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Home My WebLink AboutSDP202100026 Plan - Submittal (First) 2021-03-25BROOK HILL RIVER PARK PHASE 1 RIVER ACCESS IMPROVEMENTS ALBEMARLE COUNTY, VIRGINIA SDP-2019-00080 RIVANNA RIVER CANOE & KAYAK LAUNCH & SLIDE I I I I I W- I I yz I I g I I N I j i wa i I �rc I I STONE DUST PATH j CRUSHED STONE DROP-OFFAREA SCHEMATIC DESIGN SECTION LIST OF ABBREVIATIONS APPROX APPROXIMATE MAX MAXIMUM ARCH ARCHITECT/ARCHITECTURAL MFR MANUFACTURER ASSOC ASSOCIATED MIN MINIMUM MISC MISCELLANEOUS B&B BALLED AND BURLAPPED BOC BOTTOM OF CURB NOM NOMINAL/NOMINAL DIMENSION BOS BOTTOM OF STAIR NTS NOT TO SCALE BW/BOW BOTTOM OF WALL OC ON CENTER CAL CALIPER CL CENTERLINE PA PLANTING AREA COL CLEAN OUT PH PHASE CONC CONCRETE POB POINT OF BEGINNING CONT CONTINUOUS POC POINT OF CURVE PROP PROPOSED DET DETAIL PVC POLYVINYL CHLORIDE DEMO DEMOLISH/DEMOLITION DIA DIAMETER R RADIUS DIM DIMENSION REINF REINFORCED DWG DRAWING ROW RIGHT-OF-WAY EJ EXPANSION JOINT SAN SANITARY /SANITARY SEWER EL/ELEV ELEVATION SD STORM DRAIN ENGR ENGINEER SF SQUARE FEET EOP EDGE OF PAVE SH/SHT SHEET EQ EQUAL SIM SIMILAR EX EXISTING SPEC SPECIFICATIONS/SPECIFIED EXIST EXISTING SQ SQUARE SS STAINLESS STEEL FC/FOC FACE OF CURB ST STORM FF/FFE FINISHED FLOOR ELEVATION STRUC STRUCTURE/STRUCTURAL FG FINISHED GRADE (PAVED AREA) FH FIREHYDRANT TOC TOP OF CURB FOB FACE OF BUILDING TEMP TEMPORARY FOW FACE OF WALL FT FOOT/FEET TOS TOP OF STAIR TO. SLAB TOP OF SLAB GALV GALVANIZED TW/TOW TOP OF WALL TYP TYPICAL HC HANDICAP HT HEIGHT UTIL UTILITY IN INSIDE DIAMETER VAR VARIES/VARIABLE INV INVERT VIF VERIFY IN FIELD LA LANDSCAPE ARCHITECT W/ WITH LF LINEAR FEET W/O WITHOUT LOO LIMIT OF DISTURBANCE WWF WELDED WIRE FABRIC LOW LIMIT OF WORK WWM WOVEN WIRE MESH LP LOW POINT MISCELLANEOUS: @ AT FEET " INCHES # NUMBER SYMBOLS 00.00+ PROPOSED SPOT ELEVATION 00 . 00 + EXISTING SPOT ELEVATION 0.0% PROPOSED SLOPE 1 DRAWING NUMBER 11 L-HEET NUMBER DIRECTION SECTION FACES DETAIL NUMBER 1 L-11 SHEET NUMBER PROPOSED CONTOUR EXISTING CONTOUR BIOFILTER EXISTING FORESTEDGE VICINITY MAP N 1 "=2000' SHEETINDEX Sheet Title Sheet Number COVER SHEET G-001 SITE CONTEXT PLAN G-002 DEMOLITION PLAN C-100 SITE PLAN C-200 DETAILS C-210 E&S PLAN C-300 SIGNATURE BLOCK PLANNING DEPARTMENT ZONING DEPARTMENT INSPECTION DEPARTMENT SERVICE AUTHORITY ENGINEERING DEPARTMENT VIRGINIA DEPARMENT OF TRANSPORTATION VIRGINIA HEALTH DEPARTMENT VIRGINIA HEALTH DEPARTMENT ARCHITECTURE REVIEW BOARD FIRE OFFICIAL E&S DETAILS SWM & DRAINAGE SUMMARY MOT PLAN MOT DETAILS LANDSCAPE PLAN LANDSCAPE PLANTING DETAILS DATE C-310 C-400 C-500 C-510 L-100 L-110 GENERAL INFORMATION 1. OWNER: COUNTY OF ALBEMARLE 2. SITE DESIGN AND LANDSCAPE ARCHITECTURE: ANHOLD ASSOCIATES, PLC 8311 ROCKFISH GAP TURNPIKE GREENWOOD, VA 22943 434-882-3420, ANHOLDLA.COM SURVEYOR: ROGER W RAY & ASSOCIATES, INC. 663 BERKMAR CT, CHARLOTTESVILLE, VA 22901 (434) 293-3195 3. TAX MAP & PARCEL NO: A PORTION OF 078GO-00-06-000AO 4. PROPERTY AREA: PHASE 1 RIVER ACCESS IMPROVEMENTS PROJECT AREA: 1.6± ACRES OVERALL TAX PARCEL AREA: 20.4± ACRES 5. ZONING: RA RURAL AREAS WITH THE FOLLOWING ZONING OVERLAYS: FH FLOOD HAZARD, EC ENTRANCE CORRIDOR, AND AIA AIRPORT IMPACT AREA. 6. CRITICAL SLOPES: SLOPES GREATER THAN 25% ARE PRESENT ON THE PROPERTY. SOME CRITICAL SLOPES WILL BE DISTURBED. SEE SITE PLAN FOR EXACT AREAS 7. EXISTING USE: PUBLIC PARK & RUSTIC BOAT LAUNCH 8. PROPOSED PHASE 1 USE: PHASE 1 IMPROVEMENTS INCLUDE PARKING AND NEW BOAT LAUNCH SLIDE ACCESS TO THE SOUTH FORK OF THE RIVANNA RIVER. PHASE 1 IMPROVEMENTS WILL OCCUR WITHIN THE LIMITS OF PROJECT IDENTIFIED IN THIS DOCUMENT. 9. FUTURE USE: FUTURE PHASES OF THE PARK COULD INCLUDE THE DEVELOPMENT OF TRAILS, INTERPRETIVE SIGNAGE AND OTHER RECREATIONAL RESOURCES SUBJECT TO THE FOLLOWING CONDITIONS: DURING THE SITE PLAN REVIEW PROCESS, A PROPERTY SURVEY SHALL BE CONDUCTED BY A LICENSED SURVEYOR THAT IDENTIFIES ALL EXISTING HISTORICAL ARTIFACTS AND ARCHAEOLOGICAL SITES ON THE PROPERTY. NO GRADING ACTIVITIES MAY OCCUR IN AREAS FEATURING HISTORICAL ARTIFACTS OR ARCHAEOLOGICAL SITES IDENTIFIED ON THE SURVEY. NO HISTORICAL ARTIFACTS MAY BE REMOVED FROM THE PROPERTY DURING INSTALLATION OF THE PARK IMPROVEMENTS. EDUCATIONAL SIGNAGE SHALL BE INSTALLED NEAR HISTORICAL ARTIFACTS AND ARCHAEOLOGICAL SITES LOCATED WITHIN THE PROPERTY IN COMPLIANCE WITH THE ALBEMARLE COUNTY HISTORIC PRESERVATION COMMITTEE REQUIREMENTS. 10. SOURCE OF BOUNDARY AND TOPOGRAPHY: ROGER W. RAY & ASSOCIATES, INC. DATED: 9/26/2019 11. MAGISTRAL DISTRICT: RIO 12. WATERSHEDS: THIS SITE LIES WITHIN THE SOUTH FORK OF THE RIVANNA RIVER WATERSHED. PROJECT LIES IN FEMA FLOODPLAIN ZONE AE GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY GENERAL NOTES 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL EXISTING AND PROPOSED SITE CONDITIONS AND TO BECOME FAMILIAR WITH THE PROJECT AREA AND THE PLANS BEFORE BEGINNING ANY WORK. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE COUNTY OF ANY DISCREPANCIES BETWEEN THE PLANS AND THE ACTUAL SITE CONDITIONS. 2. COORDINATE AND PERFORM ALL WORK IN A MANNER THAT ALLOWS FOR SAFE AND CONVENIENT VEHICULAR AND PEDESTRIAN USE OF THE PREMISES DURING CONSTRUCTION. THE SITE SHALL REMAIN AVAILABLE TO THE OWNER AT ALL TIMES. GREENWAY TRAIL SHALL REMAIN OPEN TO THE PUBLIC AT ALL TIMES. 3. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MAINTAINING THE HEALTH, SAFETY AND WELFARE OF THE PUBLIC AT ALL TIMES WITHIN THE LIMITS OF THE PROJECT AND ALL NECESSARY WORK AREAS. THE CONTRACTOR SHALL PROVIDE FLAGMEN, FLASHING LIGHTS, SIGNAGE, BARRICADES, AND ANY OTHER MEANS NECESSARY. 4. NO WORK SHALL BE PERFORMED ON PRIVATE PROPERTY OR OUTSIDE OF ANY EASEMENTS WITHOUT THE COUNTY'S WRITTEN PERMISSION. THE CONTRACTOR SHALL NOT DISTURB ANY ADJACENT STRUCTURES OR STRUCTURE FOUNDATIONS DURING CONSTRUCTION. IF DAMAGED, THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING AT NO COST TO THE OWNER. SITE NOTES 1. BEFORE BEGINNING ANY CONSTRUCTION, THE LOCATION OF ALL PROPOSED SITE IMPROVEMENTS (SUCH AS GRASS PATHS) SHALL BE VERIFIED FOR ACCURACY AND SHALL BE STAKED IN THE FIELD. ANY AND ALL DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT AND COUNTY. NO WORK SHALL BE PERFORMED OUTSIDE OF PROPERTY BOUNDARIES WITHOUT FIRST OBTAINING THE PROPER PERMITS, EASEMENTS OR AGREEMENTS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" TO HAVE ALL UTILITIES WITHIN THE LIMITS OF PROJECT LOCATED BEFORE BEGINNING ANY WORK. CONTRACTOR SHOULD NOTIFY COUNTY AFTER CONTRACTOR CONTACTS MISS UTILITY SO THE COUNTY CAN UPDATE UTILITY LOCATION MAP. 3. ALL EXISTING DRAINAGE STRUCTURES SHALL BE PROTECTED AND MAINTAIN POSITIVE SLOPE TO THE DRAIN INLET. 4. NO CONSTRUCTION SHALL COMMENCE UNTIL THE OWNER HAS SECURED ANY/ALL NECESSARY PLAT AND PLAN APPROVALS, ON -SITE AND OFF -SITE EASEMENT APPROVALS, CONSTRUCTION PERMITS AND DEVELOPMENT AUTHORIZATIONS FORM THE COUNTY AND OTHER AUTHORITIES OPERATING IN THE PROJECT AREA. 5. ALL WORK SHALL BE SUBJECT TO INSPECTION BY THE COUNTY OF ALBEMARLE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR NOTIFYING THE PROPER INSPECTION AUTHORITIES AT ALL PHASES OF WORK. 6. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR CONDITIONS OF THE SITE SURVEY OR EXISTING CONDITIONS SHOWN ON THE DRAWINGS. 7. CONTOUR DATA SOURCE: ALBEMARLE COUNTY GIS. CONTOUR DATA DOES NOT REFLECT CURRENT SITE AND ROAD CONDITIONS AND USED SOLELY FOR VISUALIZATION PURPOSES. BROOK HILL RIVER PARK PHASE 1 RIVER ACCESS IMPROVEMENTS DEPARTMENT OF PARKS AND RECREATION CLIENT COUNTY OF ALBEMARLE 401 MCI NTIRE ROAD CHARLOTTESVILLE, VIRGINIA ADDRESS ANHOLD LANDSCAPE ARCHITECTURE 434.882.3420 1 434.46 6.44 22 ANHOLDLA.COM SITE PLAN SUBMITTAL o�tip,LTH OF G el U DAVID T. ANHOLD 9 rA Lic. No. 00311 w1 'Y Lof AR DAVID T. ANHOLD VA LICENSED LANDSCAPE ARCHITECT LIC NO.00311 REVISION: NO. DESCRIPTION DATE DEC. 20, 2019 PREM. SITE PLAN MARCH 23, 2021 FINAL SITE PLAN SCALE: AS INDICATED SHEET NAME: COVER SHEET SHEET NUMBER: c:\users\owner\anhold associates dropbox\anhold team folder\projects\20190923_brook hill river park\01_cad\02_sheets\g-001 cover sheet.dwg March 23, 2021 G-001 Y — —_— _ �� ice- r-.� Ss!-=• s_ _ — — — =� \ \ \ / / / '/ / / i ' "' //i✓�,%//i%i/"ii %�/' / // / / / / / / / \ ,'/�_--- l/ / GENERAL NOTES 1. DATA SOURCE: TOPOGRAPHY, TAX PARCEL BOUNDARIES, CRITICAL SLOPES, FEMA FLOODPLAIN, ROADWAY EDGE OF PAVEMENT COUTESY OF ALBEMARLE COUNTY GIS. THE LINEWORK IS UTILIZED EXCLUSIVELY FOR MAPPING PURPOSES X AND MAY NOT REFLECT PRESENT CONDITIONS. \\2. A VIRGINIA DEPARTMENT OF HISTORIC RESOURCES ARCHAEOLOGICAL SITE / / / / / — \ RECORD SEARCH DATED 7/20/2018 IDENTIFIED HISTORIC RESOURCES ARE PRESENT ON THE PROJECT PARCEL. 1 / /t////f j / / /' /'/ / / /' / / / / / / / / _ _ — — ^ \/ \ \ _ /� ,' / /' \ \ \ / 3. NO IDENTIFIED HISTORIC RESOURCES ARE AFFECTED BY PROPOSED PHASE 1 / / LAND DISTURBANCE OR IMPROVEMENTS. THE COUNTY MAY DEVELOP AND IMPLEMENT A PLAN TO PROVIDE HISTORIC INTERPRETATIVE SIGNAGE AT ONE OR MORE LOCATIONS IN THE PARK IN FUTURE PHASES. /✓/// //f / / / / / / / / ' / / / / / / \ \ \ ' / ' / 1 1 \ \ 4. WETLAND DATA SOURCE: PHASE 1 ENVIRONMENTAL SITE ASSESSMENT ALBEMARLE COUNTY TMP 04500-00-00-066B0, VIRGINIA. //�� /,/////�•7 / / / / \ 1 1 1 ( l / \ _--_— /' / �,� \ \ / / / / / \ \ 1 \ LEGEND / ✓ ///� / / / \ \ I \ / \ — _ '/ / f / // — \ \ \ \--- / / // // / / \ \\ \\ \ \\ \\ / SUBJECT PROPERTY BOUNDARY ///CkAFTQNWI OI�iTAT N \\ \\ \V A AV A A -- �/ / / I ( / ///\r�� 1 \ PARCEL BOUNDARY • ------ / / / D �REPJf-- / / / / 1 1 \ \\ NZONE R0 OO,OOeQO-01-8D0 \\ \\ \ \\\\ \\\�\ \��\ -- o�/z'�/////// \1S /// //// 1 \\ \I �1\ 11 \ \\ ROADS ZCl�flf��: �I'�tA�'ARE_ASY \ \ \ \ \ \ \ — — — 6�� / / / / �i I l '\ VA A RES / — J 1 \ I \ \/ / \ Rl l ERV 1� / — — / / /' ,' 1 1 1 1 I \ DAM BREAK . . . . . . Z A \ UNQDDPE0. _ o�Q / l INUNDATION ZONE \ \ \ \ _ �G _ _ WETLANDS IDENTIFIED \ \ \ \ \ \-- ��--_—�_— _ �\ \\I \ �'/////— ��/ I I I // INPHASE 1ESA 1////' / I I \\\ \ \\ •,\ \� \ \ \\I__, \\\—_\— --__ I 'T J/•�/// /• ///1 I/I /I/ /'/•- I I I I / EDGE OF WATER 4'CONTOUR / //// ; / / v v v \� / t / / ✓ _ _ //j//// r/ � \ � / \ \ \\ \ \ \ \ I \ \— -- ___ •/ / / l / l I` J/ r• • ^ / I I I I I I I I I I �\// / CONT // \ V v v v' v v V A• \ — v v \ — — — — _ • / / / �/ / l l 1 I — — / f\//\/////\//' \v / / \ \ \ _ \ I \ \ \ \~\\ \ \ \\ �\ • . yi '\ \ \\\\\\\ \�' \\• �'.—�— , —_ — — _— — —_/� — -� � •/• / / / / ///' / // /I I'I/I I •II +iI I I I— // jl,/j/�/• CR�AF�TON/ �GOF�O/ R/lA/ TI I�/ N PHASE 1 PROJECT AREA /l 7�MCRITICAL SLOPES��4 S/K E: WOOD IN FEMA FLOODPLAINI/ I/ ��/ �� FEMA FLOODWAY 72Z7 Z� "e- ��iFPb4'S0$�QO-067Q0� \� \ zolm \ X _ \_ _AM t�KtAK- -z!-__ \ /\ \ /jri//� / \ \ D ON` —///// / / �\\\� \� •�—\\\ \ \'. ..:.tip//// / _ \ I INU ATION Z / \HOL A DAM Xj\\ \ \•• \ \ t �,-�__-�-__�_�;\ \\ \\\ —_ �\�!—\�—\�\\� \li\ � \ \lam\✓ � 1^ �•1 \ \\\ •• � //// / \ \ \ \ \\ \ \\\ \ \\ \ ' \ —\ / \ \ F�IVANNA W I tz I 1N o 1 — \ i \ \sDiM-1sz' EaWE�AUT OR I I •I \ /�� C TI A P S \ \ \� � \ \\ � � \ \\ \ \� \ \ '� \ .. '-r��FjZI. 1�— ------ \ \` / ` -a � _•\ / r J \ \\ \ \ \ 'DAM BREAK \ \ \ \ x\\\\ �\\x.,\\\ \ \ I I ////// / �/ / /• �// //__ _ _�� \\\� ��\11 \ A 1 J C N1\IAj�'�'/l/�llll /RIVER HEIGHTS %,/ CyA�E$LIN�II I I i(l I �I \ / � v v \ '0 0p- 0 OQ- 616 I I I I I I I I/'' /�%/ // 1'N EI'd' j II I ZQSN G: R1A ,� $ I /uc. W Qqf /�NDEYE,LQP/E \ CbMAQO WE�L�H iOf{ VIIR k1 \ p4 Od-OQ0-P618C I IONMI : 1 R�1LIA Eti4� �� 'i // // / / / \ \ \ \\ \\\ •�\\\ \ `--?—/ /— \\<.�� \.\\ \ �'. / I l\1SE WOQD(DJ YNDEVELOP D) \'- \ — 47 / / --' _/ _—> // �_ •//�///f / /�/ / � \\\��\\�\�\\sow\ � �. CRITICAL SLOPES \ /• / / / \ \ 'ti \ � \\ / v v v v // /Fo- A\Vvv v�' v vv •v F`ZICHCHARLOTTESVILLE / ,�,\\\\\\\\\�•�\\\\�\\ HOTELZtC-CfO— TMP 04500-00-00-068D3 ZONING: HIGHWAY \/ / \ Ill\\ \•\\ \ 1I \ 1 COMMERCIAL USE: HOTEL -• \ // / / / /// / \ \ \\ � I I I / � l // 11//./// t_ — D BASE MAP J 1"=100 IN44NDATIONZONE 11 I \I \;\ \ \) \ \ ' •// / \\ •/ — — \ • , \� \ \ \ \ \ \HOLLYMEAD DAM I — 1 / rS / \—''•: ---- 1.1 I / / 0' 100, 2009 400V BROOK HILL RIVER PARK PHASE I RIVER ACCESS IMPROVEMENTS DEPARTMENT OF PARKS AND RECREATION CLIENT COUNTY OF ALBEMARLE 401 MCI NTIRE ROAD CHARLOTTESVILLE, VIRGINIA ADDRESS ANHOLD LANDSCAPE ARCHITECTURE 434.882.3420 1 434.466.4422 ANHOLDLA.COM SITE PLAN SUBMITTAL ed!��iNLTH OF G 7- DAVID T. ANHOLD 9 IrA Lic. No. 00311 %TC14PE AR DAVID T. ANHOLD VA LICENSED LANDSCAPE ARCHITECT LIC NO.00311 REVISION: NO. DESCRIPTION DATE DEC. 20, 2019 PREM. SITE PLAN MARCH 23,2021 FINAL SITE PLAN SCALE: AS INDICATED SHEET NAME: SITE CONTEXT PLAN SHEET NUMBER: G-002 DATE: March 23, 2021 \umm\num<r\enhnld aeerviah<C Arnnhnv\—hnlA foam fnlAur\nro;urte\Onlonoiq hr lr hill river nnrL\nl nad\m Chuddn_nM h— mnn .iurn DEMOLITION NOTES SURVEY NOTES: 1. THE ITEMS IDENTIFIED ON THIS SHEET GENERALLY DEPICT 1. UTILITY MARKINGS WERE MADE UNDER MISS UTILITY TICKET #A921202280. CALL MISS UTILITY THE ITEMS TO BE DEMOLISHED PRIOR TO CONSTRUCTING BEFORE ANY GROUND DISTURBING ACTIVITIES. THE PROPOSED IMPROVEMENTS. THE CONTRACTOR IS RESPONSIBLE FOR ALL ITEMS THAT MUST BE DEMOLISHED 2. THIS PROPERTY IS SUBJECT TO THE FOLLOWING: FOR THE PROPOSED IMPROVEMENTS A. EASEMENT TO VIRGINIA ELECTRIC AND POWER COMPANY (D.B. 298-345). B. EASEMENT TO VIRGINIA TELEPHONE & TELEGRAPH COMPANY (D.B. 271-436). 3. NO TITLE REPORT FURNISHED. THIS PROPERTY SUBJECT TO ANY CONDITIONS, UTILITIES,EASEMENTS,AND/OR COVENANTS THAT MAY EXIST. 4. THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF BRIAN S. RAY FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION; THAT THE IMAGERY AND/OR ORIGINAL DATA WAS OBTAINED ON AUGUST 6, 8, 9 & 23, 2019;AND THAT THIS PLAT, MAP, OR DIGITAL GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. 5. 100 YEAR FLOOD PLAIN INFORMATION WAS TAKEN FROM FEMA FLOOD INSURANCE RATE MAP 510006 0280 D, EFFECTIVE DATE FEBRUARY 4, 2005. DEMOLITION KEY DEMOLISH EXISTING GRAVEL PAVEMENT AT FULL DEPTH ®DEMOLISH EXISTING ASPHALT PAVEMENT SAW CUT ALL EDGES 777 AREA OF VEGETATION REMOVAL AND DISTURBANCE WITHIN WPO BUFFER LARGE TREES TO BE DEMOLISHED. ALL xEXISTING STUMPS SHALL BE GRUBBED AND COMPLETELY REMOVED. 0 R POINT # m h I APPROX. PROPERTY LINE. CONTRACTOR TO LOCATE AND MARK IN THE FIELD. + 12 LIMITS OF PROJECT 326.4 _ _ SYC TR TREE 327. 1 TRI TRIPLE I FENc III C6 I I I I / E WAL WALNUT w III Q I 1 11105 348 . 9 I III I I I TR // / I 27 �15" 3 I II I I I i II R/ // \\ 12'. OAK SYC 24 O SYC CDw'1� I8'1/// / + I R ° 8' I~ ~ I MIM I l / / / r / 347. 6/ ]26. 8 BEE a BEE�H I o II I I I I /// 0/12/'/ // CH / MA BENCHMARK: GHUB SET ET z RITICAL SLOPES PER + 12" g" ®8" / I ELEVATION=362.61 3 � /15� / / ALBEMARLE COUf�i� CIS o YC� SYC POP 0�6 MILL EX. RIO MILLI ADJUSTED )ACCORDING TO / 0 15" \ / � ASPHALT IO I D �✓ // SURVEY TOIPO / SYC w �o � �/ \\ 15" / �� 3 THE AREA SHOWN 15'I 1 I I I HIC// 347. 0 + %� / °OAK// / \\ LIMITS OF PROJECT APPROVEEXDENTIF ACTEXACT SURVEY LEGEND SYCAMORE BP BRADFORD PEAR CONIC. CONCRETE C&G CURB & GUTTER DBL DOUBLE FOM FIBER OPTIC MARKER HIC HICKORY MAP MAPLE MIM MIMOSA PAR PARADISE POP POPLAR PS PARKING STOP SYC FENCE GUARD-RAIL d OVERHEAD UTILITY LINE ORANGE PAINT /°� RED PAINT YELLOW PAINT TRAVERSE MAG HUB I I 12 HATCH AR gFNO�ES / / \ \ _ _ i DBC // 4,420 SQ. FTI. OF PARCEL I / / /ice _ - 15 N I AREA VEGETIATI �- / SYC \ I 1 III / 0 1„ 24" / /B �� \ T.M. 45-66B + CLEARED WITHIN \ O OAK PAR01 S C / 12 8 \ 1104 "BROOK HILL RIVER PARK'' DEMOLISH EXISTING GRAVEL I I I I I I 1 346.4 STREAM BUFFER. \ - /35 . 6 WAL / TR \ I PAVEMENT AS DENOTED. VERIFY I I I I I I 1 \ / / / I / / 15" COUNTY OF ALBEMARLE, VIRGINIA EXACT AREAS IN THE FIELD. I 4` II II I I I 1118" ° SYC /15 "/ 348.8 V I �- //357/./1 WAL V D.B. 62409935DE8SC ��/ I I °1 I I I I I I Y 349. 4 \ I 24" I + / \ D.B. 411-523 PLAT VDOT STAFF TO FIELD INSPECT THE EXISTING EDGE OF ASPHALT� / 9 + I I I I I I I / \ / I OAK/ 356.8/�IMI S WPO _ \ > D. B . 56-339 PLAT ROAD PVMT. CONTRACTOR SHALL RFORM ALL WORK RQD. BY / /// // �A L 325.7 Ij I I I I 19" I 1 1 • 100 STF EAM / / / / I a I VDOT IN ORDER TO CREATE A STRU ALLY STABLE PV T!EDGE. IJ' // _ I / 1AR _ 15/$U/FFEf4 TH / / I SYC a a a VDOT STAFF SHALL PROVIDE WRITTFy_APPROV9L P �T TO THE-) I III 1 I _ - III�� 9" / I 9' o I W _j W CONTRACTOR BEG#NNINIG-N�WPAVEMENT ITORK- � / III I I I I C / I --,®g„ jR�/ \ TR r I N= N 1j// /YC/ TR_ i \ G \ I I CRITICAL SLOPES PER MO E Ek 4T€,-CHAWN-LI1WK_FENCE EXISTItIvG \ OODLAND 3 ALBEMARLE COUNTY GIS -E6NC: POO- ERS-AND ALLASSOCIAT�DD� 18" / P YC\ VEGE I iI ION SHALL BE ADJUSTED ACCORDING TO / �' FE�1 NG E�MENTS.' �_- - POP of / 3 � REMOV D I ITHIN THE LIMITS SURVEY TOPO 18 / / / / o �_ • - I 0 \ + C 18 �\ ° OF A'ING.TYP SYC // // // POP//�� R �� X2. CA Im -T- I Sy \ 348.9 YC 9"® 0 1 1 \ 15" / \ _ LI ITS OF GRADING AND TREES & / / / 9' / o / 8% x5 m \S , I \ 348.5+ 9 - POP_---® p \ 30 T/ / / / �iR// POP/// 7,� 1 �, / 362.9 OP BR SHES// / I + \ _ C \ 12" SITE DISTURBANCE. BUSHES / / / 2 W m \ ;TR \ /5 \ _ C NTRACTOR SHALL / / / 1 / / P �loz I I I I 11 1 R 1348.7 348.8+ \9 SYC 'El -FYEXACTAREA. 1Q g„ 12 g TR%//� �j /OTHERTHPrNFVAL,NO19�� II I I I S�H /' 15" SO TR 12TR•/'//// HALL BE PER EDBYon I 4 EXISTING EDGE OF \ / oTR g" ®MAP - - - e / / {j '� / THE CC NTRAACTOR IN THS AREA. °� �i / / / TELEPHOLu L� Y + VEGETATION. X TR 1512"_ 2 12 _ / / / / PROTECT A4L UTILITY EQUIPMENT AS Q o 325.7 I I I 348.5 9 2 HE aI1B -TR c �_ _ <> + USHES POP - / / / REQUIRED BY THE UTILITY QWNE / a I g„ <C90 352.7-BENCHMARK: 348.5 \ AR \ - f _ z III I I \ IRON & CAP SET + + 351 . 5 \ ING n i / - I VIRGINIA TELEPHONEI & TELEGRAPH COMPANY o III I \ \ELEVATION=348.48 a _ / / V ASEMENT (4.B. 271-4361 1 III I \ & 348. 4 CONTRACTO SHALL PRESE�tVE STOPS & SIGNAGE + / POL I \ I - 3 EXISTING dV R 110D2 \\ I PO E I GUY GU I \ B T AND ]PROTECT ALL PROJECT I I I I \ 1 I \ T \ - ( VIRGINIA ELECTRIC AND POWER SKETCH) / ENT. ONTRACTOR TO III I 1 g„ \ \ SXNW.EY BENC MARKS DURI G LISH EXISTING GEA/E4 EASEMENT (D.B. 296-345, \ 1 I TR \ CON ;TRUCTI 'A . + a / 35¢C(0�2DINAT AL I \ EES\348. PAVEMENT AS DENOTED. \ 355. 6+ E U �ITY OWNERS. / III I I I g & 15 "/ BUSHE - 34g 2 \ / CONT \ \ 356.5 \ III I I EXISTING -RIVERBANK RIP 35�CT AREAS IfTHE FIELD 1 \ NOT BE DISTUFZ/ 352. 5 a 354. 9 o . 26.7 27.3 326.7 W F- Q LL 0 W LD O W 327.6 327.5 Irk m 0 HH Q rr Cr o I oozcn _jOSJ 64.5 WLLcna U W(nW QZJa~ I XU=LLW� W UUC Z J Q W 0< 1 _JCOzCC ozzaxo WazWocn / o a� a � x c, / H 1 U) CD Z Q 3 Q C)Q = oLuM 1 0 >o In a Z CD <Lu 0 I 1 w CC Q 3 367.5 a a a 1a _ 1368.7 368.4 368.4 1 w a N rr 369.4 1 / 370.3 N m w 370. N17?55'52 W G-) 5.64' z VDOT / 1 0 \ T - N34°37'43"E 5.66' / / T�� / M NUMENT/ 1 Lo 1011 \ - m SI 351.7 / 8" / N32°16'43"E 350.01' / / / 1 0 + N v 1103 TR OUND T POLE C / w 1 30. �8. 6 a / / "1 / v �IGNAL/ ( 12" / Z GONG. / + n �YC o g• T / / / PIPE C 356.5 8. o / /348. EXISTING SIGN HALL BE 353. 0 P gp ° REMOVE AND T E / / / 371.6 ST EXISTING EDGE OF 354. 6 LIMITS OF PROJECT 357 4 s REMOVED, STO ED, AND - - - - - - - TREES & PARK SIGN FOR SE / / / N \ ' VEGETATION. BUSHES SHES ,o)0 REPL'°`CE6------------------- --- BUSHES - o TREES --------------- 357�6- / 0� T GRAIL l.1 D n S 3 FUSEE ------- _ ___ 24" CONIC. PIPE/� Lu \ DEMOLISION OF EXISTING I GRAVEL PVMT. TO END AT THE I a J F� FFIC E RIPS c �O A EMI TING VDOT R.O.W. DITCH IS CURRENTLY SAW CUT AND REMOVE EXISTING /SIGNAL W �1 o . PARK PROPERTY LINE. GRAVEL INVERT= ASPHALT ROAD PAVEMENT FOR NEW 0' POLE � PVMT WITHIN THE VDOT R.O.W. I (QOGGED WITH SEDIMENT AND VEGETATION AND R DR INS PARTIALLY ONTO COUNTY PROPERTY. 360. 54 WAY �0 / SOp / c SHALL REMAIN. CG-6 CONSTRUCTION. SIGN 344, '.6 I VDT SHALL RESTORE / REPAIR DITCH IN ORDER SAW CUT &REMOVE D OF TRAFFI TO CORRECT THIS CONDITION. SIGN • 34.4 9 ZONE AE EX+STING G-6 IN ORDER O IN j / B Y - Y NEW CG-6 CONSTRUCTIO . r 'Y V V V V Y � / / / A PAVE NEW C6 1 1 1108`. a SIGNAL i POLE PAVEMENT J 1 I RI APPROXIMATE a W o (NOT IN a o NOTE: EXISTING TRAFFIC ISLAND WAS USE) I LOCATION OF W� / U.S. ROUTE 29 R GRAVELCONSTRUCTED AFTER THE PROJECT SURVEY WAS OVERHEAD zu o BRIDGE N x SOUTH BOUND LANE CD PREPARED. THE ISLAND IS SHOWN FROM DESIGN SEMINOLE TRAIL m`v a (VARIABLE WIDTH R/W) m PLANS PROVIDED BY THE OWNER. CONTRACTOR BENCHMARK: a TO VERIFY EXACT FIELD CONDITONS PRIOR TO MAG NAIL SET PI I \, . BEGINNING ANY WORK. ELEVATION=371 .97 1 344.0 DEMOLITION PLAN 1"=20' --------�r�•-��e�e0®A��e�e�V��P��e�®Teeee�e=®�e��r��e�` al��e�eN��e�ese�eese�e�e�e�,e_eLWAIll �� Iva®e�,�► r �.�'..e�eve.�s�e�;.e_®�®./$ee®wee®era Iir,� �eeeeeeee101 IN see®o®�d�,��eeeee®assesses® :•�� -*.e�a��aaeeeeeeeeeee.•® e�e�� o�a+eye►-:®� ' . . , .G�N ogJ.®�,®�®®j��s®ae�®e►�► seeeeeeeeeeee®,.� 353.2 I ... El- I' 0' 20' 40' 80' BROOK HILL RIVER PARK PHASE 1 RIVER ACCESS IMPROVEMENTS DEPARTMENT OF PARKS AND RECREATION CLIENT COUNTY OF ALBEMARLE 401 MCI NTIRE ROAD CHARLOTTESVILLE, VIRGINIA ADDRESS ANHOLD LANDSCAPE ARCHITECTURE 434.882.3420 1 434.466.4422 ANHOLDLA.COM SITE PLAN SUBMITTAL p,LTH OFI�j, `rY f (O DAVID T. ANHOLD 9 Lic. No. 00311 LAP E DAVID T. ANHOLD VA LICENSED LANDSCAPE ARCHITECT LIC NO.00311 REVISION: NO. DESCRIPTION DATE DEC. 20, 2019 PREM. SITE PLAN MARCH 23, 2021 FINAL SITE PLAN SCALE: AS INDICATED SHEET NAME: DEMOLITION PLAN SHEET NUMBER: C-100 c:\users\owner\anhold associates dropbox\anhold team folder\projects\20190923_brook hill river park\01_cad\02_sheets\c-100 demolition plan.dwg March 23, 2021 SITE PLAN NOTES 385' 1. PROPOSED PLAN COMPLIES WITH VIRGINIA STORMWATER MANAGEMENT PROGRAM REQUIREMENTS. NO ADDITIONAL NUTRIENT LOAD WILL BE PROPOSED BY CONTRIBUTED 380' BY PROPOSED PROJECT. SEE SWIM SHEET. 2. PER COUNTY REGULATIONS NO RETENTION / DETENTION IS REQUIRED DUE BECAUSE OF THE PROJECTS LOCATION IN THE FLOODWAY. 375' 3. A 3/5/2020 SITE VISIT WAS HELD WITH VINCENT PERO, US ARMY CORPS OF ENGINEERS. MEAN WATER SURFACE LEVEL OF THE SURVEY WAS DETERMINED BY THE USACE TO BE 370' 330.2'. 365' 360' + 12" 326.4 _ SYC 355' 327.1 I //•g, I _ 1 cO �i 7 385' o :, IRON LLo \ FOUND . w 1 �� 380' 1 I J = 1 CD C 0 W 375'' Ez \ 370' _ - 371.6 STN T INVERT= NAME 369.56 365' wl SIG / / \\ TRAFFIC SIGNAL \\s 360' BOX R 0 O (\�\cp� TRAFFIC 355' a N ' a �' SIGNAL / \ROUTE D I I I I ( \ \I / ✓ PENCE 500' 400' 300' 200' 100, 0' 100, 200'350' I 0 Cd' # \IGN / I I Q I 348.9 O v III®I 9' / , / I 27„0 15 SIGHT DISTANCE PROFILE ' / y TR YC 2 / o SPAVEME 12SYC + TR BEE H 1 373.3 374.8gM y /347.6/ BU.S. ROUTE 29 ]2+6.8 0/1 2t/ BEECH RJUTEU /TH B$NDLANE w. I INOLEE TRAIL 2" SYC�5o POP BILE IDTH R/W) / S'YG/ / 1 / 0 15" \ I 11 / \ 15„ NOTE: SIGHT DISTANCE PROFILE BASED ON SURVEY AND COUNTY GIS TOPOGRAPHY. n- ' / SYC ,-,� PLAN EXTENSION- SCALE 1 -20 1115 / EDGE OF FOR ST DBL / \ INTERSECTION LINE OF SITE DRAWN ON SHEET C-2 BASE MAP. HIC/ T3a�ZWAIN� + � / OAK// � � \ \ LIMITS OF SEE SITE CONTEXT ND � � � J H 349. / / \ \ _ PROJECT MOT PLANS FOR FU I W 0m I I I I I I DBL / I / �/ EXTENTS OF SDL �� a �Q I111 IHIC/ 1 /-7-��-� 1L �� ' I VDOT EC-3, TYPE�C / \ - SYC \ POINT OF BEGINNING FOR PROPOSED I 0 I II11 I / REE & I 24" / 8" � a � \ � � o u) I I SL PESTABILIZAITIO p21" OAK /PAR \ p U1 oozcn III / Q USH 1 O / / + 12" , B" \ ° p ¢w III I 1 I 346TTING. BOTH SIDE \ SYC - /35�. 61 WAL /'6 TR \ 1104 ENTRANCE & PARKING AREA IS AT CENTERLINq I I I of oo J 15" OF EXISTING ROAD. CONTRACTOR TO VERIF _4. 2- - - 1I I I o K \\ I/ / / / WAL EXACT LOCATION IN THE FIELD / I 1 1 I w w¢w I 15" CANOE & KA`fAFi T / / I 4 2" MI L 0w Cn < I III I 118o SY SLIDE &LA C \ �/ 357/.1 / / \ / /gl 1 /col' AND azwaw + III I I I I DETAILS O� HEET C-5 349 4 \ I OAK / 356. 8 /LIMI S F VVPO \\ > CG,-6 CURB AND GUTTER / / / / A ®/ I I I RETO '� =o Lu 325. I I I I I - / / / 15'' 109 STF�EAM / CD I ENTR .EASPHALT / / // / ? p0,( r j oaw=<Q / \ ¢ / / 1 ASPH LT zw �zw 990 S . FT. OF I I - - - - - - - - I PAVEME SEE BE7�L_ /� / r a o I I I I I I (o BUFFEf/2 ® TR ✓i / I 12" 1 ao a �� $9 / / / I Nz� CRITICALSLOPES III I I /� / + BAR 9„ •TR/ 1 9 S0C 1 w J w �A - 11?R / //SYC wazoow i I 0 I ozzaa0o WILL BEDISITURBED I I % / -- g„ TRH/ \ TR / 1 ou o ENTRANC��GATEPOSTS�N9%ATE�S12�� / // / I oa�aw�c I 3g ' • r NY N EDGE OF FOREST BY OWNER: EXxdwexnibv AL - � � ✓ / / ! =mC a Coh-�z IN THIS AREA. TR i \ r �L fR 34 ' \ _ - - _ BE_D€TER INED IN THE FfELD.� / TO REMAIN � _ _ � _ / ---- \\� i'--�// - = POP ��/ LL O0 joH _ .'.'.'.'I'.'.' .:': U) +349.2 SYC �� p \ I I / �� i i-- ci fr:::.,','.` a 18" / i i� �� ....I'r:r/i?i:: ''. '.' I Z ma 190 S . FT. OF CRITICAL LIMITS OF ✓ ° � � � """''''''' � ~ ~ w \ �� 15" 1 l SYC / ✓ // 15'✓ �'��'8- i�� ✓✓ AW I a¢ 0 \ / \ YC 18" 0 / 1 SLOPES WWI LL BE DISTURBED / / i 9' / /.:::: `:::.:'::::::.:':.':..: Q aLL FIFE DING= \ 348.9+ \� SYC WAL- GRADING g., ®o / ✓✓ /POPi i ��/'::'?:'i:'::':(" a a / - I \ \ 1 15" / \ IN THIS AREA. TREES & N 30.40' \ 348. 5 349 \ \ 12" \ POP i \ USHES�IA R / ✓ / / ✓ T %i:':i'ii:'?i I I 47.00'/ + - SYci - - - - - - ® �3g 30 " / / ✓ i I h \ \ 0. 18 / g / POP O 1g�0 0. 36 - L m I FF LAN G= ^ �\ 9" \ g" �� \SYC TR / / //TR / / m + } z 3 6.65' O \ w "TR d_ 9 8 0 / 362 55 o t\. \ SYC \ i C:EIII \ \ _ �4 ------ TR" 12" 1H / O PA KNG m w B \ SYCO 8" 1 TR // / 362.8 I' A \ / 15' 35 .25 5 \�� / o R g„ Tq® \ ��= -•MAP ---- �� Ta e G % / o' j�ii::�... \� 1368.7 368.4 FULL Y + �\ 1347. 0' o o TR 15- \--�R 12' 3 - -- ¢ .� \ o \ 12 PHON Q� 325.7 I �I 3 5 p0 349 2 \� T S & �� _ oDBL - o TR ---__ �� / // / I G� \ M. 1 > 3' SHES _ _ - - 358.00' I b M M- �.---, \ - / OMPA \� Y \ `'. 368.:4.. I o I \ b� BE MARK: 348.5 \ \\ \ -+ ------ / I M z I 1 ' I \ RON CAP ET + \ o - 8. :_ o � I 'l E EVA =34 . 48 - - � o- I ELEPHONEI I a� 1_436 POLE o \s + - - - - - 354.20' 4 rn V EASEMENT ( II \ \\ 11 _ \ I AND TjL�H \� D \ I .... o 00248.4 34�. 0' I d EDGEOFG - /� / \ m II POLE ' II (_ I c III I \1 I \ \ I 1 \ fig. + + 16.66' � RA�/EL PAVEM I � + MPANY /PARKING ' � 102 ' 362.7 ' I GUY GU �r'. . . \ g„ \ \ 348 g I VIRGINIA ELECTR 298 3D 5 0 34R KETCH) - z ¢ I I I 1 1 I TR \ I + - - . 4 EASEMENT (D.B. g00.0 ' 6- \ \ POLE / N w 320 GRRVB P ING N[� 10 �0 \ 0 ----- / 3: La III I I I I \ \ \\348. S 3 DIA TER - �I- + - - o \\ - h T V T \ + V�� GUY 0 III I 1 0 / TR & + - RIVER., � O E o M \ 356 . 5 33- I I I I I I 19"&15"/ BUSH \\ - \ \ \ Y. / AT 1 /( / 11.00' 5.00' PAR F�1G 36 1 I I I 369.4 I LIMITS OF I Fo GRAVEL & 1 I / �\ / 3 �70.3 3 .5 354. ) 35 I 12• \ 36 RADING I PAVEMENT W 326.7 326.7 'I \\ \ y / + 5 - 335 / 35 I AVEMENT 1 363.2 '..:. �+ 3 7. 0 ' m I q 1107 I \I o - I N17?55'52"W Icy I I 0-- / + } - 2-TRASH/ RECYCLING / 1 5.64' z I \ \ REC TICLES BY OWNER / VDOT � APPROXIMATE , -- ------------1--------------- - --------�--------/_LaH_T OF WAY LINE I 1 MONUMENT/ 5.66' - ---- �, --- / --�-� 7' / 3.71.1 / DRAINAGE SM�LEFWITHEC-3,TYPE-A / 8" / N32°16'43"E 350.01' / -�_ _LLMLTS_DF_ IRaN\� / / + D 1103 / TR / a - / FOUND T AFFIC / W .. PROTECTIVE MAT. 4' WIDTH / / I 12„ / GRADING / / IGNAL/ I 1 - \ G'ONC.' / 346' + POLE PIPE 0) 356.5 SYC 8" 0 8R BEGIN NEW �G-6 / 1 J PAVEME 1 + 353. 0 + �S gp • �6Q CURB AP GUTTER / a - 371. 6 / �346. 354.6 357.4 --------- I------ ---- - --- THE & FjTCHEX.ELEV. /\\ / _ o / __ \ N - � TREES - - - - - - - - - - _ - BUS S LIMITS OF BUSHES 6 I�\RAIL 3� PROPOSED PARK DITCH �I��LOW INTO - - - - - - - - - - - - - - - - - 357�6 PROJECT / / �0 TR o U) 24" CONC. PIPE /� • OBJECT HEIGHT ELEVATION=378.3' w EYE HEIGHT ELEVATION AT ENTRANCE ❑ Z ORIGINATION POINT=369.9' SDR =182 of VSTAN z SITE �O^ a a 0 E ISTING & PROPOSED e d GROUND ELEVATIONS ❑ SDL =4 z SDR SIGHT LINE OBJECT HEIGHT CT HEIGHT DISTANCE LEFT w ELEVA SITE Z O (0 m z o �a Ow EXISTING & PROPOSED ¢ w rn D GROUND ELEVATIONS O, to N = AT SDL SIGHT LINE m E F U' 0 w 326.8 + o 1 + EX. VDOT DITCH AND EX. 30" COYCRETE PORTABLE TOILET BY OWNER, ADA VAN W RKING HC VAN - - - - - - - 327. 3 w q PIPE. CONTRACTOR SHALL VERI Y EXACT CONTRACTOR TO INSTALL 8"X8" SIGNAGE� RADA REGULATIONS. o 0 FIELD CONDITONS AND COORDI TE ALL PT TIMBER EDGING WITH 4" 21A 1:50 MAX � PIES FOR ADA PKG CENTERLINE OF EXISTING DITCH AT TOE INVERT= OF ROAD OT SHALL ONE DRAINAGE WORK WITH VDOT. CONSTRUCT AND 2" STONEDUST PVMT. AND ACCES AISLE PAVEMENTS. 360.54 WAY EDGE OF FOREST END -SECTION EC-1 AS REQUIREDBYVDOT. AND RESTORE O CLEAN AND RESTORE TO ORIGNIAL SIGN I I 344.E TO REMAIN HYDRAULIC DESIGN CONDTIONS. � 344.9 ZONE AEA V Y_ Y Y Y Y 327.6 327.5 LANE RAIL TH R/W) .4 326.8 327.6 1 1108 I J I R APPROXIMATE I \ GRAVEL LOCATION OF OVERHEAD C) d BRIDGE PI \ I I \ 7 344.0 INITIAL SITE PLAN 1 "=20' SITE PLAN LEGEND: GRAVEL PAVEMENT (ASPHALT) DITCH RIVERSTONE RIVER MATTING a 3 Qo � 0 w J Z w 0 N S r H 3 I POLE (NOT IN USE) AL IC X WHITE ,SIGNTPAF /SIGN / I 0 POLE • 15 p0, ��N TRAFFI SIGN j / s B Y / A PAVEMEN BENCHMARK: MAG NAIL SET ELEVATION=371.97 NOTE: EXISTING TRAFFIC ISLAND WAS CONSTRUCTED AFTER THE PROJECT SURVEY WAS PREPARED. THE ISLAND _ IS SHOWN FROM DESIGN PLANS PROVIDED BY THE OWNER. CONTRACTOR TO VERIFY EXACT FIELD CONDITIONS. rs U.S. RUTE 29 OUTH BO ND LANE SEMINOL TRAIL (VARIABLE 'WIDTH R/W) W_ �Iz _O fnI z w ~L - 0' 20' 40' 80' BROOK HILL RIVER PARK PHASE I RIVER ACCESS IMPROVEMENTS DEPARTMENT OF PARKS AND RECREATION CLIENT COUNTY OF ALBEMARLE 401 MCINTIRE ROAD CHARLOTTESVILLE, VIRGINIA ADDRESS ANHOLD LANDSCAPE ARCHITECTURE 434.882.3420 1 434.46 6.4422 ANHOLDLA.COM SITE PLAN SUBMITTAL N LTH O- N L UO DAVID T. ANHOLD a XOA Lic. No. 00311 ZSC'4PE ARC DAVI D T. ANHOLD VA LICENSED LANDSCAPE ARCHITECT LIC NO.00311 REVISION: NO. DESCRIPTION DATE DEC. 20, 2019 PREM. SITE PLAN MARCH 23, 2021 FINAL SITE PLAN SCALE: AS INDICATED SHEET NAME: SITE PLAN SHEET NUMBER: C-200 DATE: March 23, 2021 \umro\num=r\=nhnld acervi=h=c Arnnhnv\.nhnl.i h=nm fnlA=r\nm:=rhe\Om Onaiq hr lr hill river n=rL\m n=A\ni ch==he\n-inn cihc nl=n Awn 8" VDOT 21-A BASE MATERIAL COMPACTED SUBGRADE _j CBR = 10 ASPHALT WIDTH VARIES, SEE PLAN 8" i i I—ITI—I i I I —I i I —I i I —I i I—ITI—I 8" VDOT #21-, AGGREGAT COMPF. CBR = 10 GRAVEL DRIVE 8 1" 6' 4' 3:1 3:1 r,- NOTE: SWALE DETAIL DRAWN TO ILLUSTRATE PARABOLIC FORM. SWALE SHALL BE CONSTRUCTED PER VDOT SPECIFICATIONS FOR EC-3 TYPE 1 SOIL STABILIZATION MAT �-- ENTRENCH EDGES OF MATERIALS 6"-9" EC-3 PROTECTIVE MATTING SWALE 6"-8" DIA. RIVERSTONE TYP. WITH STONE DUST INFILL AGGREGATE IIIIIIIIIIII IIII '-I I II � II I I— I I1=1TI it I1-1I I �I I I— 1= —I .III -MIT _IIII __ III -11, � 11111 i it l l 1 �I 11, ,111=III=1 1=III= GEOTEXTILE FABRIC SUBGRADE COMPACTED AT100%,CBR=10 RIVERSTONE EDGING 45 1/2" BE EL ON A L TOP EDGES 15" MIN. BOAT SLIDE GENERAL CONSTRUCTION NOTES: 1. ALL LUMBER SHALL BE 1 GRADE, SOUTHERN YELLOW PINE, PRESSURE TREATED (CCA-TYPE'B'), SHALL ; HAVE A MINIMUM TREATMENT OF 1.5PCF. 2. TOP OF ALL POSTS SHALL BE BEVELED AT 45°. 3. GALV. LAG BOLT WITH WASHER MAY BE REPLACED LL LL WITH TIMBER HEX BOLT OF EQUAL OR GREATER 0 of w OJ STRENGTH. z > w a�w j Q1--z 0<z wI_0 za ZOO goo ILL J OzU C7 z X claw ww m CORP OF ENGINEERS APPROVED MEAN WATER ELEVATION=330.2' REINFORCED CONCRETE LANDING AND FOOTINGS BOTTOM OF RIVER ELEVATION: 325.7' f Vol 49'-6" 3T-6" — — / / TOP OF BANK ELEVATION 356' / / EXISTING BANK / I 1I— / — / / SLOPE 6X8 TIMBER RUNNER FINISHED GRADE 6X8 TIMBER CRIBBING TOP LANDING FIFE: 346.65' STONE _ VERIFY INFIELD DUST PATH 6�- — — 16-3" CONTRACTOR TO VERIFY IN THE FIELD BOAT SLIDE PR11—III—'' OFILE I� I, I -III -III 6-8" 11 12" DIA. CONCRETE 1 -0 PIER WITH (2) #6, TYP' 3" MIN. 6„ 6" 6X8 CRIBBING STEP SEE HALF -LAP LA HALF -LAP JOINT DETAIL VERTICAL, COATED d a O O O O O O REBAR TYP. ° _ d n d 4 a led n TIE #4 AND #6 BAR a. a a a n d.. '' ° a FfIaL Wl'fH 7.5"MIN OF TOGETHER AT L a I,d —, Al., BOTT(YM a P, ° LJaf IDING' $ LCONCRETE.BROOM, EACH PIER. d a a e. FINISH ALL EXPOSED '^ I.° d°I° d° I' ° AI a a ° : FFE:'33Q 4 a Q. I ,SURFACES a °n a I ..: a a .. #4 COATED REBAR rj a 9 d7.n . a I �a ' n n a 1'-6" O.C. MIN. BOTH WAYS a a °' 4. ale l 4.d . I I `� a 6X8 RUNNER O O O O O O n4. d d d y' .. d a d' a I d. 4 A.a 1 4X4°RUf1NE13 O O O O° O O 2, Ia G I° 11 d a. a. LANDING EDGES AND REBAR n a 2X� RUNNER O° O O O O O SHALL TURNDOWN AT yy n d a. .' PERIMETER. TYP. 12' 0" ° ]-1/2" + 12' 0" d , 1/2" = T-0" 2X6 RUNNER 1 4X4 RUNNER 2'_2" 6X8 RUNNER No (TYS OP.) 6X8 2.25„ STVE � EPTRECEI 4 S 1'-Q" RUNNER 6 X 8 CRIBBING STEP II1 11I1I"7, 71 ' III 6X8 TIMBER _ CROSS MEMBER 111 COMPACTED SUBGRADE 12'-0" BOAT SLIDE SECTION 2 112" = 1'-0" VDOT EC2-TYPE 4 EROSION CONTROL MATTING ECC-2 DOUBLE COCONUT MATTING OR APPROVED EQUAL 12" TURNDOWN ON ALL ENDS OF EC2-TYPE 4 MATTING 6X8 TIMBER CRIBBING EDGE OF BANK. CONTRACTOR TO VERIFY EXACT LOCATION IN THE FIELD ARMY CORPS OF ENGINEERS MEAN WATER LEVEL = 330.2' TIMBER 1MBE\ R CRIB j HALF -LAP JOINT DETAIL 6x8 CRIBBING I I 3/4" DIA. GRADE 60 REBAR MIN. 3'-0" 6'-8" 1'-6" LENGTH = 40" (TYP.) L 43'-6" STEEL EDGING BOAT SLIDE PLAN L 1/2" = 1'-0" NOTE: 1. 1/2" X 12" GALV. LAG BOLT WITH WASHER MAY BE REPLACED WITH TIMBER HEX BOLT OF EQUAL OR GREATER STRENGTH T-0" SETBACK ikS TO 8" MIN. 6-0" PIER 6X8 TIMBER RUNNER 1/2" X 12" GALV. LAG BOLT W/ WASHER AT EACH END OF 6X8 STEP. (TWO PER STEP, COUNTERSINK INTO TOP OF RUNNER.) 6X8 TIMBER CRIBBING 1/2"X12" GALV. LAG BOLT WITH WASHER COUNTER SINK INTO TOP OF RUNNER. TREAD WIDTH 6-0" V-6" 52" 1 LOWER CONC. F 72 LANDING FIFE = 330.40' 4. II`. fir. COMPACTED SUBGRADE ° • . m MIN. 12" DIA. CONCRETE PIER WITH (2) #6, VERTICAL COATED REBAR 1 -0 6-8" BOAT SLIDE SECTION LANDING 3 1/2" = 1'-01. STONE DUST _ NOTCH CUT 2.25" CUT 2.25- PATH WITH INTO CRIBBING STEI f7 STEEL EDGING 3/4" DIA. GRADE 60 REBAR _ 711, MIN. LENGTH = 40" (TYP.) 2 UPPER LANDING FIFE: ' 1'-4" TYP. (VERIFYIFY ININ FIELD) _ I I —I . 4" 21-A ICI 2" STONE DUST III II —III— , CRIBBING SHOWN FOR REPRESENTATIONAL 4" GALVANIZED PURPOSES. SUBGRADE SPIKES @ 24" O.C. TO BE BACKFILLED WITH AGGREGATE OR 12"X8" #4 COMPACTED SOIL AT 100% COATED L-BARS TO TIE LANDING TURN -DOWN TO FOOTINGS BROOK HILL RIVER PARK PHASE 1 RIVER ACCESS IMPROVEMENTS DEPARTMENT OF PARKS AND RECREATION CLIENT COUNTY OF ALBEMARLE 401 MCI NTIRE ROAD C HARLOTTESV I LLE, V I RG I N IA ADDRESS ANHOLD LANDSCAPE ARCHITECTURE 434.882.3420 1 434.46 6.4422 ANHOLDLA.GOM SITE PLAN SUBMITTAL �tip,LTH OF � G DAVID T. ANHOLD r' Lic. No. 00311 C11 ,y w' `nc4PE PSI DAVID T. ANHOLD VA LICENSED LANDSCAPE ARCHITECT LIC NO.00311 REVISION: NO. DESCRIPTION DATE DEC. 20, 2019 PREM. SITE PLAN MARCH 23,2021 FINAL SITE PLAN SCALE: AS INDICATED SHEET NAME: DETAILS SHEET NUMBER: i C-210 \ucar<\nwnnr\anhnld accnriafx rImnhnv%anhnlrl toam fnlrinr\nmiwid7n1QnQ71 hank hill river nark%n1 rarl%n7 chw k%r-7111 datailc 7 rI n March 23, 2021 NOTE: EN 371 . 6 STREET INVE�i - - - BROOK HILL 1. STOCKPILE LOCATION IS TO BE OFFSITE. LOCATION TO BE DETERMINED BY CONTRACTOR. NA E 369.5 6 2. SILT FENCE IS TO ACT AS TREE PROTECTION. S I N TRAFFICSIGNAL \ RIVER PARK BOX - - - / I R a oo TRAFFIC --- _ PHASE 1 RIVER ACCESS 11 " SIGNAL A POLE IMPROVEMENTS R0LTTE� CCC, # SIGN DEPARTMENT OF PARKS AND RECREATION CLIENT • I ' PAVEME COUNTY OFALBEMARLE 3748+ / 401 MCI NTIRE ROAD 12" \ / / I I / CHARLOTTESVI LLE, VI RGI NIA + 326. 4 SYC \\ / / I / ADDRESS 3z7. 1 �_ / / I JUTE 29 ` / • ' ' ' ' ' 'TR - � •• I JUTE LANE / / NO E TRAIL A N H O L D ji - ,c NC / ',�N LE WIDTH R/W) z, II i i 4 j 1105 i,' 348 g // I I? ` / LANDSCAPE ARCHITECTURE I _ / 434.882.3420 1 434.466.4422 O' TR ii,' i OAK 15" / m' ' , , ", r ° SYC Q 24" IQ` ANHOLDLA.COM Q' ��' ' TT , , ' ' `, 12 8,� SYC // I / ' r ' ' "' ' TR / z ,B"I , , , '� , + BEE H / I Z O / MIM 347. 6r 8" / I ' , , , , r / ./ I n' z 2M'8 ' i , . r , , , BEECH v,. /. I �• �F / Lu o / I o, / „ 0 349.4 w r , ,; , 1`5("'; ' ,' , e'SYC�`, SYC POP z CO. I Y•. `/Y�-/;' ,' �, ; °15''` /' o. / �. PLAN EXTENSION SYC 15„ -,/ 0. NRCS SOIL MAP UNIT NAME: G• \ - off / / o d / NRCS SOIL MAP UM -(NAME: �' / Z \ uh r 15" + DBL �• CODORUS SILT LOAM, 0 TO 2 Z. / _ HIC / + m °OAK,' PERCENT SLOPES, / >' \ w / 347 0 COLVARD FINE SANDY LOAM, v. NRCS SOIL MAP UNIT NAME: I I \ \� � ' 12 349. 2 ; 0 TO 2 PERCENT SLOPES, A' HAZEL LOAM, 15 TO 25 I \ J I ,DBL , / O. OCCASIONALLY FLOODED / -<• I I I m I / OCCASIONALLY FLOODED c h I o ff 'HIC 1�,,, �_ a, PERCENT SLOPES r , , TREES 6 24" o .SYC `.\ % �. I �- I _T + (f BUSHES O 21 OAK PAR . - `1 12" ' �� 0 346.4 SYC '356.6' WAL ,-0 TR 1104 l 15" \ LIMITS OF I I 4.5 15" 348.8 + �j ; WAL / I \V PROJECT / �' ; o SYC , � i / 357,. 1 , , / I / ' i ' rn ..•. �ii' i i ' $'YCo ' 349.4 ` , �24" ,J +, , , `. / I \ --- •. / ,' 'gr OAK/ 356.8 - I ' " �IMIfS OF WPO / � / 15" WbL® .�- 100J'STOEAM i 1 / A \ // DBL 15" / A V ---PAR-Bi1FFEiR 8" r , 12" I \ � _,\ / '- -TR g,. SYC / \ \ - '"- }/ I SF i , ,PAR g„ ® TR ®i o / I \ \ "TR YC TR 1 TR P i 349.2 o� o I ' ` Y 18" \ � 0 15° , ' � 15-"' "' +' > SF ' X \ \ , 348. + YC � WAL---' ,� .� /� + - \ 15" \ TREES &LIMITS OF g 8: TR 1 a I u 348.5 +349.2 12" POP _-' \ BUSHES DING -TR 0 :::::::.,...'.::' : a:::a. ° -_ _-__ _ s ......... II SITE PLAN SUBMITTAL o / \SYC.' ---- \ POP, 36 rrexJ::::::. m \ TR O r SYC + \4 12 G S \ 15"------8„ ------ 3� 362.8 �� LL-w__SYCO T T® 1 III II 5 P OP EI DRAI . - I + , 1 �, o R 9,, Rm o MAP-------- �:, o_,-"--O i '':''" 1 1368.7 9I68.4 1 TR -- °--- f , TEL PHON { I �.ceo� 325.7 ' A-10.33± AC. 349 2 TR / �\\�� I �' o \ ROPO'SED UMPA I � E C MARK: 348.5 � , GRAPH � o-' � i F z N 6 CAP ET + I per'�L��11 436 P .o z 1 `w ' 1 VA IO -34 48 3 8. \35 + 4 AREz�R=0.�7.yTE.B. 271- o---- - I , - 1 357.8+ \ I POLE I ` X + MPANY ' � 1 AND ,.34 102 GUY GUY ', \ + I ' VIRGIN ELECTRIC KETCH) � I POLE , I r I a U DAVID T. ANHOLD a \ 348.9 345.,347 - ` D.B. 298- w I 1 9" 2.4 EASEMENT ( - �.5+\V\OE POLEa III r Lic.No. 00311 348. 346. \OE - + - _5-fs� ' \ pGE + GUY I I TR \ + \ �\ ��\ 356.5 O Q0�` 36 + I----- - d0 i �. 349. \ + OPOS� 64.4 I I CAPE AR I PR 3.69..4. , 1 I. I 3 . 5 �� , + i X , PAVEMENT1370. 3 J GRAVEL 6 ' I' 326. 7• 326.7 \ \\ P + / %5 zN�+ + 356. & + 364. + I ' 3 , 0 ENS 363.2• I + R +R 6 LIMITS OF m. 351.7 + N17.55'52"W 7 �.. p\ \ 3 7.0 GRADING I 1 I 3 DAVIDT.ANHOLD 1107 , \I ip� r , , I , i 1 0- A VA LICENSED LANDSCAPE ARCHITECT m x 5.64' Z 1 ' + 353.2 ' APPROXIMATE ••� VDOT i o LICN0.00311 MONUMENT,' w 1011 I T ` �- - •-HiGH7 O� YLINE ' REVISION: 1103 TR N32 ° 16' 43"E 350. 01 i FOUND. 351.7 1 _ _ l IF IGNAL,' . o 4 .08 m + o o TRAFFIC / 1 w ` 30 12" / 1 ' ,' POLE,' I / '. .'. n +B1811 Y P�VEME NO. DESCRIPTION DATE • ` CONC. / - PIPE + + / 356.5 YC B„ co 353.0 _ 348. \ 354 . 6 / �`s'� BP TR + LL 371.E DEC. 20, 2019 PREM. SITE PLAN ----------- I------------ \_=� ---- _A=067�_ AC. w TREES 6 / � '� �� /G11A•F�D- o �'I USHES BUSHES / 96 'C u j 3711. � ��fI�TiTV�RiPRAP- BU HE ----------- • 357.E / ,. ��0 TR�= •RAIL I I MARCH 1 FINAL SITE PLAN TOREMAIN------------------------ --- ------------- __ �- 24" CONC. RIPE EXISTING DITCH 3 I , r ------ VDOTTOCLEAR--------� 327 . ow • A I I C'F I - - - - - - - - - - - - �![GETATION AT OUTFACE �' GNAL RI ° 11 L� ° I / _ _ _ _ _ _ - AT TOE OF BANK- - - - - _ - OF CULVERT AND TRENCH SIN RT- WHI E 0 J / I AND CLEAR DITCH WHERE 36C 54 i6NE �Ip'' POLE • 150p I a a /---------------- - - - - - - - - - - - - - - - - - - - - - ---------- - ' - NECESSARY-T&RROMOT€- WAY 344.E r / - i. TRAFFI / I POSITIVE DRAINAGE. LIMITS OF SIGN SIGN - - PROJECT - T BO I Y r ----- 344.9-------------- - - - - -_ Y Y j _TY Y Y Y q l I P C 0 G�V 327.6 327.5 PI R , 1108 i POLE / - - - - - - VEMENT - 373 3 1 1 II I I I I p (NOT IN / + p R LOC'AOTI�NA F i USE) / U.S. ROUTE 29 R GRAVEL o'VERFNEA W) ND LANE PRIQGE ( US ROUTE 29 // (VAOEABLOUTH o ITRAILDTH W) ' 1 , °' BENCHMARK' u! C I / MAG NAIL SE'T zl PI / ELEVATION=371',97 � I / SCALE: 7 I / AS INDICATED • � � I 3QQ o � I I / SHEET NAME: / z 326.b 327.E I I E&S PLAN . W I I I I I I I I I \ SHEET NUMBER: EROSION AND SEDIMENT CONTROL PLAN 0' 30' 60' 90' C-300 1 "=2U' c:\users\owner\anhold associates dropbox\anhold team folder\projects\20190923-brook hill river park\01_cad\02_sheets\c-300 erosion & sediment control existing conditions.dwg G DATE: March 23, 2021 GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE O SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 9OLBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIR IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. TEMPORARY SEEDING PLANT MATERIALS, SEEDING RATES, AND DATES SEEDING RATE NORTHa SOUTHb PLANT SPECIES 3/1 sn 8/15 2115 5/1 9/1 CHARACTERISTICS Acre 1000 ft to to to to to to 4/30 8/15 11/1 4/30 9/1 11115 OATS 3 bu. (up to 100 lbs., 2lbs. X - - X - Use spring Varieties (e.g., Noble). A( versa saliva) not less than 50 tbs.) RYE' 2 bu. (up to 110 lbs., 2.5 lbs. X - X X - X Use for late fall seedlings, winter (SM, "mad) not less than 50 Ibs.) cover. Tolerates cold and low moisture. GERMAN MILLET 50 lbs. approx. I III. - X - - X - Warm -season annual. Dies at first (Setaria italics frost. May be added to su nmer mixes. ANNUAL RYEGRASS` 60 Its. llh lbs. X - X X - X May be added in mixes. Will LOIIUm multi-Flomm) mow out of most stands. WEEPING 15 lbs. 51h ors. - X - - X - Warm -season perennial. May LOVEGRASS bunch. Tolerates hot, dry slopes (Eragranstis curvets and acid, infertile soils. May be added to mixes. KOREAN 25 lbs. approx. I'h X X - X X - Warm season annual legume. LESPEDEZA` lbs. Tolerates acid soils. May be (Les oedem sti laces added to mixes. a Northern Piedmont and Mountain region. See Plates 3.22-1 and 3.22-2. b Southern Piedmont and Coastal Plain. G May be used as a cover crop with spring seeding. d May be used as a cover crop with fall seeding. X May be planted between these dates. - May not be planted between these dates. TEMPORARY SEEDING SCHEDULE ND w un-A m...e. OM a .. a+n. om : mne nh nn ne SCONE ACCESS � STONE CONSTRUCTION ACCESS 1 z% 70' MIN. -3" SM-2A ASPHALT TOP COURSE zr. -5' MIN. 21A AGGREGATE BASE PROFILE ASPHALT PAVED WASHRACK 1 29 2% 12' MIN.* ff I *MUST EXTEND FULL WIDTH L-0 Imo -POSITIVE DRAINAGE OF INGRESS AND EGRESS I' TO SEDIMENT OPERATION TRAPPING DEVICE PLAN �12' MIN. SEDIMENT DRAINAGE 2x TO SEDENT ....-. -., :.•c-.-...- TRAPPING DEVICE i FILTER CSC -III SECTION A -A A nhhnhnmu water tap of 1 huh must be installed with a nlhtimum 1 inch b3licock shutoff valve supplying a wash hose with a diameter of 1.5 inches for adequate constant pressure. Wash water must be carried away front the entrance to in approved setlfittg area to remove sediment. All sedituent shall be preve led from entering stotnn (hahts, ditches or watercourses. PAVED WASH RACK DOs CONSTRUCTION ENTRANCE (CE NOT TO SCALE FENCING AND I I GRIP HOW SNOW FENCE 1 BOARD FENCE ORING `.,::``=•• •••� `•• _',arm �.•� CORRECT TRUNK ARMORING TRIANGULAR BOARD FENCE FENCING AND ARMORING NOT TO SCALE 1992 3.17 STONE -LINED WATERWAYS W 4-12" III-------- ------------- ----- --------------- �B- IIII FILTER CLOTH = _ KEY IN FILTER CLOTH W-9- V-SHAPED WATERWAY WITH STONE CENTER DRAIN NOTEA GRANULAR FILTER NAY BE SUBSTETLEEG FOR FECTER C,ern, W 2/3 W --- -"'4 -112" --- ---------------- d - T FILTER CLOTH' - KEY IN FILTER CLOTH 6"-Gr PARABOLIC WATERWAY WITH STONE CENTER DRAIN NOTE: A GRANULAR FILTER MAY BE SUB3nTUTED FOR SUER CLOTN. Source USDA-SCS Plate 3.17-2 111 - 134 STONE LINES WATERWAYS CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6'MAX, FLOW 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL. 1T INTO THE TRENCH. i FLOW SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) I I POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) SILT FENCE (SF) NOT TO SCALE 1992 3.05 CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1, SET COSTS AND EXCAVATE A CXA` 2. STAPLE WIRE FENCING TO TIE POSTS, TRENCH UPSLOPE ALONG THE LINE OF POSTS. I FLOW 3. ATTACH THE FlLTER FABRIC TO THE WIRE FENCE AND EMEND IT INTO THE TRENCH_ 4. BRCKFlLL AND COMPACT THE EXCAVATED SOIL. ECTENSION DE FABRIC AND WINE IWO THE THENCE FlLTFE FABRIC ;IIILI I WIRE I Source: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control. Sherwood and Wyant Plate 3.054 111 - 24 SILT FENCE WITH WIRE (S NOT TO SCALE SILT FENCE CULVERT INLET PROTECTION -DISTANCE IS 6' MINIMUM IF FLD'W 5 TOWARD IYRAIKMENT L FLOW OPTIONAL STONE COMBINATION 0 LS. FLOW / -CLASS I RIPRAP VDOT /3, j357 OR f5 COARSE AGGREGATE TO REPLACE SILT FENCE IN ' HORSESHOE * WHEN IGNH OCRY ^F ROW �< FXOCR'T ^F SLOW I< r'WFCTF^ SILT FENCE INLET PROTECTION (IP) BROOK HILL RIVER PARK PHASE 1 RIVER ACCESS IMPROVEMENTS DEPARTMENT OF PARKS AND RECREATION CLIENT COUNTY OF ALBEMARLE 401 MCI NTIRE ROAD CHARLOTTESVILLE, VIRGINIA ADDRESS ANHOLD LANDSCAPE ARCHITECTURE 434.882.3420 I 434.46 6.44 22 ANHOLDLA.COM SITE PLAN SUBMITTAL o��tip,LTH OF G U DAVID T. ANHOLD 9 rA Lic. No. 00311 w1 'Y LAPE ARV DAVID T. ANHOLD VA LICENSED LANDSCAPE ARCHITECT LIC NO.00311 REVISION: NO. DESCRIPTION DATE DEC. 20, 2019 PREM. SITE PLAN MARCH 23, 2021 FINAL SITE PLAN SCALE: AS INDICATED SHEET NAME: E&S DETAILS SHEET NUMBER: C-310 NO I 1 O SGALt NO I 10 SCALE NOT TO SCALE March 23, 2021 NEW DEVELOPMENT PARCEL LANDCOVER PLAN 1" = 100 XREF II, II♦^L'/ / Illlll 1 SYC \ 15. \ MOAN / / ,%, I `a XIL/ 31].0 Illlll �1oe� / 1 ♦ \ p =s ¢ 1 349E. I / /OOei I 'Illlll . ePousi [s l"SYC D. ///PeR/q2-=Sle\ _ D. T.M. 45-66B m6 E.G. IN// Illll I 346.4 \ /35fi.4 -• TR \Ifo4 "BROOK HILL RIVER PARK" ~ 98r� l / `\ / / / XAL P I / COUNTY OF ALfiEMPLE, VIRGINIA 0. 6. .2 361.5 fiYt IlIII1 310.0 / 39]/1 \ I10RK /)['/ / O.B. 411-523 PLAT 411-5235PLAT fi.0 N 325.] Ipl)ill I I �'B / , / S I \�w /I y O.B. RV-339 PLAT 15' / / f1aL l ICI• y. Ill I 1 I 348.9 .1 411(/ / 0. I 12. 12' SYC a� w Q src ..'yyyy / / - - / ,-i`g g. i _ g.�TR i I 9-.l I1} IIIII / +y9 O..��_ 9.2 m j / 11 US SYC // IS®i Tiff ORN /2' •/.: iig 310.9♦ ®$YC 1a. NAL \ ♦ 9. ®/'// TREES s / ' VOPi ® ' ® e- 015. /,: •�:.e uu ¢aciLL iva \ 49.5+' f5 / BY C \9YL ♦ ♦ 30 / BUSHESa. IB. / / /ply/ ]fl® B•- / / MP/ 2. / 3fi S/Pop , ', r SVC i�\♦\♦1,BYL- 'f5' 3 B. - YC a` IN Z. -6rt0 r' ifl f2 v `aan' f5IN \✓<NAl _ _ _ `b I 325.] zs.O 3 e 5 34 2 IR iFEES 6 pOBL \ ei' ;A ��I / • 1 / I [LY BROKEN 1 usxEs pW ` - -- •`- mNUIEHi III 0 C MA9K: 340.5 CEOA \I iF1EGRAPx CYP a= II 3dB.4 \ 9 w � ] ♦ / 35 JVI nOFYE 94 d35 E e PoLE \_ \1 l III \I I ' \ iP a TR \ \ O l .8 VIP61 A ELELTPIC dXO PONER IfPANY / 34J ETC f02 \ POLE GUY GUY III II 1 9F \ \ 31B'9 ` 2.d a EPSF1'EX l0 0. 290-345 - 35].5Y 0.E I II l I I 1 1 • 1 TREES I - , 196151 019 ♦ 319 tl 9d l+N.. 325.6 q .. .. .. '6" 0 ". •:I �I.. 1fi3� ., 1fOJ I 35]] I .� a HI]555' M 3)0.] NN + JJ J 353.2 pSI GNG'yl AFPRO%INeiE ' 61' V00i '. FOLIO 1 X3243'W.Ol iP 'I6 E 3 ' / xi i x Y : NCHJMEM/ E " f �+ / $ IF{fLE /. Ill/' - / 6IGNAL Po//\ - .0 PI . 3dB. 353.0 3565 0�• ,,R ]fl/ // i / 11 PAVE 3]5.6 6XANET INVERT- - �0 / > / Gppm- R SI6N 389.56�FFIC y 43. 38 iFfESEmd* BUSIE - - 35J.fi BmHES -3� � q m / �" � GI6PoNLL 32fi.0 u 31E.0 ♦ 32J.3 u� n, 12 2d' LML. PIPE •� INVEq iRIIFFIL I A ]E bIGNA NXIp / UICAC .C✓ IGNAL LE ROLEasp. 3 a ,j30' POLE \ I A%. N GI AY TgpFFI , e Of 1 SIGN SIGN aia;<'9 X ae' NNE IEPAIE +- ■ + 32J.S 327.5 I t pq ., - APPROXIMATE \0 \ i �g �- SPoLEL 371.2 INO] IN N y 374.0 p GP*'; LOCATION OF OVERXEAO w� U.S. ROUTE 29 ,SW}H iX PoUm Lew SENIXCLEIgLAN RIARE Nm)X R/N) m \-,. f ,•:.. BRIOGE �'� -� STORMWATER CHANNEL mUm LANE , 1 NaLEYmOinIF/xl P1-.'.F'::.. DRAINAGE AREA NBENCHIeRM ELEVAT ICHL3]1?9] (DA)=0.73 ac. '344.0 GRAPHIC SCALE 326.4 326.0 32J.fi C 20 40 60 'dFse 11111 &# STORMWATER CHANNEL DRAINAGE AREA lime]: Brook Hill River Park NOAA 24-hrD 10-Year Rainfall=6.20" Prepared by ANHOLD ASSOCIATES Printed 3/19/2021 HydroCAD® 10.10-3a s/n 06201 © 2020 HydroCAD Software Solutions LLC Summary for Subcatchment DA3: SCC DITCH DA Runoff = 1.84 cfs @ 12.20 hrs, Volume= 0.148 af, Depth> 2.42" Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs NOAA 24-hr D 10-Year Rainfall=6.20" Area (ac) CN Description 0.560 58 Meadow, non -grazed, HSG B 0.170 98 Paved parking, HSG A 0.730 67 Weighted Average 0.560 76.71 % Pervious Area 0.170 23.29% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (f tft) (ft/sec) (cfs) 11.5 100 0.0500 0.15 Sheet Flow, Park Landscape Woods: Light underbrush n= 0.400 P2= 5.40" Brook Hill River Park NOAA 24-hr D 10-Year Rainfall=6.20" Prepared by ANHOLD ASSOCIATES Printed 3/19/2021 HydroCAD® 10.10-3a s/n 06201 © 2020 HydroCAD Software Solutions LLC Summary for Reach D-3: SCC DITCH DESIGN Inflow Area = 0.730 ac, 23.29% Impervious, Inflow Depth > 2.42" for 10-Year event Inflow = 1.84 cfs @ 12.20 hrs, Volume= 0.148 of Outflow = 1.64 cfs @ 12.32 hrs, Volume= 0.146 of, Atten= 11%, Lag= 7.4 min Routing by Stor-Ind+Trans method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs Max. Velocity-- 1.73 fps, Min. Travel Time= 4.3 min Avg. Velocity = 0.85 fps, Avg. Travel Time= 8.8 min Peak Storage= 432 cf @ 12.25 hrs Average Depth at Peak Storage= 0.57' , Surface Width= 3.41' Bank -Full Depth= 1.00' Flow Area= 3.0 sf, Capacity-- 7.57 cfs 0.00' x 1.00' deep channel, n= 0.080 Earth, long dense weeds Side Slope Z-value= 3.0 7' Top Width= 6.00' Length= 446.0' Slope= 0.04987' Inlet Invert= 365.69, Outlet Invert= 343.38' GROU DEO Virginia Runaff Reduction Method New Development Complianre Spreadsheet - Version 3.0 D 201t Bnllr Scandals and Sped1I6slurc 11 my onT•solsmrdahnd sped11cd. doe lnpM cells Project Name: ANHOLD- BROOK HILL RIVER ACCESS PARK l Dace: 4-Feb-21 consent values BUMP Design Specifications List: 2011 Stds & Specs calculation cells Site Information Constants Runoff Ccerflclents (Rv) Post-Development TP Load Reduction Required Qb/yr) -4.84LOAD REDUCTION a REQUIRED LAND • • DEVELOPMENT Land Cover SummaryTreatment v I dNutriet Loads Forest/Open Space Cover(acres) 17.68 Weighted Rv (forest) 0.04 %Forest 97% Managed Turf Cover(aoes) 0.08 Weighted Rv (turf) 0.22 %Managed Turf 0% Impervious [over(acres) 0.45 Rv (impervious) 0.95 %Impervious 2% Site Area(acres) 18.21 Site Rv 0.06 Post -Development Project (Treatment Volume and Loads) Land Cover (acres) A soils Is Sells CSoils DSolla Trials ForaVOpen Spau(aaa)-undlalurbed, 12.68 protected (oreo ens re or rekrerted Jana ]J.68 Iwnasea mrt IeaeNl - a i6turbea, graded For VeNsorothertudta be mowetl/meneRM O.OS Imperviom coves (aoe0 0.45 0.45 •Forest/Open Spate areosmuabe proasadin asmrdanre x,8h tla %r0irda Rlmo88edaadon Aletlmd 18.21 Annual Rainell (Inches) 43 Target Rainfall Even[IincM1es) 1.00 Total Phosphorus lTP)EMC(mg/U 0.26 Total Nitrogen ITNI EMCImg/U 1.86 Target Tp wad (Ib/acre/Yr) 0.41 Pj lunitlesscorrectbnfactor) 0.90 A Soils BSolls Csoils DSolls FpresVOP¢n space 0.02 0.03 0.04 0.05 Managed Turt 0.15 0.20 0.22 0.25 Impervious Cov¢r 0.95 0.95 0.95 0.95 oume an n as Treatment Volume (acre-ftl 0.0960 Treatment Volume (cubic fee) 4,183 TP Load (Ib/yr) 2.63 IN load Ob r) Infprmetbnal purposes Only] 18.80 VRRM NEW DEVELOPMENT SPREADSHEET ROPO ED C -6 AT NEW NTRA CE, S E PLANS. 365 365 EXI TING MADE AT DI CH CE TERLI E O 0 360 U PRO USED TORM ATER J ClN EYAN E CHA NEL E EVS. AT LL _ . W it PTH _ n 355 w a AVERAGE SLOPE _ .98% 355 i< Ure � X / / ors N LLZ /// o O / Li 350 E 350 v/ / LI.I Z / OWN R AND CONTRACTOR SHALL OBTAINVDOT PERMI S PRIO TO BEGINNING ANY WORK WITHIN HE VD T R.O.W. 345 COO DINAT PROPOSE D DITCH CONSTR CT10N WITH DOT 345 EXIST NG DITCH AN CULVERT DRAINAGE CONDI IONS.to o w to EXIS ING 30' RCP ULVER WITH END W ILL. 'EE+ HE A HE SCALE: 35' L AT 6.5 %VERT Q O HORIZ: 1"=50' rn d - 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 STORMWATER CHANNEL PROFILE rG11.9QLelllgs] BROOK HILL RIVER PARK PHASE 1 RIVER ACCESS IMPROVEMENTS DEPARTMENT OF PARKS AND RECREATION CLIENT COUNTY OF ALBEMARLE 401 MCI NTIRE ROAD C HARLOTTESV I LLE, V I RG I N IA ADDRESS ANHOLD LANDSCAPE ARCHITECTURE 434.882.3420 1 434.46 6.4422 ANHOLDLA.COM SITE PLAN SUBMITTAL NLTH OF � G UO DAVID T. ANHOLD Lic. No. 00311 C.11� q Y N I ` 4PE MRl DAVID T. ANHOLD VA LICENSED LANDSCAPE ARCHITECT LIC NO.00311 REVISION: NO. DESCRIPTION DATE DEC. 20, 2019 PREM. SITE PLAN MARCH 23,2021 FINAL SITE PLAN SCALE: AS INDICATED SHEET NAME: SWM & DRAINAGE SUMMARY SHEET NUMBER: STORMWATER CHANNEL DESIGN CALCULATIONS (10-YR) NTS c:\users\owner\anhold associates dropbox\anhold team folder)projects\20190923_brook hill river park\01cad\02_sheets\c-000 swm & drainage summary.dwg March 23, 2021 C-400 Page 6H-52 Typical Traffic Control Lane Closure on a Two -Lane Roadway using Flaggers (Figure TTC-23.0) \TO'f ES riidance: L Sign spacing distance should be 350'-500' where the posted speed limit is 45 mph or less, and 500'400' where the posted speed limit is greater than 45 mph. 2. Care should be exercised when establishing the limits of the work zone to insure maximum possible sight distance in advance of the flagger station and transition, based on the posted speed limit and ar Last equal to or greater than the values in Table 6H-3. Generally speaking, motorists should have a clear line ofsight from the graphicJlagger symbol sign to the flagger. Option: 3. Where Right -of -Way or geometric conditions prevent the use of 48" x 48" signs, 36" x 36" signs may beof-Way or goometric conditions prevent the use of 48" x 48" sib, 36" x 36" si�may be used. Standard: 4. Flagging stations shall be located far enough in advance of the work space to permit approaching traffic to reduce speed and/or stop before passing the work space and allow sufficient distance for departing traffic in the left lane to return to the right lane before reaching opposing traffic (see Table 6H-3 on Page 6H-5). 5. All naggers shall he state certified and have their certification card in their possession when performing flagging duties (see Section 6E.01, Qualifications for Flaggers). 6. Cone spacing shall be at the following: 7. A shadow vehicle with at least one high intensity amber rotating, oscillating, or strobe light shall be parked 80'-120' in advance of the first work crew. Option: 8. A supplemental flagger may be required in thus area to give advance warning of the operation ahead b� slowing approaching traffic prior to reaching the flagger station or queued traffic. Guidance: 9. If the queue of traffic reaches the BF. PREPARED TO STOP (W3-4) sign, then the signs should be readjusted at greater distances. 10. When a highway -rail crossing exists within or upstream of the transition area and it is anticipated that queues resulting from the lane closure might extend through the highway -rail grade crossing, the temporary traffic control zone should be extended so that the transition area precedes the highway -rail crossing (see Figure 7TC-56 for additional information on highway -rail crossings). Standard: 11. At night, flagger stations shall be illuminated, except in emergencies (see Section 6E.08). Lion: 12. Cones may be eliminated when using a pilot vehicle operation or when the total roadway width is 20 feet or less. 13. For low -volume situations with short work zones on straight roadways where the flagger is visible to road users approaching from both directions, a single flagger, positioned to be visible to road users awroactng from both directions. may be used (see Chapter 6E). Location Posted Speed Limit (mph) 0-35 3B+ Transition Spacing 20' 40' Travelway Spacing 40' 80' Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.0) OV3HV NUOM fT OVON DV3xv uroa 3HV1 NO dO1S 01 I 038Vd38d' M m m 30 JT o m ,Y. NOUViS 83`09V13 W- nON 2 W 3-4 EE NOTE 4 )A' 20-1 Typical Traffic Control Shoulder Operation xtith Minor Encroachment (Figure TTC-5.0) >\ OTES Standard 1. On divided highways having a median wider than 8', right and left sign assemblies shall be required. See Note 1, TTC-4 for addition sign information. Guidance 2. Sign spacing should be 130T--1500' for Limited Access highways. For all other roadways, the sign spacing should be 500'--800' where the parted speed limit is greater than 45 mph, and 35M-500' where the posted speed limit is 45 mph or less. 3. When work takes up part of a lane on a high volume roadway; vehicular traffic volumes, vehicle mix, speed and capacity should be analyzed to determine whether the affected lane should be closed. Unless the lane encroachment analysis permits a remaining lane width of 10 feet, the lane should be closed. If the closure operation is on a Limited Access highway, the minimum lane width is II feet. Ch)tion: 4. The ROAD WORK AHEAD (W20-1) sign on an intersecting roadway may be omitted where drivers emerging from that roadway will encounter another advance warning sign prior to this activity area. Standard: 5. A shadow vehicle with either an arrow board operating in the caution mode, or at least one high - intensity amber rotating, flashing, oscillating, or strobe light shall be parked 80' - 120' in advance of the first work crew. 6. Vehicle hazard warning signals shall not be used instead of the vehicle's high -intensity amber rotating, flashing, oscillating, or strobe lights. Vehicle hazard warning signals can be used to supplement high -intensity amber rotating, flashing, oscillating, or strobe lights. 7. Taper length (L) and channelizing device spacing shall be at the following: Taper Length (L) Speed Limit (mph) Lane Width (Feet) 9 10 11 12 25 95 105 115 125 30 135 150 165 180 35 185 205 225 40 240 270 295 45 405 450 495 50 450 500 550 J 55 495 550 605 60 540 600 660 65 585 650 715 70 630 7D0 77C 840 Minimum taper lengths for Limited Access highways shall be 1000 feet Shoulder Tape = %, L Minimum Channelizing Device Spacing Speed Limit (mph) Location 0-35 36+ Transition Spacing 20' 40' Travelway Spacing 40' 80' Construction Access* 89 120' * Spacing may be increased to this distance, but shall not exceed one access r ' / mile On roadways with paved shoulders having a width of 8 feet or more, channelizing devices shall be used to close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the traveled way. 8. The buffer space length shall be as shown in Table 6H-3 on Page 6H-5 for the posted speed limit 9. A truck -mounted attenuator (17MA) shall be used on Limited Access highways and multi -lane roadways with posted speed limit equal to or greater than 45 mph. 10. When a side road intersects the highway within the temporary traffic control zone, additional traffic control devices shall be placed as needed. Shoulder Operation with Minor Encroachment (Figure TTC-5.0) Otl3Htl NSOM -T ON Otl08 ( END ROAD WORK G20-2 (V) Z DiON 33S 500' ± so' -120' \ SHADOW VEHICLE 10, REQUIRED MIN TMA OPTIONAL SEE NOTE 9 )I oh ILLUMINATED FLASHING AMBER (CAUTION MODE) TYPE B OR C SEE NOTE 8 c O ®� SEE NOTE 7 ® CHANNELIZING ODEVICES SPACING V SEE NOTE 7 SEE NOTE 2 SHOULDER CLOSED AHEAD , W21-5i SEE NOTE 2 ROAD WORK AHEAD w2o-1 0' ROAD WORK AHEAD SIGN I I I I I I I \ //% _- /%i�//////ii/// \V j it \ \ -, EXISTING PARC€L LINE BASED �ONCOUiVTYGISINFQR_MATION l I II V1�� - - \\ \\ I I I I I I � LU \\\ \\ // / // / n l\ \\ \ \ \ \\ // _-�BEGC�WOkK,ZONE SIGN 1 JI I I ----- I l / / //\\ \\ \ / / / I 1 \\ \ \\ \ \\ SIGHT�ISTANC�RH�(SgDR)�182 S�E$ITE PLAN FO SD P\R\OFILtS-. - - I I 150 ��'PROX.JNORKZONE. E \ - - - _ - - - - - - - - - �' APPROXIMATE R�O�ERTY LIN€ / \ J �IGWT STANCE LEFT 3DL �20'\ \ \\ \ EN W0�21C ZONE S)GN \ - / -----_ Q� �� - / // // / \ \ SEESYTEPLANFORS�PR�FIL�S.- - --------_ - / - ------------� / / / \ \�- / / \-_t1ANNEL INGDEVI/CE- \ --------- \�--------------------- \�__--------- --- /� / / \ .-J / J 1 \ \ __- V (GROUP II) \ �- ---- END WORK ZONES ----__ ------ -\`__- j�-------------- _ - / (`\-_ --_-------'�� OiIL - -\ ----- _-' pA� - ----- --- = __ SIG __ _ ___ _ RI LS -p-{/►ILA _ \ HT DISTANCE TRIA C - - - -- -- -- - - - -- - _ / A T T - ------------ ________ - _ _ - - - P C O I / - - - - - - - - - - - - - ROAD WORK AHEAD SIGN -� �l l P PO E A K N IN \ ------ ----------- _ �'\ I N_\A9)RK-ZONE�GN _ -_- __ -- _ _ ��`B�� \� S SI E NF O T \ BROOK HILL RIVER PARK PHASE 1 RIVER ACCESS IMPROVEMENTS DEPARTMENT OF PARKS AND RECREATION CLIENT COUNTY OF ALBEMARLE 401 MCI NTIRE ROAD CHARLOTTESV I LLE, V I RG I N IA ADDRESS ANHOLD LANDSCAPE ARCHITECTURE 434.882.3420 1 434.46 6.4422 ANHOLDLA.GOM SITE PLAN SUBMITTAL p,LTH OF � G U DAVID T. ANHOLD > r' Lic. No. 00311 � `ncAPE AR� DAVID T. ANHOLD VA LICENSED LANDSCAPE ARCHITECT LIC N0.00311 REVISION: NO. DESCRIPTION DATE DEC. 20, 2019 PREM. SITE PLAN MARCH 23,2021 FINAL SITE PLAN SCALE: AS INDICATED SHEET NAME: MAINTENANCE OF TRAFFIC PLAN SHEET NUMBER: March 23, 2021 C-500 c:\users\owner\anhold assodates dropbox\anhold team folder\projects\20190923_brook hill river park\O1_cad\02_sheets\c-510 mot plan.dwg I MAINTENANCE OF TRAFFIC GENERAL NOTES GENERAL: MAINTENANCE OF TRAFFIC (MOT) PLANS ARE INCLUDED IN THE CONSTRUCTION PLANS FOR THE REFERENCED PROJECT. HOWEVER, FIELD CONDITIONS MAY REQUIRE MODIFICATIONS. IF THE CONTRACTOR FEELS THAT THE MOT PLANS INCLUDED WITH THIS PROJECT DO NOT SUIT CONDITIONS AT THE WORK SITE, THEN THE CONTRACTOR SHALL SUBMIT TO VDOT A REVISEDPLAN TO MAINTAIN TRAFFIC. THE REVISED PLAN SHALL INCLUDE SITE SPECIFIC TRAFFIC DETAILS AND SHALL IDENTIFY THE SEQUENCE OF CONSTRUCTION. THE CONTRACTOR SHALL SUBMIT THE REVISED MOT PLANS A MINIMUM OF 10 CALENDAR DAYS PRIOR TO THE START OF WORK. THE CONTRACTOR SHALL NOT DISRUPT TRAFFIC PATTERNS UNTIL VDOT HAS APPROVED THE REVISED TRAFFIC CONTROL PLANS. VDOT RESERVES THE RIGHT TO MODIFY ANY MOT PLANS AS NECESSARY IN THE INTEREST OF PUBLIC SAFETY OR TRAFFIC EFFICIENCY. PRIOR TO BEGINNING WORK, IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALL REQUIREMENTS HAVE BEEN MET AND THAT ALL TRAFFIC CONTROL DEVICES HAVE BEEN INSTALLED ACCORDING TO THE APPROVED MOT PLANS. MOT PLANS AND DEVICES SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE VA WORK AREA AND PROTECTION MANUAL (VAWAP) AND MUTCD INCLUDING ANY AND ALL REVISIONS. 1. LANE CLOSURES WILL NOT BE PERMITTED ON HOLIDAYS NOR ON THE DAY BEFORE OR AFTER HOLIDAYS, UNLESS OTHERWISE DIRECTED BY THE COUNTY TRAFFIC ENGINEER AND VDOT. 2. WORK HOURS IN ROADWAY OPEN TO TRAFFIC: • NIGHT WORK: NIGHT WORK MAY BE PERFORMED WHEN APPROVED IN WRITING BY VDOT. WORK WILL BE PERFORMED DURING THE HOURS OF 9:OOPM AND 5:OOAM. • VDOT 8 ALBEMARLE COUNTY RESERVE THE RIGHT TO MODIFY THE WORK HOUR RESTRICTIONS. • EXTENDED WORK HOURS AND WORKDAYS MAY BE REQUESTED WITH A WRITTEN REQUEST TO VDOT. THIS REQUEST MUST BE SUBMITTED AT LEAST FIVE (5) WORKING DAYS PRIOR TO THE EXTENDED WORK PERIODS. • ALL PERSONNEL INVOLVED IN FLAGGING OPERATIONS SHALL MEET ALL REQUIREMENTS SET FORTH IN THE 2011 VIRGINIA WORK AREA PROTECTION MANUAL. 3. NO SATURDAY OR SUNDAY LANE CLOSURES UNLESS OTHERWISE DIRECTED BY VDOT. 4. CONTRACTOR SHALL CONTACT THE RESIDENCY IN WRITING WITH A WORK SCHEDULE 2-WEEKS BEFORE STARTING WORK. THE VDOT TRAFFIC ENGINEER WILL DETERMINE IF POLICE PATROL SHOULD BE NEEDED PER LOCATION. 5. CONTRACTOR SHALL PROVIDE WARNING SIGNS AND APPROVED PORTABLE SIGN STANDS AND ENSURE AN UNRESTRICTED VIEW OF ADVANCE WARNING SIGN MESSAGES FOR SAFETY OF TRAFFIC. REFER TO 2011 VIRGINIA WORK AREA PROTECTION MANUAL FOR PORTABLE SIGN AND STAND SPECIFICATIONS. 6. ALL WORK WITHIN 30 FEET OF THE OUTSIDE EDGE OF PAVEMENT SHALL BE SIGNED. UNDER NO CIRCUMSTANCES WILL CONCURRENT WORK LEFT AND RIGHT OF ANY LANE OF TRAFFIC BE ALLOWED. 7. CONES MAY BE USED IN AREAS WHERE PERSONNEL WILL BE PRESENT TO ENSURE THEIR PROPER ALIGNMENT; GROUP -I/ DRUMS SHALL BE REQUIRED WHEN THE WORK ZONE IS UNMANNED. GROUP -I/ DRUMS ARE RECOMMENDED IN TRANSITION AREAS OF ONE HOUR OR LONGER IN DURATION AND FOR STATIONARY LANE CLOSURES ON LIMITED ACCESS HIGHWAYS, PARTICULARLY AT NIGHT. 8. A PORTABLE CHANGEABLE MESSAGE SIGN SHOULD BE USED TO PROVIDE ADVANCE NOTICE OF WORK OPERATIONS IN VICINITY OF EXIT/ENTRANCE RAMPS OR LANE CLOSURES ON LIMITED ACCESS AND HIGH VOLUME PRIMARY ROUTES. REFER TO THE OCTOBER 2011 VA WORK AREA PROTECTION MANUAL GUIDELINES ON USE AND PLACEMENT OF PORTABLE CHANGEABLE MESSAGE SIGNS. 9. FOR NIGHT WORK, FLOODLIGHTS SHALL BE USED WHERE EXISTING LIGHT IS NOT ADEQUATE TO PERFORM THE WORK SAFELY. IN NO CASE SHALL FLOODLIGHTING BE PERMITTED TO CREATE A DISABLING GLARE FOR DRIVERS. Page 6H-112 Typical Traffic Control Signing for Project Limits (Figure TTC-53.0) NOTES August 2011 Support: 1. This layout depicts signing requirements for notifying motorist when they are entering and exiting a potential construction/maintenance area with a duration equal to or greater than 60 days. Standard: 2. The ROAD WORK AHEAD (W20-1) sign or the ROAD WORK NEXT XX MILES (G20-1 (V)) sign shall be placed far enough in advance of the project limits so that other warning signs in a series may be adequately placed prior to the condition they are warning about. 3. The ROAD WORK NEXT XX MILES sign shall be used for projects with activity areas greater than 2 miles in length, or when multiple work activities (such as pavement patching, guardrail installations, shoulder restoration, etc.) occur along a highway. 4. The distance displayed on the ROAD WORK NEXT XX MILES sign shall be stated to the nearest whole mile from the point of installation to the END ROAD WORK (G20-2 (V)) sign. 5. On divided highways having a median wider than 8', right and left sign assemblies shall be required. Guidance: 6. For projects with activity areas 2 miles or less in length, the ROAD WORKAHRAD sin should be the P J h' g g first sign motorist encounter. 7. Sign spacing should be 130W-1500' for Limited Access highways. For all other roadways, the sign spacing should be 50W-800' where the posted speed limit is greater than 45 mph, and 35W-500' where the posted speed limit is 45 mph or less. 8. All connections within the project limits should be identified with signs indicating to motorist they are entering or exiting a potential constructionlimaintenance area. August 2011 10. ON ROADWAYS HAVING A MEDIAN WIDER THAN 8 FEET LEFT AND RIGHT SIGN ASSEMBLIES SHALL BE REQUIRED UIRED WHEN POSSIBLE. Q 11. CARE SHOULD BE EXERCISED WHEN ESTABLISHING THE LIMITS OF THE WORK ZONE TO ENSURE MAXIMUM SIGHT DISTANCE IN ADVANCE OF THE TRANSITION, BASED ON THE POSTED SPEED LIMIT AND EQUAL TO OR GREATER THAN THE "STOPPING SIGHT DISTANCE" TABLE FROM THE OCTOBER 2011 VA WORK AREA PROTECTION MANUAL AND ALL REVISIONS. 12. A TRUCK WITH EITHER AN ARROW BOARD OPERATING IN THE CAUTION MODE, OR AT LEAST ONE ROTATING AMBER STROBE LIGHT SHALL BE PARKED 50'400' IN ADVANCE OF THE FIRST WORK CREW. WHEN THE POSTED SPEED LIMIT IS 45 MPH OR GREATER, A TRUCK -MOUNTED ATTENUATOR SHALL BE USED. NO TRUCK MOUNTED ATTENUATOR IS REQUIRED WHERE THE SHOULDER MUST BE CLOSED, EXCEPT ON RAMP AND LOOP SHOULDERS. 13. THE CONES TO BE USED AS CHANNELIZING DEVICES SHALL BE IN ACCORDANCE WITH THE GUIDELINES SET FORTH IN THE OCTOBER 2011 VA WORK AREA PROTECTION MANUAL AND ALL REVISIONS. ALL CONES SHALL BE A MINIMUM OF 36 INCHES IN HEIGHT. CONE SPACING FOR ALL LIMITED ACCESS HIGHWAY OPERATIONS SHALL BE AT THE FOLLOWING: 40' TRANSITION SPACES - 80' TRAVELWAY SPACING. USE SKIP LINE PAVEMENT MARKING FOR REFERENCE WHEN PLACING CHANNELIZING DEVICES. 14. NOTE REMOVED (NOT APPLICABLE) 15. ALL STANDARDS AND GUIDELINES OF THE OCTOBER 2011 VA WORK AREA PROTECTION MANUAL AND ALL REVISIONS SHALL APPLY TO THESE TRAFFIC CONTROL PLANS. WHILE THESE TRAFFIC CONTROL PLANS AND THE OCTOBER 201/ VA WORK AREA PROTECTION MANUAL AND ALL REVISIONS PROVIDE GUIDELINES FOR THE DESIGN AND APPLICATION OF TRAFFIC CONTROL DEVICES, THAT ARE NO SUBSTITUTE FOR ENGINEERING JUDGEMENT. 16. ALL FLAGGERS SHALL BE STATE CERTIFIED AND HAVE THEIR CERTIFICATION CARD IN THEIR POSSESSION WHEN PERFORMING FLAGGING DUTIES. 17. IT IS NOT THE INTENT OF THIS SEQUENCE OF CONSTRUCTION PLAN TO ENUMERATE EVERY DETAIL WHICH MUST BE CONSIDERED IN CONSTRUCTION OF EACH STAGE, BUT ONLY TO SUMMARIZE GENERAL TRAFFIC MANAGEMENT AND MAJOR CONSTRUCTION ITEM SEQUENCING. 18. ALL AREAS EXCAVATED BELOW EXISTING PAVEMENT SURFACE AND WITHIN THE CLEAR ZONE, AT THE CONCLUSION OF EACH WORKDAY, SHALL BE BACK -FILLED TO FORM AN APPROXIMATE 6:1 WEDGE, AGAINST THE EXISTING PAVEMENT SURFACE FOR SAFETY AND PROTECTION OF VEHICULAR TRAFFIC. ALL COST FOR PLACING, MAINTAINING, AND REMOVING THE 6:1 WEDGE SHALL BE INCLUDED IN THE 19. TRAFFIC BARRIER SERVICE SHALL BE INSTALLED AND REMOVED SO AS NOT TO PRESENT ANY BLUNT END OR HAZARD TO THE MOTORING PUBLIC. THE PLACEMENT AND REMOVAL OF THE TRAFFIC BARRIER SERVICE, CHANNELIZATION DEVICES AND BARRICADES ARE TO BE COORDINATED WITH THE TRAFFIC ENGINEER BY THE PROJECT SAFETY OFFICER. CLEAR ZONES WILL BE KEPT FREE OF STORED MATERIALS AND PARKED EQUIPMENT. IDLE CONSTRUCT/ON EQUIPMENT MUST NOT IMPACT SIGHT DISTANCES AT INTERSECTIONS, ENTRANCES OR SCHOOL ZONES. 20. THE TRAFFIC ENGINEER IS THE ONLY ONE THAT CAN REDUCE THE SPEED IN A WORK ZONE. Signing for Project Limits (Figure TTC-53.0) Z 31ON 33S *,q T L 310N 33S PROJECT LIMITS t1 U G20-2 (V) 500 + Co w w I--o � oo Z ;a w w w w co w 7 7 7 N Page 6H-113 i 005 i SEE NOTES 2 & 7 W20-1 i� -OR (SEE NOTE 2) SEE NOT Er G20-1 (V) ® SEE NOTES 3 & 4 1 AT THE TIME OF THE PRECONSTRUCTION MEETING TWO STANDARD SIGNS MUST BE INSTALLED ON EACH SIDE OF THE CONSTRUCTION ACCESS. SIGNS IN PLACE FOR MORE THAN 3 DAYS SHALL BE POST MOUNTED. SIGNS IN PLACE FOR 3 DAYS OR LESS MAY BE MOUNTED ON APPROVED TEMPORARY SIGN SUPPORTS. TRIPOD TYPE SIGN SUPPORTS ARE NOT ALLOWED AT ANY TIME. 2 TEMPORARY DRAINAGE OR EROSION CONTROL ITEMS HAVE NOT BEEN ENUMERATED IN THIS PLAN. THE CONTRACTOR MAY USE PROPOSED PERMANENT DRAINAGE FEATURES SHOWN IN THE PLANS AS TEMPORARY DRAINAGE AT HIS DISCRETION. ADJUSTMENTS TO EXISTING OR PROPOSED FEATURES WHEN USED AS TEMPORARY DRAINAGE ITEMS WILL BE INCLUDED IN THE PRICING FOR OTHER ITEMS AND WILL NOT BE PAD FOR SEPARATELY. CONTRACTOR WILL PROVIDE FOR EROSION CONTROL AND TEMPORARY DRAINAGE DURING THE CONSTRUCTION OF THE PROJECT. 3) THE CONTRACTOR SHALL USE GOOD CONSTRUCT/ON PRACTICES DURING IMPLEMENTA T/ON OF TEMPORARY TRAFFIC CONTROL MEASURES INCLUDING, BUT NOT LIMITED TO, ADEQUATE CLEARANCE AND PAVEMENT AS NEEDED FOR INTERSECT/ON AND ENTRANCE TURNING MOVEMENTS. 4) FAILURE TO PROVIDE SAFE WORKING CONATIONS FOR THE WORKERS AND TRAVELING PUBLIC MAY CAUSE REVOCATION OF THE LAND USE PERMIT, SHALL RESULT IN IMMEDIATE CORRECTIVE MEASURES BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER OR VDOT. 5) ALL TRAFFIC CONTROL EQUIPMENT SHALL MEET NCHRP 350 CRITERIA. 6) THE CONTRACTOR SHALL MAINTAIN ALL EXISTING ROADWAY SIGNS DURING ALL PHASES OF THIS PROJECT. 7) ALL PAVEMENT MARKINGS, LANE STRIPING, AND ERADICATION OF PAVEMENT WILL BE IN ACCORDANCE WITH ALL VDOT SPECIFICATIONS. 8) CONTRACTOR LAY DOWN AREAS ARE ONLY PERMITTED ON PROPERTY OWNED BY ALBEMARLE COUNTY. 9) THIS PLAN IS PROVIDED FOR INFORMATION PURPOSES ONLY. THE CONTRACTOR SHALL PREPARE A SPECIFIC CONSTRUCT/ON TRAFFIC CONTROL PLAN THAT REFLECTS THE CONTRACTOR'S PREFERRED MEANS AND METHODS FOR CONSTRUCTION OF THE ROADWAY IMPROVEMENTS. Typical Traffic Control Stationary Operation on a Shoulder (Figure TTC-4.0) -TES Standard 1. For long-term stationary work (more than 3 days) on divided highways having a median wider than 8', sign assemblies on both sides of the roadway shall be required as shown ('ROAD WORK AHEAD (W20-1), RIGHT SHOULDER CLOSED AHEAD (W21-5bR)), even though only one shoulder is being closed. For operations less than 3 days in duration, sign assemblies will only be required on the side where the shoulder is being closed and a RIGHT SHOULDER CLOSED AHEAD (W21-5bR) sign shall be added to that side. Guidance 2. Sign spacing should be 130OW 500' for Limited Access highways. For all other roadways, the sign spacing should be 500'-800' where the pasted speed limit is greater than 45 mph, and 350'-500' where the pasted speed limit is 45 mph or less. Option: 3. The SHOULDFR WORK (W21-5) sign on an intersecting roadway may he omitted where drivers emerging from that roadway will encounter another advance warning sign orior to this activity area. 4. For short duration operations of I hour Or less, all signs and channelizing devices may be eliminated if a vehicle with activated high-intensitv amber rotating. flashing. oscillatine, or strobe lights is used. Standard: 5. Vehicle hazard warning signals shall not be used instead of the vehicle's high -intensity amber rotating, flashing, oscillating, or strobe lights. Vehicle hazard warning signals can be used to supplement high -intensity amber rotating, flashing, oscillating, or strobe lights. 6. Taper length (1) and channelizing device spacing shall be at the following: Taper Length (L) Speed Limit (mph) Lane Width (Feet) 9 1 10 11 12 25 95 105 115 125 30 135 150 165 180 35 185 205 225 245 40 240 270 295 320 45 405 4W 495 540 50 450 500 550 600 55 495 550 605 660 60 540 600 660 720 65 585 650 715 780 70 630 700 770 840 Minimum taper lengths for Limited Access highways shall be 1000 feet. Shoulder Taper = 'G L Minimum Channelizing Device Spacing Location Speed Limit (mph) 0-35 36+ Transition Spacing 20' 40' Travelway Spacing 40' 59 Construction Access' 80' 120' Spacing may be increased to this distance, but shall not exceed one access er'/. mile On roadways with paved shoulders having a width of 8 feet or more, channelizing devices shall be used to close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the traveled way. 7. The buffer space length shall be as shown in Table 6II-3 on Page 61I-5 for the posted speed limit 8. A shadow vehicle shall be used whenever a person is required to operate equipment mounted on or in the work vehicle such as buckets, augers, post drivers, etc. For work operations on the shoulder with a duration greater than 1 hour where workers are present, a shadow vehicle shall be used. A truck -mounted attenuator (IMA) shall be used on the shadow vehicle on Limited Access highways and multi -lane roadways with posted speed limit equal to or greater than 45 mph. 9. When a side road intersects the highway within the temporary traffic control zone, additional traffic control devices shall be placed as needed. Stationary Operation on a Shoulder (Figure TTC4.0) RIGHT SEE NOTE 1 ScioseoR AHEAD ROAD SEE NOTE 1 woRK AHEAD tip G20-2 (V i00' + 80' - 120' SHADOW VEHICLE REQUIRED - TMA REQUIREMENT SEE NOTE 8 ILLUMINATED FLASHING AMBER (CAUTION MODE) =E NOTE 7 TYPE B OR C :E NOTE 6 CHANNELIZING DEVICES SPACING SEE NOTE 6 NOTE 2 nULOE W21-SaR SEE NOTE 1 SFF NOTF 2 RIGHT SHOULDER CLOSED W21-5bR AHEAD SEE NOTE 2 ROAD i- WORK W20-1 AHEAD' BROOK HILL RIVER PARK PHASE 1 RIVER ACCESS IMPROVEMENTS DEPARTMENT OF PARKS AND RECREATION CLIENT COUNTY OF ALBEMARLE 401 MCI NTIRE ROAD C HARLOTTESV I LLE, VI RG I N IA ADDRESS ANHOLD LANDSCAPE ARCHITECTURE 434.882.3420 1 434.46 6.4422 ANHOLDLA.GOM SITE PLAN SUBMITTAL NLTH OF � G UO DAVID T. ANHOLD Lic. No. 00311 C11 A� , ` 4PE X?1 DAVID T. ANHOLD VA LICENSED LANDSCAPE ARCHITECT LIC NO.00311 REVISION: NO. DESCRIPTION DATE DEC. 20 2019 PREM. SITE PLAN MARCH 23,2021 FINAL SITE PLAN SCALE: AS INDICATED SHEET NAME: MAINTENANCE OF TRAFFIC DETAILS SHEET NUMBER: -\ucar<\nwnnr\anhnld accnriahx rimnhnv\anhnlA toam fnIrIPrLnmlarld7n1QnQ71 hank hill river nark\n1 rad\n7 chw k%r-S1n mnt plan rI n March 23, 2021 C-510 � I RIVERBANK AREA TO BE EXISTING TREE O n I REVEGETATED WITH TO REMAIN / d TREES AND SHRUBS / THREE SISTERS TREE MOWED LAWN AREA':'.'-;':{ GROUP TYP. 2-1/2" + + /v I CALIPER @ 5' O.C. + I I MEADOW AREA 1 UNDERSTORY TREE TYP. + I MULCHED BED 0 O SHRUB TYP. + I I ORNAMENTAL GRASS TYP. O ' I I LANDSCAPE PLAN PLANTING LEGEND 12" SYC _ I 1 1 I d, I/ FENCE w I (D I I I I I III®I 9 /// / I 27 0 I I TR /// / \ a OAK SYC 24" 3 II 12" B" O SYC o I TR Q 1 IM / / / / / r // / 8" BEE�H I= 3 III I •1 / / / / / / BEECH / H BENCHMARK:1 w. 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TYP. _ y �+ + I + + ++ ++++ \ 1 — t++ + + + 3'_.NG..•.•.•.•.• • •. +,+ + + + \ I EDGE OF EXISTING 18" o \ 15" I FOREST TO REMAIN SYC + + + ++ +++++A+� 0/ / / P/ // +++++ +/,•,•,•, + r,Y ++ WAL— 3-CF 9 / i +++++ �/ /. ..... {.. *+++++'+'+ +'+'+\*+'+ + i \ TREES 6 / i i 15 TR / / � � + + + + + + NEXISTING f /.. .... \ + + + + + + + +\4q + POP - , / BUSHES / / f +++'+'+' 'wT0 REMAI / R Di s / III \5 -0y+ ----- �J 0.\ 30" B" / / // 1.✓ i +9P * * + ++, \ SYC 3 - CC / i + / I 1 NS ... ..� 9 / / \ _ B" R (D / / /TR /+ + + CIF r I3-INS ++++.+++ 9" / 1 3 - QA ++jE *+*+*+'+�'+\ \ Si 15 ° / „ 8� \ �ZI - - - - a - - _ 18 12„ TR TR �/ / / / I _ I I I I d 12" TR / P O 9-IV 1 ;....\ / TR g TR\\ - SYCO ,MAP \�� TR e/ �� + 2-CF / I I ++ — n TR 15"• _ _ 12" I °� / _ /+ + 1 5y 11 - IV / /TELEPHON l'.' T+ +B+*+*+*+*+*+*+*+++ + ,DBL 10 TH - - -' , + + �: +' j + .. 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TYP. // MATTING TR / (/ " / 4 - IG / e+++++ GONG. +* + ' Y - PIPE + 13-Pv \ BP• / \ 3-CC \ + - - - - - - TREES 6 TREES S \ - - - - 1- - - - - - - - -- BUSHES 3-CC / \ N = TREES - -- ------------------- BUSHES 3211. t BUSHE-------------------- 7-IVWR - A rIRS ............. ......• T � 7-IG .......rh1aL...,.L,.1 \....... ..POLE/ �.. .. J PAVD TR 3- C\ ./.........f........� .Q /,•••,•••,•.•,•.•,•I / _ o TCn RAIL cn 24" CONC. PIPE / R/o — 0 INVERT= ONE I I 360.54 WAY I — SIGN Y Y V V V Y SIGNAL / n CII / POLE I 1 APPROXIMATE / / (NOSE) N RI \ GRAVEL LOCATION OF / OVERHEAD r \ BRIDGE I I I \\ I \ LANDSCAPE PLAN /SIGNAL / POLE BENCHMARK: MAG NAIL SET ELEVATION=371.97 A Y PAVEMENT U.S. ROUTE 29 SOUTH BOUND LANE SEMINOLE TRAIL (VARIABLE WIDTH R/in'). 0' 20' 40' 80' BROOK HILL RIVER PARK PHASE 1 RIVER ACCESS IMPROVEMENTS DEPARTMENT OF PARKS AND RECREATION CLIENT COUNTY OF ALBEMARLE 401 MCI NTIRE ROAD CHARLOTTESVILLE, VIRGINIA ADDRESS ANHOLD LANDSCAPE ARCHITECTURE 434.882.3420 1 434.46 6.4422 ANHOLDLA.COM SITE PLAN SUBMITTAL ,NLTH OF G L) DAVID T. ANHOLD 9 9 Lic. No. 00311 ` C4PE AR DAVID T. ANHOLD VA LI CENSED LANDSCAPE ARCHITECT LIC NO.00311 REVISION: NO. DESCRIPTION DATE DEC. 20, 2019 PREM. SITE PLAN MARCH 23,2021 FINAL SITE PLAN SCALE: AS INDICATED SHEET NAME: LANDSCAPE PLAN SHEET NUMBER: c\users\owner\anhold assodates dropbox\anhold team folder\projects\20190923—brook hill river park\01_cad\02_sheets\I-110 landscape plan.dwg L-100 DATE: March 23, 2021 LANDSCAPE CALCULATIONS AND NOTES 1. PARKING AREA TREES INTERIOR TREES REQUIRED = 24 / 10 = 3 INTERIOR TREES PROVIDED = 3 PERIMETER TREES REQUIRED = 500' / 35' = 15 TREES TREES PROVIDED = XXX 2. PARKING AREA LANDSCAPING: AREA REQUIRED = 8,460 SF PAVEMENT X 5% = 423 AREA PROVIDED = 1000+ SF 3. PER WPO SECTION 17-406 MITIGATION REQUIREMENT EQUALS 2X THE DISTURBED AREA OF THE 100' BUFFER EQUALING 12,000± SF. MITIGATION WITHIN THE 100' BUFFER WILL CONSIST OF 6,000 SF OF MEADOW AND 6,000 SF OF CANOPY COVER. AN ADDITIONAL 1,200 SF OF THE BANK WILL BE REVEGETATED WITH LIVE STAKES. 4. ALL SITE PLANTING OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH AND BE MAINTAINED AT, MATURE HEIGHT. THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. SITE PREPARATION AND SEEDING NOTES PESTICIDE APPLICATION 1. GOAL IS 98% PLANT KILL TO PREPARE SITE FOR NEW PLANTING. CONTRACTOR TO VERIFY THE SITE IS ADEQUATELY FREE OF PERNICIOUS WEEDS PRIOR TO SEEDING. 2. SEE PROJECT WORK SCHEDULE FOR PESTICIDE APPLICATION RECCMMENDATIONS. 3. IF SUBSTANTIAL PLANT MATERIAL REMAINS ON THE SURFACE FOLLOWING A FULL KILL BY HERBICIDES, A CLOSE MOWING MAY BE NECESSARY TO ACHIEVE GOOD SEED -TO -SOIL CONTACT. 4. ALL PESTICIDE APPLICATIONS AND TREATMENTS SHALL FOLLOW THE CITY OF CHARLOTTESVILLE INTEGRATED PEST MANAGEMENT GUIDELINES. PROJECT SEEDING 1. COMBINE THE MEADOW, ANNUAL, AND NURSE CROP SEED MIXES A, B, & C OUTLINED BELOW, AND INSTALL WITH DRILL SEEDING EQUIPMENT ACCORDING TO SEED SUPPLIER RECOMMENDATIONS. INSTALL IN THE MEADOW AREAS SHOWN ON THE SITE PLAN. APPLY SEED MIXES AT THE PURE LIVE SEED (PLS) RATES LISTED BELOW: A) MEADOW SEED MIX: AT 20-LBS PER ACRE. SEE MEADOW SEEDING SCHEDULE. B) ANNUAL FLOWER SEED MIX: (ERNST #167 OR APPROVED EQUAL) AT 3-LBS PER ACRE. C) GRAIN RYE NURSE CROP: AT 30-LBS PER ACRE. 2. INSTALL LAWN GRASS SEED IN AREAS AS SHOWN ON SITE PLAN. GRASS SEED MIX SHALL BE BUNCHING, NON-RHIZOMATOUS FINE FESCUE MIX. AFTER SEEDING, COVER GRASS AREAS WITH CLEAN STRAW, AND APPLY CHEMICAL TACKING PRODUCT TERRA TACK OR APPROVED EQUAL. APPLY SEED MIX AT 6-LBS PER 1000 SQ FT. LIVE STAKE NOTES 1. INSTALL STAKES DURING THEIR DORMANCY (LATE FALL TO EARLY SPRING) PER ERNST SEED SPECIFICATIONS. 2. DO NOT ALLOW THEM TO DRY OUT. SOAKING BEFORE PLANTING SIGNIFICANTLY INCREASES SURVIVAL AND GROWTH RATE. 3. DRIVE A PILOT HOLE IN FIRM SOIL, PLANTING AT RIGHT ANGLES (BUDS ORIENTED UP) WITH AT LEAST TWO-THIRDS OF ITS LENGTH UNDERGROUND. 4. PLANT STAKES RANDOMLY OR 3' APART ON TRIANGULAR SPACING. 5. TAMP THE SOIL DOWN AROUND THE CUTTINGS AND WATER. 6. IF A LONG DRY SPELL OR HOT WEATHER IS EXPECTED AFTER PLANTING, IRRIGATION MAY BE WARRANTED. 7. CONTRACTOR SHALL REVISIT SITE LATE SUMMER AFTER PLANTING TO EVALUATE SURVIVAL RATE OF LIVE STAKES. IF THE SURVIVAL RATE IS BELOW 50% ADDITIONAL LIVE STAKE SHALL BE INSTALLED IN ORDER TO REACH AT LEAST THE 50% THRESHOLD. 5. IN THE EVENT OF A PLANT QUANTITY DISCREPANCY BETWEEN THE SCHEDULE AND THE PLANS, THE CONTRACTOR SHALL FOLLOW THE PLANS 6. TREE AND SHRUB PLANTING PIT SOIL SHALL CONSIST OF SCREENED HIGH QUALITY, NATIVE TOPSOIL AS APPROVED BY THE ARCHITECT AND ENGINEER. TREE PIT DEPTH SHALL BE 1-1/2 TIMES ROOT BALL DEPTH. THE PIT DIAMETER SHALL BE 5 TIMES ROOT BALL DIAMETER 7. CONTRACTOR SHALL APPLY 4-INCHES OF TOPSOIL TO ALL PLANTING BEDS SHOWN ON THE PLANS. THE CONTRACTOR SHALL THEN POWER -TILL THE PLANTING BEDS TO A MINIMUM DEPTH OF 12-INCHES TO PREPARE THE PLANTING AREA. 8. ALL PLANTING AREAS/BEDS SHALL RECEIVE 2" OF DOUBLE -GROUND HARDWOOD BARK MULCH. SEE LIMITS SHOWN ON THE PLANS. 9. CONTRACTOR SHALL STAKE ALL PLANTS IN THE FIELD FOR ARCHITECT AND OWNER WRITTEN APPROVAL PRIOR TO INSTALLATION. 10. THE LANDSCAPE CONTRACTOR SHALL CONTACT "MISS UTILITY" AND HAVE ALL PUBLIC AND PRIVAT UTILITIES MARKED PRIOR TO BEGINNING ANY CONSTRUCTION WORK. ESTABLISHMENT REQUIREMENTS - DRILL SEEDING 1. MEADOW SEED MIX SEEDING TO BE DONE WITH A DRILL SEEDER. ALL DRILLS SHOULD BE EQUIPPED WITH A CLOSING OR PACKING WHEEL THAT FOLLOWS THE SEED PLACEMENT. A SPECIAL SEED BOX IS REQUIRED FOR HANDLING SMALL OR FLUFFY SEED LIKE THAT OF MANY WILDFLOWERS AND NATIVE GRASSES. DRILLS THAT CAN METER FLUFFY SEED, SUCH AS THAT OF LITTLE BLUESTEM, BIG BLUESTEM AND INDIANGRASS, NEED SPECIAL AGITATION AND METERING EQUIPMENT TO HANDLE THESE SEEDS. DRILL SEEDING EQUIPMENT TO FOLLOW GUIDELINES OF SEED SUPPLIER. 2. DRILL SEEDER TO BE ADJUSTED TO PLACE SEED 1/4"-1/2" DEEP INTO A FIRM SEEDBED. CALIBRATING A DRILL OR BROADCAST SEEDER DEPENDS ON SEED BULK DENSITY AND REQUIRED APPLICATION RATES. MANY NATIVE AND NATURALIZED SEED MIXES CONTAIN A MIX OF LARGE FLUFFY SEED AND SMALL DENSE SEED. SOME DRILLS HAVE SPECIAL SEED BOXES THAT CAN METER LARGE FLUFFY SEED. SEEDER MAY NEED FURTHER CALIBRATION BY ADDIMG A BULKING AGENT TO SEED (SUCH AS KITTY LITTER) TO CREATE AN EVEN FLOW OF SEED. ADD 40-50 LB OF A BULKING AGENT TO 10 LB OF SEED AND CALIBRATE FOR 50-60 LB PER ACRE (1 LB BULKING AGENT TO 1/4 LB OF SEED PER 1,000 SQ FT). DIVIDE THE SEED INTO PROPORTIONAL AREAS OF THE PROJECT. START SEEDING AT A LOWER RATE THAN THE CALCULATED RATE. CONTACT SEED SUPPLIER FOR MORE INFORMATION ON RECOMMENDED SEEDING PRACTICES. 3. IF POSSIBLE, PLAN ON SEEDING HALF OF THE SEED IN ONE DIRECTION AND MAKE A SECOND PASS WITH THE REMAINING HALF OF THE SEED IN A DIRECTION PERPENDICULAR TO THE FIRST DIRECTION. A DRILL SEEDER GENERALLY HAS AN 8' MINIMUM WIDTH AND CONTAINS A SEED HOPPER CAPABLE OF SEEDING A 6' WIDTH AND ROW SPACING OF APPROXIMATELY 7". SOME OF THE BEST DRILLS ARE MANUFACTURED BY TRUAX COMPANY. INC. CROSS SECTION O Geotextile fabric NOTE: USE ERNST SEED OR Toe APPROVED EQUAL LIVE STAKES. Q protection DETAIL EXTRACTED FROM ERNST ©Live cutting 1/2"to 1 1/2"in diameter SEEDS BIOENGINEERING PLANTING OD 2'to3' GUIDE AND INTENDED FOR REPRESENTATIONAL PURPOSES OE 2'to 3'(triongulor spacing) ONLY. SEE PLANTING GUIDE O Dead stout stake INSTALLATION NOTES FOR Erosion fabric ACCURATE LIVE STAKE O control INSTALLATION INFORMATION O Streambank 1 LIVE STAKE PLANTING N.T.S. STAKE TREE WITH (2) TREATED 2" TREE STAKES (8'-0" LENGTH) "ARBORTIE" OR EQUAL TREE TIE MATERIAL (1" WIDTH). NAIL OR STAPLE TREE TIE MATERIAL TO STAKE TO HOLD VERTICALLY. LOOP EACH TIE AROUND TREE LOOSELY TO PROVIDE 1" SLACK FOR TRUNK GROWTH. 3" DOUBLE SHREDDED HARDWOOD MULCH, DO NOT PLACE AGAINST TRUNK. ROUGHEN SIDES OF PLANTING HOLE REMOVE ALL WIRE & STRING FROM ROOTBALL AND ALL BURLAP FROM TOP 2/3 OF ROOTBALL NATIVE BACKFILL SOIL AMENDED WITH 25% DECOMPOSED ORGANIC COMPOST PREPARE SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING 2.5 X ROOTBALL DIAMETER MINIMUM TREE PLANTING 1/2" = V-0" 3" DOUBLE SHREDDED HARDWOOD MULCH ROUGHEN SIDES OF PLANTING HOLE REMOVE ALL WIRE & STRING FROM ROOTBALL AND ALL BURLAP FROM TOP 3 OF ROOTBALL NATIVE BACKFILL SOIL AMENDED WITH 25% DECOMPOSED ORGANIC COMPOST PREPARE SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING 2 X ROOTBALL DIAMETER MINIMUM SHRUB PLANTING 112" = V-0" SET TOP OF ROOT CROWN 2" ABOVE ADJACENT GRADE SHAPE SOIL SURFACE TO PROVIDE T DIAMETER WATERING RING FINISH GRADE TREE PIT DEPTH=ROOTBALL DEPTH MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION DRIVE STAKES AT ROOTBALL EDGE 6" TO V-0" INTO UNDISTURBED SOIL BELOW ROOTBALL SET TOP OF ROOT CROWN 2" ABOVE ADJACENT GRADE SHAPE SOIL SURFACE TO PROVIDE 3' DIAMETER WATERING RING FINISH GRADE TREE PIT DEPTH=ROOTBALL DEPTH MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION PLANT MATERIALS ROOT/ SPACING/ SYMBOL SCIENTIFIC NAME COMMON NAME NO. SIZE CONT. NOTES TREES CC CARPINUS CAROLINIANA CAROLINA HORNBEAM 19 6' HGT. B&B AS SHOWN CF CORNUS FLORIDA AMERICAN DOGWOOD 18 6' HGT. B&B AS SHOWN NS NYSSA SYLVATICA BLACK GUM 9 2.5" CAL. B&B AS SHOWN CIA OUERCUS ALBA WHITE OAK 3 3.5" CAL. B&B AS SHOWN SHRUBS & GROUNDCOVERS IG ILEX GLABRA "NIGRA" INKBERRY HOLLY 15 2' HGT #3 CONT AS SHOWN IVJD ILEX VERTICULATA "JIM DANDY' WINTERBERRY HOLLY 2 T HGT #3 CONT AS SHOWN IVWR ILEX VERTICULATA "WINTER RED" WINTERBERRY HOLLY 7 T HGT #3 CONT AS SHOWN PV PANICUM VIRGATUM "HEAVY METAL" SWITCH GRASS 116 NA #1 CONT AS SHOWN IV ITEA VIRGINICA "HENRY'S GARNET' HENRY'S GARNET SWEETSPIRE 49 2'-3' HGT #3 CONT AS SHOWN LIVE STAKES CA CORNUS AMOMUM CS CORNUS SERICEA SN SALIX NIGRA Sc SAMBUCUS CANADENSIS PO PLATANUS OCCIDENTALIS PLANTING SCHEDULE SILKY DOGWOOD 20 3' STAKES T O.C. RED OSIER DOGWOOD 20 3' STAKES T O.C. BLACK WILLOW 20 3' STAKES T O.C. ELDERBERRY 20 3' STAKES T O.C. AMERICAN SYCAMORE 20 3' STAKES T O.C. County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) 1. The following items shall be shown on the plan: 91 Trees to be saved; ® Limits of clearing (outside chipboard tees to be saved); M Location and type of protective forcing; ❑ Grade changes requiring tree wells or walls; ❑ Proposed trenching or tunneling beyond the limits of clearing. 2. Markings• 0 All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ❑ No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: ❑ Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: ZI Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: 0 Such devices shall not adversely atfeet trees to be saved. 6. Fires: ® Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: M Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: ❑ Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ❑ Fencing shall be in place and shall be inspected and approved by a County Inspector prior to gmding or construction. 9. Tree Wells: ❑ When the ground level most be raised within the dripfine of a tree to be saved, a tee well shall be provided and a construction detail submitted for approval. 10. Tree Walls: ❑ When the ground level most be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: ZI When trenching is required within the limits of clearing, it shall be done as far away from the [ranks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: M protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: Ul Damaged trees shall be treated immediately by pricing, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. 12/10/2020 OWNER SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 CONSERVATION PLAN CHECKLIST SEED MIX % LATIN NAME COMMON NAME COLOR BLOOMS G RASSES 5% BOUTELOUA CURTI PEN DULA SIDEOATSGRAMA STRAW AUG -SEPT 100/ TRIDENS FLAVUS PURPLETOP GRASS PURPLE AUG - SEPT 30% SCHIZACHYRIUMSCOPARIUM LITTLE BLUESTEM RED AUG -OCT 5% ERAGRASTIS SPECTABI LIS PURPLE LOVEGRASS PURPLE AUG -SEPT 50% PERENNIAL WILDFLOWERS 2% ACHILLEAMILLEFOLIUM YARROW WHITE JUNE-JULY 3% ASCLEPIASSYRIACA COMMON MILKWEED PINK JUNE- AUGUST 3% ASCLEPIASTUBEROSA BUTTERFLYWEED ORANGE JUNE-AUGUST 2% BAPTISIAAUSTRALIS BLUE FALSE INDIGO BLUE JUNE -JULY 4% CHAMAECRISTA FASCICULATA PARTRIGE PEA YELLOW JULY- AUGUST 2% COREOPSISLANCEOLATA LANCELEAFCOREOPSIS YELLOW JUNE -JULY 1% EUPATORIUMPERFOLIATUM BONESET WHITE AUG -SEPT 2% HELIOPSISHELIANTHOIDES OX-EYE SUNFLOWER YELLOW JUNE -SEPT 4% MONARDAFISTULOSA WILD BERGAMOT LAVENDER JULY -SEPT 2% PENSTEMON LAEVIGATUS SMOOTH BEARDTONGUE WHITE JULY -SEPT 3% PYCNANTHEMUMINCANUM HOARY MOUNTAIN MINT WHITE JULY -SEPT 3% PYCNANTHEMUMVIRGINIANUM VIRGINIA MOUNTAIN MINT WHITE JULY -SEPT 2% RUDBECKIAFULGIDA ORANGE CONEFLOWER YELLOW JULY -SEPT 3% RUDBECKIA HIRTA BLACK EYED SUSAN YELLOW JUNE- SEPT 3% SOLIDAGOJUNCEA EARLYGOLDENROD YELLOW AUG -SEPT 3% SOLIDAGOSPECIOSA SHOWY GOLDENROD YELLOW AUG -SEPT 2% SYMPHYOTRICHUMLATERIFLORUM CALICO ASTER PUR/PINK/BLUE AUG -OCT 4% SYMPHYOTRICHUM NOVAE-ANGLIAE NEW ENGLAND ASTER PUR/PINK/BLUE AUG- OCT 2% VERONICASTRUMVIRGINICUM CULVER'SROOT WHITE MAY-JUNE 50% MEADOW SEEDING SCHEDULE N.T.S. 1 First herbicide treatment. First of August 2 Second herbicide treatment at 2"-4"weed height. End of August / First of Sept 3 Third herbicide treatment at 2"-4"weed height (if needed). Wait a minimum of End of Sept / First of 7 days before performing site work and installing meadow and grass seeds. October 4 Site Preparation: Power till old roadbed to 6" depth. Mow site if substantial Mid October plant tissues remain on soil surface. See sheet L-2. 5 Install the Meadow Seed Mix, Annual Flower Seed Mix, and Nurse Crop Mid October seeds using drill seeding equipment. See notes forseed mix installation rates and other instructions. 6 Install lawn grass seed. See notes for lawn seed mix installation rates, and Mid October other instructions. See plans for installation areas. 7 When the grain rye nurse crop has reached knee height (20" +/-) in the spring, April / May, 2021 mow to a height of 4"-8". This action will kill the nurse crop and "release" the Meadow and Annual plants to grow through the remaining rye stubble. 8 Inspect the emerging Meadow and Annual plants to confirm acceptable June, 2021 germination rates. Install additional Meadow and Annual seeds with "slit" seeding equipment if needed or desired. 9 Herbicide spot treatment as necessary to control emerging weeds. Apply Summer, 2021 with hooded sprayers or wiper equipment in order to protect meadow and annual plants. Once a month from May to September. MEADOW INSTALLATION CHEDULE BROOK HILL RIVER PARK PHASE 1 RIVER ACCESS IMPROVEMENTS DEPARTMENT OF PARKS AND RECREATION CLIENT COUNTY OF ALBEMARLE 401 MCI NTIRE ROAD CHARLOTTESVILLE, VIRGINIA ADDRESS ANHOLD LANDSCAPE ARCHITECTURE 434.882.3420 1 434.466.4422 ANHOLDLA.COM SITE PLAN SUBMITTAL ��NLTH 0 Qi` LAG DAVID T. ANHOLD le Lic. No. 0031117 � `tom DAVIDT.ANHOLD VA LICENSED LANDSCAPE ARCHITECT LIC NO.00311 REVISION: NO. DESCRIPTION DATE DEC. 20, 2019 PREM. SITE PLAN MARCH 23, 2021 FINAL SITE PLAN SCALE: AS INDICATED SHEET NAME: LANDSCAPE PLANTING DETAILS SHEET NUMBER: c:\users\owner\anhold associates dropbox\anhold team folder\projects\20190923_brook hill river park\01cad\02_sheets\I-110 landscape plan.dwg N.T.S. N.T.S. March 23, 2021 L-110