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HomeMy WebLinkAboutARB202000055 Plan - Approved 2020-08-20GARAGE LEVEL SHEET NOTES O EDGE OF BUILDING ABOVE 10 NOT USED TRANSFORMER 11 VENTILATION FAN AND LOUVER NOT USED 12 NOT USED O SCOOTER PARKING 13 NOT USED O BICYCLE PARKING 14 NOT USED O NOT USED 15 NOT USED WASTE RECEPTACLES 8 NOT USED g SEGMENTAL BLOCK WALL, DESIGN -BUILD BY OTHERS. SEE CIVIL FOR TOW AND BOW ELEVATIONS GARAGE LEVEL PLAN 1 1/8" = 1'-0" 00 t h ri 108 south first street v e Charlottesville, va 22902 architecture 0 0 0 0 0 0 a o HYDRAULIC & GEORGETOWN OFFICE BUILDING BMc FLOOR PLANS 29 J U LY, 2020 OWN LEVEL 1-2 SHEET NOTES 1O EXTENT OF ENTRY CANOPIES ABOVE ONOT USED O3 NOT USED O4 NOT USED OEDGE OF ENTRY CANOPIES BELOW OBRICK VENEER WALL ON CMU O NOT USED Og NOT USED O NOT USED 10 NOT USED 11 NOT USED 12 DNERTER, COLLECTOR BOX, AND RAIN CHAIN ON METAL CANOPIES, TYP. LEVEL 1 FLOOR PLAN 1 1/8" = 1'-0" 00 thrive architecture 13 NOT USED 14 NOT USED 15 NOT USED 16 NOT USED 17 KNOX BOX 18 NOT USED 19 PAINTED CHANNEL NUMERALS 108 south first street charlottesville, va 22902 HYDRAULIC & GEORGETOWN OFFICE BUILDING BMC " " - FLOOR PLANS 29 J U LY, 2020 A2 ROOF PLAN SHEET NOTES OENTRY CANOPIES BELOW, TYP. O CONDENSERS, TYP. O AREA FOR FUTURE SOLAR ARRAY 4� AREA OF REFUGE SKYLIGHT ABOVE STAIR GUARDRAIL FOR ROOFTOP UNITS GUTTER AT ROOF EDGE, SLOPING AT 1/8" / 12" O DOWNSPOUT BELOW ROOF HATCH 1p ELEVATOR OVERRUN NOTE A: WINDOW GLASS IN THE ENTRANCE CORRIDORS SHOULD MEET THE FOLLOWING CRITERIA: VISIBLE LIGHT TF (VLT) SHALL NOT DROP BELOW 40%. VISIBLE LIGHT REFLECTANCE (VLR) SHALL NOT EXCEED 30%. NOTE B: VISIBILITY OF ALL MECHANCIAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ROOF LEVEL PLAN 1 1/8" = 1'-0" LEVEL 1-2 SHEET NOTES 1O EXTENT OF ENTRY CANOPIES ABOVE O NOT USED NOT USED O NOT USED OEDGE OF ENTRY CANOPIES BELOW BRICK VENEER WALL ON CMU ONOT USED O NOT USED Og NOT USED 10 NOT USED 11 NOT USED 12 DIVERTER, COLLECTOR BOX, AND RAIN CHAIN ON METAL CANOPIES, TYP. LEVEL 2 FLOOR PLAN 1 1/8" = 1'-0" 13 NOT USED 14 NOT USED 15 NOT USED 16 NOT USED 17 KNOX BOX 18 NOT USED 19 PAINTED CHANNEL NUMERALS 00 t h ri 108 south first street v e Charlottesville, va 22902 a r c h i t e c t u r e HYDRAULIC & GEORGETOWN OFFICE BUILDING BMc FLOOR PLANS 29 J U LY, 2020 A3 PARAPET 32' - 4" .1 SECOND SUB FLOOR I1 14'-0" RST SUB FLOOR 0'-0" .1 'ARAGE AT HIGH CORNER -10'-0" ELEVATION -SOUTH 1 1/8" = 1'-0" ELEVATION - NORTH 1 1/8" = 1'-0" 1 MATCHLINE MATCHLINE A6 -t__-------------- ---- -- ---- -- -- - -- - --- -- - -- - -- .------------------------- ELEVATION -EASE 1 110 ELEVATION SHEET NOTES OPAINTED STEEL WITH WOOD SOFFIT AND 9SHEET METAL COPING, TYP. 19 KNOX BOX PAINTED STEEL CANOPY 8CAST STONE SILLS 20 NOT USED CONCRETE STEPS AND LANDING 9 BRICK EQUIVALENT TO GENERAL LE MESA PAINTED STEEL HANDRAIL VE DE, ENGINEERED MODULAR, TYP. 21 NOT USED O PAINTED STEEL GUARDRAIL 13 CONTROL JOINTS, TYP. 22 1" DEEP BRICK REVEAL O BRICK VENEER WALL ON CMU 14 NOT USED 23 SHEET METAL FLASHING O6 VENTILATION FAN AND LOUVER 15 NOT USED 7 36" PAINTED STEEL WALL PROTECTION 16 NOT USED PAINTED CHANNEL NUMERALS 17 NOT USED �9 ALUMINUM CLAD WOOD WINDOWS EQUIVALENT TO 18 NOT USED WINDSOR PINNACLE, TYP. (SEE NOTE A) NOTE A: WINDOW GLASS IN THE ENTRANCE CORRIDORS SHOULD MEET THE FOLLOWING CRITERIA: VISIBLE LIGHT TRANSMITTANCE (VLT) SHALL NOT DROP BELOW 40%. VISIBLE LIGHT REFLECTANCE (VLR) SHALL NOT EXCEED 30%. NOTE B: VISIBILITY OF ALL MECHANCIAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. th arch kRAPET /1 32' - 4" 7 ND SUB FLOOR 14'-0" FLOOR 0'-p„ 1 kT HIGH ORNER -10'-0" PARAPET 32' - 4" V SECOND SUB FLOOR /1 14'-0" FIRST SUB FLOOR /1 0'-01, • 00 r i v 108 south first street HYDRAULIC & GEORGETOWN OFFICE BUILDING ELEVATIONS Charlottesville, va 22902 gMc 29 JULY, 2020 A4 i t e c t u r e ENLARGED ELEVATION - EAST 1 1/4" = 1'-01 1 ELEVATION SHEET NOTES OPAINTED STEEL CANOPY WITH WOOD SOFFIT AND PAINTED STEEL CHANNELS O2 CONCRETE STEPS AND LANDING OPAINTED STEEL HANDRAIL 4� PAINTED STEEL GUARDRAIL �5 BRICK VENEER WALL ON CMU �6 VENTILATION FAN AND LOUVER O 36" PAINTED STEEL WALL PROTECTION OPAINTED CHANNEL NUMERALS Og ALUMINUM CLAD WOOD WINDOWS EQUIVALENT TO WINDSOR PINNACLE, TYP. (SEE NOTE A) 10 SHEET METAL COPING, TYP. n CAST STONE SILLS 12 BRICK EQUIVALENT TO GENERAL SHALE MESA VERDE, ENGINEERED MODULAR, TYP. 13 CONTROL JOINTS, TYP. 14 NOT USED 15 NOT USED 16 NOT USED 17 NOT USED 18 NOT USED 19 KNOX BOX 20 NOT USED 21 NOT USED O 1" DEEP BRICK REVEAL 23 SHEET METAL FLASHING NOTE A: WINDOW GLASS IN THE ENTRANCE CORRIDORS SHOULD MEET THE FOLLOWING CRITERIA: VISIBLE LIGHT TRANSMITTANCE (VLT) SHALL NOT DROP BELOW 40%. VISIBLE LIGHT REFLECTANCE (VLR) SHALL NOT EXCEED 30%. NOTE B: VISIBILITY OF ALL MECHANCIAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 00 t h ri 108 south first street v e Charlottesville, va 22902 a r c h i t e c t u r e 2'-8" 12'-8" 2'-8" 12'-8" 2'-8" HYDRAULIC & GEORGETOWN OFFICE BUILDING BMc 12'-8" 2'-8" ELEVATIONS 02 J U LY, 2020 PARAPET � 32' - 4" V SECOND SUB FLOOR 14'-0" A5 1. EAST -WEST SECTION 1 1/4" = 1'-0" o a s 12 00 t h ri 108 south first street v e Charlottesville, va 22902 a r c h i t e c t u r e HYDRAULIC & GEORGETOWN OFFICE BUILDING BMc SECTIONS 29 J U LY, 2020 U B.O. A6 t h arch 00 rive i t e c t u re STEEL ROD CANOPY S RAIN DIVERTER FLASHING PAINTED STEEL CANT WITH C-10 CHAN SOLDIER COUF. SHEET METAL FLASHING ON WOOD FRAMING 1" BRICK REVEAL 1" BRICK REVEAL BEYOND SOLDIER COURSE ROWLOCK SILL 4. ENLARGED TOP OF WALL DETAIL 1 1/2" = 1'-0" ) DETAIL 1 1/2" = 1'-0" FIRST SUB FLOOR BOTTOM OF M.O. 0' -- 0" 2. ENLARGED SILL DETAIL 1 1/2" = 1'-0" 108 south first street HYDRAULIC & GEORGETOWN OFFICE BUILDING charlottesville, va 22902 Bmc L 1. N-S WALL SECTION 1 1/4" = 1'-0" SECTIONS 29 J U LY, 2020 PARAPET � 32' - 4" ■ SECOND SUB FLOOR n 14'-0" 1 T.O.W. +/-616.1 --IRST SUB FLOOR dL 0'-0" V BRICK ON CMU RETAINING AND SCREEN WALL B.O.W. +/-610, VARIES ALONG LENGTH OF WALL GARAGE AT HIGH CORNER -10'-0" A7 VIEW FROM SOUTH thrive 108 south first street HYDRAULIC & GEORGETOWN OFFICE BUILDING VIEWS Charlottesville, va 22902 BMC 24 APRIL, 2020 architecture VIEW FROM SOUTH t h rive architecture 108 south first street charlottesville, va 22902 HYDRAULIC & GEORGETOWN OFFICE BUILDING I:10Ci VIEWS 24 APRIL, 2020 1.� I i tI 000 a r` �' " yr • mot' �'C�{; ,'• `� r ;^ fi u ''�1 ' �rJ l- VIEW FROM NORTH t h r i v e cha south first street Charlottesville, va 22902 architecture HYDRAULIC & GEORGETOWN OFFICE BUILDING VIEWS BMC 24 APRIL, 2020 SEGMENTAL BLOCK WALL (SEE SAMPLES) WINDOW GLASS (SAMPLE FORTHCOMING) PRECAST SILL (SEE SAMPLES) WOOD SOFFIT (SEE SAMPLES) PAINTED STEEL, WINDOW CLADDING AND SHEET METAL FLASHING (SEE SAMPLES) BRICK AND MORTAR (SEE SAMPLES) NOTE: SCALE VARIES THROUGHOUT SWATCHES ON SHEET. SEE SAMPLES FOR VERIFICATION. thrive 108 south first street HYDRAULIC & GEORGETOWN OFFICE BUILDING MATERIALS Charlottesville, va 22902 BMC 24 APRIL, 2020 architecture SITE DATA OWNER: HYDRAULIC & GEORGETOWN LLC 400 LOCUST AVENUE, SUITE 3 CHARLOTTESVILLE, VA 22902 FINAL SITE PLAN DEVELOPER: BMC HOLDINGS GROUP LLC 400 LOCUST AVE, SUITE 3 CHARLOTTESVILLE, VA 22902 PLAN PREPARER: ROUDABUSH, GALE, & ASSOCIATES, INC. G ORG TOWN 999 SECOND ST. SEHYD RAU I C CHARLOTTESVILLE, VA 22902 (434)-977-0205 TAX MAP PARCEL No: 060FO-00-00-00300 PARCEL AREA: 1.05 ACRES JACK JOUETT ZONING. NEIGHBORHOOD MODEL DISTRICT. PARCEL IS SUBJECT TO ZMA2006-14 WITH ASSOCIATED PROFFERS AND CODE OF DEVELOPMENT AIRPORT OVERLAY AND ENTRANCE CORRIDOR OVERLAY DISTRICTS PROPOSED USE. PROFESSIONAL OFFICES BUILDING AREA: 16,815 GROSS SF, MAXIMUM ALLOWED 14,289 GROSS SF, PROPOSED (INCL. PARKING LEVEL) BUILDING HEIGHT ALLOWED: 2 STORIES: 50' MEASURED FROM FRONT FACADE 3 STORIES: 60' MEASURED AT THE BACK TO INCLUDE BASEMENT BUILDING HEIGHT PROPOSED: FRONT 32' MEASURED FROM FINISHED FLOOR TO PARAPET PARKING SETBACK: 10' MINIMUM BUILDING SETBACKS: (IN ACCORDANCE WITH THE GENERAL DEVELOPMENT PLAN) (MINIMUM) FRONT SETBACKS FROM BUILDING CORNERS. 9.63' & 13.47' FRONT SETBACKS FROM CENTER OF BUILDING: 15.22' & 21.85 BUILDING SETBACKS FROM THE RA ZONING: 47.50' AREA SUMMARIES: TOTAL BUILDING COVERAGE = 6,765 SF (159) TOTAL IMPERVIOUS COVERAGE (INCL BUILDING) = 20,765 SF (459) TOTAL OPEN SPACE = 24,973 SF (559) MAGISTERIAL DISTRICT: JACK JOUETT MAGISTERIAL DISTRICT WATERSHED: IVY CREEK (A WATER SUPPLY PROTECTION AREA) BOUNDARY SOURCE. SUBDIVISION PLAT, LOT 1, "GEORGETOWN GREEN" PREPARED BY W.S. ROUDABUSH, DATED JUNE 20, 1967, RECORDED AT DB 440 PG 93. ALBEMARLE COUNTY, VIRGINIA TOPOGRAPHY: TAKEN FROM GENERAL DEVELOPMENT PLAN BY DOMINION DEVELOPMENT RESOURCES, LLC (2006); TREE SURVEY BY ROUDABUSH, GALE & ASSOCIATES, JANUARY 2019; WATERLINE LOCATION CHECK BY ROUDABUSH, GALE & ASSOCIATES, SEPTEMBER 2019. BENCHMARK: TRAFFIC BOX 614.79. TAKEN FROM GENERAL DEVELOPMENT PLAN BY DOMINION DEVELOPMENT RESOURCES, LLC (2006) DATUM: HORZ.: NA VD 88 VERT.: NAD83 FLOODPLAIN: THIS PROJECT IS LOCATED WITHIN ZONE X" AS SHOWN ON FLOOD INSURANCE RATE MAP. COMMUNITY PANEL NUMBER 510003C 0279 D. EFFECTIVE DATE: FEBRUARY 4. 2005. PARKING REQUIRED: PER GENERAL DEVELOPMENT PLAN, 1 SPACE PER 200 SF NET LEASABLE AREA = 9,376/200 = 47 SPACES PARKING PROVIDED: 50 PARKING SPACES TOTAL 2 ADA VAN ACCESSIBLE SPACES** *3 SPACES RESERVED FOR TMP 60E-1 PER DB 1591 PG 160 **ACCESSIBLE PARKING SPACES AND ACCESS ISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1: 48. ACCESS ISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE RETAINING WALLS: RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE AN STAMPED ENGINEERED DESIGN. PLEASE SEE RETAINING WALL DESIGN BY OTHERS UNDER SEPARATE COVER. LANDSCAPING: SEE LANDSCAPING PLAN SHEET LIGHTING. EACH OUTDOOR LUMINARIES EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARIES AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND FROM ADJACENT ROADS. AMENITY AREA REQUIRED - 5,227 SF (11.09) PROVIDED - 17,785 SF (38.99) NO EVIDENCE OF A BURIAL SITE WAS FOUND ON SUBJECT PARCEL. NO STREAM BUFFER(S) ARE PRESENT ON THE SUBJECT PARCEL. THE SUBJECT PROPERTY IS NOT LOCATED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT. THE SUBJECT PROPERTY IS LOCATED WITHIN THE JURISDICTIONAL AREA FOR PUBLIC WATER AND SEWER. GENERAL CONSTRUCTION NOTES PLAN NOTES 1. THE OWNER WILL DESIGNATE A PROJECT MANAGER TO ACT AS OWNER'S REPRESENTATIVE DURING THIS PROJECT. CONTRACTOR SHALL REPORT DIRECTLY TO THIS PROJECT MANAGER UNLESS OTHERWISE DIRECTED. 2. THE DESIGNER HAS CONDUCTED NO STUDIES DESIGNED TO DISCOVER THE PRESENCE OF ANY HAZARDOUS SUBSTANCES ON THIS PROPERTY AND ASSUMES NO RESPONSIBILITY OR LIABILITY RESULTING FROM THE PRESENCE ON ANY SUCH SUBSTANCE. 3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR THIS WORK AND PAY ALL ASSOCIATED FEES. THIS INCLUDES ALL NECESSARY PERMITS, INSPECTIONS, BONDS, AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH THESE PLANS AS WELL AS LOCAL, STATE, AND FEDERAL POLICIES. 4. PAVED OR RIP RAP DITCH MAY BE REQUIRED WHEN, IN THE OPINION OF THE RESIDENT ENGINEER OR HIS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 5. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION, AND SHALL BE PROVIDED BY THE CONTRACTOR. 6.ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 7.ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE VDOT ROAD AND BRIDGE STANDARDS (LATEST EDITION) AND THE VDOT ROAD AND BRIDGE SPECIFICATIONS (LATEST EDITION). EARTHWORK, DRAINAGE, & SITE CONDITIONS 1. EXCEPT AS OTHERWISE SHOWN ON THE PLANS, ALL CUTS AND FILLS SHALL MATCH EXISTING SLOPES OR BE NO GREATER THAN 2:1. 2. UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS ALL FILL MATERIALS SHALL BE COMPACTED TO 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE, FOR THE FULL WIDTH AND DEPTH OF THE FILL. 3. ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED. 4. ALL MATERIALS AND INSTALLATION DETAILS SHALL CONFORM TO APPLICABLE LOCAL ORDINANCES AND VDOT ROAD & BRIDGE STANDARDS (LATEST EDITION) UNLESS OTHERWISE STATED WITHIN THE PLANS.. 5. ANY UNUSUAL OR UNANTICIPATED SUBSURFACE CONDITIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER. 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ELEVATIONS AND LOCATIONS PRIOR TO BEGINNING WORK AND IMMEDIATELY NOTIFY THE PROJECT MANAGER IN THE EVENT THERE ARE ANY DISCREPANCIES BETWEEN SUCH CONDITIONS AND THOSE SHOWN ON THE PLANS AND SPECIFICATIONS. 7.IN THE EVENT THAT GRADING AS SHOWN ON THE PLANS IS NOT FEASIBLE, CONTRACTOR SHALL ADVISE THE PROJECT MANAGER AND ENGINEER BEFORE FINAL GRADING COMPLETION FOR ADVICE AND CONSENT. UTILITES & DRAINAGE SYSTEMS UTILITIES 1. ANY DAMAGE TO EXISTING UTILITIES CAUSED BY CONTRACTOR OR ITS SUBCONTRACTORS SHALL BE CONTRACTOR'S SOLE RESPONSIBILITY AND REPAIRED AT CONTRACTOR'S EXPENSE. 2. THESE PLANS DO NOT GUARANTEE THE EXISTENCE, NON-EXISTENCE OR LOCATION OF UTILITIES. CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OR THE NON-EXISTENCE OF UTILITIES. AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION OR CONSTRUCTION, CONTRACTOR SHALL NOTIFY MISS UTILITY (1-800-552-7001) AND/OR THE RESPECTIVE UTILITY COMPANIES FOR GAS, WATER, SEWER, POWER, PHONE AND CABLE. CONTRACTOR SHALL TIMELY ARRANGE TO HAVE THE VARIOUS UTILITIES LOCATED, AND TO HAVE THEM REMOVED OR RELOCATED, OR TO DETERMINE THE METHOD OF PROTECTION ACCEPTABLE TO THE RESPECTIVE OWNER, IF THE METHOD OF PROTECTION IS NOT OTHERWISE SPECIFIED. CONTRACTOR SHALL CONDUCT ITS WORK IN THE VICINITY OF EXISTING UTILITIES IN ACCORDANCE WITH THE RESPECTIVE UTILITY'S RULES AND REGULATIONS. ANY COST INCURRED FOR REMOVING, RELOCATING OR PROTECTING UTILITIES SHALL BE BORNE BY CONTRACTOR , UNLESS INDICATED OTHERWISE. CONTRACTOR SDP=2019=00062 VICINITY MAP SCALE: 1'=1000 FEET SIN THIS PARCEL IS SUBJECT TO ZMA2006-14 WITH ASSOCIATED PROFFERS AND CODE DEVELOPMENT. SHEET INDEX SHEET 1---------- COVER SHEET SHEET 2---------- EXISTING CONDITIONS & DEMOLITION PLAN SHEET 3---------- SITE PLAN & LAYOUT PLAN SHEET 4---------- UTILITY PLAN SHEET 5---------- WATERLINE PROFILES & DETAILS SHEET 6---------- GRADING PLAN SHEET 7---------- SIGHT DISTANCE PLAN & PROFILES SHEET 8---------- TRAFFIC CALCULATIONS & DETAILS SHEET 9---------- TRAFFIC CONTROL PLAN SHEET 10-------- LANDSCAPE PLAN, NOTES AND DETAILS SHEET 11-------- PHOTOMETRIC PLAN & DETAILS SHEET 12-------- PHOTOMETRIC PLAN & DETAILS SHEET 13-------- CONSTRUCTION DETAILS LEGEND EXISTING INTERMEDIATE CONTOUR EXISTING INDEX CONTOUR - 390- EXISTING EDGE OF PAVEMENT EX. EP PROPOSED EDGE OF PAVEMENT EP EXISTING CURB AND GUTTER EX. C&G PROPOSED CURB AND GUTTER CG-6 TRANSITION FROM CG-6 ROLL-TOP CG-6 ROLL-TOP EX. 15" RCP EXISTING STORM SEWER I I M-W I I 15" RCP PROPOSED STORM SEWER = I I s I EXISTING SANITARY SEWER - PROPOSEDSANITARYSEWER -S S S - PROPERTY LINE EASEMENT LINE ----------------- CENTERLINE - LIMITS OF CLEARING AND/OR GRADING ■■■■■■■■■■■■ ■■■■ EXISTING SPOT ELEVATION + 12.0 PROPOSED SPOT ELEVATION +12.0 EXISTING TREE DRIP LINE e a e � e n x e e � e EXISTING TREE EX. 15' OAK PROPOSED TREE OAK SHALL EXCAVATE TO LOCATE BURIED UTILITIES FAR ENOUGH IN ADVANCE OF ITS WORK TO ALLOW FOR HORIZONTAL AND /OR VERTICAL ADJUSTMENTS TO ITS WORK AND/OR THE UTILITIES. NO ADJUSTMENT IN COMPENSATION OR SCHEDULE WILL BE ALLOWED FOR DELAYS RESULTING FROM CONTRACTOR'S FAILURE TO CONTACT AND COORDINATE WITH UTILITIES. 3. WHEN THE WORK CROSSES EXISTING UTILITIES, THE EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED AND PROTECTED FROM DAMAGE DUE TO THE WORK. ALL METHODS FOR SUPPORTING AND MAINTAINING THE EXISTING UTILITIES SHALL BE APPROVED BY THE RESPECTIVE UTILITY COMPANY AND/OR THE ENGINEER. CONTRACTOR SHALL EXERCISE CARE TO INSURE THAT THE GRADE AND ALIGNMENT OF EXISTING UTILITIES ARE MAINTAINED AND THAT NO JOINTS OR CONNECTIONS ARE DISPLACED. BACKFILL SHALL BE CAREFULLY PLACED AND COMPACTED TO PREVENT FUTURE DAMAGE OR SETTLEMENT TO EXISTING UTILITIES. ANY UTILITIES REMOVED AS PART OF THE WORK AND NOT INDICATED TO BE REMOVED OR ABANDONED SHALL BE RESTORED USING MATERIALS AND INSTALLATION EQUAL TO THE UTILITY'S STANDARDS. 4. CONTRACTOR SHALL NOTIFY LANDOWNERS, TENANTS AND THE PROJECT MANAGER PRIOR TO THE INTERRUPTION OF ANY SERVICES. SERVICE INTERRUPTIONS SHALL BE KEPT TO A MINIMUM AND SHALL ONLY OCCUR WITH THE KNOWLEDGE AND PERMISSION OF THE SERVICE'S OWNER OR AUTHORITY. 5.THE ADJUSTMENT OF ALL MANHOLE TOPS, WATER VALVE BOXES, GAS VALVE BOXES AND WATER METER BOXES SHALL BE THE RESPONSIBILITY OF CONTRACTOR. 6.ALL WATER METER, VALVES AND FIRE HYDRANT ADJUSTMENTS/RELOCATIONS SHALL BE PERFORMED BY THE CONTRACTOR. CONTRACTOR SHALL KEEP A "REDLINE' SET OF PLANS DOCUMENTING ALL SUCH AS -BUILT REVISIONS. 7.ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. DRAINAGE SYSTEMS 1. CONTRACTOR SHALL EXERCISE CARE, ESPECIALLY AT INTERSECTIONS AND GUTTER LINES, TO PROVIDE POSITIVE DRAINAGE. ANY AREAS WHERE WATER IS IMPOUNDED SHALL BE CORRECTED BY CONTRACTOR AT NO ADDITIONAL COST. POSITIVE DRAINAGE OF ALL ROADWAY AREAS TO THE STORM DRAIN INLETS OR OTHER ACCEPTABLE DRAINAGE CHANNELS AS NOTED ON THE PLANS IS REQUIRED. 2. CONTRACTOR SHALL MAINTAIN EXISTING STREAMS DITCHES DRAINAGE STRUCTURES CULVERTS AND FLOWS AT ALL TIMES DURING THE WORK. CONTRACTOR SHALL PAY FOR ALL PERSONAL INJURY AND PROPERTY DAMAGE WHICH MAY OCCUR AS A RESULT OF FAILING TO MAINTAIN ADEQUATE DRAINAGE. 3. ALL PIPES, DI'S AND OTHER STRUCTURES SHALL BE INSPECTED BY THE PROJECT MANAGER BEFORE BEING BACKFILLED OR BURIED. THE PROJECT MANAGER MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL COST, TO UNCOVER AND RE-COVER SUCH STRUCTURES IF THEY HAVE BEEN BACKFILLED OR BURIED WITHOUT SUCH INSPECTION. 4. ALL CATCH BASINS ENCOMPASSED WITHIN NEW CONSTRUCTION SHALL BE CONVERTED TO DROP INLETS. 5. REMOVED PIPE SHALL BE THE PROPERTY OF CONTRACTOR UNLESS NEGOTIATED OTHERWISE BEFORE PROJECT BIDDING; AND IF NOT SALVAGED FOR RE -USE, SHALL BE DISPOSED OF LAWFULLY. 6.ALL STORM SEWER PIPE AND DROP INLETS SHALL BE CLEARED OF DEBRIS AND ERODED MATERIAL PRIOR TO FINAL ACCEPTANCE. 7. ALL STORM SEWER PIPE JOINTS SHALL BE SEATED AND SEALED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 8. ALL EXISTING ROOF DRAINS AND OTHER DRAINAGE CONDUIT BLOCKED OR DISRUPTED FROM THEIR PRE -CONSTRUCTION DRAINAGE PATTERNS SHALL BE SHORTENED, EXTENDED OR OTHERWISE ROUTED USING MATERIALS APPROVED BY THE ENGINEER, AND IN SUCH A WAY THAT THE NEW DRAINAGE PATTERNS ARE ACCEPTABLE TO ENGINEER AND THE PROJECT MANAGER. 9.ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. EXISTING WATERLINE PROPOSED WATERLINE EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT } EXISTING WATER VALVE - PROPOSED WATER VALVE �w w PROPOSED WATER METER EXISTING REDUCER -"- PROPOSED REDUCER »10 . HANDICAP RAMP (CG-12) DENOTES LOCATION OF STD. VDOT CG-12 AND/OR JURISDICTIONAL STANDARD RAMP CONSTRUCTION PARKING INDICATOR 1z INDICATES THE NUMBER OF TYPICAL PARKING SPACES BENCHMARK e VEHICLES PER DAY COUNT 1,234 VPD PROPOSED STREET NAME SIGN + EXISTING SIGN -� PROPOSED SIGN -� APPROVALS DEPARTMENT OF COMMUNITY DEVELOPMENT DATE PLANNING / ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VA. DEPARTMENT OF TRANSPORTATION CONTRACTOR'S RECORD DRAWING CERTIFICATION STATEMENT: (SEE SHEET 9 FOR RECORD DRAWING REQUIREMENTS) THIS HAND MARKED SET OF DRAWINGS HAS BEEN "REDLINED" TO PROVIDE AN ACCURATE DETAILED RECORD OF ANY SUBSTANTIVE CHANGES TO THE APPROVED DESIGN DRAWINGS. ANY ITEMS NOT "REDLINED" ON THIS PLAN SET OR SUBSEQUENT PAGES SHOULD BE CONSIDERED TO BE "CONSTRUCTED IN ACCORDANCE WITH THE DESIGN AS SHOWN". NAME, TITLE FOR: DATE CONTRACTOR) A m U o F- w - M U c' zap O OZ ( JY< cn J Q r g F J = Qi OU Qch 1.w Cie Q (A w 0 Do w UQ �Q OR -1 -2vc=i ZD w 'w > N I�Ti�I W C) � 0 Z rn �> N CL W 4 N V w Q Z J > O /1 {( co Ld U F- U) J J _ > Oazw UU U) rn U z 0 o_ CA a N zw o� z z 0 0 u u z z z z 00 > > u u O O W N N H N rl QQ ry m 0 0 N ��o�D r4c2 o U9Jiart44'�o�Qf" e U_ J Q a (Y) Z Z � � 6 0 W > U a = a w w �zoW a J O a Z~ o IL) LL W XQ z 0 ~ O O O !W V DATE: 10-25-2019 SCALE: NA JOB: 19.0125 SDP-2019-00062 SHEET: � OF 13 \\ \ \ \ I l \ END SIDEWALK/CURB DEMO 1 I � \ I \ \ I DASHED LINE IN EXTENTS OF SAW ' _---- \\\ \\ \\ I \ \1, CUT &MILLING OF PAVEMENT WHERE -- \ I I APPLICABLE. PROPOSED PAVEMENT WIDENING 1 / \ IN ACCORDANCE .WITH VDOT STANDARDS. CRITICAL SLOPE PER ALBEMARLE COUNTY GIS - SLOPES \ w I I GRE TER THEN 25% APPROXIMATELY 5 860 SF TO BE � 1 1 / w go A " 1 �r DISTURBED. NO DISTURBANCE TO BE DONE IN \ I I /¢ I LEGEND: PRESERVATION AREA \ \ \ \ \ \ I I \\ EXISTING CURB Woo \\ ❑ GIS CRITICAL SLOPES >25% \\ \ l\ 1 TMP 60E-1 � so y \ EXISTING SANIT�4RY \ 1 DYNAMIC INVESTMEN \ SEWER & EASE I T Y CAPITAL ENTERPRIS N 6004 I �� ► _ 1 \ \ � ZONED: C-1 �a Jli �'^� 1 \ PRESERVATION AREA \ USE: OFFICE BUIL ,IN'G 000 � a, wo I EXISTING MAN OLE T01 BE LOW RED TO \ - _ go "000�� 0. ► ►� /' 1 FINI HED PAVE ENT GRADE LA CONSERVATION AREA 9 i 00 1 i 00 00 590 �M�Nj Og Rk ,' ' �11 0 I EXISTINGISIDEWALK & CURB TO BE \\ e• 23C ®", SOIL BOUNDARY BOUNDARY LINE TABLE Line Direction Length L1 S 1C44'06" E 14.39' L2 N 77'42'45" W 4.50' L3 S 15'21'39" W 10.20' L4 S 8218'27" E 5.22' L5 S 38'50'59" W 79.63' L6 N 64'12'41" W 166.59' L7 N 10*52'19" E 210.70' L8 N 80'05"9" E 143.39' r EPS ��Ag / , // EMOVED FOR ENTRANCE CON,)%UCTIIJ \ U a 1 \ 1 vv 6"PRDS / I /� ��--� I ,,.. 1 �� 20 0 20 40 A 60 s + 10"CFIRY EN / L� t 4i �� Imow ; � 1 SCALE: 1'(=20' \ on and Preservation Areas on thepropetty. The Owner N DRAINAGE ire /' PROPOSED ( \' placement shall be two (2) trees of similar species or ♦ - 'y j EX 15 SITE I e A RLE�� CRITCAL SLOP PER 1 all 6e in accord with the final landscape plan for 4"oAKX21 6."p0j FF p.1F f ENTRANCE I I L COC GI i B A 0 NT S� A ®` ice tress within the Concervarion Areas shall he - \ PROPOSED + S),Oe, k laced must be in excess of I2" dbh and shall be ♦♦ SAN TARP less than 2.5" dbh, as determined by the County's ♦ CONNECTION36 OAK ♦ �, 10'*0A I ) M� r � i I I, i I i r t 2 ,'IF,L 8"MPL 24"PINE db pervisprs 1 I I V I i 2"POP + 18"OAk 1 24"PINE ` + + I I 1 >I I + � •p;)p % TMP 6OF-3 I 18"POP OAiF ti�� 1 I 8"PINE 8„S 1.05 ACRES \' 1 NI + I 8"OAK I '8 sr' >P � 12"PINE MIN. 9.63' < r ; i BUILDING CORNER �1 II �_ 1 / IN of I /� 7 w y w t l 1 6- 1 ACK iCi'POp 1 5"PIN 1 I 24P9 ZMAB006-14 ml\ I aa.��►\ �/ I/' ,/®® OP INE + l f ' OP \ V � I 12"K1AK 3 POP 1� � + w p.t1 15'POP 110"MPL yi i I �1 DJ V 1� A \ 24"PINE ^ r j 1\ 1 C �1 W'� N G \ \ 1 1 \ \ \ _ 1 x PRESERVATI .N -X s, ' .`r t I ` chi iD 1 \ \ 1' 85B 11O"POP I AREA \ a_ 12"LOC A 1 �.Zo �\ A V A LTYP / 20"MP I 1 � \ 15'CHRY I I � S V-r `fit �. , °D �1 \l i tom_ � ` !SASS \ I E I.x.1 \ 1 �' /� / / � I --------- 5 j w, .-' 1 �I I� Q? 1 b V A/�' ,/ ® / �/------------ \ \ TMP 60E-2 I 18"MPL D r< 18 POP �I� � 0 20"MPL 1 wl 1 1 f 1 BUILDING CORNER a ----------------- -\ \\ GEORGETOWN GREEN 24'CHRY +, 8"MPL .I + / MIN. 15.22' -� \ 11 _ \ \ ZONED: R-6 V 10,,kH yi 0`" w--------------i-- USE: RESIDENTIAL L I ---- \ \ \ 8"MPL N p SETBACK - - - - - - - - - \ I II + 0" m/ i il { P ZMA2006-14 \ COMMON AREA 12'PIP 0., \ v, = 1 WII fi A---- \ \ \ \ - 0' 0 EXISTING TREES IN BOLD \ \ - \ \ \\ \ \ \ EX. HAINU f tIuCC ® x qCIS / t N"i s l s 1 TO BE REMOVED (TYP) \ \ m vic \ \ \ 0 8"OAK9 k ' BOX - ' 6"P ■ 0' POP N j / c I� * 15.22 a. 11 BENCHMARK \ 1 I \ \ \ i BOUNDARY CURVE TABLE Curve Length Radius Delta Tangent Chord Chord Bearing C6 16.68' 235.00' 4'04'03" 8.35' 16.68' N 00'37'30" E C7 64.64' 265.00' 13'58'33" 32.48' 64.48' S 04'19'46" E C11 97.24' 1696.02' 3'17'06" 48.63' 97.23' S 12'57'35" E C13 22.01' 60.00' 21'01'16" 11.13' 21.89' S 04'21'31" E C17 23.84' 60.00' 22'45'58" 12.08' 23.68' S 27'29'12" W - / l \\ i Imo. " 4 ` "D '" �' TRAFFIC BOX \ , 8FOP 8 S C 20"POP 1 1 A 1 A---_ -� `/'' 8"OAI,K �`� r1E� _'if �1 ELEVATION-614.7 ,_ /^4�5 / MIN. 21.85' BUILDING CORNER \ 1' `a + hZMq' 'e66 2"PO f ` ^., ' SETBACK ZMA2006-14 ma r 2 O' , ,� 12"Loc I I 1 A 4 \ „Mo 2'Po I p ?t �a' X h+ (DEAD) / �, 1�' \ EX. 15' RWSA EASEMENT 1 ® (SOILTYP� \ 1\ 12"POP '0 rPT'd�.h / II "`a,. 1i DB 466 PG 248 1� ® A Wv 8"POP I \ Q 2i+ ` F MIN. 13.47' f 2 Pia r y0 NiPLi112 L0C BUILDING CORNER 24 MAP ?l, ,/� �RQP(5 e i t + J(-FAD) SETBACK e5 1a ' I EX. V/W VEPCO EASEMEA" ® �' ZMA2006-14 ( DB 466 PG 246 s 1/ _ SIGN ISCH F 4 �� I °1'1 n Y v ���AK "' 12"�0 I . ^ e, STOPLIGH POLE ' `'► \., � � /I 4. �C�`� 24'GAKX4 J 8 )AK 8 PO ° POP ��r � 2,� Q. 2s;.. 8' POP jspV * w I "POP X12"POP18 1kPINE 6 36" OAKX2 \ \ P 15POP CROP BEGIN CURB & SIDEWALK DEMO / 10"MPL OAK \ \6"CHRY g' p i EAD) �A� 1�0 EX. ACSAI EASEMENT,, \ / 6 'IyfpL 1 "OAK 12"pE �O v�1 ` ' / DB 440 PGw90 <6 M I. O �.� 1 CU`V3 2p. e''p,1P I + + 12"CHRY 2 6 gq2gTjU/ �� ) 20"P + I /� Q� L`® �_� ®® ® r� \ I �I TMP 60-76B �I\ I J `VO �` ® �. ��a /-� O 27B / yp, MICHAEL 8e MELINDA � " x,rti 1 � ' I / �:J �o SPRINKEL ♦ I \ " / / / 0� j 14 ® (SOILTYPE) ZONED: RA / USE: RESIDENTIAL NOTE:,` EXISTING ACSA WATERLINE. THIS IS I / / 10 i 10� / // / A CRITICAL WATERMAN AND CARE I PROPOSED , so SHOULD BE TAKEN NOT TO DISTURB ♦ I WATER THE LINE DURING CONSTRUCTION.- / EXISTING 12' ACSA EASEMENT TO / / / 3 EX. 12 ACSA EASEMENT BE VACATED. NEW 20' ACSA DB 440 PG 90 TO BE VACATED _ r EASEMENT TO BE CENTERED OVER / / _ _ _ > PIPE. --- 7 //'// m r U g m w m o -° U z U) OZ Ou) JJ>o Q 0 2< Ly 0 r J = Ir OU ¢� m aZ =w a �0 o W Oor) °a ¢ J Z v U z� ¢_ > N N w0 � �r//D rJ IrIr N V a W y w Q z > 0 vFi J a J _ U) O/ a w o 0 W mQ m IE M 0 z a y z 0 O� 0 0 z z > > 0 0 w a N M 0 0 _ c3 I N t,1,TH Op t, G �O 97 Jimmy L. Taggart Uc. No. 22841 /P0 07/31/2020 , ."ti LNG TONAL J � w Q mQ C,r) O 1� Q W > 7 Q J � rr w = a- A W Q �zLL: (� O W � � o Q O O Z < W z �Z o O E- O w � 0 w DATE: 10-25-2019 SCALE: 1 ":20' JOB: 19.0125 SDP-2019-00062 SHEET: Z OF 13 TYPICAL RETAINING WALL CROSS SECTIONS OF THE DIFFERENT TYPE OF WALLS USED ON THIS PROJECT NOT TO SCALE SEE RETAINING WALL DESIGN PLANS, BY OTHERS, UNDER SEPARATE COVER FOR ADDITIONAL DETAILS 42" Tall Safety Handrail or Fence Post - w/ Sleeve -It Fence -Post A nchoring System Max. 8'-0" O.C. Post Spacing Optional (Handrail/Fence Installation By Others) Top Dia. 7 4' Grout Fill After Post Installation w/ Min 3.000 psi Grout r Bottom Dia. 9.4" Non -Woven Filter Fabric - 4 FT Wide Mirafi 140N or Equivalent r Cantilever Base 30.6"L x 15.3"W 12" Soil Cover / 23.4" 30.6" Reinforced Fill SLEEVE -IT SD1 FENCE -POST ANCHORING DETAIL (Not to Scale) Optioral 'I II II , I 8' SIDEWALK PROPOSED ALONG THE LENGTH OF THE PROPOSED 80' TAPER LANE = CONNECT TO EXISTING CURB Ae l RETAINING WALL #1: REDI-ROCK 13.5' I I MAXIMUM HEIGHT. SEE RETAINING WALL PLAN r I UNDER SEPARATE COVER, BY OTHERS. SEE ! I I NOTE 4 THIS SHEET. SEE RETAINING WALL i I DETAIL FOR VEHICLE & PEDESTRIAN BARRIER I DESCRIPTION. z 80' PR POSED z IRIGHT RN TAPE I N EXISTING CURB J C. f oI I I CRITICAL SLOPE PER ALBEMARLE COUNTY GIS - SLOPES GREATER a I N THEN 25% - APPROXIMATELY 5860 SF TO BE DISTURBED. NO TMP 60E-1 r ti DISTURBANCE TO BE DONE IN PRESERVATION AREA DYNAMIC INVESTMENT QN I a �' 1 CAPITAL ENTERPRISES - I ZONED: C-1 �°o RETAINING WALL #2:ANCHOR DIAMOND PRO BLOCK USE: OFFICE BUILDING �� /"I SEE SHEET 2 DEMO PLAN FOR EXTENTS OF 13.5' MAXIMUM HEIGHT. SEE RETAINING WALL PLAN I I SAW CUT &MILLING OF PAVEMENT. CD UNDER SEPARATE COVER, BY OTHERS. SEE NOTE 4 2' CLEAR OVERHANG LL,a PROPOSED PAVEMENT WIDENING IN THIS SHEET. SEE RETAINING WALL DETAIL FOR VEHICLE PROVIDED FOR VEHICLE ►.0.• 9.2' ACCORDANCE WITH VDO:STANDARDS. TMP 60E-2 ORGETOWN GREEN ZONED: R-6 JSE: RESIDENTIAL COMMON AREA 'rr.n.n.vma.n I il 1 L C_ -- " wim w a --- ®mw`suia"m I -NC IBfSGMpNa LLOCl COnNa wax lBrQ AnAGNMBR CK' I -MC FlIlESIANgHa NOClCWINa WIM RNCl1RACMMIM nrilnr�Yv/r,' ..r.1...r F`. CH `dLl^ll< I F I 'E BOUNDARY CURVE TABLE Curve Length Radius Delta Tangent Chord Chord Bearing C6 16.68' 235.00' 4'04'03" 8.35' 16.68' N 00'37'30" E C7 64.64' 265.00' 13'58'33" 32.48' 64.48' S 04'19'46" E C11 97.24' 1696.02' 3'17'06" 48.63' 97.23' S 12'57'35" E C13 22.01' 60.00' 21'01'16" 11.13' 21.89' S 04'21'31" E C17 23.84' 1 60.00' 22-45'58" 12.08' 23.68' S 27-29'12' W LEGEND: GIS CRITICAL SLOPES >25% PRESERVATION AREA CONSERVATION AREA & PEDESTRIAN BARRIER DESCRIPTION. 0000 == ct' I 11 1 I 1 1 �♦ in 1p3/ '' g5 / y ®� / / - _` J - LB, MANHOLE IC BE LOWERED TO PROP. GRADE e ' I I' ADD TRAFFIC RATED COVER �N1pe4np, /s��.f11r� I I 2, ■ Utz tiPSF�X 5y� 9 �� i � /, _ I 4 -- 2' OFFSET FROM TRAVEL LANE 20 ,LO��'''('Sg9560....,� _ - --"'�=- - -t (3)PARKIP6or 0F PAINT 1 7 CG-3 N ' 1 ► SCALE: 1 s/ �� - I 9 I I -I - -� �� RIGHT-IN/RIGHT-OUT 1 � *��* I i I, I, n •� - -� I I �` ENTRANCE MEDIAN 1 ,I *� PROPOSED HANDRAIL �* ALONG LANDSCAPING ISLAND DENOTES START OF VEHICLE FH 0 1 * �* BARRIER; MOD'FIED GR-2 t �* � WITHOUT BLOKOUTS OR 1 APPROVED EQUAL IN FRONT OF 1 � PARKING SPATS, CLEAR OF 2' 12" WIDE 1 I OVERHANG. ESIGNED BY,CURB CUT ^ ov�erinNc RETAINING WALL � 1 I OTHERS. SE� WALL PLANS 7.6 I. I #4: BY OTHERS. UNDER SEP, RATE COVER FLUSH MAX HEIGHT 4' oo I 1 1 1 I 1 °;I" t l� CURB r PEDESTRIAN FALL HANDRAIL " ' >1 I PROTECTION PROVIDED TMP 60-3 (l MINIMUM 9.63' BUILD -TO CORNER SETBACK PER ZMA2006-14 i WHERE WALL TALLER THAN 1.05 ACf�ES (T'(P)9•E'3 1 1 `I I ■ cot 30". DEIGNED BY OTHERS. FDC �1 I SEPAR TE COVER tiI III- (,Pj II (TYP) ) II ND`CONNECT TO EXISTING CURB 01 I SEE W/�LL PLAN UNDER I - EGRESS � � 1 �, 11• i i � TYP I (REMC)VAB PAINTED 1 - .STRIPING UNDER I 1 I 12' CLEAR OVERHANG BUILDING I -ic 1 1 PROVIDED FOR BUMPER C% 1 " I VEHICLES BLOCK 1 I I I I I 11 9,x18' � P) PROPOSED i II BENCH TY PRESERVATI:;;v STOR v I � N 1 1 I 1 AREA 31 1 I I BUILDINGI � r 11 I COLUMNS i (TYP) c z� I 1 \ � 3.5' GRASS STRIP � 1 ADD 9' CONC. SIDEWALK BEHIND EXISTING Cr SIDEWALK PER CODE OF DEVELOPMENT 1 I (2) PICNIC TABLES j � 1 �I BUILDING --8 -rRn, c A 1 I I�FACE eox' 1 � NI ��-:.• I I - � VI ��{ ©RnFFMcReoz 1 n ,�•�6 `'y, ELEVATION=614.79 1 1 - '�'�s• , � ,/ -' ) _� I I 12" ASSUMED INSIDE FOOTER III '� 2posq�o•• DOOR. TO I I MINIMUM 15.22' BUILDING CORNER DOOR EXTERIOR (TYP.) SETBACK PER ZMA2006-14 1 NEW 20' ACSA l O STAMPED CONCRETE II EASEMENT Ti� �� 13. q' �2�1 / 1 �co / / / I21.85, I �1 \�� I LIGHT POLE \ a MINIMUM 21.85' BUILDING CORNER SETBACK ZMA 2006-14 (TYP) /� �Z �'� ti ���/ // c i x STOPLIGH POLE 1 r:. 5 O /. NEW 20' RWSA EASEMENT 1 10' MIN. PARKING SETBACK EX, VEPCO EASEMENT DB 723 PG 362 10 EX, 12' ACSA EASEMENT DB 440 P 90 6 cow \ \ / �N .� =. / I 01 TMP 60-76B N, ' N� MICHAEL & MELINDA SPRINKEL A# /_I�EW ZONED: RA WM USE: RESIDENTIAL # RETAINING WALL 3: 6' MAXIMUM HEIGHT. SEE RETAINING WALL PLAN UNDER SEPARATE COVER, BY / U�/ �' /� 0000000000 S pry OTHERS. SEE NOTE 4 THIS SHEET. / ACCESS WALK TO 00 MINIMUM 13.47' BUILDING CORNER INTERNAL STAIRWELL 0000 1090 SETBACK PER ZMA 2006-14 ♦ � i 0 20 40 BOUNDARY LINE TABLE ME Line Direction Length L1 S 14'44'06" E 14.39' L2 N 77'42'45" W 4.50' L3 S 15'21'39" W 10.20' L4 S 82'18'27" E 5.22' 1_5 S 38'50'59" W 79.63' L6 N 6492'41" W 166.59' L7 N 10'52'19" E 210.70' LS N 80'05'19" E 143.39' NOTES: 1. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 2. PROPOSED SITE ENTRANCE TO BE RIGHT -IN &RIGHT -OUT ONLY 3. RETAINING WALL DESIGN TO BE SUBMITTED UNDER SEPARATE COVER, BY OTHERS. WALL A -SECTION 1, AS SHOWN, IS ASSUMED TO BE 2 FT WIDE WITH NO BATTER AND NO GEOGRID. 4. ALL RETAINING WALLS OVER 30 INCHES TALL WILL HAVE PEDESTRIAN SAFTEY RAILS AND/OR VEHICLE STOPS WHERE APPLICABLE. 5. CONTRACTOR IS TO CONTACT ACSA 3 DAYS PRIOR TO TYING SEWER MANHOLE, TO SCHEDULE AN INSPECTOR ON SITE. 6. EXISTING ACSA WATERLINE IS A CRITICAL WATERMAN AND CARE SHOULD BE TAKEN NOT TO DISTURB THE LINE DURING CONSTRUCTION. EXISTING 12' ACSA EASEMENT TO BE VACATED. NEW 20' ACSA EASEMENT TO BE CENTERED OVER PIPE. 6. THE ENTIRE TRAVEL WAY ON THE PROPERTY IS DESIGNATED AS A FIRE LANE. 7. A KNOX BOX WILL BE PROVIDED -LOCATION TO BE APPROVED BY THE FIRE CODE OFFICIAL. 8. THE 6-INCH BUILDING COLUMNS IN THE PARKING AREA UNDER THE BUILDING ARE SHOWN. THEY WILL BE LOCATED BETWEEN THE PARKING BAYS. THEY ARE DEPICTED WITH A CIRCLE THAT IS NOT TO SCALE FOR ILLUSTRATIVE PURPOSES. PLEASE SEE ARCHITECTURAL DRAWINGS, SUBMITTED BY OTHERS, FOR MORE DETAIL. 9. CURB RADII ARE MEASURED AT FACE OF CURB; FLOWLINES ARE MEASURED AT THE GUTTER PAN. AREA SUMMARY PRESERVATION AREA 11,445 SF CONSERVATION AREA 6,310 SF AMENITY AREA 1,010 SF A r U o F- w � o U -° O Z Z U) O� QJ> o Q0 �Lj 0 T J = Qi OO Q� m ILZ =w Q OW wo 0 OQ �Q az Z v c7 ZO \¢_ 1 rn / N w O � Ir o a I--+ a W N N w a Z J > O va > a J } 000 azw IS 0 w � C rn U z 0 a a y� U 0� F- F- 0 0 z z Z:) Z:) 0 0 u orI c� 0 0 zN PVTH OF, Df�r U `J7y v Jimmy L. Taggart Lic. No. 22841 v4 1P'0F, 08/03/2020 l�F'. CSSIONAL ECG J Qg Z ILE cM z J Q LU W = 0- Q cr � O �Zo: U5�: �W Q J z0 <° W x as U_o QZ w i 0 O V DATE: 10-25-2019 SCALE: 1 ":20' JOB: 19.0125 SDP-2019-000•/62 SHEET: �,/ ♦�J OF 13 r/ Rivanna Water & Sewer Authority (RWSA) General Water & Sanitary Sewer Notes Last Revised: April 2016 1. All materials and methods of construction shall comply with the latest version of the General Water and Sewer Design and Construction Standards - Version I.O, 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 preconstiuction conference shall be held with RWSA prior to the 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 inspection b RWSA start. No tie-ins to the existing system shall be made � Pc r s r without coordination with and the presence of RWSA staff. No work shall be conducted on RWSA facilities on weekends or 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 most 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 P P verification of the location size and 8 depth of all existing utilities both surface and subsuface. P The Contractor shall immediate) not/ the Engineer of an discrepancies between the lens and Y notify 8 YP 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 din shall be permitted in the RWSA easement Pe P grading 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 sewerlines, 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 wil I 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 pressure tested• chlorinated, flushed and have 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. TYPICAL SECTION OF UNDERGROUND DETENTION SYSTEM NOT TO SCALE. SEE VSMP FOR MORE DETAILS 1.5" SM 9.5A 1.5" BM 25.0 6" VDOT 21A 15" WELL COMPACTED CLEAN FILL GEOSYNTHETIC NON -WOVEN GEOTEXTILE -12" CLEAN WASHED #57 STONE - 42" ADS MC-3500 STORMTECH CHAMBERS (OR APPROVED SIMILAR). PLACED FLAT ON STONE BEDDING (0% SLOPE) -12" CLEAN WASHED #57 STONE BEDDING -WELL COMPACTED CLEAN FILL PER GEOTECHNICAL ENGINEER'S SPECIFICATION L�_ CRITICAL SLOPE PER ALBEMARLE COUNTY GIS - SLOPES GREATER THEN 25% - APPROXIMATELY 5860 SF TO BE DISTURBED. NO DISTURBANCE TO BE DONE IN PRESERVATION AREA RETAINING WALL 13.5' MAX. SEE NOTE 3 & 4 THIS SHEET RETAINING WALL #1:REDI-ROCK 13.5' MAXIMUM HEIGHT. SEE RETAINING WALL PLAN UNDER SEPARATE COVER, BY OTHERS. SEE NOTE 4 THIS SHEET. SEE RETAINING WALL DETAIL FOR VEHICLE & PEDESTRIAN BARRIER DESCRIPTION. -1 \ DYNAMIC INVESTMEN CAPITAL ENTERPRISE ZONED: C-1 n I. USE: OFFICE BOIL I,� ♦♦ j BW 599.0 I;' - -- -- - - - I I 1 1 20 0 5 / - q_SqN _ _ -I' _ 3 GATE VALVES, TEE CONNECTION AS SHOWN I I I I I I ~ N Z 1 I w� In at 1 BOUNDARY CURVE TABLE Curve Length Radius Delta Tangent Chord Chord Bearing C6 16.68' 235.00' 4'04'03" 8.35' 16.68' N 00'37'30" E C7 64.64' 265.00' 13'58'33" 32,48' 64.48' S 04'19'46" E C11 97.24' 1696.02' 3*17'06" 48.63' 97.23' S 12'57'35" E C13 22.01' 60.00' 1 21'0196" 111.13' 21.89' S 04-21'31" E C17 23.84' 60.00' 1 22-45'58" 1 12.08' 23.68' S 27-29'12- W LJ d I co 80' PR POSED I r RIGHT RN TAPE I LEGEND: � wpW 1 F 1 °D I I I GIS CRITICAL SLOPES >25% 0,0 o w> I i ti New on ►I W X ► � ■ I w I�- Z ♦ � �` a MANHOLE TO BE LOWERED TO PROPOSED PRESERVATION AREA � I GRADE. ADJUSTED TO FINISHED ASPHALT ♦ .00000 Ii ; SURFACE. CONSERVATION AREA I I 1 � �► 1 r 61 .0 I ' SEE SHEET 2 DEMO PLAN FOR EXTENTS OF _ I I s SAW CUT & MILLING OF PAVEMENT. I-" it PROPOSED PAVEMENT WIDENING IN ACCORDANCE WITH VDOT STANDARDS. 20 40 74 BOUNDARY LINE TABLE Line Direction Length L1 S 14'44'06" E 14.39' L2 N 7742'45" W 4.50' L3 S 15'21'39" W 10.20' L4 S 82'18'27" E 5.22' LS S 38'50'59" W 79.63' L6 N 64'12'41" W 166.59' L7 N 10'52'19" E 210.70' L8 N 80'05'19" E 143.39' a n -- 11 I 1 • SCALE: 1"=20' �'�qT 1. I 12" x 6" TS&V 20' WIDE ACCESS i 0 W/ REDUCER a I NOTES: CO EASEMENT � � STATION 10+87.75 1 PROPOSED SANITARY LATERAL CONNECTION. CONTRACTOR � `9e.G PROPOSED FHA N SEE SHEET 5 1 1. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE IS TO CONTACT ACSA 3 DAYS PRIOR TO TYING INTO CORRIDOR SHALL BE ELIMINATED. MANHOLE TO SCHEDULE AN INSPECTION ONSITE & 20' EASEMENT 1 ; II 2. PROPOSED SITE ENTRANCE TO BE RIGHT -IN &RIGHT -OUT ONLY RETAINING WALL #2:ANCHOR DIAMOND PRO BLOCK FH 3. RETAINING WALL DESIGN TO BE SUBMITTED UNDER SEPARATE COVER, BY END of ACSA (y 11 I OTHERS. 13.5' MAXIMUM HEIGHT. SEE RETAINING WALL PLAN PUBLIC WATER 4. ALL RETAINING WALLS OVER 30 INCHES TALL WILL HAVE PEDESTRIAN UNDER SEPARATE COVER, BY OTHERS. SEE NOTE 4 I I II 11 SYSTEM 1 THIS SHEET. SEE RETAINING WALL DETAIL FOR VEHICLE SAFTEY RAILS AND/OR VEHICLE STOPS WHERE APPLICABLE. & PEDESTRIAN BARRIER DESCRIPTION. � ' I ' ` ► � 5. CONTRACTOR IS TO CONTACT ACSA 3 DAYS PRIOR TO TYING SEWER Q� 1 ■ ,;;1 ti I I _ -- � � I I � 1 � 1 1 1 MANHOLE, TO SCHEDULE AN INSPECTOR ON SITE. I 1 II z ti 1'1' RETAINING%WALL #4 I 1 �r ti;� f,00c 1 I I 11 6. EXISTING ACSA WATERLINE IS A CRITICAL WATERMAIN AND CARE SHOULD 1 I CNE EXPECTED It-. BE TAKEN NOT TO DISTURB THE LINE DURING CONSTRUCTION. EXISTING PRIMARY R UTE >I I + q 12' ACSA EASEMENT TO BE VACATED. NEW 20' ACSA EASEMENT TO BE ucHr Pol T & CENTERED OVER PIPE. u1 OVERRAN 6. THE ENTIRE TRAVEL WAY ON THE PROPERTY IS DESIGNATED AS A FIRE LANE. �� II 10"POP TMP � 60E-3 LIGHTS (TYP) FDc., FIRE - 7. A KNOX BOX WILL BE PROVIDED -LOCATION TO BE APPROVED BY THE 1 + � I 1.0�1 ACRES 18. THE 6�DNCHOBUILDING COLUMNS IN THE PARKING AREA UNDER THE E1 F+'�INE ,IlRoof DRAINS DISCHARGE TowARDsBACKTRAFFIC BEARINGBUILDING ARE SHOWN. THEY WILL BE LOCATED BETWEEN THE PARKING 1 1 OF BUILDING &TIE INTO UNDERGROUND `I it SANITARY CLEANOUT r I 1 MIN INV ELEV: 591.E FOR BAYS. THEY ARE DEPICTED WITH A CIRCLE THAT IS NOT TO SCALE FOR 1 STORAGE &WILL NOT CROSS VDOT ROW. 1 ILLUSTRATIVE PURPOSES. PLEASE SEE ARCHITECTURAL DRAWINGS, PLEASE SEE ARCHITECTURAL DRAWINGS R.,r,,t5.01 I �5 �a 2.08% TO EX. MANHOLE 1 � F TA 5 pVC SANI O � \ 11 SUBMITTED BY OTHERS, FOR MORE DETAIL. 00 � OR MORE DE ILS 1 124"PINE `(` - N 1 1 1 1 -' - -I--- PRESERVATIC;N 1 110"POP I AREA � � (� ':1 11 1 1 1 I UNDERGROUND DETENTION O SYSTEM TO BE ADDRESSED I I Q ON VSMP SUBMITTED UNDER I 1 1 70TMP TMP 60E-2 SEPARATE COVER L4 (:FIRYo + GEORGETOWN GREEN PROP. 6WM EASEMENT I+ `� i>-• i 1 1 1 I I \ 1 1 1 ZONED: R-6 USE: RESIDENTIAL NEW 20' RWSA EASEMENT 1 1 COMMON AREA I 1 1 LIGHTS 1(TYP.) 1 I 1 1 1 1 I I 1 12 pip I 1 1 I it 1 11 I II 11 1 1 I I l 1 EX. CHAINLINK FENEE� 1 I 1 DI-3B1 I 1 1 1 � II ) TOP 603.80 it I \ 1 110X BENCHMARK 1 I 1 11TRAFFIC BOX ELEVATIDN=514.79 1 � 10' PARKING SETBACK I I � � I � / / / III ,� 1' :•:11 � 1 11 LIGHTS (TYP.) Al 1.�\ / /i� / // I I J wv 11 / ► 1 NEW 20fa / 2 / 1 EASEMENT 21.85 MINIMUM BUILDING CORNER SETBACK (ZMA 2006-14) � � I RIPRAPI 56 BOX A EX. VEPCO EASEMENT TOP:60200 SIA; / 12" ASSUMED 1 I L4 'ice DB 723 PG 362 OLF_Ig° HPpS�f INSIDE FOOTERSTOPLIGH .POLE- 1 1 !NV pt/ � 94.0 DI 3C BUILDING FACE \ ` / TOP: 2.50 LIGHTS (TYP.) / W 20' RWSA EASEMENT / TIN 609. / Q BW 604 B 60 or ����� i 8 604.5 :HAEL N MELIINDA EL , SEORESIDENTIAL NOTE: EXISTING ACSA WATERLINE. THIS IS A CRITICAL WATERMAIN AND CARE / SHOULD BE TAKEN NOT TO DISTURB THE LINE DURING CONSTRUCTION. EXISTING 12' ACSA EASEMENT TO BE VACATED. NEW 20' ACSA RETAINING WALL #3: 6' MAX. SEE EASEMENT TO BE CENTERED OVER NOTE 3 & 4 THIS SHEET PIPE. a �ZDROP. 1.5" DOMESTIC CONNECTION � ♦ � Uj \ 1.5" ME & BOX W/ REDUCER ♦♦♦♦♦♦♦♦ -k� STATION 10+18.70 SEE SHEET 5 **NOTE TO CONTRACTOR: CONTRACTOR TO USE DISCRETION AND CARE WHEN CONNECTING TO ACSA MAIN. THE PROFILES OF EXISTING WATERMAINS SHOW ON PAGE 5 ARE SHOWN AT AN ASSUMED DEPTH BASED ON EXISTING GRADE. m s LU rn o U ° Z Z U O N o� �Y> J Go F-M 2a J U GO t Q� '�J = �t GU a5; m w 0 v3 Ir w OQ �Q J Z v U Z It - m M N W (7 4 0 Z ° F->CE > CollLU F� Cc co t3- W N �1 Q N w z > O Zj5F � a J _ r 7 C0 O aZW O w C')a m= rn U Z 0 a N zw O� Z Z 0 0 Z Z 00 CD CD w \ v ono 0 0 _- Z c rV btiTx of `roc 2 U 97 9 Jimmy L. Taggart Lie. No. 22841 0 's0, 08/03/202.0 �?4' Q a Z 63 0 W a = Cr W W o_ a a �zLL� p W a E- z� <LL 0 W X Z 5 0 rO V DATE: 10-25-2019 SCALE: 1 ":20' JOB: 19.0125 SDP-2019-00062 SHEET: 4 OF13 PROFILE ALONG EX. RWSA 12" WATERLINE 625 620 615 610 605 ROP GRADE EX. GRADE 3' MIN. COVER EX. J U X U W J N Q W HO izontcl Scale = 1 :20 d Lu Vet cl Scale = 1 :5 0 X w CL a X w 10+00 10+20 10+40 10+60 620 615 610 605 595 590 585 580 575 570 565 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 13+00 13+20 PROFILE ALONG EX. ACSA 8" WATERLINE 13+40 X. GRADE 8•°j w 3' MIN. COVER J a ~ w z X Horizontal tale = 1 '20 0 Gow Vertical Sc le = 1 :5 w = a IL 0 0 a 0 a w Cr 620 615 610 605 59s 590 585 580 575 570 565 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 625 620 615 610 605 13+60 13+80 14+00 14+20 NOTE: 1. GRADE SHOWN FOR EXISTING WATERLINE ARE UNVERIFIED AND APPROXIMATE 2. THE EXISTING ACSA WATERLINE ALONG THE SOUTHERN PROPERTY LINE IS A CRITICAL WATERMAIN AND CARE SHOULD BE TAKEN NOT TO DISTURB THE LINE DURING CONSTRUCTION. EXISTING 12' ACSA EASEMENT TO BE VACATED. NEW 20' ACSA EASEMENT TO BE CENTERED OVER PIPE. VARIES yl{ VALVE BOX TO METER BOX (SEE FIG. W-6A THRU W-7E). - I--� VARIES-2° COPPER M.J. FITTING WATER MAIN 4" DIP 4" PLUG THREADED FOR 2" COMPRESSION FITTING RESTRAINED JOINT FITTINGS NOTES: • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. • SERVICE LINE TO CONNECT AT MAIN WITH X"xV TEE. • REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE. • REFERTO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OFTHE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • USE 25GO P.S.I. CONCRETE. LARGE METER SERVICE LINE NTS FIG. W-6C TD-12 METER SIZE DIMENSION A DIMENSION B DIMENSION C 1 1/2' 3'1' 5'0' 3'8' 2' 3'1' 5'0' 3'8' 3' 5' MIN, 4' S' MIN. 12' MIN. GREATER AN4' T'AN PROPOSALS WILL HE SUBMITTED. B DOOR HINGES LIFT HANDLE L- ------ TYPICAL METER VAULT N.T,S, FIG: W-7A LD-14 SIDE VIEW .75' DIAMETER DRILLED IDLE FOR TOUCH READ (NITS. TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH ?4' X 36' 4LUMINUM ACCESS 4ATCH "NOTE TO CONTRACTOR: CONTRACTOR TO USE DISCRETION AND CARE WHEN CONNECTING TO ACSA MAIN. THE PROFILES OF EXISTING WATERMAIN HEREON ARE SHOWN AT AN ASSUMED DEPTH BASED ON EXISTING GRADE. U o %q, w N � N • VI O U O OC7 N 0 (0 zY'> 0 GO Q � § J O UJ co OO a`° m 0-Z =r 00 w OD UQ Ir �i Q 0 Z v ZIr W C7 ° > o � N xN L Z rn > No v D U rn a W N W Q Z J > O va w a J } n > CO O a z �/ C) 0 04 w w n Q d = ooi U z O a (n V 0" VI N z z 2i :5 00 2 zz 0 0 u u 0 0 w � � N m o � 0 0 z ti N "LT11 Op 0 9 /7 Jimmy L. Taggart Lic. No. 22841 �10,4�y U_ J co Q Q Z co E- J 0 > � W W = 0- Q a �zLL2E r �Q a Z O < 0 z w z LL W :D E� Cr ~ S 0 CD DATE: 10-25-2019 SCALE: 1 ":20' JOB: 19.0125 SDP-2019-00062 SHEET; 5 OF 13 CONTRACTOR RESPONSIBILITIES REGARDING ADA COMPLIANCE: \ 1 \ CONTRACTORS SHALL PERFORM WITH REQUIRED CARE AND PRECISION IN CONSTRUCTION OF ADA (ACCESSIBLE) COMPONENTS AND \ \\ \ I \ 11 ACCESSIBLE ROUTES WITHIN THE SITE. THESE CONSTRUCTED PRODUCTS, AS THE CONTRACTOR LEAVES THEM, MUST COMPLY WITH ALL APPLICABLE STATE AND LOCAL ACCESSIBILITY LAWS AND REGULATIONS AND THE CURRENT ADA AND/OR STATE ARCHITECTURAL _ CONNECT TO ACCESS BOARD STANDARDS AND REGULATIONS' BARRIER FREE ACCESS AND ANY MODIFICATIONS, INCLUDING REVISIONS OR UPDATES. \\\ \\\ \\\ \\\ \\ I EXISTING CURB I 1 I a�' 1 FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE(S) FROM PARKING SPACES, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, \ \ \ I 1 I I l INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE OR EXIT, MUST COMPLY WITH THESE ADA OR ACCESS BOARD \ \ \ \ \ \ \ I I \ CODE REQUIREMENTS. THESE INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: \ \ \\ \\ \ \ 1 \\ \ Lo I - 1. HANDICAP PARKING SPACES AND PARKING AISLES - SLOPE SHALL NOT EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN \ \ \ \ 1 1 Z N ANY DIRECTION. 2. RAMPS (CONCRETE OR OTHERWISE) - SLOPE MUST NOT EXCEED 1:12 (8.3%) FOR A MAXIMUM OF SIX (6) FEET. 3 LANDINGS - MUST BE PROVIDED AT EACH END OF RAMPS MUST PROVIDE POSITIVE DRAINAGE AND MUST NOT \ \ \ \ \ 1 / / w � BOUNDARY CURVE TABLE Curve Length Radius Delta Tangent Chord Chord Bearing C6 16.68' 235.00' 4'04'03" 8.35' 16.68' N 00'37'30" E C7 64.64' 265.00' 13'58'33" 32.48' 64.48' S 0419'46" E C11 97.24' 1696.02' 3'17'06" 48.63' 97.23' S 12'57'35" E C13 22.01' 60.00' 21- 16" 11.13' 1 21.89' 1 S 04'21'31" E C17 23.84' 60.00' 22'1 12.08' 1 23.68' 1 S 27'29'12" W EXCEED 1:50 (1/4" PER FOOT OR NOMINALLY 2.0%) IN ANY DIRECTION. \ \ \ \\ II I I ,' mo 80' PROPOSED 4. ACCESSIBLE ROUTE PATH OF TRAVEL - MUST PROVIDE A 36-INCH OR GREATER UNOBSTRUCTED WIDTH OF TRAVEL \ RIGHT TURN TAPER, LEGEND: (ENCROACHMENTS SUCH AS CAR OVERHANGS OR HANDRAILS CANNOT REDUCE THIS MINIMUM WIDTH). THE SLOPE MUST BE NO I \ \ \ \ I I wCD wv" GREATER THAN 1: 20 (5.0%) FOLLOWING THE DIRECTION OF TRAVEL, AND MUST NOT EXCEED 1:50 (1/4" PER FOOT OR \ \� \ \ 1 ¢i wQ b NOMINALLY 2.08%) FOR CROSS SLOPE. WHERE PATH OF TRAVEL WILL BE GREATER THAN 1: 20 (5.0%), RAMP SPECIFICATIONS CRITICAL SLOPE PER ALBEMARLE COUNTY GIS SLOPES GREATER \ \ 3 wU °J I I GIS CRITICAL SLOPES >25% I - l Ul (ABOVE) MUST BE ADHERED TO. MAXIMUM SLOPE OF 1:12 (8.3%), FOR A MAXIMUM RISE OF 2.5 FEET, MUST BE PROVIDED. RAMPS THEN 25% - APPROXIMATELY 5860 SF TO BE DISTURBED -IQ TMP 60F 1 MUST HAVE ADA HAND RAILS AND 'LEVEL" LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE THAN 1:50 IN ANY I DISTURBANCE TO BE DONE IN PRESERVATION AREA \ \ DYNAMIC INVESTMEN N`'w Won �'� \ RETAINING WALL 1 CAPITAL ENTERPRIS S w Xo ► 1 1 DIRECTION (1/4" PER FOOT OR NOMINALLY 2.08%) FOR POSITIVE DRAINAGE. \ # ZONED: C-1 z �"- 1 PRESERVATION AREA 5. DOORWAYS ALONG ACCESSIBLE ROUTES - MUST HAVE A 'LEVEL" LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS \\\ 11� USE: OFFICE BUIL )ING ♦ 1 SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (1/4" PER FOOT OR NOMINALLY 2.08%) FOR POSITIVE DRAINAGE. THIS RETAINING WALL 13:5' MAX. SEE NOTE 3, & 4 THIS 00000000 I FLOW LINE I 1 I LANDING AREA MUST BE NO LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS SHEET _ ^ _ so00 I 1 FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICCANSI A117.1-2003 AND OTHER REFERENCED INCORPORATED BY CODE.) �,..• "w.% j I 1 CONSERVATION AREA 6. IF PROJECT INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ADA COMPONENTS FROM EXISTING ' 00 go00 -- SEE INSET BOTTOM 1 1 DOORWAYS OR SURFACES, CONTRACTOR MUST VERIFY EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF / t .p I OF SHEET FOR SLOPE 1 1 THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE ' kko; 9 " /s i CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES ANDOR FIELD 0 1 ae - 5 wo �11 CONDITIONS THAT DIFFER IN ANY WAY OR ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORE \ \ EPS0-01' � � i BOUNDARY LINE TABLE Line Direction Length L1 S 14'44'06" E 14.39' L2 N 77'42'45" W 4.50' L3 S 15'21'39" W 10.20' L4 I S 82-1 E 5.22' L5 S 38'50'59" W 79.63' L6 N 6412'41" W 166.59' L7 N 10'5719" E 210.70' L8 N 80-0519- E 143.39' COMMENCEMENT OF THAT WORK. IMPROVEMENTSPLACED BY THE CONTRACTOR MUST FALL WITHIN THE MAXIMUM AND MINIMUM ---1 '__ / CG-12 1 LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ADA REQUIREMENTS. \ 19 s TW gpg, -' i - / / 1 II �10601 CONTRACTOR TO 1 1 7. CONTRACTOR SHALL VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE IS \ BW 599. rZSR -/ /_ 1 1 I X 1 1 20 0 20 40 60 ENSURE POSITIVE OBSERVED OR EXISTS, CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIOR TO POURING CONCRETE. CONTRACTOR IS11 1' DRAINAGE AROUND 1 RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND REPLACE NON -CONFORMING CONCRETE. ;/' / �_ _-- b I pa ENTRANCE MEDIAN 1 11 SCALE: 1"=20' CONTRACTOR IS URGED TO REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL BUILDING CODE AFTER FORMS ARE SET AND PRIOR f 1 I i 1 TO COMMENCEMENT OF CONSTRUCTION OR IMPROVEMENTS. _ _ _ \ �4* /* 1 1 \ / 80- 1 > / ,/ 5r 7 CG-12 0 11 1 ♦ /* RETAININt WALL #2 7� + 10 1 1 I a I I I it I II I I 1'L u 1\ x104 �7 NOTE: \ 1t1 �1, XI 8 ' �- - © 1 5 . Q % CONTRACTOR TO USE PARTICULAR \ 1� j I I rtl I 1'I�� $" 31 I 1 1 1 1 CARE TO AVOID DISTURBANCE OF \ 4 ; 1 * RET LL 4 fE J PRESERVATION AREA I \ ;I ', it r 1 o� Lh NG I W lA # f 1 _ 1 / _/ --- EP117 4 1 1 1 ski I 1 8 cr --/ fig' Q1 \ I I'11 II 1 I I 1 1 X/ ❑ J�H 1 I TMP 60E-3 �l 1 2.9 x CONNECT TO 1 \ I �)j a �� 1 �2 a EXISTING CURB1.0IACRES 20' ACCESS L 11 EASEMENT I A / GcuecbQ) 4.< 1 i II Al I /1 ra' 2.9CA II 1 1 0P I rJ 6 \ 1 \ .� 1 I 1 PRESERVATION - '__! i I ^ I ^ ^ -1 P3-STOR G 11 11 II � =� �N � � 1 I I V AREA j� `� i _ _ BUILDIN 1 I:�� L J i^ A y 6 I \ 1 x' ,' I 1 FFE°615 a I 1 Z D\, 1 1 \ NOTES: 1. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 2. PROPOSED SITE ENTRANCE TO BE RIGHT -IN & RIGHT -OUT ONLY 3. RETAINING WALL DESIGN TO BE SUBMITTED UNDER SEPARATE COVER, BY OTHERS. 4. ALL RETAINING WALLS OVER 30 INCHES TALL WILL HAVE HANDRAILS OR SAFETY FENCE WHERE APPLICABLE. 5. CONTRACTOR IS TO CONTACT ACSA 3 DAYS PRIOR TO TYING SEWER MANHOLE, TO SCHEDULE AN INSPECTOR ON SITE. 6. EXISTING ACSA WATERLINE IS A CRITICAL WATERMAIN AND CARE SHOULD BE TAKEN NOT TO DISTURB THE LINE DURING CONSTRUCTION. EXISTING 12' ACSA EASEMENT TO BE VACATED. NEW 20' ACSA EASEMENT TO BE CENTERED OVER PIPE. 6. THE ENTIRE TRAVEL WAY ON THE PROPERTY IS DESIGNATED AS A FIRE LANE. 7. A KNOX BOX WILL BE PROVIDED - LOCATION TO BE APPROVED BY THE FIRE CODE OFFICIAL. 8. SPOT SHOTS SHOWN INDICATE FLOW LINES 9. LIMITS OF CLEARING CAN BE FOUND ON THE EROSION CONTROL PLAN O 1 I \ / \. I �` i �! II 11 II 1 I Q 4 1 FLUSH 4 CURB -2 I 1 ��4`L x 1350F )WIN N a95 1 1 GREEN V 1 1 6 \ IDENTIAL 1 I �\ I 1G, t I 1 1 I NEW 20 RWSA ® 1 S� .� TRANS �� \ a EP N AREA 1 II I ; : k6�, \ 1 EASEMENT 1 1 I CHAINLINK FFNCE�- o INSET SCALE:-- „ BENCHMARK \ II 103 1 z\-1 I t .,TRAFFIC BOX \ 1 18 I I 1 ENTRANCE GRADING DETAIL s 1 y I -::ELEVATION=614.7 I INSET SCALE: 1 ":10' 1 I LIG4 POLE & / / /r 151 I STAMPED CONCRETE 1 I OVE HEAD / // EASE EN M/ / ' 123� 1 1I` / 1 / CA1 OP.Y (TYR) / / BUILDING FACE RED IROCK WALL, VEHICLE BARRIER ATOP, 12" ASSUMED TI I C, 14.0 2' OVERHANG NEW 20' ACSA INSIDE FOOTER 's I / 1 610.0 EASEMENTS /` If/ OON I �� EX. VEPCO EASEMENT ► A. pRFSUTOR I I DB 723 PG 362 11 X�X��•� } TOPLI j O /9 POLE •9 I _ Q5 / FLOW LINE �O 5 6%' 71 ✓!� \` i / '� LIGHT 5 8 / I / ' + HIGH POINT < �TYP) x.022 �s 2/ 2.0 ANEW 20' RWSA EASEMENT 70 x s / I TW U5 ♦ 1 ��� �� / /x / / / ��.. po THE EXISTING ACSA WATERLINE IS ♦♦♦1 I I \ \c090�,��r ° x A CRITICAL WATERMAIN AND CARE / \ Biv 6: � 2�. Ui .� INSERT SCALE:1":10 " SHOULD BE TAKEN NOT TO DISTURB / ♦ I I \qq kq / _ ' - ;�� ,' I / ` J J r ` THE LINE DURING CONSTRUCTION. / / / ♦ 1 I w/ /� / �® O EXISTING 12' ACSA EASEMENT TO MICHAEL & MELIINDA -76B♦♦\ I 7 BE VACATED. NEW 20' ACSA SPRINKEL ♦ \ I I \ / /�: /� �O EASEMENT TO BE CENTERED OVER ZONED: RA ♦ I / , /.. j J USE: RESIDENTIAL ♦ I x 1 PIPE. / / / ♦ I I / /PROP. 1.5" Cu.ETIC / /� ♦ I I 1 , \ / CONNECTION aNiTH , lf / �'�Tso♦�,♦ III i i ` j / 1.5" METEq &BOX /I��/ ' -'s' 00 � �C X /0 870 9 a .a cb RETAINING WALL #3: 6' MAX. SEE NOTE 3 & 4 THIS SHEET ® / / Z Vo_ v rn r o zV m F-i w F- ai 5) Nu O Z zC7 (O J Y G i '^ J Q 3 J O 44 DU QC m aZ =w pw wo D OQ �6 ° QZ ac1 Z� ¢_ O0 N M W 0 q W ¢> a o N LLl Q > z J O Um� a J CO >- 3-0 W a O ../ Fil ° o w o mQ rn U Z 0 d rry U 0 z z 0 0 z z 00 w o � � 0 0 z N Or �N},TH � t, 0 9, f U i Jimmy L. Taggart Lic. No. 22841 4r 0, 08/03/2020 `4�• �88IONAL 11y J Q a C') Z 0 Q U'_ z 2 �a a w o W 3: � z J a � QO Qo z w X I-L Q� c) fr O 0 ! V DATE: 10-25-2019 SCALE: 1 ":20' JOB: 19.0125 SDP-2019-0006622 SHEET: V OF 13 625 620 615 610 605 9� NOTES 1. PROPOSED SITE ENTRANCE TO BE RIGHT -IN AND RIGHT -OUT ONLY, THEREFORE ONLY LEFT SIGHT DISTANCE PROFILE IS PROVIDED. 2. SIGHT DISTANCE REQUIREMENTS FROM VDOT APPENDIX F, TABLE 2-5. 2.1. SDR 5 LANE MAJOR ROAD (CONTINUOUS TWO-WAY TURN LANE) = 465 FEET PROVIDED: 465 FEET ON PLAN VIEW ONLY 2.2. SOL 5 LANE MAJOR ROAD (CONTINUOUS TWO-WAY TURN LANE) = 440 FEET PROVIDED: 440 FEET J. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN AREA BETWEEN 2 AND 7 FEET ABOVE THE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS SIGHT DISTANCE LEFT PROFILE PROFILE I I I I 4T1` REQUIRED -SIGHT p1ST;AN LIFT -N-T-OF-EYE­ i I N BADE PROPOSED GRADE AT SITE ENTRANC —.. 75 10+00 11+00 12+00 13+00 14+00 14 I i I I ' I' I � I I IL --- I I I ----__-_- __--_---� I I �- i I r_ --, I I ' I I I I I VERTICAL PROFILE SCALE: 1 "=10' HORIZONTAL PROFILE SCALE: 1 "=30' 625 620 615 610 605 50 \ \ \ I I i " LANDSCAPING PLANTS AND TREES ADJACENTTO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN AREA BETWEEN 2 AND \ " 7 FEET ABOVE THE GROUND AS A CLEAR _ 1 ZONE TO PRESERVE SIGHT LINES AND - - ACCOMMODATE PEDESTRIANS SIGHT DISTANCE EYE HEIGHT 3.5FT _ — — — — — DECISION POINT REQUIRED SIGHT DISTANCE LEFT 440 FT 3 1 1 1 1 1 ' 1 1 wN z 1 a0o 1 za i;i r---------- �e� ? jEO�OPD _ s;, ��A 10*3 +�1 1a,+ 0 IN I 1 I 1 I 1 I II II L- I ra 30 0 30 \60 90 71 SCALE: 1"=30' / U o FJ m H i � O U° O Z z Urn' N (0 :Ya J Q m g J O Ir r^ T W Z> j aU =w m ou) Wo w UQ �¢ _ a JZ a� Z� o> o 1 ow) W W (3 rA O Z rn N d CE N 7 W N Z Q � Z J Ld > O U U d J } co > = O W O O� GOa 0) rn U Z 0 a zw o� F- M z ww 0 0 0 0 ZZ >> 00 w olo I Z 4 ry ��o�D fpc2Jiart1�'a�2F' U Q a z� z�Ma QD v> a 0- 2 Q J W Q �z om a J LL z w 2 LL c Q Z a cr ~ S O 0 DATE: 10-25-2019 SCALE: 1 ":30' JOB: 19.0125 SDP-2019-00062 SHEET: 7 OF13 WP-2 3" IM 19, OVER[ ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING EXISTING ASPHA 2" SM 12.5 ,2"= EDGE O E%ISNG PAVEMENT IAS DETERMINED N FIELD) PER SIGNED AN[ TACK COAT THE PROPOSED 14 PAVEMENT DESK CONSTRUCTION JOINT "ASPHALT PROPOSEDASPHALT LAYERS LAYER OF BM 2 SAW CUT AND ENSUREASE PROPOSED SUBBASE EXISTING ASPHALT EDGE - - - - - - - - MATCH BOTTOM OF IS SOUND, TACK PER COMPACTED SUBGRADE EXISTING STONE BASE, SPECIFICATIONS THICKNESS - 12" MIN CONSTRUCTION JOINT DETAIL 21" MAX. ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1'/¢ NCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) A MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE O THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED N THE PAVEMENT DESIGN. 3, A MINIMUM O THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH O 1'/z INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL O THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315 O THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315 O THE SPECIFICATIONS. ROAD AND BRIDGE STANDARDS SHEET t OF t I REVISION DATE 303.02 CG-3 ROAD AND BRIDGE STAAARDS SHEET 1 OF 1 REVISION DATE 20102 ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS p"R3 : - ' SURFACE p.D. BASE D e��D� • o. .e D.e • C• I SUBBASE NOTES: 1. THIS REM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST N PLACE. 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB: WILL BE PAD FOR AS RADML CURB. 4 THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" n3" DEPTH) OR INCREASED AS MUCH AS 3" (19" DEPTH) IN ORDER THAT THE BOTTOM OF THE CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE, THE DEPTH IS TO BE 16" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID 15 TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. S. CG-3 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-7 AS SHOWN N APPENDIX A OF THE VDOT ROAD DESIGN MANADAL N THE SECTION ON GS URBAN STANDARDS. 6, WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARRIER CURB. THE TRANSITION IS TO BE MADE WITHIN 10'OR THE CHANGE IN STANDARDS CAN BE MADE AT REGULAR OPENINGS. STANDARD 4" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION *5 502 SPECIFICATION REFERENCE 315 NOTE+ WHEN A PEDESTRIAN ACCESS ROUTE CROSSES A COMERCIAL ENTRANCE THE CROSS SLOPE SHALL BE 27, FOR I A WIDTH OF 5 FEET. j I A =STREET APPROACH SAME SURFACING GENERAL NOTES (RADIUS TO BE AS ii CI ('� AS MAINLINE ROADWAY (SEE NOTE 3) SHOWN ON PLANS) rn 1. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 (RADIUS TO BE AS OR CG-7, THE CURB FACE ON THIS STANDARD IS TO SHOWN ON PLANS: BE ADJUSTED TO MATCH THE MOUNTABLE CURB CG-2 OR CG-6 CONFIGURATION. / - - - 2- SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE SIDEWALK USED WITH THIS STANDARD. SIDEWALK I (TILE NOTE W . - 5) I OPTIONAL UNPAVED SPACE 3• MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE m FLOW LINE R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION �` --- t---- REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE EXPANSION g EXPANSION OMITTED IN THE ENTRANCE.) JOINT I JOINT 4 4. RADIAL CURB OR COMBINATION CURB AND GUTTER - - SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE NOTE: WIDTH "B" 2'-0" OR AS MAINLINE ROADWAY EXCEPT FOR REPLACEMENT PURPOSES. SHOWN ON TYPICAL SECTKN. A +�� PLAN VIEW ENTRANCE NOTES 5. WHEN THE ENTRANCE RADB CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK MAINLINE ROADWAY SLOPE TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS 10'PARABOLIC CURVE ENTRANCE ONLY) WITHIN THE LIMITS OF THE RADIISHOULD BE INCREASED TO 7". (SEE CG-13) EDGE OF PAVEMENT OR OPTIONAL FLOW LINE BF MAX. GRADE CHANGE ® _ D ._ - 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION O A FLOW _ U (SEE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS MAINLINE ROADWAY - - - - - - - - - - - - NOTE 7) THE ENTRANCE. 8% MAX. ® - 0 7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES GRADE CHANGE - D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE D TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTIONS. 5' 20' MINIMUM FOR COMMERCIAL ENTRANCE INTERSECTION NOTES B. WHEN CG-11 IS USED FOR STREET CONNECTIONS, THE ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. CONNECTION MUST BE DESIGNED N ACCORDANCE WITH AASHTO POLICY AID THE APPLICABLE REQUIREMENTS SECTION A A SGHT DISTTHE ANCE � KSVALUE REQUIREMENTS. STOPPING SECTION C-C 9. OPTIONAL FLOWLINE MAY REQUIRE WARPING O A PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE ACROSS THE INTERSECTION. ALLOWABLE ENTRANCE GRADE CHANGES ENTRANCE VOLUME GRADE CHANGE "D" DESRABLE MAXIMUM NIGH MORE THAN 1500 VPD 2! 3 X MEDIUM 500-t500 VPD 5 3 X 6 X LOW LESS THAN 500 VPD S 6 % 8 % Project: AP Date: _T LAYERS Street (or section): SEALED Testing Firm: N, ON 4" Testing Date(s): Design ADT Average Daily Traffic, or VPD: Present Year: Design Year: Growth Rate Design ADT at Design Year: Percent Trucks: Design Traffic Volume: Design Pavement Index: Flexible Pavement Design Evaluation Worksheet Georgetown Hydraulic Professional Office 28-Jul-20 Office parking lot (assumed for design purpose) 91 2019 2019 0 91 0 91 6.7 Surface Asphalt Concrete (SM-2/IB, orC) (Superpave SM-9.5A) Prime & Double Seal or Blotted Seal Surface Intermediate Asphalt Concrete (IM-1A or 1 B)(Superpave IM-19.OA) Base 1 Asphalt Concrete (BM-2 or BM'3)(Superpave BM-25.0) Full Depth Asphalt Concrete (BM-2 or BM-3) over Surface Untreated Aggregate (21 A or 21 B) Cement Treated Aggregate Cement Treated Select Material, Type II, min. CBR=20 Select Material Type I & II, non -plastic, min CBR = 30 Select Material Type II, non -plastic, min CBR = 20 Soil Cement Cement Treated Select Material, Type II Cement Treated Select Borrow Base 2 Untreated Aggregate (21 A or 21 B) Cement Treated Aggregate Select Material Type I, non -plastic, min CBR = 30 Select Material Type I & II, non -plastic, min CBR = 20 Soil Cement Soil Lime Cement Treated Select Material, Type II Cement Treated Select Borrow Soil Support Measured CBR 1 Results: 2 3 4 5 Measured CBR Average: Design CBR: Resiliency Factor Soil Support Value Total Proposed Thickness Index Material Equivalency Min. Max. Thickness, (h) Value, (a) Inches Inches 1.5 1.67 1 1.5 0 0.84 0 1.67 2 2 1.5 1.67 2.5 4 0 1.60 6 1.00 6 6 0 1.67 6 6 0 1.50 6 6 0 0.84 6 6 0 0.60 6 6 0 1.00 6 6 0 1.17 6 6 0 1.00 6 r 6 6 0.60 4 8 0 1.33 4 8 0 0.50 4 8 0 0.40 4 8 0 1.00 6 8 0 0.92 6 8 0 1.17 6 8 0 1.00 6 8 Total Proposed Thickness Index VDOT Entrance Design Project: Georgetown/Hydraulic Location: Albemarle County Date: 1-Oct-19 Description of Existinq Use: Unimproved, Urban, Partially wooded Description of Proposed Use: Office Building Connecting Roadway: Hydraulic Road SR743 Functional Classification: Urban Collector Design Speed: 35 mph (Use posted) 5 Trip Generations ITE Peak %AM %AM Daily AM AM AM Code Quantity Units Period Rate in out VPD/per VPD Peak trips In Out Existing N/a N/a N/a N/a N/a N/a N/a N/a N/a N/a N/a Current Proposed Gen. Office 710 9.376 KSF Net Office Space 1.16 86% 14% 9.74 91 11 9 2 0 0.0 0 0 5 Future 0 0 0% 0% 0 0 0.0 0 0 3.3 1 Proposed Total 91 11 9 2 3.3 Estimated Splits $ 6 Southbnd 100% Right toward Rt 29 Southland Northbnd 0% Left -turn forbidden for this Project Northbnd OK Truck Volume (a x h) 0% (Estimated by RGA) Office parking lot only Southbnd Northbnd 2.5 Existing Highway Traffic 0.0 Source: Albemade Traffic Date 2017 Highway: Hydraulic Road SR743 0.0 AADT= 23000 VPD 2.5 2&4 Tire Vehicles= 98% or 22540 VPD Directional Factor (D)= 0.5189 or 11935 VPD in referenced direction Northbnd 0.0 Peak Hour Factor(k)= 0.0981 or 2256 VPH 0.0 0.0 Left Turn Analysis 0.0 Northbnd is Advancing direction 0.0 Design speed= 35 Posted AADT= 23000 (see above) 0.0 Peak Hour (K)= 0.0981 (see above) 0.0 Peak Hr. Volume= 2256 (AADT x K) 0.0 Advancing Directional Factor (Da)= 0.519 Percentage approaching site in direction requiring left turn into site 0.0 Advancing Volume= 1171 (AADT x K x Da) Opposing Directional Factor (Do)= 0.4811 Percentage approaching site in direction requiring right turn into site 3.6 Opposing Volume= 1086 (AADT x K x Do) Left Turn %= 0% Entrance is Right -in Right -out only 0.0 0.0 Using 1086 VPD opposing Volume, and �5 Peak hour into site x advancing "K" factor 0.0 an advancing volume= 330 VPH is the warrant figure requiring a left turn lane 0.0 Therefore, A left turn lane is required. (Ref. VDOT, See chart) 0.0 Left turn into the Site is forbidden for this project. 0.0 Right TurnAnalVsis 0 0 Southbnd is Advancing direction PHV Approach Total= 1086 Peak hour volume approaching site in direction requiring right turn into site PHI Right Turn Volume=®(AM-in trips from Advancing direction (see Estimated Splits above)) 8.6 Using 1086 VPD approach Volume, and 11 Right turns into site No Right Turn or Taper is Required. (Ref. VDOT, See chart) However, 80'taper is proposedin accordance with the General Development Plan PER GENERAL I CONCRETE SIDEWALK DEVELOPMENT 4" - 3000 PSI PLAN NOTE: PER GENERAL DEV. 4" VDOT 21A PLAN, 9' SIDEWALK TO OVER COMPACTED BE ADDED BEHIND SUBGRADE EXISTING SIDEWALK PROPOSED SIDEWALK DETAIL NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE, 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE. 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS O 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. THE DEPTH OF CURB MAY BE REDUCED AS MUCH ♦. AS 3" 05" DEPTH) OR INCREASED AS MUCH AS 3" (2T' DEPTH) IN ORDER THAT THE BOTTOM OF CURB 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 CG-2 IS TO BE USED ON ROADWAYS MEETING THE REOREMENTS FOR CG-6 AS SHOWN IN APPENDIX A O THE VDOT ROAD DESIGN MANUAL. IN THE SECTION ON GS URBAN STANDARDS. ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED :' . A, D, 6 A G G G D, TD!LTD C D . D!•TD.LTD &. D STD LTO D•"TD• "D 6" R u SURFACE BASE SUBBASE ���� 0000 PAVEMENT DESIGN NOTE: ROAD DESIGN IS BASED ON ASSUMED CBR OF 5. FINAL PAVEMENT SECTION TO BE DETERMINED FOLLOWING FIELD CBR TEST OF IN SITU SUBGRADE. 1.5" SM 9.5A 1.5" BM 25.0 SLOP 6" VDOT 21A _-�_- COMPACTED SUBGRADE PER GEOTECHNICAL ENGINEER REQUIREMENTS TYPICAL PARKING LOT DETAIL: 91 VPD 2" R 73 Source ITE 10th Ed. CG-6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2 CONCRETE IF PRBECASTSS A3 IF CAST IN PLACE, 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM O THE CURB & GUTTER OF SUBBASECOURSESAND TO PARALLEL TO TDEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE O CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN N APPENDIX A OF THE ROAD DESIGN MANUAL N THE SECTION ON GS URBAN STANDARDS. PAVEMENT DESIGN NOTE: ROAD DESIGN IS BASED ON ASSUMED CBR OF 5. FINAL PAVEMENT SECTION TO BE DETERMINED FOLLOWING FIELD CBR TEST OF IN SITU SUBGRADE. 1.5" SM 9.5A 1.5" BM 25.0 SLOP 6" VDOT 21A _-�_- COMPACTED SUBGRADE PER GEOTECHNICAL ENGINEER REQUIREMENTS TYPICAL PARKING LOT DETAIL: 91 VPD 2" R 73 Source ITE 10th Ed. CG-6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2 CONCRETE IF PRBECASTSS A3 IF CAST IN PLACE, 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM O THE CURB & GUTTER OF SUBBASECOURSESAND TO PARALLEL TO TDEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE O CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN N APPENDIX A OF THE ROAD DESIGN MANUAL N THE SECTION ON GS URBAN STANDARDS. ♦ ♦ 1,,,T ♦ ♦ s D D D D D ♦ ♦ I O O _-_ _ _ __ _ _ - -�- THIS AREA MAY BE CONCRETE AT THE OPTION O THE CONTRACTOR NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT SPECIFICATION /� NYDOT A SPECIFICATION APPLICABLE TO STREET CONNECTIONS REFERENCE STANDARD 6" CURB ROAD AND BRIDGE STANDARDS REFERENCE 11 IFIENCE XV COMBINATION 6 CURB AND GUTTER ERENCE METHOD OF TREATMENT ,D5 REVISION DATE SHEET 1 O t ROAD AND BRIDGE STANDARDS 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 105 502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET I of 1 zot0, 502 VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA DEPARTMENT OF TRANSPORTATION 07n5 20304 THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE O SUBBASE COURSES PROVIDED A MINIMUM DEPTH of 7" IS MAINTAINED. ROAD AND BRIDGE STANDARDS REVISION DATE SHEET I OF 1 201Q3 I U %q, o w ^ s mo U ° OZ z U) 0(0 �Y> Q J O UU au m y w UZ �Q J Z v U z C7 901 > ^ o a N W(5 x t) LL 0 Z rn C1 i No v O- Lu N a N w Q z _1 55 n J d J i0> =zw O a OCi AL/ Fil w O CCE O rn = rn C) z 0 CL y v z� o� W� Z z 2 2b 0 0 LJ LJ r H z z 0 0 0 0 H 0 0 N \ QQ N m a 0 0 6 N N (:D rtZ�[�� J Q rn 1- 1 Z CC -:4 Z _J q W o �zLL2E VJ O m E J a ram` O V w X z I.L Q O E rW V DATE: 10-25-2019 SCALE: 1 ":20' JOB: 19.0125 SDP-2019-000622 SHEET: V OF13 r VDOT STANDARD NOTES: 1. TRIP GENERATION DATA: USE: GEN. OFFICE ITE CODE: 710 DAILY TRIPS: 91 VPD 2. ALL CONSTRUCTION METHODS AND MATERIALS WITHIN STATE MAINTAINED RIGHT OF WAY SHALL BE IN ACCORDANCE WITH CURRENT VDOT STANDARDS, SPECIFICATIONS, CURRENT "WORK AREA PROTECTION MANUAL", AND ALL APPLICABLE LOCATION AND DESIGN INSTRUCTIONAL AND INFORMATIONAL MEMORANDUM. INSPECTION DOCUMENTATION BEST PRACTICES MANUAL. 3. A LAND USE PERMIT SHALL BE OBTAINED FROM VDOT BEFORE ANY CONSTRUCTION IS STARTED WITHIN STATE MAINTAINED RIGHT OF WAY LIMITS, INCLUDING ACCESS. ALL LAND USE PERMIT APPLICATIONS MUST HAVE TWO (2) SETS OF APPROVED PLANS, A COPY OF THE PLAN APPROVAL LETTER A CHECK FOR THE PROCESSING FEE MADE PAYABLE TO TREASURER OF VIRGINIA AND SURETY OR BOND IN THE REQUIRED AMOUNT. 4. IN ACCORDANCE WITH THE PROVISIONS OF THE INSPECTION DOCUMENTATION BEST PRACTICES MANUAL, VDOT SHALL BE NOTIFIED PRIOR TO THE START OF ANY WORK WITHIN STATE MAINTAINED RIGHT OF WAY. THE CONTRACTOR WILL COORDINATE WITH THE VDOT POINT OF CONTACT AT SIGNIFICANT STAGES OF THE PROJECT. 5. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER WHO SEALED THE PLANS TO VERIFY THE APPROVAL OF THE PLANS BY ALL APPLICABLE FEDERAL, STATE, AND LOCAL AGENCIES. 6. THE CONTRACTOR SHALL HAVE AVAILABLE A COPY OF THE LAND USE PERMIT(S), FINAL APPROVED PLANS, ANY APPROVED REVISIONS, AND A COPY OF THE APPROVAL LETTER ON SITE. 7. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC., PRIOR TO CONSTRUCTION. 8. ANY ERRORS, CONFLICTS, OR DISCREPANCIES FOUND ON THE APPROVED PLANS SHALL BE REPORTED TO THE ENGINEER WHO SEALED AND SIGNED THE PLANS. VDOT SHALL BE NOTIFIED FOR RESOLUTION BEFORE PROCEEDING FURTHER WITH THE WORK, IF THE STATE MAINTAINED RIGHT OF WAY IS AFFECTED. 9. DESIGN CHANGES, SPECIFIED MATERIAL CHANGES, AND/OR FIELD CHANGES FROM THE APPROVED PLANS SHALL BE RESUBMITTED TO VDOT FOR REVIEW AND APPROVAL, PRIOR TO PROCEEDING WITH THE WORK. 10. THE DEVELOPER IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS, UTILITIES, AND ANY OTHER INSTALLATIONS ALREADY IN PLACE WHICH OCCUR AS A RESULT OF PROJECT CONSTRUCTION WITHIN OR CONTIGUOUS TO STATE RIGHT OF WAY LIMITS. 11. THE COMMONWEALTH TRANSPORTATION BOARD, MEMBERS OF THE BOARD, THE COMMONWEALTH AND ALL COMMONWEALTH EMPLOYEES, AGENTS, AND OFFICES, SHALL BE ABSOLVED FROM ALL RESPONSIBILITIES, DAMAGES AND LIABILITIES AS A RESULT OF WORK ARISING FROM THE EXERCISE OF THE PRIVILEGES GRANTED BY PLAN AND/OR PERMIT APPROVAL. 12. NO STRUCTURE SHALL BE CONSTRUCTED ON VDOT RIGHTS OF WAY UNLESS SHOWN ON VDOT APPROVED CONSTRUCTION PLANS OR COVERED BY A VDOT LAND USE PERMIT. 13. VDOT SHALL NOT BE RESPONSIBLE FOR THE MAINTENANCE OF ANY STORMWATER MANAGEMENT FACILITY OR OUTFALL STRUCTURE LOCATED OUTSIDE OF STATE MAINTAINED RIGHT OF WAY LIMITS AND SHALL BE ABSOLVED FROM ALL RESPONSIBILITIES, DAMAGES AND LIABILITIES AS A RESULT OF SUCH. 14. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK AND VIRGINIA STORMWATER MANAGEMENT PROGRAM. AN INDIVIDUAL CERTIFIED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, HOLDING A RESPONSIBLE LAND DISTURBER CERTIFICATION, SHALL BE IN CHARGE OF THE LAND DISTURBING ACTIVITY AND ON THE WORK SITE AT ALL TIMES. 15. VDOT SHALL BE CONTACTED TO VERIFY SUBGRADE COMPACTION BY TEST ROLE PRIOR TO THE PLACEMENT OF BASE MATERIAL. WHEN UNSUITABLE MATERIALS FOR SUB -GRADES AND OTHER ROADWAY CONSTRUCTION ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL CONTACT A GEOTECHNICAL ENGINEER AND VDOT. SUCH MATERIALS SHALL BE UNDERCUT AND BACKFILLED AS DIRECTED BY A GEOTECHNICAL ENGINEER, ACCORDING TO VDOT SPECIFICATIONS. 16. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS ACCORDING TO VDOT "ROAD AND BRIDGE SPECIFICATIONS". 17. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE SHALL BE REQUIRED PER VDOT STANDARDS AND SPECIFICATIONS. 18. VDOT SHALL HAVE APPROVED ALL BASE COURSES FOR DEPTH AND TEMPLATE AND PERFORMED THE REQUIRED VISUAL, PROOF ROLL, COMPACTION, AND ANY ADDITIONAL INSPECTIONS AS DETERMINED BY THE VDOT INSPECTOR PRIOR TO PLACEMENT OF ANY SURFACE COURSES. 19. IF THE DEVELOPER CHOOSES TO PROVIDE VDOT WITH DOCUMENTATION BY A LICENSED GEOTECHNICAL ENGINEER, CERTIFYING THAT ALL IN -PLACE PAVEMENTS MEET OR EXCEED THE APPROVED PAVEMENT DESIGN THICKNESS PRIOR TO VDOT ACCEPTANCE FOR MAINTENANCE, THE CERTIFYING DOCUMENTATION SHALL CONFORM TO VDOT SPECIFICATIONS AND THE APPROVED PLANS. 20.INSTALLATIONS OF PIPE CULVERTS AND STORM SEWERS SHALL CONFORM TO VDOT STANDARD PB-1. 21. ALL FIXED OBJECTS SUCH AS UTILITY CABINETS, PEDESTALS, AND STREETLIGHTS SHALL BE LOCATED IN ACCORDANCE WITH CLEAR ZONE REQUIREMENTS, AS NOTED IN THE ROAD DESIGN MANUAL. THERE SHALL NOT BE ANY CABINETS, PEDESTALS, OR FIRE HYDRANTS LOCATED ON THE SHOULDER. 22. FLOWERS, SHRUBS, AND TREES SHALL NOT BE PLACED WITHIN STATE MAINTAINED RIGHT OF WAY LIMITS WITHOUT AN APPROVED SET OF PLANS AND AN APPROVED PLANTING AGREEMENT. NO IRRIGATION (SPRINKLER) SYSTEMS, BRICK COLUMNS, ENDWALLS, AND/OR BRICK MAILBOXES WILL BE CONSTRUCTED OR INSTALLED WITHIN STATE MAINTAINED RIGHT OF WAY LIMITS WITHOUT A PERMIT. ANY OF THE ABOVE ITEMS FOUND IN THE RIGHT OF WAY WITHOUT A PERMIT SHALL BE REMOVED, AND ALL COSTS OF THE REMOVAL SHALL BE BORNE BY THE OWNER AND/OR DEVELOPER. 23.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND AND OVERHEAD UTILITIES, WHETHER OR NOT THEY ARE SHOWN ON THE PLANS, PRIOR TO STARTING WORK. THE CONTRACTOR WILL BE RESPONSIBLE FOR REPAIRS, AT HIS OWN EXPENSE, OF ANY UTILITIES DAMAGED BY HIS CONSTRUCTION METHODS. MISS UTILITY MUST BE CONTACTED AT 811 AT LEAST 72 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING OR PROPOSED RIGHT OF WAY. 24. ALL CONSTRUCTION DEBRIS, MATERIALS, DUMPSTERS, ETC. SHALL BE LOCATED OUTSIDE THE RIGHT OF WAY. 25. AUTHORIZED UNDERGROUND UTILITY INSTALLATIONS SHALL MAINTAIN A MINIMUM OF 36 INCHES OF COVER, INCLUDING UNDER DITCHES. 26. OVERHEAD UTILITY INSTALLATIONS WITHIN LIMITED ACCESS AND NON LIMITED ACCESS RIGHT OF WAY SHALL BE INSTALLED IN ACCORDANCE WITH VDOT LAND USE PERMIT REGULATIONS. 27. SIGHT DISTANCES AT ENTRANCES AND INTERSECTIONS SHALL BE MAINTAINED AT ALL TIMES DURING AND AFTER CONSTRUCTION. ANY OBJECT OR LANDSCAPING THAT OBSTRUCTS DRIVER VIEW SHALL BE RELOCATED AT THE DEVELOPER'S EXPENSE OR THE ENTRANCE MAY BE CLOSED AT VDOT'S DISCRETION. 28. THE PERMITEE IS RESPONSIBLE FOR PURSUING AND OBTAINING ANY AND ALL ENVIRONMENTAL PERMITS INCLUDING BUT NOT LIMITED TO, WETLANDS, WATERS OF THE US, WATER QUALITY, THREATENED AND ENDANGERED SPECIES, HAZARDOUS MATERIALS, AND CULTURAL RESOURCES, REQUIRED TO PURSUE THE PROPOSED ACTIVITY BEFORE ANY CONSTRUCTION IS STARTED WITHIN STATE MAINTAINED RIGHT OF WAY LIMITS. DOCUMENTS RELATED TO THESE ACTIVITIES SHALL BE SUBMITTED WITH THE LAND USE PERMIT APPLICATION. 29, VDOT AND COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY FOR ACCEPTANCE FOR VDOT MAINTENANCE OR COMMERCIAL ENTRANCE TO A STATE MAINTAINED ROAD. MAINTENANCE OF TRAFFIC NARRATIVE: THE MAINTENANCE OF TRAFFIC IS OF CRITICAL CONCERN IN ALL ROADWAY IMPROVEMENT PROJECTS. IT IS IMPERATIVE THAT AN ESTABLISHED TRAFFIC CONTROL PLAN REMAIN IN PLACE FOR THE DURATION OF THE PROJECT. THIS PROJECT IS IDENTIFIED AS A MODIFIED VERSION OF "STATIONARY OPERATION ON SHOULDER", FIGURE TTC-4.0. THIS PROJECT PROPOSES TO ADD A COMMERCIAL ENTRANCE AT THE BEGINNING OF THE EXISTING RIGHT TURN TAPER LANE FOR SOUTHBOUND TRAFFIC ON HYDRAULIC ROAD (SR 743); APPROXIMATELY 233 FEET FROM THE INTERSECTION WITH GEORGETOWN ROAD (SR 656). ADDITIONALLY, THE EXISTING RIGHT TURN TAPER LANE WILL BE EXTENDED 80 FEET TO THE NORTH ON HYDRAULIC ROAD. THE WORK ZONE SHALL BE 145 FEET STARTING AT THE BEGINNING OF THE PROPOSED RIGHT TURN TAPER LANE EXTENSION. THE WORK ZONE HOURS SHALL BE FROM 8pm 6am THE FOLLOWING MORNING. THE CONTRACTOR WILL MAKE ARRANGEMENTS TO STORE EQUIPMENT AND MATERIALS. RESIDENTS AND BUSINESS COMMUTERS WILL BE THE MAJOR TYPE OF TRAVELERS DURING THE DURATION OF THIS PROJECT. THE PROPOSED IMPROVEMENTS SHALL ALLOW CLEAR ACCESS BEYOND THE WORK ZONE TO ALLOW VEHICLES TO CONTINUE TO USE THE RIGHT TURN LANE ONTO GEORGETOWN ROAD. CONTRACTOR TO FOLLOW THE 2011 VIRGINIA WORK AREA PROTECTION MANUAL, REVISION 1, OR THE LATEST EDITION. NOTE CONTRACTOR TO USE THE SAME PRINCIPAL FOR SETTING UP THE WORK ZONE AS DEPICTED IN FIGURE TTC-16,2. THE EXISTING RIGHT -TURN TAPER WILL BE CLOSED AND CHANNELIZING DEVICES WILL BE USED ON THE SOUTH SIDE OF THE LANE CLOSURE TO ALLOW VEHICLES TO USE THE RIGHT TURN LANE BEYOND THE WORK ZONE, CONTRACTOR'S RECORD DRAWING REQUIREMENTS CONTRACTOR SHALL KEEP ACCURATE RECORDS OF ANY CHANGES SUBSTITUTIONS, ALTERATIONS, VARIATIONS OR UNUSUAL CONDITIONS ENCOUNTERED OR IMPLEMENTED WHILE ENGAGED ON THIS PROJECT. THESE RECORDS SHALL BE IN THE FORM OF 'REDLINES". 'REDLINES" SHALL REFER TO THE CONTRACTOR'S HAND ANNOTATIONS USING RED COLORED PEN/PENCIL TO DEPICT ACTUAL CHANGE, SUBSTITUTION, OR CONDITION. PRIOR TO CONTRACTOR REQUESTING PARTIAL OR FULL PAYMENT, CONTRACTOR SHALL PROVIDE THE OWNER WITH AN UP-TO-DATE CONTRACTOR'S RECORD DRAWING. SPECIFICALLY, THIS SET OF PLANS, ISSUED TO THE CONTRACTOR AS FINAL CONSTRUCTION DRAWINGS, SHALL BEAR THE 'REDLINE" MARKINGS LISTED BELOW AS WELL AS THE CONTRACTOR (AGENT OR SUPERINTENDENT) SIGNATURE AND CERTIFICATION BELOW: 1. REDLINES SHOULD ALWAYS BE ACCURATE NEAT, LEGIBLE, DATED AND REASONABLY SCALED. 2. ADD LARGE RED LETTERS TO TITLE SHEET WITH 'CONTRACTOR'S RECORD DRAWING' INCLUDING CONTRACTOR'S NAME, DATE, AND OTHER RELEVANT INFORMATION 3. CONTRACTOR'S REPRESENTATIVE OR SUPERINTENDENT SHALL INITIAL EACH SHEET. IF A SHEET HAS NOT BEEN CHANGED AT ALL OR NO MARK HAS BEEN ADDED, LABEL THE SHEET ONLY 'NO CHANGES' 4. IF A SHEET HAS BEEN CHANGED OR MODIFICATIONS HAVE BEEN ADDED, LABEL IT 'REVISED' 5. USE WRITTEN EXPLANATION TO DESCRIBE CHANGES. REFER TO SPECIFIC ACTIONS INSTEAD OF REFERENCING CHANGE ORDER NUMBERS OR RELATED DOCUMENTS 6. USE CLEAR LETTERING 7. NEVER REMOVE OLD VALUES OR DETAILS, JUST REDLINE OR W' THROUGH THEM. IF THERE IS NO ROOM FOR THE NEW VALUE, YOU CAN GO TO THE SIDE AND REDLINE THE REPLACEMENT VALUE. 8. PROVIDE THE REDLINE DETAILS OF CHANGES OR ADDITIONAL INFORMATION, INCLUDING BUT NOT LIMITED TO FABRICATION, ERECTION, INSTALLATION, LOCATION, SIZING, MATERIAL, DIMENSION, ADDITIONS, RELOCATIONS, SUBSTITUTIONS, ETC 9. BE SPECIFIC WHEN MAKING NOTES TO UNDERGROUND UTILITIES, SHOWING EXACT LOCATION, DEPTH, AND MATERIAL USED (EXAMPLE: SEWER LATERALS) 10. PROVIDE ALL NECESSARY INFORMATION OF CONTRACTOR'S DESIGNED SYSTEMS OR SUBSTITUTIONS 11. CROSS OUT ANY PLAN REFERENCE TO "APPROVED EQUAL" AND REPLACE WITH ANY SPECIFIC INFORMATION OF VARIANCE USED DURING THE CONSTRUCTION PROCESS 12. ANY CHANGES IN INVERT ELEVATIONS, GRADE MODIFICATIONS, SLOPES, AND RELATED INFORMATION ON PIPING UTILITIES, EARTHWORK, ETC. SHALL BE REDLINED. 13. RECORD ALL UNEXPECTED OBSTRUCTIONS, COMPLICATING FACTORS, UNSUITABLE CONDITIONS FOUND IN THE PROJECT AREA INCLUDING ROCK, UNUSUAL TOPSOIL CONDITIONS, BURIED DEBRIS, ETC. 14. ATTACH OR INCLUDE ANY SHOW DRAWINGS OR SUPPLEMENTAL INFORMATION TO THE CONTRACTOR'S RECORD DRAWING 15. CHANGES MADE AS A RESULT OF ANY REGULATORY OR OWNER INSPECTION PROCESS CERTIFICATION STATEMENT: THIS HAND -MARKED SET OF DRAWINGS HAS BEEN 'REDLINED" TO PROVIDE ACCURATE DETAILED RECORD OF ANY SUBSTANTIVE CHANGES TO THE APPROVED DESIGN DRAWINGS. ANY ITEM NOT "REDLINED" ON THIS PLAN SET OR SUBSEQUENT PAGES SHOULD BE CONSIDERED TO BE "CONSTRUCTED IN ACCORDANCE WITH THE DESIGN AS SHOWN". NAME, TITLE FOR: DATE (CONTRACTOR) Page 6H-40 September 2019 Typical Traffic Control Outside Lane Closure Operation on a Four -Lane Roadway (Figure TTC-16.2) NOTES Standard: 1. On divided highways having a median wider than 8% right and left sign assemblies shall be required. Guidance: 2. Sign spacing should be 130W-1500'for Limited Access highways. For all other roadways, the sign spacing should be 500'-800' where the posted speed limit is greater than 45 rnph, and 35W-500' where the pasted speed limit is 45 mph or less. 3. ffhen closing a lane, a PCMS should be used in advance of thefirst warning sign if all of the left side signs cannot he installed.= 4. Care should he exercised when establishing the limits of the work zone to insure maximum possible sight distance in advance of'the transition, haled on the posted speed limit and at least equal to or greater than the values in Table 61-1--3. For Limited Access highwgvs a minimum of 1000' is desired. 5. All vehicles. equipment, workers, and their activities should be restricted to one side of the pavement. Standard: 6. Taper length (L) and channelizing device spacing shall be at the following: 7. Channelizing device spacing shall he at the following: 8. An arrow board shall be used when a lane is closed. When more than one lane is closed, a separate arrow board shall be used for each closed lane (see Figure TTC-18). 9. The buffer space length shall be shown in Table 6H-3 on Page 6H-5 for the posted speed limit. 10. A shadow vehicle with either a Type B or C arrow board operating in the caution mode, or at least one high intensity amber rotating, flashing, orI oscillating light shall be parked 80'-120' in advance of the first work crew. When the posted speed limit is 45 mph or greater, a truck - mounted attenuator shall be used. If. Vehicle hazard warning signals shall not be used instead of the vehicle's high -intensity amber rotating, flashing, or' oscillating lights but can be used to supplement the amber rotating, flashing, or' oscillating lights. 12. When a side road intersects the highway within the TTC zone, additional TTC devices shall be placed as needed. O tion•- 13. PTRS and their su000rtine signs niav be used. see Sections 6F.99 and 6G.25. Lone -term transverse rumble strips may be used in long-term situations. see Section 6F99 and TTC'-20.' 14- The supplemental PTRS may be eliminated.' l: Revision 1-4/1/2015 2: Revision 2-9/1/2019 Tape Length L Speed Limit (Mph) Lane Width Feet Remarks Speed Limit (mph) Lane Width Feet Remarks 9 10 11 72 9 10 11 12 25 95 105 115 125 L=S=vV/so 50 450 500 550 600 L=SW 30 135 150 165 180 L=S'UVl60 55 495 550 605 660 L= SW 35 185 205 225 245 L=SzUV/60 60 540 600 660 720 L=SW 40 240 270 295 320 L=5 J60 65 585 650 715 780 L=SW 45 405 450 495 540 L=SW 70 630 700 770 840 L=SW Limited Access highways shall use a 1000' mer in taper regardless of the posted speed. Shiftin Tapers see Table 6H-2: Shoulder Taper ='/, L Minimum Channelizin Device Spacing Location Spacing Speed Limit _[mph) 0 .15 36 + Location Spacing Speed Limit (mph) Location Spacing Speed Limit (mph) 0 -35 36 + 0 �95 38 + Transition 20' 40' Travelwa 40' 80' •Construction Access g0' 120' 'Construction access spacing may be increased to this distance, but shall not exceed one access per'/. mile. September 2019 Page 6I1.41 Outside Lane Closure Operation on a Foui-Lane Roadway (Figure TTC-16.2) SHADOW VEHICLE REQUIRED (TMA REQUIREMENT SEE NOTE 10) SUPPLEMENTAL PTRS OPTIONAL SEE NOTE 14 SEI NOTE SEE NOTE 2 EI SEE _ NOTE R4-V7LM SEE NOTE 2 Rli LANE - CLOSED - N SEE _ NOTE 2 RIaItF STRIPS " W20-V28L y SEE _ REQUIREDINOTE TE 2 WITH PTRS EE _ 2 '-: Re,i+inn 2-0 1;2014 i eRD ROAD NORK PTRS SPACING (CENTER TO CENTER) POSTED/STATUTORY SPEED LIMIT S40 MPH 10 FEET 41 - 55 MPH 15 FEET > 55 MPH 20 FEET ILLUMINATED FLASHING (AMBER CAUTION MODE TYPE B OR C ILLUMINATED FLNSF!I'Mile allin �i- ARROW BOARD TYPE C � SEE NOTES 4 8 8 � I � W4-2R LANE ENDS WJ-2L MERGE LEE, RIGHT V'J9-3R LANE CLOSED AHEAD ke&it PTRS OPTIONAL SEE NOTE 13 is W20-V28R REQUIRED WITH PTRS RuanE wzavzs i- leaves REQUIRED AxI:Ao WITH PTRS 1 � ROAD �- WORK W20-1 AHEAD PCMS -SEE NOTE 3-� U o m w 5 ^ ro 0 O Z ZoN O � :::Ir IJ > 0 H Ol gQui U Q T `V OU ¢� m aZ =w ptn wo � W OQ �a 0 JZ ZU W > o CO o w C7 ¢Z � � Oi N V ¢a In � M � w Q z > O Um J a J O o_�w � o0 wQ m¢ rn U z 0 a N O� z z 00 z z 0 0 U u w � v 0 0 Z � N o�D Jiv�'�o U_ J Q Q � � z U J � Ir W a Q- ¢ WzO �< O m z � > (.C)a C) O r-) Z LL w � a E- Ir U O DATE: 10-25-2019 SCALE: NA JOB: 19.0125 SDP-2019-00062 SHEET: 9 OF 13 PLANTING REQUIREMENTS STREET TREE REQUIREMENTS 1 LARGE TREE PER 40' STREET FRONTAGE (ENTRANCE CORRIDOR -HYDRAULIC) 248.5 LF OF FRONTAGE TREES REQUIRED = (248.5/40)= 6.2 TREES REQUIRED TREES PROVIDED = 6 1 MEDIUM TREE PER 40' STREET FRONTAGE (GEORGETOWN) 79.6 LF OF FRONTAGE TREES REQUIRED = (76.6/40)= 2 TREES REQUIRED TREES PROVIDED = 2 TREE CANOPY CALCULATIONS TOTAL SITE AREA = 1.05 AC (45,747 SF) PRESERVATION AREA = 0.27 AC (11,648 SF) NET SITE AREA = 0.78 AC (34,099 SF) 10% TREE CANOPY REQUIRED = 3,410 SF TREE CANOPY PROVIDED = 7,979 SF (23.4%) LANDSCAPED PARKING AREA REQUIRED 5%/1 TREE PER 10 PARKING SPACES AREA REQUIRED = 13,304 SF PARKING AREA * 5% = 665.2 SF AREA PROVIDED = 1,164 SF (8.7%) TREES REQUIRED = 35 SURFACE PARKING SPACES / 10= 3.5 TREES TREES PROVIDED = 4 TREES (2-KP, 1-LN AND 1-AB) CONSERVATION AREA PLANTINGS 2:1 REPLANTING RATIO FOR EVERY TREE OVER 12" DBH TREES REQUIRES = 3 TREES REMOVED * 2 = 6 TREES TREES PROVIDED = 6 TREES PLANT SCHEDULE 444hh-F -Uz€ PIUT€-&-DETAILb NOTES & MINIMUM STANDARDS 1. TREES SHOWN HEREON WERE SELECTED FROM ALBEMARLE COUNTY'S RECOMMENDED PLANT LIST. SUBSTITUTIONS MUST BE APPROVED BY THE ALBEMARLE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT AND THE LANDSCAPE ARCHITECT. 2. IF A SUBSTITUTION BECOMES NECESSARY, FEMALE GINGKO BILOBA WILL NOT BE USED. 3. PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. 4. TREES SHALL BE 2.5" MINIMUM CALIPER MEASURED 6" ABOVE GROUND LEVEL WHEN PLANTED. 5. TIMING OF INSTALLATION: ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT, OR PHASE THEREOF. 6. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATION OF THE AMERICAN ASSOCIATION OF NURSERYMEN. PLANTING SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS OR THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 7. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. PRIOR TO COMMENCING ANY WORK, CONTACT "MISS UTILITY" AT 1-800-552-7001. 8. ALL PLANT MATERIAL TO BE GUARANTEED DURING INSTALLATION AND UNTIL FINAL PROJECT ACCEPTANCE. ANY PLANT MATERIAL WHICH DIES, IS DAMAGED OR DISEASED, OR IS UNHEALTHY AND IN UNSIGHTLY CONDITION, OR OTHER CAUSES DUE TO CONTRACTOR'S NEGLIGENCE SHALL BE REPLACED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. 9. MAINTAINING AND REPLACING STREET TREES: ALL STREET TREES SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE OWNER AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED PLAN. 10. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT MATURE HEIGHT. THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. KEY QNTY. BOTANICAL NAME COMMON NAME SIZE NOTE 10-YEAR TREE COVERAGE AREA (SF) TOTAL (SF) Canopy Tree AB 5 Acer rubrum "Brandywine" BRANDYWINE RED MAPLE 3.5" Cal B&B 452 2260 KP 2 Koelreuteria paniculata GOLDENRAIN TREE 2.5" Cal. B&B 380 760 LS 1 Liquidambarstyraciflua SWEETGUM 2.5" Cal. B&B 288 288 LT 1 Lirodendrontulipifera TULIP POPLAR 2.5" Cal. B&B 430 430 QC 4 Quercus coccinea SCARLET OAK 2.5" Cal. B&B 419 1676 Understory Tree SIB 5 jAmelanchierx grandiflora "Autumn Brilliance" AUTUMN BRILLIANCE SERVICEBERRY 6-T Ht. B&B 130 650 CC 2 Icercis canadensis "Forest Pansy" FOREST PANSY REDBUD 6-7' Ht. B&B 124 248 UN 2 Lagerstroemia x'Natchez' NATCHEZ CREPE MYRTLE 7-8' Ht. B&B 88 176 Evergreen Tree IC 1 6 illex x'Conty' LIBERTY HOLLY 34 Ht. B&B 10 60 I 9 1 Ilex x "Conot" PATRIOT RED HOLLY 7-8' Ht. B&B 44 396 TO 11 IThuja occidentalis "Emerald Green" EMERALD GREEN ARBORVITA 3-4' Ht. B&B 8 88 Shrub AG 18 lAbelia x grandiflora'Little Richard' LITTLE RICHARD ABELIA 24" Ht. Cont. BG 24 Buxusx "Glencoe" CHICAGOLANDGREEN BOXWOOD 24" Ht. Cont. HQ 14 Hydrangea quercifolia "Ruby Slippers" RUBY SLIPPERS OAKLEAF HYDRANGEA 24" Ht. Cont. 1C 14 Juniperus chinensis "Nick's Compact" NICK'S COMPACT JUNIPER 24" Ht. Cont. VD 13 Viburnum dentatum "Christom" BLUE MUFFIN ARROWWOOD VIBURNUM 24" Ht. Cont. 31 403 VP 17 Viburnum x pragense PRAUGUE VIBURNUM 4-5'Ht. B&B 32 544 Grasses SS 1 129 Schizachyrium scoparium 'Carousel' ICAROUSEL LITTLE BLUESTEM 1Gal. 24"O.C. TOTAL 7,979 County of Albemarle Conservation Plan Checklist -To be placed on Landscape Plans (Handbook, pp M-284-111-297 for complete specifications) I. The following items shall be shown on the plan: ❑ Tree to be saved; ❑ Limits of clearing (outside dripline of trees to be saved); ❑ Location and type of protective fencing; ❑ Grade changes requiring tree wells or walls; ❑ Proposed trenching ortunnelbrg beyond the limits of clearing. L Markings: ❑ All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ❑ No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: ❑ Tree preservation and protection measures shall be reviewed with the contractor on she. 4. Eauipment Operation and Sterage: ❑ Heavy equipment, vehicular traffic and storage of construction materials Including soil shall not be permitted within the driplines of trees to be saved. 3. Soil Erosion and Stormwater Detention Devices: ❑ Such devices shall not adversely affect trees to be saved 4. ❑ Fires arenot permitted within 100 feel of the dripline of trees to be saved. 7. Toxic Materials: ❑ Toxic materials sball not be scored within 100 feet ofthe dripline of trees to be saved. & Protective Fencing: ❑ Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ❑ Fencing shall be in place and shall be inspected and approved by a County Inspector prior In grading or construction. 9. True Wells: ❑ When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: ❑ When the ground level must be lowered within the dripline a nee to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trembles and Turmetina: ❑ When trenching is required within the limits of clearing, it shall be done as faraway from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder mots. 12. Cleanup: ❑ Protective fencing shall be the last items removed timing the final cleanup. 13. Damaged Trees: ❑ Damaged trees shall be heated immediately bypruning, fertilization or othermethods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. (, // 5/1/06 Page 1 oft SHREI MULCH VP TREES TO BE REMOVED: TREES 12" OR GREATER TO BE REMOVED IN CONSERVATION EASEMENT ARE: 1. 18" POPLAR 2. 20" POPLAR 3. 18" OAK DECIDUOUS TREE PLANTING DETAIL TMP 60E-1 DYNAMIC INVESTM CAPITAL ENTERPRI ZONED: C-1 USE: OFFICE BUILD Uj 0 W �- Q to LU 7 W � VJV'•: r w� t/1 U of m. ". I I I I q I I KP KP 1 1 1 - ---- it-FH -� W II I QC I�. I j 2 1 1, 11 I 1 / I _ I Lr �'(r•i 1 I I 24"PirdE � I I ��-•• I I t 1 i 11 I I v t� I 1 tn"nnn ( � I I i 1 4� 24"PI 10 P II I GALVANIZED - GUY WIRE/ j / 2"X2" HARDWOOD STAKES I 1 20` NEW 20' ACSA EASEMENT I Eli 1 1 1 � 1 • 1 _1 a 17 1 it 11 11 BG I ; 1 1 C 1 LS I i NE _ 1 - --I- PRE nvnrli:N -;____ OP I AREA ! I I QC I ` 2 RY I I I I � I � 1 I I ! I I 1 I \ I LT I I �.4, � I I I I I I \ Z \Ta I TMP 60-76B MICHAEL & MELINDA SPRINKEL ZONED: RA USE: RESIDENTIAL TO Li IC 6 e \ T � QIZ`ry4 \ I9 4'4, . VD 7 7D Film. n 14 AB 1 IP 3 LEGEND: GIS CRITICAL SLOPES >25% PRESERVATION AREA CONSERVATION AREA LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN AREA BETWEEN 2 AND 7 FEET ABOVE THE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS j NEW 20' RWSA EASEMENT / / OP SS 0�1 HQj IP L 3 6 LN AB 1 \ \` / v 1 "/ , � PROP. 1.5" DOMESTIC j CONNECTION WITH /P/V / 1.5" METER & BOX X U g w F- F- rn o U rn O Z z�N 0� JJ> o Qrn J O r �l �l r J = OU ¢L m 1LZ =W 0 ¢O� W Wo Oa �a ° JZ ac=i ZO � FD¢_ > o W o WZ W t/] Cn LL Oj N rn d N N W WCO a Z J > O Lu a Un Fn J _ CO <n O W Od OU w/ W O W �Q rn U z 0 a z N Z o� w 00 U U U U w CD C3 in v ono 0 0 Ci Ci ti ,i f vr��2U 7Jiggart0o0 D ���'�\y0 J a Q g }� Z IIM z Q Q Q Lu j J 0= W a cn W= Q E--` z �zLL< O �p w � Q QO Q LL f-1. ZLJ a 1' ILL Q V 0 Ir U CO CO (O V DATE: 10-25-2019 SCALE: 1 ":20' JOB: 19.0125 SDP-2019-00062 10 SHEET: OF 13 Front of Building Georgetown Hydraulics LEED 15' offste property lint calculations Property Line Luminaire Locations No. Label mmmm MH Tilt ©mmm ©0 Wi =M ��M m©mm ©© „ , „ ©© Wo =© 1 1 wno H BLACK HSS LED 1 VSS-1-T4-48L- 9518 1 1 156 100% 1-40K-HSS.IES V Mao: ,611Na5 uninaire with T4 LED 1 VSS-S-T4-32L- 8140 1 1 71 100% 7-40K.IES Mv. Said^ LED 1 HH6-LED-900L- 937 1 1 11.9 101 % MD-40K-a- WH_IESNA2002 JES ! w.: Wixa BXRA-30E1200-B 1 DS-WS05-F30A- 1457 1 1 24.3 100% -WT .IES . B Avg Avg/Min + 0.7 fc 7.1 fc 0.0 fc N/A N/A 2.1 fc 8.6 fc 0.0 fc N/A N/A + 0.0 fc 0.0 fc 0.0 fc N/A N/A Q 0.0 fc 1 0.1 fc 1 0.0 fc N/A N/A NOTE: , EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. TUBE ARCHITECTURAL DS-WS05 WAC LIGHTING LED Wall Mounts Responsible Lighting' -i 4/a 23A RKtureType: I G 1 [DT CataiogNomber DS-WS05-F-30A-BZ Project: Location: PRODUC3 DEXNIPTION SPEOFKATIONS The Wen energy eficlent 11D technology In an appealing ryllnddcal profile Ines UAIve.1 vdtage I M-277VAC. SN60Hz dekversaaentandwall ahllghtIng. CaneslnvarloushgMdoubolbn Dimmn,: Ekclronkbwvdtage(ELV1:1W95-5961120V adyl a ndbeamangleoptrona. 0.10V WO%•tM lt2airn) FEATURES Ught5ource: High outWl 35tep Mac Adam Elapse COB . HlgM1 perfnrmana exMi9rrstttl LEDwali mountligM1t 0.mdlif of60,000 hoursalLM • PWwrecanlnsmgupHded malterkghtdisMb wn Finish:FJecvoscallWypowtler coaled. whMz block hmr¢e artl graphite Solid Auminumco oo.uson Standards: IP65rated M&c1Tlwellocadantsted 5 warwemnty Energy Star' 30 rated (bbeled wdh •I Operating Tamp: lW to MY (-25"C to 50•a ORDMINGNUMBER Dwmeter Wan Beam ColorTemp CRI Lumen CB[P E0lcacy Ught Draribu0un Hnhh BOam r ee WWI 9225 1706" 90 1680 8526 62 5 27S 1700K 85 18W 9I51 62 Sna83h1 'a. 9305 3000K 90 I2W W39 63 up of 305 JOOOK 51995 10126 74 down 355 3500K as 210 III IB at as 4000K 85 2260 11491 86 9275 2(K13( W I7M SSI3 WN 64 N 27S d.85 1855 S918 69 J'1 Straight 2F 9305 3000K W 1750 5582 65 ups 305 3&VK 85 2955 am 26 dawn 355 350K 85 22SS 7190 84 as 4l K 85 23M 2426 86 9275 27WK W 1225 420 64 F 27S 27" 85 1850 4557 69 \ BB Blom SOalghl NOS 3VWK W 1245 43W 65 JII w Who DS-WSOS 5' 1JW upm 33 305 3060K 85 2WS 5043 26 a Brtmn - doum 35S 35WK 8S 2245 5332 83 Cat GmPI"re as 400K 85 2320 VIC 86 A 922i815 2001t W 162 O F 222Wuf 85 la's 22 Away WA as CA ;OINK W IBM NIA 68 Fmm 90A• 3006K 85 2155 eo 'h'.0 3SA• 35WW 8S 23M BB 90A• 40001f 85 24K 91 932B 22WK W 1915 62 O F 2700 2200K 85 1950 68 me MH 938 31p01: W IBM 6B N/A WA [M1Bg30B• 35WK 85 2a35B• 35WK 85 23M3M BB DS-WSOS- Example DSW ses+930A-W T Wargghting.cem Headguarun,ulartem Dlahibudon Center Central DkVibution Center Wertem D'atribulien Cener Phone(8W)526.25" 4a Hansa, Park Drive 1600 Dinobodon Cl 1150Arahlbald Avenue F.. (800)526.2S8S Port Wa5Nngloo, NY 11 OSO ❑tlna 50ngs, GA 30122 OrA.rlo, CA 91760 WMLightin9rarOms lheaghlto mod33y the desgno3aurPmducD at Ony dme Oapart06thecomparry}cormnuous lmpravemmtlam9mm. APRMi9 0.0 0.0 0.0 0.0 0.0 i 0.0 0.0 I I + I II 0.0 + � I 0.0 0:P + i 0.0 0.0 1 + 0.0 0.0 + A 0.0 0.0 + + 1 1.� OSSMH 0.0 /x POLE TO BE MOUNTED BY CONCRETE FOOTING ON OPPOSITE SIDE OF THE RETAINING WALL 0.0 I 0.0 0.0 0.0 0.( 0. 0.0 + 0.0 0.0 + 0.0 + 0.0 TMP 60-76B MICHAEL & MELINDA SPRINKEL ZONED: RA USE: RESIDENTIAL I I 1 I I ----, v _---' 1 A` I I I L- I 1 1 F I 1 1 I I I 1 1 I 1 L_, • 1 I 1 1 I I I I I 1 I 1 11 11 'till 111'J I I I TMP 60E- 1 I DYNAMIC INVESTMENT I I CAPITAL ENTERPRISES I 1 ZONED: C-1 U: USE: OFFICE BUILDING U. °.° 1 I 0.0 + � 0.0 1 0.0 0.0 + -0.0 + + IL 1 I + 01 0.1 0.1 0.1 _ ",: OIO I I 0.1 + I xi 13 QK5, 0*6 .5 01 I I .0 �' Cy 1 1x1 lx2 ,I .1 1 Ox6 / �.2 I 0 ( I 1 0 3x 0*8 1 2)K3 2)KO 1x5 O. y 3x7 -�9 �K9 1 3 V 1 +0 0j 4x6 5. 4 .7 *6 , 3x7 3 Ox9 I 1 N D015' I 1 1 1 1 1 0.3 5.7 5.2 4.6 3.0 5 1�1 �0 "- p ¢ 1 x x x x 1 1 ,_ 1 +00 I h 1 6.1* 4.Ox 1.8x 1.1)K x0 1 `• 0.1 2x9'i „ !1 1 I 1 A015' G,D12 I; x 7, 5.4x 3.5x 1.7* 0.6x 1.1x j �. x C30120.0 1 +0.0 4,� 4.5 *8 1.5 0. 11 \ x0.1; .A i 2.0 2.8 2.4 q x 0.8 11 x17 e \1 x x E011' �j A. .0 I 0.4x 08 1.3 2.0 1.4 x � )K * , TMP 60E-3=- 0.1 12 2. 1''` 1.05 ACRES' o.o x 8x 1.6x x 11 G 1, 0.0�ILJ0 �1 p 2.O x x 4 1 4 0.0 A. LIGHT CANOPY 0.9x 4.6x 2.8x 0. x 00 1 -i 4 0.1 Q POLE �� A01511� 1 � 0 0.8x 8 5 5.)K 1x0 ) \\ •f:11 0.4� a.7x 4 2.* 1.24 x x 2.i 0 1p h : fil1 1.10.0 RaFil 0.2, g 1.3 0; •:11------ � I : Q (�o X0.0 o.1.9 j / E011' 0 x0.1 1 A015� x x qv / 4 7 4 4 5.3 1.3 r r / x x 0.2 0. _ 1 •4 //7�9 5.9 3.9 �0 x ;K j x x x !' :::: 0.0 0.0 O 0 0 } 00# :•♦♦-STOPI_IGH POLE_ _ a�0 2. / / / \ *7 1 0 E011y .2 x0A 1 8 3.2 2.6 1.5 ���7 x 0. ' x x x a :h•. r + 0.( ' .3 1.8 G012 x2.2 0.6 x 8 0.4 0.1/ G012 1.0 Q x x \ / x > oP x_ � 0.1x 0. 0;* x 3.15.1 0.9 . 2.1 0.0 0.0 0.0 + .0 / P \ 0.0 + +A 0.0 0.0 / / 20 40 1 1 1 1 I I 1 1 1 I m U g m W U - ° O cr) Z z 0� ��> o0 Q� Ld �9 OU a� m `] 48 a Z = W 0 (A w O D W v¢ ° JZ_ vU Z �_ O > x N W( a Z rn 0 > N aW N N N W Q Z > O J d Cl) Oa0W _ 00 U¢ rn= M O z 0 d y N zw O� z z 00 �r z z > > 0 0 L Q o N C� 0 0 z •--I N ��!v��o�D Jirt���n�� J D Q CO5 Z 0 E- LU Q U4 > Q < W a_ w Q z �z�2i m a /�� LL O IL HN LL Q Q O E- w X z LL o I ~ O a rO V DATE: 10-25-2019 SCALE: 1 1 ":20' JOB: 1 19.0125 SDP-2019-00062 SHEET: 1 OF 13 TYPE A VSS-1 SITE LIGHTING FORM AND FUNCTION • Sleek, low profile lousing • Engineered for optimum thermal management • Low depreciation rate • Optical system designed for. - Parking Lots - Commercial Applications ->-w.�6r•+'_''---• CONSTRUCTION • Die Formed heavy duty Aluminum • Corrosion resistant extemal hardware • One-piece silicone gasket ensures IP-65 seal for electronics compartment • Two-piece silicone Micro Optic system ensures IP-67 level seal around each PCB FINISH • 3.5 mils electrostatic powder coat, • NLS' standard high -quality finishes prevent corrosion LISTINGS protects against extreme environmental conditions ,Certified to UL 1598 CSAC22.2No.250.0 WARRANTY. . DesignLights ConsDrtiuma(DLC) Five-year limited warranty for drivers and LEDs. . DensignLights Consortium Premium' (DLCP) . IP65/ IP67 Rated SC UL us vLn 1� 1 %r v tfsTeg r��T LED WATTAGE CHART nomllBsxnps - - 00VM Mmpa - - - 7011 O ps 71w 1". 13Bw low mill 106. Ise. 205w Project Name GEORGETOWN HYDRAULIC Type A VSS-1 T4 48L 1 40K UNV DP6 BRZ HSS Value Se -!es Type 32(32L) 700 - 30JUK di-/77 Direct Pole BTonze Bd90 "e; 11>8) Square1 (ys) 48(4111.) (7) : (3011) (UNV) &noP� (BRZ) Marne Glade Fnish(MGF) CVSWT) 6 64 0. ( ) 1050 4000K 6" (DP6) 340-480 sus, P,,,I cur (in) White Nema 7 PT Receptarte(PET) Type 3 (1) (40K) (111" D90. T90 T120. rm (Wwr) PhotaccH 1 trill 10 DP70) Silver vnmrsalVnougel 2 5000K "F¢. aPx'AYrvzsP tnkr Pvl Meprv• (SVA) Phwocelt•Here,tade(POR) •s«, we. win• iw w.. cmngwuw. Type 4 (amMotion Sensor (Ms) QI) Knuckle Mount (KW �8LK) F.W III w m For S +Below ("P-/) Trunion Mount( TM) For9'ro20'(FaP•20) Grap[hit, Type : Wall Mount(WIrQ Fa 21to 40(FSP40) (OPHi •Nerran5rvraw4,tlF5P21rmmr..... n, (j6) nncludea 6"Bolt On Arm Grey dM 6xWa Tenors Ann [TA) (CRY) Owok Mount Bmcket(OMB) Noma 3 Qwck,,eunt Bracket (RGATB) •30'Na,ow : C(Cal -III IetnalhNmowan Motion SBM)(IMMSI ten,al Beam (CS) Rotate antic Rignl RlOR) (N3) Rotate Optic Left (ROL) Round Pole A laplor 3'4' Pole (RPM) Round Pole Adaptor 5'-5' Pole.(RPA5) Hest ,Side Ir AO -a IA43o 111­ Na-RMM3 MIup.h HS Auiomolw¢ House old¢ Shtelo (M3&) House Acrylic Opp. (AO) TYPE D VSS-1 7ORANDNCTION SITE LIGHTING file housingr optimum thermal management • Low depreciation rate • Optical system designed for. - Parking Lots - Commercial Applications ' CONSTRUCTION • Die Formed heavy duty Aluminum • Corrosion resistant external hardware • One-piece silicone gasket ensures IP-65 seal for electronics compartment • Two-piece silicone Micro Optic system ensures IP-67 level seal around each PCB FINISH 3.5 mils electrostatic powder coat. • NLS' standard high -quality finishes prevent corrosion LISTINGS protects against extreme environmental conditions • Certified to UL 1598 WARRANTY • CSA C22.2 NO 250A . DesignLights Consorliuma(DLC) Five-year limited warranty for drivers and LEDs.• pesignLights Consortium Premiums (DLCP) • IP65/IP67 Rated �4s SCIlSTEO us � � ®� LED WATTAGE CHART Me �Wmpo lateen NMnps - - ngmllBwnps 71. lcaw 1Mw tM0 106w 'S6w x5>, Project Name GEORGETOWN HYDRAULIC lype D VSS-1 T4 32L 7 40K UNV DP6 BRZ HSS .. - (3]L) (100K �(T2) 120-P. -Iretit Pole Bronze aid SwkeS(U) -'(48L) (7) (30K) (UNV) 'uh, man (BRZ) Marne Glace Fnlsh(MOF) (Vss-1) 54 (64L) 1050 : AOOOK 340-4tl0 6' (DINS) White Surge PtolKw, (ION) Nema 7 P n Receplar:le (PET) (1) (4dQ (MO 0G0 Ton T12000 ( � phot..11(Pp) fT3) 10 (pP10) Silver 'IANWr3Nwaruge 120277 50001( (am ra. kovMFNa net mow Arwxivarar• (BgR) •swwnwm m.an cw,rywrlu.a Phwocelt,Rweptacle(PCRj type 4 Motion Sensw (INS) Q4) Knuckle Mount (KW (6aLR) FGo.111 with kl„ue.. ce„=,,, inry w.r..., Far B' ♦ Below ("P-6) Trunion Mount (TIN) Grage�_e Forg'to20'"P-") Types Wall Mount (OPN) FW214V&(FW-") •AN11enaNH4I Wf5 11 weireewalro RBI •MchMea 6"Soli On Arm Grey M! B40aa Tennis Arm (TA) (ORq Buick Mount Branket(QMB) Name 3 Retroto Quick Mount Bracket (BOMB) •30'Naww : Custom :Int< l MRmwaw Molitor Semn:i(Hil Beam Its) paste Optic Right ptos) (N3) Rnlate 9pGp Left (ROL) - Ror" Pole Adapiw r�4' Prix (APA4) Rwend Pohl Adaptor W B' Poo (RPA5) Hodse Side SNNds aM8) •Maoongi HosewideiWAM3a•oAS) Aulomotiw shlmd (MS) icG ,c. ACryIIC Qgl,G9 tABj OPTICAL CONFIGURATIONS Rotatable Optics (ROR) Rotated Right, (ROL) Rotated Left options available Optics field and factory rotatable PART NOMBER •DLC S= Standard 0. P= Premium DPX ARM LENGTH VSS-1132L VSS-1/48L VSS-1/64L 'I8110 '„ L BUG 5 BYUOGI tll6 !9 86UW 102 s Big A 4 $112 re. IOX7 real n ;Imil 5/ at 160{ GI 00.uooi 5ae0 11 4615 45 BO 02 ra92 72 6o4] 57 agala222 x0,� la 6486 61 sOIA}G2 Naf1 to 6890 6s Ita�IPG] raXe rl San ST a 67 ass re rats fit Al N3J0 30 6760 65 aOilSfi2 L232 72 8692 57 Bt•Ip.fat na6a is 9516 61 81 1 (32 IN, , of 65 auj, 110 TT M2 ST ewlwGz Ions n a2s3 fit 8141wG2 I.Z 62 M40 65 ala G2 1¢N4 n 1ION ST at.(Af2 13ND lu 125 41 afi1PG3 tar, , 1 65 a1a16Ga T4 luvwlst BUG I IS I.N LG1 BOG L70/L90 DATA T VSs 25 C L7D 483000 >60000 50'C nzo� rc r EPA a•-DPY/Ira•-oPx10 EPA sGL D90 DISO T90 1 7120 1 00 0.nn L521,80 L34 L44 23 DPx ARM LEN6111 SOL al D180 B-B T90 Or vsSl IF IV 6• 10C MOUNTING OPTIONS Ili DIRECT POLE (DP) Standard mounting armis extruded ajurmnum in lengths of E , And to- -Arm lengths may vary depending on configuration WALLMOUNT (WM) Cast Aluminum Plate for direct wall mount. 6' extruded aluminum arm mounts directly to a cast wall mount box. NLS701 Kingshil Place, Carson, CA 90746 rllslighting.eom LIGHTING CA Us Today IN Ell 341.2037 Rotatable Optics (ROR) Rotated Right, (ROL) Rotated Left options available. Optics field and factory rotatable. I1E397d3a;1 •OLC P_ Premium SM DPX ARM LENGTH VSS-1132L VSS-1/48L VSS-1/64L 'ePall R'_HIS:9Jw: d BOB; ANS �' N88 rawW Bi14 a1R eMa Ill is 'IqT mi 5I In BO{16GI B6b0.01 um , salts 65 aou 7 near n b042 st, B G: 80H Ta 64M 61 BO cl S4, , 6M0 a a c3 g 7•X¢ le. 5B28 s7 ,loot.: reM n asa4 et eWtwGr X31p a0 6rM 45 8oi11FG2 tt332 7a 66p2 57 S1 G: Iis% 15 95t6 el ati ,e 12001, W Iola as ern 72 n51 s Iao.u3.G2 0336 re a2B5 61 BtA10.G2 Iwwe as Mao 65 81� 2 nT, n ne s auuo.Gz 155M la 12i 41 B1111FG3 tar, a0 332 6s aLLIOW T41rlu•r OL BUG T6 1MIYr OLC BOB B2+J0(52 Ba7B '15 P 8}Uw I1r P Ba¢pG2 fight 126 P B N P 11 1 2 ms 136 o a3•uw - S aM1oG2111 tas S it- s B?0w 21219 115 5 B+Uw 5 B2•IgG2 31 124 P ss I s 8wnc2 227 1,a P Bww S Bar10•G2 sat 178 P ssR L70/L90 DATA Tern VSS-1 25'C L7 L90 4W O00 >60000 ■ 60`C n20� DO IB�a 1p• IJ EPA 5•-Ears" Ilo• -mexfo EPA sGL D90 Dlact Tag n20 D o 1. Din{ tiMt 090AII DIBDB-ee T90� A7W LEN V5s-1 6' l0• 6' lar MOUNTING OPTIONS 1P DIRECT POLE (DP) Standard mounting arm is extruded aluminum in lengths of F. And to - ¢Arm lengths may vary depending on configuration WALLMOUNT (WM) Cast Aluminum Plate for direct wall mount. 6' extruded aluminum arm mounts directly to a cast wall mount box. NLS701 Kingshil Place, Carson, CA 90746 Irsli htin corm LIGHTING CA UsToday(310)341.2037 g g' STRAIGHT STEEL POLE POLE Shall be Straight Steel Grade B Extrusion with yield of 46,000 PSI. Conforms to ASTM A500 Standards. Poles have ground lug welded inside hand -hole opposite side of the pole extrusion. Pole Extrusion is conjoined to Anchor Base by welding internal to pole shaft and external to pole shaft. Hand Hole reinforcement is Constructed of 3"x 5" rectangular steel tubing which is welded to pole shaft for added strength. ANCHOR BASE Manufactured from A36 Steel rated at 36,000 PSI, conforms the ASTM -A36 standards. Base Plate vary in size from 1" thick for poles 21 feet and over, 3/4" thick for poles 10 to 20 feet COATING All poles have minimum 3mm powder coat finish. All poles are sandblasted prior to powder coat application. ANCHORAGE All anchor bolts are fully hot dipped galvanized and come with two galvanized nuts and washers per bolt. BASE COVER, HAND HOLE COVER AND POLE CAP All poles come with removable polymer pole cap installed. All poles caps are black finish. All base covers are made of aluminum and powder coated to match the pole. The hand hole covers are provided with internal bridge support and also powder coated to match pole finish. ~W Project Names Tv;„ GEORGETOWN HYDRAULIC I AID POLE I SSSP1 15 1 4S I 7G 19BC I SGL I BRZ 134301 Square "' (10) A' Square 120,n (10 207 Single Bronze 3/4' x 30' Straight - (tg) (4S) (11G) c 10, (StiL) (BRZ) (3430) (at Steel Pok ,. OQ .rh C'r-lr rmP ot. mion am (SaSP) 's 5' Square I60 m (9BC) Double (WNT) 1' x 36' Obl (OS) (7G) (0-20) (136) GelrenKed Oq (D-7B0) Silver - lGUO (20) 6 Squat' (a") Ann Corrosion -� (63) 122-_'-51 Triple (AOry (22) Hui 14` (T-00) G'een (24) enit 0,0e (GAN) (25) (126C) '�u0d 1tuner Green :alam+nJ roll) 126) (00) (Hall) 3' Aa,.ew Pala _ jx'nnurc lnrael fzn i391 I w'Rnie'nRaeal ❑% sin (six) ) 3N'SCuam (Rllf) Bolt Circle •'+"5.:m•Raael f351 p GraPN) Gr (GRY) Custom I (CS) TYPE E MAXI'LUME AaCXrTEFF1111 LIaM rIX 61 By FJltIf Uah Ina *am 40 "y 3 r4-vM LL{GN SO-IMI M' WSIN 111 N WWII MB-VIH CL-ex W." A 500E. to LHeightt M/8' A 60,E le BOOpL Height, 9' 8:Torn Apertn=t I3/V6' b' C 71I60W=d Me-' D Trim, rare Da=TdIB' E Length 0 P Length = 3033' POLES + BASES 140 HH6-LED 6" Architectural High Lumen LED Downlight FEATURES A highly sustainable and ultra -efficient architectural LED downlight that provides even, glare -free illumination. Available in a range of finishes. distributions, and lumen packages, it is ideally suited for use in corporate office space, hospitality, healthcare, commercial. academic, churches and retail OPTICS AND REFLECTOR The reflector has a 45- visual cutoff, and is shipped standard with a Salim lens in a smooth frosted finish. Spun from 0.05" thick aluminum, with a 1-step anodized finish. and available in different colors or custom RAL finishes. Reflector flange options include self - flanged and white painted flange. Various distribution options are available, and all optics are field changeable. 900, 12001500, 2000, 3000, 4000, 600D, 8000 fWalt n IB1,n peckaigrs aralaMe) too 3D(. 351. 4111C 50(. TINIdMPWIdB, DrrNtO Warm, • • It wimp 90+Sani as+OpftW • . • 2 Stop LISOVISM F31Pae • . • : • WD WdB Di*IWM). MD IT/alum Dialr u lorB and ND PYmmv OistrOumlil ION -Up N 1000� O17M ( Bode BSL20l 20W-1$ b 1000E OIItM (Bixlne8g201 L70 at 102 OOO HRIr Based on 40009. 90+CRI with semnpeculor. chrome reflector. - • 9 laAmrmnre MIh ES tM79-08. UABO act TMdO. Actual wattage may Vary ♦/-5% TM-21 B rand el3ower Disl,ibutwn Cw�x . .n fine Retrr me ILI It, _I'nddntanel distribution curve information. °0AM aMERiui Qu�c�y:n• 11#I/ET 1 vv3- raw E.'iLe Ww W,IUSe6'llt(:3.COfT) u..mr. NOAdb LUMENS UFLIVER®LU M WATTAGE 6000 TRY Sow 60, 6696 72 W 4000 4649 46W 30, 3374 36 W 2000 2252 nee ISOO 1785 MIN 1200 1422 law "a trials tzw - 092m BtlAY t]!Y AOb -tLOim 1lsY 12" Base Belt Circle 9" Base Bok Circle D POLE NLS701 LIGHTING Kingshil Place, Carson, CA 90746 Call US Today 7310) 141.2037 nlslighting.conl 141 POLE EPA DATA Maximum EPA (it) Allowable POLE HEIGHT POLE dA SUE BASE PLATE BOLT CIRCLE BOLTS BOLTS 80 Mph 90 Mph 100 Mph 10' 4' Sa .120 B" Sq• x 9 ra^ �' x 30- 28.8 18.] 15.5 t7 4" SO 120 9" Sq. x'/.' 9 '.' x 30' 20.5 15.5 9.7 14' 4'Sa .120 9" .x�' 9xw- We 30' 16.5 11A 9.7 15' 4" SO .180 9'S9�x'/." 9�'=" N•'x30' 18.2 12.2 t0A 78' I' SO .120 9' Sq. x #' 9 va" %' x 30' 13.5 9.8 8.6 17-'h' 4' Sa .120 B" 59. x'G- 9 "'•" �: x 30- 12.4 9.0 7.2 18' 4' Sa .120 B" Sq. z S' 9 vm' Y4' z 30' 9.8 7.2 SA 20 4" SQ .120 9" 59. x'/." ': x 30' 8.2 5.5 4.0 20' 4' SO .780 B" Sq. x B vie" 3:' x 30• 14-5 10.0 7.6 20 S' SO .120 12' Sq• x 1' I2?ti 1'x 3fi' 16.2 11.3 7.9 20' S`Sa .180 tY x1' 12 a4' 1"x 38" 261 21S t5.4 22' 4'SO .120 f2"Sq.z 1' i2 t6' 1'z 3fi' 6.3 3.7 L8 2Y 4' SO .160 12' S0. z 1' 12 9'i• 1'x 3fi' 17A 7.B 6.3 22' S' Sa .120 i2" Sq. x P 12 1»' 1'x 3fi' 72.5 8.3 S.d 22' S'SD .180 12'Sq..xT 12 AL• 1'z 38' 21.7 16a 709 24 4' SO .120 12° Sq- x 1' 12 3J: 1'x 3fi' S.3 27 1.5 z4' 6^ sa .1E0 12' 30. z 1' 12 y.' 7"x 3fi' 10.E _ 8.8 4.2 24 S" Sa .120 12" Sq- x 1' 12 t'x 3fi" 5.3 2.7 1.5 24' S'Sa .780 12'S0.z1' lx?4' 1'x 3fi' 18.8 13.7 9.1 25 4' Sa .120 12" Sq. x P l2 7r: 1'x 3fi" d,7 2.5 1.2 25' 4'Sa .7H0 12'S0.x 1' i2 a4' 1"x 30" 10,9 7A 5.2 25' S" Sa .120 12" S0. x 1' i 7 s+' 1'x 3fi" 10.2 6.8 1.6 26' 6' Sa .180 12" S x 1' 12 IA' Tx 38" 18.9 132 9.6 26 4' SO .120 12" S0. x 1' 12'a' 1'x 3fi' 4.7 2.5 1.2 28' 4' Sl2 .180 12" S x 1' 12 �' 1'x 3fi' 10.7 7.1 4.9 26 5" Sa .120 i2' Sq, x 1• 12 xi 1'x 3fi" 9.8 6.3 1.3 28' S" Sa .780 1Y Sq. x 1' 12 Sr 1'x 38" 18S 12.9 9.4 28 4" SO .180 12" Sq- x t' 12'rl 1'x 3fi" 6.0 2.2 1,6 2B' 6" Sa .120 12' , x 1' 12 ui 1'z 3fi" 6.8 3.2 t.5 28' S" 30 .160 12" Sq. x 1' f 2 56" 1'x 3fi' 12.2 T,8 d,fi 28' 6' SD .100 12' S . x 1' 12 Vr' 1'x 3fi' 21.7 14.8 9.0 30' 5" SD .120 12" Sq. x 1' 12 ?': t'x 3fi' S3 2.3 - 30' S" Sq ,180 12" Sq. z 1' 12 $' 1'x 3fi" 11.4 6.9 4.1 30 6'SO .1W 12"Sq.x 1- R°'+ 1'x 3fi" 18.8 12.] 8.3 32' 5'SQ .180 tY S4x1' 1210' Tx 38" 10.1 4.9 2.6 32' 6' Sa .1 B0 12" Sq. x 1' 12 k'i 1'x 3fi" 1fi.6 e.d 5.2 35' S" Sa .100 tY S0. x 1' 12gP 1'x 3fi` B-8 2.4 7.9 35' 6' SO .180 72' sic.. 1' 12 k' 1'x 3fi" T2.2 7.1 3.9 39' S* a() .iBO 1Y Sq.z 1' 12 N.' 1'x 3fi' 3.1 39' 8" SD .180 12" Sq. z 1' 12 L' 1'x 38' 7.3 3.0 MAMLUME A etNITECiOaaL L(OXi(Jr- Bv Elite Gahuna THERMAL MANAGEMENT SYSTEM Passive cooling Dlecast Aluminum Heal Sink LED light engine and driver are replaceable, upgradeable, and can be accessed from below the ceiling. The consistency in the quality of light is delivered with precision performance by the use of a unique locking mechanism that aligns the reflector with the light engine. MOUNTING FRAME & BRACKETS The downright mounting frame is a fabricated assembly constructed of 16-gauge steel, with Gchannel mounting brackets. included. The versatility of the mounting brackets allow for an adjustability of up to 28- horizontaly, and 2-3/4" vertically, locking into place. With the added die -formed construction of the mounting frame, it provides maximum heat dissipation and rust protection. [)RIVER ELECTRICAL INFORMATION The LED driver is rated for 50 to 60Hz at 120V/277V, also available in 347V input, produces less than 20%THD, has a power factor between 90% and 100%, and is thermally protected for additional safety. Junction box and Driver can be accessed from below the ceiling and above the ceiling. Junction Box is Listed for through branch circuit wiring. DIMMING & DRIVER INFORMATION DIM70 - 0.1 OV dimming on either MVOLT 120. 277 or 347V. Dimmable down to 1 % of initial lumens, standard. DIMTR -Triac & Electronic low voltage dimming. Available in 12OV, and up to 3000 lumens only. LUT2W - Lutron LTEA2W Hi -Lame 1%. 2-wire LED Driver Forward Phase Control. 1%dimming in 120V only. Available on all luminaires up to 3000 lumens. LOTH-Lutron LDEI HH-ume Eco System. 1 %dimming with Soft in Fade to Black dimming technology. Available on al luminaires up to 3000 lumens. UJTFB- Lutron PEQO Hkume Premier Eco System. 0.1% dimming with Soft in Fade to Black dimming technology. Available on all luminaires up to 1500lumens. ELD010.1 - EldoLED SoloOrive 0•1 OV. Dimming down to 0.1 %. Available on all luminaires up to 100 watts. DAU- DAU DT6, DT8 dimming down to I%. Available on all luminaires up to 100 watts, ELDODMX - EJdc LED PowerDrive dimming dawn to 0.1%. Available on all luminaires up to 100 watts. Please see EldoLED website for wiring diagrams and a list of compatible DMX and DALI control systems, huT1nrl- NIIGI.FO-2ML-GIMI - VOLT -MD M-9DNN8•Wi01•CL•WN HH6-LED �l1 6' Architectural High Lumen LED Downlight �" LED DYNAMIC PLATFORM OPTIONS Tunable White with Smart White Technology utilizing the Lumenetix Platform allows you to colortune the luminaire via various controls. Create the perfect environment for the desired use of the space, while maintaining a CRI of 90+ across the tunable range of 8000 to 1650K. (Click here for more details) Dims to Warm with Smart Dimming Technology. At 100% full brightness the luminaire is at 3000K. when dimmed to 1 %, the light transitions to 1800K, creating a warm ambiance within the space. (Click here for more details) .ai► RGB+White with Smart Hue Technology provides full color It mixing of ROB and white colors. Utilizing the Lumenetix Platform allows you to choose from unlimited BOB color options, via various controls. Ideal for Circadian Rhythm applications or to create the perfect human centric environment. (Click here for more details) WARRANTY Five-year warranty for parts and components. (Labor not included) LISTINGS c-ULws - Listed for Wet Location if used with HH6'6501 Trim- ouLy s -Listed for Feed Through Wining. U.S Patent No. - D6861185 CP-City of Chicago environmental air (CCEA) marking for plenum applications. Energy Star and California Title 24 compliant OIIE-I PO J'J60L 'J EAMID J170 J27K JfMG{FD-tOW JHH6{yJt JP-WH J 1200L lJ OsdTR J 277 J 30K J EMG4®-2OW I I J U-SCH J 1500L LJ LUTH J WELT J 35K J l4TG-EMG-LEDDIN HH6{11Q1 J S)Q-wH J 2000L U tU72W J 347 ] 40K ] IMG•EMG•LE0.20W J SH2_51it I. D,.,. I JHH6.6577 J 30W1 ULUTFTB' J50K -1 :. L:, :II a.,' -1WT-WH J 4ZOL pELW10,1 - '^ -• Uw-v4H J clon Ll E(DODALF.1 4 J MR Val ism J ELDODW-.1 J a-8K -1M60K J V/D J90+ JCR ,rmwa a,nw J MD J 904 J NO J HH&R-6501 J HN6TL•6507 J INTG,w*4 n,'2'iw4 am. m.-iiiircX,i,•nnhmix:mlpT at.Isa OM706%Is aVe6al(e arty for SM LUTM. EIod011, EWODAIhI. and EL000MX� l we a'•91dNe,n 12W alto 277V ' 50K oaks are avalahla rmn 95, CR o0y ' go• CR la.e. ,lace rrl 40k rob LNN and LUML OWM A1aEaMe tar kwmai,M W N 3000L ' UMM AvaiBolo tin WWairM up M 150(II. - otwe, last page for Cont apbons eCite� www.luseellte.00in U o M i U N o • rn r, N O z o rD a °' fig: )�1 1 0 0 U 7a' x ] t r?; W p3 'V Q U) U Q Q � c U U 3°x z F•� 0 V 5 n CP rV^j w> IX N M C W aw 0 N N0 d > U E. O 0. i� CE. In CZ O C.ZW W W Q mx on U z O d z� u O N Z N Z O O U U Z Z O U O U w � Q N CD O O O z T4 N OR Pr 1`�hyTH O- 14 I Jimmyl L. Taggart Uc. No. o 22841 �'O,r, 08/03/2020 e`yS70NAL U_ J cc Z 0 5 U a w < W a a Q z a ,^z,0Q L ` )� 0 d w Z~ � � E_ W F+ X Z H ~ o a 0 DATE: 10-25-2019 SCALE: NA JOB: 19.0125 SDP-2019-000622 12 SHEET: OF 13 Dr.3A. 36. 3C EXPANSION KEYED m CONST BAR C 2, I . BARS JDNT BM G AIRS F �+ I o I I ------------------11SMaJt��• 0_0 I I ms� FACE OF MJRB_/ 11 CUTTER I\-_ PLAN �1 foB In I Zi a in I_ _____________ J _ - BARS i BMS E L� B - 03" DIAMETER WEEP HOLE FRONT ELEVATION BARS I KEYED CANST. JOINT A E B - - - - - - (GUTTER REMOVED) VA' I Y-0I 5%I/." BENT PLATE Ll SECTION B-B TYPE A NOSE DETAIL SHALL BE USED WITH CC-3 8 CC-7 STANDARDS. •� '- L21/"%22yV"%'/,' GALIAAYLD TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 4 CG-6 STANDARDS. ' TYPE A TYPE 8 ,/2 X A" STIR SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68.30' TO ANGLE IRON AT ZC-C. CONNECTORS MD IS TO BE ANCHORED WITH I/S' % 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2-C-C. 2„ rr-APPR. PAVEMENT DI-3A.L_ DI-3B L DI-3C L r,. WARPED PAVEMENT I � FL 71LQ-w owp DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR usE W sacs WITHOUT GUTTER BOiH SIDES TO BE SYMMETRfCAL `/DOT SPECIFICATION STANDARD CURB DROP INLET REFERENCE ROAD AND BRIDGE STANDARDS SHEET I OF 2 1 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' 233 104.09 08/10 VRGNA DEPARTMENT OF TRMSPOTRTATgN 302 2016 ROAD & BRIDGE STANDARDS TABLE OF QUANTITIES OIJA. 38, 3C TYPE L AREA OF SLOT REINFORCING STEEL C..,.ts BARS A BARS B BARS C BARS D BARS E BARS F BARS G WEIGHT FL Sq. FL Cu. Yds. No. Lin. Ft. • No, Lin. Ft. i No. Lin. Ft. # No. Un, Ft. No. Lin. FL# Ho. Lin. Ft.* No. Lin. Ft LOs. DI-3A T-W 1.15 2.26 - - - - 1 5'-7' 3 }.2" - - - - 6 1-11, 22 4' 1.83 2.59 5 1'-6" 2 6'-7" to 6'-IV' 3 5'-7' 3 3'-2" 4 1'-6" 3 1'-6" 4 T-O" 64 IF 2.75 3.025 Y-6' '- 6`10" 3 5'-7" 3 3•-2" 4 3'-6" 3 I1-6" 4 I.G. IF ' 67 3.46 5 51-6" IO '_ '_ '•3 5'-7" 3 3'-2' ; 5'-6- 3 I'-6" 4 DI-M to, 4.58 3.905 7'-6" 14 6'-7" to 6'1t '• 3 5'.7" 3 X2" 4 7-- " 3 I'-6" 4 - IT 5.50 4.34 5 9'-6" IS - 5'-7" 3 Y-T 4 9•-6" 3 I'-6" 4 1 14' SA2 4.78 5 IT-6" 22 - " to 6--W 3 V-]" 3 3•-2" 4 D•-6" 3 I'-6" 41'-Old 2913 I6• 7.33 522 5 13•-6- 26 -7" 3 5'-7" 3 Y-2" 4 13'-6" 3 V-6" 4 T- " 345 t5.66 5 I '- '-7" 3 3'-2" 4 15--fild 3 I'-6•' 4 1 9 17 6.09 5 O'- •' 8 3 l 6'-7" o 6'-l0" 3 S '-p, 3 3'-2„ 4 11'_ ,. 6 3 V- " 6 y - 4 6• 6- 3. 10 I'-9" ♦ 6'-7" to 6'-10• 5 5'-7 3 3'.2" B 1'-9" 6 1`M16" 2 1'- ., IT 63,67 3,67 ] 45 -1 10 24-9' 8 6'- " - •. 5 ' -]" '• } 3.2•' a 2-9.6 I1-6" 2 - 5 IV 458 3.89 D Y-9" 12 6'-70• to -C" 5 54-7-r } 11.114a 3--v6 I'-6" 2 ' 14 10 4'-9'• 16 •. " '- '• " 3 '- " 4'- " 6 1'-6" 2 d-3C M' 6.42 4J7 10 5'-9" 20 6-7" l0 6-C" 5 J" 3 3•-2" 5' 6 1, 6, 2 16' 7. 1 10 6•-9'• 24 - " - '• 5 - •, 3 3' 2" 6' .. 6 I'-6" 2 1B' 8.25 5.65 D J•-9•• 28 6'-J" l0 6'-W" 5 5-J" 3 3-2' l' 8 7--g" 6 I-6" 21,114 20- 9.17 6.0 10 B'_S' }2 •-]• •- '• 5 5'-]" 3 8 8•-9" 6 I'-6" 2 •- •• 9 NOTES I. DEPTH OF INLET IN) TO BE SHOWN ON PLANS. 7. N 4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" C-C TO BE PLACED IN ALL AREAS ADJACENT 2. TIE "H" DIMENSION SHOWN ON THE STANDARDS TO ABUTTING CONCRETE TO PREVENT AND SPECIFIED ON THE PLANS WILL BE SETTLEMENT. MEASURED FROM THE INVERT OF THE OITF ALL PPE TO THE TOP OF THE STRUCTURE 8, 3" DIAMETER WEEP HOLE TO BE LOCATED TO PLAN ATE ONLY PLR ARE RAND DRAIN SUBBASE MATERIAL WEEP HOLE WITH STI ATING TH FOR ESTIMATING PURPOSES PAID THE ACTUAL HARDWARE PLASTIC HARDWARE CLOTH I/4' MESH SHALL BE DETERMINED BY THE OUR GALVANIZED STEEL WIRE OR GA" CONTRACTOR CONTRACTOR FROM FEED CONdT1pN5, 4 MESH HA DIAMETER 0,03" NUMBER 1 MESH HARDWARE CLOTH ANCHOREDFIRMLY TO THE OUTSIDE3. SPECIFIED IE IEO ON THE PLANS TINVERTS OF THE STRUCTURE. TO B TO BE SHAPED W ACCORDANCE WITH STANDARD THE COST OF FURNISHING AND PULING ALL g. ALL FO STEEL SMALL HAVE A MN. MAT MATERIALS THE SNARING IS TO BE R 2", COVER OF 2". THE BID RI INCLUDED N THE BD PRICE FOR THE STRUCTURE. 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF W THE EVENT THE INVERT OF THE OUTFKL ALL OPENINGS BY 2". 4 PPE IS HIGHER THAN THE BOTTOM DF THE STRUCTURE, THE INVERT OF THE STRUCTURE 11. PLACE CONCRETE IS TO BE CUBS Al SHALL BE SHAPED WITH CEMENT MORTAR TO (3000 PSI). PRECAST CONCRETE IS TO BE (3000 PREVENT STANDING OR PONSNG OF WATER 4000 P51, IN THE STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO 12. LENGTH OF SLOT U.) WILL. IN EVERY CASE. BE THE SHAMING TO INCLICED THE BC INCLUDED SHOWN ON PLANS MICE FOR THEE STRUCTURE 13. R INLET S CONSTRUCTED W MEDIAN CURB OR 5. STEPS ARE PROVIDED WHEN N TO WITH INTEGRAL CLIMB, GUTTER 15 TO BE CUD . R OR GREATER. FOR DETAILS SEE STANDARD ST-1. A ST- OMITTED (SEE DETAIL). 6. THIS REM MAY BE PRECAST OR CAST-W-PLACE. 14. STANDARD "LETS MAY BE CONSTRUCTED WITH CONCRETE BLOCKS IN ACCORDANCE WITH THE DETAILS SHOWN ON STANDARD DRAWING DI-MB. 15. THIS AREA MAY BE EARTHEN, N WHICH CASE THE EXPANSION JOINTS WILL APPLY ONLY TO CURB AND GUTTER. 16. CONCRETE GUANTITES SHOWN ARE FOR DEPTH DO OF 5'-2" WITHOUT PIPES. THE AMOUNT DISPLACED BY PIPES MUST BE DEDUCTED TO OBTAIN TRUE QUANTITIES. FOR METS OF DIFFERENT DEPTHS ADD OR SUBTRACT 0.32 CUBIC YARDS OF CONCRETE FOR EACH FOOT OF DEPTH. IT LENGTH OF ANGLE IRON AS SHOWN ON SHEET I OF 2 S TO BE L+16" AT 4.0 LBS./FT.. 18. * DENOTES LENGTH OF ONE (1) BAR. 19. ALL REINFORCING BMS TO BEMH5. 2D. WHEN INLET IS USED IN 4'-0" MEDIAN, BACK OF )LET IS TO BE SHAPED TO CONFORM TO PROPOSED CURB. REFERENCE STANDARD CURB DROP INLET ROAD ``•GAND BRIDGE STANDARDS 233 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' REVISION DATE SHEEr 2 GF 2 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 104.0 REMAINING BACKFlLL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION MI L24' INTIAL BACKFlLL• EMBEDMENT (6" LIFTS) t8"MIN * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE O MECHANICAL TAMPER HAUNCHING NO. 68 STONE - _ BEDDING 6" max 4" min FOUNDATION (SHALL BE NOTE : 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO' 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 88 STONE' SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2, SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3, MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% Q (1/4" PER FOOT ) A ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4'. 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET, SALT TREATED FINISHED GROUND MARKER PLUG END OF - MAIN UNE-H I crnrl nnT SERVICE LATERAL LINE WYE-TEE PLAN vil SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-34 COVER LIFT NOTCH 14 1/2" 12 1/2- 12 3/8" WATER • Y "• CAST IRON UD 18" METER BOX • ry+ � � 4- �1j W M1 ' 1• � tiN N� 18" 6" EXTENSION 6" PIPE SLOT (2 PLACES) NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE UD FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"1 METERS) NTS FlG. W-7 TD-13 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 1 BZ° IN e" INITIAL BACKFlLL as• a I aY MIN MIN. MN MN, 6" BEDDING #58 STONE 4 STABLE SOIL ROC( • SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 4 I +- - INITIAL BACKFlLL 4 I UNSTABLE SOIL\ MI MIN. MIN MIN #68 STONE ANULAR FILL AS APPROVED BY ACSA ` '..•. i E.,>, �� STA �STAB LEc SOIL OR ROC\ NOT ; 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFlLL 3.THE INITIAL BACKFlLL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4, NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 CC-12 GENERAL NOTES: I. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2. ALL DETECTABLE WARNING SURFACE PRODUCTS SHALL MEET THE REOUREMENTS OF SECTION 504 OF THE SPECIFICATIONS FOR CG-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 REOUIRED BARS. 4. REQUIRED BARS ARE TO BE NO.5 X 8•' PLACED VCENTER TO CENTER ALONG BOTH SWES OF THE RAMP FLOOR. MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 0/2'. 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 REWIRED 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 SHARED USE PATH, 7. DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH OF THE CURB RAMP LANCING FLOOR. & CURB RAMPS WILL BE INSTALLED AND LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLATS 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 LIM17S OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. 10. DETECTABLE WARNING SURFACE PANELS SHALL BE INSTALLED FLUSH WITH THE BACK OF CURB. 11. WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE WARNING SURFACE SHALL HAVE 5' A FACTORY RADIUS OR BE FELD-MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CURB. SEE CC-12-INSPA S 204.06 AND 204.07 FOR METHODS OF INSTALLING DETECTABLE ARINGS ON A RADIUS, DETECTABLE WARNING INSTALLED ON A RADIUS ROAD AND BRIDGE STANDARDS SHEET 1 OP 5 REVISION DATE 204.01 04/19 HYDRAULICNOTE COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: : SHOULDCURB WHEN REOUIRED (CG-2 OR CG-3 IN LINEAR FEET) DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) EACH OF THE ABOVE ITEMS 15 A SEPARATE PAY ITEM AND BE SUMMARIZED FOR EACH CURB CUT RAMP. TYPE A PERPENDICULAR rv�r�r�ii�ii�ri�ri�rr`ii"ii�ii:�i<"ir�.�`iPARALLEL U U lit to -6 / OF TDIAMETER 0 9"-LF' BA5E DIAMETER TRUNCATED DOME DETAIL TYPE C PARALLEL & PERPENDICULAR TRUNCATED DOME .6'-2.4" C-C o 0 0 0 0 0 -- <Ii 0 0 0 0 0 0 0 0 0 0 0 a -- 0 0 0 0 0 0 0 0 0 0 0 0 cr 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DETECTABLE WARNING DETAIL CG-12 DETECTABLE WARNING SURFACE (GENERAL NOTES) VIRGINIA DEPARTMENT OF TRANSPORTATION FRAME & COVER (SEE FIG. S-I-D,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA V-0" MAX 2'-0' RUBBER COATED STEEL 3'-D" MIN STEPS CAST IN PLACE PRECAST REINFORCED L CONCRETE SECTIONS 12" MIN "0" RING SEALS • 16" MMAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" •' 4'-0" FROM INLET TO OUTLET SHALL BE 0.20 FEET. - DEPTH OF FLOW CONCRETE A VARIES FILLETS CHANNEL TO BE 3/14 DIAMETER 0 CONTRIBUTING�=--- SEWER. a A FILLETED INVERT OR A SMOG •'4 . •,!': •-, 12" TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE : W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S-I-A TD-25 NOTE HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS QTHE LOCAL STANDARD. LFN07H OF BRANCH VARIES lP MIN 2' TO 10` (2707 TB"-22" 7 CU. E ALVE 90 /J60 STONE "ATE 42"MIN T;;� _ •"., VALVE TEE s Ps.l. CONCRETE , BASE AND THRUST :' i �'I •' \\\Vj)L/ r��1• �o�'' BLOC `'" BLOCK AGAINST UNDISTURBED STABLE SOIL STEM PILE WHEN THE 501E IS DISTURBED WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED A LL, ADDITION I IN FILL. TO POURING CONCRETE, A A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE : 1. SURROUND YEW HOLES PATH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE: DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION, IF iijit D TO BE N WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S, FIG. W-4 TD-8 PLACE 5' GALVANIZED " VATNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS c AS DIRECTED, MARKER LOCATION MAY BE SUBJECT 'a TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE o R.. ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID z U u a a --- M.J. GATE VALVE WATER LINE 2500 P'S.I. ' CONCRETE '•8 c 2'x 2' BEARING AREA. THRUST BLOCK '; d a A NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 SPECIFICATION REFERENCE 105 502 504 TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAP LENGTH IN FEET 4" CI1RB 6" CURB 0 4 8 1 5 7 2 5 B 3 5 g 4 6 12 5 to15 6 14 15 �F z CONIC. BASE MIKE H SLOPED TO FLOW NEL 1/4" : 1' MIN L BRANCH 12" M �-- 17 f G 2" FLEXIBLE CONNECTION NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION " BOOT " o INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-1-B TD-27 V COMPRESSION N 3/4' MALE PIPE COUPUNG OR APPROVED MAIL SU TYPE R' so QCroER FOR USE OR ATTACHED FAINTLY DUAL SERVICES OR DUAL REMOENTAL AND RNDA AND IRPICATON SEIRNCES. 1'M'K1' TEE 5 0 NO E NO s4uTE0 19TTN0.H a' DUAL SERVICE 1' OOMPMO N X 3/4' MARE PIPE COIPUNG OR APPROVED EQUAL t• TYPE 'H• SOFT COPPER Q FOR UK ON DETACHED SINGIE FAMILY REEIDOTML SERVICE MINE AN IRRIGATON METER 18 NOT PARADED. SINGLE SERVICE i1 1 BApOLEe SHALL BE USED ON PVC PIPE, CAST IRON UD NMISHED GRADE 13'-1e MNG METER ALVT BOR N' MIN, COPPERSETIFA 1/8 KIND C UPURG� y - SL METER 5 , .•4,�L y.'f�n1'nyS OMCR AS CORPp1ADON STRIP •M e-Nr•'$^% NECESSARY BMNT M WIT UNNR hk6 Kt IM,:`'45'a 4' DIAMETER DRAIN PIPE, 72• BETRR ((2-NCN LONO CANE POET, WMO jp AND MIMMON TNIMOI6sA Igvl;('}„•, '"H£i' :?_�°'w4'��..... SPED 2W NO. 57 AOGREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-BA TD-10 VARIES VALVE BOX 4" DIAMETER BRANCH AND VALVE M.J. PLUG VARIES WATER MAI RESTRAINED JOINT FITTINGS ON-LINE (TYPE "B") VARIES THREADED COUPLING PVC SLEEVE BRASS NIPPLE AND PVC o CAP LUBRICATE ALL THREADS Ri THRUST BLOCK 'D METER BOX (SEE FIG. W-7) VALVE NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF - GRADE ALLOWS •zY. VARIES VARIES 2' BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE HAW) TYPICAL BLOW -OFF ASSEMBLY NTS FlG, W-8 TD-19 -�--f N-)SHED GRADE m AIR RELEASE VALVE BRASS OR BRONZE PIPE BRALONZ GATE IFRAOSSIBLERADE h. BRICK g� Ppp7� _ T NEfdT SOLID BLAS CRUSHED STONE 7ypg K SOFT CORPORATION STOPCOPPER NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATF,FRLINES SMALLER THEN 12" USE A 1" AA.V. AND FITTINGS, FOR WATER LINES 12 AND LARGER USE 2 A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS no. W-9 TD-20 11 U A�1 z L W N Q CV Z aZ) ZO T�T V Oa � O iLL . Z r�IK 1� Q W i J_ CA�I// vs W2 rz U)a wLI� C O O LD Q V Q r I N O-j Q K ? CC Q LO Wu,Z�=ED OI UN DO 3. W 04 O W? X�X LL Q CC CC 02 0LL '^c V e vJ W co e LU O U �04 On W W It �co co W 2 W Z O %O 0_ W Z O a co) zw z v Q � zLIU z 00 0 O O w 0 0 � � o o 0 0 Z ti N OF GIB♦ o$��NyTH o 111 ,// U� /7 i' rV � 9 Jiimmy L. Taggart Lic. 22841 'Pop _ No. ''020 W4 124' �S3/ONAL `o" 0 J Z r co a > U F a = < A �zo E (0 OD_ Q PUy W Q L� O F M fil LJJ c z z z cr O �0 V DATE: 10-25-2019 SCALE: NA JOB: 19.0125 SDP-2019-00062 SHEET: 13 OF 13 fiQorv^, '94WSR a3 '!LeP 201'1 1.1 Acceptable Groundcover Options for Inner 20 Feet Where property owners are immediately adjacent to the inner 20 feet of an easement (closest to the line), acceptable alternative to periodic mowing include the maintenance of turf or lawn, the establishment of native grasses, or the establishment of low -growing shallow rooted groundcovers that provide equal or better visibility and accessibility to the line as periodic mowing. While RWSA will voluntarily exercise reasonable care when performing inspection, operation, or maintenance activities in the areas of the alternative plantings, RWSA cannot guarantee that damage will not occur and cannot commit to the replace damaged vegetation. The following is the approved list of groundcovers permitted within RWSA easements: Festuca arundinacea Poa pratensis Lolium perenne Achillea millefolium Andropogon virginicus Asclepias tuberose Elymus virginicus Lolium multiflorum Panicum dichotomiflorum Panicum virgatum Sorghastrum nutans Rudbeckia hirta Tall Fescue Kentucky Bluegrass Perennial Ryegrass Common Yarrow Broom Sedge Butterfly Milkweed Virginia Wild Rye Annual Rye Smooth Panic Grass Switch Grass Indian Grass Black -Eyed Susan 1.2 Acceptable Shrubs and Trees for Outer 20 Feet Where easements widths exceed a total of 20 feet RWSA may allow the installation of appropriate shrub and tree species a minimum of 10 feet from the sewer line. While there are no shrubs and trees that are completely "sewer safe", appropriate species offer the sewer line less risk of intrusion from roots because they are smaller in size, shallow -rooted, slower growing, and drought resistant. Alternative plantings must be approved by RWSA prior to installation, and while RWSA will voluntarily exercise reasonable care when performing inspection, operation, or maintenance activities in the areas of the alternative plantings, RWSA cannot guarantee that damage will not occur and cannot commit to replaced damaged vegetation. Because of the risk of damage, plantings should be inexpensive and expendable. The following is the approved list of shrubs and trees permitted with RWSA easements: SHRUBS TREES Kalmia latifolia Cephalanthus occidentalis Cornus amomum I1ex verticillata Lindera benzoin Rhododendron catawbiense Viburnum dentatum Alnus serrulata Amelanchier arborea Asimina triloba Carpinus caroliniana Cercis Canadensis Chionanthus virginicus Cornus florida Hamamelis virginiana Ilex opaca Juniperus virginiana Magnolia tripetala Magnolia virginiana Prunus virginiana Mountain Laurel Buttonbush Silky Dogwood Winterberry Northern Spicebush Rosebay Rhododendron Southern Arrowwood Tag Alder Serviceberry PawPaw American Hornbeam Eastern Redbud White Fringetree Flowering Dogwood American Witchhazel American Holly Eastern Redcedar Umbrella Magnolia Sweetbay Magnolia Chokecherry WALL A r r IAIP 80E-3 C . UC zaNED: NMo use: VACANT 1,05 ACRES Stu. 63 Sta. 87 .I I Sta. 154 m smr mta- om r tmEa iuOrM[ OF 9lr rrixs-sn ar (Kf5 xD! pCFFD 0. I fat m "1 / All%—o/ Sta. 69 4 \ Siu.i .u.n '� 'fir \ - DRAWING INDEX Sheet 1 Site Plan 2 General Notes/ Design Parameters 3-4 Details 5 Wall A - Sta. 0 to Sta. 154 6 Wall B - Sta. 0 to 5ta. 69 0 I SITE PLAN / W N S Non -Woven Filter Fabric Mirafi 140N or Equivalent Cap Unit Secure to Top Unit E w/ Concrete Adhesive Anchor Diamond Pro Units Drainage Aggregate Min 12" Thick VDOT No. 57 Stone Weephole w/Wall Drain Pro Daylight Pipe Through Wall 40' OC Spacing (Typ.) Scale: 1" = 50 FT o25 50 � Compacted Backfill Stone Leveling Pad 6" Min x 24" Wide — Min 42" Toll Safety Handrail or Fence Handrail/Fence Installation By Others Geogrid Reinforcement (Typical) Refer to Well Profile for Geogrid Type, Mm 2 FT Geogrid Length (GL) and Location 4" Dia. Drain Pipe (See Drain Detail) See Wall Prof _ Vertical Spacing (Typ.) 24-11 Retained Soil Reinforced Fill Granular Soil Compact To Min 95% Standard Proctor Density TYPICAL RETAINING WALL CROSS SECTION (Not to Scale) g f 12-1/2" -► J Ell 0 12" ANCHOR DIAMOND PRO UNIT (Not to Scale) Anchor Diamond Pro Segmental Retaining Walls Albemarle Circeo Georgetown Hydraulic ?� �a g Geotechnical Albemarle County, Virginia M1CNAf1 R. CiRCE(� y Engineering, P.C. Mo.021245 Site Plan Adapted From the Erosion Control Phase II Plan, Sheet No. 4 of 9, �/g/zo Q Dated October 9, 2019, Prepared by Roudabush, Gale & Associates, Inc. 0.1- Scale: 1"= 50 FT Site Plan For Illustrative Purpose. Approx. Scale: 1" = 50 FT fSs✓ONALErG` Date: 04/08/20 Revision: I -- 5956 Buckland Mill Road Roanoke, Virginia 24019 Phone:(540) 366-2379 Project No. I RW-2384 NOTES: 10 STRIP VEGETATIVE AND ORGANIC SOIL FROM THE WALL AND GEOGRID ALIGNMENT. 2.0 BENCH CUT ALL EXCAVATED SLOPES. 3.0 DO NOT EXCAVATE BEYOND EXCAVATION LINES SHOWN ON PLAN UNLESS DIRECTED BY THE GEOTECHNICAL ENGINEER TO REMOVE UNSUITABLE SOIL. 4.0 CONTRACTOR SHALL ENSURE TEMPORARY EXCAVATIONS ARE STABLE AND PROVIDE EXCAVATION SUPPORT IF NEEDED. 5.0 GEOTECHNICAL ENGINEER SHALL VERIFY FOUNDATION SOILS AS BEING COMPETENT PER THE DESIGN PARAMETERS. 6.0 LEVELING PAD SHALL CONSIST OF COMPACTED SAND, GRAVEL, OR COMBINATION AND SHALL BE A MINIMUM 6-INCH THICK LAYER WITH A MINIMUM WIDTH OF 24 INCHES. AS AN ALTERNATIVE, A MINIMUM 3-INCH THICK LAYER OF LEAN CONCRETE (FLOWABLE FILL) WITH A 28-DAY COMPRE55IVE STRENGTH OF 200-300 PSI MAY BE USED AS A LEVELING PAD. 7.0 A 4-INCH-DIAMETER SLOTTED DRAINAGE PIPE SHALL BE INSTALLED BEHIND THE WALL AND CONNECT TO WEEPHOLES INSTALLED AT THE BASE OF THE WALL (20 FEET ON CENTER) AND EXTEND BEYOND THE FINAL GRADE TO DAYLIGHT (SEE DRAIN DETAIL). 8.0 DRAINAGE AGGREGATE AND UNIT (CORE) FILL SHALL CONSIST OF CLEAN ANGULAR GRAVEL (VDOT NO. 57 STONE), MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH A5TM D-422. SIEVE SIZE PERCENTAGE PASSING 1-1/2 INCH 100 1 INCH 95-100 1/2 INCH 25 - 60 NO.4 0-10 NO. 8 0-5 9.0 GEOGRIDS SHALL BE LAID HORIZONTALLY ON COMPACTED BACKFILL FOR THE REQUIRED GEOGRID LENGTH (GL) IN THE TENSILE STRENGTH DIRECTION (PERPENDICULAR TO WALL FACE) NOTED ON THE WALL PROFILE. THE GEOGRID SHALL BE PLACED WITHIN ONE INCH OF THE FRONT FACE OF THE UNIT BELOW AND EXTEND HORIZONTALLY OVER COMPACTED FILL. 10.0 ANCHOR DIAMOND PRO UNITS MOLDED DIMENSIONS SHALL BE 8 INCHES HIGH BY 18 INCHES LONG BY 12 INCHES DEEP AND SHALL NOT DIFFER MORE THAN + 1/8 INCH IN ANY DIMENSION. 11.0 A 1-INCH SETBACK PER UNIT (REAR LIP) SHALL BE MAINTAINED FOR PROPER BATTER (I.E. 7 DEGREE CANT FROM VERTICAL). 12.0 GEOGRID5 SHALL BE PLACED WITHIN 1 INCH OF THE FRONT FACE OF THE UNITS AND GEOGRIDS PULLED TIGHT (AFTER PLACEMENT OF THE NEXT COURSE OF BLOCK UNITS) TO REMOVE SLACK AND TO INTEGRATE GEOGRIDS AND UNITS. 13.0 FIELD ADJUSTMENTS OF BLOCK ALIGNMENT MAY BE MADE ON NON -REINFORCEMENT LAYERS WITH THE USE OF SHIMS OR ASPHALT SHINGLES TO RAISE ONE COURSE OF BLOCK BY A MAXIMUM OF 1/4 INCH VERTICAL HEIGHT. DESIGN PARAMETERS: 1 BUILDING CODES: 2015 VIRGINIA UNIFORM STATEWIDE BUILDING CODE (USBC) 14.0 REINFORCED FILL SHALL CONSIST OF GRANULAR SOIL FILL AND 2015 INTERNATIONAL BUILDING CODE (IBC). WITH U5C5 SOIL TYPES GP, GW, GM, GC, 5W, SP OR SM 2 THE WALL PROFILES ARE BASED ON THE EROSION CONTROL PHASE II PLAN, WITH A MINIMUM ANGLE OF INTERNAL FRICTION, OF 28 DEGREES SHEET NO.4 OF 9, DATED OCTOBER 9, 2019, AS OUTLINED IN DESIGN PARAMETERS - NOTE 4. PREPARED BY ROUDABUSH, GALE 6 ASSOCIATES, INC. LOW PLASTICITY CLAYEY SAND (SC), SILT OR CLAY (ML-CL) CAN BE USED 3 WALL DETAILS SHOWN ON THIS PLAN ARE FOR ANCHOR DIAMOND PRO SUBJECT TO APPROVAL BY THE GEOTECHNICAL ENGINEER. SEGMENTAL RETAINING WALL (SRW) UNITS MEETING THE NATIONAL MAXIMUM PARTICLE SHALL BE LIMITED TO 2 INCHES IN DIAMETER. CONCRETE MASONRY ASSOCIATION (NCMA) CRITERIA FOR SRW WALL SYSTEMS. THE FINE FRACTION (MINUS NO.40 SIEVE) SHALL HAVE A MAXIMUM 4 ENGINEERING ANALYSIS BASED ON USE OF STRATAGRID 56200 GEOGRID5. LIQUID LIMIT (LL) OF 40 AND A MAXIMUM PLASTICITY INDEX (PI) OTHER COMPATIBLE GEOGRID5 MAY BE SUBSTITUTED WITH THE APPROVAL OF 20. THE BACKFILL SHALL BE FREE OF DEBRIS AND ORGANIC MATTER. OF THE WALL DESIGN ENGINEER. HIGHLY EXPANSIVE SOILS (MH-CH) SHALL NOT BE USED IN THE 5 THE DESIGN OF THE SEGMENTAL RETAINING WALL (SRW) REINFORCED FILL ZONE. ASSUMES THE FOLLOWING PARAMETERS: 15.0 REINFORCED FILL SHALL BE PLACED IN 8-INCH LIFTS AND Y" Moist FRICTION COMPACTED TO A MINIMUM OF 95% OF MAXIMUM STANDARD SOIL SOIL UNIT WEIGHT ANGLE COHESION PROCTOR DENSITY (ASTM D-698) AND WITHIN + 3 PERCENTAGE CONDITIONS Type (PCF) (DEG) (PSF) POINTS OF OPTIMUM MOISTURE CONTENT. COMPACTION TESTS SHALL REINFORCED FILL Granular or Low Plasticity Soil 120 28 0 BE PERFORMED AS THE WALL IS INSTALLED. COMPACTION WITHIN RETAINED SOIL SC-CL, 5M-ML 120 28 0 3 FEET OF THE WALL SHALL BE LIMITED TO HAND -OPERATED EQUIPMENT. FOUNDATION SOIL 5C-CL, SM-ML 120 28 100 16.0 A VIBRATORY PLATE TAMPER SHALL BE USED TO DEN5IFY NO. 57 STONE. COMPACTION TESTS CAN BE WAIVED 6 SOIL STRENGTH PARAMETERS ARE BASED ON USE OF GRANULAR OR LOW WHERE NO. 57 STONE IS USED AS REINFORCED FILL. PLASTICITY SOIL IN THE REINFORCED FILL ZONE. ON -SITE GRANULAR 17.0 CONTRACTOR SHALL SLOPE SITE GRADES TO DIRECT SURFACE OR LOW PLASTICITY SOIL CAN BE REUSED FOR FILL PROVIDED THE SOIL IS RUNOFF AWAY FROM WALL AT END OF EACH DAY TO AVOID PLACED IN 8-INCH LIFTS AND EACH LIFT IS COMPACTED TO A MINIMUM OF WATER DAMAGING THE WALL WHILE UNDER CONSTRUCTION. 95% OF MAX. STANDARD PROCTOR DENSITY, AND WITHIN+ 3 PERCENTAGE 18.0 ANY SURFACE DRAINAGE FEATURES, FINISH GRADING, PAVEMENT, POINTS OF OPTIMUM MOISTURE CONTENT, USING PORTABLE COMPACTION OR TURF SHALL BE INSTALLED IMMEDIATELY AFTER THE WALL I5 EQUIPMENT. COMPLETED. DO NOT USE HIGH PLASTICITY CLAY (CH-MH), ROOTS OR TOPSOIL IN REINFORCE 19.0 IF SITE AND SOIL CONDITIONS, WALL GEOMETRY, OR WALL ZONE. ANY SOFT, SATURATED SOIL ENCOUNTERED IN SUBGRADE SHALL BE LOADING ARE DIFFERENT THAN THE DRAWINGS AND THE DESIGN UNDERCUT AND REPLACED WITH CRUSHED STONE TO STABILIZE THE PARAMETERS, THE CONTRACTOR MUST CONTACT THE WALL DESIGN FOUNDATION 5UBGRADE OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER. ENGINEER PRIOR TO PROCEEDING WITH THE CONSTRUCTION OF THE WALL. 20.0 DETAIL FOR HANDRAIL OR FENCE POSTS AT THE TOP OF THE WALL WALL A - MAX. WALL HEIGHT = 11.33 FEET (INCLUDING EMBEDMENT) IS PROVIDED FOR PLACEMENT OF POSTS. HANDRAIL OR FENCE POSTS WALL B - MAX. WALL HEIGHT = 6 FEET (INCLUDING EMBEDMENT) SHALL BE INSTALLED IN SLEEVE -IT FENCE POST SYSTEM DIRECTLY FRONT SLOPE = LEVEL TO MAX 3H:IV BEHIND THE TOP SRW UNITS WITH AN EMBEDMENT DEPTH OF 24 INCHES BACKSLOPE BEHIND THE WALL = LEVEL TO MAX 2H:IV WITH SLEEVE FILLED WITH CONCRETE TO PREVENT TOPPLING SURCHARGE AT TOP OF WALL (PARKING LOT) = 100 PSF, WHERE APPLICABLE. OF SRW UNITS. 1" Setbocb 7pen Cells Filled With Stone) 1" Rear Lip UNIT CONNECTION DETAIL (Not to Scale) MIN FACTOR OF SAFETY (SLIDING) = 1.5 MIN FACTOR OF SAFETY (OVERTURNING) = 2.0 MIN FACTOR OF SAFETY (BEARING CAPACITY) = 2.0 DESIGN SOIL BEARING PRE55URE = 2,000 PSF (SEE NOTE ON WALL PROFILES) Albemarle County, Virqinia �Circeo Geot (/C� `s echnical OWL R. Engineering, P.C. No. fll1Y15 � Date: A 5956 Buckland Mill Road Roanoke, Virginia 24019 Phone: (540) 366-2379 Project No. I RW-2384 42" Tall Safety Handrail or Fence Post - w/ Sleeve -It Fence -Post Anchoring System Max. 8'-0" O.C. Post Spacing Optional (Handrail/Fence Installation By Others) Cap Unit Secure to Top Unit w/ Concrete Adhesive i 0 �a d 42" Tall Safety Handrail or Fence Post Center of Post Min 24" Behind Top of Wall, Max. 8'-0" O.C. Post Spacing Mnndrnil/Fon�o Tnc+nllntinn Rv nthorcl Min 8" bia. Sleeve or Tube Form Fill Grout Around Post Cut Geogrid Around Sleeve or Tube Form 24" Min F —Filter Fabric - 4 FT Wide ✓� \ N:.M.MVAV �4vv : vv� vvvvv� vv� vv. 24" Min 8" No. Peinforced Fill HANDRAIL POST DETAIL (Not to Scale) Top bia. 7.4" Grout Fill After Post Installation w/ Min 3,000 psi Grout Bottom bia. 9.4" Non -Woven Filter Fabric - 4 FT Wide Mirofi 140N or Equivalent /-Cantilever Base 30.6"L x 15.3"W 12" Soil Cover 23., �— 30.6" Reinforced Fill III I I I SLEEVE —IT S01 FENCE —POST ANCHORING DETAIL (Not to Scale) Optional <'<' Filter Fabric aa> <'<'< >`a`>` 57 V 0OT No. Stone Dvo0 00 00 Ex. Structure 'At Abutment, Alternate Full Unit with Half Unit Every Other Course. Do Not Attach to Structure. WALL ABUTMENT DETAIL (Not to Scale) CGe-otceo 5956 Buckland Mill Road Geotechnical MOM t R. Jill Engineering, P.C. Roanoke, Virginia 24019 N0. OHM F I Phone: (540) 366-2379 Project No. I RW-2384 WALL A 620 618 616 614 612 0 a } 610 N 608 0 606 R j 604 ° 3 w d 602 600 L +° 598 1n 596 594 592 590 GL=6 FT GL=6FT ; TOC = 610.33 TOW = 610.00 GL=8FT GL=8FT GL=8FT GL=8FT TOC = 609.67 TOW = 609.33 r�esrra+��•-�� � I mom �rrrr �r-r� TOC = 609.00 TOW = 608.67 GL- 12 FT. 6I F I I 6IL = I F. GL=12 FT �r GL=12 FT BOW = 608.00 / / 1 GL=12 FT 1 BOW = 602.00 — GL=tOFT BOW = 604.0' I 1 I BOW =600.00 1 GL=l2 FT I 1 I 6u Thick Stone Proposed Grade at Bottom of Wall BOW = 598.00 (LP) Leveling Pad 0� 12 20 30 37.5 48 60 63 70 80 1 I I 1 I 1 1 Station (ft) 1f GL=6FT GL=8FT _I GL=10FT 1 �I I 6L = 12 FT LEGEND ® Cap Unit (4" Height) 0 Anchor Diamond Pro Units (8" Height x 18" Width) Leveling Pad (Min. 6" Thick Stone or Min. 3" Lean Concrete) TOC Top of Cap Unit TOW Top of Wall (Excluding Cap Unit) BOW Bottom of Wall (Including Embedment) 200 • — • StratoGrid 56200 0 4" Drain Pipe to e, 1 3�d 1 0 1 1 1 ENLARGED SITE PLAN Extend To i Tie Into Grade J _ �0*909 M0 9OL9 M1 RETAINING WALL A Sta. 0 to Sta. 120 Viewed From Front Face of Wall n Soil Bearing Pressure = 2,000 • . - ■■ • OW 607.33 Mr rl.r _x_. a r r - r r r - r FM 'rrr.�r��� MMMr-MrMMom Mr-MrMrM MEN � MIN rr-r--rr rr-r-r-r-1 -r-rr-IMEE r-r-�1!!•rrI one _ s�rr•r.______ rrrrrati rrrrr-r Wgm rrra.-r MEN on rrr —ram rra —rr�rrrrr-r rrr^rrr r.-rrrrrl —rr rrr —rrrrrr-r r-..�rr-aooa-vaaooa, rrr- -rr I � BOW r 598.00 (Low Point) BOW = 598.67 1 Drain Pipe to Daylight - 40 FT O.C. (Typical) �:j 87 I 90 300 ISI 120 I I I GL = 10 FT cif GL = 10 Ft ► 8p9... 0"' Sta. 40 20� ° Sta. 100 I• Go 060 M9M• Sta. 87 0809 ;,• \� Sta. 80 .Sta. 63 ta. 60�1► �. O669 M8 O'609 M1 � � I I • WALL A w/ Min 42" Tall Handrail AI .j Circeo Geotechnical f 111CHAfl R. Ci_� Engineering, P.C. R y � No. 021245 Scale: H: 1"= 10 ft. fs�ONAL.ErG`a V:LO4/08/20 o ft. Date: Revision: - Scale: I" = 20 FT 010 20 5956 Buckland Mill Road Roanoke, Virginia 24019 Phone:(540) 366-2379 Project No. I RW-2384 WALL A 20 6 618 616 614 612 610 o � 608 0 606 604 _ N 602 w 600, J s 598 0 596 594 592 ■rWrrrrrWWr I�� WWWr■WWW== WW WW uWW■rWWWWWu IWI, WW■WWWI�WW■IWWWWWI� • �rW . i ■WWlrWWW■rWWWW�,W ■ �� sets,■.etssetwis, WWr I�■���RetiRWr■WW■■rmm.mm. WWW....mmm M.WWW. ■■rWrWiRWr■WW■■WWW■rr■WWW.W WWr '-•—'--'RWr■WWUWWW■rr■WWW ■W WWr e: sl�r ���_��� ���W ■rr■W W W �� W Wr Irr.arrr - r■r �■� :���� WWr■WnrW Wl�a■r - i�r �.I iR•RrRtI RR• W_i■. R•�iR1r 1{Z�WW W �■1���IR9. or Fence = 606.33 606.00 a it e W � = 603.33 = 602.00 of Wall • ��W W W Wr■W W����■rMW W W�����W W Wr■W�. �� ���■rFil WW WWW■rArt!fRWWWWWW �-TOC = 609.67WWW■rC•l�■4WWWWWWW RW W W W W W W W W Wr■��. WWW■rl1H:SWWWWWWIR WW WWW■rl.1■Il.WWWWWWW • .•: TOW 609.33WWW■rrnr..WWWWWWW RIWWWW■r¢ar�W �rW .•W WWW■rFJur•W�•W �rWWWWWr■WWWW • .•: •• r■W • ■■WWWW■■r■WWrRI R1W■rWLLlRI •--�i--� _ _ _ �� __!■W W. u■WWWWur■WWWRi WW■riY�RWISWW WW■r•:aAW!'■WW ��� �WW r.�= �• �. . i;�Wu.■WWW�WW■r■Vl WMM ---- Y— MIMWWWu.■r■�G i■.lni TS ��.■�lrr__ �lri�r ��r��Wur■WW. rRWWR1R1 .I. S�rirr R•R•R1R1■r■{■�WWW■■w■�iii�cea�-. ■�i�r■�■YIRWWWWW �WWIRW WWWW■.■!�■r■li�rr .■WW. r■�■�. 17WNW WWW■I■Cj'�iirrr•rr �.ti'ri . • ■wwwowo■w■ it Wr:N. tee_ 600 6" Thick Stone 0 N 598 Leveling Pad 596 I BOW = 602.00 594 BOW = 603.33 1 592 590 Drain Pipe to Daylight - 40 FT O.C. (Typical) Sta. 40 1 b Sta. 60 Sta. 63OF �m 1 ENLARGED SITE PLAN �o6 .� o o � \ *0. Stu. 120 Sta. 80 Sta. 100� 1 Sta. 87 — ` (f) 596 ' 1 1 1 Min 42" Safety Handrail or Fence WA " �ii • .•� >��R1WWW■W1 lWffWW• .• •• RWWW�WW I I Proposed Grade at Bottom of Wall BOW = 600.67 (Low Point) ❑p 10 20 22.5 30 40 50 57 60 I ■ Station (ft) I-411- 6L=6FT - - 66FT _1 6L=4FT LEGEND ® Gap Unit (4" Height) 0 Anchor Diamond Pro Units (8" Height x 18" Width) Leveling Pad (Min. 6" Thick Stone or Min. 3" Lean Concrete) TOC Top of Cap Unit TOW Top of Wall (Excluding Cap Unit) BOW Bottom of Wall (Including Embedment) 200 ' — ' Stroto6rid 56200 GL 0 4" Drain Pipe to RETAINING WALL A Sta. 120 to Sta. 154 RETAINING WALL B Sta. 0 to Sta. 69 Viewed From Front Face of Wall [Design Soil Bearing Pressure = 2,000 0 ,elt Sto. 22 Me M1 Me Mt ii' Sto. 154 Sta. 140 <A tw WALL A w/ Min 42" Tall Handrail 209, �a5 Sta.An / 0 9- 9 Me )9 M1 Sta. 69 / `" WALL B Scale: 1" = 20 FT w/ Min 42" Tall Handrail 0 10 20 ENLARGED SITE PLAN Georgetown H) Albemarle Count) MCWR R. CiRI No. 021245 Circeo Geotechnical Engineering, P.C. Scale: V: 1"= loft. Scale: 1" = 20 FT 0 10 20 dl dS X 5956 Buckland Mill Road Roanoke, Virginia 24019 Phone:(540) 366-2379 Project No. I RW-2384