4.80 6.00 3.20 3.10 446.88 447.00 446.89 447.01 446.62 447.25 2.00% 0.21% 0.21% 2.00% 8.12% 8.06% 40 CG-12A 6.00 4.80 4.80 - - 6.00 - 3.20 - - - - ---- 3.20 - -- 447.60 447.72 447.61 447.73 447.55 - 447.79 2.00% -- --- 0.21% ------- 0.21% 2.00% 1.56% 2.19% 41 CG-12A 6.00 5.00 5.00 6.00 - 3.20 3.20 -- -- ---- 451.18 --- - -- - - 451.30 451.21 - -- - - 4511,33 451.13 451.41 2.00% - --- 0.60% - ----- 2.00% - -- - 1.56% -- - - - --- 3.44% - ---- - - - - 0.60% 5 crn 1 L2 I L3 r 2 w CURB RAMP DETAIL re � u X ~ k� F r z o0w v a W =oaWW W�ac?J a=a0¢ pia U Z �O -oaF-cna$<$�3+ g @ a Z Z W ❑ a - W W Cc, � J W P'�9 H J - W 2 Z a s 0 ®z wwaoow o J UJLL Lu 0)Z U �4�s,44� Z:5 ill >�� O YSzn2 O p a r 0 Luz �Zr¢ W a = � � ow Z� a W Z J� Z 2'Y W ()r1'2' aWO0O}w0 a fn77 J z 1 r 2 r z � REVISIONS REV DATE COMMENT BY 1 8/31/18 COUNTY COMMENTS RTY 2 9/10118 ARB COMMENTS RTY 3 10/25/18 FOR APPROVAL RTY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE O YOU DIG It's fast, It's free Its the law APPROVED FOR CONSTRUCTION PROJECT No: V152000 DRAWN BY: MEG CHECKED BY: RTY DATE: 618118 SCALE: 1''=40' CAD I.D.: GP2 PROJECT: FINAL SITE PLAID FOR BROOKHILL BLOCK 4A AND 4B APARTMENTS LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARR.ENTON, VIRGINIA 20186 Phone, (540) 349-4500 Fax. (540) 349-0321 SHEET TITLE: RAMP GRADING I DETAILS SHEET NUMBER: -909 H \15\V152000\DRAW NGS\PLAN SEfS\SEr_T OH 1\BLOCK 4A AND 4B F NAL S TE PLAfAV152000GP2 DWG PR NTED BY DREARDON 10 25 1 S G S 09 PN LAST SAVED BY DREARDON