HomeMy WebLinkAboutSUB202000191 Plat 2020-12-16F711l
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OWNER:
05500-00-00-077A1
✓AMES JACKSON JR
6107 JARMANS GAP ROAD
CROZET, VA 22932
ENGINEER:
COLLINS ENGINEERING
200 GARRETT ST, SUITE K
CHARLOTTESWLLE, 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 RESIDENTIAL (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 + 10% BONUS DENSITY FOR INTERNAL STREETS
0.97 UNITS/AC x 1.10% 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 THE RIGHT-OF-WAY OR THE EXTERIOR EDGE
OF THE SIDEWALK IF OUTSIDE OF THE RIGHT-OF-WAY
SIDE LOADING GARAGE.•5 FEET FROM THE RIGHT-OF-WAY OR 7HE 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 INFORMA77ON 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 -VERIFIED AND CHECKED AND VISUALLY INSPECTED IN AUGUST, 2020.
DATUM:
NAD 83
EXIS77NG VEGETATION:
PAR77ALLY WOODED Wl774 EXIS77NG 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 FUR7HER 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 51003CO2280 &
51003CO229D, FEBRUARY 4, 2005.
OFFSITE DISTURBANCE:
NO OFFSI7E DISTURBANCE IS PROPOSED WITH THIS PLAN, EXCEPT FOR THE TIE-IN
CONNEC77ON TO THE SANITARY SEWER WITHIN EXIS77NG U77LITY EASEMENT.
LANDSCAPING:
STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD S7REET IN
ACCORDANCE WIN ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN
SEC77ON 32.7.9 OF THE COUNTY CODE.
PROPOSED LAND AREAS: L0IS., 4.24 AC. (87.1%)
RIGHT-OF-WAY: 0.63 AC. (12.97)
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 SITE THAT COMPLIES WITH SECTION 4.2.1.
OF THE ALBEMARLE COUNTY ZONING ORDINANCE.
PHASING:
THE PROJECT SHALL BE DEVELOPED AS ONE PHASE
S7R£AM BUFFERS:
A SMALL PORTION OF THE SITE ALONG THE EASTERN BOUNDARY IS LOCATED
WITHIN 7HE 100' STREAM BUFFER AS SHOWN ON SHEET 2. 7HIS 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.
STORMWATER MANAGEMENT.. THE SI7E WILL DRAIN TO A PROPOSED SWM FACILITY (WATER QUALITY
SWALE) THAT IMLL OUTFALL TO THE 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 77?EES 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 TRIP GENERATION MANUAL,
10774 EDI77ON 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
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WHITE HALL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
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APPROVED
by the Albemarle County
Community Development Department
Date 12/16/2020
File# SUB202000191
Application Type Preliminary Plat
Lead Reviewer Paty Saternye
,
VICINITY MAP
SCALE: 1" = 2000'
Sheet List Table
Sheet Number
Sheet Title
i
2
3
COVER
EXISTING CONDITIONS
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
6"
DEPTH OF EC-2 DITCH
EARTH DITCH
DRIVEWAY CULVERT
+
BENCH MARK
_ _ _ _ _
CLEARING LIMITS
is
VDOT STANDARD STOP SIGN
zoo
EXISTING CONTOUR
20o
PROPOSED CONTOUR
240.55
PROPOSED SPOT ELEVA77ON
TBC DEN07ES 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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SHEET NO.
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RI CONCRETE
SIDEWALK
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 EXIS77NG 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 Ill.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA
STANDARDS FOR THE CONSTRUC77ON INDUSTRY (29 CFR PART 1926).
CG-6
CURB & GUTTER
1'
POINT OF
FINISHED GRADE
1�1'
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 CONDIT70NS 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 AEMENT.-
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
COMPAC7ON BEFORE BASE IS PLACED.
J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL
MEETS REQUIRED GRADATION FOR TYPE 1, ll, OR NIT 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 v Nm - - --" rove da ""'• PLANTING
S7RlP S7R/P
(TRAVEL LANE) (TRAVEL LANE)
z 5'-1 29' F/C-F/C I-2 5'-
RIW
TYPICAL STREET SECTION NAR. 59uBL1 & ADhAR. WIDTH PUBILAC ROAD
25 MPH DESIGN SPEED, PARKING ALLOIYED ON ONE -
SIDE
NOT TO SCALE
(5' MIN.)
4" CONC.
3000 psi MIN.
4" 21-A STONE BASE
CONCRETE SIDEWALK
NO SCALE
4"
IT•T:
OF 4 7 2" R
CURB
a
13" 4 ,a' .
1
d
4
1' 1 6" 2,
STANDARD CG-6
CURB & GUTTER
NO SCALE
7"
VDOT #57,#68, OR #78
STONE BASE UNDER CURB
& CHECKED BY VDOT
PRIOR TO PAVING AND/OR
BACKFILLING.
SIDEWALKRIW •
I■IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
INTERMEDIATE COURSE
BASE COURSE, VDOT #21A
■11111111111111111111111111111
6" COMPACTED AGGREGATE
R #21B DEPENDING ON
ULTIMATE TRAFFIC LIMITS
F UNDERDRAINS ^
i • •
SUBGRADE
ASPHALT PAVING ROADS
NO SCALE
CO-12 CG-12
PERMISSIBLE .EA',
CONSTRUCTION k5 DOWELS, e" LpC
GENERAL NOTES DINT --4'-dt a r'C-c
1. WE DETECTABLE WMpIIO SHILL BE PROVIDED BY TRUNCATED DOMES.
2, DETECTIBLE WANING TD BE CLASS A-3 CONCRETE (CLASS ,F4 F RECAST) -
WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE qW
RAP ROOK BY 2 FOOT IN LENGTH IN THE DIRECTON OF PEDESTRIAN y5' '1 -�' 10:1
TRAVEL. OTHER TYPES OF MATEML WITH THE TRUNCATED DIES DETECTA°LE B
WARNING MAY BE USED WITH WE APPROVAL OF THE ENGINEER. TYPE A J"
3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONDLITHICNLY WITH RAMP PERPENDICULAR
FLOOR OR BY U PERMISSIBLE CWSIMUCTION JONT WITH REQUIRED BARS. TRUNCATED OO6
4, F RAP FLOOR S RECAST HOLES MUST BE PROVIDED FOR DOWEL BMS 50 _ SEE SNEER 1 F 4 FOR DETAILS
THAT ADJOINING FLARED SDES CAN BE CAST N PLICE AFTER PLACEMENT OF A TYPICAL DESIGN
PRECAST RAP ROOK. PRECAST CONLRER SMALL BE CLAMS A-4. .' MIN B•-0" 4'-0^
5. EEONED BARS ME TO BE No.5 % a" RACED VCENTER TO CENTER ALONG 12.1 MN
BOTH SIDES OFT RAP FLOOR. MID -DEPTH OF RAMP FLOOR MINIMUM ���
CONCRETE COVER'1/e" 12-1y @ILA OF CURB 12:1 Mo. 4°:I MUM
5. CURB /ORB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS 20:1
ME INCLUDED N PAYMENT FOR CURB / CURB AND GUTTER. TYPE B
T_ CUB RAMPS ME TO BE LOCATED AS SHOWN ON THE PLANS OR M DIRECTED PARALLEL
BY THE ENGINEER. THEY ARE TO BE FRONTED AT NIERSECTONS WHEREVER L2, SECTION A -A
AN ACCESSRE ROUTE WITHIN WE RIGHT OF WAY OF A HIGHWAY FALLRY I_ M" yf
CROSSES A CURB REGARDLESS BE WHETHER SIDEWALK 5 ER6TNG %iDEC ED, ERMISSB.E 1:
OR NONEXISTENT. THEY MUST BE LOCATED WITH PEDESTRIAN CR62WILtS CONSTRUCTION �-i
AS SHOWN ON PLANS OR AS DIRECTED BY THE ENPNEIA. AIC SHOULD NOT
BE LOCATED BEHIND VEHICLE STOP LINE° EXSTNo LIGHT Po1E51 �F�IR�E •,,. A,X JONT
HYDRANTS. DROP NETTETC. ACCESSIBLE RWYES FROMM A CdITNUOUS i
ACCE59BLETELEAIEMSSE•OF AA FALI TY THATCANBE AAPPROMEO ENTERED
Too MAYS
5 M
4'
AND USED BY PEDESTRIANS. SECTION B-B 10:T M
M
S. RAPS DUTY BE PLACED ON RADII. IN TANGENTIAL SECTIONS PROVIDED THAT 2' TAN AT . 2" NIGHER INN
WE WFB OPENING IS PLACED WITHIN THE WITS F WE CROSSWALK AND EDGE OF PAVEMENT
THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS NDTE: FOR GENERAL NOTES ON THE DETECTABLE WI M SURFACE. ALTERATIONS
POPENICLLM TO THE CURB. AT MM .SAE AS TOP OF CURB SEE SHEET 1OF 4.
B. YPI CONCRETE SID " IS 4" THICK. 1YHEN. THE TRA9i RAW ON, TYPE C
TAYPO�MµYORATE TE TU REOUI E F AV P 0 HEAVY TRUCK
TRUCK jREFER TO gT ,�iD COV Ei, cci1T�ERCIAL EER'1TR E IIEAvr PARALLEL & PERPENDICULAR A 4'SWNE LMCNC
lIK1CK 1RPFICI FOR C TE WPM AREA OUTSIDE F
10. WHEN CUB RAMPS ME USED N CONJUNCTION WITH A SHRED USE PAIN, JY 9ENPALM10VA® OF
TH.J
TIY
E MINIMUM WIDTH SHALL BE WE WIDTH OF TIE SHARED USE PAIN < E MIND `
LB" - 2.4" THROATED DOE _39 CROSSWALK AREA N
C-C N Y U
00 o0 Qo0o00 p ; O
0000000000000 =V N U
i 10000000000000 N
+ d� 000000000ao G n CROSSWALK C�
0 0 0 0 0 0 0 0 0 0 00,010, 0 U
0.T' 50% - 65% F BASE DIAMETER R o 0 0 0 0 o Q Q Cocoa 0 SSW TYPICAL PLACEMENT
TYPICAL PLACEMENT AT INTERSECTION
0 0 0 0 0 0 0 0 0 0 0 0 0 o AT INTERSECTION DIAGONAL VARIATION
0.9^ - L4•• NAMABLE WITHIN CROSSWALK WITHIN CROSSWALK
BASEOIAMZ � AY NM- (WITH BUFFER STRIP)
PAY NITS
TRUNCATED DOME DETECTABLE WARNING TINS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LOADING
DETAIL DETAIL MSTXu TONOB�FEFTATFTOOP OFF CURS >�' MNRN 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. 7/015 GENERAL NOTES TYPE A (PERPENDICULAR) APPLICATION NEW 7105
20&05 VNGNU DEPARTMENT OF TRANSPORTATION VIRGINIA DEPARTMENT Of TRANSPORTATION 203.05A
UI-3A3B,3C EXPANSION KEYED ITABLE OF QUANTITIES DI-3A3B3C
FOR DUALS OF [NET JONT COAST• BARS N S'Z �PPanerN
T
--_____---NEI
11
jimm
�11W`LYAWWWWWY
Run
AR_
_CL
rH�W�
I
SECTION
A -A
W-A KEYED COAST. JOINT
�•-a L-VMMU - M OL 2O
C WARPED
i RS A NEMI
GUTTER
ME
L
AEA DE
SLOT
REINFORCING STEEL
Convt•
BARS A
BARS B
BARS C
BARS
0
I SMS
E
BARS F
I BARS
G
IWEIGHT
FL
I So. F1.
Cu. YJe.
No.
LW. FL
No.
Lin. FL
N&
Lh Ft #
No.
Lin. it
N&
n. Ft.
N.
Lin. FL*
Me.
LM. FL
We.
-3A
2'-6^
I.15
2.26
-
-
-
-
I
5'-T
3
3'-2"
-
-
-
-
22
4'
L6]
2.59
5
I'-6^
-T' to d-
3
]'-2"
3
1'-9'•
6'
2.75
A02
5
3'-6"
a
,_
]
d-T
3
3'-2"
4
3'!"
3
p_6,•
4
01-.W
5
T-6"
14
6'-T' a 6'-O•
3
1-2^
T-6"
4
5
3
3--2^
4
5
6
1W
7M
S.22
5
11-8"
26
-T' 6'- "
3
S-9"
3
112•
4
13'-6"
3
1'-6"
4
30
1B•
III
5.&I
5
11-B"
30
- -
3
5'-T
3
1-2^
4
15-9"
3
1'-6"
4
6'
2.75
3.01
D
I'-W'
4
6'-F to a'-D"
5
6'-T
3
3'-2'
S
"-9"
a
I.W.
2
•
to
8'
3.67
3.45
D
r-9"
a
d-T' b 6'-I..
5
5.-T
3
3'-2"
a
2'-1"
a
1'-6"
2
'-
158
O
4.58
3.69
D
3'-B"
12
B'-7" to 6'-D"
5
S'-T
3
3'-2"
a
J'-9'•
9
1'-6"
2
IT_p
.;
. �.
LT.
3
3,-2„
{�. ��
p
Y_g�.
2
_
0-30
N'
42
{TT
To
5•-9"
20
5'-7- b a'-IO"
'-7"
J
!'-2"
6
5'-9"
E
I'-d'
2
296
e'
5.21
D
-p„
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E_ �� J-102
.-T,
v- ,.
2
-
303
D
T-9"
28
6'-7 m
51
a
1.6
1'-6"
2
20'
B.9
&m
D
I IT-11"32
1 S'-Tto 6'-10"
5
5'-7"
1 3
1 1R"
1 6
1 6'-p••
a
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L ------------------ --� b NOTES
Ms _ .ss.
1 L DEPTH OF INLET IN TO BE SHOWN ON RAMS. ]- :I04 % B" SMOOTH DOWELS AT MPLOMMATELY W. THIS NSTI A WY 6E EMEN, IN WINCH CASE
5 E
SIRS F B ^' • 12" C-C TO E PLACED IN ALL AREAS AOJlCENT THE EXPANSION JOINTS BILL )PRY ONLY TO
Y p v93" DIAMETER • ' E 2. THE "N" DIMENSION SHOWN ON THE STANDARDS TT ABUTTING CONCRETE TO PREVENT CURB AND GUTTER.
'QJL�9pW WEEP HOLE BARS B ASOFETH D ON E PLANS WILL BE SETTLEMENT.
FRONT ELEVATION DK
g� F 6" 1'-°" B" MEASMED FROM THE INVERT OF THE OUTFILL 16. CONCRETE WANTRIES SHOWN ME FOR DEPTH
--- - (CUTTER REMOVED) ]'-0" PIPE TO TIE TOP OF THE STRUCTURE. B 3" DIAMETER WEEP HOLE TO BE LOCATED TO IOC TI OF 5'-2" WITHOUT PIPES. E AMOUNT
P/j' PLAN 'W" DI ENSIONS ME APPROXIMATE ONLY MAN SUBBASE MATERIAL. WEEP N WITH
OISPI-ACED BV PIPES W9T °E CHI TO
,I FOR ESTIWTNG PURPOSES AND THE ALTUA 12"X12•'HARDWAREC HARDWARE CLON X" MESH OBTAN TRUE QUANTITIES. FOR INLETS OF
�q 6„ 5k'/, SENT PLATE - SECTION B-B DIMENSIONS SMALL BE WTERMINED BY ME OR GALVMM STEEL WIRE M WRE DIFFERENT DEPTHS MD OR S19TRACT 0.W
5�t CONTRACTOR FROM FIELD CONDITIONS. OMETER 0.03", NUMBER 4 MESH HARDWIRE CUBIC YARDS OF CONCRETE FOR EACH FOOT
CLOTH ANLNORED FIRMLY TO THE OUTSIDE OF WPM.
rP n 3. WHEN SEEMED ION THE RIBS THE INVERT S OF TIE STRUCTURE.
TO BE SHAPED N MCO DANCE WITH STANDARD 17. LENGTH OF ANGLE IRON AS SHOWN ON SLEET 1
., „ I IS-1. THE COST OF FURSHING AND RACING AL 9. ALL REINFORCING STEEL SHILL HAVE A MN. F 2 5 TO °E L+M" AT 4.D LBS.IR..
% %
TYPE A NOW DET SHAH BE USED WITH CG-] M CG-T STANDARDS. L2 2
i-•. / /ii /• MATERIALS INCIDENTAL TO THE SHNNG 5 TO E COVER F 2"-
/JIL11 GALSAW^"
TYPE B HOSE ATE F SHILL BE USED WITH T ON AN
TYPE A •TYpE % 4" SN) SIT 2' CO,NCTO WEL➢EO INCLUDED E IN TR 5p R6CE FOR WE BRUCTURE. ID ,LL IEIKWQD STEEL TO BE CUT CLEAN W 1B. #DENOTES LENCIN OF p1E (1) BM.
GALVARED PLATE FOR TYPE A TO E BENT ON AN ANGLE F 6B•30' TO MO.E NOW AT 2'C-C. IN WE EVENT THE AVERT F TIE OUTFACE ALL OPENINGS BY 2". 19, ALL REII'FORCND BARS TO BEN5.
CONNECTORS AMID B TO W ANC)OFEO WIN %j' X {" STUD SHIM 4. PIPE IS HIGHER THAN THE BOTTOJ OF THE
WELDED TO ENT PLATE AT r0-C. NOSE DETAILS STRUCTURE THE INVERT F WE STRUCTURE R. CAST-N PACE CONCRETE S TD BE CLASS M 20. WHEN INLET IS USED IN 4'-O' IEDL9L BACK F
SHAH 311IPED WITH CEMENT MORTAR TO 13000 P50. RECAST CONCRETE S TO BE INLET IB TO BE SHAPED TO CONFORM TO
R. PAVEMENT PREVENT STRIDING OR PoNDINC F WATER 4000 PSI, PROPOSED CURB.
IN THE STANDING
RE COST F FURNISHING
mu L O_M I L 01-3C - WADED PAVEMENT AND PLACNG ALL MATERIALS INCIDENTAL TO U. LENGTH F SLOT ILA W _, IN EVERY CASE, BE
THE SHAPING IS TO BE NODDED IN THE BID SHOWN ON PLNLS.
PRICE FM WE STRUCTURE.
13. F MEET IS CONSTRUCTED IN MEDIAN CURB OR
----_IOW -- - ,� -- JZ
6. STEPS ME TO E PROVIDED WHEN HIS 4'-0' WIN INTEGRAL CURB.GUTTER IS TO F
_ _ I- OR GREATER. FORDETAILSSEE STANDARD ST-L OMITTED (SEE DETAIL).
S. THIS RON MAY E PRECUT OR CAST-N-RACE. U. STANDARD NETS MAY E CONSTRUCTED WITH
1 I Ew L1 1 DETAIL WHEN USED CONCRETE BLOCKS IN ACCORDANCE NN THE
DETAILS SHOWN ON STANDARD DRAWNG DI-IB.
FOR USE M GRADES ADJACENT TO CURB
FOR USE N SAGS WITHOUT GUTTER
BOTH SIDES TO E SYMMETRICAL SHEET 1 OF 2 Smst 2 of 2
STANDARD CURB DROP INLET 11WH,, STANDARD CURB DROP INLET
1211 - 3011 PIPE: MAXIMUM DEPTH (H) WE 8' 233 233 1211 - 3011 PIPE: MAXIMUM DEPTH (H) - 8'
D4A8 VIRGNIA DEPARTMENT OF TRANSPORTATION 3O2 W2 VIRGINIA DEPARTMENT OF TRANSPORTATION
D4.O
W-12 CC-12
W5 DOWELS W LONC A ERNISSBE
AT 12" C-C STWLTON
+ JOINT
5'MIN. A
12I MAX t�
SIRE COAST.
12:1 I'm� 5' AN. JOINT
B� T �B a
_ W
RAMP + ;
)BEE TIRE) TRUNCATED DOES
A SEE SHEET 1F 4 FOR DUALS N A- DOMES
A Ipil
TRNCATED
SEE SNIT 1 F 4 i01R DETAILS
of f s-o" MIN Lt TANGENT PLAN sro 2
SHAPE TO HATCH FILE ,y 2:_O
F ROADWAY CUED
BACK F CURBN p RI CROSSWALK
20 :1 L IN II II
BACK F D It :I 4d: TYPICAL PLACEMENT
CROSSWALK AT INTERSECTION
,W. SECTION A -A TYPICAL PLACEMENT WITH BUFFER STRIP
AT INTERSECTION
WITHIN CROSSWALK TWIN
fRMSSBE SECTION A -A TN gLECTION F CURB TYPE AND THE CONFIGURATION OF RE
CONEMLCTW UTLITY STRIP MAY VARY TO MEET OUISTNC FIELD CONDITIONS
JOINT AN ROADWAY GEOMEINCS PROVIDING THE OMINSIONS AND
SLOPES ME AS NOTED.
NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE,
QQ%,.1 N B-B SEE SHUT I F 4.
NOTE: FOR GENERAL NOTES ON TIE DETECTABLE WARNING SURFACE,
SEE SLEET IF A
TYPE B
PARALLEL APPLICATION
ROADWAY GRADE
IN PERCENT
MINI" RAMP LENGTH
4^ CURB 1 6" CUB
0
4
6
1
5
T
2
5
6
3
a
9
♦
IS
12
6
10
15
8
14
15
NOTE:
S LIMITED TOI5 FEET. REGARDLESS F°AMP TIE
SLOPE.
TYPE C
PARALLEL & PERPENDICULAR
APPLICATION
ROADWAY GRIME
N PERCENT
MINIMUM RAP LENGTH
IN FEET
4" CUB
6" CUED
O
2
4
1
2
5
2
3
5
3
3
6
4
4
a
5
5
ID
a
T
4
7
q
15
a
e
u
NOW:
THE REQUIRED LENGTH F A PARAlEL RAF 5
LMITED TO 15 FEET, REGARDLESS OF THE SLOPE.
1
5 MM
TV ' AT M.2" HIGHER THAN
♦\ mMM. S011EEASTOP W CURB
THS COMBINED IPMR LEL M PERPEWICULM) DESIGN FM ALTERATIONS CAN BE
USED WITH ADJOINING OFFER ONE. LANDING AT BOTTOM F TWO SLOPI O SIDES
WITH BID" % N" MN. DIMENSIONS. WE SHORT PERPENDICULAR RUN TO WE STREET
CAN BE PROTECIED BY A LADSCPED SETWK OR CONNECTED TO THE SDE'MALK
WITH A WARPED SURFACE.
SUR
WAR
ING SURFACE
I VlRGINA DEPARTMENT OF TYPE B (PARALLEL)PL CATION FACE REVTION^=^05 R n;n DS TYPE C G(PARALLELC &A PERPE DI�CULAR) APPL CATIONVIRGINIA DEPARTMENT OF TRANI
Lic. No. 035791,' ,
L 10/26/20 ,v4'J
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