HomeMy WebLinkAboutSUB202000191 Plat - Submittal (First) 2020-10-26F711l
G
OWNER.*
05500-00-00-077A1
✓AMES ✓ACKSON JR
6107 ✓ARMANS GAP ROAD
CROZET, VA 22932
ENGINEER:
COLLINS ENGINEERING
200 GARRETT ST, SUITE K
CHARLOTTESVILLE, VA 22902
(434)293-3719
TAX MAP NO.:
05500-00-00-077A1 (DB 3879 PG 408)
TOTAL PROJECT AREA:
05500-00-00-077A1 — 4.87 AC
ZONING
R-1 RESIDEN77AL (BONUS LEVEL — CONVENTIONAL DEVELOPMENT)
MIN. LOT SIZE = 30,000 SF.FT.
MIN. LOT FRONTAGE = 100 FEET
PRESERVED/MANAGED
SLOPES. NO PRESERVED OR MANAGED SLOPES ARE LOCATED ON THE PROPERTY
PROPOSED USE:
5 SINGLE FAMILY DETACHED LOTS
ALLOWABLE DENSITY.,
0.97 UNITS / ACRE + 1OX BONUS DENSITY FOR INTERNAL STREETS
0.97 UNITS/AC x 1.10.E x 4.87 ACRES = 5.2 UNITS
PROPOSED DENSITY.-
5 SINGLE FAMILY DETACHED UNITS (1.03 DU/ACRE)
OPEN SPACE:
NO OPEN SPACE REQUIRED, AND NO OPEN SPACE PROPOSED WITH THE
DEVELOPMENT.
BUILDING HEIGHTS:
MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET
SETBACKS.,
NON—INFILL DEVELOPMENT
FRONT MINIMUM: 5 FEET FROM THE RIGHT—OF—WAY OR THE EXTERIOR EDGE
OF THE SIDEWALK IF OUTSIDE OF THE RIGHT—OF—WAY
FRONT MAXIMUM: NONE
GARAGE MINIMUM: 18 FEET FROM 7HE RIGHT—OF—WAY OR 7HE EXTERIOR EDGE
OF THE SIDEWALK IF OUTSIDE OF THE RIGHT—OF—WAY
SIDE LOADING GARAGE.•5 FEET FROM THE RIGHT—OF—WAY OR THE EXTERIOR EDGE
OF 7HE SIDEWALK IF OUTSIDE OF THE RIGHT—OF—WAY
SIDE MINIMUM: 5 FEET
SIDE MAXIMUM: NONE
REAR MINIMUM: 20 FEET
REAR MAXIMUM: NONE
SUBDIVISION STREETS:
CURB & GUTTER
WATERSHED:
LICKINGHOLE CREEK
AGRICULTURAL/ FORESTAL DISTRICT: NONE
TOPO & SURVEY
TOPOGRAPHY AND BOUNDARY INFORMATION PROVIDED BY ROUDABUSH, GALE,
AND ASSOCIATES. BOUNDARY AND TOPO WERE COMPLETED IN JULY, 2020.
TOPO IS COMBINATION OF FIELD —RUN TOPO AND AERIAL TOPO. TOPO WAS
FIELD—VERIf7ED AND CHECKED AND VISUALLY INSPECTED IN AUGUST, 2020.
DATUM:
NAD 83
EXIS77NG VEGETATION:
PARTIALLY WOODED WITH EXISTING RESIDENCE STRUCTURES
LIGH77NG
NO LIGH77NG IS PROPOSED
PARKING
2 OFF—STREET PARKING SPACES SHALL BE PROVIDED FOR EACH DWELLING UNIT.
ADD177ONAL PARKING SPACES SHALL BE LOCATED ALONG 7HE ROADWAY.
BUILDING SITES:
PARCELS 1-5 MAY NOT BE FURTHER DIVIDED. ONLY (1) DWELLING UNIT PER LOT
SHALL BE ALLOWED.
BURIAL SITES:
NONE
FLOODPLAIN:
THIS SUBJECT PROPERTY IS LOCATED IN ZONE X. THERE IS NO 100—YEAR
FLOODPLAIN LIMITS ON THE SUBJECT PARCELS, PER FEMA MAPS 51003CO228D &
51003CO229D, FEBRUARY 4, 2005.
OFFSITE DISTURBANCE:
NO OFFSI7E DISTURBANCE IS PROPOSED Wl774 774IS PLAN, EXCEPT FOR 774E TIE—IN
CONNECTION TO THE SANITARY SEWER 107HIN EXIS77NG UTILITY EASEMENT.
LANDSCAPING:
S7REET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREET IN
ACCORDANCE WI7H ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN
SECTION 32.7.9 OF 7HE COUNTY CODE.
PROPOSED LAND AREAS., L0IS., 4.24 AC. (87.1X)
RIGHT—OF—WAY: 0.63 AC. (12.99)
IMPERVIOUS AREAS:
PAVEMENT.• 16,510 SF
SIDEWALK: 4,600 SF
BUILDING/HOUSE.• 14,850 SF
DRIVEWAYS 8,860 SF
TOTAL IMPERVIOUS AREA: 44,820 SF (1.03 AC.) — 21.1% IMPERVIOUS
BUILDING SITES,
EACH PARCEL CONTAINS A BUILDING SI7E THAT COMPLIES WITH SECTION 4.2.1.
OF THE ALBEMARLE COUNTY ZONING ORDINANCE.
PHASING:
THE PROJECT SHALL BE DEVELOPED AS ONE PHASE
STREAM BUFFERS:
A SMALL PORTION OF THE SITE ALONG THE EASTERN BOUNDARY IS LOCATED
WI7H/N 7HE 100' STREAM BUFFER AS SHOWN ON SHEET 2. THIS AREA SHALL BE
MANAGED IN ACCORDANCE WITH ALBEMARLE COUNTY WATER PR07EC77ON
ORDINANCE.
RETAINING WALLS
THERE IS (1) 4' RETAINING WALL PROPOSED WITH THE DEVELOPMENT, AS SHOWN
ON SHEET J.
TRASH:
EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER.
RECREATION AREA:
NONE REQUIRED.
STORMWAT£R MANAGEMENT.. THE SITE WILL DRAIN TO A PROPOSED SWM FACILITY (WATER QUALITY
SWALE) THAT WILL OUTFALL TO 7HE STREAM BUFFER. THE SWM FACILITY SHALL
PROVIDE WATER QUALITY AND DETENTION FOR THE SITE.
NOTE.•
1. ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO PUBLIC USE.
2. STREET TREES SHALL BE PROVIDED ALONG THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH VDOT
AND ALBEMARLE COUNTY STANDARDS.
J. ITE TRIP GENERA770N: TRAFFIC IMPACT NUMBERS ARE BASED ON 7HE ITE 77?1P GENERA77ON MANUAL,
10774 EDITION FOR 5 SFD LOTS
AD RATE. • 9.44
VPD/DU = 48 AD (24 EN7ER/24 EXIT)
AM PEAK: 0.74
VPH/DU = 4 VPH (1 ENTER/ 3 EXIT)
PM PEAK: 0.99
VPH/DU = 5 VPH (3 ENTER/ 2 EXIT)
4. THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDA77ON ZONE.
JARMANS GAP DEVELOPMENT
TMP 55M77A1
PRELIMINARY SUBDIVISION PLAT
1 1
1 1
I 1
1 1
1 1
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11
WHITE HALL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
SHEET LAYOUT
SCALE: 1" = 100'
VICINITY MAP
SCALE: 1" = 2000'
Sheet List Table
Sheet Number
Sheet Title
i
COVER
2
EXISTING CONDITIONS
3
LAYOUT PLAN
4
NOTES & DETAILS
4 TOTAL SHEETS
LEGEND
ROADS
EXISTING CULVERT
CULVERT
Q
DROP INLET & STRUCTURE NO.
CURB
CURB & GUTTER
PROPOSED PAVEMENT
EC-3A DITCH
6"
DEPTH OF EC-3A DITCH
EC-2 DITCH
8^
DEPTH OF EC-2 DITCH
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DRIVEWAY CULVERT
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CLEARING LIMITS
as
VDOT STANDARD STOP SIGN
zoo
EXISTING CONTOUR
20o
PROPOSED CONTOUR
240.55
PROPOSED SPOT ELEVATION
TBC DENOTES TOP/BACK OF
CURB TAB DENOTES TOP OF
BOX
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
COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO
THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS.
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JOB NO.
182154
1"=40'
SHEET NO.
3
R/W
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.
3. 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
NA TURAL WA TERCOURSE.
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 TRANSITIONS AND GRADE SAG
POINTS AS SHOWN ON THE ROAD PROFILES.
13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS
THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO
INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA
INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT.
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.
J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE
WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO
ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE
REASONABLY OBTAINABLE, LESSER SLOPES OF 3.' 1 OR BETTER ARE TO BE
ACHIEVED.
6. 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 Ill.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA
STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926).
CG-6 I POINT OF
CONCRETE SIDEWALK CURB &GUTTER C/L FINISHED GRADE
/I�1 • IZ1 •
PLAN77NG„e"
STRIP
12.5
CG-6
CURB & GUTTER
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-4S) 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 1/EMENT.-
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 1, ll, OR Ill 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.ISQ. YD.).
8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA
DEPARTMENT OF TRANSPORTATION SPECIFICATIONS.
9. ENCROACHMENT' POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO
NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED
WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY
PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN
THE STREETS RIGHT OF WAY.
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.
PLANTING
STRAP
(TRAVEL LANE) (TRAIL LANE)
54' / VAR. WIDTH PUBLIC ROAD R/W
TYPICAL STREET SECTION - 54 ' & LIAR. WIIJTh' PUBLIC R0,4D
,25 MPH IJESICN SPEED, PARIlINC ALLOIYED ON ONE SIDE
NOT TO SCALE
(5' MIN.)
4" CONC.
3000 psi MIN.
'.\\ice\/�Y\Y\� ° • : e'. • \/ �\��\�
4" 21-A STONE BASE
CONCRETE SIDEWALK
NO SCALE
4"
)IOU
OF 4 7 2" R
CURB
.4 y
13"
Ae
-1'1 6" 2,
STANDARD CG-6
CURB & GUTTER
NO SCALE
VDOT #57,#68, OR #78
STONE BASE UNDER CURB
& CHECKED BY VDOT
PRIOR TO PAVING AND/OR
BACKFILLING.
CONCRETE
SIDEWALK
VAR.
NOTH
SURFACE COURSE
INTERMEDIATE IIIIIIIII111111111111111111111111111111111111111111111111111
�11111111111111111111111111111
COURSE
�\ �• �\ 'TW TW TW T\
CM , • ,�• ,1• • • 1• • •�\• • �, \, • , \, ,
6" COMPACTED AGGREGATE \ /'; CFI°/'; �Ele%;/EI I'; AEI I';�•°I';�•
BASE COURSE,D • OR #21B DEPENDING ON
Fhi }fit\ }�1\ },mil },•�ylE },•_yM
'K�a•Ai1'-'_-i�a•A BSi�a•A 1LL�a•A 1±L�u\FA�i•A a.-
ULTIMATE TRAFFIC LIMITS
F UNDERDRAINS^
COMPACTED
ASPHALTSUBGRADE
NO SCALE
A
CONSTRUCTION IS DOWELS, I.. LONG
GENERAL NOTES( JONT y 4,_D, . r• c-c
1. WE DETECTABLE WIRING SHILL B PROVIDED BY TRUNCATED DOMES. - 4' g '
2, DETITH ECTABLE WARNNG TO B CLASS A-3 CONCRETE (GLASS A4 IF PRECAST)
WMP RESSTM T INTEGRA. SURFACE COVERING THE FULL N
WIDTH OF THE N.
RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRUN yB' i -10:1
NAVEL. OTHER TYPES OF MATERIM WITH THE TRUNCATED CAPES DETECTIBLE B II B
WARNING MAY BE UWO WITH TIE APPROVAL OF THE ENGINEER. TYPE A J"
3, SLOPING SIDES OF CURB RMP MAY BE POURED MOMDlJWCALY WITH RAMP PERPENDICULAR
FLOOR OR BY USING PMMSSSE CONSTRUCTION! JONT WITH REQUIRED BARS, TRUNCATED GOES
4. IFRAP FLOOR 5 PRECAST HOLES MAT BE PROVIDED FOR DOWEL SMS SO SEE NEED ICE 4 FOR DETAILS
JCJOINING FLARED SDES CAN BE CAST INPLICE AFTER PLACEMENT OF A TYPICAL DESIGN
PRECMT RAMP ROOK. PRECAST CONCRETE SAIL BE CLAPS A-4. '1N B•-0" '
5. REQUIRED BAPS ME TO B MD.5 % 6" PLACE ?CEJITER TO CENTER TONG =T"'
'f TH SIDE COF Ella RAMP FLOOR. MID -DEPTH OF RAMP FLOOR MINIM 12-1 N121 MN(. 46:IMALBACK BF CURB5. CURB / CURB AND GUTTER SLOPE TRAx51T INS ADJACENT TO CURB RAMPS 20-1
ME NCLUDED N PAYMENT FOR CURB / CURB AID GUTTER. B
T_ CUS RAMPS ME TO B LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL "HJ
SECTION A -A
BY TRE ENGINEER. THEY AtE TO BE PROVED AT NTERSECTiOMS WHENEVER L21a q ANAL
M ACCESSBLE ROUTE WITHIN TIE RIGHT OF WAY OF A HIGHWAY FILLRY
CROSSES A CURB REGM MOLESS OF WHETHER SDEWA.K LKILT G PROPOSED, ERMSSB.E 1:
OR NONEXISTENT. THEY MUST BE LOCATED WTNN PEDESTRIM CRDSSWILI(S CONSTRUCTION -%�
AS SHOWN ON FLANS 0R M DIRECTED BY THE ENGINEER. NE SMO)ED NOT
BE LOCATED BEHIND VEHICLE STOP LINES EXITING LIGHT PCES1 �F�IR�E ,,,. A,X JOINT
HYDRANTS. DROP NETS. ETC. ACCESSIBLE ROUTES PROVIDE A r,NNiN000S y
UNCHISTFUC A ACCESSBLEDELE] SSE'OF AA FM:LITVTIATMGM BE APPRO/DM
E0 ENTERED - '
AND USED BY PEOESTRIMS. X` 1z: AC 4
SECTION B-B :1 N 10'D M
S. RAPS MAY BE PLACE ON RADIAL OR TMCENTA. SECTIONS PROVIDED THAT 2' ITN ATM , 2" NIGHER 114W
WE CURB OPENNG IS PULED WITHIN THE LIMITS BE THE CROSSW" AND EDGE OF PAVEMENT
THAT THE SLOPE AT THE CONNECTION OF THE CURB OFFING 5 NOTE' FOR GENERA NOTES ON THE DETECTABLE WARNING SURFACE. ALTERATIONS
PEIPENICLLAR TO THE CURB. AT XM .SINE AS TOP OF CURB SEE SHEET 1 OF 4.
9. YPI CONCRETE TU AN IS 4" THICK. !M1IEN. THE TRAY' RA01 CMNDT TYPE C
TA�O�MI��ORATE T!E TU p NEON E F TICIP 0 HEAVY TRICK
TRUCK jRAER TO 5T MN CG-Li. C ERCIAL E TR E (HEAVY PARALLEL & PERPENDICULAR A 4-NU LMGIN
TRUCK
1RAPFICI FOR C TE DEPTH. N /RED DLRSDE OF
IT
TRAWLWAY STILL Y
70, WHEN CMN RAPS ARE USED N CONJUNCTION WITH A SHINED USE PAN, JSL BE PROVIDED WITHIN .4
ME MINMUN WIDTH SHALL BE TIE NOW OF TIE SHARED USE PATH < THE MMND
1.6" - 2.4" TRIPOI DOME _39 CROSSWALK MEAL N
C-C y y y
00 0000000o OR O
000000000000C =V N U
i 0000000'0000 a 00 y
+ `M0000000 a 0 ooD000 G r CROSSWALK III: C�
O Oro ' AI
01r' 50X - 657. OF BASE DIAMETER g o 0 0 0 0 0 0 D 0 0 0 0 0 0 a �' TYPICAL PLACEMENT SSWd TYPICAL PLACEMENT
'T 0 0 0 0 0 0 0 0 0 0 0 0 0 o DIAGONAL VARIATION AT INTERSECTION
AT INTERSECTION WITHIN CROSSWALK
D.M•'-1.4" � AY NIWM.� WITHIN CROSSWALK (WITH BUFFER STRIP)
BASE pN1ETER PAY LINTS
TRUNCATED DOME DETECTABLE WARNING MIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SDEWAJL LARDING
DETAIL DETAIL WINS XU) RE BA F�L'LTATFTUROR OF CURB
BIDS °P' MINIMUM CURB RAMP LENGTH 5 FEET FOR NEW
SHUT 1 OF 4 SHUT z of 4
CG-12 DETECTABLE WARNING SURFACE CG-12 DETECTABLE WARNING SURFACE
REV.7/06 GENERAL NOTES TYPE A (PERPENDICULAR) APPLICATION NEW 7105
20306 VRGNIA DEPARTMENT OF TRANSPORTATION VNLINA DEPARTMENT OF TRANSPORTATION 203.OSA
O-3A3B,3C E%PMSION KEYED TABLE OF QUANTITIES
DI-3A.M.3C
FOR DUALS OF )NET JOINT CONST. OARS D- .'� �PPanecx
F
1111
DID
RCS ::
---------------------------
-- --
�_
n
IF
11
11
/WHYRoU JOINT CUTTER
aQ
KEYED COAST. JOINT
TYPE
L
AEA CIE
SLOT
REINFORCING STEEL
Connate
EMS A
DIMS B
BARS C
BMS
D
I BAPS
E
BARE
F
BAPS
G
WEIGHT
FL
Sq. Ft.
a. YWe.
No.
Lin. FL
No.
Lin. FL
No.
LK Ft #Ift.Ft
No.
Un. Ft.
N.
LF. FI
No.
LID. FL
LEE.
-3A
2'-6•
1.15
2.2E
-
-
-
-
1
5'-T
•
-
-
-
-
22
4'
La]
2.33
5
^
'-T' to G-
"
'-
&
2.73
&GO
5
Y-a"
a
'- ' •
]
Y-T
2•
4
3'!"
3
1'•W"
4
IF
.]
4
6
Y-6"
TO
'- '-
2•
3
1'-v.
4
1 FLIP--
INS
0-38
a
T-B"
14
6'-T' fie a'-D•
2•
1'-W"
4
a
2•
4
4.78
S
1&
733
S22
5
1Y-B"
26
-T' W'-
3
S-9"
-2^
4
O-6"
3
1'6"4S'
am
5.S5
5
RI
w
- -
3
5'-T
-2•
4
LS-E"
3
1'-a'•5-34
-2"
3
1'-6"
4
2.T3
3.01
D
P_p•
4
6'-F to W'_D"
5
6'-]"
-T•
6
1'-B"
a
i'b"
2
3.67
3.45
D
r-C"B
G-T' I UTI5
6'-]"
-2"
a
r_R.a
i-&"
2
150104.50
3.aW
D
"-W"
12
B'_p' to W'_q"55'-]"-2"
a
3'-9'•
8
i'-6"
2D
4•-2"
15
'- '. "
'-0
-2"
W- "
6
1-W"
20-3c
4.77
TO
5'-B"
20
6'-7" b 6'-D"
'- °
-2"
9
5'- "
a
1-6"
1
'-
2N18'
5.21
D
6'-B"
2L
'- " . '•
5
'- "
. "
B
6'- "
p
T-W'
28
6'-7" to G.p"
'- "
4"
T- '•
'- "
2
W'-p•'
32
6•-T' to 6'-10"
5
15-7
3
Y-p"
W
W'-G•
6
T-W"
2
'- '•
4dB
L ------------------- � ,'.... NOTES
ARS .9'.•
_ I, DEPTH OF INLET (N TO BE SHOW ON PLNR. J- IF4 % B" SMOOTH DOWELS AT MP90 MATELY W. THIS NSA WY B EMTIEN, N WINCH CASE
I SEAS F S E � B 12" C-C TO BE PLANED N ALL AREAS ADJACENT THE EXPNSON JOINTS WILL A Y ONLY TO
NY' DIAMETER n BNtS a 2. THE "H" DIMENSION SHOWN ON THE STADARDS TO ABUTTING CONCRETE TO PREVENT MRS AND GUTTER.
WEEP HOLE BAPS B AND SPECIFIED ON THE PLANS WILL B SETTLEMENT.
FRONT ELEVATION pAM F a" T. " a" MEASURED FROM THE INVERT OF THE OUTFIL 16. CONCRETE DUMMIES SHOWN ME FOR DEPTH
- - - - (GUTTER REMOVED) Y-0" PIPE TO WE TOP OF THE STRUCTURE. B 3" NAIETER WEEP HOLE TO B LOCATED TO (H) OF 5'-2" WITHOUT PIPES. TIE ApONT
P/j' PLAN "H" DLENSIONS ME APPROXIMATE ONLY GRAN SIIBASE MATERUL. WEEP N WITH (MISPLACED BV PIPES MUST BE w6ICTEO TD
,I FOR ESTWTING PUPOSES AID THE ACTU.4 12"U2" P.ASTIC HARDYIME CLOTH K" MESH OBTAIN TRUE QUANTITIES. FOR NETS OF
�q a„ 5k'/, SENT ANTE - SECTION B-B DIMENSIONS SHALL BE DETERMINED BY TEE OR GAVMF�O STEEL TINE • WHE DIFFERENT DEPTHS MD OR 519TRACT o.32
5�t CCNTRACTOR FROM FIELD CONDITIONS. DIAMETER 0.03", WINNER 4 IESH HMDWME CUBIC YARDS OF CONCRETE FOR EACH FOOT
CLOTH ANCHORED FIRMLY TO THE OUTSIDE a BPTH.
r' n 3. WHEN SPECIFIED ON THE PLANS THE AVERT 5 OF T1E STRUCTURE.
p TO B SHAPED IN MCODWIN ANCE WSTMDMO 17. LENGTH OF AXLE IRON AS SHOWN ON SHEET 1
., „ IS-1. THE COST OF FURNSHING AND RAGING AL 9. ALL REWORKING STEEL SHALL HAVE A MN. OF 2 0 TO BE L+D" AT 4.D
% %
TYPE A NOSE GET U SHA__ BE USED WITH CC-S & CG-] STANDARDS. •• L2 2
i �ii /I INCLUDED INCIDENT& RI THE ME S 5 TT BE COVER O 2"-
NILIj GISAY^^ INCLUDED IN TRE NO PINE FOR HIE STRUCTURE. 1B #DENOTES LLNC1N OF Ow (1) BM.
TYPE B NOSE FLATS
F SHILL BE USED WIN CG 2 SN ANCLE . TYPE A -TypE 4" RO SHEART2' CONNCTOR WEU1E0 D. ALL REINFORCING B STEEL TO B CUT CIEM OF
GNYNWA:O PLATE FOR TYPE A TO B BENT ON M ANGLE O 6B'30' TO MGLL REIN AT 2' C-C. PI WE EVDN TIE N THE BOTTOM
WE OITFIL ALL OPENINGS BY 2". 19, ALL REINFORCING BIBS TO BENS.
CONNECTORS AND IS TO BE A 11 WIN %j' X 4" STUD SHEAR 4. PIPE 5 HIGHER THAN THE BOTTOM OF THE
WELDED TO SENT PLATE AT rC-C. NOSE DETAILS STRUCTUREBTHE METE SNT �ITORIA AR O 11. (3MUOR0 PSI). PRECAST CONCRETE 6 TO BE ISLET /3 20. IWIEN SLETT ISS U NLET TO BE UIN SED '- TO CONFORM'MEDUNB QK OF
. PAVEWENT PREVENT STARING OR PONDING OF WATER 4GOO PS. PROPOSED CURB.
IN THE STRUCTURE. IRE COST OF FUN4SHING
CF3A L N-3B L 01-3C - NPED PAVEMENT AND PLACED ALL MATERIALS INCDENT& TO 72. LENGTH OF SLOT (U WILL. IN EVERY CASE, BE
THE SHIM IS T BE MOLDED IN THE BID SHOWN ON PLMLS.
PRICE FOR THE STRUCTURE.
INC.
IZ;R
13.F INLET IS CONSTRUCTED IN MEDIAN CURB OR
6. STEPS IJE TO E PROVIDED WHEN H I6 4'-0• WITH INTEGRAL CLWB. GIfDTEW IS TO BI- I-`�1-„p,J OR GREATER. FOR DETl1S SEE STANDARD ST-1. OTRTED (SC DETALI.
/ \ FL�'I �W M-'-'"I 6. THIS REM MAY E PRECUT OR CAST-N-PLACE. M. STANDARD BLOCK MAY DC CONSTRUCTED WITH
14.L7 1 It I E4.L7 1 DETAIL WHEN USED DUALS S OWN ONWITHTHESHOWN STNDMD DRAWING 01-IRE.
FOR USE ON GRAPES ADJACENT TO CURB
FOR USE N SA WITHOUT GUTTER
BOTH SIDES TO B SYMETRCI SHEET I OF 2 SNet 2 of 2
STANDARD CURB DROP INLET � STANDARD CURB DROP INLET
12" - 3011 PIPE: MAXIMUM DEPTH (H) - 8' 233 2W 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8'
104A9 VRGNIA DEPARTMENT OF PIMS'ORTATION 3D2 W2 VIRGINIA DEPARTMENT OF TRANSPORTATION
O4.D
J
a-rz a-1z
05 DOWELS. Y' LOAD A EANISeBE
AT 12" C-C _4 STRUCTON
B.
WN.
rNT
1 MAX
MI MAX �
B 2' °_j 6
RAMP
ISEE TALE) TRUNCATED COMES
A WE SHEET 1 O 4 FOR DUALS
5'-0" MIN
SHAPE TO HATCH FACE
OF ROADWAY CUR®
BACK O CURB
20 :I
W. SECTION A -A
MS9WE
CONSINKTOI
SECTION B-B
NOTE: FDA GENERA NOTES ON TIE DETECTABLE WARNING MIFACE,
SEE STET ICE 4.
TYPE B
PARALLEL APPLICATION
ROADWAY GRADE
IN PERCENT
MINI"I�' NGTH
4• CURSE 1 6" CUD
0
4
6
1
5
]
2
5
a
3
a
9
4
a
12
5
10
15
5
4
16
NOTE:
THE S LIMITED TO 5 FEG111ET. REGARDLEESSS OF THE
SLOPE.
A `-, PFRHLSSNE COAST.
5'I JOIN
N L A -I TRUNCATED DOMES
y SEE SHUT I OF 4 FOR DETNS
00i _ TANGENT PLAN
CROSSWALK BACK BE C 12 11 48.
20'1� TYPICAL PLACEMENT
AT INTERSECTION
WITHIN CROSSWALK 2'"•�
SECTION A -A
NOTE: FOR GENERAL NOTES ON ME DETECTABLE WARNING SURFAfE.
SEE SHEET 1 OF 4.
TYPE C
PARALLEL & PERPENDICULAR
APPLICATION
ROADWAY GRADE
N PERCENT
MINIMUM RAP LENGTH
IN FEET
4'• MID
I B•' CIAO
D
2
4
1
2
5
2
3
5
3
3
6
4
4
a
5
5
XI
B
]
4
7
D
15
e
u
u
NOTE
THE REQUIRED LENGTH OF A PMA:' LI RAP 5
LIMITED TO 15 FEET. REGARDLESS OF THE SLOPE.
L %1
CROSSWALK
TYPICAL PLACEMENT
AT INTERSECTION
WITH BUFFER STRIP
RN SELECTION OF OARS TYPE MID THE CONpURATON OF THE
UTILITY STRIP MAY VARY TO WELL UISTNG FIELD CONDITDNS
ND ROADWAY COMETRICS PROVIDING THE DMINSOS M)
SLOPES ME M NOTED.
5 MM
'J'MM ' AT X. 2" HIGHER THAN
♦\ mMM. SE OF ANE AS OF CURB
MIS COMBINED (PMA_LEL & PERPENDICULAR) DESIGN FOR ITERATIONS CM BE
USED WITH AOIO&NC OFFER STRIP. LMpIG AT BOTTOM O TWO SLOPNO SIDES
WITH 60" X ED• W. DIMENSIONS. THE SHORT PERPDOCULM RUN TO THE STREET
CM E PROTECTED BY A LAASCPED SETBACK OR CONECRED TO THE SIDEWALK
NTH A WADED SJHFA:E.
CG-12 DETECTABLE WARNING LE ING SURFACE
SUR
-12
TYPE B (PARALLEL) APPLICATION FACE R 203.06 203.0] 5 TYPE C G(PARALLELC &A PERPE DI�CULAR) APPLICATIONVIRGWA DEPARTMENT OF TRANSPORTATION
VRGNA DEPARTMENT OF TRANSPORTATION1
Lic. No. 035791,' ,
L 10/26/20 A4J
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