SDP201900010 Plan - Submittal (First) Initial Site Plan 2019-02-04GE'NE'RAL NOTE'S
OWNER: TMP 45-112F1 & TMP 45-112F2 TMP 45-84A & 45-85
BERKMAR DEVELOPMENT LLC FAULCONER CONST. CO INC &
2496 OLD IVY ROAD COMMONWEALTH OF t/Al VDOT
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CHARLOTTESVILLE, VA 22903 PO BOX 7706 cIo
CHARLOTTESVILLE VA, :22906
DEVELOPER: BERKMARK DEVELOPMENT LLC
2496 DLD IVY ROAD PRELIMINARY SITE PLAN AND SUBDIVISION PLAT
NOTES:
1) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED.
2) ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO EITHER PUBLIC USE OR PRIVATE USE, AS SHOWN ON THE PLANS.
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Sheet List Table
CHARLOTTESVILLE, VA 22903
ENGINEER:
COLLINS ENGINEERING
OVERALL LAYOUT PLAN
200 GARRETT ST, SUITE K
EXISTING CONDITIONS
CHARLOTTESVILLE, VA 22902
LAYOUT & UTILITY PLAN
(434)293-3713
TAX MAP NO.:
04500-00-00-084A0, 04500-00-00-08500, 04500-00-00-0112F1, &
GRADING & DRAINAGE PLAN
04500-00-00-0112F2
TOTAL AREA:
TMP 45-84A: 6.892 ACRES TMP 45-112F1: 0.571 ACRES
TMP 45-85: 0.777 ACRES TMP 45-112F2: 0.538 ACRES
TOTAL ACREAGE.- 8.778 ACRES
ZONING. •
R-6 RESIDENTIAL, BONUS LEVEL - CLUSTER DEVELOPMENT
AIRPORT IMPACT AREA & STEEP SLOPES OVERLAY
PROPOSED USE.
71 SINGLE FAMILY ATTACHED RESIDENTIAL UNITS
DENSITY-
ALLOWABLE BY -RIGHT DENSITY 6 DUMC
PROPOSED DENSITY 8.778 ACRES x 6 UNITS I ACRE = 52 UNITS ALL0*ED
BONUS DENSITY. AFFORDABLE HOUSING (UP TO 30% INCREASE) & TREE FRESERVA 77ON
(8) AFFORDABLE TOWNHOUSE UNITS ARE PROPOSED WITH THE PROJECT
52 UNITS BY -RIGHT + (8) AFFORDABLE UNITS + (8) ADDITIONAL MARKET RATE UNITS
1OX 19X TREE PRESERVATION IS PROPOSED FOR A 5X BONUS DENSITY INCREASE
8,778 ACRES x 6 DUA x 5% BONUS INCREASE = 55 UNITS + 16 UNITS = 71 UNITS
TOTAL PROPOSED DENSITY 71 UNITS (8.088 DWELLING UNI7SIACRE)
1. BONUS DENSITY INCREASE FOR AFFORDABLE HOUSING: 30.E INCREASE
A E
2. BONUS DENSITY INCREASE FOR TREE PRESERVA TION: 5Z INCREASE
OPEN SPA CE:
TOTAL OPEN SPACE REQUIRED (CLUSTER DEVELOPMENT 257.) = 2.19 AC
TOTAL OPEN SPACE PROPOSED: = 2.60 ACRES (29.6%)
OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL
SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF
OPEN SPACE LOT OWNERS
IN THE SUBDI WSION.
OPEN SPACE A = 0.24 AC OPEN SPACE E = 0.28 AC
OPEN SPA CE B = 0.26 AC OPEN SPACE F = 0.06 AC
OPEN SPA CE C = 0.68 AC OPEN SPACE G = 0.68 AC
-
OPEN SPACE D = 0.40 AC
TOTAL OPEN SPACE = 2.60 AC
TREF PRESERVATION:
TOTAL REE PRESERVATION REQUIRED (10% MINIMUM) = 0.878 ACRES
TOTAL TREE PRESERVATION PROVIDED = 0.89 ACRES (WITHIN AREAS .41 T'HRU 17)
SHOWN WITHIN THE LIMITS' OF THE PROPERTY 2
PRESERVE D ANAGED SLOPES: NO PRESERVED SLOPES ARE H P
iM
SMALL AREAS OF MANAGED SLOPES ARE LOCATED ON THE PROPERTY AND SHOWN ON
THE EXISTING COND1 TIONS PLAN SHEET.
BUILDING HEIGHTS:
MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET
SETBACKS:
FRONT- 5'0R EDGE OF SIDEWALK TO GARAGE)
MINIMUM (18a MINIMUM FROM RIW A ) AND
25' MAXIMUM .
• NONE - N 10 BUILDING G SEPARA TION
MI
REAR. 20 MINIMUM
SUBDIVISION STREETS:
CURB & GUTTER
WA 7ERSHED:
O WATERSHED
SOUTHFRK RIVANNA RIVER
AGRICUL TURAL, f FORESTAL DISTRICT NONE
TOPO &SURVEY
IA TES JUNE 2 18. THE
RDVNDED BY ROUDA BUSH GALE AND ASSOC Cl
TOPOGRAPHY P ,
,
BOUNDARYLINE INFORMATION IS PROVIDED 8Y ROUDABUSN, GALE, AND ASSO NA TES.
INFORMA77ON FIELD VERIFIED BY COLLINS ENGINEERING JUNE 2018.
DA TUM:
NAD 83
EXIS77NG VEGETA 770N.-
PAR77ALLY WOODED (TMP 45 -112F1&45 -112F2 ARE WOODED & TMP 45-i84A&45-85
HAVE BEEN CLEARED AND WERE PREWOUSLY USED AS A CONS7RUC77ON STAGING SITE)
LJGH TING:
NO LJGH77NG IS PROPOSED
PARKING:
71 SFA UNITS _ 142 OFF-STREET PARKING SPACES REQUIRED
MINIMUM (1) DRIVEWAY SPACE + (1) GARAGE SPACE
DED: 142 OFF-STREET PARKING SPACES
TOTAL PARKING PROWDED.
REQUIRED
PER 4 UNI TS 18 SPACES R Q
• 1 SPACE P
G VEST SPACES
-
PROVIDED GUEST PARKING SPACES (ON STREET PARKING) = 18 SPACES
PHASING. •
THIS PROPERTY SHALL BE DEVELOPED WNTHIN 1 PHASE
BUILDING SITES•
BUI
- S WITH THE
PARC ELS 1 68 EACH CONTAIN A BUILDING SITE. THAT COMPLIES
OF THE ALBEMARLE COUNTY ZONING ORDINANCE.
REQUIREMENTS OF SECTION 4.2.1
UIR
RE4 O
BURIAL SITES.
ND DURING FIELD INVESTIGATION S WERE FOU OF THE SITE. THESE
O CEMETERIES
TWO
CEMETERIES WERE FIELD VERIFIED AND DELINEATED 8Y DARB Y D DONNELL , LLC IN
W CEMETERIES
X ON AS PERFORMED AROUND THESE ICEM
BER 2018 FIELD E PLORA77
NOVEMBER
TTI A PERMIT FROM DHR AND THIS SITE P LAN REFLECTS T7-1 E FINAL LIMITS OF THE
RE SENT TO OHR IN
FINAL CEMETERY REPORTS WE
ONSITE THE F
2 CEMETERIES N
OF THE CE
F G AND ESTABLISH TNG THE LIMITS AvNETERIES
DECEMBER, 2018, IDEN77 YIN
1
AS CURRENTLY SHOWN ON THIS SITE PLAN.
STREAM BUFFERS
NO STREAM BUFFERS ARE LOCATED ON THESE PROPER77ES OR WITHIN THE LIMITS OF
THIS 1!S PROJECT AREAN.
FLOODPLAIN:
THIS PROPERTY IS NOT IN A FLOODPLAIN ZONE AS SHOWN ON FEMA
MAP#51003CO229D, DATED FEBRUARY 4, 2005. THIS PROPERTY 1S NOT LOCATED
WITHIN A DAM INUNDA T70N ZONE.
RETAINING WALLS. •
ONE RETAINING WALL IS PROPOSED WITH THE DEVELOPMENT AT THE LOCA77ON OF THE
PROPOSED STORMWA TER MANAGEMENT FACILITY.
LANDSCAPING:
STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE
CTON 3 .7, OF THE
NTS WlT7-TIN SE 2 9
RE REQUIREMENTS WITH ALBEMARLE COUNTY LANDSCAPINGQ
COUNTY CODE, A LANDSCAPING PLAN WILL BE PROVIDED WITH THE FINAL SITE- PLAN
FOR COUNTY REVIEW AND APPROVAL. ALL LANDSCAPING REQUIREMENTS SHALL BE
SHOWN ON THIS FINAL LANDSCAPING PLAN. STREET TREES SHALL BE PROVIDED ALONG
THE PUBLIC STREETS 40' Q.C. IN ACCORDANCE WITH VDOT AND ALBSE, CO. STANDARDS
TRASH:
EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER.
RECREA 77ON AREA:
REQUIRED RECREA 77ONAL AREA: 71 UNITS x 200 SF = 14,200 SF
PROPOSED 29,62 SF (0.68 AC) INCLUDING (1) TOT LOT & (1) RECREA 77ON FIELD
TOT LOT AREA SHALL INCLUDE THE FOLLOWING:
ONE (1) SWING (FOUR SEATS)
ONE (1) SLIDE WITH TWO (2) CLIMBERS
ONE (1) BUCKABOUT OR WHIRL
TWO (2) BENCHES
RECREA 77ONAL PLA YFIELD
OPEN SPA CE.
STREAM BUFFER OPEN SPACE. NIA
RECREA77ON AREA OPEN SPACE.~ 29,620 SF (0.68 AC)
STORMWA IFR POND OPEN SPACE. 38, 330 SF (0.68 AC)
OPEN SPACE. 54,115 SF (1.24 AC)
TOTAL OPEN SPACE: 113,256 SF (2.60 AC)
OFFS17E EASEMENT
ALL PROPOSED GRADING SHALL BE CONSTRUCTED ON SITE, WITHIN EXISTING
RIGHT-OF-WAY, OR 1417HIN EXIS77NG EASEMENTS. NO OFFSI7E EASEMENTS ARE
PROPOSED WITH THIS DEVELOPMENT.
NOTES:
1) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED.
2) ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO EITHER PUBLIC USE OR PRIVATE USE, AS SHOWN ON THE PLANS.
RIO DISTRICT - ALBEMARLE COUNTY, VIRGINIA
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Sheet Number
Sheet Title
1
OVERALL LAYOUT PLAN
z
EXISTING CONDITIONS
3
LAYOUT & UTILITY PLAN
4
LAYOUT & UTILITY PLAN
5
GRADING & DRAINAGE PLAN
6
1 TYPICAL SECTIONS, NOTES, & DETAILS
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TMP 45-112F . ° : , > . s a
NfF ALBEMARLE SOCIETY FOR THE t � °
N/F FOUNDATIONS LLC , . ,_
PREVENTION OF CRUELTY TO ANIMALS INC . . , „ . „ l . 11
1 C/O FOUNDATIONS CHILD . .: 0 -
DB 2096 PG itt v
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CULVERT DEVELOPMENT AREAS: ,�,aLU
DRIVEWAY CULVERT LOT AREA = 3.73 AC (42.6 `; v _ �•- � _ , cp 1 _ ri -a
DROP INLET & STRUCTURE NO. t
BENCH MARIE OPEN SPACE = 2.60 AC {29.60 _ � i � } � � b � �. ' � � �
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CLEARING LIMITS g t ;' ' r .
CURB &GLITTER - - - - t :1 - 706 NCi. °
IMPERVIOUS AREAS: � :E'
::a. PROPOSED PAi�EMENT _ ti q *' : _..R. x .:. '' �.' , --� ... v
BUILDINGS = 52,540 SF (1.21 AC) 9 ? .,7. ' .
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2. TOPOGRAPHY PROVIDED BY ROUDABUSH & GALE, FIELD COLLECTED
APHIC SCALE'
VERIFIED IN NOVEMBER 2018.
IN JUNE, 2018. THE BOUNDARY LINE INFORMATION IS PROVIDED BY
\
ROUDABUSH, GALE & ASSOCIATES. TOPOGRAPHY HAS BEEN FIELD d,
GR 20 40
0 80 160
3. NO PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY.
THE MANAGED STEEP SLOPES ARE LABELED.
4. NO 100' WPO STREAM BUFFERS ARE LOCATED ON THIS PROPERTY. IN FEET -iX " n c h = 40 ft.
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1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) I-UUI.
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.
3. 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.
PAVEMENT:
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.
3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE I, II, OR III
PRIOR TO PLACING AGGREGATE BASE.
4. THE REQUIREMENTS TO PUGMIH 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.
NOTE: PROPOSED LANDSCAPING TO
UTILIZE OUTER 3' OF PLANTING STRIP
� . PER S QZAR ZONE REQUIREMENT
CG -6
5' I4BpIE C avCREW 3' CURB &t GUTTER
VDEWALK I CLEAR ZONE J
T
DOST. f�FAD 2X 2W
�1 -
r
6' PL ARNG
4" MOT 21A Sri 4' `+ TF77-7
STOW BASE
EVST. GROLM5 8
POINT OF CG -6
F7NISNED GRADE CURB do CUT7ER 3'
\\\`-
CLEAR I
St/RFALE'
2s 2Z
SUMASE
6' PUIN7ING
4. T SBiP
I
TR LANE) 725' 72 I
(TRAVEL LANE) (TRAVEL LANE]
I
29' F/O-FfC
5N'
TYPfC,4L NL'IC,fi�Bll"000 ST",ff .7AT10,W (54' R, 1I )
(PUBLIC STREET) DESIGN SPEED = 25 MPH
9'
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 NO'T BEING ELIGIBLE FOR STATE MAINTENANCE.
EX7ST.
EXIST. CROLM
8. RAMPS, MAY BEr PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 1
THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND
THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS
PERPENDICULAR TO THE CURB. 5'�7P;;;AT
9- TYPICAL CONCRETE SCEWALK 15 4" THICK. WHEN THE ENTRANCE RADIICANNOT
ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, REFER TO STANDARD CG -13, COMMERCIAL ENTRANCE SHEAVY T `.F' , 2" HIGHER THANTRUCK TRAFFIC)FOR CONCRETE DEPTH. EDGE OF PAVEMENT14. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, XX , SAME AS TOP OF (CURB
THE MINIMUM WIDTH $HALL BE THE WIDTH OF THE SHARED USE PATH.
11. WHEN ONLY ONE CURB RAMP IS PROvOrD FOR TWO CROSSINGS (DIAGONAL), TYPE C
A 4' x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL &PERPENDICULAR
INTO THE CROSSWALK WITHOUT GOINC INTO THE TRAVELWAY. THIS 4'9 4'
LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME
12, ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF �62 C_C
CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE -� b
WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD b a a O a 0 2
T MATCH
O M C _
-MODIFIED A5 RECOMMENDED BY THE MANUFACTURER THE SNACK OF CURB.a a a a a 0 0 a
LANDING RAMP Ra a a a a a a 0 0 O a a 0 O D a o
50t. -65-X. OF BASE DIAMETER O D a 0 D a D a 0 0 a a 0 a 0
TOP DIA'IETER
DETECTABLE WARNING o I _I
AT BACK OF CURB i'" `:BASE I„�VARIABLE FULL WIDTH OF RAMP FLOOR
SEE NOTE 12. PAY LIMITS
DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING
INSTALLED ON A RADIUS DETAIL DETAIL
1VDOT CG -12 DETECTABLE WARNING SURFACE SPECIFICATION
REFERENCE
ROAD AND MIDGE STANDARDS
SHEET I OF 5 REVISION DATE (GENERAL NOTES) 105
07!15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502
203.05
5"
MIN.
611
STANDARD CG -6
CURB & GU TTER
NO SCALE
TRIP GENERATION CALCULATIONS
TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION)
71 SINGLE FAMILY ATTACHED UNITS (INCLUDES FUTURE) - CODE 230
ADT: 418 VPD (208 ENTER/ 208 EXIT)
AM PEAK: 31 VPH (5 ENTER/ 26 EXIT)
PM PEAK: 37 VPH (25 ENTER/ 12 EXIT)
Table 4. Pavement Design (VDOT Pavement Design Guide)
Pavement Design
CG -12
NOTE: GCMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING:
MAN LINE PAV'£MiNI( :'4NOO N ATM 5N CONECCriON
`� LAYER - -
HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES. AREA IN SQUARE YARDS)
GENERAL NOTES:
CURB WHEN REQUIRED (CG -2 OR CG -3 IN LINEAR FEET)
DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS)
1.
THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES.
EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD
BE SUMMARIZED FOR EACH CURB CUT RAMP.
2.
DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FCR
SIDEWALK
CURB AND GUTTER SECTION
SPECPRODUCTS
AL R
40:1 MAX RAMP 12=1 MAX
Location
TTHEECTABLE REQUIREMEN REQUIREMENTS OVISIONTFORTED CG-12HALL DETECTAABLE
ADT
NOTES:
WARNWG SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND
Design -CBR
EDGEDRAINS IN ...st;rRE ARE AS
SPECIAL DESIGN SECTION FOR APPROVAL.
Dr"
3.
SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP
4
Base
FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS.
SO
LT
4.
IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS
10'1 iAAX
Dp
THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF
PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4.
TYPE A
5.
REQUIRED BARS ARE TO BE NO.5 X S" PLACED 11 CENTER TO CENTER ALONG
PERPENDIEULAR
ADT
BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM
-
--
7. WITHIN TINE LIMITS OF A COMMERCIAL ENTRANCE, NOWPERFORATED PIPE: SHALL BE
CONCRETE COVER 1'fp".
v
6.
CURB f CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS
5')A1NN
IN ETTHEPI DIRECTION.IRIB
€
ARE INCLUDED IN PAYMENT FOR CURB I CURB AND GUTTER-
12
7.
CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED
Empire Street
UNDER CSI AND GUTTER, - -
BY THE ENGINEER- THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER
12:1 MAX
0
AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY
5
5
CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED,
SM -9-5
1-5
OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS
AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHCULD NOT
TYPE B
BM -25
BE LOCATED BEHIND VEwCLE STOP LINES, EXISTNC LICHT POLFS, FRE
-- -- - __ -_ .,,
PARALLEL
8. RAMPS, MAY BEr PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 1
THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND
THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS
PERPENDICULAR TO THE CURB. 5'�7P;;;AT
9- TYPICAL CONCRETE SCEWALK 15 4" THICK. WHEN THE ENTRANCE RADIICANNOT
ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, REFER TO STANDARD CG -13, COMMERCIAL ENTRANCE SHEAVY T `.F' , 2" HIGHER THANTRUCK TRAFFIC)FOR CONCRETE DEPTH. EDGE OF PAVEMENT14. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, XX , SAME AS TOP OF (CURB
THE MINIMUM WIDTH $HALL BE THE WIDTH OF THE SHARED USE PATH.
11. WHEN ONLY ONE CURB RAMP IS PROvOrD FOR TWO CROSSINGS (DIAGONAL), TYPE C
A 4' x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL &PERPENDICULAR
INTO THE CROSSWALK WITHOUT GOINC INTO THE TRAVELWAY. THIS 4'9 4'
LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME
12, ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF �62 C_C
CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE -� b
WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD b a a O a 0 2
T MATCH
O M C _
-MODIFIED A5 RECOMMENDED BY THE MANUFACTURER THE SNACK OF CURB.a a a a a 0 0 a
LANDING RAMP Ra a a a a a a 0 0 O a a 0 O D a o
50t. -65-X. OF BASE DIAMETER O D a 0 D a D a 0 0 a a 0 a 0
TOP DIA'IETER
DETECTABLE WARNING o I _I
AT BACK OF CURB i'" `:BASE I„�VARIABLE FULL WIDTH OF RAMP FLOOR
SEE NOTE 12. PAY LIMITS
DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING
INSTALLED ON A RADIUS DETAIL DETAIL
1VDOT CG -12 DETECTABLE WARNING SURFACE SPECIFICATION
REFERENCE
ROAD AND MIDGE STANDARDS
SHEET I OF 5 REVISION DATE (GENERAL NOTES) 105
07!15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502
203.05
5"
MIN.
611
STANDARD CG -6
CURB & GU TTER
NO SCALE
TRIP GENERATION CALCULATIONS
TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION)
71 SINGLE FAMILY ATTACHED UNITS (INCLUDES FUTURE) - CODE 230
ADT: 418 VPD (208 ENTER/ 208 EXIT)
AM PEAK: 31 VPH (5 ENTER/ 26 EXIT)
PM PEAK: 37 VPH (25 ENTER/ 12 EXIT)
Table 4. Pavement Design (VDOT Pavement Design Guide)
Pavement Design
7"
VDOT #57,#.68, OR #78
STONE BASE UNDER CURB
& CHECKED BY VDOT
PRIOR TO PAVING AND/OR
BACKFILLING.
X FABRIC PAYED SH tx,M
T"P'-\ r NC118 AGGIRIEGATE
S'44iBASf LAYi�+'.:s�`• `+ .� r _
SIUBGRADE - r OUTLET E ..
SEE NOT1; 1 457 AC-MaA;TE, #5 AGC,R7 GATE OR CRUS i7
GLASS MEETING # GRAI0I3N)W WE8URFMENT.
(EG+GE Cf t?YED SHI[XXri.DETN)
PAVED SHOULDER SECTION
(FOR USE WITH STABILIZED' OPEN -GRADED DRAINAGE LAYER)
UHDERDRAIN SHALL BE CENTERED UNDER CURB AM CW ER.
9-61tXTK.I bAXNAU PAW
eO'VERLAR 1'-0" AT. TOP)---,.
(VARIABLEWD TH)
�_ 411 21-A STONE BASE
CONCRETE SIDEWALK
NO SCALE
LONGITUMNAL, PERFORATED PIPE
TYPE OF PIPE CRUSHING STRENGTH
)(W.T 4:" NOM, DRAIRTER
r
SMOOTH WALL PVC f - _
GDR)tUGATED PE AA'HtTO fdm252.. .
NON -PERFORATED OUTLET PIPE FOR USE
TINDER COMMERCIAL ENTRANCES AND FOR OUTLETS
CRUSHING STRENGTH
TYPE OF PPE
�11".T 4" NOM.011NTER
SMOOTH WALL @VC .103
SAWTH WALL PE TO PSI xxx
-X WALL Tb{IC)NESS CMFO -H>IES -
` )O< 3TED ApCVRP as s Ty' 241 AT 5 'OETLC Tush!.
00�WNGRAM
LAYER -v....-�-.,t.., . , -" s'EE_ NOTE R
ORASY
- - -
MAN LINE PAV'£MiNI( :'4NOO N ATM 5N CONECCriON
`� LAYER - -
RF=
1.0
-
NOTE 1 TES
� Zit
�
:$a
#57 AGATE, M$ AIGGREGT£ Oft. CA1 Y 4^ PPE ST'LL
LID -4 REQ'D. i ST -D. UD -4 REO'0.
GLASS MEE.TW M$ C.MAT19N REIZVREiENT,
�
CURB AND GUTTER SECTION
�
(FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER)
Location
'S. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT
ADT
NOTES:
HCV1
Design -CBR
EDGEDRAINS IN ...st;rRE ARE AS
SSV
Dr"
Surface
h
a
Base
b
a
Sub -base
h
a
Dp
5, CDUT7-ET PPE$ A$ TO HE INSTALLED ON 2Z MN. C37 DESIRABLE): 00 DE ,ANIS PERFORATED
RIORAINN
11-6"
LOCATED EVERY 3501MMIMM 011 A3 NOTED ON PLANS. P
j _PERFORATED
TRENCH WITH AIN
_ R�UTLET PIPE T€7 R€ CUREILY L;ONNECTED TO "1112 OR OTHER DRAINlAGE
ADT
STRIUCTUIIRE.
-
--
7. WITHIN TINE LIMITS OF A COMMERCIAL ENTRANCE, NOWPERFORATED PIPE: SHALL BE
O' -B"
UTILIZED N LIEU. OF PERFORATED PPEE.-
- -
MAINLIN#E ROADWAY
B, THE LENGTH OF PIPE BETWEN THE WYE CONNECTKNN AND THE EW -12 'SHALL BE ST'D. CU#2B
LIdITED TO N O MORE THAN 1-0" TO -PERMIT CAMERA INSPECTION OF T3E. F€ ' MIN L & -GUTTER.
11 RDRAPN BETWEEN THE LiLATS OF -5T'f) C1
IN ETTHEPI DIRECTION.IRIB
€
COMfMEROAL ENTRANCE CUM RETURNS .. E GLITTER
WCL NON PEWOR47ED RIPE:
5. IN SITIJAIWNIS WHEN FULL DEPTH OF STABILIZED OPEN -GRADED MATEMAL. CANNDT
4'-3"
BE MANIANIED IUN1XR CURB A81 GUTTER. NO. 211B AGGREGATE SHALL HE USED
Empire Street
UNDER CSI AND GUTTER, - -
416
N0. 210 AGGREGATE MAY- ALSO DE USED. FROM TOP CIF STABILIZED OPEN -GRADED
0
416
5
5
11.37
SM -9-5
1-5
R£€2410
2.25
BM -25
3
1'511V1?R
2.15
21B
6
A DEPAR'T'WW OF TRAtNS11"TATION
-
0-6
13.43
Swede Sheet
701
152
GONG. PINE
0
152
5
5
7-57
SM -9.5
1.5
10,257
2-25
BM -25
3
1 2.14$
2-15
21B
6
W-4111'
0-6
13,43
Marsac Sheet
b
147
0
147
5
5
3. t5
SM -9.5
1.5
2.25
BM -2.5
3
2.15
218
6
0.$56
O.Ci
13.4
7"
VDOT #57,#.68, OR #78
STONE BASE UNDER CURB
& CHECKED BY VDOT
PRIOR TO PAVING AND/OR
BACKFILLING.
X FABRIC PAYED SH tx,M
T"P'-\ r NC118 AGGIRIEGATE
S'44iBASf LAYi�+'.:s�`• `+ .� r _
SIUBGRADE - r OUTLET E ..
SEE NOT1; 1 457 AC-MaA;TE, #5 AGC,R7 GATE OR CRUS i7
GLASS MEETING # GRAI0I3N)W WE8URFMENT.
(EG+GE Cf t?YED SHI[XXri.DETN)
PAVED SHOULDER SECTION
(FOR USE WITH STABILIZED' OPEN -GRADED DRAINAGE LAYER)
UHDERDRAIN SHALL BE CENTERED UNDER CURB AM CW ER.
9-61tXTK.I bAXNAU PAW
eO'VERLAR 1'-0" AT. TOP)---,.
(VARIABLEWD TH)
�_ 411 21-A STONE BASE
CONCRETE SIDEWALK
NO SCALE
LONGITUMNAL, PERFORATED PIPE
TYPE OF PIPE CRUSHING STRENGTH
)(W.T 4:" NOM, DRAIRTER
r
SMOOTH WALL PVC f - _
GDR)tUGATED PE AA'HtTO fdm252.. .
NON -PERFORATED OUTLET PIPE FOR USE
TINDER COMMERCIAL ENTRANCES AND FOR OUTLETS
CRUSHING STRENGTH
TYPE OF PPE
�11".T 4" NOM.011NTER
SMOOTH WALL @VC .103
SAWTH WALL PE TO PSI xxx
-X WALL Tb{IC)NESS CMFO -H>IES -
` )O< 3TED ApCVRP as s Ty' 241 AT 5 'OETLC Tush!.
00�WNGRAM
LAYER -v....-�-.,t.., . , -" s'EE_ NOTE R
ORASY
- - -
MAN LINE PAV'£MiNI( :'4NOO N ATM 5N CONECCriON
`� LAYER - -
S. BEVEL EDGE IS REQUIRED ON THE HE/DWA_L AT THE FILET END OF THE
CULVERT !WHERE THE FLOW ENTERS THE CULYERT7.
SIJBGRA4E TLET PIPE EP -
-
NOTE 1 TES
� Zit
�
:$a
#57 AGATE, M$ AIGGREGT£ Oft. CA1 Y 4^ PPE ST'LL
LID -4 REQ'D. i ST -D. UD -4 REO'0.
GLASS MEE.TW M$ C.MAT19N REIZVREiENT,
�
CURB AND GUTTER SECTION
�
(FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER)
)'` �
'S. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT
PAVEMENT
NOTES:
EI I
L 4" MONIMIA.R, PROVIDED ATTAINING MI&CM 4"- OF AGATE ON TOP OF PIPE
EDGEDRAINS IN ...st;rRE ARE AS
wHFm TH.E Lut"TIAHWAL Pry CONECTS DIRECTLY NTQ A DRAINAI E STRUCTTRIEq
1'-9""
,2.
iE7ROP NtET, MANHULE. EDT.), NON -P `ORATFI7 OUTLET PIPES.-+ NOT REQUIRF77.
C
3. INVERT ELEVATION AT OUTLET ENT] OF QUTLXTI PPF TO HE A iRiALMd OF 1'U"
-_
ABOVE INVERT ELEVATIOHF OF RECEIVING i1RAINAGE DITCH OR STMICTUNIE.
-
2•-2"
f
WYES, ETG.a PAY t_IS S FOR PIPE
4. ALL COdAIECT CNa CESAW -
'CC+AihERCfAL SIO£WALiK Pd'€
ENGTWITHPI
PIPE,1
ATE TO BE OF THE SAS CRUSH}NG'.�`T RENGTti AS. THE CUTLET PIPE,.
C
'ENTRANCE UNPAVED �w�DE
5, CDUT7-ET PPE$ A$ TO HE INSTALLED ON 2Z MN. C37 DESIRABLE): 00 DE ,ANIS PERFORATED
RIORAINN
11-6"
LOCATED EVERY 3501MMIMM 011 A3 NOTED ON PLANS. P
j _PERFORATED
TRENCH WITH AIN
_ R�UTLET PIPE T€7 R€ CUREILY L;ONNECTED TO "1112 OR OTHER DRAINlAGE
A A GATE PFE
STRIUCTUIIRE.
-
--
7. WITHIN TINE LIMITS OF A COMMERCIAL ENTRANCE, NOWPERFORATED PIPE: SHALL BE
O' -B"
UTILIZED N LIEU. OF PERFORATED PPEE.-
- -
MAINLIN#E ROADWAY
B, THE LENGTH OF PIPE BETWEN THE WYE CONNECTKNN AND THE EW -12 'SHALL BE ST'D. CU#2B
LIdITED TO N O MORE THAN 1-0" TO -PERMIT CAMERA INSPECTION OF T3E. F€ ' MIN L & -GUTTER.
11 RDRAPN BETWEEN THE LiLATS OF -5T'f) C1
IN ETTHEPI DIRECTION.IRIB
€
COMfMEROAL ENTRANCE CUM RETURNS .. E GLITTER
WCL NON PEWOR47ED RIPE:
5. IN SITIJAIWNIS WHEN FULL DEPTH OF STABILIZED OPEN -GRADED MATEMAL. CANNDT
4'-3"
BE MANIANIED IUN1XR CURB A81 GUTTER. NO. 211B AGGREGATE SHALL HE USED
L
UNDER CSI AND GUTTER, - -
5'-D„
N0. 210 AGGREGATE MAY- ALSO DE USED. FROM TOP CIF STABILIZED OPEN -GRADED
B' -O"
MATERIAL LAYER _ AND CURB AND GUTT'EFL -
1 0'-9•
SPECIFICATION
_NYDOT
O' -W4"
13'-2-
R£€2410
STANDARD PAVEMENT EDGEDRAIN
17-1 ye
ROAD AND BRIDGE S:TANDAADS
1'511V1?R
REVISION DATEstiE£T
2 € 2
561
A DEPAR'T'WW OF TRAtNS11"TATION
-
4'_3"
B'-6'
�rO6,ii7
701
10' -Ir
GONG. PINE
1 0-241
0.492
SURFACE COURSE
INTERMEDIATE COURSE
S" COMPACTED AGGREGATE
Illllllllllllllllilll
ISASE COURSE, VDOT #21A
• •ENDING ON
�!//ilMIvOW.- JLTIMATE TRAFFIC LIMITS , E •D i COMPACTEDSUBGRADEASPHALT PAVING - ROAD]
NO SCALE
S X
D
NOTE 1
' SHAPE TO BE BEVELED
I H WITH MORTAR �r
t r "
DO NOT BEVEL INVERT-
I�
EWAIA
L
ENDWALL FOR CIRCULAR PIPE
NOTES:
1. up, MAY BE REDUCED L0ITL "X" REACHES A MONMLM OF 4" WHERE EWWALL
WOULD PROTRUDE ABOVE SROULDER LINE. IN NO CASE SHALL TOP OF ENDWALL
S. BEVEL EDGE IS REQUIRED ON THE HE/DWA_L AT THE FILET END OF THE
CULVERT !WHERE THE FLOW ENTERS THE CULYERT7.
PROJECT ABOVE FILL SLOPE. DITCH SLOPE. OR SHOULDER.
7,HEAOWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SQUARE
2. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
EDGE OR BEVEL EDGE.
3. ALL CAST IN PLACE CONCRETE TO BE CLASS A3. FOR PRECAST SEE SHEET
a. ON
1`WHEkt ERE ENDWALLSALL R iIOR LLESS BELOWCTED SHOULDER
DINSHALLOWTHE TP FILLS
TO Tt4
101.02.
GRADE OF THE ROAD.
4, THIS STANDARD TO BE USED WITH STRAIGHT CROSSINGS AND ALL SKEWS
"
�r49 , CHAMFER MAY BE PROYQED ON ALL EDGES AT MANUFACTURER'S OPTIMA.
(O' TO 45).
0'-11"
'S. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT
A
OR WINGWALLS OCCUR
0'-11"
EW -1 I
1'-3"
I EW -1A
SFE E
ATM
WFERENNCECS STANDARD ENDWALL FOR PIPE CULVERTS
RE
12"-36" CIRCULAR AND 23"x14" -53"x34" ELLIPTICAL PIPES
302 VIRGINIA DEPARTMENT OF TRANSPORTATION
s Fy
Fyw
w
z
0
U)
ENDWALL FOR CIRCULAR PIPE
ENDWALL FOR ELLIPTICAL PIPE
DIAMETER OF PPE CULVERT
SIZE OF ELLIPTICAL PIPE CULVERT (SPAN x REED
12" 1
16'
1e"
2r OR 24" 27" OR 30' 33" OR 3N'
A
0' 6°
0'-$"
0'-9'
0'-11"
T-0"
A
B
0'-11"
1'-1"
1'-3"
1'-B"
1'-9""
11-0"
C
1'-4"
T-7"
11-9"
2•-2"
2'-6"
2'-9'
D
T -O"
11-3"
11-6"
2'-0"
1'-d"
2 '_11.
F
0' 8"
0'-&.
01-6"
O' -B"
0'-9" 1
1'-2•
H
2`-3"
2'-11"
3'-2*
3'-9"
4'-3"
4'-9
L
4'-0"
5'-D„
6'-0"
B' -O"
10'-D„
1 0'-9•
0'-9"
0-9-
O' -W4"
13'-2-
O' -M"
0'44'
17-1 ye
b
(F -r
O`1A`4'
o'-th"
Q'-2"
7-2Vi'
4'_3"
B'-6'
W-2"
CUBIC YARDS OF CONCRETE
10' -Ir
GONG. PINE
1 0-241
0.492
0-697
1-319
1 2.067
2-447
G.M. PIPE
10,257
1 0.521
0,739
1.3U
1 2.14$
3.145
SFE E
ATM
WFERENNCECS STANDARD ENDWALL FOR PIPE CULVERTS
RE
12"-36" CIRCULAR AND 23"x14" -53"x34" ELLIPTICAL PIPES
302 VIRGINIA DEPARTMENT OF TRANSPORTATION
s Fy
Fyw
w
z
0
U)
ENDWALL FOR ELLIPTICAL PIPE
SIZE OF ELLIPTICAL PIPE CULVERT (SPAN x REED
z
Z
23'K14'
30"xW'
34"x22"
30"x24"
42"x27"
43"K29"
49"x32"
S3"K34"
A
0'-B"
0'-9"
0' -IO"
01-111,
0'_11"
r-01'
11-0"
T -On
B
1'-2"
T-5"
1'-$"
1'-b"
T-9"
T-10'
1'-11"
1'-11"
C
_
I.B"
_
1 , 1111
2 '_11.
2'-4 .a
r u
-
2 s
2-7 rr
'-0"2'-V'
2
D
1'-2•
1'-7"
1'-47"
2'-0"
2'-3"
2'-51'
21-811
21_1011
F
01-6"
0-B"
0'-9"
0'-B"
0'-9"
1 0'-9•
0'-9"
0-9-
H
2`10"
3'-3"
N-7"
N-9"
4'-13"
4'-2"
4'-5"
4'-7-
L
.9 -5'"
r-2'"
B'-6'
W-2"
10'-2"
10' -Ir
12'-7"
17-11"
3
o
P-1O"
V-2"
3'_8""
y_Q""4,-1""
4'-r5'
2Ve'
t"O
0'-ZVj'
0'-4"
W-4111'
W-04 "
0" -5"0'
-ft,
b
0'-2W
0'-2Y4
0'-3"
CUBA; YARDS OF CONCRETE
CONG.PIPE
1 0.502
0.$56
1.236
1 I.600
I 1.$11
1 2.101
1 2.512
1 2-601
SFE E
ATM
WFERENNCECS STANDARD ENDWALL FOR PIPE CULVERTS
RE
12"-36" CIRCULAR AND 23"x14" -53"x34" ELLIPTICAL PIPES
302 VIRGINIA DEPARTMENT OF TRANSPORTATION
s Fy
Fyw
w
z
0
U)
z
Z
J
0
U
w
(A
Q
}
Z
LUW
cemOlt
UjCD
❑
o
Ln
Z
z
w
z
O
t�
0
V)
E:
0
U
V)
In
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L
a
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CD
v
s
7
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s
3
rn
c
0
C
0
v
r`
C
Q
C)
0
a
0
0
2
fnC
P
0
m
0
I-
41
U
I=
0 V,
O
I --i
UIU3
0
CL2
O
3
v
V7
7
0
c
s
UI
c
a
tZ
LJ q
v
IN LL- o
r y U
P
t1
P
C
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i
O
C,7
z_
w
W
CD
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W
z
J
0 c7
C�
O
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o
i
U
X
ID
s
v
O
In
C
E
Uj 3
L U
1� J, O
Lu
LU N
U
JOB NO.
182152
SCALE
AS SHOWN
SHEET NO.
f