HomeMy WebLinkAboutSDP202000042 Plan - Revision 2020-12-01GENERAL NOTES
OWNER:
IMP 45-112F7; IMP 45-112F2; TMP 45-84A; & TMP 45-85
BERKMAR DEVELOPMENT, LLC
2496 OLD IVY RD
CHARLOTTESVILLE, VA 22903
ENGINEER:
COLLINS ENGINEERING
200 GARRETT ST SUITE K
CHARLOTTESVILLE, VA 22902
(434)293-3719
TAX MAP NO.:
04500-00-00-084AO, 04500-00-00-08500, 04500-00-00-0112F1, &
04500-00-00-0112F2
TOTAL AREA:
TMP 45-84A: 6.892 ACRES TMP 45-112F1: 0.571 ACRES
IMP 45-85. 0.777 ACRES TMP 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: 8.778 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 259) = 2.19 AC
TOTAL OPEN SPACE PROPOSED. = 2.365 ACRES (26.97)
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 PRESERVATION:
NONE REQUIRED WITH THE DEVELOPMENT
TMP 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 PO 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
SIDE. • NONE - MIN. 10' BUILDING SEPARATION LOT4
REAR: 20' MINIMUM.
NOTE: COVERED PORCHES, BALCONIES,. CHIMNEYS, EAVES, AND THE LIKE
ARCHITECTURAL FEATURES MAY PROJECT NOT MORE THAN FOUR FEET INTO ANY
REQUIRED YARD PROVIDED THAT NO SUCH FEATURE SHALL BE LOCATED CLOSER THAN
SIX FEET FROM ANY LOT LINE.
SUBDIVISION STREETS: CURB & GUTTER
LOTS
WATERSHED: SOUTHFORK RIUANNA RIVER WATERSHED �
LOTz
LOTS
BERKMAR OVERLOOK
FINAL SITE PLAN
SDP2020=42
RIO DISTRICT - ALBEMARLE COUNTY, VIRGINIA
TMP 45-76A
ESTES, ISABEL T
DB 308 PC 386
` \ \
LOTS \ i
r
AGRICULTURAL/ FORESTAL DISTRICT.- NONEL
TOPO & SURI/EY.• TOPOGRAPHY PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES, JUNE 2018. THE � Lorl =
BOUNDARY LINE INFORMATION IS PROVIDED BY ROUDABUSH, GALE, AND ASSOCIATES. -
INFORMATION FIELD VERIFIED BY COLLINS ENGINEERING JUNE 2018. \ J _ ,- ;
OPEN SPF
DATUM: NAD 83
EXISTING VEGETATION: PARTIALLY WOODED (TMP 45-112F1&45-112F2 ARE WOODED & TMP 45-84A&45-85 ,
HAVE BEEN CLEARED AND WERE PREVIOUSLY USED AS A CONSTRUCTION STAGING SITE.)
LIGHTING: NO S17E OR STREET LIGHTING IS PROPOSED W17H THIS PROJECT. ANY SITE
LIGHTING 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 WITHIN 1 PHASE \
BUILDING SITES PARCELS 1-52 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH THE
REQUIREMENTS OF SECT70N 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 201& FIELD EXPLORATION WAS PERFORMED AROUND THESE CEMETERIES
WITH A PERMIT FROM DHR AND THIS SITE PLAN REFLECTS THE FINAL LIMITS OF THE
2 CEMETERIES ONSITE THE FINAL CEMETERY REPORTS WERE SENT TO DHR IN
DECEMBER, 2018, IDEN77FY7NG AND ESTABLISHING THE LIMITS OF THE CEMETERIES
AS CURRENTLY SHOWN ON THIS SITE PLAN. EACH CEMETERY SHALL HAVE A
PERMANENT BLACK FENCE INSTALLED AROUND THE PERIMETER OF THE CEMETERY
LIMITS WITH A GATE FOR ACCESS.
STREAM BUFFERS: NO S777EAM 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
MAP#51003CO229D, DATED FEBRUARY 4, 2005. THIS PROPERTY IS NOT LOCATED
WITHIN A DAM INUNDATION ZONE.
RETAINING WALLS.- RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT AS SHOWN ON THE PLAN,
SEE SHEETS 7 AND 8 FOR DETAILS
LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE
WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTION 32.7.9 OF THE
COUNTY CODE. A LANDSCAPING PLAN WILL BE PROVIDED WITH THE FINAL SITE PLAN
(SHEETS 19 & 20) FOR COUNTY REVIEW AND APPROVAL. ALL LANDSCAPING
REQUIREMENTS SHALL BE SHOWN ON THIS FINAL LANDSCAPING PLAN. STREET TREES /
SHALL BE PROVIDED ALONG THE PUBLIC STREETS 50' O.C. IN ACCORDANCE WITH V OOT
AND ALBS. CO. STANDARDS
7RASH.' EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. /
RECREATION AREA: REQUIRED RECREAT70NAL AREA: 52 UNITS x 200 SF = 10,400 SF /
PROPOSED 10,400 SF (0.24 AC) INCLUDING (1) TOT LOT (2,515 SF) & (1) RECREATION
FIELD (7,885 SF)
TOT LOT AREA SHALL INCLUDE THE FOLLOWING, AT A MINIMUM:
ONE (1) SWING (FOUR SEATS)
ONE (1) SLIDE WITH TWO (2) CLIMBERS
ONE (1) BUCKABOUT OR WHIRL
TWO (2) BENCHES
RECREATIONAL PLAYFIELD
OPEN SPACE• STREAM BUFFER OPEN SPACE N A
TMP 45-86A
ALBEMARLE SOCIETY FOR THE
PREVENTION OF CRUELTY TO
ANIMALS,. INC
DB 5108 PC 549
TMP 45-76D
BRANDT, JOHN E B
DB 1628 PC 128
u TMP 45-76
WEBER, LEWIS A LIVING TRUST
DB 4998 PC 441
OPEN SPACE F �Q �\ �
/ LOI
TMP 45-76B
JOHNSTON, JACOBA EAY
TDB 3677 PC 444
LOTB OPEN SPACED
LOT ao _
i
LOTn
.\ I LOT zz LOT,3 LOT ¢y I
LOT a6 I
� LOT 17
A� -- --
• ��, OPEN SPACE
TMP 45-75
WEBER, LEWIS A LIVING TRUST
DB 4998 PC 433
LOI
11 LOTag ♦ /
LOT 20
i�S
LOT Sz
LOTz
a
1 1
1 LOT
LOT46
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LOT So
- ---
LOT 45
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SPA CEC
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LOT 49
1 I
OT 44
\
LOT49
A
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1 -"LOT 47-
-
LSYT54
LOT zS
-
TMP 45-82
N/F THIRD MESA, LLC
DB 5002 PC 606
1
TMP 45-82A
N/F THIRD MESA LLC
DB 4841 PC 138
LOTz6
_ - 1
TMP 45-81
�II N/F THIRD MESA LLC
L0T31 �. ' � I �I DB 4841 PC 138
I 1 LOT3z
LOT I LOTS LOT3 \ LOT 27
LOT4z LOT 40 LOT 39 I LOT38 L0T37 LOT 3S 35 _-- 1 -
LOT4z I - - N --
LOT zB
TMP 45-86
N/F ALBEMARLE SOCIETY FOR THE
PREVENTION OF CRUELTY TO ANIMALS INC
DB 2096 PC III
1 TMP 45-112F
\N/F FOUNDATIONS LLC
CIO FOUNDATIONS CHILD DEVELOPMENT
1 DB 2834 PC 1
1
1
�I
i
OPEN SPACE B
REC. AREA OPEN SPACE: 14,335 SF (0.329 AC) (0.24 AC MEETS ACTIVE REC.REQ.)
/ \
_ -
BERX9An 1403
ROUTE
OPEN SPACE. 62,200 SF (1.428 AC)
/
�� _-
- -
_
STATE
STORMWA7ER POND OPEN SPACE. 26,485 SF (0.608 AC)
\�j '
_--
_---
TOTAL OPEN SPACE: 103,020 SF (2.365 AC)
@.__ -_
OFFSI7E EASEMENT; ALL PROPOSED GRADING SHALL BE CONSTRUCTED ON SITE, WITHIN EXISTING
AREA CALCULATIONS
RIGHT-OF-WAY, OR WITHIN EXISTING EASEMENTS. NO OFFSITE EASEMENTS ARE
NEEDED FIRE FLOW CALCULATION:
NOTES: PROPOSED WITH THIS DEVELOPMENT
LAND USE AREA ACREAGE
I
I
I
I ,
,1
I1
I
_ I
LOT zg
- - LOT 30
OPEN SPACE A
1) THIS PROPERTY DOES NOT LIE WTHIN AN AGRICULTURAL AND/OR FOREST DISTRICT.
X+P
NFF=(C)(0)[l+ ()1=1,750Xo.85x[1+(o.22+o)]=1,&5GPMXO-50(SPRINKLERS)=95oGPMNFF
LOTS
4.340AC(49.4%)
GENERAL BUILDING DEPARTMENT NOTES
1. WHERE 7HE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE
2 ONLY 1 DWELLING PER LOT SHALL BE PERMITTED.
( )
n * * A
OPEN SPACES
2.365 AC (26.9%)
MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES
_ _ _
-1 F A -1 1 -1 PM (ROUNDED)
C 8 0 8 6 0 0 oG ROU
( ) 5 5 3, 3 5 ,75 ( )
RIGHT OF WAY
2.073 AC 23.7%
SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN BRANCH OF
3 ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO EITHER PUBLIC USE OR PRIVATE USE AS SHOWN ON THE PLANS.
) �
CONSTRUCTION TYPE - CLASS I WOOD FRAME CONSTRUCTION=1.5
TOTAL:
8,778 AC
THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES PLUMBING FIXTURES
4) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBUC STREET 50' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY
A=2FLOORS X 1,815SF=3,630SF(TYPICAL TOWNHOME)
HAVING FLOOD LEVEL RIMS ABOVE 7HE ELEVATION OF THE MANHOLE COVER OF THE NEXT
STANDARDS.
O = OCCUPANCY FACTOR = o.85 FOR C-2 COMBUSTIBLE
UPSTREAM MANHOLE IN 7HE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER
5) THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE.
X=o.zz FOR o' AWAY BUILDING EXPOSURE BETWEEN 1-l0o FEET
NOTE: PERCENTAGE OF OPEN SPACE OUTSIDE OF
VALVE.
2. DUE TO REQUIRED DISTANCES FROM LOT LINES AND STRUCTURES AS REQUIRED BY THE
TRIP GENERATION CALCULATIONS
P=o FOR BUILDINGS RATED SPRINKLERED
ALL STORMWATER MANAGEMENT FACILITIES
UNDERGROUND PROPANE TANKS MAY BE PROHIBITED. THE BUILDER/DEVELOPER SHALL PLAN
TRIP GENERATION BASED ONITE TRIP GENERATION MANUAL (loTH EDITION)
5 o%REDUCTION IN NFF FOR AUTOMATIC SPRINKLERS
�
ACCORDINGLY.
52 SINGLE FAMILY ATTACHED UNITS - CODE 220
ADT: 381 VPD (lgo.5 ENTER/ 1go.5 EXIT)
AM PEAK: 24 VPH (6 ENTER/ 18 EXIT)
PM PEAK: 29 VPH (18 ENTER/ii EXIT)
STREAM BUFFERS, FLOODPLAIN, AND J. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM 774E MAIN TO THE STRUCTURE MUST
MANAGED/PRESERVED SLOPES =74%- HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT.
THIS AREA IS GREATER THAN THE REQUIRED 20%.
VICINITY-MMAP
SCALE: 1" = 2000
Sheet List Table
Sheet
Number
Sheet Title
i
COVER
2
EXISTING CONDITIONS
3
SITE LAYOUT
4
SITE LAYOUT
5
UTILITY PLAN
6
UTILITY PLAN
7
GRADING & DRAINAGE PLAN
8
GRADING & DRAINAGE PLAN
9
NOTES & DETAILS
io
UTILITY NOTES & DETAILS
11
ROAD AND WATERLINE PROFILES
12
SANITARY SEWER PROFILES
13
SANITARY SEWER PROFILES
14
DRAINAGE PROFILES
15
DRAINAGE PROFILES
3.6
DRAINAGE MAP
17
DRAINAGE CALCULATIONS
18
DRAINAGE CALCULATIONS
19
LANDSCAPING PLAN
20
LANDSCAPING PLAN
21
SIGHT DISTANCE PROFILES
22
SIGHT DISTANCE PROFILES
22 TOTAL NUMBER OF SHEETS
NOTE: IN ACCORDANCE WITH THE 2018 INTERNATIONAL 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
EXIS77NG CULVERT
EARTH DITCH
a
O
CULVERT
DRIVEWAY CULVERT
0
DROP INLET & STRUCTURE NO.
BENCH MARK
CURB
CLEARING LIMITS
O
CURB & GUTTER — — — —
—
PROPOSED PAVEMENT T
0
EC-3A DITCH
DEPTH OF EC-3A DITCH
EC-2 DITCH
DEPTH OF EC-2 DITCH
n+a EXISTING CONTOUR
2oa PROPOSED CONTOUR
240.55 VOOT STANDARD STOP SIGN
PROPOSED SPOT ELEVA77ON
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
FAP
SCOTT/R. CbLLINS'Z
No. 35791
p`S11/23/20
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SHEET NO.
3.
' y/ \ TMP 45-75 z z\NOTE: THE RWSA 12" WATER MAIN IN WOODBURN ROAD
f / / BE LEWIS A LIVING T UST i i� / HAS A HGL OF 795'. PRIVATE PRESSURE REDUCING SCOTT R. LLINStZ
DB 4RE 4I3 \ i - / / , VALVES SHALL BE USED AT THE SERVICE CONNECTIONS. u
: RES/DENT No. 35791 ,
RESIDEL / ,'
RURAL AREAS - ' / / '00 11/23/20
TMP 45-76B �� \ _ _ ��i i 4e Gv�
' JOHNSTON, JACOBA KAY w `i �� / TMP 45-82 - - / / / f I st°NAL E�
- - ; DB 3677 PC 444 /" / �: �` / NIF THIRD MESA, LLC j -
\ DB 5002 PC 606
U RURAL AR RESIDENTIAL / / / f
I � 5.�' ��w USE: ,VACANT
- - - / i /� 3 55 i - R6 RE - NTIAL f I
TMP 45-76 �6 / TMP 45-82A
- - - WEBE LEWIS A LIVING TRUST N/� L //F THIRD MESA LLC f / z
- - x /�'� 6'e - - - - DB 4841 PC 138
DB 4998 PC 441 f /
692 - - _ a , USE: VACANT
USE:;' RESIDENTIAL °�Sr
/ RURAL AREAS �� - - - - _� RESIDENTIAL oU
i / \ TREE LINE / - i / w N
.N �� i TMP 45-81 j M z
/ E STING F OPD � I � �
N R - �' (TYPICAL) EXISTING MIX OF EVERGREEN I U w
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ANT DDBtIROU CE `'/ \ I / .. & DECIDUOUS TREES TO / / w - - - - N/F THIRD MESA LL Ln w y
w0 E R 1Iw 5� / v DB 4841 PC 138 / z 0
i a6 EXISTING 012" BE REMOVED 1 o
E ISTINC; 12" C $T�� 40 pG n / CMP CULVERT / /
/
\ E: RESIDENTIAL / I
/ A 1 Y / V_ ESIDENT/AL / z
RWSA WATERLINE / YLLJ
TMP/45 76D £XfTINGTREEL EXISTING 12" O a z
BRANDY, JOHN E B ' - ! v EXISTI G 042" / i /� ,gam' - - / / " a z
/ i RWSA WATERLINE \ i / �/ U , N w
DB' 1628 PC 12Br ` , - CMP CULVERT i / /` / / �_ V A �, - _ / �/ o < aS
r /\ USE: VACANT e
V i �o TMP 45-85 z z
/ RURAL AREAS E / �9. / O
ryfi BERKMAR DEVELOPMENT, LLC e CONSTRUCTION m z z
EXISTING ENTRANCE H63R� s DB 5136 PG 015 _'MP 45-8g DEBRIS vA i / // / / L 0 z
TO BE REMOVED z 5'° o
- BEkAkAR DEVELOPMENT, _LL-C' , TO BE REMOVED MANAGE V \ \ // / r
U g
\WITH FINAL BUILD - B�5136 PC OYY i - // -' sso'zr / W a W uj
/ i SLOPES �, oq'E �" �/ / w
EXISTING WATER METER & i STOCKPILE / / 54. \\ / / / / a o
o A EXISTING, BOUNDARY - - �5 4t' _ - — - - - J / / j z
-SERVICE TO BE ABANDONED / 9�. ` i PIPE LINE TO E VACATED / / / 22•� / / / w O
i TO BE REMOVED \ p TREE LINE / _ ae - - 3�/- r m "'
BACK TO THE CORP STOP 1 / ASPHALT / TYPICAL r / / % - ' __ /�
TMP 45-76A / % fi \ / / A 7 % - 1 / / / w / w
ESTES, ISABEL T / LIMITS OF EXISTING
DB 308 PC 386 i/ �/ i i \ / - -548- - - / r \ / /- a - - - - - Cy1RB TO BE REMOVED
__—-.3E-- `
N i EXISTING/ - TMP 45-112F1 - - �� // /
USE: RESIDENTIAL � �� , �+ � �� �l / �or � - � r r �/ w
RURAL AREAS / / MANAGE BERKMA - DEVELOPMENT, LLC ��� / / / f / a, �� / SLOP S - - DB 5129 PC 602 TMP 45-112F2
' / a` IBERKMAR DEVELOPMENT, LLC d
CHAIN LINKS s EXISTING BOUNDARY CONSTRUCTION - \\ 5 - -
C a LINE To BE VACATED /� DEBRIS / - / I \ \ -
FENCE �v - ;��- - ��" DB 5129 PC 602 i
l' T� BE REMOVED /
TO 'BE REMOVED - - CHAIN LINK o� s v - /
— Off. ,yS� l g�x �x . .tea ry.y �x X.c% wL�f� —_
X FENCE / / \�� x-k r -z-- a. / r j/ 1
- tee- TO BE REMOVED - _ - " ' - , � h MANAGE RADIUS=576z52 /
5 � ^ EXISTING LENGTH-29331' r 1
5 DUMPSTE� EXISTING BOUNDARY \ '
_ �3$ fJ(LSTINICzBO__N SLOPES y / o o cv
R LINE TO BE VACATED i
/ EXISTING MIX OF EVERGREEN \ ) TO /BE REMOVED ( LINE TO BE VACATED / / N N N
\ / w o 0
- s - ` EXISTING 20' SANITARY
&DECIDUOUS TREES TO EXISTING CURBING �j SEWER EASEMENT00
BE REMOVED GRAVEL DRIVE MET�ERY / / - - - _
TQ BEREMOVED / DB.5232, PG.2432256 `T v °' r
FOR TURN LANE-MODFCATIONS
10'x32' f
TRAILERS x 2 \ � � / I / _------___
\ TO BE REMOVED CONCRETE / \ / 4 / \ \ - ' / / EXISTING FIRE HYDRANT TO
65'x9O' ? TO BE REMOVED / //A \ V , �— �2a I - - - BE REMOVED &REPLACED
X BUILDING / EXISTING MIX OF EVERGREEN
EXISTING ENTRANCE
// & DLu
ECIDUo D TREES To TO BE MODIFIED +� F -I / �
\ BE REMOVED -" - 'l /
TO BE REMOVE / I � CONCRETE �
C I - - \ 4�\BE REMO i �' F R NEW ACCESS TO DEVELOPMENT \ r
\ EXISTING HEADWALL FOR TWO (2) 024"
CONCRETE \\ MANAGE I \ % �� �l/ \ �� , RIP RAP > CULVERTS TO BE REMOVED. THE EASTERN M
37'x85' �\ TO BE EMOVED SLOPES V / / �o \ \ , �� Vv / CULVERT SHALL BE DEMOLISHED BACK TO THE O
BUILDING `1 A _ v / I �' V �l PROPERTY LINE, AND FILLED WITH FLOWABLE N
/ TO BE REMOVED \\ ° \ / \ FILL. THE WESTERN 024" CULVERT SHALL BE
CEMETERY V / A\ �� �l ]) I I / / \ v �4ti9e �� \ / / / MODIFIED TO HAVE A NEW UPLAND DOGHOUSE co
HEADWALL MH. BOTH 024" CULVERTS SHALL REMAIN
\ 47'x56'�, o��74 Q UNDER BERKMAR DRIVE.
BUILDING \ , \� / A \ Nss. \ v A.. 04� _� N
�APPROXIMATE TO BE REMOVED v� \ / A V z v �� e�m a ti� - O Q
�/ �/ �� � /� \ �� A / o� O
LOCATION OF WELL v V V A i A j Q�`� 18, N J
` PER DB 424 PG 152
TO BE REMOVED CONCRETE TMP 45-112E N
/' GRAVEL AREAV �� MCMAION, BRIAN J & STEPHEN Q W
r \ TO BE REMOVED f STORAGE / ��_ �\ K-VON ST (n
CHAIN LINK / CONTAINERS 1 (TYPICAL) I\\ �I / / / \\ / �Q� 1 4��� DB 1453 PC 367
/ TO BE REMOVED f v l a I\ 4 LJJ Z
�\ ZONING=HC -
-
TMP 45-84'& 45-84A2 FENCE / \ < \ /// o Quo �4��\���E j - -- USE: VACANT � J
ALBEMARLE SOCIETY FOR .THE ® TO BE R MOVED \ \ / J
\ \ ^ , , 1 \ \ / // / ��`� XISTING 30" DI �4\���
PREVENTION OF CRUELTY: TO �$ 31 x�34` _ \ / / / WOOD FENCE Q� �� i
ANIMALS, INC -_ � a- � � � � � � V A v / / � RWSAWATE�RLINE � -
� A � �i' V A \ � / j � BENCHMARK: - -
DB 2096 PC 111 _ _ _ \ DI RIM=518.87 Lu Z
BUILDING �6 �
11SE: VACANT '' s \
�O BE REM EXISTING MIX OF EVERGREEN 7 \
R6 RES%DL`N�fAL _ ` & DECIDUOUS TREES TO-X -!-/ \\ \ \ / / TMP 45 112F _ \ )-
r� _ - - _ , NIP FOUNDATIONS LLC / O
BE REMOVED \
GAL - -- \ \ / CIO FOUNDATIONS CHILD �\ h� �/" / J ��r1
- _ A / DEVELOPMENT v / r / CK � V
rtartxs8--w v T _ � l / � I l � �I
�J y DB 2834 PG 001 J / Q
TMP 45-86A- - b - - S ` I USE: DAYCARE CENTER � � � � � / LIMITS OF EXISTING
/ ALBEMARLE SOCIETY FOR THE R6 RESIDENTIAL / CURB TO BE REMOVED (�
PREVENTION OF CRUELTY TO
ANIMALS, INC
USE: OFFICE
_ 5 / / LL1
Lu
R,G RESIDENTIAL- r
F w
`
TMP 451Z
ul
WOOD, S-TUARD R. JR & ,!
= / TMP 45-86 / /_ , - - / / / MARGART E. LL Q
i / DB 4751 PC
C HC79
ALBEMARLE SOCIETY FOR THE - ' - - - / / / / /'I / Z N =
/ - - - - - / / �, USE: VACANT
PREVENTION OF CRUELTY TO � � -' / / / �` �
NOTES: - - - / / � \,,� r / , / / � cn
ANIMALS INC / - - - - - / / / / \ _ W
1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA MAP / DB 2096 PC 111 / , - - - - - - _ - - / //;j/
NUMBER 51003CO229D ADOPTED FEBRUARY 4, 2005. USE: KENNELS
2. TOPOGRAPHY PROVIDED BY ROUDABUSH & GALE, FIELD COLLECTED IN JUNE, 2018. - - - - - - - - - - i C1 COMMERCIAL Luo
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 Q
STEEP SLOPES ARE LABELED.
\ �z �/ // / i��-/ CD4. NO 100' WPO STREAM BUFFERS ARE LOCATED ON THIS PROPERTY. O
- _
/ / - z �� /
5. BUILDING OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN �
ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT.
ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM
ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL \ / / / i -- - \
REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3580 x131.
6. ALL EXISTING BUILDING WATER LINES FROM THE WELL AND EXISTING DRAIN LINES
- -- AND DRAIN FIELDS SHALL BE REMOVED IN ACCORDANCE WITH VDH GUIDELINES p w
AND REQUIREMENTS. - - / �'/ / j�Q / 0 x
7. ALL OF THE INDIVIDUAL INTERNAL PARCEL BOUNDARIES WILL BE VACATED WITHIN
THE PROJECT BOUNDARY. r - - - - - - - / / / / / / f / / / / / d / / / �����n� GRAPHIC. SCALE Ioa No.
- - 8. DRAINFIELDS EXIST ON THE PROPERTY FOR THE EXISTING STRUCTURES. THE ,I / / / / i / {/ j QJ�Q�4% / \ \ 182152
- - - _ q zo ao eo —teo
/ \
O
I D I IE I E EXISTING I IE L / / LOCATION OF THE RA NF LDS S UNKNOWN. THE EX S NG DRA NF LDS SHALL / SCALE
/
BE LOCATED AND ABANDONED DURING CONSTRUCTION IN ACCORDANCE WITH VDH � � / / - � � _
GUIDELINES AND REQUIREMENTS.
/ r
Q - FEET
( IN ET SHEET NO.
_ )
1 finch = 40 Et. 2
pp v LOT49 I..-) �� +-I- I L �� VVIInzur Il axe PROPOSED OPENSPAC7C RECREATION \ gPv; g°9• (1 D.B.—PG.-
1
INo PLANTIN65TRIP �24 CONCRETDSIDEWALK�DETAIL THISSHEET TOT LOT 0.3zgACRES FIELD \ �� ON�SE x5o y+y° zAlbemarle County
2' ENCROACHMENT 110' ^,IN FIC FI ct N 114 o z,S1S Sf OP N SPACE HEREBY j,B,85 sf PROPOSED VDOT f, FR y5 Public Road Acceptance Procedure ,TH OFF.
3 18 lull D ° LOT SEE SHEETS DEDI ATED TO THE HOA STD. CG-1z (TYP.) \� �� TMP 45-82
A- x 44 A FOR EQUIP. F ? x O
D ? ? ( D z o o "' DESIGN PROPOSED 6' o ° �, m N/F THIRD MESA LLC The processing and inspection of public roads is administered by VDOT. The County is not involved in O
z MAX. SETBACK - z °DI' * m m o PROPOSED STREET o ° F
5 LOT 48 rn E P E P ' NIA n PLANTING STRIP \ �� o A a ° ° this process until the road is ready for acceptance. When the road is ready for acceptance, provide the ✓
1 m — z MAX. SETBACK ^ SIGN (TYP.) \ xo o, N foHowin items to the Count SCOTT R. LLINSZ
N o PROPOSED VDOT i P _ Z 5 (6) PROPOSED ON -STREET �� g y. C)
2' ENCROACHMENT o_ STD. CG- D TYP. I 112' N W PARKING SPACES (8'x20') yy s U No. 35791
108' m j i n m + x \ o r, TM P 45 82A 1. Inspection Request and fee
i3 \ p 11/23/20 c
° W R LOT 43 7, °� 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�
m ° pT:10 5 + D a rn + - +5 PC \\ Fo smaller hoses or individual roads are recommended for acceptance.
c 1
v ID j> 3 PROPOSED WALL r 24 6 \ P` P s G
b z N �, - N •` EC, z5' MAX. SETBACK o sIONAL ER
LOT 47 m °- I - ct a o MAX. HEIGHT=3' o - N PROPOSED SIGN (TYP.) `� ONq / r 2. As -built plan approved by VDOT, and copies of all recorded drainage easements, sight easements, and
PROPOSED STOP SIGN (TYP. R ^ + a N FR f o r \\ right-of-way plats. Plats should be copies of the actual recorded documents from the Clerk's office.
1' ENCROACHMENT 1, to O \
v'o. _ 0) ° - a _ _ _ - - - - 14+0 �� \ 5 o, LQT z4 \ An as -built plan prepared in accordance with the County's As -Built Road Plan Policy is required. VDOT does not
TBAC�12' - cio S a `+ 5 - - - - = --- m "` ° \ ��'` PROPOSED NO PARKING SIGN(TYP.)always follow this paperwork or policy, but for bond releases, especially where VDOT has not yet acceptedthe road,
1 T SE - - N •---:-•- DISTANCE=z8o' 1 + \ N
°C o L FRON _ •�- N , - - N 3 5 - \ y Z o, 1 \N the minimum requirements of this policy must be met, if only to ensure that all improvements are. in right-of-way and
o�1 H PROPOSED DRY CURB + 0 3 A - m °? J.0 R ��, G ,- 212 \ \\ \ PROPOSED WALL easements.
a PROP05ED VID 1z 5 oo'R
°o �j 91 • o SEE DETAIL SHEET g ro �. rL a - -13+00 -. - y �" \ - `-PROPOSED STREET SIGN (TYP.) MAX. HEIGHT=z' 3. Written documentation of acceptance from VDOT for the entire roadway or for completed items.
STD. CG-1z (TYP.) _ _ p Formally, this is sent directly to the county on an AM-4.3 from VDOT, when VDOT requests that the Board of
C: 10+11. 6 - T. — — — — — , I 1� �. • No'` •% \
- - - - - - - 300'R �z+pOT` 1" 3o \ \ \ I �t - G� o, LOT: mr o" \ � Supervisors pass a resolution of acceptance. After the resolution of acceptance is sent to VDOT, it is usually about six
r • - 11 \ T+ Z o \ weeks before actual acceptance takes place, and VDOT issues a formal memo to the county with the road additions and w
34. z8 ..
33S`R o 11+50 SW EPE STREET n 34r z8 \\ \R� J ti F �o_ e / ✓ new route numbers. This final notification is needed for bond release. For partial bond releases prior to this, some �
I ,+ ,. a1g`- - _ - _ _ PROPOSED VDOT a k 21 \ - correspondence from VDOT for items inspected and approved is necessary. This is usually in the forth of letters C)
20+00 1O+5o PROPOSED STREET SIGN(.
20r L. CG-9D (TYP.) II u� `',.p',C` _ approving compaction reports, CBR's; pavement cores, pipe video, or other items where partial release is sought. A U
•r. ,- (' D. ° �� 3g - VARIABLE WIDTH j' li (TYP.) 11 x `� \ 1'ENCROACHMENT/ final unchlistinsectionreortfromVDOTcanbeusedfora partial bond ifoutstandi items are not LU m
_ o ¢\ 18' WALL AND P P P P Y U z
VDOT STANDARD o - - 34 33 T ETBA�K WALL AND MAINTENANCE ROPOSED NO PARKING SIGN (TYP.) zo' c2o' o� \\ '� LOT z6 \ \ too broad. If the punchlist is not official, and only a Courtesy review, it carries much less weight. In any case, if there w
AINTENANCE EASEMENT to
TYPE3BARRICADE cd. z8° za Jr RQ - EASEMENT ` 00 -\ \ are problems meeting the eligibility oroccupancymrnimums, and itisnot known how long improvementsmaysit, or w
`o — zo' _ .0'xzo (MINJ x y' \ \ N D.B. PG.
_ D.B. PG. need replacement, partial releases may not be possible. z
(2) FUTURE ON -STREET PARKING S' ° — a_ - PROPOSED & PORCH I (TYP.) _ zoxzo (MIN.) GARAGE QT'• \ _ \ v1� '0
SPACES (8'x2o')SPACESSHALL BE - I N (MIN.) (MINJ GARAGE 1 lltz__ v Z o_ g Lu
Lu
H v 20' 3' CONCRETE SIDEWALK (TYP.) zoxzo' NI GARAGE GARAGE PROPOSED NO PARKING SIGN (TYP.) . ' V' 'r, R J -i17 ION \ Even if a band release is not requested an inspection from the County is required for any County items, w z
STRIPED OUT AS SHOWN UNTIL 0- r - (TYP J 4 _ 2t xzo' zo'xz0' (MIN.) ~' VAR. WIDTH WALL AND r R W R - \ _- G S� RPT PROPOSED WALL such as the street name signs, and any sidewalks or amenities that the County required but VDOT will not z N Q
STREET IS EXTENDED INTO THE xzo' xzo' 20'x20' 2ox�' (MIN.) (MIN.) GARAGE I e �'. 1JII DEN MAX. HEIGHT=6' maintain. This final inspection b the Count must be performed before the road can be recommended to Z 0 z w
ADJACENT PROPERTY \ zoxzo' zo zo I (FAI I I GARAGE GARAGE MAINTENANCE EASEMENT Z 20 i \ the Board of Supervisors for a resolution of public acceptance. County bond releases (Or partial releases) O z ¢ z
(MIN (MIN.) (MIN.) I LOT 1 -
GARAGE o D.B.PG. 3
GARAGE GARAGE I GARAGE I I03 N LOT 3z h 11 + I \\ will be considered on public roads for all portions approved by VDOT. In addition to 1-3 above, the u LL N z
PROPOSED NO GARAGE o w 1 v N D o following items are required to be submitted for bond releases to be considered: H to a'
r LOT 33 1 0 l3 _ x \ g 4 w a °S
PROPOSED WALL Z �(�/�
PARKING SIGN (TYP.) n I U LOT m ° �I N' �; z o LOT 27
\ I LOT ZI 34 MAX. HEIGHT=4' h m \ 4. Si ed and sealed letter from a rofessional en neer listin and cert that com leted zz z
PROPOSED VDOT o 35 IGv 1 N u I r^ o g° P gg P H z
N LOT N LOT 36 I i ENCROACHMENT co w - n I \ I im improvements are built according to lan. COr0
STD. CG-gD (TYP.), LOT 1 0 N LOT 39 NI LOT 38 37 n 10 ) o_ � z4' I � P g P z
\ \ 0 4 N LOT 40 .+ I .x m 1 II Z C F _ Please do rot e-mail or fax copies of this letter. An original signature and certifying seal are required. Please do not > > Ut U g
LOT 42 0 D 1 10, 10 DECK / 11 ¢ II I G ^ 113' \ use qualifying statements such as "it appeared", or "to the best of my knowledge", or "generally in accord". � J w o_
VARIABLE WIDTH I I I 10' DECK / " W a -+
DECK - �^ u8' M IN. o Improvements were either built to plan, or they were not. As -built measurements, construction inspections, and other F � w
WALL AND MAINTENANCE D DECK _ > - x N
1°� --1 / D Z N o � field verifications should be cited and included. Tolerances should be noted. The items not built according to plan z Q a
EASEMENT 10' I VAR. WIDTH LANDSCAPE (TYP•) �� 4 LOTz8 I N .. p
\ 10' DECK p r J II = I JP E •- oo p A most be listed, with explanations. Deviation in pavement materials and thicknesses must be listed. If street trees or W
\ D.B. PG. \ 10, I 1°� K DECK I Z� MAINTENANCE EASEMENT 1 t_7 I o m \ sidewalks, or other items were moved, or added, this should be noted. If drainage changed, by addition or deletion of m in
,-B
DEC D.B.PG 48' o° I \ culverts, inlets, or re -air ants of i es or des, tivs should be verified b revised computations utations and attached to the a >
\ \ VAR. WIDTH LANDSCAPE 10 DECK DECK+ I ! P P gm Y P Lu w
> MAINTENANCE EASEMENT \ DECK DECK DECK � L � I � 8' � ,ryy I 11 m \ letter. If there are outstanding items or omissions, these should be listed. Graphics are helpful. In short, please provide w d
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ OPEN SPACE B EASEMENT ° ' -i D" ° 4-1 more astatement ofopinion orassurance. Please demonstrate that theur rovementsand constructionhave been a
D.B. PG. 1'ENCROACHMENT- 3-4 Z8 0.399ACRE5 DBHTDIS�ANCE ill I �11 -<o v�Zo LOTzg 1> \\ mvestigatedanddocumentedandarecer[ifiedindeail,andcountystaffwillnotbenthepositionof W
\ 2o'REA SETBACK - _ _ _ _ _ _
discovering discrepancies and deficiencies in the field.
OPEN SPACE HEREBY N t^ m o \ 5. Certificate of Completion t>LI
TM P 45-86 z z8 �,_ _ _ _ 35 DEDICATED TO THE HOA PRC: 1y+6 II ' I \ \ Sy This form must be received for release of a bond. It is available on the county website. In the case of reductions, a
ALBEMARLE SOCIETY FOR 31' S43° 31' 13.g8"W 1g4.83' 34' 28' 12, S 8J \ \ o° � letter listing the outstanding items that need to be completed before signing the certification is acceptable. It must be
PROPOSED WALL M ATC H L I N E S E E S H E ET ��9 i 1• ^\ signed by the owner. This form says all subdivision improvements have been completed. It also says that all
THE PREVENTION OF CRUELTY VARIABLE WIDTH WALL AND 4 �° \� °� construction conforms to approved plans and any discrepancies have been approved by the County. Thismeanstheas-
MAX. HEIGHT=S'
MAINTENANCE EASEMENT S65° O N 6 built plans have been approved by VDOT, and they have agreed to any discrepancies, which should be documented in
TO ANIMALS, INC. VAR. WIDTH LANDSCAPE 30, o D" o LOT 3o a
D.B. PG. 56. PROPOSED5' w ;o N F acceptance correspondence orpunchlists.
AINTENANCE EASEMENT 34 + D Z N PROPOSED G PORCH & s
D.B. PG. w�66,� CONCRETE SIDEWALK i r I I n m 0 3' CONCRETE SIDEWALK (TYP. s _
NOTES: /0 _ _ ) o
1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE PROPOSED VDOT VI _ 12J- — OPEN SPACE A w o 0 0
BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED STD. CG-6 (TYP.) ?. V I o.608 ACRES
ENGINEERED DESIGN. i
EXISTING TREE LIMITS (TYP. � OPEN SPACE HEREBY
PROPOSED 6' DEDICATED TO THE HOA
�M
2. ALL OPEN SPACES ARE HEREBY DEDICATED TO THE HOA. �I PLANTING STRIP
PROPOSED NO PARKING SIGN (TYP. II
3. ALL NEW PUBLIC STREET RIGHT OF WAY SHOWN HEREON ARE HEREBY DEDICATED
TO THE COUNTY FOR PUBLIC USE WITH THE SUBDIVISION PLAT. \ PROPOSEDS'
4. MAINTENANCE OF ALL STREET TREES AND THE PEDESTRIAN CROSSWALKS SHALL BE CONCRETE SIDEWALK 00 11 °
+ PROPOSED NO PARKING SIGN (TYP.) o
THE RESPONSIBILITY OF THE HOA. EXISTING ACCESS EASEMENT j .;�z
5. ACCORDING TO THE CODE OF VIRGINIA, SECTION 57-27.1, OWNERS OF PRIVATE - FORTMP45-212F z°+8 PROPOSED SWIM
DB 2834, PG.1
PROPERTY ON WHICH A CEMETERY IS LOCATED SHALL ALLOW INGRESS AND EGRESS TMP 45-112F r FACILITY
TO THE CEMETERY BY 1 FAMILY MEMBERS OR DESCENDANTS OF DECEASED EASEMENT BE FIN
O N/F FOUNDATION LLC AND EXPANDED WITH FINAL
PERSONS BURIED THERE ii ANY CEMETERY PLOT OWNER iii ANY PERSON SUBDIVISION PLAT! .' N I ROPOSED SPEED LIMIT SIGN
O ( ) C/O FOUNDATIONS CHILD w
ENGAGING IN GENEALOGY RESEARCH, WHO HAS GIVEN REASONABLE NOTICE TO DEVELOPMENT D.B_PG.
THE OWNER OF RECORD OR TO THE OCCUPANT OF THE PROPERTY OR BOTH. S, BUMPER Bloc; ° �„ I PROPOSED PEDESTRIAN
3 \
-- �u = CROSSWALK STRIPINGey, \
2' STRIPING TO PROVIDE 24' DRIVE + n
PROPOSED VDOT W
AISLE AND 18' PARKING SPACES STD. CG-12 (TYP.) SIGHT DISTANCE
Berkmar Overlook \ I CONNECT TO EXISTING °emu t ,
Miracle Recreation Proposal A PARKING LOT CURB & GUTTER Z 2 Q DAB.—PG.-
-2
52R m<_ - A
EXISTING PARKING LOT SIGHT DISTANCE 3a FIC FIC L_zg3,31�
T \ EASEMENTZ- - :- .-
ETAPER -- - -
CONCRETE PAD WITH DUMPSTER TIE-IN PROPOSED 5' CONCRETE r ° ROPOSED STREET SIGN 12
100' RIGHTTUR _
SIDEWALK TO EXISTING S� ALK o (TYP.) 12 - ITT v]
- -
— --
EXISTING 5' CONCRETE SIDEWALK —
e PROPOSED STOP SIGN (TYP.)_ -
h`N 00 m DRIVE ,z
---
4mirade
BENCH CONTE IP6y1 &KITING
MFIF"DOD30
Site Concepts L.L.C.
Po Is. 235 PHONE
Berkmar Overlook - Proposal A
Charlottesville, VA
TMBERCPEMNG
dJ09R
RISK M4NAGEMENr SIGN-ENC,nSH
Te>
R0098_44068930574
COMPLIES TO ASTWCPSC
EMBER 3PENING
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MIRACIETMBERS
G 12R
anKcHcosrrMPCI, 83M1 MO
MRP03030
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le
y sign or
3dr eaC
into=
and
W
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SIGN,I DI�'l n��
m BEROUTE 1403
-STATE_ —
PROPOSED MILL &OVERLAY. -
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- _ SEE DETAIL, SHEET g. -------
t4EST
I IC -fo NEAREoT INTERSECT ONEAR16o,
4 �)
p15TA
INTERSECTION =35
-
�"' IN SITE BENCH DETAIL
(PER MIRACLE RECREATION) 1'
PORCHI
A ^ G —{ DECK/
i PATIO
PORTABLE iiiii1 b P r c x I
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GARAGE
20'X20' PORCH
MIN.
20.7'
DRIVEWAY
18' MIN.
I
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DRIVEWAY
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TYPICAL UNIT LAYOUT W1 DRIVEWAY
(N.T.S.)
LOT
NUMBER
LOT
AREA SF
LOT
AREA AC
1
3,703
0.085
2
3,093
0.071
3
3,920
0.090
4
3,615
0.083
5
3,311
0.076
6
4,574
0.105
7
4,182
0.096
8
3,267
0.075
9
3,136
0.072
10
3,136
0.072
11
3,877
0.089
12
4,051
0.093
13
3,180
0.073
14
3,093
0.071
15
3,093
0.071
16
3,180
0.073
17
4,269
0.098
18
4,051
0.093
19
3,223
0.074
20
3,136
0.072
21
3,136
0.072
22
3,223
0.074
23
5,314
0.122
24
4,312
0.099
25
1 3,180
0.073
26
1 4,051
0.093
LOT
NUMBER
LOT
AREA SF
LOT
AREA AC
27
4,704
0.108
28
3,180
0.073
29
3,267
0.075
30
4,138
0.095
31
4,269
0.098
32
3,093
0.071
33
3,223
0.074
34
4,008
0.092
35
4,269
0.098
36
3,485
0.080
37
3,311
0.076
38
3,833
0.088
39
3,790
0.087
40
3,093
0.071
41
3,049
0.070
42
5,532
0.127
43
3,833
0.088
44
3,180
0.073
45
3,223
0.074
46
4,095
0.094
47
3,920
0.090
48
3,049
0.070
49
3,093
0.071
50
3,136
0.072
51
1 3,180
0.073
52
1 3,790
0.087
WIRI91ZICFMBLrir/atilt 7U0
0
TM P 45-81
N/F THIRD MESA LLC
EXISTING 2o' SANITARY
SEWER EASEMENT
DB.5232, PG.243-256
APHIC SCALE
( IN FEET )
1 inch = 30 ft.
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JOB NO.
182152
SCALE
III _ 301
SHEET NO.
3
3/1G" STEEL PLATE WELDED
TO P05T & GROUND SMOOTH
VAR \ . WIDTH LANDSCAPE
AINTENANCEEASEMENT
_ D. B._PG.
PROPOSED MILL & OVERLAY.
SEE DETAIL SHEET STEEL POST- GAPANTIEDDWITH
1
-_ w g' / 2 GOATS OF PRIMER U SIC R. Ctl)- INS'Z
zz' EMERGENCY AND INSIGNIA YELLOW
U No. 35791
N58°z \ b ACCESS EASEMENT �\ O '4 11
ria < < < 5 45.i4"E `� D.B.PG. 3/4' DIA. STEEL PIN W/ HEAD ,po /23/20 c
SlGM 6 6i' w l T ASS
ST W/ 3/8' DIA. HOLE FOR M '`'
PROPOSED REMOVABLE STEEL BOLLARDS.
I LOCK
LOCK ION
g01 S SEE DETAIL, THIS SHEET. BOLLARDS TO �\ / FINISH SURFACE
G _ 32 z�, BE INSTALLED AT BOTH ENDS OF ACCESS ESMT / _
(6) TOTAL BOLLARDS (AS SHOWN) \ O
NOTE: BOLLARDS TO BE INSTALLED zo PLANTING &/ -
1' NCROACHMEN y < < 6' O.C. MAX. LANDSCAPING B FER '
p� < nR . j 3" DIA- GALVANIZED _
�/ LOT 6 \ ' _ VAR. WIDTH LANDSCAPE / / -UND.
T Q
AINTENANCE EASEMENT PORTIONCPAINT BSAME OVE AS POST)
IT
< < Sl N6� \� D.B. PG. / z
+ N
97
4' ENCROACHMENT p�'� �4' 0+\�1�4. \ / gNCf, 90" 9/So' / - - CONCRETE FOOTING
OPEN SPACE F zz ' ` O
y° C� LOT GP 3�, o.u6 ACRES 3/1G" STEEL PLATE WELDED w
60
o S a - , TO SLEEVE 12" 7)
_ O F ° OPEN SPACE HEREBY �__ - 4 v
' ° _ /P. _ N63° z HIGH AMERISTAR B CK SECURITY FENCING W
o, °9 .tG Q'� - ' / --. \ F/P/ DEDICATED TO THE ,, C` 4g, ��zpz ; - oo / (MAJESTIC - AEGIS PL ) WITH SWFNG GATES NOTE: DRILL A 13/1G' DIA- HOLE THRU g
r o ��'
' ti P� - ki 0i OF ° 8 z6 I� / BOTH THE POST AND SLEEVE FOR Lu
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9TV J 9 �F OPEN SPACE HEREBY /6 P < <
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PLANTING STRIP �� r1./ OF $ DEDICATED TO THE HOA ��oy p m z
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yw� N i o. PROPOSED 6' PORCH & LOT 1
PROPOSED VDOT-• 'p. � 9 4, � I \
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30, \ / 25= GARAGE O
0.4a5 ACRES CEMETARY \ PARKING SIGN TYP. I PROPOSED VDOT _Z M F
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555°z8'zO w DEDICATED TO THE HOA (z) PARKING PACE (8x zo) STDPCOGaDZ (TDYP \ EMETIA Y PARKING SPACE (89xzo') _ i 16 z8` z8m~T BgCK G9 �o
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o_ i- AI 1 , -.(k) PROPOSED ON-STREETSJQ •
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0 -- — 0 PROPOSED6' \\PLANTING STRIP \ \ N
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D ST CG 6
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TMP 45 86A LOT 5o tn� n- - � s D \ \
ALBEMARLE SOCIETY FOR \ ,o Q ao - O 116' \ qN sTgN F /
m Z PROPOSED U PORCH & VAR. WIDTH LANDSCAPE \\(�\ �F tx VDOT STANDARD Q w
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-RIW .N �m m` o LOT45 ry z°�1 \ PROPOSED P9GJ / VAR. WIDTH LANDSCAPE LLl
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y LOT49 +- PROPOSED OPEN SPACE C \\RECREATION �� �gPL, g9 D.B.PG. J_
\ ry o PROPOSED6' - 11 PROPOSEDS' DEAILTHISSHEET TOT LOT o. z ACRES \ J
1,5155f OF NSPACEHEREBY \ FIELD
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44 m m FOR EQUIP. \\\k 2p. x T W
D? o_ o o I DESIGN PROPOSED 6' o W a P N \ ---
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25' MAX. SETBACK 48 PROPOSED VDOT E�P m m of PROPOSED STREET o \ ° A a C- -- � Ll
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z' ENCROAC 1MENT �_ STD. CG-gD (TYP.) d P uz' N m PARKING SPACES (8'xzo')
" - I m 7c n m rn \ xao1 \ ,, o / \\ TMP 45-82A
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PROPOSED STOP SIGN (TYP.
Z° o - 'FRONT 5ETB , — `+ 5 - - - - TANCE=z8 - - - o RO
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o _ + - o� DIS 0' r^ 13+5 \\ �11 Z N POSED NO PARKING SIGN (TYP.
N N. PROPOSED DRY CURB' + 0 1 +oo , 0 n \ o, \ a LLI w
m m ~ PROPOSED VDOT iz 6 3oo'R — A __ m a. - zoo'R \ m- yz \ \ \ I-
\ SEE DETAIL SHEETg ro a a - - +_I-- - -13+o0 - - 1 \ ?� PROPOSED STREET SIGN (TYP.) MAX PROPOSED
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PROPOSED NO PARKING SIGN, \ 0 - � 3,4 : • ' T ETBA , WALL AND MAINTENANCE zo'xzo' 1 II I \ LOT z6 \
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TYPE BARRICADE cw . z8' z&' RO EASEMENT _, - go MAINTENANCE EASEME
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5' ( ) (MIN.) (MIN.) GARAGE 1 h \ P 2 0
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\ SPACES (8'x20')SPACES SHALL BE z0' 3' CONCRETE SIDEWALK (TYP. zo'xzo' n', GARAGE PROPOSED NO PARKING SIGN TYP. a, �� i17 N
o_ co I GARAGE ( ) ;
\ STRIPED OUTAS SHOWN UNTIL (TYPJ i zc�'xzo' zo'xzo' (MIN.) I `'' IIN � � pp,R�O� \ PROPOSED WALL
TMP 45-86 STREET IS EXTENDED INTO THE 20'x20' MIN.) (MIN.) VAR. WDTH WALL AND r c \NG Si Lu
ALBEMARLE SOCIETY FOR (t�Irrr- (MiN) (MIN. (
ADJACENT PROPERTY \ zo'xzo' jMIN7 GARAGE GARAGE GARAGE MAINTENANCE EASEMENT MAX. HEIGHT=6'
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THE PREVENTION OF CRUELTY (MIN.) GARAGE GARAGE GARAGE I IW \
PROPOSED NO GARAGE C LOT 32 °o ` ➢ ++ - D 3 x I \ \ \ Q
TO ANIMALS, INC. \, LOT33 PROPOSED WALL z �1
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PROPOSED VDOT Co ry 35 IGII N u I m o CJ
N N LOT LOT36 I i ENCROACHMENT co Iw n _ \CD
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STD. CG-gD(TYP.) \ o LOT41 �LOT4o �LOT39 I I LOT38 37 m z
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WALL AND MAINTENANCE I I I y DECK DECK `s i8 MIN. x N
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S6 PROPOSED n > _
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4^ 5 D Z N PROPOSED 6' PORCH &
D.B PG wzb8)O~CONCRETE SIDEWALK I h III NI m 3' CONCRETE SIDEWALK (TYP.
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JOB NO.
182152
SCALE
III _301
SHEET NO.
4
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8" G.V. & PLUG
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\ \ REQUIRED AT THE TIME OF THE CASING >
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/ INSTALLATION & OFF -SITE SANITARY SEWER
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I \ \ CONTACTED 3 BUSINESS DAYS IN ADVANCE OF
/ - CONTRACTOR TO REMOVE AND \ THE CASING INSTALLATION AND SHALL BE
/ REPLACE EXISTING FIRE HYDRANT N w PRESENT DURING THE CASING INSTALLATION.
t o o C3
= N N N
-- _ -
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PROPOSED BORE LAUNC PIT _ __--1---- so+oo
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.� •;- � FROM THE EXISTING RWSA 11+00--
LINE
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LF OF 24" STEEL CASING PIPE (o.5o" MIN - CV
WALL THICKNESS) W/ 8" RESTRAINED
JOINT D.I. CARRIER PIPE.
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--- --- I PROPOSED BORE RECEIVE PIT E "' N z
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N TIE -INTO EXISTING IN FEET) o
SANITARYEWER MANHOLE 1 inch = 30 It
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SCOTT R. LLINS
PROPOSED WATER — - ED YSWER E b
— PROPOSED zo' PUBLIC `---- 4 \ PROPOS SANITAR \ \ / U No 35791
SERVICE LATERAL (TYP.) _ _ —
I TILITY EASEMENT LOT 31 SERVICE LATERAL (TYP.)
11/23/20
SANITARY SEW R EASEMENT I D B PG I LOT 32 11 - 1\ \;I \ o��SSIONAL E�Gl
NOTE: LOT 38 SHALL REQUIRE I LOT II XOTES:
D.B.PG. 33 LOT 2 \ \
ATRAFFIC-RATED METER BOX LOT LOT ` I 7 \ \-_
\� PROPOSED SANITARY SEWER I 35 I 3 '> I v I i. EE SANITARY SEWER AND WATER LINE PROFILES FOR ADD1_ I"O AL INFORMATION.
SERVICE LATERAL (TYP.) LOT 39 LOT 38 LOT 37 LOT 36 I I ) I \
\ LOT 43. LOT 40 � � _
LOT � 2 I I ROPOSED fi" CL. 5z DI WATERLINE - \ z. SANITARY SEWER AND WATER LINES TO BE INSTALLED IN ACCORDANCE WITH ACSA
GENERAL WATER AND SEWER SPECIFICATIONS.
LOT 28 I I \\ 3. WATER LINE SHALL BE DUCTILE IRON CLASS 5z. z
o° PROPOSED zo' PUBLIC I g
+ Y RFORM TEST PITS TO VERIFY HORIZONTAL AND VERTICAL LOCATION PIPE SIZE
\ L = N UTILITY EASEMENT
_ p l I AND�MATERIAL OF EXISTING WATERLINE -COORDINATE TEST PITS WITH VDOT & O
I D.B.PG. D S u cn
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- - - - - - - I; THE CSA. CONTRACTOR SHALL PROVIDE ALL NECESSARY CONTROL INLU
_ — (PROPOSED FIRE HYDRANT I LOT 29 I ACCOOANCE WITH VDOT STANDARDS, THE MUTCD, AND VA WORK PROTECTION V w
ASSEMBLYw/ 6"x6"TEE ' I I I MANUA CONTRACTOR SHALL GENERATE TRAFFIC CONTROL PLAN AS NECESSARY w
- - - - - - 3 AND OBTAIN VDOT LAND USE PERMIT TO PERFORM WORK IN VDOT R/W. TEST PITS z o
MATCHLINE - SEE SHEET 6 '- HALL BE �ERFORMED AND TEST PIT INFORMATION SHALL BE PROVIDED TO ACSA 'w :5 Lu
\ IOR TO ORDERING ANY PIPING MATERIALS. V, Luzz
PRIVATE PRESSURE REDUCING VALVES WILL ■ ■ ■ PROPOSED WATER LOT O I \ z �^ o w
SERVICE LATERAL (TYP.) 3 I I o Lu
BE REQUIRED TTHE SERVICE CONNECTIONS. -6 \ < a z
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wm "' > > z
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� \ OTE: THE FRONT OF THE BORE PIT WILL NEED TO BE SHORED. a >
30 0 15 30 fio 120 - - \ WSA WILL NEED TO REVIEW SHORING PLANS FROM A LICENSED "' ', W
NOTE: THE 30"RWSA WATERLINE MUST BE SUPPORTED & PROTECTED DURIN \ EOTECHNICAL ENGINEER a DAYS PRIOR TO BORING ACTIVITIES. Q
THE EXCAVATION FOR THE PROPOSED 8" DIP SANITARY SEWER LIN TEST PITS OF THE EXISTING WATERLINES WILL BE Lu
( IN FEET ) � - 1
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SCALE
111- 301
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\\ TIE -INTO EXISTING Cl WATERLINE
by
r WITH PROPOSED 12
"1 T.S. & V. /
H OF �
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U No. 35791 b
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EXISTING iz" CAST IRON
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PROPOSED zo' PUBLIC \
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1. CONTRACTOR SHALL COORDINATE WITH RWSA AND ACSA DURING CONSTRUCTION OFTHE CONNECTION TO THE EXISTING RWSA Iz" WATERLINE. g
PROPOSED FIRE / / / \ / CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT THE RWSA iz" WATERLINE DURING CONSTRUCTION. 0
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HYDRANT ASSEMBLY / ROPOSED 8" zz.5° BEND W z. CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION, THE OUTSIDE DIAMETER AND THE PIPE MATERIAL OF THE -2" WATERLINE w
LOT S / 3 % 1 PRIOR TO ORDERING THE TAPPING SLEEVE. RWSA SHALL BE CONTACTED 3 BUSINESS DAYS IN ADVANCE OF THE TEST PIT AND SHALL BE PRESENT :3
U
DURING THE TEST PIT. THE TAPPING SLEEVE SHALL BE APPROVED BY RWSA PRIOR TO BEING ORDERED. THE TAPPING CONTRACTOR SHALL BE w
APPROVED BY RWSA PRIOR TO THE TAP. g
LOT LF ; // \0N sT���Bzi 3. A MINIMUM OF 3 BUSINESS DAYS' NOTICE SHALL BE GIVEN PRIOR TO INSTALLATION OF THE TAPPING SLEEVE. THE -2"1 TAPPING SLEEVE AND VALVE ''ww a Lu
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1 ` PROPOSED 8" CL. 52 DI WATERLINE 'O �1� �N �Q SHALL BE INSTALLED PLUMB. FOLLOWING THE PLACEMENT OF THE i2"X8" TAPPING SLEEVE, A CONCRETE PAD AND THRUST BLOCK SHALL BE PLACED V/ z LL
/ \ / LOT \ ��IY hOjj1� AjJ w UNDER AND BEHIND THE TAPPING SLEEVE. Z o z
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PROPOSED io' PRIVATE 2x PROPOSED BLACK DECORATIVE o N
j / - - PROPOSED WATER \ w o o Cl
SANITARY SEWER EASEMENT, FENCE WITH GATE AROUND CEMETARY
\ D.B. PG. EXISTING L r SERVICE LATERAL (TYP.) \
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j D.B.PG. H
�� ---_ PROPOSED BLACK DECOR ATIV \ ---
�FENCEWITHGATEAROUNDCEMETARY LOT 2 I 7+76� E )IRE STREET I M16 O+ o
- 5 — p BLIR� \ _
P M
^^ D.BLOT 21 \\ y \ w ` ICY) . N
NOTE: LOT 20 SHALL REQUIRE _
\ PROPOSED 8"x8"TEE- I - 21 A TRAFFIC -RATED METER BOX co
\ \ I LOT Sl PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT \z \ LOT 22 \ �t
\ \ G.V. / \ A SEMBLY w/ 8"x6" TEE — _ I� ASSEMBLY w/ 8"x6"TEE Sx°o\ \ ✓/ \ \ i Z
LOT 46 I A �\ a) Q
\i V LOT 23 1
\ cN�I � LOT o � _'; � — — — . - s � / �( /
\, S PROPOSED 8" CL. 52 DI WATERLINE W Q LJ,J
V
LOT 45 W �
PROPOSED BLACK DECORATIVE / PROPOSEDTYPEA (n
l o FENCE WITH z GATES
LOT49� \ \ / BLOW -OFF ASSEMBLY ; J
i
\ PROPOSED 8" CL. 52 DI WATERLINE
\ I I I I OT 44 PROPOSED F � U) Z Z
\� C 8"x8" CROSS o
LOT 8 w+ jI &(4)-B"G.V. .. oo / \\ _ 0
LLLL J
\ 4 15k •� / \ \ EXISTING iz" CAST IRON o
I p P I PROPOSED FIRE HYDRANT RWSAWATERLINE
'3 LQT-43� ASSEMBLY w/ 8"x6"TEE
I I LOT 47 \ I I _ PROPOSED 8" CL. 5z DI WATERLINE ' / / ROPOSED 8" CL. 5z DI WATERLINE
�,I \ O
VY _
1\ PROPOSED FIRE HYDRANT I / / w U O
ASSEMBLY w/8"x6"TEE _ — - _ �-- - � `• .- WEDE TREET +p0 r � � - LOTz \ Y J ~
— - \
\ �- : (54 PUBLIC RAW) PROPOSED 8"x6"REDUCER �- �a �\ �
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w
\ PROPOSED 8" CL. 52 DI WATERLINE v I zz}pO ' W r LOT 25 ul U)
-
I uj0� _ — -
\m7 III
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Q
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4 & (2) 8" G.V. \
\PROPOSED S 5 — - - — — P \ C/)
8" G.V. & PLUG 1 I 1 1 Lu
PROPOSED WATER ' 1 \� '
SERVICE LATERAL (TYP.) — �i — PROPOSED 2o' PUBLIC
PROPOSED SANITARY SE EWER \ \ LL.I
I I p SERVICE LATERAL (TYP.) \
TLTYEASEMENT
PROPOSED z.o' PRIVATE D B PG.I LOT 2 LOT 31 )
SANITARY SEWER EASEMENT NOTE: LOT38 SHALL REQUIRE LOT 33 3 I� �\ �� \
\� PROPOSED SANITARY SEWER I I ATRAFFIC-RATED METER BOX I LOT 3 I I LOT 27 \\ \ C)
SERVICE LATERALLOT i LOT o LOT 39 I LOT 38 LOT 37 LOT 36 LOT 35 III j 3 I I I I I \ I u C\I
CCD
\ LOT 2 4 4 I I I PROPOSED 6" CL. 52 DI WATERLINE \
LOT 28 I I \\ \
PROPOSED zo' PUBLIC
UTILITY EASEMENT \
_ -
GRAPHIC, SCALE � �PROPOSEDFIREHYDRANT :. .' I I D.B.PG. I \
\ II
— _ _ _ LOT 29 A
ASSEMBLYw/6 x6 TEE _, I I \
30 0 15 30 60 120
MATCHLINE - SEE SHEET
( IN FEET X NOTE PRIVATE PRESSURE REDUCING VALVES WILL ■ ■ ■ ■ PROPOSED WATER
1 inch 30 fL BE REQUIRED AT THE SERVICE CONNECTIONS. SERVICE LATERAL(TYP.) LOT 30
I
w
a
Ln
JOB NO.
182152
SCALE —
III = 30 1
SHEET NO.
6
.PROPOSED io' PRIVA
DRAINAGE EA5EME
D.B.PG.
/
6AK=563.0o I _LF I r� v + {� -i I .-- _ _ _ /
PROPOSED PRIVATE YARD.. A �', �I ' �� 4' o
I a m LOT 44 \\. zsA' 15k° p \ \ \ TH
& ROOF DRA N SYSTEM 3 s 6 0',E- 62- o
LOT 8 22 FL PROPOSED
/
_0 55 5 I / PROPOSED YARD DRAI-
�F �, 560. G R= 6i.00 - rk % �
FFE=562.i7 ss57 3 PROPOSED WALL s° 001, 947a 1 / O
GAR=561.67 (MAX. HEIGHT-3) _ ,o0 j \\ I G7
i6 306 54 546.orc 43:j6N 15
N SCOTT R. LLINSZ
zi LOT 43 YD-i \, `� 4:°rc 4y m� No. 35791 n
\ o
FFE=56o.83 ,.
LOT 47 o GAR=56GG RETAINING WALL EASEMENT / opo l l �
S
_FF€ 561.50 - 6°k Z o - PROPOSED 2o' PUBLIC I _ : 1tx5o Y PDRBOPOSEPG RE ��Ss l ZQGl
s /
3
N' 23
Imo_ GAR=561.o0 5 18 - - i s43.e 6P r
9 0o ss9'6q DRAINAGE EASEMENT % t
I PROPOSED 20' PUBLIC D.B.PG. s 49. EP J 5 D zz ONAL
1 - DRAINAGE EASEMENT FL' ss� rc 544 iTC v -- -- ---
' �, _ _ - ... - s44 o EP �.00 u> 26 FFE=54a.3 1
_ / -
\ \ D.B. PG. \ " :•'^ - �5 - -. _ - - - - - - - - - - /rP_UL v" il' 3443Tc_ 14 ioA 'F `ro �5N2 GAR=54o.67
+00 D.B._PG. 3+50 LOT 2L� \,
55 •'
- / J y2+50 _ - ENT /
\� w 43 (\ DRAINAGE EASEMENT
✓, -'.- �` - 0 5-0- ,
• o.SEP t. � - � s47.oz I 11, - - - 1 � D.B._PG._ � `\ PROPOSED WALL % I
56o.8 TC j I'-Y e
- - -' _. ,, i.is6... �.:FFE=53933 �C `,., (MAX. HEIGHT=2') i Vf
TE ss9 s EP ^' f� 14 �
_/ 6 12 559.B TC 11+00 O-f I'-. ----- 13 - _ 5454�8 ' _ --T. AR=537.33 `a \. w
4 __ L 553a . •5 97
NT 56i oTC c ------. ° -\ W .60_��- `" S 87�•I 1z''bk �� C� \ i LOT 25 \
yO+O, s6o EP-- -30+50 _ - 11+ 0---- .. _ - __ 4 - - - - - z 6/0 _II'- -6" O
s ss .. I
O VJ�W .` 45 /I'. ,. .5393 i- 8 -jI it ',-- - S ° +'\\\ �\ LOT 26 \� w F
559.8 -SSB: o _.: - - _ z
5�9. o - - I6.i% .5% O FF AR=53533
56a.Xq 'S59A3�Z O
_ - PROPOSED WALL � 0
(MAX. HEIGHT=6') a w 0
\, I3 3,0� _�� i i �., PROPOSED io'PRIVATE
DRAINAGE EASEMENT 0 z w
-
FFE-545 50 A' I �- 114 7. LL N Z
FFE- o FFE=546.83 GAR=545-00 + -somas \ PROPOSED PRIVATE YARD / En J w
5475 N .1 5 d \
FFE=54930 GAR=54633 I a I I & ROOF DRAIN SYSTEM - w ¢ °�
FFE= 2 FFE=SSlaS GAR=549.0o GAR=547.00 LOT 31 II FFE= 532.6 \ - _ \ O z
ss3 s = LOT LOT 32 GAR=s32.67 YD-20 =o z z
GAR-55275 GAR SS0J5 LOT 33 o Z Z
m FFE=555.25 I 34 PROPOSED WA FFE=56o.00 FFE=55933 FFE=55725 GAR= LOT 2] s3 s\ 4. `\ - M j Z
FFE=56o.67 - GAR=556J5 ss4as LOT 36 LOT 35 _ LL _ \ `., > > �„ u g
FFE=56i.33 GAR=559So GAR=558.83 LOT 37 j , - . - (M HT=4') - "_�
AX. HEIG 5 '
- - �, 5z8.3 �� �. \
Wes" a J a
'� GAR-56o.83 GAR-56o.i7 LOT 8 � s43.e ��� - - -
LOT z LOT Lt1 LOT 4o LOT 39 I 3 -
�+I - / w 2 - 2- 55 0667
8
Lu
m
3 I.
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44
r 4 �
w d
__ 554Tw 553:5 5538w SSirwLn
48. 545 54z - D.B. PG .g I I '.• GAR=5z8.67 -
Sze s °a 4 w 4 44 s = ,-syoaw PROPOSED RETAINING WALL EASEMENT ' L. LOT 29 I -
_ - w
L PROPOSED z0' PUBLIC
DRAINAGE EASEMENT \
_-M CTA HLINE - ES E SHEET 8 53 A
PROPOSED PRIVATE I .1 0 D.B.-PG.-
l f
PROPOSED WALL ROOF DRAIN SYSTEM ■ ■ ■-• FFE=5z8.67
PROPOSED io' PRIVATE Sz 40 5 7 \ I 9
(MAX. HEIGHT=S') PROPOSED RETAINING WALL EASEMENT �, + z4 .• , I .8 GAR 26.6 YD-i /
%'j / DRAINAGE EASEMENT D B PG 5 5z38o
D.B.PG. - LOT 30 1 -
- W � - - - O O N
44 w =I 33 w o 0cl
00
Lij co
a 52
( 43 �I PROPOSED PUBLIC DRAINAGE \
--
_ - C $ i & SWM EASEMENT
D.B.PG.
'4-
/
bSEDROPP
PROPOSED 2a'PUBLIC S M FACILITY / CA
DRAINAGE EASEMENT - \ \
I 41 / (�
' o
,. D.B. PG. � 4 \
/ \ 38 a SWIM - _ 0')\ 4z N
2 -
\\ \\ 42A 38B PROPOSED VDOT STD. ES-i�-
\ ° ti 5� WITH RIPRAP FALL - M
- \ I _
PROPOSED DOGHOUSE o-
\\ MANHOLECONNECTION , ^ z
\ ^� 48 _
\ _
42B Szz - ----- - - - - - -
49 Q
-
/ ---- --
J _ N �
Q
_ - - -_ ------ - _
- _ _--- - -
\ \ \ 4 -
\ -- - - - - - J Lu
--
Dn!� + -- TIE-IN TO EXISTING 24' RCP CULVERT - - LL I z
I \ WITH PROPOSED DOGHOUSE MANHOLE
Din V LL
L9
-
II1 403 -\ - - -� Q� Z
C `
wSTATE-Q�
/ \ _ - Z
Ln = O 0
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vv v / ` w
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GRAPHIC SCALE �o ® O
ao o i 30 eo 120 I
/ IN FEET
inch 30 fL �
a \ w
Ln
JOB NO.
182152
SCALE
Ln SHEET NO.
7
t of
�\
SCOTT R. LLINS�
No. 35791
�11/23/20
uv
PROPOSED VDOT STD. ES-1 \
,p
w
YD-gi --- - - - -- -
j Vnaa
PROPOSEDio'PRIVATE �- ? - CULVERT
IV' / �� / PROPOSED VDOT STD. ES-i
DRAINAGE EASEMENT \ \
h� !�_ �° WITH RIPRAP OUTFACE-
D.B.PG. - LOT 6 ' - \ , -
° �\ _- - \ \
PROPOSED PRIVATE YARD FFE=57z.5o av
/ & ROOF GAR=57z.00_ F DRAIN SYSTEM / " / w
/ 5 o
/ YD-8 E- -_
FF2 0 � � � � I _ x t\ '- 6 � � � �,� V � �
�- GAR=572.00 ��4% t - _ \ V - w
4 75
s"i° LOT LO 5 i iszo: s�r / - \ _ - _ z
i 00 -
FFE=572.So % : ' / �T - - \ g Lu
• Ch
GAR=572.00 \.5 \ - c3k- ST w� / - i - w
� V - 7i.o s7°as. ` LOT 7 YD-18 �T� R�U h'OAIj ! w ' / - z o
0
FFE=570.83 �`\\ �nN t4,�� �cS� _ / Q Q
R=57o.33
3.
57 30 _ - s• FFE=S7o.i7 /
o YD-7 s7 ap S 3 /3.8°� 3AR=569.67 \s \Sb oN PROPOSED 10' PRIVATE / H O m z
/ RAINAGE EASEMENT /// Ln
I -5YD 17 �� YD 16 5 o
Lu 44rtq
- ok FFE=569.50 YD�15Lu
Q
GAR=569.00 \ - 6 ---` _ -1 -Z P, J _
�T s6 . 0 6 64 ,.& ROOF DRAIN SYSTEMRD
\ y li
LOT _
\ ;.-_ rS \ �� •i S.7a � LOT 1Q56n.
5 j�5 co
FFE=572.67 A i _73x / \ �\
L� " GAR=57z.17 �' t °. S°. ,. FFE=568.83 - \ w
- GAR=568.33 �� a
t LO 2 z ; ` LOT 11 _ �\ ` \ � � >
x oLOT 12 �6 0 uLu
FFE=57z.000.oa 0
GAR=57i. o LOT 14 /. FFE=568-17 LOT 13 LOT 15
5 4-5 C GAR=567.67 V
FFE=567.°o
567-75 LOT 16 _
3. v - yjj�V .5 I GAR=565.00 FFE=565.67 FFE=565.00 FFE= 6 6 LOT 17 YD 13
y GAR=563.67 GAR= 6 .00 5 3 7
k t/ I S 3 GAR=561.67 FFE=562.33
FFE=572.00 _ s EP`` O 13, > �� 5 33 5 a - /
OT 1 ;d`j- ----- 567 Tc1 �/ 566.So GAR= 60. FFE= 6i.00 / C
GAR=571.So C�'�'< k" �, �� GAR=559.00 �� 9 v
N N p
Lu
EXISTING 67 Yx • % 56 80 3'S%' ,i �
YD-5 s .o -A YD 4 CEMETARY co
-o �/ -_- ' _ - FFER555833 62 soh V
- -L - - GA
OT 18
7 EMETA Y -
I _
6
56i.ad _ S
9 - _ V a - 56z.65_ - 60,54 - n AR=55633 --��
-
/ p/ 563.4TC 56310 y G L
6. is 6 O RETAINING WALL EASEMEN
- _ - /7.P/o L T 19 PROPOSED RE �
_ fi -s
6 I. t 5 z� I a 563.gTC 562 o5FL 56i.zoFL 36 559 90 L 35 35 • - 556 30 :� FFE=55633 \ z 7 D. PG. r
°_ \ 6 BEP 563.YEPi 56r. oFL S59.6o L - __ GAR=55433 �\ - T
34 r
FFE=568-17 �.. \ a s 3 563.5 rc 5 I N - - - - � - _ ti
1 LOT5 2 7 s64.�rc 17T,�2EET_16+So ,� ,16+oo-To _
t ' \`` 5 695 L v 557 •� 8 ! \ \
\ \ GAR- 5 .6 M17+So y - +oo (4 pUBLt m[w) 56 .6 \ , _ (MAX. HEIGH =5
\ L 20 �� PR WALL
K
0 $ 6a. 7c �S+SO_ to • ' 4-aa S O A FFE 55433 MOP D T L)
GAR=SS2.33 w \ _ N
PROPOSED
\ /, \ ._ \ - �. •5 4; "T 5`6. EP - 56z 5EP z.i .. .. p ��.. _ ,i2 �
\ \ 0 t \ FFE-55 5177 6 . o I .564.or .. - ..: - . ° 7C _ > 54.zo S\ L T 21 t \ \ (•� / --- - 1 GAR- 6 FFE=S
'.
`1 53-00
1.00
° z
T 46 � v 34B � ° 33 ¢7oFL `� - . � LOT 22
1,16.1% - - - FFE=564.67 \ \ ,: _ ry • � ` YD-11 _
z
\ °\ LOT O �'� a s s -' "/ - GAR=564.00 I PROPOSED 10' PRIVATE' -. :5 \ LOT 2� \ -
5 5 ' 562.ss RAINAGE EASEMENT FFE=551.o \ _ N
" FFE=564.83 -^ �, - 62 SS..g FL _ o% GAR=549.0o N
\ GAR=56433 D.B.PG. \ \ YD-10 OF PCONSERVATION MIX
SS
SED zo' PUBLIC - � REQUIRED (SEE LANDSCAPING W Q W
I I OT _ � PROPO. �
PROPOSED PRIVATE so DRAINAGE EASEMENT L L PLAN SHEET ig FOR DETAILS) > z
- FFE=56z.83 -v - L L tt
i
564.o LOT I� �� .- � =56z33 � ROOF DRAIN SYSTEM \\ � \V 5 •� 30 D.B.PG. �• I� Q
9 u1
s a3
� •.,.__ � -` \ � FFE-56330-
s 3 j \ J
• YD GAR- 6 00 0 0 � �
3 1 \ PROPOSED PRIVATE YARD LOT 3 ' / z8A i5k5° L _ _ LLJ
& ROOF DRAIN SYSTEM 6 yt 4�F 9.oE / 28 ,. L
t- z I F E=561.50 1 O L _
PROPOSED YARD DRAIN s s.3rc
y LOT48 2z I �I G R=561.°° / zg r L ui Q
FFE= 6z.1 0 559 9 I' PROPOSED WALL so o- 547° Fi
_5 --- (MAX. HEIGHT=37� Z
t •U
� -
LL
546.o TCv ",
LOT 43 YD-1 y.orc S`4 �� J Q
21- I FFE=56o.83 I - \ i�83"
\ N LOT 47 0 - - GAR=56o33� 12B 1oB �V a PROPOSED RETAINING WALL EASEMENT
\ ^ 3 0/a PROPOSED zo' PUBLIC \ k5° ] D.B.PG. Q Q
\• -. 1 - F�€=56T.5o 6. °/a g,z_ o .P -. \ \
-__ GAR=561.00 s I RAINAGEEASEMENT V / / \ _
«q �� rA ,.��((
A, PROPOSED zo' PUBLIC D.B. PG._ s a�. EP - " 543.8 EP 25 O co
DRAINAGE EASEMENT _ _ 55z re s4a. rc
1- -- - saa.oEP +oo ,..- vx \. z6 FFE=54133...% `1
D.B. PG. - - �4 15 - - - _ - .. _ - - - - - - - - - 54� P-116L1 iW� - - s4aarc. �•.i4 - vo N �' GAR-54o.67 J
YLj-
D-z -1 _ 23 +oo p _PG. 13+5° 1oA \ 2
- A s5 P - Tss O + a o PROPOSED 20 PUBLIC \ W
h54
_ __ i2+5 _ -_ -- _ ENT
_ s 3 � � ` 'DRAINAGE EASEM
-- _ - 2+00_ _i- �� 054.00 s4437 D.B.PG. PROPOSED WALL
' <'r 55in _ i W I d. -
o.aTC - _ _ 12A
o.SEP �� I -- •., . 547.oz �. � Cr - . • . -�;. � 4$�7i4 10 P FFE=53933 � � (MAX. HEIGHT=2') _ (%�
---_ 56o.8 TC 1 -
PROPOSED1o`PRIVATE ss9sEP of - --- 14 M
O 6.�+ 0 _\N-:- -- N� 553nz-_ -- �3. .�_ -. 764 5 97 54^s®8 - - \ \ i\ LOT5325 / 1l
DIn
RAINAGE EASEMENT -- 'n
! D.B.- -- 56a.9 TC I W- 7 V�"`- _-_ 549Jo - -b _ - - _'._.- �6.. 5 \\ YD-21� / W
_ 12 0 gryyp�
11 6o t
S 555�
LOT 26 W
G.
V
0 5g.. o •t 559 93 _ - z
I
.-- Q - • - • • .i6.i% � 1 \ E 537.33 \ �, � \
z�lo f .. --- z - it \ - \ 4.0% AR=535 33 m
- �I� V 'i m� �� PROPOSED WALL 534 -i 1 L NA Lu
-
- i - (MAX.
POSED P
- 'il - - �� 0 5 of 9s 18yt \ ' REO\IGHT 6 )10' RI w
\\
� %" (M X '
��� � DRAINAGE EASEM
I ��i �I D.B-PG.
54530 o
FFE=547.5o FFE=546.83 GAR=545.00 11 I, N PROPOSED PRIVATE YARD Q
\ I _ GAR= z. 55 75 GAR= o0 1 I FFE=534 67 &ROOF DRAIN SYSTEM
FFE=5493o GAR=54633 LOT 1
GAR=547.ao
FFE=553.25 FFE=551.25 - .5 LOT LOT 32 3 I I GAR=532.67 YD-2o o i
\�� m FFE=55s 25 ss 7s GAR= °. LOT 34 33 �_� LOT 27 53.5- ® o
t - FFE=56o.00 FFE=559.33 {{ ' - GAR-554J5 _ _ PROPOSED WALL •-ti \ N
\ GAR=,- o 8 L T LOT 4o LOT 39 I I LOT 38 LOT 37 LOT 6 LOT 543.5 (MAx. HEIGHT=i'> 5zs.3.5 5 & _ - .
\ t GAR- 60.8 5 7
_ FFE- 60� _ I GAR- 6. 3 35 - --
\ LOT 2 GAR- 60. � FFE-59�z75 --- � � •,. i � � o .8/o Nt t
� 4 I FFE=53z.67
\ \ - � � i -- ^. - -. h • a _ I GAR= 0.67
\ u
153 ,
4A� I LOT 28 I \� �\ �.
�- + U
45 83
55 - - 55• _ - B 6 id 0 w
e 54 y 5 4 �.5aio A o 0
FFE=S3o.67
---- �' _ GAR=528.67 o_ cn I I Gl�A�HIG SCALE F 558ew 55,rw a- 1vv �rw -
0 15 30 60
( IN fEG'P )
I inch = 30 fi.
\ 554TW 5535 4 545 54 JOB NO.
SSza og 54 `S4 54z_ 540BW - - PROPOSED RETAINING WALL EASEMENT 1 , - LOT 29 `.
nn - - - - - D.B.PG._ PROPOSED zo' PUBLIC 182152
/ CH INE _ S��� 3 DRAINAGE EASEMENT
WA
PROPOSED PRIVATE �, I L SEE �"7�53 � � ��' D.B.D.B.PG.
ROOF DRAIN SYSTEM ■ ■, � /' \ FFE=528.67
PROPOSED WALL '
(MAX. HEIGHT=S') PROPOSED 10' PRIVATE PROPOSED RETAINING WALL EASEMENT 1 z 5z44° 8 / GAR=5z6.67
DRAINAGE EASEMENT % H 4 szgl8o LOT 30
D. B._PG. D.B.PG. ti
SCALE
III _301
SHEET NO.
8
0
m
0
0
0
a�
GENERAL CONSTRUCTION NOTES FOR STREETS NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS
THAT ARE PROPOSED TO BE STATE MAINTAINED:
1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY.
THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN I. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED.
ADVANCE OF THE START OF CONSTRUCTION.
2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED.
HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE
SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED v ''
PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR BASE MATERIALS.
APPROVAL.
3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE -
EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUITALL EASEMENTS ARE TO BE EXTENDED TO COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED.
A BOUNDARY LINE OR A NATURAL WATERCOURSE.
4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT
FIELD VERIFIED AT THE 11ME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT
DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND
SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. / I
GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE
FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL \ /
5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT INSPECTION.
CG-9(A, B OR C). /
vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OF THE /% �� �• " ,� f f \ �
6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT
STANDARD PE-1. ✓ - = �\. 1` % \
ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION.
7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE T
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 SEWER NOTES (APRIL 2016)
CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND f \
1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE / / ^` '
MANUAL ` ` � 1\ �
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 1.0, ADOPTED IN \
DECEMBER 2015, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES "
IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE / 9L,3' \;
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 BEHELD WITH RWSA PRIOR TO THE START OF ANY WORK. \/•
DETERMINED BY VDOT FOR PUBLIC ROADS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001).
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 OF 4"zx
WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR HOLIDAYS WITHOUT SPECIAL WRITTEN PERMISSION CURB " \
� 2R
ROAD NOTES FROM RWSA. ;
XS
6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE
• '• 6"
GRADING: EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE -TESTED BEFORE A CONNECTION IS
:
•�' '` 1 "' 1'�
MADE TO THE SYSTEM. 13"
1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA
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
•' %.r.', s' ,;;
,
OF THIS PROJECT. OF DESIGN AND IS NOT NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR SHALL BE
•:.`..,,. •.:• < 7^
2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES,
BOTH SURFACE AND SUBSURFACE6"
THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF
%7
TRIP GENERATION
RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE . MIN.
-
ENGINEER. ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE
-
SCALE: 1"- 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
B" 2
SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE
DOT #57,#68, OR #78
SCOTT/R. CNENS'Z
No. 35791 t;-
11/23/20��
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TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. STANDARD CG-)5 STONE BASE UNDER CURB
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.
Pavement Design
&CHECKED BY VDOT
OF THE SUBGRADE. 8. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT DRY CURB & GUTTER PRIOR TO PAVING AND/OR
WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. NO GRADING SHALL BE PERMITTED IN THE RWSA NO SCALE BACKFILLING.
RF= 1.0
DRAINAGE: EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING.
Location
ADT
HCV
Design
CBR
SSV
Dr
Surface h a
Base b a
Sub -base h a
Dp
1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF 9. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN
ADT
ONE (1) FOOT. PERMISSION AND RWSA APPROVAL OF THE BLASTING PLAN. GROUND MONITORING DURING BLASTING
CD
CD
ED
N
Empire Street (Public Road)
500
2
520
4
4
12.48
SM-9.5
1.5
2.25
BM-25
3
2.25
21A
6
0.6
13.73
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
LU
CD
CD
FIELD CONDITIONS INDICATE. SEWERLINES, BYPASS PUMPING AND/OR PRE- AND POST -CCTV MAY BE REQUIRED. RWSA MAY ALSO
¢
0
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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
REQUIRE CERTIFICATION FROM A LICENSED PROFESSIONAL ENGINEER STATING THAT THE PROPOSED
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 WITH 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. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE
11.
COMPACTED 57 STONE THE LINE OF THE EXISTING PIPE.
NEW WATER MAIN INSTALL LATIONNSS SHALL BE PRESSURE TREATED, CHLORINATED, FLUSHED AND HAVE
/i /
!
\ \\ \\ \\ \\
MATERIAL AT THE TIME OF CONSTRUCTION.
BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO 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 GRADA11ON
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 (1oTH EDITION)
4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS
13.
NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES
52 SINGLE FAMILY ATTACHED UNITS - CODE 220
BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE
BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES,
SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY.
ETC.
14.
TREES ARE NOT PERMITTED IN THE RWSA EASEMENT.
ADT: 381 VPD (190.5 ENTER/ 19o.5 EXIT)
ALBE'MARLE COUNTY
GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CONSTRUC77ON WITHIN ANY EXIS77NG PUBLIC RIGHT -OF- WAY INCLUDING CONNEC77ON TO ANY
EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS
PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES
OCCUR THE REQUIREMENTS OF 7HE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONS7RUC77ON METHODS SHALL CONFORM TO CURRENT SPECIRCA77ONS AND STANDARDS OF
VOOT UNLESS OTHERWISE NOTED.
3. EROSION AND SILTA77ON CON7ROL MEASURES SHALL BE PROVIDED 1N ACCORDANCE W77H THE APPROVED EROSION
CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONS7RVC77ON.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2.1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES
OF 3.•1 OR BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR 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 W77H THE VIRGINIA MANUAL FOR UNIFORM 7RAFF7C CON7ROL DEVICES
6. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLA77ON MUST COMPLY WITH OSHA STANDARDS FOR 7HE
CONSTRUCTION INDUS7RY (29 CFR PART 1920 R/W
Swede Street
STA
10+00-10+11
54' ROW Section
No Parking
10+11-10+62
54' ROW Section
Parking 1 Side
10+62-11+18
54' ROW Section
No Parking
11+18-12+65
48' ROW Section
No Parking
12+65-14+00
54' ROW Section
Parking 1Side
14+00 -15+72
48' ROW Section
No Parking
Empire Street
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
I Parking 1Side
12+87-14+32
48' ROW Section
I No Parking
22 ACCESS EASEMENT AM PEAK: 24 VPH (6 ENTER/ 18 EXIT)
PM PEAK: 29 VPH (18 ENTER/ i1 EXIT)
POINT OF
C/L FINISHED GRADE
SURFACE PAVEMENT TOP
SM-9.5 OF 4
i/4".. 1/4":T CURB 2' R
1 ' ° SM-9.5A
\//\// " \/\ \ \ SURFACE COURSE
6" _ 3° BM-25
F '' ", 1'
21A STONE BASE " �
/ 1
INTERMEDIATE COURSE
n
10' 10• .. ' 4.'..
13" . •a 6" COMPACTED AGGRETE
GA
(TRAVEL LANE) (TRAVEL LANE) BASE COURSE, VDOT A
A'' , e 7" /21
20' E/P-EjP a a ° .n OR t21B DEPENDING ON \ \
a' - - ULTIMATE TRAFFIC UMITS
AND UNDERDRAINS C
EMERGENCY ACCESS ROAD MIN. S8BG AIDED
NO SCALE -
1' s" 2' ASPHALT PAVING - ROADS
R/W
STANDARD DOT #57,#68, OR #78 NO SCALE
CG
CG-6
C/t
_6
STONE BASE UNDER CURB
5' WIDE CONCRETE CURB &GUTTER
POINT OF CG_6
FINISHED GRADE CURB &GUTTER 5' WIDE CONCRETE
CURB &GUTTER
& CHECKED BY VDOT
J
/ 3y
EXIST. GROUND
SIDEWALK
//
2% /
SIDEWALK
SURFACE
/ 2%
3:t
EXIST. GROUN
NO SCALE
PRIOR TO PAVING AND/OR
BACKFILLING.
2%
2%
6' PLANTING ('-4 - 6' PLANTING
VDOT STRIP STRIP
STONE BASE
szT Er BASE SUBBASE STONEr
EXIST. GROUND 0 5 5 B BMA. B2 � 6
(TRAVEL LANE) (TRAVEL LANE)
7
GROUND
EXIST. GROUND
GROUND
Li7F9�H:71/L4/]
4' CONCRETE
SIDEWALK
I 24' F/C-F/C
48'
R/W
TYPICAL NEIGHBORHOOD STREET SECTION (48 ' PUBLIC R/TY)
CAS-SSAR RESIDENTIAL & JfI.YED USff SUBDlPISION STREET PESICN SPSTP. 25 MPH
PH
POINT OF CG-6
CURB & GUTTER FINISHED GRADE CURB & GUTTER
/ SURFACE
(/ 2R 2$ 2%
EXIST. GROUND
5
NOTE: 6' BUMP -OUTS FOR ONSTREET PARKING ARE
PROVIDED CREATING 8' ON -STREET PARKING SPACES. SEE
PLAN SHEET FOR EXACT GEOMETRY OF ON -STREET
PARKING BUMP -OUTS.
4' CONCRETE R/W
SIDEWALK I I
6' PLANTING �.,..
STRIP 6' PLANTING
4" WOT 2IA • 4• wor STRIP 4' WOr 21A
4WO
STONE BASE or BASE SUBBASE 5r'IAVE STONE BASE
STOVE5 fi BAX 6 10' IQ' BASE
OS 2(PARKING LANE) 2.5 6 5
(TRAVEL LANE) (TRAVEL LANE) 0.5
54'
4" CONCRETE
SIDEWALK
4' VDOT 21A
STONE BASE
R/W
TYPICAL NEIGHBORHOOD STREET SECTION (54 ' PUBLIC R/TYJ
6W--SSAR RESIDENTIAL & MIXED USE .SUBDIVISION STREET DESIGN SPEED' 25 MPH
PARffINC ON ONE SIDE ONLY
CG-6 CE
POINT OF CG-6
CURB & GUTTER FINISHED GRADE CURB & GUTTER
SURFACE
/ 2X 2%
EXIST. GROUND
EXIST. GROUND
4' CONCRETE
SIDEWALK
6' PLANTING •...6 /
STRIP 6' PLANTING
STRIP 4' VDOT 21A
4- ,Aor BASE 4• wor
BTTOWE SUBBASE „!A,_ STONE BASE
-6 z (PARKING FARE) (TRAVEL LANE) (TRAVEL L LANE) (PARKING LANE) �ZYSkI_ 5 0.5
�W
TYPICAL NEIGHBORHOOD STREET SECTION (60 ' PUBLIC R/IYJ
CS-SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED.' 25 MPH
PARKING T260 SIDES
EXIST. GROUND
EXIST. GROUND
C
WIDTH OF ENTRANCE
EXISTING OR PROPOSED
EXPANSION MINT
SIDEWALK OR SIDEWALK
SPACE
L
a
EXPANSION
JOINT
E
w
eE
L
L
w
M
o
A
Y
CURB INCLUDED IN
U
w
t
ENTRANCE GUTTER
A,
jN
O
y
W
FLOW LINE
0,
x
r
EXPANSION
ENT�PLACE WIOTH
JOINT DESIRABLE MINMIIM IB'
c
3
ABSOLUTE MINIMUM 12'
EDGE OF PAVEMENT A
HALF PLAN L' •Er-'
CO -BB
ENTRANCE -
LIMITS OF FED.
ROUTE ® `UNPAVED
WLIMITSOF/&CESS
SPACE
WIDTH OF
ENTRANCE
)I:
L4A175 OF FED. -
LIMITS OF FED.
LESS ROUTE ® NON -TRAVERSABLE '
ACCESS ROUTE
PEDESTRIAN ACCESS ROUTE DETAIL WITH &
WITHOUT UNPAVED SPACE
ADDITIONAL RIGHT-OF-WAY IS RE RED IFTHE LIMITS
OF PEDESTRIAN ACCESS ROUTE EXTEND BEYOND
L.N
EXISTING OR PROPoSED VDOT RI 7-OF WAY.
I I
® ACCESS ROUTES PROVIDE A CONTINUOUS
e.. e. • t.
UNOBSTONNECT STABLE, FIRMCCE AND SLIP RE
UNOBSTRUCTED
a
Ova,
TS OF
PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A
pa; oIN0
WP-2
1�==y EDGE OF G PAVEMENT
HAS DETERMINED
D IN FIELD)
TALI( COAT THE PROPOSED
CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS -
EXISTING SUBBASE I PROPOSED SUBBASE
- - - - - - -
COMPACTED SUBGRADE
CONSTRUCTION JOINT DETAIL
® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENNG LAYERS
® PROPOSED MINIMUM 1Y, 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 AND 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 AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN.
3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING
PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART.
4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 • INCHES AND REPLACED WITH AN ASPHALT SURFACE 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 CROSS -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 REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS
AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE N ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THE
SPECIFICATIONS.
��
SPECFICATI
ASPHALT PAVEMENT
WIDENING
REFERENC
ROAD ARID BRIDGE STANDARDS
HEET 1 OF 1
REVISION DATE
FOR WIDENING SUBJECT
TO TRAFFIC
315
303.02
VIRGINIA DEPARTMENT OF TRANSPORTATION
CG-n
NOTE:WHEN A PEDESTRIAN ACCESS ROUTE
CROSSES A COMERCVN. ENTRANCE
I
THE CROSS SLOPE SHALL BE 22 FOR
I
A WIDTH OF 5 FEET.
I
7
B:
I A•'1 -STREET APPROACH SAME SURFACING
GENERAL NOTES
MADUS TO BE AS o
AS MANLNE ROADWAY IKE NOTE 3)
SHOWN ON PLANS) 01.
WHEN USED IN CONJUNCTION WITH STANDARD CG-3
_ _ _ _ _ _ _
(RADIUS TO BE AS
�I
OR CG-2 THE CURB FACE ON THE STANDARD IS TO
SMOWN ON PLANS)
BE AUJU97ED TO MATCH THE MOUNTABLE CURB
CO-2 OR CG-6 I
CONFIGURATION.
2' FOR RAMP DESIGN TO RE
_
B 9 SIDEWALK
I15EEDSWrtH T'RD HISCSTI2
ANOAYD.OURB
EID WALK
I
IS (SEE
NOTE 5)
w ---
I OPTIONAL UNPAVED SPACE
in FLOW LINE
3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE
_ _
__
`
--� +-----
R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION
REQUIRED FOR MANLNE PAVEMENT WHICH CAR BE
EXPANSION
EXPANSION
EMITTED IN THE ENTRANCE.)
JOINT
I JOINT
4. CURB OR COMBINATION CURB AND CUTTER
- - -
SRADIALHALL
SHALL NOT BE CONSTRUCTED BEYOND THE R/W LIME
NOTES WIDTH "O OR AS
I MAINLINE ROADWAY
EXCEPT FOR REPLACEMENT PURPOSES,
TYPICAL 4�
BROWN ON TYPICAL SECTION. /�
PLAN VIEW
ENTRANCE NOTES
B. WHEN THE ENTRAKM RADII CANNOT ACCOMMODATE THE
TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK
MAINLINE ROADWAY SLOPE
TRAFFIC, THE DEPTH FOR SIDEWALK E CURB RAMPS
10' PARABOLIC CURVE (ENTRANCE ON
WITHIN THE LIMITS OF THE RADISHOULD BE
INCREASED TO 7". (SEE CG-13)
FACILITY THAT CAN BE APPROACHED, ENTERED AND
EDGE OF PAVEMENT OR
8 X MAX'
0
USED BY PEDESTRIANS. F ACCESS ROUTE IS ADJACENT
OPTIONAL FLOW LIPS
GRADE CFWVGE ® _
_ _. -
D
8. PRE TO INDICATE WHEN CONSTRUCTION OF A FLOW
TO BACK OF CURB, MINIMUM WIDTH SHOULD BE 6'. SECTION F-F
(SEE
LNF I RAIN
LINE E REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS
MAINLINE ROADWAY
-
- - - - - - -
- - -NOTE ])
THE ENTRANCE.
XF F PEDESTRIAN ACCESS ROUTES W ARE BEING '1_n11
89 MAX.
GRADE CHANGE
0
7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES
0" N THE ALLOWABLE ENTRANCE GRADE
A M
PROVIDED, A MINIMUM 4' RS LE WIDTH
'I•--'-�---II
O
E. THESE
TABLE. THEBE VALUES IRE NOT APPLICABLE TO STREET
MAX.21.
E REQUIRED WITH A . 2Y. CROSS SLOPE.
CONNECTIONS.
. s.
S. M
20' MINNUM FOR
' N•
COMMERCIAL ENTRANCE
INTERSECTION NOTES
WHEN USED IN CONJUNCTION WITH STANDARD
. p
8. WHEN CC-11IS USED FOR STREET CONNECTIONS. THE
CG-3 OR CG-7, THE CURB FACE ON THE ' N' ' •• CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH
PARABOLIC ® CONSTRUCT GRADE CHANCES WITH A PARABOLIC CURVE.
STAVDARO E TO RE ADJUSTED T. MATCH THE ANiHTOTHIS POLICY AND THE APPLICABLE REOUIIEMENTS
URVE MOUNTABLE CURB CONFIGURATION. o4 Seo:•Bob OF THE VDOT ROAD DESIGN MANUAL, INCLUDING STOPPING
HP I SPMEK .o4 e. a SECTION A - A SIGHT DISTANCE AID K VALID REQUIREMENTS.
40RMQ GUTTER
-
®-______ xx
-_-
SECTION E-E
• e.�
. p• . e. • e• - �. • e. • n. - e. - e.
444
x x
IP OX TO 10x
PoP e4Ybo4o L�b444e 'b Q4 v4
CLASS A3 (H.ES3 CONIC.
•ee4VA-.
B" AGGR. BASE TYPE I SIZE
21B
• >.
s.-p..
I
® POINT OF GRADE CHANGE
12X MA%. SLOPE 5'-0'•
FOR CURB AND GUTTER ONLY NF
•'e, e. • e.
FOR SIDEWALK CUING AND GUTTER
x x 12 X MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS
'
b%U4
T CONCURRENT'T
BUILT
.o a a Ri
SECTION C-C
x x x 3 X MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND
B X MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10INTERVALS
SECTION D-D
SPECIFICATION
REFERENCE
STANDARD
ENTRANCE GUTTER
1VDOT
ROAD PAID BRIDGE STMNDAROS
5O2
REVISION DATE
I SHEET 1 OF 1
VIRGINIA DEPARTMENT OF TRANSPORTATION
07/15
2p3.02
9. OPTIONAL FLOWLINE MAY REWIRE WARPING OF A
PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE
ACROSS TIE INTERSECTION.
B
ALLOWABLE ENTRANCE GRADE CHANGES
•. Y-I
CLASS A7`
.1
CONCRETE, .i. -s.• .Y.e
`
SECTION C-C
ENTRANCE VOLUME
GRADE CHANGE
•D..
DESIRABLE
MAXINUM
NIGH
NORE THAN '500 VPD
0 %
3 X
MEDIUM
500-1500 VPD
s 3 X
8 X
LOW
LESS THAN 500 VPO
58X
a
NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT
APPLICABLE TO STREET CONNECTIONS
FICATION XVDCDT
ERENGE METHOD OF TREATMENT
ROM AHD BRIDGE STANDARDS
502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET 1 OF 1
VIRGINIA DEPARTMENT OF TRANSPORTATION O7/15 203.04
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182152
SCALES
III - 8Q'
SHEET NO.
9
SEWER SERVICE LATERAL CONNECTION NOTES: max ASTIM M0 AND NIX NOT PLACE 5' GALVANIZED "WITNESS " POST WITH 1H O� T.
VDOT CLASS 1 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL Q 2 L A� A36 MH
1. WHERE A SEWER SERVICE LATERAL CONNECTS A A MANHOLE 5 MIN. RIPRAP
AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS (TYP) 1
INDICATED THE TOP (CROWN) ELEVATION OF THE SERVICE /
LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE 2'-0" r,)5' ., E - UNDISNRBED ENTtH uNDISNRBEO
TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED 'a' _ solL OYP CAPPED ENDS PAINTED BLUE IN REMOTE AREAS �.
TO THE MANHOLE. ".' °`.Lt EDT m45' Au-rHaL4AO Du°°•- ) NOTE: HYDRANT MUST BE of AS DIRECTED. MARKER LOCATION MAY BE SUBJECT ..1�
3.0' MIN. EQUIPPED WITH CHARLOTTES- 'a TO HIGHWAY DEPARTMENT APPROVAL. O
2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL B" g,;'4" I B' INITIAL BACKFlLL g24 I 9" I. A ' PLUG ( i +' WLLE THREADS WHICH I$
WATER MAIN Q THE LOCAL STANDARD. FINISHED GRADESCOTT R. PINS �-'
BE CONNECTED USING A PIPE SADDLE. 8" PIPE B. VDOT NO 1 MN MIN. MIN. MIN. ° I' ( J ® �Ei LENGTH OF BRANCH VARIES C-U No. 35791
3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% Q0' STONE BEDDING
ANN
1Q �., s" BEDDING 2 ' i °ALOE -J _ ; B' IN z' To 1a
(1/4" PER FOOT ) 6" :i;. c. "d` �`•.:(. #68 STONE /. / (27D1 YQ� 11�23�20 AG'4
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN O PIPE * STABLE SOIL t i 24"MN 18"-22"
DIAMETER OF V. D.D. ROCK �. UNDISNRBED EARTH ••,♦ ELAN 7 CU. FL ALVEI
I I I ADJUSTABLE TRAFFIC RATED �`r5'I
5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 12" SECTION A -A * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL FOR ALL BENDS FOR TEE OR WYE ITTINGS
fqm H68 STONE II VALVE BDX W/ LID ONAL
OF 3 FEET. NOT TO SCALE STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND MDEN TRENCH TO i •" CV55 A-3 CONCRETE M
ACCOMMODATE /.. AiN 'h):S MEGA -LUG 6" GATE H
CONCRETE ENCASEMENT THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF !x'R ANCHOR IF y ±'; 42"MIN VALVE ?
SALT {�68 STONE. REWIRED. ,III T7�TREATED 415
2 x 4 mn BEDDING A$ M . rT.. Y:'*i' nk ^s t'."", I• .: F' � ". TEE
B" a
FINISHED GROUND MARKER LENGTH (VARIES) FOUNDATION IN POOR SOIL UNDER -CUT CONDITION REQUIRED D''-' °° ✓'.' •ss OAF
MATCH EXISTING SLOP
E
PROFILE •F d' MIN 250E P.S.I. CONCRETE
EXCEPT WHERE SLOPt x * .. r `•.. •, x MIN '"' BASE AND THRUSTBANK E%CEEDs 1 lO 1 MAX. PLUG a ELEVATION BLOCK AGAINST
45' q UNDISTURBED a UNDISTURBED STABLE A. --- M.J. GATE VALVE SOIL H
MIN MI STEEL PILE '�T Z
INITIAL BACKFlLL 4' 1 T T T EA+ 1 RESTRAINED JOINT FITTINGS - LU
UNSTABLE e" g• v MIN WIDTH MIN WHEN THE SOIL IS DISTURBED OR WHEN �
SOIL MI MIND OF J. MIN MIN SECTION 1-1 SECTION 2-2 A HYDRANT 15 LOCATED IN A FILL, IN ADDITION
MAIN LINE S RMCIn
E LATERAL .'3'0' MN. •n`N • \ _-; � .;,j:y'?" :GRANULAR FILL AS .._�._ _, 8 STONE
PLUG 70 POURING CONCRETE, A STEEL PILE SHALL V
SECTION _ BE USED A5 ADDITIONAL SUPPORT.
APPROVED BY ACSA ^'✓ 1 n,.> PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL. W
H
V w
\ SIZE OF (FEED CU.YD. ( CU.YD. - ___ WATER LINE � Z
45'0'0" STA L I CI STABLE SOIL OR ROCK' BEND L H T L H T . e U)
90 2.50 2.50 3.01 0.24 NOTE Lj _ Z � O
200 225 260 0.15 2.0E 2.25 2.50 0.15 I 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 250E P.S.I. U
•;ti'•;;; •••r:':' r.: i:i .'fi:. NOTE 22 1/2 1.50 2.0E 2.52 0.1E 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT CONC2500 ETEP.S.I.
ii 1/4 1.5E 200 250 0.1E W
Ez UNDISTURBED 1. No ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. sEGnGB ) THRUST BLOCK - ^ 2'x 2' BEARING AREA CCC Z
90 3.66 3.16 3.21 0.48 (INCLUDING DITCHES 1-
MATERIAL I--r- A 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED 8" 145 .86 2g6 277 0,13 3.16 291 2.86 0.32 NOTE: 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND - ' o. Z
ABOVE THE INITIAL BACKFlLL 22 1/2 1.66 2.16 2.67 0.13 VALVE sox. '�J Ln
t1 1/4 1.68 216 2.67 0.13 1. ALL RODS AND FAS7EOIFRS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 4, THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. . q a J . L J Z W
IT IS NOT ALLOWED IN THE DITCH. A O Z Na: Z
IN LINE WYE-TEE NATION 3.THF INITIAL BACKFlLL SHALL BE PLACED AND COMPACTED IN 6" LIFTS, 90 4.83 3.83 3.42 0.83 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP e � Q
PLAN 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALlOWE6 f0" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 DIMENSION SHOWN. HOLES ARE ABOVE THE PREVAIUNG GROUNDWATER ELEVATION. IF v cc ti C7
NOTES: 1. WHERE LESS 5 2.86 0.24 z
REWIRED TO BE W WET AREAS, THE WEEP HOLES SHALL BE W Q
THAN 3 OF COVER Is AVAILABLE BELOW OR EXCEED, CONCRETE ENCASEMENT IN THE TRENCH. i? t1/a 1.8.i 233 284 O 18 3. GER DURING
SHOWN BEYOND THE TRENCH WIDTH AREA HAL IN MINIMUM C THE 1LY. WIDTH IS PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY.
WILL BE REQUIRED. L4RCLR WRING CONSTRUCTION, THE COLLAR DINEN610N5 SHALL INCREASE ACCg2pINCLY. O
VARIES 2. WHEN CKFILLCK Is ENCOUNTERED AND COVER AND
TO OR EXCEEDS 3O THE T CLASS
SHALL 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. (:J
RE BACKFILLFD WITH COMPACTED 21A STONE AND TOPPED WTH 1B" OF VDOT CLA65 1 RIPRAP. 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES FF
j� SIZE, DEAD ENDS AND AT VALVES. Z 1-1 Z
SEWER 2. USE 250E P.S.I. CONCRETE O �
SEWER SERVICE LATERAL CONNECTION DUCTILE IRON WATER 3 NO CONCRETE SHALL BE POURED ON ANY PART W THE JOINT. CROSS ANCHOR RESTRAINTS FOR VALVES I� DO z
TYPICAL STREAM CROSSING 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF TYPICAL FIRE HYDRANT ASSEMBLY DETAIL TYPICAL GATE VALVE ` U) � 0 z
ALL THRUST BLOCKS. y1s / � O g
N.T,S PIPE INSTALLATION 8c BEDDING N.T.S. OUTS
FIG. N.TS-2 FIG. S-7 NTS CONCRETE THRUST BLOCKS B9. W-3C FIG. W-4 FIG. W-5 W OWc J¢ w CIL
M-33 TD-38 FIG. W-2 FIG. W 3 To-fi ,~-, Q d
TD-2 TD-3 TD-8 TD-9 z w O
CO W
J
a
FRAME &COVER W
1 COMPRESSION x ] 1 YM£ HPf CDIIPDNG
OR APPROVED mllpl
(SEE FIG. S-1-D,E) r w
QI VARIES a
rsa-r"recgnpER 4" DIAMETER BRANCH VALVE BOX STREET SURFACE OR w
z
TO USE ON AnAnEE NNOE FAKlY REMAINING BACKFlLL SHALL AND VALVE NON -PAVED AREA UW)
RESDENDAL SEANCE$ OR OVAL RESMENVAL NOT CONTAIN ROCK MATERIAL COVER LIFT NOTCH
Arm SUNN PV SERH¢S.
THE 36"MIN LARGER THAN 5" IN ANY 1q 1/2^ SLOPED AREA -'� _..�,, w
DIMENSION 12 3/8" M.J. PLUG
24"MI 12 1/2" VARIES 1'-0" MAX
B"MIN INTIAL BACKFlLL* 300E PSI CONC. BASE
6 LIFTS
Nate O EMBEDMENT (° ) WATER 1'T
BENCH SLOPED TO FLOW
CHANNEL 1 4" 1' MIN
"° sN1wTm TmNOs ,, *THOROUGHLY COMPACTED O
BY HAND OR APPROVED Q _ I
SPRING LANE O MECHANICAL TAMPER -RE. RUBBER COATED STEEL d
DUAL sE1mcE OF PIPE HAUNCHING WATER MAIN RESTRAINED JOINT FITTINGS 3'-0" MIN `
CAST IRON LID STEPS CAST IN PLACE P _ D o
1` COYPRE56104 A ]/{' MATE PPF CWPDNG N0. 68 STONE - - ' `
DR APPflOVED EQUAL
- BEDDING �" m n te" META BOX PRECAST REINFORCED Z� M N
SOFT COPPER OUNDATION SHALL BE ON-LINE CONCRETE SECTIONS '{ 1 IN Al N �� CD N CD
\ 1 BRANCH w o 0
( ( „ ,.) O" RING SEALS 12" / H �- N
QL REQUIRED WHEN SOIL TYPE B MINIMUM ELEVATION `� / ; _ a \ Ire)
\
FIn USE ON L oErncxm sxmE FARLYNTIOU CONDITIONS ARE UNSTABLE 00
DOW Is
PROM wEmE AN IRnx+Anox 00
ALL PIPE) DIFFERENCE ACROSS M.H. 5" 4-0" .-I
NFTm Is xm PRanom.
FROM INLET TO OUTLET
NmE SINGLE SERVICE 41°\1 N`Iry VARIES SHALL BE 0.20 FEEL VARIES 4- /
I) RADDLED SHMI SE USED ON PNq III \ DEPTH OF FLOW 4
P ry THREADED COUPLING CONCRETE 2"
1-EAST P. o° 1g° 14
PVC SLEEVE •p CAPSS NIPPLE AND PVC CHANNEL TO BE I�FILLETS --
{ CON DIAMETER OF
NOTE j LUBRICATE ALL THREADS CONTRIBUTING T
FNI91m GRADE 6" EXTENSON THRUST BLOCK rO SEWER. T .4 4 .A 12"
1. OPEN CUTS IN PAVED AREAS .WITHIN21A EXISTING VDOT RIGHT-OF-WAY SHALL BE T" " METER BOX (SEE FIG. W-7) :�a': NOTE:
Ep-'S BACKFILLED ENTIRELY WITH N0. 21A STONE. mcHMND A FILLETED INVERT�OR A SM00
yli L9
ems 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED �/ !' VALVE D TRANSITION OF FLOW BETWEEN FLEXIBLE CONNECTION
U �/ tt WITH STAINLESS STEEL ALL CONNECTIONS TO
PIPE SLOT N0. 57 STONE INLET &OUTLET PIPE SHALL BE MIN. 6" BEDDING BAND EXISTING MANHOLES SHALL
�•�"a� AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF INC. 68 PROVIDED.
00PP°EgT'"" STONE SHALL BE PROVIDED' (2 PLACES) M.J. FITTING M 1/8 BErm=KIND- 3IN-
. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" 2" PIPE SLOPED NOTE : W/ NO. 88 STONE ~ BE CORED AND
A FLEXIBLE
BEDDING OF NO. 68 STONE TO DRAIN IF
NflEF
GRADE ALLOWS 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE � INSTALLED _
v N r = <`,�s 2" BRASS PIPE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. M
CrnPonAnDN smP •`, "`N'u'`;I NDw As .,. i,E VARIES -: VARIES
�;i'��2.*�' '`.•-�c•N` ; NTOOK AS NOTES: 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVECN
FM OR DUST UNDER H'P 'aDn� !"�.J"!.� P °W.EIER prMl M 12'
mx nro mr1EN (x-xmn 16p,;...' s4�,.7-`A; mxe SImIF PDexn. voor (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. WATER MAIN AND VALVE 2" THREADED TAP EXTENDED OR NON -EXTENDED BASES. ,
wwEUN TxIaRs) ya,"V,F��s. *n�K SPEa xo], ND.nADCRFurF TYPICAL SEWER PIPE ARE SAME SIZE 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED &GROUTED
PLUG INSIDE AND OUT. TYPICAL MANHOLE PLANCIO
INSTALLATION IN TRENCH DEAD END TYPICAL MANHOLE SECTION SHOWING BRANCH TIE - IN (V z TYPICAL SERVICE LATERAL INSTALLATION TYPICAL METER BOXES (TYPE "A") SHOWING BRANCH TIE-IN o Q
(5/8" & 1" METERS) NTS (5/8"-1" METERS) NITS J
NHS FIG. S-3 TYPICAL BLOW -OFF ASSEMBLY N.T.S
FIG, W-6A NIS FIG. S-I-A FIG. S-I-B N
TD-34 FIG. W-7 NTS
TD-10 FIG. W-8
TD-13 TD-19 TD-25 TD-27 \
o-i - m" C0-E /^ H�
Ni �MVDAENT iDP M M Y� rTY ,q F 'IWrILi ME Fm LLI
u PRRpI RDN Eb' 16.7
TV T a E
id EERDV BBBAE RE DF FLL -
oEDrexTm MAkuf FIND. "DORDUN sxAL eE axrEIED Lmnw a+a AxD Nmm /�/ N � ON 1" (25mm) 4m HOLES
z U)
i. avwLAv Fu mYmlArgx umLamAN+ ETYRDN ,• srg0' UE ON 32 3 4" (B34mm) Dl4 J
PAYID 91GYIIER �mENTLE DRINMNE FASRC °" PAV Xr
�/ NL•PE iD NAYRNI W11 a A EDP. COMBINATION UNDERDRAN CD-1 AT LOWER END OF CUT$ [ ONS Evm DF PANUEHr •� BOLT CI CLE. 2' (51mm) LETTERS
aF�T PP0°"PE°f P °"" CENTER LINE SECTION tuvFF L.Ns iAia / I. O• TM,Wy LNEs O (RECESSED FLUSH)
W. 11 IkLEcr NAIII , COMBINATION UNDERORAN CO-2 ON FLLS a �_ �i
!/ sxVE ro YAIFRIA _, �� - - • .:- CENTER LIE SECTION I ( i•
mxTaN aunfr OAF _ / nwix rrvE Is¢Ecr wmnnl to m¢ m vAvONS" C25mm] J_
PAv WR tm yKUdED UM I I I z
a EE OAF ANaRADE TRENCH PLACEMENT ^ L=,
YC Iql£ 1 rq®N'.iNTE`I� `R N£ r NE£! LSE BEril wl"M�.B• u
' I x r " b- -- : r P..O, NmAa • °aE EUgW TRENCH PLACEMENT M�.ly s �y r� ,t 2 CLOSED x�
ores Yf£rNq Pe As, AcvEcs,E. Na RPF ra ai rtL 1N r P ` ' + "1 /IT PICKHOIFS
vxANDS
mNDATa REauxYExr. D,.NOD TE an CURB AND GUTTER " " " " " Pic
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is LL
PAVED SHOULDER SECTION ER SECTION •w AmNwTF. •e wcwsc.TF aw wNED o.e- .o 0-0.6.". FSEao wrmM rreExanv
•'::: aARs AOTNc •e cAMATD. 1 . NNHn .. - PLAN VIEW SHOWING PLACEMENT OF [38mm] ' ILL!
PLAN VIEW •11 ACDacArE, se -EmTE AN C- CD-2 UI'DERDRNN > o
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•• &DPEWEx Ta xvmr OR F'f'i¢ 1*P' NON -PERFORATED OUTLET PIPE N ` '
SECTION A -A OR TTPF W WE �1XO s'�H41. LL Y
7Tr PAVOEnr Suva[ L .. • am u O < O
SYDOm MML P!8 .q] 0.166 M
9ABA4 OR Cpp.i Srlauh0 SUm.EY Q Q z cz
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anuEcrwH B, MwEwrF. Ne NNOEwrt ON aPlm,EO smmT wTmA TIME m aBa,¢ - m PICKB4R5 1 e 1
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\ wAlDREcn°x iNrvw wlm rrmc •s, KNOR E Le AaDS. OR C. KNKrfalm iO DlmNq TO un Da{E AT SZDEFEcmgIL .TI-1 1 1/8" (29mm) DM BOSS L
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Or Pwu w «TOE xYmr 8f p"'�B Am YE wvm�'"�R0 1) TD KYGr a 'rwuk cw°,cr,P-a. v rlEw, NUL x RLLm wrx maoArz wv Tmd,wLr xAv° rgPEo TO 27 1/2' OR
sTmDVE. DIITLFr cPF u• mow rNNE cae,KmlEa. [36mm] , 1
]. OUTLET ITFc S"uL DFCN AT rIE ma ar THE TRAVEL L,IE "A.ENFNT "0 699mm 1 j vcaNEnLw NON -PERFORATED OUTLET PIPE I. N NMED ON A ONAa PARALu ru rN sHaLDER vW NZNx. 1] L :. aPLO Pre 91AL NDK AT THE EDGE v TNE rum LIE NANDEO AND [ ] uj
IN w mAN N� E rD N: FamED wq mrKTRucTm / s• wrF MPROMX aM vAVFmrt 1 7'
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E s. a aEE AND NUM nc,Ere, wIOE n N .rosE To mIERNSF FxovEF 26' DV, / /
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18 i0 N NYf}ER /M Cd515i M sigE BNMEn NYJt. I /I • _ r.V' WTI. Rpl WITH m- ()� [.T Dm] m]IN jdIllDN
am. CWCRCTE OR EMPix C ,DS .56t ,E 9EEACE Flffi,W 9EgIN «NL PK 161 ' °. W b'-b NETB pT WNIJIES.
FNLL ON I PIWTX 9( N:MTi Ci IIMq IIWNELYN. NOE 1. L CN 9UINIEI.EVLTED SEC1.N NI. TO 1. N . ENTORE PAYaEA AREA I mAR 8.14 W1WA1 TYFE I
OF TINE CONIY /dtl60AlE SnN1 IEIWX EggSFD. '..'•. Ew-q SVJGlN WALL R' M RI NNK ,D. KMM '"m WrLET INS ON LM ffIX ML.. LED' -a SEE ND.]K Ib-LN. GP". I. ON SIiQFIEVA. YCTQ6 TPEN]I E TON UNDIES FNINE IA'IDENT AREA ^ i/4" CBmm) DA
_ • . mT'KNI wm NTIET PFw ax Low sbE NLr. `) 24^ D,A NEOMENE GASKET [79mm]
DETAEs aF NVEO srwNo M Ygwx arza AN Pa F+AIRLE - _ a NMm FUYAnw AT .`,E . a ouTLET PPE TO a A NN«EY a I O` .NNE
P{NE09ES p8r. F/CX KNFIXC pi pAA BLkf K ro Ki 9W4➢ �- • NI ISEVAT. D, IELUNW p111VIt era °w STNT T . b. TAT! ELEVATpN AT DUT ET ETo T OUT ET WINE m BE A KNMY OF 1-0' ,BovE O [6(16mm3 E./ NI
NONOUMLr ul
To NTT M THE ANOos..N NET A.o ant[T OUTLET PIPE
a,uoroN mMas w c, NIMI PA. Lrms ra Nnsr PPL AO m nvFm EEVATrox DF Nmsw,D mwnME NTw an arNgTUE.
C°'ECK"T'°"'Fq PLow uEs' SECTION B-B No SCAE N «KL T"cxrEx w„ - S.. r' ei`D� T,e ,ALE auslEla arrl[ii un, .s rN amcr Pre. PLACEMENT OF CO-2 CH SLABS AT a AL wKElmgna IELwws wrEe ne., wmN PAr uErs Fan DUREr wf KE TO /
NNK mTFI AccomND ro Asru oa.o AT sz xT:fcnDV BADGE APPROACH SLABS E s THE NNE LNNNs sTN»1am a TIE DUT PfE i\i-I --••-- 2grMnarri01A 5/e" [6B4mm;.
PLAN a Dunn Prt ro k ssaNnr cq•Ecrm TI rW-va orxEn DnwxAN 1 ] [1 Bmm] sTRLCTwE. T. awln are ro a ammEr CNNcIm To Ewmw IrIEN mNNME
METHOD OF TREATMENT IN MANHOLES sTNmTKE.
y ucyr WDwIDATLLI
wu spEmcNSIDIT ATOx �' DA fEm Dtn
VAO� STANDARD METHOD OF SHAPING AR RDM Aw PROOF SIMIIAM STANDARD PAVEMENT EDGEDRAIN "�" STANDARD COMBINATION UNDERDRAIN P q�E 'E w STANDARD COMBINATION BRAD E APPROACHES)
[stamm] ASKET w WM Ab m04E BiANDMOP 14P [ ]
MANHOLE &INLET INVERTS* + o D re NOTNY . w, (AT LOWER END OF CUTS) s L (AT GRADE SAGS AND BR�GE APPROACHES) O.D. of GASKET cRoovE
exer , of , N"YMI DAN mz ge.ws vavK•A DFVAerNm of TxrxvoxTAmn ,m m aN N. ENA.PNE"r m mANV OA qx 'm'°1 FI WRUNA NPAaNENT O rRw R N NN FRAME SECTION N
qna vwmaA DwuO.Exr a mwa'murxx smb SECTION
ACSA GENERAL WATER & SEWER CONDITIONS (JUNE 27, 2019) :-T NNI NO PROJECTION OF PIPE ABOVE GROUND LINE U)
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA 'tom D TO EADA� a TOP °rfLL !m °T , Im Dr FLL L �emmD7A I, ]
N0. 6 GPLYMRED STEEL STEP vnM A. VIN Br TN A. I 7.
OFFICIALS AT THE START OF THE WORK. il .IrH YANVFKT,AfR: aNN,° LNY ARNAO vEA wwPq LN ' 2 •m � I1Te I m
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 Illf� "�`r" Lu
r +O
FOR THE PURPOSE OF IMAGERY COLLECTION. A N *°"� °° " "`"
TYPICAL SECTION " o FUNDING
I- [Bmmm]�
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. _ ,g 7/18, O, 51
THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. m N I.qa x a NONE aD D NmN N ""° L722 RIT --� I [1 S,, Q
4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. "4 wt T r NAB FOUNDATION SOFT, YIELDING, OR O o Ia°Am°"a� (6eomm 1 1/2'
NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL FRAME SECTION 13/IB' [36mm] O
5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. [2a m]
PIPE PROJECTION ABOVE GROUND LINE r (STmn) IETrens
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). N Nm® Nro T{ CDqNm yyp}YEq}x�kpO, NN.m.D
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 "RwFS DTEbwE" M EDYI N N e° " L' ' PN t ARy i> [ �mm7-� N
0
FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. w '$ :u. "°"°° " "N °° _ S 2 1/I" 3[B7mm] s C518m/ml
N
41O YAaq tb K ItrCO = - - - - _ [bamm8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. KI)I_ -/1 Va.W. R [dlPsiom aN/'^" I'I T,E rA¢ n TI(� = a,' :>k: c` DORNNO . = Cm1AB _ _ EnkNm C39mm] e/16" 0.0. W CKT GROOVE
9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. ) N� p &umm rw k onwY PMED _ ?:¢ :_; LINE OAF [17mm] [lamm] sBOTIONVILw /{' (Emm) DOA U
OVNT NEOPRiNE GASKET
TYPICAL
OUNrx .o.E �7r rEvs Wr nr N rum WTx t ONE L (I) TOOK T/ts x 5/8 x 1 1/2
IN
10- TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. "LN° 0'i yN r I p LN��~g1`mP tN » E.vq D pMIT, MY
pq E1 RUEB R P mA ODPBID 5 I
• NNNN or rNEmwrt NVA!IY M M pas'R 'D'A'AVRDJ& l,iF".6T uw. T.q D 1 D • .1F°tl1"'L,L 'q' S01 NE Nq ' Eiw. - W (FNICNBa Cs�T� - '1 1 �a m1Dl /V'.)wrM Dme1Y5Y-11IL11/E $ { . I'
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 aqx�wi��"bR Ei�u a}n""NbEmN N"9 ; ARN wq�r; ; E,N!" ] II W
SAFE DRINKING WATER ACT). m.Mi u� °waoNa r o TOE°A0°iPv r( Y[°e[ NORMAL EARTH FOUNDATION FOUNDATION SOFT, YIELDING, OR 1 1/a, DSmm) DR B� [6m" [1] n B] DU s UM6s STEEL Roo + o�,; 10 00 $ W
k w.mx Srvs. ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PLAN VIEW O LLI
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 w eEP PSMm 9NL R PNMIIT, " AM ERSVN, k MIN cmD a N x q.N •EN, PICKBA88LOC QUG HO EDE AIL � _
.P�m ��r ror DNO DED. ANT NwNKm� Aw ONNS r° wsD NP Waa ® NOTES, NOTES, Iy A w1 Ir nu xruE
ftli CFIEAN ME9 W PGC NPdM:.
COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION MVNNN II S,vsA SO FAN"<ATED IN wIWA E Nm ® ARVN.I. NATTY Nab � � ","Ta INTNN �RK"w"n4E 1. Alje INNVV= WISH
F� WA AS FL N wUNNIN Om A W IN AEA �BALT TO FLOODING SHALL HAW Wp B ENT FRAME k COVER p� �RHaI= e n aH
MINT HDTI m boos-rb. YI , JOB NO.
SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. ' « NEKwL"EY' WARD"E« SFITI * A I mL�TYRE". &TUS MEET".1.. TIOU...1.1 o 1. IN °".1 NO'. ' 1 MMS 4ULL BE RXED TO FRAORS WITH Uit*mG WG5 OR MUM ASS MY. J �� l ^^
Trim MIWN OD',N, Eo,wawsND'. FEDERLL w HASTE PEN nrss T wREu wrmM w,YwD a DNngN,c rI rN FE) 1BJBR FnaE We 1 1 ✓2 WrTgwigx rD. w MEDNONITEwm.E. %a ,`xaM WFPEATp6 s� NOW' , Lm LNLM'ER R,N TYPICAL WATERTIGHT (STIaRO PUErF ai&RBB
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 ° N° WEp w rwN. N"""° m v`LACE, 1A As"C1rcx°:L- LOCK LUG ASSEMBLY
KUMMIlO KaDgE° NMSEab VM' MANHOLE FRAME&COVER
COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. "^® qA"°'N uT-S FIGS LE SCALE
WCfIGLTKN
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 " `° "" STANDARD STEP mM wgIVDUT ROM wq ND DS INSTALL. OF PIPE CULVERTS AND STORM SEWERS E TD-32 N/A
WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. Y.®W ®ARTIp N uusaRTWa Nwm DAE EEN6 1 NPq.°N • NY gWTE CIRC. PIPE BEDDING NAND BACK�FIL -METHOD "A"
SHEET NO.
15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 10
k
T
STA.
73
PROPOSED 8" 45`
MARSAC STREET W.
PROPOS
SI
575
575
NOTE: SEE
WATERLINE
CONNECTION
NOTES
DPOSED
GRADE
(TYP.
ON SHEET 6.
570
570
XISTING GRADE
(TYP.)
BENDTO
3.S'MIN.
FILL(TYP.j�
����
�TERLINE
565
565
3_8'
ED 8" SANITARY
:WER CROSSING
CULVERT
560
PROPOSED FIRE HYDRANT
ASSEMBLY WITH 8"x6" TEE
560
13'
PROPOSED 8" 22.5 BEND
TIE-IN TO E:
PROPOSED
8" CL. 52 DI WATERLINE
I�Plz" CIP WAT
ROPOSED
NOTE: WATER MAIN CROSSING BENEATH
SEE WATER
555
CULVERT SHALL BE INSULATED
NOTES ON!
In
Oa 0)
00 N
N O
v,
of
Ln V,
m w
Ln vi
m
�, Ln
13+50 14+00 14+50 15+00
LISTING RWSA
ERLINE w/
12"x8" T.S.&V.
-INE CONNECTION
iHEET 6.
WOODBURN RD WATERLINE CONNECTION
570
PVI STA:16+o9.5o
PVI ELEV: 561.6o
555
PROPO
8"G.V.&P
550
545
540
535
530
PROPOSED VDOT STD.
PVI STA: 11+49.00
PVI ELEV: 558.58
K: 13.28
LVC: 75.00
°,
ri
°,
CR
00
1N
w
N
lii
m
>
w
m
w
111
FILL (TYP.f/ ,
6' 1.3'
ED FIRE HYDRANT
LY WITH 8"x6" TEE
'ROPOSED 8" SANITARY
SEWER CROSSING
PROPOSED 8"x8" TEE
& (z) - 8" G.V. w
0
a
N
PVI TA:14+64-74
j74 PVI ELEV: 54334
PVI STA:33+�II� K: 2.50
PVI ELEV: 545-44 VC: 10.00
K: 26.og LOW P T. STA:14+64
LVC:13TS0 LOW F T ELEV: 541.:
rn
I
a
o a
I
.o_
oo
m
. a_..,
N�
+
+ Val
�}�
d
'+
U
`'
U It A W
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V
V
m
v
w Ln>
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ui
m
w
>m
>w
>
m
w
m
PVI STA;14+34,74
PVI ELEV: 54334
CO
K: 2.50
GRADE (TYP.)
LVC: io.00
rROPOSED
OW PT. STA: i�+34-74
LOW PT ELEV: 54339
�a a-
a
PROPOSED
VDOT STD. CD-i
ry M mm
a a..
Nw Nw
/
m w
>
->
8" CL. 52 DI WATERLINE-/
1zA
1p
N
O
a
O
�
V1
tD
V1
� V1
Vl
Vl
Ln
9+75 10+00
10+50 11+00
11+50
12+00
PROPOSED FIRE HYDRANT
ASSEMBLY WITH 8"x6" TEE
LV
:loo.00
o
N
o 0
v
M
v
Ln
00
Ln tp
565
',
565
'L
>>
m
�
p0"
PROPOSED
PVI STA:13+8
.00
m
/
w
z.
"x8" TEE &
PVI ELEV: 546
62
/
(z)- 8" G.V.
K: 26.35
56o
LVC 135.0
56o
w
�
k.0
N
+
0�0
Ln
�
O
+
i
17
N
W
Ln
'aj
W
VISTA:11+77.
0
v
>
m
o
w
Ln
w
PROPOSED
8" CL. 52 DI
WATERLINE
555
PVI ELEV: S2z.
1
3
>
Lu
o)
555
K: 26.o6In
LVC: 253.00
3 PROPOSED VDOT STD. CD-1
PROPOSED
FIRE
HYDRANT
w
Z
1'2' ASSEMBLY
WITH
8"x6" TEE
"'
O
O N
N
o
1,
a
F
v1
550
�,
0+
N
Ln
w
v
"
/
3.5' MIN.
34A
v
55 0
m
LU
F-
`
PROPOSED
VDOT
STD. CD-1
co
Lu
o
z
+
O
545
-
N
r
�
w
545
In
-
EXISTING
GRADE (TYP.)-
3oA
+
540
540
PROPOSED
8"x8" CROSS
& (4)
- 8" G.V.
Lu
� 3
535
>
/
PROPOSED
8"x6" REDUCER
535
0
�
9
PROPOSED
GRADE (TYP.)
Y
�
6
0'
w
m
'
530
;
'
530
z
o
PROPOSED
8" SANITARY
uu
PROPOSED
VDOT STD.
CD-1
SEWER
CROSSING
Ln
m
5�5
ROPOSED
6" CL. 5z DI WATERLINE
5�5
E-IN TO
EXISTING
o
BERKMAR
DRIVE
o
1+88, ELEV=518.83
°,
14'
d
to
520
4A
520
00�
FILL
(TYP.)
l
-
PROPOSED
6" go* BEND
TO
SED VDOT
STD. CD-1
\
FIRE HYDRANT
ASSEMBLY
E M P I
R E STR
ET
515
41 _
515
520
510
O
n 00
O
n N
O
a M
t(1
n N
D1
N
M
H 'i
1�
N N
O
M a
k
a 1p
M
m 0)
O
M ul
m
00 N
ID
O O
lD
Ch N
M
~ V1
a
a
p)
l6
Cl Ol
.1 N
n'1 M
M
ri V1
a
'.� l0
a
^ 00
a
N Ql
a
ri N
V1
',I M
Vl
a 00
V1
ri N
lD
O a
lD
,y Vl
lD
n'1 lD
lD
a
Ln
Ln
N
Ln
N
M
M
a
Ln
a
Ln
Ln
10
1XI
10
1XI
10+00 10+SO 11+00 11+SO 12+00 12+50 13+00 13+So 14+00 14+50 15+00 15+50 16+oo
17+00 17+So
575
565
PVI STA: 16+o7.z4
PVI ELEV: 546.ig
K: 26.00
LVC: 208.00
56o
N
V1
XISTING
GRADE (TYP.)
w
V
V
w
w
555
SCOTT/R. C>7LLINS'Z
No. 35791 b
?� 11/23/20�
_ zz
g
/ O
Lu
-2.00% 2 OOM�
VIIN. PROPOSED VDOT
PROPOSED VDOT
STD. CD-z STD. CD-2
\� z.000h z.00%
FIRE HYDRANTASSEMBLY
PROPOSED
WITH 8"x6"TEE
8"x8" CROSS & (4) - 8" G.V.
Ln 5:2'
w w
w
z `r
F
o Ln
w
0uj
+a
Nuj
F w
ut �
550
�
N
w
Z
�
FUTURE ROAD GRADE
Lu
545
Z
z
0
N
N
LL
o
z
a
O
_
END PROPOSED ROAD
CONSTRUCTION
AT
STA.15+68 & TIE-IN TO
EXISTING GRADE
u
"
N
w
O
F
PROPOSED TYPE
BLOW ASSEMBLY
A
540
H
>
0
m
-OFF
>
o
D 8" CL. 52 DI WATERLINE
L
¢
F
w
�
w
535
w
a
0
PROPOSED 8" SANITARY "'
Ln
SEWER CROSSING >
Lu
fie
C1 N
Ol
m 00
S M
p
U1
w
Oa
a
It
lD
00
Q1
�1
O
Oat
�l
a
Vt
Vt
1�
V0
ri
Li)
V1
Ul
V1
V1
V1
LLn
Vl
Vt
Vt
V1
L(1
f-
O
N
N
O
N
N
O
N
O
N
12+50
13+00 13+50 14+00
14+So
15+oo
15+50
16+oo
16+50
17+00
a
CO
1
M
SWEDE STREET
ti
a
M
m
PVI STA: +00.00
S66.
PVI ELEV:: 566.12
K: 12.26
LVC: 5o.00
O
F V 1 5 I A: to+l5.00 0 0 °o o r
PVI ELEV: 558 74 nr-_
K: 2.5o PVI S A; 11+lo.00 N `. N
LVC:10.00 PVI EkEV: 56o.64 u i PROPOSED GRADE (TYP.)
LOW PT. STA: io+iS.00 1.28.19 U m w
570 LOW PT ELEV:5S8.79 L:11 .00 m 570 N
0 � °o o m o PROPOSED VDOTSSTD.D-1 2 00%
00
n m ^ FILL (TYP.)
111 N 00 �-
+o +0 +^Ln
+ y - PROPOSED SANITARY SEWER 1
v H v o w EXISTING GRADE (TYP.): SERVICE LATERAL CROSSING N Z
U> - u 0 a
565 � m w U m v .5' MI 565 J
m wCN
mi PROPOSED8"x8"TEE w N IZ
& (z) - 8" G.V. 0
6.o8/o PROPOSED 8" 45° BEND Q W (f)
/ 1 z' 2.9' TO WOODBURN ROAD i W
560 � / WATERLINE CONNECTION
2 00%56o Ld J
o
°
ROPOSED 8" SANITARY z __J LL
PROPOSED VDOT STD. CD-2-o PROPOSED VDOT P
19 SEWER CROSSING _j � O
PROPOSED 8"x8" TEE / STD. CD-1 > Q
& (z) - 8" G.V. 3i1' wz (L
555 555 I --I
55°
z Lu
O �
°o v w
° M �
z'
21
STA. 11+81- INTERSECTION W/ EMPIRE
ROPOSED 8" CL. 52 DI WATERLINE
PROPOSED SANITARY SEWER
SERVICE LATERAL CROSSINGS
STREET
55°
vi
I
O'
J
=
U
1
O
O
W
z
J
W
�-
Q
w V1
�
ul z
Oa
N
00
N
^
00 O
H O
00
6
O
00
N
6
^^//
Lm
Ln
Ln
LU
w
�
U
O
Cz
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50
9+75
MARSAC STREET
F-
Q
0
z
Lu
U
Lu
w
J
co
W
VERTICAL GRAPHIC SCALE
5 & 2.5 5 10
J�
Q
0 O
O
N
( IN FEET ) NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN
1 inch = 5 ft. AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL
HORIZONTAL GRAPHIC SCALE
( IN FEET )
1 inch = 50 ft.
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.
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 i' OF VERTICAL SEPARATION FROM STORM
SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L &
SANITARY SEWER MUST BE PROVIDED.
w
o
w
x
a
m
JOB NO.
182152
SCALE
111 _ Sol
SHEET NO.
11
5
520
515
510
505
500
495
EX MH-HRVSTMN-1-1
STA:o+oo.00
R I M:482.71
490
INV IN. 477.o1 FROM MH-i
EX. INV OUT. 476.81
MH-1
STA:o+69.12
RIM:482.75
4s5
INV IN. 477.62 FROM MH-2
INV OUT. 477.42
TO EX MH-HrvstMn-1-1
48o
TIE-IN TO EXISTING
3.5
MII
SANITARY SEWER
MANHOLE
8" SDR-26 PVC
8" SDR-26 PVC
143.87 LF @ 0.56%
475
65.12 LF Qa o.63%
N
a
N
a
N
a
N
a
N
a
0+00 0+50 1+00
1+50
2+00
MH-2
STA:2+16.99
RIM:482.83
INV IN. 478.62 FROM MH-3 (2)
INV OUT. 478.42 TO MH-1
MH-3B
STA:6+o9.97
RI M:512.70
INV IN. 502.90 FROM MH-4
INV OUT. 502.7o TO MH-3A
MH-3A
STA:5+70.90
RIM:5o9.8o
INV IN. 502.00 FROM MH-313
INV OUT, 501.8o TO MH-3
MH-3
STA:5+47.36
INV IN. 5oo.6o FROM MH 3A i
INV OUT. 500.4o TO MHI-2
NG GRADE (TYP.)�
8" SDR-26 PVC
19.54 LF Qa 6.14%
8" SDR-26 PVC
326.37 LF Qa 6.67%
M V r9 N M
00 O O T O
d d t d 0
2+50 3+00 3+50 4+00 4+50
EXISTING RWSA 12" CIP
WATERLINE CROSSING
NOTE: CONTRACTOR SHALL TEST DIG THE EXISTING RWSA 12" CIP
WATERLINE TO CONFIRM DEPTH PRIOR TO INSTALLING SANITARY
SEWER MAIN TO ENSURE ADEQUATE SEPARATION IS ACHIEVED.
MH-5
STA:1o+i6.39
RIM:526.00
INV IN. 507.72 FROM MH-6�
INV OUT. 507.52 TO MH-4A
MH-4A
STA:8+84-75
RI M:514.50
INV IN. 5o6.8o FROM MH-5
INV OUT. 5o6.6o TO MH-4
MH-4
STA:8+17.93
RIM:512.42
INV IN. 5o6.25 FROM MH-4A�
INV OUT. 5o6.o5TO MH-3B
1`
8" SDR-26 PVC
203.89 LF [?a 1.540/0
8" SDR-26 PVC
62.82 LF Qa o.S5%
NOTE: CONTRACTOR SHALL TEST DIG THE EXISTING RWSA 12" CIP
WATERLINE TO CONFIRM DEPTH PRIOR TO INSTALLING SANITARY
SEWER MAIN TO ENSURE ADEQUATE SEPARATION IS ACHIEVED.
8" SDR-26 PVC
35.07 LF t7a 2.00%
O OD S L9 L9
O O
5+00 5+So 6+oo 6+5o 7+00
MH-7 - EX MH-HRVSTMN-1-3.
EXISTING RWSA12
WATERLINE CROS'
MH-6
STA:10+87.8o
�RIM:523.87
INV IN. 5o8.31 FROM MH-7
INV OUT. 5o8.11TO MH-5 530
MH-7
STA:11+63.66
RI M:523.75
INV IN. 509.00 FROM MH-8
/ INV OUT. So8.75 TO MH-6
1
TE: CONTRACTOR SHALL TEST DIG' EXISTING RWSA 3o" DIP
TERLINE TO CONFIRM DEPTH PRIOR TO INSTALLING SANITARY
EWER MAIN TO ENSURE ADEQUATE SEPARATION IS ACHIEVED.
8" DIP
8" DIP 63.32 LF t7a o.62%
13o.64 LF Qa 0.550,10
BORE & JACK PER ACSA STANDARDS 45 LF OF z4"
STEEL CASING PIPE (o.5o" MIN WALL THICKNESS)
W/ 8" RESTRAINED JOINT D.I. CARRIER PIPE.
TEST P520
IT
ELEV.=7.8' PROPOSED GRADE (TYP.)
515
EXISTING RWSA 3o" DIP
WATERLINE CROSSING
MIN. 510
8" DIP
71.85 LF (7a o.62%
lD
O
O
O
lD
M
O
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N
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rl
N
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N
N
N
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N
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tll
Ut
L!1
t!1
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7+50 8+oo 8+5o 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.
2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND
WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND
LINES AND STRUCTURES, AS NECESSARY.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER
CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA.
4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (i-800-552-7001).
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE & ONE-HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE,
OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC.
7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF
THE LINE.
9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
1o. 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).
SOS
500
495
490
W.
W
475
NOTES:
1. ALL FILL TO BE PLACED AT 95%COMPACTION.
2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L.
3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM
SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L &
SANITARY SEWER MUST BE PROVIDED.
NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE
SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE
FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR
CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE
SPECIFICATIONS, SECTION 302.03G.
VERTICAL GRAPHIC SCALE
IN FEET
1 inch = 5 ft..
HORIZONTAL GRAPHIC SCALE
500 25 50 100 200
( IN FEET )
I inch = 50 it
k
SCOTT/R. Cb-LLINS'Z
No. 35791 b
?� 11/23/20�
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SCALE
111 = 5Q,
SHEET NO.
12
570
565
56o
555
M H-16
550 STA:o+71.84
RIM:544.00
INV IN. 531-45 FROM MH-17
INV OUT. 531.z5 TO MH-11
J r
M H-11
STA:o+oo.00
R I M:539. 00
INV IN. 526.45 FROM MH-16
INV IN. 526.45 FROM MH-12
INV OUT. 526.25 TO MH-io
540
DI
20SSING
535
530
EXISTING GRADE (TY
MH-z0
STA:4+72.47
R I M:56o. z5
INV IN. 549-53 FROM MH-21
INV OUT. 549-33 TO MH-ig
MH-ig
STA:3+79.01
RIM:559.67
INV IN. 548.7o FROM MH-20
INV OUT. 548.5o TO MH-18 /
MH-18
STA:2+86.34 /
RIM:555.13
INV IN. 547.2o FROM MH-1g P
INV OUT. 547-oo TO MH-17
PROPOSED 8" DI
MH-17 / WATERLINE CROSSING
STA:1+62.33
RIM:546.76
INV IN. 539.2o FROM MH-18
INV OUT. 539.00 TO MH-16
/ �5
575
MH-24
MH-23
MH-22
STA:8+o5.21
STA:9+29.53
MH-zl
STA:6+94.67
RIM:56g.67
RIM:57i.i7
STA:6+44.07
RIM:567.66
INV IN. 6z. FROM MH-z
5 45 4
INV OUT. 563.42 TO MH-23
RIM:567.39
INV IN. 561.2o FROM MH-23
INV OUT. 562.25 TO MH-22
570
INV IN. 559-37 FROM MH-22
INV OUT. 561.00 TO MH-22
INV OUT. 5S9.i7TO MH-20
1
_
PROPOSED 8" DI
-
WATERLINE CROSSING
PROPOSED 8" DI
WATERLINE CROSSING111.8'
56S
8" SDR-26 PVC
lyo.3y LF @ 0.
8" SDR-z6 PVC 81% 560
106.55 LF @ 0.99%
ED GRADE (TYP.
8" SDR-26 PVC
46.59 LF @ 3-50%
555
16
550
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 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 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.
u
g"SDR-16PV
LF @ 1.4710
L8"SDR-z6PVC
VERTICAL GRAPHIC SCALE
88.67
89.46
LF Qa 0.70%
545
s o Zs s to
MH-24 - MH-11
( W FEET )
I inch = 5 fl.
541�
HORIZONTAL GRAPHIC, SCALE
00
00
o
o
00 o�
a
m
V1
a
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lD
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M 00
to
10 00
l0
00
0 t0
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l0
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W
so 0 25 50 100 iof
Ln
ID
ID
4+00
4+50
5+00 5+50 6+oo 6+50
7+00
7+50
8+oo
8+50
9+00
g+So
IN FEET )
I. inch = 50. fL
570
525
r�
\\_8" SDR-26 PVC
67.84 LF @ 7.08%
� It
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00 m
nN.1 m
o 00
CO
N a
a
m a
s
a �
a
a
u
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l!1
l!1
l!1
Lf1
Ln Ll1
l.Il
Ln
0+00 o+So 1+00 1+So 2+00 2+So 3+00 3+So
INV IN. 5og
INV OUT.
565
1 550
MH-8
STA:1+00.45
�RIM:533,00
INV IN. 519.78 FROM MH-g
INV OUT. 5i9.58TO MH-7
535
MH-7 / \
STA:o+oo.00
RIM:Sz3'75
oo FROM MH-8
j/
;o8.75 TO M H-6
525
PROPOSED GRADE (TYP.
520 -
8" SDR-z6 PVC
137-45 LF @ 0.520A
15io
8" DIP
96.45 LF @ 10.97%
MH 15
STA:8+19.32
MH-14
RIM:563.50
STA:7+09.65
INV OUT.
557-75 TO
MH-24
RIM:559
58
FROM MH-3.
INV IN. 553.2o
INV OUT.
553•oo TO MH-13
MH-13
/
STA:6+25.51
RIKS54-00
INV IN. 548.2o FROM MH-14
INV OUT. 548.00TO MH-22
-
STA:S 36 86
RIM:548.75 /
SOR y6P3 a
Lk
@
g'
L
INV IN. 541.2o FROM MH-13
1o5rol
INV OUT. 541.00 TO MH-11
EXISTING GRADE
(TYP.)
69,4c,
co 5g9
°
/
a 1�0
M
PROPOSED
8 " DI
0-11
STA: 3
WATEIRLINE
CROSSING
RIM: 539 0o
INV IN. FROM MH-16
C
6Qd
S26.45
�INVIN.5z6.45FROM MH-12
pSo�o
INV OUT. TO MH-lo
�0��@g.
526.25
I
29 g 66V
MH-io
STA:3+67-39
1.5'
RIM:533.00
INV IN. 524.7o FROM MH-11 z5
INV OUT. 524.5o TO MH-9]
�
5. z'
1 114
o\�
MH-9
STA:2+41.89
by
4.1' O�Q@y
RIM:526.5o
Q
INV
IN. 520.7o FROM MH-lo
I
INV
OUT. 520.5oT0 MH-8
pti
h
8°5 Qa3.3%
1y15° �
>---Ty6PVC
8"SDF�6.63%
59 o4
MH-1,5 - MH-7
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565
56o
L1.1.1♦
550
545
540
535
530
525
520
515
5io
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SCOTT/R. Cb-LLINS'Z
No. 35791 b
?� 11/23/20�
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JOB NO.
182152
SCALE
1'1 _ 5Q1
SHEET NO.
13
a
0
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 3..' 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 ziA OR ziB, 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-1AS 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-i AS FOUND IN
THE 2oo8 ROAD AND BRIDGE STANDARDS.
c-
ooJ
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J M
0
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O N M
p m p M Ln M
ommwoo�
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Ln o F N > 565
xl 0 _r%M MlO � M Lno
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Ln
EXISTING > 06 nF c Z
m GRADE (TYP.) m �z z Z p y
CL
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Ln F z z z
56o
m
560
00
-° 0
o
m N
°mo
o
oo��,
O O
Ln
00
N rO L^F
ROPOSED GRADE (TYP.)
o
s 9
m Lz0
555
pM�M^
>
� ��
III>>
v~, z z
555
�zZ0
STR:26 VDOT STD. DI-3B (L=6')
v u m
F ? ? ?
Rc 6
TP=543.83
M
e m �
i5Q�53
INV IN: 536-35 TO 28
o
M M N°
W1
INV OUT: 536.25 TO 8
-O O O
55 550
Ln-FFFN
O Ln 0 M
p
>
0 o 0) eo it
O Lin LMn LMn F
R 1
STR:8 VDOT STD. MH
°ON
t z Z z p
TP=541.17
H a > > > >
9 9
INV IN: 534 0o TO io
V^ F
545
INV IN: 535.So TO 26
INV OUT: 529.67 TO 6
15"
RCP
54-30
LF Cal 5.52%
540
540
PROPOSED
8"
DI
15
1.4
15" RCP
WATERLINE
CROSSING
46.oi LF @a 3.z6%
PROPOSED
8" SANITARY
535
SEWER
CROSSING
535
4,1i 1
15" RCP
28.05 LF t?a 2.92%
530 PROPOSED 8" SANITARY
SEWER CROSSING
15" RCP
25.56 LF @a 2.93%
CONTRACTORSHALL INSTALL A
2 THICK STEEL PLATE AT THE
5�5 BOTTOM OF THE STRUCTURE
MIt m 0 LD M 'D ^ O 01
00 00
Ln
0+00 0+50 1+00 1+50 2+00
STR-36 - STR-8
530
570
565
56o
555
550
545
540
535
530
525
PROPOSED VDOT STD.
WITH RIPRAP OUT
520
INV. 0UT=51
515
PROPOSED GRADE (TYP
STR:10 VDOT STD. DI-3B (L=6')
TP=543.92
INV IN; 53T42 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
O
rl
00
J_
m
M
p �
0 O
F ~
Ln
0
STR:18 VDOT STD. DI-3B (L-i2') > 1O � 570
STR:16 VDOT STD. DI-3B (L=6') TP-566.33 D 0
INV IN: 559.35 TO zo v O>
TP=559.83 INV IN: 562.83 TO ROF11 Z
O
INV IN: 552.77 TO 22 INV OUT: 559.25 TO 16
INV IN: 552.77 TO 18 /
INV IN: 556.33 TO ROOF6
INV OUT: 552.67TO 14
-
PROPOSED 8" DI
565
-WATERLINE
STR:14 VDOT STD. DI-36
CROSSING
PROPOSED
8"
DI
68
TP=556.84
WATERLINE
CROSSING
INV IN: 549.75 TO 16
INV IN: 55333 TO ROOFS
56o
INV OUT: 54633 TO 12 1.0'
I I
STR:12 VDOT STD. DI-3B (L=6') /
TP=548.28
INV IN: 542.25 TO 14 PROPOSED 8" DI 15 RCP o
INV IN: 542.00TO 12B WATERLINE CROSSING 3o.z3 LF Cal 1.06/0 INV IN: 543.25TOROOF4 f i51i2FC�Q % 555
INV OUT: 54o.9oTOo 1z
/ J
5355
INV OUT: 529.67TO
6
/00
STR:6 VDOT
STD. DI-3B (L=io')
PROPOSED
6" DI
TP=534.25
WATERLINE
CROSSING,000000�
00
INV IN: 5z8.58 TO
8
INV
OUT: 523.5o TO
4
000
R@
11
I
000
�F
k
1y0.516
STR:4 VDOT STD. DI-3B (L=8')
TP=527.58
CONTRACTOR SHALL INSTALL
A
INV IN: 522.25 TO 6
00000
%" THICK STEEL PLATE AT THE
INV IN: 520.27 TO 4B
BOTTOM OF THE STRUCTURE
INV OUT: 520.17 TO z
18" RCP
STR:z VDOT STD. MH
54.69 LF Cal 2.14%
TP=526.00
1.o' CONTRACTOR ISHALL INSTALLA
INV IN: 53.9.52 TO 4
WTHICK STEEL PLATE AT E
INV OUT: 519.4z TO /
BOTTOM OF THE STRUCTURE
PROPOSED 8' SANITARY
SEWER CROSSING
\
24" RCP
i
zoo
62.15 LF @a 1.75%
L ma
zwl�
CONTRACTOR
SHALL INSTALL A
%"
THICK STEEL PLATE AT THE
BOTTOM
OFTHE STRUCTURE
30 RCP
24 Ri
P
30 RCP
9�,33 LF Call
°
0.71/0
76.74
LF Cal 1.63%
65.7o LF Cal 0.64%
Vl
W n
n
W Jl
X1Li) n
l� N
W 00 1.
lH
Ln vi
vi
Ln
Ln
vMi
LNn
Ln
Ln
9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00
11
II
EXISTING GRADE (TYP.)
zw
m
LL
m
m N n
O
�
p
p } O
STR:16 VDOT STD. DI-3B (L=6')
o
N O
OF
TP=5S9.83
F
Ln
000
Ln 0
IN: 552.77 TO 22
°INV
,
O
INV IN:552.77 TO 18
oo`
O -D n^--p
p
"' rt
_> oo �:
INV IN: 55633 TO ROOF6
>
O1 Ln LLnF
It �
INV OUT: 552.67TO 14
n
"z z o
IL^- 0
H a»>
Ln H Z Z
L„Fzzz
56o 56o
PROPOSED 8" DI
WATERLINE CROSSING PROI POSED GRADE (TYP
555 1 555
15" RCP
55.27 LF t7a 1.63%
34'
550 1 550
iS" RCP
28.73 LF Cal o.8o%o
PROPOSED 8" SANITARY
SEWER CROSSING
545 1545
525 N
, l W n
Wl
M ^ Ln L!1
0+00 0+50 1+00
2+So 3+00 1STR-24 - =-16
15 R@ 3.3a%
a6.44�"F
CONTRACTOR SHALL INSTALL A
%" THICK STEEL PLATE ATTHE
BOTTOM OF THE STRUCTURE
VERTICA� GRAPHf SCALE
25
O
LnN
d co
00 W
mm
Ln
N
Ln
H
co
Ln
(�
13+50 14+00
14+50 15+00
15+50
STR-2o TO OUTFACE
J
m N
r;n
p ON
STR:iz VDOT STD. DI-3B (L=6')
0 m O 555
S
TP=548.28
v~i -O F
INV IN: 541.25TO14
F o?
INV IN: 541.00 TO 12B
o 9 a
INV IN: 543.25 TO ROOF4
m N
INV OUT: 54o.9oTO10
N 00
Ln ? O
550
a > > 550
Ln F Z Z
1545 PROPOSED 8"
WATERLINE CROSSR
1.3'
545
D GRADE (TYP.)
( IN FEET )
inch = 5
IN FEET )
ncl = J
1p
Ln
M M
^ O
O
Vl
Ln
16+oo 16+So 17+00 17+So 18+oo 18+So
555
00
555
d
EXISTING GRADE (TYP.)
V
M
�o
TRao VDOT STD. DI-3B (L=6')
p O
TP=543.92
v~i o
F--LO
550
INV IN: 537.42 TO 12
INV IN: 536.75 TO ioB
p m
INV IN: 540.42TO ROOFS
00
m o F
INV OUT: 535A7 TO 8
0 �
O
ILn
CL
Ln F z
545
545
PROPOSED 8" DI
WATERLINE CROSSING
PROPOSED
GRADE
(TYP.)
154o
540
540 540
15" RCP 535 535
34-og LF Cal 1.17% iS" RCP
28.96 LF dal z.59%
535 535 CONTRACTORSHALLINSTAL
%" THICK STEEL PLATE AT TF
530 BOTTOM OF THE STRUCTURE
N �
N
d m
Ln �
Ln
-0+25 0+00 0+50 0+75
STR-12B TO STR-12
0
L"
S
Ln
0+00 0+50
STR-ioB - STR-10
550
545
540
535
530
525
520
515
19+00 19+25
50
EXISTING GRADE (TYP.)
°m Li
535
0 -0 0 535
0�
n
O0^ °N
STR:4 VDOT STD. DI-3B (L=8')
p N
m
TP=527.58
INV IN: S22.25 TO 6
-t u _ 0 530
INV IN: S20.27 TO 4B
a »
nF ZZ
INV OUT: Szo.i7TO z
525
IhA
525
III
PROPOSED GRADE (TYP.)
PROPOSED 8" DI
WATERLINE CROSSING
1.3'
520
520
15" RCP
27.72 LF @ 1.12%
515 1 1 1 515
� N
lD
N �
N LA
N
-0+25 0+00 O+So 0+75
STR-4B TO STR-4
SCOTT/R. (17LLINS'Z
No. 35791 b
?� 11/23/20�
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SCALE
1LL _ SQL
SHEET NO.
14
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II
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00
J
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II
J
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Co
m
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EXISTING GRADE (TYP.
Ei m
v~
555
OF 555
m
p � a0
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EXISTING GRADE (TYP.)
IN
EXISTING GRADE (TYP.
_>
H o
565
Ln
565
N
o 0
F O
555 555
STR:30 VDOT STD. DI-3B (L=6')
4
0> 0 m
STR:34 VDOT STD. DI (L=6')
_0
~O H
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F
v
TP= 8.
54 33
m y �F
M ma z D
TP=558.17
INV IN: 551.35 TO 34B
0^ vn
m 1O H
525
> R v v F
N z z
O N H
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o
c`
INVIN:541.1oT03o6
v-O
a»
INV IN: 552-35 TO 36
m ��
u,--O
II
4Z
°N° o-�
M
_
0
p m ko
O N
INV IN: ooTO 2
543 3
INV OUT: TO
�
Ln F Z Z
55 0
INV IN: 6 TO ROOF10
554 7
>
a O
»>
v~ r?? z
� z o
?
0 0o
O
541.00 28
INV OUT: 551.25 TO 32
in I- ?
5 60
��
a x >
55D
O O O F
550
,n HwZ
~O
F- F-
9 L9 o M
STR:28B VDOT STD. DI-3B (L=6')
520
_
520
0 o o moo Ln
> o MH
TP= 54533
ROPOSED GRADE
(TYP.)
00 � ....
N z z z
INV IN: 540.00 TO YD-io
545
545
ROPOSED
GRADE
(TYP.)
PROPOSED
GRADE
p
INV OUT: 539.00 TO 28
PROPOSED
8"
DI
I
555
545
F- 0- Z Z Z Z
545
1
PROPOSED
8" DI
WATERLINE CROSSIN
I
EXISTING GRADE
(TYP.)
- - - -
.2'
WATERLINE
CROSSING
1.1'
515
515
PROPOSED
SERVICE
WATER
CROSSING
_PROPOSED
GRADE
(TYP.)
540
540
i5" RCP
15" RCP
550
550
66.17 LF @o.73%
540
1 5'
5401
27.75 LF Qa 1.440/0
1I
L15" RCP
535 so.81 LF @a 1.970/0 535
n N N N
O rn
Ln
0+00 0+50
STR-28B -STR-28
535 535
545
� M
o 06
Ln "t
Ln
0+00 0+50
STR-3oB - STR-3o
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 1' OF VERTICAL SEPARATION FROM STORM
SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L &
SANITARY SEWER MUST BE PROVIDED.
NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE
SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE
FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR
CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE
SPECIFICATIONS, SECTION 302.03G.
NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH
OF i2' OR GREATER SHALL HAVE SAFETY SLABS IN
ACCORDANCE WITH STANDARD SL-i 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-i AS FOUND IN
THE 2oo8 ROAD AND BRIDGE STANDARDS.
15" RCP
28.7o LF @ o.8o%
545
C
00
0+00 0+50
STR-34B - STR-34
510 510
VERTICAL GRAPHIC SCALE
a 2.5 5 ID
( IN FEET )
1 inch = 5 fr.
HORIZONTAL GRAPHIC SCALE
( IN FEET )
I. inch. = 50 ft.
STR:40 VDOT STD. DI-3B (L=8')
TP=521.00
INV IN: 516.02 TO 42
INV OUT: 515.92 TO 38B
ib
d
oo
m
dm �
0
71
Ci a a0
H OO~
p
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Ln H ^,
N
It
~O n n
�0
5�5 Ln O u
0 o w� Ln
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STR:38 VDOTSTD. MH-� -� N
O
n N `" ` :D N �
z-
TP=519.92
,N„ O
u O
m
INV IN:514.ioTO38B m 00 ��
0- z- Z Z
~
~ ° >
~ z
INV IN: 514.io TO 48 M u Z=O
--
�'
INV OUT. 514.00 Tb EX. CULVERT F a > >
1 520 Ln z z
520
515I I L
1S" RCP
15.6o LF Qa o.96%
15 RCP 15" RCP
510 48.67 LF Qa 3.23% 27.81 LF Qa 0-S4% 510
n 0)lD !^Yl
Ln V N N N
0+00 0+50 1+00
STR-44 - =-38
(TYP.)
O00
O m,
o N o 0
N N N N
0+00 0+50
STR-42B - STR-42
20
NOTE: WATER MAIN CROSSING BELOW
CULVERT SHALL BE INSULATED.
565 PROPOSED GRADE (TYP.)
565
EXISTING
GRADE
(TYP.)
PROPOSED
VDOT
STD. ES-i
WITH RIPRAP
--,
OUTFALL
- -
560
r2INV.
1.3 NV.
560
15" RCP
IN=56o.42
6734 LF C 0.62%
OUT=56o.00
IED
PROPO
INSULATED
WATERLINE
CROSSING
555
555
O
00 n
w lD
W
00 O
00
Ln
0+00 0+50 1+00 1+50
CULVERT
2+00 2+50
t
SCOTT/R. (17LLINS'Z
No. 35791 b
?� 11/23/20�
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Project Berkmar Overlook
Plan SheetNo.
Designer AML, PE
Sheet 1 of 1
Culvert
Rev. Data
Date 13/2020
AHW Controls
STATION:
HYDROLOGICAL DATA:
100 yr. Flood plain
elev.-
Design AHW depth
elev.
Structures
elev.
treq. TWelev.
Culvert#9: DA=0.56 ac., Cw=0.45, Tc=13 min., 2-year Q=0.93 ds, 10-year Q=1.29
=
Cis
Shoulder
_
elev. 562.5
_
I
CL
elev. 562.33
DISCHARGES USED
RISK ASSESSMENT
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 Signilcant lmpact
Orig. Gr. Elev.
L=
67.34 Orig. Gr. Elev.
Q - CFS
HEADWATER COMPUTATIONS
CONT.
OUTLET
INLET CONT.
OUTLET CONTROL
CULVERT TYPE & SIZE
Q
Q/B
HW.
VELOCITY
Trea
COMMENTS
HW/D
HW
Ke
do
(dc+D)/2
ho
H
LSo
HW
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
0.5
0.5
3.18
ES-1
VDOTSTD. EC-1 Class Al OulletPnhtection
Proposed 15" RCP Culvert(10 yr)
1.29
1.29
0.5
0.6
0.5
0.4
0.83
0.83
0.1
0.4
05
0.6
3.46
STR:48 VDOT STD. DI-i
TP=5i9.5o
PROPOSED GRADE (TYP.)- INV IN: 514-55 TO SWIM
INV IN: 514-SS TO So
STR:38 VDOT STD. MH INV OUT: 514.45 TO 38
TP=5i9.92 S�5
INV IN: 514.10 TO 386
INV IN: 514.10 TO 48
INV OUT. S14.00 Tb EX. CULVERT STR:So VDOT STD. DI-3B (L=6')
TP=520.17
Ii rINV OUT: 514548
52O 20I
z4" RCP L15" RCP
17.o6 LF Z.oS 0 18.82 LF @ 1.97%
S1 I I 510
0+00 0+50
STR-50 - 7R-738]
S35
w 535
EXISTING GRADE
(TYP:
F-
U
PROPOSED
GRADE (TYP.
�- w
It
Ln
530
o n
Lu
/Ln -
s
530
/
Q �o
H-
Ln OO
't
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�o
525
0 0 Ln
> m ; � �
a v)Z Z00
II >
LACL
F- z
525
N CL F- Z Z Z
520
520
S15
RCP
515
2
LF 1.99"
y18.99
510
510
0
0
ko r
m
p
01 N
L
V1 m
Ln
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0+00 0+50 1+00
SWM - STR-48
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N N N
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JOB NO.
182152
SCALE
1'1 _ Sol
SHEET NO.
15
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4 own
SCOTT R. LLINS�
U No. 35791
11/23/20
SS[ORAL ECG
YD �sw -
CULVERI
PROPOSED PRIVATE YARD LOT 6 ` - y / V \ �v7%
- & ROOF DRAIN SYSTEM / m
- -
�
w
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LO 0
�s PROPOSED DRAINAGE DIVIDE (TYPJ� \ w m
\ LOT 4 _ ♦ ` ♦ YD-i8 - 0 R SRO POSE D - \ \ v w
i
- PROPOSED DRAINAGE DIVIDE (TYP.) , / \ ♦ 4 A \ ` w
- --
-- -- s i ♦ -
LOT7lo
LU 0
LU Z
LOT 8
!-IQ• Z O J Z
\ YD 7 ` \!
YD- Y
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5 y` PROPOSED PRIVATE YARD O w ¢ �
-- A- \ YD-6 - S ' ♦ _ LOT g ♦ 5 5 SYSTEM
DLO 3 �♦ v - z
� _ = � & ROOFTE\
( DRAIN S �
' ♦ ! !CO 5
% i� - - IA o z
\ LU a
\ 1 -LU
-- a
LOT iz SOT 13 LOT24 LOT 3.� � � / W LOT ♦ ! LU
LOTi ! � � S � V Doti, �� � z < o
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LOT 16 LOT17 M� w YD i3 ♦ Co twit
I ,
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DRAINAGE DESCRIPTIONS
PIPE INFORMATION
INLET INFORMATION
STIR. NO.
DIA.
(in.)
LENGTH'
(ft.)
SLOPE
(%)
INVERT
IN
INVERT
OUT
MATERIAL
INLET TYPE
Curb
Type
SLOT
LENGTH
RIM
ELEVATION
20
DIJB
CG-6
10
566.63
19
15
30.23
1.06%
559.67
559.35
RCP
18
DI-38
CGE
12
566.33
17
15
151.22
4.29%
559.25
552.77
RCP
16
DI-38
CG-6
6
559.83
15
15
1 86.44
3.38%
552.67
549.75
RCP
14
DI-3B
Cl
8
556.84
13
15
122.34
4.15%
546.33
541.25
RCP
12
DI-36
CG-6
6
548.28
11
18
120.58
2.89%
540.90
537.42
RCP
10
DI-3B
CG-6
6
543.92
9
18
54.69
2.14%
535.17
534.00
RCP
8
MH
CG-6
0
541.17
7
24
62.15
1.75%
529.67
1 528.58
1 RCP
6
DI3B
CG-6
10
534.25
5
24
76.74
1.63%
523.50
522.25
RCP
4
DI-3B
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-3B
CG-6
8
527.67
4A
15
27.72
1.12%
520.58
520.27
RCP
10B
DI-3C
CG-6
8
544.06
10A
15
28.96
1 2.59%
537.50
536.75
RCP
12B
DI-3B
CG-6
12
548.27
12A
15
34.09
1.17%
541.40
541.00
RCP
24
DI-3B
CG-6
6
559.83
23
15
55.27
1
554.00
553.10
RCP
22
DI-38
CG-6
8
559.92
21
15
28.73
0.80%
553.00
552.77
RCP
36
0I-36
CG-6
8
561.08
35
15
55.41
5.36%
555.33
552.35
RCP
34
DI38
CG-6
6
558.17
33
'I1
99.78
5.16%
551.25
546.10
RCP
32
DI3B
CG-6
8
552.00
31
15
54.30
5.52%
546.00
543.00
RCP
30
DI38
CG-6
6
54E
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
0I-38
CG-6
6
543.83
25
15
25.56
2.93%
536.25
535.50
RCP
28B
DI38
CG-6
6
545.33
28A
15
50.81
1.87°/a
539.00
538.00
RCP
30B
Ell
CG-6
8
548.50
30A
15
27.75
1.44%
541,50
541.10
RCP
34B
DI-38
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
Dl
CG-6
8
521.08
41
15
27.81
0.54%
516.17
516.02
RCP
40
DI-3B
CG-6
8
521.00
39
15
48.67
3.23%
515.92
514.35
RCP
38B
DI-3C
CG-6
6
519.83
38A
15
15.60
0.96%
514.25
514.10
1 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
SWM
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
1 15
5.7
1 14.7
1 20
UJ
6
YD 5
YD 4 \ ♦ ! \ _LU
1 ♦ _ XISTIN LOT38
�I
MET
Y - _� ! -
YD
L
36
EMPIRE STREET ! 4TM- r� _ - LOT \
F
LOT y - -� ♦ �. ,�-.l�'iil�-.ro._ ♦,:.�
Structure
Area
Cw
t°
(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
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0.11
0.70
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0.03
0.60
5.0
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0.07
0.70
6.0
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0.09
0.70
5.0
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0.15
0.60
6.0
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0.07
0.70
6.0
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0.75
6.0
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0.22
0.55
6.0
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0.00
0.90
5.0
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0.06
0.85
5.0
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0.15
0.70
6.0
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0.14
0.65
5.0
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0.35
0.35
11.0
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0.00
0.90
5.0
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0.11
0.30
6.0
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0.10
0.60
6.0
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0.01
0.90
5.0
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0.79
0.60
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0.16
0.90
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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
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ROOF9
0.13
0.90
5.0
ROOF10
0.14
0.90
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ROOF11
0.12
0.90
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YD-1
0.27
0.30
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YD-2
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YD-3
0.17
0.50
6.0
YD-4
0.15
0.30
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YD-5
0.13
0.50
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YD-6
0.03
0.30
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YD-7
0.05
0.30
6.0
YD-8
0.03
0.55
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YD-9
0.09
0.50
6.0
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0.00
0.90
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YD-11
0.08
0.50
6.0
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0.45
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0.07
0.45
6.0
YD-14
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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
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Design Storm Year =
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SCOTT R. LLINS'Z
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11/23/20�
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Project:
Berkmar Overlook
Job#:
182152
Prepared by:
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PIPE DESIGN
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Pipe
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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
8.54
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
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0.013
0.0289
18
17.86
10.19
0.20
10
6
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
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0.09
0.65
0.059
3.757
7.26
6.00
0.35
18.94
520,17
519.52
91.3
0.013
0.0071
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34.56
7.16
0.21
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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
Rpe run: STR-48 - SlR 4
48
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
Rpe run: STR-10B - STR-10
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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
Rpe run: STR-72B- STR-12
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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
Rpe run: STr2-24 - ST2-16
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
?2
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0.18
0.70
0.126
0.501
6.00
6.35
0.80
3.18
553.00
552.77
28.7
0.013
0.0080
15
5.78
4.79
0.10
Rpe 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
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0.07
0.70
0.049
0.260
6.16
6.30
0.31
1.64
55125
546.10
99.8
0.013
0.0516
15
14.67
7.78
0.21
32
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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
6.67
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
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0.05
0.75
0.038
1.023
6.62
6.17
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6.31
536.25
535.50
25.6
0.013
0.0293
15
11.06
9.30
0.05
Rpe run: STR-288 - STR-28
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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
Rpe run: STR-308 - STR-30
306
30
0.09
0.70
0.063
0.144
5.00
6.67
0.42
0.96
541.50
541.10
27.6
0.013
0.0144
15
7.75
4.22
O.N
Rpe run: STR-346 - STR-34
348
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
Rpe run: STR-44 - EXISTNG 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
27.8
0.013
0.0054
15
4.75
4.23
O.N
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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
6.53
0.10
388
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
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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
Rpe run: STR-50 - ST2-38
50
48
0.10
0.60
0.060
0.060
6.00
6.35
0.38
0.38
514.92
514.55
18.6
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
Rpe run: SWM - STR-48
SWIM
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
Rpe run: STR-42B - STR-42
428
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
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11/23/20�
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for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr
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for inlets drainingto stormwater management facilities where owdand flow to facilities is not available 100% capture is required at 6.5in/hr
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" gutter longitudinal slope of 0.001 should be used in a sump condition
grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depthCD
for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities
NOTE: Inlet size for structures determined by owdand flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas.
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" gutter longitudinal slope of 0.001 should be used in a sump condition
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for inlets draining to stormwater management facilities, the 6.5in/hr check stone will suffice for the 10yr conveyance to the facilities
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.
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SHEET NO.
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)
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0.33
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0.083
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4.1650
2.86
0.99
3.5192
0.1466
0.1652
7.02
1.42
1.00
0.33
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0.12
0.70
0.084
0.34
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0.34
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0.0833
4.1650
3.91
0.95
3.5192
0.1466
0.1593
4.50
1.33
1.00
0.34
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0.16
0.70
0.112
0.45
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0.45
0.0505
0.0200
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0.0633
4.1650
3.64
0.97
3.5192
0.1466
0.1622
6.58
0.91
0.99
0.44
0.01
10
12B
3B
12.0
0.33
0.85
0.215
0.86
0.00
0.66
0.0505
0.0200
2.0
0.0833
4.1650
4.65
0.90
3.5192
0.1466
0.1520
8.99
1.33
1.00
0.86
0.00
14
3B
8.0
0.14
0.65
0.091
0.36
0.00
0.36
0.0603
0.0200
2.0
0.0833
4.1650
3.26
0.98
3.5192
D.1466
D.1637
6.33
1.26
1.00
0.36
0.00
16
3B
6.0
0.12
0.70
0.084
0.34
0.00
0.34
0.0223
0.0200
2.0
0.0833
4.1650
3.81
0.96
3.5192
0.1466
0.1608
4.59
1.31
1.00
0.34
0.00
18
3B
12.0
0.42
0.70
0.294
1.18
0.00
1.16
0.0319
0.0200
2.0.
0.0833
4.1650
5.70
0.84
3.5192
0.1466
0.1432
9.27
1.29
1.00
1.18
0.00
20
3B
10.0
0,35
0.70
0.245
0.98
0.00
0.98
0.0233
0.0200
2.0
0.0833
4.1650
5.65
0.84
3.5192
0.1466
0.1432
7.81
1.28
1.00
0.98
0.00
22
3B
8.0
0.18
0.70
0.126
0.50
0.00
0.50
0.0223
0.0200
2.0
0.0833
4.1650
4.44
0.92
3.5192
0.1466
0.1549
5.56
1.44
1.00
0.50
0.00
24
3B
6.0
0.04
0.60
0.024
0.10
0.00
0.10
0.0162
0.0200
2.0
0.0833
4.1650
2.53
0.99
3.5192
0.1466
0.1652
2.42
2.48
1.00
0.10
0.00
26
3B
6.0
0.05
0.75
0.038
0.15
0.00
0.15
0.0200
0.0200
2.0
0.0833
4.1650
2.88
0.99
3.5192
0.1466
0.1652
3.11
1.93
1.00
0.15
0.00
28B
3B
6.0
0.03
0.60
0.018
0.07
0.00
0.07
0.0353
0.0200
2.0
0.0833
4.1650
1.96
1.00
3.5192
0.1466
0.1666
2.70
2.22
1.00
0.07
0.00
30
3B
6.0
0.07
0.70
0.049
0.20
0.00
0.20
0.0719
0.0200
2.0
0.0833
4.1650
2.50
0.99
3.5192
0.1466
0.1652
5.11
1.17
1.00
0.20
0.00
30B
3B
8.0
0.09
0.70
0.063
0.25
0.00
0.25
0.0659
0.0200
2.0
0.0833
4.1650
2.79
0.99
3.5192
0.1466
0.1652
5.54
1.44
1.00
0.25
0.00
32
3B
8.0
0.15
0.60
0.090
0.36
0:00
0.36
0.0627
0.0200
2.0
0.0833
4.1650
3.22
0.98
3.5192
0.1466
0.1637
6.37
1.26
1.00
0.36
0.00
34
3B
6.0
0.07
0.70
0.049
0.20
0.00
0.20
0.0559
0.0200
2.0
0.0833
4.1650
2.82
0.99
3.5192
0.1466
0.1652
4.74
1.27
1.00
0.20
0.00
34B
3B
B.0
0.12
0.75
0.090
0.36
0.00
0.36
0.0617
0.0200
2.0
0,0833
4.1650
3.23
0.98
3.5192
0.1466
0.1637
6.34
1.26
1.00
D.36
0.00
36
3B
B.p
0.22
0.55
0.121
0.48
0.00
0.46
0.0375
0,0200
2.0
0.0833
4.1650
3.98
0.95
3.5192
0.1466
0.1593
6.29
1.27
1.00
0.48
0.00
40
3B
8.0
0.15
0.70
0.105
0.42
0.00
0.42
0.0348
0.0200
2.0
0.0833
4.1650
3.81
0.97
3.5192
0.1466
0.1622
5.73
1.40
1.00
0.42
0.00
42
3B
8.0
0.14
0.65
0.091
0.36
0.00
0.36
0,0348
0.0200
2.0
0.0633
4.1650
3.61
0.97
3.5192
0.1466
0.1622
5.39
1.48
1.00
0,36
0.00
50
3B
6.0
0.10
0.60
0.060
0.24
0.00
0.24
0.0217
0.0200
2.0
0.0833
4.1650
3.38
0.98
3.5192
0.
0.1637 0.1637
3.91
1.54
1.00
0.24
0.00
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
� d
a
Y
N n C
U O)
V
c
m
'rn
d >
o >
m a
O
� o
�
�
n
+I v d Z i
��
m 10
g `m o
�
o
c
m t0 m � N y
N II II m � E
pO
`
�
a > w
¢ U U ti d O
vi �d w
m in �i uI O d IY
4
36
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
36
8.0
0.15
0.55
0.083
0.54
0.00
0.54
0.0726
0.0200
2.0
0.0833
4.1650
3.84
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
0.0833
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
0.16
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
3B
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
7.00
1.39
0.00
14
3B
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
7.02
7.00
0.59
0.00
i6
38
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
38
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
7.00
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
0.16
0.70
0.126
0.82
0.00
0.82
0.0223
0.0200
2.0
0.0633
4.1650
5.32
0.87
3.5192
0.1466
0.1476
7.02
1.14
1.00
0.82
0.00
24
38
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
3.97
2.02
1.00
0.16
0.00
26
36
6.0
0.05
0.75
0.038
0.24
0.00
0.24
0.0200
0.0200
2.0
0.0633
4. t650
3.45
0.97
3.5192
0.1466
0.1622
3.86
7.55
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
3B
B.0
0.09
0.70
O.l)63
0.41
0.00
0.41
0.0659
0.0200
2.0
0.0633
4.1650
3.35
0.98
3.5192
0.1466
0.1637
6.83
1.17
1.00
0.41
0.00
32
3B
8.0
0.15
0.60
0.090
0.59
0.00
0.59
0.0627
0.0200
2.0
0.0633
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
D.0833
4.1650
3.14
0.99
3.5192
0.1486
0.1652
5.82
1.03
1.00
0.32
0.00
348
38
8.0
0.12
D.75
0.090
0.59
0.00
0.59
O.D617
0.0200
2.0
0.0833
4.1650
3.88
0:96
3.5192
0.1466
0.1608
7.86
7.02
1.00
0.59
0.00
36
36
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
38
9.0
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
0.66
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
(IN/BR)
Q
(CFS)
44
DI-1
2.33
]0.00
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% cloyed
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
030
4.00
0.13
0.3
WEIRFLOW
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
030
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
�
in
Y1
a
y
�°
L
d
L
L
O
O
S
C
m
u
v o
3
�
o
v
m
r
0
o
m
m
Z
�
E
m
x
S
E
c
33
aa
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
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
STRUCl'r1RE
DRAINAr�
D
�*)
FLOW TYPE.
IIVI,Er
TYPE
AREA
(FTC)
PERIMETER
(FT)
A
(ACRES)
C
I
ON1FiR)
Q
(CFBJ
YD-1
24"NyloplastYardlnlet
1.40
21.73
0.27
0.30
4.00
0.324
0.35
WEIR FLOW
YD-1
24" Nyloplast Yard Inlet
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
WEIR FLOW
YI}1
24"NyloplastYardlrilet-50%clogged
0.70
10.87
0.27
0.30
6.50
0.527
0.77
WEIR FLOW
YD-2
12" Nyloplast Yard Inlet
0.43
11.19
0.14
0.50
4.00
0.280
0.49
WEIR FLOW
YD-2
12" Nyloplast Yard Inlet
0.43
11.19
0.14
0.50
6.50
0.455
0.68
WEIR FLOW
YD-2
12" Nyloplast Yard Inlet- 50% clogged
0.22
5.60
0.14
0.50
4.00
0.280
0.75
WEIR FLOW
YD-2
12"Nyloplast YardInlet-50%clogged
0.22
5.60
0.14
0.50
6.50
0.455
1.86
WEIR FLOW
YI)-3.
12"Nyloplast Yard Inlet
0.43
11.19
0.17
0.50
4.00
0.340
0.56
WEIR FLOW
YD-3
12" Nyloplast Yard Inlet
0.43
11.19
0.17
0.50
6.50
0.553
0.78
WEIR FLOW
YD-3
12" Nyloplast Yazd Inlet - 50% clogged
0.22
5.60
0.17
0.50
4.00
0.340
1.04
WEIR FLOW
YD-3
12"NybplastYazdInlet-50%clogged
0.22
S.fiO
0.17
0.50
6.50
0.553
2.74.
WEIR FLOW
YD-4
12" Nyloplast Yard Inlet
0.43
11.19
0.15
0.30
4.00
0.180
0.37
WEIR FLOW
YD-4
12"Nyloplast Yardlnlet
0.43
11.19
0.15
0.30
6.50
0.293
0.51
WEIR FLOW
YD-4
12"NyloplastYazdInlet-50%clogged
0.22
5.60
0.15
0.30
4.00
0.180
0.58
WEIR FLOW
YD-4
12" Nyloplast Yard Inlet - 50% clogged
Q22
5.60
0.15
0.30
6.50
0.293
0.81
WEIR FLOW
Y0.5
12" Nyloplast Yazd 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 Yazd Inlet - 50% clogged
0.22
5.60
0.13
0.50
4.00
0.260
0.75
WEIR FLOW
YD-5
12"NyloplastYazdInbt-50%clogged
0.22
5.60
0.13
0.50
6.50
0.423
1.60
WEIR FLOW
YD-6
12" Nyloplast Yard Inlet
0.43
11.19
0.03
0.30
4.00
0.036
0.13
WEIR FLOW
Y0.6
12" Nyloplast Yard Inlet
0.43
11.19
0.03
0.30
6.50
0.059
0.17
WEIR FLOW
YD-6
12"NyloplastYardlnlet-50%clogged
0.22.
5.60
0.03
0.30
4.00
0.036
0.20
WEIR FLOW
Y0.6
12" Nyloplast Yard Inlet - 50% clogged
0.22
5.60
0.03
0.30
6.50
0.059
0.28
WEIR FLOW
YD-7
12"NybplastYazd]nkt
0.43
11.19
0.05
0.30
4.00
0.060
O.1S
WEIR FLOW
YD-7
12"Nybplast Yard Inlet
0.43
11.19
0.05
0.30
6.50
0.098
0.24
WEIR FLOW
YD-7
12" Nyloplast Yard Inlet - 50% clogged
0.22
5.60
0.0$
0.30
4.00
0.060
0.28
WEIR FLOW
YD-7
12"NyloplastYazd Inlet-50%clogged
Q22
S.fiO
0.05
0.30
6.50
0.098
0,39
WEIR FLOW
YD-8
12" Nybplast Yazd Inlet
0.43
11.19
0.03
0.55
4.00
0.066
0.19
WEIR FLOW
Y1?8
12" Nyloplast Yazd Inlet
0.43
11.19
0.03
0.55
6.50
0.107
0,26
WEIR FLOW
YD-8
12"NyloplastYazdInlet-50%clogged
0.22
5.60
0.03
0.55
4.00
0.066
0.30
WEIR FLOW
YD-8
12" Nyloplast Yard Inlet - 50% clogged
0.22
5.60
0.03
0.55
6.50
0.107
0.41
WEIR FLOW
YD-9
12" Nyloplast Yard Inlet
0.43
11.19
0.09
0.50
4.00
0.180
0.37
WEIR FLOW
YD-9
12" Nyloplast Yard Inlet
0.43
11.19
0.09
0.50
6.50
0.293
0.51
WEIR FLOW
YD-9
12"NyloplastYardInlet-50%clo
0.22
5.60
0.09
0.50
4.00
0.180
0.58
WEIR FLOW
YD-9
12" Nyloplast Yard Inlet - 50% clogged
0.22
5.60
0.09
0.50
6.50
0.293
0.81
WEIR FLOW
YI}ll
12"Nybplast Yard Inlet
0.43
11.19
0.08
0.50
4.00
0.160
0.34
WEIR FLOW
YD-11
12"Nybplast Yard Inlet
0.43
11.19
0.08
0.50
6.50
0.260
0.47
WEIR FLOW
YD-11
12" Nyloplast Yazd Inlet - 50% clogged
0.22
5.60
0:0$
0.50
4.00
0.160
0:54.
WEIR FLOW
YD-11
12" Nyloplast Yard Inlet - 50% clogged
0.22
5.60
0.08
0.50
6.50
0.260
0.75
WEIR FLOW
YD-12
12"Nyb IastYardlnlet
0.43
11.19
0.16
0.45
4.00
0.288
0.50
WEIR FLOW
YI)-12
12" Nybplast Yard Inlet
0.43
11.19
0.16
0.45
6.50
0.468
0.70
WEIR FLOW
YD-12
12" Nyloplast Yard Inlet - 50% clogged
0.22
5.60
0.16
0.45
4.00
0.288
0.80
WEIR FLOW
YD-12
12" Nyloplast Yazd Inlet - 50% clogged
0.22
5.60
0.16
0.45
6.50
0.468
1.97
WEIR FLOW
YD-13
12"NybplastYazdlnkt
0.43
11.19
0,07
0.45
4.00
0.126
0.29
WEIR FLOW
YD-13
IZ" Nyloplast Yard Inlet
0.43
11.19
0.07
0.45
6.50
0.205
0.40
WEIR FLAW
YD-13
12" Nyloplast Yard Inlet - 50% clogged
0.22
5.60
0.07
0.45
4.00
0.126
0.46
WEIR FLOW
YD-13
12" Nyloplast Yard Inlet - 50% eb
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 FLOW
YD-14
12" Nybplast Yard Inlet
0.43
11.19
0.11
0.45
6.50
0.322
0.54
WEIR FLAW
YD-14
12" Nyloplast Yazd Inlet - 50°fo clogged
0.22
5.60
0.11
0.45
4.00
0.198
0.62
WEIR FLOW
YD-14
12" Nyloplast Yazd Ltbt - 50% clogged
0.22
5.60
0.11
0.45
6.50
0.322
0.93
WEIR FLOW
YD-15
12"N Nyloplast Yard Inlet
0.43
11.19
0,10
0.50
4.00
0.200
0.29
WEIR FLOW
YD-15
12" Nyloplast Yard Inlet
0.43
11.19
0.10
0.50
6.50
0.325
0.40
WEIR FLOW
YD-15
12" Nyloplast Yard Inlet - 50% clogged
0.22
5.60
0. l0
0.50
4.00
0.200
0.46
WEIR FLOW
YD-15
12"NyloplastYardlnlet-50%clogged
0.22
5.60
0.10
0.50
6.50
0.325
0.64
WEIR FLOW
YD-16
12" Nyloplast Yard Inlet
0.43
11.19
0.05
0.50
4.00
0.100
0.39
WEIR FLOW
YD-16
12"NybplastYazdlnkt
0.43
11.19
O.OS
0.50
6.50
0.163
0.54
WEIR FLOW
YD-16
12" Nyloplast Yard Inlet - 50% clogged
0.22
5.60
0.05
0.50
4.00
0.100
0.62
WEIR FLOW
YI3-16
12" Nyloplast Yazd Inlet - 50% clogged
0.22
5.60
0.05
0.50
6.50
0.163
0.93
WEIR FLOW
YD-17
12" Nyloplast Yard Inlet
0.43
11.19
0.09
0.55
4.00
0.198
0.39
WEIR FLOW
YD-17
12"NybplastYazdlnbt
0.43
11.19
0.09
0.55
6.50
0.322
0.55
WEIR FLOW
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 Y
PLANT
LIST
SYMBOLI
BOTANICAL NAME
COMMON NAME
SIZE (MIN.)
CANOPY
STREET TREE QUANTITY
SITE QUANTITY
TOTAL CANOPY
CANOPY TREES
AR
ACER RUBRUM OCTOBER GLORY
OCTOBER GLORY RED MAPLE
1-1/2" cal.
397
17
6749
AS
ACER SACCHARUM GREEN MOUNTAIN
GREEN MOUNTAIN SUGAR MAPLE
1-1/2" cal.
195
7
1365
ASL
LEGARY SUGAR MAPLE
ACER SACCHARUM TEGACY'
1-1/2" cal.
195
16
3120
BN
BETULA NIGRA
RIVER BIRCH
10-12' ht.
397
18
7146
GB
GINKGO BILOBA TRINCETON SENTRY'
PRINCENTON SENTRY GINKGO
1-1/2" cal.
14
3
42
LSR
LIQUIDAMBARSTYRACIFLUA
ROTUNDILOBA AMERICAN SWEETGUM
1-1/2" cal.
206
11
2266
QB
QUERCUS BICOLOR
SWAMP WHITE OAK
1-1/2" cal.
299
4
1196
QC
QUERCUS COCCINEA
SCARLET OAK
1-1/2" cal.
370
9
3330
QP
QUERCUS PHELLOS
WILLOW OAK
1-1/2" cal.
370
23
8510
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'LITTLE GEM'
LITTLE GEM MAGNOLIA
6-8' ht.
82
13
1066
MV
MAGNOLIA VIRGINICA
5WETBAY MAGNOLIA
6-T ht.
113
10
1130
PA
PRUNUS SUBHIRTELLA'AUTUMNAUS'
AUTUMNALIS CHERRY
6-8' ht.
77
3
231
SCREENING
MN
ILEX'MARY NELL'
MARY NELL' HOLLY
4-5' ht.
1 44
8
352
PS
PINUSSTROBUS
JEASTERN WHITE PINE
I 4-5'ht.
1 118
22
2596
JV
JUNIPERLISVIRGIN IANA
EASTERN RED CEDAR
4-5'ht.
1 16
25
400
SHRUBS
CJ
CALLICARPA AMERICANA
AMERICAN BEAUTYBUSH
24" min
12
78
936
IG
ILEX GLABRA'SHAMROCK'
SHAMROCK INKBERRY HOLLY
24" min
23
59
1357
JN
JASMINUM NUDIFLORUM
WINTERJASMINE
24" min
154
(excluded from canopy)
55
0
MP
MYRICA PENNSYLVANICA
NORTHERN BAYBERRY
24" min
79
54
4266
NHD
NANDINA DOMESTICA
HARBOUR DWARF NANDINA
24" min
156
149
23244
VB
VIBURNUM X BURKWOODII
IBURKWOODVIBURNUM
30" min
1 22
1
55
1 1210
VP
VIBURNUM X PRAGENSE
IPRAGUEVIBURNU
4-5'ht
1 36
1
13
1 468
TOTAL:
TOTAL
88051
DOUBLE STRAND #22 GAUGE WIRE
WITH RUBBER HOSE & TURNBUCKLES
2"x2" HARDWOOD STAKE
CUT & REMOVE BURLAP FROM TOP
1/3 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
Evergreen Tree Planting 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 DESIGN ED CANOPY: 88,051 SF
TREES UP TO 4" CAL. SHALL BE STAKED
WITH 2-2"x2" HARDWOOD STAKES.
TREES OF4" 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
1/3 OF BALL AS SHOWN
SCARIFY SUBSOIL TO 4" MIN. DEPTH
COMPACTED SUBGRADE
1992 3.38
1 }
.ill. IiIIIIIIIIIImiI�����1 a ,.. J:.�..
�+^ CORRECT TRUNK ARMORING
TRIANGULAR BOARD FENCE
Source: Va. DSWC Plate 3.38-2
ID-401
No. 35791 ,�___
11/23/20cu�
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O DB 484i PG 138
\ \ _ -_ - - - ... i _i- •'� .�_ -- = -' ��_- - ;-- --, - � 2 LSR _:�= _ �` �` " \� \\ � 3s\HD \ Conservation Plan Notes:
a I N/F THIRD MESA LL
� - - -,•. •. • / _ �— � v� — — — �w �� vA \ V� A V 1 A 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR
\
\ \ - _ ) __ 4jl \ 3QS� — — —N / - I • --\� \ \ \ i / RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND
----"�\\Ili/ 1 \ 1 _ OR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING
„v --- �LO .
- ' ,C `•, . -,`. 1� \�\ I. / / DISTURBING A
�_--� � -� -• -h, .. - .�' .i ❑ ' �. \\ I T2 35 CJ i / DEPARTHE �MENTCT
\ �\ \ ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY
I ,
-- 5 t
, ---- - - —..
SWEDE STRE ��� °
_ n w ' I � u s �, �� 1 �1 \ � � �\ \ \ � 2 HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION N N ry
b1a'` LSR zASL - - ----- -- __7 % (S4 PUBLIC_R�W w ," j i s _ T 1 "\ / PERMITTED WITHIN THE OUTSIDE DRIPLINE OF CS CS N
- _-- w �—w--- o TREES TOSBENPRESSERVED ANDPROTECTED.
\
Q M
LSR- _ __- _ - �n \ \ \ VAR. WIDTH LANDSCAPE 0 M \
<\ \ 3. TEMPORARY EROSION CONTROL MEASURED AND /OR PERMANENT STORMWATER. ,.i
MAINTENANCE EASEMENT m
MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL .�
LOT 26 \ \ \ DB- PG. NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED.
4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES
TMP 45-81 TO BE PRESERVED AND PROTECTED.
NIF THIRD MESA LLG 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE 0
DB 4841 PG 138
OF TREES TO BE PRESERVED AND PROTECTED.
6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS O
BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY
ENGINEERING DEPARTMENT.
LOT32 11 !�1 ! \ - \ 1 u 1,-1 I I \\ /\ \ 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, co
LOT33 l lj iASL I I \\ / �\ \ TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE
-SPS zzNHD 3ASL LOT27 l - PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS CY)
LOT 3 I /\I \ -
\' LOT 35 I VAR. WIDTH LANDSCAPE_-{ 1 11 _ I _ _ I \ _ _ _ — — — OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING 6i
LOT 6 n/ I I \ SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL N
LOT LOT 8 LOT37 3 MAINTENANCE EASEMENT u SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED.
3Jv LOT41 LOTyo 39 /I 3 DB._PG. Or
�I: III b v d
I LOT 42 r - �', 8- ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE (o
2AS V PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH
28 LOT THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR t
v
SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE
— A ( \ A / SPECIALIST N
9 SOILS WHICH HAVE BEEN COMPACTED OVER THE ROOT ZONES OF TREES TO BE
PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON N J
1Q,P I I I \" ., �\ BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12' DEEP AND N
MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED.
- - LOT 29 I 10, TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION W Q w
-
CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP.
VAR. WIDTH LANDSCAPE T r_ _ / oo '% - II 1 ❑ 3
I PA
MAINTENANCE EASEMENT o i ° Q �� it ' , �i w V _
zg CJ 36 NHD 3�
DB. PG. - , / ; o _ ° ii \ i OSLOPES GREATER THAN 1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX WITH Z J
;/- __- �, b 1 / l u I I .�
OPEN SPACE B 313N u f I \ ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS (ITEM NUMBER: ERNMX-iB:) AT A > J
VAR. WIDTH LANDSCAPE a ty LOT O I \ -
MAINTENANCE EASEMENT o� - 0.399 ACRES \ 1 3 \ I I \ \ RATE OF 6o LES. PER ACRE, OR > LB. PER 1,000 SF. GRASS MIX IN THESE AREAS SHALL Q
J
T P 45-8fi PEN` 11;CE'YlERE1�Y , " - -. I - \ -I I i '� PROVIDE PERMANENT STABILIZATION AND SHALL NOT REQUIRE MOWING. in
M DB. PG. O Sf2- ,
. r I -u _ /
ALBEMARLE SOCIETY FOR THE \ TMP 45-112F MATC DEDICATED TO THE HOA s i ASL° \ _ - - - I -'\ - 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE LLJ z
PREVENTION OF CRUELTY TO N/F FOUNDATIONS LLC � 7 T� '1 MAINTAINED AT, MATURE HEIGHT; THE TOPPING OFTREES IS PROHIBITED. SHRUBS ~
ANIMALS INC \ CIO FOUNDATIONS CHILD DEVELOPMENT SEE SHEET 20 p4 AR i V = I �i - -� 3 CFA AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL k LL
DB 2096 PG 777 DB 2834 PG 1 V '' il` G� Ny�,^ I- - _ �� - -- HEALTH OF THE PLANT. 0 1
11 3. ALLTREES TO BE PLANTED SHALL MEETTHE SPECIFICATIONS OFTHEAMERICAN J
z UAP o \ ASSOCIATION OF NURSERYMEN. THE PLANTING OFTREES SHALL BE DONE IN Y
' I % ° O
Q o ; - ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY z Q Q
2 OP ' t r a - - - - - -- - - ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION THE VIRGINIA SOCIETY OF = u
CFA O0 6 8 ACRE H PEN PA
4 ,- LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OFT EAMERICANSOCIETY OF � U O
_ \� " �- - - -- - / LANDSCAPE ARCHITECTS OR THE ROAD AND BRIDGE SPECIFICATIONS OFTHE VIRGINIA �. J
' \ I
2ASL- NSPACEHEREBY,
- - _ OPE DEPARTMENT OF TRANSPORTATION. Y
/I y - O pA i GB NOTE: LLI Lu Z
d � DEDICATED TO THE H
/ PROPOSED SWM 1- STREETTREES PROVIDED 5o O.C. AND 5 io FROM PROPOSED UTILITIES. I- \
z. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH AND BE
i GB \ FACILITY b MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF IS PROHIBITED. SHRUBS
O J
w 44 BN AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL
ul
- r
3 CFA \ f - _ - HEALTH OF THE PLANT.
NOTE: LANDSCAPING PLANTS AND TREES WITHIN OR I 1 v_ \ ; _ - 3. TOTAL STREET FRONTAGE = 4,274' Lu
n m L 3 QS REQUIRED STREETTREES: 86 (iTREE PER EVERY 5o' OF STREET FRONTAGE) L1_I Q
ADJACENT TO INTERSECTION SIGHT DISTANCE TRIANGLES _'� 1 I - \ PROPOSED STREETTREES: g5 Lu
MUST BE MAINTAINED IN AREA BETWEEN 2 AND 7 FEET \ „ '. / "' a o , Ar --- NOTE: 1,384'OF STREET FRONTAGE ALONG EMPIRE STREET
ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT / - - REQUIRED STREETTREES: 28
W UAP _ - PROPOSED STREETTREES: 28 W
LINES AND ACCOMMODATE PEDESTRIANS. / - NOTE: i,oi8' OFSTREET FRONTAGE ALONG SWEDE STREET
REQUIRED STREETTREES: zi
_-_-
_ \ PROPOSED STREETTREES: zz
NOTE: 876' OF STREET FRONTAGE ALONG MARSAC STREET =Mj LLI ED
ORI V
": ---- - REQUIRED STREETTREES: 28
�..
\ _ NO ALONG WOODBURN ROAD
—
PROPOSED STREETTREES i8
- '- - - NOTE: PROPOSED STREREQUIRED ETTREES: TTREES 1TREET TREES: 5 PRO
NO LONG BERKMAR DRIVE (33 55 N )
__-
NOTE: z76' OF STREET FRONTAGE A E i'- ' I T. O
REQUIRED STREETTREES: 6 O
STREETTREES: 80 N PROPOSED S � - � �__ - - 4. PARKING LANDSCAPE REQUIREMENTS
DRIVE REQUIRED PARKING LANDSCAPING = 33 PARKING SPACES Qa 2 TREE / io SPACES
\
-.. R_ _ _ _
BE _ KMAR UTE � 4a _ = 2 TREES REQUIRED A -WE
R6 < TOTAL TRESS PROVIDED ADJACENTTOPARKING SPACES =3.6TREES PROVIDED
w w
of x
GRAPHIC SCALE 182152
JOB
NO.
30 0 15 30 60 120.
SCALE
i — ^ 11 = 3OI
I 1
( IN FEET ) SHEET NO.
I inch = 30 ft. 19
/ TMP 45-76A / 1
ESTES, ISABEL T /
\ iSJN \ VAR. WIDTH LANDSCAPE DB 308 PC 386
13 NHD AINTENANCE EASEMENT TMP 45-76D
- _ o MP \DB. PG. BRANDT, JOHN E B
i
DB 1628 PC 128
LEGEND:
RECREATION AREA TURF
- oVB�\
i51G \ OPEN SPACE F
io Q5 OPEN
ACRESHER
TMP 45-84 & 45-84A2 / / "'
ALBEMARLE SOCIETY FOR / - j OPE SPACE HEREBY
/ THE PREVENTION OF / a MN - i DEDICATED TO THE HOA1000,
CRUELTY TO ANIMALS, INC l / z PS „ - r v �-
VAR. WIDTH LANDSCAPE `
DB 2096 PC 111 / �/ LOT \ % \-�aa I_ % AINTENANCE EASEMENT. TMP 45-76
1 M DB, PG. WEBER, LEWIS A LIVING TRUST
1 /
' DB 4998 PC 441
\\ \ - TMP 45 76B
.zJV 3. Ps / .�� �,
r �2 CiC = + �_� JOHNSTON, JACOBA KAY
/ LOT 5 �3 MG \ _ DB 3677 PC 444
/ _ OP
-- r // 40lG
43NHD
/
LOT 4 / //' MG ul�g ;
Qc 2 Ps - --_ 4 `STD USN
\ _ 6' LAN SCAPE L.% j �
„ \ i'�'
iAREASE ENT 7 \ jA. \ S�Q �JrVAR. WIDTH LANDSCAPE
/ PROPOSED LANDSCAPING 2 MG IN ENAN E A T EASEMENT
S EMEN T
EASEMENT z OP zJV �z PS _ 7`SQ 1 - DB. PG.
l / -
\ LOT 8 x -
s
44MPA
p s p
41
a
LOT
\g
OPEN
2AR Q A o.316A ---- �- --------- �� VAR. WIDTH
LOT \ EN SPACE ERF' - - - 4
S / \ 3 � \� s \^ � � LOT 10 zAR _ _ - _JV iM zP5 � �\ � \ \' AINTENAN,
- 305 \DEJCATEDT T' ---- --__ 3JV� \ DB. G.
\ S P �V
SQS
LOT 11LOT 2
I -
\ OPEN SPACE E \ '
1 0.072ACRES I LOT 12 LOT 1 LOT 3. 3
�?e •a, ' - OPEN SPACE HEREBY 4 LOT 15 LOT 16 d i M
`I I DEDICATED TO THE HOA a
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