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HomeMy WebLinkAboutARB202200103 Plan - Submittal (First) 2022-11-23RIO DISTRICT, ALBEMARLE COUNTY, VIRGINIA MAJOR SITE PLAN APPLICATION AMENDMENT PREPARED BY: Vj*4kfZP;P ALAN FRANKLIN, P.E. LLC d e s I g n S t u d I o Civil Engineering and Landscape Architecture and Site Planning Site Planning 4936 Old Boonsboro Road 427 Cranberry Lane Lynchburg,VA 24503 Crozet, VA 22932 telel 434.531.7507 telel 434.531.5544 el steve@edwardsdesignstudio.com el alan@alanfranklinpe.com www.edwardsdesignstudio.com 21 November 2022 VICINITY MAP I Scale: NTS REGIONAL CONTEXT MAP I Scale: NTS REVISIONS APPROVALS '�GNOR-HURT'` b 'AGNOR-HURT # Date Comment ES ES �. PLANNING/ZONING L �, 1 ,�Y ,. • �, N R10 HILLS ,► RIO HILLS CD CD i f. SHOPPING CNTR. SHOPPING CNTR. ENGINEER Cn L -� SITE S�TE BUILDING OFFICIAL Y / ARCHITECTURAL REVIEW BOARD Cn o W \ f m 1 FIRE OFFICIAL \kl0 0 w III (0/ Cn h b \ \ o ACSA A C o L 0-� �j ��'�► � ` � o Steven W. Edwards Alan G. FranLic. No. 35326 klin 4 � /. o C0931 — r RWSA Q ° �/ / `Cn ``:1� CV / 11-21-22 �' f 11-21-22 ti oho _ �o ��q c� �sl � VDOT � � � Cn w Image provided by GOOGLE Earth and Albemarle CountyView, 2022 Image provided from P/aces29 Future Land Use- Small Area Plan Cn I SDP200600020 U m SHEETINDEX 0000 ❑■ COVER SHEET 0001 ❑■ SHEET INDEX 0002 ❑■ GRAPHIC SYMBOLS AND ABBREVIATIONS AND NOTES 0003❑■ GENERAL NOTES 0004❑■ PROJECT DATA 0005 ❑■ EXISTING CONDITIONS PLAN 0006 ❑■ DEMOLITION PLAN 0007 ❑■ PHASING PLAN A101 ❑■ FIRST FLOOR PLAN A102 ❑■ SECOND FLOOR PLAN A103 ❑■ ROOF PLAN A200 ❑■ ARCHITECTURAL ELEVATIONS A201 ❑■ ARCHITECTURAL ELEVATIONS C100 ❑■ LAYOUT PLAN C101 ❑■ GRADING AND UTILTIES PLAN C102 STORMWATER DRAINAGE PLAN C103 C104 STORMWATER PROFILES C105 STORMWATER DETAILS C106 STORM DRAIN PROFILES C107 STORM DRAIN STRUCTURE TABLES C108 STORM DRAIN DETAILS C109 STORM DRAIN DETAILS C110 STORM DRAIN DETAILS C111 C112 C113 C114 ❑■ WATER AND SEWER DETAILS C115 C500 ❑■ SITE DETAILS C501 ❑■ SITE DETAILS C502 ❑■ SITE DETAILS C503 ❑■ SITE DETAILS C504 ❑■ SITE DETAILS C505 C506 C700 EROSION SEDIMENT AND CONTROL GENERAL NOTES C701 SOILS MAP & DESCRIPTIONS C702 EROSION AND SEDIMENT CONTROL PLAN: STAGE Al C703 EROSION AND SEDIMENT CONTROL PLAN: STAGE A2 C704 SWM PRE -DEVELOPMENT PLAN C705 SWM POST DEVELOPMENT PLAN C706 SWM DRAINAGE COMPUTATIONS C707 SCC AND INLET DRAINAGE AREA MAP C708 SWM WATER QUALITY/BMP PLAN C709 EROSION AND SEDIMENT CONTROL PLAN DETAILS C710 EROSION AND SEDIMENT CONTROL PLAN DETAILS L000 ❑■ LANDSCAPE NOTES & PLANT LIST L100 ❑■ LANDSCAPE PLAN L105 ❑■ LANDSCAPE LIGHTING PLAN L200 ❑■ SITE ELEVATIONS L500 ❑■ PLANTING DETAILS L501 ❑■ PLANTING DETAILS L505 ❑■ LIGHTING DETAILS SHEET TITLE REVISIONS MADE SHEET IS INCLUDED IN SUBMISSION Z U� a z _j _j JZJ Q Q LU Z� �a LL Z O H cn H C N O 0 O O L N O N (D Q E o a)N >a 00 Z fn r N Z W vi 0�Z coo J W fn �a rU00� W Q3 U Q) Q3 N E4 O x Lu ai Lu O LLI v! ++ QI J Q H O `I�w, I m _ N � J d J o a 0 0 L � d � mm C N _a E3 =w Lo U m U E J O J U a 0 21 N � N � C N E a T N c 3 Tw c E O N c `o m 5 c � m N .3 oy a c m mo {p L �r U A � d `O L N O m o a -- T � m E o, y N as N O N c L. T N o E d �a a= x� N " �p O 9a O J N J =a 0 U O N p N V N (n C C Ol Ol N N N N N N2N � �p 0 3 9 c W E E a O a 8 ■ fn 0 Z N 0 0 Ln 0 N U) c 0 .0 W 0 0 O 0 0 U) U 0 0 d X 0 Q 0 I m W N U ■ ABBREVIATION LIST A F N T ADJ ADJACENT, ADJUSTABLE FAB FABRIC N NORTH TBD TO BE DECIDED/DETERMINED AFF ABOVE FINISH FLOOR FFE FINISH FLOOR ELEVATION NIC NOT IN CONTRACT TBR TO BE REMOVED ALT ALTERNATE FHA FIRE HYDRANT ASSEMBLY No., # NUMBER TBS TO BE SAVED ALUM ALUMINUM FIN FINISH NOM NOMINAL TBT TO BE TRANSPLANTED APPROX APPROXIMATE FOC FACE OF CURB NTS NOT TO SCALE TC TOP OF CURB ARCH ARCHITECT(URAL) FT FOOT, FEET O TEL TELEPHONE B FTG FOOTING OC ON CENTER TRANSF ELECTRIC TRANSFORMER BC BOTTOM OF CURB G OD OUTSIDE DIAMETER THK THICK(NESS) BD BOARD GA GUAGE OPNG OPENING TOF TOP OF (WALL) FOOTING BLDG BUILDING GALV GALVANIZED OPP OPPOSITE TOM TOP OF MASONRY BLKG BLOCKING GC GENERAL CONTRACTOR P TOS TOP OF STEEL BM BENCHMARK GEN GENERATOR PC POINT OF CURVE (CURVE BEGINNING) TS TOP OF STAIR BOA BLOW -OFF ASSEMBLY GM GAS METER FCC POINT OF COMPOUND CURVATURE TW TOP OF WALL BRK BRICK GUY GUY WIRE PL PROPERTY LINE TWC TOP OF WALL CAP BR BOTTOM OF RAMP GV GATE VALVE PI POINT OF INTERSECTION TV TELEVISION BS BOTTOM OF STAIR H PT. POINT TYP TYPICAL BW BOTTOM OF WALL (FINISHED GRADE) HC HANDICAP PARKING SPACE PT POINT OF TANGENCY (END OF CURVE) U C HDW HARDWARE CEM CEMENT HDPE HIGH -DENSITY POLYETHYLINE PIPE CIP CAST IN PLACE HDWD HARDWOOD CJ CONTROL JOINT HM HOLLOW METAL CL CENTERLINE HOR HORIZONTAL CMP CORRUGATED METAL PIPE HP HIGH POINT CMU CONCRETE MASONRY UNIT HT HEIGHT CO CLEAN OUT HVAC HEATINGNENTILATING COL COLUMN I CONC CONCRETE ID INSIDE DIAMETER CU FT CUBIC FEET INCL INCLUD(E), (ED), (ING) D INSUL INSULAT(E), (ED), (ING), (ION) DD DECK DRAIN INT INTERIOR DI STORM DRAIN INLET J DIA DIAMETER JT JOINT DIAG DIAGONAL K DIM DIMENSION KO KNOCKOUT DIP DUCTILE IRON L DN DOWN L LENGTH DS DOWN SPOUT LP LOW POINT DWG(S) DRAWING(S) LT LIGHT E M E EAST MAS EA EACH MATL EJ EXPANSION JOINT MAX EL ELEVATION MECH ELEC ELECTRIC(AL) MED EM ELECTRIC METER MFR EOP EDGE OF PAVEMENT (GUTTER EDGE) MH EQ EQUAL MIN EQUIP EQUIPMENT MISC ESMT EASEMENT MO EXP EXPOSED MTL EXIST EXISTING EXP. JT. EXPANSION JOINT EXT EXTERIOR SYMBOLS: PLYWD PLYWOOD PNL PANEL PNT PAINT(ED) POB POINT OF BEGINNING PRC POINT OF REVERSE CURVE PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PVC POLYVI NYLCH LORI DE PIPE R RAD RADIUS RB RUBBER BASE RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN RE: REFER TO REINF REINFORC(E), (ED), (ING) REQD REQUIRED REV REVISION RL RAIN LEADER RO ROUGH OPENNING S MASONRY S SOUTH MATERIAL SBL SETBACK LINE (FRONT, SIDE, REAR) MAXIMUM SCHED SCHEDUL(E), (ED) MECHANICAL SD STORM DRAIN MEDIUM SF SQUARE FOOT MANUFACTURER SHT SHEET MANHOLE SIM SIMILAR MINIMUM SO SQUARE MISCELLANEOUS SS STAINLESS STEEL, SOLID SURFACE MASONRY OPENING STD STANDARD METAL STL STEEL STN STAIN(ED) SUSP SUSPEND(ED) SWM STORMWATER MANAGEMENT FACILITY SY SQUARE YARD W WATER LINE (EX. / PROP.) -r BENCHMARK SS SANITARY SEWER LINE (EX. / PROP.) SD- STORM LINE (EX. / PROP.) ^G GAS LINE (EX. / PROP.) OHE OVERHEAD ELECTRIC (EX. / PROP.) UGE UNDERGROUND ELECTRIC (EX. / PROP.) OHT OVERHEAD COMMUNICATIONS (EX. / PROP.) UGT UNDERGROUND COMMUNICATIONS (EX. / PROP.) PED❑ UTILITY PEDESTAL ❑T TRANSFORMER 0/516 SINGLE / DOUBLE WATER METER A GATE VALVE © GAS REGULATOR © GAS METER @E ELECTRIC METER BASE © OUTDOOR WATERPROOF ELEC. JUNCTION BOX O3 # OF STEPS o-- TRANSITION ON SIDEWALK (MAX. 1:12) +FN. +FH-++ CURB PAINTED AND LABELED "NO PARKING FIRE LANE" BOUNDARY / RIGHT-OF-WAY LINE SETBACK LINE EASEMENT LIMITS 670 CONTOUR LINE (EX. / PROP.) (--3:1-- F2.50% DEGREE / DIRECTION OF SLOPE 479.70 SPOT ELEVATION - - - - DITCH / SWALE - - - - WATER COURSE X LF OF V PVC X% = _ _i CONDUIT CG-2 VDOT STD. HEADER CURB CG-6 VDOT STD. CURB & GUTTER CG-12 VDOT STD. HANDICAP RAMP A3 STORM STRUCTURE ID X TO BE REMOVED (ON DEMO PLAN) DETAIL CALLOUT SECTION CALLOUT ELEVATION CALLOUT LINO UNLESS NOTED OTHERWISE UP UTILITY POLE V VERT VERTICAL VCP VITRIFIED CLAY PIPE VIF VERIFY IN FIELD W W WEST, WIDE, WIDTH W/ WITH W/O WITHOUT WD WOOD WE WATER ELEVATION WM WATER METER WM(S) SINGLE WATER METER WM D DOUBLE WATER METER WT WEIGHT WV WATER VALVE X u YD YARD DRAIN YH YARD HYDRANT Z GENERAL NOTES: PERFORMANCE STANDARDS: 1. ALL SITE WORK AND ALL IMPROVEMENTS SHOWN ON THESE PLANS ARE REQUIRED TO BE PERFORMED AND / OR INSTALLED. UNLESS SPECIFICALLY ITEMIZED AS "NOT INCLUDED IN CONTRACT" IN THE OWNER / CONTRACTOR AGREEMENT, THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND / OR INSTALLING ALL SITE WORK AND IMPROVEMENTS SHOWN ON THESE DRAWINGS, INCLUDING ANCILLARY EFFORTS AND WORK NORMALLY ASSOCIATED WITH SPECIFIED IMPROVEMENTS. 2. CALL MISS UTILITY (1-800-552-7001) PRIOR TO ANY LAND DISTURBING ACTIVITY. UTILITIES SHOWN ON THESE PLANS ARE REPRESENTATIONS OF DATA MADE AVAILABLE TO THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD CONFIRMED. EXPLORATORY EXCAVATIONS MAY BE NECESSARY TO CONFIRM THE EXISTENCE OR NON-EXISTENCE OF CERTAIN UNDERGROUND FEATURES. 3. THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES PRIOR TO COMMENCING THE WORK AND SCHEDULE / ATTEND ALL REQUIRED PRE -CONSTRUCTION MEETINGS. THE CONTRACTOR SHALL CONFIRM THAT ALL BONDS HAVE BEEN POSTED AND PULL ALL PERMITS. THE CONTRACTOR SHALL MAINTAIN THE PERMITS AND AN APPROVED SET OF THESE WORKING DRAWINGS AND PROJECT SPECIFICATIONS ON -SITE AT ALL TIMES. 4. THE CONTRACTOR SHALL ENSURE THAT HIS / HER WORK IS PROPERLY COORDINATED WITH THAT OF THE OTHER TRADES ON -SITE. 5. UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONDITIONS THAT CONFLICT WITH THE PROPER EXECUTION OF THESE PLANS. THE ENGINEER SHALL DETERMINE THE NATURE AND DEGREE OF CHANGES NECESSARY, AND THE CONTRACTOR SHALL PROVIDE A COST FOR SAID CHANGES. NO CHANGES ARE TO BE MADE WITHOUT THE WRITTEN CONSENT OF THE ENGINEER. 6. THE SITE WORK IS TO BE LAID -OUT ACCORDING TO THE DIMENSIONS ON THESE PLANS. SCALING OF THE PLANS IS NOT ACCEPTABLE. CONTACT ENGINEER IF THERE ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK. BECAUSE ARCHITECTURAL DESIGN MANY TIMES CONTINUES AFTER SITE PLAN APPROVAL, STRUCTURAL INFORMATION REFLECTED ON THESE DRAWINGS MAY NOT REPRESENT FINAL ARCHITECTURAL DIMENSIONS. PRIOR TO STAKEOUT OF ANY STRUCTURES, SURVEYOR AND / OR CONTRACTOR SHALL OBTAIN FINAL ARCHITECTURAL DRAWINGS AND CONSULT WITH ENGINEER REGARDING EXACT PLACEMENT OF BUILDINGS ON SITE. 7. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND FEATURES REPRESENTED ON THESE PLANS TO THE BEST OF HIS / HER ABILITY. THE CONTRACTOR SHALL ALSO VERIFY, BY STAKEOUT, THE RELATIONSHIP OF ALL MAJOR SITE IMPROVEMENTS TO EXISTING SITE CONDITIONS AND FEATURES AND NOTIFY ENGINEER OF ANY DISCREPANCIES, ERRORS AND OMISSIONS BEFORE PROCEEDING WITH THE WORK. 8. THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR SITE CONDITIONS, THE SAFETY OF HIS / HER WORKERS AND THOSE ASSISTING HIM / HER WITH SUPPLYING OR EXECUTING THE WORK, AND THE SECURITY OF PROPERTY HE / SHE IS STORING ON -SITE. THE CONTRACTOR IS NOT LIABLE FOR THE SAFETY OF THOSE WITHIN THE BUILDINGS OR WORKING ON THE BUILDINGS, NOR IS HE / SHE RESPONSIBLE FOR SECURING THE PROPERTY OF THE BUILDING CONTRACTOR OR THEIR ASSOCIATED TRADES. HOWEVER CONTRACTOR IS REQUIRED TO MAINTAIN A CLEAN, ORGANIZED AND SAFE SITE, AND IS THE FINAL AUTHORITY AS TO THE LOCATION, PLACEMENT OR STORAGE OF ANY AND ALL MATERIALS, EQUIPMENT, VEHICLES AND TEMPORARY STRUCTURES USED DURING CONSTRUCTION. NEITHER THE OWNER NOR ENGINEER SHALL BE HELD RESPONSIBLE FOR THEFT, DAMAGE OR INJURY ON -SITE DURING CONSTRUCTION UNLESS IT IS DUE TO TO THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 9. THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND DEMARCATE THEM CLEARLY PRIOR TO COMMENCING GRADING OF THE SITE. ALSO, THE CONTRACTOR SHALL INSTALL ALL SEDIMENT AND EROSION CONTROL MEASURES THAT CAN LOGISTICALLY BE PLACED BEFORE GRADING COMMENCES. 10. DURING THE INSTALLATION OF UTILITIES TO SUPPORT THE PROJECT, THE CONTRACTOR SHALL MAINTAIN SERVICE TO NEIGHBORING PROPERTIES. DAMAGE TO LINES OR INTERRUPTIONS OF SERVICE SHALL BE IMMEDIATELY REPORTED TO THE SERVICE PROVIDER AND ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REPAIR AND RESTORATION OF SERVICE. 11. ALL EXISTING IMPROVEMENTS ADJACENT TO THE PROPERTY, SUCH AS ROADWAYS, SHALL BE PROTECTED FROM DAMAGE DUE TO THE EXECUTION OF THE WORK. ALL REPAIR MADE NECESSARY BY THE CONTRACTOR OR THOSE ASSISTING HIM / HER IN THE EXECUTION OF THE WORK SHALL BE BORNE BY THE CONTRACTOR. 12. USE OF EXPLOSIVES IS EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE. IF PERMITTED, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ENGINEER PRIOR TO STORING OR USING EXPLOSIVES ON -SITE. ALL OTHERS SHARING THE SITE FOR CONSTRUCTION PURPOSES SHALL ALSO BE NOTIFIED. USE OF EXPLOSIVES SHALL BE CAREFULLY COORDINATED WITH ALL OTHERS SHARING THE SITE AS WELL AS VDOT AND ADJACENT OWNERS. 13. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN, AS DRAWN, MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR, THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 14. CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART OF THE REQUIRED PRE -CONSTRUCTION CONFERENCE. 15. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING RECORDS OF ALL TICKETS, CHANGES IN THE FIELD FROM THE APPROVED PLAN TO ASSIST IN CONSTRUCTION DOCUMENTATION AND USED LATER FOR BOND RELEASE EFFORTS. THESE RECORDS SHALL BE PROVIDED TO THE LANDSCAPE ARCHITECT, OWNER AND/OR ENGINEER AT THE FINAL PUNCH LIST AND PRIOR TO FINAL PAYMENT. QUALITATIVE STANDARDS: 1. ALL UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DISPOSITION DETERMINED BY THE OWNER WHILE THE EARTHWORK ASPECT OF THE SITE WORK IS STILL UNDERWAY. 2. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGEWAY OR DIRECTED TO A STORM SEWERAGE STRUCTURE. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND INASMUCH AS IS POSSIBLE SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. THE CONTRACTOR SHALL NOT BE RELEASED FROM RESPONSIBILITY FOR STABILIZATION OF THE PROPERTY UNTIL THE LOCAL AUTHORITY OR AGENT ISSUES FINAL APPROVAL AND AUTHORIZES DECOMMISSION OF EROSION CONTROL MEASURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING THE EROSION CONTROL BOND. 4. ALL SLOPES AND DISTURBED AREAS ARE TO FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1(HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. ALL SLOPES GREATER THAN 3:1 SHALL BE MATTED WITH VDOT EC-2 SLOPE STABILIZATION MAT. 5. PAVED, RIP -RAP OR STABILIZATION MAT -LINED DITCHES MAY BE REQUIRED WHEN, IN THE OPINION OF THE COUNTY AGENT. IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL PAVING AND DRAINAGE -RELATED MATERIALS AND CONSTRUCTION SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ALL MATERIALS TO BE USED IN STABILIZATION SHALL ALSO BE APPROVED BY ENGINEER. 7. FOR SPECIFICS REGARDING ASPHALT AND CONCRETE PAVING REFER TO DETAILS 8. FOR SPECIFICS REGARDING SPECIALTY PAVING REFER TO DETAILS. 9. SAFETY RAILING TO BE PROVIDED FOR ALL WALLS HIGHER THAN 4'. 10. ALL WATERLINE IS TO BE CLASS 52 D.I.P UNLESS OTHERWISE SPECIFIED. ALL WATER SERVICE LATERAL TO BE TYPE W COPPER TUBING AS A MINIMUM. 11. ALL SANITARY SEWER LATERALS TO BE OF SCHEDULE 40 PVC AS A MINIMUM. 12. CONTRACTOR TO REFER TO VIRGINIA STATE BUILDING CODE TO ENSURE THE PROJECT IS IN CONFORMANCE TO ALL APPLICABLE CODES. IN THE EVENT THE PLANS DON'T ADDRESS AN ISSUE CONTACT LANDSCAPE ARCHITECT FOR CLARIFICATION. 14. ALL WATER LINES, SEWER LINES AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. ADDITIONAL QUALITATIVE STANDARDS: 1. ALL CURBING SHALL BE VDOT STANDARD CG-2, UNLESS OTHERWISE NOTED. 2. ALL PARKING SPACES MARKED "HC" ARE TO BE DESIGNATED FOR HANDICAP PARKING VIA THE USE OF SIGNS AND PAINT SYMBOLS. THEY ARE TO BE 8' X 18' AND ADJACENT TO A 5' X 18' PAINT -OUT AISLE. ALL VAN ACCESSIBLE SPACES SHALL BE 1 V X 18' AND ADJACENT TO 5' X 18' PAINT -OUT AISLE. 3. LOADING AND DUMPSTER AREAS SHALL BE ACCESSIBLE AT ALL TIMES AND ARE NOT TO BE LOCATED BEHIND ANY PARKING SPACES. 4. PARKING TO BE 9' x 18' x 24' OR 10' x 18' x 20'. PARKING STALLS MAY BE REDUCED TO 16' WHERE A GRASS OVERHANG IS POSSIBLE. 5. PARALLEL PARKING SPACES TO BE 9' x 20' WITH A 20' MINIMUM AISLE WIDTH. 6. LOADING SPACES TO BE 12' x 25' WITH A 24' MINIMUM AISLE WIDTH. 7. ONE-WAY AISLES SHALL HAVE A MINIMUM WIDTH OF 12' UNLESS OTHERWISE NOTED. 8. PARKING AREAS ARE NOT TO EXCEED 5% GRADE IN ANY DIRECTION. 9. DUMPSTER PADS TO BE 1O' x 10'. AN ADDITIONAL 8' IS REQUIRED IN FRONT FOR WHEEL BEARING, TOTAL DEPTH IS 18'. 10. DUMPSTER PADS TO BE A MINIMUM OF 4" STONE BASE AND 6" CONCRETE OF 4000 PSI AT 28 DAYS, OR STRONGER, REINFORCED WITH A MINIMUM GRID OF #4 BARS AT 12" ON CENTER, OR STRONGER. 11. SIDEWALKS TO BE A MINIMUM WIDTH OF 5', EXCLUDING CURB, WITH A 4" CONCRETE SURFACE (3000 PSI AT 28 DAYS, OR STRONGER), 4" 21-A STONE BASE, WITH UNDERDRAINS (UD-4, ETC.) PER VDOT STANDARDS WHEN IN THE RIGHT-OF-WAY. 12. ALL STORM SEWERAGE SHALL BE INSTALLED IN ACCORDANCE WITH VDOT STANDARDS AND SPECIFICATIONS. ALL REINFORCED CONCRETE PIPE SHALL BE CLASS 3 UNLESS OTHERWISE NOTED. ALL HDPE PIPE SHALL BE ADS N-12 OR EQUAL WNDOT STANDARD PB-1 BEDDING. ALL PVC CONDUIT SHALL BE SCHEDULE 40. 13. ALL ROOF DRAINS, UNLESS OTHERWISE NOTED, ARE TO BE DIRECTED TO PROPOSED PAVED SURFACES SO THAT RUN-OFF CAN BE DIRECTED TO STORMWATER QUALITY FEATURES PRIOR TO ENTRY INTO THE PROPOSED STORM SEWERAGE SYSTEM. THE CONTRACTOR IS RESPONSIBLE FOR TYING ALL ROOF LEADERS INTO A MEANS OF TRANSITION INTO THE SITE STORM SEWERAGE PROGRAM. ROOF DRAINS DISCHARGES SHALL NOT CAUSE PUBLIC NUISANCES AND NOT BE DIRECT OVER SIDEWALKS WHENEVER POSSIBLE, BUT NOT IN ALL CASES. 14. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE. 15. ELECTRIC, TELEPHONE AND OTHER CABLED UTILITIES SHALL BE BROUGHT TO THE SITE VIA A SINGLE TRENCH WHENEVER POSSIBLE. ANY REQUIRED CONCRETE UTILITY PADS SHALL BE CONSTRUCTED BY THE CONTRACTOR, WHO SHALL COORDINATE WITH UTILITY PROVIDERS TO ENSURE PROPER SIZE, NUMBER AND PLACEMENT OF ASSOCIATED CONDUIT. 16. BUILDING OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH. CONTRACTOR TO CONTACT THE VA DEPARTMENT OF LABOR AND INDUSTRY (VDOLI) FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. SITE -SPECIFIC NOTES: 1. THIS SITE LIES WITHIN THE SOUTH FORK RIVANNA (BELOW RESERVOIR) PER COUNTY GIS. 2. BASED ON FEMA FLOOD INSURANCE RATE MAP (FIRM), MAP NO 51003CO287D, PANEL 278 OF 575, EFFECTIVE DATE 2/4/2005, THE PROPERTY LINES IN UNSHADED ZONE X AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. 3. THE LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR PULLING PERMITS RELATED TO A TRADE. ALL TRADES (I.E. ELECTRICAL, MECHANICAL, POOL, WALL, ETC.) SHALL BE RESPONSIBLE FOR THEIR OWN PERMITS AND COORDINATING WITH OTHER TRADES ON -SITE OR WITH THE GENERAL CONTRACTOR IN ORDER TO GET THE PERMIT FINAL INSPECTION APPROVED. 4. ALL ROOF DRAINS ARE TO BE TIED INTO A PROPOSED YARD/ROOF DRAIN SYSTEM. 5. ANY TRANSPLANTED STOCK TO BE STOCKED -PILED ON SITE IN A LOCATION OUT OF CONSTRUCTION ACTIVITY AREAS. STOCK TO BE MULCHED IN AND ROUTINELY WATERED BY CONTRACTOR TO ENSURE SURVIVABILITY. ALL FUTURE LOCATIONS SHALL BE COORDINATED WITH LANDSCAPE ARCHITECT PRIOR TO PLANTING. PLANTING SHALL BE PERFORMED AT A SUITABLE TIME IN ACCORDANCE WITH TYPICAL NURSERY PRACTICES. 6. ALL UTILITY CONDUITS SHALL BE LOCATED UNDER PAVING/HARDSCAPE SURFACES. CONTRACTOR TO VERIFY QUANTITIES AND SIZES WITH ALL SERVICE PROVIDERS PRIOR TO INSTALLATION AND ORDERING. ALL UTILITY PEDESTALS SHALL BE GROUPED TOGETHER. CONTRACTOR TO INSTALL ALL CONDUITS WITH PULL -WIRES AND EXTEND CONDUITS PAST BACK OF CURB OR SIDEWALK. TURN ALL CONDUITS UP (OR MARK) AND CAP UNTIL UTILITY PROVIDER HAS INSTALLED GENERAL SERVICE. 7. ALL STRUCTURAL FILL SHALL BE A MINIMUM OF 95% COMPACTED BASED ON A STANDARD PROCTOR TEST. 8. ON -SITE GEOTECHNICAL ENGINEER OF RECORD TO PROVIDE POST INSTALLATION REPORT CERTIFYING BEARING CONDITION AND FOUNDATION PREPARATION. 9. MAXIMUM RETAINING WALL HEIGHT ARE SHOWN ON THE GRADING AND UTILITY PLANS. RETAINING WALLS GREATER THAN THREE (3) FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING FOUR (4) FEET IN HEIGHT REQUIRE A STAMPED ENGINEERING DESIGN. 10. THE EXISTING VEGETATION OF THE SUBJECT SITE IS PREDOMINANTLY VOLUNTEERS, FEW CONIFEROUS TREES AND SEVERAL LARGER MATURE HARDWOOD TREES. 11. ALL INTERNAL ACCESSWAYS ARE TO BE PRIVATE WITH EASEMENTS DESIGNATED ON THE PLANS 12. ALL DRIVEWAYS SHALL CONFORM TO VDOT STANDARDS, UNLESS OTHERWISE NOTED ON PLANS 13. 5'-WIDE CONCRETE SIDEWALKS SHALL PROVIDE PEDESTRIAN ACCESS THROUGHOUT THE SITE WHERE APPLICABLE. ANY SIDEWALK SECTIONS LYING ON PROPOSED PRIVATE LOTS SHALL BE GIVEN OR GRANTED AN ACCESS EASEMENT AND MAINTAINED BY ANY APPLICABLE HOMEOWNER'S ASSOCIATION. 14. THIS PROJECT WILL BE DEVELOPED BY PHASES. SEE PLANS FOR SPECIFIC DETAILS. 15. UNITS ARE EITHER FOR SALE OR RENT. 16. WHENEVER APARTMENT -STYLE UNITS ARE INTRODUCED INTO A TOWNHOME SETTING, THE BUILDING(S) THAT OCCUPIES THAT SPECIFIC LOT WILL BE CONSIDERED A DUPLEX FOR BUILDING CODE PURPOSES. 17. ANY SITE IDENTIFICATION SIGNAGE DESIRED FOR THE DEVELOPMENT SHALL BE SUBMITTED AND FILED SEPARATELY BY THE OWNER / DEVELOPER. 18. MAXIMUM RETAINING WALL HEIGHT ARE SHOWN ON THE GRADING AND UTILITY PLANS. RETAINING WALLS GREATER THAN THREE (3) FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING FOUR (4) FEET IN HEIGHT REQUIRE A STAMPED ENGINEERING DESIGN. 19. MAIL WILL BE PROVIDED IN A CONGREGATE FASHION (I.E. IN KIOSKS OF GANG MAILBOXES). THESE WILL BE LOCATED IN DESIGNATED AREAS NOTED ON THE PLANS. 20. DUMPSTERS AND/ OR ROLL -OUTS FOR CURB SERVICE WILL BE PROVIDED. Oo a a r E E v r � u �� O N ' O O A a > v > > 05 e M N N }� O a v c c rn � co a v A a a U, N a a a rn V/a 33 .� Q a a �AA w 0 d 3 W YS a 3 m - � w E Z U a cm 0 U :3 o. Z J J �, ,Y Oct J y � r� c J Z , a � M � LL U 2 m m L z 0 U ^ Q Q c U c E co 0� E 0� Q c M a: i 0 O ;0 J L }� as !!^^ 0.2 VJ 0 �� a� L ` U O O � a 5( M� 0 L �1 `E w U Ev J O J ua o dm y 'N 02 O �1P J JAL o 0 �4c1 1� E t o J J i .y O W C1.4 d m N z U V71 �S c o L A� 5 �a C N O ao 'o L N O m N L to a o m ¢E� N Ew > (L c 00 z m as 'o N ` s� Z of Oa E N X. U zLu yd O � z 3. iiimoo �a <maN y� fA UU)Ow oa 0 coS20� a�i '-o-o tU Wo, o, y ,y p LL 2 �� d� s 0 mE`E W m ,A n o N v, a a o ILI .y O o E J O N W C Z E �� is I.- 0 CN 0 0 '�^ a Z v/ d V. I• O _ 6 Ey Z m LLI OR o N u 2 z- N QLLJ d _j ,^ 0 V i O U' a� ao a ■ �i O Z N Q Q W N a) t W c O ca W Y O O Q 0 O cn U O IZ X O Q O_ O ca cn L a) cn 0 OTHER STANDARD NOTES: ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES: RIVANNA WATER AND SEWER AUTHORITY GENERAL CONSTRUCTION NOTES (LAST REVISED APR 2016) 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 (29 CFR PART 1926). ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR STREETS: 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. 2. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 3. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 4. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 5. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 6. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 7. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 8. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 9. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 10. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 11. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 12. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 13. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 14. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. VIRGINIA HEALTH DEPARTMENT WELL ABANDONMENT NOTES (12VAC5-630-450) 1. WELLS CONSTRUCTED IN COLLAPSING MATERIAL SHALL BE COMPLETELY FILLED WITH GROUT OR CLAY SLURRY BY INTRODUCTION THROUGH A PIPE INITIALLY EXTENDING TO THE BOTTOM OF THE WELL. SUCH PIPE SHALL BE RAISED, BUT REMAIN SUBMERGED IN GROUT, AS THE WELL IS FILLED.\ 2. WELLS CONSTRUCTED IN CONSOLIDATED ROCK FORMATIONS OR WHICH PENETRATE ZONES OF CONSOLIDATED ROCK MAY BE FILLED WITH SAND OR GRAVEL OPPOSITE THE ZONES OF CONSOLIDATED ROCK. THE TOP OF THE SAND OR GRAVEL FILL SHALL BE AT LEAST FIVE (5) FEET BELOW THE TOP OF THE CONSOLIDATED ROCK AND AT LEAST TWENTY (20) FEET BELOW LAND SURFACE. THE REMAINDER OF THE WELL SHALL BE FILLED WITH GROUT OR CLAY SLURRY. 3. BEFORE THE WELL IS PLUGGED, IT SHALL BE CHECKED FROM LAND SURFACE TO THE ENTIRE DEPTH OF THE WELL TO ASCERTAIN FREEDOM FROM OBSTRUCTIONS THAT MAY INTERFERE WITH PLUGGING (SEALING) OPERATIONS. 4. THE WELL SHALL BE THOROUGHLY CHLORINATED PRIOR TO PLUGGING (SEALING). 5. OTHER ABANDONMENT PROCEDURES MAY BE APPROVED BY THE DIVISION ON A CASE BY CASE BASIS. 6. CONTRACTOR TO CONTACT THE LOCAL HEALTH DEPARTMENT WITH ADDITIONAL QUESTIONS AND DIRECTION PRIOR TO CAPPING ANY WELL THAT ISN'T NOTED ABOVE. IN ALL INSTANCES, CONTRACTOR TO FOLLOW THE LATEST WELL ABANDONMENT PRACTICES. 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER AND SEWER CONSTRUCTION STANDARD -VERSION 1.0, ADOPTED IN DECEMBER 2015, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES. 2. RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION. A PRECONSTRUCTION CONFERENCE SHALL BE HELD WITH RWSA PRIOR TO START OF ANY WORK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 4. RWSA ENGINEER (VICTORIA FORT AT (434) 977-2970 EXT. 205) SHALL BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION 5. ALL WORK IS SUBJECT TO THE INSPECTION BY RWSA STAFF. NO TIE-INS TO THE EXISTING SYSTEM SHALL BE MADE WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR RWSA HOLIDAYS WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. 6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE -TESTED BEFORE A CONNECTION IS MADE TO THE SYSTEM. 7. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER 8. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. NO GRADING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. 9. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND RWSA APPROVAL OF THE BLASTING PLAN. GROUND MONITORING DURING BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. FOR BLASTING WITHIN 100 FEET OF ANY OPERATIVE RWSA SEWER LINES, BYPASS PUMPING AND/OR PRE- AND POST -CCTV MAY BE REQUIRED. RWSA MAY ALSO REQUIRE CERTIFICATION FROM A LICENSED PROFESSIONAL ENGINEER STATING THAT THE PROPOSED BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES. DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 10. THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS, WHEN A CROSSING IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING PIPE. THE AREA OF THE CROSSING SHALL BE BACKFILLED WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE. 11. NEW WATER MAIN INSTALLATIONS SHALL BE TESTED, CHLORINATED, FLUSHED AND WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO PREVENT ANY CONTAMINATION OF THE PUBLIC WATER SYSTEM. 12. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE. 13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC. 14. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. ACSA WATER AND SEWER GENERAL CONSTRUCTION NOTES (LAST REVISED SEPT 14, 2021) 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 16. PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTION DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT REVISION OF THE ACSA RULES AND REGULATIONS. 17. A DEED OF EASEMENT AND EASEMENT PLAT FOR THE UTILITY EASEMENTS, APPROVED BY THE ACSA, SHALL BE RECORDED PRIOR TO ANY WATER AND/OR SEWER SERVICE BEING ESTABLISHED. STANDARDS AND SPECIFICATIONS: REGULATORY/PERFORMANCE NOTES: 1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2016. 2. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED 2016. 3. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992. 4. INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 7TH EDITION. 5. VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS. 6. ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS REGULATING THE CONSTRUCTION AND EXPANSION OF THE WATER AND SEWER SYSTEMS WITHIN THE COUNTY OF ALBEMARLE, VIRGINIA, LATEST EDITION. 7. INTERNATIONAL CODE COUNCIL AMERICAN NATIONAL STANDARD, DATED 2003. 8. SOIL SURVEY OF ALBEMARLE COUNTY, DEPARTMENT OF USDA; DATED 2003. 9. VIRGINIA STATE BUILDING CODE (ICC ANSI Standards At 17.1-2009) OR WHATEVER IS IN EFFECT WHEN A BUILDING PERMIT IS OBTAINED. 0 O a m O N n E E h 0 0 •� y a U O A OVO 'O O a y c c OI m L N a _ '�N 'y c a a N a a a E rn Q1 e� 3a •� ¢ a m W 'iY5 3 � y E Z V a c m 0 o. Z J J �0 �� Q Y J a� c �Y J Z c`6 �„ �m M c Q W am a Y� L z m zz O iJ H Q Q4-1 U z c: 0� E 0� a Q c 4-1 N �U O oa M 06 j a� L �m •� c a Cv � - u 3 co�W E r O d J O J U 0 o' z= d� dm y _y c a as a y Ea T N c 3 as TW V N N I mr � � a S r Z N H m ow o at a m �a 3 N N o a a L N O m m N i a o � a_ Ta Q E E 5.N > ILc m 013 m a 2 (n a a 0 0 r N a c $ Z of 0 N N L m n r � y U F � a 0 Luy r wp00 �y a¢ Jjay m� fn U a Z y a Q y' U mm a s li 1.O y y Oa a � a 3 0 ya =W W y n o ( ) r c m o T y W " n W a T d 3 d o 0 M a3 Z m E O Ey Z (n a m ,y � � d LL w a O = Z 0) Lu U) N as E J d i W A N *6, 0 O 0 L N m T a ZH as a ■ u! O z N Q W N a) s W c O R3 W Y O O Q 0 O O Cn U O li X O Q O- O Cn 3 w L a) Cn 0 PROJECT DATA: OWNERIDEVELOPER: SECTION 20C RIO 29 FORM -BASED CODE OVERLAY DISTRICT REQUIREMENTS PARKSIDE I, LLC 690 BERKMAR CIRCLE I CHARLOTTESVILLE, VA 22901 APPLIED TYPOLOGIES STREETS = AVENUE PLACE = FLEX APPLICANT: A&A LIMOUSINE 677 BERKMAR COURT I CHARLOTTESVILLE, VA 22901 SITE LOCATION: ON BERKMAR DRIVE BETWEEN W. RIO RD AND AND WOODBROOK DR. CLOSEST KNOWN ADDRESSES ARE 3150 BERKMAR DRIVE (VOLVO DEALERSHIP) NO PHYSICAL ADDRESS HAS BEEN ASSIGNED. ZONING RELATED INFORMATION LEGAL DESCRIPTION: TM 45 PARCELS 94A1. A2 OVERLAY DISTRICTS: ENTRANCE CORRIDOR AIRPORT IMPACT AREA STEEP SLOPES PLACES29: RIO SMALL AREA PLAN COMPREHENSIVE PLAN: URBAN MIXED USE, COMMUNITY CENTER WATER SERVICE: ALBEMARLE COUNTY SERVICE AUTHORITY- JURISDICTIONAL AREA SEWER SERVICE: ALBEMARLE COUNTY SERVICE AUTHORITY- JURISDICTIONAL AREA EXISTING APPROVALS AND HISTORICAL NOTES EXISTING APPROVED SITE PLAN: SDP200600020. DATED 4/29/2008 EXISTING ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD); ZMA2003008 WITH A CRITICAL SLOPE WAIVER (NOW REFERRED TO AS MANAGED SLOPES). A MANDATORY PRE -APPLICATION MEETING (PREAPP202200007) WAS HELD ON 8/22/2022. SURVEY INFORMATION SOURCE OF PHYSICAL, TOPOGRAPHIC AND BOUNDARY SURVEY: COMPLETED BY TIMMONS GROUP. DATED 5/19/2022. DATUM: NAD 83 (NA2011), VIRGINIA STATE GRID, SOUTH ZONE BENCHMARK: ESTABLISHED THROUGH NETWORK GPS (LEICA SMARTNET) OBSERVATIONS THIS SITE LIES WITHIN THE SOUTH FORK RIVANNA (BELOW RESERVOIR) PER COUNTY GIS. BASED ON FEMA FLOOD INSURANCE RATE MAP (FIRM), MAP NO 51003CO287D, PANEL 278 OF 575, EFFECTIVE DATE 2/4/2005, THE PROPERTY LINES IN UNSHADED ZONE X AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. PROPOSAL: PURSUANT TO SECTION 20C OF THE ZONING ORDINANCE, THE PROPOSED PLAN FOR PHASE 1 OF THE DEVELOPMENT IS BEING DEVELOPED IN ACCORD WITH THE RIO 29 FORM BASED CODE OVERLAY DISTRICT. A SPECIAL EXCEPTION, SE 2022 IS INCLUDED WITH THE MAJOR SITE PLAN AMENDMENT FROM RELIEF OF THE REQUIREMENT UNDER SECTION 20C.2.13 (3). PROPOSED USES: MIXED USE BUILDING NON-RESIDENTIAL: AUTO WAREHOUSING/STORAGE: 1,872 SQUARE FEET OFFICE: 2,080 SQUARE FEET TOTAL: 3,952 SQUARE FEET RESIDENTIAL: MULTI -FAMILY RESIDENT IAUAPARTMENTS: 2 UNITS (1 BEDROOM UNITS) VEHICULAR PARKING REQUIRED: PROVIDED: 3,952 SQ. FT. /1,000 SQ. FT. = 4 SPACES 8 SPACES (INCLUDING 1 HANDICAP SPACE) (1 space / 1, 000 SF of non-residential space) 2 UNITS X 1 SPACE/UNIT = 2 SPACES (1 SPACE/RESIDENTIAL UNIT) BICYCLE PARKING REQUIRED: PROVIDED: SHORT-TERM: 1.2 SPACES 2 SPACE VIA BIKE RACK (1 space/4,000 square feet of non-residential + 0.1 spaces per bedroom) LONG TERM: 2 SPACES 2 SPACES WITHIN APARTMENT BALCONY OR PATIO/AMENITY SPACE (1 space/10, 000 square feet of non-residential + 0.5 spaces per bedroom) ITE DATA: Flex Minimum height: 2 stories Maximum height: 4 stories Building height' Bonus factors: Up to 5 stories may be permitted when Bonus Categories are provided under section 20C.12 Affordable Housing Requirement) Ground floor height measured floor -to -floor Not required 200-400 feet Block length Blocks longer than 300 feet m ust feature at least one m id -block alley or pedestrian passage. Build -to range 0-10 feet Maximum average distance between ground floor 75 feet pedestrian entrances ' Building height is measured pursuant to section 3.1. AVG. WEEKDAY WEEK DAY AVG. AVG. CODE 1 LAND USE Propose dGFA2 # of UNITS WEEKDAY TRIPS (VPD) PEAK HOUR AM (VPH) PEAK HOUR PM (VPH) SATURDAY TRIPS (VPD) SUNDAY TRIPS (VPD) 1.71 0.17 0 0.15 0.05 150 Warehousing (1,000 SF GFA) 1872 0 3 0 0 0 0 0 220 Multifamily Housing (Low Rise) NA 2 6.74 0.4 0.51 4.55 0.41 13 1 1 9 1 10.84 1.52 1.44 2.21 0.53 710 General Office Building (1,000 sfGFA) 2080 0 23 3 3 5 1 TOTAL 3952 2 26 3 3 5 1 Notes associated with the assumptions above: 1. Based on Institue of Transportation Engineers (ITE Manual), Trip Generation, 11th Ed. 2. Based on the proposed site plan. PROPOSED 2 Stories (26' MAX) N/A N/A 1-5' N/A LAND USE DATA: SF AC % BUILDINGS: 3,952 0.09 25% ROADS/SIDEWALKS: 9,342 0.21 58% Paved Parking (Impervious) / Roads: 0 0.00 0% Pervious Parking / Sidewalks: 9,342 0.21 58% PERVIOUS AREAS/OPEN SPACE: 2,823 0.06 18% TOTAL SITE ACREAGE: 16,117 0.370 100% NOTES: 1. Paved Parking/Roads section above includes Permeable Pavement areas. O O a m O N n E E h 0 0 O O O L G> N O O o 2 y c c c a a a a a rn •� ¢ a m W 'iY5 a 3 1p - -� a E Z iJ ao c m 0 Z �� Q Y J Q> c Y JZ W � �` M c a q W O/ a ; Y� L z M zz O iJ 4-1 H Q Q U O E O a Q C N a y T+ L� d J O oa ,`\/ O CO U O O j a in L �m •� c a Cv � - u 3 ca�W E r O d J O J U a o 'a d� dm y N c a as a y Ea T N c 3 as T W ^` J,j o C V N N I mr � � a S r z N H m aw IC/Of1/. 1lG'� c o at a m �o 3 N N o a L N O m m N i a o d a- Ta Q E E m N > D_ cm 013 ° a 2 (n a 0 0 r N a c $ Z of O N N L m n r F a zWrn V, onz w000 Ny a¢ Lay yS (n a Z U) U a Q U mm y _y as 0 y y ' Oa a � a 3 Qya =W W n o U) ;= c Q mo T y W " n W c a/ T a d 3 d o 2 3 Z m E O Ey Z M s 0' O Q W a,6 U) 2 Z � fq LU /C) J z i W W w 6 V /^ •^ Q N O O a a ■ 0 IN TMP 45-94AO SCT RIO HILL, LLC D.B. 4134, P 199 ZONED PDSC SS MH 1® \ I l\NbS / I \ I I N / /r / / SPA / / SPA / / /SPg" FIRE < HYD APPROXIMATE MANAGED SLOPES do LP co c-j�� \ 1 \ ® I MHdon WV WVooks d� SS MHi j i s� Q (\ytL 000 EX. FHA #1 \ VARIABLE ' \ / �y /� ' - WIDTH - TELE;; ; , ' >,. 53` ! / • i % il�� \ (APPROX. 30) /� 60 PSI TEST (2020) ; DRAINAGE ESMT / ��� _ Vie- SPED602�,ZA i r / j/,i j %/.;I' \ 14" POP I �- D.B.3116,P294 -� ,-- ''/'�' ;' / 'ssy l o• ' / WM \ \ ' - - - - - 'ry VARIABLE WIDTH 30 VEPCO ESMT / _ _ _ D.B. 1029, P 54 l i �' � - - - - � - � � , , � � - --- _ ACCESS ESMT � ! Z,) LONO �/�� � i� �;� -/ �,'' / I 14�� WO \ LP � I D.B.3116,P294 j '9mco � '� L \ LP ri �'�'r 'i ' ', ,;'! / 1 VARIABLE WIDTH `\ :A WATER WATER ESMT \\ \ 0% \ ` / �GP D.B. 1439 P 398 l i� /28"BEECH-----_- _ -- �_ �i '// ' ? r / \\\ 'ram (13)2" l / --- -- ' / �' /' S14055'45"W 255.9T = - - /�'\' '� < ';r / v \ \ LLEX. HOLLY /IWV 4`1 `� 14"MAP r / I� 14"MAP \lar\, \ -� oc 12"MAP, 30"W0 1\\ �cP` LP _ ___-- x 12"POP// iJ .SS MH r " - ■' _ T - - <MH ACCESS, PARKING ' / / �/ KKKt mac\' �- / /' i / / / /,.'' / -' I /t • 1 N O�♦ \ I & RECREATION DEC TMP PARKSIDE I, L OT D2 _ _ - BM381 93 LO P TMP 45-94A1 (LOT D1) \ i — - / <- m' _ - - D.B. 3116, P 310 VESTING / �L�, /: / )___ PARKSIDE I LLC ` \ \ O C&G ■ (VESTING) 14 WO nD.B.3 16, P 310 (VESTING) \\ - -'u 'CO _ - 20 DEC — P( /I I 1 ( - - _-� D.B. 3116, P 306 (PLAT) _ - , ' ' /'� D.B. 3116, P 306 (PLAT) \ \ ♦ - l 1 �_--- ram■ 20"DEC -- ZONED NMD --- - _ ,'/ / %' '/ / 36"WO \ _ t -( ) - - - - - - / / // ZONED NMD 0.680 ACRES SURVEYED i / // /---,1-/ ----- r 0.398 ACRES (SURVEYED) \ \ \ \✓ , ' J cv) 20' CNTRL TELE I _ _ _ - 20' DRAINAGE ESMT - - - - _ _ - / 14 POP �s/ I ACSA ESMT VEPCO ESMT ESMT �■ I _ D.B. 1210, P 165 - - _ _ - y D.B. 3665, P 222 D.B. 1259, P 215 \\ \ ♦ i D,B, 1028, P 607 _ _ _ J _ 1------ D.6.3665 P204 ----- - - - RWSAESMT - _ - - ,-' - -- �'-----= _--- -�-- -- --- -- cp R=1250.3T ° " \ - _ _ _ _ _ - - _ _ - _ _ _ N14051'10"E 268.66' (TOTAL) N14 5801E 154.71 (TOTAL) - - L=77.23' --- - -------- - ----- - - - J / -Iti C&G _�-------- ---- - — _---- _--"C&G _ J - ' T=38.63' - - - - - - - - - 4=3°3220" EP / / EP \ \ C=77.22' 528.62+/- / S a ENTRANCE TO - - - - m AGNOR-HURT E.S. _ O � - - - I / / 0 1 A Existing Conditions Plan G005 0 X 0 Q O_ 0 0 I a cz a w i a� SWL SYL \ BERKMAR DRIVE VARIABLE WIDTH RAN DB 3116, PG 307 SYL SWL TMP 45-94 CMA PROPERTIES, LLC D.B. 1124, P 245 ZONED R6 TREE KEY TMP 45-173 CMA PROPERTIES, LLC D.B. 3611, P 616 ZONED HC #3150 BERKMAR DRIVE DEC DECIDUOUS MAP MAPLE POP POPLAR WO WHITE OAK EX. SIGN / / < ENTRANCE TO VOLVO OF CHARLOTTESVILLE / EX. FHA #2 \ (APPROX 100') 0 10' 20' 40' L z M zz Q cl) U 0�� E O � Q 0 � U J }� as 0 0 00 0 a� �m .� 0 C y N M =W W J �a U `e a N N Ea � 3 ti4G -d I� w`o w c O N d W O W N d c W 2r z c� w 4_ >d L) � T �g L00 N O m c 0 m nE Q EN Ern j a 00 -° Z U) n a N � � Z of ON C N N N � i F_ U% N 2 W O , Z ° wa00 9a <�aN w0 N V N O W o a Z N N O a e a (� as O y y LL N � w . C Q y2 w T y a w n � I— N ON O O �$ Z Lc) � W E d OQ U w a O W n o (n 2 z.0 N cn III N Q (9 .X O a W F- as a / DEMOLITION NOTES: TMP 45-94AO / / 1. EXISTING EASEMENTS ESTABLISHED ACROSS TMP 45-94A2 (LOT D2) WILL BE SCT RIO HILL, LLC /SPA VACATED AND REPLATTED AND RECORDED TO RESPOND TO THE ® D.B. 4134, P 199 / PROPOSED IMPROVEMENTS. ® ZONED PDSC / / EASEMENT EX.REFERENCE SS MH f �9 sP�/ 20' CNTRL TELE D.B. 1028, P 607 ® Nib pig / 30' VEPCO D.B. 1029, P 54 ACCESS PARKING/REC D.B. 3815, P.93 LIP yP \N I / �� \ MP \ SSMH Cb -LP VARIABLE 1 — WIDTH TELE/ DRAINAGE ESMT CQ - - - - ; S\PED 14" POP I D.B. 3116, P 294 / I 30' VEPCO ESMT ' ' VARIABLE WIDTH M ----- y — ACCESS ESMT ' / k '' - / ' / '/ D.B. 1029, P 54 / /; / / 14 WO LP � TO BE VACATED > �j'/ / - _ _ _ - - _ — - D.B. 3116, P 294 ; ; / j ,1 ///� j m z ) L I LP / AND REPLATTED - - - /�I / 0 0 VARIABLE IDTH LuLu a WATER ESMT -- _ - _ z O D.B. 1439, P 398 _ - - 28"BEECH -------- �;� / / �a - - (13)2" l /�' \ OQ EX. HOLLY 14" MAP / � Q 4 r �1 oc ® / 7 1 AP 1 �, 1'MA 30"WO LP Lu J -SS MH I T i i , - ' _ - - - _ _ \ <MH ACCESS, PARKING 12" POP cn \ J & RECREATION TMP 45-94A2 LOT D2 - ESMT �, " T - v w / ( ) _ / 16 MAP ` N TMP 45-94A1 (LOT D1) / LOT TO BE ADJUSTED — D.B. 3815, P93 fi / j o � -,.1`20 DEC - TO BE VACATED / / ' 0 LOT TO BE ADJUSTED C&G _ FUTURELOTIMPROVEMENTS \ - _ — _ I _ - - - 20" DEC — AND REPLATTED '/ , WO cn r ANY FUTURE LOT IMPROVEMENTS, - - _ - - - - T N SEPARATE OAPPL CAT ONRM BASE E / Q (IN THE SHADED AREA) MAY 0 DEC REQUIRE A SEPARATE / APPLICATION 20' CNTRL TELE I _ _ — _ _ — ' /� / 14" POP ACSA ESMT \ V 20 DRAINAGE ESMT - _ _ _ - / i VEPCO T \ J ESMT — — D.B. 1210, P 165 — /, - D.B. 3665, P 22 D.B. 1028, P 607 — / / �- — D.B. 1259, TO BE RWSA ESMT ADJUSTED AND -- D.B. 3665,P204 ��--------- ----- 1 ----- -- -- = REPLATTED _ TO BE VACATED - - - - - - - - - AND REPLATTED — — 6(35 MPH) ------------------ _ -------- - — C&G / - — EP------- ----EP --- — — — — — - ' EX. TREES TO BE REMOVED IN ' THIS AREA- SEE GRADING PLAN BERKMAR DRIVE VARIABLE WIDTH R/W DB 3116, PG 307 ' N a c ENTRANCE TO AGNOR-HURT E.S. r _. NHS— )�I/�(/r MI O I/ j O A Demolition Plan G006 O L ■ / RELOCATE SCHOOL SIGNAL — — — IF NECESSARY EX. CURB AND GUTTER TO BE DEMOLISHED IN THIS AREA TO ALLOW FOR VDOT COMMERCIAL ENTRANCE TMP 45-94 CMA PROPERTIES, LLC D.B. 1124, P 245 ZONED R6 / TREE KEY TMP 45-173 CMA PROPERTIES, LLC D.B. 3611, P 616 ZONED HC #3150 BERKMAR DRIVE DEC DECIDUOUS MAP MAPLE POP POPLAR WO WHITE OAK EX. i SIGN / / a U ir) ENTRANCE TO VOLVO OF CHARLOTTESVILLE / / 1 0 10' 20' 40' z L z M 0 0 •zz O CL Q cl) U Q) C 0 E 0� Q w Q C Q) 0 � �U J 4-J L as 0 � s 0 a� .� 0 Q) A �-2 `l C y W _ O u 3 M ow �LI J �a U O 9 N N N � Ea � 3 m aW E a o w s N m $ O W N d 'w cn S2,00 � LST �a 0 L y N O a0 �� � d <E� N E rn > d 00 -° Z U) o a �o N � o Z o E ON C N N N � i F- U Z W O-)Z wo00 9a a > N U U)0 W o 0 Z U) Q e Q a (� 0 y 2 LL N � W 12 ae y L C Q Q yO_ W T y 3'E J yg W T _ N O O M m E mE N 0 a ~ p> w �w a O== Z� Lu O v E Lu J d� Q w A\ z IfLiVL O L N O V/ T a H ao d ■ 3 a C m a r 0 0 U) a� N 0 0 m ' V/ Y O O 0 0 O U) U O L 0 Nor PROPOSED BUILDING L�d �) PHASE 1 0 ---- —— ———————————— — — — — —— SDL=440'(35MPH) -- -- ENTRANCE TO AGNOR-HURT E.S. A mo Phasing Plan , J— DRIVE PHASING NOTES: 1. IMPROVEMENTS SHOWN IN PHASE 2 REPRESENT PREVIOUSLY APPROVED SITE PLAN SDP 2006-020 AND ZMA 2003-008. i PHASE 2 (NEW TMP 45-94A1) SUBJECT TO CHANGE TMP 45-94 CMA PROPERTIES, LLC D.B. 1124, P 245 ZONED R6 TMP 45-173 CMA PROPERTIES, LLC D.B. 3611, P 616 ZONED HC #3150 BERKMAR DRIVE 0 10' 20' 40' Z Z V c m Z J J �� J J Z = m 01�' QQW LL U L 0 O U C N O 0 O O L N O O f% N O <E� N N a 0 0 z Un N z LoudJ O-)z QLay U)y 9 0 Lu w H Q H m `• ti 0 0 C9 m U a) Q M N -Q all E 0 r w m T J oa U O O O� Lo a m= �m � m �a c w a m c10i 3 �a ww U E� J �a U O D d w w C N E Ea NT 3 a 0 0 O = E o o *6 H m m H� O w � C p� J Lq L_G U S � T Q pJ OE n d m v O T � Ern y w as �o _ Z of Ow C w N " n i x d L w C5 � O w � ¢ r W Z oa FS o O 16.00 U O w w N 2 LL �E W n o (n L C Q Q yO_ W T y 3'E J yg W s= � T _ N O O O TjC J E N E Z w g a c/) Zm 0w v E Z y N S I^ N O v L N O T IfLiVL a =ao a ■ 75'-8' 22'-0" 51'-8" PEST FLOOR PLAN 0 5'-2" metal building construction 30'-0" 2' — 12'-0" 2'— 1 /4"1'0" 00 O I O N Ln Ln L O 0 U N• 0 Lm C N O 000 N N .r N O N L d '.00 E O N N >a 00 z rn 0 W N 0 ' Z J LU N �a U) U—) O LU zj= W` V% N o= n z (TO 0j''� F U U i 0� 0 � I.L � W � 4 0 co 0 Ca a� 0 L W 0 LLJ O''_^^ V! J N � O @L U N O mt C " n QL U � C L N 6 y CL 0 J U qL C U COO L N � U N Et `o U Q C C U N N N dY N � N E L C T L C N N 2 d O 0 C O O E is o N T t F 7 C � - C U N N N '- :r 3 J , 0, N 0 01t C .. t 3 U T V � � n �o 0 o L n� � O a � N � O E .y N N c N of N C N L E c E O N L C N � N a N N d N N " N O N Q v y O U N N `- C L O ` N Q N C N N C N y Y N c V N N OI N C 9 C - C N N C = N E 6 L C O� O T N E N 4 C T N a y 3 d 'O O L n 3 m E � m N T E N o � ¢`o N m Z c N N 2 E N � :s N N � L N � T �a ;a8 Z 0 r V LL F- Z 0 V 10, 1L ,W V+ Q W J W F- 0 Z Z a U) U) W 0 a ■ 75'-8" 22'-0" 51'-8" SECOND FLOOR PLAN 0 metal building construction 1/4"1'- 0 I N Ln L O 0 U N• 0 Lm C N O 3 N N 0 O O L N O L d '.00 E O w N >a 00 z (n 0 W N 0 ' Z J LU U) �a U) 0—) O LU zj= W` Q V% N o= n z (TO 0j''� F U U N a� OO _O W w O� O / @L U N O mt C " n QL U � C L N 6 y CL 0 J U qL C U COO L N � U N Et `o U Q C C U N N N dY N � N E L E L T L C N N 2 d O 0 C O O E is o N T t F 7 C � - C U N N N '- :r 3 J , 0, N 0 01t C .. t 3 U T V � � n �o 0 o a n� � O a � N L O E .y N N c N of N C N L E C E O N � C N � N a N N d N N " N O N Q v y O U N N `- C L O ` N Q N C N N C N y Y N c V N N OI N C 9 C - C N N C = N E na a C m a T � E N 4 C T N a y 3 d 'O O L n 3 m E N T E N �8 ao O Z= N N m E m � :N N � L N � T �a — aa z O r V LL F- z O V 1O, 1L c W U) Q W J W IX F- O z F— Z a w O a ■ W%OASSOCIATEDODO ROOF PLAN PRnPn'�,Fn rANnPY nRAIN W/ ASSOCIATED DOWNSPOUT 1/4"1'— L O 0 U N• 0 Lm C N O 3 N N 0 O O .r N O N L d '.00 E O N N >a 00 z rn 0 W N 0 ' Z 1002 J llJ QN U)a O zj= W` V% N o= n z 0, F U 4- J O NO Yr @L U Tl N O mt C " n QL U � C L N 6 y CL 0 J U qL C U COO L N � U N Et `o U Q C C U N N N dY N � N E L E L T L C N N 2 d O 0 C O O E is o N T t F 7 C � - C U N N N '- :r 3 J , 0, N 0 01t C .. t 3 U T V � � n �o 0 o L n� � O a � N L O E .y N N c N of N C N L E C E O N L C N � N n N N d N N " N O N Q v y O U N N `- C L O ` N Q N C N N C N y Y N c V N N OI C N N C = N E 6 L C O� O T N E N 4 C T N a y 3 d 'o O L n 3 m E N T E N ao O N Z L N N m E m ^� :s N T L N � T �a Q `o Z 0 r V LL F- Z 0 V 10, 1L ,w V+ Q w J w w F- 0 Z Z a U) w IL ■ O O 0 0 0 PARKING LOT (RIGHT) ELEVATION O O O O 1- 11 v BERKMAR DRIVE (FRONT) ELEVATION 1- ��11�0• v 1 /4" V 0" 1 /4" — l"0 O I 0 00 Lo O O O O O CD N L 0 U N• 0 Lm C N O 3 N N � O O L N O N L d E C w N >a 00 z rn r` 0 W N 0 ' Z J llJ o N U)a O zj= W` V% N o= n z 0� U N 0 �1 m O w ,Y^I V/ O L � �w jw Ncl) s� L ~ Q O @L U Tl N O mt C " n QL U 0 C L N 6 y CL 0 J U qL C U COO L N � U N Et `o U Q C/C� C U N N N dY N � N E L C T L C N N 2 d O 0 C O O E is O T t F 7 C � - C U N N N 'C 3 0, N 0 01t C t 3 U T V � � n �o 0 o £ n N a � N � O E .y N N c N n0 N C N L E L E O N L C N � N n N N d N N " N O N Q v y O U N N `- C L O ` N Q N N N i C � y Y N c V N N OI N C 9 C - C N N C = N E E L C O� O T � E N 4 Cc a y 3 oN 'o O L n 3 E N T E N ao O ZL N N 2 E N � :16 N N � L N ma Z 0 r V LL F- Z 0 0 w 10, 1L ,w V+ Q w J w�/ w F- Z Z a w 0 a ■ FEET SIDE ELEVATION CD N N 0 M0 W SHOPPING CENTER (REAR) ELEVATION 1 /4"—1"0 CD O 0 0 N• 0 Lm 0 W N 0 ' Z 1002 J llJ o N U)a O zj= W` V% N o= n z 0' F U N 0 ,L^ V/ O L � �w jw Ncl) s� L ~ Q O @L U Tl N O mt C " n QL U 0 C L N 6 y CL 0 J U qL C U COO L N � U N Et `o U Q C C U N N N dY N � N E L C T L C N N 2 d O 0 C O O E is O T t F 7 C � - C U N N N '- :r 3 J , 0, N 0 01t C .. t 3 U T V � � n �o 0 o L n� � O a � N � O E .y N N c N n0 N C N L m E L E O N � C N � N n N N d N N " N O N Q v y O U N N `- C L Ots` N Q N C N N C N y Y N c V N N O N C 9 C - C N N C = N E O. 0 L C O� O T � E N 4 C N a y 3 oN 'o O L n 3 E N T E N ao O ZL N N 2 E N � :16 N N � L N ma Z 0 r V LL F- Z 0 0 w 10, 1L ,w V+ Q w J w w F— Z Z a W W w 0 a ■ 3 a 0 O m J 0 0 r U U) a� a� c 0 'm V/ Y O O Q 0 O U) U ■ vvnvn� � � vvrvuvi�nvir�� ENTRANCE THIS 5' X 32' SECTION OF PAVING IS TEMPORARY TO CONNECT THE PARKING BERKMAR DRIVE TO THE BUILDING FRONT DOOR WITHIN THE R.O.W. UNTIL THE FUTURE COUNTY MULTI -USE PATH IMPROVEMENTS ARE INSTALLED BY OTHERS ENTRANCE TO AGNOR-HURT E.S. TMP 45-173 CMA PROPERTIES, LLC D.B. 3611, P 616 ZONED HC #3150 BERKMAR DRIVE TMP 45-94 CMA PROPERTIES, LLC D.B. 1124, P 245 ZONED R6 A Layout Plan o ,o' 20' ao' Z 100 Z . V c m Z J j � J J Z = m L U L 0 O m U Q Q a) E c a) E Q c ca W cn r L O .5 L C N O 0 O O L N O �o N m m a E� N N a 00 z U) N H Q H 0 m U a) Q cu rz (3) -Q all E O Lu W aW TOM m J V r N m T J oa U O O 6 N C d C w N u 3 �a ww U E� J U _ C � O 9 N C � .Q✓ N N C N N � E Ea T3m � T W a 0 0 `O = `o w `o m � c � N � 5 3 `o d �yc U y � T J 8� n d� v O T � Ern y N c � as �o _ Z of ON C ay U vo L N C5 O O N � ¢ r W Z oa O 16 U O LL v w N � v' W �E W n o (n L C Q may= W T y 3'E J yg W T O �$ Z a� E 6 N E Z w a 46 C/) z m �// 0 W v E z� N S I^ v O V L N O T IfLiVL a =ao a ■ m i y) C m 0 I N U) 0 O V! Y O O 0 O U 0 X O -0 Q O L 0 N a a W i U � / / gPa f /SPA I FIRE y N / HYD < APPROXIMATE MANAGED SLOPES / Nb P UP 44 / LP M 44 \ a ®�\ \ SDMH P 1 WV RIM 506.59 �-wbs /� / din/ II 501.44 (24" NW) / y 1 SDMH r \ -11 500.69 (18" NE) Gj/ot RIM 508.6\10 500.34 (24 SE) n/ \NS/ 2 / 11 502.78 (18" NE) IN r7 10 502.74 ( ) 18" SW w G' \ -..-/- (/ Cb don / i .Lp ��__ /don _ TELE j , , 's'"/ , j /r/�/� ��I \ \ ♦ li EX SS MH (CONNECT SS LAT) Q- - - - - - - �pED�/ ( RIM514.61-id�n''_ ry�G 510 _ _ - / / � 11502.74 (8" PVC NE) -_ '���iUP -- - _ - � / i j 1 II I `\\ \ \\ I 1"TAP OF EX. - d� , , _ . /, ; % , \ / 10 502.71 (8" PVC SE) n ' / '' 'i WM „ ' 11 502.90 (NEW 6" PVC)- '8 ACSA UP i-' �> i ♦♦ LP I LP WATERLINE L \ / - (2) 1"TYPE K \ COPPER WATERLINE 10 L / V DW6 - _ / r /LP 00 �W Dw ' -SDMH -_ 1 TELE w 6" SCH 40 PVC - < ' PED / /% - ` , i - - M` - _ _RIM 515 54 / ' i / TC 528.58 � EMI SAN. LATERAL -- 11�504.49\ -CO : " ---EM LP 526.70 , BC 528.00 / / / BC 528.08 J - FFE 528.04 - �10 5a4,44 3 " - - - _ _ TWC 532.00 /v / \ (3) /4 WATER _% _ _ � METERS &BOXES - s - - - - _ _ _ - \ _ , ' 527.85 / a / PHASE 2 1 _ _ v - 527.74 _ / - (1) SWM -- 2" PVC _ - TC 528.51 - N / / \ \ \ ♦ ` - hl (1) DWM s - - TH 528.00 / BC 528.00 - - - LIMITS OF TREE SAVE �-- - - - _ _ - _ - AREAS IN PHASE 1 TYP. / \ �✓ J I / s IDS FFE 528.54 - -DS - ` - - - 'WC 528.00 527.80 _ - - _ - - - _ TC 528.51 TC 528.68 _ - --- - , - ` - C BC 528.18 TWC 528.50 1 - - PVC - - - - TH 528.50 - BC 528.18 / ' - - - - \ ♦ o I_(1)6"R 528.00 --- - -- - - - // '/ -----= _-- - -- 777 -- WV 527.38 -_ -- - __ _ _ --_ _ '_ _ \ _ _ _------------- W wlS- -----_-------- - -- -W---- w Su[=440'(35MPH) ��- \ L ''----- ------ __------ - - J / `yo �\ ' BS527.52----------- RIM528.45 - ---------------_�___ - ---- �- -�5(35MPH)-------- HP529.54 / \ --------------------� - - - - - - - - - - - ' 528.55+/- EX 5 .76 EX 529.34 EX 529.71 NOTE: � ' � i \ � \ � ALL SLEEVES TO BE 6" PVC, SCH 40 BERKMAR DRIVE > I > UNLESS OTHERWISE NOTED U /' _ N 0 -aes- - - a _ rives- - ` '% - EX DI 10 525.02 'H - �1; ; ^ _ - 10 525.02SS M ' ZRIM 526.22 /11520.24 (8" SW) ` / �10 520.22 8" NE A Grading and Utilities Plan C101 0 0 10' 20' 40' a O o>a8 EE _ 2 0 u n o oo c x a m o w O ' O O `0> as min o n c c Wm Q w CO v c y y O m 0 'Ea Q a a W �3 m J -y 0 Z 0 c a CL ai Z J J a, �, U J °' i 'D r- co Q c J Z°' LLI �, a Wy m� wad r� LL m L z M 00� 0) Q Q cl) U � O � co 0 Q 0 � U J 0 00 0 a� .0 0 � N -6 C y � M �w J �a U `e a N N N � Ea � 3 s ti4Gl -d I� o w 41 T.ti N d W O W N d c W cV r,4 a >d 5 L) a s t r � T Q L00 N O m IV) i 21 0 N U E E G Q EN Ern > a 00 -° Z U) n a � � o N � � Z of °N C da H F V% N z 103 O , Z w p 0 0 9 �LuIL w� N V N O W o a Z v)NOwe ° a (� v ° N y-2y `L i ae N L C Q y� w FL T y N� w a) }' 0 0 �$ Z d y O o- Z w caw ��,a W o o (n Z� Lu _ m E Q m o y V �~ Lu a 1- Q `o a ■ y N W O O Lo y N N L W C O ca W Y O O Q 0 O .N• U 0) O fl X O Q CL O cn ca ❑ w L 0 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4,000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH SEE AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB NOTE 4 WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG-3 IS REQUIRED. q� 6" CURB (VDOT CG-2) SECTION -048 .T.S.N.T.S.1" EXPANSION JOINT W/ 1" RECESSED COMPRESSIBLE WATERPROOF BACKER 5/8" 0 X 12" SMOOTH ROD AND CAULK (FULL DEPTH), RUNS DOWEL @ 18" O.C.; ENTIRE LENGTH; PAINT TO MATCH BUILDING EXTEND 6" INTO SLAB GREASE OTHER END 1/4" - 1/2" ZIP STRIP OR SAWCUT WITHIN 12 STOP BUILDING HOURS OF POUR, REINF.FACADE SPACED EVERY 5-10'O.C.; MESHOR SLOPE T.pEXISTINGSIDEWALKS x-x-X x-x-x-x-x-x x-x - -xa G OU41 �`f/� �o/1'c� -U, IU-0�i0�i�%�%�i�iNOTE: SEE LAND. DWGS FOR DETAILS ON SCORING PATTERN D SIDEWALK SLAB JOINT C50 DETAILN.T.S. PROPOSED SIDEWALK (4" DEPTH) UNPAVED SPACE OR SIDEWALK -► WIDTH OFGUTTER FNO 2016 ROAD & BRIDGE STANDARDS RADIUS LENGTH OR VA..(WHICHEVER IS GREATER) PERMISSIBLE CONST. JOINT SIDEWALK SLABJOINTS- SEE DETAIL: X-X-X-X-X-X-X-X�X-X 4" REINFORCED CONCRETE SLAB; 3,000 MIN. PSI., AT 28 DAYS FINISH TO MATCH TYPICAL SIDEWALK (OR A MEDIUM BROOM FINISH); 2% MAX. CROSS SLOPE FOR ALL SIDEWALKS AND ADA ROUTES //\/\/\/\/z16„X6"W"/To W WF OR #4 REBAR @ 12" O.C. COVERAND #3 @ 36"O.C. (HORIZ) W/ 2"MIN. 4"COMPACTED VDOT #57 STONE BASE, MIN. - VDOT (UD-4) UNDERDRAINS AS REQUIRED BY VDOT (WHEN APPLICABLE) NOTE:THE NON-STRUCTURAL CONCRETE TO FOLLOW THE 95% COMPACTED SUBGRADE; PORTLAND CEMENT ASSOC. GUIDELINES OR A SOILS REMOVE ALL ORGANIC MATERIAL REPORT RECOMMENDATIONS, WHICHEVER IS MORE RESTRICTIVE. THIS DESIGN ASSUMES CONCRETE SLAB TO BE PLACED ON DRAINED NON -EXPANSIVE SOILS B� 4" THICK REINFORCED CONCRETE SECTION (2) #4 X SREBAR; 2" CLEAR FROM TOP OF SLAB EDGE OF CONCRETE SLAB ON GRADE CONCRETE SLAB CORNER REINFORCING DETAIL TS OF CG-13 CG-13 A�� _WIDTH OF ��FAp/Lrco-h I/2 WIDTH OF ENTRANCE L/v?q�/ef'wRO,y e l cOR e 07"DEPTH �mLIMITS OF CG-13 EXPANSION JOINT MAIN ROADWAYACE OF CURB 6„RMAL GUTTERoo°o o e°e ° ° °°°°°SECTION A -A RMISSIBLE CONSTRUCTION JOINT ION MINIMUM I" 2 0 CONCRETE COVER aea eee oeo6" AGGREGATE BASE o°o°o°o°o° TYPE I SIZE 21 B ° ° ° ° ° TYPE I SIZE 21 BCE °°°°°°°°° TYPE I SIZE 21 BCESECTION B-B SECTION C-C SECTION D-D SPECIFICATION XVD❑T REFERENCE COMMERCIAL ENTRANCEROAD ANO BRIDGE STANDARDS 502 (HEAVY TRUCK TRAFFIC ANTICIPATED) REVISION DATE SHEET 1 OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.10 EXPANSION JOINT VIMIIIIIIIII 5 X 8" BARS C 12" C-C Ck IN. CONC. COVER 1�/Z' c EXPANSION JOINT CG-12 DETECTABLE WARNING (W-2') FLOW LINE PAY LINE HALF PLAN A ¢J i. CLASS A3 CONCH. . c.•c.'�. •�.•�.•n.•s, nI o•°°000e o°eoo°o° o0000000 ° 0 6" AGGREGATE BASE TYPE 2 SIZE 21 B PEDESTRIAN ACCESS ROUTE DETAIL ADDITIONAL RIGHT-OF-WAY IS REQUIRED IF THE LIMITS OF PEDESTRIAN ACCESS ROUTE ® EXTEND BEYOND EXISTING OR PROPOSED VDOT RIGHT -OF WAY. ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED. STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. IF ACCESS ROUTE IS ADJACENT TO BACK OF I CURB, MINIMUM WIDTH SHOULD BE 6'. * IF PEDESTRIAN ACCESS ROUTES ®ARE BEING PROVIDED, A MINIMUM 4'TRAVERSABLE WIDTH IS REQUIRED WITH MAX. 2% CROSS SLOPE. NOTES 1.PROPOSED 7" SIDEWALK IS TO BE POURED MONOLITHICALLY WITH ENTRANCE OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 2. PROPOSED 7" SIDEWALK TO BE CLASS A-3 CONCRETE. 3. REQUIRED BARS ARE TO BE NO. 5X8" PLACED 1'CENTER TO CENTER ALONG BACK OF CURB, MID -DEPTH OF SIDEWALK. MINIMUM CONCRETE COVER 1�/z'. 4. ALL DETAILS AND DIMENSIONS NOT SHOWN ARE THE SAME AS STANDARD CC-9D. 5.THIS DESIGN MAY ALSO BE APPLIED TO OTHER ENTRANCE STANDARDS AS THE NEED ARISES. 6. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CC-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. 7. SEE STANDARD CG-12 FOR DETECTABLE WARNING DETAILS. PERMISSIBLE CONSTRUCTION JOINT 2016 ROAD & BRIDGE STANDARDS F ) VDOT COMMERCIAL ENTRANCE 500) DETAIL N.T.S. SIDEWALK SLAB7" REINFORCED CONCRETE SLAB; JOINTS- SEE DETAIL:4,000 MIN. PSI., AT 28 DAYS FINISH TO MATCH TYPICAL SIDEWALK (OR A MEDIUM BROOM FINISH); 2% MAX. CROSS SLOPE FOR ALL SIDEWALKS AND ADA ROUTES X-X' �X=X-X-X-X`-X-X-X //\/////6„X 6„W10/o WWF OR #4 REBAR @ 12" O.C. \COVERAND #3 @ 36"O.C. (HORIZ) W/ 2" MIN. 4" COMPACTED VDOT #57 STONE BASE, MIN. - VDOT (UD-4) UNDERDRAINS AS REQUIRED BY VDOT (WHEN APPLICABLE) NOTE: THE NON-STRUCTURAL CONCRETE TO FOLLOW THE 95% COMPACTED SUBGRADE; PORTLAND CEMENT ASSOC. GUIDELINES OR A SOILS REMOVE ALL ORGANIC MATERIAL REPORT RECOMMENDATIONS, WHICHEVER IS MORE RESTRICTIVE. THIS DESIGN ASSUMES CONCRETE SLAB TO BE PLACED ON DRAINED NON -EXPANSIVE SOILS C l7" THICK REINFORCED CONCRETE C50 SECTION P-002 N.T.S. N.T.S. N.T.S. 2016 ROAD &BRIDGE STANDARDS CC-12 GENERAL NOTES 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2. ALL DETECTABLE WARNING SURFACE PRODUCTS SHALL MEET THE REQUIREMENTS OF SECTION 504 OF THE SPECIFICATIONS FOR CC-12 DETECTABLE WARNING SURFACE. DETECTABLE WARNING SUFACE PRODUCTS USED SHALL BE FROM THE MATERIALS APPROVED PRODUCT LIST NUMBER 72. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. REQUIRED BARS ARE TO BE N0.5 X 6" PLACED 1'CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1�/2'. 5. ROADWAY CURB /CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB /CURB AND GUTTER. 6. CURB RAMPS ARE REQUIRED FOR SIDEWALKS AND SHARED USE PATHS. THE WIDTH OF THE CURB RAMP SHALL MATCH SIDEWALK WIDTH. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SNARED USE PATH. 7. DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH OF THE CURB RAMP LANDING FLOOR. B. CURB RAMPS WILL BE INSTALLED AND LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. CURB RAMPS SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. 9. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. 10. DHEEBACBKLOFWCARURB.G SURFACE PANELS SHALL BE INSTALLED FLUSH WITH 11. WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE WARNING SURFACE SHALL HAVE 5'MIN A FACTORY RADIUS OR BE FIELD -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CURB, SEE CC-12-INS PAGES 204.06 AND 204.07 FOR METHODS OF INSTALLING DETECTABLE WARNINGS ON A RADIUS. 4' MIN SIDEWALK RAMP 12:1 MAX 46;1 MAX 4 '� 8 10+1 MAX TYPE A PERPENDICULAR � 12 121 MAX i TYPE B PARALLEL '11-11=11-11-, 5'MIN r AT X , 2" HIGHER THAN R\ EDGE OF PAVEMENT AT XX ,SAME AS TOP OF CURB TYPE C PARALLEL &PERPENDICULAR TRUNCATED DOME .6"-2.4" C-C o I o 0 0 0 0 o z L It 0 0 0 0 0 0 0 0 0 0 0 0 _ �- 0 0 0 0 0 0 0 0 0 0 0 0 LANDING RAMP + 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ;r N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50%-651 OF BASE DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOP DIAMETER DETECTABLE WARNING I AT BACK OF CURB VARIABLE FULL WIDTH OF RAMP FLOOR _I SEE NOTE 11. r- BASS f PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL XVD❑T A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION ROAD AND BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE REFERENCE SHEET 10F 5 REVISION DATE (GENERAL NOTES) 105 502 204.01 04/19 VIRGINIA DEPARTMENT OF TRANSPORTATION 504 g016 ROAD & RRInGF STANDARDS VDOT COMMERCIAL ENTRANCE DETAIL QLL > N.T.S. 4-1 E Lo (3UCD ) -6 >e OO>am O N nEE h 0 •� y U0 n U �� O � G > � O O L �) � oa � rnrn � m U _ y N 4 Y1 N a a a � Q1 e� 3a •� ¢ a m W -iY5 a 3 1p - Z V a c � o. Z J J m 0, L O O •z4-1 z H U � -1 Q Q � U c: O N O � Q � Q m 0 y �U O oa O j 0 N C m J a c1pi 3 r O d EJ O J U a c o o 'a a c m o, c m ma a y Ea c i0 ma T W ^Y� L;),I 5 N .. N I m r � � a S :r Z N H m C aw Z+ o 1iS� c o a� a m �o 3 N N o a L co a o d ar rnao �d Q E N E m ILc > 0 OD i0a 2 0) n a r y O N a c $ � Z o E O N N L m n r H- UX a Z W to y r (] O O y y a¢ ��ay yS � fq U � a Z y y' U c c N a s 1.O y y li Oa a � a 3 0 ya =W W m n o (n r c mo T y W Ua W " n T a Da d 3 d o O O a 3 Z m E ZO E w o zl a � _ Z � 0) E �J d� a y _r�� oa m V) I- -a aT d ■ 3 C6 N U) O O Lo y N N L U) c O ca U) Y O O Q 0 O >o U N O d x O C Q O L ca W LU L 0 ■ LOCATION: PARKING AREA NOTE: DO NOT USE POLYMERIC SAND TO FILL ANY OF THE JOINTS �i #9 JOINT TECHO-BLOC HD2 3 1/8" BLU 80MM SMOOTH FILL; TYP. PAVER;(SUITABLE FOR VEHICLES) PATTERN: #03 900 HERRINGBONE — — -I FIELD COLOR: ONYX BLACK 6 X 13 BORDER COLOR: GREYED NICKEL 6 X13 (�E BAND AND LAID WIDE) W11 FOR EDGE RESTRAINT TREATMENT; SEE DWGS. 1" VDOT #8 CLEAN STONE SETTING BASE 8" LAYER (MIN.) VDOT #57 STONE (4" MIN/ 6" MAX) - COMPACTED IN 2" WETTED LIFTS; SEE CIVIL PLANS WOVEN PAVER FABRIC; TURN UP SIDES OF STONE BASE (OR EQUAL) COMPACTED SUBGRADE (REMOVE ALL ORGANIC MATTER) PERMEABLE CONCRETE PAVING ON FLEXIBLE BASE DETAIL av Ao .vmrrAi. 1 �u ou o�r�rAu�, REMOVE ALL ORGANIC MATERIAL N.T.S. PARKING AREA/DRIVEWAY- SEE DETAIL: A C501 7" REINFORCED CONCRETE SLAB; 4,000 MIN. PSI., AT 28 DAYS FINISH TO MATCH TYPICAL SIDEWALK (OR A MEDIUM BROOM FINISH); 5% MAX. TRANSITION SLOPE INTO GARAGE 6" X 6" W "/lo WWF OR #4 REBAR @ 12" O.C. (VERT) AND #3 @ 36" O.C. (HORIZ) W/ 2" MIN. COVER NOTE: THIS DESIGN ASSUMES CONCRETE SLAB TO BE PLACED ON DRAINED NON -EXPANSIVE SOILS D� 7" THICK REINFORCED CONCRETE APRON SECTION N.T.S. MANUFACTURER:DUPONT O SUPPLIER: FOREVERLAWN SOUTHWEST a"q"G UNgUEPPOPPIEfARY, MULMAYEPEU, •"TCH,A"L`� ONE W'ES CONTACT: ROBB WOLF: (330) 606-7123 Ic PPBAIIN PACgNG5V5TBA WRH GALVANIZED STARES MCIMAECINNIGSFPMING TECHNOLOGY SPACED EVERYT FOREVERLAWN NATuflAL GRFSS MTHEflc QUOTE: TURF TREATED ULMER "A EREOA D CALLY a4 SO YP CONCRETE ANCHOP SERIES: SELECT EL; BLADE HT: 1 3/4" To To reaav PATIOOR LEVRSUPFACE s Gx RCEMEA royJt� I ADJACENT SURFACESUCH IHRo DRIUEDWLES EOrEEM � ,• NOTES: ,p�@6�k RAND a ON OTHER ALL STONE TO BE COMPACTED 95% D NJN4BR0.5R'E, NCN-N51&E RUEBER INFILL(OPTIONAL CONTRACTOR TO INSTALL PER MANUFACTURER'S WIIHSOMETURFSMES) i3'4'ANDsnW1ER M.MINUSANGNARSTONE INSTRUCTIONS. ANGULAR STONE ARTIFICAL LAWN DETAIL N.T.S. CAA)n InIKI1F LOCATION: FRONT DOOR PLAZA HANDICAP RAMP AND TEMPORARY SIDEWALK WITHIN THE R.O.W. NOTE: DO NOT USE POLYMERIC SAND TO FILL ANY OF THE JOINTS TECHO-BLOC HD2 2 3/8" BILL GRANDE \_COMPACTED SUBGRADE (REMOVE ALL ORGANIC MATTER) SMOOTH -HD2 60 MM SLAB PAVER; (NOT SUITABLE FOR VEHICLES) PATTERN: #05 LINEAR � FIELD COLOR: GREYED NICKEL BORDER COLOR: T.B.D. J FOR EDGE RESTRAINT TREATMENT; SEE DWGS. 1" SAND SETTING BASE- MAY VARY TO ALLOW DECK TO BE EVEN WITH - OVERLAY AREA AND COPING 8" LAYER 21A STONE (4" MIN.) - COMPACTED IN 2" WETTED LIFTS; 6" MIN. WOVEN PAVER FABRIC; TURN UP SIDES OF STONE BASE (OR EQUAL) CONCRETE PAVING ON FLEXIBLE SETTING BED DETAIL 80 MM SOLIDER PERIMET"" BANDING COURSE NO. 8 OR 9 AGGREGATE IN OPENINGS PERMEABLE CONCRETE PAVER 2" NO. 8 AGGREGA 4" NO. 57 STOI 8" NO. 3 STOP UNCOMPACTED SUBGRADE UNLESS COMPACTION IS REQUIRED FOR STRUCTURAL SUPPORT ON LOW STRENGTH SOILS; TYP. SECTION ABUTTING PAVING N.T.S. ASPHALT/CONCRETE PAVING SECTION (SEE PLANS) SIDEWALK (SEE PLANS) C� INS 12011 LOCATION: REAR PLAZA NOTE: DO NOT USE POLYMERIC SAND TO FILL ANY OF THE JOINTS USE PARA 50OX750 FOR STAIR TREAD; CUT TO FIT, MORTAR TO SECURE #9 JOINT TECHO-BLOC HD2 2 3/8" PARA 500 X250 60MM FILL; TYP. SMOOTH PAVER; (NOT SUITABLE FOR VEHICLES) PATTERN: #02 LINEAR (50% STAGGERED) — -I FIELD COLOR: GREYED NICKEL BORDER COLOR: NONE (SIN LE BAND AND LAID WIDE) FOR EDGE RESTRAINT TREATMENT; SEE DWGS. �I �IIII �l 11 1" VDOT #8 CLEAN STONE SETTING BASE 6" LAYER VDOT #57 STONE; COMPACTED IN 2" WETTED LIFTS WOVEN PAVER FABRIC; TURN UP SIDES OF STONE BASE (OR EQUAL) COMPACTED SUBGRADE (REMOVE ALL ORGANIC MATTER) PERMEABLE CONCRETE PAVING ON FLEXIBLE BASE DETAIL VDOT CG-2 SLOPE FLUSH CURB EDGE RESTRAINT- VDOT CLASS A3 VDOT21A VDOT21A GRAVEL BASE GRAVEL BASE NEEDLED, NON -WOVEN, FILTER RIC WITH A FLOW RATE GREATER I HAN 125 GPM/SF AND AN APPARENT UNCOMPACTED SUBGRADE #8 OR #80 SIEVEE OPENING SIZE EQUIVALENT US #7SEE NOTE ON OTHER SECTION SECTION ABUTTING PAVING PERMEABLE PARKING LOT PAVERS DETAIL, SECTION 'yam^ RETAINING WALL AND CAP; SEE DETAIL B S200 PAVER/SIDEWALK; SEE DETAIL Q da , d TECHO-BLOC HD2 2 3/16" 56 MM BULLNOSE GRANDE POLISHED CAP; COLOR: GREYED NICKEL RECESS WALL SECTION TO ACCOMMODATE FOR STEP da d MORTAR TREAD TO RETAINING WALL OR GLUE WITH CONCRETE ADHESIVE FOR STABILITY AND SAFETY Q 12" O.H. Qa Co STEP LIGHTS; TYP. a d (SEE LIGHTING PLAN) a a CONCRETE PAVING STEP TREAD DETAIL FINISHED GRADE N.T.S. N.T.S. 80 MM SOLIDER PERIMETER NOTES: BANDING COURSE NO. 8 OR 9 AGGREGATE INTERLOCKING PAVERS TO BE 80MM. IN OPENINGS FOR THE PERMEABLE PAVER, PATTERN AND PERMEABLE CONCRETE COLOR, REFER TO DETAIL: A PAVER C501 PERMEABLE PAVER MAY BE SUBSTITUTED 2" NO. 8 AGGREGATE FOR ANOTHER EQUAL PERMEABLE PAVER IF APPROVED BY ENGINEER AND LANDSCAPE 4" NO. 57 STONE ARCHITECT PRIOR TO ORDERING AND INSTALLATION. 8" NO. 3 STONE CONTRACTOR TO VERIFY AND INSTALL AS 1. 4" PERFORATED PVC/HDPE SPECIFIED BY MANUFACTURER/SUPPLIER TO PIPE ALONG DOWNHILL ENSURE ALL WARRANTIES. PERIMETER AND AT 20' O.C. EXPANSION JOINTS SHALL BE EVERY 20' MAX. ACROSS SECTION 2. EXTEND CLEANOUT PIPES CONSTRUCTION JOINTS SHALL BE EVERY 10' TO THE SURFACE WITH MAX. VENTED CAPS 3. CONNECT TO DRAINAGE SYSTEM WITH NON -PERFORATED PIPE N.T.S. O O a m O N n E E h 0 0 CO M N N � m a y c c T OI m L o a jc O a m a a N � a a A. � 3 3 •� ¢ a m a E Z Vc a m 0 ai a Z J J 01 �E- Q Y J a c Y � J Z c m M c uj W O/ L z O O •Z •� O co Q Q cn U 4-1 a) � Q) Q) � c: 0� E O a Q c m y 0 AN �U T+ d J 0 ma U ,`\/ O M O O j 0 N C m J d •� c a 0 Cv - O 3 0a ca mw r O d EJ O J U a 0, d in d= m a _0 ma N y Em c 3 t. a 2 W ��P ZCY 0 _ F N INI m r >c 0E2 �S mo = o LN 3 a� m m 3 N N o a L N O CL m m � > m 0; rnao �d ¢ EN Eo1 >a Op tom z (n a � Rio N m = sm Z I f O on F V z WfA onz wp00 �y a¢ J=(L yo N (n a Z y U O y ' t) mm y ,y Oas LL y 2 N N N 3 D' W =E W m no N �a r= mo Ty W of J m °1 W y 4 L+ C N T N LL Da d 3 d o O O= Z aE E O _W o a •� W o o (� y � = z � ui Lo Qi m Lu o V y0 =o=m° m T a V) H a 0 d ■ u! DO O O Ln cn N t DO 0 O ca V! Y O O 0 O 0 U N 0 d X O 0_ O L cn ca LU L 0 ■ MANUFACTURER: SITE AMENITIES SUPPLIER: MAXPLAYFIT, LLC.; CONTACT: PAT McNAMARA: (434) 664-8522 QUOTE: SERIES: CASINO 22GAL WITH STEEL DOME TOP AND LINER MODEL: TR22HORZ, DOME32, LINER 22 COLOR: RUBBED BRONZE NOTES: CONTRACTOR TO PROVIDE ANCHOR BOLTS AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS CONTRACTOR TO SET CONCRETE PAD PRIOR TO INSTALLATION (2000 PSI MAX.) IF APPLICABLE SOURCE AND STYLE MAY BE SUBSTITUTED. TRASH CAN (OPTIONAL) DETAIL SUPPLIER: BORDER CONCEPTS, INC.; REP: BOB MARTIN, (724) 272-2409 QUOTE:TBD Made in USA NOTE: CONTRACTOR INSTALL PER MANUFACTURER'S RECOMMENDATIONS SLOPE N.T.S. 1/8" X 4" BORDER STRETCH (COLOR: BLACK) STEEL EDGING (OR EQUAL); MOUNTED ON 15" STEEL STAKE; EDGING TO BE TIGHT WITH SIDEWALK, FILL ANY VOIDS WITH STONE DUST 2-3" STONE MULCH ABOVE FILTER FABRIC; SET 1" BELOW TOP OF EDGING - FOR STONE SEE DETAIL: C 02 CULTIVATE SOIL STONE BORDER BAND WITH STEEL EDGING DETAIL NOTES: CONTRACTOR TO PROVIDE ANCHOR BOLTS AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS �0 N.T.S. MANUFACTURER: BARRETTE OUTDOOR LIVING; (877) 265-2220 SUPPLIER: LOWE'S (SKU LISTED BELOW) SERIES: TX 6' SANIBEL DECORATIVE SCREEN PANEL (#73050460) QUOTE: BLACK (PAINT TO MATCH BUILDING TRIM) MOUNT: (3) HORIZONTAL FRAME KIT (#73045672); INCLUDED: ALUM POST, (2) TOP/BOTTOM/MID RAILS, (2) SURFACE MOUNT KIT; CAPS, HARDWARE (2) LINE POST (#73045673) (2) HARDWARE KIT (#73025527) G PRIVACY SCREENING PANEL DETAIL N.T.S. BIKE RACK DETAIL MANUFACTURER:DERO SUPPLIER: MAXPLAYFIT, LLC.; CONTACT: PAT McNAMARA: (434) 664-8522 QUOTE: SERIES: BIKE HITCH QUANTITY: 1 COLOR: BLACK MOUNT: SURFACE NOTES: CONTRACTOR TO PROVIDE ANCHOR BOLTS AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS CONTRACTOR TO SET CONCRETE PAD PRIOR TO INSTALLATION (2000 PSI MAX.) IF APPLICABLE BENCH (OPTIONAL) DETAIL MANUFACTURER: SITE AMENITIES SUPPLIER: MAXPLAYFIT, LLC.; CONTACT: PAT McNAMARA: (434) 664-8522 00 QUOTE: MP0314018.01 SERIES: CASINO MODEL: B6WBHORZCASINO (o COLOR: BLACK LENGTH: 6' NOTES: CONTRACTOR TO PROVIDE ANCHOR BOLTS AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS + CONTRACTOR TO SET CONCRETE PAD PRIOR TO INSTALLATION (2000 PSI MAX.) IF APPLICABLE BENCH SOURCE AND STYLE MAY BE SUBSTITUTED. LENGTH MAY NOT. N.T.S. STONE: COLORADO RIVER JACKS (1-3" SIZE) SUPPLIER: LOCAL SUPPLIER COLOR: NATURAL DEPTH: 2" OR OTHERWISE NOTED. NOTES: BOTH PERIMETER BUILDING PLANTING BEDS AND ALL PLANTING BEDS WITHIN THE COURTYARDS ARE TO RECEIVE STONE MULCH. CONTRACTOR TO PROVIDE PRIOR TO INSTALLATION SAMPLES AND A 5' X 5' MOCK-UP WITH THE ARCHITECTURAL PANELS FOR APPROVAL BY LANDSCAPE ARCHITECT. CONTRACTOR TO INSTALL COMMERCIAL GRADE WEED BARRIER FABRIC BELOW; TURN DOWN AND STAPLE EVERY 18" O.C. ALL SIDES. DECORATIVE STONE MULCH DETAIL F-Ikl l Ml Or. RAnl IlJrF-F r/l PRIVACY SCREEN DETAIL, SECTION N.T.S. UY SCHEENING - SEE DETAIL: E C502 LINE POST; MOUNTED TO FOOTING EXTENDING ABOVE FINISHED GRADE TO REACH FINISHED HEIGHT DST CONCRETE DOTING; 3000 PSI @ 28 4YS LANDSCAPE MULCH BED 1 HANDICAP SIGN - BLUE BACKGROUND, WHITE LETTERING RESERVED (MUTCD R7-8 (VIRGINIA) MAYBE PARKING SUBSTITUTED AS EQUIVALENT) PENALTY VAN $100-$500 FINE ACCESSIBLE TOW-AWAYZONE 12" X 12" PENALTY FINE PLACECARD MAY BE ADDED BELOW PRIMARY SIGN (IF REQUIRED BY LOCAL AUTHORITIES) SIGN MUTCD R7-8B SHALL BE INSTALLED AT SPACES WHICH ARE VAN ACCESSIBLE ONLY AS SHOWN ON PLANS METAL SIGN POST- 84" CLEAR MIN. WHEN PEDESTRIAN PATH FROM CAR TO WALK PASSES BY OR UNDER THE SIGN; COLOR BLACK FINISHED GRADE CONCRETE FOOTING (CLASS B; 2,000 PSI MIN. 00 IT COMPACTED SUBGRADE 12" PENALTY $lW-$5W FINE T AWAYZONE MUTCD R7-8 (VA) NOTES 1. METAL POST SHALL BE GALVANIZED OR BAKED ENAMEL HIGH STRENGTH U-CHANNEL. POST SHALL HAVE 3/8" DIA, PRE -DRILLED HOLES THAT ARE 1" ON CENTER FOR MOUNTING SIGNS. BAKED ENAMEL POST COLOR SHALL BE BLACK. 2. ALL BOLTS, NUTS, WASHERS, & SCREWS SHALL BE GALVANIZED. 3. SIGNS SHALL BE FABRICATED BY USING A REFLECTIVE COATING IN THE SYMBOL, MESSAGE, AND BORDERS APPLIED TO A SHEET ALUMINUM BACKING (.080") IN THICKNESS. 4. MESSAGE LETTERING SHALL BE UPPER CASE (WHITE SERIES B) IN ACCORDANCE WITH MUTCD. 5. THE SYMBOL IS COMPOSED OF TWO ELEMENTS. A WHITE WHEELCHAIR FIGURE (WHICH ALWAYS FACES RIGHT) ON A SQUARE BACKGROUND, INTERNATIONAL BLUE IN COLOR (FED. STD. 595A, COLOR #15180) 6. SIGN POST SHALL HAVE MIN. 6" CLEARANCE FROM BACK OF CURB AND PLACED AS SHOWN ON PLANS. 7. ANY SIGNS MOUNTED TO ONE POST SHALL BE SPACED 2" APART. HANDICAP ACCESSIBLE PARKING SIGN DETAIL INCLUDES: -ALUMINUM DOGIPOT PET SIGN, WITH MOUNTING HARDWARE -ALUMINUM DOGIPOT JUNIOR BAG DISPENSER (ITEM #1002-2), WITH MOUNTING HARDWARE -TWO KEYS FOR DISPENSER LOCKING FRONT ACCESS PANEL -TWO ROLLS OF DOGIPOT LITTER PICK UP BAGS (ITEM #1402), INSTALLED IN DOGIPOT JUNIOR BAG DISPENSER -10 GALLON ALUMINUM TRASH RECEPTACLE (ITEM #1206A-L) WITH ATTACHED HINGED LID AND TRASH LINER BAG RETAINER BANDS, WITH MOUNTING HARDWARE -ONE DOGIPOT LINER TRASH BAGS (ITEM #1404) -2" X 2" X 4'-8' GALVANIZED STEEL TELESCOPIC MOUNTING POST, WITH INSTALLATION HARDWARE (A) DOGIPOT PET SIGN (ITEM #120311204): -H: 18" X W: 11.5" -14 GAUGE REFLECTIVE ALUMINUM -FOREST GREEN ON WHITE (B) DOGIPOT JUNIOR BAG DISPENSER (ITEM #1002.2): -H: 15.5" X W: 9.4" X D: 3.25" -12 GAUGE POWDER COATED BLACK ALUMINUM -400 BAG CAPACITY -TWO DIAMOND BAG DISPENSER SLOTS -FRONT LOCKING ACCESS PANEL -CLEARLY POSTED INSTRUCTIONS (C) TRASH RECEPTACLE WITH LID (ITEM #1206A-L): -H: 23" X 11.5" DIAMETER -11 GAUGE POWDER COATED BLACK ALUMINUM -WEIGHT: 9 LBS. -10 GALLON CAPACITY WITH INTERIOR TRASH LINER BAG RETAINER BANDS -ATTACHED ALUMINUM HINGED LID -ONE BOX 50 COUNT DOGIPOT LINER TRASH BAGS (ITEM #1404) (D) TELESCOPIC GALVANIZED STEEL MOUNTING POST (ITEM #1301-P): 2"X2"X8' 11 GAUGE GALVANIZED STEEL, BLACK HOLE: -D: 18" X W: 8" -FILL WITH 40 LBS. "READY TO USE: CEMENT SUPPLIER: DOGIPOT CONTACT: (800) 364-7681; WWW.DOGIPOT.COM (OR EQUAL) MODEL: DOGIPOT ALUMINUM 1003A-BLK-L COLOR: BLACK NOTE: CONTRACTOR TO ALSO PROVIDE (1) 4-ROLL SMART CAN LINER CASE (ITEM #1404-4); AND (1) 20-ROLL CASE OF REPLACEMENT BAGS (ITEM #1402-20); INSTALL PER MANUFACTURER'S RECOMMENDATIONS PET STATION (OPTIONAL) DETAIL N.T.S. • Vi • ,' (ly1 N.T.S. O O a m O N n E E h 0 0 MID O O O L G N O a -$ 2O a y c c O m L 0 a U c a a a a a rn Q1 e� 3a •� Q a m W Uy' 3 a E Z Vc a m 0 aS a Z J J �� �� Q Y J a`$ c �Y JZ c`6 �m M c Q I.IJ am � L z O ' =J 4 H U Q Q cn U 4-1 a) � Q) Q) �z c: 0� E 0� a Q c m .� y 0 y a T$ d J 0 as U M $`\/ O O j 0 N C m J a CID a C M �W c W Eo d Ev J O J o a zo 0, da dm ma a y E o c 3 as TW ZCY 2-0 N EE C aw �S ms c o at a m �a 3 N N o a L inao �d E N E o >IL 013 0 a z (n a �o N ac $� Z of O N N da i 0 U z W V)Onz y wp00 �y a¢ JLay yo N fq U Lu a Z y' U mm y ,y a a Oa o y y LL. N 2 a m 3 a' W =E W a a �a r� mo Ty W E J U °1 W y 4 T a Da d 3 O N a3 Z T E `a° y �9 W o -2-? d .Q W n`o Lu O � = z �y ui a J Lo at V � y =o =�° 5°m T a H a s d ■ 3 N VJ O O Lo U_ N U) c O U) Y O O 0 O O U N O d X O Q O m W L fn U MANUFACTURER:TECHO-BLOC SUPPLIER: SITE ONE (RICHMOND); CONTACT: (804) 288-7436 QUOTE: QUANTITY OF MATERIALS REQUIRED (8) 12" X 24" CAP (PRE-CUT) (10) RAFFINATO 90 MM CORNER BLOCK (20) RAFFINATO 180 MM CORNER BLOCK (1) METAL INSERT NOTE: SECURE THE BLOCKS USING A HEAT RESISTANT CONCRETE ADHESIVE. THE INSTALLER MUST ENSURE THAT THE INSTALLATION AND USE OF THE FIRE PIT COMPLY WITH LOCAL REGULATIONS AND CODE REQUIREMENTS IF USING PROPANE OR NATURAL GAS. 0o E � E �rn -� PAVING- SEE DETAIL: E L400 COMPACTED SUBGRADE;TYP. FIRE PIT DETAIL ± +56„ +33„ STEEL BOX INSERT 4" #8 CLEAN STONE ±9 13/16" 249 mm 12" X 24" RAFFINATO CAP (CUT) COLOR:ONYX TECHO-BLOC RAFFINATO SMOOTH 180 MM CORNER COLOR: GREYED NICKEL TECHO-BLOC RAFFINATO SMOOTH 90 MM CORNER COLOR:ONYX #57 DRAINAGE STONE 52 3/16" E L A E 7777771 L000 ELEVATION: SIDE ±38 1/16" ELEVATION: END N.T.S. 0 'c O n N 0 N a oQ O � a y o e O O }r m t U :2 C ��J u? v J a E 0 U H L z U Q Q cl) U M 0� E 0� Q Q Q) � •i � 0 O i75 0 L (10 0 G � cV � � V O W N �d I U C V7 cn S 'YIr: L A� C N O 3 N N o N O f/i y Qo y a O aEN > a 0 2 fA N V Z w 0�z J w N Qma5 V w O w N N V m AC y �U TJ na o o � n y c a8 =9 E� �w U Ev J O J U a OO = C N m y 'N C N N O E'° O C N p aW 0 `o = E T O c � a�i = =;g 5 $ m "5 n o c o.� N N N o a� T � Ew m y c � na Rio d c o E � y N N n X y 0 y O ¢ O J y J oa FS o_ N � ww y ,y y 2 N � yW E no E c =o T y o E U � y n � C T d a se u5 v o o o. T^E y E T E y o y Z= $ E L w E m W T =a ao Z 0 r U IX Z 0 0 0 LL w a w J wy li 0 Z Z a w 0 a ■ rn 0) in O O Lo N 0) 0) L U) C O U) Y O O 0 O U 0) O d X O CL O m 3 w C) c a 0 f-1 d c� .,., ...-...,.. V ., ..__..-..., CAP; TYP. TOP RAIL AND CROWNED COVER; TYP. END VERTICAL SUPPORT; TYP, ROD; TYP. BOTTOM RAIL AND FLAT COVER; TYP. POST SKIRT; TYP. IN h i (V RAILING DETAIL, ELEVATION GR-2, 2A 2016 ROAD & BRIDGE STANDARDS * 27Y4" MIN - 28)4" MAX RAIL HEIGHT GR-2 (6'-3" POST SPACING) MAX DYNAMIC DEFLECTION - 3' TERMINAL SECTION TYP. NOT APPLICABLE FOR THIS PROJECT NOTES: GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION IF AND AS DIRECTED BY THE ENGINEER. FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET NO. 501.05. FOR DETAILS OF RAIL ELEMENT, RAIL SPLICE JOINT, AND ASSOCIATED HARDWARE SEE SHEET NOS. 501.01 AND 501.02. RAIL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII BETWEEN 5 FEET AND 150 FEET. ALL GUARDRAIL POSTS SHALL BE SET PLUMB. POST SHALL NOT BE SET WITH A VARIATION OF MORE THAN /," PER FOOT FROM VERTICAL. W-BEAM, BLOCKOUTS, AND POSTS SHALL BE SET AND ALIGNED WITHOUT ALTERATION OR FORCE, AS PER SECTION 505 OF THE SPECIFICATIONS. ALL GR-2 AND GR-2A RAIL SHALL BE MAINTAINED AT A HEIGHT OF 27Y'," MIN - 28Y," MAX AS MEASURED PER STANDARD GR-INS. ALL W-BEAM RAILS SHALL BE LAPPED IN THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. THE OPTIONAL GR-2A METHODS OF NESTING THE RAIL OR USE OF AN ADDITIONAL RAIL ON THE BACK OF THE POST FOR STANDARD GR-2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. MANUFACTURER:TREX SERIES: SIGNATURE ROD RAIL ROD COLOR: CHARCOAL BLACK INFILL COLOR: CHARCOAL BLACK NOTE: CONTRACTOR TO INSTALL PER MANUFACTURER'S RECOMMENDATIONS; FOR DESIGN CLARIFICATIONS CONTACT LANDSCAPE ARCH. NOTE: GUARD RAIL IS NOT TO BE PAINTED 3'-1%2" 3'-1�/2" 1 3'-1%2" 1 3'4/2" x ),�JRJd!.Y lAIR7A�' l�ivIAJa' .v'.. GR-2A (3'-1�/2" POST SPACING) MAX DYNAMIC DEFLECTION - 2' x OPTIONAL GR-2A METHOD I x OPTIONAL GR-2A METHOD USING NESTED RAIL USING ADDITIONAL RAIL ON BACK OF POST x WHEN NESTED RAIL OR ADDITIONAL RAIL IS PLACED ON BACK OF POST FOR GR-2A THE POST SPACING WILL BE W-3". FLARE RATES DESIGN SPEED INSIDE SHY LINE BEYOND SHY LINE MPH SHY LINE LS FLARE RATE FLARE RATE 70 9' 30:1 15:1 % 60 B. 26:1 14:1 • 50 6.5' 21:1 11:1 • 40 5' 16�1 8�1 • 30 4' 13:1 7�1 • • SUGGESTED MAXIMUM FLARE RATE FOR SEMI -RIGID BARRIER SYSTEMS. XV❑❑T A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD BLOCKED -OUT W-BEAM GUARDRAIL REFERENCE SHEET 1 OF 2 REVISION DATE (STRONG POST SYSTEM) 221 501.04 08/14 VIRGINIA DEPARTMENT OF TRANSPORTATION 505 2016 ROAD & BRIDGE STANDARDS GUARDRAIL DETAIL, SECTION rMuurrT^I IAMM MAIN �u I -An„ 7k- t N.T.S. 2016 ROAD & BRIDGE STANDARDS 2A -?ORR�-2. 0 4„ �, " HOLE a E8„L ,_ E E 6„z6„x1,_2„ E E AL TREATED PINE ti BLOCK OR RECYCLED MATERIAL NOTE: WOOD POST ASSEMBLY IS NOT FOR USE WHEN REPAIRING DAMAGED GUARDRAIL xe R APPLICABLE CONTAINING STEEL BLOCKOUTS. P BLOCKOUT FOR MAINTENANCE REPAIR ONLY SR TT 9 - LESS THAN T-0" P G POST TR P T O UT T POST GUARDRAIL OYO W REOTDD E I E R FSTRON R TNAA. DETAIL A 4, �D POST MAY BE HOT ROLLED OR WELDED. B" N )," GUARDRAIL INSTALLATION HOLES j`—I SITES REQUIRING LONGER GUARDRAIL POSTS N ly II I ry I a NOTES II s/e".10" BOLT REAT 1'-2" Ta TREATED PINE TREAT 1. ALL BOLTS, NUTS, WASHERS, AND OTHER - II & NUT BLOCK OR o STEEL ITEMS ARE TO BE GALVANIZED. - io _ - II II RECYCLED w MATERIAL 2. ALTERNATE TYPE POSTS AND BLOCKOUT MAY v r II - BE INTERCHANGED ON ANY ONE PROJECT WITH II W6z8.5 OR i THE RESTRICTION THAT THE SAME TYPE OF W6z9 POST AND BLOCKOUT MUST BE USED IN ANY II SINGLE RUN OF GUARDRAIL. II 0 OPTIONAL HOLE `O 3. FOR DETAILS GUARDRAIL ELEMENT SPLICE II I TO FACILITATE GALVANIZING JOINT, HARDWARE, ETC. SEE SHEET NOS. 501.01 AND 501.02. I L II 4. DRIVE NAIL BOTH SIDES WITHIN 2" OF THE TOP OR BOTTOM OF BLOCKOUT AFTER" x 18 BOLT IS INSTALLED. HOLES POSTS g 8„ AND BRACKETS TO BE Y4" DIA. /POS STEEL POST SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. XV❑❑T REFERENCE STANDARD BLOCKED -OUT W-BEAM GUARDRAIL ROAD AND BRIDGE STANDARDS 2211 (STRONG POST SYSTEM, POST AND BLOCKOUT DETAILS) REVISION DATE SHEET 2 OF 2 236 501.05 505 VIRGINIA DEPARTMENT OF TRANSPORTATION 08/14 2016 ROAD & BRIDGE STANDARDS any 0 21 N 2 r E E H o 0 _ E!o rI O O O A) e M N N } � O a y c c rno mt N C c a a J r U O N N ,� Q a a a a A Q% .iYS a 3 -) a E Z 0 C Z J J e) �Y aY J Q I` JZ �� a a '; LL U m m L z 0 S. U Q Q U W � 0� E 0� Q Q O y fU J i75}� L as (T! 0 0 n tq U a O � a Ec mEW U Ev J O J as 'o 2 b � a rn m ao t Y N O C m ♦�lP .LJ�� o 0 E A, 5 $ E2 �o C N O 90 'O o N N o f L N O m In L 0 o N E N Ew > (L c m on z U) a a �o N a c Z of 0p N N y n i F v. U Z W N 0 OLUz y LU 000 ININNIN J d N mo U1n0LU oa 0 (nNVx d'-o-o N ' tU c c N w w LL y ,y �_ ao 0 N N IL 0 -2 a 32 Q N W cE W m no N �aE c ao w c -N T of J a °' N o w £ c ININNIN T a a se �5 0 p; o E ININNIN E Z E N O N M w r2 d caw a +•' 2 Z . co) Q J 8� VU)o W2CL vi F- 1 a o d GENERAL LANDSCAPE NOTES: 1. IN AREAS SCHEDULED FOR NEW LANDSCAPE INSTALLATIONS WHERE PRIOR GRADING ACTIVITIES HAVE NOT RESULTED IN CLEARING AND GRUBBING OF EXISTING VEGETATION, THE CONTRACTOR SHALL CLEAR AND GRUB ALL WEEDS, DEAD PLANTS, TREES, V-CALIPER OR LESS AND ALL OTHER PLANT MATERIAL, SAVE AND EXCEPT THOSE SPECIMENS OR GROUPINGS SPECIFICALLY SELECTED IN THE FIELD BY THE LANDSCAPE ARCHITECT FOR PRESERVATION. 2. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLANS AND PLANT LIST AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY AND ANY PLANT SUBSTITUTIONS OR CHANGES MUST BE SUBMITTED IN WRITING FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO ORDERING. 3. PRIOR TO ORDERING AND INSTALLATION A PRE -CONSTRUCTION MEETING SHALL BE HELD BETWEEN THE LANDSCAPE ARCHITECT, OWNER AND LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO SCHEDULE MEETING. 4. STABILIZATION MAT SHALL BE APPLIED TO ALL SLOPES EXCEEDING 3:1. ANY PLANTINGS ON STABILIZED SLOPES SHALL BE CUT INTO MATTING OR OTHERWISE INSTALLED IN A MANNER THAT DOES NOT COMPROMISE THE INTEGRITY OF THE SLOPE. 5. ALL SPECIES SPECIFIED GREATER THAN ONE (1) IN QUANTITY SHALL BE ORDERED FROM A SINGLE SOURCE UNLESS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT. 6. CONTACT LANDSCAPE ARCHITECT AT THE TIME THE PLANT MATERIAL IS DELIVERED TO THE SITE TO SCHEDULE AN INSPECTION. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY, AS WELL AS AFTER INITIAL PLACEMENT OF PRIOR TO INSTALLATION. ALL INSTALLATIONS TO OCCUR FOLLOWING FINAL GRADING OF SITE. IF SCHEDULE PLANT QUANTITIES REQUIRE MULTIPLE DELIVERIES, CONTRACTOR SHALL ARRANGE TO HAVE SIMILAR GROUPINGS, AREAS DELIVERED AT THE SAME TIME IN ORDER THAT PLACEMENT AND INSTALLATION OF DESIGN CAN OCCUR TOGETHER. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF SCHEDULE AT LEAST 2 WEEKS IN ADVANCE. 7. AFTER INITIAL PLACEMENT OF PLANT MATERIAL BY THE CONTRACTOR THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REEVALUATE AND DIRECT THE CONTRACTOR TO ADJUST, IF NECESSARY. 8. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING, BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) OF PLANTING AREAS & LAWNS UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE LANDSCAPE ARCHITECT AND THE OWNER. CONTRACTOR TO PRUNE ALL PLANT MATERIAL PRIOR TO SUBSTANTIAL COMPLETION IN A FASHION THAT RESEMBLES EACH SPECIES NATURAL SHAPE UNLESS OTHERWISE NOTED ON THE PLANS. 9. THE LANDSCAPE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE (1) YEAR BEGINNING AT THE DATE OF SUBSTANTIAL COMPLETION. THE LANDSCAPE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE OR AT THE END OF THE GUARANTEE PERIOD (AS DIRECTED BY THE OWNER). THE LANDSCAPE ARCHITECT WILL APPROVE THE STAKED LOCATION OF ALL PLANT MATERIAL PRIOR TO INSTALLATION. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE & REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. THE LANDSCAPE ARCHITECT MAY AT HIS/HER DISCRETION AND ONLY UNDER UNIQUE CIRCUMSTANCES WILL ACCEPT SUBSTITUTIONS UPON WRITTEN NOTICE BY THE LANDSCAPE CONTRACTOR STATING THE REASONS FOR WHICH THE SUBSTITUTION SHOULD BE CONSIDERED AND GRANTED. 10. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION. ANY BARE ROOT STOCK SHALL BE SOAKED IN LIQUID ROOT STIMULUS SOLUTION FOR ONE-HALF HOUR AT DOUBLE STRENGTH AND GENTLY PRUNED PRIOR TO PLANTING TO ENCOURAGE NEW ROOT GROWTH. 11. STANDARDS SET FORTH IN 'AMERICAN STANDARDS FOR NURSERY STOCK' REPRESENT GUIDELINE SPECIFICATIONS AND CONSTITUTE MINIMUM QUALITY REQUIREMENTS OF THE PLANT MATERIAL FOR THIS PROJECT. 12. SOD AND SEED SHALL BE A TALL FESCUE BLEND. NOTIFY LANDSCAPE ARCHITECT OF MIXTURE PRIOR TO ORDERING FOR APPROVAL. 13. MULCH SHALL BE PLACED IN PLANTERS, PLANTING BEDS AND AROUND ALL INDIVIDUAL PLANTS NOT LOCATED IN PLANTING BEDS. MULCH SHALL BE DOUBLE SHREDDED DAR HARDWOOD AND APPLIED 2-INCHES (2") IN DEPTH BY THE LANDSCAPE CONTRACTOR UNLESS OTHERWISE NOTED ON THE DRAWINGS. MULCH RINGS AROUND INDIVIDUAL TREES SHALL BE A MINIMUM OF 36-INCHES (36") IN DIAMETER. 14. THE LANDSCAPE CONTRACTOR SHALL CLEAR ADN GRUB ALL WEEDS, DEAD TREES, TREES 1-INCH (1") CALIPER OR LESS AND OTHER SELECTED UP TO 6-INCH (6") CALIPER AS DETERMINED IN THE FIELD BY THE LANDSCAPE ARCHITECT IN THE TREE SAVE/PRESERVATION AREAS INDICATED ON THE DRAWINGS. 2-3 INCHES OF THE SPECIFIED MULCH SHALL BE SPREAD OVER THE ENTIRE CLEARED AREA OR TO THE LIMITS DESIGNATED BY THE LANDSCAPE ARCHITECT IN THE FIELD SO THAT A "NATURAL AND UNDISTURBED" CHARACTER IS REESTABLISHED. LANDSCAPE CONTRACTOR SHALL NOTIFY AND VERIFY SCOPE OF WORK WITH THE LANDSCAPE ARCHITECT PRIOR TO START OF CLEAN AND MULCH WORK. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS FROM CLEAN-UP EFFORTS FROM THE SITE. 15. ALL TREES AND SHRUBS SHALL BE ALLOWED TO REACH MATURE HEIGHT. ANY ROUTINE PRUNING SHALL BE DONE ONLY FOR CORRECTIVE MEASURES. TOPING OF TREES IS PROHIBITED. 16. INSTALLATION OF ALL TREES SHALL BE DONE AT THE APPROPRIATE TIME SUITABLE FOR THE SPECIFIC SPECIES. CONTRACTOR TO DETERMINE EXACTLY WHEN THIS SHALL BE DONE. 17. ALL MASS PLANTING AREAS SHALL BE MULCHED. LANDSCAPE CONTRACTOR TO COORDINATE HOW BED EDGES TO LOOK WITH LANDSCAPE ARCHITECT IN FIELD PRIOR TO MULCHING EFFORTS. ALL INDIVIDUAL STREETS SHALL HAVE MULCH RINGS. ALL STREET TREES BETWEEN THE SIDEWALKS AND BACK OF CURB WILL BE SQUARED MULCH BEDS AND NOT ROUND. 18. IRRIGATION DESIGN AND IMPLEMENTATION SHALL BEAT THE OWNER'S REQUEST. ANY CONTROL BOXES SHALL BE PLACED DISCREETLY AND OUT OF GENERAL SIGHT OF THE PUBLIC. CONTRACTOR TO DISCUSS POSSIBLE LOCATIONS WITH LANDSCAPE ARCHITECT PRIOR TO DESIGN AND INSTALLATION.. N N O Z N O- m U cn m J O O 0 N N 'L^ V! C O V! Y O O 0 O cn U W O 0- X O O- O N "6 Lu w cn cn LA GENERAL LANDSCAPE LIGHTING NOTES: 1. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLANS AND LIGHTING SCHEDULE AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY AND ANY LIGHTING SUBSTITUTIONS OR CHANGES MUST BE SUBMITTED IN WRITING FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO ORDERING. 2. REQUEST AND DOCUMENTATION FOR SUBSTITUTIONS MUST BE PROVIDED AND A MINIMUM OF 3 WEEKS PRIOR TO ORDERING. ANY DEVIATIONS OR SUBSTITUTIONS NOT APPROVED BY THE LANDSCAPE ARCHITECT WILL BE AT THE EXPENSE OF THE CONTRACTOR. 3. ELECTRICAL CONTRACTOR MUST VERIFY VOLTAGES AND COORDINATE THIS WITH SUPPLIER PRIOR TO ORDERING. CONTRACTOR TO ALSO SELECT AND DETERMINE TRANSFORMER SIZE(S) APPROPRIATE TO DESIGN AND ALL TRANSFORMERS, UNLESS OTHERWISE SPECIFIED ON DRAWINGS, SHALL BE PLACED DISCREETLY AND OUT OF GENERAL SIGHT OF THE PUBLIC. CONTRACTOR TO DISCUSS POSSIBLE LOCATIONS WITH LANDSCAPE ARCHITECT PRIOR TO DESIGN AND INSTALLATION. 4. LIGHTING CONTRACTOR TO COORDINATE ORDER THROUGH SPECIFIC LIGHTING CONTRACTOR LISTED ON LIGHTING CUT -DETAILS PROVIDED SO THAT SPECIFIC OPTIONS CAN BE DETERMINED AND SPECIFIED AT TIME OF ORDER. CONSULT LANDSCAPE ARCHITECT DURING COORDINATION. 5. CONTRACTOR TO PROVIDE PVC (SCHEDULE 40) SLEEVES WITH PULL WIRES AT EACH LOCATION NECESSARY FOR INSTALLATION OF LIGHTING PLAN. SLEEVES SHALL BE PLACED PRIOR TO STONE AND ASPHALT PAVING INSTALLATION AND SHALL NOT CONFLICT WITH OTHER UNDERGROUND INFRASTRUCTURE OR SYSTEMS. LIGHTING CONTRACTOR TO CONTRACT GENERAL CONTRACTOR TO DISCUSS AND DETERMINE LOCATIONS. ALL SLEEVING SHALL BE 3" DIAMETER MINIMUM (UNLESS NOTED ON THE PLANS) AND BE EXTENDED BEYOND ANY AND ALL PAVEMENT LIMITS (INCLUDING BACK OF CURB) INTO GRASS AREAS. CONDUIT TO BE PROVIDED BY CONTRACTOR. 6. CONTRACTOR TO MARK ALL SLEEVE ENDS FOR AS -BUILT RECORDATION PURPOSES IN A LEGIBLE MANNER. 7. ALL STANDARD FINISHES SHALL BE BLACK UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS OR IN THE SPECIFIC LIGHTING CUT -DETAILS PROVIDED ON THE DRAWINGS. 8. ALL LIGHTS SHALL BE CONTROLLED EITHER BY PHOTOCELL(S) OR TIMER(S) (OR A COMBINATION OF THE TWO). ALL DEVICES SHALL BE PLACED DISCREETLY AND OUT OF GENERAL SIGHT OF THE PUBLIC WHEREVER POSSIBLE. 9. ALL POLES LOCATED IN ANY PARKING LOT SHALL BE MOUNTED ON A 2.5' CONCRETE PARKING BUMPER. 10. ANY JUNCTION BOXES SHALL BE WATERPROOF. 11. EACH OUTDOOR LUMINARIES SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND ROADWAYS. ALL LIGHTING, EMITTING OVER 3,000 LUMENS SHALL BE FULL CUT-OFF FIXTURES, PER SECTION 18.4.17 OF THE ZONING ORDINANCE. 12. ALL LOW VOLTAGE LIGHTING, EMITS LESS THAN 3,000 LUMENS. 13. THE SPILLOVER OF LIGHTING FROM PARKING AREA LIGHTING ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL AND COMMERCIAL AREA ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF e12) FOOT-CANDLE UNLESS AUTHORIZED BY EITHER THE ZONING ADMINISTRATOR (OR HIS DESIGNEE), THE DEVELOPER OR HOME OWNER'S ASSOCIATION (HOA) IN WRITING. IN MOST CASES, THE ZONING ADMINISTRATOR SHALL GOVERN. 14. ALL PROJECTS WITH EXTERIOR LIGHTING NOT INTENDED FOR 24-HOUR OPERATION SHALL HAVE INSTALLED EITHER AN AUTOMATIC SWITCHING OR PHOTOCELL CONTROL SYSTEM. IF AN AUTOMATIC SWITCHING SYSTEM IS PREFERRED, THEN IT SHALL HAVE THE FOLLOWING FEATURES: A SEVEN DAY OPERATION, ASTRONOMIC CONTROL CAPABILITY FOR SEASONAL ADJUSTMENT, AND AT LEAST A FOUR HOUR BACKUP. CONTRACTORS SHALL INSTALL THE WATT STOPPER/LEGRAND SERIES LP PEANUT LIGHTING CONTROL PANEL; 1.800.879.8585 (OR EQUAL) SUITABLE TO THE PROJECT AND TO MEET THE ABOVE REQUIREMENTS. 15. SIGN LIGHTING SHALL INSTALLED INTERNALLY TO THE SIGN CABINET. Omm � E E h o 0 _ o n O aaj O O yv'v > > oE' Mwm g o E ms y c� c � .w .a m 1, J H v 3 3 • � ¢ d a9i y a m 3 c J d Z a c 0 m a Lf)_ �Y Q Y J C N c °"° M C J Q Z LLI �" W C 't co a co rn y u?a LL co m L z M 0 0 •� iJ H Q Q cl) U c: 0 E 0� Q � Q Q. O ;0 }0 Q J /�VJ�/ O w a� L as s� Ol o w U a mw U Ev J O J Ua o dm y N C N N O y TW c Cj > S LHG owETE .m5NO. �a 3 N N o n� t Cl O y 0 o O T E O NC1° c Q N E .s > a c O D 0 y Z 0 na �'o N do 6� o E p N N � N6 N L ZWN w- O z y .000 w tq `oti U�a y� N O W o a U)NU w N � C C m W N N N W N y N s O Zm no E c ao T N y T o E U N d � C T d • N J �o ^E O c4 T E E m �_ £ > i.fi W m Z c O o J � = F- mi J 6- a� ■ 3 a N O_ M U W C m J 0 J N N L W 0 0 M W Y O O 0 0 O >O U) U N O ■ o / f \ \ I / e _ �M �\ i 41 44 41 w VV ,don ��— --_ / - EDGING; TYP. D / - ^ (TOTAL 232 LF) 0 / _77s (1) GB NOTE: ALL LANDSCAPE BEDS - - - - �/f� -(12) MC - - - _ � BE STONE MULCH; TYP. - = — - 0 ) SEE ARE IL / (TOTAL AREA - 180 SF ; S / r / r DETAIL I_ -� � --__--- '-- _ oo —' - /WATERESMI _ 1 (7) IG --- — ( 4) IG - ACCESS ........... (6) CH _ - - o / - �- - - �/ / ESMT —$= — — � — — — — — ——— — — — --- — —� — — — _ ' (6) MC (14) BX A Landsca 101 Plan (6) MC (53) MC / ' SIGHT CIISTANCE ESMT BERKMAR DRIVE \ 0 10' 20 40' Z COUNTY LANDSCAPE CALCULATIONS: FOR TMP 45-94A2 ONLY ADDITIONAL REQUIREMENTS: Required per Z.O. 32.7.9.8 A. Required Acres SF Site Acreage: 0.370 - Farm Credit: 0.000 - Recreational Credit: 0.000 - Open Space Credit: 0.000 - Public Land Credit: 0.000 - School Recreational Areas Credit: 0.000 - Open Space Amenity Credit: 0.000 - Preservation Credit: 0.000 - Agent Approved Credit: 0.000 - Basis for Canopy: 0.370 16,117 Equation: Site Acreage () Credits = Basis for Canopy Al. Basis for Canopy ('A' above) 0.370 16,117 Min. Tree Canopy Requirement 15% refer: Z. 0. 32.7.9.8 Total: 0.056 2,418 Equation: Basis for Canopy (X) Min. T.C. Requirement = Total B. Preserved Acres SF Preserved Area: 0.000 - Bonus Factor: (ref"" Z. 0. 32.7.9.8(e)) 1.25 Total: 0.000 - Equation: Preserved Area (X) Bonus Factor = Total C. Balance Acres SF Tree Canopy Preserved (B): 0.000 - Tree Canopy Required (Al): 0.056 2,418 Total: -0.056 (2,418) See Notes below Total Tree Canopy Provided: 2,008 Equation: Preserved (-) Required = Total to determine if additional trees are needed. Note: If Balance is negative then additional canopy IS required. Refer to Tree Canopy Replacement Calculations Table for details. If Balance is postive then NO additional canopy is required. TREE CANOPY CALCULATIONS: LARGE DECIDUOUS TREES (50'-70') (Shade and/or Street) Botanical Name I Common Name Ginkgo biloba "Princeton Sentry" "Princeton Sentry" Ginkgo ORNAMENTAL TREES (20'-40') Botanical Name I Common Name BROADLEAVED EVERGREEN/ SEMI -EVERGREEN SHRUBS Botanical Name I Common Name Ilex glabra & cvs. PLANT LIST: Inkberry Holly (Compacta, Nigra, Shamrock) 5% of Paved Areas: Paved Areas: Required: Proposed: SF Acres #of Trees 8,300 0.19 415 0.01 8 The Proposed includes all required shrubs and evergreens adjacent to travelways, parking areas in addition to the (1) parking lot tree. There are 86 shrubs proposed. Parking Lot Trees Total Spaces: 8 Required: 1 1 tree per 10 spaces 1 tree per 40 LF of 212 LF of frontage (20C.8) 5 Provided: 5 "Provided" is in addition to the existing mature trees being saved on TMP 45-94A1. Any future development of TMP 45- 94A1 will account for additional landscape rrequirements and canopy compensations in that application Conflicts with existing utlities prevent achieving minimum standards. Applicant is requesting a landscape waiver Screening: As shown on plans via evergreen plantings. Not Applicable Qty. I Minimum Cal iper or eight at Growth over In lal Years to Ratio Heig Width Total Width Area of Canopy I Total Area of Canopy Height Planti Years L i•L creening) (3'-15') Qty. Minimum Caliper or Height at Growth over I Total Height I Ratio of Width I Total Width I Area of Canopy Total Area of Canopy Height Panting 10 Years In 10 Years to Height In 10 Years (Min. Cal./Ht.) (x) (Y) X + Y = T (R) (R) T = D (D)-2* 3. 14/4= Qty. x Area of Canopy (SF) 34 (1'/z-2'/i) 2 4 6 0.90 5.4 23 778 Label ScientificName CommonName AG Acer griseum Paperbark Maple BX Buddleia x Lo & Behold Blue Chip Jr." (Dwarf) Blue Chip Jr. Butterfly Bush CH Cephalotaxus harringtonia 'Plania' Plum Yew (spreading) GB Ginkgo biloba "Princeton Sentry" Princeton Sentry Ginko (MALE) IG Ilex glabra 'Gem Box' Gem Box Inkberry MC Muhlenbergia capillaris'lrvine' Plumetastic Pink Muhly 778 Grand Total: 2008 Quantity Caliper Height Spread Root Comments 5 1.5-2" B&B Straighttrunk; branching begins at 2'; balanced head 14 18-24" 3 G Dense form; healthy color; uniform branching; 36" O.C. 13 18-24" 3 G Dense form; healthy color; uniform branching; 36" O.C. 1 2-2.5" B&B Straight trunk; branching begins at 3'; balanced head, Columnar 34 18-24" 3 G Dense form; healthy color; uniform branching; 36" O.C. 75 18-24" 3 G Dense form; healthy color; uniform branching; 36" O.C. O OI o M O � n0 E E ,O O O o L ¢ C;O Nn a v im > UJ CO 21 y o o L Ul N y c c Wm mt N O U N 0 N QCn J - M M Ul N "O Ej M m V N Q as � o 3 a �3 MN J y 0 Z a ai ai CCL Z J J °_°' YJ`_ 10 �r J Z aim a M C LV WN �a m� LL d L z M 0 0 .,z O '=J L)a� Q Q Cl) U Q) 0 E 0� Q Q C U �\ O N ♦y mU o a / �V\ O ^ U sLo a L om �a - = 6 `v Q)a3 m =w U OU E � of a U C O oa m o, c m �a E " a c 3 �a �w o wo m T 0 N O W N Z N No >ti ) a 3 �s a `s t �r U d J C N O o a COO = L N O N N 0O y n- Yl d O m E r E . >a 00 z to a o0 N O m Z of °N C N N N � H X� z W dJ N O-)z _ w000 9¢ J ? V% oy 0 a U W a Z y 0 o � U °w Oas N y N � N ,p LL a 3 Qya =w W 0 (1)r0 - vi O a T y LU U r J Ng W a� �3 H o ° m r Z 0 3 m m N E I— d L M Z /r\ L _ O CL LU �w a � = ZO 2W N N Z E =~�° Q m o �Wr� V J OI.- J ao a ■ 555 550 545 540 535 530 525 520 i y) a ai 0 0 cz _N W Y) C) 0 J N N a� Y) 0 0 c^ V! Y O O Q 0 2O J_ U O X O -0 Q O 0 I a cz a LLJ i U ■ 515 510 555 550 545 540 535 530 525 520 515 RIO HILLS SHOPPING CENTER Site Elevation- North RIO HILLS SC SITE HN: 1" = 10'-0" BERKMAR DRIVE 0 5' 10' 20' SITE 555 550 545 540 535 —530 525 520 -515 -510 BERKMAR DRIVE SITE RIO HILLS SC - 555 555 550 545 540 535 530 525 520 515 510 Site Elevation- South HIV: 1" = 10'-0" 0 5' 10' 20' LOT D1 (FUTURE DEVELOPMENT) 550 545 540 535 530 525 520 515 510 ccc WALL FACE ONLY TO RE$EMBUi N16 SMOOTH STACKED WALLALONG FRONT FACADE OVER TO BUILDING C Site Elevation- West '17200 HIV: 1"=10'-0" 555 550 545 540 535 530 525 520 515 SITE 7Z LOT D1 (FUTURE DEVELOPMENT) Site Elevation- West (of Retaining Wall and Guardrail) H/V: 1" = 10'-0" 555 550 545 540 535 530 525 520 515 0 5' 10' 20' 0 5' 10' 20' 520 515 L z M 00� 0) LD F Q cl) U M 0� � 0 � Q Q co c 0 w � U J }j0 as O O m .� 0 W 3 M =W W J �a U _ C O 0, N C w w N a E Ea � 3 ma �o 0, ti4Gl -d I� 90 T.0 c N d W O Wc N d c W n' � r vp IDS g' o � T Q J 3NN o.:ff L00 N O m c i SOD N U E E G EN m >a 00 z V) a 9,6 N � c N -L of Ow C w N w � H F K w L -L W � d w.- O � z ° w w000 9a JLUa N V W w o a Z N O N N U w e Q a (� as O w w N � LL �E W n o (n L C Ql Q yO_ T y W/� 5 c Li/ T _ N O �O �$ Z a vi O E O O O T E w Z 5� O W � > W A �a/) V/ = Z EQ N W J d� � Q ow J fn F- a =a s a ■ 0) 3 ui Q1 c m d 0 0 Lo J L N U) 0 O U) 0 O 0 0 O U N 0 d X 0 0- 0 ❑ cn m w U 0 NOTES: 1. SEE SPECIFICATIONS FOR DRAINAGE TEST REQUIREMENTS PRIOR TO PLANTINGS (SECTION 02900). IF NO SPECIFICATIONS ARE AVAILABLE CONSULT LANDSCAPE ARCHITECT. 2. DO NOT ALLOW AIR POCKETS TO FORM WHEN BACKFILLING. 3. IMMEDIATELY SOAK WITH WATER. 4. DO NOT BREAK ROOTBALL. 5. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATIONS WHERE SOIL CHARACTERISTICS ARE NOT AGREEABLE OR WHERE CONDITIONS RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. 6. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE CAUSED BY OR INCURRED DURING INSTALLATION. 7. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS. PLANTING NOTES: 1. EXCAVATE ROOTBALL PIT 2X SIZE OF ROOTBALL/POT. 2. ADD EXCAVATED SOIL & TAMP. SET TREE SO THAT TOP OF ROOTBALL IS 2-3" HIGHER THAN FINISHED GRADE. 3. BACKFILL WITH SPECIFIED SOIL MIX AND WATER IN THOROUGHLY. 4. FINISH BACKFILLING, CONSTRUCT PIT ON LOWER SIDE (BY TRENCHING) AND ADD MULCH. 5. STAKE AND GUY SECURELY ACCORDING TO STAKING OPTIONS. MULCH LAYER (AS SPECIFIED) FINISHED GRADE CULTIVATE SOIL IN PLANTING SOIL MIX LANDSCAPE AREA TO (AS SPECIFIED) A MININUM DEPTH OF EDGE OF LANDSCAPE 12"; TYP. AREA, PAVEMENT EDGE OR 12" 2 3 BACK OF CURB MIN 'I SAME AS BELOW IN A CULTIVATED AND MULCHED PLANTING AREA MULCH LAYER (AS SPECIFIED) MULCH LAYER- BEGIN AT PIT LIMITS AND ADD NO MORE FINISHED GRADE THAN 3" TAPERING UP TO 1"AT TREE COLLAR. BLEND WITH TO EXISTING GRADE PLANTING SOIL MIX AS NECESSARY AT OUTER PIT EDGE (AS SPECIFIED) FINISHED GRADE-ITI-111 =111=I I I -1-1I1I1-I11 PLANTING SOIL MIX=1i1=1i1= pp pp // pp ggUU ��qq 'I=IIII=III- AND/OR ALLpd(3 -BIODEGRADABLE 1=11�111= PACKAGING AFTER FINAL =III-III=11 PLACEMENT OFROOTBALL iillliiilllii SCARIFY BASE OF PIT. BREAK -+H= t--rt THROUGH AND LOOSEN ALL -111i III= HARDPAN (REMOVE AS �11-11 NECESSARY) TO FACILITATE PROPER DRAINAGE ROOTBALL PITS SECTION 12" 2_g„ y�//Iy DOWNHILLRSIDE OF L PITO TOIN PLANTING AREA TRENCH EDGE AROUND ENTIRE AREA f�n -_TO BE=111-III- MULCHED =1I 1=1Iz =III -II I1-II I=II I=III=III=' mg II I -I I =III=III=III-III= -II =III=III=III=III=1T' -III=III=III=I I I1=1I 1- - I I-1 i I -III -I I1=1I 1=1I 1=1I 1=1I I =III=III=III=III=III=III=11 _ -I11=III=I-111I-III=11 k -I=1I 1=1I1=1I 1=III-1I 1=1I-= --TI-ITI-- - ' - RETURN EXCAVATED SOIL AS NEEDED AND COMPACT ON A SLOPE LIGHTLY TO BRING PIT BACK TO FINISHED GRADE. PREVENT TREE FROM SETTLING IN FUTURE NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. GRADES NOT TO EXCEED 3:1 SLOPES. 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS. REFER TO TREE ST/ DETAIL FOR SUITAB OPTIONS B L500 TRENCH EDGE ARO ENTIRE AREA TO BE MULCHED ROOTBALL PIT DETAIL: A L500 TREE PLANTING SECTION N.T.S. 110 SOIL SECTION N.T.S. NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. GRADES NOT TO EXCEED 3:1 SLOPES. 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OR ANY SITUATION WHERE SITE CONDITIONS OR SOIL CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTINGS CRITERIA OR RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. 5. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING PLANT INSTALLATION. 6. ALL STAKING TO BE PLACED OUTSIDE LIMITS OF TREE PIT. 7. ALL GUYING TO BE ENCASED AND SECURED TO THE PLANT IN RUBBER HOSE (OR EQUAL). GUY WIRE OPTION 2: DIAGONAL STAKING (FOR EVERGREENS ONLY (1) STAKE & GUY PER TREE OPTION 1: VERTICAL STAKING (2) STAKES & GUYING PER TREE. SET STAKES 1800 AROUND THE TREE. SET GUYING A MININUM OF %2 THE HEIGHT OF TREE AND ABOVE THE LOWEST BRANCHES SECTION 300 TYP. ROOTBALL TREE STAKING OPTIONS SECTION, PLAN Dn%A1 coerinir_ CROWN BED 2-3"; TOP OF ROOTBALL TO BE A MIN. OF 2" ABOVE FINISHED GRADE MULCH FINISHED GRADE -- UNDISTURBED SUBGRADE CULTIVATE SOIL WITH ROTO-TILLER TO A MIN. DEPTH OF 12"; BREAK TRHOUGH HARDPAN AND REMOVE TO PROVIDE GOOD DRAINAGE 12" 12" CROWN BED 2-3"; TOP OF ROOTBALL TO BE A MIN. OF 2" ABOVE FINISHED GRADE MULCH FINISHED GRADE 1200 STAKE ON 1 RUBBER HOSE PLAN OPTION 3: GUY WIRE STAKING (3) #14 GA. SOILD WIRES TO BE PULLED TAUT WITH GALV. TURNBUCKLE (OR EQUAL) AND SECURED TO GROUND BY (3) 18" MIN. LENGTH TREE STAKES SET BELOW GRADE. SET STAKE & GUYING PER PLAN VIEW MULCH LAYER CULTIVATED SOIL N.T.S. ROW SPACING O.C. SPACING w ROOTBALL = - - �wDTH PLAN PLANTING SOIL MIX (AS SPECIFIED); CULTIVATE A MIN. OF 4" LAYER OF PLANTING SOIL MIX INTO BED; PROVIDE 1" OF CROWN FOR EVERY FOOT OF BED WIDTH. t all O.C. SPACING ROOTBALL BE PLAN WIDTH UNDISTURBED SUBGRADE� PLANTING SOIL MIX (AS SPECIFIED); CULTIVATE SOIL WITH ROTO-TILLER TO CULTIVATE A MIN. OF 4" LAYER OF A MIN. DEPTH OF 12"; BREAK TRHOUGH PLANTING SOIL MIX INTO BED HARDPAN AND REMOVE TO PROVIDE GOOD DRAINAGE SHRUB PLANTING (SINGLE & DOUBLE ROWS) SECTION, PLAN NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. GRADES NOT TO EXCEED 3:1 SLOPES. 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS. FINISHED GRADE MULCH M RING ROOTBALL REFER TO TREEi- ROOTBALL PIT DETAIL: A COMPACT EXCAVATED SOIL TO L500 FORM ROOTBALL PIT ON DOWNHILL SIDE OF PLANTING AREA TREE PLANTING ON SLOPES SECTION, PLAN NOTES 1. (1) 2X2 WOODEN STAKE OR #4 REBAR PER TREE 2. SET TREE PLUMB PRIOR TO STAKING 3. SECURE STAKE TO TREE TRUNK WITH 12 GA. GALV. WIRE & RUBBER HOSE (OR EQUAL) AT MIN. OF %2 TREE HEIGHT 4. STAKING TO BE CONSISTENT ALONG ALL ROWS AND WITH TYPICAL STAKING DETAIL 5. SET ROOTBALL EVEN WITH FINISHED GRADE. (AS SPECIFIED ON DWGS.) EXISTING GRASS TO REMAIN UNDISTURBED 2 EXCEPT WHERE TREES ARE _ PLANTED w FINISHED GRADE = v O.C. SPACING TYP. REFER TO iii=iii=iii=iii=iii -i- -I I I -I I I -I I I -I I I -I I I -I I=1 I IIIi=i1 I I'. ROOTBALLDETAIL;-"'-111„ 11II11T11T11111T11 IITIIP. TYP. A - --- - - L500 NOTE: LENGTH OF WOOD STAKES VARIES WITH HEIGHT OF TREE. EACH STAKE TO BE DRIVEN INTO THE GROUND 30" MIN. (AS SPECIFIED ON DWGS.) , EXISTING GRASS TO REMAIN UNDISTURBED 2 EXCEPT WHERE TREES ARE PLANTED = w FINISHED GRADE _ O.C. SPACING TYP. STAKES ON "HIGH" SIDE OF TREE ONLY G o w 0 N 0 Q J � o O • ° o` U 221/20 --j DIRECTION_ z w OF SLOPE 0- � PLAN 2O MULCH LAYER TRENCHED EDGE AROUND ENTIRE AREA TO BE MULCHED SECTION N.T.S. TREE STAKE GALV. WIRE HOSE STAKING ENLARGEMENT (AS SPECIFIED ON DWGS.) TREE STAKING ENLARGEMENT MASS PLANTING & STAKING IN EXISTING VEGETATED AND MULCHED PLANTING AREAS GALV. WIRE HOSE N.T.S. O0 SECTION N.T.S. L z o 0� O U Q U � O O Q Q O y �U J 4-0 i/5' (� o 0 V O � V 42 nq U � O � a 5� 0 M� L �1 =m W U Ev J O J U a 00 2� dm ma y O TW E.2 c 1 f F o0 J O T O N 2 U V71 E2 �S c o LN 5 �a C N O o 'o 3N N nt_, o N O U)L to a o 0) E N Ew >a oo z m as 'o N � _ Z of Oa E da a 0g Z W N O � z y [x iiimoo �¢ J � ILcomo UU)Ow oa 0 !q V w a�i '-�-o L) ww y ,y O y 2LL N N Q yW =E W ao N 0 Wo w T of J ya w = DCT d a se �5 O 2 o n Z O E E z Z E m _ QiH £9� O w �6 a w a-6 co) Z= co) �iii$Ew ++ J 9 0 J = a mm cC O 0 a d F- a o d ■ N N Q1 C m D_ O 0 J N N N L W c O .m U) Y O O 0 O U N 0 D_ X O Q O m W C) NOTES: 1. LENGTH OF WOOD STAKES VARIES WITH HEIGHT OF TREE. EACH STAKE TO BE DRIVEN (30" MIN.) INTO SLOPE AT ANGLE INDICATED. 2. GRADES NOT TO EXCEED 2:1. 3. TRENCH ALL EDGES OF PLANTING BED. F SPACING TYP. FINISHED !'- GRADE 11 II IIIIIIIII. =111-1 I I TREE (AS SPECIFIED ON DWGS.) TYPICAL STAKING: 1. (1) 2X2 WOODEN STAKE OR #4 REBAR PER TREE 2. SET TREE PLUMB PRIOR TO STAKING 3. SECURE STAKE TO TREE TRUNK WITH 12 GA. GALV. WIRE & RUBBER HOSE (OR EQUAL) AT MIN. OF %Z TREE HEIGHT 4. STAKING TO BE CONSISTENT ALONG ALL ROWS AND WITH TYPICAL STAKING DETAIL 5. SET UPHILL EDGE OF ROOTBALL (FOR SLOPE PLANTINGS ONLY) 450 REFER TOE ROOTBALL DETAIL COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE PLANT SOIL MIX (AS SPECIFIED ON DWGS.) (AS SPECIFIED ON DWGS.) MASS PLANTING AND STAKING ON SLOPE DETAIL STAKE GALV. WIRE STAKING ENLARGEMENT N.T.S. TRENCH EDGE (TYP) ROW psi �W MIIIIIIIIIIII 111111111111111 1" X 4" GALV. LANDSCAPE STAKE W/ 2" X 4" X 30" ZINC COATED FENCE (2 1/2' ABOVE); TENSION FENCE BETWEEN POST PRIOR TO ATTACHING TO POST W/ MIN. (3) GALV. FLEX'C' RINGS PER POST. LOCATE AT TOP OF SLOPE. 2' MAX. USE EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE. SHRUB PLANTING ON SLOPE (SET PLANTS PLUMB) MULCH LAYER (AS SPECIFIED) 24" 1- -III' I=IIII=IIII=IIII=11 �{J ADD EXCAVATED SOIL TO BRING TOP IIII=IIII=IIII=IIII -IIII= IIII—IIII—IIII=II OF ROOTBALL TO FINISHED GRADE. 4" MIN. _ TAMP LIGHTLY PRIOR TO SETTING -1 II=1111 SHRUB TO PREVENT SETTLING. =IIII-III -IIII-IIII- _ -nlI=IIII= „ '' =IIII=IIII=_IIII: SET TOP OF ROOTBALL 4-'llI-IIII- LEVEL WITH FINISHED GRADE. I 1 SHRUB PLANTING ON SLOPES DETAIL PLANTING SOIL MIX (AS SPECIFIED) GROUND COVER (AS SPECIFIED ON DRAWING) LEAVE NO ROOTS EXPOSED MULCH LAYER (AS SPECIFIED) 24" FINISHED EDGE NOTED) TRENCH EDGE (TYP.) TRENCH EDGE (TYP) N.T.S. PLANTING PROCEDURE 1. LAY OUT BED AND OUTLINE WITH TRENCH EDGE. PLACE SOIL FROM EDGE WITHIN BED. 2. ROTOTILL BED TO 12" DEPTH. SPREAD 3" MIN. LAYER OF PLANTING SOIL MIX OVER BED. ROTOTILL SOIL MIX INTO TOP OF BED. INSTALL PLANTS & MULCH. WATER THOROUGHLY. EDGE OF LANDSCAPE AREA, ...... . PAVEMENT EDGE, OR BACK OF CURB. UNDISTURBED SUBGRADE BREAK THROUGH ANY EXISTING "HARD -PAN" CULTIVATE SOIL IN LANDSCAPE AND REMOVE AS NECESSARY TO PROVIDE AREA TO MINIMUM DEPTH OF 12" GOOD PERCULATION & POSITIVE DRAINAGE. GROUNDCOVER PLANTING IN MULCH AND CULTIVATED PLANTING AREA DETAIL N.T.S. TRENCH EDGE (TYP) 1 " X 4" GALV. LANDSCAPE STAKE W/ 2" X 4" X 30" ZINC COATED FENCE (2 1/2' ABOVE); TENSION FENCE BETWEEN POST PRIOR 2 MAX. ROW SPACING TO ATTACHING TO POST W/ MIN. (3) GALV. FLEX'C' RINGS PER POST. 1 LOCATE AT TOP OF SLOPE. -.III USE EXCAVATED SOIL TO IIII=_IIII= FORM ROOTBALL PIT ON IIII-IIII= DOWNHILL SIDE. -IIII-III III JUNIPER PLANTING ON SLOPE IIII=III - (SET PLANTS PLUMB) __ III= lu=_Ilu_luI=IIII II=IIII-IIII=IIII=IIII=III MULCH LAYER (AS SPECIFIED) IIII=IIII=_IIII-IIII=_IIII=11 =IIII=IIII=IIII=_IIII=1111- II=11i1= 30" PLANTING SOIL MIX =_IIII=_IIII=_IIII=_IIII=_ (AS SPECIFIED) III =1111=1111=1111=1111=1111 nI=IIII=IIII=IIII=_IIII=_ TRENCH =1i11-11i1=IIII=IIII _ _ II=_ EDGE =III' =IIII=_IIII=IIII=11 (TYP) ADD EXCAVATED SOIL TO BRING TOP _IIII=IIII=IIII=IIII =IIII= IIII=IIII— III —,I OF ROOTBALL TO FINISHED GRADE. 4" MIN. _ TAMP LIGHTLY PRIOR TO SETTING SHRUB TO PREVENT SETTLING. =IIII=III =IIII=1111- 1111=IIII= 'I=IIII=IIII=IIII= SET TOP OF ROOTBALL --lljl-IIII- LEVEL WITH FINISHED GRADE. 3 1/2" MIN. SHRUB (JUNIPER) PLANTING ON SLOPE DETAIL N.T.S. NOTE FOR PROPER PLANTING PROCEDURE OF PERENNIAL BEDS, REFER TO "ANNUAL COLOR AND PERENNIAL PLANTING NOTES". ROW SPACING PERENNIALS (AS SPECIFIED ON DRAWING) EPA EDGE (TYP.) FINISHED — IIII=IIII= 111 PERENNIAL SOIL MIX (AS SPECIFIED) III=_IIII=IIII=IIII=_IIII=IIII=_'=� �n=IIII=IIII-IIII=IIII-IIII-IIII=III' =IIII= "1=IIII=IIII=IIII=IIII=IIII=IIII= III=IIII CULTIVATE SOIL WITH ROTOTILLER AN ADDITIONAL 6-8" DEPTH UNDISTURBED SUBGRADE FOR PERENNIALS/SHRUBS (AS SPECIFIED ON DRAWING) MULCH LAYER (AS SPECIFIED) ■ vl =IIII=IIII=IIII =IIII=1111=IIII=IIII=IIII =IIII= III Ell II=IIII=III=I III =IIII=IIII=IIll =III I=I I IIII-IIII=IIII=IIII-IIII=IIII-III I-IIII=" III=IIII=IIII=IIII=IIII=IIII=IIII= ' BREAK THROUGH ANY EXISTING "HARD -PAN" & REMOVE AS NECESSARY TO PROVIDE GOOD PERCOLATION & POSITIVE DRAINAGE. MASS PERENNIAL BED PLANTING DETAIL N.T.S. O O N 2 Hr E E o 0 A-2 �v'v > > CO M N N o mt � a a J r U O a a a? ai '2iY55 � 3 0 Z .� c u ai CL s JZ y z r� c "` a M uj a Wy m� LL U �_ m m L z M 0 0� O }, F U 0- Q U M 0� E 0� Q Q O y fU J }� L as (1! 0 0 n tq U a O � a Ec N M EW W U© Ev J O J U a OO = C a rn y N C a N O 02 O C N p TW ♦�lP TJ�� oa F o J O T O d C 5 L A� 5 �2 C N O o ' t., L N O 2 m N L 0 o N E 0" N Ew > (L c on N Z N mo o N a � Z of O E N ii d 6 i F d V Z W () y O�z y l..moo �¢ J L d N 8o UU)Ow oa 0 (1)U V w 0'-o-o tU ww y ,y O y y , aN-2 Q yW =E W m no N �a ao W =.y T of J O° Wya T a a se �5 O p; o N o Z _ m E • ED _ \r �^ T Z � E m O 0 W a d f1 W_ o N a% z = V) fn $E w ++ J 9 0 �0 O J =a s � a d F- a 8 d ■ a C J Ln 0 Ln J N N N 'L V_/ C O m V/ Y O O Q 0 >O U) U O 0 m KEY (FOR L504 ONLY) PATH LIGHT BOLLARD / L506 QI12 II _ WALL CAPGSTEP LIGHT ' L5o8 QI 19 <l f eUP LIGHTNI 1 D / \ L506 ❑m QW ZMOUNTEOUPLIGHT Nys, eTRANSFORMER L506 QW:1 \ I CT �n ,, dgn -- -- l / - - /A',MCP. J/` T, - ,------- , ........... ........... ........... _1A UM --_ ---- - - - ® NOTE: - - - — - - / ® / / / / AR --FOR-LI HTING ON THE \— » BUILDING SEE ARCH.UWGS.09 \ - _ `L A \ Landscape Liqhtinq Plan SIGN LETTERING TO BE LIGHTED' INTERNALLY, SIGN BACKGR� ND TO BE OPAQUE (REFER��IGN PERMIT FOR DETAILS) BERKMAR DRIVE 0 10' 20' 40' Z L z M O O •� O L)a� Q Q Cl) U N 0� E 0 Q C �U J }/ L as 0 0 0 n� C M N W u 3 M 0w �LI i� J �a U `e a N N Ea T3 m nw o W s N m $ O r^4 o N >ti > ) a s CD� Lc � ST J C N O � a C O O y L N O W rn � � 00 m U) E� N E m > d I 00 -° Z U) a s � o N � 0 m Z of 0N C N W N � i % N V d L 0 W y C O�Z WM � wp00 9¢ J ? a y w 0 0 Lu Z U) 0 Q e Q N (n U C C Q✓.Q✓ 0I. M M LL W � W 0' W �E W a � y m L C Q W aE J a Ng W T _ L a � i a 0 8 " E Z Z Lo n y y AJ E w _ O A w Q W �2 Z=vi Lo0 N d E W J d� JIn 0 p \a N J H ao a ■ \7♦ A PROFESSIONAL Type: //I\\ OUTDOOR LIGHTING M°del: BR-2500-B-4.5-25° LED SPECIFICATION SHEET Project MODEL 2500 Landscape Series Bollards & Beacons FIXTURE SPECIFICATIONS HOUSING: Die-cast, copper -free aluminum with a silicone gasket to provide a superior weather -tight seal. POST: Heavy -gauge extruded aluminum (1/8" wall thickness). FINISH: Durable powder coat finish available in Black, Architectural Bronze, Dark Bronze, Granite, White, Architectural Brick, Light Bronze, Special Bronze, Glossy Gray, Rust, Hunter Green, Weathered Bronze, Weathered Iron, Graphite Metallic, Verde, Pewter, Mocha and Olde Finish. Custom Powder mat finishes available on request. SOCKET/LAMP HOLDER: Top grade ceramic socket with nickel contacts, stainless steel springs, and Teflon -jacketed wire leads. LENS: Clear, machined, fiber optic quality acrylic lens, fitted to the housing with a silicone gasket to provide a superior weather -tight seal. DIMENSIONS: 16" 4osrwn LAMP TYPE: • MR-16 Halogen - 20W max. LN-20 BAB (20W) standard. • MR-16 LED -4.5W 36e Flood. LN16-4.5-W,36-LED Standard. MOUNTING: Aluminum mounting base with non -corroding ABS ground stake included for ground mounting. FASTENERS: All fasteners are stainless steel. WIRING: Provided with a three-foot pigtail of 18-2 direct -burial cable and underground connectors for a secure connection to the supply cable. All Vista luminaires are MADE IN THE U.S.A. Vise (•rohaiorel ONdwrllghtlnH reserves the rlghtto moday the deelHn arxVor carutmNon ofrhe fixture shown wirhmrcrunher natiflrsrbn. 1625 Surveyor Avenue • Simi Valley, CA93063 • (805152T-098T • (8M) V TA (84)� FAX: (B88) 67lLVISTA (8478) • amailavistapro.wm • www.visWPm.pmuwm PATH LIGHT DETAIL Type: ♦ A PROFESSIONAL //I\\ OUTDOOR LIGHTING Model: GR-5006-B-4.5-25-FR SPECIFICATION SHEET Project: MODEL 5006 Landscape Series Up & Accent Lights FIXTURE SPECIFICATIONS HOUSING: Die-cast, copper -free aluminum. SHROUD: Die-cast, copper-iree aluminum fitted to housing with a silicone O-ring gaskets - providing a superior weather -tight seal. FINISH: Durable powder coat finish available in Black, Architectural Bronze, Dark Bronze, Granite, White, Architectural Brick, Light Bronze, Special Bronze, Glossy Gray, Rust, Hunter Green, Weathered Bronze, Weathered Iron, Graphite Metallic, Verde, Pewter, Mocha and Older Finish. LENS: Clear, tempered, shock and heat-resitant, soda -lime glass lens. LAMP TYPE: MR-16 LED Lamp Only- 36" Flood, 4.5W is standard. Optic: Available in 15" Narrow Spot, 25" Spot, 36" Flood, or 60" Wide Flood distributions. MOUNTING: Injection -molded composite adjustable knuckle with Yz" NPS stem. Fixture may be mounted into threaded hubs in junction boxes, ground stakes (GR), tree mount boxes (TR), or mounting canopies (WR). DIMENSIONS: ISM urrm FASTENERS: All fasteners are stainless steel. WIRING: Prewired with a 36" pigtail of 18-2 direct -burial cable and underground connectors for a secure connection to supply cable. All Vista luminaires are MADE IN U.S.A CONTRACTOR WITH LANDSCAPE ARCHITECT TO DETERMINE IF STAKE IS TO BE USED Vista Pmfenkmal Outdoor Lighting reserves the rlghtm moday the design and/orc ruction ofthe fixture shown wirhmrcrunherrwtilirsrion. 1625 Surveyor Avenue • Simi Valley, cA 93063 • (805) 527-09817• (BM) 76 VISTA (8428) FAX: (888) 670.VISTA (8428) • emailevistapro.com • wwvvxistapro.wm mm UP LIGHT #2 (BUILDING TOWER FACADE) DETAIL PROFESSIONAL OUTDOOR LIGHTING SPECIFICATION SHEET Type: Model: 4260-LED-BSO Project: MODEL 4260-LED Landscape Series Step & Brick Lights FIXTURE SPECIFICATIONS CHASSIS: Stainless Steel FLANGE PLATE: Stainless Steel HOUSING: Aluminum, Stainless Steel, Brass, or Copper FINISH: Polyester powder -coat finish available in Black, Verde, Architectural Brick, Architectural Bronze, Light Bronze, Dark Bronze, Granite, Pewter, Terme cotta, Rust, Hunter Green, Mocha, Weathered Bronze, Weathered Iron, and White. Also, natural copper, stainless steel, natural brass, and Olde brass. LAMP TYPE: High Output LED with Vista exclusive smart -driver, powered to operate for 50,000 hours. ELECTRICAL: Input voltage range 6 - 15V AC or 12V DC, regulated to achieve uniform illumination throughout the cable run of fixtures. Integral surge & reverse polarity protection. DIMENSIONS: LENS: Hi h-im act textured Tuffalc® lens for superior light distribution. 9 P P 9 WIRING: Provided with a five-foot pigtail of 18-2 SPT1 UV resistant cable & underground connectors for a secure connection to supply cable. All Vista luminaires are MADE IN U.SA. i 5'A" t4s.smm 229mm t ON 1 5 mm A O u 0 ~ 5§4" 145.Smm 1 O ® ® 22.9/mm O ji Ii II II IIL-JII IIII IIII 5.5m u O 82. m"m 1/5.Smm /1 " 25.14mm Vora Ro� morel OurdaorllghtlnH reaervea the NHhtro modNy the dWgn aM/w ronswNan of Me fature shown whharclurthernoMflrerbn. 1V5 SunreyorAvenue • Simi Valley, GA 93W3 • (RZ) 521-0987 • (81W 766-VISTA (8478) FAX (888) 670-VISrA (8478) • ematl•visapmxom • www.vistapo.wm WALL CAP LIGHT DETAIL PROFESSIONAL OUTDOOR LIGHTING SPECIFICATION SHEET Type: Model: MT 300 Project: Model MT (Multi -Tap) • Landscape Series Transformers TRANSFORMER SPECIFICATIONS: EXTERIOR CONSTRUCTION: 20-gauge polished, top -grade domestic, 304 stainless steel. FINISH: Polished stainless steel with Smudge -Free clear powder -coat. TRANSFORMER CHARACTERISTICS: Available Power Ratings: 300, 600, 900, and 1200 Watts Primary Voltage: 120 Volts (Also available in 24OV, 50 or 60 cycle- Special order only.) Secondary Voltage: 11, 12, 13, 14, and 15 Volts Fully grounded and isolated with encapsulated core and mil. TERMINALS: Extra -large terminal strip for multiple low voltage cable connections. A WIRING: 6-foot, heavy -gauge, grounded, water-resistant power cord with integrally molded plug. CERTIFICATION: UL Listed to U.S. and Canadian safety standards for landscape lighting transformers (UL 1838). Pool & Spa Ready - Suitable for Use with Submersible Luminaires or Submersible Pumps (power cord must be shortened to a 3-foot maximum length - see Installation Instructions). All Vista transformers are MADE IN THE U.S.A separate easy installation of strip real s switching and accenclude rtninal strip for easy installation of external switkhing devices also included. PRIMARY PROTECTION: DIGITAL 28-SETTING Auto thermal shut-off. SECONDARY PROTECTION: ne ��� ASTRONOMIC TIMER Resetable high performance magnetic circuit breaker. NOTE: 120 VOLT AC, AT FULL LOAD IS 1.25 AMPS SUPPLIER: VISTA PRO LIGHTING REQUIRES: (1) 4-GANG WEATHERPROOF RECEPTACLE AT MOUNT LOCATION SERIES: DTC-200 (OR EQUA DIMENSIONS: 17" 431.8mm 9" 514" i2B.6mm ~ 139.7mm O 0 3Y4" 1211 311.15mm Vote(•roh mii Outdoor LiHhNng reserves the rightm modfry the deafgm axVr censaumm ofthe fixture shown whhmxrunhernotiflratbn. 1625 Surveyor Avenue • Simi Valley, cA 93063 • (805)577-0 V • (BM)166VISTA (8428) FAX: (888) 67O.VISTA (8428) • emailavistapro.wm • enmemimapm.com TRANSFORMER DETAIL 1\\♦/—///A\\\ PROFESSIONAL OUTDOOR LIGHTING SPECIFICATION SHEET Tvoe: M°del: GR-5006-B-5.5-36-FR Project MODEL 5006 Landscape Series Up & Accent Lights FIXTURE SPECIFICATIONS HOUSING: Die-cast, copper -free aluminum. SHROUD: Die-cast, copper -free aluminum fitted to housing with a silicone 0-ring gaskets - providing a supedu weather -tight seal. FINISH: Durable powder coat finish available in Black, Architectural Bronze, Dark Bronze, Granite, White, Architectural Bdck, Light Bronze, Special Bronze, Glossy Gray, Rust, Hunter Green, Weathered Bronze, Weathered Iran, Graphite Metallic, Verde, Pewter, Mocha and Olds, Finish. LENS: Clear, tempered, shock and heat-resitant, soda -lime glass lens. LAMP TYPE: MR-16 LED Lamp Only- 36" Flood, 4.5W is standard. Optics: Available in 15' Narrow Spot, 25a Spot, 36o Flood, or 60o Wide Flood distributions. MOUNTING: Injection -molded composite adjustable knuckle with Yz" NPS stem. Fixture may be mounted into threaded hubs in junction boxes, ground stakes (Glt), tree mount boxes (TR), or mounting canopies (Wit). DIMENSIONS: FASTENERS: All fasteners are stainless steel. WIRING: Prewired with a 36" pigtail of 18-2 direct -burial cable and underground connectors for a secure connection to supply cable. All Vista luminaires are MADE IN U.S.A 12" GROUND STAKES TO BE ORDERED FOR AND INSTALLED WITH EACH FIXTURE Vise (+rohssbrel OutdaorllghtlnH reserves the N9htto modHy the design arxVor carutmNon ofrhe fixture shown whhmrclunher notilirarbn. 1625 Surveyor Avenue • Simi Valley, cA 93063 • (805)52T.048T • (BM)166VISTA (8428) FAX: (888) 67M1VISTA (8428) • amailav vut .cam • www.vistapmu.nn UP LIGHT #1 DETAIL mm ° oaa rEE O O O Aa> n>> (, CO e N N }R O a v c c rn s to 4= c a v N N as A rn ff�•l!�� Q a a A a d Q% YS a 3 a E Z c c m 0 u ai a ZJJ`�= Q Y J as c "` JZ CZCL0 �' M C a W 93:N w� M d'° LL U 2 m d L Z o 0� O U Q U W W � i M O •i m O y FU J }L L as (� 0.2 �V W O n L c" . EE U O O � a E c 0 M mW W U© EO J O J ua 0 0 b � rant y 'N C N N O N O m o TW 1�1P .LJ4 o 0 c ti4`� �S E J F o m J O 0 T O O W o N d E F Z N W N dC 5 U CCn � �S c o as L A� -6 as �a C N O ao 'o 3N N nt L N O m N t-� ao 0) Q E m c N Ew o, o0 ram Z m as 2,6 N N a Z oE °ap N Ile— N N y 6 i ~ d. U Z W () en O Z y lilpOO 'c'¢ Ile— JLaN yC) N U�Ow oa Z (1)UoW tU caw y ,y as ° N N IL m p N ye a/a S 3 Q VI N W c L E LI m •� n o N �a Wo W =.y T MAf J O° Wm n ai - T aI a �a `N o m E r r Ile— J T Z E N F� 0 O CL W aw= a M Z CO) L N J 8a � a �s C9 J =~ WHO T J F- —ao a ■ u! N U) O O N W W N N s W c 0 :- (S3 W Y O O Q 0 O cn U N O X O Q O- O cn ca Lu L a) cn 0 12" FULLY GROUTED MASONRY WALL SCHEDULE KEY H V A B D F1 < 4 -0I' #4 @ 32't O.C. 0 -811 1111011 10" F2 " < 6 -0 " #5 @ 24 O.C. 0'-8" II 2 -10 10.1 F3 <= 8'-0" #5 @ 8" O.C. 1'-4" 3'-4" 110" F4 <= 10'-0" #6 @ 8" O.C. 2'-0" 4'-6" 1'-2" 14" RAFFINATO GREYED NICKEL 2 3/8" 60 MM CAP; CONTRACTOR TO FLEXLOCK ADHESIVE (OR EQUAL) STEP LIGHTS; TYP. (SEE LIGHTING PLAN FOR LOCATIONS) CONTRACTOR TO SCORE/STAMP INTERIOR WALL 1" O.H. FACE TO RESEMBLE 7" X 14" (180 MM) SMOOTH RUNNING BOND PATTERN; COLOR TO MATCH BOND BEAM WITH ARCH. (1) #4 CONT. @ TOP NOTES: CONTRACTOR TO PROVIDE WATERPROOFING AS REQUIRED. PROVIDE DRAINAGE TO DAYLIGHT EXTERIOR SIDE TO = WITH PERF. PIPE SET BELOW BOTTOM OF SLAB BE STUCCO; LEVEL ON EXTERIOR. PROVIDE FREE DRAINAGE COLOR TO MATCH STONE OR DRAIN BOARD FOR POSITIVE ARCH. FINI HED DRAINAGE. GRP DE ALL REBAR TO MAINTAIN A 3" CLEAR (MIN.) FROM ALL WALL EDGES _ V FULLY GROUTED CELLS WITH NON -SHRINK MORTAR WITH LADDERS EV. OTHER COURSE FROM BOTTOM x FINISHED LADDER REINF. @ 16" O.C. GRADE; TYP. OPTIONAL 4X8 CMU (NON-REINF.) VENEER LEDGE; STOP BELOW FINISHED GRADE; BS IF APPLICABLE SEE REBAR LAP SCHEDULE QN S 00 c� z-0 A B w LL 1 RETAINING WALL DETAIL NOTE: (`) INDICATES LAP, SEE REBAR LAP SCHEDULE: C L200 TOW (SEE PLAN) TOW jl� (SEE PLAN) 4 ° 4 I A n V 1 #4 @ 12" O.C.; LONGITUDINAL CORNER BARS @ SAME SIZE AND SPACING AS HORIZ. BARS (')1n m HORIZ. BARS; TYP. PLAN n 2'-(' MIN. Eli #4 BENT BAR WITH 24" LEGS (2) #4 TOP BARS N.T.S. (2) #4 OR (1) #5 REBAR; PROVIDE 90° - 6" HOOK @ TOP OF WALL (2) #4 TOP BARS TYPICAL REINFORCING @ CORNERS & WALL STEPS DETAIL N.T.S. 12" FULLY GROUTED MASONRY WALL SCHEDULE KEY H V A B D F1 < 4 -0 #4 @ 32 O.C. 018.. 1110.1 10 F2 11 < 6 -0 " #5 @ 24 O.C. 0'-8" " 2 -10 10II F3 <= 8'-0" #5 @ 8" O.C. 1'-4" 3'-4" 110" F4 <= 10'-0" #6 @ 8" O.C. 2'-0" 4'-6" 1'-2" EXTEL L , BE STUCCO; COLOR TO MATCH ARCH. .: FINISHED GRADE; TYP. w 0 coQ I z_ (7 z 2 U) Z A w RETAINING WALL DETAIL 14" RAFFINATO GREYED NICKEL 2 3/8" 60 MM CAP; CONTRACTOR TO FLEXLOCK ADHESIVE (OR EQUAL) BOND BEAM WITH (1) #4 CONT. @ TOP - FINISHED GRADE NOTES: CONTRACTOR TO PROVIDE WATERPROOFING AS REQUIRED. PROVIDE DRAINAGE TO DAYLIGHT WITH PERF. PIPE SET BELOW BOTTOM OF SLAB LEVEL ON EXTERIOR. PROVIDE FREE DRAINAGE STONE OR DRAIN BOARD FOR POSITIVE DRAINAGE. ALL REBAR TO MAINTAIN A 3" CLEAR (MIN.) FROM ALL WALL EDGES - V FULLY GROUTED CELLS WITH NON -SHRINK MORTAR WITH LADDERS EV. OTHER COURSE 5$" FROM BOTTOM - LADDER REINF. @ 16" O.C. - OPTIONAL 4X8 CMU (NON-REINF.) VENEER LEDGE; STOP BELOW FINISHED GRADE; BS IF APPLICABLE - SEE REBAR LAP SCHEDULE e S200 B 1 V a ° a #4 @ 12" O.C.; LONGITUDINAL NOTE: INFORMATION ON THIS SHEET IS A PRELIMINARY DESIGN AND SUBJECT TO CHANGE UPON REVIEW BY LICENSED A STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION N.T.S. REBAR LAP SCHEDULE BAR # CONCRETE MASONRY 3000 PSI 4000 PSI 5000 PSI #3 25" 21" 19" 15" #4 33" 28" 25" 24" #5 41" 36" 32" 30" #6 49" 43" 38" 36" #7 58" 50" 1 45" 42" #8 66" 57" 51" 48" #9 1 74" 64" 57" 54" #10 82" 71" 64" 60" #11 90" 78" 70" 66" MINIMUN MASONRY WALL REINFORCING SIZE CURTAIN VERTICAL HORIZONTAL #4 SINGLE #3 @ 24" O.C. "K-WEB" @ 16" O.C. (*) #6 SINGLE #4 @ 48" O.C. (2) #4 @ 48" O.C. #8 SINGLE #5 @ 48" O.C. (2) #5 @ 48" O.C. #10 SINGLE #5 @ 32" O.C. (2) #5 @ 48" O.C. #12 SINGLE #6 @ 48" O.C. (2) #6 @ 48" O.C. NOTES: ALL REINFORCING TO BE GRADE 60 EXCEPT#3 AND SMALLER WHICH * = STD. "K-WEB" W/2-9GA. WIRES RETAINING WALL SCHEDULES DETAIL DOWEL; SEE FND. DETAILS FACE OF FOOTING TOP REINFORCING WALL TOW 2" (SEE PLAN) a U co y —III=III- - III — FOOTING BOTTOM STD. LAP, TYP. REINFORCING TYPICAL FOOTING STEP DETAIL NOTE: FOR WALL REINFORCEMENT SEE DETAILS: A S200 N.T.S. N.T.S. L z m zz O '=J a- Fom H U Y.L Q � U z 0� E 0 a Q co U y fU J 4-j L as /�3 0 0 0 nU c 4� v W y ci0i 3 C c M Ew ca U Ev J O J U a OO ym y _y c m ya E y Ea c m o T W aw 0 E o� .o N oE2 8" � 3 at m y � n 3 N N o a a� L d ¢E� N E rn > IL c OD toy 2 fn a o N yC Z of Oa E N a� U Z W y y r O n Z m w000 �¢ �Lu(L y� N U�n0 W oa 0 U) y' U W -8� d c LL 0 s� 0 C W W m no N �a a o LLB .y T vi E J O Wy 4 5 c T y � Da y 3 Qu9 0 �y O m E Z O E m 0 �N w �� a LLI n o co N L=z�Lu � �E Lu y� a 2t L9 (n T O y CL W a i� F- -a o a