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HomeMy WebLinkAboutSDP201700047 Plan - Submittal (First) Initial Site Plan 2017-07-31T' A i r .Ai Sl E PL F 0 R SECTION I (BT..,OCK 4A ANDCR)A", _FAX MAP PARCELS 04,600-00--00-001800 04600-00-00-00 1 8.AO 04600-00-00-001900 LOCATION OF SITE ROUTE 29 (SEMINOLE TRAIL ROAD) ANCA STATE ROUTIE 643 (POLO u"IR01. UNDS ROAD) m D10"TRICT RI\1PIXNNA iVIRC�iSTERIAL Al_BEP�IP.RLE COUNTY, ��IRGINIA L,0,CATION MAP GOPYRIGHTADC THE MAP PEOPLE PERMIT USE NO. 20602153-5 SGALE; T'=2000' # OWNER: RIV ERP. UNDTNIANAGEHENT 321 EASTIMAIN -STREET, 'SUITE 201 CIHARi OTTESVILLE, VA 22902 (43 , 4)245-4932 CONTACT: ALAN TAYLOR *APPLICANT: RIVER BENDIAVIANAGEM ENT 321 EAST MAIN STREET, Si ')ITE 201 CI-1ARLOTTESVIf LE, VA 22902 (434)24_,_493,2 CONTACTALAN TAYLOR PREPARED BY TV. L I WED BY: DR CAR DON 7 a 1.17 Cx 11:21 AAl SAVED D : DRLARDON CONJ'Aicl'INFORMATION i .REFERENCES BOUNDARY & TOPOGRAPHiC/AL"TA SURVEY: "ALTAfACSM LAND TITLE &URVEY OF THE PROPERTY OF BRASS, INC." PREPARED BY: ROUDABUSH GALE PROJECT NUMBER: V162000 DATED: OCT( -,)B -ER 18, _1016 CODE OF DEVELOPMENT: PREPARED BY: COLLINS ENGINEERING PROJEC ' r NUMBER; V152000 DATED: JUTE 1�, 2015 (REVISED JUNE 27, 2016) 'AGENCIES GOVERNING T C0UN_r( OFALBEMARLE DEPARTMENT OF COMMU NITY DEVELOPMENT ----------- 401 INIDINT11RE ROAD CHARLOTTESVI; - LE,VA 22902 TEL: (434)230-6832 FAX: (434) 972-4126 ALBEMARLE COUNTY SERVICE AUTHORFY 168,S' TNA'PROAD C�HARLCITTE' SVILLEVA 22911 TEL: (434) 977-4511 FAK ,434) 079- )698 - Su l EE'P INDEX r14 SHEET TATLE SHEETNUMBER 1 COVER SHEE f GENFRAL MOTES 0-10 1 C-1 02 APPROVED PROFFERS 0..1 03 - G-104 1 PHASING PILAN C. -i 05 - C-1 06 EXISTING5 C:ONDITiON3 DEMOLITION PLAN C-200 I OVERALL SITE PLAN C-300 SITE PLAN — --------- C-301 m C-3304 OVERALL GRADING PLAN PIf GRADING PLAN 0-401 - C-406 OVERALL UTILITY PLAN - — UTILITYPLAN -- — ------ 0_501 - C-505 OVERALL LANDSCAPE PLAN C-700 LANDSCAPE PLAN C-701 - C-704 CONSTRUCl-ION DETAILS C-900 - C-901 SITE DETAILS G 562 LANDSCAPE DETAILS WATER ANDSPEWER UTILITY DETAILS C_905 0 REV1,31ONS I REV;I DATE COMMENT BY 'IT KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. Ii s free. It's the-, lam NOT APPROVED FOR CONSTRUCTION PROJECT No.: r14 EEN CHECKED BY: DATE; 7131I L=7 SCALE: AS NOTED < z uj < PIf r_ � - _j U- < U_ � 3 -1 z L< m. < 5 _j < w 0 < Z 6. A �4 Z Z > Lu b 0 U -j U, 0 Q) 0 m Lu (D Lu <C3 L.IiW LK fn W Z 0 Ld 2 2 4� y g u R, W- -B, Y ') Li - 0 o uj 0 5- ff pl, 0- U-1 Lu W Z) Z z z g cu REV1,31ONS I REV;I DATE COMMENT BY 'IT KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. Ii s free. It's the-, lam NOT APPROVED FOR CONSTRUCTION PROJECT No.: DRAWN BY: EEN CHECKED BY: DATE; 7131I L=7 SCALE: AS NOTED _SID0 INITIAL SITE PLAN - FC) R - BR(DOMILL SECT10N I BLOCKS 4A & 8A LO CATI ITN' OF MI'T'E ROUTE 29 EI IN TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA BF, Hil. R E N G E N E E a I N G i28 BLACKWELL PARK LANE, SUITE 2C WARRENTON, VIRGINIA 20186 Phone- (540) 349-4500 Fax: (540) 349-0321 VA @,BohlerEng.com DANIEL R. HIES SHEET TITLE: COVER S,)IJEET SHEET NUMBER: c— 100 1" �_�),FANDARD DIN1,1kWING LEGEND � FOR ENTIRE PLAN SET Elk7TING A1('1lTE_ � - TYPICAL NOTE TEXT I � - - � ONSITE PROPERTY LINE/ R.O,�Al, LINE - - - - PROPERTY LINE I � INTERIOR PARCEL LINE - - - - - EASEMENT LINE - SETBACK - - - - - - - - - � L IBN EO I ___ ___ -il 715� __ - ------------- 16,9 i , ---------------- ;�17,5�,,: �' ,­ I'll 11 -1 - "I ". � , � , � . ., i,!_ . 0 �45 1 �CONCRETE CURB & GUTTER UTILITY POLE WITH LIGHT POLE LIGHT TRAFFIC LIGHT UTILITY POLE TYPICAL LIGHT ACORN LIGHT TYPICAL SIGN PARKING COUNTS LINE SPOT ELEVATIONS SANITARY LABEL STORM LABEL SANITARY SEWER LATERAL WATER LINE __ ELECTRIC LINE - U GAS LINE - WIRE TELEPHONE LINE CABLE LINE STORM SEWER __ SANITARY SEWER MAIN HYDRANT SANITARY MANHOLE -STORM MANHOLE WATER METER WATER VALVE GAS VALVE G ,.A, 8 METER TYPICAL END SECTION HEADI.AVALL OR ENDWALL G JR ATE INLET CURB INLET CLEAN OUT ELECTRIC MANHOLE TELEPHONE MANHOLE ELECTRIC BOX ELECTRIC PEDESTAL MONITORING WELL TEST PIT BENCHMARK BORING "TANDARD S A-BBREVIAT10NS PROP03ED NOTE I- � L� I F�)� `lp DIM __ - - - - - SIGHT DISTANCE FOR ENTIRE PLAN SET ffmmsmmm� @� � I AC ACRES - - - - - - � � � I-- - I AMERICANS WITH - - - - A D) A DISABILITY ACT - I PRCH 11 I ­­­ ARCHITECTURAL - - - - - - - - - , BC . ... ... - I I'll, ....... 1.11,11, BOTTOM OF CURB INGRESS -EGRESS BE I I I "I".., I. - BASEMENT FLOOR ____ ­___ _____ - - � BK "I'', - - � I I I ­­­. � � BLOCK .... -- VARIABLE WIDTH S ­­ 11 I'll, BL -,""I'll, BASELINE - STORMWATER FACILITY I BLDG - I � ­­­ 11 � BUILDING CURBANDGUTTER 1.11 ... � � 11 � BIVI 11 111.11 .... 1.11 ... -.1 ..... 1. I ..... _­ . ... ........ � - 111 I I I ­­­­., ...... . I BUtLDING BENCHMARK I­­­­­­­­ SPILL CURB I TRANSITION CURB _. ­ �, �� BRL � - - I I I 1.11,11,1111, ...... - I'll BUILDING RESTRICTION LINE ­­­­ � 1-1.11 .... -.1 I _ �� ­­� " CF CUBIC FEET - _L_L�� DEPRESSED CURB AND GUTTER ­­.­­ CL .. "I'll 11 I'll I 11 11 I 1. - ''I'll., .... I CENTERLINE I ---I'll, ... .1 --- ----------------- J CIVIP I'll, I CORRUGATED METAL PIPE _­==�� CONN 11 I ­ � 11.1 .... - � � - 1 CONNECTION ­­ - � - CONC CONCRETE I - � - . . � r___­� I I - CPP .1 .... I ... I .......... CORRUGATED PLASTIC PIPE - � I ... I ­­. CY --l.- I - - - , -1 ­­ I .1.11,11,111.�.�'..�.�����.�,��,�I I I CUBIC YARDS E4 .. 111.1.1.11,11.1111, -1-1-1-- � I—- 1. I .. .1 ... 11 - I I - 1-1-1111- . .... .." .... I'll, - ­­­­.­,­­ - DE C DE C ORA TI V E - - � ......... ..... � ....... DEP .... ............ ..... ...... . ... .. ......................... - - .. .. .................. 0 11- ...... -.11111. ­...",", 11 I'll ... I I _----l- 11 ........ - I DIP DUCTILE IRON PIPE w - 11.1 ..... ---.1- DOM ....... I ... 11 ... I..",".".., ........ 11.111, ­ - ... ­­ � � 11 ..... .­­ .......... - DOMESTIC - I - ELEC � 1- ­­­­ I'll I I'll ''I'll", .... ..... I .... 11- I I ELECTRIC * . ..... 1. 1.11,11, ELEV 1-11 1-1.1. I - ELEVATION 11-1-111111111 I EP � I I - I I 1.11.1- I EDGE OF PAVEMENT I 11 - ---- __v_ ­­­ ...... � ..... -.1-1.1-1.1.1-1 ES EDGE OF SHOULDER , , � ........ . . .. ........... _______ ..... - - - /^,\ , - __ EW END WALL 11 ... I 11 ­­­­.­­, . I .1 ... 11 � I I 111.11 ... - //X N, - � EX I EXISTING ____ ..... .. - - __ .. FES . ....... .. .. . .... . ........ � � ............ . � . . FLARED END SECTION - -.111 - FF FINISHED FLOOR ________H��� I I I'll, "I'll 111.11, FH FIRE HYDRANT 187 1 ­­­ ..... 11 11- I I 1.1.1- 11 FG FINISHEDGRADE A102A�TC M516.100 G GRADE 11.11 - I I 11 I BC 515�55 1 1 � ­ - - 111.11,11,111,111.1. I � ---- GF GARAGE FLOOR (AT DOORi � 1-1---- GH ­­­­­ - I I .1 .... I I GRADE HIGHER SID[-- OF WALL SAN � ­­­­­ GL I'll I I'll— I.I.I.- � 11 GRADE LOWER SIDE OF WALL 41 GRT I I - GRATE I � I I'll, ... 11111.11- ''I'll, �� �- X X,�� GV I 11.11.111.1 ..... ­­­ 11 "I'll GATE VALVE ­ ­ - 1. & 1-1.1. 111111-11 I "I'll.-- HIGH DENSITY HDPE POLYETHYLENE PIPE QL_ ­­ I �..", ... I ... I-, .. ... .­.­­­..­,­.­ ........... - � I .... I - 11 I ---- HP HIGH POINT - - -1-1 .... ".. -.- W_ 11 ­ HOR 11 I'll HORIZONTAL � ­­­. .­­­ 1- � I � - .... - - ­,"".."., HW HEADWALL E - INT � - I -1 -------- INTERSECTION 1- - ­ � INV .11---- 11 -1111111- "I'll". ��111.11,11,�� INVERT G- - I 11 I-- 11 I'll, - LF LINEAR FOOT LOG ........... - ____ � , "" - , - L[MFF�S OF CLEARING ol�l - � � I 11 ­­­­­ I _.­ .11111 I - LOD LIMITS OF DISTURBANCE I ..... "I'll, I .-Ill I ... ­­ I 'r � 11- LOS 111.1 LINE ,OF SIGHT I'll -111 - .... - .- . 1.1-1- ... � ... -11 "I'll, ....... I'll, - - I - I'll, ... I LP I 11 LOW POINT 0- LIS .11 I I 11 1-11 - I ­­..­..­­­ - 1. � � 11 11.11 - I 11 - - � � 111.1.11 ...... 11 ­­­­ -, MAX I I MAXIMUM - 11 � - ..... 111.11 I .... I -1 11.11 I'll, 11 I'll, MIN MINIMUM ­­­­ I I I -11. "....", 1.1.1-11 - S- 11111 ....... 111.11 MH I -.1-11111 ....... "I'll MANHOLE . ­­ I'll � -1.1111 I . � - mi MECHANICAL JOINT lcyl I ­ Oc "I'll" ....... I'll, - .... I - � 1. � 11 ..... -11 11 � ON CENTER - I � - -1---1.1111 ­­­ PA __ PC "I'll ­­ 11 ... I . ......... 11 ... -.1-1111 POINT OF ANALYSIS POINT CURVATURE "I'll". c\910) - / .,� \ 111.11, .... 11 .......... ... I I'll I POINT OF COMPOUND i , M) ,� PCCR CURVATURE, CURB RETURN , ,�� - ,--/ 11 ... � .... I ... 1.11.11, I ... - I 1-111 .... - ..... ........ I'll - P1 POINT OF INTERSECTION 4 - --l", "I'll", I 11 � I 111.111,11, 1. I-, I I I I FOG POIN TOF GRADE - I - - � 0 PROP 11 ''I'll'' ._._.­­­.­­­­ - I PROPOSED 1 - ­­­ � "I'll'-, I .... - I "I'll'-, PT POINT OF TANGENCY -11 11 "Ill. - 1:1 � - � - I - POIN'T OF TANGENCY, PTCR CURB RETURN - ­­ - m � --l- I I - I I 11 V 11 C I ­­­ I ­­­­­ ­­­ 1.11,11,111, I I -.1 - - .1 .1 11 I I I ­­­­­ POL I ' . Y I WIN I YL CHLORID I E PIP I E ­­­­­ POINT OF VERTICAL 1:D PV1 � � 11-11111 INTERSECTION 11-- ­__ .......... --I'll.-I --- - - PVT POINT OF VERTICAL TANGENCY 1_11� OR � � "", R , , " ____ _ , , , , RADI US "I'll, I I'li I'll 1-1.1-11 RCP I I - � .1- .1 I REINFORCED CONCRETE PIPE GO] .-- .. ... 1.11, I I I- R - E � T 1. 'v'V I AL I L I 11 I - 1-1.11 11 I I I I I - 1.11,11,111,111. I I-- , RE -FAIN ING WALL I ­­­ 11- � - 1.111,11, I I 1-1- 1-1 ­­­­­., - I R/W RIGHT OF WAY 10� I - � � I I'll. I'll ''I'll, ...... I ............ ._­ ..... - ... 1.111.11, S SLOPE - - I � SAN - ­­ I � I .1.111, I'll, 11 .... 11-11-1.1 111.1 .... I'll SANITARY SEWER 0 "I'll'', I I � - I - SF SQUARE FEET T ­_­ STA __­­­­ I "I'll- ......... - - I � - STATION - I - I - I I STM I STORM - T I 11 1. S/11111 I 11 .11 -.1.11.11 - ''I'll, SID 11 E' .. V .1 V 1. A 11 LK ­­ �. "I'll, ­­­­­ I ­­­­-, ... 1-1-1.1.1 I I � - - TBR 11 .1.1.11.11, .11,1111, 1.1.11,11.111, TO BE REMOVED - [E B] ­­­­­­ 11 11 ............. "I'll" 11.11'..."ll 11.11,11.1.111, ..... � ....... � ... .--l--.-- I __ TBRL TO BIE RELOCATED E Efl TC .... I-- - _.-I.- TOP iOF CURB 1.111, I I - ... -1-1.111- 11 I ''I'll - . TELE T ELE:PHONE 11.111, � I-- TPF � ''I'll 11 --l- - - �. __­­­ 11 I TREF PROTECTION FENCE I - I'll I-- - ­­­­.- ... 11 ... ­­­ - TW TOP IOF WALL - Ox1 4-il 11 11 11 I � � I'll, - I I--, ........ - ... � � I'll TYPICAL TYP - 0�_7 _rm%_� UG ­­­­ � I 11.11 11 ..... � ......... - ... 1.11 I ''I'll- U - L__" 11 1-1.1. UP ­.- - UTILITY � POLE I ­­­­ .... - .... I'll I I liv ----I'll, W � "I'll, WIDE-: - - I ''I'll, W/L .111, 11 . WAT I E I RUNE ''I'll-, .... ­­­ I'll I _�� -.1.1 � - - - W/M I 1.111-1- � � I 11.1 � ­­­ 1111111111111.1.1.11111-1 I "I'll, WATE R METER ± I - I'll, 11 - � I PLUS OR MINUS __ I 1. � I 1.11.111.1.11.1 ......... . ... 1-11-1-1-- � � DEGREE "I'll I'll 0 "I'll, ---I.- I DIAMETER 11 I # ­­ I 11.1 - I � I 111111-1-1111 1-1.1-1 NUMBER Hi�15,',�',i�2Q�lf,����F�A'v',',r4Q'�',PLA�I $F-T�!!NMAL SiTE PLAMVI5200Q��QLI,DW0 PRINTED 15Y� DRFARL)CIfl 7,31 170 11:21 AM .A'.iT3AVED8'Y: DREARD,'�M GENERAL DEMOLITION PLAN NOTES 1. BOHLER ENGINEERING IS NOT RESPONSIBLE FOR JOB SITESAFETY 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 RE3PONSI BLE FORITO: k ENSURING THKFCOPIES 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. G. 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 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, FAMILIARIZINGTHEMSELVES 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" I-iOURS 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 I -OC/ -',,L REGULATIONS, ALL ENVIRONMENTAL WORK INCLUDING HAZARDOUS MATERIAL, SOILS, ASBESTOS, OR OTHER REFERENCED OR IMPLIED HEREIN is THE SOLE RESPONSIBILITY OF THE 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 THE 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. & 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 G EOTECHNICAL ENG ANEER, 7. EXPLOSIVES SHALL NOT BE USED WITHOUT PRIOR WRITTEN CONSENT OF BOTH THE OWNER AND APPLICABLE GOVERNMENTAL AUTHORITIES. ALL THE REQUIRED PERMITS AND EXPLOSIVE CONTROL MEASURES THAT ARE REQUIRED BY THE FEDERAL, STATE, AND LOCAL GOVERNMENT'S SHALL BE IN PLACE PRIOR TO STARTING AN EXPLOSIVE PROGRAM. THE CONTRACTOR IS ALSO RESPONSIBLE FOR ALL INSPECTION AND SEISMIC VIBRATION TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES. 8. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH� THE CURRENT "MANUAL ON UNIFORMTRAFFIC CONTROL," AS WELL AS F-EDERAL, STATE, AND LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS 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 I ... INE WITHOUT' WRITTEN PERMISSION OF THE APPLICABLE PROPERTY OWNER, AND/OR APPROPRIATE GOVERNM ENT AGENCY, ll� USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR IN ACCORDANCE WITH FEDERAL, STATE, ANDIOR LOCAL STANDARDS, AFTER THE DEMOLITION IS (COMPLETE, ADJACENT STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUSTAND 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 PERFORMTHE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME, 13 THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMSICONDITIONS 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 01 -HER SAFETY PRECAUTIONS NECE15SARY -TO PROVIDE A SAFE WORK SITE. 14, DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS (SOL.ID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL TOWN, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE CODES. PRI OPOSED E'ASEMENTLEGE'l D 'N I- � L� I F�)� `lp DIM __ - - - - - SIGHT DISTANCE , i STMI� ,__ 45IM", " - - - - - - - STORM DRAIN - -_-,-, - � , - � ,,, SS _,� �DIW , - - - - - - SANITARY SEWER - ____l , 5,L_vL" I - ,DIMv __ , - - WATER - __ (/11;_11� "PA, - - - - - PUBLIC ACCESS -_ I � D Ill 1, - - - - - COMMON SHARED - - ,�,.-"\ (1-1-11EI-1 ',pI'll, �w - - - - - - INGRESS -EGRESS ,_ - �� PU\ __ - - - - - PUBLIC UTILITY /�_ - . - 'A - - - - - VARIABLE WIDTH S _ ls�iki 1. DIM) - - - - - STORMWATER FACILITY I � 'GENERAL SITE,'PLAN 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 AN D OTHER DOCUMENTS BY ALL OF THE PERMITTING AUTHORITIES. 3. THE OWNERICONTRACTOR SHALL BE FAMILIAR WITH AND RESPONSIBLE FOR ANYIALL 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 DIMENSIONS 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.IBUILDING 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 ALL TOWN, 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 IS TO EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO RES, 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 BETTERTHAN 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 ONTHESE PLANS NOR ANY CONFLICTSISCOPE REVISIONS WHICH RESULT FROM SAME, CONTRACTOR IS RESPONSIBLE FOR DETERMINING METHODS/MEANS FOR COMPLETION OF THE WORK PRIOR TO THE COMMENCEMENTOF 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, AL.L. CONTRACTORS MUST CARRY STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYERS 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 LABILITY 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 C ,OSTS, ARISING OUT OF OR IN ANYWAY 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 RELIEVETHE 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 CONTRA(' ,TOR IS REQUIREDTO 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 SUFFtCIENTTIME 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. 2Z IFTHE CONTRACTOR DEVIATES FROMTHE 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 GO IPENSATO ORPUNI VE DAMAGES RESULTING3 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, GENERAL GRADING &UTILEFY PLAN NOTES 1. LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE CONFIRMED INDEPENDENTLY WITH LOCAL UTILITY COMPANIES PR [OR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. SANITARY SEWER AND ALL OTHER UTILITY SERVICE CONNECTION POINT$ SHALL BE CONFIRMED INDEPENDENTLY BY THE CONTRACTOR IN FIELD 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 (POINTOF 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 Ul"ILITIES AND SERVICES INCLUDING BUT NOTI ... I MITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, 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 CONTRACTORS RESPONSIBILITY TO NOTIFY BOHLER ENGINEERING IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTI-FUTE 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 REMOVEDIRELOCATED 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, F i. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTSIDETAILS, DOOR ACCESS, AND EXTERIOR GRADING, THE UTILITY SERVICE SIZES ARE'ro 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 UTtLITYCOMPANY, 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/$ERVICES 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,5UB-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 REPORTAND 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 INTENT 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 CUTIN STRAIGHT LINES TO THE FULL DEPTH OF THE EXISTING PAVEMENT, ALL DEBRIS FROM REMOVAL OPERATIONS SHALL BE REMOVED FROMTHE SITE AT THE TIME OF EXCAVATION, STOCKPILING OF DEBRIS WILL NOT BE PERMITTED, I 3. 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 I �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. PROCEEDINGWITH 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 NOTED, FIELD ADJUST TO CREATE A MINIMUM OF 0,75% GUTTER GRADE ALONG CURB FACE. ENGINEER TO APPROVE FINAL CURBING CUT SHEETS PRIOR TO INSTALLATION, 416, 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, ------_l_-__ I I'll, "I --'s P� �l �� _� 2 �, �-' :f q_� �_ �_ � c� 7 'D 10 �yp�4 u < 0 0 .� H u) z 0 Z�- ., 5;� tfl ", �� 0 uj �� O� F�� 9 A 91- Z � ,�' d 2� F �, --� 2 li- __1 _,� g 11 .'L 0 < LL LL O= m 1. ,,,,, �� 0 _j I'- .�(T_ (� T �� , < � � 1. -', yj w i 0- �_ !�s - I I I �_4 W H _j < _3 :2 5 __l I I � ) <r 7-- �� ­­ _11 "I "I 9 � T I- �11 C d �5 - ­.... I Q 0 < V) ­­­­ ,, 11 1.1111'.. 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I - - ,� -Z 111. I , 11 - I N �4 LU Ld Lu 3: �� ' I , , a. Lu 0 - q � �i,� - � - - , - I F, ,� 1-1, - � p ­ :1 _1 - �y - 1, - ;:�) ,�P� * -�'l 4� -;I- 01 �:lhl, , =� I I I 11 I ­ I , I -- I , - V, E�� � lm=�, - I 1 � ` "I'll- I V) 2 , wlwi ,,,, t � T, ll,: - "Mo - - ��. R� Q , I 1_, �� I I � F- I" � . �4 ------- 41 el I 1� REATISIONS _ ___ REV � DATE � COMMENT BY F_ - - - __ - - I L-171 � 00, KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG - It's fast, It's free. It's thelaw. I 1NOT APPROVED FOR �1 - CO ... NSTRUCTION i ___ ___111% r PROJECT No.: V-152000 RAWN BY: FEN CHECKED BY: RTY DATE: 7131/17 SCALE� NIA v CAD I. D.: I SD0001 IF PROJECT: INITIAL SITE PLAN " FOR : T T BRUCOMILL %_" lu SECTIMN I BLO'CKS 4A & 8A LOCATION Of,''SITE' ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA If r- . ' w a] 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 \1 VA@BohlerEng.com j - IrLj " � -- - � .XLlH 1� I Lie, I � I I ­", OP7��N ''I V I �l ­1,_�, 1-� �; �� � I "' �,,�, ;-7 1 . .11�� , �' /1-1 �_,�., � / / �-' ;._,�- . � ee , I " , � I - / , , _ I " T � , e �� w I /I " , f _ - .1 I / ---l. - , , _11- - - -�_ !, �,__,-llrz 1, - � � (IjiD A- -N I E L R I .HINES )P .0 Lic. No. 043176 Y%o �-%. i #A- 140.1 � OZO� 7/31/17.�/114v_� " X� � 1, t ,& ' 0 1 1 � ­� �� I ­ AL.- ( -SHEET TITLE: \1 . I " , , GENKElRR? A L I NOTE S-- 4-1 k-", - I 0 41 R', I AMI SET!S\INID,,L 347E PL A N10,11-920TS DO, DVVC, PMWED FY: DREA.-WON 731.17 (& 11:21 AfA LAST 9 AVE D HY: DR EARP,?N Original Proffers _X Anteciduman, ______ Brookhttl PROFFER STATEMENT I Tax Map' I and liamalNumbei(s): 04600�00-0"�ISAO, 04600-00-00-01800 and 04600-40-00-01900 1 TwxNlupaad Parcel Nutobvir(s) High SchoolSite, 04600-00-00-018130 anti 04600404)(l-0181)(1 , � I I I I I Owncrts' � of,Rccord: CIIARLE$ R. ITATIGH & EIAL,kBLTH ANN OGLESBY HAUGH- C14ARLE$ R, ) I - I I HAUGH1 & L 3, OGLESBY, JR�,TRV_'�,STEES; CROCKETT CORPOFUkTION, a VIRGINLAk I I � � I . I I CORPORATION� HORNNE, LAND CORPORATION, a VIRGINIA CORPORATION AND CRAFTON I . CORPORATION, a VIRGINIA CORPORATION 1)�it,col'P,TofferS't&,natu.re-,,.,,.,......, __---'12016 � Approximately Z77_5 acres to be rezoned from R�J Rgiidenflaf lo,NMD (Neighborhood Model District) I I C,HARLES R. flAUGH & ELIZABETH ANN' OGLUSBY HAt;Gli arc the owners of Tax 'Nlap flarce�l I I I . � 046N) � AQ � -0041&0; (;AjARLES R. HAUGH & E. J. 0(;I,.FS13Y,,)R.'['RtJS'TEFS,,ir�,,tti,.-. owners ofTax Map Parcel 64600-00-004M800; and CROCKFJTCORPORATION is the owner ofTax Map Parcel 04600- 1 o tile ovvners of such. T'a.mels ale referred to hQrcm, coll,,clively as !.tic,- �'(.)wnwz" arid thc- . parcelsai-e referred to herein -is the "Property`, HORNE LAND CORPORATION is the owner ofTax Nlap , �. I � . . I I I I I I Parcel 04600-0044M896,rrld CR-ALFTON CORPORATION is tbeo-,vocr ofTax,,�4ap]'arcel 04600-00-00- . I . , ,,,, I 3 I arlL ColrnN , I "C 018 -IN), The property is thia �su�jtct of 0 e reetanlig application identifitd bi, Albe-ni, � 11 I , - I , - (t le , 01,1111y 1) � � � I as "ZMA 20 I �; -007" for a pro Ic I ject known as "Brookhill"(thi, "Project"), which, ircludc%', dhe appl atiort Pfau, , I prepared ,by Cullins Engineering ,ciltifled,"BrooUnill Ntighborhood Model I isn�c( (NI'vID' Application ehni,'7 . I D I I J Last rev,ised iine, V, 2016 (thi-, "ApplicatJon: Plav"), a Code of Development ,�rnnted the "Bi-ookhill ,­ --ed June 7 ,e -Codc of Development"), N'Qiehborhood Nfodcl Code, of Development- last revvs 2", 2016 ftY, - C11 I I I - , Capivilized terms, nol otberwisc defined ill thc5Q Profferi- sliall have the san-le dcfinrnolls as set ftirth in cith � , I er � I J., the CoAc orDevelopment or the Appficationflav� I PuNi4ant to Section 3 ' 33 of tile. Albemarle Counly Zouing Ordinam�e. tire Owner hereby voluntarily proffers tile I I conditions 4stcd I,vlow which shall be applied to the Property if it is rez,ortQd to the zorring district identified I I I . I , I . I I abovc� These tvinditions are, prof . ferod as �t p.irt of the proposed re7oning,,ond the Owner,acknowledgres that the � I � _ conditiorrs are re-,�,sonrlbie. 1, Tran&U!Lltatian improverrielits. , _ A, tL�kLG-ounds Road Improvements, pinsualit to road pJam,, app", ved by the Virginia Departintrit of "-"-"-'--'-'11---""L-�----- . Transportation ("VD(yri, tile owner sball ��oilstwjfl all imcfsection and turn lam- inlprovcnients, � I ' 1110111dizig improvernents to the-, hon-,-"ont4l alignrnk�rlt, --vertiol alignitlent arid cross-sectiou 0­fPQ10 , I � I Grounds'Road ( �'Polo Groundii Road Improiernents"11, fhe PoloOlounds, Road hoprOVeolefu5shrall bc, completedini"i,ophasts. Phl"e,l."I-;�depicit,do,ithoficit�reA,Br�,)o'.,hili,Tr-at'fi�,�Ph,3singPlari("I't-at',f'ic � � 11 Z_ I I - I I J Phaz"'irm Plan"), sliall be conipleleA prior to isswince �A ally cefofic,etc, oftx.cqr�ancy ("CO'-) within the I PF(�jein_ Phase fV, as iltyncted on the Traffic Phas,ni" Plan, shall hv cottipleted prior to Issuance of ariv I -1 I � CO w . iflull Bloeks 14-19 of the Projeci, 'file Polo Grounds Road Improyernents shall, be dc,signcd arid I metric 10csign. constructed to applicable VDOT slauditrils,, includunz, without finatanon, V1,Y)T's Cent I The Polt) Grounds Road hnprvveme�rrts shall be d��cnle,d.eomplctc whim they arc. cciti-_irructe4, nisppeic - d, I - and the V.DOT road construction bond isralcase(L Page I of, I 0 g I Fursu;i,u, to approval by,VDOT, Polo Grounds Ro4d,hripro-vernQriti shall inclti& saiarriander tusanel;& - I - - 'Shown conceptually in Figr�ire 13, ('6Salartian& r Crossing Exhibit"), Mairtonance (if tbQ. sahuniandel , �- I tunlrels sha It be the tti�,porl , sibili � ty � oF the Owner, and a inaintenai,ice agrearria0i shall lie establishe,d and . I r apprrlv-��d by VDOT it,aring tile VDOT rei,iew of tire road plari-,s, Rir ffic Polo Ground's Road In . )Ptovimiouls, B� Route 29 In tQrsection _ft ,yqutols', Puisuant ,,u road plans approved by VPOT, lhe C),wrier shall I ____,__,_. ..... , , allip , . I . I 1. constn't ' ct till irrtersecti�nr and tarn lane h­nprovern,;nt,.i ilong Rome 2111, colweptually depicted on the . Application Plan. ("Rollic 2,-'j Inw-r-sectic'n 1toptoyQr,rcLas")'. The� Route 20, Intersection 1111provelinenIs .1 I , I I I shall be cqmpIztcd,prior to issuaaci� ofaliproval of &try CO iis,su,vd witilin the Prqjem The Rolare -29 , .1 I � I I I� " m,�"iion huprovertlents, shall he dcsi4gncd and co risAllrucwd to applicable, Vl,)(',)T standard�7 including, I without firnitation, VDOT's Geornetrile De�ign, The Rvirte 29 Interstction Improvements shall be� I deemed f:ompricte vellen ffir"y are consu­ii ctedt irlspeCted,. and the. I;DOT road consmiction bond is .1 I � P I , ,, I released, - I G Ashwood Boulevard Connection, Purivanl tir road plans approvott by VDOT and a temr)oralry _-11-11-11 ...... . .. .... �­­­___­­ 1, � �. r- � cm,Lructuln easerrmit and mainteliance agrCeni.ent apprbvcd by the Couitty,jhe Owner shall corts "Vp<:t � I I I � . I tbw As,bwood Boulevard Contccrion, as ,urncepwally depicted with ftnprovem=ts and landscaping � 01- � I � _ � I - shown on, Fx4ibil C�, A,sbwood Boulevard Cc�i � irrec I Iton ( �4'A � shwood B-oulcvard.Conni�,,Ii I 07')� The I Ashwood Boutevard-Comiection, which m,zhadcs 4 pcdcsffid-vi conaceinin, shall he bonded prior no road I , I I � I I I I � plan approval and completed prior to flic issuance of- the five hoyidnt.�dth (500th) (1) i5sued for a �srrlule I � f�.knldy (Ictached, dwelling unit ,Mthiu the Priiiem In ally QN-c-rit, Owner shall have completcd tht� I � � - I ­ ' . � � Ash'wpod ri 0 he � stern extensielt, of Ashwood , ,oulevard Connection prior "to the completion, f I v� c, � Bowevard to Berkniar Drive Extension, I � I I"fad stwh tinw- w,-� the County deternsines., to surnith, the Ashwood � � I I , , Rotilovard Contlecoba for !public, � dedication, the Owner shall be responsible for all inaintenarrce� replairs, honding and insurance ofdre� I � I � � 0 1 , � iuhivood Boulevard Connection, 'The Oikiler shall subriliv a lenipt.)P-ay.iji�n,striLi,ctif-)Ei easemsm and � - I I � � olairterrallice argeenlent that is, accep4lblc to the County prior to approvai.of rylad plans fc)'r Siection � I . I I I ,roadway Tilipy0vt.ments. The Owner's irnproverm,-its shall be dcvhcated, together with the Ciz)unty- , ,. , owned ri;dit-of-way at ,such tirrie as the County, deterrairrf,,s to submit the Ashwood Jiouilcv�d I i , - C I � � I Cotirrection for public dedicatiom D� Rio �Njills koad OILIL!qg(lj�rr, Plus-tiant it) road pians approved by VDOT, The Onvner sha,lj constrilct it _ ,, __ — - � I bm-) 'ane mad, conneciion firom Rio Mills, Road to the ncwly-constructed, fterkinar Drive Extens.ion in , , lb�� approximate location shown on Exhibit D, Rm Mill�i Rvadwav Connec � Rio mills Road I I- ilon c� I I I Corinci,poti"). Tfg-- Rio Mills Road Coniiectiop shall N� compleied pnor in the later to�lwc4r iof-. i) . , I curnpletion and upcning of the Berkinar D)ivcT-,xteusion arid ii) issuance of approval of tNe twia � hurldredill ('1001h) CO issued;for a sing le occupancy of - - I I ,!v farnfly detached dwe"ling unit or if tweInt-v five, - 1 � � I I thousaiid ( , 25 `000)square feet or niore oftion-msidernial space �,N nhin Block I ol'ttle project, whic,"ll ever rusi occurs, � I 1. �. Witti the first final subdivi�,roa plat, or first final slre plan tZir ally of tile flrop-erly�, excludinig the � � . I � subdivision of Bloci; 19, Owner shalf dedicate sufflci�mt land to permit the, conslinactior"A " the Rio %filts Road Connection weoriceptuAlLyshown on !lie Applic-lition. Plan, iThedctlication plat for the Rio 'Mills - - .1 I . � . ,, . Road Connection sbal) not be approved until all road and infrastructure plans are approved aud . � I � I c,onstructed. or borided), Owner shall tl�a-r the cost�i a,ssocialcd with prepAl-ation of the R10 MilLs Road . I I � Connection, dedication phu. for teview and,approvall by Albemarle County (the "Cpxuily), I � I �. flazp 2 of to H,',15',�,'1-21)'"L)RA�'Vf���,�i�PLA�4�;ETF',INITIALS[TEPLAri�V152�)OOSEDD.EYAIGPRI��MD BY: DREARDI-N 7.'31 17 4� 11:21 AN LAST SAVEDBY� DR EARX-�N E_ "' 'Anj_,�JA S!w. The Owner shall construct aTransit Stop within the general locnion, shown as a Proposed X,T� � - - I Transit Stop oil (he Appbe-ation Plan: (,the "Tran's-h Stop"), 'Tire 'Fivrisit Stop sball tic designed arid I I I constructed in coo-dination with, and. approval by the County Director of Conutrunity Development -and , I � - � Regional Ttao,sit Authority (,if in place) mid shall incorporate a shelter, including a rc,st bench, � � I PeJe,,strian access, and -sig �gc c sistent with other similar transit f,3cffitics, The Transit 'Slop shall be ara �� on, I I I , installed and corriplcied, concu,rrently with Thc in,�tallatiorl of surrounding roads and sidewalks within I � Blo& 1, The Transit Stop arid above reterenced features shall be dWicaled to Public usi�� or, the Owner shall'uraut an t4l"ement asnecessayy it) allow for the public access and w3ago ofsuch lacifitics. I I - I I I I F� Pont, Transit ( ­ _111q- M A.) atmL, E cases, Within sixty (60) days of transit services to tile Pwirerty having __ !�rL_ _�F­­­_ - � , I I I 11 cocru � nervxd by JAUN F, CAT, or a rtgional transit auThQvity. tire Owner` shall coatrfbut�� t"Ifly Thousand I . � . . � � .Dollars ($50,000) to the County to.. be used for operating expe I I � ses rclainig il) transit service.to the . , , , I Property; anti (Dkv re � ,,r shati contribu- Filly Thousand Dollars 650,000) to, diie ( 0 1 11- I � It � 11 � I ,� C, anity cach year � � I I dicreaftyl tor a ticriod ofrune (91) additional years., such that the C4�0t ci,irtillbot-0 to,the cowny purallarit to This proffbr 10, shall not exceed Five Hundred Thousand Dollars, (VQ0,000)2, :ThQ, ,nionerary , "Anitribution in V,uus, two (2f through ten (W) shall be Paid by the anniven,ary date of the first contribution and �,�ach such contribution shall btr conditioned upon. transit wtvice being,provided to the 1 1 , Property durnilt dre twelve (I 2) month p�ciiod prior to,such contribution. I � � I , I � , � G� ConstrucUon Traf 4 �iuur&nLnienj. The Owner shall Q'stablish cons'nuctkin Entrances to the Propettv 'in __ _-_1____1____ ftc) _ _ _ 11 � J I � . locations as approv,�d by ;h�, County and VDOT as par(of the Erosion end Sediment Control Plan and I I .1 � I Site Plan process, During the period ill which all roads 'will bc Constructed vviibill tile Property (arid , - I ' until coulpicTiOn.), cons(ri.,clion parlic "riall be tcqtlired to use .the Crinsn-trotfon Entrance!i as dt�siglurtcd I I , ui the approved Rro4oli and *k`)ed4ncnt ('uiArQ1 Ptan� 'The Owner shdli prohibit: suell construction traffle "" I 1. , - 'hg tile Proiect via Ashwood Boalcvard and N frorn enten - I MonigumeTy Ridge Road� 11. Ro-ad-1 r ,nierrts� Gener,ill , The foad irriprovemcat,i hstcd ni paragpphs IC and ID (the "'RoaLl ,, .,�m� ,R_E,!,y� — � , 1. I � � I I lynprovcmcnts�`) abo,ie shc1l be constructed in 11 I ccordiurce with road plans submitted by the Ow%cr arid I I � ' approved by VDOT, arid shall bc dedicated to public lise, Alt of the Road Improvements, shall be � I I 1, .1 dcsignied and constructed to applicabic VD(Yt standards,� including, without lopilation, VOOT's , I g Geometric Desilgri� Road !Tiirir,)-,�eineiits.;Iiall.b,�- detiTted compIcte when they are c0n4ptctcd� holidtil -arid ready to be recommended by the Allientayle Coutay Board (if Sulvrvisots foraceliptance into tile � public sysieni, and the Cci,yaty Engineer shall have dcterfunied that thc roadway is safe and convenient for Traffic 01QrentaftQr, "cornpleted"), I" It -Ail � The Owner shall provide the Rillove ff ell Jog uupr,o�lc it U 'withut the I - I � I , property: A, Tr,ai , I�Ncpkyork_' A prornive trail network,(the "'frail Nenvoirk"), consist,ent will,, the County's design I - � I � , 'Aandards for a Class B- tv e i pru-nnive. nature trail, sha-11 be established %vithin the Grceaw,ay as - I P . -1 1) - 7etwork is show'n on the described vvithnr the Code of I evolopoltra, The general location of tha Trail N I 11 � Application flar�i holvd,voi exact (rail locations shall be deAcrtnined:,by the OwuQr based on s�itt I conditions and in coordination With t'N, county� lrrsiallatifxi of the TrAil Network .�ba.lt V�,)TT11nQm;e � � cou,�'Gtrcndy kvith the iiie %voek for the first Block developed within the Protect arid the lxtow, trail network shall he coninfeled Prior to isne o of:thc fiftieth (50do CC) for a sing a farruly I � I I I I I I --I ' dwe'lling within the project. Ulpon wrill,en request -by the cmtrty� but noi palor to the issuarice of the fifficth (5 01h) CID far A,sinigle I � I family dwelling Nvithin the pro)1"t, ti-Av. Owner shall dedicate to. the County au easernerit hir publie use over the Grcenii,ay area as ,,_hown on the Application Plan, Pruf to tile County�s requclsf to dedicate 11 11 I I � I I suc)l casellient, the (")WIrcr may dedicate. portions af tile Greenwav by eascinew corictirrenfly with one or I . � I .1 MINe subdivision plin�, for areas, lying adjacent to the Cjrccnw4y� provided hovvev"1% ihat Owner may' � I , I , I � I pa -e I of 10 I rc-scrvc in Such easernclll,,,�, riAtsof access for grakling, utilitionpiJ maintenance, Each subdivision pl�u, Z� I I I I I I I . shall depict tile Greenw-ay -area to be dedicated anti, shall bear a tiolation that (be Grecriway avell is I I I I � � I � I I dedicated An Public usc� lf,at the filnae�the County requesr, de,dication oftlic, Greenway, air/ part of the Greenway That has not bf.'en dedicated by subdivision pltn� shall be (within six (6) month,q of sueh I I I I I I . request � Han Owrivi's cost, surveyed4 platted arid recorded with one or "lore deeds of easA�nlent dedication, I I I , I � � I � � .1 purseaut to ""ignage plan approvall by the Rivanna Water arid Sewer Autbority 0he "RWSA'11, the � � Owner shall install sqgnag�� 3forig the Trail Network wittrin, flic'Dam Break Inundat"On Zone dcsignafrig, I , ' evacuation trlutes� Signage shall, be�irrstalled is thel rail, Netwo�k, is establi-Ocd. I . , I � � I I . I E-, P t & A ss ,i I 3 2 ac,re.g,� of ,ar,5 and Civic S jL��L, The Owner slizill pr)vh, rot le, ,, that 32 F 1 -arid vvithin the., Prckiclo, for I I . _1 ___,__�p . , � I I � Parks and Civic Spaces aR de-scriberl in Thle Code of Doelopment, arid generally shown tin the C P AppliQ,,31ion P14u, E'.ach Park or 004. S ace, shall he subsunniolty conipleited prior to the- issuance offlic I I I I fortieth (40th t CO fbi a re-sid���-iTi�il.,it,x,v:f,,Ilino unit in the Block in which it. is located. parks arid Civic : 41 I ­ocirai � I Sficces shall be, convayed to., md maintained by ilfe 0),N no's As,s I _otl� 3. Cash Proffer for Ca2ital ImprovementsiLgit_0 . I I . � I I A�, The Owner shall coatribute ca, It oil a per "tnar�ct-rare�' dwe'lling unit basis in excm of the nurnber of � � I I I � I units that are allowed by right under th I I � e prior to the appr val of this ZMA 20,15-007 1 1 lozorling in exr,,�lello " - - 0 , I "I''. I I-, I ''. �. , for the' purpo,scxbf addressing tile fiscal iinpacts of development. on dre Counly's-publie ,facilities and I I -1 _ I � I niftastrootare., i.e.,schools, publiessaf ,rariQs, parks ardl� transports ion. For the rposcs of this I ,cty� lih I � I I ,t PU � I 11 I I - � � Proffer I tile nurriber, of units allowed,by rigla. undor the R- I R��idcntiil zotoug is two Viundred sixty= I � . , I � - � . nine (Z,69�1 single-famil Y detached val its � A, "warkd:]*ate" unit -is ally swe'llilIg unit ill the proji;ict'llbatis . , I I rioCeftUr a For -Safe Af4brillabiv Housing Unit or F,,)r -,Rent Afft:irdabic1luit as lic-sixibed, ill Prof'�Ier,4 , .1 I � � I ("Market Rate Unit"i, I'lie, cash contributions ,shall bc,Poar Thousand Nine Hundred and Fighieen I I . I , . I I � 11 I .11 Dollar-, ($4,5il 8,00) for, ,each single (airldly dclachl Qd lvlark�t.Rate LInil, other thl it ,a co structed For -Sale 11 I'll In 11 . � - . " 1.11 � . I � I I . , I I Affordable Dwelling Unit within the Project qualifying as such under Proffer 41 :to- other words� Tile 11 I 111� I I _ � � , � I I I � I cash a,ritn'butioni , ol triarket ratcsint,,lc family units shall bmin after the issuance of zi CO for die�269ih � I I - - 11 1, P I I - ­ � I � � . single:fanlily dwelling unit and prior to, tile issuanto ofa CO for the 270th sillgle faraily dwelling tuat, . . . ._ I I I �. � � � The cash co,atributions: for cA,i0i single tartuly ailached,M-ark-et Rwc 1.1mi.shall Lie Three Thousarld Fight 1, 11, I I Hundred and Forty Five Doltars ($ � 3, 1 845.(k), other than:XQorvnn.ictcd For-Salc N114ruibie Housing Unit I I I . I I ' or a 11 "or Rent 1-Nifordable Housint-11 Linn, within the PUklect quali�fving.,asxlrch under Proffe 4, Tile cash - � . � r I 11 - I I I I ri , ach rowltiffi.-fly % n contributio s for C in I Inaket Rate U it shall be Fivo, Thousand Two Hundred and Sixty I I I I , � I 1 . I Two, Dollars �S-55,26_20)), other 111tra a con'54TUCred For �SAle Affordable Housing 1J,ral or For Rin I it � I I .- I ,. , � I � � I Affordable Honsing Unit within the Project quafif�lngas such under Proffer:4_ , I I I � I 1 4. Affordable, fl4otisloo., I � I I ,� I '17he Owner shall provide al,'Cordable housing, equal to fifteen Percent (15',Xa) of . � the total ber 04' 1. - I furril L I residential ku'liol eunsmicted: art the, Property. For exarriplo, 11' one: thousand (I 000) total units are I I . I � � I I I � constructed: in. the,firojec!, one hundred fifty (I 50) ullits',or their equivAlern. are rquired to be provided � � I to ��atisf� thi,5 PIR -Aller 4, sul�ject:tri para,graph 4C_ The Owner oilts sue,msors In interest roervc the, , I I - I . I , 1. 11 I � I I right to pjc�et the affordable hougin I �:� Okic4cbile (111`011�gh it Variety 01' housing types, including bill not I I � � I __ , 11 fill-rited to f-or-sa , � ni Tn. I , le, art L , rental itnits, acvcsssorf wwls, and Carr I gc� L its, ("Affrilrdilite Uyllits") or - , I 11 - 11 � through easlt clantributiolls,, as triore particularly described, in, sc�_,iiolis 4A�l 413 and 4C belovv� I A- Eqt-��alg Affor�!,q Hous , Ali parebasers of thefor-Sale Affordable Hou�a - i s, d _hjq�,_ � a! U4111, (� crilieki 1, � I I 11 I I , belorv) shallbe approved by,:Ihc Albemarle Colunly licirisiog-Off-icc or its desioiteo "Fora&xle I I I ,,,, � , I - At-fdrdable Housing Units" ,shall be dwelling units offered for sa,le: at prices for which households with � I I � incorlic, less, drall eighty percent (80% of The ,area ntedian income, may qualify find slia I I , , , ,,It - 1) I I not exceed I n - ' I � I s i-xty-five � ,percent (65%'i cii'VILDA's'Maximurn Sales Price for fir,-;(--timc horricbri,i si Tile Owfier shall 1. , ., . � I I I I I � � QT I I Pqc 4 of] 0 � �4 w I % �� � �� U � - , 3: H i" X � I- 1� � 0 U I t- __ 9 0� i2� � P P� U < P M M - 11 - � � I � � � - - - - � - I ­­_ �_, U ) z 0 5 � ,,, �! �/, U 'j, < R � 9 t � C, d 2� � 1�. _, (:I I.- ,I E � � � P4 z T -1 P4 " C) < 4. [� � P E e H () _J i- ,-� M 0 7 H� , ,T1, 6-J - � 't a- rt :� - , 4 j Zj D IrR K , � �� �74 H _J _j . I R ,� u) P, P(, � T i-- < 0 < - - 1, - 0 < I- U) 0 - e, W ��, �,! () � i� - , �" �_) 6� 'v -A ') -4� ,t- 4, � __ 9 X ,-Q 11 1 2 - � � - , - i shown on Vigine 1`5� Brookbill School Sites Exhibit anti labeled -Elementary School Silt" (th-e - P4 P z , R provide the (�ounty or its designee a perkid of cine hundred twenty (1210) days to identify� and prequalify I W 44 �11 11 - � � , 2 - all H, ' . I � Elententary School Sitc")� The Elerncrrtar� ,hall be a gra ,d u e ,e,,� � =� �� , - ��' , , ., clitn,ble purchaser For -Sale Affordable I ousing Upils� The one hundred twenty 02,f) (Jay period �, $i�hQol Site s I 11 .- I I I 11 , dc, and cot, pa ted pad ,,,;it- with - -!3 1 1 vmm� �� �4 j� - shall eomoience� Upon w-l-kien lloti,;c from the Owner that. 1hQ uriit(sl sh'all be available '-for sale. This water s.�wcrarid el I � . c n UJ Q , !� .1 � ,gerrjcit�), utflity connections 11 o s,lrucledro the edge oftlic parcel to accommodate (In � 1. . - 1.11.1 1 4 0 z I 11 � I 1, I � I . - E! - i ni-nicc shall not be given Trv,irc than nmciy,(90`i­ days prio - to e flh,c Certificatc 40ccupancy for elementary achoid, At the option ofthil: I Courity, and in licu offlie. construction ofa school, a pubfic N W E-, .C� -X, - < :� E 9 I - -1 oze, ipt o � I I 1. �/ �� 0 x I I U . .... - 1L. -_J z < ,- �� !he applicable, For -Salt, Affordable Housing, Uru,T; tile Cou Or its &-Signee may than have thirty ('_30�1 park may tie established by the county tile Eltmen"afy School sitc� I 44 - 0 >- - - - - lay , on - z I Pq -Z a� Q Z - M 4 " U >- W � 0 < X �5 2 L, 11 ,--' " Lu 2 , days within which to provide a grallified putc�haser for such For -Safe Affordable Housing IMit. ff the �,-i W �� UJ I . I -I , CO '7, > W �L f�! ( I ouray or its dtsig I ff" within ten H4 ", z z �, 2-5 �, .1 ],grree drics rait provide a qualified puxchaser during the one hundred Twenty (120) day I 0 01) y9ars after the date of: issuance ,of tire first. (I st) CO for a single family dwelling �,_ - Of a� c:f - , - I ­ I � I I . I , I 1. I . � . � 1�) P4 < - T- W � , � I , � 1 W -, < � _J m I e - W U < - V� ,z �,� -7- T M 2 7- T_ li� ,:�, A 1 , ­ o 0 , ,u �' period, The Owner shall halvc the rig within The prqjcct� ciftr (i) the County deterin-ines that the Clem,curari ,Schwl She will not be used � I �__ht to sell the ualh(sy without any restriction on-sioiles price or incorric I - � , I I _ toy I � ' I I I � -, I � I I ,� ��,, _� (9 f- 0 E I— T- [-- - - t (d� the Count has not requested the, conveyance -i-Athe'Elerrient -V 0 - D x J of the put ehastr(O., Carriage Units, ,as defuled in the Code, shall not exceed tiventy-five perce t (2,5,No) an Elementary School, ta 0 44 y D Cr z �� �� ' ,,­ � - In __ I I _y - rarl- Scher. 1 �) ,-- - UJ 0 Ly < 0 0 yu r-� .? of (he total Afflarilahle Uplts� She then, if th Owner his already canveycki title to the Elementary, School ,5',ite to tile Count , th � , H -_J (0 Q� M W Z 0 _- @ ' - I � _ I I � I y v �� 1�11 , ,�', H -o, 4, --,a� * "'r, + 40� 1.8 (,'�l$I,TIIYS�4allre:-Cdtiveyfccsijlit)l.eti(],ett)tbe.Li,eiiietitarv�Sc�houlSI to tie Owneror itssuccessor(s),Ila 0 " , , I . , ,� . I � . - -te , , I I 11.1 ��, ,,;, �� - Title, by Gtoeral W I � M -_ 8. For-R-ent �Aftfisrrlable I fousing Units , arranty l')et;d�Without.cb.�,L�ideratioii,, and the (Avrier shall have gh ,e And �4 , � r) E. 9 ___ _----- .__ _� - ,� : , I-- I I � I I the rig �t to us . 1_� develop the Llementary school Site As allo. wed par'suant to the:Code of Dev , 0 M �-: iy � - 11.1 , I - I elopyrient, VdieOwn-cr has P4 P, N� , g �, X 'flit initial net Tent for each rental housing unit fbF wirich Owner seeks qualification not'airtady conveyed tilao lathe Eltnticritaty School Site to file County by such ti te� i ell the 0 or's, ,) P.� 0 , � '.9 0) Rcatat&Le,5. I - � � R In wn s N 0 , Pq >_ M d. -, - �4 , � 6 for the purposes of this Proffer 4, ("For-Rcm, Afforchible Rousing Unit"Ishail Dot: exceed the therr, right to uscand develop the Elcintntary School Site shall cotnmncc inrmec4,-;ueIy7 4 0 [i >- 11 S� �� I � .11, � I I I I Z. < - 6, , H �) 7- - Z >_ T -=_ _� crurrm and applicable niaximunt net. Ten( Rite Approved by the Albemarle Counvy flousive Office� I I 1,� )­ W, :� �% -� , I , - I . - , I , - V) 2 y �Z itJ L "� :0 In each �,?,ubsequeut calendar year�the Itiorthly TICTIent for cach, Ir"or-Rent Affordable Housing Unit It. Public Hip -h School or.Institutional Use Site. ,� s4 W Q z -0� M U) _3 10 - 1 . ­ I , I �0 X W e 'i � , inay be increased up to three percent (3%)- For purpose of !his Proffer 413, the term "net. cent" 11 �� q �Z.o >_Wo -� I - � , - - - I - I I I A �,, �4 � 3: F �n, � " � I . � I � I ''I n�.,,�, z� �- I � � "I � I" 1-.11- (1) (n - - Within one -year atha,r �N n ftcfue�t b1Y tile Counq', the CAvaia­ -shall ditnbcare to,th in .. t 4 i� - .., - M , n1cam, that the rent does rot inchld& terlant-pai&r4ifities, The requirement that the rems for siwh, � � c 0, rity �, by t: ien I- I 11 _ , '� �4 ,4 Q� Ili 0 W i� � � - � I I - I I I I - "', g , i:6 �� T �-� '_ � I I � V, " - . - I I - � Pq Z)Zmzzza- 6- 1 for -rents for such For_�Rerit Affordable Rousing Units may not exceed the, ritaxinjoril rcams Warranty Deed arid without consideration, fee simple thIc to a parcel of land Ibr a public lugh se *0 � � I., , � I u, � Aciol. � 17", �� ,'I 41 �D 1* 4 � -.1 ­ . I � I � � _­­�� I �> 14 r, I . established in this paragraph � 4B shall apply toy a p,etiod often (104 years following the date the andlor Rich CAller Public facilities as the Courlty rnay determine suhabte� of not le than sixty f6o) acres �_:­M:, �) �/, 9 �i . � - .� $s ... �': I ­ �r) &� I I - I . I -.-M �, - � . I I � I I I.. �;; 111, R certificate or occapauty is issued by the County for eaeb For -Rent Affordable Hou'sin- Unh, or, ,tbuttitigapLibliely-4edicated-i,�htoi'wa .as--;IiownoiiFiv,u,el...firookb chools Sites Exhibit d - , I I I I � 11. yi "! � ill S, an Q �, T until tile units arc ,4iotd as low kw loax � I labeled "flig I �/,, co deraw cost units qualifying as such under either theVirginia ,h School Site," (the '� High !,13choiii S-ite"), Jbc High School Site shall bc coirveyed as­is� - I - I , I � _�11 �� I Housing Develi��praeiu Authority, FaTRICT5 Hom Adrmmstrakioyi� or Housing and Urban withoutany imllrov,=rerns OT,wam.rit- so tabMlv� � . I I I I , I .11. . I � I-.. y as to i I , ,4 cf) I � 1. I ___j Devvloprnerj(� Sec -tion 8, whichevercon-tes first (the �'iki�ft�)r-dabile'l*�ctiii"')�, � � � e" --- IN I ,1�, within ten ( I 0) years after the date ofissuance-of the first (Ist) CO for a single family dw,efling I - I ''I I I RMSIONS (2) QMqAgL(��LS�L[TjtggLst� All deeds corrveving, arly interest in the For-Rorn. Afforda within the Pr,ajecL the, 0) ly has i t requested the conveyance of the I-Ii!4m School Sttc�� the , I � - . - tile Heitising Units I I I I on re I 11 the -1 . . � ., � I I , durin � I Owner sball J g ibe� Affordable Tevra shall contain laa,go4ge recililry that such ulait is subject to the terim of rainicitiately havo the right, to;usc and, develop the High School Site. � I pa�rzigraiph 4R_ In addition, a I II eonnaim, Ilcmaining, to � a conveyance of an - I I . I - REV � DATE � COMMENT BY I., � , I , � �, y For Rent Aftbrelable __ Housing Uort, or arty part Thereof, during the Affordable 'Ferm shall contain a cornpi)ete arid full This Pro-,ffi�r St - I I ,awmi'M n -ay be executed in any nurnber of counterp,artsi each of'whialt shall be an - . I 11 - 11 , ,,, - . � , - it I � , original, and all ofwhich togoher shall c dis.clo�-,Urf.r).f,.t.1,�.Q:rc,�ttio-,,tio�nsan ccintr�,I.scstztbl;,ibv,(Ibyi-hi�,oamgrapli,4fi� At least thirty (30) days I orl�,'Itiorte but one Arid thesarile instrarivart. 11 � - I �� �� � I ,. . Ju'iQT UP tlw� vowveyayrc,�- (if: any interest ur say For -Rent AtTordable Housing Unit doring 0 . ic ' 9, Historic Rtsources, AfTordable Terin, tilt, thun-current Ownershall rloli�y the County in writing of the. coyiveyance, and ___ I - � provide the name, address arid telephone number of the potentia granrce� and state if I lat the � - 11 ,_ 11 " a, , relluireluents ofthis larolgrop'li 413(21) have beensatisficit. A, National Re slei1or Historic Fine S E , , __ ­ � ­ _--r .e�tf a i,t . The existing ftrcyokhiff divc1lin- is phgiblc� flar the __ . _1'11;�� -11 — _V�io 11 1, I'll I `� , � I I , National Rrgisaer of Historic Pla,c�cs, Owuer:,�zhtdt address any dvers�e impact to this . design I' s � � . a - I _ a ivin a's pan 0) Rgaqrnpgl�vind Rates. Dur � xr- the AffordabIcTerm, within thirty (30,�j days of,eactr of the Section 106 Review under the National FIN -toric preservation Act of 1966 (NHPA), which is I 1, 1111-11-1 11 I-— J� , - � rental or lqa,5e � . � � � � � � __ � I term f1ir ea,�h For-Rc,nt Affordable Housi rig, Unit, the � then -current. Owner shall provide to the ,administered by tile Virginia Departracot of' Historic Resource, 11R)� The treatment of aliv � � � �p � " , I I I s (D ,. , . remaining cligible rcsourcc�s, iticludit-Igg the pos-sabit removal �of Some of the temporal, designation, will Albemarle Coviny Housing office a copy of file rerial or lease agreement for each suOr unit rented �, I , I � 1. .1 __ - that show�s the, Ternal rate for such unit and the term of tile resual or lease agrecruent, ITT ad( I li I tion, be dealt with in a Memorandum ofAgreenrient I'Vith DHR,4� pant -ofthe 106 Rcvjew,� � - I � I � . � � I during the Affordable Term,, the then-cli'l-rent Okv�ner shall,prqvide to the. County, ifrequestcd,,al � iy I � � � I , , .� I __ reporls, copies of rental or leasie a ates as th Ceinctery Delineations, prifir to thc:appro,valbl ally grading inal site pt - - v's'_� p a gfecments, or other data pertaining to r 1 1-_11-4-:________ , - �_ permit, f ;in or subdi 11 It n I t . � I vnvil r� ,c County I � 11 n1av rel,130tiably rcqv�ire. for unprovenicrus within. Blocks -, ,and, ,(--Jwn.��rs�'i�illdelincatea.ay�:.cttiet,etie�.�wittiiii,tit(i -19, , - 1� - 11 - - - I - � I I Ck to I - confwnrfhav it Tl — 11 � _ ,the bounda cs,pf Block- 19, c(intalto all burialsites associated ivith the Duriat cemetery, I - . I I I � I I . I I C, Cash_m lieu o C fZ� , Un s. W the areas of periwialic on the cast: and vvcst sides of the Bro0lihil) d , are wit I � in such _�I(__i;��Ilt t d&F-Dwelling h-, I � � � � welling �h I I In lieti of construA.,76lig For -Sale, or For -Rent Affordable Dwelling Units &-ir fi � he I 11 I I I - , , , ftc,cn permnt (I 51%) u!', boundaries, arid iii) there at,- po other celawter.,es associated with the Brookhiff dwelfing outside the I I total Truniber of Units, the O��,ucr has the option to ioalkea cash tontribution to:Allitntarle County for boundaties of Block I � � . I � 11 � , � � 1 19. L , I I � , I tire- affindable hQUailill PTm-'rarn in the aniount of"I'vvelity-Foar Thousand and Tbrec� Hundred S I venly . I I � �, � � .. �, , I I � el - � I _______i I F-i-,�i�DollarN-($24,375.00)(tlie'�AffQr,(i-4bl,�-Hott,,�ing(,I�*tiPro�t-�'fi�e','jfoie,tch,�,ucbiinit ' , ,� - as folloWs'- 61C - I - 11 I , Owner shal t cxeraisc the option to make, and thcreby shall pay the Affordable Housing Cash Proffier to ,,� , - - � I -.11 11 �. . I 11- L I I the County, if6: Affordah4i Housing requircAn Tit It - -n ,�[ otifici-wise. in h-lor 0- 1 , , I . � C as (it been pr6pookinally me I , _1 - , 1 (4) i sti lbrients-, aftQ �e In a , T, all inspec,lip � -arid prior to the issliative of 4ppro,, of o I . �. . P . � � . , ,f a CO, fi)r each of tile two I __ � . . � , � I , , Paqe,5 of 14 Page 7 o f if) I 1-1 I - � I I � I � I—- ,-, , - � � I -1 - �_ I , KNOW WHAT'S BELOW ALWAYS CALL 811 11 11 ­ I - I _ , '' - - I I I - I 11-11,11-1 - � I - _­­ ­­ ­ I � � 11 I I -11 -11 I I - ­ - - ­­ __ "" ___ � - -1- ­ I I 11 11 -1 ----- I ­­­­ � I I � _1_ � 1-11 "I", ­­ - 1- -1 I BEFORE YOU DIG I I� _ tt's fast. It's free. It's the law. ) hundredfli (200tk), elvejuindnedth (500ifi), eight hundredth i800hr), and clue thousandth, (10f)(ith) � . I I I I dwelling unit within, thc,PTqjcct, 'Tile total C"ash in lieu contribution due to Albe ,� 1. ,marle. Courity atc,wh of the, four . I I ,�4),paynrcnt periodias noted 4hovcshall be calculated based on the total numlitr ofCortificates 11 . I .11 I � � I , � I . , of Occupancy -issued for �Market_Ratc and Affordahlc fiousir% Units 1 5, Cost lade x. I Beginning Jartuary I of each yea fbIlownig the q1tirQvid ofZMA 201 5-007,rhc arnoitat of each cash I 5 I I I I I I , t;ontribu lion required by Prcifle�s- 3 and 4:kcoI,1x,,0ivcIy, tl I -Te "Cash Contributions" and individually "Cash � , I I . . Conm;butioti�`) shall be adjwited annual , ly until paid, to reflect, any, increase or decrease for tile I � I , � I � � I . proceeding calendar year in the Mar � ,�41311 alld Swi . 11 Building Cm Index (IVSF). The annual I I � . I , - 11 I ' I a4jumitwnt shall be made by multiplying the prefleTed Cash Contnbotions arnotnit duefor the preeedin- � I 11 ,. �!,! I , I I .1 � 01 ycar by a fiaction, the numerator of wi-00 shall be the MST as ofDecembar I in #tire firccc4i,rig calendar year, the denominator of which shall bic the ikl(Sl as of December I in the year preceding the. ca,lendar � � I I I 1 ­ I . , - , I I Year, most rQcon,fly en&d (tire "Annual Perccritago, Charlgc")� By way of oxalliple, tbeflirstlarrouid . I . adjustment *hall,,tle S4 9 1,8,00 ,x 20 1,7 MS' "'Or 1 6 MSI, Each annual adjustatent shall be b � d un- the 11- , � ;4 ase � I aitiount of the- proffered Cash Contribution due for tile itilluedlawly preceding,vewbaspd. on, th T6 I I", 1, I ­� I I I . �., . _ I - ­­."., � C rm.tila contained in this Proffer 5 (the nawL � int 4crived frf - . I'�;..::: , . , ".1 � I ,_�­,­ or � Tmula shall be oefciTcd to hervinafter as the . asuch to , � "Ca"i'h Contribution Dric,r), prcjvidcd� hwvcver� in 11�0 evelit shall the Cash Contributrowamot t Paid by I ­ I I "I I I 11 1. - I , I an � I I � I . � The Owner be (c ­,i Thin Fon.rThous4ndlNure 11 undred, And Elghteen 1) I I - � 11 ollars S4,91&00 per single firruily detached Market Rate. Umit'and 'Three Thousand Eight lluudre�d and Forty .11 . I � I , I I TiV9 Dollars S3,845�00 Per . I , .. I . I I . , I I - - �Jngle family, attachcd:-Market .Rate Unit iod Five 'rhousand Two I-Jundred and Si,oy Two Dollars, . . � S5,26-1,00 per brulfifinna1v Markm Rate Unit under Piofftr 3 or Twinity-Fo" T rous I d � -and Three I I I - I an � I I . Hundred SeVemyFive Dollars $24,375,00 per affordaWe dwelling tarkan I 4 I vr Proffer 4 (the ­Mitritputu - I .11. � - I ___ � lish,.Contribution"), 'Tile Aninitil Percentago Change shall be caliailated ,,it using, thet Cash � , � I � 11- each ,ye,� I Contributifirk Due, leven thutigh it may 1;lu less thari the Minimum �,.�ash Contribution, HO I WEVER_t I he I I I . � � .11 , I .1 � aniount,paid by the Owner shall not Ix iQNS than the Mini Trarin.Cash Contrib � otioil, For cw:h eash I I . contribution that is lb�e.j,ng fi�d in irejeruents� therrilpaid incremental pa-yrnents shall be corm-,pondiagly 11 .1 I .1 I .1 I adjusted ca -0) year. I I � . .. , 6o, Credit For In -Kind Contributidils Notwithstanding the prOvist(Nis of thelse Pro I ffers to th, corn-rary, the Owner's obhsati�?rl � to pay Cas.11111 � I I . I � , I Coatnbuilions shall not cornincrice until the rutribvi, of units, I to I .which such Cash ContriblAtion 11 ly I I ,","Ill 11 I � � - I q Opp have been corripleted that. results in ,what.%vould otherwise hav been a total Cash Contribut' , 1, I ''I c I 11 ., I I Ion tqua to 1.11 I , � 01Q, total value of` i) the Elementary School Site, andreigted irnproverfients to be cot I � . _ I .1 11 m0eted by Owner, ii) the High School Site arid Ili) Ihc Rio NIIIIS Road Connectilin4, (ct,Alectiviely referred to as the "InAind I I I Contribution'.1. 'The�� County and the Owner shall agree I � � - � � I , upon the rotaldiallar aprount of the In,kind I I colitribution �,Vjdnn thirty (3.0).days of the date oftlit,gic Fa . iffem 'Ffi�� In4kirld Contribution reflec'n, the � , 1 I value of theialproverneut thlat:,the Owner has corlimittedw, ruake in thtac proffm that,are for the, � . I � � I I I beriefit of tile publit. In other words, the ()wrier,shafl not be rcquircit to pay ,any per unit.Casti , , I 11 I I Coldribations urifif the hirre, or the issuance of the building permit for a new un - 111. 11 - , . � 11 I I I I it completed: after � � . I I applying a credit for the lo-kind,Coattibotion, fn the event that (lie Prqjcqt is completed prior to the .1 I I I balance of the In-lidird Contribution beinla exhausted All remairlino balake of the hi-kind.Contribudo , " ­ . 11 y _�� I � I may not hQ applitd tbr any other proJect or davf�,,lopawrit- I , � 1 7� Elementary School Site, I I Within ,-,lie year After NArrinenrequest b ill Court � e , try, but i no event, (:,arfier Thar one year after the date I 11 ,.y .1 I I To a - I I 11 I � � of issuain , �crlf the first (I") (10 issuedlor. a dwelling within the Pro I ect, the,Owlier shall dedicate to the I 11 � I I I County, by General WarTarify 1)ced and ,,vithout considQration_(;�c sjmpk� title to a parcel. of la ' �. I I 1 .114 for a , I , I public elearentary school. of nor less than sevcit (17) acres aborting a. pubtiely-dedicated right of Way, as � llav� 6 -of 10 " I I WITN-F-SS Lhe i�4qhlowing �1 st.4p�� I I I I � , yt ", , ­ iOW FNERS offax'Map Parcvl 04600-60­00-618AO�- 113y': _,____________,_ - __ ­ __­�:�' I � ,--,----- CLI14LR1X$ R, BAUIGH , I I I By� ____ __1_-____ ]ELIZ"ETH ANN OGlJ,,'$BN'ffAUGH I , C)are,,� � � I I 0'%'N,r',R$ of I)AN Map Paicel, 04600-00-00-0,1wif;e I I Bk, � , — -- - -I ­­ -IM-1:.: ­­­ --____.­,_­__ CHARLES R, J-IAUGI­1,'I7RUSTE.E', . I I I ily" I � I I _1_____- -I--- -1 . . . ..... — - — ------- _ . ............ ___ E. J, OGLL;SByJR.,T,RtTSTViF_ I I Date: ____ � _�____ I OWN L4R, of Tax Nfap Pafc,eI:04600-W00-W9W- I � , � I I CROCICE'l-f CORPORATION.� a. Visginia c(�rpoxatiori I , . liv-______ . . . ........ _ 1 . I � - I � Charles R I la4y,h, its prosiell I � I Ill 11 0;o�, _ .... :", - _�____ I I I 1. I 0*-,N'r,,R of Tax Map Pwcel 04600�0"0-01800, . :. . I , , � . � I � , I I I I � - ' 14ORTNE LAND CO1`U?ORAT1ON,,a Vu�,�In�,a ci -rporaM�n � I B;V! __ ­ I I � IT,- preyi6ztlt , LIve: __ -,,---- " , , __ �_________________ Page'$ of 10, , (NOT APPROVED FOR -. --CONSTRUCTION !J ---"'*' OF PROJECT No.: V11F2000 DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31/17 SCALE'. NIA ,,,_ CAD I. D.: ,,, SDO ) 1. � FOR B R"O"" 00 K7 HILL SECT1111("W I BNO"CK, 8 4A & 8A . LO( _1AT10_,,N( OF' 8111'E, ROUTE 29 SEMINOLE TRAIL RD AND S'TATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA -11 r t' � I I � I - ,E] BOHLER, - � I I I E N a 11 N E E R H N a � � __ i I I i i ,28 BLACKWELL PARK LANE, SUITF 201- i I WARRENTON, VIRGINIA 20186 � I � , Phone., (540) 349-4500 i I Fax: ,'540) 349-0321 ? I i lerEirtir.cow, � V&� Mo B o i I Z�)rltt I I I I Lt: 7n �f-'N , APPROVED � _' -11 1- RkC.)FFERS, C ,103 1 OWNER nf Tzax,N,-Iap Parcel 04600-00-00-MDO- CRAFTON CORPORATION, �. Vir,�,m " corp w,.iwan By Its prv,idtw RROOKHILLINVESTIMENTS, I -1-C, 1 N"j"Erim limitcd ba'ilinv cornpany!(.(;rm6-t 1)aw; H:iI .1,ET.S�INITIA1., 51TE PLANVV1520L0SD0,DNG PRINTED BY: DRF_4,RD0N 7.31,17 0 M21 MA LAST SAVED BY: DREARDON ------- FINAL LAME nl A r "" YY BE !N AC APPPrWED K),OPACrANALYStSM MiSTRUC-1 tX, FOR, THE MAXANFAV WPROVEME ANIANDER PROP05ED �iA� 55 LAMAINDERTUNNE-L CROSSIM- EX"P31 T 1GURE B, POLO GROUNDS ROAD SALAMANDER . ................ ... ... . . ... . . ...... . [a REV181ONS REV DATE COMMENT BY K OW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast, It's free. It's the law. NOT APPROVED FOR CONSTRUCTION 777" PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31/17 SCALE; N/A x.,CAD 1. D.: SDO INITIAL SITE PLAN FOR B R, K H I L L SECT11"ON 1 BU)"CKS 4A & 8A LOCATION 01 ];ITE ROUTE 29 SEMINOLE TRAIL RD ANDSTATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA BOHLERi E N G1 N E E R I N 0 28 BLACKWELL PARK LANE, SU720 WARRENTON, VIRGINIA 20186 Phone- (1540) 349-4-500 Fax� (540) 349-0321 VA@BohlerEng.com O'k 6—DANIEL R. HINES Lic, No, 043176 'ok7/31/17 10 I NAL SHEET TITLE: A P R, k( - )"� E PRO'HIFERS- SHEET NUMBER: f --' 104 p ps, u 0 Pv, P4 _u -j _j D _j 76 8 .0 m w 0 QJ7G.T z < < 0 z< >: z Lu of < w 2> V) T uj z z > R P, > T: 0 T_ z yF U) X m U) Z 0 41 r4 P, P-(< 0 w ru Z < :E Z z < _j 2 y �z W, 6- W(7 4WLij 0C, QQ- F_-, a- �C�- �0 w 2� � —'T- 8 2 14 Z w z z z 0- REV181ONS REV DATE COMMENT BY K OW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast, It's free. It's the law. NOT APPROVED FOR CONSTRUCTION 777" PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31/17 SCALE; N/A x.,CAD 1. D.: SDO INITIAL SITE PLAN FOR B R, K H I L L SECT11"ON 1 BU)"CKS 4A & 8A LOCATION 01 ];ITE ROUTE 29 SEMINOLE TRAIL RD ANDSTATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA BOHLERi E N G1 N E E R I N 0 28 BLACKWELL PARK LANE, SU720 WARRENTON, VIRGINIA 20186 Phone- (1540) 349-4-500 Fax� (540) 349-0321 VA@BohlerEng.com O'k 6—DANIEL R. HINES Lic, No, 043176 'ok7/31/17 10 I NAL SHEET TITLE: A P R, k( - )"� E PRO'HIFERS- SHEET NUMBER: f --' 104 BrvApw&okhil:t:Dev:elopment LandUse Mat, p H:i15i))1520fl6',DP4VVINGSIPLAN SFT,5'.INMAL SITE PLANW162006PHQ.DV;r, PRINTM BY: DREARDON 7.1.75' �1122.AfA UA5TSAVFD BYElYAN,NFVVMAW APPROVED BROOKHILL DEVELOPMENT LAND USE MAP FROM CODE OF DEVELOPMENT JUNE 2016 -FOR REFERENCE ONLY - —IN Rf,1­VISIONS REV DATE COMMENT BY It's fast It's free. It's the law. NOT APPROVED FOR CONSTRUCTION i PROJECT No.: V152000 -Is DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31117 SCALE: AS NOTED CAD I. D.: �PHO 1� PROJECT: INITUL SITE PL.AN F�01� BROOKHILL SECTION I BLOCKS 4A & 8A 1,O(',,,NTlON OF* SFTF� ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 20' WARRENTON, VIRGINIA 20186 Phone: (5401,343-4500 Fax: (540) 349-0321 VA@BohlerEng.com E IEL R. HINES .0 Lic. No. 043176 ko, 71/31/17 J#; �0 cl N L AL SHEET TITLE: PFIASING PLAN SHEET NUMBER: 0 Z 02u, IT5 w r KC I L 2: c z 0, uj 0 uj < 0 uj Z 0 05 S zpa 0 zZ z w rw < LLJUJ= td iy r'PA Dzmzzz(L —IN Rf,1­VISIONS REV DATE COMMENT BY It's fast It's free. It's the law. NOT APPROVED FOR CONSTRUCTION i PROJECT No.: V152000 -Is DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31117 SCALE: AS NOTED CAD I. D.: �PHO 1� PROJECT: INITUL SITE PL.AN F�01� BROOKHILL SECTION I BLOCKS 4A & 8A 1,O(',,,NTlON OF* SFTF� ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 20' WARRENTON, VIRGINIA 20186 Phone: (5401,343-4500 Fax: (540) 349-0321 VA@BohlerEng.com E IEL R. HINES .0 Lic. No. 043176 ko, 71/31/17 J#; �0 cl N L AL SHEET TITLE: PFIASING PLAN SHEET NUMBER: 0 % B AOCK 10 L0 B"1110"WK 9" ii BLOCK LAND USE DISTRICT AREA PER BROOKHILL -tin 3E COD (AC) 6 NEIGHBORHOOD E u� , SERVICE CENTER 12.0 z 2 Ii 5,3 3 URBAN DENSITY 5,8 4 URBAN DENSITY 27.4 21.6 4A HAI 511)152tI)DrPAWINGSiPLAi,'ETS,lr4rflAL SITE PLAW)1520MPII0,DVV0 PRINTED BY: DREARQQN 7,31,17§Pll22AFA LAST S)%VEDBY: EVAN,NFVVMAN B" L OCK 16 �A S� ..... ... ... . I BLOCK LAND USE DISTRICT AREA PER BROOKHILL -tin !Pd COD (AC) 6 NEIGHBORHOOD u� , HAI 511)152tI)DrPAWINGSiPLAi,'ETS,lr4rflAL SITE PLAW)1520MPII0,DVV0 PRINTED BY: DREARQQN 7,31,17§Pll22AFA LAST S)%VEDBY: EVAN,NFVVMAN B" L OCK 16 �A S� ..... ... ... . I BLOCK AREA SUMMARY BLOCK LAND USE DISTRICT AREA PER BROOKHILL PROPOSED AREA (AC.) COD (AC) 6 NEIGHBORHOOD u� , SERVICE CENTER 12.0 z 2 URBAN DENSITY 5,3 3 URBAN DENSITY 5,8 4 URBAN DENSITY 27.4 21.6 4A URBAN DENSITY 10.80 413 URBAN DENSITY 10.83 5 NEIGHBORHOOD 8- DENSITY 12.3 6 NEIGHBORHOOD �FaCL DENSITY 7.2 7 NEIGHBORHOOD DENSITY 20.6 8 NEIGHBORHOOD a DENSITY 25.8 24.76 8A BLOCK AREA SUMMARY BLOCK LAND USE DISTRICT AREA PER BROOKHILL PROPOSED AREA (AC.) COD (AC) I NEIGHBORHOOD u� , SERVICE CENTER 12.0 z 2 URBAN DENSITY 5,3 3 URBAN DENSITY 5,8 4 URBAN DENSITY 27.4 21.6 4A URBAN DENSITY 10.80 413 URBAN DENSITY 10.83 5 NEIGHBORHOOD 8- DENSITY 12.3 6 NEIGHBORHOOD �FaCL DENSITY 7.2 7 NEIGHBORHOOD DENSITY 20.6 8 NEIGHBORHOOD a DENSITY 25.8 24.76 8A NEIGHBORHOOD 3 DENSITY 17.60 88 NEIGHBORHOOD DENSITY T17 9 NEIGHBORHOOD DENSITY 111.4 10 NEIGHBORHOOD 8.1 DENSITY �K. 11 NEIGHBORHOOD c.6 DENSITY 13.9 12 NEIGHBORHOOD DENSITY 9,9 13 NEIGHBORHOOD DENSITY 13.1 14 NEIGHBORHOOD 101 DENSITY 15 NEIGHBORHOOD 2'i.{7 DENSITY 16 NEIGHBORHOOD 11.5 DENSITY 17 NEIGHBORHOOD 19.1 DENSITY 18 NEIGHBORHOOD 383 DENSITY 19 NEIGHBORHOOD 3.2 DENSITY NOTES 1 PROPOSED AREA FOR FUTURE BLOCKS WILL BE REVISED AND INCLUDED WITH FUTURE SUBMISSIONS AS ENGINEERING IS FINALIZED 2, ROAD IMPROVEMENTS ALONG ROUTE 29 AND POLO GROUNDS ROAD INCLUDED IN SECTION I 200 100 50 0 200 1"=200' !ZF,V1810NS B - REV DATE COMMENT Fy KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's freeIt's the law, f - NOT APPROVED FOR IN. CONSTRUCTION :j PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY; RTY DATE: 7/31/17 SCALE: 1 "=200' CAD I.D.: PHO.I/ PROJECT: INITIAL SITE PLAN F,OR T7 T JT OOK11ILL SECTIO "N I BILC)"USS 4-A, & 8. 1,0CATION OFS17"p, ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA BOHLER' 1E N G H N E E R X N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com ,&XLTH 0 DANIEL R. HINES P Lic. No. 043176 '0(L 7131i1 7 477 ' 111110 NA SHEET TITLE: IP"FIASING PLAN MBFR SHEET NU 3 u� , uz 0< 0 z 1 71 W 11 0< fl IL (D, Fli -A z 73 0 8- LIA 0 a �FaCL <z < af -j tz ci af L), (D z L>, < 0 W co :5:T CL F WW wTR 'UT) Ld 0 0 Lu Lu hy m a X T -:D OC w 0 ul < 0 0 yj W 3 U) m 0 z 0 z -Lm W < a �K. 44W(D NJ NJ zW c.6 ra IN CL Lu b Lu W W a: -)zmzzz0- cr) !ZF,V1810NS B - REV DATE COMMENT Fy KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's freeIt's the law, f - NOT APPROVED FOR IN. CONSTRUCTION :j PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY; RTY DATE: 7/31/17 SCALE: 1 "=200' CAD I.D.: PHO.I/ PROJECT: INITIAL SITE PLAN F,OR T7 T JT OOK11ILL SECTIO "N I BILC)"USS 4-A, & 8. 1,0CATION OFS17"p, ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA BOHLER' 1E N G H N E E R X N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com ,&XLTH 0 DANIEL R. HINES P Lic. No. 043176 '0(L 7131i1 7 477 ' 111110 NA SHEET TITLE: IP"FIASING PLAN MBFR SHEET NU IIIIIIIIIIIIIIIIIItIIIIIIIIIIIIIfItIItIItIIIIIIIIIIIIIIt. .. ... ..... II... ...... . . .... .... tItIII- - ---- - --- 77� IIIIIItIIItIIIfIIIIII CURVE ARC LENGTH RADIUS DELTA ANGLE BEARING CHORD LENGTH C1 283.70' 1214.54' 13*23'00" -CHORD S 8 6'0 5'0 1 E 283,05' C2 161,54' 2191.47' 4* 1 3'25" N 8 9'20'1 2 E 161.50' C3 264.95' 761.14' , 19'56.39" S 7 8'3 4'47 E 263.61' C4 166.90' 487.18' 19*37'44" S 58*47'35" E 1 66.09' C5 318.31' 680,27' 26'48'33" S 62*23'00" E 315.41' C6 275-85' 1 1 31-90' 13*57'48" S 82'4 6'1 0 " E 275.7' C7 1,31.18' 360.60' 20*50'34" S 79'1 9'47" E 130.46' > Lu S; n a) LINE BEARING DISTANCE L1 S 68*54'30" E 1 1 6,78' L2 S 27'23'05" W 1 M8' L3 60' 12'31 E 100,84' L4 S 42 . 37'31 E -05.65' L5 IS 54*00'49" W 107,57' L6 IS 32'1 7'49 W 99-88 L7 S 1 0'2 5'3 3 W 107,62' L8 N 84*47'1 3" W 3M2' L9 S 22*56'43" W 159.99' L10 N 61'56'26" W 147.9 6' IIIfI. ... .... ... I. .. . . . . Ir IIIItIIIIIIIIIIIIIIIfIIIIII-;A- II---------- IItIitIIItkv 'w ItItIIIIIIT!, IIIIIIIIIIIPROPZRTY LINL IIIIIIIII(T 0 BE VA CA 7ED) (TbR) ItIIIN W IIIfIIIIIII100 IIIIIIf4 ItIOA IIav,_ IIIIIIItIIItgo ItIIIIIIIit fIIIIIIIIIIIIIIIItk tIIIIIIIIIItIIIIIitIitIIIIIIIIIIIIIIIIItIIIIIIIIIA, IIIIIIIIIIIIIIIIIIIIIIifIIIIIIIIIIIIIIIIIIIIIL IIIItIIIIfIIIIIIIIIIII(TO BE VACATEO) (T8R) IEX. PROPERTY LINE IIlip 7J IIIItIIIIIII. ... . .. ... IIIIIIIIfitIIIIIIIICK IIIIIIIIIIIfIItII. .. .... .... IIIIiIIIIIIIIIIIIIIIIIIIII50' INCRE V59),: T�_ RLES iIIIIIIItIIIIIIIIItIIIfIIIIItIifIItIItIIIIII. . . . ....... ItIIIIIIIIIIIIIIIIIIIIII ;7� IIIIIIIV IIfIIIIItIIIIifIIIIIIItIIIIIItIitIIIIIIffIIIIIIitIIIIIIIIIIIIIIIf IfIIIIfIfIIIIIIIIIIIIIIIIIItIIIIIIIIIIIIItIIIIIIIIIIitIIIItIfIIIIIIIIIIIIitIIIitIIIIIiIIIIIItIIIIIIIIIIIifitIE4SEM V1 IIIIT IIII'(TBR) IIIIIIIIItIIIItIIItIIIIIIIIIIIIIFROPERTY I INE IItIVA CA T -FO) (TBR) IIIEX, I(TO BE IIfIIIItr:­`p IIIIItIIItIIIIIIIIIIIIIIIIIIIIIIIf. .. . .. .... IIIIIIIIIIIIIifIIIIIItIIIIIIIIIitIIIIIIIIIII4t7 IItIIIIfIIIIIIIIIIIIII�vIIIItIAl .2 0'48 IIIIIV 4 IIitN. I21 - - - - --- - - - I......... . - - - - - - - I6 t. ..... IN 2871 70 tII5 '29 gr :4' T It7 7 L In, -4 IitII- - - - - - - Z7 IIIE UIL OL T IU IIR U ITE 29 IIIIIIIII H:'%15�V1521)�lf)\DFIAV,nNOSIPLAtJ SET�IINMAL �UE PLAN`V1520WEKDM PRINTED BY; RYAUGER 7 31,17 C2 12 5F3 PM 1,AFT $AVED BY: RYAVGER 4- N 0 T_R �4 - 1. AREA SHOWN IS IDENTIFIED AS "SECTION I" IN THE PROPOSED BROOKHILL DEVELOPMENT, AND IS THE SOUTHWEST CORNER OF THE FULL EXISTING PROPERTY. 150 75 37.5 0 150 REAT IS I ON S REV DATE COMMENT BY LLJ KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast, It's free. It's the jaw. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY: RTY DATE: 7131/17 SCALE: 1"=150' Nt., CAD I. D.: EPO NO= BiNTITIAL SITE PLAN FOR B KHILL R SECT1011-N I BLOCKS 4A, & 8A [,() C A11 ON 0-F 8 FrE ROUTE 29 SEMINOLERAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMAR! E COUNT\(, VA B 0 H E R' E N 0 1 N Is E R I N 0 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone- (W) 349-4500 Fax: (5,10) 349-0321 VA (a_)_Boh1erEnq. corn 811 TING C1011"N71)"I"ITIONS 00% EM L I T I ON PA L-t SHEETNUMBER: X P4 P4 uj cr ,�r ffi �� 0 -04- 2:0<LL, P4 P4 ow t; C) Ir4 < > Lu S; n a) Z Z > '0 cu H: P, 4i :c _J Z) Z LLJ Lu 0 0 uJ Lu 0 it Lu LLI �c LL 41 .2: F, LL1 U) Lr n� ix [� < UJ IZ H-4 cl. W 0 Lu Lu W X M Z Z Z CL� 4 CID REAT IS I ON S REV DATE COMMENT BY LLJ KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast, It's free. It's the jaw. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY: RTY DATE: 7131/17 SCALE: 1"=150' Nt., CAD I. D.: EPO NO= BiNTITIAL SITE PLAN FOR B KHILL R SECT1011-N I BLOCKS 4A, & 8A [,() C A11 ON 0-F 8 FrE ROUTE 29 SEMINOLERAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMAR! E COUNT\(, VA B 0 H E R' E N 0 1 N Is E R I N 0 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone- (W) 349-4500 Fax: (5,10) 349-0321 VA (a_)_Boh1erEnq. corn 811 TING C1011"N71)"I"ITIONS 00% EM L I T I ON PA L-t SHEETNUMBER: LIMITS OF OF T _4 f I t I t f PROP, MULTI FAMILYOT 001 4 APARTMENTS 111 LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE '949. J' N, 272J'06 t. MI z `66 :15 v ,� 1b -fit L �uj. v IV J2'15:5,7" E .. .. ...... ..... 7--, �n _= ............ .... . . ........ . .. . ... .. — ----- _­� . . ...... . .... . ------ ROUTE INOLE TRA, IL . . . . . . . .. . . . . ... ...... - ----- 29 SENI . . ........ ..... . . . . . ..... ...... . ..... . NOTES: ONLY PROPOSED IMPROVEMENTS SHOWN IN BOLD ARE PART OF THIS INITIAL. SITE PLAN (APARTMENTS, AND ROAD IMPROVEMENTS). ALL OTHER DASHED FEATURES AE PRELIMINARY IN NATURE, SHOWN FOR REFERENCE ONLY, AND SUBJECT TO CHANGE WITH FUTURE INITIAL SITE PLANS. H:115�V1520f?QIDP�A'.VINGSSP[,ANFFT3,INFTIAL SITE P1,AMV1524t10SP0.DWGPRINTFD BY. DREARDON M23AIM LABTSAVED EY: EVANINFMAAN 80 40 20 0 80 1"=80' 01 rS OF------- --- - ryar....... .. ........ _._--7 F -i S Fo- X L E z . . .... . ..... . . . ........ . 7 L-2 < T U, FF- 2 E2 V AIR .J < -5:D XT_ I- - < Fvi tt V -- y s 1F UA 0 cr) ara 7- Tt < s Lu m uj 0 ui W F- 0 TDT -jZDXZ W o uj < o QLu 0� Z 03 r4 _j U) M IK < Lu >- W < >. m X NOTES: ONLY PROPOSED IMPROVEMENTS SHOWN IN BOLD ARE PART OF THIS INITIAL. SITE PLAN (APARTMENTS, AND ROAD IMPROVEMENTS). ALL OTHER DASHED FEATURES AE PRELIMINARY IN NATURE, SHOWN FOR REFERENCE ONLY, AND SUBJECT TO CHANGE WITH FUTURE INITIAL SITE PLANS. H:115�V1520f?QIDP�A'.VINGSSP[,ANFFT3,INFTIAL SITE P1,AMV1524t10SP0.DWGPRINTFD BY. DREARDON M23AIM LABTSAVED EY: EVANINFMAAN 80 40 20 0 80 1"=80' 01 F -i S Fo- X L E z Q Q 7 L-2 < T U, FF- 2 E2 .J < -5:D XT_ I- - < Fvi tt UA 0 cr) ara 7- Tt < s Lu m uj 0 ui W F- 0 TDT -jZDXZ W o uj < o QLu 0� Z 03 r4 _j U) M IK < Lu >- W < >. m Lu W 0 [If W LLJ F�-3; IL 1� 0 W Lu W D z m z z z 0 - 41.4 4 <1 W-11 r R,EV1,810NS REV DATE COMMENT BY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the 'law. NOT APPROVED FOR CONSTRUCTION i PROJECT No,: V1526or DRAWN BY: EEN CHECKED BY: RTY DATE: 7131/17 SCALE: 1 "=80' CAD 1,D.: SPO j PROJECT: INITIAL SITE PLAN oj� BROOKHILL SECTION 1 BLOCKSM&8A I.00_�NTION OF S!' TF.. ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA BOHLYER E N G I N E E R I N G 8 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.corn r SHEET TITLE: OVERALL SITE PLAN SHEET NUMBER: C-300 E[:i761+fFG2GR(isG€'„S4dINGSiF[,F,HI$ET,l iNMAL SITE PLANIV762000SPO.DYYGPR,INTED 6Y: DRFARDON 7.31,47@1123 AM [-ASTSRVRD BY: FVAN.NEVWAAAN -PROP. &COINC. SIDEVIALK lee_" e, PROP. 8' CROSSINALK P 8 1- 30 75.00' 65' r— 8 28' H:i15',1115,0003DP-A4VIN(38"Pt,AN $FTSMITIAL SITE PLANIV1524MS P0.MVG PRINTED BY DREARDON 731A i @ 11:24 ANI LAST SAVED BY EVAN NrWAAN R.E-VISIO�CN8 REV DATE COMMENT BY IL KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law, NOT APPROVED FOR --CONSTRUCTION r PROJECT No.: V-1523DO DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31 /17 SCALE: 1 "=40' CAD I,D.: SPO V PROJECT: INITIAL SITE PLAN E401� BROOKFULL SECTION I BLOCKS4A&8A 1.,0C,fV_1'10N, OF81T'E ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com LAAAA r " DANIEL R. HINES ';p Lic. No. 043176 lip i 7/31/17 ONAI_ p 4A, SHEET TITLE: SITE PLAN SHEETNUMBER: C-302 �4 z P4 z u Wz.91 X �r r41y b < LL 0�1 0:1 �X_ <z :D cm rf) Lu In X IL m _j (D z m > C) w V) �, wz Q�r 00 Tw w a: 02 T —3 - S2 0 p E- F I-- 0 701.7- zt, ��:l ll� U) � 00 Z co U) z PCI W 0 0 g 2E w y Ull t) L>L z I "f Dg W (D �jL L" W, 'w MON. 0- Lli w w Dj I................ W11, Y_ :)Zmzzzo. 4, 7 rn R.E-VISIO�CN8 REV DATE COMMENT BY IL KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law, NOT APPROVED FOR --CONSTRUCTION r PROJECT No.: V-1523DO DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31 /17 SCALE: 1 "=40' CAD I,D.: SPO V PROJECT: INITIAL SITE PLAN E401� BROOKFULL SECTION I BLOCKS4A&8A 1.,0C,fV_1'10N, OF81T'E ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com LAAAA r " DANIEL R. HINES ';p Lic. No. 043176 lip i 7/31/17 ONAI_ p 4A, SHEET TITLE: SITE PLAN SHEETNUMBER: C-302 SITE PLANW152W0SP1}.DWG PRINTED BY- DREARDON 7.31A7@ ll:24 Al LA$TSAVED BY: EVANAEWNIAN < u �fj z � u uj- to z u; 04u.Q) t�4 CLQ uj z 0.0-7- �j Z . () 5- < of (D z LLJ M > � (j X- DA Z -, , �s 0 UZI: pX1 DX _J0 U,i 0 Lu < 0 0 ui co 0� ro z I> X" 0 Lu >- 0 >- - <c HU L Z LZ<Z L -L, Lu (5 W Dj CL W 0 Lli W uj m 73 z z (L REV DATE COMMENT BY ALWAYS CALL 811 BEFORE YOU DIG It's fast, It's free, It's the law. NOT APPROVED FOR CONSTRUCTION i PROJECT No.: V!520001N DRAWN BY: EEN CHECKED BY: RTY DATE: 7131/17 SCALE: 111=40' CAD I.D.: SPO PROJECT: r, I ITHAL r— SITEPPLAN FOR "bitimum, SECTI"N I BLOCKS 4. & 8A OF181TE ROUTE 29 SEMIICL E TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA BOHLER: E N G R N E FE R I N G 28 BLACKWELL PARK LANE, SUITE 20' WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com -Zln 0111 LIC. N0.043176 0 7/31/17 Al 08041 111111 .11 ....... ......... SHEET TITLE: P"LAN SITE/ nloiol i� obi o0 on UMBER C -303 $ITFPLANiVIF,20fg-).SPQDWrPRIVTEDWt: DREARDON 7,,31,17@11.24 AM LAST&AVED BY: EVANAEWMAN REV DATE COMMENT BY MIMMMOM It's fast. It's free, It's the law, NOT APPROVED FOR CONSTRUCTION !i r' PROJECT No.: V152000`4� DRAWN BY: EEN CHECKED BY: RTY DATE: 7131/17 SCALE, 1 "=40' \CAD I,D.: SPO .� �v PROJECT INITIAL SITE PLAN FOR T BITZOU'u"KHILL S- ECTIO"N I BLU"CKS 4A & 8A AND STATE ROUTE 643 POLO: GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA orf 28 BLACKWELL PARK LANE, SUITE 2C WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.coni .Tj4 -I In 010, -Z Lic. No. 043176 0, 7/31/17 (o7 CO 4AL ii�ljtm> SHEET TITLE: S-�IT'E 7rr-"'I,AN -iE'S1--- ----iii 1 ET NUMBER: C-304 u) < 0 z CI a z O < Z (D -,0 6 ff < IL FD fro 0 z 44 cr Q L-2 ISE Y, < (L rL T- 44 -Z(D Z W X UJ Z Z > q � 1�', 1-0 > LY CC -j 0 0 W W T m T T :D W 0 Lu <t 0 Q LIJ (1) 01 0 Z 5= GCI 4� C) uj z < z W, 0- 0 ui ()� UJ F- z z 0 LU Lli Wo �F "2 Lu 61 -:g: t fp + REV DATE COMMENT BY MIMMMOM It's fast. It's free, It's the law, NOT APPROVED FOR CONSTRUCTION !i r' PROJECT No.: V152000`4� DRAWN BY: EEN CHECKED BY: RTY DATE: 7131/17 SCALE, 1 "=40' \CAD I,D.: SPO .� �v PROJECT INITIAL SITE PLAN FOR T BITZOU'u"KHILL S- ECTIO"N I BLU"CKS 4A & 8A AND STATE ROUTE 643 POLO: GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA orf 28 BLACKWELL PARK LANE, SUITE 2C WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.coni .Tj4 -I In 010, -Z Lic. No. 043176 0, 7/31/17 (o7 CO 4AL ii�ljtm> SHEET TITLE: S-�IT'E 7rr-"'I,AN -iE'S1--- ----iii 1 ET NUMBER: C-304 t I Z STM L�A5 AZIV LIN I Z5Vt- fkDISTURBANCE fLIMITS OF,—, DI a I URDAICE NSTM tr fNi--- LIMITS OF TM DISTURBANCE LIMITS OF -M C32 TM 7 13 10 .. ....... ...... .... ....... -- - --- _ - -- - __ --- STM . .... ..... .... 100 GE OF DISTUR54 C12 ROND B LIMITS & C10 6 APARTMENT$ PROP. MULTIFAMILY LIMITS OF"', -DISTURBANCE ­QSTM 0 INA t 6 UF tOF DISTQRBANCI:: ttPROP. MULTIFAMILY APARTMENTS P P. RO M _TIFAMILY APAR MENTS t c_� rc?l F LIMITS OF ',A 711 U161URBANCE Tj co !'�,LIMITS OF D—URBANCE /Ou �4 F uu I C20 f jr PROP. MULTIF APARTMENTS L— — — — — — — 'LIMITS OF 1 PROP MU TIR y APART V4EN DISTURBANCE 4:1 100 T DIS URBAN LIMITS OF -- CE R I. . . . ... . ............. f. . ........... . . ... ........ fit.... ... . .. t------ LIMITS ........ ... . .. ... .. t . .. . .... DISTURBANCE !��LIMITS Or Al 42.37 DISTURBANCE 0. 6� t6 1U -7 0 ... ..... . .. . . N 7 442 . ....... . . 810 40 20 0 80 V= 80' H�1,1�5%,Y$52000,DP�A%�ONGSIP�-A�iZ��--,]NrYlAL 1ITEKAMV162QQWF�Q DVVG PRINTED BY DREARDON 7,31 17 �g I 1�,16AM LASTFAVEDBY DREARDON R,E,N71810N8 REV DATE COMMENT BY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the I@W4 NOT APPROVED FOR CONSTRUCTION PROJECT No.: V1520OF- DRAWN BY: FEN DATE: 7131117 SCALE: 11=40' N1. CAD I. D.: GPO../ PROJECT: I NNTITIAL SITE PLAN TFOR 04f_'%KHILL BIR, "ECT110"N 1 !;111. BLO"'CM 4A & 8A 1,C)CA'FION OFbIllE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA T R BOHL E N G I N E E R I N G 128 BLACKWELL PARK WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com .......... m ANIEL R. HINES Lic. No. 043176 7/31/17 SHEET TITLE: r -11A 7ERALL GRAD-11ING PLAN ............ . SHEET NUMBER: C - 4 10" 0 < 0 < 'T g0 < cr oo 7 - LA 0 n z < < tx P4 uj ca .4 Lr �j X Z Z > (D 0 F - i: D 7- Z) 11� z w 0 Lu 0 0 LIJ af U) Z E] 4, e A Z2 P4 0 41 121- > Lu zt < 2� Ff" 'u Z A �� �� 0- 1,- 5i! uj 0 cj� z rQ -P P� 0- uj T Z m Z Z 7- 0,, R,E,N71810N8 REV DATE COMMENT BY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the I@W4 NOT APPROVED FOR CONSTRUCTION PROJECT No.: V1520OF- DRAWN BY: FEN DATE: 7131117 SCALE: 11=40' N1. CAD I. D.: GPO../ PROJECT: I NNTITIAL SITE PLAN TFOR 04f_'%KHILL BIR, "ECT110"N 1 !;111. BLO"'CM 4A & 8A 1,C)CA'FION OFbIllE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA T R BOHL E N G I N E E R I N G 128 BLACKWELL PARK WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com .......... m ANIEL R. HINES Lic. No. 043176 7/31/17 SHEET TITLE: r -11A 7ERALL GRAD-11ING PLAN ............ . SHEET NUMBER: C - 4 10" 0 STM J ­ 0A B nsTm­ _T1 E < is m C < LL LL X F ID .... . . ... STM qTM CLJRB-AND GUTTER < (D < 0 4, Ott ti CI- A 'ARTME NTS z e, Lt0 Lu < 0 0 LIA 0 fL' V) Z On _j (0 m , �-4 z 'COR&AND, 0- LLJ >- <f 2- y z ul Ci v ir a' w '0 W' w I M p c pq D Z (u Z Z Z CL GUTTER REXISIONS REV DATE COMMENT BY j FUTURE 5'--- SIDEWALK LIMITS OF - DISTURBANCE ----------- MENEM IINIITSOF­­�­ Ful U� ta" DISTURBANCE.......' ------- ��,_mug _0 2� 77 if KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVEDLFOR CONSTRUCTION j IT DRAWN BY: EEN STM DATE: 7131/17 SCALE: 1 "=40' %.. CAD I, D,: GPO i H2 SITE PUN IFOR SECTIO'N I BL'I'lu"CKS 41� & 8A J,0(._.'A'F10N OFBEFE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA BOHLER' E N GH N E E R1 N 0 128 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com DANIEL R. HINES Lic. No, 043176 7/31/17 STM TM AD G 111k4"ING PLAN SHEET' NUMBER: C-401 C14 STM FFE= 442.50 C3 cp . ......... ... .. ...................................... ........... STM J ­ 0A B nsTm­ _T1 E < is m C < LL LL X F ID .... . . ... STM qTM CLJRB-AND GUTTER DWOPRINTEDBY DREARDON @ 11::SAM LAUSAIJEDFM DREARDQN K ', -1 Fu E WE < < (D < 0 4, Ott ti CI- A 'ARTME NTS z e, Lt0 Lu < 0 0 LIA 0 fL' V) Z On _j (0 m , �-4 z P, 0 Kn 0- LLJ >- <f 2- y z ul Ci v ir a' w '0 W' w I M p c pq D Z (u Z Z Z CL REXISIONS REV DATE COMMENT BY 77 S -TR KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVEDLFOR CONSTRUCTION j r PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY' RTY DATE: 7131/17 SCALE: 1 "=40' %.. CAD I, D,: GPO i H2 SITE PUN IFOR f_N'T7 T IT ROOK14ILL B SECTIO'N I BL'I'lu"CKS 41� & 8A J,0(._.'A'F10N OFBEFE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA BOHLER' E N GH N E E R1 N 0 128 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com DANIEL R. HINES Lic. No, 043176 7/31/17 41 AD G 111k4"ING PLAN SHEET' NUMBER: C-401 FFE= 442.50 FFE= 432.50 C3 z m Cit DWOPRINTEDBY DREARDON @ 11::SAM LAUSAIJEDFM DREARDQN K ', -1 Fu E WE < < (D < 0 4, CI- -Z d0 Z >-O- LL, � < T Lu z z 5; > 10- C', 0 "1 ILI z e, Lt0 Lu < 0 0 LIA 0 fL' V) Z On _j (0 m , �-4 z P, 0 Kn 0- LLJ >- <f 2- y z ul Ci v ir a' w '0 W' w I M p c pq D Z (u Z Z Z CL REXISIONS REV DATE COMMENT BY 77 KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVEDLFOR CONSTRUCTION j r PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY' RTY DATE: 7131/17 SCALE: 1 "=40' %.. CAD I, D,: GPO r PROJECT! IN."ITIAL SITE PUN IFOR f_N'T7 T IT ROOK14ILL B SECTIO'N I BL'I'lu"CKS 41� & 8A J,0(._.'A'F10N OFBEFE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA BOHLER' E N GH N E E R1 N 0 128 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com DANIEL R. HINES Lic. No, 043176 7/31/17 SHEET TITLE: AD G 111k4"ING PLAN SHEET' NUMBER: C-401 u) U� z LL, zu U. z< FU ft� n (I. P T <(D PHi Rim Q tr CL z UJM ��50� — f < M Z Z> uj LU X < Of Z W OW 0 0 LU LLJ W Z < Z -J �eQE 0 W Lij Ld 6- w o w WT co I A I t x 11 N 3 f 3T^,. N- ,:..:.:i 1 I A I I k A I .. .... ...... -v ve, Z Wl H'l I 5U,✓ 15200DORAWINO%PLAN S EMINMAL 'ITE PLANMF2000ra!`Q MS PRINTED BY. DREARDON 7.31 . 17 @ 11:25 AM. LAST 5AVFD BY. DREARDON STM A04 u) U� z LL, zu U. z< FU ft� n (I. P T <(D PHi Rim Q tr CL z UJM ��50� — f < M Z Z> uj LU X < Of Z W OW 0 0 LU LLJ W Z < Z -J �eQE 0 W Lij Ld 6- w o w WT co I A I t x 11 N 3 f 3T^,. N- ,:..:.:i 1 I A I I k A I .. .... ...... -v ve, Z Wl H'l I 5U,✓ 15200DORAWINO%PLAN S EMINMAL 'ITE PLANMF2000ra!`Q MS PRINTED BY. DREARDON 7.31 . 17 @ 11:25 AM. LAST 5AVFD BY. DREARDON HAl 5W 15200CKDPAWINGSi-PLAH S FTSVN rf IAL 51TE PL ANW152Q0Q1,FQ.DVW, PRINTED BY: DREARDON 7,31.17@11:25AM LA5TSAlTDBY. DFlFARD0N SEE 71810NS REV DATE COMMENT BY IL� I It's fast. It's free. It's thelavv. NOT APPROVED FOR CONSTRUCTION i PROJECT No.: V I 52( 0'V DRAWN BY: EEN CHECKED BY; RTY DATE: 7/31117 SCALE: .111=40' CAD I.D.: GPO PROJECT: I N111 `1 A L SITE PLAN BR,u,uK-FllILL SBCT10"N I BLU"'CKS 4A & 8A ,U)CWFION OFSJTT, ROUTE 29 SEMI OLE 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: (54(1) 349-0321 VA@BohlerEng.coni 0 DANIEL R. RIMES' Lic. No. 043176 �, 10 M " 7 C NAV SHEET TITLE: GRA, DING PLAN SHEET NUMBER: C-403 W Fn P4 ti P4 � z zz U -< Lli P4 b Z, 0 m 0 dF UJ 0 is Z n z U U.1 Lj �E Q. IL � 44 5 r-, X - 0 z (D g� 0 z uj � Q ca < Q) Lu Z ZJ. > jM jE 0 U) X W Lli m (D P 0 el mF D T- z W 0 Lu < 0 U Lu (1) Z 0 Oa zf�,5 Ell 41, Lij < R z 7. LLI 0- t Lu (D uj z z 0 -j LLJ c) L a- w 0 w ul W I SEE 71810NS REV DATE COMMENT BY IL� I It's fast. It's free. It's thelavv. NOT APPROVED FOR CONSTRUCTION i PROJECT No.: V I 52( 0'V DRAWN BY: EEN CHECKED BY; RTY DATE: 7/31117 SCALE: .111=40' CAD I.D.: GPO PROJECT: I N111 `1 A L SITE PLAN BR,u,uK-FllILL SBCT10"N I BLU"'CKS 4A & 8A ,U)CWFION OFSJTT, ROUTE 29 SEMI OLE 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: (54(1) 349-0321 VA@BohlerEng.coni 0 DANIEL R. RIMES' Lic. No. 043176 �, 10 M " 7 C NAV SHEET TITLE: GRA, DING PLAN SHEET NUMBER: C-403 - -4 --,r -LIMITS OF DISTURBANCE LL �Z- Nr 0 'v W, Z TAINING Il�kL, EIGHT ± 26' (9 Z LL] Wuj -i'm -4 uj 5; z z of QW Lli iOF T -D z RBANCE 0 w 0 Lu U) 2� m U) Z Oi 0 < �R JR Z z < :5- >- u < z :5 �e- (LnL1 Lu T 1, Zo 44 Lzu w -8 4 6- Lu 0 al E:j� U-1 Z nzmzzzo- f-2 is -e OF SANCE % as HL1151VI52QQrjDFt,AVVINGS}PLAr4 $ETS%jN-fTIAL SITE PLANW1-521()QGrP0.DM, PRINTKI BY: DREARDON 7.31 17101126AVI i,ASTSA1X-DBY: DRFARD0N -ZINVERTED RETAINING WALL AND CULVERT `HEAD WALL SYSTEM OF Ww k tit /.;,LIMITS OF IDISTURBANCE C, -A V-4 �Rk 0 ff, t Z INVERTED RETAINING WALL AND CULVERT �A HEAD WALL SYSTEM W LL �Z- Nr 0 'v W, Z (9 Z LL] Wuj -i'm -4 uj 5; z z of QW Lli T -D z 0 w 0 Lu U) 2� m U) Z Oi 0 < �R JR Z z < :5- >- < z :5 �e- (LnL1 Lu T 1, Zo 44 Lzu w -8 4 6- Lu 0 al E:j� U-1 Z nzmzzzo- f-2 is W LL �Z- Nr 0 'v W, Z (9 Z LL] Wuj -i'm -4 uj 5; z z of QW Lli T -D z 0 w 0 Lu U) 2� m U) Z Oi 0 < �R JR Z z < :5- >- < z :5 �e- (LnL1 Lu T 1, Zo 44 Lzu w -8 4 6- Lu 0 al E:j� U-1 Z nzmzzzo- f-2 is REVISIONS REV DATE COMMENT BY FUI OW TTMAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVED FOR CONSTRUCTION r'PROJECT No.: DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31117 SCALE: 1 "=40' CAD LD.: GPO PROJECT: INITIAL SITE PLAN B, OKHILL f"N A T SECTION I BLk0`C-AT7'qS- 4 A & 8 A I 1,C)CA110N OF SITE ROUTE 29 SEMI ]OLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA BOHLER' E N G R 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 DANIEL R. HINES .0 Lic, No. 043176 '0 71/31117 10 - NAL SHEET TITLE: SHEET NUMBER: f-1 VI -404 a H "I 5W *20000RAINING51PLAN $FMINITIAL SITE PLAN1V152W-3M,DWG PRNTED R -f: DREARDON T31 17 @ It26AWI LAST SAVED BY. DREARDON RAF Y.18TONS REV DATE COMMENT BY KNOW WHAT'S BELOW ALWAYS CALL 811 13EFORE YOU DIG It's fast. It's free. It's the law. L-- - -- --- - - ---- .... ........................... .. ....... . -- - 11 NOT APPROVIED FOR CONSTRUCTION r PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY: RTY DATE: 7131117 SCALE. i 11=40' CAD I .D.: GPO Z�-/ PROJECT:, SITE PLAN FOR BROOKHILL SECT1,110"N I BLOWKS 4 A/1 & 8 OF SIT'E ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA --I%s KU BOHLER' E N G1 N E E RK N G 8 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540} 349-0-321 VA@BohlerEng.com - ikeP&I n Oil DANIEL R. HINES 'P Lic, N0.0431 76 7/31/17 A7 lot ONALS �- — SHEET TITLE: � GRADING PLAN I SHEET NUMBER: 40 5 . .. . . ....... B1 ST N., RAF Y.18TONS REV DATE COMMENT BY KNOW WHAT'S BELOW ALWAYS CALL 811 13EFORE YOU DIG It's fast. It's free. It's the law. L-- - -- --- - - ---- .... ........................... .. ....... . -- - 11 NOT APPROVIED FOR CONSTRUCTION r PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY: RTY DATE: 7131117 SCALE. i 11=40' CAD I .D.: GPO Z�-/ PROJECT:, SITE PLAN FOR BROOKHILL SECT1,110"N I BLOWKS 4 A/1 & 8 OF SIT'E ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA --I%s KU BOHLER' E N G1 N E E RK N G 8 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540} 349-0-321 VA@BohlerEng.com - ikeP&I n Oil DANIEL R. HINES 'P Lic, N0.0431 76 7/31/17 A7 lot ONALS �- — SHEET TITLE: � GRADING PLAN I SHEET NUMBER: 40 5 00" 004� too), lip 001 00t st OF iP �F ni. X1 .......... .. ......... LN 4vt b . . . . ....... .. ... V, V H, OWL IV A - --- ------ ------ ........ ... .. . II F1 J'N j . . . .... ... ... ... . .. N TI X . ..... ..... ..... ... ............ h, A, S, Wi v PROP. IO' SDR -35 SAN. LINE RVED, Ai f f 4 % f 7777777�� W % V % t -A TJv –n E)R S S IN X ------ ------ ----- ..... -w V6 X 100 jj ig -�u 2" m H'll 5kVI520QG1DP-AWINGTPLAN SET' IINITIALSITE PLANW152OWUP011I PRINTED BY: DREARDON 7,a1,17 kff_, 112' .Afl 4AST SAVED BY: EVAN,NFVVNIAN RE-V18TONS REV� DATE COMMENT BY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fiast� It's free. It's the law. It= ........... ... NOT APPROVED FOR CONSTRUCTION 00. PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY: RTY DATE: 7131/17 SCALE: 1 "=150' CAD I , D,: UP0 PROJECT: INITIAL SITE PLAN F OR BRO1,10"KHILL SECT1110"NI, BL'u"CKS-1 4A & 88A TOc,k-L,10-N 01-1 - ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA J D L IR TD IE 8 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 11A n7l pnh1,arj="rf — OVERALL UTILITY PLAN -- --- - ---- 150 75 37b 0 150 1 1 "=150' SHEET NUMBER: c 00 F- < LLj, <(D fto FE T- c 0 w 0 F- w 0 p" TZ LU u k-� �q 0 z < CL OT- g (D Z D1W!?' � a > � j P4 Lu z z > X w W -j 061 � asw �r E ft� L') DX 5 z UJOUJ <00LU O� m U) Z 0 0 r, E3 'N 0 < IT oLuD� -z' rw L`L] <zi < m z u LILA (D LIJ Ui G] a- Lu 0 Lu Uj I DZwZZZ(L �g <1 RE-V18TONS REV� DATE COMMENT BY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fiast� It's free. It's the law. It= ........... ... NOT APPROVED FOR CONSTRUCTION 00. PROJECT No.: V152000 DRAWN BY: EEN CHECKED BY: RTY DATE: 7131/17 SCALE: 1 "=150' CAD I , D,: UP0 PROJECT: INITIAL SITE PLAN F OR BRO1,10"KHILL SECT1110"NI, BL'u"CKS-1 4A & 88A TOc,k-L,10-N 01-1 - ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA J D L IR TD IE 8 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 11A n7l pnh1,arj="rf — OVERALL UTILITY PLAN -- --- - ---- 150 75 37b 0 150 1 1 "=150' SHEET NUMBER: c 00 1112" 130V ANOWCAP m Fd.W 1)12': AND W/L F1 I F-1 if PROP. 12' BOV AND WIL C U) STM FUTURE 5' �(316 PROP. 15" RCP SIDEWALK ST C15 LIMITSOE F - i BANCi DISTUR 4, 1) 1T'x 12'x 6"TEE- 2) IT GV 1) 6"GV 2)12"x 12" x 6" TEE 2)12° GV 1) 6 -GV ppySy LIMITS OF -- DISTURBANCE if I m L 12" CROSS 4) 12" GV ROP k—) .0 2)12'x12"x6"TEE -V2) 1Z GV 'I) 6`GV PROP. 24" RCP 0 mQ 6�A2) 12" x 12" 6" TEE )1 1) 12'x 12'x 6" TE]E 22" GV 2) 12" GV1)6-GV PROP. 12" DIP WATERLINEW W w — �w —w— W—w- W— w— __w w STM PROP. FH 1) 12" x 12'x 112'TI=E �J C12 3)12" GV PROP. 24" RCP STM en 1)12"xI2"x6`TEEL-7- 2)12" GV STM 1) 6"GV 1) 12'x 12'x 8TEE PROP. g 7F jE 2)12" GV 24" RCP z 9 STM ITURE 5 ' C17 DEVVALK P",j � 00' r-- -L. -j PROP. L <1 LL 'z- CG -12 �-4 T- 0 < < < 1) 12" Bov— , AND W11. CAP w— L STM Cla < < LIMITS OF— DISTURBANCE STM C19hP > U) �!c WZZ5 xX Of --j W 0 m RR LTI w m Fd.W 1)12': AND W/L F1 I F-1 if PROP. 12' BOV AND WIL C U) STM FUTURE 5' �(316 PROP. 15" RCP SIDEWALK ST C15 LIMITSOE F - i BANCi DISTUR 4, 1) 1T'x 12'x 6"TEE- 2) IT GV 1) 6"GV 2)12"x 12" x 6" TEE 2)12° GV 1) 6 -GV ppySy LIMITS OF -- DISTURBANCE if I m L 12" CROSS 4) 12" GV ROP k—) .0 2)12'x12"x6"TEE -V2) 1Z GV 'I) 6`GV PROP. 24" RCP 0 mQ 6�A2) 12" x 12" 6" TEE )1 1) 12'x 12'x 6" TE]E 22" GV 2) 12" GV1)6-GV PROP. 12" DIP WATERLINEW W w — �w —w— W—w- W— w— __w w STM PROP. FH 1) 12" x 12'x 112'TI=E �J C12 3)12" GV PROP. 24" RCP STM en PROP. 36 R PROP. 36" RCP--' J'STMI -PROP. 15"R z rn;:Ux ZG)O 00- C3 I STM C06 1)12"xI2"x6`TEEL-7- 2)12" GV STM 1) 6"GV 1) 12'x 12'x 8TEE PROP. g 7F jE 2)12" GV 24" RCP z 9 i 8!'GV PROP. 36 R PROP. 36" RCP--' J'STMI -PROP. 15"R z rn;:Ux ZG)O 00- C3 I STM C06 r R -F, VP8 10 N -S, REV DATE COMMENT By ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the taw. H:1,1511)1520'YX7 DRI,ININGB,PL,AN SFTSaINITIAL SITE PLAW/1670L)D1JP0,DVVG PRINTED GY: DREARDON 7.31. It (—+ 11 27 AM LAST SAVED BY: EVAKNONMAN I �Jeyd. I r7 Op +" Z DANIEL R. NINES Li c. No. 043176 xl%k, 7/31/17 4 N At - SHEET TITLE: UTILITY PLAN '2HEET NUMBER: 0 1 < 0 g 7F jE u) z 9 � �911 z P",j � 00' r-- -L. -j L <1 LL 'z- �-4 T- < < < LLJ ❑ < < Z UJ 'EZj > U) �!c WZZ5 xX Of --j W 0 m RR LTI w 0 F- F,- �V- Z WOLU <OQUJ 0; ++ as �L13 PH 0 < Lu z < z 0 z CL a g Lu Lr -Ujj z z P uJ ❑ fu) 3 aw � Z) z w z Zz n Klg r R -F, VP8 10 N -S, REV DATE COMMENT By ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the taw. H:1,1511)1520'YX7 DRI,ININGB,PL,AN SFTSaINITIAL SITE PLAW/1670L)D1JP0,DVVG PRINTED GY: DREARDON 7.31. It (—+ 11 27 AM LAST SAVED BY: EVAKNONMAN I �Jeyd. I r7 Op +" Z DANIEL R. NINES Li c. No. 043176 xl%k, 7/31/17 4 N At - SHEET TITLE: UTILITY PLAN '2HEET NUMBER: 0 1 LIMITS OF— DISTURBANCE I(- DISTURBANCE 12" DIP WATERLINEW STM STM A-06 All PROP. 12" x" CR SS�MN "4 --LIMITS OF 2 -12"' GV DISTURBANCE PROP, AT ow V4 2 - 8" GV 12'x 12'x 8" TEE � h too V9 12"(3V Pl�—QP. A H`l'Wl529MDRAV0NGS1PLAN 9ETS11N[TIAL SITE PLAr4',1J1',2f]Q0UK,QM PRINTFD BY: ORFARDON 7.5l 17 Cg 17 7 AM LAST SAVED BY: EVANNEWMAN 0- 40 20 10 0 40 1 40' RK�11,310NS REit TE COMMENT BY ALWAYS CALL 811 BEFORE YOU DIG It's fast, It's free� It's the law. ■ r'PROJECT No.: vi 52000 ----------- EEN CHECKED BY: RTY DATE: u < 0 1 "=40' ,J) z s. u - LG. Q0.', 8D �-I' U 41 wz Lij L-1 [L Ixa;of (w) z B L� 0 ui Lu 1 F 2 —0 w 0 7- uj <00 W v, I -j ul � m U) Z 0 w4y, 9 16E 0 LIA < 0 Bj I A a f w Tn -wj (DM 2 Z Lu Lu �2 CL Lu 0 W Lu W m 7)zmzzzo, RK�11,310NS REit TE COMMENT BY ALWAYS CALL 811 BEFORE YOU DIG It's fast, It's free� It's the law. ■ r'PROJECT No.: vi 52000 DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31 M 7 SCALE: 1 "=40' CAD I.D.: UPO PROJECT: INITIAL SITE PLAN FOR f -,N T BRUIUK111 I L L SECTIO"N 1 BUCK4A & 8A 1,,0C',,Yr'J0N 01, SiTfl" ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA --S TL � R I N C, .28 BLACKWELL PARK LANE, SUITE WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: ,540}349-0321 VA@BohlerEng.com X DANIEL R. HINES Lic. No. 043176 7/31/17 r SHEET TITLE: UTILITY PLAN SHEET NUMBER: C 0 2 TfC T-TT.TN' %I E S-T1--'1EE'-1` Q S WITS OFL (51 .................. P; A DISTUFRBANCE LIMITS OF DIST URBANCE--\ ST A7 %1 PROP, 12'BOV AND ')V/LCAP Ilk I VN A PROP. 12" x 12" x 12" TEE A CD % 15 Ufa V\ %fill ok VII,5 N WITS OFL .................. P; A DISTUFRBANCE ----too STM too ,,.—J) 12' x 12' x 8' T EIE 1 12- GV A03 ILV 8"GV ...... .... .. . 100 LIMITS OF FC A-1 LIMITS OF DIST URBANCE--\ ST A7 %1 PROP, 12'BOV AND ')V/LCAP Ilk I VN A PROP. 12" x 12" x 12" TEE A CD % 15 Ufa V\ %fill ok VII,5 N SETSMMAL SITE PLAW,1152QWjPi3,D1,1A, PRINTED BY: URFARDON 7.;2.'[7 Cg 11V AV LAST ';AVFD RY: EVARNFINMAN sw 3 404 G; JT X"CHLINE S H, 40 20 10 0 40 I"= 403' 0 < Z 0 JE LL LL z < CL < 2 P 0 : 0) Lij 0 < cf) 0-7- 44 � Z0 < (9Z 5� W Q� Ir < ZZ> -J)W Lu Q P c5 0 Lu 0 Lu mozo 40 liv, 0 0 z Z z < uj C7 fY fY X LAJ z LLJ J) 0— 111 0 W Lu W2 REVISIONS REV DATE COMMENT BY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. tt's free. It's the law. NOT APPROVED FOR CONSTRUCTION r PROJECT No.: 715777l'o DRAWN BY: EEN CHECKED BY: RTY DATE: 7131117 SCALE. IN1=4U CAD I,D.: UPC/ r PROJECT: INITIAL SITE PLAN FOR -"f"KHILL B01 R 1 ul, SECT10"N I BUO'CM-71) 4A & 80,A f,OC,-XF1ON 01-1' X11 -'E ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA - - ----- ------- TD� 0 Y -Tr TL Tr- iD2 ziL L R FINGENIEF-pli N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540 349-0321 UTILITY PLAN SHEET NUMBER: 4�1 `03 WITS OFL .................. P; A DISTUFRBANCE ----too STM too ,,.—J) 12' x 12' x 8' T EIE 1 12- GV A03 ILV 8"GV ...... .... .. . 100 LIMITS OF SETSMMAL SITE PLAW,1152QWjPi3,D1,1A, PRINTED BY: URFARDON 7.;2.'[7 Cg 11V AV LAST ';AVFD RY: EVARNFINMAN sw 3 404 G; JT X"CHLINE S H, 40 20 10 0 40 I"= 403' 0 < Z 0 JE LL LL z < CL < 2 P 0 : 0) Lij 0 < cf) 0-7- 44 � Z0 < (9Z 5� W Q� Ir < ZZ> -J)W Lu Q P c5 0 Lu 0 Lu mozo 40 liv, 0 0 z Z z < uj C7 fY fY X LAJ z LLJ J) 0— 111 0 W Lu W2 REVISIONS REV DATE COMMENT BY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. tt's free. It's the law. NOT APPROVED FOR CONSTRUCTION r PROJECT No.: 715777l'o DRAWN BY: EEN CHECKED BY: RTY DATE: 7131117 SCALE. IN1=4U CAD I,D.: UPC/ r PROJECT: INITIAL SITE PLAN FOR -"f"KHILL B01 R 1 ul, SECT10"N I BUO'CM-71) 4A & 80,A f,OC,-XF1ON 01-1' X11 -'E ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA - - ----- ------- TD� 0 Y -Tr TL Tr- iD2 ziL L R FINGENIEF-pli N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540 349-0321 UTILITY PLAN SHEET NUMBER: 4�1 `03 LIMITS OFtoo DISTURBANCE STM 00 liv too `HLINE AT4 LIMITS w 10019 OF DISTURBANCEit J & 0I I (pt 00t 100 RPA SUFTTR fj ' RPA LIMITS OF DISTURBANCE PROP. UTILITY POLE ml�--\\ \\ \ Ig VIM W 0 PROP. UTILITY POLE 12 - STM A31 ZINVERTED RETAINING WALL AND CULVERT HEAR WALL SYSTEM A� OF of 'AIT MITE OF ISTURBANCE VET TAP cr 4a, 2' INVERTS© RETAINING WALL AND CULVERT HEAD WALL SYSTEM -i'A-1) PROP _V1 -7. Iv�,, 11 ,, // , Irl t lVcm%15 Olkl�71 I I 40 20 10 0 40 1"= 40' H: 116W 152fMIDRAVVINGMPLAN SETTINMAL 01TE KANW152000UPODWG PRINTED BY: DREARDiDN 7.31.17 Cd, llr F - RI 5W $ 5'0000RAVVI ND S,1 PLAN F, ETS11N IT IAL SITE FLAP 011 52000 UFO. MG PR 1N TED R Y: DREA RDQN 7,' ,1, 17 Ca, 1128 AM LA T SAVE€3 BY: EVAN, N FVNIMA N gSTM 942 Q -c�� �E Fr C) of IV -1 ,U z 0 V) `1) f Lij L) < n z z at j , < (D > 0 U, LLI I-- b :0:) 1Xu 00 10" L�6 � Z 0 o) M Cf) u LJ L� P, PH 0 Lu Z, z t1 'jZ z LL), ZO uj K5 Uj UZI �-11 0 U) (1) 5 � ox 0- Lij 0 Lij W uj =)ZWZZZO- ff gSTM 942 REVISIONS REV DATE COMMENT BY u IMF i ALWAYS CALL 811 BEFORE YOU DIG It's fast, It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V15200 -r - DRAWN BY: EEN CHECKED BY: RTY DRTE: 7/31/17 SCALE: 1.1=40' \CAD I .D.: UPR PROJECT: INITIAL, SITE PL FOR — BROOOKHILL S E C TN 1 BLUCWKS 4A & 00.E 1,0('P �r �MONOF*8,1'117E.� ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA I TD-) D 0 Lij JE\ TDD) E N G R N E E R X N G 28 BLACKWELL PARK LANE, SUITE 2011 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com Of XLTH 6, DANIEL R. HINES LIC. No. 043176 J65 7/31/17 ✓ ONALV� SHEET TITLE: UTILITY PLAN SHEET NUMBER: Q -c�� �E Fr C) IV -1 ,U z 0 V) `1) Lij L) < n z z at j , < (D > 0 U, LLI I-- b :0:) 1Xu 00 10" L�6 � Z 0 o) M Cf) u LJ L� P, PH 0 Lu Z, z t1 'jZ z LL), ZO uj K5 Uj UZI �-11 0 U) (1) 5 � ox 0- Lij 0 Lij W uj =)ZWZZZO- ff REVISIONS REV DATE COMMENT BY u IMF i ALWAYS CALL 811 BEFORE YOU DIG It's fast, It's free. It's the law. NOT APPROVED FOR CONSTRUCTION PROJECT No.: V15200 -r - DRAWN BY: EEN CHECKED BY: RTY DRTE: 7/31/17 SCALE: 1.1=40' \CAD I .D.: UPR PROJECT: INITIAL, SITE PL FOR — BROOOKHILL S E C TN 1 BLUCWKS 4A & 00.E 1,0('P �r �MONOF*8,1'117E.� ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA I TD-) D 0 Lij JE\ TDD) E N G R N E E R X N G 28 BLACKWELL PARK LANE, SUITE 2011 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com Of XLTH 6, DANIEL R. HINES LIC. No. 043176 J65 7/31/17 ✓ ONALV� SHEET TITLE: UTILITY PLAN SHEET NUMBER: r�:i1>iV f52t�@'JSGR.A4YING5t,PLAN SETSIINJTI.4L SITE PLAN;V15'_Q90t€JP01MG PRINTER BY: UREARDON 7.$f. 17 6- 1128 Am LAST SAVED BY; E:VAN.NEVVMAN 8 mi NOTES, ES t SEE LIT: TABLE ON SHEET C-200 FOR PROPERTY LINE BEARINGS AND DISTANCES. 3, THE CONTRACTOR SHALL REFER TO THE COUNTY OF ALBEMARLE TREE. CONSERVATION PLAN CHECKLIST, 4, ALL SITE PLANTINGS OF TREES AND SHRUBS SHALT... BE ALLOWED TO REACH AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SMALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT." q b s L Vp .� 1, .r :t e � ®ra` I .. :. -::.. ._._ .... „,,,:,. n. ,.,.,,. • , - ., :.:. � � _ ,. x. .. � , � : �:.. i r � :;gym ---" � �'! , —_ :-.� _:. ...� �---�..:_..�....._ .. .-_....-.-,- .: 1, _.--'sem L•. �: F 00 a- ° n a is :. 1` � � I � gin-, � '� 1 r ,. -' J i _ n ; .., � ., . �..w ,.._., �-�~:. L ._ -vr . __ ._..n :, t ', a,_�-•u --LIMITS OF A LIMITS OF DISTURBANCE 35 a ° 3`I6" d`j w�wWliwr +M�I��30i 9 f a ti22 4r "..7 1, :>. > — - -. -:: ' _..,._ "�.., a .. - a s _ .f :.,> >.,,t .a'�.-. �,..'*„,x>s.,,. :.,�' =Via. ax"„^ r.,�d:a.,.,�-..>b.�.:,�s:,;:::,,,,: s .Nq_f^ .tee„r s.... ,q� g 7 �74 ;=� ' - ':r _,i, '� t-:, � ;:, ... .. � , .. ,_ -.: ._. .. �, _.��: .�.,."�='. - "'.,- � -.,u � v.,;:- .... ,,. �a:r°�.,;„�..,r �. .. !i` 3� 1�3! H 11 l,kV I62000',DPAY41NOi TIP€.Ahi OFTS1lNff lAL SITE PLAE'diV154i1{16LPt7. D`P,Lt's PRINTED BY: DREARDON 7:31,17 Lixi, 11.4Ml LAST SAVED BYDRE°ARD1�N LANDSCAPE SCHEDULE KEY QTY. BOTANICAL NAME COMMON NAME SIZE REMARKS SHADE TREE(Sj PLO 12 PLAT ANUS OCCIDENTALIS rMAERICM18Yi`MAORE 2 ifM' CRL. 8r8 OAC 91 GUERCUSACUTISSIMA SAWTOOTH. OAK 210.3"GAL. 8+8 SUBTOTAL 10$ ORNAMENTAL TREES) At. 5 AMELANCHIER LAEVIS ALLEGHAW SER,VICEBERRY 8119 B+B cc 70 GRACIE GANADENSIS EASTERN RiEDBUD 2-21/2" CAL 6+8 SUBTOTAL: 75 DECIDUOUS SHRUB(S) VD 42 VIBURNUM DENTATILIM ARRGWWOOOVIBURNUM 3.41 8+8 SUBTOTAL: 42 EVERGREEN SHRUB(S) INS 226 ILEX X'NELLIE R. STEVENS' NEiLIE STEVENB HOLLY 4-5` 8+8 VR 220 VIBUf 4UMXRTYTIDOPHYLLUM LEATHERLEAFVIBURNUM 34 8+8 SUBTOTAL 46,1 w «a r ZLIJ �, LL Z�txc� `+ WQD�-.J _ 4I w d fi r: (L Jam ¢ >u, 7X- -I X / t -� 5U2 ""rlF-m'�� s Qty' �k(L re E J i ” >Li100Ww r i P CcF— r-�' W 0,-, iO0 W 'E'^ -0 m, 1-4 E O a, E 'r �O a ' LILJ [I < 5; i E W.�”` Z�� W ' �4 b-Eu0wwIII � + + M REV DATE COMMENT BY 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.: V1529GCt DRAWN BY: EEN CHECKED BY: RTY DATE: 7131117 SOLE: 1"=80' CAD I. D.: LPO PROJECT: INITIAL SITE PLAN FOR RO' Of KHT LL SECTN BLOCKS 4 ;& . ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 Pt Ltd GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA r. D3 0 YL -IT TL T71 .,. r> *. VIRGINIA 20186 "` ! ! 349-0321 VA@BohlerEng.com rjc d y f „ c/— nv SHEET TITLE r"NVEMALL PLAN SHEET NUMBER: vp Ili "#I I -2VR 5GE z .................... Lu LL CGF C9 _j¢h 310 110 t2 ,el, 2 Jv_ 2 -2 VR " p e1 as 4 m Z < Q Z :7 X CQ > W uj W M ;p :c w0wdQQLIJ I QAC j; QQ .............. ej (D ej El P, W Z - Z< LLJ d- t LLI ED z z Lu tv 0- L, OW LIJ WSa D Z CLI Z Z Z OL. 111 4 + iE En vp Ili "#I I -2VR F" MI 9A PLO - iv PLO 3 I 210 2 CCF 3P5 3A cc 0 11 � ull 7� - - 11 1_' 1, /JL_ -�,�3 PLO 3 PS 71X�, 3 J 3 PLO 1 PLO 210 -4 JV PS 3 PS 3jv� -3 Ps 110 PLO 3 PLO 3 PLO 3 PS 2 PS 3 PS -,f ne PROP. TREELINE e. P5 PROP. TREELINE "41 CCFP PLO ALBEMARLE COUNTY, V"A,"' go D 0 _�= L Tr-lqR NG 8 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540) 349-03291 VA@BohlerEng.com y DANIEL R. HINES Lic. No. 043176 7/31117 'NAL SHEET TITLE: LAN E)�CAPE PLAN SHEET NUMBER C-701 H:tl5YVII,�2OMDFLI,11,qNG&PL-A,+ISETSi€NITIAL SITE KAN%Vl520M[,MDW3 PRINTED BY: DRFARDON 7r31.17p1l,2QAM IASTSAVED BY:EIREARDON 5GE .................... I CGF 310 110 iv, 1 1 2 Jv_ 2 -2 VR " S I QAC .............. .. .... ...... ................ "'A -'; -. I `{ -�: ��€ � Ali. _. 0 ,. .: E ; .; i. I J, ; . � .... �j 8 VR 2 VD --\ 2 VD-\ f 1 Gv 2 VD RI _0 0 -117/ VQ _f?) 21NS 2 INS - 21N S ?h F" MI 9A PLO - iv PLO 3 I 210 2 CCF 3P5 3A cc 0 11 � ull 7� - - 11 1_' 1, /JL_ -�,�3 PLO 3 PS 71X�, 3 J 3 PLO 1 PLO 210 -4 JV PS 3 PS 3jv� -3 Ps 110 PLO 3 PLO 3 PLO 3 PS 2 PS 3 PS -,f ne PROP. TREELINE e. P5 PROP. TREELINE "41 CCFP PLO ALBEMARLE COUNTY, V"A,"' go D 0 _�= L Tr-lqR NG 8 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540) 349-03291 VA@BohlerEng.com y DANIEL R. HINES Lic. No. 043176 7/31117 'NAL SHEET TITLE: LAN E)�CAPE PLAN SHEET NUMBER C-701 H:tl5YVII,�2OMDFLI,11,qNG&PL-A,+ISETSi€NITIAL SITE KAN%Vl520M[,MDW3 PRINTED BY: DRFARDON 7r31.17p1l,2QAM IASTSAVED BY:EIREARDON 5GE I CGF 310 110 iv, 1 1 2 Jv_ 2 410 " S F" MI 9A PLO - iv PLO 3 I 210 2 CCF 3P5 3A cc 0 11 � ull 7� - - 11 1_' 1, /JL_ -�,�3 PLO 3 PS 71X�, 3 J 3 PLO 1 PLO 210 -4 JV PS 3 PS 3jv� -3 Ps 110 PLO 3 PLO 3 PLO 3 PS 2 PS 3 PS -,f ne PROP. TREELINE e. P5 PROP. TREELINE "41 CCFP PLO ALBEMARLE COUNTY, V"A,"' go D 0 _�= L Tr-lqR NG 8 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540) 349-03291 VA@BohlerEng.com y DANIEL R. HINES Lic. No. 043176 7/31117 'NAL SHEET TITLE: LAN E)�CAPE PLAN SHEET NUMBER C-701 H:tl5YVII,�2OMDFLI,11,qNG&PL-A,+ISETSi€NITIAL SITE KAN%Vl520M[,MDW3 PRINTED BY: DRFARDON 7r31.17p1l,2QAM IASTSAVED BY:EIREARDON '-3 QAC ki 3 C 2 PLCs 310 3 JV 210--- 3 jv- 310- REYISIONS REV E COMMENT BY KNOW WHAT'S BELO AL\.AlAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. q h�;l 1 1 j. NOT APPROVED FOR PROP. MULTIFAMILY WOODED AREA CONSTRUCTION APARTMENTS -NMITS OF :j 5 DNTURSANCE 3 PLO 1�3 PS PLO BEELINE-\ WO 5W I 52QOQ�DRAVVI NGWL -AN F, ETB,IN IT )At SITE PLANW1 5200QM. DAU , PRI N TED 5Y: DRF RMN 7,' 211. 17 �j-1 11:29 AIA [,AST SAVED BY, DR F -A RDON `3 PS \-4 EEN PS 2 PLO L C) ca 11 -A Fj-wj;,�g 40' 4,91VT VoAlukllofl r PROJECT No.: V152000"N DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31/17 SCALE: 1 11=40' \.CAD I. D.: LPO � u PROJECT: INITI'Pull SITE P LUN -P-p, "KETILL -DA0 uf 'n SEF"CTIO"N I BLkf-J*',CKS 4'A & 8A U)CALTJON Of-, I b!T'E ROUTE 2'9 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUN' DS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA iD 0 11-11 E JQ D ]ENGINEERING 8 BLACKWELL PARK LANE, $UITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com 0 SHEET TITLE: LANDSCAPE A PLAN SHEETNUMBER: P -W 0 1 C-7 1,4 Jr LIMITS OF DISTURBANCE 4- —EX. RETAINING WALL MAX HEIGHT i 26' H:',Ib1V16200r)VJrAVVINGr{PLAH,9FTS1!r,fITIAL SITE P[,AW/1E,2GWLP13.DVG PRINTED BY: DRFARDON 7 31A7,g'11:29 AP -A LAST SAVED BY; DREARDON 2 PL 3 JV -210 1-2 CCF) A LIMITS OF DISTURBANCE REVISJONS REV DATE COMMENT BY 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 Na.: V1 52i�00 DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31/17 SCALE: 1..=40' CAD I.D.: LPO 'PROJECT: INITIAL SITE PLAN T�, A OR BAUIUKTH11ILL SECTIO"'N I BUC)CKS 4A & 8A LO (I 'AC HON OF'SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA �4 :5 E T-D-� Q= E N G H N E E R IN G� WARRENTON, VIRGINIA 20186 Phone: (540) 34-0-4500 Fax: (540):349-0321 VA @B o h I e rEn g com ­ .... . ......... ... ...... 11.11.1111.11 2m 0 DANIEL R. HINES P .0 Lic. No. 043176 7/31/17 SHEET TITLE: LANDSC APE SHEET NUMBER: C71 , 3 < z C) iE v) a- -�,o 7 �4 3: — W (D Z ------ > ce <U)a: LUZZ5 r I— w w (K J > � 0 0 W Lu =57-x* T_ M (D P C) I— F- F- P T ri ku < 0 0 Lu � IQ (1) Z 6 af 9 Z Lu < Z� � �e �z W IL t, Z 0 Lu W 4 4 0 F- '0 ................ 0- u1i :D Z Ca z z z 5. # 41 _611 15 fj­­ REVISJONS REV DATE COMMENT BY 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 Na.: V1 52i�00 DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31/17 SCALE: 1..=40' CAD I.D.: LPO 'PROJECT: INITIAL SITE PLAN T�, A OR BAUIUKTH11ILL SECTIO"'N I BUC)CKS 4A & 8A LO (I 'AC HON OF'SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA �4 :5 E T-D-� Q= E N G H N E E R IN G� WARRENTON, VIRGINIA 20186 Phone: (540) 34-0-4500 Fax: (540):349-0321 VA @B o h I e rEn g com ­ .... . ......... ... ...... 11.11.1111.11 2m 0 DANIEL R. HINES P .0 Lic. No. 043176 7/31/17 SHEET TITLE: LANDSC APE SHEET NUMBER: C71 , 3 A ,g 2 CCFP 2' INVERTED RETAINING WALL AND CULVERT V9 HEAD WALL SYS 71 EM 3jV LIMITS OF- 3 I067, DISTURBANCE 3 PL > 1 PROP. TREELIKE c 3V # 3 iv 1 C 31 100 ER RPA 3 PS 310 5 VR 5 j � 310 —EX 100 RPA BUFFER 3 PS 310 —3 10 f u� zO 3jV 0 z uj 0 LIMITS OF --- t'r to "e. L �9 is � DISTURBANCE OF 1,BANCE 310 uj u < 2' INVERTED RETAINING WALL AND CULVERT V9 HEAD WALL SYS 71 EM 3jV LIMITS OF- 3 I067, DISTURBANCE 3 PL > 1 PROP. TREELIKE c 3V # 3 iv 1 C 31 100 ER RPA 3 PS 310 5 VR 5 j � 310 —EX 100 RPA BUFFER 3 PS 310 1_4 C-7�3 JATCHLIN'I], SHEET ZINVERTED RETAINING WALL AND CULVERT HEAD WALL SYSTEM FP Ilk 'F OF X S. l,%, V N E .`R C Aj 310 c-qig�'r-g-q- 3 VRA CCFP qk al Is NRI,N4 Vy LIMITS �DISTUI 2 PLO IVH --3 VRA Ru,v; VIR 0 mm it Hp —9 VR � tv -2jV 7 V 2 PLOA7,7 2JV q A VRI Ir J _0 11Q 2 is 2' INVERTED RETAINING WALL AND CULVERT HEAD WALL SYSTEM CG -128 I UT HAI 5il) 1U0001DRA1N1NGWLAN $FTSMITIAL S1'rE PLANM 62=LP),DWQ, PRINTED BY: DREARPON 7,31.17 C5 11:30 ANI LEST SAVED BY; DREARDON go )v_jX *--gv)w it 40 20 10 0 40 —3 10 f u� zO 3jV 0 z uj 0 LIMITS OF --- t'r to "e. L �9 is � DISTURBANCE 310 uj u < n' (D Z Lu co 2 > d: z > lo- 0 ww w Tan T T_ co :2� E 3 PS 3jv w 0 W < 0 0 uj _j U) IY ca 07 Z L) q_ 2 PLO 310 Lu < W < < U) Lu Z _j 2E y X v) 3 JV w(D waf,_j P z z 0 0 uj 1_4 C-7�3 JATCHLIN'I], SHEET ZINVERTED RETAINING WALL AND CULVERT HEAD WALL SYSTEM FP Ilk 'F OF X S. l,%, V N E .`R C Aj 310 c-qig�'r-g-q- 3 VRA CCFP qk al Is NRI,N4 Vy LIMITS �DISTUI 2 PLO IVH --3 VRA Ru,v; VIR 0 mm it Hp —9 VR � tv -2jV 7 V 2 PLOA7,7 2JV q A VRI Ir J _0 11Q 2 is 2' INVERTED RETAINING WALL AND CULVERT HEAD WALL SYSTEM CG -128 I UT HAI 5il) 1U0001DRA1N1NGWLAN $FTSMITIAL S1'rE PLANM 62=LP),DWQ, PRINTED BY: DREARPON 7,31.17 C5 11:30 ANI LEST SAVED BY; DREARDON go )v_jX *--gv)w it 40 20 10 0 40 r REYISIONS TE COMMENT BY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law, ... . ............................. NOT APPROVED FOR CONSTRUCTION I 0' PROJECT No.: V1526v_6� DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31/17 SCALE: 1 i1=40' CAD .1 I. D,: LPO/ PROJECT: INITIAL SITE PLAN ; p .1 OR BR1001KHILL SECT1110"N I 131,4C)"ICKS 4.ck & 8A LOCA'FION OF81TE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA iuTM/ 0 7 --Tr i1a SER EINGI NEE ?,ING aw4*1141"Amm, WARRENTON, VIRGINIA 20186 Phone: (W) 349-4500 Fax: (540) 349-0321 VA@BohlorEng.com ................................... . ..... ­­ I ---A LTH ko, DANIEL R. HINES Lic. No. 043176 0 7/31/17 NA1. (-SHEET TITLE: LANIT -) S C APE PLAN SHEET NUMBER: C7" 0 4 f u� zO 0 z uj 0 t'r to "e. L �9 is � z 1< 0 uj u < n' (D Z Lu co 2 > d: z > lo- 0 ww w Tan T T_ co :2� E w 0 W < 0 0 uj _j U) IY ca 07 Z L) q_ l� lip 1� 4 0 Lu < W < < U) Lu Z _j 2E y X v) w(D waf,_j P z z 0 0 uj -w 8 rl,-, Lu 01 :Dzmzzzo- it 121 E r REYISIONS TE COMMENT BY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law, ... . ............................. NOT APPROVED FOR CONSTRUCTION I 0' PROJECT No.: V1526v_6� DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31/17 SCALE: 1 i1=40' CAD .1 I. D,: LPO/ PROJECT: INITIAL SITE PLAN ; p .1 OR BR1001KHILL SECT1110"N I 131,4C)"ICKS 4.ck & 8A LOCA'FION OF81TE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA iuTM/ 0 7 --Tr i1a SER EINGI NEE ?,ING aw4*1141"Amm, WARRENTON, VIRGINIA 20186 Phone: (W) 349-4500 Fax: (540) 349-0321 VA@BohlorEng.com ................................... . ..... ­­ I ---A LTH ko, DANIEL R. HINES Lic. No. 043176 0 7/31/17 NA1. (-SHEET TITLE: LANIT -) S C APE PLAN SHEET NUMBER: C7" 0 4 4"x4" POSTS, 8'-0 B" MIN. TO 12" MAX. RA STRIP AND 6" SPACI FINISHED .5" ASPHALT SURFACE COURSE (SM 9.5A) ASPHALT BINDER COURSE (IM 19.0) /--13" COMPACTED STONE BASE (21-A) 5" ASPHALT SURFACE COURSE (SM 9.5A) ASPHALT BINDER COURSE (25.0) COMPACTED STONE BASE (21-A) COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) NOITE: - 1, SECTION SHOWN IS BASED ON FINAL FLEXIBLE STRUCTURAL DESIGN MODULE. FINAL DESIGN WILL BE PROVIDED WITH FINAL CBRS ON COMPACTED SUBGRADE, HEAVY DUTY ASPFIALTPAVEMENTSE CTION STANDARD DUTY ASPHALT PAVEMENT SECTION NOT TO SCALE NOT TO SCALE 10'-0" O,C, MIDDLE UNIT(S) 9'-0" O.C. END UNIT(S) N E OT iS: 1) SEE PLAN VIEW FOR TRAFFIC BARRIER LOCATION(S). 5) EACH PLANK SHALL BE SECURED TO EACH POST WITH (2)-1 IN, X 6-2' IN. CARRIAGE 2) POSTS AND PLANKS SHALL BE PRESSURE TREATED LUMBER. BOLTS OR WITH (2) -ii IN. x 4 IN. LAG SCREWS WITH WASHERS, BOLTS OR SCREWS 3) PLANKS SHALL BE PAINTED COMPLETELY WHITE, POSTS SHALL BE ARE TO BE PLACED TWO INCHES (2 IN.) FROM EDGE OF PLANKS, PAINTED WHITE ON ALL SIDES TO WITHIN SIX INCHES (6 IN.) OF THE GROUND LEVEL. 6) WHERE NECESSARY FOR SAFETY OF PEDESTRIAN TRAFFIC, A FULL EXTENSION OF 4) GOOD QUALITY OIL BASE EXTERIOR GRADE PAINT MUST BE USED, SIX INCH (6 IN.) HIGH THE BARRICADE MAY BE REQUIRED TO THE LIMITS OF THE RIGHT-OF-WAY. INTENSITY REFLECTIVE ORANGE AND WHITE STRIPE TAPE ON ONE SIDE FOR THE FULL 7) WHERE PROVISION MUST BE MADE FOR ACCESS OF EQUIPMENT AND LENGTH OF THE BARRICADE. AUTHORIZED VEHICLES, LOCKABLE GATES MAY BE PROVIDED IN ONE SECTION OF THE BARRICADE, "I'RAFFIC BARRICADE DETAIL NOT TO SCALE PP Di' N DIPUAMEWHE ENT SIZES Of JOD INLET NVERTS IN ACCORDANCE WITH 17vLF_yR TO T&,$E SIRWTURES SPECIFIED T OF GABOVE MERT OF ET IS TO BE FORMED 41D CO STRUCTED SHAPE TO ELEVATION 0 MID-potNT OF I.AROES,r PIPE SHAD_ TO V)NitUR v I OPPiPff- 17 !SLOPE TO DRXN TO iNVERY iOF RPEE SECTION A -A OUTLET METHOD OF TREATMENT IN DROP INLET :fir S 0 SLOPE TO DRM 70 KVERT OF 1OUTLET PIPE 511 , I - 'Di A PLIC ABLE STANDARD OR SPE -CIA L DRAWING, PORTLAW CEMENT CONCRETE MX CONFOR14LNG TO MASS A3 OR TIFINVERT Z HAPING� AS DETAILED HERSOM IS TO CONSIST OF A CLASS C1, EXCEPT THAI' 25Y OF COARSE AGOREG.ME MAY BE UP TO A" iN DMETER AND CDlnS ST OF STONE, 5ROKEN BMCK BROKEN CONCRETE Oft BROKEN CONCRETE BLL -'X. TKE SURFA E SHALL 13E LEFT SMOOTH BY AiANS:DEH TROWELLING. NE I OF I'RE COARSE Aj�OREGATE SH&L FEWNN EXPOSED. DETAILS OF INVERT %9,PING A;S SHOWN�-EREON ARE FOR EYMPLE PURPOSES ONLY. EACH NIAN44OLE OR DROP 114LET IS TO BE, SHAPED N011YIDJALLY TO EVEST FIT THE PARTICULAR INLET AND OUTLET COW;O�AAT*N AND FL,0W LIMES. SECTION B -B PLAN METHOD OF TREATMENT IN MANHOLES -%Vt)OT C$E ROAD AND BRIDGE STANDARDS STANDARD METHOD OF SHAPING RPE RUERENAT1C SHEETVISIGN DATE I MANHOLE & INLET INVERTS 108�08, OF KVIRGKIA DEPARTMENT V TRANSPORTATION PAVEMENT DIMENSION(S) ON PLAN VIEW REFER TO FACE OF CURB 2.0- /-6" CONCRETE 6" COMPACTED STONE BASE 6x6 WWM (10 GA.) COMPACTED SUBGRADE (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., FIN HEAVY-D-L-ITY CONCRETE SECTION NOT TO SCALE 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 P,SA, IF PRECAST, -HEADE, R CURB DETAIL NOT TO SCALE 6" PAVEMENT DIMENSION(S) ON PLAN VIEW REFER TO FACE OF CURB 2'-0' V -1-1/2"R 1-1/2"R I Z_ SPILL CURB & GUT'_F'ER COLLECTOR CURB & GUT'FER 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 114" (±1/16") WIDE, V DEEP. EXPANSION JOINTS SHALL BE PLACED @ 40'-0" INTERVALS, MAXIMUM, AND ALL P,C.'S, CONCRETE CURB &GUTTER DETAIL NOT TO SCALE TRUN DOME P/ NOTE: - 1. ADA ACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT ADA ACCESSIBLE GUIDELINES. ADA ACCESSIBLE RAMP DETAIL NOT TO SCALE RETE PAVEMENT SECTION PAVEMENT SURFACE TACK COAT -1 (SEE PAVEMENT DETAIL) -A RATE (APPLIED AT 0 LOF 0,2 GALLONS/S.Y.) CON, RE-,F'E-l'O.-ASP-J[-T,A-L,T DETAIL NOT TO SCALE \--PAVED SURFACE/ CONC, PAD--, T TAPER Z CURB T TAPER BREAK GUTTER PAN I RIP -RAP PAD PLAN CURB (PER SITE PLAN) /—I" RADIUS 2 =CURB a TAPER BREAK TTAPER ELEVIkTION CURB BREAK DETAIL NOT TO 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 1/2" WIDE PREMOLDED BIT. MATERIAL SHALL BE INSTALLED AT 30' INTERVALS, CRACK CONTROL JOINTS TO BE SPACED AT INTERVALS EQUAL TO SIDEWALK WIDTH. CONCRETE SIDEWALK DETAIL NOT TO SCALE TRUNCATED DOME PATT EDGE OF CURB ---i 4 SLOPE SLORE r. 12:1 MAX, 121 MAX,_ MIN. NOTE, ADA ACCESSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CORRENTADA ACCESSIBLE GUIDELINES, ADA ACCESSIBLE RAMP DETAIL NOT TO SCALE 6" COMPACTED STONE BASE —COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) N 0 TE': 1, SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 5. FINAL DESIGN WILL BE PROVIDED WITH FINAL CBRS ON COMPACTED SUBGRADE. STANDARD DUTY CO.NCRE'FE SECTION NOT TO SCALE FULL, HEIGHT CURB 3'CURB TAPER _1" RADIUS PAVEMENT 4�R DETAIL CURB TAPL NOT TO SCALE 1/2" RADIUS - PROPOSED PAVEMENT Zo (SEE PAVEMENT DETAIL) "TACK COAT --J (APPLIED @ 0.2 GALt,.ONS/S,Y.) NOTE: 1. CONCRETE TO BE 3000P,S.1, @ 26 DAYS. 4" CONCRETE WALK W/6x6 WWM (10 GA) 2% MAX. SLOPE ... .. . .... L4" COMPACTED 21-A STONE MONOLITHICCURB AND SIDEWALK DETAIL NOT TO SCALE r 4� u) Z 0 P4 z 7) �J Q z 0 'j, z r- P4 p 0 0 0 - _j Z U ju:< -i < �1'T! C) P4 t4, p Z ui 0 < T_ Z:5 C;�CL Z> < AD < W z z > QQ > < W 0 0 Lu Wt� T- J: im;� I_ 0 F ­ 0 di 0 W 0 0 Lu z'4 C-9 T P� �2 0 m [�>- �3 1- Zt❑ tz; z Z < - 2 ��t ��: -1 �z W(D 0 F-2 I< W 0� W 0 Gi W D z m z z z 0.P, A 4` -0 4 - In 'e" 7n z REVISIONS REV DATE COMMENT BY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast, It's free. It's the law. ED FOR 110N rPROJECT No.: 7157-71 DRAWN BY: FEN CHECKED BY: RTY DATE: 7131/17 SCALE: NIA k.CAD LD.: SDO PROJECT: INITIAL SITE PLAN OR BRO"OKHILL SECTRON I BLO "CKS 4A & 0 OA LOCATION OF:'31TE ROUTE 29 SEMI NOLETR AIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA BOHLER 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 0 IVA DANIEL R. INE 7"'� Lic, No. 043176 7/31/17 01 SHEET TITLE: _"NSTRUCT1(1)'N "E T A� I'L S L) SHEET NUMBER: C-900 A EX, WATER OR--- STORM PIPE ­, '-- - + iY-0111 > 20'-0" LO -A CONCRETE ENCASEMENT REQUIRED WHERE CLEARANCE BETWEEN SANITARY SEWER PIPE AND WATER OR STORM PIPE IS LESS THAN 18" EITHER ABOVE OR BELOW SANITARY SEWER. KIM CLASS "C" CONCRETE ENCASEMENT '-----SANIT.ARY SI PIPE ONE LE MIN. I PE Ix EX WATER C R STORM PIPE CONCRETE-l'NCASEMEN T DETAIL NOT TO SCALE z 0U) 0 I- 0 0 Z) ca ui W 1— 9 0 (1) �1) UJ 0 SECTION A -A 12" —REFLECTIVE ALUMINUM LEGEND AND BORDER - GREEN RESERVED WHITE SYMBOL ON BLUE BACKGROUND PARKING BACKGROUND - WHITE TYPICALATALLADA SPACES VAN ACCESSIBLE THIS SIGN TYPICAL AT ALL "VAN ACCESSIBLE" PARKING SPACES PAINT INSID BLDG,- EPO,' PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW `GALVANIZED "U" CHANNEL POST r ___4" DIA. SCH. 40 GALVANIZED STEEL PIPE BOLLARD PAINTED OSHA YELLOW FILLED WITH CONCRETE PAINT CONCRETE BLACK AFTER CURING AT ASPHALT LOCATIONS H --- __i�--- NOTE: ONE AT EACH ADA SPACE. WHERE ADA SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES OLLARD MOUNTED ADA PARKING SiGN F)ETAI 3,000 P.S. I CONCRE ASPHALT OR----, CONCRETE AS DETERMINED BY TRAFFIC SURFACE NOT TO SCALE 18" SQUARE CONCRETE ENCASEMENT (3000 P.S,l CONCRETE) 4" SEWER CLEANOUT CAP--- ......... ... .... . .... . ----- - - - ---- SAND CUSHION--. 3000 P.S.I. CONCRETE - 6" PVC ENCASEMENT PIPE-/ TRAFFIC RATED CLEAN0,_tljT DETAIL NOT TO SCALE H:li51U t:*2444ipF.nb4ih'3S;PLAP3 SE.TS1Vdl1'IFL SITE p[.APJSJi�Oi?'JS RQ.C}'NG PREPI'TE❑ F]Y: RFEAF�€Ji3Pt 7.31.t7 r(� 11:301 hh.9 LF,�C 8A'lECi @'Y: fJi?f'.Arip�Pi #5 BARS VERTICAL 32" O.C. Wi (SE 7" W.W.M. ON 6" AGG, BASE & 12" WIDE FTG. AROUND PERIMETER OF SLAB PROVIDE I" DIA, - 6" LONG GALV. PIPE EMBEDDED IN CONCRETE FOR CAMELOT. 18 GA, PAINTED METAL GATE (BOX RIB OR EXPANDED METAL) SEE JAMB DETAIL AT RIGHT PLAN VIEW 18 GA. CLEANED, PRIMED -D METAL GATE. ELEVATION CONCRETE FILL TO BE ROUNDED FOR PROPER RUN OFF "STEEL TUBE EMBEDDED 12" INTO FOOTING. 6" 1/2" DIA.X 8" BARREL BOLT LOCK (ONE GATE) 1" X 18 GA. METAL DECK 3"X 4"X 1/4" METAL ANGLE FRAME 4 SIDES EA. GATE 2 PAIR McKINNEY T4133781 HINGES EA, GATE. 8"X WX 1W C.M.U. WALL (SPLIT FACE BLOCK TO MATCH BUILDING) 3/8" DIA. BAR WX 2" WELDED TO STEEL TUBE 16" C.C. 5"X 5"X 1/4" STEEL TUBE W/ 5"X 5"X 114" CAP PLATE tt EMBEDDED 12" INTO FOOTING I 1/2"X I 112"X 3/16" METAL ANGLE DIAGONAL BRACE JAMB DETAIL CEMENT PLASTER CROWN 8'-0" FROM F.F. ELEV. ry 8 314" (OPENING FOR TILE) (2 ROWSALTERNATING 41- X 4" BLACK & WHITE CER TILES EACH SIDE OF TILE W1 3[4" PLASTER J -BEADS NOM TRASH ENCLOSURE FINISH TO MATCH BUILDING FINISH, TRASH- ENCLr'*"SU__nL\"E -1j]"E! P11L NOT TO SCALE PAVEMENT SURFACE AS SPECIFIED 0 #5 BARS CONT. TOP & BOTTOM TEST PIT (TO BE HAND DUG 1/2" DIA. X 12" CANE BOLT ONE GATE SINGLE 8" KNOCK -OUT BLOCK W/ CONT. #5 HORIZ. 7" THK. P,C.C. SLAB W/61IX611-10/10 W.W,M, ON 6" AGG. BASE. --I 5, c 00 000 0 000 a0 -5..8 PO 4 4- -4 ir SECTION A ADJUSTMENT T EXTEND BEYOND LIMITS \-FINISHED GRADE OF CONFLICTS (3 MIN,, EACH SIDE, CHECK LOCAL STANDARDS), -UTILITY CONFLICT 1:5` MIN. CLEARANCE- —EX , MAIN ---------- -- --------- ---------- --- ------- -------- SEE NOTE 4 WATERLINE WATERLINE ADJUSTMENT ADJUSTMENT USING FITTINGS— (VERTICAL USING DEFLECTION BENDS) (SEE AT PIPE JOINTS NOTE 3/, (SEE NOTE 4) NOTE,'S: 1. CONTRACTOR TO COORDINATE WA"T"ERLINE ADJUSTMENT WITH APPROPRIATE INSPECTOR, BASED UPON LOCAL JURISDICTIONAL. REQUIREMENTS AND F{IFLD CONDfTIONS. 2, CONTRACTOR TO HAND DIG TEST PIT AT ANTICIPATED GROSSING LOCATION TO DETERMINE EXISTING WATERLINE DEPTH, TOTAL WATERLINE DEFLECTION REQUIRED, AND BEST METHOD FOR WATERLINE ADJUSTMENT, 3. VERTICAL BENDS (INSTALLED PER LOCAL STANDARDS) AS REQUIRED, 4, PIPE DEFLECTION AT JOINTS (PER LOCAL STANDARDS) k1l WATERLINE AD JUS I'MENT DETI NOT TO SCALE TRAFFIC RATED CLEANOUT COVER /-2"ASPHALT OR CONCRETE g �4 W an E� U) ", �', 4 z C) -< uj z Q 0 Z _r --j u - LL u- L= ID -Z W cr 0- Lq T 4" SEWER CLEANOUT CAP--- ......... ... .... . .... . ----- - - - ---- SAND CUSHION--. 3000 P.S.I. CONCRETE - 6" PVC ENCASEMENT PIPE-/ TRAFFIC RATED CLEAN0,_tljT DETAIL NOT TO SCALE H:li51U t:*2444ipF.nb4ih'3S;PLAP3 SE.TS1Vdl1'IFL SITE p[.APJSJi�Oi?'JS RQ.C}'NG PREPI'TE❑ F]Y: RFEAF�€Ji3Pt 7.31.t7 r(� 11:301 hh.9 LF,�C 8A'lECi @'Y: fJi?f'.Arip�Pi #5 BARS VERTICAL 32" O.C. Wi (SE 7" W.W.M. ON 6" AGG, BASE & 12" WIDE FTG. AROUND PERIMETER OF SLAB PROVIDE I" DIA, - 6" LONG GALV. PIPE EMBEDDED IN CONCRETE FOR CAMELOT. 18 GA, PAINTED METAL GATE (BOX RIB OR EXPANDED METAL) SEE JAMB DETAIL AT RIGHT PLAN VIEW 18 GA. CLEANED, PRIMED -D METAL GATE. ELEVATION CONCRETE FILL TO BE ROUNDED FOR PROPER RUN OFF "STEEL TUBE EMBEDDED 12" INTO FOOTING. 6" 1/2" DIA.X 8" BARREL BOLT LOCK (ONE GATE) 1" X 18 GA. METAL DECK 3"X 4"X 1/4" METAL ANGLE FRAME 4 SIDES EA. GATE 2 PAIR McKINNEY T4133781 HINGES EA, GATE. 8"X WX 1W C.M.U. WALL (SPLIT FACE BLOCK TO MATCH BUILDING) 3/8" DIA. BAR WX 2" WELDED TO STEEL TUBE 16" C.C. 5"X 5"X 1/4" STEEL TUBE W/ 5"X 5"X 114" CAP PLATE tt EMBEDDED 12" INTO FOOTING I 1/2"X I 112"X 3/16" METAL ANGLE DIAGONAL BRACE JAMB DETAIL CEMENT PLASTER CROWN 8'-0" FROM F.F. ELEV. ry 8 314" (OPENING FOR TILE) (2 ROWSALTERNATING 41- X 4" BLACK & WHITE CER TILES EACH SIDE OF TILE W1 3[4" PLASTER J -BEADS NOM TRASH ENCLOSURE FINISH TO MATCH BUILDING FINISH, TRASH- ENCLr'*"SU__nL\"E -1j]"E! P11L NOT TO SCALE PAVEMENT SURFACE AS SPECIFIED 0 #5 BARS CONT. TOP & BOTTOM TEST PIT (TO BE HAND DUG 1/2" DIA. X 12" CANE BOLT ONE GATE SINGLE 8" KNOCK -OUT BLOCK W/ CONT. #5 HORIZ. 7" THK. P,C.C. SLAB W/61IX611-10/10 W.W,M, ON 6" AGG. BASE. --I 5, c 00 000 0 000 a0 -5..8 PO 4 4- -4 ir SECTION A ADJUSTMENT T EXTEND BEYOND LIMITS \-FINISHED GRADE OF CONFLICTS (3 MIN,, EACH SIDE, CHECK LOCAL STANDARDS), -UTILITY CONFLICT 1:5` MIN. CLEARANCE- —EX , MAIN ---------- -- --------- ---------- --- ------- -------- SEE NOTE 4 WATERLINE WATERLINE ADJUSTMENT ADJUSTMENT USING FITTINGS— (VERTICAL USING DEFLECTION BENDS) (SEE AT PIPE JOINTS NOTE 3/, (SEE NOTE 4) NOTE,'S: 1. CONTRACTOR TO COORDINATE WA"T"ERLINE ADJUSTMENT WITH APPROPRIATE INSPECTOR, BASED UPON LOCAL JURISDICTIONAL. REQUIREMENTS AND F{IFLD CONDfTIONS. 2, CONTRACTOR TO HAND DIG TEST PIT AT ANTICIPATED GROSSING LOCATION TO DETERMINE EXISTING WATERLINE DEPTH, TOTAL WATERLINE DEFLECTION REQUIRED, AND BEST METHOD FOR WATERLINE ADJUSTMENT, 3. VERTICAL BENDS (INSTALLED PER LOCAL STANDARDS) AS REQUIRED, 4, PIPE DEFLECTION AT JOINTS (PER LOCAL STANDARDS) k1l WATERLINE AD JUS I'MENT DETI NOT TO SCALE REN'lSl0__N78 REV DATE COMMENT BY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free, It's the law. 0 NOT APPROVED FOR CONSTRUCTION PROJECT No,: �152000� DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31/17 SCALE: N/A CAD LID.: SD0j PROJECT: INITIAL SITE -PlAN FOR BRO, 0.KHILL N1 BL(l)"ICKS 4A & 8A LOC-A'FlON OF31TE ROUTE 29 SE UNCLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA BOHL"ER" I N E E R IN a 28 BLACKWELL PARK LANE, SUITE 2011 WARRENTON, VIRGINIA 20186 1 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com A A Lic, No. 043176 10 7/31/17 Ik SHEET TITLE: Cl(__l),llNSJ, RUCT1103IN ETAILS SHEET NUMBER: C-901 g �4 W an E� U) ", �', 4 z C) -< uj z Q 0 Z _r --j u - LL u- L= ID -Z W cr 0- Lq T 0< °0 L] Q M p, 9 Qm 4. cl- -c 221 W < CLT z el r-1 < � L) p - W Z Z > <0n-- - V ? > <c� rr Lu W m = T T m— 0 15m W 0 ui < 0 C Lu U) 0L rn U) Z 0 -1 Ll Z 0 9 0 0 be b - U Z z >- U4 W 0. Z z ui 0 0 0 < D Z 00 Z Z Z 0 - CI r4 REN'lSl0__N78 REV DATE COMMENT BY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free, It's the law. 0 NOT APPROVED FOR CONSTRUCTION PROJECT No,: �152000� DRAWN BY: EEN CHECKED BY: RTY DATE: 7/31/17 SCALE: N/A CAD LID.: SD0j PROJECT: INITIAL SITE -PlAN FOR BRO, 0.KHILL N1 BL(l)"ICKS 4A & 8A LOC-A'FlON OF31TE ROUTE 29 SE UNCLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA BOHL"ER" I N E E R IN a 28 BLACKWELL PARK LANE, SUITE 2011 WARRENTON, VIRGINIA 20186 1 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com A A Lic, No. 043176 10 7/31/17 Ik SHEET TITLE: Cl(__l),llNSJ, RUCT1103IN ETAILS SHEET NUMBER: C-901 7,31.11011:30AM LAST SAVED BY: MCIBL50N LANDSCAPE SPECIFICATIONS NOTE: TREE STAKING TO BE REMOVED AFTER 2 GROWING SEASONS ONLY TREES WITH ONE MAIN LEADER P�l 1. SCOPE OF WORK: 9, PLANTING SHALL BE PURCHASED. DO NOT PRUNE 44 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 'TREE ATPLANTING UNLESS DIRECTED 04 E2 �i7 PREPARATION, PERMANENT SEEDING OR SODDING, PLANTING AND MULCHING INCLUDING ALL LABOR, MATERIALS, THAT THIS IS NOT POSSIBLE, LANDSCAPE CONTRACTOR SHALL PROTECT UNINSTALLED PLANT MATERIAL, 4 z 0 1z TOOLS AND EQUIPMENT NECESSARY FOR THE COMPLETION OF THIS PROJECT, UNLESS OTHERWISE CONTRACTED BY PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY PERIOD AFTER DELIVERY. PI ANTS TO BY PROJECT LANDSCAPE Q0 ARCHITECT P4 (D THE GENERAL CONTRACTOR, 'THAT WILL. NOT BE PLANTED FOR A PERIOD OFTIME GREATER THAN THREE DAYS SHALL BE HEALED IN WITH DO NOT WRAP TRUNK--,,,,, TOPSOIL OR MULCH TO HELP PRESERVE ROOJ* MOISTURE. DO NOT STAKE OR FOLD BURLAP AWAY FROM TOP OF 44 H < WRAPTRUNK �,,, P� 5 � �,_, UO) '31 ONLY TREES WITH ONE MAIN LEADER SHALL BE 2. MATERIALS REINFORCED RUBBER HOSE (10— ROOT BALL UNLESS DIRECTED TO BY PROJECT LANDSCAPE DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS, WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE. SET ROOT BALL FLUSH TO GRADE OR 12 GAUGE GALVANIZED WIRE GUYS 1W THAT IS IN A MUDDY OR FROZEN CONDITION. ARCHITECT PLANTS SHALL NOT BE INSTALLED IN TOPSOIL PREPARE WIDTH OF 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 DIA) -----____�PURCHASED, DO NOT PRUNE TREE AT PLANTING ISTED--, PLANTING HOLE 6 FT SEVERAL INCHES HIGHER IN -7.0. IT SHALL BE FREE OF DEBRIS, ROCKS LARGER THAN ONE INCH (I"), WOOD, ROOTS, VEGETABLE C, ANY INJURED ROOTS OR BRANCHES SHALL BE PRUNED TO MAKE CLEAN-CUT ENDS PRIOR TO PLANTING OR TWICE THE WIDTH BETWEEN 4.5 B� TOPSOIL - NATURAL, FRIABLE, LOAMY SILT SOIL HAVING AN ORGANIC CONTENT NOT LESS THAN 5%, A PH RANGE POORLY DRAINING SOILS. 2* DIA, HARDWOOD STAKES 213 TREE HT. 2 PER TREE SETROOT BALL FLUSH TO GRADE OR OF THE ROOT BALL; SEVERAL INCHES HIGHER IN POORLY < <r. < MATTER AND CLAY CLODS, UTILIZING CLEAN, SHARP TOOLS. ONLY INJURED OR DISEASED BRANCHING SHALL BE REMOVED. 4" BUILT-UP EARTH SAUCER EXISTING GRADE 0 - WHICHEVER IS DRAININGSOILS, CL - C. LAWN - ALL DISTURBED AREAS ARE TO BE TREATED WITH A MINIMUM SIX INCH i6l) THICK LAYER OF TOPSOIL, OR D. ALL PLANTING CONTAINERS AND NON -BIODEGRADABLE MATERIALS SHALL BE REMOVED FROM ROOT BALLS GREATER 3" THICK LAYER OF DARK PREPARED SOIL FOR TREES-\ z W W 2 F -i _j BROWN DOUBLE SHREDDED 1 PART PEAT MOSS —3THfCK LAYER OF DARK BROWN LU z z 5: 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 Q PrI W W u, PERMANENT STABILIZATION METHODS INDICATED WITHIN THE SOIL EROSION AND SEDIMENT CONTROL NOTES. DOWN AGAINST THE ROOT BALL FIR [OR TO BACKFILLI NG. PREPARED SOIL FOR -------- HARDWOOD MULCH I PART COW MANURE DOUBLE SHREDDED HARDWOOD J) 3 PARTS TOPSOIL MULCH 1.1. LAWN SEED MIXTURE SHALL BE FRESH, CLEAN NEW CROP SEED, TREES 1 PART PEAT MOSS 1 BEFORE PLANTING ADD 3 TO 4" YD:r E. POSITION TREES AND SHRUBS AT THEIR INTENDED LOCATIONS AS PER THE PLANS AND SECURE THE APPROVAL PART COW MANURE 3 ui Lu 1.2. SOD SHALL BE STRONGLY ROOTED, WEED AND DISEASE/PEST FREE WITH A UNIFORM THICKNESS. OF WELL -COMPOSTED LEAVES --4'BUILT-UP EARTH SAUCER -j ED CC I 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. PARTSTOPSOIL OR RECYCLED YARD WASTE'ro UNDISTURBED SUBGRADE-N" P�4 -, L ' 4, 0 BEFORE PLANTING ADD 3 TO 4' OF WELL -COMPOST ED BED AND TILL INTO TOP 6" OF L-1 -I- 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 I LEAVES OR RECYCLED YARD WASTE TO BED AND TILL PREPARED SOIL, 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. INTO TOP I PREPARED SOIL DARK BROWN HARDWOOD BARK MULCH, UNLESS OTHERWISE STATED ON THE LANDSCAPE PLAN. THE APPROVING AGENCY SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATION$ IN THIS REGARD As UNDISTURBED--/ 4-6" DEEPER THAN Roar BALL pq FOLLOWS, THE PLANTING OF TREES, SHRUBS, VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE -----REMOVE THE TOP 1/3 OF THE WIRE BASKET IF �74 SUBGRADE REMOVE THE TOP 1/3 OF THE WIRE BASKET IF F-� E. FERTILIZER FOLLOWING PLANTING SEASONS: PRESENT. ANY AND ALL TWINE SHALL BE REMOVED 12" PRESENT, ANY AND ALL TWINE SHALL BE REMOVED 1. 1. FERTILIZER S HALL BE DEL IVERED TO THE S ITE M IXED AS SPEC IF IED I N TH E OR I GINAL UNOP ENED STANDAR D I I - PLANTS: MARCH 15 TO DECEMBER 15 L_ W U DIG WIDE, SHALLOW HOLE FROM THE TREE BEFORE BACKFILLING, BURLAP SHALL Lu z BAGS SHOWING WEIGHT, ANALYSIS AND NAME OF MANUFACTURER. FERTILIZER SHALL BE STORED INA 1.2. LAWN: MARCH 15 TOJUNE 11", OR SEPT. ITO DECEMBER I FROM THE TREE BEFORE BACKFILLING, BURLAP SHALL TAMP SOIL SOLIDLY AROUND BASE—` BE FOLDED BACK INTO PLANTING HOLE uj > 44 WITH TAMPED SIDES BE FOLDED BACK INTO PLANTING HOLE WEATHERPROOF PLACE SO THAT IT CAN BE KEPT DRY PRIOR TO USE� OF ROOT BALL. ''--4 D. W 0 Lu W 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-----/ In z z M z z 0- ��__--SET ROOT BALL ON FIRM PAD BASE OF ROOT BALL 4% POTASSIUM BYWEIGHT, A FERTILIZER SHOULD NOT BE SELECTED WITHOUT A SOIL TEST PERFORMED BY APPROPRIATE SEASON AT THE MUNICIPALITY'S [DISCRETION. CONTRACTOR SHOULD CONTACT APPROVING SET ROOT BALL ON FIRM IN BOTTOM OF HOLE A CERTIFIED SOIL LABORATORY. AGENCY FOR POTENTIAL SUBSTITUTIONS, PAD IN BOTTOM OF HOLE IT, F, F. PLANT MATERIAL H. FURTHERMORE, THE FOLLOWING TREE VARIETIES ARE UNUSUALLY SUSCEPTIBLE TO WINTER DAMAGE, WITH REFERENCE: ARCH ITEcTURAL GRAPHIC STANDARDS 1998 CUMULATIVE SUPPLEMENT, 1, 1, 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 ""ETAIL 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 TIP",EE 7r`LANTIN,,Gjrj7'*ETAIL_ TREE PLANTI G r-.JNN SLO'PE D ASSOCIATION. SEASON: NOT TO SCALE NOT TO SCALE 1.2. IN ALL CASES, BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES FOR ANY AND ALL ACER RUBRUM PLATANUS X ACER[FOLIA REVISIONS PLANT MATERIAL. BETULA VARIETIES POPULOUS VARIETIES 1.3. PLANTS SHALL BE LEGIBLY TAGGED WITH THE PROPER NAME AND SIZE. TAGS ARE TO REMAIN ON AT LEAST CARPINUS VARIETIES PRUNUS VARIETIES REV DATE COMMENT BY 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, DISF[GURATtON OR FRESH CUTS OF LIMBS OVER 11/4", KOELREUTERIA QUERCUS VARIETIES 40 -"EE'-"'IN,"-'SPECIFI(,CATIIV'-"j�,N, S., ONLY TREES WITH ONE MAIN LEADER WHICH HAVE NOT BEEN COMPLETELY CALLUSED, SHALL BE REJECTED,PLANTS SHALL NOT BE BOUND WITH LIQUIDAMBER STYRACIFLUA TILIA TOMENTOSA SHALL BE PURCHASED. DO NOT PRUNE WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK BRANCHES. L[RtODENDRONTULIPIFERA ZELKOVA VARIETIES TREE AT PLANTING UNLESS DIRECTED 1.5, ALL PLANTS SHALL BE TYPICAL OFTHEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF TO BY PROJECT LANDSCAPE ARCHITECT 1, MATERIAL: GROWTH: WELL DEVELOPED BRANCHES, DENSELY FOLIATED, VIGOROUS ROOT SYSTEMS AND BE FREE OF 1. PLANTING PITS SHALL BE DUG WITH LEVEL. BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL. DO NOT STAKE— DISEASE, INSECTS, PESTS, EGGS OR LARVAE. THE ROOT BALL SHALL REST ON UNDISTURBED GRADE. EACH PLANT PIT SHALL BE BACKFILLED IN LAYERS WITH OR WRAP TRUNK 1, 1, SEED MIXTURE MUST BE COMPRISED OF THE FOLLOWING VARIETIES AND AT THE FOLLOWING PREPARED SOIL MIXED THOROUGHLY: THE SPECIFIED COMPOSITION� 1.6. CALIPER MEASUREMENTS OF NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX FOLD BURLAP AWAY FROM INCHES (6") ABOVE THE NATURAL GRADE FOR TREES UP TO AND INCLUDING A FOUR INCH (4") CALIPER SIZE. * I PART PEAT MOSS PREPARE WIDTH OF TOP OF ROOT BALL 11.1, 80% - TURF TYPE TALL FESCUE SEED IF THE CALIPER AT SIX INCHES (6") ABOVE THE GROUND EXCEEDS FOUR INCHES (411) IN CALIPER, THE * 1 PART COMPOSTED COW MANURE BY VOLUME 1.12, 10% - KENTUCKY BLUEGRASS SEED CALIPER SHOULD BE MEASURED AT A POINT 12" ABOVE THE NATURAL GRADE. * 3 PARTS TOPSOIL BY VOLUME PLANTING HOLE 6 F'r OR—\ 1.1.1 10% - ANNUAL RYE GRASS SEED TWICE THE WIDTH OF SET ROOT BALL FLUSH TO GRADE 1.7. SHRUBS SHALL BE MEASURED TO THE AVERAGE HEIGHT OR SPREAD OF THE SHRUB, AND NOT TO THE * 21 GRAM S'AGRIFORM'PLANT ING TABLETS (OR APPROVED EQUAL) AS FOLLOWS: THE ROOT BALL; ORSEVERAL INCHES HIGHER IN 1.2, INSTALLATION RATES: LONGEST BRANCH. A) 2 TABLETS PER 1 GALLON PLANT 1.2.1. SEED: LAWN SEED SHOULD BE APPLIED AT A RATE OF 7 LBS11,000 SF 1,8, TREES AND SHRUBS SHALL BE HANDLED WITH CARE BY THE ROOT BALL. B) 3 TABLETS PER 5 GALLON PLANT WHICHEVER IS GREATER POORLY DRAINING SOILS. 1.2.2. LIME: AGRICULTURAL OR PELLETIZED LIME SHOULD BE APPLIED AT C) 4 TABLETS PER 15 GALLON PLANT 4" BUILT-UP EARTH SAUCER SPECIFIED RATE ACCORDING TO SOIL ANALYSIS OR 2,000 LISS PER ACRE 3. GENERAL WORK PROCEDURES D) LARGER PLANTS: 2 TABLETS PER/2" CALIPER OF TRUNK PREPARED SOIL FOR TREDZ_­ 3" THICK LAYER OF DARK BROWN DOUBLE (46 LBS/1,000 SF) IF NO SOIL ANALYSIS IS PERFORMED. A, CONTRACTOR TO UTILIZE WORKMANLIKE INDUSTRY STANDARDS IN PERFORMING ALL LANDSCAPE I �PART PEAT IVIOS� SHREDDED HARDWOOD MULCH 121 FERTILIZER: COMMERCIAL GRADE 12-20-12 SHOULD BE APPLIED AT A 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, COMPL.ETE BACKFILL AND 1 PART COW MANURE RATE OF 250 LBS PER PER ACRE (5.8 LBSI 1,000 SF) MATERIALS AND TOOLS SHALL. BE PROPERLY STORED, STOCKPILED OR DISPOSED OF. WATER THOROUGHLY. 3 PARTS TOPSOIL 1.2A. 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 80LBS I OF WELL -COMPOSTED LEAVES OR PER ACRE IN AREAS OF ACIDIC SOILS TO ASSURE GERMINATION AND SHALL NOT BE BURIED, INCLUDING ORGANIC MATERIALS, BUT SHALL BE REMOVED COMPLETELY FROM THE SITE. BEGINS, IS SETAT GROUND LEVEL AND IN THE CENTER OF THE PIT. NO SOIL IS TO BE PLACED DIRECTLY ON TOP UNDISTURBED—.- RECYCLED YARD WASTE TO BED INITIAL ESTABLISHMENT. OF THE ROOT BALL. SUBGRADE - ------ 1.2.5, MULCH: WHEAT, OAT, OR BARLEY STRAW MULCH SHALL BE APPLIED AT A 4. SITE PREPARATIONS AND TILL INTO TOP 6" OF 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 PREPARED SOIL. RATE OF 80 LEIS PER 1,000 SF. DO NOT INSTALL MULCH SO THICK THAT IT COMPLETELY COVERS THE GROUND, TOPSOIL SHOULD BE VISIBLE OUT BY THE ROOTS AND DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES OUTLINED HEREIN. TO A MINIMUM BRANCHING HEIGHT OF TFROM GRADE. I I T__ T 4-15" DEEPER THAN ROOTEALL THROUGFI THE STRAW LAYER. 0 0- 6 OF M, GROUND COVER AREAS SHALL RECEIVE A1/4" LAYER OF HUMUS RAKED INTO THE TOP 1" OF PREPARED SOIL, DIG WIDE, SHALLOW HOLE B. ALL EXISTING TREES TO REMAIN SHALL BE PRUNED TO REMOVE ANY DAMAGED BRANCHES, THE ENTIRE LIM 2. EXECUTION AND PREPARATION: WITH TAMPED SIDES --'REMOVE THE TOP 1/3 OF THE WIRE BASKET IF ANY DAMAGED BRANCH SHALL BE CUT OFF AT THE TRUNK, CONTRACTOR SHALL ENSURE THAT CUTS ARE PRIOR TO PLANTING, ALL GROUND COVER AREAS SHALL BE VVEEDED AND TREATED WITH A PRE -EMERGENT PRESENT. ANY AND ALL TWINE SHALL BE SMOOTH AND STRAIGHT. ANY EXPOSED ROOTS SHALL BE CUT BACK WITH CLEAN, SHARP TOOLS AND TOPSOIL CHEMICAL AS PER MANUFACTURER'S RECOMMENDATION. REMOVED FROM THE TREE BEFORE 2.1, A SOIL ANALYSIS SHOULD BE PERFORMED TO ASSESS THE FERTILITY NEEDS KNOW WHAT'S BELOW SHALL BE PLACED AROUND THE REMAINDER OF THE ROOTS, EXISTING TREES SHALL BE MONITORED ON A TAMP SOIL SOLIDLY - BACKF[LLING. BURLAP SHALL BE FOLDED BACK AND PH OF THE SOIL, ALL INSTALLATION AREAS SHOULD BE PREPAREDTO 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 AROUND BASE OF INTO PLANTING HOLE AGRICULTURAL STANDARD RECOMMENDED BY THE DEPARTMENT OF ALWAYS CALL 811 NOT BE LEFTEXPOSED FOR MORE THAN ONE (1) DAY, CONTRACTOR SHALL WATER EXISTING TREES AS NEEDED EXISTING STRUCTURES AND SIDEWALKS. ROOT BALL '--SET ROOT BALL ON FIRM AGRICULTURE WITHIN THE STATE WHERE I'HE WORK IS BEING PERFORMED. BEFORE YOU DIG TO PREVENT SHOCK OR DECLINE, 0. ALL PLANTING AREAS AND PLANTING PITS SHALL BE MULCHED AS SPECIFIED HEREIN TO FILL THE ENTIRE BED PAD IN BOTTOM OF HOLE AGRICULTURAL 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. GROUND PREPARATION STAGE AT THE RATE RECOMMENDED ACCORDING TO INSTALLATION OF ANY LANDSCAPE MATERIAL. UTILITY COMPANIES SHALL BE CONTACTED THREE (3) DAYS TO SOIL ANALYSIS, PRIOR TO THE BEGINNING OF WORK, I --"ETAIL 2,2, ALL WEEDS AND UNDESIRABLE PLANTS SHOULD BE REMOVED BEFORE NOT APPROVED FOR P. ALL PLANTING AREAS SHALL BE WATERED IMMEDIATELY UPON INSTALLATION IN ACCORDANCE WITH THE D EV 111-Y) U 01US-,1'REE ir'LIANTINGTIE)l VVATIERING SPECIFICATIONS AS LISTED HEREIN, PLANTING BY METHOD OF SPRAYING OR TILLAGE, A NON-SELECTIVE 6. TREE PROTECTION NOT TO SCALE HERBICIDE CAN BE SPRAYED ONE MONTH PRIOR TO PLANTING TO KILL ALL CONSTRUCTION A, CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING TREES TO REMAIN, A TREE 110. TRANSPLANTING (WHEN REQUIRED) WEEDS AND UNDESIRABLE PLANTS THAT MAY COMPETE WITH THE NEW PROTECTION ZONE SHALL BE ESTABLISHED A:TTHE 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 PROJECT No.: V152000 ., CONSTRUCTION DISTURBANCE, WHICHEVER IS GREATER. LOCAL STANDARDS THAT MAY REQUIRE A MORE PLANTING AND AGAIN 2 WEEKS AFTER THE INITIAL TILLAGE. THE TILLAGE STRICTTREE PROTECTION ZONE SHALL BE HONORED. R 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: EEN 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'VISI-FENCE', OR 2.3. PRIOR TO SEEDING, AREA IS TO BE TOPSOILED, FINE GRADED, AND RAKED DATE; 7/31117 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. OF ALL DEBRIS LARGER THAN 2" DIAMETER. SCALE: N/A PROTECTION ZONE. POSTS SHALL BE LOCATED AT A MAXIMUM OF EIGHT FEET I ON CENTER OR As INDICATED PLANT SHALL BE FOR CONTAINER -GROWN 2.4. AREAS TO BE PLANTED SHOULD BE ROLLED WITH A CULTI-PACKER, TURF CAD 1,D.: SDO of WITHIN THE TREE PROTECTION DETAIL. D. UPON REPLANTING, BACKFILL SOIL SHALL BE AMENDED WITH FERTILIZER AND ROOT GROWTH HORMONE, TRANSPLANTEDAT THE SAME--\ SHRUBS, USE FINGER OR ROLLER, OR SIMILAR DEVICE TO FIRM THE SEEDBED, 'THIS PROCESS HELPS 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 HEREIN, NURSERY PLOT PRIOR TO THE ROOTS OUT OF THE OUTER COMPACTION. AGENCY PRIORTO DEMOLITION, GRADING, TREE CLEARING OR ANY OTHER CONSTRUCTION. THE FENCING F. IF TRANSPLANTS DIE, SHRUBS AND TREES LESS THAN SIX INCHES (6") DBH SHALL BE REPLACED IN KIND, TREES BALLING AND BURLAPPING. LAYER OF POTTING SOIL; THEN 3. INSTALLATION: INITIAL ALONGTHE TREE PROTECTION ZONE SHALL BE REGULARLY INSPECTED BY THE LANDSCAPE CONTRACTOR AND CUT OR PULL APART ANY 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, ROOTS THAT CIRCLE THE MUN11CIPALITYS TREE REPLACEMENT GUIDELINES. I PART PEAT MOSS SITE PL11kN I PART COW MANURE PERIMETER OF THE CONTAINER 3.1 STRICTLY'COIVIPLY WITH MANUFACTURER'S INSTALLKTION INSTRUCTIONS D� AT NO TIME SHALL MACHINERY, DEBRIS, FALLEN TREES OR OTHER MATERIALS BE PLACED, STOCKPILED OR LEFT 11 . WATERING 3 PARTS TOPSOIL PLANTING AND RECOMMENDATIONS. STANDING IN THE TREE PROTECTION ZONE. 3" THICK LAYER OF DARK 3.2. EQUIPMEINT USED TO SPREAD SEED SHOULD I iAVE SUFFICIENT CAPACITY TO -FOR A, NEW'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. 6� SOIL MODIFICATIONS WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN SUCH MANNER AS NOT TO DISTURB BACKFILL AND TO SOIL CONDITIONS SHREDDED HARDWOOD HYDROSEEUNG MAY ALSO BE PERFORMED WITH THE — UCTING ANY PLANTING. THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. WATERING SHALL. MULCH ENGINEERIARCHITECTS APPROVAL. BRO10MILL A, CONTRACTOR SHALL ATTAIN A SOILTESTFOR ALL AREAS OF THE SITE PRIOR TO COND 3 12' SOIL TESTS SHALL BE PERFORMED BY A CERTIFIED SOIL LABORATORY. CONTINUE AT LEAST UNTIL PLANTS ARE ESTABLISHED, 33, SEED MAY 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" FINISHED GRADE DIRECTIONS TO ENSURE AN EVEN COVERAGE OF SEED, S ECTION I -1 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 11h PLACE SHRUB ON 3.4. LIQUID LIME OR NEUTRA LIME DRY SHOULD BE TOPICALLY APPLIED TO THE GROWTI WASTE 3&B NTAINER AREAS WJTH ACIDIC SOILS TO ASSIST THE SEED GERMINATION AND BY THE LANDSCAPE CONTRACTOR DEPENDING ON SITE CONDITIONS. FOR ALL NEWLY PLANTED TREES. AND RECYCLED YARD IRM SOIL IN BLk"')CKS 411 & 8A TO BED AND TILL INTO TOP 6" BOTTOM OF HOLE, VEGETATION GROWTH DURING THE FIRST 910 DAYS. I [QUID LIME SHOULD BE APPLIED AT A RATE OF 2.5 GALLONS PER ACRE OR NEUTRA LIME DRY AT A 0, IF AN IRRIGATION SYSTEM HAS BEEN INSTALLED ON THE SITE, IT SHALL BE USED TO WATER PROPOSED PLANT OF PREPARED SOIL — — — — -- LO'CA'1'fO_N' OF C, THE FOLLOWING AMENDMENTS AND QUANTITIES ARE APPROXIMATE AND ARE FOR BIDDING PURPOSES ONLY. _1�1_ I RATE OF SOLBS PER ACRE, COMPOSITION OF AMENDMENTS SI-40ULD BE REVISED DEPENDING ON THE OUTCOME OF A TOPSOIL ANALYSIS MATERIAL, BUTANY FAILURE OF THE SYSTEM DOES NOT ELIMINATE THE CONTRACTOR'S RESPONSIBILITY OF REMOVE THE TOP 1/3 OF THE 3.5. FERTILIZER SHOULD BE SPREAD EVENLY OVER THE SEEDED AREAS AT THE ROUTE 29 SEMINOLE TRAIL RD PERFORMED BY A CERTIFIED SOIL LABORATORY. MAINTAINING THE DESIRED MOISTURE LEVEL FOR VIGOROUS, HEALTHY GROWTH, WIRE BASKET IF PRESENT. ANY \—UNDISTURBED 1. 1. TO INCREASE A SANDY SOIL'S ABILITY TO RETA IN WATER AND NUTRIENTS, THOROUGHLYTILL ORGANIC AND ALL TWINE SHALL BE 24'MINIMUM SUBGRADE RECOMMENDED RATE DETERMINED BY THE INITIAL SOIL. ANALYSIS, IF NO AND STATE ROUTE 643 MATTER INTO THETOP 6-12". USE COMPOSTED BARK, COMPOSTED LEAF MULCH OR PEAT MOSS. ALL 12. GUARtANTEE REMOVED FROM THE SHRUB SOIL ANALYSIS IS AVAILABLE EVENLY APPLY 12-20-12 STARTER FERTILIZER 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 250LBS 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 1.2. TO INCREASE DRAINAGE, MODIFY HEAVY CLAY OR SILT (MORE THAN 40% CLAY OR SILT) BY ADDING MAINTENANCE BOND FOR TEN PERCENT (1Q"XQ) OF Tf­IE 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/CR AGRICULTURAL GYPSUM, COARSE SAND MAY BE RELEASED AT THE CONCLUSION OF THE 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% OF THE TOTAL MIX. COMPLETED AND APPROVED BY THE OWNER OR AUTHORIZED REPRESENTATIVE. REFERENCE: ARCHITECTURAL GRAP111C STANDARDS 1998 CUMULATIVE SUPPLEMENT PRODUCT MANUFACTURER RECOMMENDATIONS.) SUBSURFACE DRAINAGE LINES MAY NEED TO BE ADDED TO INCREASE DRAINAGE. 8, ANY DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED FOR THE LENGTH OFTHE GUARANTEE PERIOD, 4, MAINTENANCE 1.3, MODIFY EXTREMELY SANDY SOILS MORE THAN 85%) BY ADDING ORGANIC MATTER AND/CR DRY, SHREDDED DEC ID "U0 US" AND EVER"GirRE11'N 0 BOHLER' CLAY LOAM UP TO 30% OF THE TOTAL MIX, REPO ACEMENT OF PLANT MXTERIAL SHALL BE CONDUCTED AT THE FIRST SUCCEEDING PLANTING SEASON, ANY L), 'ING T 3,,ETAIL 4.1. FREQUENIT LIGHT IRRIGATION WILL NEED TO BE APPLIED TO SEEDED AREAS IE N G H N 7 E R I N G DEBRIS SHALL BE DISPOSED OF OFF-SITE, WITHOUT EXCEPTION, ]T i 1j", IF NO NATURAL RAIN EVENTS HAVE OCCURRED WITHIN 2 WEEKS OF 7. FINISHED GRADING SFIRU, PLAN T1, SEEDING, AFTER SEED GERMINATION HAS OCCURRED AND PLANTS ARE A, UNLESS OTHERWISE CONTRACTED, THE LANDSCAPE CONTRACTOR SHALL. BE RESPONSIBLE FOR THE C. TREEES AND SHRUBS SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION AND THROUGHOUT NOT TO SCALE INSTALLATION OF TOPSOIL AND THE ESTABLISHMENTOF FINE -GRADING WITHIN THE DISTURBANCE AREA OF THE THE 90 DAY MAINTENANCE PERIOD AS SPECIFIED HEREIN. CULTIVATION, WEEDING, WATERING AND THE VISIBLE TIHE FREQUENCY OF IRRIGATION CAN BE CUT BACK WITH HEAVIER 28 BLACKWELL PARK LANE, SUITE 201 SITE. PREWENTATIVE TREATMENTS SHALL BE PERFORMED AS NECESSARY TO KEEP PLANT MATERIAL IN GOOD APPLICATION RATES. WARRENTON, VIRGINIA 20186 B, LANDSCAPE CONTRACTOR SHALL VERIFY THAT SUBGRADE FOR INSTALLATION OF TOPSOIL HAS BEEN CONDITION AND FREE OF INSECTS AND DISEASE. ,—PLANT MATERIAL SPACED AS SPECIFIED, 42 REPAIR ALL SEED WASHINGS AND EROSION, Phone: (540) 349-4500 D. LAWINS SHALL BE MAINTAINED THROUGH WATERING, FERTILIZING, WEEDING, MOWING, TRIMMING AND OTHER INCORPORATE 2"OF PEAT INTO6"OF_ SEE LANDSCAPE SCHEDULE FOR PROPOSED Fax: (540) 349-0321 ESTABLISHED. THE SUBGRAIDE OF THE SITE MUST MEET THE FINISHED GRADE LESS THE REQUIRED TOPSOIL OPERATIONS SUCH AS ROLLING, REGARDING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH, PLANTING MIXTURE, AS SPECIFIED SPACING. VA@BohlerEng.com THICKNESS ACCtEPTABLE LAWN, FREE OF ERODED OR BARE AREAS. 3" THICK LAYEIR OF I, A C, ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPT DARK BROWN DOUBLE XLTI CHANGE OF SURFACE AS DEPICTED WITHIN THIS SET OF CONSTRUCTION PLANS, UNLESS OTHERWISE DIRECTED 13. CLEAMUP SHREDDED HARDWOOD BY THE PROJECT ENGINEER OR LANDSCAPE ARCHITECT. A. UPOIN THE COMPLETION OF ALL LANDSCAPE INSTALLATION AND BEFORE THE FINAL ACCEPTANCE, THE MULCH CONITRACTOR SHALL REMOVE ALL UNUSED MATERIALS, EQUIPMENT AND DEBRIS FROM THE SITE. ALL PAVED 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 LEFTIN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER DANIEL R. HINES TOPSOILING OR AUTHORIZED REPRESENTATIVE, MINIMUM 6" TOPSOUL EXISTING SUBSOIL —CONTRACTOR SHALL PROVIDE A SIX INCH (6") THICK MINIMUM LAYER OF TOPSOIL, OR AS DIRECTED BY THE Lic, No. 043176 LOCAL ORDINANCE OR CLIENT, IN ALL PLANTING AREAS, TOPSOIL SHOULD BE SPREAD OVER A PREPARED SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTEDTHICKNESS, �:A P 7/31/17 B. ON-SITE TOPSOIL MAY BE USED TO SUPPLEMENT THE TOTAL AMOUNT REQUIRED, TOPSOIL FROM THE SITE MAY BE REJECTED IF IT HAS NOT BEEN PROPERLY REMOVED, STORED AND PROTECTED PRIOR TO CONSTRUCTION. TYPICAL PERENNIAL AND GROUND COVER PLANTING '00' oo C. CONTRACTOR SHALL FURNISH TO THE APPROVING AGENCY AN ANA1 YSIS OF BOTH IMPORTED AND ON-SITE -I TOPSOIL TO BE UTILIZED IN ALL PLANTING AREAS, -THE PH AND NUTRIENT LEVELS MAY NEED TO BE ADJUSTED SHEETTITLE: THROUGH SOIL MODIFICATIONS AS NEEDED TO ACHIEVE THE REQUIRED LEVELS As SPECIFIED IN THE MATERIALS SECTION ABOVE. I L P1, El' D. ALL PLANTING AND LAWN AREAS ARETO BE CULTIVATED TO A DEPTH OF SIX INCHES (6l). ALL DEBRIS EXPOSED LANIIJ, D= PROPOSED ON CENTER FROM EXCRVATION AND CULTIVATION SHALL BE DISPOSED OF IN ACCORDANCE WITH GENERAL WORK (O.C,) SPACING PROCEDURES SECTION ABOVE, THE FOLLOWING SHALL BE TILLED INTO THE TOP FOUR INCHES (4`) IN TWO ]DE"ETAILS DIRECTIONS (QUANTITIES BASED ON A 1,000 SQUARE FOOT AREA'1: SEE LANDSCAPE SCHEDULE 11. 20 POUNDS'GROW POWER'OR APPROVED EQUAL FOR FOR REQUIRED SPACING 12 20 POUNDS NITRO -FORM (COURSE) 138-0-0 BLUE CHIP D, E. THE SPREADING OF TOPSOIL SHALL NOT BE CONDUCTED UNDER MUDDY OR FROZEN CONDITIONS, SHEET NUMBER: C-903 TYPICAL PERENNIAL AND GROUND COVER SPACING & LAYOUT P.;y�i,'RENNIAL/,GR,,Iv--,,,�,UN-rL-"i, �,IGOC VEIR PPLA,,NTING D! EF TA IL NOT TO SCALE BETISINIFTAL I.WE PLANW152WOSIDO.DWQ PRINTED BY: DREARDON 1,3117�11i�VAkl L'i' ST SAVE. D BY � DR�ARIDON j A PIPE SIZE A B C D E F 6' 1'-9' 2'-3' 2i-6" 1'-2"2'-0' 1 1/4" 11 1/4' S H Al L E L(-X,,e1 L D I H I I DF H Vvi.-', ',1 L .J j A A 1 fF, J; - 6" 2'-6" 3'-0" 2'-6" 11-6121-811 1 8- 3'-0 4'-32'-6' 2'-8' 3'-3- 2" L -E N 1 A LI L L, S-3* 5-0* S-0' 2'-3' 3'-9' 2- T: F ki T A�l I F,, F `1 F'j \.U- F. I-: I FT' j "d E ........... HA, L E, jV1 . ......... IS- -ER F ...... . ...... . ...... . T31.17a1l,SOANI LA-5T,5AVFDt3Y:Nr,'1bSr-iN EWI TYPICAL SEWER PIPE INSTALLATION IN TRENCH J_ FL i1(1 n 1---I ,-r r, zi LS V 14 1. 71 oil a Q, TYPICAL THRUST BL(' --)Cl< IN FILL ARFA I'll ID F I- . D, R 1 74 lv� tI 0� I P F1, 5 E PIPE SIZE A B C D E F 6' 1'-9' 2'-3' 2i-6" 1'-2"2'-0' 1 1/4" 11 1/4' S H Al L E L(-X,,e1 L D I H I I DF H Vvi.-', ',1 L .J 18* ----------- H,`'L L - 6" 2'-6" 3'-0" 2'-6" 11-6121-811 1 8- 3'-0 4'-32'-6' 2'-8' 3'-3- 2" L -E N 1 A LI L L, S-3* 5-0* S-0' 2'-3' 3'-9' 2- T: F ki T A�l I F,, F `1 F'j \.U- F. I-: I FT' j "d i ........... HA, L E, 4'-8" 7'-6' 3'-Q' 4'-3- 5'-0-1 4" 51-31 91-0, 31-31 5, -0 5'-9. 1/2* IS- -ER F I H S H;,,,, P 7 IM, DUCTILE IRON WATER PIPE INSTALLATION & 13FL)DING 27 — ------ - . ............. . . P . .. . . ......... . . . ............. . . .... . - ----- - --- -- ----- ------- - ........... .... BI 2 M Wzz> > Lu 0 7- m 2i mu W. aFr 'w X. z :c : 0 1 C) W 0 Lu ua U) � U) Z 0 -j 6 C� # j 3. . ............. 2 -14 --- -------- I . TH7U-'T DDD _I., E R C J I R E D H E I I VER PIPELINE H I - _"= [)-=ECTC- -1� N D-F:C: I AT V V X� ul 3 L 2 p ct) zLu p p r (a i:, Y Hr-` [,d F T F S I I r.L 1 5F rt.,Ur -C. AN r i.V i:1 .0,HT j I L I I k I 10 T31.17a1l,SOANI LA-5T,5AVFDt3Y:Nr,'1bSr-iN EWI TYPICAL SEWER PIPE INSTALLATION IN TRENCH J_ FL i1(1 n 1---I ,-r r, zi LS V 14 1. 71 oil a Q, TYPICAL THRUST BL(' --)Cl< IN FILL ARFA I'll ID F I- . D, R 1 74 lv� tI 0� I P F1, 5 E PIPE SIZE A B C D E F 6' 1'-9' 2'-3' 2i-6" 1'-2"2'-0' 1 1/4" 11 1/4' S H Al L E L(-X,,e1 L D I H I I DF H Vvi.-', ',1 L P 18* ' A k K H,`'L L - 6" 2'-6" 3'-0" 2'-6" 11-6121-811 1 8- 3'-0 4'-32'-6' 2'-8' 3'-3- 2" L -E N 1 A LI L L, S-3* 5-0* S-0' 2'-3' 3'-9' 2- T: F ki T A�l I F,, F `1 F'j \.U- F. I-: I FT' j "d i ........... HA, L E, 4'-8" 7'-6' 3'-Q' 4'-3- 5'-0-1 4" 51-31 91-0, 31-31 5, -0 5'-9. 1/2* IS- -ER F I H S H;,,,, P 7 IM, T31.17a1l,SOANI LA-5T,5AVFDt3Y:Nr,'1bSr-iN EWI TYPICAL SEWER PIPE INSTALLATION IN TRENCH J_ FL i1(1 n 1---I ,-r r, zi LS V 14 1. 71 oil a Q, TYPICAL THRUST BL(' --)Cl< IN FILL ARFA I'll ID F I- . D, R 1 74 lv� tI 0� I P F1, 5 E PIPE SIZE A B C D E F 6' 1'-9' 2'-3' 2i-6" 1'-2"2'-0' 1 1/4" 11 1/4' S H Al L E L(-X,,e1 L D I H I I DF H Vvi.-', ',1 L +:LA 18* ' A k K H,`'L L - 6" 2'-6" 3'-0" 2'-6" 11-6121-811 1 8- 3'-0 4'-32'-6' 2'-8' 3'-3- 2" L -E N 1 A LI L L, S-3* 5-0* S-0' 2'-3' 3'-9' 2- T: F ki T A�l I F,, F `1 F'j \.U- F. I-: I FT' "d :4'(- ........... HA, L E, 4'-8" 7'-6' 3'-Q' 4'-3- 5'-0-1 4" 51-31 91-0, 31-31 5, -0 5'-9. 1/2* IS- 2 112" F I H S H;,,,, P 7 IM, DUCTILE IRON WATER PIPE INSTALLATION & 13FL)DING i, L -HF P,`H1-, I - THE A L D F TH DF B R FIEr A 14 . . ...... ... Z F E, ji, M . . . . . ....... . . . .. . ....... 7 ]if -T Ll 3 -_C sTA E:_E v, E - vie! I IN -11E Tj A L A IOR V �i �t I T H E E T H H V, T IN I. 'i 4 A ;ALT -'),,TE-- ED F. C. U) S 11,; T 1,, T,, _2 J Ili_ T H F, A A D �'I Ak I 1 1, A S II I pll-�, I L A,,EFF, HOLE 'TH 3,�L KEEP FRE E -, F A ',I `,1JN OVL 1Gld r,TA I I P i. E D 1 111 ie` I I I[— H[>[ T= G,,TE V; I T'r 1 0 EE�4,;D D1 H C- L R:- "•.E 0ii"E T -1 E F, EV,", 1. GD1r--)LI11--':VATFR EL T 1, L .11 Vi T R E;.C. 111 .,'CCP -L L III I I A t 101 TYPICAL FIRE HYE)RANT A-E.S-EMBLY DETAIL F V1, - TI PIPE SIZE A B C D E F 6' 1'-9' 2'-3' 2i-6" 1'-2"2'-0' 1 1/4" 11 1/4' F IF I D EC -'R E E 2'-3 S-0' 2'-6" 1'-6'2'-6; 1 1/4' 2'-9' S-9" 2!-e' 2' -Cr 3'-0" 2* IS -214'-3" 3'-0"j2"-3"IS-6" 2' 18* AND .. .... .... .... ........ IL -GS - 6" 2'-6" 3'-0" 2'-6" 11-6121-811 1 8- 3'-0 4'-32'-6' 2'-8' 3'-3- 2" 22 1 /2' F F T) S-3* 5-0* S-0' 2'-3' 3'-9' 2- rl, F F FT) L L 45" T ........... T 4'-8" 7'-6' 3'-Q' 4'-3- 5'-0-1 4" 51-31 91-0, 31-31 5, -0 5'-9. 1/2* IS- 2 112" C, 24 4 UO) IM, gk, 0 2 2 27 1 1 /4 P .... . - ----- - --- -- ----- ------- - ........... .... BI 2 M Wzz> > Lu 0 7- m 2i mu W. aFr 'w X. z :c : 0 1 C) W 0 Lu ua U) � U) Z 0 -j 6 C� # j 3. . ............. 2 -14 --- -------- I . TH7U-'T DDD _I., E R C J I R E D H E I I VER PIPELINE H I - _"= [)-=ECTC- -1� N D-F:C: I AT V V X� ul 3 L 2 p ct) zLu p p r (a i:, Y Hr-` [,d F T F S I I r.L 1 5F rt.,Ur -C. AN r i.V i:1 .0,HT 0'- uj uj z (D z z z 0- I L I I k I 10 ),I I I W; I /,1- THRID ' R, F, CONC RETE THRUST BLOC K' -S. .. .... . .. . 1',i --,TE : 1,, F-vl'�TE %F.E/',1S, v/\ -%/E BOXE-` -S-A L Eii D il H E TYPICAL MATE VALVE T'- HE "i. - FOR BENDS 8" & SMALLER USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER LINE OF REND. - FOR BENDS 10" THROUGH 12" USE 2 STRAPS ON BENDS ADJACENT TO BELLS. - FOR 18" BEND USE 3 STRAPS AS SHOWN. 44 BARS 0 12" ON CENTER,\ USE BRACING STRAPS ON ALL PIPE SIZES < —6 -----CONCRETE CLASS B ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. SEND PIPE SIZE A B C D E F 6' 1'-9' 2'-3' 2i-6" 1'-2"2'-0' 1 1/4" 11 1/4' 8' 10" 12' 2'-3 S-0' 2'-6" 1'-6'2'-6; 1 1/4' 2'-9' S-9" 2!-e' 2' -Cr 3'-0" 2* IS -214'-3" 3'-0"j2"-3"IS-6" 2' 18* IS -61V -e" 3'-3' Y-0* 4'-6' 2 1/2* - 6" 2'-6" 3'-0" 2'-6" 11-6121-811 1 8- 3'-0 4'-32'-6' 2'-8' 3'-3- 2" 22 1 /2' 10' S-3* 5-0* S-0' 2'-3' 3'-9' 2- 127 18- 3'-9" 6--3 3--0- V -V 4'-3- 2- 5'-0' 7'-6' 3'-3- C-0- 5`-8--i 1/-2- f 4' - 6' 3'-0" W -O' 3* -U* 3'-3" 3'-3' 2 1/4'1 45" 8' 3'-6" 6'-15' S -O* 3'-5' 3'-9* 2 lle 10' 12, 4'-8" 7'-6' 3'-Q' 4'-3- 5'-0-1 4" 51-31 91-0, 31-31 5, -0 5'-9. 1/2* IS- 2 112" CHART FOR UPPER VERTICAL BLOCKING 3" THREAD 1" NOMINAL INSIDE mm DIAMETER EXTRA STRONG STEEL PIPE WIDTH = DIM. "F" THICKNESS OF !STRAP = 1/4- ST ST R H LIT V4" THICK LATE WASHER cit . - 3/4" ANCHOR LARGER c SECTION NOTE: STANDARD 90' HOOK ON END OF ANCHOR BOLTS TO FACE CENTER OF BLOCKS. CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. FIG. W -3A TD -4 E D'AM E "A L -�:i, 1-1,01LE IS r,-QLf1R1E-D fl', FHE �Lll (1 `JP 1'0:-IC'H R"EAD M'Elc'Pc�'� A 1-3 4'a. 14, ------ ----- t. ff d, j f � -ce X 12L ID ui 4 UO) IM, gk, h, P -v, - ----- - -- BI M Wzz> > Lu 0 7- m 2i mu W. aFr 'w X. z :c : 0 1 C) W 0 Lu ua U) � U) Z 0 -j # j -�4 pq P4 P, cm, g3 GJ O IL C) X� ul 3 ct) zLu p p r (a i:, Y q q 0'- uj uj z (D z z z 0- 10 "SLOT # + PIPE E D'AM E "A L -�:i, 1-1,01LE IS r,-QLf1R1E-D fl', FHE �Lll (1 `JP 1'0:-IC'H R"EAD M'Elc'Pc�'� A 1-3 4'a. REVISIO-,NS REV DATE COMMENT BY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVE CONSTRUCTION PROJECT No.: V1 5 2 0 60 DRAWN BY: EEN CHECKED BY: RTY DATE; 7/31117 SCALE: AS SHOWN CAD I. D,: ODO,/ PROJECT: INITIAL SITE 7PLA, N F OR �jj 74 HILL, SECT1110"N I BL"CKS 4A & 8A LOCYVIJON OF S11E, ROUTE 29 SEMINOLE TRAIL RD ANDSTATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA 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 01 SHEET TITLE: WATERA tE SEWER UTI ITYI "'E," T.� IL:S 621011cladimmm=11 C-904 A zu u - LL � -ce X 12L ID ui 4 UO) IM, gk, P M Wzz> > Lu 0 7- m 2i mu W. aFr X. z :c : 0 1 C) W 0 Lu ua U) � U) Z 0 -j -�4 pq P4 P, cm, g3 GJ O IL C) ul 3 ct) zLu p p q q 0'- uj uj z (D z z z 0- 10 # + REVISIO-,NS REV DATE COMMENT BY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. NOT APPROVE CONSTRUCTION PROJECT No.: V1 5 2 0 60 DRAWN BY: EEN CHECKED BY: RTY DATE; 7/31117 SCALE: AS SHOWN CAD I. D,: ODO,/ PROJECT: INITIAL SITE 7PLA, N F OR �jj 74 HILL, SECT1110"N I BL"CKS 4A & 8A LOCYVIJON OF S11E, ROUTE 29 SEMINOLE TRAIL RD ANDSTATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA 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 01 SHEET TITLE: WATERA tE SEWER UTI ITYI "'E," T.� IL:S 621011cladimmm=11 C-904 SIZE BRANCt VALVE THE WATER MAIN WATER VARIP7C .J. PLUG TO TEE (COAT ROBS WITH BITUMINOUS PAINT) ON—LINE (TYPE "B„) VARIES THREADED COUPLING PVC NIPPLE AND CAP FVC SLEEVE or BRASS NIPPLE AND CAP i LUBRICATE ALL THREADS THRUST BLOCK C° METER BOX (SEE FIG. W-7) VALVE NO. 57 STONE M.J. FITTING �- 2” PIPE SLOPED TO DRAIN IF GRADE ALLOWS *'qq VARIES VARIES 2" GALV. OR BRASS PIPE 2" THREADED TAP PLUG DEAD END (TYPE "A") TYPICAL BLOW—OFF ASSEMBLY NTS FIG. W-8 GOOD FOIJN(1ATION i',,"'iAT-LRIAL F0I.jNDA.T1 X\1 iv'IATERIAL I1T.=.1I- RA Fi f•1C f I T H 1_ F I t >' FI, A 4 F —H NE . -FR Tl r fl 11,1;`•f`J," 1-IJ`,1'FI. F':- 1...i": F; F L TI°I ( I. H 1I F L H F7 P FF) `fLF) € ..';1F', TFC? III I FTS Af -L EI I' H. EL_ _L_ H/E= LL DU CTI LE I ROI,J WATE R PlIPP 11\,PcTAI I ATI()N A, EFDDING h€:t15`,Vtb2�74f%DRA4'�9hif�5?PLANt ETaSIN171At SITE PRINTED BY: DRBARDON 7.31.17 4 fl,KI ANI LAST SAVED BY: rz1 IBS€iN. TD -16 B E C T O N ,A, —A ILS 1 'T H:-) I lC C ED[), [Y__ !',1A FTIAL u.r ELEVATION PI E HE BE R_ I- _ 1 =!=1_, EE. E) /1\1D _C .E= E _, E);r ED` 3'. TH= P, I I WATER TYPICAL STREAM CROSSING TYPICAL iMiANHOLE '1V7H DROP COI`` Rpt[ECTIt=4,1 T7, FIC:. ''✓`v ... 1 „'. TG- 0 TFF=T F; ' eo E . E �- cn iv E C EW VI I U1 W CO X 21 m J� d_.1 E LdIn IC7 W LL L w s ° u 0 t \ J E¢x E —<<. E Q 0 om E h, Cj E W v u' LLu uj a — z flf 0 T E 6? o ELd LO cq �� f r - CO u E �F ` E m E oL 00 o as 21 ¢ ¢ Q N E F ° E E Uj nLa0 Lu fiV N � 0 � �% 0 TYPICAL MANHOLE FRAME & COVER N. r.S FIG S -I -D Tib -25 F', A (4) 1' (25mm) DIA HOLES ON 32 3 BOLT OI LE 4" (834mm) DIA 2" (51 mm) LETTERS (RECESSED FLUSH) _., FL = c_ .11 _ 11,_ 14 1/TH ST.,``, :PJLE`-: _ E_ 1l N kI F 1 4 TYPICAL_ MANHOLE PLAN S H OW N Cil BRANCH TIE --- IN 27 1/2- DIA 1 1 /2" [699mm] [38mm] 26 1/4- DIA 7" [667mm] [178mm] 24' DIA [606mm] -I (� 28 7/16" DIA I 5/8- [722mm] �'I [16mm] 36" DIA 0 26" [914mm] [660mm] 1 1/2 - FRAME /2"FRAME SECTION13/16" [38mm] [20mm] 3 1/8" 1/2- r7 [13mm] 313/16- 0 22 13/16" [97mm] [579mm] 0 25" 1 3/8" [635mm] [35mm] 9/16" 0. D. OF GKT GROOVE [14mm] SECTION VIEW 1 4"6mm DIA - CAM BOLT SEE ASSEMBLY NEOPRENE GASKET DETAIL (2) WSHR 1/15 X 5/8 X 1 1/2 �t,� 2 CORED 1800 RUBBER PART# 00981045 YV PCKBARS [5mm 1 5/8" (2) BLT HEX 5/8-11X3 1/2 SS 2400 [41 mm]PART# 00981250 PLAN VIEW 1 1/8' (29mm) DIA BOSS [6mm [113mm] .63 DIA. STAINLESS STEEL ROD PAF;rr# 0098 318 1.50 OD S5 PICKBAR & LOCKLUG HOLE DETAIL 2) NIfT HX 5/8-11 ZN NYLK NOTES' PART# 00981284 1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAIN OR LOCATED, IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER. (2) NUT HX JAM 5/8-11 ZN 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. PART# 00981228 3. COVERS SHALL BE FIXED TO FRAMES WITH LOCKING LUGS OR SIMILIAR ASSEMBLY. TYPICAL WATERTIGHT (SHORT)1935R 3585 IVIANH(�LE FRAME 6L COVER LOCK LUG ASSEMBLY N.T.S FIG S -I -E TD -26 �_ Gi ZO. u' z L U P < 0 Lai a rf eta a 6 q z u. E O I4 rz va > a x w m c2 w w Ls r wOW <00Lu ; �F -,cnrrmV)Z0 L pq f y 2 FT -'1 aF:Y ❑ z t,' Vi U2 ALL oz Lll Ci�2' Ij zc a� Q r^ w w� REVISIONS REV DATE CQMIViENT BY KNOW SIR -HATS BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. .D FOR s, I�VTf t l ZION PROJECT Na.: V15200 DRAWN BY: EEN CHECKED BY: RTY DATE: 7131/17 SCALE: AS SHOWN CAD I.D.: ODG PROJECT: INITIAL SITE PLAN FOR BR�OOI , HILL BLOCKS 4A & S L LOCATION O ,?TE ROUTE 29 SEMIR OLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS S ROAR CHARLOTTESVILLE ALBE RARLE COUNTY, VA WATER AN.1.,D SEW ' j , TI -LIT 1)"ETAIUS SHEET NUMBER: