HomeMy WebLinkAboutSUB202000004 Plan - Revision Road Plan and Comps. 2020-10-12GENERAL NOTES
OWNER:
IMP 45-112F1; IMP 45-112F2; IMP 45-84A; & IMP 45-85
BERKMAR DEVELOPMENT, LLC
2496 OLD IVY RD
CHARLOTTESWLLE, VA 22903
ENGINEER:
COLLINS ENGINEERING
200 GARRETT ST SUITE K
CHARLOTTESWLLE, 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: = 2.29 ACRES (26.19)
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 III
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
LOT
LOT
SIDE. • NONE - MIN. 10' BUILDING SEPARAT70N LOT
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 FEA77JRE SHALL BE LOCATED CLOSER THAN
SIX FEET FROM ANY LOT LINE. /
I
SUBDIVISION STREETS: CURB & GUTTER ,
\ LOT3
WATERSHED: SOUTHFORK RIVANNA RIVER WATERSHED \
v
\
AGRICULTURAL/ FORESTAL DISTRICT. NONE Lorz ,
TOPO & SURVEY. TOPOGRAPHY PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES, ✓UNE 2018. THE \
LOTi �i
BOUNDARY LINE INFORMA77ON 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 45-112F7&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 WITH 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 207 PARKING INCREASE).
PHASING. THIS PROPERTY SHALL BE DEVELOPED W17HIN 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 20188, FIELD EXPLORAT70N WAS PERFORMED AROUND 774ESE 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, 1DEN77FY7NG AND ESTABLISHING THE LIMITS OF THE CEMETERIES
AS CURRENTLY SHOWN ON 7741S 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 40' O.C. IN ACCORDANCE WITH VDOT
AND ALBS. CO. STANDARDS
TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER.
RECREATION AREA: REQUIRED RECREA7ONAL AREA: 52 UNITS x 200 SF = 10,400 SF
PROPOSED 10,437 SF (0.24 AC) INCLUDING (1) TOT LOT (2,2J1 SF) & (1) RECREATION
FIELD (8,178 SF)
TOT LOT AREA SHALL INCLUDE THE FOLLOWING, Al 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.- 14,346 SF (O.JJ AC) (0.24 AC MEETS ACTIVE REC. REQ.)
OPEN SPACE. 58,909 SF (1.35 AC)
STORMWATER POND OPEN SPACE: 26,578 SF (0.61 AC)
TOTAL OPEN SPACE: 99,8J3 SF (2.29 AC)
OFFSITE EASEMENT• ALL PROPOSED GRADING SHALL BE CONSTRUCTED ON SITE WITHIN EXISTING
BERKMAR OVERLOOK
FINAL ROAD &UTILITY PLAN
SUB2020=00004
RIO DISTRICT - ALBEMARLE COUNTY, VIRGINIA
45-76A
ESTES ISABEL T
DB 3 8 PC 386
IMP 45-76D
BRANDT, JOHN E
DB 1628 PC 12
OPEN SPACE
OPEN SPACE
WEBER, LEWI A LIVIN TRUST
\ DB 4998 PC 441
n
IMP 45-76B
JOHNSTON, JACOBA KAY
---,DB 3677 PC 444
LOT n �34
LOTS OPEN SPACE
IMP 45-75
LOT e \ \ .: - - - _ WEBER, LEWIS A LIVING TRUST
DB 499E PC 433
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IMP 45-82
N/F THIRD MESA, LLC
DB 5002 PC 606
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N/F THIRD MESA LLC
` DB 4841 PC 138
LOT 16 \
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N/F THIRD MESA LLC
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IMP 45-86
N/F ALBEMARLE SOCIETY FOR THE
PREVENTION OF CRUELTY TO ANIMALS INC
DB 2096 PC III
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OPEN SPACE B
\ 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
NFF=(C)(0)[1+(X+P)] =1,750 x o.85 x [1+(0.22+o)] =1,815 GPM x o.5o (SPRINKLERS) = 95o GPM NFF
LOTS 4.336 AC (49.4%)
1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FOREST DISTRICT.
OPEN SPACES AC (00.4%)
2 ONLY 1 DWELLING PER LOT SHALL BE PERMITTED.
n * * A
C-18FA o. -18 1. 6 0 0. -1 oGPM ROUNDED
( ) 5 5 3, 3 5 ,75 (ROUNDED)
0.031
EMERGENCY ACCESS PARCEL 0.031 AC 00.4/0
( )
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
RIGHT OF WAY 2.121 AC (24.1%)
4) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREET 40' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY
A=2FLOORS X 1,815SF=3,630SF(TYPICAL TOWNHOME)
STANDARDS.
0 = OCCUPANCY FACTOR = o.85 FOR C-2 COMBUSTIBLE
TOTAL: 8.778AC
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
STREAM BUFFERS, FLOODPLAIN, AND
MANAGED/PRESERVED SLOPES = 74%.
ADT: 381 VPD (igo.5 ENTER/igo.5 EXIT)
THIS AREA IS GREATER THAN THE REQUIRED 20%.
AM PEAK: 24 VPH (6 ENTER/ 18 EXIT)
PM PEAK: 29 VPH (18 ENTER/11 EXIT)
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 7HE PUBLIC SEWER, 7HE 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 THE ELEVA77ON OF THE MANHOLE COVER OF THE NEXT
UPSTREAM MANHOLE IN 774E 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 774E MAIN TO THE STRUCTURE MUST
HAVE A VISUAL INSPECT70N PERFORMED BY THE BUILDING DEPARTMENT.
VICINITY -TAP
;SCALE: 1" = 2000
Sheet List Table
Sheet
Number
Sheet Title
1
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
10
UTILITY NOTES & DETAILS
11
ROAD AND WATERLINE PROFILES
12
SANITARY SEWER PROFILES
13
SANITARY SEWER PROFILES
14
DRAINAGE PROFILES
15
DRAINAGE PROFILES
16
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 2018INTERNATIONAL 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 FAMILY ATTACHED
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
a
EXISTING CULVERT
0
CULVERT
0
DROP INLET & STRUCTURE NO.
CURB
O
CURB & GUTTER
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
2wEXIS77NG CONTOUR
y0p PROPOSED CONTOUR
240.55 VDOT STANDARD STOP SIGN
PROPOSED SPOT ELEVA DON
APPROVALS DATE
DEPARTMENT OF COMMUNITY DEVELOPMENT
PLANNER/ZONING
ENGINEER
INSPECTIONS
ARB
DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARMENT OF TRANSPORTATION
HEALTH DEPARTMENT
SCOTT/R. CTTLLINS'Z
Lic. No. 035791,E
10/9/20 ,
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FENCE / / \ < \ / / o �� m I g� / USE: VACANT J
- - - TO BE R MOVED \ \ I \ / c J_
ARSE SOCIETY FO THE \ ® \ \ m \ / I ' XISTING 30 b 4\�0� /
PREVENTION OF CRUELT TO � �' , / \ °s WOOD FENCE \ / / 4Q
/ ANIMALS, INC \ Asa 6� / \ \ / / / QP RWSA WAT RLIN U) O Q
/ h � \ \ \ / / / BENCHMARK:
/ DB 2096 PC 111 / �' 31IX84 - / ) \ \ DI RIM-518.87 r Lu
BUILDING \ s / / / t Z
USE: VACANT,, TO -BE- /�- EXISTING MIX OF EVERGREEN > \ \ \ / / /TMP 45 112F �_ _ O
& DECIDUOUS TREES T /-N \ V / / N/i' FOUNDATIONS LLC V / /Q
_ BE REMOVED A AV / CIO FOUN ATIONS CHILD AV J
/ K A \ ( �r1
/ s4.7s' v - —564 -' / / DE LOPMENT
\ � z , �\ � \ � \ / DB 2834 PG 001 J \ Q
/ TMP 45-86 W - - = ( \ V I I ( USE: DAYCARE CENTER �� I ' / LIMITS OF EXISTING I LL Z
ALBEMARLE SOCIETY FOR THE _ / ti \ \ D ()
/ 3 _
27 � � I I 6 / \ \ \ \ / CURB TO BE REMOVE I I � �
PREVENTION OF CRUELTY TO =c -66\\ 3/
/ ANIMALS, INC �' V v v I / Y
DB 5108 PG 549
0 � W
O
TMP 45-1ul
112 I ��
WOOD, STUARD R. JR & W
/ 1 I
MARGARET E. I W LL
TMP 45-86 / ' - J - - - / / / DB 4751 PC 579 w
/ / / �i / f / ZONING=HC
ALBEMARLE SOCIETY FOI,< THE / � � ' , - - - / / r / / / \\
, - - - - - / USE: VACANT I /
�I>!EVENTION OF CRU TY TO / � � � � / / i � / / , / � _ � Ci7 O
NOTES: -- / / ,----- / \i - / // // I
ANIMALS, Itl�
1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA MAP / / / DB 2096 P 111 / / / — — — — — — _ _ / //
/ NUMBER 51003CO229D ADOPTED FEBRUARY 4, 2005. / / USE: KENNELS / / / / / / / — — — — — — / / y
/ 2. TOPOGRAPHY PROVIDED BY ROUDABUSH &GALE, FIELD COLLECTED IN JUNE, 2018. — — — — — — — — — — — — — W
/ 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. / / / / \\ \ / / / / / / \ — — — — — / I ^ \ \ \ \ rD
/ 5. BUILDING OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN / — — I �� o \ / W
/ ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. / / \ \ \ / / / / / \ \ / / Q \� — — — — — \Q
ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ��
ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL — ' / / \ \ / / / / _ _ \ 1/ ( , / �P Q w
REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3580 x131. / / / / \ \\ \ / // / / \ \ / _ \ \ \ I / I i � \ / / / Ao Qo`,,3
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. / / _ / / / / / / I Q / / 1 0
7. ALL OF THE INDIVIDUAL INTERNAL PARCEL BOUNDARIES WILL BE VACATED WITHIN// / /// / / ////
THE PROJECT BOUNDARY. F_ - - / / / / / / / / / / / / / 1 / / J \ JOB NO.
--- _ 8. DRAINFIELDS EXIST ON THE PROPERTY FOR THE EXISTING STRUCTURES. THE / / / / JO �� GRRAI�PHIC SCALE
—i /// //// /// / r� I / Q �'4o o zo / 40 80 \ ��160 �82152
LOCATION OF THE DRAINFIELDS IS UNKNOWN. THE EXISTING DRAINFIELDS SHALL / / / / / / / / / / /�� / SCALE
BE LOCATED AND ABANDONED DURING CONSTRUCTION IN ACCORDANCE WITH VDH / / / / / / / / / / // / / // / / , // // / 1" = 40'
GUIDELINES AND REQUIREMENTS. --------------- / / / / / / / / / /
IN FEET ) SHEET NO.
�ich = 40 ft. 2
F
z
w
J \ g / S � gG .� CMP CULVERT/ � � / I / i U) U)Z
RW WATER INE
TMP /45-76D /w
/ BRANDI', JOHN E B
DP/1628 PC 12 / f
USE: VACAN w o 0
EXIS�ING ENTRANCE ^6
/ TO BE REMOVED
/ / \ WITH FINAL�UILDOUT w
/ EXISTING WATER METER &
/ SERVICE TO BE ABANDONED / i' STOC
AC TO THE CORP STOP a� o / / / TO BE
/ P 45-7 ASPHALT
/ DB 308 PC
/ E RE S NTIAL " IN
/ / I
CHAIN LINK
FENCE
� TO'BE REMOVED
z'ENCROACHMENT
3
1'
ROPOSED vC.,, ACRES ` RECREATION \ \\ /��6P` 99 /ice yoR Albemarle County
TOT LOT OP SPACE HEREBY \FIELD PROPOSED VDOT \\ �Pj ; C /ONES x5° 1ti
2,515 sf DEDIC TED TO THE HOA \ STD. CG-12 (TYP.} \\ FR 15 TMP 45 82 Public Road Acceptance Procedure c p�TH OFF
SEE SHEET x - . " N/F THIRD MESA LLCM l
PROPOSED 6' o °' a s The processing and inspection of public roads is administered by VDOT. The County is not involved in O
FOR EQUIP. PROPOSED STREET o C F- m _ G�
& DESIGN PLANTING STRIP \ �= a /� a - ----- this process until the road is ready for acceptance. When the road is ready for acceptance, provide the ✓
SIGN (TYP.) \ .,00 q o- f SC OTT R. LLINSZI
(6) PROPOSED ON -STREET \ Z 15 to / \10,following items to the County.
PARKING SPACES (8'x20') o yy\ ,°o O IdU Lic. No. 035791 la
TMP 45-82A 1. Inspection Request and fee 4 q
o i3 \ 10/9/20
_ � „ �- - � r PC' \� x5oi �� C�/ \\ � � 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� t�
1k t I '(�P z 'MAX. SETBACK o smaller phases or individual roads are recommended for acceptance. i'S�,I EZyG
+ -
+`
PROPOSED STOP SIGN TYP.
N ri _ \ SON( �/ j \ u 2. As -built plan approved by VDOT, and copies of all recorded drainage easements, sight easements, and ONAL
m + d \ F O right-of-wayplats. Plats should be copies of the actual recorded documents from the Clerk's office.
I un O �rx�\ 5/ N f1T ro o\\ PROPOSED RETAINING WALL EASEMENT An as -built plan prepared in accordance with the Count 's As -Built Road Plan Polio is required. VDOT does not
°'. o, oT N•F.SE .. - - - - - - - - i4+o s \ G� .- o- L/' z4 D.B.PG. P P P Y Y q
TBAC� 12' -do Lo -5' FRO _ - - _ _ - - - - o \ y 3 x z always follow this paperwork or policy, but for bond releases, especially where VDOT has not yet accepted the road,
NT SE - N - - DISTANCE 280 m 1 + _ \ Y N ROPOSED NO PARKING SIGN (TY .) the minimlan requirements of thispolicy mustbe met, if only to ensure that all improvements are inright-of-way and
N FRO RR P. ED DRY - ' °G `a n N 3 5 2eo'R \ G ? o yz \
T
O OS CURB"' PROPOSED VDOTV 3.z+50 3oo'R m - \ / \ PROPOSED WALL easements.
19' o SEE DETAIL SHEET g N I a 13+00 _ Z y 1 �; �t PROPOSED STREET SIGN (TYP.) MAX. HEIGHT=z' 3. Written documentation of acceptance from VDOT for the entire roadway or for completed items.
+ a STD. CG 1z (TYP J _ _
I o - - --- -- .. - � • O ,, Formally, this is sent directly to the county on an AM-4.3 from VDOT, when VDOT requests that the Board of
' - -0,R 12+Oo-� - DE RE : ! gOp \ � I Z� o LOT z P \ Supervisors pass a resolution of acceptance. After the resolution of acceptance is sent to VDOT, it is usually about six
11+00 o v 3 m - SW E r • . F_ -' ' I $ " - 11 �\ I:o : N 5 / weeks before actual acceptance takes place, and VDOT issues a formal memo to the county with the road additions and
,R -+ �^ n �' - 3k' ` , 4' z -- -- \ \ ? o- O new route numbers. This final notification is needed for bond release. For partial bond releases prior to this, some
335 --- 11+50 P z8'v PROPOSEDVDOT \ N m ti Tn o_ /
�r•B. .1$` • _ __ n .9 11 \ correspondence from VDOT for items inspected and approved is necessary. This is usually in the form of letters
y0+00 1o+50 PROPOSED STREET SIGN (TYP. -o•: STD.CG- D TYP. 11 N -- `'yf's \ approving compaction reports, avementcores, pipe artialreleaseisso t A
_ 1 20 9( ) u> \ PP g P P P P P P sought. t
I t yB, • A i \ 1'-ENCROACHMENT final puncHist inspection report from VDOT can be used for a partial bond re ease, but only if outstanding items are not F
�• 't 83' - (TYP') \ \ too broad. If the unchlist is not official and only a courtesy review, it carries much less weight. In an case if there
° 3,4 5 PROPOSED NO PARKING SIGN TYP. LOT z6 P Y Y g Y
TYPE 3 BARRICADE w . :z$' z8 (I ) MIN.) ... _ 180 - \ N \ are problems meeting the eligibility or occupancy minimums, and it is not known how long improvements may sit, or
\ _�o'xzo'
o., Z "' _ ao zo'xzo' z (MIN.) GARAGE 1 • • 411-('•1Zx \ I . Q •y1i0 need replacement, partial releases may not be possible.
(2) FUTURE ON -STREET PARKING 6' _ , ,i - o ;; PROPOSED 6' PORCH & (TYP.)
MIN.) (MIN.) GARAGE 11 `" P1 hi�_ ,1 ? N°- Ln Ln
SPACES (8'X20')SPACES SHALL BE H j 20' 3' CONCRETE SIDEWALK (TYP.)20' 20' nl ( GARAGE PROPOSED NO PARKING SIGN (TYP.) - ' G 11T N Even if a bond release is not requested, an inspection from the County is required for any County items, z z t
a zo'xzo' zo'xzo' GARAGE _ m i A(10 \ V/ w w e
STRIPED OUT AS SHOWN UNTIL (TYP.) (MIN.) n R ` SEPAR� PROPOSED WALL such as the street name signs, and any sidewalks or amenities that the County required but VDOT will not
STREET IS EXTENDED INTO THE 20'x20' (MIN.) (MIN.) I c I \ ,Q . " . t UIUD� \ \ MAX. HEIGHT=6' Z o
2o'x20' zo'x2o' I 260 RAGE RAGE GARAGE PROPOSED RETAINING WALL EASEMENT - �, = _ _I, 10 i \ maintain. This final inspection by the County must be performed before the road can be recommended to a O O L
ADJACENT PROPERTY \ zo'xzo (tollN (MIND -(MGA GA N I LOT 1 1 - the Board of Supervisors for a resolution of public acceptance. Count bond releases or partial releases a v 0 L
GARAGE I I GARAGE I I° u 3 1,, 1T3 I I 1I I P P P Y ( P ) O
GARAGE GARAGE , CO LOT32 I co + 1 i _ \ will be considered on public roads for all portions approved by V DOT. In addition to 1-3 above, the u m
I
\ 1..
PROPOSED NO \ GARAGE �I O LOT 33 11 °kl x I \ , fallowing items are required to be submitted for bond releases to be considered: ��N/� w in L
PARKING SIGN (TYP.) I I In I t7 PROPOSED WALL n o �I? o LOT 2 \ V/ J a t
N LOT34 MAX. HEIGHT= m I I 7 0 \ z a w w<
\ I LOT 35 IZI 4' \ „ N I m m I I 1 4. Signed and sealed letter from a professional engineer listing and certifying that completed N 0
N
°
O i1 N O
PROPOSED VDOT a o N LOT 39 I NI LOT 38 �, LOT 37 LOT 36 o Iw I z4' II \ improvements are built according to plan. \ z w w F
° LOT 41 LOT 4o I m 10' a Please do rot e-mail or fax copies of this letter. An original signature and certifying seal are required. Please do not / j m m
STD. CG-9D (TYP.) �� \ LOT 4z I vl 10' DECK �/ za IC FI ��3' use qualifying statements such as "it appeared", or "to the best of m knowledge", or "generally in accord". w > >
D 10' 10 11 _ N \ q ie g PP Y g ", g Y w w-
DECK _ / h 18' MIN. `: °- \ Improvements were either built to plan, or they were not. As -built measurements, construction inspections, and other `
\ D DECK DECK x N
10'
DECK
%' 10' 10' DECK DECK
10
\ DECK DECK DECK L
\ - 20'REA SETBACK - - - - - - -
1'ENCROACHMENT,
TMP45-86 2-zs----- - - - --
ALBEMARLE SOCIETY FOR 32' s43°3i 13.98"W 194.83' 34' 28
THE PREVENTION OF CRUELTY PROPOSED WALL VARIABLEWIDTH
MAX. HEIGHT=5' WALL AND MAINTENANCE
TO ANIMALS, INC. EASEMENT
D.B. PG.
Miracle
LOT 49
110'
c�
GDi Z
K LOT 48 m
PROPC
�- STD. C
low
N
rn °-
LOT 47
PROPOSEDS
e
o -
- PROPOSED 5'
vvl In eUT IZ»I
DETAIL
CONCRETE SIDEWALK
THIS SHE]
�4
114
MY 1. . r
FIC FIC{
N
N
I o
YP.)-Go
I I
n z N
LOT44
m
s m�
... O
m
no Dv
E�PEp
s
5'MAX. SETBACK
DOT 1
I I
4 •; Z
YP.)
N
112'
D
LQI /
I�
PT:10 5
o
nI_
x
PROPOSED WALL
n
G? o
MAX. HEIGHT=3'
o f
m
NOTES:
1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A
SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT
REQUIRE A STAMPED ENGINEERED DESIGN.
2. ALL OPEN SPACES ARE HEREBY DEDICATED TO THE HOA.
3. ALL NEW PUBLIC STREET RIGHT OF WAY SHOWN HEREON ARE
HEREBY DEDICATED TO THE COUNTY FOR PUBLIC USE WITH THE
SUBDIVISION PLAT.
4. MAINTENANCE OF ALL STREET TREES AND THE PEDESTRIAN
CROSSWALKS SHALL BE THE RESPONSIBILITY OF THE HOA.
5. RIGHT OF ACCESS TO THE CEMETERIES IS A STATE REQUIREMENT.
ACCESS TO THE CEMETERIES ON THIS PLAN SHALL BE GUARANTEED.
Miracle Recreation Proposal A
"4
_41IIIIIIIIIIIIIIIt is,
Berkmar Overlook - Proposal A
Charlottesville, VA
TIMBERCPENING
KIT
aJ09R
3 VPW
ARCH SWGNt FFAME
]1EBR2
.N
MIRMIE TIMBERS
YB14q
N
FRICTION WFA MT
32' %5f• BLACKCK
BENCH CCNIEMPfi'11 O:MHNG
93116]3N
MRPG3091]
yA DEG,
TDT SEAT@
TEN SPIN
901
CANYON
CLIMBER
]I8n1
STAIRS
RISE
/
BECCONTEMP%(1 I ING
9
GROOEII
SLIDE
]1NM
Site Concepts L.L.C.
POBar235 THOM
L-SuoE
nasm,
TgryIgNA TOTROCK
POIM CUMBER
]I8851X& 718787
RISKMANAGEMEN'SIGN-ENGUSH e
]8] TIMBERCPENING
KR
"RJR
R0098_44068930574
COMPLIES TO ASTWCPSC
end
U.
10 II / D I 2 D Z n o field verifications should be cited and included. Tolerances should be noted. The items not built according to plan c
10' DECK J = iP E (TYP.) 6 o LOT 28 A N \ . , . must be listed, with explanations. Deviation in pavement materials and thicknesses must be listed. If street trees or
DECK I ZL 1' ENCROACHM ENT _ 8 \ to �� • n o mD \ ' e sidewalks, or other items were moved, or added, this should be noted. If drainage changed, by addition or deletion of
I zg' 4 1 I^ o II •' \• e culverts, inlets, or re-aligran ents of pipes or grades, this should be verified by revised computations and attached to the It
to letter. If there are outstanding items or omissions, these should be listed. Graphics are helpful. In short, please provide L
PROPOSED SIGHT N I 114' m \ c
.. more than a statement of opinion or assurance. Please demonstrate that the improvements and construction have been
- - - - - 34 2g� OPEN ACRES B DISTADNB E EA PG ENT ' " I + II at � � { 9 Z N W \ 4 inspected, investigated and documented, and are certified in detail, and county staff will not be in the position of
---- III 1 I II "o �- ID �,
35 � � ° LOT z9 rl N \ discovering discrepancies and deficiencies in the field.
OPEN SPACE HEREBY N m m o 5. Certificate of Completion
DEDICATED TO THE HOA PRC.• C }' II : s This form must be received for release of a bond. It is available on the county website. In the case of reductions, a
12' �• �• • • - PROPOSED S' z+68J l II \ t `Poo letter listing the outstanding items that need to be completed before signing the certification is acceptable. It must be
- = M ATC H L I N E S E E SHEET 4 CONCRETE SIDEWALK 1 �� 0 119' MP \ �P- signed by the owner. This form says all subdivision improvements have been completed. It also says that all
S • • • ■ ■ ■ ■ - - +/ y n construction conforms to approved plans and any discrepancies have been approved by the County. This means the as -
built plans have been approved by VDOT, and they have agreed to any discrepancies, which should be documented in
�O SS II D Z O LOT 3o m F acceptance correspondence or unchlists.
ay °W e e n / N PROPOSED 6' PORCH & sF P
z68 i - -
�o, ryl m 3' CONCRETE SIDEWALK (TYP.)
- - OPEN SPACE A
PROPOSED VDOT y� 12J o.61 ACRES
e < < e STD. CG-6 (TYP) e, �I OPEN SPACE HEREBY
DEDICATED TO THE HOA \
EXISTING TREE LIMITS (TYP. e PROPOSED 6'
2I PLANTING STRIP
PROPOSED NO PARKING SIGN (TYP. III --
PROPOSED S'
CONCRETE SIDEWALK ° I111 PROPOSED NO PARKING SIGN (TYP.) , \ o
EXISTING ACCESS EASEMENT , , I '+ 1111{ N
FOR TMP45-222F zp+8z.i 1 III PROPOSED SWM
DB 2834, PG.1
TMP45-112F EASEMENT TO BEREPLATTE
FACILITY
N/F FOUNDATION LLC AND EXPANDED WITH FINAL 1
0 FOUNDATIONS CHILD SUBDIVISION PLAT w I ROPOSED SPEED LIMIT SIGN
PG.
DEVELOPMENT D.�� 1 `' •• ti� 1 Ix .. , . ......... .
f, BUMPER BLOCK_ 1 PROPOSED PEDESTRIAN
s I w CROSSWALKSTRIPING
z' STRIPING TO PROVIDE 24' DRIVE + 2
PROPOSED VDOT H
AISLE AND 3.& PARKING SPACES o -TAcO STD. CG-12 (TYP.)
CONNECT TO EXISTING j 12 PROPOSED SIGHT
PARKING LOT CURB & GUTTER DISTANCE EASEMENT
....
a D.B.PG. Sz
EXISTING PARKING LOT PROPOSED SIGHT 3a FIC FIC "t L_a93.3v 57�167
DISTANCE EASEMENT + - -
D.B.PG. y eo - ETAPER
TIE-IN N PROPOSED 5'CONCRETE 12 1pp' RIGHT TURN LAN WITH DUMPSTER 5' o W -
SIDEWAL1K TO1EXI, STING SIDEWALK - o PROPOSED STREETSIGN IGN (TYP.)1Z \
EXISTING 5' CONCRETE SI
W
9p
S GNT DIST pNCE 3
SE
PROPOSED STOP SIGN (TYP.) - -
BRROUTE IVE 1403
STATE PRO
- SEE
DISTANCETO NEARi6o'
INTERSECTION =
DINTERSECTION A 35oT
I I
I I
�4,
PORCH/
DECK/ 0.
PATIO
�4
$
VILLA UNIT
7.3'
GARAGE
20'X20' PORCH
MIN.
20.7'
DRIVEWAY
18' MIN.
I
20' WIDE
DRIVEWAY
I I
I l
TYPICAL UNIT LAYOUT W/ DRIVEWAY
(N.T.S.)
POSED MILL & OVERLAY.
DETAIL, SHEET 9.
LOT
NUMBER
LOT
AREA SF
BUILDABLE
AREA SF
LOT
NUMBER
LOT
AREA SF
BUILDABLE
AREA SF
1
3,681
2,559
27
4,714
3,079
2
3,101
2,427
28
3,178
2,478
3
3,928
2,642
29
3,261
2,559
4
3,628
2,352
30
4,138
2,786
5
3,292
2,518
31
4,266
2,761
6
4,581
3,290
32
3,105
2,401
7
4,176
2,820
33
3,203
2,500
8
3,253
2,590
34
4,005
2,679
9
3,142
2,440
35
4,261
2,903
10
3,128
2,425
36
3,470
2,764
11
3,873
2,626
37
3,317
2,613
12
4,028
2,788
38
3,815
2,537
13
3,166
2,458
39
3,778
2,490
14
3,077
2,375
40
3,086
2,385
15
3,090
2,389
41
3,057
2,357
16
3,160
2,459
42
5,523
4,052
17
4,259
2,849
43
3,847
2,657
18
4,067
2,729
44
3,159
2,452
19
3,225
2,512
45
3,226
2,522
20
3,113
2,413
46
4,095
2,706
21
3,120
2,422
47
3,916
2,584
22
3,202
2,501
48
3,051
2,350
23
5,301
3,528
49
3,103
2,402
24
1 4,306
2,819
50
3,156
2,454
25
1 3,201
2,484
51
3,196
2,495
26
1 4,042
1 2,641
52
3,796
2,523
EXISTING 12" DI WATERLINE
TMP 45-81
N/F THIRD MESA LLC
II EXISTING 20' SANITARY
SEWER EASEMENT
I�DB.5z3z, PG.243-256
z
III
i N
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r
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a U)
JOB NO.
182152
SCALE
111 _ 301
3
IV
\\ `w
/
_
PROPOSED MILL & OVERLAY.
\ \�
\
PROPOSED VAR. WIDTH
SEE DETAIL, SHEET 9.
'
\ \ \
LANDSCAPE MAINTENANCE EASEMENT
/
\
D.B.PG.
\
PROPOSED EMERGENCY ACCESS
H�=
N580z :I w
WITH zz' ACCESS EASEMENT /
\\
45.14„E�i6
\
-
D.B.PG.
\ -,SIGHT 61,
w
^� S
off \ \b/sr.
`�F'
PROPOSED REMOVABLE STEEL BOLLARDS.
/'SEE DETAIL, THIS SHEET. BOLLARDS TO /
o'
o 90,
S
/
32 2
�94`9, az
BE INSTALLED AT BOTH ENDS OFACCESS ESMT /
(6) TOTAL BOLLARDS (AS SHOWN)
zo' PLANTING &
...-w -
3/1G" STEEL PLATE WELDED
TO P05T a GROUND SMOOTH
2-1/2' DIA- GALVANIZED
STEEL POST. PAINTED WITH
2 GOATS OF PRIMER
AND INSIGNIA YELLOW
3/4' DIA. STEEL PIN W/ HEAD
W/ 3/8' DIA. HOLE FOR
LOCK
FINI5H SURFACE
%T
0 SCOTT/R. CiTLLINS'ZZ
U Lic. No. 035791
1 �� 10/9/20
O
t
c0 A�S'SrONAL EZyG
NOTE.BOLLARDSTOBEINSTALLED
N6 �� \ OPEN SPAC G_ 6' O.C. MAX. LANDSCAPING B FER _
1'ENCROACHMENT O� o.1oACRES oR . \ 3" DIA. GALVANIZED I" 19
/ LOT 6 \ \ OPEN SPACE HEREBY PROPOSED VAR. WIDTH 4
> STEEL PIPE SLEEVEIT
'' CPAINT ABOVE GROUND .,
PORTION SAME AS POST)
\ � � _ LANDSCAPE MAINTENANCE EASEMENT _ iv
DEDICATED TO THE HOA/ / � N6 , / .�
o o SIGHTpIS oN_ �33Z•74E D'B'PG' \ CONCRETE FOOTING
4' ENCROACHMENT p�L �2k' o+ry�,(z�`' TANCE, - - 97.80, / -
ro OPEN SPACE F �o OTC SLOT 5 ti , C' F/p DEDICATED TOTHEH A ` ` N ` N6 , S [F2' H AMERIST 3/16' STEEL PLATE WELDED -
Q
o`' 2 10 o Fjp OPEN SPACE HEREBY \ TO SLEEVE 12"
O K SECURITY FENCING
�• ti°�c� / 41 \ a ro S 3 49'z6. T C - AEGIS PL B ) WITH URI G GATESN NOTE: DRILL A 13/IG' DIA. HOLE THRU
3 •• ,y� AND SLEEVE FOR
r Fc ���A / / FOR)liSE AT CEMETER S TO LOT, AND BOTH THE POST
io ... LOT 4 :. ... ° ......... ¢ oN Q Si',cf?, U.RN i PIN PLACEMENT.
y Z\ �` ' ` ; ; ; ; ; ✓ ��\ 1�'p R\w RETAININ WALL SA ET),
R ILING HERE REQ'D
7 \ oN: �� \ / REMOVABLE STEEL BOLLARD DETAIL
LOT . � �
PROPC D CONCRETE c rfao O�OF �ao a� z 2
2� o ° S 't• t OPEN SPACED °�N
/
-p 03 ACRES TlA/G&<qH 310'4o.6OPEN SPACE HEREBY
�/
mQ 4 4 4 e e e T/ PROPOSED 6' �� LOT 8
PLANTING STRIP 0 s DEDICATED TO THE HOA `�OSCAP/NCB\\o F 3p8'86' _ ` PROPOSED VAR. WIDTH / ry C/
z ' z4*3z PROPOSED 6' 4l /2,°+a �OF �� a8 FFFI? LANDSCAPE MAINTENANCE EASEMENT
z4+/ )gyp n- -, yti� L \C� \Oy D.B.—PG.—
LANDSCAPE /
_ ... , .... oo &MAINTENANCE .. . c OT g z$, N6 0
o c � o_ N PROPOSED 6' \ a, F z8' z8, .. 6 40, /
v EASEMENT J S, O �o, a .. J z8'
LANDSCAPE /C ? F s- , ./ z4 F
LOT �c . & MAINTENANCE r yj S c r °� 1 G/r \ S 0 692
PROPOSED 6' PORCH & m =EASEMENT ° �/ 1 \ P G9 �/ aO' titi o
CONCRETE SIDEWALK TYP. S� 3xsO� a8 p9 �� Ivy zo' REAR SET ACK _
3 (TYP.) * 91 \ /T?° LOT10 CF 21'�/ 1O, lo' 10' 10' N PROPOSED VAR. WIDTF
rF \ \ FT L DECK DECK �i0
\ \ 01 J / DECK DECK 10' \ 3 - ANDSCAPE MAINTENP
3'ENCROACHMENT v� Z\ao 4 �� \ \ y 1, r`'o+ { / DECK 10' 0H 3zsS�F D.B. PG.
C9 DECK 1g32 S
m \ tom, X°o, t�. �V�J LOT 11 PROPOSED BLACK S LOT z �3' • \ x°° \ $�Q� F DECORATIVE FENCE LOT 12
WITH GATE AROUND LOT 13 LOT 14 o LOT 15
1' ENCROACHMENT v yy2 \ �_? ! ?p, ao. CEMETERY H ti ,�, - )s,,
W 'o. �. \ o� V`r'i/+2 0 ..... - I PROPOSED6'PORCH& LOT16 ....... \ ..... �6
0',
yam?, N PROPOSEDVDOT T �9,p ti - �N LOT1 .� ` P� \ 4 . S1.ys
>- e p LOT 1 �cZ °" STD. CG-9D (TYP.) \ b 9eJ 3' CONCRETE SIDEWALK (TYP.) 7 oy . 4
\ F OPEN SPACE E zo'xzo' QS a `
zoxzo' t�
PROPOSED NO \ \
o.o ACRE N.
7 S `J GARAGE (MIN.) 04 N) zoxzo' zoxzo' t r� .......... , . \
o / PARKING SIGN (TYP.) pax \ / OPEN SPACE HEREB I GARA -- (MIN. zoxzo
s r /1 s E€-, (MIN.
OPEN SPACE H EXISTING' s DEDICATED TO THE HOA ARgG )
o. ACRES CEMETARY o \\ PARKING. PRO E GARAGE (MIN.) H
gE6GE LOT18 . .........
9. 30' / PROPOSED VDOT \ / N ?S' GARAGE ��0 '8, '
• � PROPOSED NO
43 STD. CG-6 (TYP.) POSED VDOT Z M / • 4 4 4 4 •
DEOPEN SPACE DICATED TO TH HEREBY ' I - PROPOSED VDOT XISTIN PAPROPOSED CE BSTREET STD. CG-gD (TYP.) ro ao q F \
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STD. CG-u (TYP.) ° ` EMETA Y - �- qC/� '9 /�(, o' • _ • _ = k oy
w9z.3g PARKING SPACE(8'xzo') \ '" �9r 1L9
+ ,•16•. 'z.$` z8, (9eF LOT19 O�G S d` . \\
1oz SEPARATION v
1O BUILDING — ° MRIRE STREE J All'
S
� w
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' . (8' PUBLIC R ) -� - \ LOT zo p�
LOT z �? o \ 17+76\ o ROPOSED STOP SIGN (TYP.) 800'R I �p�l +oo �4' a GF \\a8 ~
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PROPOSED BLACK 5 m -�- - °+ tiyo LOT 23. C�
D.B.—PG.— 7
DECORATIVE FENCES M� 17 00 " �/) ao'\ PROPOSED WALL S w 00
p - -� 1 + o �z 'P PROPOSED SIDEWALK ACCESS L.L
WITH GATE AROUND 2'ENCROACHMENT o PROPOSED NO 7 5 `k ` S+Sp \ /' 29%r \tJ' \ \ TO GRASS RECREATION FIELD MAX. HEIGHT=S' N
CEMETERY c N �' PARKING SIGN (TYP.) p�
114 A o PROPOSED STREET�SIGN TYP. o -:(4) PROPOSED ON -STREET ��� goo tiW�yQ raO+ ti� r�
�Zo ( °
I PARKING SPACES LOT 51 m T---PC:11+59 56 7 r (8'xzo')' .p
°
_ � , _ •� . �� � Gyro. pF,�o A CIO1� Iv v F Nti/ \�, 5 \\\ PROPOSED,b ZS*00 8 c� 9 LOTzz ytiO G� \\ H�
2'ENCROACHMENT m a 11y 3 / ` o_ PROPOSED 6' PLANTING STRIP • -_' ti 4r p 04 J
CY Cey ^ o PLANTING STRIP a PROPOSED NO PARKING SIGN (TYP.) PROPOSED VDOT Q 2T rao+ PROPOSED 6' PORCH & a- O
z x G I N J o 12,
2N I \/ 9( \ �ST li/�a0, 3' CONCRETE SIDEWALK (TYP.
,p STD. CG- D TYP.) \ •S ) W Cn
LOT 4 6 m� vvG•y SG - A .,"
n o: I TO iGNr \\c� LOT 2-4 S N
TMP 45-86A o LOT So `" �' Ln n PROPOSED VDOT
I a - PROPOSED 6' PORCH & PROPOSED SIGHT \ y Tq
ALBEMARLE SOCIETY FOR v r J 0° ' ;' - - 3' CONCRETE SIDEWALK (TYP.) DISTANCE EASEMENT v�GF, NCF� �� _ / STD. CG-6 (TYP.) W CN ,.�(
THE PREVENTION OF CRUELTY z' ENCROACHMENT n ° 2 _ n ti u6' \�?8 ?80. � so a A VDOT STANDARD i W
Gl ^ N 1 D 3 0 D.B.PG. o- +1
TO ANIMALS, INC. \ m 11z z X RI _RIW < D Z o LOT45 PROPOSED BLACK \ PROPOSED \\ :.� yP /ti+`o- z5' MAX. SETBACK TYPE BARRICADE
n DECORATIVE FENCE \ .) 9c / ZW
01� �, m GRASS PROPOSED STOP SIGN (TYP.) F J
m o 0 - WITH z GATES SEE OPEN SPACE C\
\ bo LOT49 PROPOSED 6' _ I PROPOSEDS' DETAIL THIS SHEET ROPOSED \RECREATION
V a CONCRETE SIDEWALKS 0.33 ACRES �� FIELD �� A� v o �yo
P� o. 110' PLANTING STRIP z4 ��4 I TOT LOT OP SPACE HEREBY PROPOSED VDOT �\ 1 o y
� FRON 15+5 TMP 45-82 i
z' ENCROAC ENT D 3 o S 2,5155f DEDIC TED TO THE HOA "� STD. CG-12 (TYP.), \ a 2y N/F THIRD MESA LLC U O
�,-.� lg'MIN F)CFICI n...N
J> O
°- - x LOT44 A � SEE SHEET \� �� x- ° • -� LLI
x �o.
e o v PROPOSED 6'
S z MAX. SETBACK �? r - 2 �, n Im- m o FOR EQUIP. PROPOSED STREET = o
5 LOT 8 m P n PLANTING STRIP a ,
1 w 4 E P E s. , 0 z MAX. SETBACK &DESIGN SIGN (TYP) = C\ \ a �0o A o- -C, ,
N v PROPOSED VDOT d �i I P Z 5 v (6) PROPOSED ON -STREET \ \\ \ y5 A /\ ---- Q O
\ z' ENCROACHMENT o' 108' STD. CG-gD (TYP.) I I m -- 11z' / n N D PARKING SPACES (8'x220') \ \ - o aply / \ r J - \ \ TMP 45-82A J Q <
LOT43� ° L•13 � yo/ \ m N/F THIRD MESA LLC Q z Q
m o PT:1o+Sz. 7 + co DA o �., .n e \ +5°/3j PCB/ \\ \ s
+ ^➢ > PROPOSED WALL + 'sIk I, 0 ° H�
1 N I N n x I + m I z MAX. SETBACK 0
LOT D ? 0_ r 1. p�, 7, D z " �. v PROPOSED STOP SIGN TYP. \\ �/ 5' = LL 47 m MAX. HEIGHT=3' o r Di ( h1 ONE /
\ PROPOSED STOP SIGN (TYP. - " + d \ U
1' ENCROACHMENT I /y U N ' - - m c+ - 0 PROPOSED RETAINING WALL EASEMENT
\ m m _� - - - - - _ - - - - - - - y4+O _ o- ROPOSED
S n S �`W 1
o, o L FRONT SETBACK 1z' o-5'FRDNTSE _ o o \ v x D.B.PG.
T 4 Y
+ _ N - oc DISTANCE=z8o' m 13+5 �o f2 \ zo Z a OPO ED NO PARKING
a N PROPOSED DRY CURB.: N 1 +oo `av v n \\ �c . ° yy2 \ \Lu
o m ri PROPOSED VD0I 1.2+50 30o'R A __ _ m 1 \ _ +- PROPOSED WALL
0 19� 0 SEE DETAIL SHEET 9 ti - I - a _ 1 +oo - " \ '�` MAX. HEIGHT=z' _
o + STD. CG-1z (TYP.)_ - 3 `¢ x 1 \ a ?� PROPOSED STREET SIGN (TYP.) \
s ° PC:10+11.46 _ - - \ _ o p O
SWEDES30 \ I x LOT z5 \ ul U) O
'a
335 01 11+50 P is \ N y2 m o_ /
i
Ni � i PROPOSED n y n
p B , f ka LL
yo+00 10+5o PROPOSED STREET SIGN (TYP. STD. CG gD (TYP.) ao9C LLI
18_ ACK —r f + \ 1'-ENCROACHMENT/ LLI
VDOT STANDARD o z8, • . " 34 -.33 _ •5 _ PROPOSED NO PARKING SIGN (T 1 W
B
(TYP.)
zoxzo' o \ LOT z6
TYPE 3 BARRICADE ..z8 _ - I - zv'xzo' (MIND +9y8 \ \\ a \
(z) FUTURE NO STREET PARKING N -�' a — PROPOSED 6' PORCH & (T' P -- zo'zzo' U' N) * (MIN.) GARAGE ` p C' y2 II= \\ Q v�3 K U)
6— y GARAGE 11` ,� 1 y 2 a°- O
SPACES (8'x2o')SPACES SHALL BE F H 20' 3' CONCRETE SIDEWALK (TYP.) zoxzo' n GARAGE PROPOSED NO PARKING SIGN (TYP.)
a co I GARAGE m 111 ON
STRIPED OUT AS SHOWN UNTIL + (TYP.) zoxzo' zoxzo' R RAT1 \ PROPOSED WALL J
TMP 45-86 STREET IS EXTENDED INTO THE 10'x20' (MIN.) (MIN.) (MIN.) PROPOSED RETAINING WALL EASEMENT c a , ' D1NG5 ' \ \ MAX. HEIGHT=6' LLIce
zoxzo' zoxzo' zo'xEa' GARAGE I r II= \ \ •� �-- BV1Li
ALBEMARLE SOCIETY FOR ADJACENT PROPERTY \ zo'xzo' (MINA (MIN.) -(FAII ' (MIN.) GARAGE GARAGE NI I 1 yoi I \ \
THE PREVENTION OF CRUELTY GARAGE I I I IW m I� LOT31 I 1N I +� III \
(MIN.) GARAGE GARAGE GARAGE e
\ GARAGE CI m LOT32 1 + - o I \ I Q
TO ANIMALS, INC. PROPOSED NO LOT PROPOSED WALL T. V4 1 m` K. x \
PARKING SIGN (TYP.) I I I O 34 MAX. HEIGHT= n o g NI O
\ N I_ N LOT r LOT 36 0 LOT 35 I Gzil LOT 4 1 :111 w I II I III ? o LOT z7 v o I \ I` e O
\ PROPOSED VDOT -� o H LOT 39 I NI LOT 38 ti 37 to o- 4 � \ 4 .
\ STD. CG- D TYP. a \ o LOT 41 MLOT 40 .+ I N O I vl DECK _S I Iz ! L.L
9 (TYP.) r LOT 4z D 10' 10' 10' za I C F 113' \ N W
\ \ I I I y DECK DECK DECK / h I I �8'MIN. x N \
D z o rn o
\ 10 10' DECK DECK I zl� 1' ENCROACHMENT J h /P EIL ) LOT z8 v O m \\
' 10' I DECK
10'
10' 10' DECK I DECK I 28 4a . v o, II \
DECK DECK DECK L 00 PROPOSED SIGHT �+i II _ 114' m \= k = = e
\ \ \ _ _ zo' REA SETBACK — — — — — — — — — — — — — — zg OPEN SPACE B DISTANCE EASEMENT : " ) )�
— — — — — — — — — — — — — — — —
GRAPHIC SCALE 1'ENCROACHMENI, 0-35ACRE5 D.B. PG. I � v ° z N LOT2 n
z z8 34 OPEN SPACE HEREBY (� ro m 0 9 m 1T. \... .
30 0 15 30 60 120 — — — -�` ° RC. 1+6��
35 DEDICATED TO THE HOA P I
31' S430 31' 13 98"W 194 83' 34' z8' 1z' PROPOSED 5' $�
PROPOSED WALL VARIABLEWIDTH _ MATCHLINE - SEE SHEET 3 CONCRETE SIDEWALK I �/ o ��9 r) c \\ / \ ado
MAX. HEIGHT=5' WALL AND MAINTENANCE I I �
ss o ? ■ ■ � ■ ■ � - -� 11 c� :,>
( IN FEET) EASEMENT S 3o' o D o LOT30
1 inch = 30 ft. D.B. PG. S634"Ly r + �� D Z N PROPOSED 6' PORCH & m -
�6$�0, I III n m 3' CONCRETE SIDEWALK (TYP.)
OPEN SPACE
-
a
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JOB NO.
182152
SCALE
SHEET' NO.
4
PROPOSED
8" G.V. & PLUG
0
—
T
PROPOSED 8"x8"TEE 5 — ' ... o T 26 \
S ---
PROPOSED WATER
'�- � ' ' ` ` ' . 4 3 \ \ PROPOSED SANITARY SEWER
EWER \
�I
SERVICE LATERAL (TYP.) PROPOSED zo' PUBLIC ��\ \
TILITY EASEMENT I LOT 31 - .. - . SERVICE LATERAL (TYP.) V� -
PROPOSED 1o' PRIVATE I I D.B.PG.
SANITARY SEWER EASEMENT I LOT 32 e
NOTE: LOT 38 SHALL REQUIRE I LOT \ .. ' OTES:
D.B.PG. I I ATRAFFIC-RATED METER BOX I LOT 1 7 \
\ PROPOSED SANITARY SEWER L3 �OT 33 \ LOT 2 II
SERVICE LATERAL (TYP.) 39 LOT 38 LOT 37 LOT 36 35 I I ) 3: I I \ I 1. EE SANITARY SEWER AND WATER LINE PROFILES IONAL INFORMATION.
LOT
\ LOT 2 LOT 41 LOT 40 I I I I PROPOSED 6" CL. 52 DFWATERLINE \ \ 2. SANITARY SEWER AND WATER LINES TO BE INSTALLED IN ACCORDANCE WITH ACSA
GENERAL WATER AND SEWER SPECIFICATIONS.
LOT 28 I I I \\ \ 3. WATER LINE SHALL BE DUCTILE IRON CLASS 52.
�. 00
.. PROPOSED zo'PUBLIC
+ I `
4. RFORM TEST PITS TO VERIFY HORIZONTAL AND VERTICAL LOCATION, PIPE SIZE
UTILITY EASEMENT ..A.
�—• .... .. D A MATERIAL OF EXISTING WATER LINE - COORDINATE TEST PITS WITH VDOT &
\— — — — — — — — — — — — — , — — = I — B. :: 1 THE CSA. CONTRACTOR SHALL PROVIDE ALL NECESSARY TRAFFIC CONTROL IN t
(PROPOSED FIRE HYDRANT
_ I LOT 29 \ ACCO ANCE WITH VDOT STANDARDS THE MUTCD, AND VA WORK PROTECTION i
ASSEMBLY w/ 6"x6" TEE _ 1 I I e \ MANUA . CONTRACTOR SHALL GENERATE TRAFFIC CONTROL PLAN AS NECESSARY
AND OB IN VDOT LAND USE PERMIT TO PERFORM WORK IN VDOT R/W. TEST PITS
\ HALL BE ERFORMED AND TEST PIT INFORMATION SHALL BE PROVIDED TO ACSA v> v>
X ...... MATCHLINE - SEE SHEET 6 to IORTO RDERINGANYPIPINGMATERIALS. z zI'll F
LU LU
NOTE: PRIVATE PRESSURE REDUCING VALVES WILL PROPOSED WATER SERVICE LATERAL (TYP.) LOT 30 I I I I ; :: Z zz a f f
BE REQUIRED AT THE SERVICE CONNECTIONS. 0 0 L
1 I E HYDRANT EXISTING FIRE RANT
a
PROPOSED 6" 9o° BEND TO w I I"'�I L
TYPE ABLOW-OFF ASSEMBLY EXISTING 22" CAST IRON ,A 0 j w w
S- - s \ RWSA WATERLINE Vim/ 0 1- a a
J
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R'� i....
\ h I e "S " i 4 PROPOSED zo' PUBLIC W Lu L c
\ W ,, e 4 4 TILITY EASEMENT w/
GRAPHIC SCALE \ 4 f D.s.PG. �L
OTE: THE FRONT OF THE BORE PIT WILL NEED TO BE SHORED.
30 0 1s 3o fio 1zo ` ` t 4 4 • WSA WILL NEED TO REVIEW SHORING PLANS FROM A LICENSED
NOTE: THE 3o" RWSA WATERLINE MUST BE SUPPORTED & PROTECTED DURIN EOTECHNICAL ENGINEER a DAYS PRIOR TO BORING ACTIVITIES.
THE EXCAVATION FOR THE PROPOSED 8" DIP SANITARY SEWER LIN J . 4 TEST PITS OF THE EXISTING WATERLINES WILL BE
( IN FEET) 1 inch 30 ft. REQUIRED ATTHE TIME OFTHE CASING
= -\. `
.\ INSTALLATION &OFF -SITE SANITARY SEWER
I \ CONSTRUCTION. THE ACSA & RWSA SHALL BE
d _ \ CONTACTED 3 BUSINESS DAYS IN ADVANCE OF
CONTRACTOR TO REMOVE AND �"��THE CASING INSTALLATION AND SHALL BE
N REPLACE EXISTING FIRE HYDRANT \ , , " , W PRESENT DURING THE CASING INSTALLATION.
2
W PROPOSED BORE LAUNC PIT
eols w --- SHALL BE A MINIMUM OF 5'0+50
+� FROM THE EXISTING RWSA 3o"
11+0
o
WATE LINE
12+00
_w DRIVE
_ EXISTING3o" DI + 0 BERK ROUTE 1403
13+00 RWSA WATERLINE STATE
gER �R ORIV 3.3+50 + S -
— 14+00j
1 w BORE &JACK PER ACSA STANDARDS 45
w i4+41 LF OF 24" STEEL CASING PIPE (o.5o" MIN —
WALL THICKNESS) W/ 8" RESTRAINED
w — - JOINT D.I. CARRIER PIPE.
PROPOSED BORE RECEIVE PIT
\ � I
— ■ ■ — ■ ■ 1n EXISTING WATER METER I
SCOTT/R. CiTLLINS'Z
Lic. No. 035791 a�-
pPA
10/9/20��
�SrONAL E�'%
20, pUg\ 1C DRAINAGE
SEMENc �
Dg 4825 p4�
i
\ 30' \11RG1N1 A
POWER
s \ EASEMENT
Dg 1538
PO
2
Dg 482b
EX MH-HrVSTMn-1-1 � N pONC
MH-1 — 25, DES Dg�10454 PG
TOP ELE 1= 47 -r — — s — — —
M\j OUT= S S S S
Ln TIE-IN TO EXISTING —
SANITARY SEWER MANHOLE
MATCHLINE - SEE THIS SHEET
II as
I � I
I
Ln
EXISTING 20' SANITARY
SEWER EASEMENT
DB.5232, PG.243-256 10
PROPOSED 20' SANITARY
SEWER EASEMENT
621 SF
s
PROPOSED 20' PUBLIC 5
UTILITY EASEMENT �S
— oN
_ I
5 � —
5
S — off EXISTING GUY o
5 — WIRES FOR POWERPOLE =
— o A =ff GRAPHIC SCALE
OH 30 0 15 30 60 I 120
( IN FEET )
1 inch = 30 ft.
O
�I Ln
I
EXISTING 12" CAST IRON
RWSA WATERLINE
ul
� ■ ■ � ■ ■ to
MATCHLINE - SEE THIS SHEET
4
Ln
I
EXISTING 20' SANITARY
SEWER EASEMENT
DB.5232, PG.243-256
EXISTING 20' SANITARY
EASEMENT
z, PG.243-256
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JOB NO.
182152
SCALE
111 = 301
SHEET NO.
5
k7
SCOTT R. L'1 N
w TIE-IN TO EXISTING 1z" Cl WATERLINE C) Lic. No. 035791 �
WITH PROPOSED 12"x8" T.S. & V. `10 1g�9�2g
OH \ W / \ \ / �osrONAL 'IF,
W /
OH EXISTING 12" CAST IRON
/ IX ` W RWSA WATERLINE
OH
\ PROPOSED zo' PUBLIC / m
UTILITY EASEMENT 3 w
D.B.—PG.— �_
LOT 6 \ \ RWSA NOTES:
J 1. CONTRACTOR SHALL COORDINATE WITH RWSA AND ACSA DURING CONSTRUCTION OF THE CONNECTION TO THE EXISTING RWSA 'z" WATERLINE.
PROPOSED FIRE / / / \ CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT THE RWSA 12" WATERLINE DURING CONSTRUCTION.
HYDRANT ASSEMBLY / ROPOSED 8" zz.5° BEND O w z. CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION, THE OUTSIDE DIAMETER AND THE PIPE MATERIAL OF THE 1z" WATERLINE F
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
ON DURING THE TEST PIT. THE TAPPING SLEEVE SHALL BE APPROVED BY RWSA PRIOR TO BEING ORDERED. THE TAPPING CONTRACTOR SHALL BE
APPROVED BY RWSA PRIOR TO THE TAP.
I I / LOT 4 /\ \OH Sr�AT 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
\ ` PROPOSED 8" CL. 52 DI WATERLINE \ �O SHALL BE INSTALLED PLUMB. FOLLOWING THE PLACEMENT OF THE 12"X8" TAPPING SLEEVE, A CONCRETE PAD AND THRUST BLOCK SHALL BE PLACED Y, z w w
LOT ] UNDER AND BEHIND THE TAPPING SLEEVE. Z O ¢ f
4. A MINIMUM OF 3 BUSINESS DAYS' NOTICE SHALL BE GIVEN PRIOR TO ANY TEST PITS OR CASING INSTALLATION. o o L
\ / pG' a a
_� ! \ \/ \ \OH s�J O W a a L
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\ s\ LOT 8 \ w v, z a W W<
\OH O \ w > j EnEn <
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° \ 9 \� " \ W
LOT — — — — — — — �
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/ LOTS — — — \
LOT io
PROPOSED 8" 450 BEND
LOT �&\ > ��T.• �\� LOT11
I \ j Xooaj� \� j 1 LOT 1z LOT 13 LOT 14 LOT 15
NOTE: LOT 11 SHALL REQUIRE PROPOSED SANITARY SEWER
OT 16
LOT 1 ;; \\ j ATRAFFIC-RATED METER BOX SERVICE LATERAL (TYP.) LOT 17 \oN
I I PROPOSED 10' PRIVATE \ \ PROPOSED IBILACK DECORATIVE I / \
SANITARY SEWER EASEMENT_ / FENCE WITH GATE AROUND CEMETARY PROPOSED WATER / \
SERVICE LATERAL (TYP.) \ H
I EXISTING I I \ LOT 18 0 �
\\jam CEMETARY N j I I
\� PROPOSED 20' PUBLIC
\ \ UTILITY EASEMENT XISTIN I /
— D.B. PG. � -META Y 5 LOT 19 ON\
\ \ " y PROPOSED zo' PUBLIC \
_ o UTILITY EASEMENT LOT zQ
PROPOSED BLACK DECORATIV \ ' ;N D.B.PG.
FENCE WITH GATE AROUND CEMETARY LOT 52 \ I 7+76 I� E PpR BLl REIN"1� — M16 °+ °
_� M \
M D.B. •.•, _ LOT 21 \
N)TE: LOT 20 SHALL REQUIRE
4 _ A IC -RATED METER BOX
\PROPOSED I r M TRAFF \
\ I LOT 51 PROPOSED FIRE HYDRANT• PROPOSED FIRE HYDRANT \1 � � LOT 22
\ \ i & (z) 8" G.V. ASSEMBLY w/ 8"x6" TEE _ I� ASSEMBLY w/ 8"x6" TEE Sxo \ \ \ \
°
\ � � LOT 46 II I \ � LOT 23
LOT So II •:'• � I �•. `.••.s �� �
PROPOSED 8" CL. 52 DI WATERLINE
LOT 45 I I I / /
IPROPOSED BLACK DECORATIVE /
\ \ I LOT 49 I o I I I I FENCE WITH z GATES
II PROPOSED 8" CL. 52 DI WATERLINE D
OT 44 I PROPOSED
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4 15kO .. � •\
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ml — LOT- ASSEMBLY w/ 8"x6" TEE
PROPOSED 8" CL. 52 DI WATERLINE' / / RO OSED 8 CL. 52 DI
LOT 47\ P\OPOSED FIRE HYDRANT I / /
IASSEMBLY w/8"x6"TEE_ — — j _ _ — WEDE TREET 14+0o N LPT24
\ — 13+00�54 PUBLIC RAW) P POSED 8"x6" REDUCER
- \\
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PROPOSED 8" CL. 52 DI WATERLINE J l0 12+00 \ W LOT 25
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( IN FEET) X % NOTE: PRIVATE PRESSURE REDUCING VALVES WILL PROPOSED WATER LOT O
1 inch = 30 et. BE REQUIRED ATTHE SERVICE CONNECTIONS. SERVICELATERAL(TYP.) 3
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GAR=56o.�3— I 1 \\ i PROPOSED RETAINING WALL EASEMENT / / 4¢0� 08/31/20
oB / /
PROPOSED 20' PUBLIC I .. .. - - - .- _ + / D.
55 .5 DRAINAGE EASEMENT •' - _ \ - - 5°� / YD-zz \ \ B. PG. / �SSIONAL E�Gt
D.B.PG. 4� .Ee : v
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/j MAX. HEIGHT= PROPOSED io' PRIVATE �� 5i GAR=5z6.67 I YD-19 \
S) \ DRAINAGE EASEMENT PROPOSED RETAINING WALL EASEMENT LOT 30 \ /
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JOB NO.
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SCALE
SHEET NO.
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O SCOTT R. LLINS'Z
C) Lic. No. 035791.
08/31/20
\ \ � PROPOSED VDOT STD. ES-i W \ \ L
osIONAL Elf
/ 57ao
PROPOSED io' PRIVATE \ CULVERT
H -
PROPOSED VDOT STD. ES-i
DRAINAGE EASEMENT
\ \ \
° /�/ �° WITH RIPRAP OUTFALL
cq
D.B.PG. LOT 6 A \ \
PROPOSED PRIVATE YARD FFE=1 2ZSouo
& ROOF DRAIN SYSTEM GAR-57 �\ /
_ W / \ YD 8 FFE=572.50
\ $ \\. \ \ \\ F
/ GAR=57z.00 % / / \ \ L
"° j LOT 4 LO 5 \ �57n
FFE=572.50 4.5 - r- ' • // \ �. �"� o�g / / \ \ \ \ F F t_
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FFE=570.83 / / \ a O O b
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FFE=570.17 - \ \ \ W \ \ z Q w w F
W YD-7 �7 ,7p. '3 38 GAR=569.67 \ \6 pN PROPOSED io' PRIVATE \ O
E `5 RAINAGE EASEMENT / . Ln
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/ 568. L -
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FFE=572.00 - o." oo \ \ FFE=568.17 LOT 13 LOT 1 \ 6n.n GAR=5715°
\ \ \
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GAR=565.0o FFE=56567 FFE=565.0o FFE=563.67 LOT17 �i \ YD-i3 \
\ 7 \ \ I GAR=56367 GAR=563.00 GAR- 6 6 FFE=56z33
FFE=572.00 �. s EP ,ram / GAR=560.33 FFE=561.00
GAR=571-50 OT 19- 5fii TC `!� S6f.8o- .i \ \ GAR= I \ \ 7 04 \ \
\ \ 55900 _\ I N N N N N N
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a 563.8 EP 5 3 9 36z.5oFL o GAR=55433 \ \W
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\ LOT 2 0 - -i7+oo- g PUBLIC Rj\N) 5 6.g5 L PROPOSED WALL \ W
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\ a 563:yEP.
i 5 4. 5`6 EP 56z
FFE=566.17 �' r •56yo7 . 1 _C 4.zo \ T 21 I \
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\ o - � _7sx z FFE=553.00 \ m \ 01 1 Hq
\ \ \ \ \ I LOT 51 - + - - - 6 I� 34B °0 33 5 �\ GAR=551.00 4 , f \ J
404
FFE=564.67 \ Z nFL LOT 22 \ \ \ _ - O
LO \ \ h\ LOT I ° " 5 ?.5 GAR=564.00 PROPOSED 10 PRIVATE \ LOT 2 O)
h 5 6 ' S6 .55 DRAINAGE EASEMENT z FFE=551.0� \ \ N
\ \ \ \ FFE= 6 8 2 I \ PROPOSED GRADE IN EXCESS
\ \ 5 4. 3 6 ' S6 ;9 EL D.B. PG. \'S\ GAR=549.00 / YD-10 N
GAR=564.33 \ 50.go 49^ � / \ OF 3a CONSERVATION MIX
\ \ \ \ \ OT �kx PROPOSED zo' PUBLIC. -- REQUIRED (SEE LANDSCAPING Q
45
I 7C7 I PROPOSED PRIVATE so PLAN SHEET i FOR DETAILS
\ \ 564o LOT ° 0 5 1.p 7°9 I GAR 56z83 ROOF DRAIN SYSTEM 5 0 DD B INAPGEASEMENT / L \ \ ) % Z
-TI �<
/ \ \ FFE=563.5og ,, 0 .8.Ly '1 z°io, \ 549.z - \ / L \ J
\ \ I GAR=563.00 - o - a •y o r \ J 0-
PROPOSED PRIVATE YARD' ' �', -
LOT 3°a �' 2sA 15k5° L \ W
\ Q
& ROOF DRAIN SYSTEM 5 6' � -� ,• ._ r I + F E=561.50 44
\ \ \ LOT 48 ao zz o o I G R-561.0o I / W <
3.g PROPOSED YARD DRAIN s $arc
L \ I I PROPOSED WALL o s47n r\B L Q
_ \ \ FFE=56z.17 +_ y 5S 7
GAR=561.67 ) (MAX. HEIGHT=3') 4s7EP s .. 15kO� J z
FFE=560.83LOT� / �iz6 YD i \ \ 4oic Sy4 �.e m� J Q Q
\ m LOT 47 o 56 GAR=o� J \ PROPOSED RETAINING WALL EASEMENT
\ N .33i i66 tJ a
PROPOSED 20' PUBLIC I � ., ' '. - y1�+'S°\ / / \ D.B.PG. z Q Q
DRAINAGE EASEMENT
\ \ POSED 5 �1 D.B. PG. s 49. EP .. S43 P � L- 5 / \ o6
\ PROPOSED zo' PUBLIC Q�\X z \ U � OZS
\ \ 1 I DRAINAGE EASEMENT � �' - ss syy.o P +oo � s,, \, z6 FFE=54133/
D.B. PG. 4 - - - - rrPJJBL - - 14 so/ ? GAR 540.67
4
ss _ �5 ioA
+oo D.B.PG. 3 5 \ OT 24 W Z
\ \ 560 0 559.E EP a 558.0 - yz+50 ` F
o PROPOSED zo' PUBLIC \ \ o.1Tc
b' o.SEP _ , 0 540O - g47.oz /1 \ DRAINAGE PGEASEMENT PROPOSED WALL
\ \ \ \\ \ 6o.a r i 559 s EP..- OI _ / - - �4 12+00� - 1: • ' e l 47i- n 10 FAR 539- 33 (MAX. =z') U) % 33 X HE GHT O
PROPOSED io PRIVATE ii+oo - i 545,®8'
\ \ DRAINAGE EASEMENT 5807EP 4 ii+So s .6 h 553 12 7.64 .• • • -- - --- 5'3 LOT 25 O
✓ / 6 z ss9alc o 1 3 � - - .• -•s �9r- .- � � 0 A �
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\ D.B. PG. 56io7c s49.71 536. YD zi
\ \ \ �.6°i° \ \ W
LOT 26 Lu
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FFE=53733
559. i 55 05 _r- - - 4.0% - AR=53533
56o.zo 559. 3 5 o 3 6% \ o Q w o \POSED WALL
� '� 5 of 3:� a�o m s( AX HEIGHT 6') �
PROPOSED
DRAINAGE
EASEM mmiW
LL
- \I
D.B.PG.
FFE= 46.8 FFE=545 So 1 I \ �` PROPOSED PRIVATE YARD Q
\ \ \ I FFE=547-5° 5 3 GAR=545.00 + 53�7 -
FFE=54930 GAR-547.0o GAR=54633 , I\" 53�" 1 FFE=534.67 \ &ROOF DRAIN SYSTEM
\ \ I I FFE= 1 z I GAR=T 34 LOT LOT 32 LOT 1 "rl 53 7 - o ��\ \
FFE=553.z5 55 � 5 3 1 GAR= 2 6 YD-20 t_ r J
GAR= z GAR=55°JS I LOT 33 f- m �
FFE=555�z5 55 �75 34 -
\ \ - FFE-557z5 - Y .
\ - I � • I LOT 27
FFE-56o.0o FFE=55933 - GAR=554�75 PROPOSED WALL _ \ �
53 5
FFE= 61.33 FFE=56o.67 GAR- I GAR=556.75 37 LOT 36 LOT 35 I _ _ - (MAX. HEIGHT=4') \ N \ \ \ 5 559�5° GAR=558.83 LOT 5 W
LOT o.� GAR=5647 LOT 4o LOT 39 I I LOT 38 � � � i i� ;28.3�� S�a�,� ��.a°i� �
\ pp
L- 543 5
\ 4 LOT 1 \ / / / � _ FFE=53z.67
�� i GAR=53o.67 \
44 _ ,� -� 4A � � - LOT 28
\ 0 Lu
- - - - - - _ - / ��� j 4 46 `! 5 4 5% FFE=53o.67 m'z �/ a m
\ i G- A-P'HIC_ SCALE -- _ - -� GAR=528.67
I 55yTW 55 s 5536W SRTW 48- 54 54z
/30 0 15 30 60 1P0 5zB 5 oB 4 B -54 5 z - 540 BW _ PROPOSED RETAINING WDAB. EASEMENT \' -: LOT ' P \ \ JOB NO.
� r � � PROPOSED zo' PUBLIC I � 182152
\ \ \ I PROPOSED PRIVATE A�_ ES E SHEf�/ \ \ RAINAGE EASEMENT \ 1
\ / ROOF DRAIN SYSTEM 7'S3 ^ D.B.PG. \ SCALE
\ I ( IN FEET) PROPOSED WALL PROPOSED io' PRIVATE m m-� / \ 5z FFE=528.6 � I I � �9 1�� = 3O�
HEIGHT= / o GAR= z6.6 YC)-
=' °n \ \,. SHEET NO.
1 inch = 30 ft. (MAX. S) PROPOSED RETAINING WALL EASEMENT + z4 8
\ / \ // / DRAINAGE EASEMENT / D.B.PG. 5z3 LOT 30 F 8
\ 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: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. '-L---(-- -
ADVANCE OF THE START OF CONSTRUCTION.
2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALLii. 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 REUSED 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
PRIOR T ACCEPTANCE Y THE COUNTY. A DRAINAGE UTFALLEASEMENTS AR TO EXTENDED TO EASEMENTS 0 0 E CE B E U ALL GE 0 E BE
iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE
COMPLETED AND APPROVED BEFORE THE PAVEMENTSTRUCTUREISPLACED.
,
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 OFTHE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITYAND
-
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.
GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR 4 FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE
I
I (
\
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.
- --
6.
WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT
STANDARD PE-1.
vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OF THE
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
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.
BE NULL AND VOID. _ ` --_
9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC
RWSA GENERAL WATER SANITARY E NOTES APRIL 2 1
CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND S G & E SEWER NO S ( 0 6)
MANUAL. 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE � �
10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, GENERAL WATER AND SEWER DESIGN AND CONSTRUCTION STANDARDS VERSION 1.D, ADOPTED IN
\`
�i
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.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY 1-800-552-7001 . DETERMINED BY VDOT FOR PUBLIC ROADS. ( )
12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL 4. 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
INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE MADE WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK SHALL BE TOP 4"
WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. 2" R O
CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR HOLIDAYS WITHOUT SPECIAL WRITTEN PERMISSION CURB /
ROAD NOTES FROM RWSA. f '
6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE . '•
6"
EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE -TESTED BEFORE A CONNECTION IS `\
GRADING: --
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 F 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 MIN. /
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 7' 6" 2'
SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE 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 & 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
DC
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
Empire Street (Pubfic 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 MAYBE 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" CONC.
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
.. ,, 4.
`
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.
ALBEMARLE COUNTY
14.
TREES ARE NOT PERMITTED IN THE RWSA EASEMENT.
22' ACCESS EASEMENT
ADT: 381 VPD (19o.5 ENTER/ 190.5 EXIT)
AM PEAK VPH (6 ENTER/ 8 EXIT)
GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CONSTRUC77ON WITHIN ANY EXIS77NG PUBLIC RIGHT-OF-WAY, INCLUDING CONNEC77ON TO ANY
EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 7RANSPORTA77ON (VDOT). THIS
PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES
Q
OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONSTRUC77ON METHODS SHALL CONFORM TO CURRENT SPECInCA77ONS AND STANDARDS OF
VOOT UNLESS 07HERWISE NOTED.
J. EROSION AND SILTA77ON CON7ROL 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 FER7JUZED 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
ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
7. ALL 7RAFFIC CON7ROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM 7RAFnC CONTROL DEVICES
8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS N.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR 7HE
Swede Street
STA
10+06- 11+18
54' ROW Section
Parking 1 Side
11+18- 12+60
48' ROW Section
No Parking
12+60- 14+50
54' ROW Section
Parking 1 Side
14+50- 15+72
48' ROW Section
No Parking
Empire Street
p
STA
10+00- 16+30
48' ROW Section
No Parking
16+30- 16+90
54' ROW Section
Parking 1 Side
16+90- 17+31
60' ROW Section
Parking 2 Sides
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 15ide
12+87- 14+32
48' ROW Section
No Parking
z4 1
PM PEAK: 29 VPH (18 ENTER/ 11 EXIT)
POINT OF
C/L FINISHED GRADE
SURFACE PAVEMENT TOP
ISM-9.5 OF 4
1/4".1' CURB 2" R
1 �'" SM-9.SA
SURFACE COURSE
BASE COURSE 6"
/ . 3" BM-25
21A STONE BASE �
/ 1
INTERMEDIATE COURSE
n
10' 10' 5
13" �A' 6" COMPACTED AGGREGATE
1
a<
TRAVEL LANE) _____(TRAVEL LANE) +' , .. n 7" BASE COURSE, VDOT /21A
20' E/P-E/P . .. ° ." OR #21B DEPENDING ON \
ULTIMATE TRAFFIC UMITS
Y 4 AND UNDERDRAINS \� \
EMERGENCY ACCESS ROAD 6" COMPACTED
MIN. _ SUBGRADE
NO SCALE
1' 6" 2' ASPHALT PAVING - ROADS
CONS7RUC77ON INDUSTRY (29 CFR PART 1926). R/W
R/W
DOT #57,#68, OR #78 NO SCALE
C�
STANDARD CG-6
STONE BASE UNDER CURB
_
5' N70E CONCRETE CURB &GUTTER
POINT of
FINISHED GRADE
CURB &GUTTER 5' WIDE CONCRETE
CURB &GUTTER
& CHECKED BY VDOT
J SIDEWALK
/
EXIST. GROUND 2% / 2%
SURFACE
/ 2%
SIDEWALK
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 \ 4• DT STRIP
STONE BASE S SAFE BASE `SUBBASE STONE
B�A5 fi .D �2.5 6
10' To'
(TRAVEL LANE) (TRAVEL LANE)
24' F/C-F/C 1
48'
R/W
TYPICAL NEIGHBORHOOD STREET SECTION (48' PUBLIC R11t)
GS-SSAR RESIDFATIAL B AfIXTP USff SUBDIVISION STREET DESIGN SPzkTWP- 25 A(PH
CG-6 POINT OF CG-6
CURB &GUTTER FINISHED GRADE CURB & GUTTER
SURFACE
/ 2% ` 2% \ 2%
6' PLANTING
STRIP
a• 14J0
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 1 1
/ 6' PLANTING 6' PLANTING /
4" VDOT 21A STRIP 4. WOi+ 4'w0r STRIP 4" VDOT 21A
STONE BASE 57aNE 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" woT 21A
STONE BAS£
EXIST. GROUND
0.5 5-
R/W
TYPICAL NEIGHBORHOOD STREET SECTION (54 ' PUBLIC RI)V)
GS--SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED.' 25 MPH
PARKING ON ONE ��IS"""IDE ONLY
CG-6 CyL POINT OF CG-6
CURB & GUTTER I 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
S T SUBBASE 42d 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 R/4Y)
OS--SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED- 25 MPH
PARKING TIYO SIDES
EXIST. GROUND
EXIST. GROUND
C
WIDTH OF ENTRANCE
W
EXISTING OR PROPOSED
E%PMSgN JOINT
5
SIDEWALK OR SIDEWALK SPACE
2 0
W
j
f
EXPANSION JOINT
E
C
w
j
IL
N
u
c ?. Q
f
CURB INCLUDED IN
W
V
6A
ER
ENTRANCE COTTER
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W
e
FLOW LINE
0,
A
r
EXPANSION
JOINT
ENTRANCE WIDTH
DESIRABLE MINIMUM 16.
c
ABSOLUTE MINIMUM 12'
EDGE OFPAVEMENT
HALF PLAN C �
GG-08
ENTRANCE
LIMITS OF PET.!
LIMITS OF PED.
ACCESS ROUTE M `
ACCESS ROUTE OR
UNPAVED SPACE NON -TRAVERSABLE !
UNPAVED SPLAPE ACE
WIDTH OF
ENTRANCE -
AJ
LMI75 OF PET.
LIMIT$ OF PET.
CES$ ROUTE ® NON -TRAVERSABLE !
PCCESS ROUTE
PEDESTRIAN ACCESS ROUTE DETAJL WITH &
WITHOUT UNPAVED SPACE
ADDITIONAL RIGHT-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
PATR CONNECTING ALL ACCESSIBLE ELEMENTS OF A
p9.
o•
WP-2
1�=y EDGE ET E%ISINNET PAVEMENT
EDGE
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 MDENNG LAYERS
® PROPOSED MINIMUM 1% INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5)
x MINIMUM 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 MD BE APPROVED BY THE ENGINEER.
2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT.
SUBSURFACE DRAINAGE OF THE EXISTING AN PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN.
3. A MINIMA 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 ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 X NICHES MO REPLACED WITH M ASRIALT SERFAGE COURSE TO MATCH THE
PROPOSED PAVEMENT WIDENING SURFACE COURSE,UNLESS WAVED BY HE ENGINEER.
5. THE ENGINEER MAY REQUIRE THE MILUNG DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CRCSS-SLOPE
AND 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 TIE-IN SHALL CONFORM TO THE REOUREMENTS OF SECTION 315 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS
AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRNGHTEDGE INXCOMMa WITH THE REQUIREMENTS OF SECTION 315 OF THE
SPECIFICATIONS.
SCOTT/R. Cb•LLIN'
Lic. No. 035791
?� 08/31/20
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XVDOT I
SPECIFICATION
ROAD AND BRIDGE STAN
DARDSASPHALT PAVEMENT WIDENING REFFRENGE
HEET 1 OF 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC
vs
303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION
NOTE: WHEN A PEDESTRIAN ACCESS ROUTE CG-n
- CROSSES A COMERCML ENTRANCE
I I THE CROSS SLOPE SHALL BE 2% FOR
A WIDTH OF 5 FEET.
3
A`l -STREET
GENERAL NOTES
(RADIUS TO BE AS c
APPROACH SAME SURFACING
I AS MAINLINE ROADWAY (ME NOTE 3)
SHOWN ON PLANS)
1. WHEN USED IN CONJUNCTION WITH STANDARD CG-3
_
(RADS TO BE AS
U
OR CG THE CURB FACE ON THIS STANDARD IS TO
_ _ _ _ _
SHOWN ON PLANS)
J`
BE AOJUfTEO TO MATCH THE MOUNTABLE CURB
CG-2 OR CG-6
CONFIGURATION.
2. SEE STANDARD CO-12 FOR CURB RAMP DESIGN TO BE
B 6 SIDEWALK
USED WITH THIS STANDARD.
SIDEWALK
(SEE
w
NOTE 5)
rc I OPTIONAL UNPAVED SPACE
,n FLOW LYE
y MARINE PAVEMENT SHALL BE CONSTRUCTED TO THE
-� +-----
R/W LIME (EXCEPT ANY SUBGRADE STABILIZATION
REWIRED FOR MAINLINE PAVEMENT WHICH CM BE
EXPANSION
EXPANSION
IN THE ENTRANCE.)
JOINT
I JOINT
A. 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.
_�jw
SHOWN ON TYPICAL SECTION. (A
PLAN VIEW
ENTRANCE NOTES
5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE
TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK
E
MANLINE ROADWfONLY
TRAFFIC, THE DEPTH FOR SIDEWALK k CURB RAPS
10'PARABOLIC CURVE (ENTRAN
WITHIN THE LIMIT OF THE RADIISHOULD BE
INCREASED TO 7".(SEE CG-13)
FACILITY THAT CAN BE APPROACHED, ENTERED AND EDGE OF PAVEMENT OR GRADEE CHARGE D
USED BY PEDESTRIANS. F ACCESS ROUTE IS ADJACENT OPTIONAL FLOW LINE ® - - - B. PLANS ME TO INDICATE WHEN CONSTRUCTION OF A FLOW
TO BACK OF CURB, MINIMUM WIDTH SHOULD BE 6'. SECTION F-F D (SEE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS
MARINE ROADWAY - - - - - - - - - - - - NOTE 71 THE ENTRANCE.
8% MAX. 0 7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES
1t E PEDESTRIAN ACCESS ROUTES ® ARE BEING jf_p11 GRADE CHANGE ® 0" ME LISTED N THE ALLOWABLE ENTRANCE GRADE
PROVIDED, A MINIMUM 4' TRAVERSFF�BLE WIDTH .III D TABLE. THERE VALUES ME NOT APPLICABLE TO STREET
5 REpUIRED WITH A MAX. 2Y. CROSS SLOPE. CONNECTIONS.
5.1 20' MINIIM FOR
. COMMERCIAL ENTRANCE INTERSECTION NOTES
a
WHEN USED IN CONJUNCTION WITH STNDARO ,'�. .'�, B. WHEN CC-IIIS USED FOR STREET CONNECTIONS. THE
CG-3 OR CG-7, THE CURB FACE ON THIS ' °• CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH
® CONSTRUCT GRADE CHARGES WITH A PMMOUC CURVE.
�UN,41 CURVE STMDMD IS TO BE ADJUSTED TO MATCH TIE M5HTO POLICY AND THE APPLICABLE REQUIREMENTS
NF M SPACE" MOUNTABLE CURB CONFIGURATION. oRS?ooq'oe SECTION A - A SOF THE VDOT IGHT DISTANCE AMC) KE VIALUE REO REWNTS. STOPPING
(ORMAL GUTTFR
® ------
---------- : x
SECTION E-E
• e.�
. p- • b% • �• • n. . e. • e. - e. e.
^
x x
�11X III CHANGE
'e4 v4 bARc6ggR9e 6Sli -io
CLASS A3 fH.E.S.)CONC.
.
a oRAve
0
6" AGGR. BASE TYPE I SIZE
21B
• n.
5.-0..
I
® POINT OF GRADE CHARGE
• ti. ' �- p•
12X MA%. SLOPE 5'-0'•
.
FOR CURB AND GUTTER ONLY NF
. e. e. • I:.
FOR SIDEWALK CUTRB AND GUTTER
x x 12 X MAXIMUM INCREASE IN SLOPE AT MINIMUM 10- INTERVALS
bq Ao ,?
BUILT CONCURRENTLY
•� A4o4 Kill
SECTION C-C
x x x 3 X MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND
B X MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 1D' INTERVALS
SECTION D-D
SPEQFICATION
`VDOT
REFERENCE
STANDARD
ENTRANCE GUTTER
Noon AND BRIDGE sTMDARDs
REVISION DATE
SHEET 1 OF 1
502
VIRGINIA DEPARTMENT OF TRMSPORTATON
07/15
203.02
9. OPTIONAL FLOWLIN MAY REWIRE WARPING OF A
+{ yP� PORTION OF CUTTER TTI PflOVDE POSITNE DRAINAGEyll-ryll ACROSB THE INTERSECTION.
2" B
ALLOWABLE ENTRANCE GRADE CHANGES
.. r -�
CLASS A7` .>. 's• -
CONCRETE °
SECTION C-C
ENTRANCE VOLUME
CRPDE CHARGE
"D"
DESIRABLE
MAXIMUM
HIGH
MORE THAN 1500 VPD
OX
3X
MEDIUM
5DO-1500 VPD
53%
8X
LOW
LESS THAN 5CC VPO
56X
BX
NOTE+ ALLOWMLE ENTRANCE GRADE TABLE IS NOT
APPLICABLE TO STREET CONNECTIONS
FICATI
ERENCON 1V�T
ERENGE METHOD OF TREATMENT
ROM AND BRIDGE STMDAR05
502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET I OF 1
VIRGINIA DEPARTMENT OF TRANSPORTATION 07115 J0� 04
N N N N N N
NCD
N N N N N
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a
JOB NO.
182152
SCALES
111-8Q1
SHEET NO.
9
SEWER SERVICE LATERAL CONNECTION NOTES:
I. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE
AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS
INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE
LATERAL PIPE SHALL BE AT LEAST 0.2- HIGHER THAN THE
TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED
TO THE MANHOLE.
2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL
BE CONNECTED USING A PIPE SADDLE.
3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2%
Q
(1/4" PER FOOT)
4- ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
2' MIN
DIAMETER OF 4".
5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
OF 3 FEET.
LT
TREATED
FINISHED GROUND
2 X 4
MARKER
PLUG END OF -
MAIN UNE-T I SECTION SERVICE LATERAL
_,rIN LINE WYE-TEE
PLAN
VARIES
R
SEWER SERVICE LATERAL CONNECTION
N.T.S.
FIG. S-2
TD-33
1' COMPRESSION X J/4' TIME PIPE COI$UNG
OR APPROVED EQUK
CONCRETE ENCASEMENT
MAT CT ASR 1
DOT NO 1
HE BEDDING
NOT TO SCALE
LENGTH (VARIES)
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL
1
INITIAL BACKFlLL
BEDDING
3 STONE
* STABLE SOIL ROCK
* SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL
STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND
THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF
#68 STONE.
FOUNDATION IN POOR SOIL UNDER -CUT CONDITION
MATCH EXISTING PROFILE /� i m 'D
EXCEPT WHERE SLOPE OF f-'MAX.
BANK EXCEEDS 1 TO 1
`\ A // MN
{ / UNSTABLE B" 4 e' INITIAL BACKFlLL 4 I T
SOIL M7. MIN. MIN MIN SECTION 1-1
- #68 STONE
\�GRANULAR FILL AS
APPROVED BY AC
••3.0' MIN. .. ... --rt•:.j{.''l �T..
�SA
S CK� STABLE SOIL OR ROCK'
. •; 5:", :}:'••: :.. ....:-:' :%Lt-•:::. NOTE
UNDISNRBED I 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES.
MATERIAL A 2, NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED
ABOVE THE INITIAL BACKFlLL.
ELEVATION 3.THE INITIAL BACKFlLL SHALL BE PLACED AND COMPACTED IN 6" LIFTS.
4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED
NOTES 1. WHERE LESS THAN 3' OF COVER IS AVAILABLE BELOW STREAMED. CONCRETE ENCASEMENT IN THE TRENCH.
WALL BE REWIRED.
2 WHEN BEDROCK IS ENCOUNTERED AND 5 BELL HO
L
- WIDEN TRENC
ADCOMMODAI
ANCHOR IF
REWIRED.
BEDDING AS
REQUIRED
SECTION 2-2
ASRA ME AM HER NUT
ASTM A5S8 (TYR)
UNDISTURBED EARTH UNDISTURBED
2 - 3/4" DM SOIL (TYP)
ALL -THREAD ROD
WATER MAIN
UI
® wo
VALVE -f DER
24"MIN
UNDISTURBED WITH PLAN
,'I �CIA55 A-3 CONCRETE
ELAN
UNDISTURBED
SEGI48
NOTE:
1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY.
Di
2CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISIURBEO SOIL FOR THE MINIMUM
ION SHOWN.
3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM[. IF THE TRENCH WIDTH IS
COVER EWALS OR EXCEEDS Y. THE TRENCH SHALL LES SHALL BE DUG OUT IN ALL CASE$, LARGER OUTING CONSTRUCTION, THE COLLAR DINENSK)N6 SHAMINCREASE ACCORDINGLY,
BE BACKFILLED WITH COMPACTED 21A STONE AND TOPPED WITH 18" OF V00T CLASS 1 RIPRAP. 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE CHANGES DIRECTION, CHANGES
SIZE, DEAD ENDS AND AT VALVES.
SEWER DUCTILE IRON WATER 2. USE 250D P.S.I. CONCRETE,
TYPICAL STREAM CROSSING 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. CROSS ANCHOR RESTRAINTS FOR VALVES
4. THE CONSULTING ENGINEER SHALL DE RESPONSIBLE TO THE VERIFY THE TYPE &SIZE OF
PIPE INSTALLATION & BEDDING ALL THRUST BLOCKS. Has
N.T.S
FIG. S-7 NTs CONCRETE THRUST BLOCKS BD. W-3C
TO-36 FIG. W-2 FlC14 w 3
TD-2 TD-3 TO-6
FORU USE ON WETTERY CHEO FAMILY
RANUEGOAL
MRA
ERERAu R
DR ORAL RE9oExnaL
71
ON So
Aro IktlWTIR shunts.
f^W^n• TEE
NOTE:
w sxuTm Rmxos
a'
DUAL SERVICE
f WNPFE590N x 3/4• MAZE PIPE COUPUNG
OR APPROVIO EWAL
^ Tn£ of
STIFF COPPER
O
FOR USE ON DETACr1FD S I FAMILY
RFSppRIAL SLANCE WEAE AN INITIATION
METER IS NOT PRpIIDE➢.
SINGLE SERVICE
NOTED.
1) SADDLE SHALL BE USED ON PVC PIPE,
1-CAST
xaN NO
1TN9
FW91m GRADE
1/8 BEND CO UPIUMAI a
METER
CpiPtlIATON $fiW
•'` yam+ Upt�}%1 BMW AS
'M1
f!.2i,•I wh
�, ' NECESBMY
SAND OR OUST UNDER
WN AND 9ETIER (3-{NCH
!1�, 15,,.',a ft?' � MI D STORE PO RPE T2'
16 6: Y5'FA� LONG . OMIT
MNNIWI lNIIX1E5f)
IL WE ME
'R"f.'ti�Ss,".•FTn�4n_vio +Dl •."'�,iA SPEC. m3, NO. 5/ AWREWIE
TYPICAL SERVICE
LATERAL INSTALLATION
(5/8"
& 1" METERS)
NTS
FIG. III
ro-10
EMBEDMENT B"MIN
SPRING LANE O
OF PIPE
NO. 68 STONE - -
REMAINING BACKFlLL SHALL
NOT CONTAIN ROCK MATERIAL
LARGER THAN 5" IN ANY
DIMENSION
-INTIAL BACKFlLL*
(6" LIFTS)
* THOROUGHLY COMPACTED
BY HAND OR APPROVED
MECHANICAL TAMPER
-HAUNCHING
-BEDDING 6" max
4" min
-FOUNDATION (SHALL BE
REQUIRED WHEN SOIL
a,gONDIIIONS ARE UNSTABLE
NOTE
1.01PEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE
BACKFILLED ENTIRELY WITH NO. 21A STONE.
2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED
AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68
STONE SHALL BE PROVIDED'
3.WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6"
BEDDING OF NO. 68 STONE -
TYPICAL SEWER PIPE
INSTALLATION IN TRENCH
NTS
FIG. S-3
TD-34
6' Tl°
PIPE(/SLOT
(2 PLACES)
PIPE
DEGREE
BEND DIMENSIONS
VOL.
TEE AND PLUGS
VOL.
SIZE
OF
(FEE
CU.YD.
(
W.YD.
BEND
L
H
T
L
H
T
90
2.50
2.50
3.01
0.24
4" & 6"
96
221/2
200
7.50
2.25
2.00
260
252
0.15
0.10
2.00
2.25
2.50
D.75
IT 1/4
1.5C
200
2.50
0.10
90
3.68
3.1E
3.21
0.48
8
45
22 1/2
2.66
1.6E
268
218
US
277
269
0.26
0.13
3.16
2.91
2.66
0.32
11 1/4
1.6E
287
0.13
90
4.83
3.63
3.42
0.83
10" & 12"
45
3.33
3.SB
295
0.43
3.83
4.00
2.83
0.52
22 1/2
2.33
2.58
286
0.24
11 1/4
1.83
2.33
2.84
0.18
COVER LIFT NOTCH
14 1/2"
1
12 1/2" 2 3/8"
WATER
CAST IRON LID
.. 18" METER BOX
N1ry Try
tiry tiN 1
. ... 6" EXTII4SION
NOTES:
(1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE UD FOR TOUCH READ METERS.
TYPICAL METER BOXES
(5/8'A-115 METERS)
NTS
FIG. W-7
4" DIAMETER BRANCH
AND VALVE -
VARIES
BOX
PLUG
PLACE 5' GALVANIZED " WITNESS " POST WITH
CAPPED ENDS PAINTED BLUE IN REMOTE AREAS
NOTE: HYDRANT MUST BE ? AS DIRECTED. MARKER LOCATION MAY BE SUBJECT
EQUIPPED WITH CHARLOTTES- g TO HIGHWAY DEPARTMENT APPROVAL.
VILLE THREADS WHICH IS
THE LOCAL STANDARD.
1 FINISHED GRADE
LENGTH OF BRANCH VARIES
6' MIN 2' TO IV
(2701
1B"-22"
7 CU.. T. ALVE BOX I I ///--- ADJUSTABLE TRAFFIC RATED
#58 STONE - u !-1 VALVE BDX W/ LI➢
_ -.. TEE
2500 F.B.I. CONCRETE a
BASE AND THRUST',`-f".T, �L .(
BLOCK AGAINST £ \\VIE
UNDISTURBED STABLE '
SOIL. STEEL PILE '�TI
WHEN THE SOIL IS DISTURBED OR EN
RESTRAINED JOINT FlTTINCB
A HYDRANT IS LOCATED IN A FILL, IN ADD[DON
TO POURING CONCRETE, A STEEL PILE SHALL
BE USED AS ADDITIONAL SUPPORT.
NOTE
1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE.
2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT
( INCLUDING DITCHES )
3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND
VALVE BOX.
4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH.
IT IS NOT ALLOWED IN THE DITCH.
5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP
HOLES ARE ABOV
E THE PREVAILING GROUNDWATER ELEVATION. IF
REQUIRED TO BE RJ WE AREAS, THE WEEP HOLES SHALL BE
PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY.
TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
N.T.S,
FIG. W-4
TD-8
FRAME & COVER
(SEE FIG. S-1-D,E)
SLOPED AREA
STREET SURFACE OR
NON -PAVED AREA
t„ K AR•
1'-0" MAX
M.J. GATE VALVE
Lic. No. 035791
08/31/20
WATER LINE
' b
"
2500 P.S.I.
!n
(n
CONCRETE B a 2'x 2' BEARING AREA.
Z
Z {
THRUST BLOCK '; G
w
w =
^'
Z
O
Q
�
2
e v
O
U
m
H
Z)
�
U
�
U
NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE.
LA
w
p
J
[
ac
v,
z
Q
w
w
o
F-
T1
T1
TYPICAL GATE VALVE
in
z
w
L
w
NTS
FIG. W-5
W
W
W `
Y
Y
ro 9
3000 PSI CONC. BASE
BENCH SLOPED TO FLOW
CHANNEL 1/4" : 1' MIN
WATER MAIN-J FITTINGS
RUBBER COATED STEEL I
RESTRAINED JOINT
STEPS CAST IN PLACE 3'-O" MIN
1CD
CD
CD
N
PRECAST REINFORCED L
r
ON-LINE
CONCRETE SECTIONS 12" MIN
NOW RING SEALS < 16" MAX
t BRA ANCH
F
N
N
N
N
N
CD
N
o
N
0
0
W,
(TYPE B")
T
12"
¢
�
MINIMUM ELEVATION }
DIFFERENCE ACROSS M.H. 5" 4'-0"
) 7
/ / ) -
p
M
-+
00
N
ITT!
M
FROM INLET TO OUTLET
L /
ITT
`�'
M
M
`i
00
VARIES THREADED COUPLING
SHALL BE 0.20 FEET.
CONCRETE VARIES
4- 2"
BRASS NIPPLE AND PVC
PVC SLEEVE
DEPTH .OF FLOW FILLETS
CHANNEL TO BE
'�
TE ALL THREADS
THRUST BLOCK BLOCK4VARIES*VARIES2'
3/4 DIAMETER OF
CONTRIBUTING --
-
SEWER. TT° A 4^. 12"
X (SEE FIG. W-7)
A FILLETED INVERT FOR A SMOO '•4,
NOTE:
VALVE 0
TRANSITION OF FLOW BETWEEN
FLEXIBLE CONNECTION
0
NO. 57 STONE
INLET & OUTLET PIPE SHALL BE
PROVIDED. MIN. 6" BEDDING
WITH STAINLESS STEEL ALL CONNECTIONS TO
BAND EXISTING MANHOLES SHALL
Z Fir -
M.J. FITTING
IN-
2" PIPE SLOPED
NOTE : W/ NO. 68 STONE
w BE CORED AND A FLEXIBLE
"
M
TO DRAIN IF
ADE ALLOWS
1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE
r CONNECTION BOOT
INSTALLED
E
SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS.
o
2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE
TER MAIN AND VALVE 2" THREADED TAP
EXTENDED OR NON -EXTENDED BASES.
3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED
N
ARE SAME SIZE PLUG
INSIDE AND OUT.
TYPICAL MANHOLE PLAN
0!
I-WW
DEAD END
"A")
TYPICAL MANHOLE SECTION
SHOWING BRANCH TIE - IN
N
J
(TYPE
SHOWING BRANCH TIE-IN
-.1
W O
TYPICAL BLOW -OFF ASSEMBLY
N.T.S
NTS
O�
IWWWWWWWW
FIG. S-I-A
FIG. S-I-B
N
CV
ZD
HIS
TD-25
FIG. W-e
TD-13 TD-19 TD-27 / „
i6
1 eW-G
CUr +m m CYI PAT l HI i <lYP'L'41 }L IlYre FF PAY FOREIIIII I 1
f"•vtML4f BEGIN I R,E re WrILT RPL LL.I Q
bf I.
L•C FYETIN le• PA 6� Tm Y N E'
WEEEBNN SNML E CEN7EMD YRDER OW® MY WITEL LL �) ,yE TCE m FLL J
EORVIEW MONTANE F/TalEN �9 ON 1" (25mm) DIA HOLES
PAVID SNLUl1ER {y WxMxATNl1, V[f.0]R/ll'x 1rTRPlI ,• SND.x1Li USE 1
TEOTEXT3E RFEWE CASH, -o w � [ TOME m PAravlr ON 32 3//4" (B34mm) OVS J
RFRIP o ON COMBINATION UNDERDRAIN CDA AT LOWER END OF CUTB BOLT CIkCLE. 2" (57mm) LETTERS
I.MlCENTER LINE SECTION ..EL I.wES vs / 1. w• TMVEL LNEe 0 INAFFIN
(RECESSED FLUSH) \\
LAIN MR 1MEET .1.1 COMBINATION UIDERORAIN CD-2 ON FILLS
0 �_ 1" / O
rERr -LP .. • •.•. s.alau - •-(--�j e• CEMER LINE SECTION
-DNttR R£ '_ _ - +:'4 Off. TEPE 1... M 1.1 I f t mQ Df PAvilfll1 � [25mm] U)
SEE WASTE I •v wrz. Le sLew+DE STOUT PPE TRENCH PLACEMENT A Par"T 1 wE ro MIDLLnEI uxE
z-r r-e•• WE NOTE f - swuom Lv TRAM 'IN 4s• TRENCH PLACEMENT
anss A Ti ON
w sT EOEOATF. rs -PPE r PAYEEErR AEFAXE • RASE TE a aL Prx ,E E Fu �\ 1 R (2) CLOSED
vNerWt RWAIm REIXkEExr. ".Ol ANN I R cRuswD 5.M/eE / C I" �r PICKHOLES
IEODE 6 PAVED ENLUEER, . . EA N.
~_ ITWCA,-PHWWWWH SURFACE L BASE / LYIe m PAY FM f� _
QMAIION ARE, N. EHr. _ �O -SELECT wIfRIM IYPCItlI• tg-y,ASE Wr1ET R£
PAVED SHOULDER SECTION CURB AND GUTTER SECTION " n vc�r�if. •e AFTER PLAN EwSHPD 1 1/2.-
REEN+s FSL1Ecr uAIRN rWSIRE PLAN VIEW SHOWING PLACEMENT OF NAN_ [3Bmm] O LL I
EDIExuE ORNxKE FAenC PLAN VIEW
I Tu' PLACEMENT OF CD-, COMBINATION UNDERDRNN)
OR
TIC: Ev WEaEEAIE Ea NwAEwTE ce cnslED CD-2 UIUERDRNN
MAAS MF E Ee R oA ox REQUARE IE}s.
DceORKI Imo' NON -PERFORATED OUTLET PIPE
OR FHL
TYPE 0' FINE M- 0F.
PAVFLgr AtE i BASE
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• NW, q
SIRAE OR LF1R:N1 51MYR0 5119BASE
SYOO� PK .p3 0.16E
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PIPETS PEEfMAr6C WNIKC}°"IG"i WIFE Is PEISabArm
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RANADi GENERAL NOTES
i-PAVECAr W. i ..a MADDER Wru FL m Ps kkM TO PA xkk
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OR LEE STIH13D1
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F.D.
GENERAL NOTES
rvI vEwRAIm
OUTLET N£ MITI
t NIxO, EED .11. AOO,ECAR .COD T ATI HAND TAPED To
�91E LVpK.L BE FU
v MI SHALL E FILLED WIN ANTIEDAR NO TMLWILY HR0 INRED To
SrldmIRE "�- •••-•• -• •--•- •••-•. -. / WILEi RPE 46• 6WW CS Cs Ca Ram..
v / cc,WECTFN NON -PERFORATED OUTLET PIPE 3. OUTLET FINE DOMLL I IONN AT HE EDGE THETFAIELE EL LANE vWvEWNEAAT AND
BE _AEAO ON A WHITE 0 z 2. O TUO PPF S1A,E EEmH AT n( EC4E ON THE TRAVEL ENE PMEExT NO
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N KCOIRTI w11X KFlILMLE SrMOMD OR sF£dL Dim2N4. fMR(mpN GE6WB- NI
THE INVERT SVPNS AS CCTMLm IEREW 6 TO CLM6r m A B 5 Spn4. E. ..1.. A"EIN 15 VJL56[ To oMRA5L PNOYO[
PtlIRN10 CdENT CWCRETE YID HERORYINO TO CLA95 Al A rG: WTIEi OUTLETS FEW IM[IENATS. IIEV ARE TO BE LOCATED SO AS TO CAI•/. AT. LRY WE E I. E DW MN KUM SEmNIM, X,f1E R S EPO TO OTHERWISE FROVCf
IX,� C1 EXCEPT THAT 25X OF CONY A90MWTE MAY E / PRE TO -3
i N R "NEIOE ORI£19 Pm1 UO TEY NE r0 E LMAIED $O A5 TO DRAW MO DROP
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6ROxFH CWC121F OR SPOKENHMS ME H EON. OT N TIM ,,. 5. R SUPEMIIIIA D IEC IEXP, 5 10 E WATER EMIM PAVEMENT AREA
SVLL eE LEFT ROUSER sr YENIs CF xNO rWNELLEO. xEE - 1pl�, i EDAR BM1SF uArERVL TM£ 2
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METALS R INVEST 91IPHC AS SHOWN XEER NE FOR ERNIRE �_ _ • • S RATE EI£VATION AT OUTWT END R MILLETWIFETO BE MMl4 OF I' m A®YE
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INION LY TO NSrI THE PMTRLLM KE! MC GIBLET OUTLET PPE CRECKNS ICLtlR. MKS,ETLIww PA [Ate iR WILEr PpE MC 10 mal N.A. E WETS P STAN. Eal R SrNlC1VE.
LOIiAAiArKW WO FLOW LINES HE SCALE N WALL INEXEss ,w, - ... T' eC m TMC sYE CNRWNO sTRLKTx AT r,E oVTLFT PPE. PLAI'rEMEN7 OF CD-2 (RDERDRNN AT A. AL L'O FECTRry6 u:LE'/b, WrF6 Frcl MII,EI PAY IYIE vR OYRfr NINE NC To
SECTION B-B KW W TEsrtD Kccenw rE ARTu D T.v A• Ex OEIITelw BR�GE APPROACH SLABS N R THEE SANE RIe»w sREADTM a IN aTTLET PEE,
PLAN a HE TO N soAUY mNeeaD TD LA-vR DEER DRAnL.Ax
METHOD OF TREATMENT IN MANHOLES T. �T� TO E:EIar mErECEO To n-ER TITTER RARAE
�°OT STANDARD PAVEMENT EDGEDRAIN PENT Iw
V['CST SNOEME rxVI REFFREHLE 9[RILATMI
W Q D REF BT STANDARD METHOD OF SHAPING PEEEREHE N.A. D EWE 9 AN&5 , STANDARD COMBINATION UNDERDRAIN :u ` E (AT GRADE SAGS AND BRIDGE APPROACHES)
Am I RT E.SEx wE STANDARD COMBINATION UNDERDRAIN
MANHOLE & INLET INVERTS wR mE[T + m 3 E"Iewx DAM NO Er 6.m (AT LOWER END OF CUTS) ew �,
w.a VIRDEA oFPM11EM R TRANSPORT w6A6 vRECA EPMIEm R rRMIWKrATe]N FOl N.a vWOIA CdMT1En R TPn.--.-.-i-4 TTI .1 vEYCA EPWLIIdr E rRMWRETEI N„„
ACSA GENERAL WATER & SEWER CONDITIONS (JUNE 27, 2019)
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 ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES
FOR THE PURPOSE OF IMAGERY COLLECTION.
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.
THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY.
4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA.
5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001).
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
FIRE HYDRANT LINES SERVICE LATERALS AND WATER LINES ETC.
8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE.
10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
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
SAFE DRINKING WATER ACT).
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
COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION
SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.
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
COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.
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
WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.
15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA.
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1. ALL MANHOUI W11W 1W VEIL F.DODPLUN OR LOCATED N AREAS SUBJECT TO FT9 WO OMLL HATE WATER MITT FRAME k COVER (Z) NUT HN J.111 S/9-11 IN
2 ALTERNATIVE DESIGN FOR WATERTIGHT W INS AM BE CONSIDERED, PART W"Ins
3. COVENS 9ALL BE FIXED TO FRAMES WIN LOOKING MOB OR SNIWJL ASSEMBLY.
TYPICAL WATERTIGHT ,g35R LDG RII clauses,a
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MANHOLE FRAME & COVER LOCK LUG ASSEMBLY
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u
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JOB NO.
182152
SCALE
N/A
SHEET NO.
10
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
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+
m
w
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°+°
�
w
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PVI ELEV: 545
4
INC:
K: z.5o
10.00
�
w
N
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
�
w
LVC: 137.5o
LOW
T ELEV: 543�39
K: 6.00
�
560
-
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>
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m s
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LVC: 08.00
560
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m
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555
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PROPOSED
PVI ELEV:54
34
&PLUG
K: z.5o
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PROPOSED
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(TYP.)
LVC: 10.0
PROPOSED
FIRE HYDRANT
OW PT. STA: 1
+34�74
/
550
ASSEMBLY
WITH 8"x6"TEE
�5
LOW PT ELEV:
4339
550
PROPOSED
VDOT
STD. CD-1
PROPOSED 8" SANITARY
ry �
m
SEWERiROSSING
aw
�
..
�
FUTURE
ROAD GRADE
PROPOSED 8"x8" TEE
>
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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.
5z DI WATERLINE
,
PROPOSED VDOT
PROPOSED
VDOT
STD. CD-z
STD.
CD-2
540
a
z.00%
-z.00%
PROPOSED TYPE
BLOW -OFF ASSEMBLY
A
540
1oA
1
0 � 5
ROPOSED
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V
V
z7
vwi
uwi 5�z'
535
w
PROPOSED
FIRE HYDRANTASSEMBLY
WITH 8"x6IT
TEE
w w
535
z
zF
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PROPOSED
8"x8"CROSS &
(4) - 8" G.V.
o w
PROPOSED 8"
SANITARY
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w
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�
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TH OF
PVI SCOTT R. LLINS'Z
C) Lic. No. 035791 �
�� 08/31/20
575 575 oSSroxaL E�Gt VI
PR 6.
PROPOSED 8" 45° 8"
MARSAC STREET W
H z
z w
PROPOSED f z
S OV OV w
''/w�
V/ w w z z oU
Z z z
o a f f g z
(STING RWSA 111 O O O r =o
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(n co ? a a w o _j
1z"x8" T.S.&V. �"'♦
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LINE CONNECTION o w w m V a
SHEET `� o Ln z a a ,�� m
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li w W o
a w w
Ln VI Ln a N
w uj
w
cn w
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13+50 14+00 14+50 15+00 w
WOODBURN RD WATERLINE CONNECTIONIt
Ln VI Ln VI WI
O O O O O O
PVI STA: 16+o9.50 �" Co N Co N N N
57p PVI ELEV: 9+75 10+00 10+50 11+00 11+50 1z+00 1z+50 13+00 13+5o 14+00 14+50 15+00 15+5o 16+oo 16+5o 17+00 a C C o co
a r M m to N M
M l l 0\0
NT SWEDE STREET
TEE
PVI STA: 1z+oo.00
PVI ELEV: 566.1z
K: 1z.z6 L9
Ln 575 LVC: 50.00 575
Ln z
Q
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■ 0
N
Lu M
H�
SANITARY SEWER 01
J
AL CROSSING NCB F I
Cy)
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N
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J LL
PROPOSED V J Q O
PROPOSE O
&( w 0-
w
o J z
JQJ
z_
Q
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U
Lu Y '
LL C'6
9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 U) O
MARSAC STREET w OJ o
L
C7 /
Ln
Lu J o
TIE-INLu
STA. NOTE: ALL ROADWAY EMBANKMENT MATERIAL Q
SHALL CONSIST OF SOIL AND BE PLACED INmmi Q C
VERTICAL GRAPHIC SCALE SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 G
INCHES IN THICKNESS BEFORE COMPACTION OVER Se,.�/
e 0 2.5 a 10 20 THE ENTIRE ROADBED AREA IN ACCORDANCE WITH p cl.
PROP VDOT zoo? ROAD AND BRIDGE SPECIFICATION 303.04 CNI
( IN FEET) NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN coW
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 F
HORIZONTAL GRAPHIC SCALE RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND o w
s0 0 ze s° io0 zoo
BRIDGE SPECIFICATIONS, SECTION 302.03G. a m
JOB NO.
NOTES: 182152
( IN FEET) 1. ALL FILL TO BE PLACED AT 95%COMPACTION. SCALE
WI £ 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+5o 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50
PROPOSED
��3S
WATERLINE
P-Q)
NOTE: SEE
WATERLINE
CONNECTION
NOTES
OPOSED
GRADE
(TYP.)
ON SHEET
57p
57p
EXISTING GRADE
(TYP.)
BEND TO
g+88,
LV
: 100.0o
PROPOSED
FIRE
HYDRA
�
n,
ASSEMBLY
WITH
8"x6"
01N�+�565
70,�
w
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
�
�
w
o
�
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o
11.2
'a-
m
'^
�
�
�
/
17
VI STA: 11+77.
o
�
>
00
o
~
�^
V
>
"�
PROPOSED
8" CL. 5z DI
WATERLINE
555
PVI ELEV: 5zz.
1
>
�
�
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
�
z
/
3.5' MIN.
34A
55p
m
�
w
PROPOSED
VDOT
STD. CD-1
�
m
w
�
/
�
Z
O
545
N
�
w
545
EXISTING
GRADE (TYP.)
I
�
�3
"�
�
3oA
54p
�
54p
PROPOSED
"CPRO
8"x8" CROSS
`"
& (4)
- 8" G.V.
/
1.3'
535
�
8"x6" REDUCER
535
0
9
�
PROPOSED
GRADE
(TYP.)
w
6
°�
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
�
L4A
5zo
v,
5zo
PROPOSED
6" 90° BEND
TO
DOT
D
PVI
TA:1o+15.00
$
�
°o
�
PVI
ELEV: 558�74
�
�
N
w
K: z.5o
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
�
>
�
>
57o
LOW
T ELEV: 558�79
LVC:
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.i
.�+
/
SERVICE
LATER
�
.°,
EXISTING
GRADE (TYP.
565
�
°>°
� `>" �
m
�
565
.5' MI
m
w m
pROPOSED
8"x8"TEE
w
& (z) - 8" G.V.
6.08/o
°
PROPOSED
8" 45°BEND
/
1 z' �.
TO
WOODBURN ROAD
56p
z00%
WATERLINE
CONNECTION
560
'Oo
PROPOSED 8" SANITARY
STD.
CD-z
PROPOSED
VDOT
1g
SEWER CROSSING
8"x8" TEE
STD.
CD-1
z) - 8" G.V.
3.1'
555
530
NOTE: CONTRACTOR SHALL TEST DIG THE EXISTING RWSA 1z" CIP
WATERLINE TO CONFIRM DEPTH PRIOR TO INSTALLING SANITARY
SEWER MAIN TO ENSURE ADEQUATE SEPARATION IS ACHIEVED.]
MH-5
MH-6
STA:io+85.8o
RIM:5z4.0o
INV IN. 5o6.37 FROM MH-7
INV OUT. 5o6.17TO MH-5 530
RIM:526.00
MH-7
INV IN. 505.78 FROM MH-6
STA:i1+63.66
INV OUT. 505.58 TO MH-4
RIM:523-75
MH-36
INV IN- FROI
525
STA:6+o9.97
RI M:51z.7o
\
INV OUT. o6 8o
5
I
INV IN. 502.90 FROM MH-4
/
INV OUT. 502.7o TO MH-3A
EXISTING RWSA
12" CIP
WATERLINE CROSSING
\
S20
M H-3A
STA:5+70.90
520
RIM:5o9.8o
MH-4
/
TEST PIT
-PROPOSED
GRAC
INV IN. 502.00 FROM MH-3B
STA:8+17.93
/INV
ELEv.=7.8'
INV OUT. 501.8o TO MH-3
RIM:512.42
IN. 504.35 FROM MH-5
/
5�5
INV OUT. 504.15 TO MH-3B
NOTE:
CONTRACTOR
SHALL TEST
DIG
THE EXISTING
RWSA
30"
DIP
5�5
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
-
_ _ /
WATERLINE
Cl
- _
INV IN. 5oo.6o FROM MH-3A
f
INV OUT. 500.4o TO MH-z /
510
5io
EXISTING
RWSA 12"
CIP
3-0'
WATERLINE
CROSSING
6o" MH WITI
INTERNAL
/
SOS
3.3'
g"
DIP
SOS
EXISTING
GRADE (TYP.)
8" DIP
62.76 LF Qa o.62%
197.12
LF t7a o.6z%
8"
SDR-26 PVC
/
203.89
LF Lla o.610
DIP
/
73.85 LF
73
Qa o.58%
500
500
BORE & JACj
PER ACSA STANDARDS
45 LF
OF 24"
/
STEEL CASING
PIPE (0.50" MIN
WALL THICKNESS)
/
NOTE: CONTRACTOR SHALL
TEST DIG THE
EXISTING RWSA
1z" CIP
W/ 8" RESTRAINED
JOINT
D.I. CARRIER
PIPE.
WATERLINE TO CONFIRM
DEPTH PRIOR TO
INSTALLING
SANITARY
SEWER MAIN TO ENSURE
ADEQUATE SEPARATION
IS ACHIEVED.
495
495
/
8" SDR-26
PVC
8" SDR-26
PVC
19-54
LF Qa 6.140A
35-07 LF dal
z.00%
EX MH-HRVSTMN-1-1
STA:o+oo.00
RIM:48z.71
MHz
490
INV IN. 477.o1 FROM MH-1
EX. INV OUT. 476.81
STA:z+16.99
RIM:48z.83
490
INV IN. 478.62 FROM MH-3 (z)
MH-1
INV OUT. 478.4z TO MH-1
8"SDR-z6 PVC
STA:o+69.12
326.37 LF Qa 6.67%
RIM:48z-75
485
INV IN. 477.62 FROM MH-z
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 Qa 0.63%
475
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M H-7 - EX M H-H RVSTM N-1-1
7+50 8+oo 8+50 9+00 9+50 10+00 10+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.
z. 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).
k7
SCOTT/R. CiNLLINS'Z
Lic. No. 035791
A 10/9/20 ,Di
A MH-8 I ONAL
) MH-6
iE (TYP.)
A 3o" DIP
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1. ALL FILL TO BE PLACED AT 95%COMPACTION.
z. 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.
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182152
SCALE
111=5Q,
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
MH-1i V \
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
MH-23
EXISTING GRADE (TYP.
MH-22
STA:8+o5.21
MH-21
STA:6+94.67
RIM:569.67
M H-zo
STA:6+44.07
RIM:567.66
INV IN. 562.45 FROM MH-24
STA:4+72.47
RIM:567.39
INV IN. 561.2o FROM MH-23
INV OUT. 562.25 TO MH-22
RIM:56o.25
INV IN. 55937 FROM MH-22
INV OUT. 561.00 TO MH-21
INV IN. 549-53 FROM MH-21
INV OUT. 559.i7 TO MH-20
/
/
INV OUT. 54933 TO MH-ig
1
��4
PROPOSED 8" DI
MH-ig
_
;;�
WATERLINE CROSSI
STA:3+79.01 /
PROPOSED 8" DI
RIM:559.67
WATERLINE CROSSING
1.8
INV IN. 548.7o FROM MH-zo
INV OUT. 548.5o TO MH-18 /
2.3
8"
SDR-26 PVC
MH-18
STA:2+86.34
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LF 0.81°�
/
8"
RIM:555.13
106.55 LF @ 0.99%
INV IN. 547.2o FROM MH-19 PROPOSED
GRADE (TYP.
INV OUT. 547.00 TO MH-17
PROPOSED 8" DI
8" SDR-26 PVC
MH-17 WATERLINE CROSSING
46.5g LF @a 3.50%
STA:1+62.33
RIM:546.76
INV IN. 539.2o FROM MH-18
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INV OUT. 539-Oo TO MH-16
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565
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1 545
1 540
MH-8
STA:1+oo.45
/ RIM:533.00
INV IN. 529.78 FROM MH-g
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MH-7
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525
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17.45 LF @ 0.520A
575
M H-24
STA:9+29.53
RIM:571.17
INV OUT. 563.42 TO MH-23
570
565
56o
555
550
545
540
NOTES:
1. ALL FILL TO BE PLACED AT 95%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 2.5 5 10
( 1N FEET )
1 inch = 5 ft.
HORIZONTAL GRAPHIC SCALE
( 1N FEET )
1 inch = 50 ft.
I I
MH-i5
STA:8+19.32
MH-14 RIM:563.50
STA:7+09.65 INV OUT. 557-75 TO MH-14
RIM:559-58
FROM MH-15 /
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INV OUT.
553-oo TO MH-13 /
MH-13
/
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INV IN. 548.2o FROM MH-14
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C
526.45
INV OUT. TO MH-10
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MH-10
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SC07 R. LLINSZ
Lic. No. 035791 .t�-
pPA
10/9/20��
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SCALE
111=50�
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: 534 ooTOlo
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545
INV IN: 535.So TO 26
INV OUT: 529.67 TO 6
15"
RCP
5430
LF @a 5.52%
540
1
1
1 540
PROPOSED
8" DI
1 5
1.4
15" RCP
WATERLINE
CROSSING
46.o1 LF @a 3.26%
PROPOSED
8" S NITARY
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
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530
570
565
56o
555
550
545
540
535
530
525
D VDOT STD.
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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 ioB
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: oTO26
0
N
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m m
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0 0
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STR:18 VDOT STD. DI-3B (L-12') > � 570
STR:16 VDOT STD. DI-3B (L=6') TP=56633 n'� 0
INV IN: 559.3 zo d v 0>
TP=559 83 INV IN: 562.83 TO ROOFll v~i H z
INV IN: 552.77 TO 22 INV OUT: 559-25 TO 16
INV IN: 552.77TO18 ,
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') WATERLINE CROSSING
TP=556.84
INV INAB6
549.75 TO 16
333 TO ROOFS 560
T: 54633 TO 12
l.o'
STR:12 VDI-3B (L=6')
TP=548.z8/
INV IN: 54zPROPOSED 8" DIRCP°INV IN: 54iWATERLINE CROSSING 30.23 LF Qa 1.06/0INV IN: 543OF4 RCQ y9 555
INV OUT:5o y,� / i512y F�6
/
/
� 5355
INV OUT: 529.67
TO 6
00
STR:6VDOT
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'
000
8`F�y89%
yyo•5
STR:4 VDOT STD. DI-3B (L-8')
TP=527.58
INV IN: 522.25 TO 6
INV IN: 5zo.z7 TO 4B
INV OUT: 520.17 TO 2
CONTRACTOR SHALL INSTALL
%"THICK STEEL PLATE AT THE
BOTTOM OF THE STRUCTURE
718"
A
RCP
STR:2 VDOT STD. MH
54.69 LF Qa 2.14%
INV IN: 529..2T4 �
5
I
lo' SHALL INSTALL
THETHICK STEEL PLATE AT
INV OUT: 519.
BOTTOM OF THE STRUCTURE
PROPOSED 8' SANITARY
SEWER CROSSING
\ �
1
24" RCP
62.15 LF Qa 1.75%
L
CONTRACTOR
SHALL INSTALL A
z"
BOTTOM
THICK STEEL PLATE AT THE
OF THE STRUCTURE
3�a1 o" RCP
30' RC ° 91.33 LF 0.71%
65.70 LF Qa o.64/0
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76.74
LF Qa 1.63%
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O
0 00
TP=559-83
Ln
O O o
~p
Ln F- 0
INV IN: 55z.77TO 22
r
N °
p o v
INV IN: 2. TO 18
55 77
O -? ~
0 N ko m �-
> oo n ..
INV IN: 55633 TO ROOF6
>
O1
Ln
INV OUT: 552.67TO14
n
�z zp
11 �>
H a>>>
UCL zz
,n�-zzz
560 I I 56o
PROPOSED 8" DI
WATERLINE CROSSING F _,jPROPOSED GRADE (TYP
555 555
550
i5' RCP
28.73 LF Qa o.8o%
15" RCP
3.4' 55.27 LF @a 1.63%
550
PROPOSED 8"
SEWER CROS:
5�5 N a
m l
^ 0Ln Vl
v� v
0+00 0+50 1+00
2+So 3+00 STR-24 - STR-16
F�33a0
00NTRACTOR SHALL INSTALL A
-'/a" THICK STEEL PLATE AT THE
BOTTOM OF THE STRUCTURE
VERTICA� GRAPHf SCALE
2.s
.
W
co
Ol
m N
Ln
C.
13+50 14+00
14+50 15+00
15+50
STR-2o TO OUTFALL
J
m N
rn w
p ON
STR:12 VDOT STD. DI-3B (L=6')
Ci � O 555
S
TP=548.28
-O H
INV IN: 543.25 TO 14
o?
INV IN: 541.00TO 12B
o 9 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
H z z
545
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
Vl
Ln �1
Vl
l�n
l�n
Ln
16+oo 16+5o 17+00 17+50 18+oo 18+50
555
u
EXISTING GRADE (TYP.) ^'
i 0
TR:lo VDOT STD. DI-3B (L=6') p p
TP=543.92Ln
~
INV IN: 537-42 TO 12 1 -v
INV IN: 536.75TOloB 0 m
INV IN: 540.42TO ROOF3 m CO F
INV OUT: 53517T08 0
't=O
u CL >
545 Ln I~ z
WATERLINE CRC
540
550
545
540
535
530
525
520
515
19+00 19+25
00
EXISTING GRADE (TYP.) m i
535 0 -0 0 535
550
o co
Ln
0 o
STR:4 VDOT STD. DI-313 (L=8') 0 � N
TP=527.58 00 `
INV IN: 522.25 TO 6 I in? O 530
545
INV IN: 520.27 TO 4B r z z
INV OUT: 520.17 TO 2 - -
D GRADE
(TYP.)
525 hA 525
54o
PROPOSED GRADE (TYP.) PROPOSED 8" DI
WATERLINE CROSSING
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
53o 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
v1 t ^
4'
SCOTT R. LLINSZ
Lic. No. 035791 a�-
A 08/31/20 ,Di
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JOB NO.
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SCALE
1= 50�
FSHEET NO.
14
EXISTING GRADE (TYP.)
555
555
50
J
U
m LL
0 0 Co
0_ MNO
550
P zo O 0 �-
550
u, F-1
0 9 On o
STR:28B VDOT STD. DI-36 (L=6')
M
p O o of 00
> o 4* M MF
TP=545.33
m a ..
INV IN: Syo.00 TO YD-io
N z z z p
INV OUT: 539.00 TO 28
545
F a, I-
1n �- z z z z
545
PROPOSED
WATER
crrn ni-r
i-n�ccinv-�
ROPOSED GRADE
(TYP.)
540 1 III 1�.5 --J 1 1 540
L15" RCP
535 so.81 LF @a 1.97% 535
111 N N N
O M
0+00 0+50
STR-28B -STR-28
00
11
M
p �o
555
° 555
EXISTING GRADE (TYP.)
-o
H
1 I
o 00 `"
>>
STR:30 VDOT STD. DI-36 (L=6')
o M
TP=54833
M oo ^F
INV IN: 543.3oTO3oB
0
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
35" RCP
27.75 LF (7a 3.44%
535
� M
M
O 06
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 3.5' 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')
Ln -0
I- `^
TP=558.17
0 ^ v
INV IN: 55135TO34B
W iO H
INV IN: 552.35TO36
't000D
INV IN: 554.67TO ROOF10
>
INV OUT: 551.25 TO 32
U)I-z.
LPROPO
PROPOSED 8" DI
WATERLINE CROSSING -
NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH
OF 32' 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
35" RCP
28.7o LF Qa o.8o%
545
co N
00
0+00 0+50
STR-34B - STR-34
J
M
o aM a _
p a a0 g x
� 00 p 00
O N N � V
525 N N `"> > O C" 7 525
? ,n.Z Z p M o Z H
F a>>> ry n> D
L F-zzz uZp
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: 535.92 TO 38B ao
d
m
1 M N
Sm' S
v p a a0 O
H OO--
o M o N L
00 F- N N l ~
5�5 Ln 0 p 0 0 0 LnS25
STR:38VDOTSTD.MH-�-�N >v' + `"`"�-> ��
TP=519 92 0.. H �� v? Z O *A v 0
INV IN:514.10TO38B M00I d11 zzz d>
INV IN:514.3oTO48 °+�Z� ~--- ~z
INV OUT. 514.00 Tb EX. COLVER F d > >
1 520 i 1n z z 520
I III III -EXISTING GRADE (TYP.)
PROPOSED GRADE (TYP.) /
515 15 RCP
48.63 LF Qa o.99%
15" RCP
15.6o LF Qa o.96%
3R15" RCP
510 48.67 LF Qa 3.23% 27.81 LF Qa 0.54% 510
0)� m
V H Ln 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 o
N N N N
0+00 0+50
STR-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
2.3 NV.
IN=56o.42
67.34 LF C o.62%
INV. OUT=56o.00
PROPOSED
INSU
LATED
WATERLINE
CROSSING
555
555
O
00 n
ko 'O
Ln .
W O
00 N
N
Ln
N
0+00 0+50 1+00 1+50
CULVERT
2+00 2+50
tT
SCOTT/R. CiNLLINS'Z
Lic. No. 035791
A 08/31/20 ,Di
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LULU
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-3
TP=539.50
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=S39.92 5�5
INV IN: 514.10 TO 38B
INV IN: 514.3o 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% 38.82 LF @ 1.97%
51O I I I 510
m
N �
0+00 0+50
JSTR-50-STR-38
535
Y! 535
EXISTING GRADE
(TYP.)
F-
V
PROPOSED
GRADE (TYP.
�• w
Ln It
530
An
530
00
O
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F
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OO �
/
2
~O `"" N
LA vi O
5�5
p> o a a
�,�
Z Z p
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Lnz
525
Ln F-zzz
520
520
515
515
118.99
510
510
o
0
N
N
Ln
0+00 0+50 1+00
SWIM - STR-48
N N N N N N
W O N CDN N N
Q \ ,\-I to 00 ,\-I
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JOB NO.
182152
SCALE
111 = 501
SHEET NO.
15
\\\ -IV . I
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\ 1 �
SCOTT R. LLINS'Z
C) Lic. No. 035791
ft' we
�.� YD.9�.::.-.. ♦�'�s '',W CULVERT
i �♦ � � \•♦i w � / \ i/ mot- \� \\ \ � \ \ \
PROPOSED PRIVATE YARD , LOT 6
& ROOF DRAIN SYSTEM
LO 5 PROPOSED DRAINAGE DIVIDE (TYP)
40 \
/
SEDDRAINAGE DIVIDE (TYP. A �LOT4 / �� ♦ �♦ YD-i8__ ���� �$pU \ g p z
7 ♦♦ �\ �D� 3)5 0 9 A A V A \ UU \
d ♦ PG7� \ V A \ z z z z U
w w
♦ 0 z
r,
YD 7 LOT8 ♦ �I A♦ �, W V / Z a f f UU g z
� �\ ♦ YD-i7 YD i6 ��� � / U
YD-i - \ V U m m m¢ w
_ v vv OIle
YD-6 , I 5 LOT g♦♦ 6 = 5 a \\ PROPOSED PRIVATE YARD \ w U) a a m o a
LO " & ROOF DRAIN SYSTEM \ o
DRAINAGE DESCRIPTIONS
PIPE INFORMATION
INLET INFORMATION
STIR. NO.
CIA.
(in.)
LENGTH'
(ft.)
SLOPE
(%)
INVERT
IN
INVERT
OUT
MATERIAL
INLETTYPE
Curb
Type
SLOT
LENGTH
RIM
ELEVATION
20
DI313
CG-6
10
566.63
19
15
30.23
1.06%
559.67
559.35
RCP
18
DI-36
CG-6
12
566.33
17
15
151.22
4.29%
559.25
552.77
RCP
16
DI-36
CG-6
6
559.83
15
15
86.44
3.38%
552.67
549.75
RCP
14
DI-313
CG-6
8
556.84
13
15
122.34
4.15%
546.33
541.25
RCP
12
DI313
CG-6
6
548.28
\ 11
18
120.58
2.89%
540.90
537.42
RCP
10
DI-313
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 1.75%
529.67
1 528.58
1 RCP
6
DI-36
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-36
CG-6
8
527.67
4A
15
27.72
1.12%
520.58
520.27
RCP
1013
DI-3C
CG-6
8
544.08
10A
15
28.96
2.59%
537.50
536.75
RCP
12B
DI-313
CG-6
12
548.27
12A
15
34.09
1.17%
541.40
541.00
RCP
24
DI-313
CG-6
6
559.83
23
15
55.27
1.63%
554.00
553.10
RCP
22
DI-313
CG-6
8
559.92
21
15
28.73
0.80.
553.00
I5U."
RCP
36
DI-313
CG-6
8
561.08
35
15
55.41
5.38%
555.33
552.35
RCP
34
DI-36
CG-6
6
558.17
33
15
1 99.78
5,16%
551.25
546.10
RCP
32
DI313
CG-6
8
552.00
31
15
54.30
5.52%
546.00
543.00
RCP
30
DI-36
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-313
CG-6
6
543.83
25
15
25.56
2.93%
536.25
535.50
RCP
28B
DI313
CG-6
6
545.33
28A
15
50.81
1.97%
539.00
538.00
RCP
30B
DI-36
CG-6
8
548.50
30A
15
27.75
1.44%
541.50
541.10
RCP
34B
DI313
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
DI313
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
514.10
RCP
38
MH
CG-6
0
519.92
37
24
117.50
2.23%
514.00
511.30
RCP
50
DI-36
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
520.00
42A
15
66.17
0.73%
516.75
516.27
RCP
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
3 \ v� ♦ - A �V A �.,� o 1 a sLu
m
A OT io ♦ I YD-> q W / > z U)O w 01
� s
\ \ \ F. .. w w 0 g UJ
i1}
q �P`\ / > a>> CO
LOT i� LOT N=3LOT 24 wLOTm
w
1 LOT / ♦ >
6
cE�RY: + l
I � ♦
w I
-� ♦� ` ' 1' YD-iz LUI OT
40
_ EMPIRE STREET
i
LOT 1 1getl�Rli ...•0 7dt=- m 1 ,� -
S ` - r ♦ ,,r _ o 0 0 0 0 0
1AN N N N
Structure
Area
Cw
tc
(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
ROOF2
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
ROOF10
0.14
0.90
5.0
ROOFII
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
0.02
0.30
5.0
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Pipe
Hydrology
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
Design Storm Year = 10 �TH 0
DOWNSTREAM
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SCOTT R. LINS
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DesignYear: 10 Project: Berkman Overlook Job #: 182152 Prepared by: AML, PE
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INLET
OUTLET WATER
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JUNCTION LOSS
FINA
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
Hyd
STRUCFORE
DRAINAGE
D
(IN)
FLOW TYPE
INLEF
TYPE
AREA
(FTC)
PE2IMEI'ER
(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
WEIIt FLOW
YD-6
12" Nyloplast Yard Inlet - 50% clogged
0.22
5.60
0.03
0.30
4.00
0.036
0.20
WEIIt FLOW
YD-6
12" Nyloplast Yard Inlet - 50% clogged
0.22
5.60
0.03
0.30
6.50
0.059
0.25
WEIRFLOW
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
WEIR FLOW
YD-9
12" Nyloplast Yard Inlet - 50% clogged
0.22
5.60
0.09
0.50
4.00
0.180
0.58
WEIR FLOW
YD-9
12" Nyloplast Yard Inlet - 50%
0.22
5.60
5.60
0.09
0.50
6.50
0.293
0.81
WEIR FLOW
YI} 11
12" Nybplast Yard Inlet
0.43
11.19
0.08
0.50
4.00
0.160
0.34
WEIR FLAW
YI} 11
12" Nybplast Yard Inlet
0.43
11.19
0.08
0.50
6.50
0.260
0.47
WEIR FLAW
YI} 11
12" Nyloplast Yard Inlet - 50% clogged
0.22
5.60
0.08
0.50
4.00
0.160
0.54
WEIR FLAW
YI} 11
12" Nyloplast Yard Inlet - 50% clogged
0.22
5.60
0.08
0.50
6.50
0.260
0.75
WEIR FLAW
YD-12
12"NyloplastYardInkt
0.43
11.19
0.16
0.45
4.00
0.288
0.50
WEIliFLOW
YD-12
12"Nylop]astYardInlet
0.43
11.19
0.16
0.45
6.50
0.468
0.70
WEIR FLOW
YD-12
12" Nyloplast Yazd Inlet - 50% clogged
0.22
5.60
0.16
0.45
4.00
0.288
0.80
WEIR FLOW
YI} 12
12" Nybplast Yazd Inlet - 50% clogged
0.22
5.60
0.16
0.45
6.50
0.468
1.97
WEIR FLAW
YD-13
12" Nybplast Yard Inlet
0.43
11.19
0.07
0.45
4.00
0.126
0.29
WEIR FLAW
YD-13
12" Nybplast Yard Inlet
0.43
11.19
0.07
0.45
6.50
0.205
0.40
WEIIt FLAW
YD-13
12" Nyloplast Yard Ink[ - 50% clogged
0.22
5.60
0.07
0.45
4.00
0.126
0.46
WEIR FLOW
YD-13
12" Nyloplast Yard Ink[ - 50% clogged
0.22
5.60
0.07
0.45
6.50
0.205
0.64
WEIR FLOW
YD-14
12" Nyloplast Yard Inlet
0.43
11.19
0.11
0.45
4.00
0.198
0.39
WEIR FLAW
YD-14
12" Nyloplast Yard Inlet
0.43
11.19
0.11
0.45
6.50
0.322
0.54
WEIR FLAW
YD-14
12" Nyloplast Yard Inlet - 50% clogged
0.22
5.60
0.11
0.45
4.00
0.198
0.62
WEIR FLAW
YD-14
12" Nyloplast Yard Inlet - 50% clogged
0.22
5.60
0.11
0.45
6.50
0.322
0.93
WEIR FLAW
YD-15
12"N b las[Yardlnlet
0.43
11.19
0.10
0.50
4.00
0.200
0.29
WEIR FLOW
YD-16
12"Nybplas[Yazdlnlet
0.43
11.19
0.10
0.50
6.50
0.325
0.40
WEIR FLOW
YI} 16
12" Nyloplast Yard Inlet - 50% clogged
Q22
5.60
0.10
0.50
4.00
0.200
0.46
WEIR FLOW
YD-15
12" Nyloplast Yard Inlet - 50% clogged
0.22
5.60
0.10
0.50
6.50
0.325
0.64
WEIR FLOW
YD-16
12" Nybplast Yard Inlet
0.43
11.19
0.05
0.50
4.00
0.100
0.39
WEIR FLAW
YD-16
12" Nybplast Yard Inlet
0.43
11.19
0.05
0.50
6.50
0.163
0.54
WEIR FLOW
YI} 16
12" Nyloplast Yard Inlet - 50% clogged
0.22
5.60
0.05
0.50
4.00
0.100
0.62
WEIR FLOW
YI} 16
12" Nyloplast Yard Inlet - 50% clogged
0.22
5.60
0.05
0.50
6.50
0.163
0.93
WEIR FLAW
YI}17
12" Nyloplast Yard Inlet
0.43
11.19
0.09
0.55
4.00
0.198
0.39
WEIR FLAW
YD-17
12"NyloplastYardlnlet
0.43
11.19
0.09
0.55
6.50
0.322
0.55
WEIIiFLOW
YD-17
12" Nyloplast Yard Inlet - 50% clogged
0.22
5.60
0.09
0.55
4.00
0.198
0.63
WEIR FLOW
YD-17
12" Nyloplast Yard Inlet - 50% clogged
0.22
5.60
0.09
0.55
6.50
0.322
0.95
WEIR FLOW
YI} 18
12" Nybplast Yard Inlet
0.43
11.19
0.04
0.75
4.00
0.120
0.25
WEIR FLAW
YI} 18
12" Nybplast Yard Inlet
0.43
11.19
0.04
0.75
6.50
0.195
0.34
WEIR FLAW
YI} 18
12" Nybplast Yazd Inlet - 50% cogged
0.22
5.60
0.04
0.75
4.00
0.120
0.39
WEg2 FLAW
YD-18
12" Nybplast Yazd Inlet - 50% clogged
0.22
5.60
0.04
0.75
6.50
0.195
0.55
WEIRFLOW
YD-19
12"NybplastYardInkt
0.43
11.19
0.17
0.45
4.00
0.306
0.39
WEIR FLOW
YD-19
12"NybplastYardInkt
0.43
11.19
0.17
0.45
6.50
0.497
0.54
WEIR FLOW
YI} 19
12" Nybplast Yard Inlet - 50% clogged
0.22
5.60
0.17
0.45
4.00
0.306
0.62
WEIR FLAW
YI} 19
12" Nybplast Yazd Inlet - 50% clogged
0.22
5.60
0.17
0.45
6.50
0.497
0.93
WEIR FLAW
YD-20
12" Nyloplast Yard Inlet
0.43
11.19
0.08
0.40
4.00
0.128
0.28
WEIR FLAW
YD-20
12" Nyloplast Yard Inlet
0.43
11.19
0.08
0.40
6.50
0.208
0.39
WEIRFLOW
YD-20
12" Nyloplast Yazd Inlet - 50% clogged
0.22
5.60
0.08
0.40
4.00
0.128
0.45
WEIR FLOW
YD-20
12" Nyloplast Yard Inlet - 50% clogged
0.22
5.60
0.08
0.40
6.50
0.208
0.62
WEIR FLOW
YI}21
12" Nybplast Yard Inlet
0.43
11.19
0.07
0.50
4.00
0.140
0.52
WEIR FLAW
YI}21
12" Nybplast Yard Inlet
0.43
11.19
0.07
0.50
6.50
0.228
0.72
WEIR FLAW
YD-21
12" Nyloplast Yard Inlet - 50%clogged
0.22
5.60
0.07
0.50
4.00
0.140
0.84
WEg2 FLAW
YD-21
12" Nyloplast Yard Inlet - 50% clogged
0.22
5.60
0.07
0.50
6.50
0.228
2.22
WEIli FLOW
YD-22
12"N Nyloplast
0.43
11.19
0.04
0.50
4.00
0.080
0.29
WEIR FLOW
YD-22
12"NybplastYardInlet
0.43
11.19
0.04
0.50
6.50
0.130
0.40
WEIR FLOW
YD-22
12" Nyloplast Yard Inlet - 50% clogged
0.22
5.60
0.04
0.50
4.00
0.080
0.46
WEIR FLAW
YD-22
12" Nyloplast Yard Inlet - 50% clogged
0.22
5.60
0.04
0.50
6.50
0.130
0.64
WEIR FLAW
YD-23
12" Nybplast Yard Inlet
0.43
11.19
0.01
0.30
4.00
0.012
0.31
WEIR FLAW
YD-23
12"Nybplas[YardInle[
0.43
11.19
0.01
0.30
6.50
0.020
0.43
WEIR FLOW
YD-23
12" Nyloplast Yard Inlet - 50% clogged
0.22
5.60
0.01
0.30
4.00
0.012
0.49
WEIR FLOW
YD-23
12" Nyloplast Yard Ink[ - 50% clogged
0.22
5.60
0.01
0.30
6.50
0.020
0.68
WEIR FLOW
YD-24
12" Nyloplast Yazd Inlet
0.43
11.19
0.07
0.30
4.00
0.084
0.21
WEIR FLOW
YD-24
12"NyloplastYardInkt
0.43
11.19
Q07
030
6.50
0.137
0.30
WEIR FLOW
YD-24
12" Nyloplast Yazd Inlet - 50% clogged
0.22
5.60
0.07
0.30
4.00
0.084
0.34
WEIR FLOW
YD-24
12"NyloplastYardInlet-50%clogged
Q22
5.60
0.07
0.30
6.50
0.137
0.47
WEIR FLOW
YD-25
12"Nybplast Yard Inlet
0.43
11.19
0.04
0.30
4.00
0.048
0.06
WEIR FLOW
YD-25
12"Nybplast Yard Inlet
0.43
11.19
0.04
0.30
6.50
0.078
O.OS
WEIR FLOW
YD-25
12" Nyloplast Yard Inlet - 50% clogged
0.22
5.60
0.04
0.30
4.00
0.048
0.10
WEIR FLOW
YD-25
12" Nyloplast Yard Inlet - 50% clogged
0.22
5.60
0.04
0.30
6.50
0.078
0.13
WEIR FLOW
YD-26
12" Nyloplast Yard Inlet
0.43
11.19
0.03
0.30
4.00
0.036
0.22
WEIR FLOW
YI}26
12" Nyloplast Yard Inlet
0.43
11.19
0.03
0.30
6.50
0.059
0.31
WEIR FLAW
YI}26
12" Nyloplast Yard Inlet - 50% clogged
0.22
5.60
0.03
0.30
4.00
0.036
0.35
WEIR FLAW
YI}26
12" Nyloplast Yard Inlet - 50% clogged
0.22
5.60
0.03
0.30
6.50
0.059
0.49
WEIR FLAW
YD-27
12"NybplastYardlnkt
0.43
11.19
0.02
0.30
4.00
0.024
0.15
WEIR FLOW
YD-27
12"NybplastYardlnkt
0.43
11.19
0.02
0.30
6.50
0.039FLOW
YD-27
12" Nybplast Yazd Inlet - 50%clogged
0.22
5.60
0.02
0.30
4.00
0.024
0.24
WEIR FLOW
YI}27
12" Nyloplast Yard Inlet - 50% clogged
0.22
5.60
0.02
0.30
6.50
0.039
0.33
WEIR FLAW
TH 0FG
O �P_
SCOTT R. LINS
U Lic. No. 035791
°p 08/31/20 w�
��s'SIONAL E�Ot
W
W
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¢ w w w � c
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, Z J
w EA EA 0 m L o
W W W > J rL U
K Y w < p i
for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr rz Lu twit
0 w o
rn w
to
w >
ce w
K o
0
c
a
0
y
0
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0
N O N N N
N N
F N F4 N N rN
- "! W .\-I E
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rn z
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y
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r o
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for inlets draining to stormwater management facilities, where owdand flow to facilities is not available, 100% capture is required at 6.5in/hr W Q 7 0C
> dS O
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N
a
Q <0
as
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w
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0 o�
c
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CD
z
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* gutter longitudinal slope of 0.001 should be used in a sump condition w -j z
- grate inlets (DI-7) in open pavement areas will not hate a curb spread, but will have inlet spread and depth
- for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities w 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
z
C
U
Jw
0
JQ >
O
N
W 0
O
E
F U
O
Lu w
w °
d L o
U
JOB NO. y
182152 °
SCALE c
* 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. o
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
rCr
Lu
o
hce
t
r0
o
0 18 V
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
Hydrology
Curb and Gutter
Inlet
c
� 3
a
d
d
w
3 � y rn
m t
N iC rn
� w w O
�
y
O �
c O U � C
to �
n p
i0
c
� >
c
`
U .-
O N
n
FL
U U (i d d
N � F w
+o � � J Iti O rJ c1°, IY
4
38
8.0
0.09
0.65
0.059
0.38
0.00
0.38
0.0726
0.0200
2.0
0.0833
4.1650
3.20
0.99
3.5192
0.1466
0.1652
6.78
1.18
1.00
0.38
0.00
4B
38
8.0
0.15
0.55
0.083
0.54
0.00
0.54
0.0726
0.0200
2.0
0.0633
4.1650
3.64
0.97
3.5192
0.1466
0.1622
7.91
1.01
1.00
0.54
0.00
6
3B
10.0
0.11
0.75
0.083
0.54
0.00
0.54
0.0996
0.0200
2.0
0.0633
4.1650
3.43
0.98
3.5192
0.1466
0.1637
8.65
1.16
1.00
0.54
0.00
10
3B
6.0
0.12
0.70
0.084
0.55
0.07
0.62
0.0200
0.0200
2.0
0.0833
4.1650
4.88
0.91
3.5192
0.1466
0.1534
5.89
1.02
1.00
0.62
0.00
12
3B
6.0
0.18
0.70
0.112
0.73
0.00
0.73
0.0505
0.0200
2.0
0.0633
4.1650
4.37
0.93
3.5192
0.1466
0.1564
8.25
0.73
0.90
0.66
0.07
10
12B
38
12.0
0.33
0.65
0.215
1.39
0.00
1.39
0.0505
0.0200
2.0
0.0833
4.1650
5.58
0.85
3.5192
0.1466
0.1446
11.36
1.06
1.00
1.39
0.00
14
38
8.0
0.14
0.65
0.091
0.59
0.00
0.59
0.0603
0.0200
2.0
0.0833
4.1650
3.91
0.96
3.5192
0.1466
0.1608
7.84
1.02
1.00
0.59
0.00
16
3B
6.0
0.12
0.70
0.084
0.55
0.00
0.55
0.0223
0.0200
2.0
0.0833
4.1650
4.57
0.92
3.5192
0.1466
0.1549
5.75
1.04
1.00
0.55
0.00
18
36
12.0
0.42
0.70
0.294
1.91
0.00
1.91
0.0319
0.0200
2.0
0.0833
4.1650
6.84
0.75
3.5192
0.1466
0.1300
12.04
1.00
1.00
1.91
0.00
20
36
10.0
0.35
0.70
0.245
1.59
0.00
1.59
0.0233
0.0200
2.0
0.0833
4.1650
6.78
0.77
3.5192
0.1466
0.1329
10.02
1.00
1.00
1.59
0.00
22
3B
8.0
0.18
0.70
0.126
0.82
0.00
0.82
0.0223
0.0200
2.0
0.0833
4.1650
5.32
0.87
3.5192
0.1466
0.1476
7.02
1.14
1.00
0.82
0.00
24
3B
6.0
0.04
0.60
0.024
0.16
0.00
0.16
0.0162
0.0200
2.0
0.0833
4.1650
3.04
0.99
3.5192
0.1466
0.1652
2.97
2.02
1.00
0.16
0.00
26
3B
6.0
0.05
0.75
0.038
0.24
0.00
0.24
0.0200
0.0200
2.0
0.0833
4.1650
3.45
0.97
3.5192
0.1466
0.1622
3.86
1.55
1.00
0.24
0.00
28B
38
6.0
0.03
0.60
0.018
0.12
0.00
0.12
0.0353
0.0200
2.0
0.0833
4.1650
2.35
1.00
3.5192
0.1466
0.1666
3.31
1.81
1.00
0.12
0.00
30
3B
6.0
0.07
0.70
0.049
0.32
0.00
0.32
0.0719
0.0200
2.0
0.0833
4.1650
3.00
0.99
3.5192
0.1466
0.1652
6.27
0.96
1.00
0.32
0.00
30B
38
8.0
0.09
0.70
0.063
0.41
0.00
0.41
0.0659
0.0200
2.0
0.0833
4.1650
3.35
0.98
3.5192
0.1466
0.1637
6.83
1.17
1.00
0.41
0.00
32
38
8.0
0.15
0.60
0.090
0.59
0.00
0.59
0.0627
0.0200
2.0
0.0833
4.1650
3.87
0.96
3.5192
0.1466
0.1608
7.90
1.01
1.00
0.59
0.00
34
3B
6.0
0.07
0.70
0.049
0.32
0.00
0.32
0.0559
0.0200
2.0
0.0833
4.1650
3.14
0.99
3.5192
0.1466
0.1652
5.82
1.03
1.00
0.32
0.00
34B
38
8.0
0.12
0.75
0.090
0.59
0.00
0.59
0.0617
0.0200
2.0
0.0833
4.1650
3.88
0.96
3.5192
0.1466
0.1608
7.86
1.02
1.00
0.59
0.00
36
38
8.0
0.22
0.55
0.121
0.79
0.00
0.79
0.0375
0.0200
2.0
0.0833
4.1650
4.76
0.90
3.5192
0.1466
0.1520
7.93
1.01
1.00
0.79
0.00
40
3B
8.0
0.15
0.70
0.105
0.68
0.00
0.66
0.0348
0.0200
2.0
0.0833
4.1650
4.57
0.92
3.5192
0.1466
0.1549
7.22
1.11
1.00
0.68
0.00
42
36
8.0
0.14
0.65
0.091
0.59
0.00
0.59
0.0348
0.0200
2.0
0.0833
4.1650
4.34
0.92
3.5192
0.1466
0.1549
6.80
1.18
1.00
0.59
0.00
50
36
6.0
0.10
0.60
0.060
0.39
0.00
0.39
0.0217
0.0200
2.0
0.0833
4.1650
4.05
0.95
3.5192
0.1466
0.1593
4.87
1.23
1.00
0.39
0.00
D
(IN)
FLOW TYPE
INLET
TYPE
AREA
(FT2�
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
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U
N
¢
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N
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m
p
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m
m
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�
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�
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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
rig
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 BOTANICALNAME
COMMON NAME
SIZE
CANOPY
STREET TREE QUANTITY
SITE QUANTITY
ITOTALCANOPY
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
QS
QUERCUS SHUMARDII
SHUMARD OAK
1-1/2" cal.
329
29
9541
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 NELL'
IMARY NEW HOLLY
I 4-5' ht.
1 44
1
8
352
PS
IPINUS STROBUS
JEASTERN WHITE PINE
I 4-5' ht.
1 118
1
22
1 2596
JV
IJUNIPERUSVIRGINIANA
I EASTERN RED CEDAR
4-5'ht.
1 16
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
JASMINUMNUDIFLORUM
WINTERJASMINE
24" min
154
55
8470
MP
MYRICA PEN NSYLVANICA
NORTHERN BAYBERRY
24" min
79
54
4266
NHD
NANDINA DOMESTICA
HARBOUR DWARF NANDINA
24" min
156
149
23244
VB
VIBURNUM X BURKWOODII
BURKWOOD VIBURNUM
30" min
22
55
1210
VP
VIBURNUM X PRAGENSE
PRAGUEVIBURNU
4-5'ht
36
13
468
TOTAL:
TOTAL:
96521
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
REQUIRED CANOPY: 76,491 SF (.20 * 8.78 AC * 43,560 SF/1 AC)
TOTAL DESIGNED CANOPY: 96,521 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
ERF UK
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CORRECT TRUNK ARMORING
TRIANGULAR BOARD
FENCE
Source: Va. DSWC Plate 3.38.2
III - 401
Lic. No. 035791
````cc 08/31/20 c�
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FUR
--- _35 NHD NIF THIRD MESA LLC Conservation Plan Notes:
AN w�/1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR
��I • - Y_�. �ij gag
RIBBON DISTURBING
• • OPERATORS. • •
ags
THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING
s�/i �,i ��►s�=ter -.� --►6 r���' EQUIPMENT,- -
-LOT _
MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OFTREES TO BE PRESERVED AND PROTECTED.
— —
1'� i
3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER
WE LOT 26 PROPOSED LANDSCAPING MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL
• • .e .� �li�i-
4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES
Ij,1�;Y'\TMP 45-81 TO BE PRESERVED AND PROTECTED.
BAR _ \ — N F T D MESA LLC
\ � OF TREES TO BE PRESERVED AND PROTECTED.
AR' DB 4841 PC 138
6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS
LOT 31 1,\ 1 \ ° - - - �I \ BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY
ul , I. , II �! \ ENGINEERING DEPARTMENT.
LOT 32 \ 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, M
\ I I I I LOT33 22NHD \ ,3ASL I�\ 11 3.ASL - I TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE
i I 1j II i LOT 27 I I J \ PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS M
\ I LOT 35 I LOT 3 1 II \r 1 -I� I� I. I I 1 • OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING ® CA
\ LOT f I ) • • \ - - - - SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL N
LOT 39 / LOT 38 LOT 37 3 C )\ II I•. SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED.
LOT 4i LOT 4o I I� _ 9_ ' "1� ''` I I I .. � . v
LOT 42 LANDSCAPE e 1 e i j�_ 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE co
= - r I u i -j' AS \ PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH
n I / /_ - EASEMENT n ii� P \ THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR
LOT 28 t
1 _ e SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE J1
r \ / SPECIALIST. N
/ / I - _ ` �� •1 • {�`-' i \ 9 SOILS WHICH HAVE BEEN COMPACTED OVER THE ROOT ZONES OF TREES TO BE W O
.� ` \ PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON
1OPI I I • 4.��\, / \ BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND W N
_ _ _- - _ - - - - - _--- • MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED.
LOT 29 I \ � e • • 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION >
1 CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP.
/ b / u 1 ❑ I
%AAA--� x � - o li 1 n GB I V/
, NOTES: LLI
/ o = ,n 1. SLOPES GREATER THAN 1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX WITH J J
29CJ 36NHD % - / u 3 J Z
OMEN 5�9CE B 3 BN I ° -'�"• � I I LOT O \ \ I I I • ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS (ITEM NUMBER: ERNMX-282) AT > Q
o ° 0.35/ CRES ° 3 \ i ` RATE OF 6o LBS. PER ACRE, OR i LB. PER 1,000 SF. GRASS MIX IN THESE AREAS SHALL • 7
TMP 45-86 ° OP N Y \ \ 1 I I ` \ __ _- PROVIDE PERMANENT STABILIZATION AND SHALL NOT REQUIRE MOWING. CO z J
ALBEMARLE SOCIETY FOR THE TMP 45-112F ED TO HE HOA i ❑ \ I — — 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH AND BE LLI 0-
ICA _ _ _ ED — , \ MATS p _ T F � ; L�ASL _ ---
PREVENTION OF CRUELTY TO NIF FOUNDATIONS LLC ■f Tom.:( _�41 MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS 0
LL
ANIMALS INC \ C�0 FOUNDATIONS CHILD DEVELOPMENT SE T 20 4 `4qR I Ali 2 ` ` ` ` ` `- ` `s ��s \ 3 CFA AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORTTHEOVERALL
DB 2096 PC 111 DB 2834 PC 1 t HEALTH OF THE PLANT. 0 1 z
. - `\ .� . 1 M / A .\. —
\ • T• • _ 3. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN •
\v �I.1UAP ASSOCIATION OF NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN
\ v III �� ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY e Q Q
\ '' \ ` ` ADOPTED BY THE VIRGINIANURSERYMEN'S ASSOCIATION, THE VIRGINIASOCIETY OF = O V
�. \ n NS
n
\ � I 11111 .\ ✓//\ ;�; , ,4CFA` CR S � \ LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF U O V)
DOTE: LANDSCAPING PLANTS AND TREESWITHINOR \ --EB \ \\\ LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OFTHE VIRGINIA
\ DEPARTMENT OF TRANSPORTATION. Y J
\DJACENTTO INTERSECTION SIGHT DISTANCE TRIANGLES ; (li lASL \ ` a AT T i H\E O \ I iGB ��// z
• \ /` 4 4 ) b 1 NOTE: LLI LL
MUST BE MAINTAINED IN AREA BETWEEN 2 AND 7 FEET i j rl \.\j\ „� \ \ • i. STREET TREES PROVIDED So' O.C. AND g'-io' FROM PROPOSED UTILITIES. Q
4BOVEGROUNDASACLEARZONETOPRESERVE SIGHT — ai �1 \ PROPOSETS M \ z. ALL SITE PLANTINGS OF TREES AN D SHRUBS SHALL BE ALLOWED TO REACH, AND BE J
�' MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS Ul >
-INES AND ACCOMMODATE PEDESTRIANS. \ r \ ✓ ; { % ' \G/ \ \ \' 4 B \ ; ` ` ` \ AND TREES SHALL BE PRUNED MINIMALLY AND ONLYTO SUPPORTTHE OVERALL W O
HEALTH OF THE PLANT.
\/ .. - - 3. TOTAL STREET FRONTAGE = 4,274'
/ -I ( -� J - ' �- • • /;�\ 4Y 4/���\l/\�j,�\�j�\\\\�\ ` ` ` ` ` 3QS REQUIRED STREET TREES: 86 (1 TREE PER EVERY 50'OF STREET FRONTAGE) LLI
POSED PRO STREET TREES: 95 LLI
-� �� ti _ - - • - -� k • _ ) �`�` '- NOTE: 1,384'OF STREET FRONTAGE ALONG EMPIRE STREET Q
�.� I._ _ , ,\ ; ; , , , , ; ; ` ; A _ -•f-� • • - REQUIRED STREET TREES: 28
UAP - _ _N PROPOSED STREET TREES: 28 W
\ .• / QS _ _ t . - _-- NOTE: i,o28'OF STREET 21 ALONG SWEDE STREET
REQUIRED STREET TREES:
J \\
• - _ - _ - PROPOSED STREET TREES: zz /
NOTE: 876' OF STREET FRONTAGE ALONG MARSAC STREET LLI cl
REQUIRED STREET TREES: i8 w
PROPOSED STREET TREES: 18 -^
NOTE: 72o' OF STREET FRONTAGE ALONG WOODBURN ROAD J Q L]J
\ _ REQUIRED STREET TREES:15 UI
_ -- -- _ PROPOSED STREET TREES:i9
\ NOTE: 276' OF STREET FRONTAGE ALONG BERKMAR DRIVE (331'-55' INT.) Q
a \ REQUIRED STREET TREES: 6 CD
o V PROPOSED STREET TREES:8 N
pn' " \ - 4. PARKING LANDSCAPE REQUIREMENTS
— •. / QF�F _ MAR ])RIVE _ s REQUIRED PARKING LANDSCAPING =13 PARKING SPACES Ca11 TREE /2o SPACES
= z TREES REQUIRED
TARE ROUTE 1 _ �_ - < TOTAL TRESS PROVIDED ADJACENTTO PARKING SPACES =16 TREES PROVIDED
\ w
GRAPHIC SCALE \ Jos No.
I� — — — 182152
30 0 15 30 60 120
SCALE
301
IN FEET ) SHEET NO.
inch = 30 ft. 19
\ ,- OPEN SPACE G TMP 45-76A
PROPOSED LANDSCAPING oso ACRES ESTES, ISABEL T TH O
` EASEMENT 15JN OPEN SPACE HEREBY DB 308 PC 386
z3 NHD DEDICATED TO THE HOA TMP 45-76D F l�
a io MP BRANDT, JOHN E B
DB 1628 PG 128
SCOTT R. LINS'Z
\ iS IG \ U Lic. No. 035791
\ \ OPEN SPACE F 08 31 20
TMP 45-84 & 45-84A2 io QS Nli _. o.o8 ACRES
ALBEMARLE SOCIETY FOR // / / — 3 / OPEN SPACE HEREBY �SSIONAL E�Gl
THE PREVENTION OF / ,i Mt DEDICATED TO THE HOA
CRUELTY TO ANIMALS, INC s / / I z PS
DB 2096 PG 111 / / / \ - 3
TOLIVINC
LOT 6M \ /e // N PROPOSED LANDSCAPING WEBER, LEWT
DB
g / zJV iP5 '� // / ASEMENT TMP 45-76B
2 gC - JOHNSTON, JACOBA KAY m
LOT 5 I \ \- ` / • ' 3 9 QP DB 3677 PC 444 z
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v
1I / LOT 4 U
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.. \ `•:.._ • '6 LAN SCAPE LOT
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/
c.PROPOSEDLANDSCAPING \ z I'G / Ln
Lu ii of EASEMENT z QP / A \\-'LANDSCAPE p o
LOT 8 O � z
44MP\\- - TMP 45 75 w m
WEBER, LEWIS A LIVING TRUST
Ln
\ \ o Q — " DB 4998 PC 433 Vu/ Ln
LOTS \\—� -- / — ; \�� 45 VB 0 � �
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LOTio DE CAT T T -----
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LOT 2 LOi�
•
\ \ /
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0.07 ACRES / .! :.:: ' I LOT i2 LOT 3-3 LOT i
\ OPEN SPACE HEREBY 4 LOT 15 . w
DEDICATED TO THE H, ' o o ; ' I LOT 3.6 LOT LOT 3-7
\I \\ i \ \ `: \ \ /'
.I. \ \ - �
I
'EXISTING.
—`:.r
\\ ` 3as / 'I `— —` /; / / LOT 2Ps \ \� ' / o 0
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" \ N N
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4
x sLOT 19
\00
OPEN SPACE H D v /
1
o. ACRES \ — f `\
43 \ ; UAP (48 LIC RiW) / \ s \ \ LOT zo o NH
OPE CE HEREBY „ , \
DEDICATED T E HOA = \ \_ —
`\ y///1_\ \ • t PROOPOSED BLACK DE ORATIVE I 1 FPROPOSED BLACK ENCE WITH GATE L9
DECORATIVE,- --- `� \ \ \ \� 0)
J \ kN M M m = \ \. i p \ \ \ \ \ LOT 23. I 5 CJ \ \ l — _ / �
\ I „ FENCE WITH GATE Uur \
v 6Ps
\ \ \ \ k 1 LOT 1 k \y = \ \ \ \ \ PROPOSED LANDSCAPING \ /
\ \ 5 I \ \ LOT 22 \ r EASEMENT TYP 45-82 / N
\\ / NIF THIRD MESA, LLC
DB 5002 ,PG-- 06—
7Jv I I I �_ / LOT 46 I — Q
\ \ \ k ; I I S OPEN SPACE C \ \ \ \ LOT 23 \ \ J
\ PROPOSED LANDSCAPI
LOT G 0.33 ACRES �� f \ i / /\V GRADE IN EXCESS OF :1 N
\ \ \ \ k O I N � - ' I N
\ \ — 5 EASEMENT 10 MV 1, OP�EPACE HEREBY, 3 -SR _ `4 \ - �- - — \ / CONSERVATION MIX REQUIRED O
DEDICATEDTOTHEHOA \\\\ i AR N w
z-QS- \ \
iQC 4 A m LOT 45 I I PROPOSED �� v v V i' �` ��L A A
I CREATION _ T A A H�
\ A LOT 49 r - _ _ _ PROPOSED BLACK DECORATIVE
ELD �� \ �zLSR V
\ 3 �i. FENCE WITH GATE � \, \ \ ••
Lu
\ 1 I 10P
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�Q5 J 44 I yQe\ „ � _ \ \ur — � —
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\ 4 I -F � - �
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T 45-86A kl •. \ 1 • • I I I � # # � � � ' .' �\ �, w � \ � \ \\ � �
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LL
ALBEMARLE OCIETY FOR THE \ 4 — _ _ /, \ — -LOT-4-3 # # QC " \ ' \ 3 ASL \ `\\ \
PREVENTION F CRUELTY TO \ /31 ! s "3 _ w �" / 0 z
— -LOT / / \
ANIMA INC 47 ;�,\+ TMP 45-82A
DB 5108 G 549 :. \ k p - _ — ,-w' i \\\
LOT 24 N D \ N/F THIRD MESA LLC Q 0 Q
DB 4841 PG 138 U
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3— P �\ \: A V 1 i—
\ \ \ � W W� W� 'III/ •� -. �+ \.'. r '.�)/ \ \:1 � / I PROPOSED LANDSCAPING Wow ..i. .: /' S I : L _ T �_ ...—': ` , "�31QP . �\ \ :.\ \• • \\1 \ ^
PROPOSED LANDSCAPING
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