HomeMy WebLinkAboutSDP202000042 Plan - Other (not approved) 2021-03-15GENERAL NOTES
OWNER:
IMP 45-112F1; IMP 45-112F2; IMP 45-84A; & IMP 45-85
BERKMAR DEVELOPMENT, LLC
2496 OLD IVY RD
CHARLOTTESVILLE, VA 22903
ENGINEER:
COLLINS ENGINEERING
200 GARRETT ST SUITE K
CHARLOTTESVILLE, VA 22902
(434)29J-3719
TAX MAP NO.:
04500-00-00-084AO, 04500-00-00-08500, 04500-00-00-0112F1, &
04500-00-00-0112F2
TOTAL AREA:
IMP 45-84A: 6.892 ACRES IMP 45-112F1: 0.571 ACRES
IMP 45-85: 0.777 ACRES IMP 45-112F2: 0.538 ACRES
TOTAL ACREAGE. 8.778 ACRES
ZONING:
R-6 RESIDENTIAL, CLUSTER DEVELOPMENT
AIRPORT IMPACT AREA & STEEP SLOPES OVERLAY
PROPOSED USE.
52 SINGLE FAMILY ATTACHED RESIDENTIAL UNITS
DENSITY.•
ALLOWABLE BY -RIGHT DENSITY: 6 DU/AC
PROPOSED DENSITY: &778 ACRES x 6 UNITS / ACRE = 52 UNITS ALLOWED
TOTAL PROPOSED DENSITY. 52 UNITS (6 DWELLING UNITS/ACRE)
OPEN SPACE.•
TOTAL OPEN SPACE REQUIRED (CLUSTER DEVELOPMENT 2590) = 2.19 AC
TOTAL OPEN SPACE PROPOSED: = 2.365 ACRES (26.99)
OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL
OPEN SPACE SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS
IN THE SUBDIVISION AND DEDICATED TO THE HOA.
TREE PRESER VA 77ON:
NONE REQUIRED WITH THE DEVELOPMENT
IMP 45-84 &`
45-84A2
PRESERVED/MANAGED
SLOPES: NO PRESERVED SLOPES ARE SHOWN WITHIN THE LIMITS OF THE PROPERTY. 4
ALBEMARLE
SMALL AREAS OF MANAGED SLOPES ARE LOCATED ON THE PROPERTY AND SHOWN ON
SOCIETY FOR THE
THE EXISTING CONDITIONS PLAN SHEET
PREVENTION OF
CRUELTY TO
ANIMALS, INC
BUILDING HEIGHTS:
MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET BUILDINGS SHALL BE 1
DB 2096 PC iff
STORIES IN HEIGHT WITH AN AVERAGE HEIGHT OF 20' TO 25.
SETBACKS:
FRONT 5' MINIMUM (18' MINIMUM FROM R/W OR EDGE OF SIDEWALK TO GARAGE) AND
25' MAXIMUM
LOTS
SIDE. • NONE - MIN. 10' BUILDING SEPARAT70N Lory
`\
REAR: 20' MINIMUM.
NOTE- COVERED PORCHES, BALCONIES, CHIMNEYS, EAVES, AND THE LIKE
ARCHITECTURAL FEATURES MAY PROJECT NOT MORE THAN FOUR FEET INTO ANY
REQUIRED YARD PROVIDED THAT NO SUCH FEATURE SHALL BE LOCATED CLOSER THAN
SIX FEET FROM ANY LOT LINE.
SUBDIVISION STREETS: CURB & GUTTER - /
\ LOT3
WATERSHED: SOUTHFORK RIVANNA RIVER WATERSHED \ L`
v
AGRICULTURAL/ FORESTAL DISTRICT NONE Lorz
TOPO & SURVEY. TOPOGRAPHY PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES, ✓UNE 2018. THE
LOTi
BOUNDARY LINE INFORMATION IS PROVIDED BY ROUDABUSH, GALE, AND ASSOCIATES. ` -
INFORMATION FIELD VERIFIED BY COLLINS ENGINEERING JUNE 2018.
DATUM: NAD 83 OPEN SPACE
EXISTING VEGETATION: PARTIALLY WOODED (IMP 45-112F1&45 112F2 ARE WOODED & IMP 45 84A&45-85
HAVE BEEN CLEARED AND WERE PREVIOUSLY USED AS A CONSTRUCTI0N STAGING SITE.)
LIGH77NG: NO SITE OR STREET LIGHTING IS PROPOSED W17H THIS PROJECT. ANY SITE
LIGH77NG SHALL CONFORM TO ALBEMARLE COUNTY ZONING ORDINANCE REQUIREMENTS.
PARKING: 52 SFA UNITS = 104 OFF-STREET PARKING SPACES REQUIRED
MINIMUM (1) DRIVEWAY SPACE + (1) GARAGE SPACE
TOTAL PARKING PROVIDED: 104 OFF-STREET PARKING SPACES
GUEST SPACES. • 1 SPACE PER 4 UNITS = 13 SPACES REQUIRED
PROVIDED GUEST PARKING SPACES (ON -STREET PARKING) = 13 SPACES + (2) FUTURE
PARKING SPACES (THIS IS WITHIN THE ALLOWABLE 201- PARKING INCREASE).
PHASING: THIS PROPERTY SHALL BE DEVELOPED WITHIN 1 PHASE
BUILDING SITES: PARCELS 1-52 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH THE
REQUIREMENTS OF SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE.
BURIAL SITES: TWO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THE SITE THESE
CEMETERIES WERE FIELD VERIFIED AND DELINEATED BY DARBY O'DONNELL, LLC IN \ -
NOVEMBER 2018. FIELD EXPLORAT70N WAS PERFORMED AROUND THESE CEMETERIES
WITH A PERMIT FROM DHR AND THIS SITE PLAN REFLECTS THE FINAL LIMITS OF THE
2 CEMETERIES ONSITE. THE FINAL CEMETERY REPORTS WERE SENT TO DHR IN
DECEMBER, 2018, IDENTIFYING AND ESTABLISHING THE LIMITS OF THE CEMETERIES
AS CURRENTLY SHOWN ON THIS SITE PLAN. EACH CEMETERY SHALL HAVE A
PERMANENT BLACK FENCE INSTALLED AROUND THE PERIMETER OF THE CEMETERY
LIMITS WITH A GATE FOR ACCESS.
STREAM BUFFERS: NO STREAM BUFFERS ARE LOCATED ON THESE PROPERTIES OR WITHIN THE LIMITS OF
THIS PROJECT AREA.
FLOODPLAIN: THIS PROPERTY IS NOT IN A FLOODPLAIN ZONE AS SHOWN ON FEMA
MAP1151003CO229D, DATED FEBRUARY 4, 2005. THIS PROPERTY IS NOT LOCATED
WITHIN A DAM INUNDATION ZONE.
RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT AS SHOWN ON THE PLAN,
SEE SHEETS 7 AND 8 FOR DETAILS.
LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE
WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTION 32.7.9 OF THE
COUNTY CODE. A LANDSCAPING PLAN WILL BE PROVIDED WITH THE FINAL SITE PLAN
(SHEETS 19 & 20) 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 50' O.C. IN ACCORDANCE WITH VDOT
AND ALBS. CO. STANDARDS
TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER.
RECREATION AREA: REQUIRED RECREATI0NAL AREA: 52 UNITS x 200 SF = 10,400 SF
PROPOSED 10,400 SF (0.24 AC) INCLUDING (1) TOT LOT (2,515 SF) & (1) RECREATION
FIELD (7,885 SF)
TOT LOT AREA SHALL INCLUDE THE FOLLOWING, AT A MINIMUM:
ONE (1) SWING (FOUR SEATS) '>
ONE (1) SLIDE WITH TWO (2) CLIMBERS
ONE (1) BUCKABOUT OR WHIRL
TWO (2) BENCHES
RECREATIONAL PLAYFIELD
OPEN SPACE.• STREAM BUFFER OPEN SPACE. N/A
REC. AREA OPEN SPACE: 14,335 SF (0.J29 AC) (0.24 AC MEETS ACTIVE REC. REQ.)
OPEN SPACE. 62,200 SF (1.428 AC)
STORMWATER POND OPEN SPACE: 26,485 SF (0.608 AC)
TOTAL OPEN SPACE: 103, 020 SF (2.365 AC)
OFFSITE EASEMENT ALL PROPOSED GRADING SHALL BE CONSTRUCTED ON SITE WITHIN EXISTING
BERKMAR OVERLOOK
FINAL SITE PLAN
SDP2020=42
RIO DISTRICT - ALBEMARLE COUNTY, VIRGINIA
45-76A
ESTES ISABEL T
DB 3 8 PC 386
LOTS
r r
r OPEN SPACE
IMP 45-76D
BRANDT, JOHN E
DB 1628 PC 12
WEBER, LEWI A LIVIN TRUST
\ DB 4 PC 441
n
IMP 45-76B
JOHNSTON, JACOBA KAY
----DB 3677 PC 444
/LOT7/ S34
LOTS \� OPEN SPACED:::'pG I�4
IMP 45-75
LOT \ \ : i - WEBER, LEWIS A LIVING TRUST
e DB 499E PC 433
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ALBEMARLE S CIETY FOR THE 47
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ANIMAL ,INC - LSJT zq
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DB 5108 P 549
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IMP 45 82
N/F THIRD MESA, LLC
DB 5002 PC 606
\
IMP 45-82A
N/F THIRD MESA LLC
\ DB 4841 PC 138
LOT z6 \
IMP 45-81
N/F THIRD MESA LLC
iI LOT 3z 11 1 � ' II \� DB 4841 PG 138
I IIII 111 LOTS LOT 3z 1 1
LOT III LOTS 11\ I LOT z7
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IMP 45-86
N/F ALBEMARLE SOCIETY FOR THE
PREVENTION OF CRUELTY TO ANIMALS INC
DB 2096 PC iff
\ IMP 45-112F
\N/F FOUNDATIONS LLC
CIO FOUNDATIONS CHILD DEVELOPMENT
\ DB 2834 PC i _
\
\
\
\
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RIGHT-OF-WAY, OR WITHIN EXISTING EASEMENTS.. NO OFFSITE EASEMENTS ARE NEEDED FIRE FLOW CALCULATION: AREA CALCULATIONS
NOTES: PROPOSED WITH THIS DEVELOPMENT. LAND USE AREA ACREAGE
1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FOREST DISTRICT. NFF=(C)(0)[s+(X+P)] =1,750 x o.85 x [1+(0.22+o)] =1,815 GPM x o.5o (SPRINKLERS) = 95o GPM NFF LOTS 4.340 AC (49.4%)
2 ONLY 1 DWELLING PER LOT SHALL BE PERMITTED. n * * A OPEN SPACES 2.365 AC (26.9%)
c) — — —
C-i8FA o. -i8 i. 6 0 0. -i oGPM ROUNDED
( ) 5 53,3 5 75 (ROUNDED)
RIGHT OF WAY 2.073 AC ( 23.7/0)
3) ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO EITHER PUBLIC USE OR PRIVATE USE, AS SHOWN ON THE PLANS. CONSTRUCTION TYPE - CLASS I WOOD FRAME CONSTRUCTION=1.5 TOTAL: 8.778 AC
4) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREET 50' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY A=2FLOORS X i,8i5SF=3,630SF(TYPICAL TOWNHOME)
STANDARDS. 0 = OCCUPANCY FACTOR = o.85 FOR C-2 COMBUSTIBLE
5) THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE. X=0.22 FOR o' AWAY BUILDING EXPOSURE BETWEEN i-ioo FEET
TRIP GENERATION CALCULATIONS P=o FOR BUILDINGS RATED SPRINKLERED NOTE: PERCENTAGE OF OPEN SPACE OUTSIDE OF
TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (ioTH EDITION) 5o% REDUCTION IN NFF FOR AUTOMATIC SPRINKLERS ALL STORMWATER MANAGEMENT FACILITIES,
52 SINGLE FAMILY ATTACHED UNITS - CODE 220
ADT: 381 VPD (igo.5 ENTER/ igo.5 EXIT)
AM PEAK: 24 VPH (6 ENTER/ 18 EXIT)
PM PEAK: 29 VPH (18 ENTER/n EXIT)
STREAM BUFFERS, FLOODPLAIN, AND
MANAGED/PRESERVED SLOPES = 74%-
THIS AREA IS GREATER THAN THE REQUIRED 20%.
GENERAL BUILDING DEPARTMENT NOTES.,
1. WHERE 7HE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW 7HE ELEVA77ON OF THE
MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES
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 7HE ELEVA77ON OF THE MANHOLE COVER OF THE NEXT
UPSTREAM MANHOLE IN 7HE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER
VAL VE.
2. DUE TO REQUIRED DISTANCES FROM LOT LINES AND STRUCTURES AS REQUIRED BY THE NFPA,
UNDERGROUND PROPANE TANKS MAY BE PROHIBITED. THE BUILDER/DEVELOPER SHALL PLAN
ACCORDINGL Y.
J. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM 7HE MAIN TO THE STRUCTURE MUST
HAVE A VISUAL INSPECT70N PERFORMED BY 7HE BUILDING DEPARTMENT.
VICINITY -TAP
;SCALE: 1" = 2000
Sheet List Table
Sheet
Number
Sheet Title
i
COVER
2
EXISTING CONDITIONS
3
SITE LAYOUT
4
SITE LAYOUT
5
UTILITY PLAN
6
UTILITY PLAN
7
GRADING & DRAINAGE PLAN
8
GRADING & DRAINAGE PLAN
9
NOTES & DETAILS
io
UTILITY NOTES & DETAILS
ii
ROAD AND WATERLINE PROFILES
12
SANITARY SEWER PROFILES
13
SANITARY SEWER PROFILES
i4
DRAINAGE PROFILES
15
DRAINAGE PROFILES
3.6
DRAINAGE MAP
17
DRAINAGE CALCULATIONS
18
DRAINAGE CALCULATIONS
19
LANDSCAPING PLAN
20
LANDSCAPING PLAN
21
SIGHT DISTANCE PROFILES
22
SIGHT DISTANCE PROFILES
22 TOTAL NUMBER OF SHEETS
NOTE: IN ACCORDANCE WITH THE 203.8INTERNATIONAL FIRE
CODE FOR VIRGINIA, APPENDIX D FOR FIRE APPARATUS ACCESS
ROADS, A DEVELOPMENT MAY EXCEED 3o DWELLING UNITS ON
A SINGLE PUBLIC ACCESS WITHOUT HAVING TO PROVIDE A
SPRINKLER SYSTEM FOR THE UNITS IF IT WILL CONNECT WITH
FUTURE DEVELOPMENTS AND IS DETERMINED ACCEPTABLE BY
THE FIRE CODE OFFICIAL. THE CURRENT PHASE I
DEVELOPMENT IS PROPOSING 52 SINGLE FAMILYATTACHED
UNITS FROM THE EXISTING PUBLIC ACCESS ON BERKMAR DRIVE.
PRIOR TO ANY ADDITIONAL UNITS BEING CONSTRUCTED ON
THE PROPERTY (PHASE II), A SECOND ACCESS CONNECTION
SHALL BE CONSTRUCTED TO THE DEVELOPMENT, PROVIDING
TWO POINTS OF CONNECTION TO THE DEVELOPMENT.
LEGEND
ROADS
EXIS71NG CULVERT
a
0
CULVERT
0
DROP INLET & STRUCTURE NO.
CURB
CURB & GUTTER
O
0
PROPOSED PAVEMENT
EC-3A DITCH
DEPTH OF EC-3A DITCH
EC-2 DITCH
DEPTH OF EC-2 DITCH
,,,—•,•
EARTH DITCH
DRIVEWAY CULVERT
BENCH MARK
CLEARING LIMITS
T
zw EXISTING CONTOUR
y0p PROPOSED CONTOUR
240.55 VDOT STANDARD STOP SIGN
PROPOSED SPOT ELEVATION
APPROVALS DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNER/ZONING
ENGINEER
INSPECTIONS
A"
DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARMENT OF TRANSPORTATION
HEALTH DEPARTMENT
SCOTT/R. CB•LL
No. 35791
�0, 3/15/2021
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SE: RESIDENT
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/ EXISTING ENTRANCE �6 DB 5136 PC 015 / aTMP 45-89 / 5�— DEBRIS \\ — w I / /j / �
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BAC TQ THE CORP STOP w / \ / TO BE REMOVED p / / / TREE LINE
/ \ ASPHALT (TYPICAL)
/� P 7E /�E / / // — �� 536 LIMITS OF EXISTING
/ ESTES, sIBEL / w / \ l — —
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E oo,,, LINE TO BE VACATED DEBRI I / / 1 -/ � - - - _ - - - � �.
FENCE \ 'k CHAIN LINK L / IREMOVED
/ T¢ BE / v sas -
— / TO BE REMOVED — o — �^ � �s � FENCE tioE / I / I I / \ / / —�2-- ��
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DECIDUOUS TREES TO GRAVEL DRIVE MET RY / / I - -
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TRAILERS x 2 CON ETE \ / ° / � / \ — — — — � /
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TO BE REMOVED � � I / 9R / / / / � � � \
65'x90' 1 ' TO BE /REMOVES / /\ \\ / / / / / I, / / /T' ' — — �22- — / / BE REMOVED & REPLACED
/ v BUILDING / / A \� A 1EXISTINGMIXOFEVERGREEN EXISTING ENTRANCE//
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\ \ TO BE REMOVE \ \ CONCRETE /�\BE REMOVED T
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I / / I \ CULVERTS TO BE REMOVED. THE EASTERN
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BUILDING \ l \ `\ l I / IE j/� ' ti� \ \\\ I / PROPERTY LINE, AND FILLED WITH FLOWABLE
TO BE REMOVED r / I / / / �\ �\ / FILL. THE WESTERN 024" CULVERT SHALL BE
CEMETERY \ 1 / \ \ 1 / //
MODIFIED TO HAVE A NEW UPLAND DOGHO
USE
MH. BOTH 024" CULVERTS SHALL REMAINHEA =Q
UNDER BERE.
BUILDING
/ APPROXIMATE TO BE REMOVED 41
/ s LOCATION OF WELL \ \ \ I I I I I \ \I E \ \ \ �Q�)
/ PER DB 424 PG 152
TO BE REMOVED TMP 45-112E
/ \ CONCRETE I 1 GRAVEL AREA / MCMAWW, BRIAN J & STEPHEN
TO BE REMOVE / STORAGE I \ (TYPICAL) I 1 ) / ��_ �tia 4��
/ -VON ST � iC
/
BECONTAINERS
EMOVED / \ 1 I // / I \ //// �QL�o 11 / 4 \4 /
DB 1453 =HC - -
CHAIN LINK / ( \ \ / \ / '` � 1 � ti�
T P 45-84 & 45-8 2 / I \ \ \ / Q a / y / / - \ ZONINGCAN
_ _ FENCE / / \ < \ / / o �� m I gS / USE: VACANT
A SOCIETY FO THE ® - - TO BE R MOVED \ \
\ / \ N \ \ / / 4}�`� I •` XIS
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PREVENTION OF CRUELT TO \ �J / \ "s WOOD FENCE \ Q 4�
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USE: VACANT \ PTO BE REMOVED
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R6 RES fAL_ _ ti I & DECIDUOUS TREES T / / \ V / / TMP 45 112F
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\ av z ' E/ \\ / DB 2834 PG 001 \ I
/ TMP 45-86 3 - - = ; ( / \ I I ( USE: DAYCARE CENTER / LIMITS OF EXISTING /
ALBEMARLE SOCIETY FOR THE - 22 I / ti6 \ \\ \ \ \ 6 RESIDENTIAL / CURB AND
/ \ PREVENTION OF CRUELTY TO\\ LANDSCAPING ISLAND \
ANIMALS, INC I / \ \ TO BE REMOVED
DB 5108 PC 549
I I OF Nil - / `� >>>f� 15°'� I / / \ \ \� \ \ oo=� R R
TMP 45-1/12
WOOD, STUARD R. JR &
MARGARET E.
, ' J . - - DB 4751 PG 579
TMP 45-86 / / I
�' / / / �i / ZONING=HC
_ - - ALBEMARLE SOCIETY FOIE THE - - - _ _ / / / r / /
NOTES: ' PI'EVENTION OF CRU�TY TO / _--E - // / i // // / 2 / / USE: VACANT / I
/ //
1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA MAP ANIMALS, I� / DB 2096 Pp III
/ NUMBER 51003CO229D ADOPTED FEBRUARY 4, 2005. / USE: KENNELS
/ 2. TOPOGRAPHY PROVIDED BY ROUDABUSH & GALE, FIELD COLLECTED IN JUNE, 2018. - - - - - - - - - - - - - / / Cl COMMERCIAL
/ THE BOUNDARY LINE INFORMATION IS PROVIDED BY ROUDABUSH, GALE &
ASSOCIATES. TOPOGRAPHY HAS BEEN FIELD VERIFIED IN NOVEMBER 2019. - _ _ _
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. / / / / \ \ / / / / / / / \ \ - - - - - -
/ 5. BUILDING 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 — / \ \ / / / / _ _ \ \ I 1 I �P Q ph \ ,�� Q' w
REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3580 x131.
6. ALL EXISTING BUILDING WATER LINES FROM THE WELL AND EXISTING DRAIN LINES
— — AND DRAIN FIELDS SHALL BE REMOVED IN ACCORDANCE WITH VDH GUIDELINES
AND REQUIREMENTS.
7. ALL OF THE INDIVIDUAL INTERNAL PARCEL BOUNDARIES WILL BE VACATED WITHIN —
THE PROJECT BOUNDARY. - - / / / / / / / / / / / / 1 / / / / J �� �Y / \
--- _ 8. DRAINFIELDS EXIST ON THE PROPERTY FOR THE EXISTING STRUCTURES. THE / / / JO �� GEPHIC SCALE
LOCATION OF THE DRAINFIELDS IS UNKNOWN. THE EXISTING DRAINFIELDS SHALL
BE LOCATED AND ABANDONED DURING CONSTRUCTION IN ACCORDANCE WITH VDH
GUIDELINES AND REQUIREMENTS.
IN FEET )
1 �nch = 40 ft.
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JOB NO.
182152
SCALE
lit =40'
SHEET NO.
2
co v' LOT49 „ o I - - vvllnzontr»rr \\ \ �g �` 9 / R
+ PROPOSED OPEN SPACE C \RECREATION P 9 D.B.PG.
I N o PLAN' sTR P �24 CONCRETE DETAIL.THIS SHEET TOT LOT o.3z9 ACRES \\\FIELD \ o �SE o ytiy� Albemarle County
z' ENCROACHMENT y1O C FI c� ^ N 114 I N 2,515 Sf OP N SPACE HEREBY j;�g5 5f PROPOSED VDOT OO F ON e y5x5 Public Road Acceptance Procedure P!CON
Mlfl•1. FI 'I 2 • eSEE SHEET 3 \ STD. CG-12 (TYP.) \ D°1 IA° LOT DEDI ATED TO THE HOA \ �z TMP 45-82(TYx 44 A ip FOR EQUIP..-z DESIGN PROPOSED 6' \ o- aN F THIRD MESA LLCThe rocessin and ins ection of ublic roads is administered b VDOT. The Coun is not involved in T N D 'PROPOSED STREET o ' °' / P g P P Y $'z5'MA). SETBACK s ma ^ o PLANTING STRIP a ra this rocess until the road is read for acce tance. When the road is read for acce tance, rovide theEP �s \ — _ P Y P Y P P
LOT 48 - E p s � � SIGN (TYP.) � o° 'O o-
'MAX. SETBACK \ x C — ZPROPOSED VDOT Z (6) PROPOSED ON -STREET \ \ Z y5 F \ ° following items to the County.2'ENCROACHMENTSTD. CG-gD (TYP.) 11zDPARKING SPACES (8'xzo') ° yy,00 / \ 108' m14, \°$ TMP 45-82A 1. Inspection Request and feeoLOT-43— �c ° : C_\ym ,
^ tP N/F THIRD MESA LLC A form and fee are required for each project as indicated on plans or bonds, or as requested for board resolution if p�
+ o, -• x5./ P o smaller phases or individual roads are recommended for acceptance.
i' l
o -. '�5 Cn78 A 3 >< PROPOSED WALL In `., + +` :' '•, y4 c - 0 P P S G
DZN 1 ' n (' m I Raj 25' MAX. SETBACK o SpONAL E�
LOT 47 m� °- y^ - lX �? o MAX. HEIGHT=3' o n _PROPOSED�P SIGN (TYP. BON( / \ 2. As -built plan approved by VDOT, and copies of all recorded drainage easements, sight easements, and
PROPOSED STOP SIGN (TYP. - - ^ + a ' N \ F I+r o r \ right-of-wayplats. Plats should be copies ofthe actual recorded documents from the Clerk's office.
1'rENCROACHMENT I i�, Lo ^? c+ ,AJo-
- �yo ao Q1 'o.� _ � _ _ _ - - - - - - 14+pO o +r \ G .- o- L�T 24 \ An as built plan prepared n accordance with the County's As -Built Road Plan Policy is required. VDOT does not
Z • M TBAC� 12 + 5 - - - - - - - rri ° \ -7 N ROF OSED NO PARKING SIGN (TY J always follow this paperwork or policy, but for bond releases, especially where VDOT has not yet accepted the road,
°o o� ' FRONT SE - + - .... - - °G DISTANCE z8o' 13+5 j the minimum requirements of this policy must be met, if only to ensure that all improvements are in right-of-way and
N PROPOSED DRY CURB , CC
° 9' N PROPOSED VDOTv yz+5o oo'R EE F_ _ m — 2oo'R 1 \ c ys \ \ PROPOSED WALL easements.
0 7`f- SEE DETAIL SHEET g I a a - R. _ y ..PROPOSED STREET SIGN (TYP.) MAX. HEIGHT=z' 3. Written documentation of acceptance from VDOT for the entire roadway or for completed items.
o ; + STD. CG 12 (TYPJ - \ d -
:oP PC: i0+1i. 6. +p0-rt --il�i{iTF}` - 1 __-_ - T': s- , .. Tp` \ _-. ,p. o 2 p No \ Formally, this is sent directly to the county on an AM-4.3 from VDOT, when VDOT requests that the Board of m
_ -p - �O 1z T - I t p, • ' L, a:' • •` { , ` _ e ' v>3o - 1, \ \ } .t .- o, LOT z5 C` \ Supervisors pass a resolution of acceptance. After the resolution of acceptance is sent to VDOT, it is usually about six F
11+00 ° 3 m r T ' _ \\ l +� N / weeks before actual acceptance takes place, and VDOT issues a formal memo to the Cowrty with the road additions and z
'R LILI
0 .11+ o m - _r 3 �' ' - z 8' . 11 - \ coo- 'y ? °' m o new route numbers. This final notification is needed for bond release. For partial bond releases prior to this, some f
-� - 335 I' 0 5 - `1g`, - • PRO POS E D V DOT \ n yy1 (Y \ correspondence from VDOT for items inspected and approved is necessary. This is usually in the form of letters p
O+oO 10+50 PROPOSED STREET SIGN (TYP. -'�. t - -o '. - 20' STD. CG- D TYP. Il N - - N� \ a rovin coin action re orts, CBWs, avement cores, i e video, or other items where artial release is so t. A U
1 -. 9( ) approving P P P pipe P »8h
i T_ •t -, - ;. .•. • VARIABLEWIDTH Ili ii: (TYP.) -_-1 11 o..,.\ \ 1'-ENCROACHMENT finalpuncHistinspectionreportfromVDOTcanbeusedforapartialbondreease,butonlyifoutstandingitemsareTot w H
H. 83 CK WALL MAINTEN o 28' WALLAND _J z
VDOTSTANDARD °, ETBA ANCE PROPOSED NO PARKING SIGN r.. too broad. Ifthe punchlist is not official, and only a courtesy review, it carries much less weight. In any case, ifthere U w
T_, 2o'xzo' ` 11 o _ \ LOT z6 MAINTENANCE EASEMENT
TYPE3BARRICADE w. „zg S \ EASEMENT )i i.", MIN.) y$ \ N are problems meeting the eligibility or occupancy minimums, and it is not known how long improvements may sit, or w F
20 _�o'xzo' ( Il- x \ \ \ D.B.PG. E
_ D.B. PG. -�-� ZO'Xzo' 1 1Z \ Q • G' o- need replacement, partial releases may not be possible. Z a' Z
(z) FUTURE NO STREET PARKING bl — �: —'�— a ; PROPOSED 6' PORCH & C (TYP.) zoxzo (MIN.) GARAGE QT'• _ \ v x
(MIN.) GARAGE 11` h •� ? N°- g U w
SPACES (8'xzo')SPACES SHALL BE H 20 CONCRETE SIDEWALK (TYP.) o PROPOSED NO PARKING SIGN (TYP.) - ' 117 N requested, p q Y Y w a z
t" ; 3 zo'xzo o GARAGE GARAGE m i IO \ Even if a band release is not re ueste an inspection from the County is required for an Count items, a w U O
STRIPED OUT As SHOWN UNTIL a N (TYP.) zo'xzo' zo'xzo' NI R - * R� PROPOSED WALL such as the street name signs, and an sidewalks or amenities that the Count required but VDOT will not LL U
(MIN.) I VAR.WDTHWALLAND n , iGS� gn Y Y q z m o w zo'xzo' 1= B maintain. This final inspection by the County must be performed before the road can be recommended to Z _ z w at
STREET IS EXTENDED INTO THE 20'x2o' zo'x2o' zox£o' (MIN.) (MIN.) GARAGE I 0 \ 1 ' �' UIUD� MAX. HEIGHT-6' o
ADJACENT PROPERTY \ 20' 20' —(Idl GARAGE GARAGE I MAINTENANCE EASEMENT l yo
U (MINA (MIN.) GARAGE (MIN.) o D.B._ PG. LOT 31 o I 1 ,11 - I \\ \ the Board of Supervisors for a resolution of public acceptance. County bond releases (or partial releases) O a z
GARAGE GARAGE I I GARAGE I ICI LOT 3z Ira 1 + 1 will be considered on public roads for all portions approved by VDOT. In addition to 1-3 above, the u LL m z oz$
PROPOSED NO GARAGE m O LOT 33 co It D °kl K. x \ fallowing items are required to be submitted for bond releases to be considered: �N/� w
PARKING SIGN (TYP.) I I In I t7 PROPOSED WALL n b or'1� j 7 W LOT 2 I \ V/ 0 r z
n LOT34 MAX. HEIGHT= m GO i 7 0 \ z z 0
\ rs LOT Z 4' \ „ o I m m I 1 4. Signed and scaled letter from a professional engineer listing and certifying that completed U
PROPOSED VDOT I Co ix LOT 6 35 IGII N I i o N CO z z U
/ o LOT 37 3 Un 1' ENCROACHMENT o w z I \ improvements are built according to plan. ut CO 0 Z
\ STD. CG-9D (TYP.) \ a o N LOT 39 I NI LOT 38 I 1O, ) U 4 O
° LOT 41 ;LOT 4o m Please do rot e-mail or fax copies of this letter. An original signature and certifying seal are required. Please do not > m U g w
P� LOT 4z r. •vI 1°� DECK �/ zQ ��3' use ualif in statements such as "it a eared", or "to the best of m knowled a", or" enerall in accord". w _J a
VARIABLE WIDTH I I 1O 3.0, DECK / I� N \ qualifying g PP y g "generally
W ¢ o
DECK .1 18' MIN. `: °- \ Improvements were either built to plan, or they were not. As -built measurements, construction inspections, and other F w
WALL AND MAINTENANCE I I 10' DI DECK / E I l ^x N ¢ a
--t I 2 - DZN o m field verifications should be cited and included. Tolerances should be noted. The items not built according to plan z
EASEMENT 1OI DECK p VAR. WIDTH LANDSCAPE _ J (TYP.) y�� o LOT28 o \. , . - p >
= iP E • m p A must be listed, with explanations. Deviation in pavement materials and thicknesses must be listed. If street trees or w w w
D.B. PG. - \ 10' I I 10' DECK DECK I Z, MAINTENANCE EASEMENT r 8' 1 ]o �� "' n o > \ ; ; sidewalks, or other items were moved, or added, this should be noted. If drainage changed, by addition or deletion of m
DECK D.B.PG. • • 4 h • o I - culverts, inlets, or re -alignments of pipes or grades, this should be verified by revised computations and attached to the
VAR. WIDTH LANDSCAPE 1O DECK + I \` j LU w
DECK I � � gn � � letter. If there are outstanding items or omissions, these should be listed. Graphics are helpful. In short, please provide w �
MAINTENANCE EASEMENT \ DECK J L 2 SIGHT DISTANCE 124' \ a
\ 20' REA SETBACK • ) o • more than a statement of opinion or assurance. Please demonstrate that the improvements and construction have been
D.B. PG. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4 28 0. ACRES D.B. PG. I 1 I I �I. �' { 0 9 Z N ID • \ 4 4 inspected, investigated and documented, and are certified in detail, and county staff will notbe in the position of w
OPEN SPACE B EASEMENT
1' ENCROACHMENT, e 3 399 + o LOT 2g n n \ discovering discrepancies and deficiencies in the field.
OPEN SPACE HEREBY T m o 5. Certificate of Completion w
TMP 45-86 2 28 -5� .... DEDICATED TO THE HOA • • e .. , PRC.• 32+6 /� \ s� This form must be received for release of a bond. It is available on the county website. In the case of reductions, a �
1 S430 31' 13.g8"W 194.83' 34' 28' 1z' 8J / \ I oe � letter listing the outstanding items that need to be completed before signing the certification is acceptable. It must be
ALBEMARLE SOCIETY FOR 3 11 0
PROPOSED WALL M ATC H L I N E S E E S H E ET // 0 9 m o \ P- \ signed by the owner. This form says all subdivision improvements have been completed. It also says that all
THE PREVENTION OF CRUELTY MAX. HEIGHT=5' VARIABLE WIDTH WA ND 4_ 1 / °� construction conforms to approved plans and any discrepancies have been approved by the County. Thismeanstheas-
TOANIMALS,INC. MAINTENANCE EASEMENT VAR. WIDTH LANDSCAPE S6So3o' o // D LOT3o builtplanshave been approvedbv VDOT, andthey have agreedto anydiscrepancies, which shouldbe documented in
D.B. PG. MAINTENANCE EASEMENT S634„ PROPOSED5' + // x PROPOSED 6' PORCH & ' s acceptance correspondence orpunchlists.
NOTES: D.B.PG. W z68 4 e e 4 ` e 4 CONCRETE SIDEWALK i r" /) ry, m 3' CONCRETE SIDEWALK (TYP.)-
1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE ; ; ; ; ; ; ; ; ; t t : t t PROPOSEDVDOT• - t I 1z7
-•..,..,.... I OPEN SPACE A
BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED STD. CG-6 (TYP) V �I — ; . ; ; ; ; o.6o8 ACRES
ENGINEERED DESIGN. e I OPEN SPACE HEREBY
EXISTING TREE LIMITS (TYP. • 1 � '• " PROPOSED 6' DEDICATED TO THE HOA
2. ALL OPEN SPACES ARE HEREBY DEDICATED TO THE HOA. I2I PLANTING STRIP
3. ALL NEW PUBLIC STREET RIGHT OF WAY SHOWN HEREON ARE HEREBY DEDICATED PROPOSED NO PARKING SIGN (TYP. III 111
TO THE COUNTY FOR PUBLIC USE WITH THE SUBDIVISION PLAT. \ PROPOSEDS' .• I 1 111 -0"6
4. MAINTENANCE OF ALL STREET TREES AND THE PEDESTRIAN CROSSWALKS SHALL BE CONCRETE SIDEWALK °+ I1Il PROPOSED NO PARKING SIGN (TYP.) , \ o
THE RESPONSIBILITY OF THE HOA. EXIST GNI ACCESS AND PARKING EASEMENT Till
1 i N
5. ACCORDING TO THE CODE OF VIRGINIA, SECTION 57-27.1, OWNERS OF PRIVATE TMP 45-112F FOR TMP45-222F, DB 2834, PG.1 i PROPOSED SWM
EASEMENT TO BE REPLATTED
PROPERTY ON WHICH A CEMETERY IS LOCATED SHALL ALLOW INGRESS AND EGRESS — N/F FOUNDATION LLC FACILITY.
AND EXPANDED WITH FINAL
TO THE CEMETERY BY (i) FAMILY MEMBERS OR DESCENDANTS OF DECEASED C/0 FOUNDATIONS CHILD SUBDIVISION PLAT, D.B.—PG.—
DEVELOPMENT
PERSONS BURIED THERE; (ii) ANY CEMETERY PLOT OWNER; (iii) ANY PERSON -I 1 w I ROPosEp SPEED LIMIT SIGN
BUMPER BLOCK
ENGAGING IN GENEALOGY RESEARCH, WHO HAS GIVEN REASONABLE NOTICE TO _ a
THE OWNER OF RECORD OR TO THE OCCUPANT OF THE PROPERTY OR BOTH. CONTRACTOR To STRIPE NEW PARKING t PROPOSED PEDESTRIAN
S SPACES WITH PARKING LOT IMPROVE ME; TS 1 CROSSWALK STRIPING \\
2' STRIPING TO PROVIDE 24' DRIVE + 2
Berkmar Overlook 15 PAR 1114 1 1 — — -O PROPOSED VDOT `
AISLE AND 18' PARKING SPACES - A cO STD. CG-1z (TYP.) SIGHT DISTANCE — — — - —
PAC S r 12: ASEMENT
e—
�� • • • , _OW
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1 / '�..M.0 • aim
TMP 45-81
N/F THIRD MESA LLC
kMirade SWING GATE AND FENCING PER
AEGIS
San' TAR, MAGESTIC - AEGIS
PLUS SEE SHEET 4
Berkmar Overlook - Proposal A
Charlottesville, VA
SWING GATE AND FENCING PER TIMBERCPENING
KI
AMEMSrAR, MAGESTIC-AEGIS
PLUS SEE SHEET 4X103R
BENCH CONTEMP &(I KIND INK;
MWQWM
Site Concepts L.L.C.
PO B.235 PHCTE
3VPW
ARCH SNUG FIRAME
]1E8R2
EELT SEAT
W2W
FRICTION
37XOLACK T
32'941•BLACK
93116TPN
CANYON \ \
CLIMBER \\`
]ram
ADA STAIRS
2• m9E
7189589
GRnOVE II
SLIDE
]1NM
68 DEG
TOTSEATe
990
L-SLIDE
],BaDT,
,RAN9MEN TOTRGCI(
POINT CAMBER
]1885135) ]18]87
RISKMANAGEMENTSIGN-ENGUSH e
]8] n mL9ER0
XI TIN 5 I
w
—w
w IN
90 TIE-IN PROPOSED 5' COI
SN�OQSIPNCE3' SIDEWALK TO EXISTING SID
]]SITE BENCH DETAIL
I
rECYC1ED
MIRACLE TIMBERS
41012R
BENCHCO RIEMP Healy) ING
M
SWING GATE AND FENCING IMMEDIATELY ADJACENTTO TIMBER
KIT PER AMERISTAR, MAGESTIC - AEGIS PLUS SEE SHEET 4
To promote sate and proper equipment use
Dy children. Miracle recommends the
THE
LAR009844068930574
PLANAR
Install Won ofeaher a Miracle safety sign or
LAYOUT
COMPLIES TO ASTWCPSC
other appropriate safety signage near each
TO THEE
and
(PER MIRACLE RECREATION)
PORTABLE I . I 8 I C I D 1F c
a.1 F. s s] ] 1e• n ] 4' a sE1a' to ] e• u• z] a ,a' a �l
,ua 145P 1e era v]
E —
-F
INGROUND A e e g E f c n
en awrc ]z ]e s]] ro ]I], eel ID a IS 193L 2Dl
oY5 ram Ia]! Ife] RD&Ia lao 3U .1 e9a sI1
F�A �G
F
E — T D
c
I—B� H
SURFACE A e c o E F o x I
a'N GCK )3] 5]]e 19 ]13♦ a51 ID d IS IB 35 5-
oK ramI laY 1 1457 I'ani exi I lao 3N .YI Ne ISi
14
PROPOSED STOP SIGN (TYP.) _-
SIGHT DISTANCE _
EASEMENT
mD.B.PG. o DRIVE
BERKM TE 1403
STATE ROU
NCEORSOP
To NE REST
CETO NEAREST DjNTERSECTION = 2,160
:BETE DISTAN CTION =35°
NALK INTERSE
I
24
PO CH/
DECK/ n
PATIO
�oI VILLA UNIT
GARAGE
20'X20' PORCH
MIN.
20.7'
DRIVEWAY
i8' MIN.
I
20' WIDE
DRIVEWAY
P/L-
I I
i 1\
TYPICAL UNIT LAYOUT W/ DRIVEWAY
(N.T.S.)
LOT
NUMBER
LOT
AREA SF
LOT
AREA AC
1
3,703
0.085
2
3,093
0.071
3
3,920
0.090
4
3,615
0.083
5
3,311
0.076
6
4,574
0.105
7
4,182
0.096
8
3,267
0.075
9
3,136
0.072
10
3,136
0.072
11
3,877
0.089
12
4,051
0.093
13
3,180
0.073
14
3,093
0.071
15
3,093
0.071
16
3,180
0.073
17
4,269
0.098
18
4,051
0.093
19
3,223
0.074
20
3,136
0.072
21
3,136
0.072
22
3,223
0.074
23
5,314
0.122
24
4,312
1 0.099
25
3,180
1 0.073
26
4,05E
1 0.093
omommili/11
POSED MILL & OVERLAY.
DETAIL, SHEET 9.
LOT
NUMBER
LOT
AREA SF
LOT
AREA AC
27
4,704
0.108
28
3,180
0.073
29
3,267
0.075
30
4,138
0.095
31
4,269
0.098
32
3,093
0.071
33
3,223
0.074
34
4,008
0.092
35
4,269
0.098
36
3,485
0.080
37
3,311
0.076
38
3,833
0.088
39
3,790
0.087
40
3,093
0.071
41
3,049
0.070
42
5,532
0.127
43
3,1133
0.088
44
3,180
0.073
45
3,223
0.074
46
4,095
0.094
47
3,920
0.090
48
3,049
0.070
49
3,093
0.071
50
3,136
0.072
51
3,180
0.073
52
3,790
0.087
4.10-111112RF IDIVdGlIq 71M
II EXISTING 20' SANITARY
SEWER EASEMENT
�DB.5z3z, PG.243-256
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JOB NO.
182152
SCALE
1rr = 3Or
3
%T
IV
VAR. WIDTH LANDSCAPE _ TOP 5 & PLATE WELDED
_\\ w `W AINTENANCE EASEMENT / TO POST GROUND SMOOTH^ T{
= D. B.PG.
PROPOSED MILL & OVERLAY. 2-1/2' DIA- GALVANIZE
SEE DETAIL SHEET D
r STEEL POST. PAINTED WITH
/ / 2 GOATS OF PRIMER SCOTT R. CiTLLINS'Z
\ \ w z2' EMERGENCY / AND INSIGNIA YELLO o
C� No. 35791
N58° \ w ACCESS EASEMENT O 4 �q
H� = zS•45.ty••F �i6 \ D.B.PG. / / 3/4' DIA. STEEL PIN W/ HEAD ��.c, 03/15/2021
S/ NT 6y W W/ 3/8' DIA- HOLE FOR ASS �Gt
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NOTE: PRIVATE PRESSURE REDUCING VALVES WILL ■ ■ :� ■ ■
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4. RFORM TEST PITS TO VERIFY HORIZONTAL AND VERTICAL LOCATION, PIPE SIZE
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WITH PROPOSED 12"x8" T.S. & V. 4p 03/15/2021
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HYDRANT ASSEMBLY / ROPOSED 8" 22.5° BEND 0 W 2. CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION, THE OUTSIDE DIAMETER AND THE PIPE MATERIAL OF THE 12" WATERLINE w
LOT 5 \ / / 3 PRIOR TO ORDERING THE TAPPING SLEEVE. RWSA SHALL BE CONTACTED 3 BUSINESS DAYS IN ADVANCE OF THE TEST PIT AND SHALL BE PRESENT u
ON DURING THE TEST PIT. THE TAPPING SLEEVE SHALL BE APPROVED BY RWSA PRIOR TO BEING ORDERED. THE TAPPING CONTRACTOR SHALL BE w
APPROVED BY RWSA PRIOR TO THE TAP. z 0�
/ LOT !} / / i /\ \Lu
ON SI �j� 3. A MINIMUM OF 3 BUSINESS DAYS' NOTICE SHALL BE GIVEN PRIOR TO INSTALLATION OF THE TAPPING SLEEVE. THE 12"X8" TAPPING SLEEVE AND VALVE (/� g w
13
,. PROPOSED 8" CL. 52 DI WATERLINE �O q?� RN\ SHALL BE INSTALLED PLUMB. FOLLOWING THE PLACEMENT OF THE 12"X8" TAPPING SLEEVE, A CONCRETE PAD AND THRUST BLOCK SHALL BE PLACED LL
/ LOT 7 \ \OH ��lY /� R�I%T� �Ai� W \ UNDER AND BEHIND THE TAPPING SLEEVE. Z o m o
\ I s3 S9 4. A MINIMUM OF 3 BUSINESS DAYS' NOTICE SHALL BE GIVEN PRIOR TO ANY TEST PITS OR CASING INSTALLATION. a Z a
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LOT 12 LOT 13 LOT 14 LOT 15
MH-22 NOTE: LOT 11 SHALL REQUIRE LOT 16 I \ \
R /
I \ LOT 3. ; ~ \\ \ ATRAFFIC-RATED ME IEIR BOX PROPOSED SANITARY SEWESERVICE LATERAL (TYP.) LOT 17 I \ oy
PROPOSED io' PRIVATE MH-zi \ \ / PROPOSED BLACK DECORATIVE N N o ..
/ PROPOSED WATER X o 0
SANITARY SEWER EASEMENT FENCE WITH GATE AROUND CEMETARY
EXISTING LOT 18
\ SERVICE LATERAL (TYP.) I \ F N N
� J_ —� I �
\\U�� CEMETARY \ I — m�
\� PROPOSED 20' PUBLIC N ,
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\ UTILITY EASEMENT � XISTIN s � \ / \ \ /
— \ D.B. PG. _'�_1 H 1 EMETA Y 5 S LOT 19 01
PROPOSED 20' PUBLIC \
/ L9
UTILITY EASEMENT T 20 i
PROPOSED BLACK DECORATIVE — ' ,Nr D.B.PG. LO \� oy
FENCE WITH GATE AROUND CEMETARY \ _ 7+76 a E PIRE STREET I H �4 \ \ \W
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\ 1 LOT OT 21 52 \ I� p BLI RIB^1� — Mi6+oo \ \\ \ co
\ � rA �rt D.B._�p �� / f s \�\ � L\ W � �
NOTE: LOT 20 SHALL REQUIRE
PROPOSED 8"x8" TEE- I :• .a r M A IC -RATED METER BOX \ (Y')
\ \ I LOT 51 PROPOSED FIRE HYDRANT• — PROPOSED FIRE HYDRANT �Z TRAFFIC -RATED LOT 22
& (2) 8" G.V. _ ASSEMBLY w/ 8"x6" TEE _ ASSEMBLY w/ 8"x6" TEE S% \ �i
N 01
\ \ LOT 46 I LOT 23 �� N Q
LOT So CV
\ \ - PROPOSED 8" CL. 52 DI WATERLINE / W
\ \ I I Lu
LOT 45 II I \ /
PROPOSED BLACK DECORATIVE MH-12 (n
\ I Ld
LOT 49 I o FENCE WITH z GATES / / / BLOW-OFFF ASSEMBLY J
\I I PROPOSED 8" CL 5z DI WATERLINE D i Q
\ \\ N 1 I I pT 44 I PROPOSED �jJ Z
8"x8" CROSS o s I --I <
\ LOT 48 I N & (4) - 8" G.V. 00 / — � - J
EXISTING 12' CAST ON
PROPOSED FIRE HYDRANT ` / \\ RWSA WATERLINE IRON O
-4 LOT- ASSEMBLY w/ 8"x6" TEE w / \
4 .PROPOSED 8" CLDI WATERLINE' / ROPOSED 8 LC 5z DI WATERLINE = O
\ (� LOT 7 H-20
3 I I . 52 3 / J
1 PROPOSED FIRE HYDRANT ( +00 a LO 2 / \\\ U O
\ ASSEMBLY w/ 8"x6" TEE_ — — — — VAR. IDTH 14 l PT 4 Y
PUBL C R/W) Q
1 +o0 9 P POSED 8"`x6"REDUCER �
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PROPOSEDD 8" CL. 52 DI WATERLINE J, I° 12+00 W LOT 25 W., O
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11+00 0 \N ul
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10 p0 \ \ �\ Lu Q
a _ PROPOSED8"x8'TEE 5
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-- - -- — rt — — MH-18 i
8" G.V. & PLUG _ I \ ` \ \ Lu
PROPOSEDWATER'._ t— — I—] H-1g '� I PROPOSEDSANITAR SY EWER \ \ LLI
O SERVICE LATERAL (TYP.) , .I PROPOSED 20' PUBLIC MH-10
�) TILITY EASEMENT I LOT 31 SERVICE LATERAL (TYP.) \I \
PROPOSED 1o' PRIVATE D.B.PG. \ i
SANITARY SEWER EASEMENT I NOTE: LOT 38 SHALL REQUIRE I LOT LOT 32 - �\
D.B.PG. I I ATRAFFIC-RATED METER BOX I LOT 3 33 \ I LOT 27 II \
\ PROPOSED SANITARY SEWER
\\ SERVICE LATERAL (TYP.) LOT 39 I LOT 38 LOT 37 LOT 36 LOT 35 III j 3 I I \ I CCN
\ LOT 41 LOT 4o I I _ \ CV
\ LOT 2 I I PROPOSED 6" CL. 52"DI WATERLINE . I • • \
LOT 28 I \
I I \\
_ —
o° PROPOSED 20' PUBLIC \
UTILITY EASEMENT \
\ _ — — — — —_— —_ _ _ — � — — -- = = _ — PREHYDRANT — I I III D.B.— LOT 2 I I I \\
GRAPHIC SCALE — — — — — ASSSEMBLYw/6"xx6"TEE
I I 9 I I \
30 0 15 30 60 120
MATCHLINE - SEE SHEETS O
( IN FEET) X % NOTE: PRIVATE PRESSURE REDUCING VALVES WILL PROPOSED WATER LOT O
1 inch = 30 et. BE REQUIRED AT THE SERVICE CONNECTIONS. SERVICE 3
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JOB NO.
182152
SCALE
111 _ 301
SHEET NO.
6
V A
F E=56i.5o OT 44 ::: :�.:� � 4a:ge :/• - zs :,.•' y5 \ � L \ \ � / i ,�,TH OF
•9. I ;I /" PROPOSED YARD DRAIN
5o F G R=56i.00 I Nx
55 PROPOSED WALL o 547'
(MAX. HEIGHT=3')
sasiEP O SCOTT R. LLINS'Z
LOT43 YD-1
' FFE=56o.83 \
GAR=56o.z3� I I lzB 1oB \ x5o / PROPOSED RETAINING WALL EASEMENT / / pro 03/15/2021 �4
PROPOSED 20' PUBLIC I - - - \ ; / D.B.PG. ��SSIONaL E�Gt
55 •6 DRAINAGE EASEMENT - "' - �' - - •' - ----- / -ate i / YD-zz \ \ \ /
f D.B.PG. a5. eP SWEDE STREE 543 P�
ss
FFE=54133/
55 - _ - - PIIBLIL - 3c43? A GAR 540.67
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1
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_ �n 547.02 \ D.B._PG. PROPOSED WALL
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AR= 37 3 �z \ z
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PROPOSED PRIVATE ATC INE- EESHEET 8 53 �a DRAINAGE EASEMENT \ 1
n D.B.—PG.— \ \
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PROPOSED z0' PRIVATE o s2 GAR=526.67
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DRAINAGE EASEMENT / D.B.—PG.— 523 0 I LOT 30
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D.B. PG.
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PROPOSED 20' PUBLIC M FACILITY
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DRAINAGE EASEMENT
D.B.PG.
cy'
38B PROPOSED VDOT STD. -
WITH RIPRAP OUTFALL �� = i
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w
JOB NO.
182152
SCALE
In \` I SHEET NO.
7
W H \ / F
T0
t\v_ w
O SCOTT R. LLINS Z
\ u No. 35791
03/15/2021
\ PROPOSED VDOT STD. ES-1 W
570 0
CULVERT
PROPOSED 1o' PRIVATE V A \
ti PROPOSED VDOT STD. ES-1
DRAINAGE EASEMENT cc)/ h/ �° WITH RIPRAP OUTFALL
D.B.PG. LOT 6
PROPOSED PRIVATE YARD GAR7z 2..0
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& ROOF DRAIN SYSTEM / \ \ w
GAR=572.00 x4or6
V A \ V� U w
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/ FFE=572.50 - �\ O��g / / / aLu
GAR=572.00 �'S - - 5 , \ . rLu
°ss• / LOT 18 ST�T� pU�RO\W \ \ \ Z o Z a
FFE=570.83 a a z 3
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LOT 8 � \ ° - , � �,,,♦ U
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a1 W Sea. L bdy \ YD-17 � YD-i6 D.B.DBPG. w m � Q w
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FFE=569.5o YD- g ����\ W a -j -
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_ YD-6 / S� \ OT & ROOF DRAIN SYSTEM z w w w
5 J zs i LOT s \ / '�� \ ° 9 LOT 10 56� °� \
1 FFE=572.67 -7 1 - w
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3AR=568.33 / \ YD-i4 \ 0
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FFE=s72. 0
_� FFE=568.z7 LOT 13 LOT 1 \ \
GAR=571-50
_ \ I 70. A $8.7.\' •'i _.S y. GAR=567.67 / I FFE=567.00 4 LOT 15 LOT 16 \ n \
GAR= 6 oo
s s LOT 17 � \ 3
5 s FFE=56567 FFE= 6 .00 FFE=563.67
\ - / _ \ \\ ,• I GAR=56367 GAR=563.0o GAR=561.67 FFE=562.33
FFE=572.00 s EP �j / GAR=56o.33 FFE=561.00
GAR=5713n OT 19- 56i T `!�.- Sef.Bov a \ GAR=559.00 \ 04
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6 \ ^ /� \ ' • a• $ al 5 / I _ 1 - I \ p \ \ / Q � N M N
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N 0 N
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CEMETARY \ \ m
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- GAR 556� 3 �L9
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6 \ •6 -n r \ \ a 563.8 EP 56z.$oFL S _ 3 559 9 _ $S - \ GAR 555433
S zr - 56397C 56z.o5FL - z. -
563z EP 55e.6° L7
FFE=568a7 0 564.irC 563 s TC l 1 -io c 16+00-�0 "
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LOT 2 cave_--1]+00- g pUBLI RAW) s 6'95 L \ m I PROPOSED WALL \ W
5 1 M17+So. (� 56i rc IS+ / h - FFE=55433 ' (MAX. HEIGHT=S') CGO
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\ GAR=565.67 1 _. " \ \ �.'\. FFE=S .00 \ \ Nt
LOT 51 0 - - - _ 6 r I� 346 \?sxoo 33 " ' 3 z /\ GAR=5 i.00 , m4 \ '
4 N z
FFE=564.67 , •V. _ \� LOT 22 YD-11 \ \ ---
LOT O 6 iS GAR=564.00 PROPOSED 10 PRIVATE LOT 2
\ h\ 8 56.55 DRAINAGE EASEMENT ` z FFE="'-00' \ \ R N J
\ \ FFE=56y.83 I 6z - 5S :g t L D.B.PG. \ \ GAR=549-00 / YD-10 P OPOSED GRADE IN EXCESS (V
\ \ \ GAR=56433 ; =, Tk 50.go 49, / OF3:1CONSERVATION MIX
W
\ \ OT 45 X R )POSED 20' PUBLIC. -- \REQUIRED (SEE LANDSCAPING7
FFE=562.83 I PROPOSED PRIVATE o DRAINAGE EASEMENT L� PLAN SHEET ig FOR DETAILS) > w Z
564.o LOT 49 GAR=562.33 ROOF DRAIN SYSTEM 5 549 30\ ,D.B. PG. / \ \ _ _
Q
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\ FFE-563 So j $6 .e' O $ .8 5F� z% z / L U)
GAR=563.00 u o _ _ - s•54 0 :. �°� \
YD-3 PROPOSED PRIVATE YARD' $'
\ \ LOT a 15k5a \ > W
& ROOF DRAIN SYSTEM _ � 44 / y8.o E � Q
\ + I s F E=561.50 �\ - ,/' 28 . _ _ L
LOT 48 $ 6 00 �zz �i9 G R=561.o0 PROPOSED YARD DRAIN xs sarc 2g z8B L Lu <
L \ \ \ FFE=562.17 I 56 7 FL PROPOSED WALL 7Q
\ GAR=561.67 (MAX. HEIGHT=3') - 4s7EP 15'0� Ll_ Z
\ ` \ I z 16 FFE=56o.83LOTi / �'12B / YD_1 \ 3oB 54,\ 546orc\ \ 4y.oic r44 \�1.e �`� \ / -i
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N LOT 47 o GAR=5 -033� i66 r PROPOSED RETAINING WALL EASEMENT
o ao PROPOSED 20' PUBLIC I \ 4 a / N �j / / \ D.B.PG. Q O 0
DRAINAGE EASEMENT U O wx
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PROPOSED 20' PUBLIC " 'O°FL D.B.PG. 5 4g, EP SWEDE REE 54s P 25 /
\ DRAINAGE EASEMENT ss1 T sa4 i \ ■ ■ N
1 I 544.o P +00 tP{, \:.,y 26 FFE=54133/ 1 i� ' � 'rn1
\ \ \ \ _ D.B. PG. 4 �:.. i5 - _. _./� s5 - - - P116L(C'- - - 5443 14 so 4 GAR 5yo.67 V
\ \ YD-2 _ - - +ooD B.TPG. 13+So , 1oA \ \ OT 24 Lu Z
\ \ s - _ o PROPOSED zo' PUBLIC \ Lu
\ 560 0 , 5596EP a 558.0 12+50 -~ + s44a IJ 4 3 ` DRAINAGE EASEMENT
o.1rc 12A - 0
\ \ '• ° EP - gy7.oz ye D.B.PG. PROPOSED WALL
\ \ 6o.8 T4 12+00� - ��- V $4 .00. I. • ' f_ 4� '' \ FFE=53933
I /r.r� - I ss11 _ - � : • . : to - � (MAX. HEIGHT=z')
PROPOSED 10' PRIVATE ss9s EP�11+o0 0 �4 1 sas®8 AR=53733
2 5598TC O g53:1 3 _ -__ 6 .-' •$ 97 '.:.' ,__ - q\ o ul .. O L.L
\ \ ✓ DRAINAGE EASEMENT 5 17EP 4 p 41+SO 5 .6o h 12
\ \ D.B. PG. - 56i oTC Q
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10+SO ,$y - - - z.69/ A
o \ LOT 26 Lu
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_-- - =535 33
\ - �$ ° - - _ V - 56 :ao ss9 3 2 5 .
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\ AR
HEIGHT=6') Lu
f 6 PROPOSED 10' PRI
DRAINAGE EASEMmmi
W
FFE=54530 1 11 ` �"_ wiz \
FGFAER==5s5I I FGFAER= 5493° FGFAER=-554y775.o0o FGFAER== 55yy66.8.333 GALRO=5T45.010 - N+ $ � .7 - '- 1 $ 1 I- ., I YD-20I \ � r-P/ROP1JO\S\ED \PRI
VATE YAR
D
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FFE=534.67 &ROOF DRAIN SYSTEM
GAR=532.6732FFE=551.z5
52.7 s CDGARa
\ FFE=56o.00 FFE=55933 FFE=SS7 z5 GAR=554J5 PROPOSED WALL LOT 27 O
\ \ FFE=561.33 FFE=56o.67 GAR-559.5o GAR=558.83 I LOT 6.8 LOT 37 LOT 36 LOT 35 I I - _ - (MAX. HEIGHT=4') \ \ N
GAR=56o.83 GAR=560.17 LOT 0 LOT 3
LOT 2 LOT 41 4 39
\ _ I X FFE=532.67 � \
4
55 6 - e3 /� 4 B ~ # \\ 0 W
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\ iG-RAIIC SCALE -- - - - -- - / -/ GAR=5z8.67
\ I 55yTW s55 5536w ss17w 4$- sa - 54oBw = \ ,PROPOSED RETAINING WALL EASEMENT / - - ��_ II LOT 29 \. I \� JOB No.
5zg 5 08 a e sa s 1 `-� D.B.PG. \ PROPOSED 20' PUBLIC 182152
\ �30 0 �s 3o bo izo - -, / I RAINAGE EASEMENT \ \ SCALE
PROPOSED PRIVATEJ "
\ \ \ I HLINE { ' EE SSHEI " '
/ / { / ^ D.B. PG. \
\ I ( IN FEET) PROPOSED WA L ROOF DRAIN SYSTEM A / PROPOSED 10' PRIVATE � ■ ■ ■
1 inch = 30 ft.MOM \ / FFE 528.67 I I Yde.�9 1= 3O
(MAX. HEIGHT=S') PROPOSED RETAINING WALL EASEMENT `^ ` 8 \ SHEET NO.
\ / \ // / DRAINAGE EASEMENT / D.B.PG. / / �4 5z3 0 ` LOT 30 s 8
\ I D. B.PG.
GENERAL CONSTRUCTION NOTES FOR STREETS NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS
1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THATARE PROPOSEDTO BE STATE MAINTAINED: v
THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED.
ADVANCE OF THE START OF CONSTRUCTION.
2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. ,
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 iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED
PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR BASE MATERIALS.
APPROVAL.
3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE
EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED.
A BOUNDARY LINE OR A NATURAL WATERCOURSE.
4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE
v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT
FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND
SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE.
I �
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. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL
5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT INSPECTION. _ , I " /'•
CG-9(A, B OR C).
6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OF THE \� '
STANDARD PE-1. ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. 1 _ -
7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH SHOULDER WIDTH AND DITCH SECTIONS AS SHOWN ON THE I '
TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE \"
8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE
PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL MAINTENANCE. �l
BE NULL AND VOID.
9.
ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC
RWSA GENERAL WATER & SANITARY SEWER NOTES (APRIL 2016)
s
CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND
1.
ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE
MANUAL.
GENERAL WATER AND SEWER DESIGN AND CONSTRUCTION STANDARDS - VERSION 1.0, ADOPTED IN
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
DECEMBER 2015, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES.
/ \
SAFE AND CONVENIENT ACCESS.
2.
RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION. A
11.
THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS
PRECONSTRUCTION CONFERENCE SHALL BE HELD WITH RWSA PRIOR TO THE START OF ANY WORK.
12.
DETERMINED BY VDOT FOR PUBLIC ROADS.
VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL
3.
4.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001).
RWSA ENGINEER (VICTORIA FORT AT (434) 977-2970 EXT. 205) SHALL BE NOTIFIED THREE BUSINESS DAYS
- ��
�� ��
CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES.
PRIOR TO THE START OF CONSTRUCTION.
13.
A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED
5.
ALL WORK IS SUBJECT TO INSPECTION BY RWSA STAFF. NO TIE-INS TO THE EXISTING SYSTEM SHALL BE TOP
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
MADE WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK SHALL BE 4" 2" R
O
/ �• `
CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR HOLIDAYS WITHOUT SPECIAL WRITTEN PERMISSION CURB f
ROAD NOTES FROM RWSA. '<
6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE .' '•6-
EXISTING
`
GRADING: SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE -TESTED BEFORE A CONNECTION IS •-•�. •� 1" T,_ O
1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA MADE TO THE SYSTEM. 13 X '
7. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT THE TIME 4 . .
DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS •''':
OF DESIGN AND IS NOT NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR SHALL BE
OF THIS PROJECT. +` '•:• 7"
RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION SIZE AND DEPTH OF ALL EXISTING UTILITIES
2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD 6° TRIP G E RATI
RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF
ENGINEER. ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE SCALE . 111=80
3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES, WHETHER
SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE 1 6" 2 DOT #57,#68, OR #78
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
CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER.
STANDARD CG-6
STONE BASE UNDER CURB
Pavement Design
OF THE SUBGRADE. 8.
EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT
DRY CURB I GUTTER
& CHECKED BY VDOT
PRIOR TO PAVING AND/OR
WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. NO GRADING SHALL BE PERMITTED IN THE RWSA
NO SCALE
BACKFILLING.
RF=
1.0
DRAINAGE:
EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING.
Location
ADT
HCV
Design
CBR
SSV
Dr
Surface
h
a
Base
b
a
Sub -base
h
a
Dp
1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF 9.
NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN
ADT
ONE (1) FOOT.
PERMISSION AND RWSA APPROVAL OF THE BLASTING PLAN. GROUND MONITORING DURING BLASTING
2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE
AND A PRE -BLAST SURVEY MAY BE REQUIRED. FOR BLASTING WITHIN 100 FEET OF ANY OPERATIVE RWSA
E ire Street Public Road
( )
500
2
520
4
4
12.48
SM-9.5
1.5
2.25
BM-25
3
2.25
21A
6
0.6
13.73
FIELD CONDITIONS INDICATE.
SEWERLINES, BYPASS PUMPING AND/OR PRE- AND POST -CCTV MAY BE REQUIRED. RWSA MAY ALSO
REQUIRE CERTIFICATION FROM A LICENSED PROFESSIONAL ENGINEER STATING THAT THE PROPOSED
Swede Street (Public Road)
200
2
220
4
4
9.49
SM-9.5
1.5
2.25
BM-25
3
2.25
21A
6
0.6
13.73
3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM
Marsac Street (Public Road)
200
2
220
4
4
9.49
SM-9.5
1.5
2.25
BM-25
3
2.25
21A
6
0.6
13.73
BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES. DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL
DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE NTH THE VIRGINIA DEPARTMENT OF BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE (VARIABLE WIDTH)
TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS.
OWNER.
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.
10.
THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS.
NOTE: PAVEMENT DESIGN FOR NEW SUBDIVISION STREETS SHALL BE
WHEN A CROSSING IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE
4" CONI
DEVELOPED USING THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND
PAVEMENT:
PROVIDED FOR THE EXISTING PIPE. THE AREA OF THE CROSSING SHALL BE BACKFILLED WITH
SECONDARY ROADS IN VIRGINIA AND MUST BE BASED ON IN PLACE
1 OF R REPORT IS TO BE ITTED TO THE AGGREGATE.,,
OF hTO
COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPEE
`
•.
EHSSVBVALUES 110, LLABEM
11.
NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TREATED, CHLORINATED, FLUSHED AND HAVE
\%%\
' %j\//
MATERIAL AT THE TIME OF CONSTRUCTION.
EQUIREDENT
BASE MATERIAL. IF THPY
ARE LESS THAN THEDEVELOPERELOPER WIR SUBMIT FOR
WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER
ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION.
2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS
SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO
4" 21-A STONE BASE
PLACED.
PREVENT ANY CONTAMINATION OF THE PUBLIC WATER SYSTEM.
TRIP GENERATION CALCULATIONS
3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION
12.
ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW
CONCRETE SIDEWALK
FOR TYPE I, II, OR III PRIOR TO PLACING AGGREGATE BASE.
FACILITIES INTO SERVICE.
NO SCALE
TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (ioTH EDITION)
4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS
13.
NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES
52 SINGLE FAMILY ATTACHED UNITS - CODE 220
BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE
BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES,
SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY.
ETC.
14.
TREES ARE NOT PERMITTED IN THE RWSA EASEMENT.
ADT: 381 VPD (190.5 ENTER/ 190.5 EXIT)
ALBEMARLE COUNTY
GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CONSTRUC77ON WITHIN ANY EXIS77NG PUBLIC RIGHT-OF-WAY, INCLUDING CONNEC77ON TO ANY
EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 7RANSPORTA77ON (I/DOT). 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 CONS7RUC77ON METHODS SHALL CONFORM TO CURRENT SPECIFICA77ONS AND STANDARDS OF
VOOT UNLESS 07HERWISE NOTED.
J. EROSION AND SILTA77ON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WI7H 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 FER77UZED, 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 STABILIZA77ON MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY
Q
ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
7. ALL 7RAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM 7RAFnC C0N7ROL DEVICES
8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR 7HE
CONS7RUC770N INDUSTRY (29 CFR PART 1926). Rey
Swede Street
STA
10+00- 10+11
54' ROW Section
No Parking
10+11-10+62
54' ROW Section
Parking 1 Side
10+62-11+18
54' ROW Section
No Parking
11+18-12+65
48' ROW Section
No Parking
12+65-14+00
54' ROW Section
Parking 1Side
+00 5
14 -1 +72
48'ROW W Section
48 0 ct
No Parking
a g
Empire Street
STA
10+00-16+30
48' ROW Section
No Parking
16+30-16+90
SWROW Section
Parking 15ide
16+90-17+31
60' ROW Section
Parking 2Sides
+ - + 17 31 17 76
48 ROW Section
No Parking
Marsac Street
STA
10+00-12+23
48' ROW Section
No Parking
12+23 -12+87
54' ROW Section
Parking 1 Side
12+87-14+32
48' ROW Section
No Parking
22 ACCESS EASEMENT AM PEAK: 24 VPH (6 ENTER/ 18 EXIT)
PM PEAK: 29 VPH (18 ENTER/ 11 EXIT)
POINT OF
C/L FINISHED GRADE
SURFACE PAVEMENT TOP
SM-9.5 OF 4
1/4":1' 1/4":1' CURB 2" R
1 SM-9.SA
^gam \\ j\\\/ SURFACE COURSE
BASE COURSE\\\\\� ��� 6"
/ INTERMEDIATE
8.: ".1'
21A STONE BASE ° �
/ 1.
INTERMEDIATE COURSE
n
10' 10' 5
13" *a' 6" COMPACTED AGGREGATE
(TRAVEL LANE) (TRAVEL LANE) +'... .. ° " n 7" BASE COURSE, VDOT /21A
20' E/P-E/P ." OR #216 DEPENDING ON \
ULTIMATE TRAFFIC UNITS
AND UNDERDRAINS
EMERGENCY ACCESS ROAD 6" COMPACTED
MIN. _ SUBGRADE
NO SCALE
1' 6" 2' ASPHALT PAVING - ROADS
R/W DOT #57,#68, OR #78 NO SCALE
STANDARD CG 6
c/L
STONE BASE UNDER CURB
5' NE E CONCRETE CURB &GUTTER
POINT of
FINISHED GRADE CURB &GUTTER 5' WIDE CONCRETE
CURB & GUTTER
& CHECKED BY VDOT
J
EXIST. GROUND
S/DEWALK
2% 2%
SIDEWALK
SURFACE
/ 2% 2%
EXIST. cRouN
NO SCALE
PRIOR TO PAVING AND/OR
BACKFILLING.
GROUND
EXIST. GROUND
GROUND
EXIST. GROUND
4" CONCRETE
SIDEWALK
6' PLANTING
4' VDOT 21A T \ a' woT STRIP
STONE BASE S BASE El
BASE `SUBBASE 21STO1E
5 fi 5 2.2.5 fi
0' To'
(TRAVEL LANE) (TRAVEL LANE)
24' F/C-F/C
48'
R/W
TYPICAL NEIGHBORHOOD STREET SECTION (Ol A PUBLIC R/�f'�
CAS'-SSRESIDENTIAL & MIXED USE SYUBDIVISION STREET DESIGN Al 25 MPH
CG-6 POINT OF CG-6
CURB &GUTTER FINISHED GRADE CURB & GUTTER
SURFACE
/ 2$ ` 2$ \ 2%
6' PLANTING
STRIP
a• INTO
5
EXIST. GROUND
NOTE: 6' BUMP -OUTS FOR ONSTREET PARKING ARE
PROVIDED CREATING 8' ON -STREET PARKING SPACES. SEE
PLAN SHEET FOR EXACT GEOMETRY OF ON -STREET
PARKING BUMP -OUTS.
4" CONCRETE R/W
SIDEWALK I I
/ 6' PLANTING 6' PLANTING /
4" VDOT 21A STRIP J- WOi+ 4'w0r STRIP 4" VDOT 21A
STONE BASE 571XNE BASE SUBBASE sTiM/E STONE BASE
BASE 6' 10' 10' BASE
0.5 5 6 25 (PARKING LANE) (TRAVEL LANE) (TRAVEL LANE) 25 6 5 0.5
4'
4" CONCRETE
SIDEWALK
4" VDOT 21A
STONE BASE
EXIST. GROUND
0.5 5-
R/W
TYPICAL NEIGHBORHOOD STREET SECTION (54 ' PUBLIC R/WJ
CS-SSAR RESIDENTIAL & MIXED USE SMBVfVISION STREET DESIGN SPEED.' 25 MPH
PARllINC ON ONE SIDE ONLY
CG-6 C POINT OF CG-6
CURB & GUTTER FINISHED GRADE CURB & GUTTER
SURFACE
/ 2% < 2% \
EXIST. GROUND
EXIST. GROUND
4" CONCRETE
SIDEWALK
6' PLANTING . •:'; - • -. /
STRIP 6' PLANTING
51qagJE BASE { STRIP 4" VDOT 21A
4" T SUBBASE 421��T STONE BASE
-6 B2.5 6 10' 10' 6
(PARKING LANE) (TRAVEL LANE) (TRAVEL LANE) (PARKING LANE) 6 5 0.5
60,
TYPICAL NEIGHBORHOOD STREET SECTION (60 ' PUBLIC R11l
CS -SS -AR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED.' 25 MPH
PARrINCTYOSI�ESSIOAS
EXIST. GROUND
EXIST. GROUND
C
WIDTH OF ENTRANCE
W
EXISTING OR PROPOSED
E%PMSgN JOINT
5
SIDEWALK OR SIDEWALK SPACE
2 Il
j
W
EXPANSION JOINT
f
°'
ELv
w
IL
j
N
L
L
f
cufla INCLUDED N
W
V
f
66
ENTRANCE GUTTER
a'
o:
w
tea"
u
W
/Q
FLOW LINE
O'•'
x
r
EXPMSgN
JOINT
ENTRANCE WIDTH
DESIRABLE MINM(M 18'
c
ABSOLUTE MINIMUM 12'
I
EDGE OF PAVEMENT
HALF PLAN C -I
CG-98
ENTRANCE
LIMITS OF PED.!
LIMITS OF PED.
ACCESS ROUTE M `
AGMS5 ROUTE OR
UNPAVED SPACE NON -TRAVERSABLE
UNPAVED SPLOPE ACE
WIDTH OF
ENTRANCE -
AJ
LMI75 OF PED.
LINTS OF PED.
CE55 ROUTE ® NON -TRAVERSABLE !
PCCESS ROUTE
PEDESTRIAN ACCESS ROUTE DETAJL WITH &
WITHOUT UNPAVED SPACE
ADDITIONAL RKkff-OF-WAY IS RE RED F THE LIMITS
OF PEDESTRIAN ACCESS ROUTE EXTEND BEYOND
LJ
EXISTING OR PROPOSED VDOT RI 7-OF WAY.
I I
c.
® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS
' �' ' e• • n.
UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT
Y
PATR CONNECTING ALL ACCESSIBLE ELEMENTS OF A
boe
po•
1�=y EDGE OF EXISING PAVEMENT
(AS DETERMINED IN FIELD)
TACK COAT THE PROPOSED
CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS
-
EXISTING SUBBASE PROPOSED SUBBASE
COMPACTED SUBGRADE
CONSTRUCTION JOINT DETAIL
® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS
® PROPOSED MINIMUM 1 %M INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5)
x MNWM 12 INCHES. OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS
AS DETERMINED BY CORES (SEE NOTE 3)
NOTES(
1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER.
2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEEMS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT.
SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN.
3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING
PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 5DO FEET APART.
4, THE PROPOSED
ADJACENT TRAVEL LANE SHALL A MILLED A MINIMUMESS WAVE OF 1 / NICHES MO RENEGED WITH M ASRIALT SERFAGE COURSE TO MATCH ME
PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAVED BY THE ENGINEER.
5. THE ENGINEER MAY REQUIRE THE MILUNG DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE
Al EFFECTIVE SURFACE DRAINAGE.
S. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER.
7, FINAL TRANSVERSE PAVEMENT TE-IN SHALL CONFORM TO THE REOUREMENTS OF SECTION 315 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS
AT TIE-IN LOCATIONS SHALL BE TESTED USNG A 10 FOOT STRAIGHTEDGE N ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THE
SPECIFICATIONS.
XVDOT I
SPECIFICATION
ROAD AND BRIDGE STANDARDSASPHALT PAVEMENT WIDENING REFFRENGE
HEET 1 OF 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC
vs
303.02 vRONIA DEPARTMENT OF TRANSPORTATION
All WHEN A PEDESTRIAN ACCESS ROUTE CG-n
- CROSSES A COMERCLAL ENTRANCE
I I THE CROSS SLOPE SHALL BE 27, FOR
A WIDTH OF 5 FEET.
3
A`l -STREET
GENERAL NOTES
(RADIUS TO BE AS c
APPROACH SAME SURFACING
I AS MANUE ROADWAY (ME NOTE 3)
SHOWN ON PLANS)
1. WHEN USED IN CONJUNCTION WITH STANDARD CG-3
_
RADIUS TO BE AS
OR CC-2 THE CURB FACE ON THIS STANDARD IS TO
_ _ _ _ _
SHOWN ON PLANS)
ME AOJUfTEO TO MATCH THE MOUNTABLE CURB
CG-2 OR CG-6
CONFIGURATION.
2. SEE STANDARD CO-12 FOR CURB RAMP DESIGN TO BE
D 6 SIDEWALK
USED WITH THIS STANDARD.
SIDEWALK
(SEE
w
NOTE 5)
rc I OPTIONAL UNPAVED SPACE
w FLOW LIE
3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE
__
--� +-----
R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION
REWIRED FOR MAINLINE PAVEMENT WHICH CM BE
EXPANSION
EXPANSION
IN THE ENTRANCE.)
JOINT
I JOINT
4. RADIAL CURB OR COMBINATION CURB AND GUTTER
SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE
NOTE: WIDTH "B- 2'-D" OR AS
MARINE ROADWAY
EXCEPT FOR REPLACEMENT PURPOSES.
�w
SHOWN ON TYPICAL SECTION. (A
PLAN VIEW
ENTRANCE NOTES
5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE
TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK
E
MAINLINE ROADWfONLY
TRJffFIC, THE DEPTH FOR SIDEWALK k CURD RAMPS
10'PARABOLIC CURVE (ENTRAN
WITHIN THE EMIT. OF THE RADIISHOULD BE
INCREASED TO P (SEE CG-13)
FACILITY THAT CAN BE APPROACHED, ENTERED AMID EDGE OF PAVEMdT OR B X MAX. D
USED BY PEDESTRIANS. F ACCESS ROUTE IS ADJACENT OPTIONAL FLOW LINE GRADE CHANGE ® _ - - B. PLANS ME TO INDICATE WHEN CONSTRUCTION OF A FLOW
TO BACK OF CURB, MINIMUM WIDTH SHOULD BE III SECTION F-F D (SEE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS
MARINE ROADWAY - - - - - - - - - - - - NOTE 7) THE ENTRANCE.
8% MAX. 0 7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES
MH E PEDESTRIAN ACCESS ROUTES ® ARE BEING jf_p11 GRADE CHANGE ® 0" ARE LISTED N THE ALLOWABLE ENTRANCE GRADE
PROVIDED, A MINIMUM 4' TRAVERSFF�BLE WIDTH 'III D TALE. THESE VALUES ME NOT APPLICABLE TO STREET
IS REQUIRED WITH A MAX. 2X CROSS SLOPE. CONNECTIONS.
5' M 20' MINIM UNI FOR
- . a COMMERCIAL ENTRANCE INTERSECTION NOTES
WHEN USED IN CONJUNCTION WITH STANDARD ,'�• .'�, B. WHEN CCAIIS USED FOR STREET CONNECTIONS,THE
N-3 OR CG-7, THE CURB FACE ON THIS ' 6• ® CONSTRUCT GRADE CHANCES WITH A PARABOLIC CURVE. CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH
AASHTO POLICY AND THE APPLICABLE REQUIREMENTS
_ U 1 A\ CURVE STMDMD IS TO BE ADJUSTED TO MATCH THE
NP A SEMEN MOUNTADLE CURB CONFIGURATION. lmizi-0% SECTION A - A SOF THE VDOT IGHT DISTANCE AMC) DESIGN
IALLE ARDEO REIC6ENTSG STOPPING
(ORMAL GUTTFR
® - - - - -
®---------- -" %
SECTION E-E
• A.n
. p- • e. • e• • S. . e. • A. - e. . e.
YY4o`e^
x x
MHO% TO 10% CHANGE
1'- 3"
'e4 v4 bAYc6ggY9e eS
CLASS A3 fH.E.S.)CONC.
.
a oYAve
0
6" AGGR. BASE TYPE I SIZE
21B
• n.
5.-0..
I
® POINT OF GRADE CHARGE
• ti. ' �- p•
12% MA%. SLOPE 5'-0'•
.
FOR CURB AND GUTTER ONLY NF
. e. e. • e:.
FOR SIDEWALK CURB AND GUTTER
x z 12 X MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS
bq Ao ,?
BUILT CONCURRENTLY
•� A4o4h:5
SECTION C-C
x x x 3 X MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL MID
B X MAXIMUM DECREASE FOR SUCCEEDNG MNIMUM 10- INTERVALS
SECTION OLD
SPEOFICATION
`VDOT
REFERENCE
STANDARD
ENTRANCE GUTTER
Noon AND BRIDGE sTMDARDs
REVISION DATE
SHEET 1 OF 1
502
VIRGINIA DEPARTMENT OF TRANSPORTATION
07/15
203.02
B. OPTIONAL FLOWLINE MAY REWIRE WARPING OF A
PORTIONCUTTER TO PROVIDE POSITIVE DRAINAGEACTryII ACROSS THH E INTERSECTION.
2" B
ALLOWABLE ENTRANCE GRADE CHANGES
c. r•:rCLASS A3'
-� CONCCONIC .1 •.V 'F .s.• .i.e _
RETE
SECTION C-C
ENTRANCE VOLUME
GRADE CHANGE
"D"
DESIRABLE
MAXIMUM
NIGH
1 MORE THAN 1500 VIED
OX
3%
MEDIUM
1 500-1500 VPD
53%
6%
LOW
I LESS THAN 500 VPD
5 6 %
B %
NOTE+ ALLOWMLE ENTRANCE GRADE TABLE IS NOT
APPLICABLE TO STREET CONNECTIONS
ERENCON 1V�T
ERENDE METHOD OF TREATMENT
ROAD AND BRIDGE STMDM05
502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET I OF 1
VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 J(1� 04
SCOTT/R. CT?LLINSz
T-) No. 35791
-K' 03/15/2021 ��
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JOB NO.
182152
SCALE
111 -_ 8Q1
SHEET NO.
9
VDOT CLASS i NOTE: HYDRANT MUST BE
RIPRAP
SEWER SERVICE LATERAL CONNECTION NOTES: 5' MIN.
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL m x ASTM A36 AND HEX NU EQUIPPED WITH CHARLOTTES- PLACE 5' GALVANIZED " WTNESS ° POST WITH T�i Q
I. WHERE A SEWER LERMCE LITERAL CONNECTS A A MANHOLE (Typ)
AND NO INVERT ELEVATION FOR THE CONNECTS
LATERAL IS Q L A$TM Asfia (TWO)
INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE 2'-0" 5' / uw01STURBED EARTH uSOISURBED VILLE THREADS WHICH IS F
LATERAL PIPE SHALL BE AT LEAST 01 HIGHER THAN THE 5�."' ° - THE LOCAL STANDARD.
� ,R� 2 - 3/4" DM � SOIL (�) �7 CAPPED ENDS PAINTED BLUE IN REMOTE AREAS
TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED •z.: :4t1 ALL -THREAD •• AS DIRECTED. MARKER LOCATION MAY BE SUBJECT •j'
' LENGTH OF BRANCH VARIES -p TO HIGHWAY DEPARTMENT APPROVAL. O ��
3.0 MIN. > ma ..i;"', 6' MIN
TO THE MANHOLE. z4" IN 24 I I • �',•,. WATER MAIN 2' TO 10'
6„ e- g. _ INITIAL BACKFILL 6, 6" A I• PLUG 1 (270-) FINISHED GRADE SCOTT R. LINSZ.
2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL 6' PIPE 6' MOOT NO 1 MIN MIN. MIN. MIN. L 4' < ( I + u Q r-I
BE CONNECTED USING A PIPE SADDLE. O.D.
Q STONE BEDDING ® IN€
3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2X 6" BEDDING < I 2 ( I J yALyE 1 , • 3 18"-22 ALVE BOX
(1/4" PER FOOT) �1 6" _). �66 STONE ',[\\ I 7 CU. FL I U No. 35791
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN O PIPE *STABLE SOIL \T I 1 -. L I #68 STONE
\y -a 03/15/2021 �4
O.D. ROCK 2a"MIN I ADJUSTABLE TRAFFIC RATED
UNDISTURBED EARTH PLAN 11 ADS CS
DIAMETER OF 4". I�" W VALVE BOX W/ LID S TS
SECTION A -A SCRAPE THE BOTTOM OF THE TRENCH- REMOVE ALL FOR ALL BENDS FOR TEE OR WYE FITTINGS 42°MIN 6" GATE z ZONAL E w
S. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND ',[ VALVE
WIDEN TRENCH TO "Ta•
OF 3 FEET. CONCRETE ENCASEMENT NOT TO SCALE THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF ACCOMMODATE -)' LASS a-3 CONCRETE I �-z,' °�., •, E z
SALT #68 STONE. ----- ANCHOR IF MIN ,: - uEca-wc i , 8" X 6" "d. CD
JJ TEE z �+ z
TREATED REQUIRED. : 2500 P.S.I. CONCRETE
FINISHED GROUND 2 x 4 LENGTH (VARIES) m4Cn M _ ' BASE AND THRUST
MARKER BEDDING AS •, ,> ,I,�:', a z
s;
FOUNDATION IN POOR SOIL UNDER -CUT CONGITON REQUIRED bo'. _ ;• :-' .;' BLOCK AGAINST J
MATCH EXISBNc PROFILE Te UNDISTURBED STABLE
EXCEPT WHERE SLOPE OF 1 x P O
BANK EXCEEDS 1 ro 1 1 MAX. MIN SOIL STEEL PILE
U
- PING s" ELLYADON M.J. GATE VALVE
A UNDISTURBED EAR RESTRAINED JOINT FITTINGS O
/ MIN WHEN THE SOIL IS DISTURBED OR WHEN Z
• a 1 -- INITIAL BACKFILL7 MIN A HYDRANT IS LOCATED IN A FILL. IN a0oI T1oN ----- c
\ / UNSTABLE 8" g" 9' 4 I 9" T i ' TRFNC TO POURING CONCRETE, A STEEL PILE SHALL ----- w Z
as
SOIL MIN. MIN. NM MIN MIN WIDTH MIN BE USED AS ADDITIONAL SUPPORT. c
�� - - "- #68 STONE SECTION 1-1 SECTION 2-2
__.:':r":a-;RANULAR FILL AS -v, O o
PLUG END OF - •• •• APPROVED BY ACSA r..-ii=T'' I h:' Z
'3.0' MIN. 'f` PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VDL LIFT
n w
-: :•:::- ••.,•• \ WATER LINE U
MAIN LINE SERVICE LATERAL STA CI(> SIZE OF (FEET)CU.YD. (FEET) CU.YD.
SECTION -- STABLE SOIL OR ROCK BEND - - - NOTE 'p U Lu
45*01 L H T L H T
90 2.50 2.50 3.01 0.24 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. [ - Z C Z W
NOTE 4" & 6" 2.00 2.25 2.60 0.15 2.00 2.25 2.50 0.15 := 2. MAINTAIN A 3 1/2' MIN- COVER FROM THE MAIN TO THE FIRE HYDRANT - U w M
22 1/2 1.50 2.00 2.52 0.10 (INCLUDfNG DITCHES) Z500 P.S.I. °'J U g m
.•.'i : ?:�;•;•, ••v:':'tYr • ^fTf:. I CONCRETE '.8 4 2'X 2' BEARING AREA. w (.D z I
1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 11 1/4 1.50 2.00 2.50 0.10 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND THRUST BLOCK :.a w IY Z O m
90 3.66 3.16 3.21 0.48 VALVE BOX. ' a. UJ [� U
UNDISDRBED 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED 4s zss zss z.n o.z6 sEcnaN a. THE GATE VALVE Is ALLOWED IN SHOULDER OR BEHIND THE DITCH. z w a w
MATERIAL A ABOVE THE INITIAL BACKFILL. B" 22 1/2 LED 2.16 2.69 0.13 3.16 2.91 2.66 0.32 NOTE: IT IS NOT ALLOWED IN THE DITCH. �A � NiO
3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. n I/a 1.6fi 2.16 2.67 0.13 A' • J Z w
S. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP 4
ELEVATION 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED LET
/. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. H a Ra z
HOLES ARE ABOVE THE PREVAILING GROUNpWATER ELEVATION. IF a O d
90 4.83 3.83 3.42 0.83 W LL Q Oo U
REQUIRED 70 BE IN WET AREAS, THE WEEP HOLES SHALL BE � w of y
IN LINE WYE- IN THE TRENCH. 10" & 12" 45 3.33 3.50 2.95 0.43 3.83 4.00 2.83 0.52 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL T'OR THE MINIMUM � 3
PLAN 22 1/2 2.33 2.58 2.86 0.24 ORIFTJSIDN SHOWN.
PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. U NOTES 7. WHERE LESS THAN 3' OF COVER IS AVAILABLE BELOW STREAMBED, CWCflETE ENCASEMENT 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES, n 1/4 1.83 2.33 2.84 0.18 1n J
WILL BE REWIRED. L GER DURING
SHOWN BEYOND THE TRENCH WIDEN ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH 6
2. WHEN BEDROCK IS ENCOUNTERED AND COVER EQUALS OR EXCEEDS 3', THE TRENCH SHALL 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION. CHANGES URGER OUPoNG CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. NOTE 1N REMOTE AREAS VALVE BO%ES SHALL EXTEND �X (8) INCHES ABOVE GRADE. ,A w Q K LD
VARIES BE BACKFILLED WITH COMPACTED 21A STONE AND TOPPED WITH 18" OF VDOT CLASS 1 RIPRAP. SIZE, DEAD ENDS AND AT VALVES. v/ 1- U Z) m
DUCTILE IRON WATER 2. USE 2500 P.S.I. CONCRETE TYPICAL FIRE HYDRANT ASSEMBLY DETAIL TYPICAL GATE VALVE m r z U
SEWER 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. z g Z Z O r
4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF CROSS ANCHOR RESTRAINTS FOR VA V S W) z z ED
SEWER SERVICE LATERAL CONNECTION TYPICAL STREAM CROSSING PIPE INSTALLATION & BEDDING ALL THRUST BLOCKS. > o ac
N.T.S.NSTUTS > U OL o
TUTS NITS FIG. W-4 FIG. W-5 w J CL
N.T.S CONCRETE THRUST BLOCKS __ _ W Inc Q w o
N.T.S. FIG S-7 FIG. W-2 HIS Ri W-30 F CC w w 2
FIG. S-2 TD-2 FIG. W-3 TD-9 Q [L Lam-,
c
TD-38 Tp_3 TD-8 ,� F LID
TD-33
ro-e m W W O
r °DMMMM x 3/a• IIa,¢ PIM muP,NO w �
w O
OR aRRflOVFD mDAL VARIES FRAME &COVER aL Z
O COVER LIFT NOTCH q" DIAMETER BRANCH VALVE BOX (SEE FIG. S-I-D,E) W O
TOE,, 14 1/2" AND VALVE ? to
sDRoaMm 12 3/8" STREET SURFACE OR >
12 1 2' NON -PAVED AREA w -o
FOR WE AL BMW= R DUAL
FOND REMAINING BACKFILL SHALL / M.J. PLUG AEGIDEN,IAL SDTN45 DB DUAL MNDEN9AL CC
AND NRNATWu 9REWCE9. NOT CONTAIN ROCK MATERIAL SLOPED AREA -'�
ra•RI•TEE 36"MIN LARGER THAN 5" IN ANY VARIES '� "� 6'L;a: �
DIMENSION
2a MI WATER ,., .� 1'-0" MAX 3000 PSI CONC. BASE �
INTIAL BACKFILL* �;.
8"MIN 2'-0" BENCH SLOPED TO FLOW
I (6" LIFTS)
rmre � EMBEDMENT ED
NO 51E"'60 f1^""ES IL T. * THOROUGHLY COMPACTED CAST IRON LID �,• CHANNEL 1/4" 1' MIN o
• U
BY HAND OR APPROVED �� 16" METER BOX WATER MAIN RESTRAINED JOINT FITTINGS o
SPRING LINE O MECHANICAL TAMPER RUBBER COATED STEEL 3'-O" MIN .� - .x o
DUAL SERVICE OF PIPE STEPS CAST IN PLACE ` N N N N
IL HAUNCHING CD N
r cDMPGEssoN . 3/N• HALE PIPE coucuxc N0. 68 STONE - ON-LINE PRECAST REINFORCED -_ \ V7 - BRANCH 0 c, EV C) E
De .wPreoxO EQUAL 73
BEDDING 6" max _
IN TORE '"' 4" min (TYPE "B") CONCRETE SECTIONS ,A 12 MIN 12"
9o-T cnrwm
FOUNDATION (SHALL BE ,V ���%%%''' NOW RING SEALS / ) -�- GO r'1 "�
Cp REQUIRED WHEN SOIL Lr� / _ (ti MINIMUM ELEVATION /� / I - IT 00 -+ C:)
FOUR USE ax oETAmm SUEDE Faww CONDITIONS ARE UNSTABLE ry,I / M ` DIFFERENCE ACROSS M.H. 5" 4'-0" �`-_ / o
remloENnN sMWIRE wHErE AN IeRlcanax )
METER Is I MDADED. ALL PIPE ,� H' FROM INLET TO OUTLET
181. ry VARIES THREADED COUPLING SHALL BE 0.20 FEET. 4- 2"
SINGLE SERVICE VARIES
1) SADDLES SHALL SE USED ON PVO PIPE 6" EXTENSION o CAP
NIPPLE AND PVC DEPTH OF FLOW FILLETS
PVC SLEEVE CONCRETE
EAST Dan US + j LUBRICATE ALL THREADS CHANNEL TO BE --
iO 3/4 DIAMETER OF
NOTE 6' THRUST BLOCK METER BOX (SEE FlG- W-7) CONTRIBUTING �•"=-- c
FINISHED LRLAOE SEWER. IT E ^ A 12" NOTE:
,z-1s 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE PIPET VALVE O A FILLETED INVERT FOR A SMOOTH " '•a FLEXIBLE CONNECTION
1LOCK5,111 O BACKFILLED ENI7RELY (PITH N0. 21A STONE. (2 PLACES) NO. 57 STONE WITH STAINLESS STEEL ALL CONNECTIONS TO r
ILA R °ERR TRANSITION OF FLOW BETWEEN
Ylw"" k Eoz 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED INLET &OUTLET PIPE SHALL BE BAND
ED
EXISTING MANHOLES SHALL I� O
AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF N0, 68 M.J. FITTING 2" PIPE SLOPED PROVIDED. MIN. 6" BEDD[NG N BE CORED AND A FLEXIBLE M o
39• ulu, mMmsETTFR STONE SHALL BE PROVIDED
1/e BOO ODuruxDl 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" ,, - GRADE
DRAIN IF ,
\ nS GRADE ALLOWS NOTE W/ NO. 68 STONE
BEDDING OF NO, 68 STONE ' 2" BRASS PIPE z CONNECTION BOOT 0) r
METER �,. VARIES > ( VARIES 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE M INSTALLED ® 3
NOTES: SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. O
(1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. 2" THREADED TAP N n
OFFENRATIOx STIED '�°w ' �; M,Lx AS WATER MAIN AND VALVE 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE
w.+< TY< NECE959ARr ARE SAME SIZE EXTENDED OR NON -EXTENDED BASES. '
PLUG n
9AxoO,HUSTux :h5°:aR. •W 3. ALL JOINTS, LIFT HOLES. INLETS, OUTLETS TO BE SEALED &GROUTED M �,
ROD AND,EwE„(S-NOT �.„'.�T LOFK S"'EiDNI`"E o TPPr�D;=' TYPICAL MANHOLE PLAN c
NAMED FRENTIZ s tR `++YN+}c�"'Ar`"U'd�i. PEc mA xO, BT,(OwEOATE DEAD END INSIDE AND OUT. ( o
TYPICAL SEWER PIPE TYPICAL METER BOXES
TYPICAL SERVICE LATERAL INSTALLATION INSTALLATION IN TRENCH (5/8"-l" METERS) (TYPE "A") TYPICAL MANHOLE SECTION SHOWING BRANCH TIE - IN o Z
SHOWING BRANCH TIE-IN W Q
(5/8" & 1" METERS) TYPICAL BLOW -OFF ASSEMBLY PITS N J
TUTS NTS N.T.S ^^ ED
NTS FIG. S-3 FIG. W-7 NITS FIG. S-I-B N L.L
FIG. S-I-A
FIG. W-6A FIG W-B o
TD-13 Q w c
TD-10 7D-34 TD-18 TD-25 TD-27 =
s, - W.I ED-z
OAT fro BE cul PAr LnnB F OrPWMJ g Sal a PAr Fm
l°•nNE"' KM nrt to Dlrticr nrt (4) 1" (25mm) DIA HOLES LLJ
9 LL 9letlA5FW M.G11 RAIN U• , PAYLIENr TV Y E' O
E Cra LK ELHGW / "BARDE IQ REF Fu ON 32 3 4' (834mm) DIA
oEoTEHTmxr mwA�m�Aax LA NKA* 9NALL EF CENTERED LADER CURB AHD BNIM / I BOLT CI CIE. Y CStmm) LETTERS J .�
�. Fu mLBxWwN LFeER,R.w'• , ,*rFCK+�I� s,wun L[c O (RECESSED FLUSH) J
PAYID SHLU➢ER SOME) a DRMVCi PIBRM '-tl' M I mS B P1YFLpli _
/ WEER TO EUVATEN wvRr v a COMBINATION UNDERDRANI CD-1 AT LOWER END OF CUTS / ^ o
GF MID PONT OF /� '•
CENTER LINE SECTION TRAVEL AEA " s / N. ao• ,Rµa LAZES [25m m] >
-TFRr - -- IWIN 11 IrtLE0 H. 1.1 COMBINATION TER LINE S CD-2 ON ELLS 0 c
/y', • SHAPE - p,;: s.alWm -. _�> e• COMER LINE SECTION !
v'- REF KO '- TRENCH PLACEMENT A `�^ BRTH Trrt 1...0 1.1 I TI eD¢REF PAVBBIT r P\4I QR PICKHOlES O
BE PRO outt[r OAF PAr 1 A T 2 CLOSED El
SEE Ip1E , 35] WEE. 35 $L@]RICE CNIET M gCFLCT NPC i0 yKLLDFR TIME Z
z•-r ,-R^ WE NOTE t swuom LINE ,N Wnx As• TRENCH PLACEMENT 5 %`
' N,IiFWTE OR EN51E➢ PAKIO!! sIKKL 3 THE ff fLL _ �
OLA44 MFEIAB 19 RIOART fLO.. - ee " WFE ~ TL( OF FiL `T N
v NR•BI.E IB'V,AIwM RE0.FFIENT. ARTS THTF OP CMI[N9 PWL + lR [ rrm E1
WrNs MEF mES HE .". TWwE k4/ ° �r vTARExr WAPACE I EMF / 1 1 �
1FD6E a• PAY[° 91LUEER' aAAIIM WOONE,EM. T--sELmT w,lERlr rrrczaz 'rwO''Lt TREQ ET � °0A r [�mm] ®® L.L 1 :
is PAVED SHOULDER SECTION CURB AND GUTTER SECTION K Ac� �iE •e OBTAINED!A' OR owsRED T°-°-°T^-^-°-0 0 0 oTFseecr uATwx TESE3wRE -L w
PLAN VIEW SNOWING PLACEMENT OF z O
%/� 1 // • • 3EREJ� wKMENrs PLAN VIEW o.o. D o: o: o. o N57 AGE EGAK Na KS. I cRusIED DOI UDERDflNN J ' Q c
GEBTEIIILE ORNNADE FAaec
yG +•I -0' ••- (PLACEMENT OF CD-1 COMBINATION UNDERDRNN) Eus LEERA Ae OiAAIICN WOD1WErL,Lrs.
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SECTION AI nWOo-FINE DeR•xo srWOxmx y T r 0 Q L.L _�( j
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%ENT uF o FLESTA. Ir rD EWN ,!o,. "'e y. o. o. OP ERB aN LIN: SIASWRB N N e �-
PERPPFTE PFRwAI[D s• ELRBW WEETOE PERCSAIm / 91®AK m vAEZT NA9fIIL 9I®A£ -["I ED
couKcrlw m AwEGAE. •e ADISEWTE a cRIa1ED o a w sELmT xnrMN TYPE3 OUR sLewNE 1 1/B" (29mm) DM BOSS
_ GE°A�)u :,�P OIL Re a.nATxn RewNlmns. GENERAL NOTES - ICEEENr OUR LLE sr.aUzmlAd WALL Nal 1. w c) O w O
"HAWNOF ""ROY°X fI9L0 Tq' i,• •57 xG AM SS .YOREWTE ER CRII9fD KKMI®lm ICCLKIIC i0 I81M D-1a11 Ai eZ [fFl£CMXI. D T 1 j]
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WORK L£ AWNSE WHO IW£T eKRT9IT ICCgwAYCE WITH Y\ mam FF]SMAIm 2 WORA» II"LL B FRIED NOT IOGIEWR MO TNtyINL. x4p rNPED l0 GENERAL NOTES � [699mm] C36mm] Y c O 0
,E pUwING . TO MPL1 TO ThpY sTMwIIRCT sPE6E0 SI TO BRAN OUTLET FREE BROIL,
oN PLANS
OR wIBE NVERI OF NE Is AHXE INVERT OF \ I TO NVERr OF 'NLINE .11ES v TRENCH SHALL WE FEI WTI M1EDAr[ NO THOROUGHLY HAND rxFED To 7•
STALETURE. OmEF nPE NE• STBOW EBEE caer�T .. i•F 26 1/4" DR 17Bmm
T• // cc,•RECIFN NON -PERFORATED OUTLET PIPE 3. OUTLET PPE�NLL.„ AF THE EDGE THE TRAVEL LANE PAKM uB `''L1-�� 1 I I
NINIOF OR DROP NEr s TO H FCTFD xO CO51WmFD / rE Em O THE �C 1 YOE az YX. 13 z I➢VpOACX SLIS vAVE1EN! z. OUTLET NTH SHALL BRAN AT THE TONS <£ THE I ARM ENE PMEENT MO " CB6%1nm] [ ] 2$, Da 1 1/2• uj
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wIM. SHALL WE WPL � ON A MADE PARTIAL EL TO RE SIMALER SLOE S Z M1. 13[ M [660mmj [313rtxn] � z
THE THERT SHAPING AS CRNLm IEMW RE TO CLM6r BE A / / B NAF 5 <q,l"NO S11EWM a. E. ..1.. WIC"C 15 VJLs.E TO ...E PRHADE K"' uE
POIRNIO CdEM CWCREIE "Ix COFORYINC io CLA95 Al OR FOR BUT I Iy,E OF µE OUTLETS FEW IKOER BABY NE r° K LOCATED SO AT TO BRAN "TO GY WE E S. M LVB MO PIiIFA SEC1wNS, X1ElE R B 1Po�E i0 OTMERXISE PROVEf 1 4 6mm DIA 3 1
a.m n ExaPI TINT z5x of ro.wsE ABWOWrz Aar WE I / PPE r �' a / C ) r /e'
UP TO a• IX RYfrBE NIB O.lAT OF A.. BmNFN BANE I I t,. TQ' AWL EE[NEWI�LN l X- ,UL dN[ N[R R WMICI[E gRl[RS Pg11E°Eldgy,g, TEY Ye i0 LMAIED 90 ASH TO BIN INTO DROP
NWNw coxcWOrz an emNEx coxcWOK Korx. THE PAPAE _ ED- e'-o NEIs °R Nwlolas. 24' CN NEOPRENE GASKET [/9mm] -o
sIVLL eE LEER ANNAN P AM OF
HMU TW]WELLNG. NONE
;T':: OIO°A XNL we .SS a O.IS] e. m ZKK1 ZED sEcl•OE. KNEP s TO W: UEER wnINE FAVOENT AREA I W. SE BIS, ANT.
A DEPTH
rvRS O [BOBBED] O
OF THE COMB ANSI SHNL WOMAN EMPoSm. EN +S SHII WMl K Z NNN l0 P51 MNN MR, OUTLET K ON LOWE ECC OILY Its•-0 WE N0. ]B le• IN. CEPrp a. OI SLRKIEVAT YCTQIS iKx]I 6 M N UEFA EH1M PAVEMENT NEA (]
_ _ .ITYPGTLI m WE. OmFI RE ON I.S. SEE ONLY. /�
DETAILS M NVERT SHAPING AS SHOWN BEWOCN NE FOR FRNIRE _ _ • • G. •NMA, ELORAIIOI AT OUTLET FIB BE OUTLET RE TO WE A MAIN M ,' O A®L'E _ C 1 U,
WPo9E3 OILY. EN:H WN E OR DROP INLET 6 TO E 91x4D _ T CLCVATIOI HE KCNVNO OI.WYL "TOT OL SINCTU¢, e. HAL! ELEVATION AT OUTLET END O' OmE1 FIE TO WO A WMN OF I.- IBDVE / 28 7/16° DR $/a V
El .Lr TD mn I THE PATTrcLLM KEr MO IT.L. OUTLET PIPE MWr U.S. OF ATERS. Ww. ETw CR srKBIUE. `
LOIiAAiAIKN NB FLOW IYE9� WJ SCILF N EALL rKxKR ILMI - WOKS T CdKCIERS ULtlRE, NKS. ETIEL PAr LYLS iOl dlllEr PpE MC 10 [7i21Tm] [t Bmm]
SECTION B-B Re BE IK sNE cwsNxD slrcNDlH n VERNONTIE OnL[T PPE. PLACEMENT OF CD-2 IITDERDRNN AT E u CELECrm °LOAN. "TEES m, WNN PAT w FOR o"RFr FIFE NE To 5Bamm
NxN TESTED AO.•ODK TO AETI o z.v A• ER OFTIFclwx BRIDGE APPROACH SLABS K OF THE SAME CVIBN" sNREA TH K TIME amET RE.
PLAN R c.y.E- _-- Tc N SCOT mNemeB TB Ex-va B,KR I,RNrv¢ 36• DN [ ] W
7. axu7 PINE ro ME TEBFELr m1•ECRD To EW-@ce oTN1R wrnNME �( [914mm] 25• DR Ljj LJ ce
METHOD OF TREATMENT IN MANHOLES sTWWIINE. [835mm]
STANDARD PAVEMENT EDGEDRAIN P[ EW"�° "`K �A'qx D.D. OF GASKET GREIDVE z
LTAT S"EOEGATNXI KFFRFHLE E
ADAE NW mOE STKDAADS STANDARD METHOD OF SHAPING KFERENx RED D 9REGF 9 N°N&5 , STANDARD COMBINATION UNDERDRAINWREeY"" STANDARD COMBINATION UNDERDRNN FRAME secnoN SECTION LLI z
Wm I REF, WOVEw,I Ore MANHOLE & INLET INVERTS wz sKFr + EP z REMSION DATE ' , WOr NNT (AT LOWER END OF CUTS) ,„ RATE (AT GRADE SAGS AND BRIDGE APPROACHES)FRE, w
SN.a VIRGMA DLPM,IExr OF TRANSPORTATION we.06 vRAi3A OPMl1EM OF TRN®.KTAIWN .p1 yU.a __ - Tll AI vTYFA BPNLIIdr O rRM3NRrATFw
fn
EEBF
`^ Z
ACSA GENERAL WATER & SEWER CONDITIONS (JUNE 27, 2019) Er, ^" NO PROJECTION OF PIPE ABOVE GROUND LINE V J o
w OVDF aN WOTEeec1E wo vKAso x TOP OF Fu TOP O FR NOWE"RL (w) 'v ♦ {uimnj EN, 27 1/x' DM 1 1/Y 0
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA ioWEaDN WOssrwn KBEER RE TEEN ROUT (as9al [39.1 � w
• N0. 6 GALVANIZED STEEL STEP wrzNAL nPROPED Er THE uuEFR.
OFFICIALS AT THE START OF THE WORK. '� WrX M c REEKS = aK EN : = w B ARRE - iE ° m� m (Tra x 1 o
2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES IY'Bj EDW " �J J
FOR THE PURPOSE OF IMAGERY COLLECTION. KKMOW RDD h " " L "'" �- u' °
TYPICAL SECTION 3O1 NW a\BTBE"Nw [m6mm]�
3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. " ae 7/1B• DR e/s
THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. s wB , O WDOw RED D E°°° ""eo [mNM] em l ED
4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4 WTEWL XHV zT K� FOUNDATION SOFT, YIELDING, OR ° o [9„m"I� [Mo. /z w
NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL 1]/16'
5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. FRAMES c,ON F DDmm] [39nmj O x
PIPE PROJECTION ABOVE GROUND LINE r (INNOW) LErlEie °5
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). N MEN DECMD FURNO O ED
w.u.D w.m,D CV
7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL E ESEf"K'4°3"D"lRN" a D)4`LPA. °sm°B PN 1 AHy t3AmR�i Di/3 7- L
' rw s aRLL PNo,RIu we SWN NOW[ FNc[ OF 5 2 1/8• 3[Wmm] E C579m 22 13/mj o FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. f x no o,oTEw, _;z;>.o>.;._ [°A'"I" s/a [e35 m] ED
8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. / A R I s,P<)F. , EAF E�EyN 131
i m" "Ows WEN b _ :1: A � ' _ � _ µ G� ♦ 11/16' I33mm] 9/t6• O.D. OF GIR GR°WE
9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. ^�- I�,,,A�,,;g s ; AI ,A "BITHALY PAID = `" _ =E _ K [1°m°j t14mm] SECTIONWew /4 (6mm) DR °
TYPICAL SECTION W51 `�L9 NE� 4 - - - - �A5g"O'FYELy NEOPRENE GASKET
R Rlr vAm MITx °KKLES °X�RDaWm n• IT tNeC;iON tk CNK"NI'"`0 - :� EwTx -t „O� O, DeTAl ('� wslR 1/1E x o/B x I t/2 �
10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. N°` 0 3 DEmN ^O°y5 pppYE py{pUO�I1�I p - W D N E,D•w _ R 63M PARR DEDE,D B o
♦ �'- FIICN MOK°"`"'NWOWI WY ALSO EC IISEO IN t`KYGLELr 4iN.V8 D 1 0 WIWAR KR`wn 0 501 YX. VB A ;p X4 ^ Tx V L W (P) BEND t$6rRNR0° 1 $/B (2T ELT xd S/8-11M 1/i n F O
11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE K KE N1 WOEREEME TS NW M EWOON "' a,.O ROBERTS W " 14DD [a,mm PMN D099,m p
SAFE DRINKING WATER ACT). COBERAIOETWr1E OFTIE[EREED o<SLS"° M.3.- rzw /a w w
ILO ED ITTEX°APPPRROVAL'i OI"IK PGKESRi'cil'lIeus NORMAL EARTH FOUNDATION FOUNDATION SOFT, YIELDING, OR 1 i/B" (29mm) DA BOAS t&FOR [13mm .63 DIA. s7ANLAS alia ROD p1.4.5-1J1e '°D 0° A w -o
BE I.E. ITEis. ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PLAN VIEW O w
AU STEWS.'.. WALL a MWICED WWN Ee�KO6IAN, T[NN ry WowroAKL mn PIGKBU R k LOCI HOLE DETAIL K =
12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY Ea Da RA W. NOT LNrz<,D.<w Ne,FP RW ED, ® NK� wW Y9 Vim R NW TU ED ® O.YKXI NOTESI roEs ) Ru, Hx e/E-1, OUT x M 1 (q 4
LR RHID 9RA¢3. ,OK. PARTY 0°BRI2M 'U
FOT RIFAN W . OI PK SFMMC.
COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION WWNS W ESN IF F N<ARD IN A[M KF W H ILABE a \EE Wp ND al w o,IVE 5F EF X; A,Q;EI L�NAr VE �EN MR W �DI �G LOCATED I9D 99JEGT O FLOODING SHALL RAW WATERTIGHT FRAME k COVER. aid WE �s/o-„ a o
• THAT NOTH `rw)QWWTIED°E °I EIRam.uawwr sxNLH sERRI Oxs. "° JOB NO. UT
SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. NW RAT m rzD W AEN .WAS N.T TYR K9TW ST ALIN ECRL W M. N MWWO I. Cm SHINE BE READ TO MR WIN LO°ONG LUGS °R sR1 ASSEMBLY. ED
mWIWIM ENEDro„KeNWEeN '°EOEnN TRRq,NI" `99EDW"""*°° N, N"e°"° N" E TYPICAL WATERTIGHT s)�nP�°i BCE, 182152
9HCMAUSH le c ww µp MCCF WRINAR ET. SAO R THE ROV SR(iWNip6 �O" d� yLj[ 3f FIHO t6 M Y" a -Q
13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE "" ALUMINUM I� IN 1.1 OF 11.1 RACN LOCK LUG ASSEMBLY
ALUMINUM STEP [ „o �I°"^^'"�E�"� II° a„ SO BE ,K'� MANHOLE FRAME & COVER SCALE �
COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. N.T.S FIGS -HE
SH INSTALL OF PIPE CULVERTS AND STORM SEWERS Fa`� o 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE " F°` STANDARD STEP ANw NwNEa BOA S"aE 9FAW.m TD-32 N/A
WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. R O R MEN W ,.R,GRTWW K p DATE EE, 1 «, R • RRB N W,E CIRC. PIPE BEDDING AND BACKFILL METHOD "A" �� a
ws4F Iaz.OT m a zWv.N DEPARTMENT a TRW®BRWTw SHEET NO.
ED
15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 10 ED
t
TH OFF
PVI
SCOTT
C�
R.
No. 35791
LLINS'Z
°�003/15/202Gt��
575
575
SrONAL
E�
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It
PR
PROPOSED 8" 45°
8"
r
MARSAC STREET W
f
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PROPOSED
U
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WATERLINE
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12"x8" T.S.&V.
LINE CONNECTION
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13+50 14+00 14+50 15+00
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WOODBURN RD WATERLINE
CONNECTION
U)
wwl
PVI STA: 16+09.50
F
O
N
N
C)
N
N
O
N
N
N
N
57p
PVI ELEV:
9+75 10+00 10+50 11+00
11+So
1z+oo lz+So
13+00 13+So 14+00 14+So 15+00 15+So 16+00 16+So 17+00
0
n
N
m
o
NT
SWEDE STREET
TEE
PVI STA: 12+00.00
PVI ELEV: 566.1zL9
K: 1z.z6
Ln
Ln
575
LVC: 5o.00 0-1 575
7
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10+00 10+50
11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50
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9+75
ul
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MARSAC STREET
w
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STA.
NOTE: ALL ROADWAY EMBANKMENT MATERIAL
SHALL CONSIST OF SOIL AND BE PLACED INmmi
Q
SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8
Ur
VERTICAL GRAPHIC
SCALE MPACTION OVER
IN IOADBED RIN
-1.0010
s
0 2.5 a
ARECKNESS A
10 20 THE NT RE RINCHES
AOCCORDANNCE WITH
O
O
VDOT zoo? ROAD AND BRIDGE SPECIFICATION 303.04
N
PROP
( IN
FEET) NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN
1 inch
= 5 £t. AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL
SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS
CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER
G
F
HORIZONTAL
GRAPHIC SCALE RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND
o
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0 ze s0
BRIDGE SPECIFICATIONS, SECTION 302.03G.
100 zoo
a
N
JOB NO.
NOTES:
182152
( IN
FEET) 1. ALL FILL TO BE PLACED AT 95%COMPACTION.
SCALE
WI
1 inch
= 50 £t. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L.
1u -
50i
3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM
SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L &
SHEET NO.
SANITARY SEWER MUST BE PROVIDED.
11
10+00
10+50 11+00
11+50 12+00 12+So 13+00
13+So 14+00 14+So 15+00 15+50 16+00
16+5o
17+00 17+So
EWER
S
NOTE: SEE
WATERLINE
CONNECTION
NOTES
OPOSED
GRADE
(TYP.)
ON SHEET
57p
57p
EXISTING GRADE
(TYP.)
BEND TO
ATERLINE 3
5
565
565
ED 8" SANITARY
CROSSING
CULVERT
56p PROPOSED FIRE HYDRANT
560
ASSEMBLY WITH 8"x6"TEE
1.3
PROPOSED 8" zz.5 BEND
TIE -INTO EX
PROPOSED 8" CL. 5z DI WATERLINE
1z" CIP WAT
ROPOSED
NOTE: WATER MAIN CROSSING BENEATH
SEE WATER
555 CULVERT SHALL BE INSULATED
NOTES ON
�
0 01
� N
N O
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O1 �
m �
�° ip
G.V.
PVI STA:
1+49.00
PVI ELEV:
558.58
K:1
.z8
LVC:
5.00
PVI
TA:14+64�74
565
u, °,'
°, �
PVI
ELEV: 54334
565
�
m
�
°+°
�
w
�
PVI ELEV: 545
4
K: z.5o
VG 10.00
�
w
N
u.i
K: z6.og
PVI STA 16+o7.zy
v
�
v
LOW P
. STA: 1 +6
4 4�7
PVI ELE : 546.1g
>
m
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w
LVC: 137.5o
LOW
T ELEV: 543�39
K: 6.00
�
560
-
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m s
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LVC: 08.00
560
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PROPOSED VDOT
STD. CD-1
�
v
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+
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+
vi
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GRADE (TYP.)
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m
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--
;
LL
m
w
m
w
m
w555
555
m
�
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PROPOSED
PVI ELEV:54
34
&PLUG
6'
1.3'
PROPOSED
GRADE
(TYP.)
LVC: o o
�
PROPOSED
FIRE HYDRANT
OW PT. STA: 1
+34�74
/
550
ASSEMBLY
WITH 8"x6"TEE
1S
LOW PT ELEV:
4339
550
PROPOSED
VDOT
STD. CD-1
� a
�
PROPOSED 8" SANITARY
�
ry �
m
SEWER CROSSING
aw
�
..
�
FUTURE
ROAD GRADE
PROPOSED 8"x8" TEE
545
& (z) - 8" G.V.
W
m 00
w
545
-z.00�
Z00%
END PROPOSED ROAD
CONSTRUCTION
AT
3�5' M
STA. 15+68 &TIE -INTO
EXISTING GRADE
PROPOSED
8" CL.
Sz DI WATERLINE
,
PROPOSED
VDOT
PROPOSED
VDOT
STD.
CD-2
STD.
CD-z
540
a
z.00%
-z.00%
PROPOSED TYPE
-BLOW-OFF ASSEMBLY
A
540
1oA
1
0 � 5
ROPOSED
8" CL. 5z DI WATERLINE
V
V
z7
(n
(n 5'z�
535
w
PROPOSED
FIRE HYDRANT
ASSEMBLY
WITH 8"x6"
TEE
(� w
535
z
zF
o
PROPOSED
8"x8"CROSS &
(4) - 8" G.V.
o w
PROPOSED 8"
SANITARY
a
�
SEWER CROSSING
w
530
�
� �
53p
l0
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ri
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f
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g+88,
LV
: 100.0o
PROPOSED
FIRE
HYDRA
�
n,
� �
ASSEMBLY
WITH
8"x6"
01
+
W
w
01 N
+ �
�
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565
565
m
V �
Z00%
PROPOSED
PVI STA:13+8
.00
>
m
/
w
"x8" TEE &
PVI ELEV: 546
6z
/
f(2) - 8" G.V.
K: z6.35
56p
LVC: i35.o
/
560
°n
�
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w
o
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1.z'
wm
of
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17
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o
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>
00
o
~
(^
V
>
('�
/
WATERLINE
555
PVI ELEV: Szz.
1
>
�
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j
°�°
555
K: z6.o6
LVC: z53.00
PROPOSED
VDOT STD. CD-1
PROPOSED
FIRE
HYDRANT
(�(�
z
1�z� ASSEMBLY
WITH
8"x6" TEE
�
�
°ry
�
o
m
V
V
�
55p
�
N
ui
�
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/
3.5' MIN.
34A
55p
m
�
w
PROPOSED
VDOT
STD. CD-1
�
m
w
�
�
/
�o
Z
+
p
545
N
�
w
545
EXISTING
GRADE (TYP.)
�
�3
('�
I
�
3oA
54p
�
54p
PROPOSED
8"x8" CROSS
("
& (4)
- 8" G.V.
/
1.3'
535
�
PROPOSED
8"x6" REDUCER
535
0
9
�
PROPOSED
GRADE
(TYP.)
Y
�
6
0'
w
I
53p
�
530
z
0
F
'
PROPOSED
8" SANITARY
w
PROPOSED
VDOT STD.
CD-1
SEWER
CROSSING
a!
5�5
F
ROPOSED
6" CL. 5z DI WATERLINE
5�5
TO
EXISTING
o
BERKMAR
DRIVE
°
ELEV=518.83
�
14'
520
�^
4q
520
z.
PROPOSED
6" 90° BEND
TO
DOT
D
PVI
TA:1o+15.00
0
�
o
�
PVI
ELEV: 558�74
�
�
N
w
K: z.So
PVI S
A: 11+10.00
�
�^
N
`^
VC:1o.00
PVI E
EV: 560.64
v
�
�
PROPOSED
GRADE (TYP.
LOW P
.STA: 10+15.0
: z8 1
�
>
�
>
570
LOW
T ELEV: 558�79
L
: 11 0o
m
m
>
w
57p
o
w
o 00 o
o
PROPOSED
VDOT STD. CD-i
Z,00%
s
w
N w +
�
`+
I Y )
PROPOSED
�
��
u�
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EXISTING
GRADE (TYP.
565
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565
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m
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8" 45°BEND
/
1 z' �.
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WOODBURN ROAD
56p
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WATERLINE
CONNECTION
560
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PROPOSED 8" SANITARY
STD.
CD-z
PROPOSED
VDOT
1g
SEWER CROSSING
8"x8" TEE
STD.
CD-1
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3.1'
555
STA. 11+81-INTERSECTION
W/EMPIRE STREET
555
1 z'
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PROPOSED 8" CL. 5z DI WATERLINE
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SERVICE LATERAL CROSSINGS
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NOTE: CONTRACTOR SHALL TEST DIG THE EXISTING RWSA 12" CIP
WATERLINE TO CONFIRM DEPTH PRIOR TO INSTALLING SANITARY
SEWER MAIN TO ENSURE ADEQUATE SEPARATION IS ACHIEVED.]
MH-5
MH-6
STA:io+87.8o
�RIM:523.87
INV IN. 5o8.3i FROM MH-7
INV OUT. 5o8.11 TO MH-5 530
RIM:526.00
MH-7
INV IN. 507.72 FROM MH-6
STA:ii+63.66
INV OUT. 507.52 TO MH-4A
RIM:523-75
6
INV IN. OI
525
STA:6 o9 97
RI M:512.7o
M H-4A
INV OUT15o8.75
INV IN. 502.90 FROM MH-4
STA:8+84.75
RIM:514.50
I
INV OUT. 502.7o TO MH-3A
INV IN. 5o6.8o FROM MH-5
EXISTING RWSA
12" CIP
INV OUT. 5o6.6o TO MH-4
WATERLINE CROSSING
\
S20
M H-3A
STA:5+70.90A
TEST PIT
520
RIM:5o9.8o
M
-4
ELEV.=7.8'
ROPOSEDGRAC
INV IN. 502.00 FROM MH-3B
+
SR
/
INV OUT. 501.8o TO MH-3
M
.42
INV IN.
06.25 FROM MH-4A
/
5�5
INV OU
. 5o6.o5 TO M
-3B
NOTE:
CONTRACTOR
SHALL TEST
DIG
THE EXISTING
RWSA
30"
DIP
515
MH-3
-3
WATERLINE
TO CONFIRM
DEPTH
PRIOR
TO INSTALLING
SANITARY
STA:5+47.
SEWER
MAIN TO
ENSURE ADEQUATE
SEPARATION
IS ACHIEVED.
EXISTING
RWS
RIM:509.75
-
WATERLINECI
- _
INV IN. 5oo.6o FROM MH-3A
f
INV OUT. 500.4o TO MH-2 /
510
1.5' MIN.
510
EXISTING RWSA 12" CIP
WATERLINE CROSSING
==4===
8"
DIP
8" DIP
63.32 LF
@o.62%
SOS
3 3
8" SDR-26
PVC
130.64 LF @o.55°�
505
EXISTING
GRADE (TYP.)
8" SDR
26 PVC
62.82 LF
Qa 0.55%
8" DIP
203.89 L
@ 1.54°A
71.85 LF
Qa o.61%
500
/
500
/
NOTE: CONTRACTOR
SHALL
TEST DIG THE
EXISTING RWSA
12" CIP
WATERLINE
TO CONFIRM
DEPTH PRIOR TO
INSTALLING
SANITARY
SEWER MAIN
TO ENSURE
ADEQUATE SEPARATION
IS ACHIEVED.
495
1
495
/
8" SDR-26
PVC
8" SDR-26
PVC
BORE & JACK PER
ACSA STANDARDS 45 LF OF
24"
19-54
LF Qa 6.14%
35-07 LF @
2.00%
STEEL CASING PIPE
(o.5o" MIN WALL THICKNESS)
EX MH-HRVSTMN-i-i
W/ 8" RESTRAINED
JOINT D.I. CARRIER PIPE.
STA:o+oo.00
RIM:482.71
2
490
INV IN. 477.o1 FROM MH-i
EX. INV OUT. 476.81
STA:2+3.6.99
RIM:482.83z.83
490
INV IN. 478.62 FROM MH-3 (2)
MH-i
INV OUT. 478.42 TO MH-1
8" SDR-26 PVC
STA:o+69.12
326.37 LF Qa 6.67%
RIM:482-75
485
INV IN. 477.62 FROM MH-2
ZA
485
INV OUT.
477.42 TO EX MH-HrvstMn-i-i
3.5'
48o
TIE-IN TO
EXISTING
MIN.
480
SANITARY SEWER
MANHOLE
8" SDR-26
PVC
8" SDR-26 PVC
143-87 LF @
o•56%
475
65.12 LF @0.63%
475
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4+50 5+00 5+50 6+oo 6+5o 7+00
M H-7 - EX M H-H RVSTM N-1-1
7+50 8+oo 8+50 9+00 9+50 10+00 20+50 11+00 11+50
ACSA GENERAL WATER & SEWER CONDITIONS
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL
BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK.
2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND
WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND
LINES AND STRUCTURES, AS NECESSARY.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER
CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA.
4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (i-800-552-7001).
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE & ONE-HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE,
OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC.
7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF
THE LINE.
9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
io. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE
JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT).
A MH-8
) MH-6
iE (TYP.)
A 3o" DIP
ZOSSING
NOTES:
1. ALL FILL TO BE PLACED AT 95%COMPACTION.
2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L.
3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM
SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L &
SANITARY SEWER MUST BE PROVIDED.
NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE
SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 2113, FLOWABLE
FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR
CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE
SPECIFICATIONS, SECTION 302.o3G.
VERTICAL GRAPHIC SCALE
( IN FEET )
1 inch = 5 ft.
HORIZONTAL GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
200
SCOTT/R. CiTLL.
No. 35791
A 03/15/2021
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SCALE
1" _ 501
12
575
570
565
56o
555
MH-16
550 STA:0+71.84
R I M:544'00
INV IN. 531-45 FROM MH-17
INV OUT. 531.25 TO MH-11
� � V
M H-li \
STA:o+oo.00
RIM:539.00
INV IN. 526.45 FROM MH-16
INV IN. 526.45 FROM MH-12
INV OUT. 526.25 TO MH-io
540
535
530
DI
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EXISTING GRADE (TN
M H-20
STA:4+72.47
RIM:56o.z5
INV IN. 549-53 FROM MH-21
INV OUT. 54933 TO MH-ig
MH-ig
STA:3+79.01 /
RIM:559.67
INV IN. 548.7o FROM MH-20
INV OUT. 548.5o TO MH-18 /
MH-18
STA: z+86.34 /
RIM:555.13
INV IN. 547.2o FROM MH-19 P
INV OUT. 547.00 TO MH-17 PROPOSED 8" DI
MH-i7 WATERLINE CROSSING
STA:1+62.33
RIM:546.76
INV IN. 539.2o FROM MH-18
INV OUT. 539.00 TO MH-16
SDR-26 P 4�/0 8" SDR-z6 PVC
81.61 LF 1 89.46 LF Qa 0.70%
575
MH-24
MH-23
M H-zz
STA:8+o5. z1
STA:9+zg.53
MH-21
STA:6+94.67
RIM:57i.i7
STA:6+44.07
RIM:567.66
INV IN. 567
INV IN. 56z.y5 FROM MH-24
INV OUT. 563.4z TO MH-z3
RIM.
INV IN. 561.zo FROM MH-23
INV OUT. 562.25 TO MH-zz
570
INV IN. 55937 FROM MH-22
INV OUT. 561.00 TO MH-21
INV OUT. 559.i7 TO MH-20
/
1
_
PROP 50 ED 8" DI
WATERLINE CROSSING
PROPOSED 8" DI
WATERLINE CROSSING
565
18'
2.3'
8"
SDR-26 PVC
SDR-z6 PVC
1z0.3z
LF Qa o.81%
8"
106.55 LF @ 0.991/b
560
;ED GRADE (TYP.
8" SDR-26 PVC
46.5g LF @a 3-SOO/O
555
u60(o
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SERF may.
6160�
550
MH-24 - MH-11
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525
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INV IN. 518
INV OUT.
565
1 555
1 550
1 545
1 540
MH-8
STA:1+oo.45
/ RIM:533.00
INV IN. 529.78 FROM MH-g
535 INV OUT. 5i9.58TO MH-7
MH-7
STA:o+oo.00 IN
RIM:5z3-75
5o FROM MH-8
o8.75 TO MH-6
525
-PROPOSrD 6o" MH
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1 520
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5�5 96.45 LF @a 1.12%
1 510
GRADE
8" SDR-26 PVC
n.45 LF @ 0.520A
545
540
NOTES:
1. ALL FILL TO BE PLACED AT 9S%COMPACTION.
z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L.
3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM
SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L &
SANITARY SEWER MUST BE PROVIDED.
NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE
SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE
FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR
CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE
SPECIFICATIONS, SECTION 302.03G.
VERTICAL GRAPHIC SCALE
5 0 25 5 10
( IN FEET )
1 inch = 5 ft.
HORIZONTAL GRAPHIC SCALE
( IN FEET )
1 inch = 50 ft.
MH-i5
STA:8+19.32
MH-1y RIM:563.50
STA:7+09.65 INV OUT. 557-75 TO MH-14
RIM:559-58
FROM MH-15 /
INV IN. 553.2o
INV OUT.
553-oo TO MH-13 /
MH-13
/
STA:6+25.51
RIM:554-00
INV IN. 548.2o FROM MH-14
/
INV OUT. 548.00 TO MH-12
--
SRM 3865
/
856RF�31ro
INV IN. 541.2o FROM MH-13
yo5
INV OUT. 541.00 TO MH-11
EXISTING GRADE
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6Qo(o
F � 5g9
a 1�v
MH-i1/
SRAM+30.43
PROPOSED8"DI
539
INV IN. S26.45 FROM MH-16
INV IN. FROM MH-22
WATERLINE
CROSSING
6QJ.6°
C
526.45
INV OUT. TO MH-10
g
5z6.z5
/
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MH-10
STA:3+6739
11.5'
RIM:533.00
INV IN. 524.7o FROM MH-11 z5
INV OUT. 5z4.5o TO MH-g
5. z
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4.1 pe ti�
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STA:2+41.89
RIM:526.5o
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IN. 520.7o FROM MH-lo
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SC07 R. LLINSZ
No. 35791
pow 03/15/2021 ���
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SCALE
III _501
SHEET NO.
13
NOTES:
i. ALL FILL TO BE PLACED AT 95% COMPACTION.
2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L.
3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM
SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L &
SANITARY SEWER MUST BE PROVIDED.
NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE
SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 2113, FLOWABLE
FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR
CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE
SPECIFICATIONS, SECTION 302.03G.
NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH
OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN
ACCORDANCE WITH STANDARD SL-1 AS FOUND IN
THE 2oo8 ROAD AND BRIDGE STANDARDS.
NOTE: HDPE CAN BE USED AS AN ACCEPTABLE
SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES.
SEE DETAIL ON SHEET 17 FOR HDPE PIPE
BEDDING INFORMATION.
NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH
OF 4' OR GREATER SHALL HAVE STEPS IN
ACCORDANCE WITH STANDARD ST-1 AS FOUND IN
THE 2oo8 ROAD AND BRIDGE STANDARDS.
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INV IN: 53635 TO 2
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INV IN: 534 ooTOlo
Ln Z Z Z Z
545
INV IN: 535.So TO 26
INV OUT: 529.67 TO 6
15"
RCP
543o
LF �a 5.52%
540
540
PROPOSED
8" DI
1 5
1.4'
15" RCP
WATERLINE
CROSSING
46.o1 LF @a 3.26%
PROPOSED
8" S INITARY
535
SEWER
CROSSING
535
4.1 Li5" RCP
28.o5 LF @a 2.92%
530 PROPOSED 8" S..... RY
SEWER CROSSING
15" RCP
2
5.56 LF @a 2.93%
CONTRACTORSHALL INSTALL A
" THICK STEEL PLATE AT THE
5�5 BOTTOM OF THE STRUCTURE
rn Itm 0 ko M io 0 0
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STR-36 - STR-8
530
570
565
56o
555
550
545
540
535
530
525
D VDOT STD.
RIPRAP OUT
5zo
INV. OUT=5i
515
PROPOSED GRADE (TYP
STR:io VDOT STD. DI-3B (L=6')
TP=543.92
INV IN: 537.42 TO 12
INV IN: 536.75 TO 106
INV IN: 540.42 TO ROOFS
INV OUT: 535.17 TO 8
EXISTING GRADE (TYP. /
STR:8 VDOT STD. MH
TP=541.17
INV IN: 534-oo TO io
INV IN: oTO 26
0
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STR:18 VDOT STD. DI-313 � (L-12') > 570
STR:16 VDOT STD. DI-3B INV IN
(L=6') TP=56633 n'�
: 55935TO zo d In
O>
TP=559.83 INV IN: 562.83 TO ROOFn v~i H Z
INV IN: 552.77 TO 22 INV OUT: 559.25 TO 16
INV IN: 552.77 TO 18 ,
INV IN: 55633 TO ROOF6 565
INV OUT: 552.67 TO 14 PROPOSED 8" DI
-WATERLINE CROSSING PROPOSED 8' DI
STR:14 VDOT STD. DI-36 (L=8')
TP=556.84 WATERLINE CROSSING
I N V I N: 549.75 TO i6
INV IN: 55333 TO ROOF5 56o
INV OUT: 54633 TO 12
STR:12 VDOT STD. DI-313 (L=6')
TP=548.28 /
INV IN: 542.25 TO 14 PROPOSED 8" DI 15 RCP 0
INV IN: 541.00 TO 12B WATERLINE CROSSING 30.23 LF Qa 1.06/0
INV IN: 543.25 TO ROOF4 RCQ y9 555
INV OUT: 540.90 TO io
/
/
5355
INV OUT: 529.67
TO 6
00
STR:6 VDOT
STD. DI-313 (L=1o')
PROPOSED
6" DI
TP=534.25
WATERLINE
CROSSING
INV IN: 528.58 TO
8
INV
/
OUT: 523.5o TO
4
1.3
8`F�y89%
1y0.5
STR:4 VDOT STD. DI-3B (L-8')
ow
TP=527.58
INV IN: 522.25 TO 6.�w7
INV IN: 5zo.z7 TO 4BJ
INV OUT: 520.17 TO 2
CONTRACTOR SHALL INSTALL
%"THICK STEEL PLATE AT THE
BOTTOM OF THE STRUCTURE
A
11f
18" RCP
STR:2 VDOT STD. MH
54.69 LF Qa 2.14%
. 5z
INV IN: 52919.5z TOO4 4
1.0, CONTRACTORISHALLINSTALLA
% THICK STEEL PLATE AT E
INV OUT: 519.4z TO /
BOTTOM OF THE STRUCTURE
PROPOSED 8' SANITARY
SEWER CROSSING
1 \
24" RCP
62.15 LF Qa 1.75%
L
CONTRACTORSHALL
INSTALL A
z"
BOTTOM
THICK STEEL PLATE AT THE
OF THE STRUCTURE
3o" RCP
30' RC ° 91.33 LF @ 0.71%
65.7o LF Qa o.64/0
24" RCP
76.74
LF Qa 1.63%
In
I�
n
Ol
co I�
co N
00 l0
CO
�,Ln
vi
�
� vi
vi
vmi
Ln
9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00
00
J
EXISTING GRADE (TYP.
J
°m
i
m
m ry n
o
o
d
STR:16 VDOT STD. DI-3B (L=6')
Ci
N O
0 0 O
TP=559 83
r
Ln
00 o
in H- 0
INV IN: 552.77TO 22
r
N o ,0;,
O ° v
INV IN: 2. TO 18
55 77
0 -? ~ `n-m
0 N ko m tn-
M" v
_> oo � ..
INV IN: 55633 TO ROOF6
>
m v"'i �F
a 0) Ln
INV OUT: 552.67TO14
n
Lzzp
� 1>O
a>>>
CL
� ZZ
,n�-zzz
56o 56o
PROPOSED 8" DI
WATERLINE CROSSING FPROPOSED GRADE (TYP
555 555
550
i5' RCP
28.73 LF Qa o.8o%
::-,4 � �
15" RCP
3.4' 55.27 LF @a 1.63%
550
PROPOSED 8"
SEWER CROS:
5�5 N a
Ln
m 0
v� v
0+00 0+50 1+00
2+So 3+00 STR-24 - STR-16
a6.4� F�33a%
CONTRACTOR SHALL INSTALL A
-'/a" THICK STEEL PLATE AT THE
BOTTOM OF THE STRUCTURE
VERTICA� GRAPHf SCALE
2.s
.
W
co
Ol
m N
In
co
C.
13+50 14+00
14+50 15+00
15+50
STR-2o TO OUTFALL
J
m N
M w
p ON
STR:12 VDOT STD. DI-3B (L=6')
o � O 555
S
TP=548.28
-0 H
INV IN: 543.25 TO 14
o?
INV IN: 541.00TO 12B
o ° a
INV IN: 543.25 TO ROOF4
m N uN�iH
INV OUT: 540.90 TO io
N 00 D
�n ? O
550
d > > 550
Ln HzZ
PROPOSED 8"
WATERLINE CROSSIP
540
535
545
ROPOSED GRADE (TYP.)
1.3'
540
15" RCP
34.o9 LF Qa 1.17%
535
545 N
a m
-0+25 0+00 0+50 0+75
STR-12B TO STR-12
( IN FEET )
1 inch = 5
( IN FEET )
lD
V1
M m
N O
O
Ltl
"0
16+oo 16+5o 17+00 17+50 18+oo 18+50
555 0
V
EXISTING GRADE (TYP.) ^'
I 0
TR:lo VDOT STD. DI-3B (L=6') p p
TP=543.92Ln ~
INV IN: 537-42 TO 12 -v+
INV IN: 536.75TOloB 0 m
INV IN: 540.42TO ROOF3 m CO F
INV OUT: 53517T08 0
't=O
u CL >
545 I~ Z
WATERLINE CRC
540
550
545
540
535
530
525
520
515
19+00 19+25
W
EXISTING GRADE (TYP.) m i
535
535 0 -0 0
550Ci
o
Ln P 00
0
STR:4 VDOT STD. DI-313 (L=8') o � N
TP=527.58 00 `
INV IN: 522.25 TO 6 ' Z O 530
545
in
INV IN: 520.27 TO 4B 0- z z
Ln F-- -
INV OUT: 520.17 TO z
D GRADE
(TYP.)
525 525
54o
PROPOSED GRADE (TYP.) PROPOSED 8" DI
WATERLINE CROSSING SING
III
l z
520 520
535 535 15" RCP
15" RCP 27.72 LF @a 1.12%
28.96 LF Qa 2.59%
CON TRACTIOR SHALL INSTAL
%" THICKK STEEL PLATE AT TF 515 515
530 BOTTOM OF THE STRUCTURE
O
ai
a
0+00 0+50
STR-1oB - STR-so
� N
N N
-0+25 0+00 0+5o 0+75
STR-4B TO STR-4
SCOTT/R. CiTLLINS'Z
No. 35791 a�-
pow 03/15/2021
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SCALE
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SHEET NO.
14
EXISTING GRADE (TYP.)
555
555
50
J
U
m 1i
O 0 0 Co
0_ MNO
550
P zo O 0 �-
550
v7 F-r
0 9 On o
STR:28B VDOT STD. DI-36 (L=6')
M
p o 0 of oo
> o � M MF
TP=545.33
m a..
INV IN: Syo.00TOYD-io
N z z z p
INV OUT: 539.00 TO 28
545
F a»»
1n �- z z z z
545
PROPOSED
WATER
crrn ni-r
i-n�cclnv-�
ROPOSED GRADE
(TYP.)
540 1 III 1�.5 --J 1 1 540
L15" RCP
535 so.81 LF @a 1.97% 535
In N N N
O M
0+00 0+50
STR-28B -STR-28
co
11
M
p o
555
° 555
EXISTING GRADE (TYP.)
Ln -o
H
1 I
o 00 `"
>>
STR:30 VDOT STD. DI-36 (L=6')
o M
TP=54833
m °o ^F
INV IN: 541.1oTO3oB
m Lnzp
INV IN: 543.00 TO 32
�rzz 550
INV OUT: 541.00 TO 28
(-PROPOSED GRADE (TYP.)
545 545
1 2' PROPOSED 8" DI
WATERLINE CROSS
540 540
15" RCP
27.75 LF (7a 1.44%
535
Ln M
M
o Co
0+00 0+50
STR-3oB - STR-3o
NOTES:
I. ALL FILL TO BE PLACED AT 95%COMPACTION.
2. MINIMUM 3.S' OF COVER MUST BE MAINTAINED OVER W/L.
3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM
SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L &
SANITARY SEWER MUST BE PROVIDED.
NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE
SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE
FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR
CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE
SPECIFICATIONS, SECTION 302.03G.
535
00
11
GRADE (TYP.
coEXISTING
� M
565
0 0
STR:34 VDOT STD. DI-313 (L=6')
1n _m .
I- `^
TP=558.17
0 ^ v
INV IN: 55135TO34B
m iO H
INV IN: 552.35TO36
't000D
INV IN: 554.67TO ROOF10
>
INV OUT: 551.25TO3z
U)I-z.
�PROPO
PROPOSED
8"
DI
WATERLINE CROSSING
-
NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH
OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN
ACCORDANCE WITH STANDARD SL-1 AS FOUND IN
THE 2oo8 ROAD AND BRIDGE STANDARDS.
NOTE: HOPE CAN BE USED AS AN ACCEPTABLE
SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES.
SEE DETAIL ON SHEET 17 FOR HDPE PIPE
BEDDING INFORMATION.
NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH
OF 4' OR GREATER SHALL HAVE STEPS IN
ACCORDANCE WITH STANDARD ST-1 AS FOUND IN
THE 2oo8 ROAD AND BRIDGE STANDARDS.
550
545
56o
GRADE (TYP.)
555
550
i5" RCP
28.7o LF Qa o.8o%
545
co
�00
0+00 0+50
STR-34B - STR-34
J
m
o am a _
p a a0 g x
� 00 p 00
H �F
O N N 1n V
p 0 l� ID Ln ~O to
525 N N `"> > O C" "„ 525
? ,n.Z Z p m o Z H
>>> ry N > �
'L>O
,nFzzZ uzo
Ln � w ?
520 r\ I 520
EXISTING GRADE
515
510
VERTICAL GRAPHIC SCALE
5 0 2.5 5 10
( IN FEET )
1 inch = 5 ft.
HORIZONTAL GRAPHIC SCALE
( IN FEET )
1 inch = 50 ft.
STR:40 VDOT STD. DI-313 (L=8')
TP=521.00
INV IN: 516.02 TO 42
INV OUT: 515.92 TO 38B ao
d
m
1 M N
3m ' S
v p a a0 O
H OO--
o M o N L
00 F- N N l ~
5�5 Ln 0 p 0 o o LnS25
STR:38 VDOT STD. MH-� - u N N H `" `"� ->
TP=519 92 0 . . H �� v ? Z O *A v, 0
11
INV IN: 514.10TO3813 m00 azzz a>
INVIN:514.1oTO48 HZ=O ~--- nHz
INV OUT. 514.00 Tb EX. COLVER F " > >
1 520 1 1n z z 520
I III III -EXISTING GRADE (TYP.)
PROPOSED GRADE (TYP.) /
515 15 RCP
48.63 LF Qa o.gg%
15" RCP
15.6o LF Qa o.96%
1R15" RCP
510 48.67 LF Qa 3.23% 27.81 LF Qa 0.54% 510
1. 0)� m
Vl H In N N
0+00 0+50 1+00
STR-44 - =-38
1S" RCP
66.17 LF @ 0.73%
O COO O N
o N o 0
N N N N
0+00 0+50
FT-R-42B - STR-42
20
515
510
NOTE: WATER MAIN CROSSING BELOW
CULVERT SHALL BE INSULATED.
565 PROPOSED GRADE (TYP.),
565
EXISTING
560
GRADE
(TYP.)
PROPOSED
VDOT
WITH RIPRAP
�
STD. ES-1
OUTFALL
- -
560
15" RCP
13' NV.
IN=560.42
67.34 LF C o.62%
INV. OUT-56o.00
�PROPOSED
INSI
LATED
WATERLINE
CROSSING
555
555
0
o n
ko
^� m
C o
o
N
In
N
0+00 0+50 1+00 1+50
CULVERT
2+00 2+50
tT
SCOTT/R. CiTLLINS'Z
No. 35791
pow 03/15/2021
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Project Berkmar Overlook
Plan SheetNo.
Designer AML, PE
Sheet 1 of 1
Culvert
Rev. Date
Date 1!3/2020
AHW Controls
STATION:
HYDROLOGICAL DATA:
100 yr. Flood plain
elev.
DesignAHWdepth
elev.
Structures
elev.
freq. TWelev.
Culvert#1: DA=0.56 ac., Cw=0.45, Tc=13 min., 2-year Q=0.93 ds, 10-year Q=1.29
=
Cfs
Shoulder
_
elev. 562.5
_
CL
elev. 562.33
DISCHARGES USED
RISKASSESSMENT
ADT
Skew
°
Cover
Q 2 = 0.93 CFS
Detours Available
Length
Q 10 = 1.29 CFS
Overtopping Stage
Q = CFS
Flood Plain Management
Inv, El. 560.42
So=
0.62% Inv. El. 560.00
Q = CFS
Criteria and Significant Impact
Orig. Gr. Elev.
L=
67.34 Ong. Gr. Elev.
Q = CFS
HEADWATER COMPUTATIONS
CONT.
OUTLET
End
INLET CONT.
OUTLET CONTROL
CULVERT TYPE & SIZE
Q
Q/B
HW.
VELOCITY
Treat
COMMENTS
HW/D
HW
Ke
do
(dc+D)/2
ho
H
LSo
HIN
C.M.
Smoolh
ELEV.
Proposed 15" RCP Culvert(2 yr)
0.93
0.93
0.4
0.5
0.5
0.4
0.83
0.83
0.1
0.4
05
0.5
3.18
ES-1
VDOTSTD. EC-1 Class Al Outlet Protection
Proposed 15" RCP Culvert(10 yr)
1.29
1.29
0.5
0.6
0.5
0.4
0.83
0.83
0.1
0.4
05
0.6
3.46
STR:48 VDOT STD. DI-i
TP=519.50
PROPOSED GRADE (TYP.)- INV IN: 514-55 TO SWM
INV IN: 514-55 TO So
STR:38 VDOT STD. MH INV OUT: 514-45 TO 38
TP=S19.92 525
INV IN: 514.10 TO 38B
INV IN: 514.10 TO 48
INV OUT. S14.00 Tb EX. CULVERT STR:So VDOT STD. DI-313 (L=6')
TP=520.17
INV OUT: 2o I UT: S 4�548
520
XISTING GRADE (TYP.)
515 1 111 1 11 1 11 1 515
24" RCP 15" RCP
17.06 LF 2.05% 18.82 LF @ 1.97%
51O I I I 510
m
N �
0+00 0+50
JSTR-50-STR-38
535
EXISTING GRADE
(TYP.)
F-
V
PROPOSED
GRADE (TYP.
• co
Ln It
530
An
530
00
^�
- m
O
to 1 o
F
/
eo
O v
0 00't
/
g ,
~O `"" N
LA vi O
5�5
p> o a a
�,�
Z Z p
a u>
L z
525
Ln F-zzz
520
520
515
515
2
c i•990
L
118.99
510
510
o
0n
k
m
N
N
In
0+00 0+50 1+00
SWIM - STR-48
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N N
LU
N N N N
0 M N -I-I
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SCALE
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SHEET NO.
15
_ W _
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♦♦
SCOTT R. LLINS'Z
U No. 35791 a�-
♦♦ �� _ _ \ �\ \ v \ \ \ \ \ 4�0� 03/15/2021ft' we
��
• YDr9 :::.... �� ♦ �s'# CULVERT
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PROPOSED PRIVATE YARD ,
�
\ \
& ROOF RAIN SYSTEM LOT 6 , ♦ \ / \ \ Z
YD-8 ♦ ♦ , \ W \ \ \ \ \ \ \
- 6
5 / , ♦ sy �` PROPOSED DRAINAGE DIVIDE (TYPJ \ \ \ \ \ \ \ \ \� \ \ \ o
C \ / , \
SEDDRAINAGE DIVIDE (TYP. LOT4 � YD-i8_�� $p® \ Ln F
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6
�DFDRAIN SYSTEM D
�i V �� ♦ - - - v o m z o
( ♦ �A A ♦ �� OT io YD �4 Ln g Lu
(1 LOT �\ \ A . ! is v� ♦ ♦ A a uJ o
■ �� \ - � 01LLI
I =i T LOTz4 \ \ /LL//I
� . .' ♦ � LOT�i1V � ::. LOTH � � LOT � � ♦ � LL z a a
12
LLI
- _ LOT i7 ; � �\ YD-13 ♦ \ \ m
♦ ♦� a >
LOT - w
DRAINAGE DESCRIPTIONS
PIPE INFORMATION
INLET INFORMATION
STIR. NO.
CIA.
(in.)
LENGTH'
(ft.)
SLOPE
(%)
INVERT
IN
INVERT
OUT
MATERIAL
INLET TYPE
Curb
Type
SLOT
LENGTH
RIM
ELEVATION
20
DI3B
CG-6
10
566.63
19
15
30.23
1.06%
559.67
559.35
RCP
18
DI-31B
CG-6
12
566.33
17
15
151.22
4.29%
559.25
552.77
RCP
16
DI3B
CG-6
6
559.83
15
15
86.44
3.38%
552.67
549.75
RCP
14
DI-31B
CG-6
8
556.84
13
15
122.34
4.15%
546.33
541.25
RCP
12
DI31B
CG-6
6
548.28
\ 11
18
120.58
2.89%
540.90
537.42
RCP
10
DI-31B
CG-6
6
543.92
9
18
54.69
2.14%
535.17
534.00
RCP
8
MH
CG-6
0
541.17
7
24
62.15
1.75%
529.67
528.58
RCP
6
DI3B
CG-6
10
534.25
5
24
76.74
1.63%
523.50
522.25
RCP
4
DI-313
CG-6
8
527.58
3
30
91.33
0.71%
520.17
519.52
RCP
2
MH
CG-6
0
526.00
1
30
65.70
0.64%
519.42
519.00
RCP
- 4B
DI-31B
CG-6
8
527.67
4A
15
27.72
1.12%
520.58
520.27
RCP
106
DI-3C
CG-6
8
544.08
10A
15
28.96
2.59%
537.50
536.75
RCP
126
I
DI-31B
CG-6
12
548.27
12A
15
34.09
1.17%
541.40
541.00
RCP
24
DI-3B
CG-5
6
559.83
23
15
55.27
1.63%
554.00
553.10
RCP
22
DI-38
CG-6
8
559.92
21
15
28.73
0.80%
553.00
552.77
RCP
36
DI-31B
CG-6
8
561.08
35
15
55.41
5.38%
555.33
552.35
RCP
34
DI36
CG-6
6
558.17
33
15
99.78
5.16%
551.25
546.10
RCP
32
DI3B
CG-6
8
552.00
31
15
1 54.30
5.52%
1 546.00
543.00
RCP
30
DI-31B
CG-6
6
548.33
29
15
46.01
3.26%
541.00
539.50
RCP
28
DI3C
CG-6
8
544.00
27
15
28.05
2.92%
537.17
536.35
RCP
\ 26
DI-31B
CG-6
6
543.83
25
15
25.56
2.93%
536.25
535.50
RCP
28B
DI3B
CG-6
6
545.33
28A
15
50.81
1.97%
539.00
538.00
RCP
30B
DI3B
CG-6
8
548.50
30A
15
27.75
1.44%
541.50
541.10
RCP
34B
DI31B
CG-6
8
558.67
34A
15
28.70
0.80%
551.58
551.35
RCP
44
CIA
CG-6
0
521.00
43
15
48.63
0.99%
516.75
516.27
RCP
42
DI31B
CG-6
8
521.08
41
15
27.81
0.54%
516.17
516.02
RCP
40
DI-313
CG-6
8
521.00
39
15
48.67
3.23%
515.92
514.35
RCP
38B
DI-3C
CG-6
8
519.83
38A
15
15.60
0.96%
514.25
1 514.10
1 RCP
38
MH
CG-6
0
519.92
37
24
117.50
2.23%
514.00
511.30
RCP
50
DI3B
CG-6
6
520.17
49
15
18.82
1.97%
514.92
514.55
RCP
48
DI-1
CG-6
0
519.50
47
24
17.06
2.05%
514.45
514.10
RCP
SWIM
0.0
CG-6
0
523.50
24
118.99
1.99%
516.92
514.55
RCP
42B
MH
CG-6
0
1 520.00
42A
15
66.17
0.739%
516.75
516.27
RCP
Structure
Area
Cw
to
(Acres)
(Min.)
2
0.00
0.90
5.0
4
0.09
0.65
5.0
4B
0.15
0.55
6.0
6
0.11
0.75
5.0
8
0.00
0.90
5.0
10
0.12
0.70
6.0
10B
0.18
0.50
6.0
12
0.16
0.70
6.0
12B
0.33
0.65
6.0
14
0.14
0.65
6.0
16
0.12
0.70
5.0
18
0.42
0.70
6.0
20
0.35
0.70
6.0
22
0.18
0.70
6.0
24
0.04
0.60
5.0
26
0.05
0.75
5.0
28
0.11
0.70
5.0
28B
0.03
0.60
5.0
30
0.07
0.70
6.0
30B
0.09
0.70
5.0
32
0.15
0.60
6.0
34
0.07
0.70
6.0
34B
0.12
0.75
6.0
36
0.22
0.55
6.0
38
0.00
0.90
5.0
38B
0.06
0.85
5.0
40
0.15
0.70
6.0
42
0.14
0.65
5.0
44
0.35
0.35
11.0
46
0.00
0.90
5.0
48
0.11
0.30
6.0
50
0.10
0.60
6.0
SWM
0.01
0.90
5.0
42B
0.79
0.60
10.0
ROOFI
0.16
0.90
5.0
ROOK
0.06
0.90
5.0
ROOF3
0.09
0.90
5.0
ROOF4
0.09
0.90
5.0
ROOF5
0.09
0.90
5.0
ROOF6
0.09
0.90
5.0
ROOF7
0.14
0.90
5.0
ROOF8
0.16
0.90
5.0
ROOF9
0.13
0.90
5.0
R00F10
0.14
0.90
5.0
R00F11
0.12
0.90
5.0
YD-1
0.27
0.30
9.0
YD-2
0.14
0.50
6.0
YD-3
0.17
0.50
6.0
YD-4
0.15
0.30
6.0
YD-5
0.13
0.50
5.0
YD-6
0.03
0.30
6.0
YD-7
0.05
0.30
6.0
YD-8
0.03
0.55
6.0
YD-9
0.09
0.50
6.0
YD-10
0.00
0.90
5.0
YD-11
0.08
0.50
6.0
YD-12
0.16
0.45
6.0
YD-13
0.07
0.45
6.0
YD-14
0.11
0.45
6.0
YD-15
0.10
0.50
6.0
YD-16
0.05
0.50
6.0
YD-17
0.09
0.55
6.0
YD-18
0.04
0.75
6.0
YD-19
0.17
0.45
6.0
YD-20
0.08
0.40
6.0
YD-21
0.07
0.50
6.0
YD-22
0.04
0.50
6.0
CULVERT
0.56
0.45
13.0
YD-23
0.01
0.30
5.0
YD-24
0.07
0.30
5.0
YD-25
0.04
0.30
5.0
YD-26
0.03
0.30
5.0
YD-27
1 0.02
1 0.30
1 5.0
Public Drainage Easement Chart
Pipe No.
Size (inches)
Max Depth (feet)
Easement Width Required (feet)
Easement Width Provided (feet)
3
30
4.5
13.5
20
15
15
6.2
15.7
20
23
15
5.3
13.9
20
25
15
6.0
15.3
20
29
15
5.7
14.7
20
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Project:
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Job #:
182152
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SHEET NO.
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PIPE DESIGN
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Pipe
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Pipe
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ape run: STR-20 - SWM Basin
20
18
0.35
0.70
0.245
0.245
6.00
6.35
1.56
1.56
559.67
559.35
30.2
0.013
0.0106
15
6.65
4.36
0.12
18
16
0.42
0.70
0.294
0.539
6.12
6.32
1.86
3.40
559.25
552.77
151.2
0.013
0.0429
15
13.38
9.05
0.28
16
14
0.12
0.70
0.084
1.124
6.39
6.24
0.52
7.01
552.67
549.75
86.4
0.013
0.0338
15
11.88
10.06
0.14
14
12
0.14
0.65
0.091
1.215
6.54
6.20
0.56
7.53
546.33
541.25
122.3
0.013
0.0415
15
13.16
11.07
0.18
12
10
0.16
0.70
0.112
1.541
6.72
6.14
0.69
9.47
540.90
537.42
120.6
0.013
0.0289
18
17.86
10.19
0.20
10
8
0.12
0.70
0.084
1.715
6.92
6.09
0.51
10.44
535.17
534.00
54.7
0.013
0.0214
18
15.37
9.33
0.10
8
6
0.00
0.90
0.000
2.738
7.02
6.06
0.00
16.60
529.67
528.58
62.2
0.013
0.0175
24
29.93
9.76
0.11
6
4
0.11
0.75
0.083
2.821
7.12
6.03
0.50
17.02
523.50
522.25
76.7
0.013
0.0163
24
28.88
9.55
0.13
4
2
0.09
0.65
0.059
3.157
7.26
6.00
0.35
18.94
520.17
519.52
91.3
0.013
0.0071
30
34.56
7.16
0.21
2
OUT
0.00
0.90
0.000
3.157
7.47
5.95
0.00
18.94
519.42
519.00
65.7
0.013
0.0064
30
32.81
6.90
0.16
ape run: STR-4B - SiR-4
4B
4
0.15
0.55
0.083
0.278
6.00
6.35
0.52
1.76
520.58
520.27
27.7 0.013
0.0112
15
6.84
4.63
0.10
ape run: STR-10B - STR-10
10B
10
0.18
0.50
0.090
0.090
6.00
6.35
0.57
0.57
537.50
536.75
29.0
0.013
0.0259
15
10.40
4.38
0.11
ape run: STR-12B - STR-12
12B
12
0.33
0.65
0.215
0.215
6.00
6.35
1.36
1.36
541.40
541.00
34.1
0.013
0.0117
15
6.99
4.34
0.13
ape run: STR-24 - SiR-16
24
22
0.04
0.60
0.024
0.375
5.00
6.67
0.16
2.50
554.00
553.10
55.3
0.013
0.0163
15
8.25
5.83
0.16
22
16
0.18
0.70
0.126
0.501
6.00
6.35
0.80
3.18
553.00
552.77
28.7
0.013
0.0060
15
5.78
4.79
0.10
ape run: STR-36 - SiR-8
36
34
0.22
0.55
0.121
0.121
6.00
6.35
0.77
0.77
555.33
552.35
55.4
0.013
0.0538
15
14.98
6.31
0.15
34
32
0.07
0.70
0.049
0.260
6.16
6.30
0.31
1.64
551.25
546.10
99.8
0.013
0.0516
15
14.67
7.78
0.21
32
30
0.15
0.60
0.090
0.350
6.37
6.24
0.56
2.18
546.00
543.00
54.3
0.013
0.0552
15
15.18
8.67
0.10
30
28
0.07
0.70
0.049
0.543
6.48
6.21
0.30
3.37
541.00
539.50
46.0
0.013
0.0326
15
11.66
8.13
0.09
28
26
0.11
0.70
0.077
0.986
6.57
6.19
0.48
6.10
537.17
536.35
28.1
0.013
0.0292
15
11.04
9.21
0.05
26
8
0.05
0.75
0.038
1.023
6.62
6.17
0.23
6.31
536.25
535.50
25.6
0.013
0.0293
15
11.06
9.30
0.05
ape run: STR-28B - STR-28
28B
28
0.03
0.60
0.018
0.366
5.00
6.67
0.12
2.44
539.00
538.00
50.8
0.013
0.0197
15
9.07
6.23
0.14
ape run: STR-30B - STR-30
30B
30
0.09
0.70
0.063
0.144
5.00
6.67
0.42
0.96
541.50
541.10
27.8
0.013
0.0144
15
7.75
4.22
0.11
ape run: STR-34B - STR-34
34B
34
0.12
0.75
0.090
0.090
6.00
6.35
0.57
0.57
551.58
551.35
28.7
0.013
0.0080
15
5.78
2.98
0.16
ape run: STR-44 - IXISTING OUiFALL
44
42
0.35
0.35
0.123
0.123
11.00
5.18
0.63
0.63
516.75
516.27
48.6
0.013
0.0099
15
6.43
3.32
0.24
42
40
0.14
0.65
0.091
0.688
11.24
5.13
0.47
3.53
516.17
516.02
27.6
0.013
0.0054
15
4.75
4.23
0.11
40
38B
0.15
0.70
0.105
0.793
11.35
5.11
0.54
4.05
515.92
514.35
48.7
0.013
0.0323
15
11.61
8.53
0.10
38B
38
0.06
0.85
0.051
0.844
11.45
5.10
0.26
4.30
514.25
514.10
15.6
0.013
0.0096
15
6.33
5.53
0.05
38
OUi
0.00
0.90
0.000
0.946
11.50
5.09
0.00
27.22
514.00
511.30
117.5
0.013
0.0223
24
33.78
11.96
0.16
ape run: STR-50 - SiR-38
50
48
0.10
0.60
0.060
0.060
6.00
6.35
0.38
0.38
514.92
514.55
18.8
0.013
0.0197
15
9.07
3.49
0.09
48
38
0.11
0.30
0.033
0.102
6.09
6.32
0.21
27.22
514.45
514.10
17.1
0.013
0.0205
24
32.39
11.55
0.02
ape run: SWM - STR-48
SWM
48
0.01
0.90
0.009
0.009
5.00
6.67
0.06
27.22
516.92
514.55
119.0
0.013
0.0199
24
31.91
11.41
0.17
ape run: STR-42B - STR-42
42B
42
0.79
0.60
0.474
0.474
10.00
5.37
2.55
2.55
516.75
516.27
66.2
0.013
0.0073
15
5.52
4.38
0.25
INLET
STATION
OUTLET WATER
SURFACE ELEV
L.
Do
Qo
ZW
Se
Hr
JUNCTION LOSS
FINA
H
INLET WATER
SURFACE ELEV
RIM
ELEV
Y
Ho
Qw
Vm
Q�`V�
V� /2g
fi;
ANQ,E
Ho
Ho
1.3Ho
.SFL
517.27
66.17
15
2.55
0.002
0.10
2.1
0.0
42B
0.00
0
0
0.02
N/A
0.01
0.11
517.38
520.00
517.11
118.99
24
27.22
0.014
1.72
8.7
0.3
SWM
0.00
0
0
0.29
NA
0.15
1.87
518.98
52350
515.70
17.06
24
27.22
0.014
0.25
8.7
0.3
48
27.2
114
310.5
2.0
0.71
89
1.33384
2.33
NA
1.17
1.41
517.11
51950
517.11
18.82
15
0.38
0.000
0.00
0.3
0.0
50
0.00
0
0
0.00
NA
0.00
0.00
517.11
520.17
40
3.5
2.9
10.15
0.1
0.04
85
0.08477
0.17
NA
0.09
0.28
515.68
521.00
552.35
28.70
15
0.57
0.000
0.00
0.5
0.0
34B
0.00
0
0
0.00
NA
0.00
O.OD
552.35
558.67
539.00
50.81
15
2.44
0.001
0.07
2.0
0.0
28B
0.00
0
0
0.02
NA
0.01
0.08
539.08
54533
536.50
25.56
15
6.31
0.010
0.24
5.1
0.1
26
6.1
5.0
30.29
0.4
0.13
49
0.14565
0.38
NA
0.19
0.44
536.94
54383
537.35
28.05
15
6.10
0.009
0.25
5.0
0.1
28
2.4
6.2
15.17
0.6
0.21
47
0.22888
0.54
NA
0.27
0.52
537.87
544.00
540.50
46.01
15
3.37
0.003
0.13
2.7
0.0
30
1.0
4.2
4.049
0.3
0.10
26
0.06078
0.19
NA
0.09
0.22
540.72
54833
544.00
54.30
15
2.18
0.001
0.06
1.8
0.0
32
1.6
1.3
2.189
0.0
0.01
21
0.00443
0.03
NA
0.01
0.08
544.08
552.00
547.10
99.78
15
1.64
0.001
0.06
1.3
0.0
34
0.6
3.0
1.703
0.1
0.05
21
0.02207
0.08
NA
0.04
0.10
547.20
558.17
553.35
55.41
15
0.77
0.000
0.01
0.6
0.0
36
0.00
0
0
0.00
NA
0.00
0.01
553.36
561.08
553.77
28.73
15
3.18
0.002
0.07
4.8
0.1
22
2.5
2.0
5.078
Q1
0.02
73
0.03919
0.15
0.20
0.10
0.17
553.94
55992
554.10
55.27
15
2.50
0.001
0.08
2.0
0.0
24
0.00
0
0
0.02
NA
0.01
0.09
554.19
55983
542.00
34.09
15
1.36
0.000
0.02
1.1
0.0
12B
0.00
0
0
0.00
NA
0.00
0.02
542.02
548.27
537.75
28.96
15
0.57
0.000
0.00
0.5
0.0
JOB
0.00
0
0
0.00
NA
0.00
0.00
537.75
544.08
4B
0.00
0
0
0.01
NA
0.00
0.02
524.77
527b7
524.44
91.33
30
18.94
0.002
0.19
3.9
0.1
4
17.0
5.4
92.21
0.5
Q16
3
0
0.22
NA
0.11
0.30
524.75
52758
524.75
76.74
24
17.02
0.006
0.43
5.4
0.1
6
16.6
5.3
87.67
0.4
0.15
13
0
0.27
NA
0.13
0.57
525.31
53425
530.18
6215
24
16.60
0.005
0.33
5.3
0.1
8
10.4
5.9
61.7
0.5
0.19
79
0.33074
0.63
N/A
0.31
0.65
530.83
541.17
535.20
54.69
18
10.44
0.010
0.54
5.9
0.1
10
9.5
5.4
50.74
0.4
0.16
7
0
0.29
NA
0.15
0.69
535.89
54392
538.62
120.58
18
9.47
0.008
0.98
5.4
0.1
12
7.5
6.1
46.15
0.6
0.20
10
0
0.32
NA
0.16
1.14
539.76
54828
542.25
122.34
15
7.53
0.014
L66
6.1
0.1
14
7.0
5.7
40.02
0.5
0.18
59
0.23798
0.56
NA
0.28
1.94
544.19
556R4
550.75
86.44
15
7.01
0.012
1.02
5.7
0.1
16
3.2
4.8
15.21
0.4
0.12
25
0.07824
0.33
NA
0.16
1.18
551.93
559A3
553.77
151.22
15
3.40
0.003
0.42
2.8
0.0
18
1.6
1.3
1.972
0.0
0.01
78
0.01522
0.05
NA
0.03
0.45
554.22
56633
560.35
30.23
15
1.56
0.001
0.02
1.3
0.0
20
0.00
0
0
0.01
NA
0.00
0.02
560.37
566b3
INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE)
Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth)
Mannings Coefficient, n is 0.013
Inlet
Hydrology
Curb and Gutter
Inlet
m
� r
�
�
�
N 31 d n
d
L
O
O
W
t
tp
_
c
V1 m c
�
m �
� v
x '9 °'
J F o
m
y o E
m pO �
� � Q
o
U d d d
to � w
+0 to v) � J ui C! d
4
3B
8.0
0.09
0.65
0.059
0.23
0.00
0.23
0.0726
0.0200
2.0
0.0833
4.1650
2.67
0.99
3.5192
0.1466
0.1652
5.53
1.45
1.00
0.23
0.00
4B
3B
8.0
0.15
0.55
0.083
0.33
0.00
0.33
0.0726
0.0200
2.0
0.0633
4.1650
3.03
0.99
3.5192
0.1466
0.1652
6.38
1.25
1.00
0.33
0.00
6
3B
10.0
0.11
0.75
0.083
0.33
0.00
0.33
0.0996
0.0200
2.0
0.0833
4.1650
2.86
0.99
3.5192
0.1466
0.1652
7.02
1.42
1.00
0.33
0.00
10
3B
6.0
0.12
0.70
0.084
0.34
0.01
0.34
0.0200
0.0200
2.0
0.0833
4.1650
3.91
0.95
3.5192
0.1466
0.1593
4.50
1.33
1.00
0.34
0.00
12
3B
6.0
0.16
0.70
0.112
0.45
0.00
0.45
0.0505
0.0200
2.0
0.0833
4.1650
3.64
0.97
3.5192
0.1466
0.1622
6.58
0.91
0.99
0.44
0.01
10
12B
3B
12.0
0.33
0.65
0.215
0.86
0.00
0.66
0.0505
0.0200
2.0
0.0833
4.1650
4.65
0.90
3.5192
0.1466
0.1520
8.99
1.33
1.00
0.86
0.00
14
3B
8.0
0.14
0.65
0.091
0.36
0.00
0.36
0.0603
0.0200
2.0
0.0833
4.1650
3.26
0.98
3.5192
0.1466
0.1637
6.33
1.26
1.00
0.36
0.00
16
3B
6.0
0.12
0.70
0.084
0.34
0.00
0.34
0.0223
0.0200
2.0
0.0833
4.1650
3.81
0.96
3.5192
0.1466
0.1608
4.59
1.31
1.00
0.34
0.00
18
3B
12.0
0.42
0.70
0.294
1.18
0.00
1.18
0.0319
0.0200
2.0
0.0833
4.1650
5.70
0.84
3.5192
0.1466
0.1432
9.27
1.29
1.00
1.18
0.00
20
3B
10.0
0.35
0.70
0.245
0.98
0.00
0.98
0.0233
0.0200
2.0
0.0833
4.1650
5.65
0.84
3.5192
0.1466
0.1432
7.81
1.28
1.00
0.98
0.00
22
3B
8.0
0.18
0.70
0.126
0.50
0.00
0.50
0.0223
0.0200
2.0
0.0833
4.1650
4.44
0.92
3.5192
0.1466
0.1549
5.56
1.44
1.00
0.50
0.00
24
3B
6.0
0.04
0.60
0.024
0.10
0.00
0.10
0.0162
0.0200
2.0
0.0833
4.1650
2.53
0.99
3.5192
0.1466
0.1652
2.42
2.48
1.00
0.10
0.00
26
3B
6.0
0.05
0.75
0.038
0.15
0.00
0.15
0.0200
0.0200
2.0
0.0833
4.1650
2.88
0.99
3.5192
0.1466
0.1652
3.11
1.93
1.00
0.15
0.00
28B
3B
6.0
0.03
0.60
0.018
0.07
0.00
0.07
0.0353
0.0200
2.0
0.0633
4.1650
1.96
1.00
3.5192
0.1466
0.1666
2.70
2.22
1.00
0.07
0.00
30
3B
6.0
0.07
0.70
0.049
0.20
0.00
0.20
0.0719
0.0200
2.0
0.0833
4.1650
2.50
0.99
3.5192
0.1466
0.1652
5.11
1.17
1.00
0.20
0.00
30B
3B
8.0
0.09
0.70
0.063
0.25
0.00
0.25
0.0659
0.0200
2.0
0.0633
4.1650
2.79
0.99
3.5192
0.1466
0.1652
5.54
1.44
1.00
0.25
0.00
32
3B
8.0
0.15
0.60
0.090
0.36
0.00
0.36
0.0627
0.0200
2.0
0.0833
4.1650
3.22
0.98
3.5192
0.1466
0.1637
6.37
1.26
1.00
0.36
0.00
34
3B
6.0
0.07
0.70
0.049
0.20
0.00
0.20
0.0559
0.0200
2.0
0.0633
4.1650
2.62
0.99
3.5192
0.1466
0.1652
4.74
1.27
1.00
0.20
0.00
34B
3B
8.0
0.12
0.75
0.090
0.36
0.00
0.36
0.0617
0.0200
2.0
0.0833
4.1650
3.23
0.98
3.5192
0.1466
0.1637
6.34
1.26
1.00
0.36
0.00
36
3B
8.0
0.22
0.55
0.121
0.48
0.00
0.46
0.0375
0.0200
2.0
0.0833
4.1650
3.96
0.95
3.5192
0.1466
0.1593
6.29
1.27
1.00
0.48
0.00
40
3B
8.0
0.15
0.70
0.105
0.42
0.00
0.42
0.0348
0.0200
2.0
0.0833
4.1650
3.81
0.97
3.5192
0.1466
0.1622
5.73
1.40
1.00
0.42
0.00
42
3B
8.0
0.14
0.65
0.091
0.36
0.00
0.36
0.0348
0.0200
2.0
0.0833
4.1650
3.61
0.97
3.5192
0.1466
0.1622
5.39
1.48
1.00
0.36
0.00
50
3B
6.0
0.10
0.60
0.060
0.24
0.00
0.24
0.0217
0.0200
2.0
0.0833
4.1650
3.38
0.98
3.5192
0.1466
0.1637
3.91
1.54
1.00
0.24
0.00
STRUCFORE
DRAINAGE
D
(IN)
FLOW TYPE
II�I,EF
TYPE
AREA
(FTC)
PERIMETER
(FT)
A
(ACRES)
C
I
(IN/HR)
Q
(CFS)
YD-1
24"NybplastYardInlet
1.40
21.73
0.27
0.30
4.00
0.324
0.35
WEIR FLOW
YD-1
24"NybplastYardInkt
1.40
21.73
0.27
0.30
6.50
0.527
0.48
WEIR FLOW
YD-1
24" Nyloplast Yazd Inlet - 50% clogged
0.70
10.87
0.27
0.30
4.00
0.324
0.55
WEIIi FLOW
YD-1
24" Nyloplast Yazd Inlet - 50% clogged
0.70
10.87
0.27
0.30
6.50
0.527
0.77
WEIR FLOW
YD-2
12" Nybplast Yard Inlet
0.43
11.19
0.14
0.50
4.00
0.280
0.49
WEIR FLAW
YD-2
12" Nybplast Yard Inlet
0.43
11.19
0.14
0.50
6.50
0.455
0.68
WEIR FLAW
YD-2
12" Nyloplast Yard Inlet - 50% clogged
0.22
5.60
0.14
0.50
4.00
0.280
0.78
WEIRFLOW
YD-2
12" Nyloplast Yard Inlet - 50% clogged
0.22
5.60
0.14
0.50
6.50
0.455
1.86
WEIR FLOW
YD-3
12"NybplastYardInlet
0.43
11.19
0.17
0.50
4.00
0.340
0.56
WEIR FLOW
YD-3
12" Nybplast Yard Inlet
0.43
11.19
0.17
0.50
6.50
0.553
0.78
WEIR FLAW
YD-3
12" Nybplast Yard Inlet - 50% clogged
0.22
5.60
0.17
0.50
4.00
0.340
1.04
WEIR FLAW
YD-3
12" Nybplast Yard Inlet - 50% cloyed
0.22
5.60
0.17
0.50
6.50
0.553
2.74
WEIR FLAW
YD-4
12"Nybplas[YardInlet
0.43
11.19
0.15
0.30
4.00
0.180
0.37
WEIR FLOW
YD-4
12"Nyloplast YardInlet
0.43
11.19
0.15
0.30
6.50
Q293
0.51
WEIR FLOW
YD-4
12" Nyloplast Yazd Ink[ - 50% clogged
0.22
5.60
0.15
0.30
4.00
0. 180
0.58
WEIR FLOW
YD-4
12" N loplast Yazd Inlet - 50% clogged
Q22
5.60
0.15
0.30
6.50
0.293
0.81
WEIR FLOW
YD-5
12" Nyloplast Yard Inlet
0.43
11.19
0.13
0.50
4.00
0.260
0.47
WEIR FLOW
YD-5
12" Nyloplast Yard Inlet
0.43
11.19
0.13
0.50
6.50
0.423
0.65
WEIR FLOW
YD-5
12" Nyloplast Yard Inlet - 50%clogged
0.22
5.60
0.13
0.50
4.00
0.260
0.75
WEIR FLAW
YD-5
12" Nyloplast Yard Inlet - 50% clogged
Q22
5.60
0.13
0.50
6.50
0.423
1.60
WEIR FLOW
YD-6
12"Nybplas[Yard Inlet
0.43
11.19
0.03
0.30
4.00
0.036
0.13
WEIR FLOW
YD-6
12" Nybplast Yard Inlet
0.43
11.19
0.03
0.30
6.50
0.059
0.17
WEIR FLOW
YD-6
12" Nyloplast Yard Inlet - 50% clogged
0.22
5.60
0.03
0.30
4.00
0.036
0.20
WEIR FLOW
YD-6
12" Nyloplast Yard Inlet - 50% clogged
0.22
5.60
0.03
0.30
6.50
0.059
0.25
WEIIt FLOW
YD-7
12" Nybplast Yard Inlet
0.43
11.19
0.05
0.30
4.00
0.060
O.1S
WEIR FLAW
YD-7
12" Nybplast Yard Inlet
0.43
11.19
0.05
0.30
6.50
0.098
0.24
WEIR FLAW
YD-7
12" Nybplast Yard Inlet - 50% cogged
0.22
5.60
0.05
0.30
4.00
0.060
0.28
WEIR FLOW
YD-7
12" Nybplast Yard Inlet - 50% cogged
0.22
5.60
0.05
0.30
6.50
0.098
0.39
WEIR FLAW
YD-8
12" Nybplast Yard Inlet
0.43
11.19
0.03
0.55
4.00
0.066
0.19
WEIR FLOW
YD-8
12"NyloplastYardInkt
0.43
11.19
0.03
0.55
6.50
0.107
0.26
WEIR FLOW
YD-8
12" Nyloplast Yazd Inlet - 50% clogged
0.22
5.60
0.03
0.55
4.00
0.066
0.30
WEIR FLOW
YD-8
12" Nybplast Yard Inlet - 50% clogged
0.22
5.60
0.03
0.55
6.50
0.107
0.41
WEIR FLAW
YD-9
12" Nybplast Yard Inlet
0.43
11.19
0.09
0.50
4.00
0.180
0.37
WEIR FLAW
YD-9
12"NybplastYardInkt
0.43
11.19
0.09
0.50
6.50
0.293
0.51
WEIIiFL
TH 0FG
O �P_
SCOTT R. LINS
U No. 35791
°p 03/15/2021 w�
O
��s'SIONAL E�Ot Cr
W
W
Z
z
N
z
J
0
U
F o
Z
W c
m
o
Q U
w F
Z
U w
W i F 3
g a2S UU w d
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W J w a a 4
Q J cc U
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for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr Z f o j
m Ln � °
>
w
w 0
rL
o
w o
fn c
w
0
y
0
U
0
N N N N
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for inlets drainingto stormwater management facilities where owdand flow to facilities is not available 100% capture is required at 6.5in/hr N LU v J o
9 � P q W Q LJ.J z
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as
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w z �-
~ LL J 3
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Z
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c
W LU Q T
0
0
c
'^ 0
v J CD
z
o'
*gutter longitudinal slope of 0.001 should be used in a sump condition w Q z
grate inlets (DI-7) in open pavement areas will not hate a curb spread, but will have inlet spread and depth Z
for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities W w
NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. / cn
S z
0
U
Jm
W
Ja
QCM
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O
O
N
0
O
E
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O
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w °
d o
U
JOB NO. y
182152 °
SCALE 0
* gutter longitudinal slope of 0.001 should be used in a sump condition N/A
grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth a
for inlets draining to stormwater management facilities, the 6.5in/hr check storm will sulfite for the 10yr conveyance to the facilities SHEET NO. 0
NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas.
STRUCTURE DRAINAGE
rig
o
r0
o
ce
L9
YD-18 12" Nybplast Yazd Inlet - 50% clogged 0.22 5.60 0.04 0.75 6.50 0.195 0.55 WEIRFLOW
Nyloplast
Yard Ink[ - 50% clogged
18
INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE)
Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth)
Mannings Coefficient, n is 0.013
Inlet
Hyd
D
(IN)
FLOW TYPE
INLET
TYPE
AREA
(FT
PERIMETER
(FT)
A
(ACRES)
C
I
(INMR)
Q
(CFS)
44
DI-1
2.33
10.00
0.35
0.35
4.00
0.49
0.8
WEIR FLOW
44
DI-1
2.33
10.00
0.35
0.35
6.50
0.80
1.1
WEIR FLOW
44
DI-1 - 50% clogged
1.17
5.00
0.35
0.35
4.00
0.49
1.2
WEIR FLOW
44
DI-1 - 50% clogged
1.17
5.00
0.35
0.35
6.50
0.80
1.7
WEIR FLOW
48
DI-1
2.33
10.00
0.11
0.30
4.00
0.13
0.3
WEIR FLOW
48
DI-1
2.33
10.00
0.11
0.30
6.50
0.21
0.4
WEIR FLOW
48
DI-1 - 50% clogged
1.17
5.00
0.11
0.30
4.00
0.13
0.5
WEIR FLOW
48
DI-1 - 50% clogged
1.17
5.00
0.11
0.30
6.50
0.21
0.7
WEIR FLOW
INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH)
Intensity
4.00
(Intensity
is 4 in/hr for spread, and 6.5 in/hr for capacity and
depth)
Mannings Coefficient, n is 0.013
Inlet
Hydrology
Curb and Gutter
Inlet
C
t0
D
0
�
U
N
¢
�
�
c
C
N
�
n
a
� N
o
m
m
�
E
E
�
O
t
p
m
a
p
>
�
Q
U
U d d
O
u!
left
0.05
0.50
0.025
0.10
0.00
0.10
0.0010
0.0200
2.0
0.0200
1.0000
4.33
right
0.13
0.50
0.065
0.26
0.00
0.26
0.0010
0.0200
2.0
0.0200
1.0000
6.20
10B
3C
8.0
combined flow
0.4
0.06
0.124
2.83
left
0.06
0.70
0.042
0.17
0.00
0.17
0.0010
0.0200
2.0
0.0200
1.0000
5.26
right
0.05
0.70
0.035
0.14
0.00
0.14
0.0010
0.0200
2.0
0.0200
1.0000
4.91
28
3C
8.0
combinetl flow
0.3
0.05
0.111
2.55
left
0.03
0.85
0.026
0.10
0.00
0.10
0.0010
0.0200
2.0
0.0833
4.1650
4.36
right
0.03
0.85
0.026
0.10
0.00
0.10
0.0010
0.0200
2.0
0.0833
4.1650
4.36
38B
3C
8.0
combinetl flow
0.2
0.04
0.085
1.94
INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH)
Intensity
6.50
(Intensity
is 4 in/hr
for spread, and 6.5 in/hr
for capacity and depth)
Mannings Coefficient, n is 0.013
Inlet
Hyd
PLANT
LIST
SYMBOL
I BOTANICAL NAME
COMMON NAME
SIZE (MIN.)
CANOPY
STREET TREE QUANTITY
SITE QUANTITY
TOTAL CANOPY
CANOPY TREES
AR
ACER RUBRUM OCTOBER GLORY
OCTOBER GLORY RED MAPLE
1-1/2" cal.
397
17
6749
AS
ACER SACCHARUM GREEN MOUNTAIN
GREEN MOUNTAIN SUGAR MAPLE
1-1/2" cal.
195
7
1365
ASL
LEGARY SUGAR MAPLE
ACER SACCHARUM TEGACY'
1-1/2" cal.
195
16
3120
BN
BETULA NIGRA
RIVER BIRCH
10-12' ht.
397
18
7146
GB
GINKGO BILOBA TRINCETON SENTRY'
PRINCENTON SENTRY GINKGO
1-1/2" cal.
14
3
42
LSR
LIQUIDAMBARSTYRACIFLUA
ROTUNDILOBA AMERICAN SWEETGUM
1-1/2" cal.
206
11
2266
QB
QUERCUS BICOLOR
SWAMP WHITE OAK
1-1/2" cal.
299
4
1196
QC
QUERCUS COCCINEA
SCARLET OAK
1-1/2" cal.
370
9
3330
QP
QUERCUS PHELLOS
WILLOW OAK
1-1/2" cal.
370
23
8510
CIS
QUERCUS SHUMARDII
SHUMARD OAK
1-1/2" cal.
329
30
9870
UAP
PRINCETON ELM
ULMUSAMERICANA TRINCETON'
1-1/2" cal.
397
14
5558
UPA
ULMUS PARVIFOLIA
ALLEE ELM
1-1/2" cal.
366
2
732
UNDERSTORY TREES
CFA
CORNUS FLORIDA
APPALACHIAN SPRING DOGWOOD
6-T ht.
124
10
1240
MG
MAGNOLIA GRAN DIFLORA TITTLE GEM'
LITTLE GEM MAGNOLIA
6-8' ht.
82
13
1066
MV
MAGNOLIA VIRGIN ICA
SWEETBAY MAGNOLIA
6-T ht.
113
10
1130
PA
PRUNUSSUBHIRTELLA'AUTUMNALIS'
AUTUMNALIS CHERRY
6-8'ht.
77
3
231
SCREENING
MN
ILEX'MARY NEWMARY
NEWHOLLY
4-5' ht.
44
8
352
PS
IPINUS STROBUS
JEASTERN WHITE PINE
I 4-T ht.
1 118
1
1 22
1 2596
JV
IJUNIPERUSVIRGINIANA
I EASTERN RED CEDAR
4-Tht.
1 16
1
1 25
1 400
SHRUBS
CJ
CALLICARPA AMERICANA
AMERICAN BEAUTYBUSH
24" min
12
78
936
IG
I LEX GLABRA'SHAMROCK'
SHAMROCK INKBERRY HOLLY
24" min
23
59
1357
JN
JASMINUM NUDIFLORUM
WINTERJASMINE
24" min
154
(excluded from canopy)
55
0
MP
MYRICA PEN NSYLVANICA
NORTHERN BAYBERRY
24" min
79
54
4266
NHD
NANDINA DOMESTICA
HARBOUR DWARF NANDINA
24" min
156
149
23244
VB
VIBURNUM XBURKWOODII
BURKWOOD VIBURNUM
30" min
22
55
1 1210
VP
IVIBURNUMXPRAGENSE
PRAGUEVIBURNU
4-5'ht
36
13
1 468
TOTAL:
TOTAL:
1 88380
DOUBLE STRAND #22 GAUGE WIRE
WITH RUBBER HOSE & TURNBUCKLES
2"x2" HARDWOOD STAKE
CUT& REMOVE BURLAP FROM TOP
2/3 OF BALL AS SHOWN
SCARIFY SUBSOIL TO 4" MIN. DEPTH
MULCH SAUCER
FINISHED GRADE
TREES UP TO 4" CAL. SHALL BE STAKED.
TREES 4" CAL. OR LARGER SHALL BE
GUYED WITH 3 EQUALLY SPACED
TWISTED, #22 GAUGE WIRE WITH HOSE
AND TURNBUCKLES. LOOP HOSE
AROUND TRUNK ABOVE BRANCHES
AS SHOWN, FLAG WIRES WITH
COURVEY TAPE. REFER TO SPECS
FOR ADDITIONAL INFORMATION.
AMENDED SOIL MIX
COMPACTED SUBGRADE
Tree Planting and Staking Detail
Not To Scale
TOTAL ACREAGE OF SITE: 8.78 AC
DENSITY: 6 UNITS/ACRE
REQUI RED CANOPY: 76,491 SF (.20 * 8.78 AC * 43,560 SF/1 AC)
TOTAL DESIGN ED CANOPY: 88,380 SF
Evergreen Tree Planting Detail
Not To Scale
TREES UP TO 4" CAL. SHALL BE STAKED
WITH 2-2"x2" HARDWOOD STAKES.
TREES OF 4" CAL. OR LARGER SHALL BE
GUYED WITH 3 EQUALLY SPACED, TWISTED,
AND TURNBUCKLES. LOOP HOSE AROUND
TRUNK. FLAG WIRES WITH COURVEY TAPE.
REFER TO SPECIFICATIONS FOR
FURTHER INFORMATION
GUYWIRES WITH RUBBER HOSE AND
TURNBUCKLES 2/3 UP TREE
2"x2" HARDWOOD STAKES, ALIGN
TOP OF STAKES
MULCH SAUCER
AMENDED SOIL MIX
CUT AND REMOVE BURLAP FROM TOP
2/3 OF BALL AS SHOWN
SCARIFY SUBSOIL TO 4" M IN. DEPTH
COMPACTED SUBGRADE
1992 3.38
FENCINC AND ARMORING
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CORRECT TRUNK ARMORING
TRIANGULAR BOARD
Source: Va. DSWC Plate 3.38.2
III - 401
No. 35791 112�_
03/15/2021��
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-- -- w ° s LOT'24 35 NHD \ N/F THIRD MESA LLC
_� / \ 4 Conservation Plan Notes:
LSR \ �' \ \� \ DB 4841 PG 138
— 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR
QS-w - w-w��w �� _I.. \. y \ \ i / RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND
14 DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY
f1JII _ __ -- ---- -"III .""- Imo• \ t� I \� I \ / / THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING
j �11 SWEDES - - -
- w LOT DEPARTMENT.
f - _ ` � �� I "35 CJ
_ -{VAR. V(/1 H -- - 5 I—� r i \CD
__ r � __- • •n \ \ \ � 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION � � N N
LL1C R ) -I w " •'i 1.., \\ \ \ 1 \ �/ i N CD o 0
��� �L MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF w o 0
> s f w -- -- 5 I _ \: TREES TO BE PRESERVED AND PROTECTED. H- N N
\\ \ 71...— r \ \ VAR. WIDTH LANDSCAPE 00 \ rn Ln
3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER ti
L
w s � �� \ \� \\ AINTENANCEEASEMENT MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL
{ y-- 4 't f j`. { [s •:^ — ,•f - — — ---- ---- _�_� �— L f'/ - l -- I i-.ii I N-,,•'" LOT 2E \ \ DB. PG. NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED.
d
4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES
\ _ — _ J — T ems— — _ _ J I — — " — —4 ASL - I(\ - — — — ` �� r- J- j �\� • ` \ \ \ — �\ f \ \ TO BE PRESERVED AND PROTECTED.
NSF TTMP 45-81
D MESA LLC 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE
ice • - _ I _ — I _ ,� i. - \ I�� \ \ \ \ i -iAR— \T \ \\ DB 841 PC 138 OF TREES TO BE PRESERVED AND PROTECTED.
` 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS �
LOT 31 �\ ' li - - 'I \ BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY
/ I I I I,� I. - I _ II �I \ ENGINEERING DEPARTMENT. �
LOT 32 \ - \II I u I I' f I I '� \� \ 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, M
\ I I I I LOT 33 FI - I / \ TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE
1zNHD 3AtiL 1ASL
u
I `I` � M I I _
cn J PROTECTION OR BEYOND THE LIMITS OF CLEARING THE SEPARATION FROM THE TRUNKS
LOT �` \i - \ ,\ll� i I I LOT 27 I I `` \ \ \ — _ _ — — OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING CA
\ LOT 6 LOT 35 3 VAR. WIDTH LANDSCAPE n e I i , , _ _ _ — SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL
MAINTENANCE EASEMENT \ CV
I LOT 39 / LOT 38 LOT 37 3 9 C )\ , ,11 , r II I f SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED.
I DB. PG. I
/ LOT 41 LOT o I t I I — �
LOT 42 4 — — ` IS ' I I u �I \ 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE co
u A-- - LOT z8 AS PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH
II -� I� e \ U �T
THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR t
SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE 7
( \ \ / SPECIALIST. N Z
/ / — s — — — — — _ •� / \ \ 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE W
PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON
BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND CV
MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED.
_ 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION
VAR. WIDTH LANDSCAPE
— — — — — CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP.
� � - � / �� / _
MAINTENANCE EASEMENT NOTES: • LLI '�
— — o i / �n _ I f i. SLOPES GREATER THAN i SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX WITH
zgCJ 36NHD /� / c' � I I, �� `l 3" ° J
VAR. WIDTH LANDSCAPE ENS 3 BN l is I LOT 0 \ I I 14 ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS (ITEM NUMBER: ERNMX-181) AT > J z
MAINTENANCE EASEMENT o ° 0.398 ACRES ✓ 3 \ I \ RATE OF 6o LBS. PER ACRE, OR i LB. PER 1,000 SF. GRASS MIX IN THESE AREAS SHALL •
TMP 45-86 DB. PG. o r.. �P N Y u \ \ I G J II I ' PROVIDE PERMANENT STABILIZATION AND SHALL NOT REQUIRE MOWING. U) J
ALBEMARLE SOCIETY FOR THE \ TMP 45-112F MATC / DEDICATED TO iTHE HOA i ASL° _ _ - - -- - - - - - - - - 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE LU z 0-
PREVENTION OF CRUELTY TO NSF FOUNDATIONS LLC T T.:(/ -} \ \ MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS H
LL
ANIMALS INC \ CIO FOUNDATIONS CHILD DEVELOPMENT SEE SHEET20 qAR „i I '�4 2` ` ` ` — ' `s�� ' �� \ 3CFA AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL L9
DB 2096 PG 111 DB 2834 PC 1 - •V- I \ G/ \; , v A HEALTH OF THE PLANT. 0 1 z
3. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN • —
\�UAP \. Voff- V V ASSOCIATION OF NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN (if �z 0-
�- ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY Q
-2 CIP
�.
ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF =
\ I u NS \
•\ e � I L\ili `;\ ✓j/\\ ,\;, 4CFA; 9go AC S � \ LANDSCAPE DESIGNERS AND THE VIRGINIACHAPTER OFTHE AMERICAN SOCIETY OF U O �
�j� y \ OPE PA H EB \ ' \ LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA W J
\\ AT T HE O \ \ \ DEPARTMENT OF TRANSPORTATION. Y
\ \ I 1 GB 4. ALL TREES SHALL BE PLANTED A MINIMUM OF 3' AWAY FROM ANY SIDEWALK, CURB, OR LJJ z
\ \ \\ \ ` o \ • ASPHALTTO MAINTAIN A MINIMUM CLEARANCE ZONE. w
r �J�`) �'� �V \` AAA✓/\✓�\ \ ��.PROPOSED SWM Q V Q
JV I FACID
LITY • `
GB>✓ \ .. \ B . A NOTE: O
_ Ul
\ _ � / �\� \ \ • � \ e�� \ f 1. STREET TREES PROVIDED 50' O.C. AND 5'-10' FROM PROPOSED UTILITIES.
3CFA t —— -- _ \ _;, z. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE
NOTE: LANDSCAPING PLANTS AND TREES WITHIN OR t ( /� /\ \ 5 �3QS MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. LU Q
/ I J I \✓a Y\ \/ �✓ /y ✓\/✓/ % AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL
ADJACENT TO INTERSECTION SIGHT DISTANCE TRIANGLES J �\j \ \ \\ \ — — LU
_ l • • • • / � � HEALTH OF THE PLANT.
MUST BE MAINTAINED IN AREA BETWEEN z AND 7 FEET / 10� �A , ; ; ; ` v _ — 3. TOTAL STREET FRONTAGE- ,2 4'
ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT 105 / I ( W ® UAP - _ — REQUIRED STREET TREES: 86(1TREE PER EVERY 5o'OFSTREET FRONTAGE)
LINES AND ACCOMMODATE PEDESTRIANS. PROPOSED STREET TREES: 95 U
\ QS �`" NOTE: 1,384' OF STREET FRONTAGE ALONG EMPIRE STREET w — —
ii / /�\ \ -,•, —y — \ REQUIRED STREET TREES:28 M
�-" PROPOSED STREET TREES:28 J LLI W
NOTE: i,oi8OFSTREET FRONTAGE ALONG SWEDE STREET
REQUIRED STREET TREES: 21
!/ - PROPOSED STREET TREES: 22
NOTE: 876' OF STREET FRONTAGE ALONG MARSAC STREET Q
REQUIRED STREET TREES:i8 0
-- NO ALONG WOODBURN ROAD
PROPOSED STREET TREES: 18 .�
-- - — NOTE: �
REQUIRED STREET TREES:15 CD
R'y PROPOSED STREET TREES:19
j p �!� D� R DRl`IE — NOTE: 276' OF STREET FRONTAGE ALONG BERKMAR DRIVE (331'-55' INTJ
— RKM REQUIRED STREET TREES: 6
— — • \ \ BETE �UTE 1 — — I_ PROPOSED STREET TREES: 8 fl
w — < y. PARKING LANDSCAPE REQUIREMENTS
REQUIRED PARKING LANDSCAPING =13 PARKING SPACES Qa 1TREE 110 SPACES
_ = z TREES REQUIRED
TOTAL TRESS PROVIDED ADJACENT TO PARKING SPACES = 16 TREES PROVIDED
N THE ADJACENT PROPERTY WITH THE 0�
(1) PARKING LOT TREE WAS MOD MODIFICATIONS 0 HE ENTRANCEAN
D VED OND PARKING LOT. THIS PARKING LOT TREE IS
GRAPHIC SCALE BEING REPLACED WITH (1)QSTREE ASSHOWN ONTHE LANDSCAPING PLAN.
JOB NO.
— — — 182152
30 0 15 30 60 120
SCALE
1„ 30,
IN FEET ) SHEET NO.
inch = 30 ft. 19
TMP 45-76A
ESTES, ISABEL T
\= 25JN VAR. WIDTH LANDSCAPE DB 308 PC 386
13NHD AINTENANCE EASEMENT TMP 45-76D
io MP DB.—PG.— BRANDT, JOHN E B
DB 1628 PG 128
LEGEND:
RECREATION AREA TURF
ISIG \ F
- \ OPEN SPACE F
4 e 4 TMP 45-84 & 45-84A2 10 CIS
"
EBY
ALBEMARLE SOCIETY FOR / / / / ; ` a / DEDICATED
SPACE HER
SPATO THE HOA
THE PREVENTION OF 2M
CRUELTY TO ANIMALS, INC s / / I 2 PS
DTH LANDSCAPE
DB 2096 PC III / / / LOT 6 \ VAINTENANCE IEASEMENT TMP 45-76
/ -I M \ / DB. PG. WEBER, LEWI A LIVING TR ST
DB 4 98 PG 441
g / / 2JV Ps // / TMP 45-76B M\ .. 20C
{� JOHNSTON, JACOBA KAY
LOT 5 / 3 \ \: ` . / . 3 g oP DB 3677 PC 444
iMG _ yolG
43NHD
\ LOT
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]
EASE \ ENT VAR. WIDTH LANDSCAPE
c.PROPOSEDLAN DSCAPING \ \ zMG \- pG
AINTENANCE EASEMENT: �2PS =1 JSQJ - DBEASEMENT
LOT 844 MP
_ x
a
\ \ LOT \ _ 9 z, 45VB
(I LOTS 2MN
\\5 y• J \ 3QS\ \ LOTio DE CAT T T - --- ---- --- 3JV�
\ 5QP
LOT 2 LOT ii
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\ OPEN SPACE E /
0.072 ACRES /el I LOT 12 LOT 3.
! 3 LOT 14 LOT 15 �
• -• • --' OPEN SPACE HEREBY
DEDICATED TOTHE HOA ' o o ` i LOT 16 LOT 1] s d = M
\I LOT 1 4 \ \ \ / o iAR
2BN I /
TMP 45-75
WEBER, LEWIS A LIVING TRUST
DB 4998 PC 433
No. 35791 ,�_
03/15/2021
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OPE CE HEREBY \ \ ; \ I \\ \ 0 4 UAP �- �4g - -- — _j / : \ \ \ \\\ \ / o NHD
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\ 4T 52
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NE i M M N PROPOSED BLACK DECORATIVE-
\ „ I FENCE WITH GATE _ \ \ \ \ LOT 5 CJ
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I
VAR. WIDTH LANDSCAPE
AINTENANCE EASEMENT
LOT 1 I �i �.�= �y -., _A / v \\ \.• \ \VA: \ I \DB. —PG. �
5 I _ 3 `. iQP ,\\... Y \ \: LOT 22 \: \tiP 45-82 / N
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- \ \\ DB 5002 ,PG__ 06- - - - _ co
7JV \ e \4 \ \ \ 5 I I\ 11 N — — — LOT
-PROPOSED LANDSCAPING I OPEN SPACE C ��� \ '-' \ \ \\ LOT 23 \
- - G ' 0.329ACRES, \ \ / /�V A N Z
\ LOT O n EASEMENT 10 MV OPmh PACE HEREBY \ / \ GRADE IN EXCESS OF 3a O Q
, 3 LSR \ - _ _ - \ CONSERVATION MIX REQUIRED W CIA
DEDICAT� TO THE HOA �� A,� VA i AR v \ N
i Qc 2QS_
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1 1 LOT 45 �
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\ s� \\ 1 LOT 49 I 1 I ii _ _ _ _ I PROPOSED BLACK DECORATIVE PROPOSED �� A i
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\ 3 �� FENCE WITH GATE Ell RECREATION _ I --I
i Qp PROP D TOT- T _ L \ VAR. WIDTH LANDSCAPE _ — LLf
FIELD /1
\ 1 I I OT 9— i O L / \ AINTENANCE EASEMENT — — — ' J V
44 I i �, �,_ 3.vsAur L _DB_ PG. J _j z
\\ LOT 48 1 3 7416 1 \ \ _ > Q Q
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PREVENTION F CRUELTY TO \ \ l /3� / \ 3 QC w 3 ASL \ \ 1 z
ANIMA INC , - _ - -LOT 47
DB 5108 C 549 \ 1 /\ p _ . ' , `,� w,- \\ \ \+ TMP 45-82A
- - - -- -- --- - - / 24 \ 35 NHD \ N/F THIRD MESA LLC Q
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/SWEDES -- -- -
l--fVAR-W+ H 5 I_� _ LOT25 3scJ 1\ W Lu z
z ASL /
\y J
\ \\ �+--w "'-J-?�'•"� w \1 I� v 4• --- 3 LSR—� — , 1 -..\ \ \ \ \ ul VAR. WIDTH LANDSCAPE ONCEEASEMENTLOT 26 V DB. PG. 1- cC
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_ \ DB 4841 PC 138 � U)
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