HomeMy WebLinkAboutSDP202200039 Plan - Approved 2022-07-19SKYLINE RIDGE APARTMENTS
GENERAL NOTES
OWNERS:
TMPo6000-00-0o-o4oC8
WP COLONNADES LLC
22414TH NW
CHARLOTTESVILLE, VA 22903
DEVELOPER:
WOODARD PROPERTIES
22414TH NW
CHARLOTTESVILLE, VA 22903
ENGINEER:
COLLINS ENGINEERING
zoo GARRETT ST, SUITE K
CHARLOTTESVILLE, VA 22902
TAX MAP:
TMP o6000-00-00-04oC8
D.B. 4546, PG. 61
4.96 ACRES
ZONING:
Ri5 - (ZMA-2021-00012: APPROVED BY THE BOS ON JUNE iST, 2022), AND CONTAINING THE FOLLOWING:
MANAGED AND PRESERVED STEEP SLOPES OVERLAY DISTRICT & AIRPORT IMPACT AREA OVERLAY DISTRICT
TOTAL PROJECT AREA:
4.96ACRES
PROPOSED USE:
96 MULTI -FAMILY RESIDENTIAL APARTMENT UNITS (INCLUDING iiAFFORDABLE DWELLING UNITS)
(31) AFFORDABLE ONE BEDROOM UNITS
(85) ONE BEDROOM W/ DEN UNITS
PROPOSED DENSITY:
96 RESIDENTIAL MULTI -FAMILY UNITS WITHIN 4.96 ACRES
DENSITY =15 DUA x 4.96 ACRES = 74 UNITS
BONUS DENSITY FOR AFFORDABLE HOUSING (3o%DENSITY INCREASE)
74 DUA x 30%= 96 UNITS (74 MARKET RATE DWELLING UNITS +ii MARKET RATE DWELLING UNITS +ii AFFORDABLE DWELLING UNITS)
ALLOWABLE DENSITY: 35 DUA x 4.96 ACRES x 3o% BONUS DENSITY INCREASE = 96 TOTAL UNITS
OPEN SPACE:
NO DEDICATED OPEN SPACE IS REQUIRED WITH THIS DEVELOPMENT. THERE IS NO LAND PROPOSED TO BE DEDICATED OR RESERVED
FOR PUBLIC USE ON THE PROPERTY.
BUILDING HEIGHTS:
NO MINIMUM HEIGHT AND 65' MAXIMUM HEIGHT. NOTE, BUILDINGS GREATER THAN 3 STORIES OR 4o FEET IN HEIGHT MUST STEP
BACK A MINIMUM OF 15 FEET AFTER THE 3RD STORY OR A SPECIAL EXCEPTION REQUEST MUST BE APPROVED. A SPECIAL EXCEPTION
REQUEST HAS BEEN REQUESTED FOR THE SETBACK REQUIREMENT FOR THIS PROJECT.
PROPOSED BUILDING: 5 STORY+ BASEMENT
BUILDING HEIGHTS (TOP OF ROOF)=62'+/-
BUILDING HEIGHT (EAVE OF ROOF) = 62'+/-
SETBACKS:
FRONT: 5' MINIMUM SETBACK (18' MIN. FROM R/W OR EDGE OF SIDEWALK TO GARAGE) & 25, MAXIMUM SETBACK
SIDE: 5' (+1' FOR EACH FOOT THE DWELLING EXCEEDS 3S ADJACENT TO ZONED RESIDENTIAL OTHER THAN R-10 AND
R-i5, RURAL AREAS, OR MONTICELLO HISTORIC DISTRICT) & NO MAXIMUM SETBACK. NOTE: 1o' MIN. BUILDING
SEPARATION.
REAR: 20' MINIMUM SETBACK & NO MAXIMUM SETBACK
BUILDING FOOTPRINT:
BUILDING FOOTPRINTS IS APPROXIMATELY 26,355 SF.
LOT SIZE:
2,178 SF MINIMUM LOT SIZE AND NO MAXIMUM LOT SIZE
STREETS:
CURB & GUTTER FOR PRIVATE TRAVELWAYS
WATERSHED:
THE PROPERTY IS LOCATED WITHIN THE NON -WATER SUPPLY WATERSHED AREA OF THE MEADOW CREEK WATERSHED
AGRICULTURAL/FORESTAL DISTRICT: NONE
TOPOGRAPHY & SURVEY:
TOPOGRAPHY AND BOUNDARY WERE FIELD SURVEYED BY ROUDABUSH, GALE & ASSOCIATES IN MAY 2021. TOPOGRAPHY AND FIELD
CONDITIONS WERE VERIFIED BY COLLINS ENGINEERING, MAY 2022.
DATUM:
NAVD 1988
EXISTING VEGETATION:
THE SITE WAS PARTIALLY CLEARED AND GRADED IN 1996 WITH SOME INFRASTRUCTURE INSTALLED, INCLUDING SOME UTILITY PIPING
AND EROSION CONTROL MEASURES. THE PROPERTY HAS SINCE STABILIZED AND TREES AND VEGETATION CURRENTLY COVER THE
SITE.
LIGHTING:
LIGHTING -ALL PROPOSED LUMINARIES WILL MEET THE OUTDOOR LIGHTING STANDARDS SPECIFIED IN SECTION 4.17OFTHE
ALBEMARLE COUNTY ZONING ORDINANCE. THE FINAL SITE PLAN WILL INCLUDE A LIGHTING PLAN THAT COMPLIES WITH THE
ALBEMARLE COUNTY ZONING ORDINANCE.
PHASING:
THE PROJECT SHALL BE COMPLETED IN ONE PHASE.
RECREATION:
THE BUILDING WILL PROVIDE RECREATIONAL AMENITIES. IN ADDITION, A COURTYARD/PLAZA/FIRE PIT AREA IS PROPOSED WITH THE
DEVELOPMENT ALONG WITH A DOG PARK. THE TOTAL RECREATIONAL AMENITIES PROVIDED WITH THE PROJECT:
PLAZA/COURTYARD/FIRE PIT: 11,075 SF
DOG PARK: 5,16o SF
MEETING SPACE WITHIN BUILDING: 3,300 SF
TOTAL RECREATIONAL AMENITY SPACE PROVIDED: 29,535 SF
TOTAL RECREATIONAL AMENITIES REQUIRED: 19,200 SF
PARKING:
RESIDENTIAL PARKING REQUIREMENTS:
(1.5) PARKING SPACES PER EACH ONE BEDROOM UNIT= 96 ONE -BEDROOM UNITS x 1.5 =144 PARKING SPACES REQUIRED
TOTAL NUMBER OF PARKING SPACES REQUIRED: 144 PARKING SPACES
TOTAL NUMBER OF PARKING SPACES PROVIDED:
OFF-STREET SURFACE PARKING SPACES (INCLUDING 4 VAN ACCESSIBLE ADA HANDICAP SPACES): 144 SPACES
TOTAL NUMBER OF SPACES PROVIDED: 144 PARKING SPACES
BURIAL SITES:
NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THIS SECTION OFTHE DEVELOPMENT.
PRESERVEDWANAGED SLOPES: THERE ARE EXISTING PRESERVED AND MANAGED SLOPES ON THIS PORTION OFTHE PROPERTY AS SHOWN ON SHEET 2 AND
SHEET 4. THE MANAGED SLOPES AS SHOWN ON THE PLAN, AS THEY WERE ORIGINALLY PRESERVED SLOPES BUT WERE
APPROVED FOR IMPACTS WITH ZMA 2021-00012. THE IMPACTS OFTHE PRESERVED SLOPES ARE NOW SHOWN AS
MANAGED SLOPES, PER THE ALBEMARLE COUNTY ORDINANCE.
FLOODPLAIN:
THERE IS NO too-YR FLOODPLAIN LOCATED IN THE SUBJECT PROPERTY PER FEMA MAP ID 52003CO226D, DATED FEBRUARY 4, 2005.
THERE ARE NO STATE OR FEDERAL DAM BREACH INUNDATION ZONES LOCATED ON THE PROPERTY, AND THERE ARE NO STREAM
BUFFERS ON THE SUBJECT PROPERTY.
RETAINING WALLS:
RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT, SEE THE GRADING & UTILITY PLAN SHEET FOR THE PROPOSED
RETAINING WALL DESIGNS. RETAINING WALLS SHALL NOT EXCEED 6 FEET IN HEIGHTAND SHALL CONFORM WITH ALBEMARLE
COUNTYSTANDARDS.
LANDSCAPING:
A LANDSCAPING PLAN FOR THE APARTMENT DEVELOPMENT SHALL BE INCLUDED WITH THE FINAL SITE PLAN. THE LANDSCAPING
PLAN SHALL BE IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTION 32.7.9 OFTHE COUNTY
CODE.
TRASH SERVICE:
TRASH RECEPTACLE BINS SHALL BE LOCATED WITHIN THE PARKING GARAGE OFTHE PROPOSED BUILDING AND SHALL BE EMPTIED ON
A WEEKLY BASIS BY A PRIVATE TRASH MANAGEMENT COMPANY.
UTILITIES:
ALBEMARLE COUNTY WATER AND SEWER
IMPERVIOUS AREAS/LAND AREAS:
TRAVELWAYS/PARKING:36,220SF(o.83ACRES) - (17%)
SIDEWALKS: 4,350 SF (o.io ACRES) - (2%)
BUILDINGS: 26,355SF(o.6iACRES) - (12%)
RECREATIONAL AREA: 16,235 SF (0.37 ACRES) - (8%)
LOT ARENLANDSCAPING: 156,400 SF (3.o5 ACRES) - (61%)
TOTAL: 4.96 AC
TOTAL IMPERVIOUS COVER:
1.54 ACRES (31 %)
TOTAL RECREATIONAL AREA & OPEN SPACE AREA: 3.42 ACRES (69%)
PAVED PARKING AND VEHICULAR CIRCULATION AREA: 36,220 SF
AFFORDABLE HOUSING:
AFFORDABLE HOUSES TO BE PROVIDED IN ACCORDANCE WITH THE ALBEMARLE COUNTY BONUS DENSITY REGULATIONS.
TOTAL PROPOSED AFFORDABLE UNITS: 11 UNITS
STORMWATER MANAGEMENT: THE STORMWATER FOR THE PROPOSED DEVELOPMENT SHALL INCLUDE THE INSTALLATION OF UNDERGROUND DETENTION
FACILITIES AND DRY RETENTION AREAS TO MEET LOCAL AND STATE STORMWATER MANAGEMENT REQUIREMENTS. NUTRIENT
CREDITS WILL BE PURCHASED WITH THE PROPOSED DEVELOPMENT TO MEET WATER QUALITY REQUIREMENTS.
NEEDED FIRE FLOW CALCULATION: CLASS I -FRAME TYPE CONSTRUCTION (IBC TYPE V-A)
FACTOR = 2.5
TOTAL GROUND FLOOR AREA= 26,355 SF
TOTAL AREAS OF OTHER FLOORS = 39,000 SF
TOTAL BUILDING AREA: 65,355 SF
REQUIRED ISO FIRE FLOW =1700 SF
NEEDED FIRE FLOW (5o%REDUCTION FOR AUTOMATIC SPRINKLERS)=1,850
AVAILABLE FIRE FLOW ONSITE: AVAILABLE FIRE FLOW AT HYDRANT LOCATED ALONG COLONNADE DRIVE IS 2,158 GPM AT 58 PSI.
40' UTILITY &
IAGE EASEMENT
975 PG 256
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INITIAL SITE PLAN
JACK JOUETT MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
\ EX. SLOPE &
\ LANDSCAPE EASEMENT
DE 1075 PG 256 -„
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ALL PROPOSED UTILITY EASEMENTS SHALL BE DEDICATED TO PUBLIC USE OR PRIVATE USE.
ROADWAYS SHALL BE PRIVATE TRAVELWAYS. SEE NOTES & DETAILS FOR MORE DETAIL ON THE
PROPOSED TRAVELWAY CROSS SECTIONS.
ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERATION MA
ioTH EDITION. CODE 22o WAS USED FOR THE DEVELOPMENT
PROPOSED 96 DWELLING UNITS
ADT RATE - 7.32 VPD PER DU = 702 ADT (352 ENTER/ 35i EXIT)
AM PEAK RATE - 0.46 VPD PER DU = 44 VPD (2o ENTER/ 34 EXIT)
PM PEAK RATE - o.56 VPD PER DU = 54 VPD (34 ENTER/ 20 EXIT)
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SCALE: 1" = 1000'
APPROVED
by the Albemarle County
Community Development Department
Date 7.19.2022
File # SDP2022-39
Application Type Initial Site Plan
Lead Reviewer: Ben Holt
Sheet List Table
Sheet Number
Sheet Title
1
COVER
2
EXISTING CONDITIONS
3
SITE PLAN
4
GRADING, DRAINAGE, & UTILITY PLAN
5
NOTES & DETAILS
5
TOTAL SHEETS
LEGEND
EDGE OF PAVEMENT
-
EXISTING CONTOUR
CURB
200
PROPOSED CONTOUR
PROPOSED ASPHALT PAVEMENT
506.71 T
506.21 EPC
PROPOSED SPOT ELEVATION
EXISTING VEGETATIVE/
7BC DENOTES TOP/BACK OF CURB
LANDSCAPE BUFFER
T/B DEN07ES TOP OF BOX
GREEN WAY BUFFER
sos.71 TW
sos.21 eW
PROPOSED SPOT ELEVATION
PROPOSED EASEMENT;
7W DEN07ES TOP OF WALL
VARIOUS WITH EACH SHEET
BW DENOTES BOTTOM OF WALL
0
DROP INLET &STRUCTURE N0.
-
PRESERVED STEEP SLOPES
DRAINAGE PIPE
MANAGED STEEP SLOPES
BENCH MARK
PEDESTRIAN AND VEHICLE ACCESS
VDOT STANDARD STOP SIGN
-1 PROPOSED CONCRETE
�4
PROPOSED HANDICAP
PROPOSED & EXIS77NG GUARDRAIL
PARKING SPACE STRIPING
PROPOSED FENCE
«
PROPOSED ASPHALT
STRIPING (DIREC77NG
0 OO OO
OO 100 YR. FLOODPLAIN
TRAFFIC)
BUILDING CODE NOTES:
1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS
EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE
INSPECTIONS AS OUTLINED IN THE USBC.
2. ACCESSIBLE PARKING SPACES ACCESS ISLES AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN
ACCORDANCE WITH ICC ANSI A117.i-og AND THE 2015 VIRGINIA CONSTRUCTION CODE.
3. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OFTHE MANHOLE
COVER OFTHE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURE SHALL BE PROTECTED BY A
BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN, OR HORIZONTAL
BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE
ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT
DISCHARGE THROUGH A BACKWATER VALVE.
4. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER
SIDEWALKS.
S. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY
PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED
IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL
REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-38SO x131.
6. ALL WATER, SEWER, AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA
PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). THE ALBEMARLE
COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID) DOES A VISUAL INSPECTION AND WITNESSES THE
TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN CONNECTION.
7. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE
UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND
TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS,
WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METERS)/BUILDING(S).
8. THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY
ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED.
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
No, 35791
06/06/22
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GENERAL NOTES: PAVED PARKING
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1. NO 100-YR FLOODPLAIN EXISTS ON THE SUBJECT PARCEL PER FEMA L /
FLOODPLAIN MAP # 51003CO266D. NO FLOODPLAIN IMPACTS ARE VA \ _ /w
PROPOSED WITH THE PROJECT.
2. A WPO STREAM BUFFER DOES NOT EXISTS ON THE SUBJECT PROPERTY.
3. BEFORE BEGINNING SITE WORK, THE CONTRACTOR SHALL \ v i V �' / / 7-7 �FFi
INVESTIGATE AND VERIFY THE EXISTENCE AND LOCATION OF \ \ ` O \ / 099
UNDERGROUND UTILITIES, MECHANICAL AND ELECTRICAL SYSTEMS, \ `99 ` / _ ° '' / TMP 60-4OC6 /' `
AND OTHER CONSTRUCTION AFFECTING THE WORK. BEFORE BENCHMARK
CONSTRUCTION THE CONTRACTOR SHALL VERIFY THE LOCATION AND�G N/F CHARLOTTESVILLE
\
INVERT ELEVATIONS AT POINTS OF CONNECTION OF SANITARY SEWER, Ste % l ' - PR INVESTMENT PROPERTIES < TOP OF
STORM SEWER, AND WATER -SERVICE PIPING; UNDERGROUND \ f Q P SANITARY MH
ELECTRICAL SERVICES, AND OTHER UTILITIES. THE CONTRACTOR _ RED - O �E D8 860 PG 568
SHALL FURNISH LOCATION DATA FOR WORK RELATED TO PROJECT \ - - A CHLIRVE - SEE SHEET 8 ZONING: R-15 ELEV.=643.08'
THAT MUST BE PERFORMED BY PUBLIC UTILITIES SERVING THE /
PROJECT SITE.
4. THE EXISTING CONDITIONS ARE BASED ON CURRENTLY APPROVED PLANS
AND MAY NOT MATCH THE CURRENT, EXISTING TOPOGRAPHY/LAYOUT _ — — — — —
ON THE SITE, SINCE THE SITE IS CURRENTLY UNDER CONSTRUCTION.
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EMERGENCY .:::. • , , , • : s R=237.00' CG g DB. —PG. WAL
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NOTE: N �\ AREA ::::%y CB=S 14'01'32" E S - G
i. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED AREAS, MH :• is3)' ' J:
VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY \\ '••\ \ '•'� 0,j•, - '
DISCREPANCIES.-
2. CONTRACTOR SHALL CONFIRM ALL UTILITY, DRAINAGE, AND ROAD CONNECTIONS, AND SHALL NOTIFY \ '\ `,` - \\ i SG O 772 3
ENGINEER OF ANY TIE-IN ISSUES OR DISCREPANCIES.
3. Qi REPRESENTS ONE PROPOSED PARKING SPACE. \ '�` \\ I F EX. 1 0' POWER & I GL
4. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN i'-6". -p UNIMPROVED ____—______� TELEPHONE EASEMENT (P)VDOOPSI DMH •.
3 � � `�. � \ 0 _ _ .i° R1-1 STOP SIGN
5. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,000 LBS. \. `� i \ ()y ROAD _-� �' -�'- DB 434 PG 607
6. CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE AND BELOW GROUND, SERVICING ADJACENTPROPERTIES SHALL CONTINUE TO SERVICE THE ADJACENT PROPERTIES THROUGHOUT CONSTRUCTION PROPERTY
AND UPON COMPLETION OF THE PROJECT TO THE FULLEST EXTENT POSSIBLE. BOUN.pARY `, i� '0, �� /�- �-� C SIGNX6 V.'.
7. SEE SHEET 2 FOR COMPLETE PROJECT BOUNDARY DIMENSIONS AND METES AND BOUNDS. \
8. CURB RADII SHOWN, REPRESENTED WITH AN 'R', DIMENSION THE FACE OF CURB. W
9. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ALL
MECHANICAL EQUIPMENT SHALL BE SCREENED FROM THE ENTRANCE CORRIDOR.
20. ALL EXCEEDING 1NING WALLS 4 EETIINHEIGHTTER THAN 3 FEET IN EQUIREASTAM EDENGIN ENGINEERED OR THE WALLSSYS SIGHT REQUIRE A SEPARATE BUILDING YSTEM.
WALLS ��� PAVED PARKING -`\ SMH
i2. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 2985 MUST HAVE AN ASBESTOS SURVEY/'� SG
PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE ` WL
REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR �\ ��' wV
DEMOLITION PROJECTS.
22. ALL PRIVATE TRAVELWAYS SHALL BE OWNED AND MAINTAINED BY THE APARTMENT COMPLEX. NOPUBLIC�/'
AGENCY, INCLUDING VDOT AND THE COUNTY OF ALBEMARLE WILL BE RESPONSIBLE FOR MAINTAINING THE \ /�' 7�
TRAVELWAYS WITHIN THE APARTMENT COMPLEX. FLI /I
13. ALL PUBLIC WATER AND SANITARY SEWER FACILITIES SHALL BE DEDICATED TO PUBLIC USE AND THE `� �.
EASEMENTS FOR THOSE FACILITIES, AS IDENTIFIED ON THIS PLAN, SHALL BE DEDICATED TO THE \ �' d DISTANCE TO -\
ALBEMARLE COUNTY SERVICE AUTHORITY. THE ONSITE SANITARY SEWER IS A PRIVATE UTILITY AND NO / O TMP 60-4006 NEAREST
EASEMENTS ARE REQUIRED. `�
24. ALL PRIVATE YARD DRAIN DESIGN INFORMATION (INCLUDING INVERTS OF THE SYSTEM) SHALL BE \ '� G N F CHARLOTTESVILLE INTERSECTION (P) VDOT STD. WP-2
PROVIDED BYTHE CIVIL ENGINEER DURING CONSTRUCTION. \o' / (ROUTE 25) = 1,250' MILL/OVERLAY OF
15. THE TRASH AREA SHALL ALSO INCLUDE A RECYCLING BINS FOR THE APARTMENT COMPLEX. �,' s� -Z7/1 PPR INVESTMENT PROPERTIES COLONNADE DRIVE
VDOT NOTES: \` PED O -0 PPJ�� DB 860 PG 568
i. VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT NECESSARY TO PROTECT THE ZONING: R— 15
ROADWAY FROM FLOODING OR DAMAGE. \ A HLINE - SEE SHEET
2. A MOT PLAN SHALL BE PROVIDED PRIOR TO THE START OF CONSTRUCTION FOR ANY WORK ON EXISTING
ROADWAYS THAT HAVE BEEN ACCEPTED BY VDOT. CURRENTLY, THE EXISTING ROADWAY INTERSECTIONS FOR
THIS DEVELOPMENT ARE UNDER CONSTRUCTION AND HAVE NOT YET BEEN ACCEPTED BY VDOT. NO MOT PLAN
IS REQUIRED AT THIS TIME FOR THE IMPROVEMENTS AT THE ENTRANCES.
3. IF A TRAFFIC MAINTENANCE PLAN (TMP) IS REQUIRED, THEN IT SHALL BE PREPARED BY AN ADVANCED WORK `` j0
ZONE CERTIFIED PERSON, CERTIFICATION CARD AND VERIFICATION NUMBER IS REQUIRED ON THE TMP
SUBMITTAL. ,
,
NOTES:
2. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL
ROADWAYS, MANHOLE TOPS AND DRAINAGE STRUCTURES PRIOR TO
INSTALLATION OF E/P, DRAINAGE, OR UTILITIES TO COLLINS ENGINEERING
FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS
ENGINEERING SHALL VERIFY ALL SURVEY SHEETS TO ENSURE POSITIVE
DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION.
NOTE: WALLS WITH HEIGHT OF 30" OR GREATER SHALL
REQUIRE HANDRAILS.
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CONSTRUCTION FIRE PREVENTION NOTES: Q
3.. SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING MAKES > ��
CONDITIONS SUCH AS TO MAKE SMOKING A HAZARD AND THESE -
AREAS SHALL BE DESIGNATED WITH NO SMOKING SIGNS PER VIRGINIA Lij
STATEWIDE FIRE PREVENTION CODE. J v
2. AREAS WHERE SMOKING CAN OCCUR, SHALL HAVE APPROPRIATE J
RECEPTACLES FOR DISCARDED SMOKING MATERIALS PER VIRGINIA >
STATEWIDE FIRE PREVENTION CODE.
ACCESS & 3. PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, VEHICULAR U z
MAINTENANCE ACCESS FOR FIREFIGHTING SHALL BE PROVIDED AT ALL LLI
EASEMENT CONSTRUCTION AND DEMOLITION SITES, PROVIDE ACCESS TO WITHIN0 j� J
DB._ PG. Zoo FT. OF TEMPORARY OR PERMANENT FIRE DEPARTMENT r
CONNECTIONS, AND HAVE NO OVERHEAD WIRING OR OTHER O
OVERHEAD OBSTRUCTIONS LOWER THAN i3FT 6INCHES; THIS ACCESS J Lu
PAVED PARKING MAY BE VIA PERMANENT OR TEMPORARY ROAD, BUT SHALL BE E z
CAPABLE OF SUPPORTING FIRE APPARATUS IN ALL WEATHER Q
ADA HAND. CONDITIONS. (n
RKINGSIGN 4- CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE ALWAYS
VISIBLE FROM THE FRONTAGE STREET DURING CONSTRUCTION PER w LU
THE VIRGINIA STATEWIDE FIRE CODE.
S, ^
L TIE-IN S. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL Y V
X. BE IN PLACE AND AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS
SIDEWALK
EEX. ALK ARRIVE ON SITE. LLI
6. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE (—
BUILDING AT THE END OF EACH DAY AND DISPOSED OF IN H�
ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. (n
7. FIRE EXTINGUISHERS SHALL BE PROVIDED, WITH NOT LESS THAN ONE
APPROVED FIRE EXTINGUISHER AT EACH STAIRWELL, ON ALL FLOOR
LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED, IN 1 11
EVERY STORAGE AND CONSTRUCTION SHED AND IN ARES OF SPECIAL; Lli • ■
HAZARD, SUCH AS WHERE FLAMMABLE AND COMBUSTIBLE LIQUIDS Lli Z
PAVED ARE STORED OR USED, IN ACCORDANCE WITH THE VIRGINIA
ROAD STATEWIDE FIRE CODE.
-\ B. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL ® U) J
P --\ COMPLY WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE AND
SHALL REQUIRE A PERMIT FROM THE ALBEMARLE COUNTY FIRE
MARSHAL'S OFFICE. j
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NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE
PROPOSED TO BE STATE MAINTAINED:
lr
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 OU7FALL 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 PROVIDE SAFE AND CONVENIENT ACCESS.
11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS
DETERMINED BY VDOT FOR PUBLIC ROADS.
12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL
AT ALL CUT AND FILL 7RANS177ONS AND GRADE SAG POINTS AS SHOWN ON 774E ROAD PROFILES
13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED
INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN
ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY
INSPECTOR PRESENT
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 774E ROADWAY, IT SHALL BE REMOVED FROM THE EN77RE
ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE
SATISFACT70N OF THE ENGINEER.
J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT
OTHER TREES AND VEGETA77ON WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSEC77ONS SHALL BE
REMOVED.
4. ALL VEGETA7ON AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE
CONSTRUCT70N 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 SA77SFACT70N OF THE ENGINEER.
DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE.
PA VEMENT
1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO T74E 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 1, ll, OR III PRIOR TO PLACING AGGREGATE BASE.
4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN T74E EVENT THAT THE SURFACE
COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLA77ON 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, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A
ROADWAY'S 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.
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 SPECIFICAT70NS AND
STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
J. EROSION AND SILTAT70N 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 J.61 OR BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZA77ON 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
B. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE
CONSTRUCTION INDUSTRY (29 CFR PART 1926).
STD. CO-12
HANDICAP SIGN RAMP HANDICAP SIGN
LOCARON (VAN) LOCA77ON
SIDEWALK
FACE
OF CURB
BUMPER-
BLOCK18'
PAINT/4' PAINTED
PER VDOT ST
SPED R/PE
MIN. I MIN. IMIN. (TYPICAL)
ACCESSIBLE SPACES
HANDICAP SPACE DETAIL
NOTE NO SCALE
HC PARKING SPACES & ACCESSIBLE ROUTES SHALL BE COMPLIANT
w/ ALL CURRENT ADA STANDARDS & LOCAL/STATE REQUIREMENTS
HANDICAPPED SPACES SHALL BE IDEN77FIED
BY ABOVE GRADE SIGNS AS RESERVED FOR
RESERVED
PHYS/CALLYHANDICAPPED PERSONS PROVIDE
RESERVED
PARKING
ONE (1) R-7-8 SIGN AT EACH HANDICAPPED
PARKING
PARKING SPACE INDICATED ON 517E PLAN.
SIGN HILL BE ALUMINUM (PAINTED NH/TE) KITH
GREEN LETTERS AND INIERNANCINAL NHEELCHAIR
SYMBOL. THE CENTER OF SIGN SHALL BE AT
LEAST FIVE (5) FEET ABOVE GRADE, BUT NO
HIGHER THAN SEVEN (7) FEET ABOVE GRADE.
SON SHALL BE PLACED ON 57EEL POST 1-112" 0
PAINTED BLACK SET IN 12' OF CONCRETE
VAN
TOW AWAY TYPICAL ACCESSIBLE SIGNS SHALL CONFORM TO
ZONE
ADA REQUIREMENTS
ACCESSIBLE
$100 - $500
$100 - $500
FINE
FINE
HANDICAPPED PARKING SIGNS
NO SCALE
TOP
OF ¢" 2" R
CURB
•a..6"
13» ..i.'..i 1".I'-y
4
�.x.; 7-
6" i
f 1, f6„ 2'
STANDARD CG-6 # STONE BA E6UNDER CURB
DRY CURB & GUTTER & CHECKED BY VDOT
NO SCALE PRIOR TO PAVING AND/OR
BACKFILLING.
EXIST. GROU
EXIST. GROUND
1z"
REFLECTIVE ALUMINUM
RESERVED LEGEND AND BORDER - GREEN
a
WHITE SYMBOL ON BLUE
BACKGROUND BACKGROUND -
WHITE
TYPICAL AT ALL HANDICAP SPACES
THIS SIGN TYPICAL AT ALL "VAN
VAN ACCESSIBLE" PARKING SPACES
ACCESSIBLE
PENALTY SIGN WITH WORDING AS
REQUIRED BY STATE OR LOCAL LAW
GALVANIZED "U" CHANNEL POST
o0
0
Ow
IY
0�
0
- o VDOT A3 GENERAL
N n CONCRETE
0
in o TOPSOIL AND SEED
J
4" MIN.
HANDICAP PARKING SIGN DETAIL
NOT TO SCALE
ONE AT EACH HANDICAP SPACE. WHERE HANDICAP SPACES FACE
EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH
SIGNS MOUNTED BOTH SIDES
VAR. WIDTH
PLANTING
STRIP
VAR.
(5' MIN.)
4" CONC.
3000 psi MIN.
4" 21-A STONE BASE
CONCRETE SIDEWALK
NO SCALE
ELEVATION VIEW
❑ IN GROUND MOUNT (IG)
CHECK DESIRED MOUNT ❑
2" SM-9.5�
SURFACE COURSE
3" BM-25 -
INTERMEDIATE COURSE
6" 21-A -
BASE COURSE
ASPHALT PAVING - DRIVE AISLES
AND TRAVELWAYS
NO SCALE
2" SM-9.5
SURFACE COURSE-
1" BM-25-
BINDER COURSE
8" 21-A
BASE COURSE
ASPHALT PAVING - PARKING SPACES & DRIVEWAY
NO SCALE
PROPOSED 1" SM-9.5
OVERLAY
EXISTING
PAVEMENT
EX. STONE
SUBSE
COMPACT D
SUBGRADE
ASPHALT PAVING - MILL
NO SCALE
OVERLAY
13'x44' CONCRETE DUMPSTER PAD
6" THICK - 3000 PSI CONCRETE
�6" COMPACTED 2-:LB STONE BASE
CONCRETE DUMPSTER PAD DETAIL
MVDRAI( DIVISION
GRABER MANUFACTURING, INC.
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WAUNAKEE,,� 6WB1I963507
NNNJ.MAOOR .COOM PE4.IAIL:S F�ADRA%.CON
�3 K 6 K 31C THICK
3EA.3VSO.HOLEr.?.
4
6 LAGBOLT
CONCRETE
D SURFACE FLANGE MOUNT (SF)
SECTION VIEWS
4k2EARHS' 0HOLETYP.
12 10
LAG BOLT
CONCRETE
❑ SURFACE GUSSET MOUNT (SO)
&CHARGE
PRODUCT:UX1B0.1G(SF,801
DESCRIPTION:'U'BII(E RACK
DATE: B&16 3 SIM SURFACE OR IN GROUND MOUNT
ENG: SMC
NOTES
CONFIDE NTI4DPAWNDA INFORMATION IB NOT TUBECOPIED URNG,RDIBCLOBEO 1. CONSULTAWTOSEIACCIXiDNG TOMK.MIEI NUFACTUURGATIOIR
SPECI FBV111NORRIHECO MCOFGRABB(MANUFACNWNG, NC. P. WESITEP FORLOCTCOOR(FN196.BEE MPNUFACTIIREA'83PECIFlGATION6.
BPECIF1G1110N6ARE SU8IECTTO CXANGE VriTHOUT NORCE, 3. BEESITE PLAN FOR LOCAMN ORR CONBULTOWNEA.
ONUGRABERMANUFA TURING,INC. All PROPRIETARY RIGHTS RESERVED.
CG-6
CURB & GUTTER
CL POINTOF
FINISHED GRADE
CG-6
CURB & GUTTER
I
10' 10'
(TRAVEL LANE) (TRAVEL LANE)
24' F/C-F/C
TYPICAL TRAVL'LIYAY SUCTION
HUNTLY STREET (PROPOSED PRIVATE TRAVELWAY)
DESIGN SPEED- 15 MPH
4'
NO SCALE
SCOTTTR. Cb•Ll
No. 35791
06/06/22
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