HomeMy WebLinkAboutARB202000073 Plat - Revision 2020-08-11GENERAL NOTES
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2415 IVY ROAD COMMERCIAL
St. Anne 's-Belfield
v+@s a School Belfield Campus
5
IPA TOWER INVESTORS LLC
PO BOX 5509
CHARLOTTESVILLE, VA 22905
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
31280 SF MANUFACTURING/PROCESSING/ASSEMBLY/FABRICATION
TOTAL SQUARE FOOTAGE: 28,960 SF
EXISTING BUILDING TO REMAIN WITH CURRENT USES:
2,465 SF MEDICAL OFFICE
61800 SF BALLET SCHOOL
81160 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 5. 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 80% 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.
REDEVELOPMENT PLAN �__o
T.M.P 60-25 \
ROSSER ASSOCIATES
D.B. 1083-50
D.B. 635-308 PLAT
ZONING: HC HIGHWAY COMMERCIAL
USE: COMMERCIAL OFFICE
FINAL ARB PLAN
SAMUEL MILLER MAGISTERIAL DISTRICT ,a,o'`�
ALBEMARLE COUNTY, VIRGINIA
SHEET LAYOUT GRAPHIC SCALE
SCALE: 1" = 60' fit) 0 30 60 120
( IN FEET )
1 inch = 60 fI.
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SCALE: 1" = 1000'
240 LEGEND
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EXISTING CULVERT
0 DROP INLET & STRUCTURE NO.
CURB
CURB & GUTTER
PROPOSED ASPHALT
PROPOSED CONCRETE
PROPOSED PAVER (IMPERVIOUS)
BENCH MARK
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EXISTING 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
RETAINING WALLS: NO RETAINING WALLS ARE PROPOSED WITH THIS PLAN. A STONE WALL, FOR
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.
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, LOTH 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, LOTH 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
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BE REMOVED ILL(W ° e
XLLOW
OAK kW - r > oHE JEXISING C N RAPoP TO B r - � :: •oHE REM:OVED ', WMr� GN° OL°E � ' '�1 V,5EXISTINGA�PHAVT I _ - IGN" ` I \K° `/ PATH TO BpREL6tATED I <. r ', , ,.I:, �% o oHE _ oHE SIGN° P SO �, �FH .,,.: ., 0 0 HE o WATER0 oHE- SIGN 0 O
OAK I k -- ' ISTINGTR E_a - SIGN URB METER O O
MANHOLE \. � p/hd: W " B NV IN= pI TOP= CURB
TOP=568.06 I, , .. Fi3l ND TOgE# DI oHE CURB W- W - - -_ _�_ _- CV
_'i (LID SEALED) 2 �� --- - W w
00 197.70--D-WM -- L=387.34 SdD S D SCD SVD Sd�
IRON CIO POLE a E� ° E / �V S 95D
FOUND ROCK W Sd9 Sb'T - - -
' T P E. N71°16 OHE--OHE -VL 03 SV9 INVOUT=J� u
WALL SIGN oHE 9 �0,,� - WdD S'd `] 3 V H
P- OHE� UTTER O N w
SV9 U.S. ROUTE 250 IVY R A _
4•• - `-- 564_, SV9 - - _ _ _ _ - _ - - - SHOWN AS 80' WIDE ON PLAT IN D.B. w d - a
24' ri �-_ Sd WATER LINE & - - - 296-432
JOB N0.
5s ss SI 1 r� =SV9 - (D.B. 1560-435) - 192171
_ _ S-Y _
\_\ _�� -565.54 N5 UT=S ------ TOP OF DROP INLET
Sd9 V IN=560.28 EXISTINGCDL------ GRAPHIC SCALE
Sdc� OAD) _ _ _ - - - - nREbNETO BUILDING ELEVATION = 555.23 SCALE
GAS - Nv.w-5 u S ROUTE 25T p g. 296_ 432 - - - 3° ° 5 3° 6° z°
1 "=30'
GAS EXISTING WATER SN_OWN AS������� LATERAL&METER TO SHEET NO.
BE REPLACED ( IN FEET )
1 inch = 30 ft. 2
°\ SITE PLAN NOTES: w
1. SEE SHEET 2 FOR BOUNDARY DIMENSIONS, METES AND BOUNDS, AND SURVEY INFORMATION. Lu
IRON ° 'O 2. TRASH SHALL BE STORED & COLLECTED IN DUMPSTER CONTAINERS. S H ��i
OUND \° v� 3. CONTRACTOR SHALL VERIFY ALL ROAD, STORM & UTILITY CONNECTIONS VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL U-)
\ NOTIFY ENGINEER OF ANY DISCREPANCIES.
\° �0 4. ALL BUILDINGS ARE EXISTING STRUCTURES WITH SLAB ON GRADE FOUNDATIONS.
7 R=296275 \ ti S. A MINIMUM 2o' DRIVE LANE (CLEAR OF PARKED CARS) SHALL BE MAINTAINED AROUND THE COMMERCIAL BUILDING. w vSCOTT R. LLINS�
\ / L=206.85 °\ 6. CONTRACTOR SHALL RELOCATE OVERHEAD UTILITIES AND/OR LIGHT POLES AS NECESSARY. CONTRACTOR TO WORK WITH UTILITY COMPANY FOR THE DESIRED ° ru;
AU Lic. No. 035791LOCATIONS.MIT ( 7. CONTRACTOR SHALL REPLACE THE PORTION OF THE EXISTING ASPHALT TRAIL LOCATED ALONG THE FRONT PORTION OF THE SITE AS SHOWN ON THIS SHEET. �p °08/10/208. INDIVIDUAL SIGNS WILL REQUIRE SIGN APPLICATIONS AND SIGN DESIGNS WILL BE REQUIRED TO MEET STANDARD SIGN GUIDELINES REGARDING SIZE SCALE �3
20' \ \\ ° O AND PROPORTION RELATIVE TO THE SIGN BAND AND THE OVERALL BUILDING. _ \° SIGNAL E�
SANITARY \ \ 9. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED.
SEWER ° 1o. 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 FRAME ~ ° d
ESMT. \ \ \ �� THE PARKING SPACE THEY SERVE. BLDG. Q
(D.B. 2706 \ \ ° UTILITY NOTES: \° O
-178) \ NG RWSA \ 6 1. A MINIMUM OFi' OF VERTICAL SEPARATION FROM STORM SEWER & WATER AND SEWER LINES MUST BE PROVIDED. I
\ VCP S�NITARY SEWER PO
EXIS o C z. A MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/LAND S/L. °
TEMP. \ INE \ CG-2 CUR IRON \ 3. A MINIMUM OFi.S' OF VERTICAL SEPARATION FROM WATER AND SEWER LINES MUST BE PROVIDED. \ Q�
ON STR. \ W/2' OVERHAN SET ° 4. ALL PROPOSED WATER METERS SHALL BE ENCOMPASSED WITHIN AN ACSA EASEMENT & SHALL BE DEDICATED FOR ° o
(D SMT \ \\ \ CG-zCURB \ cS� PUBLIC USE. \ R6 z z
\ \ \ W/2' OVERHANG ° TR S. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING ELEVATIONS OF ROADWAY, CURB & GUTTER PRIOR TO pAV D ° J
Di
CONSTRUCTING THE EXTENSION OF THE STORM SEWER, SANITARY SEWER, WATERLINE AND PAVED ACCESSES.
\ CG-zCURB F S3gs ° CRT CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES SO THAT THE ELEVATIONS OF THE TIE-IN
\ W/2'OV�ERHANG �� C5� 2� \ 9Tj� CONNECTIONS CAN BE ADJUSTED ACCORDINGLY. t 10 >
\ \ Q TYP O F 4/ V/RG/�/ FNTF�°\ �/ / 6. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL TEST -DIG AT THE LOCATION OF THE EXISTING UTILITIES TO CE LLIIOGHE \° F o
3 8 q O /VC CONFIRM DEPTHS AND TO ENSURE THE PROPOSED SEWER, STORM AND WATER UP GRADES CAN BE ACHIEVED. z m z
\\ \\\ 3R ® SS F�EOTR/C F TRACT\ 7 BOX SHALL BE
OFFICE ODETERMINE THE LOCATION.
PROVIDED
BUILDINGS FOR EMERGENCY ACCESS. CONTRACTOR SHALL CONTACT THE PAVED
FIREMARS'S
\ g ° 8. ALL CONNECTIONS TO RWSA MANHOLES SHALL BE WATERTIGHT AND MADE WITH A FLEXIBLE RUBBER BOOT. \, ° Vl z z
\ PROPOSED ASPHALT O Ty a, A
/ PARKING LOT F ® (�'e �WFR \ 9. ALL CORING METHODS, THE CORING CONTRACTOR AND ALL MATERIALS FOR CONSTRUCTION SHALL BE APPROVED - `.x \ O O
\ \ TYP / 6� , ® 262\ 00 ° BY RWSA IN WRITING PRIOR TO CONSTRUCTION. B4 . > WOODEN zo' 20° o
\ \ ry 46�JtiIpq V \D 1o.RWSA ENGINEERING STAFF SHALL BE PRESENT FOR ALL CORES INTO THE MANHOLES. CONTACT RWSA WALL \ , ; CONCRETE \ O O
\ ) ENGINEERING A MINIMUM OF 3 BUSINESS DAYS IN ADVANCE TO SCHEDULE A CORE OF MANHOLE.
Eq s DUMPSTER m ¢ a
11. ASS PUMPING MAY BE REQUIRED ATTHE SOLE DISCRETION OF RWSA STAFF. " U, DRAIL �/ PAD N
\ R ENT 12.GR0 G OF THE MANHOLE BENCH OR INTERIOR MAYBE REQUIRED, AT THE SOLE DISCRETION OF RWSA STAFF, N' ® & ENC X X w k
2' FORASM THTRANSITIONOFFLOW. CONCRETE°. m 2:\ 3I 'R �: TYA CEDAR 13. EXISTING MAN ES SHALL BE BACKFILLED TO ORIGINAL GRADE TOTHE SATISFACTION OF RWSA. _� e- -x- u�i
\ ACFE= q 14.ALL WATER LINES, ER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL p NOTE: LAST(2) SPACES DO NOT pO > m m
O(F COUNT TOWARD THE OVERALL PARKIN �F FORMERLY
\ INSPECTION PERFORMED THE BUILDING DEPARTMENT. STATE W a a
ALL ROOF DRAINS SHALL DIS GE IN A MANNER NOT TO CAUSE A PUBLILC NUISANCE AND NOT OVER o8z VP�. _a.0, ° d a a
Ice
2 CURB �'� CG z CURB SIDEWALKS. oHE° o • ROUTE z z
RO 754
DVERHA CG-zCURB \ \ PAVED
\ \ PROPOSED 1o'xio' ° "
n W/z' OVERHANG , ® DUMPSTER PAD WITH
\
14 4F' �' T.M. 60 24A WATER CURB /
\ \ Tlp WOODEN ENCLOSURE o UNIVERSITY OF VIRGINIA FOUNDATION GENTRANCE METER ^f -rz- z8.09 GUARDRAIL
WITH' \ D.B. 5184, P
SITE TO
EDAR 'CONCRETERETEAPRON ° ZONING: RA RA
\ VQ 4 SEE DETAILSHEET7 USE: RURAL/RESIDENCE _w __ w�
\ ^
\ � 9WALL-------- -- _
9 ?S, TYP IT,
PARKINGAREA FLU ° -- o 0---
R 3Ezp u,
\ WITH SIDEWALK' \ \ w N N
\ \\ CG z'CURB ? SHALL INCLUDE a, ¢ 00 o
'PROPOSEDPAVED _� BUMPER BLOCKS'.
'CG-1z / PARKING AREA N I�4R \°\ 432 iO a0
\° /
\ ss \ f S'R \: LE
\ �' Q \ 0� = IRON
TYP 5 FOUND �° NOTE: MECHANICAL EQUIPMENT SHALL BE LOCATED ON
� \ 3 R o. 3 � ;
\ \ CC-1r [CG_iz \ THE ROOFTOP OF THE EXISTING BUILDING. VISIBILITY OF
NEEDED FIRE L W CALCULATION: �P� CGS"CURB SHALL BE ELIMINATED FROM
ALL MTHE ECHANICAL EQUIPMENT S A USE OF PARAPET
' WALL WALLS. SEEN ARCHITECTURACE CORRIDOR L PLANS. TH THE U Q
NFF=(C)(0)[1+ + A = 3,o63 x 1.25 x [1+(o.o6+o)] = 4,o58 GP 5o (SPRINKL RS) = z Oz GP NEE \ vT \ ❑ CG-1z ❑ ] \ NOTE: LAST A SPACES DO NOT NG \
\ CG-zCURB CROSSWALK CG-zCURB .�... � � •� ° � � 1h� EXISTING COUNT TOWARD OVERALL PARKINGL9
C=18F(A)Ao. = 8*1.o*z8,g6o^o.5 = 3,o63 \ 6' CONC]ETE W/z' OVERHANG /6' CONC. C NC. B B B ' I [� PAVEMENT z\o'\ o ti
CONSTRU IO TYPE -CLASS II MASONRY CONSTRUCTION / SIDEWALK �` SIDEWALK 4 B B (MILL/OVERLAY) \° �Mn
A=1 FLO X 8,96o SF= 28,96o SIF \ \ c \° Ch W
0=0 P CY FACTOR= 1.25OR C-5 RAPID BURNING A \ �10 12' ENTRANCE 0 �xX X M
\ AREA RESERVED FOR ENTRANCE
- .o6 F 70' AWAY BUILDING EXPOSURE OVER 1-100 FEET \ 562.35 y
\ MECHANICAL EXISTING CONIC. 562.42 �, 9' °
P= R UNPROTECTED OPEN COMMUNICATIONS \ \ N Q
o% REDUCTION IN NEE FOR AUTOMATIC SPRINKLERS \ \ EQUIPMENT(SHALL PAD TO BE SPACEPROPOSED(2)LOADwGAREA TYP. STRIPED
\ �
SPACES (1POSE MIN. AREAS:
HEIGHT 1 , °
\ \ RESCREENED AS EXTENDED TO MIN.) PROPOSED AREA5:1Yxig' i8' ��PARKING SPACES \ co J
\ \ REQUIRED) SERVEASA AND1z'x34' 47 1 STORY FENCE• ° Nt
\\ 6' TYP. _ 20'i8' TYP. LOADING DOCK PROPOSED 3,z8o SF i - al.STU CCO CONCRETE €
TRAVELWAY EASEMENT 0 BC BLOCK ° -
F MAN FAT RIN S o O U C U G/ �
\ \ 1O N
PROCESSING/ FOR BUILDING-- z (5,250 SF) DECK ° Tj� II
ICD LL.
\ TYP d 0` ENCROACHMENT n EXISTING ° ° • ° . ° \�
\ \\ I10 ASSEMBLY/& (D.3. 3919-265 MEDICALOFFICE EXISTING e. NEW PROPERTY °\
\ \ _TYP CG-z CURB FABRICATION TRANCE ' SPACE BALLET SCHOOL FRAME WALL LINE WITH E RTq % LU N 1
\ \ (z 465 SF) (6,800 SF) BLDG. BOUNDARY LINE ° /O w N
\ \ 562.43 ADJUSTMENT \ N
o Q
\ PROPOSED - - \ n 7
\ LOADING ENTR ENTRANCE CONC. - > Z
\\ I 560.06 i POLE S3 ° _ -
\ \ AREA(30'x50') 560.07 CASINGS 6S2 \ Lul
w _ w u--I
\ H \\ PROPOSED HEAVY 1 STORY METAL NO PARKING 9° 4 PLANTER /^ s. s)OF62) ° Ln"O� FIRE LANE MARKERS l� J
TRAVELWAY
\ Q BRICK C PLANTER ° ENTRANCE ?
\ 28,960 SF � ENTRANCE OLE BLDG. z � O Z
DUTY ASPHALT STEPS
\ \ ( ) EXISTING S EPS 10'
\ \ v PROPOSED 18 i8o SF PAVEMENT TYP. AUTO / METAL = w
a
\ o- ENTRANCE- SPKR 1 STORY t o BLDG. FRAME W
\ ASPHALT �6, �, i
\ e COMMERCIAL OFFICE/RETAIL RA BLDG. \
\ \ A 562.43 �4 (12BR5 SF) -- i8 - ICKm PROPOSED l 0
T.M.P 60-25 \ PAVED 20, T°rP. ACCESS & PARKING LATER' w
ATES
D�B.S635�308GIPLAT \ \ \\ PROPOSED PARKING AREA FLUSH ??� z6' 9'ONC!' EXISTING Ig' EASEMENT 2O
D.B. 1083-50 \ CG- CURB TYP Q J
ONC
ZONING: (HC) HIGHWAY COMMERCIAL \ ENTRANCE SHALLINCLUDE__ I i8 ENTRANCE OFFICE SPACE ENTRANCE- CBOX \ ` = Ce
w ~
USE: COMMERCIAL OFFICE \ - i8 __", 560.03 8,16oSF 560.03 H LID ICE PAV D U D
7
I EXIST.SEWSAN \ uE4)Py 56240 BUMPER BLOCKS 9 =-' -
BOX J
TY'P. 18' TYP. C 2 BBB € LIGHT _,(
\ 6' CONIC. PROPOSED 5,000 SF PROPOSED 2,500 SF TYP. o id T.M. 60-25B T NK ;. °POLE Q W
\ \ SIDEWALK COMMERCIAL RETAIL RESTAURANT EN I RAN( LOT B -__ r CLEANOUT PT " . LIGHT 1 Y ^
\ \ \\"Oor
PROPOSED6' 562.30 1.71 ACRES 4 TB STORY OL OL �CE
EXISTING POLE w U
PROPOSED CG-12 PROPOSED EXIST. GAS B' GAS _ S
\ I \ HAND. RAMP CONCRETE SIDEWALK EXTERIOR METER TO BE 2y' - METER - CONVENIENCE BRICK, n
\ PROPOSED FDC M D
BRICK PATIO RELOCATED �9 v P-- STORE BLOCK & BLDG D W O
\ PROPOSED
I POTENTIAL FUTURE \ \ CG-zCURB PROPOSEDCG-1z ( ) w/4'ENCLOSURE LI ` 3'R - r r 18 ENTRANCE £ 2,350SF FRAME " ® e V!
6uSF //
` TRAVELWAY OVER ANG 0 E HANG CLEANOUT T10 j
\ \ HAND. RAMP A
CONNECTION TO EXISTING TREE B °B °B _ J
ADJACENT PARCELS \; t # i i_1:' + - TO REMAIN --'---------- - - °� WAD
d C
�.
\ / \ R PROPOSED �--------------- - - - - - s
o WO F--
LU G
LLI
TO THE WEST o00 10 L- RETAINING j M
\ ACCESS -L'-F - �' 2HA1dG LR,,'vFI WALL e O
` \ \ 3' TYP. C i� i 5' [ONG _i SEMENT - - - - - - - - - -
-____ 'R 9' 3' 4' - - - -
SfgEWALK: - EXISTING- °LIGHT N
/ --_- - N OF ASPHALT y - POLE° CONCRETE �/�
L1
GAS PUMPS
_ = 5'R a�R PAVEMENT - CZiNC. vJ
_ EA ° ( �
---- PROP v
> NEW E" SAN 3 _ _ _ LOCATION - STEPS.
/EX ST FIRE _ _ CG=1z INGRESS/EGRESS T 8 ETAL F-
\ ` SWR LAT. PROPOSED BRICK z88 R ' LIFE ;r. 8 0 _ - - - - - ^ 9 1 12 5" I SOLE- CANOPY °
PERVIOUS - - <
_ y WI L W / - - - - - - - -TYP. �YP. O 38� VRD 1,082 VPD' , w
s i <- PARKING SPACES
�SEgBACK-� '-A �fl. _i o off OHE e�
Q
oMAX. B4D _ r WM L=387.34' O
3'R _ --- IGN :r, ° „POL°E' adOHE SIGN SIGN
PROPOSED HEAVY � � - i ii � --- � 7 / � oNE doHE SIGN
_ DUTY ASPHALT I - J _ FH
TRAVELWAY - - `I
Gg,PARKIN65ETBACK� / �a -- J °
\\\ � fl �' . � �:O O URB EXISTING ENTRANCE oSIGN SIGN ENTRANCE WATER
MANHOLE \ . - i id 3N. BL3 ..., ,. g°5 VPD B N _- -- - w R MAINTOTHESIWE TO CURB REOMAINSITE TO METER tOJ
TOP=568.06 _,, w G = ---- ----------w -- v v
-- - \
(LID SEALED) \ _ _ - _ oHE RB }l� q�} �w �� S- ---- - ----- - w- - -v NTRA M /
U _
-_ --- -, •1'C� DJV.� � -_-_-SIT - � � � 4_-LNI
-
Q 0
IRON -. •: . ..:' .n'.. �..,: h _ „'+€€ ':..".. -`- \ w L=387.34G PEARtl9-stlo-Svo-svo s-svoSv° Svo-svo E-DISTANC _
POLE -- -- ��C------------_----
II FOUND ROCK stlo-svo seo-
n OHE t Stl9 -
'�a,\\ WALL SIGN oHE oHE s y.«✓ o Svo �Stlow
P_ -, �oH -b - 3..�+� "" svo svo � EXISTING ENTRANCE J
_ _ s
NEW 1" WATER v S"' svo DISTANCE TO TO THE SITE TO EXISTING CURB CUTS U.S. ROUTE 250 I VY R u
a EXISTING ,SEES N SI w� w w V d -svo �_LAXERAt`�nsvo WATER LINE & NEA REMAIN _ �o6€&€BLAEIEDAMZIB--- --- -SHOWN-AS- - -WIDE ON PLAT IN D.B. 296-432 O l V w
_ INTERS, ECTION-416' A CONTINUOUS CURB _
w� tlo-S"'� (D.B. 1560-435) II-�
w� svo � PROPOSED MIN. 6' _____ JOB NO.
_ _ - _ ____
w vo• vo PLANTING5i@IP------------- AREAOFWP-2MILL TOP OF DROP INLET
stlo �Stl9 ROAD) ELEVATION = 555.23 192171
�svq- U IVY ------- ------------
_ 250 � 2g6-432____ -- GRAPHIC SCALE
�GASGASGAS 0" U.S. RO T �N _D •B'-------- PROPOSED SCALE
GAS GAS C.E= �- 5'
Sl"CE�1SSpN _ �Q�-�- 30 0 15 30 60 120
SHOWN g�-$9-- CONCRETE SIDEWALK 1��-3��
PROPOSED FIRE HYDRANT
12"x6" T.S.&V SHEET NO.
2-6"45°BENDS ( IN FEET )
1 inch = 30 ft.
3
IRON
_OUND
20'
SANITARY
SEWER
ESMT.
(D.B. 2706
-178)
TEMP.
ONSTR.
SMT.
(D. . 2706
D
Pre -Development Impervious Areas- Water Quality
(Defined by the Limits of Disturbance)
Existing Parking
Sidewalk
Public Road
59,773 sf
1,457 sf
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
(Within the Proposed Limits of Disturbance)
PROPOSED TREE
PROTECTION FENCING
AG S WI I H HIVHAV ,
a / INV_
2' WIDE CURB CUT 564.26 D PROPOSED DRAINAGE
EASEMENT
0 WITH RIP RAP _
\
\
TOP=581.9
V=578.8
\
PROPOSED
GRASS DRY RETI
NOTES:
i. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER
SIDEWALKS.
2. ALL WATERLINE, 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.
iCOTT/R. C19•LLINS7
Lic. No. 035791 �
08/10/20 'tAj
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560.07 CASINGS PROPOSED TREE \ S J
PROTECTION. ENCING Q
\ \ 1 STORY -L T PLANTER d S) 62 (� i
(j BRICK STEPS R ° ENTRANCE ? DIT P= g.7 ��8' �0� FRAME D (n O
LO (28,960 SF) CONS IPLANTER Spy ENTRANCE/ /I V-5 9.1 OLE BLDG. W _j Vj
w rn
PROPOSED i8i8oSF U NV QT , ` AUTO METAL
5 7 SPKR 1 STORY - O m 9 BLDG. FRAME ~ / Q
\ 2' WIDE CURB CUT COMMERCIAL OFFICE/RETAIL RAMP DI o- a
ENTRANCE BRICK BLDG. 0
m L9J w z
WITH RIPRAP 562.43 PAVED 1 I I` (12,175 SF) �_
T.M.P 60-25 o. , LA TER 0
ROBBER ASSOCIATES PROPOSED LANDSCAPED t `\ 0' Qpl Q
D.B. 1083-50 \ , GRASS DRY RETENTION BASIN m zo' = w
D.B. 635-308 PLAT Jl GONG. `
I p pi ! , ENTRANCE EXISTING -ONC. U
ZONING: (HC) HIGHWAY COMMERCIAL \ OFFICE SPACE ENTRANCE TOP=s59 6 BOX
USE: COMMERCIAL OFFICE -ENTRANCE` 560.03 560.03 Nv Iry V- 56 H LID PAV D I
562.40I BOX
8 i6o SF
EXIST. SAN �, 545' 556,34 DI O
SEWER 1z ExST PAVED C 2 B6
' PROPOSED S,000 SF PROPOSED z,5oo SF I�i / / PAkKI C T.M. 60-25B DI TOP- �� T NK .; OLIGH H�
\ / ILot LOT B 559,69 W U Q
X, CONTRACTOR SHALL TAKE CARE WITH THE COMMERCIAL RETAIL RESTAURANT ENTRANCE 30>5 / TIE PROPOSEDDRAINAGE 71 ACRES CLEANOUTPT Qa UL, FENCE LIGHT
GRADING ABOVE THE EXISTING 22" CLAY SEWER IQ &Q / / INTO EXISTING DI + TB EXISTING 1 STORY UL � POLE I ~
MAIN. THE RWSA SEWER LINE SHALL BE - PROPOSED 2' CURB CUT / / GAS GAS STATION/ a g'
PROTECTED DURING GRADING ACTIVITIES 8 I CONC. 1� /'I METER NVOUT= CONVENIENCE BRICK, ATM Ul
w z
AND MINIMUM COVER REQUIREMENTS E� / / I _556 24 BFRAMELOCK & •BLDG C Q
STORE G
/ SHALL BE MET. ADDITIONAL PERMANENT 6 2,350 SIF
PROTECTIVE MEASURES MAY BE REQUIRED, 564b €P CLEANOUT / / h`',%LJ J_-- i ENTRANCE AP 35 ®B °s >' e W00
OVERHANG HANG T Q�
SUCH AS REPLACEMENT WITH DUCTILE IRON PIPE :B WA Lw
/ - - -
/ 6.. o7C o T o L - - - - RETAINING
OR CONCRETE ENCASEMENT.' r �. < O
TREE PROTECTION y AtiG YH '
- GAS PUMPS a
44 - - ':)�'C_iZ, WALL " .� e•`e:
�a.goEP �_- _ BOL. '"1C GRAVEL
FENCING _
/ _______ _ '�J_s2s s r I•° - SIGHT.
/^QI / / - _-_-- - _-- 6 cz E� 6a�EP 6 on I -CN POLE° " CONGR>TE �- Q
/ / /rA
6 oYt. 5 7 I I \ 5 -� GbNC. • `p . ;a:
' 56i26EP 3 i I STEPS ETAL
�� s63 mEP --- - I v 8 � � i i ii �_ 12, 1 _.1 ii�In Hr� •'p •". CAN • •"LL.
/ r s �n ( " 0
��..��—y—_. OHE ` LL
a„
•PQL oHE SIGN
� U: �X GPa � °+SIGN
:Lyf.Q1 5� ".' '(:' OHE �OHEa SIGN `J
_
SIGN
e e
v � z I _ o IWATER
MANHOLE \ 3 ---- DIF B o °SIGN o METER
SIGN URB
- - - INV IN= I TOP= CURB O O
TOP=568.06 DI URB W_ N
� (LID SEALED) ��. A - -s ------ �W�
Ooiv - 9�00
- _.� ..,. ; POi E _ PEAR
IRON - L=387.34 S D SC9 - - - -
�\ / FOUND ROCK 4,hOL �` _ ,PROPOSED STORM BOX - Sd9 SHD - - w
a _ �oH OHE PROPOSED SV9 Sd9 INVOUT- Sd9 Sb� - - - SbJ T}�
WALL SIGN oHE 9 WALL FORHIGH DECORATIVE d9 Sd9 33U U V H
SCREENING w [V H
—1 _ — PROPOSED z' CURB CUT U.S. ROUTE 250 IVY R A 0 w
/ ^: - PROPOSED BRICK - - - - _ - - - - - - SHOWN AS 80' WIDE ON_ PLAT IN D.B. 296-432 --
WATER LINE & ----
/ 24" N _ S\ PERVIOUS PAVERS IF JOB NO.
--_-- - / o
V. IN S Sd9
56 55 �wv uT= ssd5 PROPOSED z' CURB CUT (D.B. 1560-435) - - - - - - - 192171
=565.54 5 a S _ - - - - - - TOP OF DROP INLET
—� sd� , , V IN-560.28 oAD) _ _ — — — — — — — GRAPHIC SCALE
—�— — — sd9 Nv.IN=56o.1 IVY R - - - LEVATION = 555.23 scaEE
` S GAS U.S. RO � \T j -D.8. 296= 432 _ - - so o s so so zo 1 n=3��
GA ' SHOWN A��9-
( ) SHEET N0.
IN FEET
' 1 inch = 30 ft. 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
EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL
°
BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE
y
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
\ ----- PROPOSED TREE\
OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED.
_
\\ --- - PROTECTION FENCING °\
5.
TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE
EX TINGRWSAI2"
OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED.
VC�SANITARYSEWERPO -
LINE
6.
NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE
\ �,f' IRON"
��
PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR
\ SET
AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING
\' (1) PA
DEPARTMENT.
\ __
~
7.
WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER,
SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY
\ \
SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION
\
2�O6'
OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE
TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST
EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED,
\
BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY
\ (1)AS l
''
DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND
\ 4) IV (X) y
'
PROTECTED.
\
8.
ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY
\ (1) PY
TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED
\
IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE
-
EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS
INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER
OR TREE SPECIALIST.
s
M
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
PEDESTRIANS.
LANDSCAPING CALCULATIONS:
TOTAL PROJECT AREA 4.8 AC): 209,088 SF
CANOPY REQUIRED 10%20,909 SF
PROPOSED TREE CA : OP 775
LANDSCAPING PLANT SCHEDULE
SYM7
BOTANICAL
COMMON NAME
SIZE
CANOPY (sf)
QUANTITY COVERAGE
TREES
UPA
ULMUS PARVIFOLIA
ALEE ELM
21/2" cal.
1 366
1 7
2,562
PA
PLATANUS ACERIFLORA
LONDON PLANETREE
31/2" cal.
422
8
3,376
AS
ROTUNDILOBA LIQUIDAMBAR STYRACIFLUCIFLUA
AMERICAN SWEETGUM
21/2"cal.
238
12
2,856
UNDERSTORY TREES
PY
PRUNUSYEDOENSIS
YOSHINOCHERRY
I" cal.
99
22
2,178
EVERGREEN TREES
MG
MAGNOLIA GRANDIFLORA'LITTLE GEM'
ILITTLE GEM MAGNOLIA
6'-B' HT,
1 54
1 IS
1 810
IN
JILEXx'NELLIERSTEVENS'
NELLIERSTEVENS HOLLY
6'-8'HIT,
1 44
1 15
1 660
SHRUBS
AB
ABELIA GRAN DI FLORA
GLOSSYABELIA
24" 1 minj
14
1 62
1 868
IV
ITEA VIRGINIA'HENRY'S GARNET'
HENRY'S GARNET SWEETSPIRE
24"1Onin
64
46
2,944
Lic. No. 035791 .`i:x.
08/10/20 ��
Oel
&ICIXrnT. tvs' �'
\ CSX 79 SF IG ILEXGLABRA INKBERRYHOLLY 24"1Onin 23 62 1,426
STREET TREES: VB VIBURNUM BURKWOODII BURKWOOD VIBURNUM 30" 1 min 22 57 1 1.254
lq//Sp TOTAL LINEAR FOOTAGE OF ROADWAY WITH NEW BUILDING: 275 LF
° TOTAL STREET TREES REQUIRED (1 TREE PER 40) - 7 TREES EXISTING VEGETATION
TOTAL STREET TREES PROVIDED = 7 TREES + 1) EX. TREE
O Tj Existingtrees onsite 14,645 t
/RO/N/4 F� " F�TFR OFT OV INTERIORRKING
AND TRAVELWAYS = 43,015 SF TOTAL CANOPY 33,579
FO TOTAL INTERIOR LANDSCAPING REQUIRED (5%) - 2,150 SIFne
TR/O �OIfS TOTAL INTERIOR LANDSCAPING PROVIDED 3,738 SIF DOUBLE STRAND #12 GAUGE WIRE U
/ c.Q "`•, WITH RUBBER HOSE & TURNBUCKLES LLun
I Q e AO� °\ \� f/ TREES UP TO 4' CAL SHALL BE STAKED Z
2 , C"`'. ° 2'x2' HARDWOOD STAKE I WITH 2-2'x2° HARDWOOD STAKES. Z
62\46 O46C) PROPOSED TREE + TREES OF a° CAL. OR LARGER SHALL BE O O F
CUT &REMOVE BURLAP FROM TOP GUYED WITH 3 EQUALLY SPACED, TWISTED,
PROTECTION FENCING \ 1/3 OF BALL AS SHOWN N FF
s , AND TURNBUCKLES. LOOP HOSE AROUND > FqF
°\ EM �` \ SCARIFY SUBSOIL TO 4' MIN. DEPTH / TRUNK. FLAG WIRES WITH COURVEY TAPE
MULCH SAUCER \ REFER TO SPECIFICATIONS FOR
2m �
>
9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF T.M:. - F 1' �,(/ FURTHER INFORMATION
TREES TO BE PRESERVED AND PROTECTED, SHALL BE AERATED BY (4) AS (1) PA CEDAR \° i FINISHED GRADE 411 ,( �� , m m
LOT
PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT I / /
ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK ACR \ TREES UP TO 4' CAL. SHALL BE STAKED.�I `® W J J
AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. �\ (4) I o TREES a' cAL oR LARGER SHALL BE a
I', '�� /. GUYED WITH 3 EQUALLY SPACED Z Z
v' (18)IV . /' \ TWISTED, #12 GAUGE WIRE WITH HOSE i `\ - RUBBER HOSE AND LL li
10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE `,\ �\ ° F T AND TURNBUCKLES. LOOP HUSE "��\I77/" TURNBUCKLES 2/3 UP TREE
TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING _ - ARQUNn r uNK ABQVE BRANCHES GUVW REs WITH RU
THE FINAL CLEAN-UP. '\\ ,� i \ a - �I `A AS SHOWN,
FLAGR WIRES
TOIFH SPECS 2'x2'I HARDWOOD STAKES, ALIGN
} PROPOSED lo'x\o
.>\ `�L -r FOR A➢DITIONAL INFORMATION / r TOP OF STAKES
1992 3.38 \ (1) PY
(1 s (z) IN DUMPSTER PAD WITH III �JG
OODEN ENCLOSURE\° III =11 U
\ TH - AMENDED SOIL MIX MULCH SAUCER
(6) MO' AMENDED SOIL MIX
I 30 X12 \ III III f III III IIK
� I�rrl COMPACTED SUBGRADE �777/ � � � I
\ CONCRETE APRON o
\ SEE DETAIL SHEET 7
IIIIIIIIIII
(7) � Jsl1 LL Tree Planting and Staking Detail � Jl
' III o 0
\ ` _ . r B + Not TO Scale - - CUT AND REMOVE BURLAP FROM TOP F C
\ , (5) PY r ,\ ,$ '' -III- 1/3 OF BALL AS SHOWN p ,..i
1) PA . _-_ sy -
� I - �.�� I III II
PY ) AS I _ SCARIFY SUBSOIL TO 4' MIN DEPTH
in
(2
° I=1 COMPACTED SUBGRADE
AS (1) PY IRON
(10) IV �, X (z) ING FOUND
No
A q - °Evergreen
NotToScale
WALL NOTE: LAST (4) SPACES DO NOT
\'`, ` tt • -�'- --- " - - --- _ . C. IAy I COUNT TOWARD OVERALL PARKING 7 °\
I I _
\ '3 * CQNF20, D. NOTE: VISIBILITY OF ALL MECHANICAL EQUIPMENT SHALL
00 BE ELIMINATED FROM THE ENTRANCE CORRIDOR. CII
(4) IN ENTRANCE B X III X
\ „ ENTRANCE 562.35 (4 /� N
562.42 II U, °
SI' M
'DA
1 STORY FEN' CE, ,
k ." (2o)YB PROPOSED 3,28oSF - STUCCO °' ° _
} �' EASEMENT & BLOCK coNCRETE \cS� O LL
OF MANUFACTURING/ - I o _ e, °
a 4 FOR BUILDING; Z (5,250 SF) DECK %
(5) PA PROCESSING/ R
s ENCRDACHM p T EXISTING
# { ASSEMBLY/& (D.B. 3919 y6C)' MEDICAL OFFICE EXISTING ° Spo N 1
,\ FABRICATION j BALLET SCHOOL \ T N
SPACEFRAME
\ ► ENTRANCE (z 465 SF) (6,80o SF) BLDG. WALL
\ 562.43 - \°/NC
\ -
ENTRANCE -__ W
ENTR 1 CONC. L C
PROP EE \ 560.07 CASINGS _ _ OLE S36S ° J G
560.06 1 P
PRO ECT N FENC G (S) VB' 2 pO F J
V 1 STORY METAL. A� PLANTER �� rV�� S� 62)
z >
° -
',A STEPS I ENTRANCE We �8' 00 FRAME O
' �` BRICK
' (28,960 SF) CONC. IT TERN. N OLE G' W
ENTRANCE BLDG.
I_ I ' .,.UTO �N r / METAL � W
(z)I (a) AS PROPOSEDi%i80SIF C SPKR 1 STORY o J / 99 BLDG. FR
;\ COMMERCIAL OFFICE/RETAIL RAMP '- BL
V A ENTRANCE BRICK n k_j� Uj Q
562.43 PAVED (12,175 SF) LAC
Source: Va. DSWC Plate 338-2 60-25 EXISTING ',A `- r ' A I II ��
ASSOCIATES TREE LIMITS \ T w Z
County of Albemarle 083-50 A 1 (1) IN , II 'zo C ,
Conservation Plan Checklist- To be placed on Landscape Plans -308 PLATI,' /
a \ } J EXISTING CONC 11....
(xandbookppn[-is4-111-i97forcompletespecilcations) (7)VB w J ENTRANCE ENTRANCE' j U
HWAY COMMERCIAL \ - i BOX
1
1. Thefollowineltem..hall be shownon the via.: ERCIAL OFFICE \ a " -' -ENTRANCE _ 560.03 8,160 SF 560.03 I �jl H LID ICE L., I Q
ID '``
Trees to be saved; 1 0 b 562.40 I _I.. _L_1_ �_i
EXIST. SAN o �. BOX
EI Limits of cleating (outside tine fa offices to be saved); \ q p
® Location and type of protective facing; SEWER ° '� I IZ / 1 � I PAVED ---. I i CQ2 h"bB
\ q� T.M. 60-25B T avN LIGH I
I] Gradechangesnapsiingtreewellsorwaus, I °°° PROPOSED Stow PROPOSED2 00SF L_ --'9- a ��
SI IS IS LOT B 1 POLE w
0 Proposed trenching ortunealingbeyond the lumtsofeleari%. ° ° COMMERCIAL RETAIL RESTAURANT ENTRANCE 1 ? - __- - r -- PT U Q
° '' I ' �- 1.71 ACRES I CLEANOUT p " 'UL , - " FENCE
kings:° ° (2) MG 562.30 Q h TB S SSTAINGO U
2 ID All trees to be saved shall be marked with print or ribbon at a het clearly visible to equipment o erators. ° ' _ SANITARY .. I B'. GAS - _ ' I GASST TI N/ L ' a'
1 STORY ~
Pn eJ't YP - a METER BRICK, e r/�
ILI No grading shall begin until the tree marking has been inspected and approved by a countylnspector. I ° o o SEWER - I I CONVENIENCE ATM v!
(1) PY LATERAL (10) AB P STORE BLOCK & J
BLDG C
3. PreConstruction Conference: I 1 IV I � 1FRAME
� G
ZI Tree preservation and protection measures shall be reviewed with the contractor on site. n � � I I a
(1)AS LEANOUT ° ° ° ° Bq,/F) z,35o5F
4. EoulpmerrtOnerationandStoraee: / (17)IG \\'` `,, OVERHANG OVE HANG ,, o ° ° (12)IG 1 7 li i AP , >• ,°°. ®B °_ w
LU
El Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be pemutted within the driplines of tees , 1•;' ;' , - I _ J
to be saved. (10)IV n '1 PY ENTRANCE c I3
\ o o { EXISTING--- / e�_-- - RETAINING YH U U
5. Soil Erosion and Stalmatad Detention Devices: (10)AB ! \ I' - s'a�l WALL > °
® such devices shall not adverscly affect treeswbe saved. / (E > I`� (27) AB ELM L RD __ - _ __ -. _- _ - _ - 'LIGHT. ° GAS PUMPS ° • ' °
- � I
/ RE(1) PY - - - - - - - - I,/1 W
6. Fires: _ F ON G
T S I � �
J POL Q
81 Fires are not permitted wi11dn 100 Feet ofthe dripline offices to be saved / _-r / 1 I _--LREE-i�ROTECTION STEP F_
7. Toxic Mannish: / \ „= .l I/ 11 i3) VBI.. ,(7) VB _ _ FENCING ; C GH_T'-V STEPS ° , ETAL .° J w a
KI Toxic materials shall not be stored within 100 feet ofthe dripline oftrees to be saved. II
f
\ 0
,
i
- I _
.
.
/^ ]
8. Protective Fencmin vJ ' rS��l ,, \: \8) V13 I k, s _ - _ _ T -J c� 0>
6 (3) IV ♦ / T. _. WOA�.d, :.n.e OHE�
0 Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. , - ,\�� �, ,' -- _ _ _-
fl Fenar,gshall beinplace and eha6beinspectedandapprovedbyaCountylrupectorpriortograding orconstruction.OHE 8)IG i I ,. I IGN •'PQLaE° .,°oHE °dSGN eSGN `
9. Tree Wells: 7. FH o ,:6 € OHE� SIGN c SIGN v y
EI When the ground level most be raised within the dripline ofa one to be saved, atree well shall be provided and a construction detail i - W^ --___ "O ORB SIGN O O
submitted for approval. ���� - - Ly S /
° N N= CURB
9 \\
/ , g SIG
� MANHOLE ,-' --------
Mu
_
10. Tree Wall.: , ,' i� , .,\ _ ° 0Rg W _ _-A- - = -i _ _ W- _ w w N
U When the ground level most be lowered widen the dripline atree to be saved, atree wall shall be provided; and a construction detail ,' .'ice `, r \ / (LIDPSE0
ALED) ° I N 56ovQE oHE p € € € £ £q €l°', w '' -� ��� '�-'--- _--- - - - - w��_W
submitted for approval. �G� ` , / „ __ PEAR ---- - _ _
b
Ln
' IRON E f _;:;. L=387.34 tl"-Stl9-gyg_ - rl
r • Nf� Stl9-Stl9-Stl9-Stl9 -SV9-Stl9 tl _-_-_-
11.Trenchineand Tunnellmin oI ', 6 FOUND ROCK 1•. _ate-oHE r € € is s t '..`.::�. .. �.3 sv0 see Stl9 stl0-svo __ _ sys sne sv� seo J
E s so
vl ,
EI When trenching is required within the limits of clearing, it shall be done as far away from the trunks oftreas as possible. Tunneling _
under a large tree shall be considered As an alternative when it is anticipated that necessary trenching will destroy £ceder roots. P , /,'y, 1� 4'' , -' ` _ `S N ONE oHE ° i'"1 a" S i,,,,y Stl9 $tl9 Stl
ALL _
/ - _ OH 'J 47i"G _ "` Stl9 SV9 0 W
12. Clete - / _ - - Stl9 - ` V
_ _ -' _ W
ZI Protective fencing shall be the last items removed during the final cleanup. / li^" , - / II / _ - W •�", i""` $tl9 Stl9 - $tl9 SHOWN -A- - 12
%ly1u4'B?� - .. ,,„ww*�„'^ -Stl9----------------------- --- ---------------
U R UTE 250 IVY R
1J. DamaeedTrees: � � � / ' � - � - S _____ AT IN D.B. 296
,' � = � WATER LINE & $0' WIDE ON PLAT 432
' ' -�--' .' - W SV9-
_____===_= ---
® Damage trees shall be treated immediately by Pry&fertilizffiion or other methods recommended by atree specialist. ---- ---- _ s W _ -$e� - JOB NO.
NOTE REDEVELOPER'S RESPONSIBILITY TO CONFER WITHTHECONTRACTORONTREECONSERVATION � S Syq-Stl9 $tl9 (D.B. 1560-435)---_--_
REQUIREMENTS. w -s"?� WATER --------- ---- DROP INLET
= _ 192171
tl9 - GRAPHIC TOP OF D
5/11/2020 -w�� T tiv- "' ,, 1 1 (1VY ROAD) METER --__------ ELEVATION = 555.23
OWNERSIC ATU (DATE) -r- GAS ROUTE 250 \ p 296-/}32 ------- ------ SCALE
GAS - � V L 30 I 1I I 60 120
11 lT�' II_ I
-- GAS GAS --�' Qn U.il�`--Q�.�Z�N------------ 1 30
GAS- --' c��••{{O YYIV �C-$9 _\1�`��r NOTE: ALL PROPOSED TREES ALONG
CONTRACT PURCHASER SIGNATURE (DATE) RT 250 SHALL BE PLANTED A MINIMUM SHEET NO.
sIJ/06 Page oft OF id FROM THE EXISTING OVERHEAD ( IN FEET )
UTILITY LINES. 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
MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER,
OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED
FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND
ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET.
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 PRO1/7DE 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 VDOTS VIDEO CAMERA INSPECTION PROCEDURE AND WITH A
VDOT OR COUNTY INSPECTOR PRESENT.
STD. CG-12
HANDICAP SIGN RAMP HANDICAP SIGN
LOCA77ON (VAN) LOCATION
FACE
OF CURB
BUMPER
BLOCK
PAIN PAINTED
PER WOT
SPED TRIPE
ACCESSIBLE SPACES
HANDICAP SPACE DETAIL
N07E NO SCALE
HC PARKING SPACES & ACCESSIBLE ROUTES SHALL BE COMPLIANT
W/ ALL CURRENT ADA STANDARDS & LOCAL/STATE REQUIREMENTS
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 SI7E PLAN.
SIGN WILL BE ALUMINUM (PAINTED WHITE) W17H
GREEN LETTERS AND IN7ERNA7/01VAL WHEELCHAIR
SYMBOL. 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 S7EEL POST 1-1/2-0
PAIN7ED BLACK SET IN 12' OF CONCRE7E.
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
M Concrete: 4,000 P.S.T, Vbi rated
a Reinforcing 2 #4 RebarB, 1.5" from bottom"
w 72" long, 5" high, 4" wide top, 7&guot wide bottom
(Not draTvn to scale)
1441 I'- 12" I, 12" �I
' 6'• 'I 314" holes
ji V ji
14 T"-I 1 72" � I
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.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE
NOTED.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL
BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2.1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3: 1 OR BETTER ARE TO
BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS
DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS lIl.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY 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 DRIVEWAY 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 NATURAL WATER COURSE.
PA VEMEN T
1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV
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 /, I/, OR III 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 0.3 GAL./SQ. YD.).
8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS.
9. ENCROACHMENT POSTS, WALLS, S/GNS, 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.
ASPHALT PAVING - LIGHT DUTY
PARKING SPACES
NO SCALE
TOP
OF -
CURB
6"
R
d 7M
ad 0 d
44
Ir 1' 1 6- 2°
STANDARD CG-6 STONE#57,BASE UNDER CURB
CURB & GUTTER &CHECKED BY VDOT
NO SCALE PRIOR TO PAVING AND/OR
BACKFILLING.
W-I2 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING
HTNMLIC CEMENT SIDEWALK (DEPTH IN INCHES. AREA IN SQUARE YARDS)
GENERAL NOTES MTECTAB�E WARNNG SURF2ACE"(AREA IN AWAREE FEET
ARDS)
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 MATERIAS APPROVED LET FOR BE SUMMARIZED FOR EACH CURB CUT AMP.
DETECTARLE WARNING SUFILES. PRODUCTS HOT LISTED SHALL MEET SIDEWALK ZR�P�MM,TKE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 4BH MA%WARNNG SURFACE MD 4ULL BE SUBMITTED TO THE STµOABDS ACIDSPECATCE9GN SECTION FOR APPROVAL.3. SLOPNG SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WRX RAMP AFLOW OR BY WING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS.
4. IF RAIMP FLOOR S PRECAST. H)LES MUST BE PROVIDED FOR DOWEL BALE SO BTHAT AO.1'NIING FLARED SIDES CAN BE CAST N RARE AFTER PLACEMENT CF ToMAX
PRECAST PIMP FLOW. PRECAST CONCRETE SHALL BE CLASS A•4. TYPE A
5. REQUIRED BARS ME TO BE NO.5 X 8" PLACED TCENTER TO CENTER ALONG
CONCRETE OFCOVT 1%RAMP FLOOR, ND -DEPTH OF RAMP FLOOR. MIN" PERPENDICULAR
G. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT To CURB RMPs
ME INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 5'MM
7. CURB FLAWS ARE TO ME LOCATED AS SHOWN ON THE BINS GR AS OREClEO 12
ALAI
BY THE ENGINEER. THEY ARE TO BE PROVIDED AT F AHI HIGHWAY
WHEREVER
NI M.CEBSIBLE ROUTE WITHIN THE PoCXT OF WAY OF A XDI)WAY FM.ILTT
UIH N SSES
A
OR
0NONEXISTENT, CURB THEYREGAMUST OF WHETHER SHIN PE IS PEDEEXELSTRIAN
CR SAVALKS.
OR SHOWN ON
THEY MUST IR LOCATED WITHIN PEEESTRVN LROSSWKKS
M SHOWN N AMS OR M DIRECTED BY THE ENOEER AND SHOEEO NOT
BE LOCATED BEHIND VEHICLE STOP LIKES, EXIST NG LIGxr POLES, THE TYPE B
HYDRANTS. DROP INLETS ETC. ACCESSIBLE ROUTES BROMIDE A CMTNUWS PARALLEL
KCfSSIBLfrELL SEA SE'OPRA FACILITY THAT' CAN TBEA�ROACHED?ENTERED W A?'yiP��1s n M
AND USED BY PEDESTRIANS.¢1,n,TF,,,$n�q'Yy'!Ia?;T�n�'v1 wit '" 5+•
B. RAMPS MAY SE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT ,V,:K' �%I MAN
Y
THE GAS OPENING S PLACED WITHIN THE LIMITS OF THE CA
OSSWALK AND 121 WAX
"
THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS
PERPENDICULAR TO THE CUM. .Y: SU %:
MW X 5�
9. TYPICAL CONCRETE SOEWALK E IR THICK. WHEN THE ENTRANCE RMICANNOi
ACCOIANODATE WE IDRMNG REONREMENTS OF ANTICIPATED HEAVY TRUCK
TgMIT . REFER TO STANDARD CO-13. COMMERCIAL ENTRANCE (HEAVY 4' � AT Y . 2" HIGHER LXM
TRUCK iRMFO) FOR CONCRETE DEPTH. T EDGE OF PAVEMENT
D. WHEN CURB RAMPS ME USED N CONJUNCTION WITH A SHARED RASE PATH, l AT XX , SAME AS TOP OF OIRR
THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SPIRED WE PATH.
It. WHEN ONLY ONE ON AMP S PROVIDED FOR TWO CROSSNGS MACONAL). TYPE C
A 4', 4'LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR
PARALLEL 6 PERPENDICULAR
LAN THE CROSSWALK MTHOTH GOING INTO THE TRAVELWAY. THE PF V
LANDING AREA MAT NCWCE THE BETTER PM. TRUNCATED DONE
12. ALL CASES WHERE CURB RAPS INTERSECT A RAGA SECTION OF r
" C-C
CRIB AT ENTRANCES OR STREET CONNECTIONS THE DETECTMLE -d
WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD O O O O O
-MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH
THE BACK of clRa. - 0 0 0 0 0 0 0 0 -
O O O O O O O O IS 7
LANDING RAMP O OOO O 00 000 o
+ o O O o O O O o O O
0 0 0 0 0 0 0 0 0 a
0 0 0 0 0 0 0 0 0 0
x- x M - 0 0 0 0 0 0 0 0 0 0 0
;AT
TABLE WMXNG
LK OF ORB "-tA"VARIABLE FEEL WIDTH OF RAMP FLOOROTE 12. B E PAY LIMITS
DETECTABLE WARNING TRUNCATED DOME DETAIL DETECTABLE WARNING
INSTALLED ON A RADIUS DETAIL
SPCIFICATION
�vooT CG-12 DETECTABLE WARNING SURFACE ROAD AND BRIDGE STANDARDSRPERENLE
SHEET IOF 5 REVISION GATE (GENERAL NOTES) ros
0]/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 5@
203.05
LG-R
NOTES:
I. THE ITEM MY BE PRECAtt OR CAST IN PLACE.
2. CONCRETE TO BE MASS A3 IFR CAST IN ICE,
TOO PS IF PRECAST.
3. CUM HAVING A RADIUS OF 300 FEET OR LESS
(ALONG FACE OF COB) WILL BE PhD FOR AS
RADIAL CURB.
4. THE DEPTH OF CURB MY BE REDUCED AS MUCH
AS W ITS' DEPTH) OR INCREASED AS MUCH AS
3- ON" DEPWR IN ORDER THAT THE BOTTOM
BE CLAD DULL CUNcuE MIT THE TOP OF A
COURSE OF THE PAVEMENT SUBSTRUCTURE
OTHERp*MIWy�MI QUPTH E TO W 15 AS SHOWN.
NO ADJIISTAENi N THE PRICE BD IS TO BE MADE
FOR A DECREASE N AN INCREASE N DEPTH.
5' THE2REO�EWITM FOR CGOADYIA SHOWN INN'
IN TK'gCTIIXI OH CIS UVOORBAN STAADARDS.
ACCEPTABLE ALTERNATIVE
IF CURB IS EXTRUDED
STANDARD 6" CURB
VIRG1A DEPARTMENT OF TRA•SPORTATN
TYP. NO. 8, 89 OR 9 AGGREGATE
IN OPENINGS BETWEEN PAVERS
EAGLE BAY AQUA BRIC 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 ^pp
Oa�
12" RESERVOIR COURSE (VDOT No. 2 CLEAN STONE) o Z
CRUSHED AGGREGATE BASE COURSE
TENSAR TX-5 TRIANGULAR GRID, OR EQUIVALENT
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
IN/ MANUFACTURER SPECIFICATIONS.
Z4" 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:
i. BECAUSE THE SOIL UNDERNEATH THE PROPOSED LOCATION OF THE PAVERS IS FROM PREVIOUS CONSTRUCTION
ACTIVITY, THE CONTRACTOR SHALL CONDUCT 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 008" 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-9.5A
SURFACE COURSE
3" BM-25
BASE COURSE (1111-19)
S�/UB BASE COURSE ��/ p//
\/ COMPACTED
SUBGRADE
ASPHALT PAVING - HEAVY DUTY
DRIVE AISLES
NO SCALE
(5' MIN.)
4" CONC.
a' \
.: a .. \\//\�� // i
.�., .. ,.x\\, r`�
4" 21-A STONE BASE
CONCRETE SIDEWALK
NO SCALE
"A 4, PERMWELE COAST.
+ Y WN t .NXM
DOMS
AEJ SEE SHEET IOFEJ FN DETAILS
TANGENT PLAN
srD. M-2
6•-p,
BACK OF C
2D 1 I
YMM
SECTION A -A
NOTE: FOR GERER& NOTES ON WE DETECABLE WARNING SE.
SEE SHEET IOF 4.
PARALLEL
APPLICATION
TYPE C
& PERPENDICULAR
ROADWAY CAME
IN PERCENT
MNIMIM RMAP LENGTH
IN FEET
♦^ CURB s•• cLRe
0
2
I
2
5
R
,
6
4
4
6
5
5
0
6
H
]
B
15
15
NOTE
TIE REQUIRED LENGTH OF A PARALEL RAMP IS
LMITED TO 15 FEET. REGARDLESS OF THE SLOPE.
NYLOPLAST DRAIN BASIN WITH DOME GRATE
(FOR DETENTION CELL) �TH 0 T
(1.2) INTEGRATED DUCTILE IRON Y
GRATETOMATCHBASINO.D. O '�
G7
SCOTT R. LINS X
U Lie. No. 0357911'
G6 06/02/20�4
MINIMUM UW PIPE BAL 0
DEPTH PER PIPE (5) ADAPTER ANC-LESVARABLE S TZC'\
(3) VARIABLE INVERT HEIGHTS MANUFACTURER �0°•380°ACCORgNGTO BANS ZONAL E
RN. MANUFACTURING
AVNLA&E(ACCORdNG TO (MIN. MANUFACTUNNG
PLANSRAKEOFF) REC SAME AS MIN. SUIWI
(4) VARIOUS TYPES OF INLET B OUREFADN TERS
AVAILABLE: C-30- FOR CORRUGATEO HDPE
(ADS N6121HANCOR DUAL WALL, ADSIHANCOR
SINGLE WALL), N-12 HP, PVC SEWER (EX: SOR 35).
PYC DOIEX SCH ML PVC C9OK905.
CORR"TED 8 RIBBED PVC
WATERTIGHTJOIM
(CORRUGATEDHOPESHOON)
1 - B'-RI'0.'YE GRATES 6HNL 6E GIILTIE IRMPER•V IMAhY
2-OF F SOOYTP. EEDFA NG OMNMHSWL, THE USE
OFAPVCB TQK SEEOMMNGAOAOIatO QF
q
3-DRAIN BASIN oBE asrorAMANu GTUREO AGCODIID Town
OET&S, RISERSME NEEGEG FOR WSN9DYTR M' WE TOSXpPMG
RESFBLTF.INS. SEEMSTUB OHT001-tIDO5
4-DrwxMEccxxEnlN sru6)orlrnGxrN-I%Hhw ORwk xTO
4
AIITMoszI2 FOR coARuaTEO HOPE Iqos NIanNMcoR Ou&wuLX
N1 F N P, O P VG BEWFR (A'- 24')
5 - MNWM s CAN BE MJIINTEG GNPM' ME M T036p. MI-11 I I2,
MNMJN ANCAE BEINEEN MMTERBSEE GMNWDNGTOI-t1D012,
6 - B'- ]p GONE CRATER NgVE NO LM➢ MTIIG
QF�
DIMENSIONS ARE FOR REFERENCE ONLY
ACTUALNRENSIGNSIMYVARY
DIMENSIONS ARE N INCHES
GRATE MEETS WO LOAD RATING
QUALITY; MATERIALS SHALE CONFORM TO ASTM A33S GRADE T03DO
PAINT; CASTINGS ARE FURNISHED WITH A BLACK PAINT
LOCNNG DEVICE AVAILABLE UPON REQUEST SEE DARNING NO.
]001.1M024
�J
H
O= II,E11
GROSSWALK�
TYPICAL PLACEMENT
AT INTERSECTION
WITH BUFFER STRIP
THE SE CTION OF CURB TYPE MTOP CE VAR 0 M MEET E THE CLNFIGURA-ION OF THE
UFOLIT T Y T MISTING FIELD CONOITONS
AND Y S
SLO ROADWAY CY3 PROVIDING THE OIMINSIpS AND
SLOPES ME AS KIM. MTEO.
NqX
AN'
�2�
5T X
z HB' AT X,2^ HIGHER TH
'[L EMFSPAVEMENT ATXNTOP OF CURB
THIS COMBINED (PARALLEL A PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE
USED WITH AENONING BUFFER S71P. WD16G AT BOTTOM OF TWO SLOPING SEES
WITH 60' X 60^ MIN. DIMENSIONS. THE SHORT PVAPENOULAR RUM TO THE STREET
M FL PROTECTED BY A LANDSCAPED OR CONNECTED TO THE K SCAPED SOEWK
WIM A wAAPEO BURFACf.
CG-12 DETECTABLE WARNING SURFACE
EEY. ]/D3 TYPE C (PARALLEL &PERPENDICULAR) APPLICATION
05
1.1
VIRGINIA DEPARTMENT OF iRAMSPORigiOH
zw.oT
I I
UN-2. 2A
)K 27Y4' MN - 28Y4" MAX RAIL HEIGHT
6..3.E 6.
.}�. 3'-1Yi' 3..p1 .. 3._11A.' 3'-1'/,'
)K K
J3N. 'XN TUN.N IgNNN N/.
II II II II III II III II
J J IJ J J IJ IJ J
GR-2 GR-2A
W-3" POST SPACING) I3'-4/t' POST SPACING)
MAX DYNA110 ceRECTNN - 3' MAX DYNAMIC DEFLECTION - T
NOTES:
QUARGRAA LOCATIONS SHOWN ON ALMS ARE APTION IF AN
ONLY MC CM BE ADJUSTED DURING CONSTRUCTOR P MO
/5 NECTED BY THE ENGINEER.
FOR DETALS OF POST AND BLOCKOUTS BEE BULLET NO.5O1.D!E • USING
N-2A METHOD • UINGOPTIAD GR-2A METHOD
IEINC 1EBTED RI RL BACK OF
FOR ASSOCIATED
OF XAL ELEE SHEET SPLICE JT ND RAL ON BARN OF POST
ASBOCMTEO XMpWME SEE SHEET N05. 501.01 MIS 5D1.p2. X WHEN NESTED RAW, OR ADDITIONAL.RAL B PLACED ON BACK OF POST
ME ELEMENTS ME FURNISHED SHOP CURVED FOR RADII FOR N-2A THE POST SPACING WILL BE 6'-3".
BETWEEN 5 FEET MD 150 FEET.
ALL OARORAL POSTS SHALL BE SET PLUMB. PQ�T SHILL
HOT BE SET WITH A VARIATION OF MORE THAN f' FER FOOT
FROM VERTICAL. W-BEM, SLOLKOUTS. AND POSTS SMALL BE
SET AAD HONED MTXDUT ALTERATION OR FORCE.AS PER
SECTION 505 OF THE SPECIFICATIONS.
ALL OR -2 AND N-2A RNL H&L BE MAINTAINED AT A
HEIGHT OF 27y" MN - 20a" MAKAS MEASURED PER
STANDARD CR-N5.
ALL W-BEM PINS SHA L BE LAPPED IN THE DIRECTION OF
vEHDEEAR TRAVEL FOR THE FINISHEDROADWAY.
THE OPTIONAL ON PA METHODS OF NESTING WE RAIL N USE
OF AN ADDITIONAL FAIL ON THE BACK OF THE POST FOR
STANDARD GR-2A SHALL BE APPROVED BY THE ENGINEER
PRIOR TO INSTKLATION.
FLARE RATES
DESIGN
SPEED
INSIDE
ANY THE
BEYOND
SHY UN'
WH
SHE
NE
L5
FLARE
RATE
FLARE
RATE
70
S'
]P1
1 15:1 W
60
9'
261
14:1 W
50
8.5'
211
111 M
40
5
161
61 w
30
4'
13!1
7:1 M
•SUMVILA MAXIMUM FLARE BAIL
FOR SEW -RIGID BARBER SYSTEMS
`v=r xVDOT A COPY OF THE ORIGIN& SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE.
ROM ANI SHOW STANDARDS RQM AND BRIDGE STANDARDS STANDARD BLOCKED -OUT W-BEAM GUARDRAIL
:wSION DATE SHEET 1 CF 1 SHEET 1 OF 2 REVISION DATE (STRONG POST SYSTEM)
20L01 501.04 W114 VIRGINIA DEPARTMENT OF TRANSPORTATION
LEE
502
(3) VARIABLE SUMP DEPTH
ACCORDING TO PLANS
E' MIN. ON IF •24, 117 MI N.ON 3P
BASED ON MANUFACTURING RED,)
-I 8--30' ` SEE'RLSERFOUNDAMNNOTE'OIV MSHEETFORDETNLS
OF THE REINFORCED CONCRETE FOUNDATION. CONCRETE
FOUNDATION BEDDING B. BACKFILL SHALL BE COMPARED
z
UNIFORMLY IN ACCORDANCE WITH A5TM DDL3.
0
CONTRACTOR SHALL CONFIRM BEER INSTALIATION MEETS
MINIMUM MANUFACTURER SPECIFICATIONS.
F
d
w
ZLU
CTMATEER INVMICH
Y NIGHTS. IRE RECEIPT
DRAYMBY EPIC
MATERIAL
DXVERONAAVE
BUFMIX W M514
O
Z
Q
ITOCIESNOTCONF6{
USE OF TXEOERGNQi
OAT( 0}3}10
PMN(1T0(MI
- F1Y T01IMAM
N�Tlo ast
N
_
1fAE
WM IN
i BMv INMA.
ANOD
nVISEOIIY CG
PFUVWMANE
' UR ANY INFORMATM
TREE
W
FACTURE OF ANY
DATE N.ILII
dRANNl51N WITNONE ggI1
OISCLOSURETOOMERS
OUKKSPECINSTALLASNUETML
u
BARCARMN
i n IAFI LO
DWOSI2E A
SCALE ENO SNFD IOFI
DRGNO. MIREV C
2499CGS
W
APPROX.ORAINAREA= iN.60SOIN
APPRO%. WEICAR WRAP FRNAE=124,W LB$
sANW
DUCTILE"
1Kyl�lasr Y"m%Ll].NU
l� wv.IWIyIMWI
BK:
slstF
RMACENO.NNE
mE
aN LTANIMRD WM1EgBFINLY.TIF II
A
I FWx 11B FLEET 1R1
D11GN0 M4.11 EIT Rfl'
CG-B
NOTES:
L THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS AT IF CAST IN PEACE.
4000 PSI IF PRECAST.
J. COMBMTDN CURB M OTTER HAVING A ROM
OF WD FEET OR LESS (ALONG FACE OF CURB)
SHALL BE PM FOR AS RMIAL COMBINATION
CURB N GUTTER.
4. FOR TEE WITH STABILIZED OPEN -GRADED DRAINAGE
LAYER, THE BOTTOM OF THE CURB B GUTTTHEER
ia
TIETDEPTH BEOPE
OF WL E COURSES waNSTRUCTIED
THE PAVEMENT.
5. ALLOWABLE CNTERIA FOR NNE USE OF CI
IS BASED N fl0/DWAY CLASSIFICATION IOU
DESIGN SPEED AS SHOWN N AFPDDIX A OF
2• R
WE ROAD DESM MANURE IN THE MUM
ON CS ARM STANDARDS.
AP..
b
a
•
• A
D D D
D
.Q
_
A
BE COMI WN RIcrOR
COMBINATION 6" CURB AND GUTTER ROM AND BRIDE STANDARDS
VIRGINIA DEPMMNL OF TRANSPORTATION REV KIN DATE SHEET 1 OF
2D1 D3
I I
I � I
dIMUS TO BE AS
A-1 MX STREET INE RO AD SAME
M 6
ROADWAY 8)
SHOWN ON A.IJBI GI
ISSUE
YHLIXE 16FE NOTE
NOT
T
(RADIUS TO BE AS
/
RAOVL CDBWTTIN SHOWN N PEAKS)
unB AND GUTTED
CGi USE[ NOTE )1
51DEWA K
ISFE NOTE 2)
OPTED .•
NOTE: MDTH 'B- 2•-0" N AS MANURE MAIDWAY
SHOWN ON TYPICAL SECTMN. AJ
PLAN VIEW
MAININ ROADWAY SILO£
10' PMKd)C CURVE
OPTIONALEDDaowDEERRDOR ax MAX. ® - - - - p
aDPE ONARIZ - U
MANES ROADWAY
---- ---- ----
&WE CHANGE ® --- D
2COMMERCIAL FGR D
5'YIN. COWERCUL ENTRANCE
® CONSTRUCT GRADE LTWAES MM A PAMBOUC CURVE.
SECTION A - A
GLASS
/
.K. .l
GNCRE 7E
SECTION C-C
GENERAL NOTES
L WHEN CO-11 LS USED FOR STREET CONNECTIONS THE
CONNECTION MIST BE DESIGNED IN ACCORDANCE WITH
THE
POLICY NO THE APPLICABLE REQUIREMENTS
OF THE VOi ROM DESIGN MWJAL. INCLUDING SLIGHT
DISTANCE REQUIREMENTS.
2. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE
TERMS REOUFELQIIS OF ANTICIPATED HEAVY iMltl(
TRAFFIC. IN OEPiII FOR SIDEWALK R CURB RAPS
WITHIN THE LMITfi OF THE RID(SHOUO BE
NCRFISEO TO 7".
3. MEN USED IN CORANCTON WITH STANDARD W-3
OR CC-7. THE ORB FADE N WE STANDARD E TO
M ALI TO MATCH DE MOUNTABLE CURB
ONDUMIKN.
4. SEE STANDARD CG-U FOR CURB RAMP DESIGN TO BE
USEDWITH THE STANDARD.
S. OPTIONAL "IMY REOSRE WAr81NG OF A
PN1ON BE GUTTER TO PRECLUDE PONDNG BE WATER.
ENTRANCE NOTES
6. RAPS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW
LIE IB REQUIRED TO PROVIDE POSITIVE DRAINAGEWiWS
THE ENTRANCE.
7. MANIAC PAVEMENT SHALL BE CONSTRUCTED TO HE
RAW LIRE (EXCEPT MY SUBGRADE STABILIZATION
MOURED FOR MANIJNE PAVEMENT WHICH CM BE
OMITTED IN THE ENTRANCE.)
B. ROM. CURB OR COMBINATION WHO AND GUTTER
SMALLNOT BE CONSTRUCTED BEYOND WE R/W NE
EXCEPT FOR REPLACEMENT PURPOSES.
S. THE DES ABLE AND MAXIMUM ENTRANCE GAME CHANGES
D' ME METED IN ME ALLOWABLE ENTRANCE GRADE
TABLE. THESE VALUES ARE MDT A•PLICMIE TO STREET
CONNECTIONS.
ALLOWABLE ENTRANCE GRADE CHANGES
ENTRANCE VOLIIYE
GAME CHAR#
D"
MMUBLE
MAIM M
HON
MORE iMAN 1600 VPo
O x
3 x
MEDIUM
5D0-15D0 WD
53x
ex
LOW
I LESS MAN NO VIM
sax
Bx
M"V IROLICALE TO STREET OWNECTONSa nul
CONNECTION FOR STREET INTERSECTIONS
SOS 502 AND COMMERCIAL ENTRANCES
VAGINA DEPARTMENT OF TRANSPORTATION
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JOB NO.
192171
SCALE
N/A
SHEET NO
6
D5
502
TACK GOAT THE vnPOSED
CONSTRUI .YJNT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS
---FASTING BURNAM ------ RtOWsm SUWASF
-- --
COMPACTED SUBCAADE
CONSTRUCTION JOINT DETAIL
® REMOVE EXISTING AiNMLT LAYERS TO EXCITING 91BNCE AND REPLACE METH PROPOSED A411KT MUMING LAYERS
® PROPOSED MMNW th INCH THIM AMPHI SURFACE COURSE (SEE NOTE 53
x MMINIMUMEV INCHEED S, N GREATER
RES (BEE NOTEAE ECESSARY TO ABUT ME FULL TRCAMESS OF EX5TNG AGRHALT LAYERS
NOTES:
1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESGN IN ACCORDANCE WITH CEMENT VDOT PROCEDURES NO BE APPROVED BY THE MUNER.
R. ME PAVEMENT DESION FOR nPrv0.T PAVEMENT WIDENING SHALL MET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT.
SLECIURFME DRNNOLE OF ME EXISTING N PROPOSED PAVEMENT SHALL RE A➢DMSXED M THE PAVEMENT DESIGN.
J. A MINIMUM OF THREE CORES SHALL BE TAXEN ALONG THE CENTER OF THE ADE N£NT TRAVEL LANE TO DETERMINE THE TYPE AND THgUIESS OF EXISTING
PAVEMENT LAYERS. THEM CABS SHALL RE SPACED NO MORE THAN 500 FEET APART.
A. 7. ADA Mr TRAVEL LANE SHALL BE ED A MNNUM DEPTH OF IIZ INCHES AND REPLACED WITH M ASPHALT SURFACE COURSE 70 WATCH TIE
PROPOSED PAVEMENT WIDENING SURFACE COURSE.UNLESS WAVED BY i E ENGINEER.
S ME DECREER MAY RECLINE THE MLLNO DEPTH OF THE EXCITING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT MOM -SLOPE
AND EFFECTIVE SURFACE MANAGE.
S. EXISTING PAVEMENT MAPo(NGS 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 MAT ALL JONTS
AT TE-IN LOCATIONS SHALL M TESTED USNG A 10 FOOT STRAIGHTEDGE N ACCORDANCE NTH THE REQUIREMENTS OF SECTION 3T5 OF THE
snot TIOMS.
ASPHALT PAVEMENT WIDENING
ROAD AND MME STMDANS REiEMxcE
MEET H aF + 1 MvrsION DATE FOR WIDENING SUBJECT TO TRAFFIC
VIRONIA DEPARTMENT OF TRANSPORTATION ]15
w3.D
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 priorto the start of construction.
5. 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 ioo 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 ioo 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.
io. The contractor shall observe minimum separation requirements for utility crossings. When
a crossing is made under an existing facility, adequate structural support shall be provided
for the existing pipe. The area of the crossing shall be backfilled with compacted 57 stone
to the spring line of the existing pipe.
ii. New water main installations shall be tested, chlorinated, flushed and water samples
approved prior to making any permanent connection to the public water system.
Approved methods of filling and flushing new water mains will be required to prevent any
contamination of the public water system.
12. All easements for new RWSA facilities shall be recorded prior to placing the new facilities
into service.
3.3. 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.
DEN BOARD
DSTER ENCLOSURE
INFORCED
_PAD
CONCRETE DUMPSTER PAD w/
BOARD ON BOARD DUMPSTER SCREEN
NO SCALE
JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC.
SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY.
VARIES -
--101t- r-10,
5 0 5,
f PI �IIIII�G"
WATER SEWER
K C
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 DI 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
PLACE 5' GALVANIZED ' WITNESS ' POST WITH
CAPPED ENDS PAINTED BLUE IN REMOTE AREAS
o AS DIRECTED, MARKER LOCATION MAY BE SUBJECT
TO HIGHWAY DEPARTMENT APPROVAL.
a
FINISHED GRADE
0
ADJUSTABLE VALVE BOX W/ LID
II
i u
v
Z N
M.J. GATE VALVE
---
WATER LINE
a
114 b
2500 P.S.I.
CONCRETE 8 4 2'x 2' BEARING AREA.
THRUST BLOCK .4
e.
n
a b
NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE.
TYPICAL GATE VALVE
NTS
FIG. W-5
8'x12' CONCRETE SLAB
7" THICK
SLOPE TO DRAIN TO GUTTER
3000 psi @ 28 days (min)
CLASS A3 CONCRETE WITH
6"x6" W2.1xW2.1 WWF AND
BROOM FINISH
TD-9
0
ALL BENDS
WIDEN TRENC
ACCOMMODAT
ANCHOR IF
REOUIRED.
rnln
BEDDING AS
REQUIRED
SECTION 2-2
PIPE
DEGREE
BEND 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" & 6'
45
22 1/2
2.00
1.50
2.25
2.00
2.60
2.52
0.15
0.10
2.00
2.25
2.50
0.15
11 1/4
1.50
2.00
2.50
0.10
90
3.66
3.16
3.21
0.48
B.
45
2.66
2.66
2.77
0.26
22 1/2
1.66
2.16
2.69
0.13
3.16
2.91
2.66
0.32
11 1/4
1,66
2,16
2.67
0.13
90
4.83
3.83
5.42
0.83
45
3,33
3.58
2.95
0.45
3.83
4.00
2.83
0.52
22 1/2
2.33
2.58
2.86
0.24
11 1/4
1.83
2.33
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 CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF
ALL THRUST BLOCKS.
CONCRETE THRUST BLOCKS
NTS
FIG. 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% Q
(1/4" PER FOOT )
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN
DIAMETER OF 4".
PI
rW1
5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
OF 3 FEET.
SALT
TREATED
FINISHED GROUND 2 x 4
MARKER
PLUG END OF
SERVICE LATERAL
MAIN LINEf11N
SECTION
'0"
UNE WYE-TEE
PLAN
VARIES
R
SEWER SERVICE LATERAL CONNECTION
N.T.S.
FIG. S-2
TD-31
1 O'x1 2'CONCRETE SLAB
7" THICK
SLOPE=TOWARDS
PARKING LOT
3000 psi @ 28 days (min)
CLASS A3 CONCRETE WITH
6"1W2.1xW2.1 WWFAND
BROOM FINISH
1/8 BEND
6"
NOTE: RESTRAINED JOINT FITTINGS.
Side Mew
r42" Minimum
Cerllffccat2ll�Gteel Beam,
in. size)
3' min. penetration into undisturbed
soil , or as approved by the
ACSA.
TYPICAL THRUST BLOCK IN FILL AREA
NTS
FIG. W-38
TD-5
DUAL SERVICE
SINGLE SERVICE
NOTE:
1) SACORES SHALL BE USED ON PYC PPE.
M
T' COMPRESSION . 3/{' MALE PIPE COUPLING
OR APPROVED EQUAL
FOR USE ON ATTACHED SINGE FAMILY
RESIDENTIALSERNCES CP DUAL RESIDENTIAL
AND IRRIGATION SEANCES.
z•
^'MPRF551ON " 3/P YAIE PPE COUPLInc
PPROMO EQUAL
-OR USE ON DETACHED SINGLE FAMILY
UPS DENTAL SERVICE WERE AN IRRIGATION
AFTER IS NOT PROVIDED.
TYPICAL SERVICE LATERAL INSTALLATION
(5/8" & 1" METERS)
NTS
FIG. W-6A
ON
FINISHED GRADE
ITT-ff1-T11-1 - - -TIT=1TI=7FT=T1T=1TI=-T
TRENCH REDUCER
-T.
a
. r--2500 P.S.I. CONCRETE THRUST BLOCK
UNDISTURBED SOIL 8 : �B" MN
PROFILE VIEW}
UNDISTURBED SOIL - EDGE {
--- OF TRENCH- • 24" MN.
------------ --
m REDUCER {
f g' MN
M
2500 P.S.I. CONCRETE THRUST BLOCK
•
- - - - - - - ` �- - - - - - - - - - -
UNDISTURBED SOIL - EDGE
OF TRENCH '• 24" MN
NOTES: PLAN VIEW
NOT TO SCALE
NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE
PLASTIC SHEETING AS PROTECTION FOR BOLTS.
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-30
ID-7
N p
iN E w+XP
w'Q \m oo
LL Do u VU
Ew Ux I�_II Nu E
E�2 ...a I .N..
vU
w m
wa_ �
o�
E 2
3
oF
EPC
�E
GO <�
mom
_Z0
i
� L
TYPICAL MANHOLE FRAME & COVER
N.T.B
FIG B-HD
TD-29
FRAME & COVER
(SEE FIG. S-I-D,E)
STREET SURFACE OR
NON -PAVED AREA
SLOPED AREA"
1'-0" MAX
2 -0"
RUBBER COATED STEEL
3'-0" MIN
STEPS CAST IN PLACEPPP
PRECAST REINFORCED
CONCRETE SECTIONS 1-2t-M IN
"0" RING SEALS. 16" MAX
MINIMUM ELEVATION
DIFFERENCE ACROSS M.H. 5" 4'-0" 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.
° '• .d.� 12
A FILLETED INVERT OR A SMOOTH
TRANSITION OF FLOW BETWEEN
INLET & OUTLET PIPE SHALL BE
PROVIDED. MIN. 6" BEDDING
NOTE W/ NO. 68 STONE
1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE
SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS.
2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE
EXTENDED OR NON -EXTENDED BASES.
3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED
INSIDE AND OUT.
TYPICAL MANHOLE SECTION
SHOWING BRANCH TIE-IN
N.T.S
FIG. S-1-A
TD-25
NOTE: HYDRANT MUST BE
EQUIPPED WITH CHARLOTTES -
VILE THREADS WHICH IS
QTHE LOCAL STANDARD•
LENGTH OF BRANCH VARIES
6' MIN I Z' TO 1W
(2701
18 22' ALVE BOX
] CU. FT.
$68 STONE
42-MIN ;'; VALVE
6' GATE
., •
8' % 6'
ME
A.
2500 P.S.I. CONCRETE
BASE AND THRUST
BLOCK AGAINST
UNDISTURBED STABLE
SOI
L.
STEEL PILE `S\\
WHEN THE SOIL IS DISTURBED O7 EN RESTRAINED JOINT FITIINGS
A HYDRANT IS LOCATED IN A FEE, IN ADDITION
TO POURING CONCRETE. A STEEL PILE SHALL
BE USED AS ADDITIONAL SUPPORT.
NOTE
1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE.
2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT
( INCLUDING DITCHES )
3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND
VALVE BOX.
4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH.
IT IS NOT ALLOWED IN THE DITCH.
5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WERE 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
R
COVER LIFT NOTCH
12 3/8"
WATER
CAST IRON LID
NOTES:
(1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE UD FOR TOUCH READ METERS.
TYPICAL METER BOXES
(5/8X1-111 METERS)
NTS
FIG. W-7
TD-13
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
R z4- IN B- INITIAL BACKFlLL a. 24 IN
e
NIN MIN. MIN. MIN.
6" BEDDING
#68 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 P00� SOIL UNDER -CUT CONDITION
4 MI INITIAL BACKFlLL 4 MI
UNSTABLE 8 H• B- 8-
SOIL-,,,,-._ MI MIN.- = MIN MIN. #68 STONE
11
RANULAR FILL AS I \J ,'
• f=, APPROVED BY ACSA '•
STABL SOIL C HOCI(_ STABLE SCIL 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 BACKFlLL.
3-THE INITIAL BACKFlLL SHALL BE PLACED AND COMPACTED IN 6" LIFTS.
4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED
IN THE TRENCH.
5. BELL HOLES SHALL BE DUG OUT IN ALL CASES.
DUCTILE IRON WATER
PIPE INSTALLATION & BEDDING
NTS
FIG. W-2
TD-2
Lie. No. 035791,E
iL 06/02/20 AJ
0
IN-
(y)
CID
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JOB NO.
192171
SCALE
N/A
SHEET NO.
7
STR:EX PARKING LOT EXISTING MANHOLE
STA. 10+00.00
570
570
565
565
WA
RLINE TOO END z'BENE
kTH
EXIS
ING z4" STC RM PIPE
CRO
SING AT AP o .5 .z
CON
RACTORT VERIFY
CRO
SING
11N
560
1 560
CONNECTTO
ZTING
zz"
FIRE I
IVDRANTA
EMBLV
A
ERLINE W/
6"-45'BE
'-y5° BEND
555
XI
TING
IEPLACEDE
LA
RAL TO E
ITH555
CONTRACTORT
VERIFY CR
MING
LyJ LyJ
LF)
0� ELEVATION
O
W Wco
L3 L-
Ln
W L�
10+00 10+50 11+00 11+25
FIRE HYDRANT
EX MH
570
STA110+00,00
570
RIM1568,06
EXISTING INVERTS TBD
565
565
I 1 E
(ISTING zz"!
;TORM PIPE
560
lh�
V
PROX.ELE
ATIOTION56o.z6
560
6" FIRE HYDRANT
CRO
ING
PROPOSE
'6" PVC SAN
TARV
555
SEWER LA
ORAL AT MI
4.2.08%
555
SLOPE. MI
IMUMTIE-I
=555.
CONTRA
OR SHALI
INVESTIGAftEELEVATIO
S OF EXIST
ING SEWER
ANHOLEF(
RTIE-IN,
550
AND EA
TINGSTOR
A PIPECRO$
ING
r
550
W W
CD
CD
CD
CD
W W
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�
CU �
CU
0 L7
u'
u�
In LF)
u)
W L�
10+00 10+50 11+00 11+50 11+75
SANITARY LATERAL
5
INV
E
E
EX
STR11B VDOT STD, MH-1
STA. 10+84.84
TP=560.16
INV IN: 554.92 TO 2
TP=558,67
INV
❑UTI
554.82 TO
EX PF
INI 554.40 TO 1B
X INV IN: 555.00
STR12
�c
S
K INV INI 554.50
STA, +38.37
INV OUT: 554.30
,20
TP=560.20
INV ❑UTI
555.
PR
POSED
EXISTING
GRADE
560
GRADE
560
555
555
15' CL III RCP
15' CL III RCP
84.84 LF @ 0,50%
53.53 LF @ 1.55%
550
550
548
548
ECo
n
0�
In
o
�U7
CD
10+00 10+50 11+00 11+50 11+75
STR z - EX
STR:EX 2 EXISTING DI
STA 10+0000
TP=56018
EX INV EUT: 555.27
INV IN 555,36 TO EX 4
INV INI 55537 TE 16B
D
W W
W W
W Li
560
IRKING LOT
TD, DI-31C, L=8'
75 TO 1B
STR:16B NEW MH
STA. 10+53.80
TP=562,40
EX INV IN 559.84 (FROM NORTH)
INV IN: 555.74 TO 16
INV OUT, 555.64 TO EX 2
STR:16 24' YARD DRA
STA, 12+01.22
TP=559,67
INV OUT: 556.48 TO
STRIEX 4 EXISTING DI
RAISE TOP TO 563,00
STA. 10+76,42
TP=560.70
r INV INI 556.47 TO 4
INV OUT: 556.37 TO EX 2
STR EX 2 EXISTING DI
STA, 10+00,00
TP=560.18
EX INV ❑UT 555,27
EX INV INI 555,36 T❑ EX 4
EX INV IN 555.37 TO 16B
1560 1
STR16 24" YARD DRAIN
STA. 12+11.21
TP=562.10
INV INI 557.38 TO 8
INV INI 557.38 TO 10
INV OUT: 557.28 TO 4
560
STR:4 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
STR:6 24' YARD DRAIN
STA, 12+11.21
TP=562,10
INV IN: 557.38 TO 8
INV IN: 557.38 TO 10
INV OUT: 557.28 TO 4
1 1 565
STR:8 24' YARD I
STA. 12+69.61
TP=562,30
INV OUT, 557.67
560
555 15.J 1 12' PVC ' PVC 12 PVC 58,40 LF @ 0.50%555
132% 126,42 LF @ 0.50%
76,42 LF @ 12' PVC
552 8.37 LF @ 0.96% 552
ELWOLO'
Ll
O"o CD CD ` o CD o N o (U (U CD (U (U (U (lJ N (U� ID W ID CU � NO � IO
n U� J) U� in U"7 U7 Lo L0U�
10+00 10+50 11+00 11+50 12+00 12+50 13+0013+25
STR 8-EXz
STR:4 24' YARD DRAIN
STA. 10+84.79
TP=563,00
INV IN: 556&65 TO 12
INV IN: 556.65 TO 6
INV OUT: 556.55 TO EX 4
STR110 24' YARD DRAIN
STA. 10+21.36 565
TP=561,49
INV OUT: 557.49 TO 6
560
•.1
STR:12 24' YARD DRAM
STA. 10+84.72
TP=561.18
INV IN: 557.18 TO 14
INV OUT: 557.08 TO 4
1 1 570
STR114 24' YARD DRA]
STA. 13+02.07
TP=562,26
INV OUT, 558.26 TO ]
565
5
12• Pvc
A
12' PVC
217.34 LF
@ 0.50'.
15'
147.41 LF
PVC
@ 0,50%
555
555
555
555
84,72
LF
@ 0,51%
12' PVC
53.15'
PVC
LF @ 0,50%
552
552
21.36
LF @
%
0.5280
552-
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10+00
10+50 11+00 11+50 12+00
12+5012+75
10+00
10+50
10+75
10+00
10+50 11+00
11+50
12+00
12+50
13+00
VERTICAL SCALE
5 10
( IN FEET )
1 inch = 5 fL
HORIZONTAL SCALE
( IN FEET )
1 inch = 50 It
STR 16-EXz
20
STR 10 - STR 6
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 1' 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 4
•.1
55
55
13+5013+75
Lic. No. 035791
L 06/02/20 14
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JOB NO.
192171
SCALE
1 11=50'
SHEET NO.
8
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ROSSER ASSOCIATES
D.B. 1083-50
D.B. 635-308 PLAT
ZONING: (HC) HIGHWAY COMMERCIAL
USE' COMMERCIAL OFFICE
l
W r-W� Stl9 �
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1
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1.1
T.M. 60-24A
NINERSITY OF VIRGINIA FOUNDATION
D.B. 5154, PC.139
ZONING: RA
USE: RURAL/RESIDENCE
GRAPHIC SCALE
60 120
( IN FEET )
1 inch = 60 ft.
• \
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CVNTT'J AOVERMTIP PARKING
ENTRANCE
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ASSEMBLY/& ✓i
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BLOCK �\J i
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(5,250 $F) \\� DECK %/?q
EXISTING ❑. \\
FABRICATION
ENTRANCE
91UL OFFICE
'PACE
BALLET SCFO
(6,Boo 5F; FRAME - -p._ WALL Tq nO
562A3
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IFFICEJRETAIL
56
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1 1 ,,
(12,175 SF)
EXISTING
1
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1
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Y PA 0
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D PROPO ED,
yoRESF PROPOSED BE J
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;nc /E'J -1I T.M. 60-259 Tl lz PLIGHT
LOT B
RESTAE
RETAIL
E56230E
I 1.71 ACRES CLEAN T hC. FENCE POLE
EXISTING
a GAS GAS STATIONI 1 STORY D �Il ,
I
'
METER BRICK, ATM PAVED
CONVENIENCEBLDGT
FRAME 'G
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ENTRANCE
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,
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.
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AS PUMP
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1
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S- MVIry I TOP= CURB
LK"
m
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POLE
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WAIER LINE &
__-___-__- _ SHOWN AS a0'BlAI ON PLAT IN D.B. 296-432
Sd
V9
(D. B. 1560-435)
_
TOP OF DROP INLET
>50 Qw ROADk.432 _____________________
1
NATION = 555.23
PIPE DESIGN
n = 0.013 for RCP n = 0.01 for HDPE
Rpe
Hydrology
Pipe
E
�
10
E m `o
05
m
E
f o m o o LL d ~
m
Rpe run: 2-EX
2
1 B
0.46
1 0.69
1 0.317
1 0.317
5.00
1 6.67
1 2.12
1 2.12
555.75
1 554.92
1 53.5
1 0.01
1 0.0155
1 15
8.04
5.53
0.16
1 B
IX
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
Rpe run: 8-DC2
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
0A93
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
IX4
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
IX4
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
6.28
0.20
Rpe 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
1 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
1 217.3
0.01
0.0050
12
2.72
2.69
1 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
1 0.44
Rpe run: 16-BU
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, In is 0.013
Inlet
Hydrology
Curb and Gutter
Inlet
2
L6
N
d
N
w
N
CA
.0.. 42
0
6
C
0
C
2n` y
0
0
o
o
m
a
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rn
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A O t
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❑ m
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W
w
N
n
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c
w
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¢ ti U C7 O C�'i
rn .
rn
rn
rn
H
v
a
left
1 0.46
1 0.69
0.317
1.27
1 0.00
1.27
0.0010
0.0200
1 2.0
1 0.0830
4.1500
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 stone will suffice for the 10yr 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
a
it
N
N
0
O
Ol
C
U
.L..
`
U
v
O
0
C
u 'o 'g
c
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io
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F o
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a
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3
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d
❑ F
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a
N
F
t
CL
VI
l0 ❑ "
a >
Q n
¢ U U Ci 0 Ci
c6 .
in
F
d
a
F
left
1 0.46
1 0.69
0.317
2.06
0.00
2.06
0.0010
0.0500
2.0
1 0.0830
1 1.6600
7.60
2
DI.3C 8.0
combined flow
1 2.1
1 0.23
10.507
4.65
' 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 10yr conveyance to the facilities
DESIGN YEAR= 10
STORM SEWER NETWORK
MEM11M.T.WWWOR. MP
Design Storm Year = 10
®"
111
1 1
111
Design Year. 10
Proiect: Ivy Road
Job #: 192171 Prepared bv: I{KW
iCOTT7R. Cr'LLINSIZ
Lic. No. 035791
06/02/20 Aj
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JOB NO.
192171
SCALE
111=60'
SHEET NO.
9
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R-2962.75
L=206.85 D.
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SEWEE S M TI \ *O.O
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Luminaire Legend & Schedule
Symbol
Qty
Label
Arrangement
LLF
Description
�>
7
Slogan
SINGLE
1.000
SLV # 40-3-PMA-DM-8-BRZ
{O]
13
CL
SINGLE
1.000
C74SQX-15-27-G-L9-15-G-DQ-BZ
-0
18
RA
SINGLE
1.000
RA10-LED1227-BB-CG-2-LAS39-BB
F<FCTR C °
/ �c p °
+0 7 1 7 +0 O, e �✓l,�
0
MpgNY
FgS�M N
a
*4 � +0.9 *o. E
SLV , 12'
1.0 footcandles
0.5 footcandles
Type No. SiteLyter Series SiteLyter Series
Catalog No Direct Pole -Mounted Luminaire Direct Pole -Mounted Luminaire
Job. Name Vertical Lamp Vertical Lamp
APPLICATIONS
• Panels Lob, Hoaavmyg Wfllklmy9, Cwnmemaal hard , banks Create, PIDo
ally OtM1u.ndi esnuiidernitlern
CONSTRUCTION
•Formed hurapy ad,. aluminum housingDri.
• ELNaea and,sa a000 gres,
• Hinged
a ens d geekeletl oleos lane.
• H.era.ne seer.
OPTICS
• Flaa mre6ble.,reel I,
• (bolm of IE3 her 2, 3, 4crS
. V. 1. lamp menmeon.
• NI lamps Runs 2EOw meet be RCa type
ELECTRICAL
• High turner .,let Eugene
• Day.mounlea DBlled hard Integral heat sink
• dre pu nfaba pore&an seekel.
• All rued haiae ralures are pulse 1.1
MOUNTING
De man em.w mount
. 9°a- wile droul on. mound.
• Peru top for 3" or 4" mund or 4" cr6' ¢pram pola (opBOnal).
. otaVatab. a- .,far In r square paea (ophcn.).
• 2"lenon eaunmle abp.t(Opnonark
WARRANTY/LISTINGS
• Un lip a ha.adcrwal bcellona.
• operated one year hml.e moral
Ordering Guide Esbande: SLW 03PMAD WS
R
w
o
❑
Si
tlVirtual lamp`
32-320(BM3)
2-Typa11
MIAM IE18
z3203va=EMNLJr NL-Poea.,2s
union, NJ 070M
art romMee4n2212
b
me coin
EXceLine is a Philips group brand
11/10
TYPE III DISTRIBUTION
~1e�
SLV3MPMA
Swmb
lu
tI
FOOLGANDLE GOPREGLION
houl tin MloMng fxLOls fli Me
�endle Mues.rMaµpaln
dog neigh.
WP AND WATT MMEML NS
Te CM "'TW
Lapp MM MM 9Ww 45OW
254W 40M
75M
New HOM 20' as SO' ffi' dP
Pi PMA Park PMA
MPS HPS
HPS
in
Facts 2.3 14 10 74 58
MJtlpllrt On 102 122 132
11 139
275
TYPE IV DISTRIBUTION
an oa Bca.9P'les
v irldru lar
9" vm re4lretllor lll mounlmg
unto a 90°.
PMA
DM
❑ -
�e
PaU r'shaB.rt OM Drulloaa 1120V
22o9v
SUbdddMA
SLVW
or
4-27"
FOOTCANDLE CORRECTION
d,Ou
Mil the aMloMng happen times
8'12OV-2IPl
,Mcendie Meets. for changes in
LX High helps Si
mandne IIaLaIIL
LAMP AND WATr MMEM9 NS
To cFertp.trcm 3V
Lanp Worse WOON disease 450fi
25GW 40M
75M
Lb16OlIMry)nNL11NNaypOn.dvnNyg Oas Lnsa410N.
'Ppalcrea®dahgpkalalry.
Naw HWL 2c 25 SOon' dP
PW PMA PMA PMA
HPS HPS
HPS
275
agulp r .88 102 In 1.32
71 139
Fsaor 23 14 1.0 74 58
'rya. mmnnlmoMmuMeu namrvamearr Ma0lxaum
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ANGLE REFLECTOR
Aluminum Shade
with Glass and Guard Options
Elooaiwl
• 120vir0Na(z]Nawi.Meln an and pwtapgononiA
• Integrates power supply allows Moo
re ore to be wnne M
dnaadr in. l Iva voltage
• Pre -anted add early fair normal
• LED Ondimmable with lnwndescent?riaz dimmers
Maum,
• 1)2"or sense lot arms. Flush mourdard post
availebleoldyplt/Y-
RKMM
• Sbedeandmoumingfinishomons
• Ayallebk In 21 skndard aM 2 apxnhrllnlMKKwltb optional waelel wets,
to pled fiaLou In coastal onvlmnmenre (add- G' to the finish)
• Inner Sloe is painted gloss w9Oe
• Ca.11 Md., I ..... tern finish cprions
Optional kc rin
• Glass, Cast Guard, Wire Cape on We Guam
damage available
Used,
UL listed So US and Code.aanaards for wet bandana Q.
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\\ � ,. / 11 NOTE: ALL PROPOSED LIGHT FIXTURES
*0.4 epr \*. +0.4 `0.4 'O. T -- --4.= - - - - a- 'EI o. +0.1 +oo +o.o 00 0.0 00 00•, o o.o o.0 0.0 a.o 'o.o .o o.o o.o o-o -o.o- o.o-Yo.a'I +o.o +o.o +o.ol +o.o *o.o '120 SHALL HAVE A WARM WHITE LIGHT
\ Y 1 1 ? AND EMIT LESS THAN 3,000 LUMENS.
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NOTE:
i. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS
3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE
AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM
ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS.
THE SPILLOVER OF LIGHTING FROM LUMINARIES ONTO PUBLIC ROADS
AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS
SHALL NOT EXCEED ONE-HALF FOOTCANDLE.
0
1
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\ \ z 465 SF) (6,800 SF) °
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PROPOSED
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o *o. *o.o +off .o 0.11 +o *o. *o.a +a.o *o.o 'o.a +a.o *o.o *o01 *o.0 4Io.a +a o - COMMERCIAL OFFICE/RETAIL \ v
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14 I 'I ',
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PROPOSED 5,000 SF PROPOSED 2,500 SF 0 *o.o o.o
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= -- 0 FENCE
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Lic. No. 035791 �
08/10/20 IIII,cat,v4
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