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ARB202000073 Plan - Other (not approved) 2020-06-15
GENERAL NOTES JPA TOWER INVESTORS LLC PO BOX 5509 CHARLOTTESVILLE, VA 22905 2415 DEVELOPER: HUNTER E CRAIG COMPANY 1900 ARLINGTON BOULEVARD CHARLOTTESVILLE, VA 22903 (434) 974-4500 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 (434) 293-3719 TAX MAP NO.: 06000-00-00-025AO COB17/568 TOTAL PROJECT AREA: 3.89 ACRES TOTAL NOTE: A BLA IS BEING PROPOSED WITH THIS SITE PLAN TO RELOCATE THE PROPERTY LINE THAT CURRENTLY PASSES THROUGH ONE OF THE EXISTING BUILDINGS. THE NEW PROPERTY LINE WILL BE LOCATED JUST TO THE WEST OF THE BELL -AIR MARKET BUILDING, AS SHOWN ON THIS PLAN. THE PROPOSED BLA WILL ADD AN ADDITIONAL 0.91 ACRES FROM TMP 60-25B TO THE PROPERTY (TMP 60-25A), WHEN COMPLETE. NO IMPROVEMENTS ARE PROPOSED WITHIN THIS 0.91 ACRES. THE PROPERTY LINE ADJUSTMENT (AS REQUESTED BY STAFF) IS THE ONLY MODIFICATION ASSOCIATED WITH THIS AREA. NEW TOTAL PROJECT AREA (AFTER BLA): 4.80 ACRES ZONING: C-1 COMMERCIAL ZONING. THE PROPERTY IS ALSO SUBJECT TO THE AIRPORT IMPACT AREA (AIA), ENTRANCE CORRIDOR (ARB), AND STEEP SLOPES OVERLAY DISTRICTS AS DESCRIBED IN SECTION 30 OF THE ZONING ORDINANCE. THIS PARCEL IS ALSO SUBJECT TO THE ACTION OF A SPECIAL USE PERMIT GRANTED IN 2004 WITH SP2004-00021 FOR A BALLET SCHOOL. TOPO & SURVEY: SURVEY PROVIDED BY ROGER W. RAY & ASSOCIATES IN AUGUST 2019. TOPOGRAPHY IS FIELD SURVEY PERFORMED BY ROGER W. RAY & ASSOCIATES. TOPO FIELD VERIFIED BY COLLINS ENGINEERING IN SEPTEMBER, 2019. DATUM: NAD83, NAVD 88 EXISTING CONDITIONS: RELATIVELY FLAT DEVELOPED SITE WITH (2) EXISTING COMMERCIAL BUILDING, PARKING, AND OUTSIDE GRAVEL STORAGE AREA. THE COMMERCIAL BUILDING PROPOSED TO BE RENOVATED FOR A CHANGE IN USE IS 28,960 SF AND THE EXISTING COMMERCIAL BUILDING THAT SHALL REMAIN (WITH NO IMPROVEMENTS OF CHANGES TO THE CURRENT USE) IS 17,425 SF. PROPOSED: THE EXISTING COMMERCIAL RETAIL BUILDING WILL BE RENOVATED FOR THE FOLLOWING USES: 2,500 SF RESTAURANT 5,000 SF COMMERCIAL RETAIL 18,180 SF COMMERCIAL OFFICE/COMMERCIAL RETAIL 3,280 SF MANUFACTURING/PROCESSING/ASSEMBLY/FABRICATION TOTAL SQUARE FOOTAGE: 28,960 SF EXISTING BUILDING TO REMAIN WITH CURRENT USES: 2,465 SF MEDICAL OFFICE 6,800 SF BALLET SCHOOL 8,160 SF COMMERCIAL OFFICE TOTAL SQUARE FOOTAGE: 17,425 SF WATER SUPPLY PROTECTION AREA: N/A WATERSHED / WATER RESOURCE AREA: RIVANNA RIVER DRAINAGE BASIN ALLOWABLE DENSITY: N/A PROPOSED DENSITY: N/A GREENWAY DEDICATION: N/A - EXISTING PAVED PATHWAY ON THE PROPERTY TO REMAIN BUILDING HEIGHTS: EXISTING (1) STORY BUILDING TO REMAIN. MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 65 FEET. NOTE: HEIGHT OF BUILDING OVER 40 FEET OR 3 STORIES SHALL PROVIDE A STEPBACK PER SECTION 4.20. EXISTING BUILDING HEIGHT = 18' SETBACKS: FRONT SETBACK: 10' BLDG. MINIMUM FROM R/W OR EXTERIOR EDGE OF SIDEWALK IF SIDEWALK IS OUTSIDE R/W. 30' BLDG. MAXIMUM FROM R/W OR EXTERIOR EDGE OF SIDEWALK IF SIDEWALK IS OUTSIDE R/W. 10' MINIMUM FOR OFF-STREET PARKING OR LOADING SPACES FROM ANY PUBLIC STREET R/W. SIDE & REAR SETBACK: MINIMUM: IF THE ABUTTING LOT IS ZONED RESIDENTIAL, RURAL AREAS, OR THE MONTICELLO HISTORIC DISTRICT: (I) NO PORTION OF ANY STRUCTURE, EXCLUDING SIGNS, SHALL BE LOCATED CLOSER THAN 50 FEET FROM THE DISTRICT BOUNDARY; AND (II) NO OFF-STREET PARKING OR LOADING SPACE SHALL BE LOCATED CLOSER THAN 20 FEET TO THE DISTRICT BOUNDARY. IF THE ABUTTING LOT IS ZONED COMMERCIAL OR INDUSTRIAL, ANY PRIMARY STRUCTURE SHALL BE CONSTRUCTED AND SEPARATED IN ACCORDANCE WITH THE CURRENT EDITION OF THE BUILDING CODE. MAXIMUM: NONE STEPBACKS: FRONT - FOR EACH STORY THAT BEGINS ABOVE 40 FEET IN HEIGHT OR FOR EACH STORY ABOVE THE THIRD STORY, WHICHEVER IS LESS, THE MINIMUM STEPBACK SHALL BE 15 FEET. SIDE & REAR: NONE PRIVATE TRAVELWAYS: CURB & GUTTER TRAVEL WAYS UTILITIES (WATER AND SEWER): COUNTY PUBLIC WATER AND SANITARY SEWER AGRICULTURAL/ FORESTAL DISTRICT: NONE EXISTING VEGETATION: TREES ALONG THE WESTERN PROPERTY LINE AND (3) LARGE TREES ALONG THE SOUTHERN BOUNDARY. ADDITIONAL LANDSCAPING AND VEGETATION ALONG THE NORTHERN PROPERTY LINE. LIGHTING: SEE LIGHTING PLAN SHEET 10 FOR CHANGES TO THE BUILDING AND PARKING LOT LIGHTING. ALL PROPOSED LIGHTING SHALL COMPLY WITH REQUIREMENTS OF SECTION 32.7.8 & SECTION 4.17 OF THE ZONING ORDINANCE. LANDSCAPING: A LANDSCAPING PLAN IS PROVIDED WITH THE FINAL SITE PLAN IN ACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE SECTION 32.7.9, SEE SHEET S. STREET TREES SHALL ALSO BE INCLUDED WITH THE LANDSCAPING DESIGN TO INCORPORATE STREET TREES EVERY 40' ALONG THE ROADWAYS. TRASH RECEPTACLES: A PROPOSED TRASH DUMPSTER IS PROPOSED ON -SITE FOR TRASH SERVICE FOR THE BUILDING. PHASING: THIS SITE SHALL BE DEVELOPED IN ONE PHASE. PARKING REQUIRED: RESTAURANT: 2,500 SF x 13 SPACES/1000 SF = 33 SPACES RETAIL: 5,000 SF x 80% x 1 SPACE/100 SF = 40 SPACES COMMERCIAL OFFICE/RETAIL: 28,805 SF x 800/o x 1 SPACE/200 SF = 115 SPACES BALLET SCHOOL: 8 PARKING SPACES MANUFACTURING/PROCESSING/ASSEMBLY/FABRICATION: 1 SPACE/EMPLOYEE ON THE LARGEST SHIFT (7 EMPLOYEES) = 7 SPACES 1 SPACE/500 SF OPEN TO PUBLIC (500 SF) = 1 SPACE (2 SPACES MIN. FOR CUSTOMER PARKING) GAS STATION/RETAIL (TMP60-25B): 2,350 SF x 80% x 1 SPACE/100 SF = 19 SPACES TOTAL PARKING REQUIRED: 224 SPACES REQUIRED PARKING PROVIDED: TOTAL PARKING SPACES PROVIDED = 224 SPACES (96 EXISTING PARKING SPACES AND 128 PROPOSED PARKING SPACES - 22 PAVERS, 99 NEW ASPHALT, 7 NEW STRIPED ON EX ASPHALT) NOTE: THERE WILL BE A PARKING EASEMENT ON THE TMP60-25B PARCEL FOR THE EXISTING 15 PARKING SPACES BEHIND THE RETAIL STORE. J >\ 3 6 \ \ TEMP �11NSTR. 6 \\ \ IVY ROAD COMMERCIAL REDEVELOPMENT PLAN R=2962.75 FINAL ARB PLAN SAMUEL MILLER MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA SHEET LAYOUT GRAPHIC SCALE SCALE: 1" = 60' 0 30 60 120 �a �a PiRC�q \Q e<FCTRC \o iD,e /'OIyF \o �6? 46COMp \e ®l\ -SF'P4 \Q\f T.M.P 60-25 ROSSER ASSOCIATES D.B. 1083-50 v D.B. 635-308 PLAT ZONING: HC HIGHWAY COMMERCIAL 1 USE COMMERCIAL OFFICE \ r 7 /. ❑ ❑ PROPOSED 1z80 SF OF MANUFACTURING/ PROCESSING/ ASSEMBLY/ & FABRICATION / - 'T PROPOSED i8,i8o SF COMMERCIAL OFFICE/RETAIL T.M.P. 60-24A UNIVERSITY OF VIRGINIA FOUNDATION D.B. 5184, PG.139 ZONING: RA USE: RURAL/RESIDENCE NOTE: LAST (4) SPACES DO NOT COUNT TOWARD OVERALL PARKING o� Nx ( IN FEET ) I inch - 60 ft. EXISTING 0 MEDICAL OFFICE EXISTINGi SPACE BALLET SCHOOL (�,465SF) (6,800 SF) F I � 06 I o O EXISTING I OFFICE SPACE i4 s�o ' 8,i6o SF I © I N/ P��/ - - �- \ PROPOSED g,000 SF PROPOSED ,Soo SF \ COMMERCIAL RETAIL RESTAURANT -- \ ' EXISTING _ � -- GAS STATION/ --� �- \ ; CONVENIENCE - STORE \ l ''350 SF \ L____t_J L 1 > ----1 - � _ - _ _ -f- � �A.. - - _ 13 T-. � it _ - 0 n • • �-. Low _ _ _ - - ----=__ _-__ _ -------_- -- 97 -- of �� v >� ,' � � _•�_- _-__ 1t orE�----- -- --- -95tEQ0IF AF -- - - - POLE _ - - - - �s WATER LINE & (D.B 1560 435) ------------- _----- ---------------------------------- a�------- -- T.M.P. 76C-A-01 T.M.P. 76C-B-01A - - 1 CANTERBURY LLC BERRANG, KATHI D.B. 4648, PG.380 D.B. 1998, PG.378 ZONING: R-1 RESIDENTIAL ZONING: R-1 RESIDENTIAL USE: SINGLE FAMILY DETACHED LOT USE: SINGLE FAMILY DETACHED LOT RETAINING WALLS: NO RETAINING WALLS ARE PROPOSED WITH THIS PLAN. A STONE WALL, FOR STREAM BUFFERS/FLOODPLAIN: NO STREAM BUFFERS ARE LOCATED ON THE PROPERTY IN SCREENING PURPOSES ONLY, IS PROPOSED ALONG IVY ROAD ADJACENT TO THE ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION PROPOSED PARKING LOT. ORDINANCE. THE PROPERTY ALSO DOES NOT LIE WITHIN THE LIMITS OF A 100-YEAR FLOODPLAIN, PER FEMA MAP NUMBER 51003CO267D ADOPTED FEBRUARY 4, 2005. NO IMPACTS ARE PROPOSED FOR ANY RECREATION: N/A STREAM BUFFERS OR 100 YEAR FLOODPLAIN LIMITS WITH THE REDEVELOPMENT OF THE PROPERTY. THE PROPERTY IS NOT LOCATED CRITICAL SLOPES: MANAGED STEEP SLOPES ARE EXISTING ON SITE AS SHOWN ON THE PLAN. NO WITHIN A STATE DAM INUNDATION ZONE OR FEDERAL DAM IMPACTS TO MANAGED SLOPES ARE CURRENTLY PROPOSED WITH THE DEVELOPMENT. INUNDATION ZONE. BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THE SITE. LAND AREA: (TMP-6025A WITH PROPOSED BLA ADJUSTMENT) - TOTAL ACREAGE (4.80 ACRES) EXISTING BUILDINGS: 46,385 SF - 1.06 AC. (22.2%) PROPOSED PAVED PARKING AND TRAVELWAYS: 48,753 SF - 1.12 AC. (23.3%) SIDEWALKS: 5,013 SF - 0.12 ACRES (2.5%) EXISTING PARKING AREA/GRAVEL STORAGE: 46,450 SF - 1.06 ACRES (22.1%) OPEN AREA / LANDSCAPING AREA 62,487 SF - 1.43 ACRES (29.9%) IMPERVIOUS AREAS: 146,601 SF (3.37 AC) TOTAL PAVED PARKING AND CIRCULATION AREA: 100,216 SF STORMWATER MANAGEMENT: 2.52 ACRES DISTURBED. THE SITE DECREASES IMPERVIOUS AREA WITHIN THE DISTURBED ACREAGE. THE POST -DEVELOPMENT TP LOAD REDUCTION FOR THE SITE IS 0.74 LB/YEAR. STORMWATER MANAGEMENT FOR THE PROPOSED IMPROVEMENTS ON THE SITE AND WATER QUANTITY REDUCTION SHALL BE ACCOMMODATED WITH ONSITE FACILITIES. THESE FACILITIES, SHALL INCLUDE PERVIOUS PAVERS AND LANDSCAPED GRASS DRY RETENTION AREAS. ADDITIONAL WATER QUALITY NUTRIENT CREDITS MAY BE UTILIZED TO ACHIEVE THE NECESSARY REMOVAL RATES FOR THE DEVELOPMENT. A FINAL WPO AND VSMP PLAN SHALL BE SUBMITTED FOR REVIEW AND APPROVAL, PRIOR TO LAND DISTURBING OPERATIONS AND PRIOR TO FINAL SITE PLAN APPROVAL. NOTE: ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. hFdrrq! D/Orr He`0�5 a® St. Anne's-Belfield [1 School Belfleld Campus W QNRAO Central Development Laboratory Roy Wheeler Realty Co p C. 0 z 0 Atlantic Research Group !9909 SUBJECT AREA PedUnive-'.'. of Charl pa The Market at Be�llair Q Greg Leffler - State Farm o` Faulconer Construction Co., Inc r s� �.� n O ® IrA DlplyYR ' Printing & s Copying Services m,C�e9 s Club Q ` 250 University of Virginia Police Department Teague F,,.--i C VICINITY MAP SCALE: 1" = 1000' LEGEND ROADS EXISTING CUL VERT A DROP INLET & STRUCTURE NO. CURB CURB & GUTTER PROPOSED ASPHALT PROPOSED CONCRETE PROPOSED PAVER (IMPERVIOUS) BENCH MARK VDOT STANDARD STOP SIGN 200EXISTING CONTOUR SHEET INDEX SHEET COVER SHEET 1 EXISTING CONDITIONS & DEMOLITION PLAN 2 LAYOUT AND UTILITY PLAN 3 GRADING & DRAINAGE PLAN 4 LANDSCAPING PLAN 5 NOTES & DETAILS 6 NOTES & DETAILS 7 UTILITY & DRAINAGE PROFILES 8 DRAINAGE MAP & CALCULATIONS 9 LIGHTING PLAN 10 TOTAL SHEETS 10 NOTES: CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE A CONFLICT, AND UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS. THE CONTRACTOR MUST LOCATE ALL SURFACE AND SUB -SURFACE UTILITIES PRIOR TO ANY WORK ONSITE. ANY SIDEWALK AND/OR CURB DAMAGE IDENTIFIED IN THE SITE VICINITY DUE TO PROJECT CONSTRUCTION ACTIVITIES AS DETERMINED BY THE VDOT INSPECTOR SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. SIDEWALK WILL BE REPLACED AT THE DIRECTION OF THE VDOT INSPECTOR. ANY EXISTING SIDEWALK THAT IS CURRENTLY DAMAGED AND IN NEED OF REPAIR OR NOT IN COMPLIANCE WITH CURRENT STANDARDS SHOULD BE REPLACED AS PART OF THIS PROJECT AS WELL. IN ADDITION, ANY EXISTING CG-12S ALONG THE PERIMETER OF THE SITE SHOULD BE UPGRADED TO MEET CURRENT STANDARD IF NEEDED. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE CONSISTENT WITH THE MUTCD. ADDITIONAL NOTES: 1. ALL GRASS AND LANDSCAPING AREAS SHALL BE PRIVATELY OWNED AND MAINTAINED. 2. THE STREETS IN THE DEVELOPMENT SHALL BE PRIVATE TRAVELWAY AND TRAVELWAYS AND WILL NOT MEET THE STANDARDS FOR ACCEPTANCE INTO THE SECONDARY SYSTEM OF STATE HIGHWAYS AND WILL NOT BE MAINTAINED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION OR THE COUNTY OF ALBEMARLE. 3. THE PROPOSED DEVELOPMENT SHALL BE SERVED BY PUBLIC WATER AND SEWER. PROPOSED TRIP GENERATIONS: (ITE TRIP GENERATION, 10TH EDITION) 2,500 SF RESTAURANT = 280 VPD (25 VPH AM & 25 VPH PM) 5,000 SF COMMERCIAL RETAIL = 534 VPD (19 VPH AM & 46 VPH PM) 18,180 SF COMMERCIAL OFFICE/RETAIL = 177 VPD (21 VPH AM & 21 VPH PM) 3,280 SF MANUFACTURING/PROCESSING/ASSEMBLY/FABRICATION = 13 VPD (2 VPH AM & 3 VPH PM) 2,465 SF MEDICAL OFFICE = 86 VPD 6,800 SF BALLET SCHOOL = 26 VPD (4 VPH AM & 6 VPH PM) 2,350 GAS STATION (6 PUMPS): 1,467 VPD (96 VPH AM & 116 VPH PM) TOTAL PROPOSED TRIPS/DAY: 2,570 VPD EXISTING TRIP GENERATIONS: (ITE TRIP GENERATION, 10TH EDITION) 28,960 SF COMMERCIAL RETAIL/HARDWARE = 265 VPD (32 VPH AM & 78 VPH PM) 2,465 SF MEDICAL OFFICE = 86 VPD 6,800 SF BALLET SCHOOL = 26 VPD (4 VPH AM & 6 VPH PM) 2,350 GAS STATION (6 PUMPS): 1,467 VPD (96 VPH AM & 116 VPH PM) TOTAL EXISTING TRIPS/DAY: 1,844 VPD TOTAL INCREASE IN TRIPS/DAY: 726 VPD APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT (1#1STT R. LLINS'Z ,�_J Lic. No. 035791 ,1�, 06/02/20 ONAL E����� O I- 00 O z Q J L9 r 0- r11_ Cl? co CIO CY) ce N Q z T/�� V J N 1 N W\< / z LU J J 7 > O lam. J L9O W LU 0i 0 W w zQ � U-)U w J Q w !-1 U \w / O � C)C U D Ul U) W z w o U U J Q Q w O J � � Q O O0 N w J N w a w Lr) JOB NO. 192171 SCALE 1 f'=60' SHEET NO. 1 IRON OUND LEGEND: 0 R=2962.75 fl L=206.85 MH fl 20' \\ a SANITARY _ 6' SEWER ESM T. (D.B. 2706 _ -1 78) EXISTING RWSA 1.2" VCP SANITARY S ERI i ' TEMP. `E LINE �� RON ONSTR. SMT. SET LS (D. 2706y s3°S fl Sp 60/T \ AREA OF EXISTING 47TN/ F fl /IVC \ \ GRAVEL AND S 0 T \ \ GRAVEL PAVEMENT TO BE i E �CTRjC ��C�S \ \ REMOVED � ` R \ INV.IN= -- - - - COMP / \ 562.98 - \ EXISTIN FENCE A/ INV.IN= ENGLOSUE AREA 56 39 TOB� EM QED DI TO v T.M. 60-25A �12' L .y P \ \ AVE 5654 POT A GRAVEL � � CEDAR v,do\ \ \ �.°8 ACRES ° EXISTING . HV Ill!- fl LIGHTPOLE AND ' , S6 =6 \ +,'• v OVERHEAD POWER TOP= 8-.0 V - I V=578.5 \ \ \ C'� \ �;, � � TO BE REMOVED � w w 2 Ln Ln I w w Ln w J 2 FRAME H �fl BLDT Q 0 a PAV D I fl J T � E ICE so uGHT POLE fl PAVED o G I °B ° ,Q WOODEN 20' 20' WA LL CONCRETE L DUMPSTER PAD ® 4F AI'� x x �- G C°0 N C R EGTE` GI NOTE: LAST (2) SPACES DO NOT p0�e COUNT TOWARD THE OVERALL PARKING ? pOLE FORMERLY ° OHE ? STATE OHE�f ' ROUTE 754 PAVED j # (60' RAW) WATER CURB N69°07'00"W # -� METER - _ 128.09 GUARDRAIL / A. \ \ T.M. 6024A- \ UNIVERSITY OF VIRGINIA FOUNDATION PAVED - EXISTING R�vEL 9 , = D.B. 5184, PG.139 GRAPHIC SCALE \ \ ZONING: RA \ EXISTING STORM \TO BE DEMOLISHED AR EXISTING GATE TO USE: RURAL�RESIDENCE - � J 1s s0 = - - - 30 o 3a 1 �` \ \V`6_1 WALL RA BE REMOVED � A V DI� EXISTING fl ( IN FEET ) MANAGED 432 1 inch = 30 ft. _ SLOPES TO EXISTING GRAVEL `:, � 6" PIPE GRAVEL � � I \ ' � � , REMAIN INV.IN= AREA OBE 556.55 REMCVED FOR i > _ I \ - - EXISTING STORM EXISTING PROPOSED / i " o DEMOLISHED AND \ PROPERTY LINE \ �l \�5 i /;,� REPLACED �° TO BE RELOCATED D �s d _ _ ��F of P= TOP=58' 1.9 � INV.IN= - � L - _- - - - � WITH A BLA -- -- ( - ?� IT- Tn Q \ GRAVEL _ 558.9 655 ?7 V= 578. \ I / / WACM NOTE: LAST (4) SPACES DO NOT INV.IN= 12"CMP _ - _ INV.IN= 1 COUNT TOWARD OVERALL PARKING ,. 57.45 T (�� 555.28 1 I �� 2O' PROPOSED BLA - o.9i fl ,. CC�NC_ ,.: °�g ., � 5� C � INV OUT --- - � V. _ - V � I h����uT 1 V _ - �- � 555.50 ���,18 � ACRES TO BE ? ��',, A RIP 6" PLASTIC I B 1 SUBRACTED FROM EXISTING STORM RAP ENTRANCE ENTRANCE e NV IPd=555.68 x x x �_? TMP6o-25BAND \ TO BE DEMOLISHED 562.42 I s 1 OPI 59.8. ADDED TO 60-25A fl 1 STORY VL/ \ 4„ I I : STUCCOS \fl I TREE °° EASEME0 o & BLOCK -CONS RETE �S \ ) \ EXISTING GRAVEL FOR BUILDI G z (5,250 SF) DECK lRq \ AREA TO BE G., ENCROACHMENT ,G �\ REMOVED FOR (D.B. 3919-Y65) O \1 PROPOSEDENTRANCEI RAMWALL Q w / I N w LANDSCAPING 562.43 I BLDG. `� � � �uq I I INV IN DPI 9 m I 555 3 C v, WILLOW 15 4.8 I ENTRANCE I CONC. DI EI Ln 560TQ7 550.06 I POLE S36° Z I CASINGS � l M H I I D 4 S2 00 w METAL DI TOP= - - w / a G F 1 STORY I ��. � �, � ,PLANTER S� 62,E STEPS ° ° �DI z 0 •0 FRAME I BRICK I ENTRANCE N � \ 8 o D -_ _ _ o SIT P-5�J.7 � ����OLE �w (28,960 SF) CONC. (PLANTER S P\S 560 07 ENTRANCE 559.80 I V=,, 9.1 BLDG. Z I Q � w �, TRIPLE � - - - � � 6 AUTO � � � I METAL = \ I - ASH it % 1 RAMP SPKR 1 STORY V �, •� OO BLDG. FRAME u DI 0 2 j EXISTING ENTRANCE BRICK 01 m �, /FLDG MANAGED V I 562.43 PAVED 1 _ 1 (12,175 SF) NEW BOUNDARY T. R 60 25 SLOPES TO \ 1 = 1 OO DI LINE FOR PLA TER i ROBBER ASSOCIATES I D, B. 1 083-50 REMAIN A 1 1 PROPERTY 20' � D.B. 635-308 PLAT �� \ � � I I WOOD �� 1 1 �CONC. ZONING: HC HIGHWAY COMMERCIAL 1 l RAMP O � 560.03 ENTRANCE z4 TOP=�, 1 ➢ 7 ENTRANCE CONC. - ��� BOX USE: COMMERCIAL OFFICE - 1 1 560.03 IN', I V= 56. LID ENTRANCE I NV IIV 55, © H / ICE PAV D 562.40 DI O BOX I EXIST. SAN , G Z �54.5 5�6..�4 g SEWER )�� III I I<,; 1 PAVED T.M. 60-25B T NK o o _ C 2 BB° HT I z WM DI TOP= O-�0POLE � 1 LOT B 559.69 POL POLE \ ENTRANCE 1� DI TO CLEANOIJT PT I 56230 > 1.71 ACRES TB O UL„ rr J�=F P��LE \ I0 EXISTINGPPPPPAVEMENT, 556.77 I B GAS 1 STORY UL o L EXISTING INV B EXISTING LANDSCAPING EXISTING GAS FDC I TO BE REMOVEW y 55 , ° ° METER V OIJT- BRICK, ATM \ ADJACENT TO BUILDING TO METER TO BE I I N \� WATER CON' - � � � ° � 556.24 BLOCK & .BLDG STEP ,. " - BE REMOVED RELOCATED UTILITY S I II - FRAME MAGNOLIAS (�LEAI`�OUT BOX � U' � OVERHAND OVERHANG AVED I � � I ENTRANCE AP ° °B_ °B °P, W00 ' _ I N _�, ° WA BUSHES L - - J � - - J xT I _ I _ _ aE� RETAINING .G OVERHANG YH EXIS ING (6) PAF�KING� , w BOLLARD '" GRAVEL WALL ° GAS PUMPS SPACES TOBE LIGHT EXISTING SANITARY - I MW POLE` _�� C-(1�VED I CO C SEWER LATERAL TO BE I O I REPLACED WITH NEW I I STEPS ETAL 6 PVC SEWER LATER A E BE STO t i lZ IGHT °- CANOPY /_jP - � ,� WILL,1 � 8 � I - F ��LE OAEXISTING CONCI WI L W i _ - - - - - - - - ��E R o ° oHE 2 f° RAMP TO BE ON - I _ ' � �, G oHE? �oHE �G REMOVED 1 � WM � oHE POLE�� I,II I 15" EXISTING ASPHALT �. W 'fr , r O / - -_ PATH TO BE RELOCATED FH 4� ° s, � I � � ILLOW I � � OHE I WATER OHE -i � - '. MANHOLE OAK L -� ---- PALE 2 _ -- URB METER L I WOK [STING TRH B �� PAVE � DI 1P,IVIN Til T0�'- CURB TOPSEALED)6 TO�EMA(N OHE CURB / \- - - - - - ` I F�� _ oHE Op ----- _ IRON _ CI POLE` - - /iy1, SS L=387�304 PEAR j D SdE 70--- WN Sd`J--- �� FOUND D _ - - -- - - ROCK �7 °16 00 - ? n oHE V � W -_ � `-�"�jO- yn SdS Sb'n -OHE _ � 13 [1 � S V J N OUT= - --. - / WALL HE i -OHE I 'd J 7Z3 � W P -'/� -I / OHE ___° TTE _ S'd - - - "� CURB & GuW ,_ - - S�9 _ _ _ U.S. ROUTE 250 IVY qOR p f - ? " _ - - _ 9 _ dB _ _ - - - - - - - - - - - SHOWN AS 80' WIDE ON PLAT IN D.B. -- - - - - - - - - 296 432 n _ - / o ", (l W SdJ WATER LINE wv' IN � �:� _ .�a-o r� �.i ID _ D.B. 1560-435) C lnl I�nnr��. 5U 55 INV 565.54 5 0. EXISTING 4 DI - - - - - GRAPHIC SCALE _ S`)9 VIN-560 '0 Ap FIRE LINE TO BUILDING ELOEVAOT 0 �ROPS 5�23 V- � Sd9 � - NV.IN TE 2`50 (IVY RO 2g6-432 _ 30 0 15 30 60 120 _ ROU D.B• - vpS � •S' TIN EXISTING WATER 80 WIDE ON PLA ` WN ps LATERAL & METER TO SHO BE REPLACED ( IN FEET ) I inch = 30 ft. AP AIR PUMP B BOLLARD CO CLEANOUT DI DROP INLET FC FILLER CAP FH FIRE HYDRANT GM GAS METER LP LIGHT POLE MH MANHOLE MW MONTIORING WELL P POLE PT PROPANE TANK S SIGN TB TELEPHONE BOX UL UTILITY LID WM WATER METER WV WATER VALVE YH YARD HYDRANT OVERHEAD UTILITY LINE FENCE GUARDRAIL e� " 1 ti O� �.. -e C�i SCOTT R. LLINS ,�_) Lic. No. 035791 06/02/20 ����IONAL NI6\ !A 00 M v7 z U) o a �� u') 0 Lu � U 00 o ~ (~ w HCID 0 m Lu a m 0 w N Q 00 0 0 z Q J 0') r 0- ti M M I.I.//J Z C LL N �M} V z 0 H LL W Q z z O Z� =' a > W O J J ' Lu O O Lu> LL w 0 Q wC;6 Za U � � w J z Lu < U ul U) w z 2:O �- � U Zw O(D �- U (n J w 0 Q U) ry O x w J � Q V O > N L J �/� T� w J o N w a u) JOB NO. 192171 SCALE 1 "=30' SHEET NO. 2 SITE PLAN NOTES: w 1. SEE SHEET 2 FOR BOUNDARY DIMENSIONS, METES AND BOUNDS, AND SURVEY INFORMATION. TH � , IRON fl\ O 2. TRASH SHALL BE STORED & COLLECTED IN DUMPSTER CONTAINERS. _ OUND fl _\ 3. CONTRACTOR SHALL VERIFY ALL ROAD, STORM & UTILITY CONNECTIONS VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL Ln NOTIFY ENGINEER OF ANY DISCREPANCIES. _ �. n 0 4. ALL BUILDINGS ARE EXISTING STRUCTURES WITH SLAB ON GRADE FOUNDATIONS. R=2962:75 SCOTT R. LLINSE�; y S. A MINIMUM zo DRIVE LANE (CLEAR OF PARKED CARS) SHALL BE MAINTAINED AROUND THE COMMERCIAL BUILDING. w o \ L=206.85 fl 6. CONTRACTOR SHALL RELOCATE OVERHEAD UTILITIES AND/OR LIGHT POLES AS NECESSARY. CONTRACTOR TO WORK WITH UTILITY COMPANY FOR THE DESIRED fl Ln � �J Lic. No. 035791 - ' LOCATIONS. MH �n 7. CONTRACTOR SHALL REPLACE THE PORTION OF THE EXISTING ASPHALT TRAIL LOCATED ALONG THE FRONT PORTION OF THE SITE AS SHOWN ON THIS SHEET. 14° 20 O6/O2/2O \ \\ \ \a 8. INDIVIDUAL SIGNS WILL REQUIRE SIGN APPLICATIONS AND SIGN DESIGNS WILL BE REQUIRED TO MEET STANDARD SIGN GUIDELINES REGARDING SIZE, SCALE ' _ \ ��Z ��S'IONAL EEC', 20' \ a AND PROPORTION RELATIVE TO THE SIGN BAND AND THE OVERALL BUILDING. SANITARY \ O I 9. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. V \ \° io.ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1:48. ACCESS AISLES SHALL BEAT THE SAME LEVEL AS ERAMF Q o SEWER � ��_V � ESMT. \ THE PARKING SPACE THEY SERVE. - ELDT (D.B. 2706 \ �° UTILITY NOTES: fl 1 78) \ EXISTING RWSA 1.2" VCP SANITARY SEWER F UO \ � 1. A MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & WATER AND SEWER LINES MUST BE PROVIDED. \ L-E ,` z. A MINIMUM 3,S' OF COVER MUST BE MAINTAINED OVER W/L AND S/L. fl ONO. \ LINE CG-2 CURB RON \� 3. A MINIMUM OF 1.S' OF VERTICAL SEPARATION FROM WATER AND SEWER LINES MUST BE PROVIDED. \ SM T. W/z' OVERHANG `SET ° 4• ALL PROPOSED WATER METERS SHALL BE ENCOMPASSED WITHIN AN ACSA EASEMENT & SHALL BE DEDICATED FORa ` A �� CG z CURB Cs a PUBLIC USE. (D. 2706 l z 1 \ \°, '� W/z' OVERHANG ° T�� 5. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING ELEVATIONS OF ROADWAY, CURB & GUTTER PRIOR TO PAV D ° J \ 1_ /I/SR CONSTRUCTING THE EXTENSION OF THE STORM SEWER, SANITARY SEWER, WATER LINE AND PAVED ACCESSES. \ - CG z CURB A ° 0/� CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES SO THAT THE ELEVATIONS OF THE TIE-IN T \\ W/z' OVERHANG0 \ T/ 10 CONNECTIONS CAN BE ADJUSTED ACCORDINGLY. E c�2 H9T.yp. /RG//�/ F�TF� �N / 6. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL TEST -DIG AT LOCATION OF THE EXISTING UTILITIES TO POLE \ fl 18 9 pF //c CONFIRM DEPTHS AND TO ENSURE THE PROPOSED SEWER, STORM AND WATER UP GRADES CAN BE ACHIEVED. z (n 7. A KNOX BOX SHALL BE PROVIDED ON ALL BUILDINGS FOR EMERGENCY ACCESS. CONTRACTOR SHALL CONTACT THE --1 ° O FIRE MARSHALL's OFFICE TO DETERMINE THE LOCATION. �I PAVED PROPOSED ASPHALT 8. ALL CONNECTIONS TO RWSA MANHOLES SHALL BE WATERTIGHT AND MADE WITH A FLEXIBLE RUBBER BOOT. \ fl v \ 9 PARKING LOT B wF \ 9. ALL CORING METHODS, THE CORING CONTRACTOR AND ALL MATERIALS FOR CONSTRUCTION SHALL BE APPROVED (n p R w / \ P. (o 20 0 ° BY RWSA IN WRITING PRIOR TO CONSTRUCTION. WOODEN zo' z0 \° o u (✓ \ \\ ti \' 16�0MpgN �\ 1o.RWSA ENGINEERING STAFF SHALL BE PRESENT FOR ALL CORES INTO THE MANHOLES. CONTACT RWSA WALL CONCRETE \ Oz O� Y Fq ENGINEERING A MINIMUM OF 3 BUSINESS DAYS IN ADVANCE TO SCHEDULE A CORE OF A MANHOLE. ° ' 1 \, DUMPSTER J O Q SFMF llZASS PUMPING MAY BE REQUIRED AT THE SOLE DISCRETION OF RWSA STAFF. 8 F PAD O, N R /V 12. GRO_O G OF THE MANHOLE BENCH OR INTERIOR MAY BE REQUIRED, AT THE SOLE DISCRETION OF RWSA STAFF, O X w T.M. 60-25A X V1 oc � \ / FOR A SMOOTH TRANSITION OF FLOW. C'ONCREaTE - m \ 3 R \ LOT A Ty O T F' 13. EXISTING MAN ES SHALL BE BACKFILLED TO ORIGINAL GRADE TO THE SATISFACTION OF RWSA. -- - _- \+ U) .89 ACRES P �Q ,. 14.ALL WATER LINES,ER LINES AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL p - -6 NOTE: LAST (z) SPACES DO NOT p > co \ \ INSPECTION PERFORMEC THE BUILDING DEPARTMENT. OLE COUNT TOWARD THE OVERALL PARKING OLE FORMERLY < O \ 5 \ 15. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLILC NUISANCE AND NOT OVER o82 VPD STATE W < CG-z CURB "( e oHe - -zoHE ROUTE 754 CG z CURB `� r SIDEWALKS. (60' RAW) ILL_-- W/z'OVERHA° CG-zCURBPROPOSED1o'x° _ PAVED y� #�,: W/z' OVERHANG ,R �� DUMPSTER PAD WITHO, N69°07 00"W # � T.M. 60-24A `HATER CURB 28.09 T WOODEN ENCLOSURE ° - G ENTRANCE _ yp UNIVERSITY OT VIRGINIA FOUNDATION I�FETER WITH1o'x1z' SITE TO "� �- GUARDRAIL D.B. 5184, PG.139 --- j'ti6�Q- O ��Q CONCRETE APRON ZONING: RA JA SEE DETAIL SHEET? USE; RURAL/RESIDENCE O F_ WALL o ` _ - -- 9 d - d_-------- / TYP. R �� TYP J,� �� PARKING AREA FLUSH s, -------- S `� fl �/ WITH SIDEWALK � r � w c�.i \ \ CG-z CURB / z SHALL INCLUDE 00 \ PROPOSEDPAVED o oCD BUMPER BLOCKS � \ ( \ \ PARKING AREA I 1 432 CG-1z '� 3'R Az \, � � 3' R ✓t: O �L �o ° \ W 9' 9 1g �?' IRON \ NOTE: MECHANICAL EQUIPMENT SHALL BE LOCATED ON O \ v \ TYP. TY O CG-22 rCG 1� N� - FOUND a THE ROOFTOP OF THE EXISTING BUIILDING. VISIBILITY OF NEEDED FIRE FLOW CALCULATION: i O \\ o I r - -I_. CG-2 CURE ALL MECHANICAL EQUIPMENT SHALL BE ELIMINATED FROM z \fl THE ENTRANCE CORRIDOR WITH THE USE OF PARAPET NFF- C O �+ \ �� \ \� I I ��wALL - - --- WALLS. SEE ARCHITECTURAL PLANS. Q -( )( )[ (X+F)] = 3,o63 x 1.z5 x [i+(o.o6+0)] = 4,058 GPM x 0.50 (SPRINKLERS) = z,oz9 GPM NFF y� \ CROSSWALK I I I J �_ _ �, NOTE: LAST (4) SPACES DO NOT CG-z CURB 6 CONC. CG-z CURB CG-12 y5 COUNT TOWARD OVERALL PARKING °\ \O6'CONRETE W/z'OVERHANG SIDEWAL 'B B BI ° I C=18F(A)A0.5=18*1.o*z8,96o^0.5 = 3,o63 L PAVEMENT 20' CONSTRUCTION TYPE - CLASS II MASONRY CONSTRUCTION (MILL/OVERLAY) a M MM A=1 FLOOR X 28,96o SF= 28,96o SF �z O = OCCUPANCY FACTOR = 1.2OR C- RAPID BURNING io ) ENTRANCE O X X X X \ 5 5 O - AREA RESERVED FOR X=o.o6 FOR 70' AWAY BUILDING EXPOSURE OVER 1-10o FEET \ ENTRANCE 562.35 O P=o FOR UNPROTECTED OPEN COMMUNICATIONS MECHANICAL 562 4- 9 PROPOSED EQUIPMENT (SHALL PROPOSED (z) LOADING AREA TYP. - O 5o% REDUCTION IN NFF FOR AUTOMATIC SPRINKLERS O \ xz5 SPACES (iz'' MIN. W�zS' - STRIPEDd- �,, \\ BE SCREENED AS 8 HEIGHT MIN.) PROPOSED AREAS: 1PARKING SPACES (� REQUIRED) 12'x29'AND12'x34' 'I STORY 16'TYP. 20' 18'TYP. PROPOSED z8o SF 47 �� STUCCO a ° \ \ \ RAVELWA 3� � EASEMENT c� BLOCS CONCRETE ���� o� \ OF MANUFACTURING/ > o _ Sy PROCESSING/ FOR BUILDINGS z (5,250 SE) J, D.` DECK T� H N \ \ TYP. ASSEMBLY/& ENCROACHMENT c EXISTING EXISTING D . a / O 0 W \\ CG-z CURB FABRICATION (D.B. 3919-26 ) MEDICAL OFFICE BALLET SCHOOL LINE WITH PROPERTYNEW ��RT 0 \ \ TYP. ENTRANCE SPACE FRAME ` WALL \DST w W N \ \\ (6,80o SF) BOUNDARY LINE w N \ 562.43 (z,465 SF) BLDG. �/ \ _ ADJUSTMENT \�/�C I- Q \ PROPOSED ENTR ENTRANCE CONC. LOADING 1) 1_56006 POL- \ \ AREA (30'x50') 560.07 CASINGS 36 S� O W MIT \ � . = On,, ,., r w _I \ PROPOSED HEAVY STORY META NO PARKING PLANTER ��p O \ \ �Ln DUTY ASPHALT BRICK STEP._, FIRE LANE MARKERS � ��=° I � z `` � �> , • �86 �0 FRAME \ ~_° J %ENTRANCE / N w \ S TRAVELWAY t_J ENTRANCE N OLE \\ A (28,960 SF) CONC_ EXISTING PLANTER S EPS 1O, � �, BLDG. Z \ \ ASPHALT 18' AUTO r `� METAL _ W _j Q PROPOSED 18 i8o SF TYP. SPKR 1 STORY rn 11 (9 ���� BLDG. FRAME U W J COMMERCIAL OFFICE/RETAIL ENTRANCE PAVEMENT RAMP °= BLDG. Q BRICK rm ' \ T.M.P 60-25 ✓ ;D ° 562.43 \ - \ PAVED �4 20' (12,175 SF) i8 ACCESSS & PARKING PLA TER � _j / \L9 W ROBBER ASSOCIATES \ \ •^ PROPOSED � �' EASEMENT �(� J D.B. 1083-50 \ \ CG-z CURB zo' / 0 �--� D,B. 635-308 PLAT \ \ PARKING AREA FLUSH 11 z6' I 20 EXISTING EXISTING 9 TYP. CONC. / Q W J \ ZONING: HG HIGHWAY COMMERCIAL \ \ - 07 i8 ENTRANCE BOX z Z �/ ( � WITH SIDEWALK 560.03 - (4) � LL USE: COMMERCIAL OFFICE \ \ OFFICE SPACE ENTRANCE / \ o ENTRANCE SHALL INCLUDE 18' 8,i6o SF `>60-03 9, © H LID ICE PA41D U 0, EXIST. SAN �E�W ,° ° BUMPER BLOCKS i �/ PAVED - 0 ° °B BOX AY 562-4C� 9 g SEWER \ TRA �z T, P 18 �i T.M. 60 25B - TYP. T NK_ B B ° D IoUGHT �. a 6 CONC. ' _� / j Q \ \ SIDEWALK PROPOSED 5 000 SF PROPOSED z 50o SFA ' TYP. !� 1O LOT B PO - - - - 016 POLE \ i \ COMMERCIAL RETAIL RESTAURANT ENTRANCE 10 WM / \ PROPOSED6' 562.30 i> £ 2 ' TB EXISTING CLEANOILTPT LIGHT �� 1.71 ACRES O UL ° '_ FENCE \ PROPOSED CG-12 EXIST. GAS METER :0 B B GAS 4 1 STORY UL _ ` A?LE ' LJJ U \ I \ HAND. RAMP CONCRETE SIDEWALK TO REMAIN 24' ° ° METER BRICK, a m GAS STATION/ _ZD \ PROPOSED FDC PROPOSED EXTERIOR ' CONC. 9 CONVENIENCE ATM BLOCK & BLDG ° O PROPOSED � �° POTENTIAL FUTURE \ BRICK PATIO (611 SF) FRAME ° ° U CG-z CURB PROPOSED CG-1z EPS R STORE ul W \ iI �:LEANOUT ' '3'R - - _ PAVED 18�� 2,350 SF ° Q TRAVELWAY HAND. RAMP �E HAN�'_ ' � ENTRANCE �� AP � m ° WOOD �- i \ CONNECTION TO �', \ , , , - -� EXISTING TREE �� ' ' °g B B CC J 1' f \ '-- ---' -__� 2_ TO REMAIN ! '------------�' - - - °� ° WAL W G ADJACENT PARCELS -r _ - TO THE WEST \ 1 R - PROPOSED - - - - - �E LLJ RETAINING ° °� L1J 1H D / ACCESS -tC D A - WALL _ O BOLL�D' �R _ _ 25 If? EASEMENT ------_----- --- S L = ° ° 00 L > . 3 ^ / 9, 9, 9, • , i ,. • i 5' C QN C AVFL ----- EXIST�� � £ � � P� EI° \ 2S;Q AScl)PHALT SPHALT __- -- = - - - - - - - o0R PROPOSED - - LOCATI N OF i � C`ONCRE°TE° ° ss -- NEW 6 SAN. D ^^��� -PRQP PAVEMENT - - - -- i Q 3 < N �XfST. FIRE - - - - CG-12 INGRES /EGRESS - - - - - STEP' METAL SWR LAT. - r �LIf�E i - - - - - - - - 9� its,12 E" _ pAE Csl ANOPY PROPOSED BRICK , �LT V IDDT D WI L� W TYP. TY £ 38S VPD 1,o8z VPD _--g OHE \ I /-J- - - f PARKING SPACES WCKr - - o 0 0 c)HE ry / - - LDG S - - - o _ oHe - / 3'R 3o MA-B - - - - - WM O - --- --- X. _ - �_ B ET i 10 A F� �° � PROPOSED HEAVY --- 4 I� - - - - L- 97. W oHE off , _ - 57 EXISTING ENTRA - - - - - FH NCE / -J < _ £ S GENTRANCEWATEF ffnn FA3� DUTY L- `© BL(?Gg ppRKINGSETBACK y, --� ----------- B URB SITE CUR EXI TIN V _ - , O L MANHOLE ,, REMAIN O BTO THE METE! TOP=568.06 _ - - _ 1O iN = RU �- PD URB \ ----W -- w REMAIN - EMAINSITETO - ID SEALED) � - UND ( \ - HEM--OHE _ - - - - - --_ __- C� - - - - - - - u � - W - W - W--___-- �. - _.. _____ __ -_ --___ _-__--- L D �� � O W W W W W W W O ------ O - _ - w _ w _ --�iTc70 -- i)IS ---- N IRON - i.70 POLE ROPOSED _ w _ W = L=387.34 - - - =h, TAf�1C�------- ---- ' FOUND R - _ OHE �W - Sd9 "_' --y� - - - _ -- ' /� �OHE �9 w SGJ Sd- w - �- ----OH `--- = oHE GUTTER W Seo Sd _ _ _ _g - ENTRANCE - - --- - �_ WALL n ,d� T� P EXISTING ENTRA ______=--------- -_ µ� " _ - - = CURg _ _ _ _ _ _ - U.S. ROUTE 250 IVY ROAD I ' - EXISTING STING STORM LIN - w-ww TO THE SITE TO EXISTING CURB CUTS / v \&METER Sd - DISTANCE TO _ _SHOWN AS 80' WIDE ON PLAT IN D.B. 296-432 o N w G REMAIN TO BE REPLACED WITH--- -_ w w v O E S - _ s�9 -LATERAL _ WATER LI N E 8c NEAREST SING, SE = y16' A CONTINUOUS CURB �' _ 1- / �.. INTERSECTION JOB -- PROPOSED MIN. 6' _______ J ARK: No. Sd- w� 192171 � _ _ �_ ROApi PLANTING STRIP ----------- AREA OF WP-z MILL - w-=-sd�-Sda-Sd9- - - IVY 1 -432 AND OVERLAY ELEVATIONODROP Ow-- - - GA_ -Sd„ - - - - -i ROu 250 D.B.296 GRAPHIC SCALE SCALE GAS - SAS = CE=39° - «� U .S. E ON LAT INPROPOSEDS' GAS - _ _ _ P, -'' _ Wlp 50 0 15 30 60 120 II _ GAS - 8O CONCRETE SIDEWALK SHOWN AS 1 =30 PROPOSED FIRE HYDRANT 3.2"x6" T.S.&V SHEET NO. 2-6" 45° BENDS ( I N LI:I-,'I' ) I i1,c>, 0 ft. _ 3 IRON fl =OUND R=2962.75 fl L=206.85 MIT \ 20' \ SANITARY SEWER ESMT. (D.B. 2706 - -178) \ EXISTING RWSAI2" _ VCP SANITARY SEWER F TEMP. \ LINE oT SMT. 14 3 � (D.B. 2706 _PROPOSED TREE PROTECTION FENCING ROW SET reef Csyi " Pre -Development Impervious Areas- Water Quality (Defined by the Limits of Disturbance) Existing Parking 59,773 sf Sidewalk 1,457 sf Public Road 5,208 sf 66,438 sf Post -Development Impervious Areas- Water Quality (Defined by the Limits of Disturbance) Proposed Parking & Circulation 53,464 sf Proposed Loading Area 1,719 sf Sidewalk 5,385 sf Public Road 5,208 sf 65,776 sf Overall Net Increase in Impervious Area -662 sf NOTES: 1. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 2. ALL WATER LINE, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 3. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE. (Within the Proposed LImItS of Disturbance) PROPOSED LANDSCAPED ��Sp GRASS DRY RETENTION BASIN 011 FF 33 CEN��� - 13 E N% F `0� Efl ANC � SCT TRH IL I � s \ o \ 62. oT \ _ -,{ �� CO \ 562.OoEP PROPOSED TREE \ S FMFN � PROTECTION FENCING _ T. M. 6 0- 2 5 A \ LOT A 2' WIDE CURB CUT EDAI 16 AC S WITH RIPRAP / / PROPOSED DRAINAGE DI 2' WIDE CURB CUT WITH RIPRAP EASEMENT TOP=582.0 I V=578.5 fl T.M. 6 0- 2 4 A �5 r \ \ TIE PROPOSED DRAINAGE '�� , UNIVERSITY OF VIRGINIA FOUNDATION 5 .00 ` V - _ INTO EX. 15" CMP STORM D.B. 5184, PG.1 39 3 \ \V A AT EX. DROP INLET ZONING: RA USE: RURAL/RESIDENCE 16B `BALL AP v \ V 2' WIDE CURB CUT ®562.7oEP A \ WITH RIPRAP 562.5oTC 0561.53EP POLE, , - - - 56z.00EP -- ° \ IRON \ 563.27r 5 3.00EP 156z.95 56z.3oT V N �N D \ 6z.8oEP- T 56z.77 P 5 3.5oTC 71� C - --- ° Ili V=5 Q1. I _*� ,1 � - - 5 3-5 � I J - _ =WALL 1 `� �_ � - ,_ � - NOTE: LAST (4) SPACES DON T /\ - - - - XB B 3 - O INV.IN= -- - 559 50 _ _ _ _ 555.28 �� COUNT TOWARD OVERALL PARKING 12 1 2O CDNC / PROPOSED LANDSCAPED .-- J B 558.2 INV OUT= NV_DUT- 555.50 1555.18 GRASS DRY RETENTION BASIN B 4 I ' 6" PLASTIC ' � p ENTRANCE x �' ENTRANCE 562.35 ° NV IN55�.68 i 4; DI X " ' -� -� 2 � � -- 3 5 9.8: n �` UP TIE PROPOSED DRAINAGE I ,I�; � I ' ll��, _, 6.4 \ i ' INTO EX.12" CMP STORM I -" 6 A AT EX. DROP INLET I 1 STORY L i 3 A PROPOSED 28o SF STUCCO ° T 3, 2 EASEMEN� & BLOCK _ CoN'CRETE fl C T o� OF MANUFACTURING/ o -� = / ` \ / FOR BUILDI�IG� _ (5,250 SF) DECK PROCESSING/ T3 \ ENCROACHMIENT c) EXISTING \ \\ , EXISTING ASSEMBLY/ & w ay �NSp �. ; FABRICATION (D.B. 3919-63 MEDICAL OFFICE BALLET SCHOOL ° / fl01n ENTRANCE n � � I � SPACE (6,80o SF) FRAME � � -_ _ _ - WALL TD T�0 \ 562.43 N �� I i2'465 SF) BLDG. INV II Cil _16v4. IIrvIV Ifs= 5 5 , - ENTRANCE CONC. DI s 4.� 560T07 560.06 1 CASINGS I POLE S�Oo PROPOSED TREE ° 3 ^ SW 0 PROTECTION FENCING 3 I 1 DI 4 0' METAL \ 1 STORY STEPS IDI TOP- ] PLANTER �DI� z s�o �8���00 FRAME fl 6 BRICK I ENTRANCE N N DIT P= 9. BLDG. 10 28,960 SE ENTRANCE o ,5 '���OLE 3 � N ( � CONC. (PLANTER S PIS 3 � � 'U V=�, 9.1 L - - - g AUTO - METAL PROPOSED 18,18o SF N�� `'�T_ , _ ° 9 BLDG., 5 sPKR 1 STORY O FRAME \ 2 WIDE CURB CUT COMMERCIAL OFFICE/RETAIL ENTRANCE RAMP BRICK DI DI M BLDG. 3 WITH RIPRAP 562.43 1v (12,175 SF) 1 , / PAVED LA TER T.M.P 60-25 3 ODI ROSSER ASSOCIATES I PROPOSED LANDSCAPED D.B. 1083-50GRASS DRY RETENTION BASIN �, 3 � � 20 1 J, CDNC. D.B. 635 308 PLAT 11 ,• � � , � � EXISTING CONC. ZONING: (HC) HIGHWAY COMMERCIAL 1 r ENTRANCE OFFICE SPACE ENTRANCE 1 TOP=559.36 BOX DYE<L USE. COMMERCIAL OFFICE 560.03 560.03 O INV I = I V= 56 LID ' �° ENTRANCE 8 16o SFICE 4 562.40 I V INV IN= 556. 9 DI © HO BOX P F D / 3. EXIST. SAM 3� - 556.34 SEWER I DJ rl �` Ex'STR PAVED T.M. 60-25B 3 K B B�i PROPOSED 5,000 SF PROPOSED 2,5oo SF I / PARKING WM DI TOP- - 31 LOT LOT B 559.69 PO I \ CONTRACTOR SHALL TAKE CARE WITH THE \ COMMERCIAL RETAIL RESTAURANT ENTRANCE I / TIE PROPOSED DRAINAGE NOUT PT LIGHT 3 3 GRADING ABOVE THE EXISTING 12" CLAY SEWER \ I Q\ / / I I INTO EXISTING DI CAS 1.71 ACRES TP EXISTING C1 E STORY DL U� ' F _Fo 562.30 GAS STATION/ TLE MAIN. THE RWSA SEWER LINE SHALL BE PROPOSED 2' CURB CUT 1 / INV METER BRICK $ 55" I NVOUT= CONVENIENCE - ATM PROTECTED DURING GRADING ACTIVITIES 1 CONF 1B / I ° 556.24 BLOCK 8e BLDG AND MINIMUM COVER REQUIREMENTS E� / / I I I I STORE ° SHALL BE MET. ADDITIONAL PERMANENT 564.5oTc CLEANOUT FIAVED I n I I 2,350 SF FRAME ` 61ooEp OVERHANG LIVE HANG ' ' v � /V ^ � °® ° 1 \ 0 O s 4 ENTRANCE 3 PROTECTIVE MEASURES MAY BE REQUIRED, . , I I _ I ANCE I � j, AP ,. ° ° °g g g � , W00 SUCH AS REPLACEMENT WITH DUCTILE IRON PIPE WA �3 OR CONCRETE ENCASEMENT. 564.4oTC - I � I � ~/ L- - -- - - RETAINING TE I N 56z.goEP BOLLARD° OVERHANG GRAVEL WALL GAS PUMPS TC56y. 3 L 562.TC FENCINGL GT ^ ° CON CRE°TE - 562. 3Ed561 EP MW PILE' ° 563.5oTC 562.7oITC 3 3 I.� I -I / 3 56i.zgEP 3 I _- - STEPS META x i / L / 6 .00EP �� / s 3 12 PQ TANOP 56 .zoTC �rVWM M Ir - - ° OHE? oEP PULE oFiE _ ° \, % -- --- L 97. - _ _ _ 1 , J'i OHE ° RH _ -� �` �_ WATER z / / I _ _ PALE - ' URB METER MANHOLES 3 _ L;I - - B = _ V IN= W I TI �P= CURB � IkE � i ,URB ,� G� i TOP=568.06 I l NZW W- - - - - - - �° _W_ _ _ _ 3� (LID SEALED J - _ _O ie OHE N �L - 95�0 IRON 7 POLE X / JS - L=387.34 _ SdF SCD - -c 1 ��_°,E PEAR / FOUND ROOK °HE _ PROPOSED STORMBO �? SdR Sd_ SdM- -S ) SMM --- - d� �T _ � w! 3 P - - 3, - u _ - NVOUT 3 ' % i - } WALL °HE off°"E n= PROPOSED 'HIGH DECORATIVE d9 Sd GD _ _'3 / _ -°" GUTTER \�. W L FOR SCREENING_CURB CUTf - - cuRe-_ - SHOWN U.S. ROU 250 OAALW ROPOSED 2' �TE IVY R D_ _ - _ _ ----------- - AS 80 WIDE ON PLAT IN D.B. 2 PROPOSED BRICK _ ,T„ �- � , , - _ WATER LINE & _II d J PERVIOUS PAVERS - - 6-432 - 60:55 (D.B. 1560435) SIP°dV DUI= �ssd� PROPOSED 2' CURB CUT - - - - - - MARK, "=�655 5 o S 9 - - _------------ TOP OF DROP INLET --- f j d 9 8 = W - V IN=56o.2 OAD� _ _ _. - -GRAPHIC SCALE Sd9 INV.IN- ---� Y R - - ELEVATION 555 23 GAS =ram U.S. ROUTE 250 �N 0.6.296-432 30 0 �5 3o so rzo CiAS _ - , , - OWN AS BID WIDE ON PLA SHOWN ( IN FEET ) ' 1 inch = 30 ft. 4R. . SCLLINS Z �J Lic. No. 035791 06/02/20 ��SSIONAL NIV 6\ m M I- z U) O a z � 0 wU U � 0 z 0 O ~ J V7 Q LU co �■■� Lr) 0 CID LU a M 0 W (V Q 00 0 0 z Q � L9J r 0- rl- M 00 C Z LL ��// N M Q z 0 H LL W N Q W > z w LU z Q J Z - J > p a- LLI J LU �- w > V Q L9 0~ w z w i--si Q ZQ U � 0 W Q� z w ,- U Q ~ � rr V D Ul 10 w z � ` 0 LLI w z O LL U U J w 0 Q ry O J � � > N T� w J o N w a U) JOB NO. 192171 SCALE 1 "=30' SHEET NO. 4 Conservation Plan Notes: \\ 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO o EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL \ BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE \ CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF R=2962.75 CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED L=206.85 WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT \ STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE _ EXISTING COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT \ TREE LIMITS TREES TO BE PRESERVED AND PROTECTED. 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE \ OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. - 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE EXISTING RWSA (1) PA OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. VCP SANIT SEWER 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE LINE W»�' PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR \ AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING \ DEPARTMENT. A - 7 NOTES: 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. THE PLANTING OF TREES 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 AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. 2. 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. 3. THE LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN THE AREA BETWEEN 2' AND 7' ABOVE GROUND AS CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE LANDSCAPING PLANT SCHEDULE SYM BOTANICAL COMMON NAME SIZE CANOPY (sfl QUANTITY COVERAGE (so TREES UPA ULMUS PARVIFOLIA ALLEE ELM 21/2" cal. 366 7 2,562 PA PLATANUS ACERIFLORA LONDON PLANETREE 3 1/2" cal. 422 5 2,110 AS ROTUNDILOBA LIQUIDAMBAR STYRACI FLUCI FLUA AMERICAN SWEETGUM 21/2" cal. 238 10 2,380 UNDERSTORY TREES \ PEDESTRIANS. ITEA HENRY'S PY PRUNUS YEDOENSIS YOSHINO CHERRY 6-7' ht. 1 99 1 22 1 2,178 EVERGREEN TREES °\ a MG MAGNOLIA GRANDIFLORA'LITTLE GEM' LITTLE GEM MAGNOLIA 6'-8' HT, 54 15 810 PROPOSED TREE \ o PROTECTION FENCING o LANDSCAPING CALCULATIONS: IN ILEX x'NELLIE R STEVENS' NELLIE R STEVENS HOLLY 6'-8' HT, 44 16 704 SHRUBS TOTAL PROJECT AREA 4.8 AC): 209,088 SF AB ABELIA GRAN DI FLORA GLOSSYABELIA 24" ht. min 14 62 868 IV VIRGINIA'HENRY'S GARNET' GARNETSWEETSPIRE 24" h 64 46 2 944 \ CANOPY REQUIRED 10% • 20 909 SF SCOTT R. LLNS' Lic. No. 035791,E 06/02/20 �SSIONAL ��C1 IRON fl o •1 L. min `ET \ C,s� PROPOSED TREE CANOPY: 31,991 SF IG ILEX GLABRA INKBERm0 RY HOLLY 24" ht. in 23 62 1,426 STREET TREES: Ln VB VIBURNUM BURKWOODII BURKWOOD VIBURNUM 30' ht. min 22 62 1,364 \ ♦. - �N TOTAL LINEAR FOOTAGE OF ROADWAY WITH NEW BUILDING: 275 LF 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, S/J _ m SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY \ ,36° D URl TOTAL STREET TREES PROVIDED (1 7ETREES +0(1) EX. TREES EXISTING VEGETATION SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION \ �� S2� J/ Existing trees onsite 14,645 � OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE \ \ 0' i�j��' _, F/�r o /V oz U) TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST \ � Ep / INTERIOR PARKING CALCULATIONS: TOTAL CANOPY 31,991 - EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, ` 78p1 /� p OF NC TOTAL NEW PARKING AREAS AND TRAVELWAYS = 43,015 SIF H- BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY \ \ �., ��C %p ° TOTAL INTERIOR LANDSCAPING REQUIRED (5%) = 2,150 SIF /, DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND \ (1) AS (1) AS (1) Y TR/ �C\ TOTAL INTERIOR LANDSCAPING PROVIDED = 3,738 SF v v � �` ' DOUBLE STRAND #12 GAUGE WIRE � S U � PROTECTED. \ ° C fl WITH RUBBER HOSE & TURNBUCKLES v) \� �Q /J0� �� I --) J�� TREES UP' TO 4" CAL, SHALL BE STAKED U / w 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY \, E \ 2'x2' HARDWOOD STAKE WITH 2-2"x2" HARDWOOD STAKES. p TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED �'' € <b R C� D PROPOSED TREE �\ I / TREES ❑F 4° CAL. ❑R LARGER SHALL BE O H IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE \ 46 M/J CUT & REMOVE BURLAP FROM TOP GUYED WITH 3 EQUALLY SPACED, TWISTED, \ PROTECTION FENCING `� 1/3 of BALL As SHOWN b. ICI EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS \ `\ Ny fl /V AND TURNBUCKLES. LOOP HOSE AROUND j INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER �' E w OR TREE SPECIALIST. \ �:\ \ i '9Spp/ �= \ SCARIFY SUBSOIL T❑ 4" MIN, DEPTH /�' / TRUNK, SLAG WIRES WITH CUURVEY TAPE, \ (1) IN\ \\ € FNT c, MULCH SAUCER \ �� REFER TO SPECIFICATIONS FOR ICI 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF \ T.M. -25A 1 P fi �� �✓ FURTHER INFORMATION TREES TO BE PRESERVED AND PROTECTED, SHALL BE AERATED BY V LOT O �� �o FINISHED GRADE ��, �V� m PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT \ 89 ACR �/ a TREES UP TO 4" CAL, SHALL BE STAKED, W ZONE, THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK i ` vv (4) I � � INV IN= �a TREES 4" CAL, OR LARGER SHALL BE �� Q AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. ��T vv v 564.26 GUYED WITH 3 EQUALLY SPACED y� �� „� � z DI ` TWISTED, #12 GAUGE WIRE WITH HOSE i� �\ �� '-' 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE ?P=_8-.0, v �,, fl a HT. of T AND TURNBUCKLES LOOP HOSE - LUYWIRES WITH RUBBER HOSE AND " _ AROUND TRUNK ABOVE BRANCHES ` TURNBUCKLES 2/3 UP TREE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING ==78 = - e� THE FINAL GLEAN -UP. \ (1) AS IV �� (_ AS SHOWN, FLAG WIRES WITH V v 3) + p III COURVEY TAPE REFER TO SPECS - \ 2"x2" HARDWOOD STAKES, ALIGN (2)IN p / - FOR ADDITIONAL INFORMATDON, TOP OF STAKES 1992 3,3$ V vv %( (1) PYo -� _ _ _ _� AMENDED SOIL MIX / MULCH SAUCER v - -I -III- -III=III III- ��I Source: Va. DSWC Plate 3.384 County of Albemarle Conservation Plan Checklist- To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) 1. The following items shall be shown on the plan: 87 Trees 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; U Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: IZ] All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. El No grading shall begin until the tree marling has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: El Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: ® Such devices shall not adversely affect trees to be saved. 6. Fires: ZI Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: KI Toxic materials shall not be stored within 100 feet of the driphne of trees to be saved. 8. Protective Fencing: ZI Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ® Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: ® 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: Ll When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: El 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 roots. 12. Cleanup: M Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: El Damage trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS HE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. 5/11/2020 OWNER CONTRACT PURCHASER SIGNATURE (DATE.) (DATE) 5/1/06 Page 1 of 1 AS `� - (6) MG �I'�. COMPACTED SUBGRADE /jI� / //4 AMENDED SOIL MIX RIP 4_1- --__ LL RAP Tree Planting and Stakdr,,g Detail � _ II -III -- _ �} -11 I III II II ---_ O Not To Scale w N (7) VB I_I �� CUT AND REMOVE BURLAP FROM TOP T \`, \ (S) PY (1) PA - -I j III , 1/3 ❑F BALL AS SHOWN < CD 00 SCARIFY SUBSOIL TO 4 MIN, DEPTH V �w (1) PY (2) AS _ III III -III -III fl �� COMPACTED SUBGRADE `• III -III: AS (1) PY I \fl •, t , i - _ IRON X (z IN (1 MG I FOUND Evergreen Tre Planting Detail \ D e - z Not To ScaI,e ,, ---- - _ - WALL 15" CMP NOTE: LAST q) SPACES DO NOT IN- -- COUNT TOWARD OVERALL PARKING -- / I ,I I GI TOP= y - RIUN - - ---- - INV. 559.50_ 555.28 - -- - - � ,113 �------------------- -- � € ccaNO`: ,_,�- " : Y _ r- 1 ° II �� O� INv OUT= ; INv ouT '� 20 M �*' { g 5 S. 9 GG NOTE: VISIBILITY OF ALL MECHANICAL EQUIPMENT SHALL (5) MC �- - 5.�0 555.18 BE ELIMINATED FROM THE ENTRANCE CORRIDOR. M LL •6" PLASTIC '� B � � X � N ct<` (4) IN ENTRANCE INV IN=555.68 �� �I II ENTRANCE 562.35 ° 0 1 � 0! I-11 \� � O � } € I I it 562.42 II �=,IG'�1 � �' oT `'�59 8' i I _ t ' I � 8 4 � � ; (� I o Q j 1 STORY F� r-_E ° 7 (20) VB PROPOSED 3,28o SF z `sue II � 1i � ° - l . � STUCCO ° o Q EASEMENT, o BLOCK coNCRETE o OF MANUFACTURING/ A//FOR BUILDING;PROCESSING/ z (5,250 SF) ENCROACHM1iEjNT n EXISTING ASSEMBLY/ & EXISTING \ � _ (D.B. 3919-V65) MEDICAL OFFICE ° O FABRICATION BALLET SCHOOL RT N . a SPACE I� FRAME _ WALL �I ENTRANCE � _-- fl % E NCE � 6 80o SF � / 6 SF BLDG. O ( ,4 5 ) T N 562.4� >� � PA 1 D I IN IN / I \ ' OFF 3 o 0 N z r JJ�. C dV V I N - � J , ENTRANCE DI u-� W 5 5 4.8 EN TR CONC. 1 560.06 � POLE S` �, LLB 560.07 E PROPOSED TREE � CASINGS 1 J S PROTECTION FENCING (5) VB DI 4 2 00, J_ 1 STORY METAL IDITOP= %PLANTER �� S�0 62� z > '156 a3 � � BRICK STEPS `' 0 ° ° 1 PY D; �� _ ENTRANCE DAY DIT.?P=5�9.7V�8' 0 FRAME O 0 (28,960 SF) CONC. �iPLANTER � S P,S -ENTRANCE u° /II V=5 ,9.1,�'OLE BLDG. LU � (2) IN -----I -- - � 6) � `AUTO METAL � W PROPOSED 18 18o SIF BLDG. AS INV( SPKR ,' M O9 i1�dT= � oo COMMERCIAL OFFICE/RETAIL 4rE � �', RAMP 1 STORY �I, a- \ FAA.. � > J I DI BLC ENTRANCE m CE BRICK 56 .43 2 12 175 SF I • IL9 _j 60-25 EXISTING; PAVED - PLA TER 1 ! �/ (r� ASSOCIATES TREE LIMITS DI \,1 Q V 08350 (1) IN S 20' W -308 PLAT �CONC 11 z 11�(p , . EXISTING CONC. _ � I --I HWAY COMMERCIAL (7) VB \ i I I r 7 ENTRANCE OFFICE SPACE ENTRANCE TOP=559.36 BOX U 0- ERCIAL OFFICE 560.03 560.03 �4 IN`-' I V= 56_ LID ENTRANCE ; 8 16o SF © H ICE PAVE l J EXIST. SAN i 562.40 NV IN= 55e SEWER ° ° i �� 554115 PAVED 556.34 DI C 2 B B BOX - - ° ° LIGHT o L T.M. 60 25B _ GHT \ � - T N K 1--I 0 ° ° I PROPOSED 5,00o SF PROPOSED 2,50o SF � z - , WM DI TOP _ _ � ". I T - � I- V, LOT B 559.69 PO LLB l Q ° o I COMMERCIAL RETAIL RESTAURANT ENTRANCELLI - _ CLEANOUT PT `J ° ° \ (�) MG 562.30 I �fl 1.71 ACRES TB EXISTING UL . �- IT SANITARY i INV OU11i= B B GAS GAS STATION 1 STORY a I ° - SEWER i >I 554. METER INVOUT= / BRICK, ATM (n Uj o � (1) PY LATERAL (1o) AB ; CON( - ;° f 556.24 CONVENIENCE BLOCK BLDG J ° (1) PY I EP STORE FRAME �-' ° (1) AS CLEAN OUT ' ° ° o SAVED 11 s ; i 2,350 SF \ OVERHANG OVE HANG ' - (17)1G _ o ° 12 IG ENTRANCE i;; " n ° ©g, °g w . ( I yin g' ° (10) IV --==- : „ / ---�i- ° (1) PYII------- A,-- -' w / iKING B / --------ER------ - H 0 o r ; OV HANG - - - -WALL - Y \' '' _ I �-EXI�TtNG- I �i � RETAINING 10 AB \', _ � U ( ) (�7) AB TREE LIMITS, s° BOLLARD RAVEL \ / C /,� __-----_- � PUMP'J ,° � Cn (1) PY (1) P MW £ POLE, ONC JR€E-PROTEZTION Cb-NC. (6)'1VIB (7) VB - - - FENCIf�G LIGHT STEPS METAL J LLB __ _ J _ (15) AB / / 1 3 3 - - - 12 ��� --- C E - ry ---- - - - - - - - " o CANOPY - s- (3) IV ------ / (1) PY 10) VB - - - o o - E - oHE ( - _ - _� ---------- - - --- - c 1 IG - - - WM WM ry , -7 ' W g HE - - - - - - UR ,I , ° 1I _ FH � tl "• / i - o o o -, --- _� _-I _ INVIN CURB MANHOLE �� � �- ° - - � --- DI T11P TOP=568.06 ° ° 0 4 0 o a ° 3UPJD -- URB W W W -� -W- - - - w N \ ,- 61) (LID SEALED) - -- oHE� oHE W PEA - - - - -------------- - - -W - - w ` - E=6F NI . `,� - _ _ -W - - - - seH - s o H SHSi SeE HH _ •---------------- Ll') E -®ter r W - y!� yq- L �-`' IRON ��� , ,. ,.� �� �. W.:.' ,W = -1-C�JQJV SH9-SH9 _ - H9_Sb''J _SHE ----__ / _ U - - S19vl) -- -------- �SdE� - W _ � FOUND I _ sd o\Vll _ WALL �OHE_�OH_OHE - ( W,IPA W�W�NI _(JCS Sd9-SH2 Sd9==H`_----_----._--- INV OUT -�' _OHE. -W� SH9 y P- off ,' w SdH � ° _ _ - - ---- -- U H G TIER ___--- h 3 OUT LU N w _- - CURS _Sd -S _ Sd_ _ - SHOWN U.S..S. ROAD Sd9= Sy9 _ - - - - - - - - - _--------------- _.._ -- � SyE- _ _ - - - - - - _____ ___ ___ S 80' WIDE ON PAT INIVD.B. 296 432 S WN A w _41 IN o „ WATER LINE & ------ a c=n SdH�sd= _-- _-- ---- JOB NO. B. 560-4------------------- K 192171 (D 35) -f-565.5 �, = �9 - _ - ---------------- CRAP TOP OF DROP INLET SCALE _S"D "°- = �G li\I=Sco S pADif--------- ------ ELEVATION = 555.23 INV.IN=_`1 1' , = . rt�250 (IVY pR n6-432--------- �_ U.S . RO:)Ul LA-T IN D.v 2J 30 0 15 30 60 120 1 ►►=30f - - AS g0,WIDE ON - _ SHOWNSHEET NO. _ ( IN FEET) - - 1 inch - 30 ft. 6 NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MA Y BE REQUIRED A T LOCA TIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13 A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. STD. CG-12 HANDICAP SIGN RAMP HANDICAP SIGN LOCATION (VAN) LOCATION 1 1 FACE OF CURB BUMPER BLOCK PAIN PER ADO 'PAINTED SPEC. TRIPE I MIN. MIN. MIN. (TYPICAL) ACCESSIBLE SPACES HANDICAP SPACE DETAIL NOTE NO SCALE HC PARKING SPACES & ACCESSIBLE ROUTES SHALL BE COMPLIANT w/ ALL CURRENT ADA STANDARDS & LOCAL/STATE REQUIREMENTS s SIDEWALK O 9' 0 4.. 18' 4' I 8' ( T T T 1 HANDICAPPED SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR RESERVED PHYSICALLY HANDICAPPED PERSONS PROVIDE RESERVED PARKING ONE (1) R-7-8 SIGN AT EACH HANDICAPPED PARKING PARKING SPACE INDICATED ON SITE PLAN. SIGN WILL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR MSYMBOL. THE CENTER OF SIGN SHALL BE AT LEAST FIVE (5) FEET ABOVE GRADE, BUT NO HIGHER THAN SEVEN (7) FEET ABOVE GRADE. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" 0 PAINTED BLACK SET IN 12" OF CONCRETE. TOW AWAY TYPICAL ACCESSIBLE SIGNS SHALL CONFORM TO VAN ZONE ADA REQUIREMENTS ACCESSIBLE $100 - $500 $100 - $500 FINE FINE HANDICAPPED PARKING SIGNS NO SCALE Concrete Bumper Block • Concrete: 4,000 P.S.L, Ybraled • Reinforcinx 2 #4 Rebars, 1.5" from bottom" • 72" long, 5" high, 4" wide top, 7&guot wide bottom • (Not drawn 0 scale) I14"1 �� 12" =� IL. 12"I • 314" holes I. IL T"�I 72" ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. Q Q 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NO TED. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED. 6. PA VED, RIP -RAP OR STABILIZA TION MA T LINED DITCH MA Y BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III. 9. ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALLA TION MUST COMPL Y WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ROAD NOTES GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. J. ALL DRI VEWA Y ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NA TURAL WA TER COURSE. EA V/EMEN T 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SS VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, ll, OR 111 PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 Cam? 0.3 GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 9. ENCROACHMENT: POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. 2" SM- SURFAC TYP. NO. 8, 89 OR 9 AGGREGATE IN OPENINGS BETWEEN PAVERS EAGLE BAY AQUA BRIG TYPE 4 "L" 3-1 /8" THICK FOR VEHICULAR TRAFFIC BEDDING COURSE 2" THICK (TYP. NO. 8 AGGREGATE) 4" FILTER COURSE (VDOT No. 57 CLEAN STONE) OPEN GRADED, CRUSHED AGGREGATE �0003( 12" RESERVOIR COURSE (VDOT No. 2 CLEAN STONE) �ooac CRUSHED AGGREGATE BASE COURSE TENSAR TX-5 TRIANGULAR GRID, OR EQUIVALENT IZ NOTE: 1. EACH LAYER/LIFT OF NO. 2 AND NO. 57 STONE REQUIRES A MINIMUM CENTRIFUGAL FORCE COMPACTION OF 53,000. 2. CONSTRUCTION & PREPARATION OF PERMEABLE PAVERS, STONE BASE AND UNDERDRAIN SYSTEM SHALL BE IN ACCORDANCE w/ MANUFACTURER SPECIFICATIONS. 4" PERFORATED RIGID PVC UNDERDRAIN COMPACTED SYSTEM w/ POSITIVE SLOPE (1% MIN.) SUBGRADE BENEATH PAVERS. NOTE: OUTFALL PIPE(s) OUTSIDE OF PAVER FOOTPRINT SHALL BE RIGID NON -PERFORATED PVC PIPE(s) SLOPED TO DRAIN/DAYLIGHT (1% MIN.). PERMEABLE PAVERS PAVEMENT DESIGN NO SCALE NOTES: 1. BECAUSE THE SOIL UNDERNEATH THE PROPOSED LOCATION OF THE PAVERS IS FROM PREVIOUS CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL CONDUCT A GEOTECHNICAL INVESTIGATION OF THE SOIL UNDERNEATH THE PROPOSED PAVERS AFTER FINAL GRADE HAS BEEN ACHIEVED TO DETERMINE THE INFILTRATION AND CBR RATINGS. CONTRACTOR SHALL PROVIDE THE ENGINEER WITH THESE RESULTS PRIOR TO ORDERING AND INSTALLATION OF THE STONE BASE FOR THE PERMEABLE PAVERS TO ENSURE AN ADEQUATE DESIGN. 2. ALL OPEN GRADED STONE LAYERS SHALL BE CLEAN & DOUBLE WASHED IN ACCORDANCE WITH DCR REGULATIONS. "CLEAN" STONE IS SCREENED TO SIZE AND THE BULK OF THE FINES/DUST IS REMOVED, BUT THERE IS STILL DUST ON THE STONE. "WASHED" STONE IS WASHED THROUGH THE SCREENING PROCESS AND/OR MANUALLY WASHED. 3. WHERE UNDERDRAIN CLEANOUTS ARE PROPOSED WITHIN PAVED AREAS & ARE SUBJECT TO VEHICULAR TRAFFIC, CLEANOUTS SHALL BE ENCASED IN 018" CONCRETE FOR THE UPPER 24". THE CLEANOUT FRAME & LID SHALL BE CONSTRUCTED OF CAST IRON, OR A SIMILAR MATERIAL THAT IS STRUCTURALLY FORTIFIED. 2" SM-9.5' SURFACE C 3" BM-25 �i/ /� /� BASE COUF BASE COURSE\\/�\j�/�\//%/\�/\'/%\/\/\ SUB -BASE COMPACTED COMPACTE[ SUBGRADE SUBGRADE ASPHALT PAVING - LIGHT DUTY ASPHALT PAVING - HEAVY DUTY PARKING SPACES DRIVE AISLES NO SCALE TOP OF 4'• 2" R CURB 6" 13" 7- 6' MIN'. L 1' �16" 2' 78 STANDARD CG-6 STONE BASE UNDER OR CURB CURB &GUTTER & CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND/OR BACKFILLING. CG-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES. AREA IN SQUARE YARDS) CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET) GENERAL NOTES: DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS 15 A SEPARATE PAY ITEM AND SHOULD 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR BE SUMMARIZED FOR EACH CURB CUT RAMP. DETECTABLE WARNING SUFACES- PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 12:1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 4B-1 MAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 4• FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IB PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS 50 B THAT ADJOINING FLARED SIDES CAN BE CAST W PUCE AFTER PLACEMENT OF 10i1 MAX PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A 5. REQUIRED BARS ARE TO QU NO, 5 X 8" PLACED T CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MAD -DEPTH OF RAMP FLOOR. MINMLRA PERPENDICULAR CONCRETE COVER 1'/e. 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 5, MIN . M PJ 7. CURB RAMPS ARE TO LOCATED AS SHOWN ON Tiff PLANS OR AS DIRECTED 12 1 BY Tiff ENGINEER. THEY ARE TO BE PROVIDED A7 INTERSECTIONS WHEREVER AN ACCESSIBLE ROOTS WITHIN 7FE RIGHT OF WAY OF A HIGHWAY FACILITY 12.1 MAX � CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, MID SHOULD NOT TYPE B BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL UNOBSTRUCTED, STABLE, FIRM AND SUP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED D USED BY PEDESTRIANS. B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 1 THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK D THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 12`i MAX PERPENDICULAR TO THE CURB. 5. N ,W,)K 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADUCANNOT TRUCK TRAFFIC. REFERTHE TURNING TO STANDARD ECC-133MCOMMEENTS RCIALN EIN RATED RE ((HEAVY 4' MIN TRUCK TRAFFIC) FOR CONCRETE DEPTH. AT 3( , 2" HIGHER THAN EDGE OF PAVEMENT 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT XY(, SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C A 4' x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' z 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME i0 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF ,o .6-2.4 C-C CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE -.I d WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD O O O O O z -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH - THE BACK OF CURB. - O O O O O O O O O O 0 0 - 0 0 0 0 0 0 O O O O O O O LANDING RAMP + 0 000000000000000 �o y o 0 00 0 0 0 0 0 0 0 0 0 0 0 iv 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �? 0 0 0 00 0 0 0 0 0 0 0 0 0 0 I_ 150%-65% OF BASE DIAMETER O O O O O O O O O O p 0 0 0 0 r T-7T RI T1,E R DETECTABLE WARNING o AT BACK OF CURB 0.9"-1.4" I _ VARIABLE FULL WIDTH OF RAMP FLOOR _ SEE NOTE 12. BASE DIAMETER r PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL -,VD❑T SPECIFICATION ROAD AND BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE REFERENCE SHEET 1OF 5 REVISION DATE (GENERAL NOTES) 105 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION CC-!) NOTES( 1. THIS REM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 F CAST IN RACE, 4000 P51 IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS `.1 , IIE ilI 2" R (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH �'• AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH)IN ORDER THAT THE BOTTOM �•• e, OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. : : OTHERWISE THE DEPTH IS TO BE 13" AS SHOWN. NO AD,AUSfMENT N THE PRICE BID IS TO BE MADE D,• D•� FOR A DECREASE OR AN INCREASE N DEPTH. 12 g 5, CG-2 15 TO BE USED ON ROADWAYS MEETING ;A. . A' . THE REQUIREMENTS FOR CG-6 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, L� D.�• D.�• D ' •_ •_ IN THE SECTION ON GS URBAN STANDARDS. e • • D!�TD.�TD D._TD._TD 2" RADIUS n A . IRFi SU o ' �P. • �D. .•A •A •e BASE ,�D.; • P.��D. ie'Lie ie -• ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED D5 502 STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION SURFACE NO SCALE (5' MIN.) 4" CONC. ° a 77,77777X ii 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE A - I PERMISSIBLE CONST. 0' MIN JOINT i /A � TRUNCATED DOMES SEE SHEET IOF 4 FOR DETAILS TANGENT PLAN STD. CG-2 2' 0" BACK OF CURB 12 :1 46: 1 MAX. 20 '1 , . - -4E'1 2' MIN. SECTION A -A NOTE' FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET i OF 4. GR-2, 2A TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY GRADE N PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURD 6" CUPID O 2 4 1 2 S 2 3 5 3 3 6 4 4 & 5 5 10 6 7 14 7 13 15 8 15 15 NOTE' THE RECUIRE0 LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLE55 OF THE SLOPE. NYLOPLAST DRAIN BASIN WITH DOME GRATE (FOR DETENTION CELL) {1. 2) INTEGRATED DUCTILE IRON GRATE TO MATCH BASIN O.D.----- fi VWI MINIMUM PIPE BURIAL DEPTH DER PIPE MANUFACTURER (3) VAR IAB-E INVERT HEIGHTS REC['I MENDATION AVAILAB-E ;ACCORDIWG TO (VIN. VAN U FACTURI N G P LANSITAKE 0 Fz) REQ, SAME AS MIN. SUMP} (M) VARIOUS TYPES C F INLET 8 OUTLET ADAPTERS AVAILABL E: 4" - 30' FOR CORRUGATED HOPE IADS NL' 2," 1ANCOR DUAL WALL, ADSIHANCOR SINGLE'AALL), N•12 HP, PVC SEWER (EX; SDR 35), PVC DAV{EX: SCH 91, PVC C90RfC9U5, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HOPE SHOWN) 1 - B--3D' DOME GRATES SHALL BE DUCTILE IRCN PER ASTM A536 CRADE 70$" N. d T 'PITH H 2 - 8 &'9 004fE GRATES -R ONTO HE DRAIN BASINS Rl 7 E ilSE - a 4'5 OF A P',C COOY O.. SEE ORAPr1NG NFD �11= 1.: {�. ' - DRAIN BASIN 0 BE CUSTOM MAN J=AC URE ACCORDING TO PLAN DFTAIL,. RISERS ARF NFF DEO FOR BASINS OVER 84 %J TO SHIPPIN3 R.ESTRICTICNS. SEEDRAYANGNO.TCD1w1C• & 4 - DRAINAGE CONN ECTICN STUB JONT -,IG-TNESS SFI.LL CONFORM. TO AS'Fa D3212 FOR CORRUGATED HDPE IADS N-12,RUNCOR DUAL IAALL;I, 11.12 HP, & -%.t SEVIER (4'- 24'4 5 -ADAPTERS CAN BE MOUNTED ON ANY ANDLE D' TO 36D', TO DETERMINE VINIMUMANGIFBETWEEN ADAPT€R9MEDRAWNGM .TD01-'1C-01e, 6 - @' - x,' DOME GRATES HAVE NO LOAD RATIN G. (5) ADAPTER ANGLESVAR]ABLE 0" - 360' ACCORDIN G TC PLANS (3) 'VARIABLE SUMP CEPTH ACCORDING TOPJ 18 +6" M!IN. ON 3' • 24", PA ON ©N 3C" 4" vIN tiN9"-E�" t BASED ON (MANUFACTURING REQ. V MIN ON 3V 2"-30' Lr �- SEE 'RISER FOUNDATION NOTE' ON TH155HEET FOR DETAILS OF THE REINFORCED CONCRETE FOUNDATION. CONCRETE FOUNDATION BEDDING & RACKF I LL SHALL BE COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D23ZI. CONTRACTOR SHALL CONFIRM RISER INSTALLATION MEETS MINIMUM MANUFACTURER SPECIFICATIONS. 2499CGS APPROX DRAIN AREA=194.60 SO IN APPROX. WEI GMT WITH FRAME =124W LES I °.50 NYI O AST 1.25 ---------------- R- C �J 024.75 0 2B.5D D NIEh " ARE FOR REFERENCE -Y 1 gSIGNJ D N • ON -HIP RIVT ]I5CL05ES SL BJEL-i MATTER IN V�HICH DRAWN BY E6O MATERIAL 3139 VERONA AVE ACTUAL DI HENS IONS MAY VARY HYLC T •1AS PROPRIETARY RIG( TS I E RECEIPT ,/�-C1�l BUFORD. GA 30518 DI HENS 10NS.ARE IN INCHES OR DSS-S510N CF THIS PRINT OCCS !('T CON- -R. DATE 3AW DUCTILE IRON PHN 17D01032-24R3 GRATE MEET$ H-20 LOAD RATING -R•.iJSFER OR LICENSE THE J$. OF iHP CE IGV �R r71oT1�as J 222"' FAX I770193 N OLAI ITY; MATERIALS STALL CONFORM TC ASTM A536 GRADE 7C150-05 -ECHNICAL INFORMA'.ION SHOWN HEREIN REVISEDBY EBC PROJECT NO.,NAME xw�vnylttPlasbuc..com PAINT; CASTINGS ARE FJRN SHED WITH A B..ACK PAINT REPRODJC7ICN OF THIS PRINTOR AHIV INFORNIA ICN TITLE CONTAINED HEREIN, OR MANUFACT.)RE ;F AINw DATE 3.13-10 241N STANDARD GRATE ASSEMBLY- TYPE B LOCKJNG DEVICE AVAILABLE UPON REOLEST SEE DF ViING NO. .ARTOL FEREFRON. FOR THE C{SC-C'S.1RE TIC OTHERS i 0C'= 'i1-024 IS FORBIDDEN!, EX-=-T BY SPECIFIC'iiRRTEN PE RMIi'SIDrl=iC(A NYL()FIAST, :.Nr�c .,a1 OWG SIZE A SCALE 100 SHEET 1OF1 DWG NO. T001.119.217 REV C a Y 3 to 0 UJ I GR05SWALK� TYPICAL PLACEMENT AT INTERSECTION WITH BUFFER STRIP 7NE SELECTION OF CURB TYPE AN() THE CONFIGURATION OF THE UTILITY STRIP MAY YARY TO MEET EXISTIN.O FIELD CONCITI045 AND ROADWAY GEOMETRICS PROVIDING THE DIMIMSIONS AND SLOPES ARE AS NOTED, -�yf1M M 72 h1 5 MIA( X: JK 2' MIN AT W, , 2" HIGHER THAN EDGE OF PAVEMENT AT**,SAME AS TOP OF CURB THI5 COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM DF TWO SLOPING SIDES WITH 6W X 6C" MIN.MMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPE() SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. CG-12 DETECTABLE WARNING SURFACE PE9IFC"TOR REFEREICE TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 505 VIRGINIA DEPARTMENT OF TRANSPORTATION W 27-Y4" MIN 2BY4" MAX RAIL HEIGHT 6'-3„ 6'-3" 3'-1%2" 3' 11/2" 3'-1%2" 3'-1'/2" )E )( 7w"JA; ��' IAIA7A' 1pivlvIa' �'� II II II II II II III II J J IJ J IJ IJ IJ IJ GR-2 GR-2A (6'-3" POST SPACING) (Y-1�/2" POST SPACING) MAX DYNAMIC DEFLECTION - 3' MAX DYNAMIC DEFLECTION - 2' BASE SUBBASE NOTES( GUARDRAL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION IF AND Fff T AS DIRECTED 8V THE ENGINEER. FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET NO. 501.05. x OPTIONAL GR-2A METHOD z OPTIONAL GR-2A METHOD T RA USING ADDITIONAL USING NESTED L FOR DETAILS OF RAIL ELEMENT RAIL SPLICE JOINT, AND RAIL ON BACK OF POST ASSOCIATED HARDWARE SEE SHEET NOS. 501,01 AND 501.02. x WHEN NESTED RAIL OR ADDITIONAL RAL IS PLACED ON BACK OF POST RAIL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII FOR GR-2A THE POST SPACING WILL BE W-3". BETWEEN 5 FEET AND 150 FEET. ALL GUARDRAIL POSTS SHALL BE SET PLUMB, POST SHALL NOT BE SET WITH A VARIATION OF MORE THAN /a" PER FOOT FROM VERTICAL. W-BEAM, BLOCKOUTS, AND POSTS SHALL BE SET AND ALIGNED WITHOUT ALTERATION OR FORCE. AS PER SECTION 505 OF THE SPECIFICATIONS. ALL GR-2 AND GR-2A RAL HALL BE MAINTAINED AT A HEIGHT GF 2410%" MIN - 28 n" MAX AS MEASURED PER STANDARD GR-INS. ALL W-BEAM RAILS SHALL BE LAPPED IN THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY, THE OPTIONAL GR-2A METHODS OF NESTING THE RAIL OR USE OF AN ADDITIONAL RAIL ON THE BACK OF THE POST FOR STANDARD GR-2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. FLARE RATES DESIGN SPEED INSIDE SHY LINE BEYOND SHY LINE MPH SHY LINE LS FLARE RATE FLARE RATE 70 9' 30�1 15:1 * 60 8' 250 14:1 A 50 6.5' 21:1 11�1 4E 40 5' 16:1 8:1 30 4' 13�1 7:1 Nr w �UUUL�I LU MAAIMUM FLAIL KAIL FOR SEMI -RIGID BARRIER SYSTEMS xv=r �VD❑T A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS STANDARD BLOCKED -OUT W -BEAM GUARDRAIL REVISION DATE SHEET i OF 1 SHEET 1 OF 2 REVISION DATE (STRONG POST SYSTEM) 2-01 501.04 08/14 VIRGINIA DEPARTMENT OF TRANSPORTATION CG-6 NOTES) L THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST N PLACE, 4000 PSI F PRECAST. 3. COMBINATKN CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS CALONG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB & GUTTER SHIM BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AD TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CO-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGR T ROASPEED D DESIGN MANUAL IN THE (SECTION ON GS URBAN STANDARDS. THE BOTTOM OF THE CURB AND 8" 2'-0" GUTTER MAY BE CONSTRUCTED L '1- - I PARALLEL U THE SLOPE OF SUBBASE COURSES PROVIDED A THIS AREA MAY BE CONCRETE MAHARANI DEPTH OF 7" AT THE OPTION OF THE CONTRACTOR IS MAINTAINED. IFICATION �vooT ERENCE COMBINATION 6" CURB AND GUTTER ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 .2 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 I I I (RADIUS TO BE AS I I A-1 wx STREET APPROACH sAME wwACPD I AS MAIMJNE ROADWAY (SEE NOTE 6) GENERAL NOTES pp SHOWN ON PLANS) r7H C C I - - - - - - - + - I 1. WHEN CG-11S USED FOR STREET CONNECTIONS THE CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH I I (RADIUS TO BE AS AASHTO POLICY D THE APPLICABLE REQUIREMENTS RADIAL CDMBNA710N SHOWN ON PLANS) 0�6'THETE ROUEGURIENICN MANIAL, INCLUDING SIGHT / )P CURB AND GUTTER CG-6,<jE NOTE 7> Q- 2. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE I )'I w TURNING REOUIHEMENTS OF ANTICPATED HEAVY TRUCK TRAFFlC, TFE DEPTH FOR SIDEWALK & CURB RAPS SIDEWALK I I w l WITI-W THE ITS OF THE RADI SHOULD BE (SEE NOTE 2)OPTIONAL 6 6" •:@ TO I FLOW L 3. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 ---- OR CG-7, THE CURB FACE ON THIS STANDARD I5 TO EXPANSION I EXPANSION BE O MATCH THE MQUNTIBLE CURB 0 RATTDN ' Ty 4. SEE STANDARD CC-12 FOR CURB RAP DESIGN TO BE NOTE: WIDTH "B" 2'-0" OR AS MAINLINE ROADWAY SHOWN ON TYPICAL SECTION. A-J USED WITH THIS STANDARD. 5. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A PLAN VIEW PORTION OF GUTTER TO PRECLUDE PONDNG OF WATER. ENTRANCE NOTES MAINLINE ROADWAY SLOPE 6, PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW 10' PARABOLIC CURVE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. EDGE OF OPTIONN. OW SHOULDERORROPE BX MAX. CHANGE ® - - - D - - D 7. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE R/IW LINE (EXCEPT ANY SUBGRADE STABILIZATION MAILIHE ROADWAY - - - - - - - - - - - REOUIRED FOR MANLNE PAVEMENT WHICH CAN BE BX MAX. _ p ONTTED N THE ENTRANCE.) �- - SLOPE CHANGE ® -' - S. RADIAL CURB OR COMBINATION CURB AND GUTTER t D SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE EXCEPT FOR REPLACEMENT PURPOSES. 20' MINIMUM FOR 9. THE DESIRABLE NVD MAXIMUM ENTRANCE GRADE CHANGES 5' MIN. COMMERCIAL ENTRIWCE .W. ARE LISTED IN THE ALLOWABLE ENTRAK;E GRADE TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTIONS. ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. SECTION A - A ALLOWABLE ENTRANCE GRADE CHANGES B ENTRANCE VOLUME GRADE CHANGE OESIRABLE MAXIMUM HIGH MORE THAN 1500 WD 0 % 31C MEDIUM 500-1500 VPD 53 X ex LOW LESS THAN 500 VPD S 6 X B X CLASS AT . �, . V, ' �• ' �' ' �' NOTE- ALLOWABLE ENTRANCE GRADE TABLE IS NOT (H.E.S.) • . i, • ►. ' ►• ' i' - - APPLICABLE TO STREET CONNECTIONS CONCRETE ' SECTION C-C SPE SREEFIF ERENCEN METHOD OF TREATMENT - CONNECTION FOR STREET\GT INTERSECTIONS 505 sot AND COMMERCIAL ENTRANCES VRGMA DEPARTMENT OF TRANSPORTATION kRCOL SCOTS� Lic. No. 035791 06/02/20 �ICIVAL z O U) m U) Z U) O U ZLU o w U 0 O Z 1-- 0 O Q w 0 DOm U Q 1.�. LL 0 w N Q 00 o z ti M m Z M Cn N M J d- I Q z C) U- N Q W > z LU LLI J_ zJ >ui O J r n V / 1 W f--I O J LU W Q LU MC) ZQ 2 W J U-i Q O w � U z UlCn w LL I z LU I� O U rn V LU Q IIIIIIIIJ ry O jq fQ V O O 0 N `> I1 J I --I LU [� r1 LU 0 d w _ Cn JOB NO. 192171 SCALE N/A SHEET NO. 6 WP-2 ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING 12 • EDGE OF E%ISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS - - - - - - - EXISTING SUBBASE PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1 %Z INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x 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 OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3 A MINIMUM 0F THREE CORES SHALL BE TAKEN PTHE CENTER OF THE ADJACENT TRAVELLANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING NG PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 11R INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAVED BY HE 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 OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAGHTEDGE N ACCORDANCE WITH THE REQUEREMENTS OF SECTION 315 OF THE SPECIFICATIONS. �VDDT SPECIFICATION ROAD AND BRIDGE STANDARDS ASPHALT PAVEMENT WIDENING REFERENCE SHEET 1 OF 1 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 31s 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION Rivanna Water & Sewer Authority (RWSA) General Water & Sanitary Sewer Notes i. All materials and methods of construction shall comply with the latest version of the General Water and Sewer Construction Specifications as adopted by the Albemarle County Service Authority on January 15, 1998, except as modified below. 2. All construction materials and methods of construction must be approved by RWSA prior to the start of work. A preconstruction conference with RWSA is required priorto the start of work. 3. The contractor shall be responsible for notifying Miss Utility (1-800-552-7001). 4. RWSA Engineer (Victoria Fort at (434) 977-297o ext. 205) shall be notified three business days prior to the start of construction. S. All work is subject to inspection by RWSA staff. No tie-ins to the existing system shall be made without coordination with and the presence of RWSA staff. No work shall be conducted on RWSA facilities on weekends or RWSA holidays without special written permission from RWSA. 6. For sanitary sewer line construction: RWSA may require bypass pumping for tie-ins to the existing system. All doghouse manholes must be pressure tested before a connection is made to the system. 7. The location of existing utilities as shown on the plans is from data available at the time of design and is not necessarily complete or accurate. The Contractor shall be responsible for the verification of the location, size and depth of all existing utilities, both surface and subsurface. The Contractor shall immediately notify the Engineer of any discrepancies between the plans and field conditions. The Contractor shall use due diligence to protect all utilities and structures from damage at all times, whether shown on the plans or not. Damage to any existing utilities shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 8. Erosion and sediment control facilities shall not be permitted in the RWSA easement without special written permission from RWSA. No grading or filling shall be permitted in the RWSA easement unless permitted otherwise by RWSA in writing. 9. No blasting shall be permitted within too 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 too feet of any operative RWSA sewer lines, bypass pumping and/or pre- and post -CCTV may be required. RWSA may also require certification from a licensed professional engineer stating that the proposed blasting will not damage any RWSA facilities. Damage to any utilities due to blasting shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 10. The contractor shall observe minimum separation requirements for utility crossings. When a crossing is made under an existing facility, adequate structural support shall be provided forthe existing pipe. The area of the crossing shall be backfilled with compacted 57 stone to the spring line of the existing pipe. 3.1. New water main installations shall be tested, chlorinated, flushed and water samples approved prior to making any permanent connection to the public water system. Approved methods of filling and flushing new water mains will be required to prevent any contamination of the public water system. 3.2. 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. u r u u r u DEN BOARD 'STER ENCLOSURE INFORCED --PAD JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. - SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, VARIES 10'f 5 f WATER SEWER 3 �Q Ei O £ LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WI➢THS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM X SEE PART 3, PARAGRAPH D; SEPARATION OF WATER & SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG, W-1 TD-1 PLACE 5' GALVANIZED WITNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT f TO HIGHWAY DEPARTMENT APPROVAL_ FINISHED GRADE ADJUSTABLE VALVE BOX W/ LID "� z II U z N - - - - - - M.J. GATE VALVE WATER LINE 4 14 I ---I . 2500 P.S.I. CONCRETE a 2'x 2' BEARING AREA. THRUST BLOCK d a Q 4 d a NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TO-9 I r1Iur\ 12 0" DUMPSTER DETAIL* CONCRETE DUMPSTER PAD W/ NO SCALE BOARD ON BOARD DUMPSTER SCREEN NO SCALE FOR ALL BENDS 45` nax 45' ox FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. MP".1 BEDDING AS - REQUIRED .. T SECTION 2-2 PIPE DEGREE VEND DIMENSIONS VOL, TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0,24 4^ & G" 45 22 1/2 2.00 1.SU 2.25 2,00 2.60 2.52 0.15 0.10 2.UO 2,25 2.50 0.15 11 1/4 1.50 2.00 2,50 01C 90 3.66 3.16 3.21 0.48 6„ 45 2.66 2,66 2,77 0,26 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.65 0.32 11 1/4 1,66 2.16 2.67 0.13 90 4.83 183 3,42 0,83 10" & 12" 45 22 1/2 3.33 2.33 3,58 2.58 2.95 2.86 0,43 0.24 3.83 4.00 2.83 0.52 11 1/4 T83 133 2.84 0,18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CCNSJLTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS CONCRETE THRUST BLOCKS NTS F1G. W-3 TD-3 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% (1 /4" PER FOOT) r 4. 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 2 x 4 MARKER PLUG END OF MAIN LINE SERVICE LATERAL SECTION 45"0'O" IN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T,S. FIG. S-2 TD-31 1 0'x1 2'CONCRETE SLAB 7" THICK SLOPE = TOWARDS PARKING LOT 3000 psi @ 28 days (min) CLASS A3 CONCRETE WITH 6"x6" W2.1xW2.1 WWF AND BROOM FINISH 6" NOTE: RESTRAINED JOINT FITTINGS Side View 42" Minimum Gi Z q Certification of 95% a l compaction required Iq Q �. Galvanized Steel Beam, W12 X 14 (min- size) 3' ruin. penetration into undisturbed A soil or as approved by the o ACSA. 4' MINIMUM v1UM 45` �III��IIII II CI�II�� ~� TYPICAL THRUST BLOCK IN FILL- AREA NTS FIG W-36 TD-5 "N,IPRE5510N x 3/4' MALE PIPE COUPLING PPROVED EQUAL I'• TYPE `K` SOFT COPPER FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENII AL AND IRRIGAnI1I1ary 3LT(MGES- 9"X5"%i" TEE Q NOTE NO SWEATED FITTINGS 2' DUAL SERVICE R 1" COMPRESSION x 3/4" MALE PIPE COUPLI;%fi OR APPROVED EGllAL 9" TYPE "K" SOFT COPPER FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE MiHERE AN IRRIGATION METER IS NOT PROVIDED, SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. FEAST IRON uD FINISHED GRADE _ ��TT7I_ .-1J11T I I j7TFI�- ITT I IllH I I -111 _ - 1D'-1s" LOCKNMNG 11 BALL IBOX METER VALVE (INLET I. OUTLET) I 36, MIN. _ COPPERSETTER 1/6 BEND COUPLING I - �s_ METER OORPDRATION STOP BRICK AS NECESSARY TYPICAL_ SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-GA TD-10 FINISHED GRADE ITI� f11� 11T 4 fT=T1 T1T1� 1T=T1 T1T1T f7 TRENCH REDUCER - e e 4---2500 P.S.I. CONCRETE THRUST BLOCK -----------�---- - - - - -- UNDISTURBED SOIL � � 4 18" MN. PROFILE VIEW UNDISTURBED SOIL - EDGE OF TRENCH 4 24 MN. - - - - - - °4 /REDUCER 5' MN A A. K 4y 2500 P.S.I. CONCRETE THRUST BLOCK A , 8" M N. -- - --- -- UNDISTURBED SOIL - EDGE a OF TRENCH "-4 24" MIN, NOTES: PLAN VIEW • NOT TO SCALE • NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BCLTS. • 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. • 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. • CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH. • THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. TYPICAL REDUCER THRUST BLOCK NTS FIG. W-3D TD-7 �m E \ E �(M a E \ E (n Q3 tn p w= p `E w� m J U O J r U Y U:IEY N ELda E U_ Ecn moo_ ,n w vU _ w m IM 0 -�. oEoY!DQ of oEti O - o `gym' " U N E N a N V) ¢ E z ,� twit woo �M o oE �rr nn \Z 6 19 V' Es E J E LO U u n ^ MU u �MJ NE �E ZO �E w _O00 ^ M O Z _E_7 I- o \E \^ o f rD E o f W hu'n A nI. Mu wwj N N N u 4L 0 0 v TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-I-D TD-29 FRAME & COVER (SEE FIG. S-I-D,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA 1'-C" VAX 2'-0" RUBBER COATED STEEL 3'-O" MIN STEPS CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS 12"" MIN "0" RING SEALS 4 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4.'-0" 5, FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE VARIES FILLETS CHANNEL TO BE 3/4 DIAMETER OF CONTRIBUTING SEWER. .. ' .� 12' a A FILLETED INVERT FOR A SMOOTH .• . TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ IN 0. 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-1-A TD-25 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS ,� THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 1 6' MIN 2' TO 10' (27G•) VALVE BOX 7 CU. FT. #68 STONE 42"MIN 6" GATE VALVE 6" X 6". TEE 2540 P,S.L CONCRETE r BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILET RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CCNCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH RAVEL AN KEEP FREE F CONCRETE. SU O D O 6 D 0 CO - 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 HYURANT5 SHALL HE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN 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 V COVER LIFT NOTCH 12 3/8" 1 WATER CAST IRON LID NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD-13 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 8 STONE * STABLE SOIL ROCK * 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 UNSTABL SOIL' INITIAL BACKFILL 4')MI a" 6,. MIN FAIN. #68 STONE ILAR FILL AS ROVED BY ACSA / d STABLE SOIL OR ROCK NOTE 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 BACKFILL. 3.THE INITIAL BACKFILL 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 4R. PT SCLLINS Lic. No. 035791 m Z) U0 z 0 a Z U-)w 0 U U Z 0 0 ~ H a V7 LU � w 1ti Vl cl� m H � m W U_ z L9 M� (y) LL N (y) J z` N III W0) N I N W Q> z LLI w J UC) ui J (A W III L9 _J W W ® 0 Z T_ U cn I _! w Q O w LU U UlUJ W Z ry O U IIIIIIIIII� U) 0 IIIIIIIIIIJ w Q L.L O Jr< V 0 O N Ln T�I w U q;l- t J LEI N w 0 LEI cl�Ln JOB NO. in 192171 SCALE N/A SHEET NO. 7 570 570 565 565 WA RLINE TO BEND 1' BENE'ATH EXIS ING 24" STORM PIPE CRO SING AT APPROX. 56o.1fi CON FRACTOR TO VERIFY CRO SING In, 560 560 CONNECTTO EXISTING 12" FIRE HYDRANTASSEMBLY WAtERLINE W/ 6"-450 BEND 12" 6" T.S.&V. 6i'-45° BEND 5 5 5 EXISTING 4" SANITARY SEWS 5 5 LATERAL TO BE REPLACED ITH5 > CONTRACTOR T VERIFY CROSSING Ld W CT ELEVATION C� W W Co � ,D L3 0 If) W L- 10+00 10+50 11+00 11+25 FIRE HYDRANT STRIEX PARKING LOT EXISTING MANHOLE STA. 10+00.00 TP=558,67 INV INI 554.40 TO 1B EX INV INI 555.00 EX INV INI 554.50 EX INV OUT: 554.30 EX MH 570 STA110+00.00 570 RIM1568.06 EXISTING INVERTS TBD 565 565 EXISTING E PIPE 5 6 0 APPROX. ELE ELEVATION ATION 560. 8 5 6 0 6" FIRE HYDRANT CRO 51NG PROPOSED 6" PVC SANITARY SEWER LATERAL AT MIN. 2.08% 555 SLOPE. MINIMUM TIE-I 555 ELEVATION=555.66 CONTRACTOR SHALL INVESTIGATE ELEVATIONS OF EXIST NG SEWER MANHOLE F R TIE-IN, .550 AND EXISTING STORM PIPE CROS ING ` 1 » W W J J o CD CD W W w D of 1,D L' �,D L3 L3 Lo Lo w L.. 10+00 10+50 11+00 11+50 11+75 SANITARY LATERAL 560 STR11B VDOT STD. MH-1 STA. 10+84.84 TP=560,16 INV INI 554.92 TO 2 INV OUT: 554.82 TO EX PARKING LOT - =I STR12 VD❑T STD. DI-3C, L=8' STA. 11+38.37 TP=560,20 INV OUT: 555.75 TO 1B PROIPOSED EXISTING GRADE 560 GRADE 15' CL III RCP 15' CL III RCP 84,84 LF @ 0,50% 53,53 LF @ 1,55% W W CD = d Li LiCo c1') o L3 L3 Ln W L.. 10+00 10+50 11+00 11+50 11+75 STR2-EX STI 2 EXISTING DI STR116B NEW MH STA, 10+00,00 STA, 10+53.80 TP=56118 TP=562,40 EX INV OUT: 55527 EX INV IN: 559,84 (FROM NORTH) INV INI 555.36 TO EX 4 INV INI 555,74 TO 16 565 INV IN: 555.37 TO 16B INV OUT: 555.64 TO EX 2 STR116 24" YARD DRAIN 560 STA, 12+01.22 TP=559,67 INV OUT: 556.48 TO 16B 16A 15 555 15' PVC 555 147,41 LF @ 0,50% 15' PVC 5 5 2 53,80 LF @ 0.50% 1 55 ww o (73 � T D J J (U 1-, o Li Li) N �D N � D L3 L3Ln �� I � LF1I � �) Ln LF1 W L- 10+00 10+50 11+00 11+50 12+00 12+50 12+75 STR 16- EX2 VERTICAL SCALE 5 0 2.5 5 10 20' ( IN FEET ) I inch = 5 ft. HORIZONTAL SCALE 50 0 25 50 100 200 ( IN FEET ) I inch - 50 ft. STR EX 4 EXISTING LII RAISE TOP TD 56V1-11-1 STA, 10+76,42 TP=56070 INV INI 556.47 TO 4 [—INV OUT S'l E7 TU EX E STR EX 2 EXISTING DI STA, 10+00,00- TP=560 18 EX INV 11UT1 555,27 EX INV IN1 555,36 T❑ EX 4 EX INV IN 555,37 T❑ 16B 1560 STR14 24" YARD DRAIN STR16 24' YARD DRAIN STA. 10+84.79 STA. 12+11.21 TP=563,00 TP=562,10 INV INI 556,65 TO 12 INV INI 557.38 TO 8 IINV INI 557,38 TO 10 NV IN: 556,65 T❑ 6 INV OUT: 556.55 TO EX 4 INV OUT: 557.28 TO 4 1 5651 STR18 24" YARD DRAIN STA. 12+69.61 TP=562,30 INV OUT: 557.67 TO 6 I 560� 555 J �12' PVC 5 15�� @C132% 126,42 LF @ 0,50% 58,40 LF @ 0,50% 76,42 12' PVC =52 8,37 LF @ 0,96% 552 W W 1-' O C'') - O CY) CD n CD O d O LiW 4 N �0 4D CU D N �D T' CU �D L7 L7 Ln Lf') Lr) Lo a In u� Lo Ln ,D Lo W L� 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+25 STR14 24" YARD DRAIN STA. 10+84.79 TP=563,00 INV INI 556.65 TO 12 INV INI 556.65 TO 6 INV OUT: 556.55 TO EX 4 STR16 24" YARD DRAIN STA. 12+11.21 TP=562,10 STR110 24' YARD DRAIN INV INI 557.38 T❑ 8 STA. 10+21.36 575 INV INI 557.38 T❑ 10 TP=561.49 INV OUT: 557.28 TO 4 INV OUT: 557.49 TO 6 57H 555 5h0 5515 12' PVC 21,36 LF @ 0,52% ww - m J J CD W W (J aj L3 L3 Ln W Lj- 10+00 10+50 10+75 STR 10-STR 6 6o 555 STR 8-EXz 5-- 12' P V C 84,72 LF @ 0,51% STR112 24' YARD DRAIN STA. 10+84.72 TP=561,18 INV INI 557.18 TO 14 INV OUT: 557.08 TO 4 12' PVC 217,34 LF @ 0,50% STR114 24' YARD DRAIN STA. 13+02.07 TP=562,26 INV OUT: 558.26 TO 12 J 560 Li Li Co �.D �,(T. �CD �� � �CD W WLj k0 .0 �.D �.D "0 D �0 �D -,D L3I h Ln L0 L-) Lo In Ln Ln n In In W LL- 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 13+75 NOTES: 1. ALL STORM PIPE SHALL BE CLASS III RCP UNLESS NOTED OTHERWISE, A MINIMUM OF 2' COVER OVER STORM PIPES MUST BE PROVIDED. 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04. 3. ALL FILL MUST MEET 95% COMPACTION. 4. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER SANITARY SEWER. 5. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L 6. MINIMUM V OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 7. VDOT STD. IS-1 INLET SHAPING REQUIRED ON ALL STORM STRUCTURES. 8. VDOT STD SL-1 SAFETY SLAB REQUIRED WHERE DROP GREATER THAN 12' (NO SL-1 ON SANITARY MHS). 9. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS. STR 14 - STR y. SCOTT R. LLINS L.) Lic. No. 035791,E vlo, 06/02/20 �SSI�NAL E��1 z 0 U) m V) z V) 0 Z U Ln 0 w U O z 0 0 ~ H (n Q Co Co Co W C 0 W N Q W 0 CD ko Z CY) N M O z Q Q Q z I--1 LL 1 z Lu (n LU IIA 00 LU V..� L.LI � z LU H� U 0 0� z w Q O U ~ ZD 0 Q O F-1 T� w J N w w a JOB NO. 192171 SCALE 1 "=50' SHEET NO. 8 1 -- R=2962.7��0 L=206.85 *_ f \ EXISTN RWSA ix VCPSANIXYSEWERI - \ LINE'. 6z �csX jR �NSp HiR , �R j� jroN /NC ecrR a A , (D.e Owen �62�4640MAq �SeMeN GRAPHIC SCALE 60 0 30 60 120 ( I FEET ) 1 illch 60 ft. 240 A A T.M. 60-25A T OT A ACRES T ��, OP� T. UNIVERSITY O^ VIRGINIAA FOUNDATION B 84 D. 51, PG,139 ZONING: RA `; J 6 USE: RURAL/RESIDENCE ,- - - 16B WALL - \ v ®s6-EP EP \ , 1','. FIIJD _ 19 3 ] 6 - - 56z.95 6 3uTti 1 TOP \ F�iF�i - _ 563: - J� ---------- - _ fj V STb ------�--- z -R �...- r. � NOTE: i ^ Jrc ;`WALLY------- 2a' ELASTARDOCER OVERALL NOT \\ 1 r -� - I-{� III 11 COUNT TOWARD OVERALL PARKING \ il� ----- 563� J NOT fl 4- ' ENTRANNCE 562�35 5GI XXX \-rJ,2.42 RANCE s, `V 1 STORY PROPOSED ,280 SF "� -- STUCCO ' 3 CON'CRETE D OF MANUFACTURING/ J EMEN o & BLOCK • � CSh- L PROCESSING/ - h P BLn LDuu r,.� z (5,250 SF) .' I ,: DECK ASSEMBLY/& - EIIE ROAr HM�IJT 1�.� EXISTING EXISTING `• • �NSp V !'yl (_05) MEDICAL OFFICE C FABRICATION BALLET SCHOOL fl R -PACE FRAME WALL jq jT 465SF) (6,800SF) BLDG_ � I I 5 ;,a.. ENTRANCE COLIC /- �E010T07 5'0.06 I CASINGS 4 POLE 536.E � S DI ` QQE 1 ORY METAL )ISb - 1 PLANTERS>Q 62> / 1 O 6 (28, 60 SF) CONC. IPLANTER I 5 ENTRANCE \\ Q \ CL STEPS I CIT F= 9.7 '�8' O FRAME D e6}Y � ENTRANCE OLE BLDG. PROPO Di8,i8o SF L INV(.)T I1J,I AUTO METAL la II(COMMERCI OFFICE/RETAIL _ __ _ 5 1 RAMP SPKR 1 STORY-0DI ', iy m OO BLDG. FRAME D BRICK DI BLor_,. \ TM.P 60-25 - PAVED 11 ;, II °, (12,175 SF) m I / \\ LA ROSSER ASSOCIATES ( 1 1 SDI D.B. 1083-50 ` 1 �COIJG EXISTING _ CONC D.B. 635-308 PLAT 1 1.T1, ZONING: (HC) HIGHWAY COMMERCIAL 1 b ENTRANCE OFFICESPACE ENTRANCE �;, TO '€, BOX E USE: COMMERCIAL OFFICE 1 1 560.03 �'.) 4 rI , • -, :". r IP 8 6o SF J, IN- 5` H PAV 0 ,9 560.03 •; II = IO So. LID ICE - 556.E DI C 2 O Q BOX 1 Exs PAVED T.M. 60-258 �� _ LIGrtT PROP ED 5,00o SF PROPOSED z,5oo SF I T PnnxlH� WM DI TOP= T N - . OUGHT ] \ V I COM RCIAL RETAIL RESTAURANT i=1 I Loot LOT B 559.69 PO CLEANGUT T ° r - / I 1.71 ACRES B Q Ut, � � EXISTING UL B GA 1 STORY 8 ,- GAS STATION/ \ I 1B I __ METER INVOUT= BRICK, I I CONVENIENCE PAVED _ SSE.24 STORE BLDG L_- , FjIAVED ENTRANCE I h AP �35o SF F . -oR. B. WOODEN 20' FRAME ]]C / = o J o L_ I I -----� t off• WALL / 7 I - _ o.c 1- �� - I ✓� L_- RETAINING yry / ID \ /// 6zGaEP a sheer BOLLARo' o HAND GRAVEL wALL cns PUMPS - r r / / F, I 6ti ,.� -{I- I�I�HI s6�,Eq/ s6�.] EP } - - I I _ _ _ O \�.- POE CONCRj4TE'. ° '. EP STEPS • >I 70 6,00E � � _ _ F'u"€T caErvo Y °•: '^ .• '. �0�e � - / j �-.i \ ®� 1•- �� -I- -mil wM - I o' I, IIJV PJ=. .URB -orE oHE CU WATER CURB METER FH R B L=387.34 � WALLcur E P CURB & ER Sd d9 U.S. ROUTE 250 IW se9 - war _ _ _ _ _ _ _ _ _ _ _ SHOWN AS 80' WIDE ON PLAT IN D.B. 296-432 R LINE & / - - 5 @ 5N / 'I W °\ SdEI (D B. E1560-435) jt�-- 56 5 -.4Iri 1_--"` ��--------- TOP OF DROP INLET -W-_ S'd9 S'd9' _." � IVY ROAD -- - - lEVATION - 55.23 GAS GAS U.S, ROUTE 250 i 296-432 _ - - - - - - SNO` 4 AS 80' 'MOE ON PLAT IN D•B• PIPE DESIGN in = 0.013 for RCP n = 0.01 for HDPE Rpe Hydrology Pipe w N a) m (0 3 U .T. O � O U OU C U 3 7 (Q O 7 O (n 000 O Q 1? N v 3 L N a) U U E � o f0 a)1 m U w a, 0 � o E a) o E E o o Cn W Q Lv U U U C3 C3 C C J C (n 0 ILL ILL Pipe run: 2-EX 2 113 0.46 0.69 0.317 0.317 5.00 6.67 2.12 2.12 555.75 554.92 53.5 0.01 0.0155 15 8.04 5.53 0.16 113 DC 0.00 0.30 0.000 0.317 5.16 6.61 0.00 2.12 554.82 554.40 84.8 0.01 0.0050 15 4.55 3.61 0.39 Pipe run: 8-EX2 8 6 0.15 0.83 0.125 0.125 5.00 6.67 0.83 0.83 557.67 557.38 58.4 0.01 0.0050 12 2.72 3.00 0.32 6 4 0.16 0.83 0.133 0.493 9.60 5.45 0.72 2.69 557.28 556.65 126.4 0.01 0.0050 12 2.72 3.95 0.53 4 EX4 0.07 0.80 0.056 0.771 15.28 4.51 0.25 3.47 556.55 556.47 8.4 0.01 0.0096 12 3.77 5.45 0.03 EX4 EX2 0.00 0.30 0.000 0.771 15.31 4.50 0.00 3.47 556.37 555.36 76.4 0.01 0.0132 15 8.05 6.26 0.20 Pipe run: 10-6 10 6 0.48 0.49 0.235 0.235 9.50 5.47 1.29 1.29 557.49 557.38 21.4 0.01 0.0051 12 2.77 3.43 0.10 Rpe run: 14-4 14 12 0.39 0.30 0.117 0.117 13.50 4.76 0.56 0.56 558.26 557.18 217.3 0.01 0.0050 12 2.72 2.69 1.35 12 4 0.21 0.50 0.105 0.222 14.85 4.57 0.48 1.01 557.08 556.65 84.7 0.01 0.0051 12 2.75 3.23 0.44 Rpe run: 16-EX2 16 16B 1.41 0.58 0.818 0.818 7.50 5.94 4.86 4.86 556.58 555.87 142.6 0.01 0.0050 15 4.94 4.59 0.52 16B EX2 0.00 0.30 0.000 0.818 8.02 5.81 0.00 4.86 555.77 555.50 53.8 0.01 0.0050 15 4.96 4.60 0.19 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet C L 10 V) U O O O 0 C C V a) C O to d 0_ rn t0 0 > 3 0) (n o fa o O cCa CO O 3 U 1Z L ICU t] J H 2 c m O O 0 C a) 3 cz X N C O.C, - U Q N p) O_ to .0 N o > J _ Q U U iA cn F- a a F- left 0.46 1 0.69 0.317 1.27 1 0.00 1.27 0.0010 1 0.0200 2.0 1 0.0830 1 4.1500 1 11.23 right 2 DI-3C 8.0 combined flow 1.3 0.17 0.367 8.41 " gutter longitudinal slope of 0.001 should be used in a sump condition - grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth - for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 1 Oyr conveyance to the facilities INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet Q � rn V Q U (6 w N C O o N .... C v O 42 N N U) Q O N N o U a)".' 0 > 3 0) U) rn w �_ p U o C .TJ C 2 N U O f° cc � i C o O � 3 U N 'a cc 15 J H _ ,� N� 3 0 w 7 X 7 >i V ICU ` C O w p` f° 0 rn m - O) U) O_ V) 0 In a > J Q U U d 0 0 c) W left 1 0.46 10.69 10.317 1 2.06 0.00 2.06 0.0010 1 0.0500 2.0 1 0.0830 1 1.6600 7.60 2 DI-3C 8.0 combined flow 2.1 In 0.507 4.65 gutter longitudinal slope of U.Uo1 should be used In a sump condition - grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth - for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities DESIGN YEAR= 10 STORM SEWER NETWORK HYDRAULIC GRADE L 2 113 555.75 554.92 53.53 1 C 15 RCP3 1 560.60 63 Y 113 EX 1 554.82 554.40 84.84 C 15 RCP3 1 560.16 55 Y 8 6 557.67 557.38 58.40 C 12 PVC 1 562.30 0 Y 6 4 10 557.28 556.65 126.42 C 12 PVC 1 562.10 31 Y 4 EX4 12 556.55 556.47 8.37 C 12 PVC 1 563.00 59 Y EX4 EX2 556.37 1 555.36 76.42 C 15 PVC 1 560.70 0 Y 10 6 557.49 557.38 21.36 C 12 PVC 1 561.49 90 Y 14 12 558.26 557.18 217.34 C 12 PVC 1 562.26 59 Y 12 4 557.08 556.65 84.72 C 12 PVC 1 561.18 59 Y 16 16B 556.58 555.87 142.57 C 15 PVC 1 560.58 83 Y 16B EX2 555.77 555.50 53.80 C 15 PVC 1 562.40 90 Y Design Storm Year = 10 2 0.46 0.69 0.32 0.32 5.00 6.67 2.1 113 1 1 555.75 554.92 1 53.53 0.0155 15 1 8.0 5.5 1 9.7 113 0.00 0.30 0.00 0.32 5.16 6.61 2.1 EX 554.82 554.40 84.84 0.0050 15 4.5 3.6 23.5 8 0.15 0.83 0.12 0.12 5.00 6.67 0.8 6 557.67 551.38 58.40 0.0050 12 2.7 Uv 19.4 6 0.16 0.83 0.13 0.49 9.60 5.45 2.7 4 557.28 556.65 126.42 0.0050 12 2.7 4.0 32.0 4 0.07 0.80 0.06 0.77 1 15.28 4.51 1 3.5 EX4 556.55 556.47 8.37 0.0096 12 3.8 5.4 L5 EX4 0.00 0.30 0.00 0.77 15.31 4.50 3.5 EX2 556.37 555.36 76.42 0.0132 15 8.0 6.3 12.2 10 0.48 0.49 0.24 0.24 9.50 5.47 1.3 6 557.49 557.38 21.36 0.0051 12 2.8 3.4 6.2 14 0.39 0.30 0.12 0.12 13.50 4.76 0.6 12 1 558.26 1 557.18 217.34 0.0050 1 12 2.7 2.7 80.8 12 0.21 0.50 0.11 0.22 14.85 1 4.57 1.0 4 557.08 556.65 84.72 0.0051 12 2.7 3.2 26.2 16 1.41 0.58 0.82 1 0.82 7.50 5.94 4.9 16B 1 556.58 555.87 142.57 0.0050 15 4.9 1 4.6 1 31.1 16B 0.00 0.30 0.00 0.82 1 8.02 5.81 4.9 EX2 1 1 555.77 1 555.50 53.80 0.0050 15 5.0 4.6 1 11.7 Design Year: 10 Proiect: Ivv Road Job #: 192171 Pretvared bv: KKW MENNEN ME ®---_____ 1. 1® 1� 1 1 1 11 m l 11 . 1 1 m i l 1 1. � • �VH � -Ntp;,- �,sCOTT R. LLINS2, ,�_) Lie, No. 035791 06/02/20 ��SSIONAL V, 6� m M I- z In I a Of z �� u') 0 W U � U 2!0 0 w H00 0 CID W a O LU (V Q O O z J L9V) 0- M W z ICY)0L T�T / N M z N 0 H W 1 N Q W > z LU z w O Z =j > U) O Q LLI J J W ZD > J L9Q W Q U zQ C)°C z W Q� LU H- U < Ulw LU LU� zw z o '-' �- U - U 0 0 J w Q ry O J � � V 0 0 N H� LU H J F- o N LU a U) JOB NO. 192171 SCALE 1 "=60' SHEET NO. 9 Luminaire Legend & Schedule Symbol Qty Label Arrangement LLF Description 7 SLV SINGLE 1.000 SLV # 40-3-PMA-DM-8-3RZ 13 CL SINGLE 1.000 -0 18 RA SINGLE 1.000 L=206.85 \D y + +0.O +0.0 +0.0 \ O.0 +0.0 2 0 ' +O.O \+O.O O +\.R +O.O +O.O +O.O SANITARY \ 1.0 footcandles E SEWER +o.o \ +o.o +o.o +o.o *o.o +0.1 +0.1 +0.1 +0.1 � � (D.B. 2706 \e 1 78)+o.o �.o 0 0.0 iNISiNG RWSA 12° +o.z *o.z +0.3 0. J 0.5 footcandles \ \ +0. VOsCaP,SANITARY SEW -'I fl TE M P . +O.O \ +0.0 0.0 LIIV E,..+0.1 +0.1 *0.3 +0 7 + 1.2 1.1 * .9 +O. ONSTR. (D. B' M T_ +o.o �.o +o.o +0. +Oi\ +0.2 + + +2.2 + 1 + + + \ .7k .g 3. 3.6 +z.i � .o o.2k o. \ + \ + \+ + + °+` + + 0.0\ 0.0 0.0 0.1 \0.3 C.6 1.8 5.0 �0.7 0.8 0. ' D 3 \+0.0 \a`o.o + +0.1 oz\ .5 1. +9•5 + 4 +.z .7 1. o. +1.6 \`2.1 0 o.6a 2, 1//' +0:0 +0.1 +0.2 \'1 -1. 8\ + +6.z + + 1.1 + + \ + +0.8 +0. 7 \ 4 \ 9.3 3.4 3 •4 5 �4 F 8 '9 / 0 ` SLV F�FCTR + +O.O fib. +0.2 +O. \ +1 2 2 1.0 2. + 2 6.1 + 6 -fit . �7 p• 7.5 + 3• +3 4• +7.7 + 9. +�'$ +z. 1. a- ++ SLV C cl zzz p D \ rO [l 0'xl� +0.0 +0.1 +0.2 + .4 1. +13.i \ + \+6.4 +3.5 + .z +1.8 +3.6 +5.5 +6.2 +8.7 +1 .0 +7 +4 1 * +0.7 +07 3 26 �R C ° `01z *0.'3 +, .4 +1.4\ +4.9 8)� +5.3 \ +3.8 .0 +4.0 +5.1 +6.5 +8.3 +6.8 +5.2 +4. +2.8 +o. \ \ + + + + + + + + + \ + + F 0.1 \ '0.3 0.5 1 9 4.9 \+ 4. $.5 1. + .6 O 1 3.3 5.0 6.1 .5 3.7 4 5 3. O.g o. + l 0 /F� n v T \ \ sLv � -> / '0.2 0.5 1.3 +2.5 3.3 +3 1\ o \\ + .2 0.5 +0. + + 6 +4.1 +3.5 +3.2 + .5 +6.1 +7.6 +9.5 +147 +7. +1.2 +0.8 Type No. Catalog. No Job. Name SiteLyter Series Direct Pole -Mounted Luminaire Vertical Lamp APPLICATIONS • Parking Lots, Roadways, Walkways, Commercial Malls, Tennis Courts, Auto Lots and other outdoorenvironments CONSTRUCTION For ed heavy -gauge aluminulm hausln, • Extruded anodized doorframe. • Tempered and gasketed glass lens. . Hinged lensdoor 7 OPTICS l • Feld rotatable oplicaltray_ • Ch oicaofl ES Types. 2, 3, 4 o r 5 • Vertical lamp orientation. �- . All lamps above 2sowmust be RoJ type ELECTRICAL 18 9"� .High power f terball tTray-p. • ballast with socket heat sink. (1-100 12. 1yfaf som 5" • 4k,puoe-rch pulse rated you �- pulse . All mew raids fixtures are passe start All ° MOUNTING . Direct surface mount to • 9 arm wth direct suhace mount. •Post top fora or4 nund or 4'' ors square pole (optional) • Adju stable arm adapter for square poles (optional). • 2 tenon adjustable adapter (optional) WARRANTY/LISTINGS • 11L 1698 listed former locations. • Published one yearlimited warranty, 3 arm not Included See mounting accessories 9 arm required for all mounting at 90° Ordering Guide Example: SLV403PMAD M-8 �Guitle 40 ❑3 PMA DM ❑ ❑B So is$ Lamp Ofientarlion wattarge, 3L=SiteLyter VVecldal Lamp' 32 320(Br28) Distribution 2Tydeno source PMA-Puls,Start Mounting Option OM-Direot Mount Voltage 1120V 35 350(BT28) 3 Type III 2-208V 40 400 (BT28)2 4-Type IV 3-24OV 45 111 (BT37) 5-Type V 4-277V 75 7bi) {B137) 5-480V B-12OV-277V 25=250 (E18) LX-ldgl Pressure Sod'um - r 40 400 E18 VertT uras llalnp) mourltfixtures pronihd with Sag Glasnss Letmdod * Iraq edumd ouvr ionatm lamp. ' typo II sanction only oyal lade In 40)W sil bet r4v Metal Ha ise. 2 '-VauxhallmwL - P O� 6:x 129 t on, N 1 )7083 ir 0 o-3: 2 _ass' to a eto ExceLine is a Philips group brand Product information is subject to change without notice PHILIPS 11/10 TYPE III DISTRIBUTION SLV353PMA FOOTCANDLE CORRECTION Multiply the following factors times the fo rossudle values for changes in mounting height. To Change from 30' New HAM. 20' 25' 30' 35' 40' Factor 2.3 1A 1.0 .74 .56 TYPE IV DISTRIBUTION SLV404MA FOOTCANDLE CORRECTION Multiply the following factors times the footcands values for changes in mounting height. To Change from 3W New HgITL 20' 2V 30' 36 41Y Factor 2.3 1A 1.0 .74 .56 234 VerOMM&Agenell Road V �X 129 Union, NJ 07083 800-334-2212 wwwaxCBline.com ExceLine is a Philips group brand 11/10 SiteLyter Series Direct Pole -Mounted Luminaire Vertical Lamp SLV403LX LAMP AND WATT CONVERSIONS Lamp 32OW 3501N 40OW 45OW 26OW 40OW 75OW PMA PMA PMA PMA HPS HPS HPS Multiplier .88 1.02 1.22 1.32 .71 1.39 2.75 SLV404LX LAMP AND WATT CONVERSIONS Lemp 32OW 35OW 40OW 46OW 26OW 40OW 76OW PMA PMA PMA PMA HPS HPS HPS Multiplier .88 1.02 1.22 1.32 .71 1.39 2.75 Product Information is Subject to change without notice P H 1 LI PS Lum iCu beTI CALIBER PLUS ANGLE REFLECTOR Catalog " Aluminum Shade Project: Type: with Glass and Guard Options Data Naffis aectriwl • 120V input (277V available in arm and post option only) • Integrated power supply allows the fixture to be connected directly into line voltage • Pre -wired and ready for install • LED is dimmable with IncandescenVFriac dimmers Mounting • V2" or 3/4" IP for arms. Flush mount and post available only in 1/2" Knishes • Shade and mounfing finish options • Available in 21 standard and 2 specialty finishes with optional coastal coating to protectfinish in coastal environments (add "-C" to the finish) • Inner shade is painted gloss white • Consult factory for custom finish options Optional Accessories A B • Glass, Cast Guard, Wire Cage or Wire Guard O fiAB 8' 9" options available / RA10 10" 11" Listing .A. L14V RA12 12" 12-1/2" UL �l listed to US and Canadian standards for wet locations In w ® utm 3D` Angle Reflector Order Matrix ¢xample: RA10L®1227G4-2, clansmen LamplL® Finish C®ebl CasBig Open' Accemarm Mounting Type ❑MB 18') El (Msdbmflow,10OW-) ❑ ABL Aegean Bles, ❑(blank) INacmtin9) [];hlenkl (N.Amsenie9 ❑-2 (1/2-IPf 0M1e Ito'1 ❑GU2413' (13WG124127009 ❑BB IBiriesh V Best ❑-C ICaanngl ❑-CO clmr Glaren ❑-3 (3/4"IPI ❑M72112") QGU2418' 11OWGIl4/2700N ❑ BK (Glass Blxkl 0-in IFmdelGenet ❑-F (Flush ❑GU2428 (261GY24/27009 ❑BLU IBI.) DYG gone Grey) ❑-OGG (ClanrGleasw/Celt Glamt ❑-FGG ffneleiclin-Kant GmtJl fell ❑GU24321 (32Wr4124 /270019 ❑ FLG IHareel Gray) ❑-CSWc (CkarGlarselY7re Cagn ❑GU2442a 142WGU24/270019 ❑ GA IGalvn cued) ❑-FGWC IFmtelreamwt W'te Cage) ❑ LED1227-(12WLE0/270OK/90CRIi Wi 0 ❑ In (Line Green) El -We Nes Guarol ❑ t 1230-ae:12WLm13D0af/90Cw/8elim I] MB deaths Black) ❑LED7235•ar I12W LED/ 3500K 190CW/BMIng El IML (ednight8fre) IPa me6 NaWml wuminuml ❑LED1240•ae 112Wtm/4UON(l1N CAI/8�1� ❑ PNC (pawed Natural Capper) ❑tFD182T•*' 11811 LED/ 2700K 190 on 112851n) aD (tat ❑ LED1830:ll18WLa,/3*OOK;9DCRI11288rrg ❑ MR IS". Green) ❑ LED1m5 uj18WLFD/3300K;90Cwl1311Ld ❑ Saw (Sam Gbmwh'kl ❑ LFDI MO'A'(18W LED 14000K 19D Cla 33410 ❑ Sea ISerd) ❑ SS ISabnShed ❑ Tex IT rums Bmnm) [3 Tons tleb zred Graph9e) ❑ TINGflangernet ❑ 1TL (Tahgan wag ❑ Wr (Gloss Wee) ❑ WL lVeli Tem'-ses,sesesim-satsesueanxAne Andleed-sa4mleescA. 2. mpe 3. Glname-LIED.s. edflM 4. wormsp rant®vane KEY: Standard Fitiehes Specialty Finishes ■ ABL Yugmn Bue, ■ LG unis green) ■ 56H Isage Green) ■ IND Tertiaries) IF, GA fGanovenedl ■ an (Budd B.-I ■ MB 1Metb Black) SGW (Sarni GuseWhite) ■I Ill. (Tahitlan Teat ■ BK (Glass all■ A18L (Midnot Blue) SKD (See) IJ WI' (Glomwil ■ BLU (Bit.) NIA (Rented Refusal Aluminum) SS (Satin Silsen YEL (yellow) DID tone Gray, ■ PKC (Paroled Natant Copper) ■ TB2 Rereed Broom) 0 RG (P.m.]Grey) For (Ael ■ TGP (Textured ringr im) rw• '.a, 1Am8NWmr Ave. CillW edixay, Gt 91]AA • IW626.336.E511 • Ivc626SMA286 - rrmr wiitM.wnt pdT20Trry wL1 L'yNe.ADiwiai WiiwQlghGO. Ya.AI rWtrs rmaere4 SW4eel w dwsle wWouln lie _ CALIBER PLUS ARCHITECTURAL '0.1 0.3 0.7 +1.5 +1.6 +0\7 +0.4 + . +0.3 0.3 +o. +0.7 +1.2 +2 +4. +5.4 +6.2 +8:6 +9. +7. +4. +3. 0.7 0 7 i ARCHITECTURAL Available mid -summer 2020 ORDERHOW TO +0 + + + \ + + +� + + 4 + 7 + +4 3 + 5 + 3 + 7 +5 +3 3 + `+ + + - �D APPLICATION coral a o. z * . 0.8 0 \ o. z o. 2.8 6. 8. 6. 1 8 z. 1. z z 1. 0.6 \ SERIES C 74 S Q A decaradve lichens fixture for wall and cable motet is ideal for k that Es« 6 C74SQYW2035ML920ML9DQ5i \ \ square s a applications ens re gti re an-htecturol decarafiv, appeara EDnce with the high lumen output, long lamp life and _ IUU42i'7G Lumens energy saving 6ene6N of Ltechnology ®®® + \ + + +\ + + + + + + + + + + + + + + + - Direct Indirect Illumination , 0.1 o.r .3 0.4 0 1.�y �.� z.3 z.o o. \ 0.4 0.2 0.3 0.4 0.8 3.1 5.0 5.8 4 .5 4. S. 4. +i:6 +o.g +0.6 \ / \\ FEATURES AND BENEFITS bs-65o0K^ N-29° \ SLv 5-(14 0-14191,1010 8WbWI Architectural extruded aluminum cylinder housin with powder coat finish. 20 - 1993-2005 16.501) 57 - 5700K^ M - d3" +\ + \ + + + \ + \ + + + \ + + + + + + + + + + \ .�+ + + an r g PoTwo 74SQLs Avdlebla blank - Up/Down ( 1, 5 - 5000K 04 �.z o.4 0.7 1.5 3.0 \ 4• \` 4 z. 1 z o � 0.6 +0.8 0.6 0.7 + --q.z 3.1 z.o 4 5.9 7.6 9J 14� 7� 1 � 1�4 0•8 Mounting t include Cable and Wall. W-65° / / \ �' - \- flop ors inc A'-Av Aviation Cable 30-(2753-27701, 22.SMn \ u C745OL - 12.4" U - Up Only Wr Wall Mount b = 4000K IP65 mred and war local on listed 6 ova table on lensed wall mount models. t - G - Wall Wash or Separate models ova lable for our remote diver platforms of IRD and C74SQX- 17.4" D - Down Only 9 - 90 Cut 35 -3500 Forward Throw (Type 2)• \ - T� -- _ T- HighFldele Humao Cemric \ \ + + + + + +- Contralto - (see below) h 3 - 3000K K H -Honey Comb Louver +O.O +0.1-- +0.6 + + 2 O\ + 1 +O. +1. +1. 1. +2. 6.1 $.8 10 $. + 1. +O. *O. Ug 1 Tic nal ICIckl Not \ 3 4• �\ \ 4• 9 '39 4• 3 5 7 3 Emegenry(EMIo tonaa'lableinremoednvermodeb. g 27-27ooK A-Acyracabe P ova table in Inman dent nation 30 \ \ Striking archrkctulnl acg s yes Honeycomb Louver, Acrylic Cuba \ \ \ \\ - - - - - _ _ Wall wash apron mailable for wall Standing or forward -throw (Type 2) +off +,o.z \ .5 +1.3 \ 6.5 6 a•z +4.7 +3.4 + 9 +1. +3. +8 3 + 0.5 9.0 9.1 +10.4 +8.z +3.8 + + +1.5 `a.8 _ +4.0 +6 5.3 4.2 z.7 +o. *o.z *0.1 D Prima tiefl ®® P \�\ \ \ \ - _ -\ , Prima reflectors provide a variety of beam distributions and can be interchanged - • - • . •• D in the flee f necessary _ ° / V Custom colors available including wood -grain finishes. N -29° MW -Mane White \ \ I \ blank - No Lens DO = 120V forNnrd + + \ + + + + \ + + + + + + + + + + + + + 1+ I+ + + + + 1 M - 43° /reverse o.o \ 0.1 .3 0:6 3 z.3 g.1\ \ 4.5 zo z.3 4.3 7.9 6.6 5.y 5.6 +6.6 7.8 +4.3 +z.1 O. 0.8 1.g +3.1 5.1 16. 14.6 3.9 0.3 0. �,+o.o *O.O L5-Frosted Glass Lens 10=f10041O10,8W) phasearalovpnaar) sA- sminAlGm^am TECHNICAL DATA 17-Salle Mao- 15-(1410.1419411.4W) W-6" MA - MeathAleme- ^' \ - SLv \ \ I I ° D ( ) G-Wall Wash or DT-ERPI%0.10V III Pins., Te Glass Lens 20- 2753-2005416SW MB - Malta Black t�.• \ \ ( I � Input: 120 ro 277 VAC, 50 60Hz Forward Throw (Type 2)• Drm to OBI + .+0. \ + - + + + + \ + + + + + + + + + + + + + + + + + + + + + + + + + 0.IOV 1 % (linear) and forward/reverse hose (120A dimming. L9 -Clear Tempered 30 - (2753-27704 22.8W4 BZ- Bronze O. 2 \\ O. O. 11. 1. O 2 6 1 2.0 O. O. O. O. O. 2.0 I 1 1 0.2 0.0 0.0 - O.O 0.0 P g Glass Lem H - Haiti Comb Louver DU - Eta. 0-1 OV 1 % gin-) 7 49 4•$\ 3• 3• 4• 3.5 3• 3.3 3• 4• 3.9 4 3 4 3 4• 34 •5a CRI-80. Available CRL A - Acrylic Cube COLORS (See Last Page) \ \ ( Expected lamp life to be 50,000 hours with 70% lumen maintenance when \ \\ \ ) y�' /� ambent temperatures do not exceed 35°C Lower ambient temperatures yield 't Whns Loopy/White oaxl s amnm weepy/Whirs mrd 9 Wh oar /Clearwrd / \+ + - + + \+ + + + + + + PCp, E+ longer lamp life a, 2 Whnewmpy/Black coed 6=Bmnm cawpY/Blackwrd 10 Bladw«py/Clear wrd + + + + + + + + + + + + + + + + + + ,v 0.0 0.1 Q\3 5 z 8.z \ 5. 3. 16 g 1.8 1.5 +1.6 1.7 z.3 z o3 z o.z o.3 0.7 1 1. 0.8 0.4 o.z o.1 O.O +o.o +o.o o. o• o.o \� 3 ekxkwrepy/wb8ecoa 7 swerwnapy/WMrsmd n see wpr/aearwd r \ \ I 4 elackcaropy/BI«k-d a Stver«nopy/Blackmrd 12-Broo py/C6.,.,d ..-�a REMOTE DRIVER OPTIONS (PUBLISHED SEPARATELY) WL-Wa Location/IP65, Wall \ \\ \ Mount WKh Lens fAvadable-wet bcmi--IP65 mred Must spedihere and WL option. \ +\ + + I'a. -' + 12;4• IRD(In cede Remote singleDriverfeatures aere.frogB ets diver small ecessed'n the ^ 6500Kand 5700Lnaavaibbfe in 90 CRI \ + + + + + + + + + + + + + + + + � + + + + + + + + + - + + + + \ g g F-Fuse o.q o.z\� o. .9 \ 4.7 5:3 4• - \ z 2 •8 •9 0.7 0.6 0. o.g o.8 0. o z 1 10L 0 �3 0.6 0 0.4, o.z o.1 0.0 0 0.0 0. o. o.o o.o o.d o.o o.o ceiingandopemtesosinglelghungf mre Benefits include )25" thick aWall wad o be dwitham,kesf[9 canopies, emergency (EM) options, and longer driver life due to reduced exposure Pa na can ape or ) �, ///g ro the heat of the LED engine. Both new construction and remodel style housings are +\ ` +.! +� + o _ - - -- ------------- + - +- 2�------r---•-_--+----�--- + available. D \o,i \ 1. 3.4• ° 3.0,. \2. $ of - O 5 0.6 $ 7 ' O.[P, 0.3 ° 0.2 a 0.1 •, O.l 0.1 O.O 0.1 ° •2( .2 O 3 a +0.2 +0.2 O.1. 0.11 O O.O O.O 0.0 O.O O.O - O.O O.O +�.0 O.O a n p \ " - --.-------i °•_4-_--_° -- • r \ CentmlDrve.m system features a remote panel that operates multiple lighting fixtures. This remora panel can be installed n an easy-b-access area suchas a utility closer. -m4t•zur- Ban. s are thesame, as our IRDsystem aswell as easydrver replacement + + + _ + + _ - / *0.0 -- -- - + ----- + + + _ + - NOTE: LAST (q) SPACES DO NOT O. 2 O. \ 1?2 1. o. 1.{--' 2�--�. --R. 6. O- O.1 O.1 O.O 0.O 7 O.O 0 1 0.l O.1 O.1 O.1 O.b -+0.0 o-.i .0 O.d O. 0.0 Lighting fxteres for these remote driver systems are published separately and can be 1\ �• \ 4 9 5 -� �- �, COUNT TOWARD OVERALL PARKIN TWO LENGTHS AVAILABLE found on our webste. Please contact our sales team for mom Informal on these \ t / +++- - +0.0 +d.o +0 0, + .0+0.0 +0.0 +0.0 +0.0 1 +0.0 + .0�" �co O.6 -+0.0-_0.01 +0.0 +0.0 +o.o11 +o.o +0.0 20' 0.1__, +O. +O. \+ +O. +O. +O. r:B--+ZO. =..O+..O - opium \ 1 t I 1 0. +\o\ =+ 1 +0.z +0.3 \ +0.3\ +0.3 +Gcn� 0.4 +O. +8.1 +7.7 +4.0 +2.2 + .1 +o. 0. '0.0 +0. +0.0 +0.0 +0.0 +0.0 I +o.o +o.ca, +0.0 1 +0.0 +0.0 \II w l° \ \ \\ jP, X X %� Intertek Wall Mount Only \ \ O \+ + + + + + + + + + + + + + I + + + op wulWm t«arron o.o- o. 0.1 o.s +qz o.4 0.6 1 10.3 6.5 3.5 1.6 0.9 o. 0. 0.0 b. 0.0 *0.0 0.0 0.0 0.0 0.0 0.0 1`0.0 0.0 7It \ O +o O +oio +0 1 +0 2 \+0 2 `\ +0 3 O 5 "11 3 +9 0 +5 5 +3 2 +15 +O +d 0 '04) +o +o o 'Do 'Do +0 0 II +o o +D o , + \ , oaot o4sox 12.4" 174° Ebanter Twen - Meruraofured antl testedW ULR1598/8750 antl CSA Smddartla. \ \ I 6.9Ibs 7.35l1 All Paigni Podects meet or exceed monuments as estate ehed by the \ \\ SLV I , I p'aBeC NanawDeeiralcoaa.speaacanmasaoleatmaungewwrartnoera. 4 0� g` o.O- o. 0.1 o.i o. 0.5 z 8.9 5.3 3.3- 1.4 0. p. 0. PROPOSED 3,280 SF O.a *o. o.o o.o o.0 0.o I o.o o.o o. o.o o.o PATHWAY PathwayLightingProducts,Inc,PO Box 591,01d Saybrook CT 06475-0591 PATHWAY Parh ha had-,, P.O. B-391, Old Sa kCT 06475.0591 \1 1} ' ° I ® v Y e• LCBV45.0 . voice 4 tie, e 1CB145 0 \ \ \\ t ° OF MANUFACTURING/ I L �] I-i I N �] once 800.342.0592 Tax 800207.0090 www.pathwayfighAng_ • ma19. sale s�parhwaylighh'ng.com LIGHTING 800.342.0592 • /ax 800.207.0090 • wwwyadswoylighrtng cam +nark. sales�parhwaylighnng.com PAGE 2 +0.0 +oO +0.1 +0.2 \+0.4 Po.6 + 2 +10.4 +6.5 +3.4 +1.7 +0.9 +p. 0. PROCESSING/ +0:0 +a. +O.o * .o +o.o +0.0 j+o.o +o.o oo,`, +o. + \\ \ ASSEMBLY/ & ° �,, �XIS°PING EXISTING a fl o - +o +03 +o\ +0 \ r +s2 +7s +41 +�3 + 1 •o, -, + + + + 1 + MEDISPA CAL OFFICE BALLET SCHOOL +�. �+ FABRICATION o.o o. o o.o o.o o.o o.O o +0'0 00 0.0 \ \`I //2 6 SF) (6,80o SF) NOTE: \ fl .0\ 1+0:1 0.2 +0.4 +o. + +3.8 +4.2 +3.9 +1.8 1.0 +0. 0. +0.0 + L o.o .O +0.0 +0.0 -,P.O.o +0.0 .O .o T�o o +o o \ 1. 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