HomeMy WebLinkAboutSDP202000042 Plan - Other (not approved) 2020-09-27GENERAL NOTES
OWNER: IMP 45-112F7; IMP 45-112F2; TMP 45-84A; & TMP 45-85
BERKMAR DEVELOPMENT, LLC
2496 OLD IVY RD
CHARLOTTESV ILLE, VA 22903 BERKMAR OVERLOOK
ENGINEER: COLLINS ENGINEERING
200 GARRETT ST SUITE K
CHARL077ESlILLE, VA 22902 FINAL SITE PLAN
(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: . ACRES TMP 45-112F1: 0.571 ACRES SDP2020=42
TMP 45-85: 0.777 777 ACRES TMP 45-112F2: 0.538 ACRES
TOTAL ACREAGE. 8.778 ACRES
ZONING: R-6 RESIDENTIAL, CLUSTER DEVELOPMENT AIRPORT IMPACT AREA &STEEP SLOPES OR I O DISTRICT - ALBEMARLE COUNTY, VIRGINIA
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 25%) = 2.19 AC
TOTAL OPEN SPACE PROPOSED: = 2.29 ACRES (26.1,-) /
OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL TMP 45-76A
OPEN SPACE SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS ESTES, ISABEL I
IN THE SUBDIVISION AND DEDICATED TO THE HOA. _ DB 308 PC 386
TREE PRESERVATION: NONE REQUIRED WITH THE DEVELOPMENT TMP 45-84 & TMP 45-76D BRAi
45-84A2 NDT, JOHN E B
PRESERVED/MANAGED SLOPES- NO PRESERVED SLOPES ARE SHOWN WITHIN THE LIMITS OF THE PROPERTY. 4 ALBEMAREE DB 1628 PC 128
SMALL AREAS OF MANAGED SLOPES ARE LOCATED ON THE PROPERTY AND SHOWN ON
SOCIETY FOR THE -
PREVENTION OF
THE EXISTING CONDITIONS PLAN SHEET DB 2096 PC 111 CRUELTY To
45-76
WEBER
ANIMALS, INC
'� \ \ ` OPEN SPACE G /. ' ' '
BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET BUILDINGS SHALL BE 1 LOTS \ TMP
STORIES IN HEIGHT WITH AN AVERAGE HEIGHT OF 20' TO 25' , LEWIS A A LIVING
DB 4998 PG 441 NG TRUST IVITMP 45-76B
� � / l
SPACEF TDB 3677 PG 444 JOHNSTON, JACOBA KAY
\ ' / G
SETBACKSSETBACKS:FRONT 5' MINIMUM (18' MINIMUM FROM R/W OR EDGE OF SIDEWALK TO GARAGE) AND LOTS OPEN `�
25' MAXIMUM LOTa
SIDE. NONE - MIN. 10' BUILDING SEPARATION
REAR: 20' MINIMUM. y� . • %� oT7 IJg
NOTE.- COVERED PORCHES, BALCONIES,. CHIMNEYS, EAVES, AND THE LIKE \ . OPEN SPACED �34+1G 15q
ARCHITECTURAL FEATURES MAY PROJECT NOT MORE THAN FOUR FEET INTO ANY Lora \
REQUIRED YARD PROVIDED THAT NO SUCH FEATURE SHALL BE LOCATED CLOSER THAN
SIX FEET FROM ANY LOT LINE.
SUBDIVISION STREETS: CURB & GUTTER /
WATERSHED: SOUTHFORK RIVANNA RIVER WATERSHED 1 \
LOT ao
v : I
AGRICULTURAL/ FORESTAL DISTRICT.- NONE orz yti \/ - \ % i LOT12 LOT¢3 LOTiy LOTaS LOT as
TOPO & SURVEY: TOPOGRAPHY PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES, JUNE 2018. THE Lora / I I' LOT 17
'� .' A
BOUNDARY LINE INFORMATION IS PROVIDED BY ROUDABUSH, GALE, AND ASSOCIATES \
INFORMATION FIELD VERIFIED BY COLLINS ENGINEERING JUNE 2018 ' �� / \ OPEN SPACE E I %
TMP 45-75
FEBER, LEWIS A LIVING TRUST
DB 4998 PC 433
LOT 18 i
r /
OPEN SPACE
DATUM: NAD 83
EXISTING VEGETATION: PARTIALLY WOODED (IMP 45-112F7&45-112F2 ARE WOODED & TMP 45-84A&45-85 - ---
I- LOT xo i
HAVE BEEN CLEARED AND WERE PREVIOUSLY USED AS A CONSTRUCTION STAGING SITE)
LIGHTING: NO SITE OR STREET LIGHTING IS PROPOSED WITH THIS PROJECT. ANY SITE
LIGHTING SHALL CONFORM TO ALBEMARLE COUNTY ZONING ORDINANCE REQUIREMENTS / \✓'' I r
LOT 52 --__ LOT2z � TMP 45-82
PARKING: 52 SFA UNITS = 104 OFF-STREET PARKING SPACES REQUIRED i N/F THIRD MESA, LLC
MINIMUM (1) DRIVEWAY SPACE + (1) GARAGE SPACE Loraa \ DB 5002 PC 606
TOTAL PARKING PROVIDED: 104 OFF-STREET PARKING SPACES Lors° I oTa3
I I �
- ,
� I I OPEN SPACE C
GUEST SPACES 1 SPACE PER 4 UNITS = 13 SPACES REQUIRED I "I LOT as
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 1 LOTae
TMP 45-86Aa-
BUILDING SITES PARCELS 1-52 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH THE ALBEMARLE SOCIETY FOR THE -- '
REQUIREMENTS OF SECT70N 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. PREVENTION OF CRUELTY To Loral_ I -- - -' <'" TMP 45-82A
ANIMALS,. INC _ _ - - /I - - - ;' ' LDTU THIRD MESA LLC
N F T S
BURIAL SITES. TWO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THE SITE THESE DB 5108 PC 549 _ �I� _ -- - --- DB 4841 PC 138
CEMETERIES WERE FIELD VERIFIED AND DELINEATED BY DARBY O'DONNELL, LLC IN
NOVEMBER 2018. 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, IDENTIFYING AND ESTABLISHING THE LIMITS OF THE CEMETERIES _ _ �. _.'—- _ - - LOTze
AS CURRENTLY SHOWN ON THIS SITE PLAN. EACH CEMETERY SHALL HAVE A- TMP 45-81
PERMANENT BLACK FENCE INSTALLED AROUND THE PERIMETER OF THE CEMETERY — --- -� - �i N/F THIRD MESA LLC
I
LIMITS WITH A GATE FOR ACCESS. LOT3
I -
.III LOT3a 1 1 �I DB 4841 PG 138
a. _ I `]I i
STREAM BUFFERS: NO STREAM BUFFERS ARE LOCATED ON THESE PROPERTIES OR WITHIN THE LIMITS OF I I LOTS LOTS LOTa
LOT ai LOT ao 7
THIS PROJECT AREA. I LOT 39 I LOT 38 L0T37 LOT 36 LOT 35 I I I
FLOODPLAIN: THIS PROPERTY IS NOT IN A FLOODPLAIN ZONE AS SHOWN ON FEMA ------ LOT as
MAP#51003CO229D, DATED FEBRUARY 4, 2005. THIS PROPERTY IS NOT LOCATED
_ —
WITHIN A DAM INUNDATION ZONE.
-------- I
1 LOT ag I
RETAINING WALLS.- RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT AS SHOWN ON THE PLAN, - - - - - - -- - - - - - -� -
SEE SHEETS 7 AND 8 FOR DETAILS
OPEN SPACE LOT30
LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE
WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTION 32.7.9 OF THE ---- - -_ -- - I_
COUNTY CODE. A LANDSCAPING PLAN WILL BE PROVIDED WITH THE FINAL SITE PLAN TMP 45-112F \ I OPEN SPACEA
(SHEETS 19 & 20) FOR COUNTY REVIEW AND APPROVAL. ALL LANDSCAPING N/F FOUNDATIONS LLC
REQUIREMENTS SHALL BE SHOWN ON THIS FINAL LANDSCAPING PLAN. STREET TREES TMP 45-86 C/0 FOUNDATIONS CHILD DEVELOPMENT
SHALL BE PROVIDED ALONG THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH VDOT N/F ALBEMARLE SOCIETY FOR THE DB 2834 PC 1
AND ALBS. CO. STANDARDS PREVENTION OF CRUELTY TO ANIMALS INC
TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. / / DB 2096 PC III \ SwM '
RECREATION AREA: REQUIRED RECREAT70NAL AREA: 52 UNITS x 200 SF = 10,400 SF
PROPOSED 10,437 SF (0.24 AC) INCLUDING (1) TOT LOT (2,231 SF) & (1) RECREATION 1
FIELD (8,178 SF)
TOT LOT AREA SHALL INCLUDE THE FOLLOWING, AT A MINIMUM:
ONE (1) SWING (FOUR SEATS)
ONE (1) SLIDE WITH TWO (2) CLIMBERS \ r ` • _
ONE (1) BUCKABOUT OR WHIRL - --
TWO (2) BENCHES —
RECREATIONAL PLAYFIELD r _
VE
OPEN SPACE. STREAM
C. A R A OFER OPEN SPACE PEN SPACE.- 14,346/SF (0.33 AC) (0.24 AC MEETS ACTIVE REC. REQ.) \\ _ TATE ROUTE ]1403
OPEN SPACE. 58,909 SF (1.35 AC) / � - _
STORMWATER POND OPEN SPACE. 26,578 SF (0.61 AC)
TOTAL OPEN SPACE.- 99,833 SF (2.29 AC)-
OFFSI7E EASEMENT: ALL PROPOSED GRADING SHALL BE CONSTRUCTED ON SITE, WITHIN EXISTING AREA CALCULATIONS
NOTES: RIGHT-OF-WAY, OR WITHIN EXISTING EASEMENTS. NO OFFSITE EASEMENTS ARE NEEDED FIRE FLOW CALCULATION:
PROPOSED WITH THIS DEVELOPMENT. LAND USE AREA ACREAGE GENERAL BUILDING DEPARTMENT NOTES:
1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FOREST DISTRICT. NFF=(C)(0)[i+(X+P)]=1,750xo.85x[1+(0.22+o)]=i,8i5GPM xo.5o(SPRINKLERS)=95oGPM NFF LOTS 4.336 AC (49.4%) 1. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE
2 ONLY 1 DWELLING PER LOT SHALL BE PERMITTED. * * OPEN SPACES 2.290 AC (26.1%) MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES
() - - - ° -i F A -i i- -i PM (ROUNDED) SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING GRAIN BRANCH OF
C 8 0. 8 6 0 0- o G ROU
( ) 5 5 3, 3 5 ,75 ( )
EMERGENCY ACCESS PARCEL 2.121 AC 24.1%
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=i.S RIGHT OF WAY 2.121 AC (24.1%) THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES PLUMBING FIXTURES
4) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREET 40' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY A=2FLOORS X i,&S SF= 3,630 SF (TYPICAL TOWNHOME) HAVING FLOOD LEVEL RIMS ABOVE THE ELEVAT7ON OF THE MANHOLE COVER OF THE NEXT
STANDARDS. O = OCCUPANCY FACTOR = o.85 FOR C-2 COMBUSTIBLE TOTAL: 8.778 AC UPSTREAM MANHOLE IN THE 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 z-ioo FEET VALVE.
TRIP GENERATION CALCULATIONS P=o FOR BUILDINGS RATED SPRINKLERED NOTE: PERCENTAGE OF OPEN SPACE OUTSIDE OF 2. DUE TO REQUIRED DISTANCES FROM LOT LINES AND STRUCTURES AS REQUIRED BY THE o%REDUCTION IN NFF FOR AUTOMATIC SPRINKLERS ALL STORMWATER MANAGEMENT FACILITIES UNDERGROUND PROPANE TANKS MAY BE PROHIBITED. THE BUILDER/DEVELOPER SHALL PLAN
TRIP GENERATION BASED ONITE TRIP GENERATION MANUAL (ioTH EDITION) 5 STREAM BUFFERS, FLOODPLAIN, AND � ACCORDINGLY.
52 SINGLE FAMILYATTACHED UNITS - CODE 220 J. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST
MANAGED/PRESERVED SLOPES =74%. HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT.
ADT: 381 VPD (igo.5 ENTER/igo.5 EXIT) THIS AREA IS GREATER THAN THE REQUIRED 20%.
AM PEAK: 24 VPH (6 ENTER/ i8 EXIT)
PM PEAK: 29 VPH (i8 ENTER/ ii EXIT)
VICINITY-MMAP
SCALE: 1" = 2000
Sheet List Table
Sheet
Number
Sheet Title
2
COVER
2
EXISTING CONDITIONS
3
SITE LAYOUT
4
SITE LAYOUT
5
UTILITY PLAN
6
UTILITY PLAN
7
GRADING & DRAINAGE PLAN
8
GRADING & DRAINAGE PLAN
9
NOTES & DETAILS
10
UTILITY NOTES & DETAILS
11
ROAD AND WATERLINE PROFILES
12
SANITARY SEWER PROFILES
13
SANITARY SEWER PROFILES
14
DRAINAGE PROFILES
15
DRAINAGE PROFILES
3.6
DRAINAGE MAP
17
DRAINAGE CALCULATIONS
3.8
DRAINAGE CALCULATIONS
19
LANDSCAPING PLAN
20
LANDSCAPING PLAN
23.
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
a
EXIS77NG CULVERT
•••_,••
EARTH DITCH
O
CULVERT
DRIVEWAY CULVERT
0
DROP INLET & STRUCTURE NO.
BENCH MARK
CURB
CLEARING LIMITS
O
CURB & GUTTER —
— — — —
0
PROPOSED PAVEMENT
T
EC-3A DITCH
2°d
EXISTING CONTOUR
DEPTH OF EC-3A DITCH
200
PROPOSED CONTOUR
240.55
VDOT STANDARD STOP SIGN
EC-2 DITCH
PROPOSED SPOT ELEVA 77ON
g'
DEPTH OF EC-2 DITCH
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. MDLLINS'Z
Lic. No. 035791,n
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TMP 45 76B
- JOHNSTON, JACOBA KAY
_ DB 3677 PC 444
i
USE: RESIDENTIAL ,-
i
f i TMP 45-76
- - - / WERE LEWIS, A LIVING TRUST
DB 4998 PC 441
f USE:,, RESIDENTIAL
f / / EXISTING FIRE j TR
YDRANT gOPD �.N T
EXISTING 012"
E ISTINC, 12" CrgC�T q0 PG 4� 00 / CMP CULVERT
/ RWSA WATERLINE
TMP /45-76D
/ BRANDT, JOHN E B ' - -� / EXISTING 042"
DB �1628 PC 12 _ CMP CULVERT f r
r /\ USE VAC �, o ( / TMP 45-85
f / \ EXISTING ENTRANCE / °E� BERKMAR DEVELOPMENT, LLC �9
TO BE REMOVER H6�R�� DB 5136 PG 015
WITH FINAL BUILDOUT
EXISTING WATER METER\ & � =
SERVICE TO BE ABANDONED r i STOCKPILE \ EXISTING BOUNDARY \
BACK TO THE CORP STOP , ' �� / / TO BE (REMOVED \LINE TO �E VACATED �O
ASPHALT /
TMP 45-76A / �-fi � � /
ESTES, ISABEL T
DB 308 PC 386
USE. RESIDENTIAL
EXISTING BOUNDARY /
- / �•� CH FIEN LINK
LINE TO BE VACATED
TO BE REMOVED -- CHAIN LINK
FENCE.,.,,-,.
TMP 45-75 =" / NOTE: THE RWSA 12" WATER MAIN IN WOODBURN ROAD
/
LEWIS A LIV1 C T UST i� i / f HAS A HGL OF 795'. PRIVATE PRESSURE REDUCING R. LLINSL,
DB 4998 PC 3 ' / VALVES SHALL BE USED AT THE SERVICE CONNECTIONS.
SE: RESIDENT L % i / / L� Lic. No. 035791
f 1
A�o� 08/31/20��
SIONAL V,
TMP 45-82 - - f / f /
NIF THIRD MESA, LLC /
DB 5002 PC
USE: VACANT
f f I
fTMP
45-82A
�/F THIRD MESA LLC
J 6:3¢-£ - - - - DB 4841 PC 138 f / w
USE: VACANT
o
/ TMP 45-81 / M
EXISTING MIX OF EVERGREEN
/ - - - - N/F THIRD MESA LL ul
f " &DECIDUOUS TREES TO w
f BE REMOVED f / I \ f DB 4841 PC 138
f / f / / _ -'.USE: RESIDENTIAL / /
/ / -S.SyT / / /- —�� w \ f I / / / V l F w
zo N o
Q z
f / EXISTING TREELINE EXISTING 12" CI
i -
RWSA WATERLINE' �w /
CONSTRUCTION�� \ �f��, \ i // �••� 0 m z
_'MP 45-8g f DEBRIS / / 4 >
BEJtK�fAR 713
EVI BPMENT, LLC / 5� TO BE REMOVED EXISTING \ \ / �/ // / Lij
o
MANAGE w / / // / �j W a
f 5�36 PC 01Y - - / SLOPES ss54 40¢ ESA / /'%
TREE LINE // /� ",u' / ��� _ �s� z\ / /�F / ' / m
(TYPICAL)
LIMITS OF EXISTING
/ - -548- - - GARB TO BE REMOVED
/ / w
/ I EXISTINPGS/
MANAGE?--,,, TMP 45-112F1
SLBERKMAR_ DEVELOPMENT, L_LC
O
m
DB 5129 PC 602 TMP 45-112F2
CONSTRUCTION \ \ 5a` ,,1BERKMAR DEVELOPMENT, LLC d /
DEBRIS - -- - - - - - - -� " DB 5129 PC 602
TO
BE REMOVED -546 _ A r
1. lIx",�, FyicTrrir. /1i . , " %. 1�
��� i �- �sc u�uu�uuus ncr> iu / / - - - EXISTING 20' SANITARY a 0
F�� BE REMOVED I i 0 M
ti5k / 2 / J EXISTING CURBING SEWER EASEMENT
TQ BEREMOVED / DB.5232, PG.2432256 T v o5
- FOR TURN LATJF MODIFICATIONS
10'x32' / f
TRAILERS x 2 / / _ - - - - - / /
TO BE REMOVED \ CONCRETE f \ / 4 / \ \ - ' / / EXISTING FIRE HYDRANT TO
65'x9O' /' TO BE REMOVEq / //A \\ , — �2a I - - ! BE REMOVED &REPLACED
X BUILDING / EXISTING MIX OF EVERGREEN
A / EXISTING ENTRANCE
f i /f & DECIDU ED TREES To TO BE MODIFIED +� -I / �
\ BE REMOVED -" - 'l /
TO BE REMOVE / I � CONCRETE � �
C - - \ BE REMO i / �' F R NE 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 CULVERT SHALL BE DEMOLISHED BACK TO THE
BUILDING _ / I �l PROPERTY LINE, AND FILLED WITH FLOWABLE N
/ TO BE REMOVED \ \ / / \ ° \ f / FILL. THE WESTERN 024" CULVERT SHALL BE
CEMETERY V / �� r� l / �l ] I I I / / \ �4ti9e �� \ f / / MODIFIED TO HAVE A NEW UPLAND DOGHOUSE
co
�/ f / HEADWALL MH. BOTH 024" CULVERTS SHALL REMAIN
47'x56' / / 1 / / A I I / I \ o��Q� UNDER BERKMAR DRIVE.
BUILDING/� \ \ Nss . ��
o
TO BE REMOVED
APPROXIMATE
LOCATION OF WELL 18,Lu
s>> N
PER DB 424 PG 152 / y "'n `` '
�"' / aa� 1 � ti � . � q� TMP 45-112E
TO BE REMOVED CONCRETE N
TO BE REMOVED % GRAVEL AREA\ i � mow �� \ MCMA�ION, BRIAN J & STEPHEN w Q
Y / STORAGE (TYPICAL) I ^ / / ,' ) ��_ �ti 4� K-VON ST > (n
CONTAINERS 1 / V / , i Qom` Q I DB 1453 PC 367
TO BE REMOVED f / l �a I ��� �� ZONING=HC - - -- LLJ Z
CHAIN LINK /
TMP 45-84 & 45-8VA2 FENCE USE: VACANT J Q
ALBEMARLE SOCIETY FOR THE ® TO BE R MOVED \ q tiQ
^ - - / / \ � WOOD FENCE \ \ ��� XISTING 30" DL, �4 �� Q
PREVENTION OF CRUELTY TO `\ / / j / RWSA WAT RLINE
ANIMALS, INC 6 � � tea-' � ��� - / A A� V � I / Q� � �� BENCFrnaAxx: _ __ C�
DB 2096 PG 111 \$ 31 X84 , -` / ` _
BUILDING DI RIM=518.87 r z
USE: VACANT \ \ s / \\\ ILL
— / TO -BE -REM - EXISTING MIX OF EVERGREEN I IMP 45-112F \
& DECIDUOUS TREES TO \ \ \ / N/F FOUNDATIONS LLC y / Q 1
Q ALL - - BE REMOVED A \ / CI0 FOUNDATIONS CHILD f J
5a.ts' � � - ., / \ � 1 / i DEVELOPMENT � 4� .•/ � f r � � � V
Nst•tzsa-,W TMP 45-86A - - _ ; = \ \// 6 USE: DAYCARE CENTER I / OFBE REMOVEDIN
/ T y L'
- � � ,b� � I I V � V l I DB 2834 PG 001 aJ �
LIMITSEX
z
ALBEMARLE SOCIETY FOR THE � - _ -- ��' _ � / � �y \ Y � \ � � , � � ' CU TO, I I � � (�
/ PREVENTION OF CRUELTY TO
/ ANIMALS, INC
- - DB 5108 PC 549 -/ i > X dory \ \ / W L.L
E: OFFICE F_ LLn >
W
r '
TMP 4512
WOOD, S-TUARD R. JR & l W
MARGARET E.
\ / TMP 45-86 DB 4751 PG 579 ' l W
i
/
ALBEMARLE SOCIETY FOR THE ZONINC=HC
- ' - - - _ _ / /
I /
I �
OF CRUELTY TO f - - / / / r ' / / / / USE. VACANT U
ANIMALS, INC / ff// \ - -- ~
DB 2096 PC III
USE: KENNELS W
i /
i" \ S / <
NOTES: ---- ---_ / ; � / / / , �_ y / j I \ �- / / Q �
1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA MAP / / ,' / j / V / (D
NUMBER 51003CO229D ADOPTED FEBRUARY 4, 2005. - - r / -_ __ /
CD
2. TOPOGRAPHY PROVIDED BY ROUDABUSH & GALE, FIELD COLLECTED IN JUNE, 2018. / - _- -- / �� ��� / ® O
THE BOUNDARY LINE INFORMATION IS PROVIDED BY ROUDABUSH, GALE & / / / _ - _ _ _ - �o ����5� N
ASSOCIATES. TOPOGRAPHY HAS BEEN FIELD VERIFIED IN NOVEMBER 2019.
3. NO PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY. THE MANAGED / _ - - - ` - - - J \���� R7
STEEP SLOPES ARE LABELED. 44 ^3b v
4. NO 1 00'WPO STREAM BUFFERS ARE LOCATED ON THIS PROPERTY.
5. BUILDING OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN
ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. / / / f ' / l i �P 1 o w
ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM - - iT/ / / / i
ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL f // / " q �� Boa No.
GRAPHIC. SCALE
REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3580 x131. 182152
- --- 6. ALL EXISTING BUILDING WATER LINES FROM THE WELL AND EXISTING DRAIN LINES - - - / ao o zo f i 40 ao \ `tso SCALE
AND DRAIN FIELDS SHALL BE REMOVED IN ACCORDANCE WITH VDH GUIDELINES lit = 4O�
f / / / f / . _ ,
/
AND REQUIREMENTS. �
i
-------------- - / i
7. ALL OF THE INDIVIDUAL INTERNAL PARCEL BOUNDARIES WILL BE VACATED WITHIN - / f / , / � ' / / f � � ( IN FEET) SHEET NO.
r
THE PROJECT BOUNDARY. / // i / / / / /j nch = 40 Et.
v LOT 49 I -� +-I- j , PROPOSED 5' WITH z GATES urrrt �rrta t i-��RECREATION
N PROPOSED 6' - r CONCRETE SIDEWALK N 0.33 ACRES \\ %E County
110' PLANTING STRIP z4 114 o OPEN SPACE HEREBY FIELD PROPOSED VDOT \\ ��j �, C iON�S x5° Albemarle Coun TH
z' ENCROACHMENT F^ N \ C FFL p F
N 18 Nll FIC IC D o Ira DILATED TO THE HOA STD. CG-12 (TYP.) • �i5 TMP 45 82 Public Road Acceptance Procedure 0
� 3,� -� !, A � x LOT44 D � � _ �� •' �- _ � N/F THIRD MESA LLC l
r N The processing and inspection of public roads is administered by VDOT. The County is not involved in O PROPOSED TOT L � PROPOSED 6' \ PROPOSED STREET o 0, �°' f' �- � m Gt
z5' MM� .SETBACK m E P ' N m o PLANTING STRIP \ P� ° this process until the road is ready for acceptance. When the mad is ready for acceptance, provide the ✓
o LOT 8 PROPO E P z MAX. SETBACK SIGN (TYP.) \ xo o, C v SCOTT R. LLINSZ
4
1 N SED VDOT ( 4 S (6) PROPOSED ON -STREET \ � \ 15 A \ \ __ following items to the County. O
z' ENCROACHMENT o_ STD. CG-gD (TYP.) I 112' �~ PARKING SPACES (8'X20') ��1 \ o $°11 \ U Lic. No. 035791 b
10S. m �c m It M � + x X,' o r, TMP 45 82A 1. Inspection Request and fee
p -1 o L0143 4 a r•ti3 10. \ p 08/31/20 c
Im o = --- - ➢v 3 o pT:1°+52. 7 + �- ' " I r` • � Q \, o (� - \ N/ F THIRD M ESA LLC A form and fee are required for each project as indicated on plans or bonds, or as requested for board resolution if pl y
F -�PROPOSED WALL ,n •�- .;Cn - - - - m t 11t+5�/ - �"``�P 25'MAX.SETBACK �o smaller phases or individual roads are recommended for acceptance. ct'SS,IO �RGti
= LOT47 Zlo 1 cDilZ o: MAX. HEIGHT=3' o J N V _PR_OPOSE\P SIGN (TYP) �� ONq / 6r 2. As -built tan approved b VDOT, and copies of all recorded drainage easements, sight easements, and NAL
PROPOSED RETAINING WALL EASEMENT P pP Y P € Sh
'ENCROACHMENT 1 PROPOSED DRY CURB J. `�, vo m m + a N \ - F f o r \\ '. D.B.PG. right-of-way plats. Plats should be copies of the actual recorded documents from the Clerk's office.
_ _ ti rn N N a ° \ 5, m o
1 _ - ti o.� _ II - NTSET�A - I _ _ y4+° \ `C �- o LOT z4 \ An as -built plan prepared in accordance with the County's As -Built Road Plan Policy is required. VDOT does not
M TBAC� 12' + 5'FRO _ _ - - _ _ _ - - - - m o \ 7 �%'` PROPOSED NO PARKING SIGN TYP - always follow this paperwork or policy, but for bond releases, especially where VDOT has not yet accepted the road,
o L 'FRONT SE _ - N • . - DISTANCE=z8o' �. -0 N 13+5 _ 2 No- - 1 ( the mGumun requirements of this policy must be met, if only to ensure that all improvements are. in right-of-way and
N6�I 9' m PROPOSED STOP SIGN (TYP. ' PROPOSED VDOT 12+50 SWEDE STREET A "- m m �, PROPOSED WALL easements.
o .� ': °+- e ro 1 a .STD. CG-1z (TYP.) a 54' PUBLIC R[W) 13+00 -. - y - 1 ,-�, �, ,� `,PROPOSED STREET SIGN (TYP.) \ MAX. HEIGHT=z' 3. Written documentation of acceptance from VDOT for the entire roadway or for completed items.
C: iO+ii. 6 - _ _, - - i \ p \p Formally, this is sent directly to the county on an AM-4.3 from VDOT, when VDOT requests that the Board of
�Z+pOo- LOT 25 Supervisors pass a resolution of acceptance. After the resolution of acceptance is sent to VDOT, it is usually about six Z
o• 11+00 0 ^' o r - - \\ \ J' 7 >< weeks before actual acceptance takes place, and VDOT issues a formal memo to the county with the road additions and w
3k'1' \ m 7 ? o- O new route numbers. This final notification is needed for bond release. For partial bond releases prior to this, some g
o• 11+5° (1 . ' - • , - • - ' , - 0 2$ . . PROPOSED VDOT II ' • \ u k 21ti m� o\ s / correspondence from VDOT for items inspected and approved is necessary. This is usually in the forth of letters
38 - - - P sP PP a 5 Y
y0+°° 10+5o PROPOSED STREET SIGN (TYP.) i - 10 • - -- -r STD. CG- D TYP. 1\ N `0v C` a rove coin action re orts, CBR's; avement cores, i e video, or other items where artial release is so t. A �U
. ' - 20 9 (TYP.) "' kaaa PP P P P P P P ugh
- ' - i 1 - x \ 1' ENCROACHMENT final unchlist ins ectionre ort from VDOT can be used for partial bond release, but only if outstanding oo \<� �/ \ P P P P Y items are not j
VDOT STANDARD - p �I •33' • \ \ too broad. If the punchlist is not official, and only a courtesy review, it carries much less weight. In any case, if there V
za' 341 : 5 I ROPOSED NO PARKING SIGN (TYP.) - z0'acz0' ` ° \ LOT 26 m
TYPE 3 BARRICADE ' cd . .28 - (MIN.) are problems meeting the eligibility or occupancy minimums, and it is not known how long improvements may sit, or w
ip _ - 20' ; ; -1.- 20'x2o,- - -zo z2o'- 12 I \ \ \ C r. o- \ need replacement, partial releases may not be possible. z
(2) FUTURE ON -STREET PARKING _ - S' _ - 0 a- PROPOSED 6' PORCH & (TYP.) _ __ - _- - 1 20'Xio' )'J )-) (MIND (MIN.) GARAGE QT'•
.. N GARAGE ` �lt9"_ 7 y o- \ a w
SPACES (8'xzo')SPACES SHALL BE F I 20' 3' CONCRETE SIDEWALK (TYP.j zo'xzo' N (MIN.) GARAGE PROPOSED NO PARKING SIGN TYP. V' 'r Even if a band release is not requested, an inspection from the County is required for any County items, a Cd 20'xzo' zo'xz0' GARAGE (TYP.) _ ATION \ V/ LL
STRIPED OUT AS SHOWN UNTIL r - (TYP J - W R i G SEPAR PROPOSED WALL such as the street name signs, and any sidewalks or amenities that the County required but VDOT will not z in
STREET IS EXTENDED INTO THE -I zo'xzo' I I (MIN.) (MIN.) Z ;a . ' . _ _ BUILD>\N \\ \ maintain. This final inspection by the County must be performed before the road can be recommended to Z a z
zo'xzo' zo'xzo' _ z0's�' � GARAGE I PROPOSED RETAINING WALL EASEMENT y- MAX. HEIGHT=6' o �
ADJACENT PROPERTY \ zo'xzo_ MINA (MIN.) (FAI (MIN.) GARAGE GARAGE N yO the Board of Supervisors for a resolution of public acceptance. Count bond releases °r artist releases O z a
GARAGE o LOT3i Q
(MIN.) I GARAGE I I u I \ I P P P Y i P )
GARAGE GARAGE N CO LOT 3z I cD 1 + + IIII will be considered on public roads for all portions approved by VDOT. In addition to 1-3 above, the v in
PROPOSED NO \ GARAGE �I O LOT 33 1 ➢ oil x I \\ \ following items are required to be submitted for bond releases to be considered: H w
PROPOSED WALL 2
PARKING SIGN (TYP.) ^ I o_ , b NI z "
ry LOT34 MAX. HEIGHT= Ilm w I I M o LOT27 0 \ V/ z
\ \ I N LOT 35 IZI 4' \ a r I m m N 4. Signed and scaled letter from a professional engineer listing and certifying that completed o z
N LOT 36 I w I \ I . improvements are built according to plan. m Z)
PROPOSED VDOT o o NLOT39 NI LOT38 LOT in o 24'1 P g P \ to
\ o LOT 41 LOT 40 .+ I r m 10' II IZ C F 1 _ Please do rot a -mail or fax copies of this letter. An original signature and certifying seal ere required. Please do not / j
STD. CG-gD (TYP.) LOT 2 I >I 10' DECK �/ / I _ w
4 D! 10' 1\ Q 1 113' \ use qualifying statements such as "it appeared", or "to the best of my knowledge", or "generally in accord". w
1d DECK / h o o Ira rovements were either built to la or the were not. As -built measurements, construction ins ectio and other Q J
\ I I DI DECK DECK u8' MIN. > z ii N P plan, Y inspections, F
/ 2 D Z N o field verifications should be cited and included. Tolerances should be noted. The items not built according to plan Q
\ I 10' DECK p r . • ,Eo (TYP.) o LOT 28 I A most be listed, with explanations Deviation in pavement materials and thickresses must be listed If street trees or Z W
\ \ 1o' 10' 10 DECK I Z� t ENCROACHMENT I h / / o m \ sidewalks, or other items were moved, or added, this should be noted. If drainage changed, by addition or deletion of m
DECK
1O' 1O 10' DECK I DECK - 28' 48 \ h + Ij \ culverts, inlets, or re -alignments of pipes or grades, this should be verified by revised computations and attached to the a
_DECK DECK DECK L I PROPOSED SIGHT �1 N I1 114' m \ letter. If there are outstanding items or omissions, these should be listed. Graphics are helpful. In short, please provide a
\ 20' REA SETBACK _ _ I { ^ p D more than a statement of opinion or assurance. please demonstrate that the urprovements and construction have been
28 OPEONPSPACEAHEREBY DISTANCE EASEMENT III I 1 -1 0 3 X co \\\ inspected, investigated and documented, and are certified in detail, andccumt staff will not be in the position of W
1' ENCROACHMENT, 34 0.35 ACRES D.B. PG. 8i .. a �? o LOT 2g n discovering dscrepancies and deficiencies in the field. m
- 35 p a a m m o 5. Certificate of Completion w
TMP 45-86 --. z z8 _ _ _ _ _ DEDICATED TO THE HOA RC,• I+ � ' // \ \ Syo This form must be received for release of a bond. It is available on the county website. In the case of reductions, a
28 --�,-- - --.
1' 543° 31� 1398��W 19483� 34 z8' 1z' PROPOSED 5' 65.8J l \ -\ ° letter listing the outstanding items that need to be completed before signing the certification is acceptable. It must be
ALBEMARLE SOCIETY FOR 3 PROPOSED WALL CONCRETE SIDEWALK 119.
THE PREVENTION OF CRUELTY vARIABLEwIDTH �MATCHLINE - SEE SHEET 4 oY' rn o \ 1. signedbytheowner. This form says all subdivision improvements have been completed. It also saysthatall
MAX.. HEIGHT=5' 1 / / _ - °y construction conforms to approved plans and any discrepancies have been approved by the County. This means the as -
WALL AND MAINTENANCE S6S° ( ; / , Gl n+ C'6, ' built plans have been approved by VDOT, and they have agreed to any discrepancies, which should be documented in
TO ANIMALS, INC. i 3o' o D^o LOT al
EASEMENT S6 rYy. : w / i �� �'+ F acceptance corzespondenceorpunchlists.
34 + ( D z N PROPOSED 6' PORCH & r
w168)0, I 1 /I ry; m 0 3' CONCRETE SIDEWALK (TYP.)F1, _
I � _ OPEN SPACE A CD 0
PROPOSEDVDOT 6 12_f o.61ACRES w o CD
STD. CG-6 (TYP.) �I
NOTES:
1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A
SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT
REQUIRE A STAMPED ENGINEERED DESIGN.
2. ALL OPEN SPACES ARE HEREBY DEDICATED TO THE HOA.
3. ALL NEW PUBLIC STREET RIGHT OF WAY SHOWN HEREON ARE
HEREBY DEDICATED TO THE COUNTY FOR PUBLIC USE WITH THE
SUBDIVISION PLAT,
4. MAINTENANCE OF ALL STREET TREES AND THE PEDESTRIAN
CROSSWALKS SHALL BE THE RESPONSIBILITY OF THE HOA.
5. RIGHT OF ACCESS TO THE CEMETERIES IS A STATE REQUIREMENT.
ACCESS TO THE CEMETERIES ON THIS PLAN SHALL BE GUARANTEED.
MIRACLE RECREATION EQUIPMENT
SLIDE
65-727
LANDSCAPE STRUCTURES - WAVY CLIMBER
MODEL#:}5o636
' .I..l1aw66�hotMsam4�da ly pM1au Nlw+vywall Rimher.yy
1
OPEN SPACE HEREBY
DEDICATED TO THE HOA
EXISTING TREE LIMITS (TYP.
I
PROPOSED 6'
III
PLANTING STRIP _
-
PROPOSED NO PARKING SIGN (TYP.)
\
111
111II
PROPOSED NO PARKING SIGN (TYP.)
\
EXISTING ACCESS EASEMENT
„'
A.
FORTMP45-112F
rzo+gil +
PROPOSEDSWM
TMP 45-112F
DB 2334, PG.1
z
FACILITY
EASEMENT TO BE REPLATTE'D
N/F FOUNDATION LLC
AND EXPANDED WITH FINAL
C/O FOUNDATIONS CHILD
SUBDIVISION PLAT
W I o
ROPOSED SPEED LIMIT SIGN
DEVELOPMENT
D.B.PG._
BUMPER BLOCK
?
PROPOSED PEDESTRIAN
ICROSSWALK
STRIPING
2' STRIPING TO PROVIDE 24' DRIVE + 2
PROPOSEDVDOT
' AISLE AND 18' PARKING SPACES
I \ ,� STD. CG-22 (TYP.j CONNECT TO EXISTING v 72, PROPOSED SIGHT
PARKING LOT CURB & GUTTER Z R DISTANCE EASEMENT
\ z D.B.PG. 5767.5z'R - - -
EXISTING PARKING LOT PROPOSED OFFSITE SIGHT 3a FIC FIC
�- L_zg3.31
DISTANCE EASEMENT - --.-
TMP45-122F e -
TIE-IN PROPOSED 5' CONCRETE LA
?Z STORAGE A 106 RIG
SIDEWALK TO EXISTING SIDEWALK _
ROPOSED STREET SIGN (TYP.) 42
EXISTING 5' CONCRETE SIDEWALK -
e - PROPOSED STOP SIGN (TYP.) _-
i'N/ INm BERKMAR DRIVE - yz
w STATE ROUTE
STA
PROPOSED MILL &OVERLAY.
W
l _ _ SEE DETAIL, SHEET g.
AR
NCETO NEAREST
D15TA N =z,16o
-�' TANCET 10 =3 oT INTERSECTIO
p15
O/� INTERSECTION = 35
SIG\Ai m/,7i1 -- \V
I I
I I
1 �
PORCH/
DECK/
PATIO
14
$� VILLA UNIT ��D
GARAGE
20'X20' PORCH
MIN.
20.7'
DRIVEWAY
18' MIN.
I
zo' WIDE
DRIVEWAY
. PIL-
I I
1
TYPICAL UNIT LAYOUT W/ DRIVEWAY
(N.T.S.)
LOT
NUMBER
LOT
AREA SF
BUILDABLE
AREA SF
LOT
NUMBER
LOT
AREA SF
BUILDABLE
AREA SF
1
3,681
2,559
27
4,714
3,079
2
3,101
2,427
28
3,178
2,478
3
3,928
2,642
29
3,261
2,559
4
3,628
2,352
30
4,138
2,786
5
3,292
2,518
31
4,266
2,761
6
4,581
3,290
32
3,105
2,401
7
4,176
2,820
33
3,203
2,500
8
3,253
2,590
34
4,005
2,679
9
3,142
2,440
35
4,261
2,903
10
3,128
2,425
36
3,470
2,764
11
3,873
2,626
37
3,317
2,613
12
4,028
2,788
38
3,815
2,537
13
3,166
2,458
39
3,778
2,490
14
3,077
2,375
40
3,086
2,385
15
3,090
2,389
41
3,057
2,357
16
3,160
2,459
42
5,523
4,052
17
4,259
2,849
43
3,847
2,657
18
4,067
2,729
44
3,159
2,452
19
3,225
2,512
45
3,226
2,522
20
3,113
2,413
46
4,095
2,706
21
3,120
2,422
47
3,916
2,584
22
3,202
2,501
48
3,051
2,350
23
5,301
3,528
49
3,103
2,402
24
4,306
2,819
50
3,156
2,454
25
3,201
2,484
51
3,196
2,495
26
4,042
2,641
52
3,796
2,523
TMP 45-81
N/F THIRD MESA LLC
�I
EXISTING 12" DI WATERLINE
z
I
0
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
1rr = 301
SHEET NO.
3
k
3/lG- STEEL PLATE WELDED
TO P05T & GROUND SMOOTH T
�V Iry
\\ PROPOSED VAR. WIDTH STEEL DIA. GALVAWON NIZED
STEEL POST_ PAINTED WITH
\ ANDSCAPE MAINTENANCE EASEMENT PROPOSED MILL &OVERLAY. /
D.B.PG. SEE DETAIL, SHEETg./ UU Lic. No. 035791 b
2 GOATS OF PRIMER SCOTT R. LLINS
AND INSIGNIA YELLOW
NSg° bV PROPOSED EMERGENCY ACCESS p 1
r �5 45.a411E ��6 �� WITH zz' ACCESS EASEMENT !
/ " 3/4' DIA. STEEL PIN W/ MEAD ,p 08/31/20 c
6a vv D.B. PG. W/ 3/8' DIA. MOLE FOR M �{�S
o SlGMTplSTA �-_ LOCK LOCK SION
0, S PROPOSED REMOVABLE STEEL BOLLARDS. / FIN15H SURFACE CN.I.G.)
�L 3z zSEE DETAIL, THIS SHEET. BOLLARDS TO
BE INSTALLED AT BOTH ENDS OF ACCESS ESMT pL
\ \� zoPLANTING &
(6) TOTAL BOLLARDS (AS SHOWN) ' -" ..' -: ".. .. '•. - •.
1' ENCROACHMEN OPEN SP%CCE ? w
G<-- LANDSCAPING B FER/ � '
T O< o.lo ACRES ' 9
LOT 6 I S' DIA- GALVANIZED _ i'
OPEN SPACE HEREBY _ PROPOSED VAR. WIDTH CPAINT PIPE
GROUND `, I o m
tid LF z ti° DEDICATED TO THE HOA/ / SiGNTDISj N6 °a3 3a'/4 E D.B._PG. \ g LANDSCAPE MAINTENANCE EASEMENT iv I-
F z + 4 ANC / PORTION SAME AS POST) z
4'ENCROACHMENTI p 4' o? G / CONCRETE FOOTING
OPEN SPACE F e _ zz
COQ� % / "' 3/1G" STEEL PLATE WELDED
o ti�L� LOTS C? F' 2 / 0.08 ACRES TO SLEEVE 12 7)
°h T 0 1° F/a ° OPEN SPACE HEREBY N6 ° - z" HIGH AMERISTAR B CK SECURITY FENCING
o, 9' + 1 _ F/P DEDICATED TO THE HOA i 3
4 m
41 a �\ 49,zs� / (MAJESTIC AEGIS PL WITH SWI�1G GATES NOTE DRILL A 13/1G' DIA- MOLE TNRU g
4 g
�' 0�8�} / BOTH THE POST AND SLEEVE FOR a w
LOT C� C S FOR USE AT CEMETER S Q Tlf� I�N _ r TOT LOT AND i/ PIN PLACEMENT- w Y Co � h
c 10 ry \ \,pv ROAD' ;, RETAINING WALL SA ETY RAILING WHERE REQ'D z (r))
� e� LOT f� T� REMOVABLE STEEL BOLLARD DETAIL Z a a
$ C�� PROPOSED 7 OFzo,. ��zp�� ce
CONCRETE SIDEWALK i G ��o+� <F 2 \ OPEN SPACED PC T 3�C �S` \ - _ / / O u LL
y 9p GP (Ty !Y _ 9p/IJo, yy� °� o.3zACRES NC'&� ''' aO4o./6� _ ~ o 9 F` OPEN SPACE HEREBY q/Vp F ao W V�
PROPOSED 6' cF LOT 8 yDEDICATED TO THE HOA / SLAP/ 6 8
ti - ry PLANTING STRIP �� N, i / p t°, S , / NGg uy PROPOSED VAR. WIDTH �"'�I 0 � z
n _ � '°' Fc �/ 8 FFE \ ANDSCAPE MAINTENANCE EASEMENT > CO o
z ' _ PROPOSED 6' / / + F e R
�� / i - LANDSCAPE y C�2i/1Jo, yy. y0� D.B.PG._ / W N w
o c o. n .. PROPOSED 6' �4+po \& MAINTENANCE a.. qcF LOT 9 z8' z8' z8'\ N66°ao l
° 9- 7 EASEMENT S; p �0;. / z8' ? z g
/ P 2 0 = LANDSCAPE S/� F `s Sz4 F "" w
LOT 7c� & MAINTENANCE r h/ \ \ \ s °+ OF \\ \ 69. m
PROPOSED 6' PORCH & m , -EASEMENT ° �/s z3x \ \ a �O C9 �/( �O' �1 a 6 z °N zS' Q
CONCRETE SIDEWALK TYP. T S a. ti o v -- -- ao REAR SET ACK
3 ( ) 11 ° \ /T �o q�F LOT Io PROPOSED VAR- WIDTH a
I � CF \ \ Fj• L � DECK DECK DECK �z° �
10� G` No- \'ye �' a \ \ 6 J ✓ l DECK ao' \ d ' ANDSCAPE MAINTENANCE EASEMENT w
3' ENCROACHMENT dm vo ti�xNo- 4 as \ \ \ vz " 8�F C rLi +d ti3 DECK 1p, oy 3 �64j„ D.B._PG. m
n - 3x q�, /� o, ti DECK Egg. ty w
m \ °o, 9CJ LOTH PROPOSEDBLACK
I LOT z \ \ % �F DECORATIVE FENCE
WITH GATE AROUND LOT lz ti LOT 1 H \ \ \ 12 ` i LOT 13 ti H 4o LOT J'"
_ N
1'ENCROACHMENT p , 1 d \\ o �' °, CEMETERY " 'N LOT16 °
�d �n PROPOSED VDOT (� �9 /y%�o. ti° PROPOSED & PORCH &4s.
N J CONCRETE SIDEWALK (TYP.) LOT17 ��P „ Sy-,
o LOT i cZ ° i STD. CG-9D (TYP.) \ \ \ 6 PEN ACRES zo'xzo' 3
mJ \ \ qF OPEN SPACE E `f ,�� zo'xzo'
NG SIGN
NO \ \ \ �I I GARA(MIGE (MIN.) (MIN zo'xzo' zo'xzo'
PARKING SIGN TYP. sx - G - _(MIN. (MIN. zpxzo I
/ \ ' o s i OPEN SPACE HEREB . r GARAGE I l -GARAGE�� y z M
\ GAG€- - GARAGE I p
\ \ DEDICATED TO THE HOA - �_
\ OPEN SPACE H EXISTING \ \ PROPOSED NO , LOT 18
s• 30, PROPOSED VDOT \ J 25, GARAGE
0.43 ACRES CEMETARY STD. CG-6 (TYP.) \ PARKING SIGN (TYP.) I PROPOSED VDOT _Z !L/ FO \
\ OPEN SPACE HEREBY 11 PROPOSED VDOT XISTIN (1)PROPOSED ON -STREET iNo STD. CG-9D (TYP.)
SSS°z&zO DEDICATED TO THE HOA (z) PROPOSED ON -STREET ( ) EMETA Y PARKING SPACE (8'xzo') j -- -- S�!BgC' G•9'Li ti o
STD. CG-la TYP. _ - D - _ Gl o.
"W PARKING SPACE (8'xzo') \ �I 19 + - - K �9 J LOT i9 Y\
38' A V v 9
--- / lz .1
_ u
G SEPARATION o \ = i ti \
loz .. .�. - � 4 �. , •. i z8
/�f?o. CF aFO� , �L9
a
/ 2 BUILDIN ° o
N _ N� \ - MPIRE STREE zg. cqpti\ < PROPOSED RETAINING EASEMENT O
o_ / LOT zo
\ v 3 16+5 ( 8' PUBLIC R ) z� qG, O \ a
➢ z N' \ ROPOSED STOP SIGN (TYP.) 800'R I - , . ? F. F� a D.B. PG. ti
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a co ,- GARAGE ( )
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(TYP) i (MIN.) I _•, 11N W R � SEpp,R� � \ PROPOSED WALL H
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zo'xzo' zo'xz° _ zo'uzo' GARAGE PROPOSED RETAINING WALL EASEMENT 1= 1 , _ BV(LD� \ \ MAX. HEIGHT=6'
ALBEMARLE SOCIETY FOR ADJACENT PROPERTY \ zo'xzo' (N11tYr- (MIN.) EMI IN.
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08/31/20
PROPOSED io' PRIVATE D.B.PG.
SANITARY SEWER EASEMENT I I LOT 32
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PRUPUSLD SANITARY SEWER I I A TRAFFIC -RATED METER BOX I LOT 3 7
\ SERVICE LATERAL (TYP.) I LOT 6 LOT 35 I ` 3 {. ^ I I I I \ I = 1. EE SANITARY SEWER AND WATERLINE PROFILES FOR ADDI I"O AL INFORMATION.
\ LOT 41 LOT 40 LOT 3g I I LOT 38 LOT 37 3 � )� •: � � i /
LOT 42 I I I I ROPOSED 6" CL. 5z DI WATERLINE \ . SANITARY SEWER AND WATER LINES TO BE INSTALLED IN ACCORDANCE WITH ACSA
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4.PERFORM TEST PITS TO VERIFY HORIZONTAL AND VERTICAL LOCATION, PIPE SIZE g
UTILITY EASEMENT 0
AND MATERIAL OF EXISTING WATER LINE -COORDINATE TEST PITS WITH VDOT & u
I I THE\gCSA. CONTRACTOR SHALL PROVIDE ALL NECESSARY TRAFFIC CONTROL IN Lu
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ASSEMBLYw/ 6"x6" TEE e I I I MANUA CONTRACTOR SHALL GENERATE TRAFFIC CONTROL PLAN AS NECESSARY
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PROPOSED FIRE / / / CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECTTHE RWSA 12" WATERLINE DURING CONSTRUCTION. 0
HYDRANT ASSEMBLY / ROPOSED 8" zz.5° BEND O z. CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION, THE OUTSIDE DIAMETER AND THE PIPE MATERIAL OF THE 12" WATERLINE w
LOTS \ / S' / PRIOR TO ORDERING THE TAPPING SLEEVE. RWSA SHALL BE CONTACTED 3 BUSINESS DAYS IN ADVANCE OF THE TEST PIT AND SHALL BE PRESENT v
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
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SCOTT R. LLINS�
Lic. No. 035791
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III _301
SHEET NO.
8
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 INSPEC110N 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 PUBUC 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 OFA 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).
6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIORTO EACH OFTHE
STANDARD PE-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
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. F \ / v •*
9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC APRIL 2016) /
CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND RWSA GENERAL WATER &SANITARY SEWER NOTES (f , �T;� "•
MANUAL. 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE /' �'
GENERAL WATER AND SEWER DESIGN AND CONSTRUCTION STANDARDS -VERSION 1.0, ADOPTED IN
10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, /
IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE DECEMBER 2015, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES.
SAFE AND CONVENIENT ACCESS. 2. RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION. A
11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS PRECONSTRUCTION CONFERENCE SHALL BE HELD WITH RWSA PRIOR TO THE START OF ANY WORK.
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 '�-, ;'/ `'" J
CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. PRIOR TO THE START OF CONSTRUCTION.
13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED 5. ALL WORK IS SUBJECT TO INSPECTION BY RWSA STAFF. NO TIE-INS TO THE EXISTING SYSTEM SHALL BE
INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE MADE WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK SHALL BE TOP 4" %
WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR HOLIDAYS WITHOUT SPECIAL WRITTEN PERMISSION CURB 2" R
ROAD NOTES FROM RWSA. \\ /
6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE .• '• g"
GRADING: EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE -TESTED BEFORE A CONNECTION IS � ...•.
MADE TO THE SYSTEM. 13" 4
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
DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUC110N 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, 6" TRIP GENERATION
RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF MIN.17
ENGINEER. ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE SCALE: 111 = 801
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 2
SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE 7 B" DOT #57,#68, OR #78
SCOTT/R. CNENS'Z
Lic. No. 035791,E
08/31/20��
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TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INIERSEC110NS 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
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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
(D
ED
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 APRE-BLAST SURVEY MAY BE REQUIRED. FOR BLASTING WITHIN 100 FEET OF ANY OPERATIVE RWSA
SEWERLINES, BYPASS PUMPING AND/OR PRE- AND POST MAY BE REQUIRED. RWSA MAY ALSO
N
N
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
FIELD CONDITIONS INDICATE. -CCTV
¢
0
GO
ti
3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM REQUIRE CERTIFICATION FROM A LICENSED PROFESSIONAL ENGINEER STATING THAT THE PROPOSED
GO
Public Road
MaTsac Street ( )
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 /
/ /j//i /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.
ALBEMARLE COUNTY
14.
TREES ARE NOT PERMITTED IN THE RWSA EASEMENT.
22' ACCESS EASEMENT
ADT: 381 VPD (190.5 ENTER/ 19o.5 EXIT)
AM PEAK VPH (6 ENTER/ 8 EXIT)
GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CONSTRUC77ON WTH/N 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
DRAW
PLAN AS MAY NOT ACCURATELY REFLECT THE RED UIREMEWS OF THE PERMIT. WHERE ANY DISCREPANCIES
O OCCUR THE RE UIREMENTS OF 7HE PERMIT SHALL GOVERN.
2. ALL MATERIALS AND CONS7RUC77ON METHODS SHALL CONFORM TO CURRENT SPECIRCA77ONS AND STANDARDS OF
VOOT UNLESS OTHERINSE N07ED.
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 CON57RVC77ON.
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.-I OR BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZA77ON MAT LINED DITCH MAY BE REDUIRED 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 VW7H THE VIRGINIA MANUAL FOR UNIFORM 7RAFFIC CON7ROL DEVICES
6. UNLESS OTHERWISE NOMD, 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 INDUSTRY (29 CFR PART 1920 R/W
Swede Street
STA
10+06-11+18
54'ROWSection
Parking ISid e
11+18-12+60
48' ROW Section
No Parking
12+60- 14+50
54' ROW Section
Parking 1 Side
14+50- 15+72
48' ROW Section
No Parking
Em ire Street
p
STA
10+00-16+30
48' ROW Section
No Parking
16+30-16+90
54' ROW Section
Parking 1 Side
16+90-17+31
60'ROWSection
Parking2Sides
17+31- 17+76
48' ROW Section
No Parking
Marsac Street
STA
10+00- 12+23
48' ROW Section
No Parking
12+23-12+87
54' ROW Section
Parking 1 Side
12+87-14+32
48' ROW Section
No Parking
2ff 1
PM PEAK: 29 VPH (18 ENTER/ i1 EXIT)
POINT OF
C/L FINISHED GRADE
SURFACE PAVEMENT TOP
SM-9.5 OF 4
i/4A,1 1144:1 CURB 2' R
1 SM-9'
SA
HE 5°oo° q,_ w ^Waa\/ SURFACE COURSE
BASE COURSE \ \� � _ 3° BM-25
21A STONE BASE ° �
/ 1.
INTERMEDIATE COURSE
n
lo' To' s ..
13" '..a' 6" COMPACTED AGGREGATE
(TRAVEL LANE) (TRAVEL LANE) < , - e 7" BASE COURSE, VDOT /21A
2D' E/P-EjP a a ° .n OR t21B DEPENDING ON \ \
«e a -- ULTIMATE TRAFFIC LIMITS \ j�\/\ \\/\// %\ //
AND CCUNDERDRAINS
EMERGENCY ACCESS ROAD MIN. S8BGRADED
NO SCALE -
1' s" 2' ASPHALT PAVING - ROADS
R/W DOT #57,#68, OR #78 NO SCALE
C/1-
STANDARD CG-6
STONE BASE UNDER CURB
CG-6
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%
3:1
EXIST. GROUN
NO SCALE
PRIOR TO PAVING AND/OR
BACKFILLING.
29
2%
6' PLANTING ('-4 - 6' PLANTING
VDOT STRIP STRIP
STONE BASE
327 ET BASE SUBBASE STONET
EXIST. GROUND 0 5 5 B BMA. B2 SE 6
(TRAVEL LANE) (TRAVEL LANE)
7
GROUND
EXIST. GROUND
GROUND
4" CONCRETE
SIDEWALK
I 24' F/C-F/C
48'
R/W
TYPICAL NEIGHBORHOOD STREET SECTION (48 ' PUBLIC R/TY)
CAS-SSAR RESIDENTIAL & JfIXTT USE SURVIVISION STREET PESICN SPSTP. 25 MPH
CIL
CG-6 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 RIW
SIDEWALK I I
6' PLANTING �.,..
STRIP 6' PLANTING
4- VDOw
T 2fA 4- oT 4° pT STRIP 4' WOT 21A
STONE BASE �E BASE SUBBASE 2AVE STONE BASE
5 fi 8�1 6 10' IQ' BASE
OS (PARKING LANE)
ANE)
GRAVEL LANE) (TRAVEL L0.5
54'
4" CONCRETE
SIDEWALK
R, 21 6' PLANTING
4' VDOT 21A STRIP
STONE BASE
EXIST. GROUND
_. 5 6-
R/W
TYPICAL NEIGHBORHOOD STREET SECTION (54 ' PUBLIC R/IYJ
GS--SSAR RESIDENTIAL & MIXED USE .SUBDIVISION STREET DESIGN SPEED• 25 MPH
R4,R fINC ON ONE SIDE ONLY
CG-6 Ct POINT OF CG-6
CURB & GUTTER FINISHED GRADE CURB & GUTTER
/SURFACE 2X r 2%
- SUBBASE
To' 6'
(TRAVEL LANE) (PARKING LANE)
54'-
R/W
TYPICAL NEIGHBORHOOD STREET SECTION (60 ' PUBLIC R/IY)
CS-SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED- 25 MPH
PARKING TKO SIDES
� BASE
(PARKING LANE) (TRAVEL LANE)
6' PLANTING
STRIP
-6-
EXIST. GROUND
EXIST. GROUND
4' CONCRETE
SIDEWALK
4' VDOT 21A
STONE BASE
-5
0.5
EXIST. GROUND
EXIST. GROUND
C
WIDTH OF ENTRANCE
EXISTING OR PROPOSED
EXPANSION MINT -
SIDEWALK OR SIDEWALK
SPACE
a
L
is
EXPANSION
JOINT
E
w
eE
L
L
w
w
w
A
Y
CURB INCLUDED IN
U
w
t
ENTRANCE GUTTER
jN
O
w
m
FLOW LINE
0,
xr
EXPANSION
EN T��PLACE WIOTH
JOINT BE ABLEMINMW IB'
c
3
ABSOLUTE MINIMUM 12'
EDGE OF PAVEMENT A
HALF PLAN L' •Er-'
WP-2
L9
CYi
M
N
z
W NO
N w
W N
Q
>LU
F-1
V/
J J
J Q
l,l1
C z
W LL
-
f""
O LLJ
-J Qxx
W
® U)
0 Ip LU
Y J
LU ce O
LU
Lfi >
W O
Z W Q
- VJ
WL ^/ L
L.f_ LU
Of
��< CO
L/
0 O
0
N
CG-3 OR CG-7, THE CURB FACE ON THE • N' ' •• CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH
PARABOLIC ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE.
STANDARD E TO RE ADJUSTED T. MATCH TIE OFANSHTOTHE POLICY VINO DESIGN
N MANL$E REQUIREMENTS
STOPPING
CURVE MOUNTABLE CURB CONFIGURATION. o4 Seo:•Bob OF THE VDOT ROAD DESIGN E REQUIREMENTS. STOPPING
HP I SPALEK .o4 e. a SECTION A - A SIGHT DISTANCE AND K VALID REQUIREMENTS.
CC-9B
ENTRANCE -
LIMITS OF FED.
ROUTE ® `UNPAVED
WLIMITSOF/&CE55
SPACE
WIDTH BE
ENTRANCE
)I:
LRA175 OF FED. -
LIMITS OF FED.
LESS ROUTE ® NBA -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 VBOT RIT-OF WAY.
I I
® ACCESS ROUTES PROVIDE A CONTINUOUS
e.. e. • t.
UNOBSTRUCTED
UNOBSTONNEC STABLE, FIRM AND SLIP RENTS
a
Ova,
OF
PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A
pa; -IN0
1�==y EDGE OF G PAVEMENT
HAS DETERMINED
D IN FIELD)
TALI( COAT THE PROPOSED
CONSTRUCTION JOINT E%ETING ASPHALT LAYERS - PROPOSED ASPHALT LAYERS
EXISTING SUBBASEL'8 PROPOSED S9ASE
- - - - - - -
COMPACTED SUBGRADE
CONSTRUCTION JOINT DETAIL
® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS
® PROPOSED MINIMUM 1Y, INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5)
x MNMJM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS
AS DETERMINED BY CORES (SEE NOTE 3)
NOTES:
S
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.
STJBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN.
3. A MINIMUM OF THREE CORES SMALL 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.
C THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 11z INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE
PROPOSED PAVEMENT WIDENING SURFACE COLIRSE,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.
w
SPECFICATI
ASPHALT
ASPHALT PAVEMENT
WIDENING
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
I ;
I A'1 -STREET APPROACH SAME SURFACING
GENERAL NOTES
MADUS TO BE AS o
AS MANLNE ROADWAY TSEE 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
C5-2 OR CG-6 I
CONFIGURATION.
P. FOR RAMP DESIGN TO RE
-
B 9 SIDEWALK
ANOAYD.OURB
1iSEEDSWrtH T'RD HISCSTI2
SIDEWALK
I
I (SEE
NOTE 5)
w ---
I OPTIONAL UNPAVED SPACE
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
OMITTED IN THE ENTRANCE.)
JOINT
I JOINT
4. CURB OR COMBINATION CURB AND CUTTER
- - -
SHALL
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 ENTRANCE 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 ONLY)
WITHIN THE LIMITS OF THE RAOISHOULD BE
INCREASED TO 7". (SEE CG-13)
FACILITY THAT CAR BE APPROACHED, ENTERED AND
EDGE OF PAVEMENT OR
8 X MAX'
0
USED BY PEDESTRIANS. F ACCESS ROUTE IS ADJACENT
OPTIONAL FLOW LIPS
GRADE CHANGE
D
8. PLANS PRE TO INDICATE WHEN CONSTRUCTION OF A FLOW
TO BACK BE CURB, MINIMUM WIDTH SHOULD BE 6'. SECTION F-F
(SEE
LINE E REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS
MAINLINE ROADWAY
-
- - - - - - -
- - - NOTE 7)
THE ENTRANCE.
XF F PEDESTRIAN ACCESS ROUTES WARE BEING '1_n11
MUTES
89 MAX.
OR Cf1ANGE
0
7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES
0" ENTRANCE GRADE
N THE ALLOWABLENOT
AM LE WIDTH
PROVIDED, MINIMUM 4' T
'I---'-�---II
O
E. THESEA
TABLE. THERE VALUES IRE NOT APPLICABLE TO STREET
E REDUIRED WITH A MAX. 2Y. CROSS SLOPE.
CONNECTIONS.
. s.
5' M
20' MINIMUM FOR
' N•
COMMERCIAL ENTRANCE
INTERSECTION NOTES
WHEN USED IN CONJUNCTION WITH STANDARD
. p
8. WHEN CCAI IS USED FOR STREET CONNECTIONS. THE
NORMAL GUTTER
® ___
®-_--______ xx
SECTION E-E
• eq,
. p• • e. • e• - �. • e.
444
x x
MHO% TO 10x CHANGE
Q4^?
PoP e4YSo4obab444e "bi
CLASS A3 ( I S300NC.
.6e44AeB
B" AGGR. BASE TYPE I SIZE
21B
• >.
S..p..
I
® POINT OF GRADE CHANGE
12X MA%. SLOPE 6'-0'•
FOR CURB AND GUTTER ONLY NF
• e, e. • e.
FOR SIDEWALK CURB AND GUTTER
x: 12 X MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS
',
g4 b%U4
SUIT CONCURRENTLY
.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
I1VDCOT
STANDARD
ENTRANCE GUTTER
ROAD PAID BRIDGE STMUDAROS
5O2
REVISION DATE
I SHEET 1 OF 1
VIRGINIA DEPARTMENT OF TRANSPORTATION
07/15
2p3.02
9. WITCH& FLOWLRE MAY REWIRE WARPING OF A
PORTION GUTTER TO PROVIDE POSITIVE DRAINAGE
ACROSS TIH E INTERSECTION.
B
ALLOWABLE ENTRANCE GRADE CHANGES
•. Y-I
CLASS A7`
CONCRETE ` °•
SECTION C-C
ENTRANCE VOLUME
GRADE CHANGE
'0..
DESIRABLE
MAXIMUM
NIGH
MORE THAN 1500 VPD
0%
3%
MEDIUM
500-1500 VPD
s 3 X
8 X
LOW
I LESS THAN BOO VPO
58X
8X
NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT
APPLICABLE TO STREET CONNECTIONS
FICATION XVDEDT
ERENGE METHOD OF TREATMENT
ROM AND BRIDGE STANDARDS
502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET 1 OF 1
VIRGINIA DEPARTMENT OF TRANSPORTATION O7/15 203.04
U
W
W
� In
N JOB NO.
182152
SCALES
III = 8Q'
SHEET NO.
9
SEWER SERVICE LATERAL CONNECTION NOTES: max ASIM M0 AND HEX Ntf( PLACE 5' GALVANIZED "WITNESS "POST NTH
1H O� P.
VDOT CLASS 1 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 2 L 0.STIM A36 MH 1. WHERE A SEWER SERVICE LATERAL CONNECTS A A MANHOLE 5 MIN. RIPRAPAND NO INVERT ELEVATON FOR THE SERWCE LATERAL IS (TYP) INDICATED THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE 2'-0" r,)5' - UNgsNRBED FNTtH uNDIsmRBEOTOP (CROWN) 0.EVAITON OF THE THE LOWEST PIPE CONNECTED f _ solL OYP CAPPEp ENDS PAINTED BWE IN REMOTE AREASTO THE MANHOLE. ".' °`145' Au-rHaL4AO Du°°•- ) NOTE: HYDRANT MUST BE of AS DIRECTED. MARKER LOCATION MAY BE SUBJECTNi"..t�3.0' MIN. EQUIPPED WITHCHARLOTTES-TO HIGHWAY DEPARTMENT APPROVAL. O2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL 8" g,B" INITIAL BACKFILL g24 I 9" ( i' WLLE THREAD$ WHICH I$
WATER MAIN THE LOCAL STANDARD. FINISHED GRADESCOTT R. PINS�.BE CONNECTED USING A PIPE $ADDLE. 8'PIPE ANN
6"VDOT NO 1 MM MIN. MIN. MIN. ( ® Ei LENGTH OF BRANCH VARIESU Lic. No. 0357913. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% STONE BEDDING1�.,s" BEDDING' i °ALOE-J_ ; a' MIN z' To 1a(1/4" PER FOOT) 6" :i;. c. "d` �`•.:(. #68 STONE 74,
/ (27D1vQ08/31204. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN PIPE * STABLE SOIL 24MEN 18"-22" �tDIAMETER OF V. O.D. ROCK UNcwSNRBED EARTH ••,♦ ELAN 7 CU. FL ALVEI
i I I ADJUSTABLE TRAFFIC RATED
5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 12" SECTION A -A * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL FOR ALL BENDS FOR TEE OR WYE ITTINGS
fqm H68 STONE II VALVE BDX W/ LID ONAL
OF 3 FEET. NOT TO SCALE STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND MDEN TRENCH TO i •" CV55 A-3 CONCRETE M
ACCOMMODATE /.. Aiw 'h):S MEGA -LUG 8" GATE H
CONCRETE ENCASDAHNr THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF !x'R ANCHOR IF y ±'; 42"MIN VALVE ?
SALT {�68 STONE. REWIRED. ,III T7�TREATED 415
2 x 4 mn BEDDING A$ M . rx.. Y:'*i' n+ ^s t'."", I• .: U' � �. TEE
B" a
FINISHED GROUND MARKER LENGTH (VARIES) FOUNDATION IN POOR SOIL UNDER -CUT CONDITION REQUIRED D''-' °° ✓'.' •ss •1
MATCH O(19RNG PROILIEF
.7 d' MIN 250E P.S.I. CONCRETE
EXCEPT WHERE SLOPt x * .. r `•.. •,., •, x MIN '"' BASE AND THRUSTBANK E%CEEDs 1 TO 1 MAX. PLUG a ELEVATION BLOCK AGAINST
45' UNDISTURBED a UNDISTURBED STABLE A. --- M.J. GATE VALVE H
MIN MI STEEL PILE '�T Z
( / L 4 INITIAL BACKFILL 4' I T T T O'+ 1 RESTRAINED JOINT FITTINGS -
UNSTABLE e" g• v MIN WIDTH MIN WHEN THE SOIL IS DISTURBED OR WHEN
SOIL MI MINF J. MIN MIN SECTION 1-1 SECTION 2-2PLUG A HYDRANT 15 LOCATED IN A FILL, IN ADDITION
MAIN LINE SERVICENDAOERAL .'3'0' MN. •n`T • \ _-; � .;,j:y'?" :GRANULAR FILL A5 .._�._ _, #68 STONE
70 POURING CONCRETE, A STEEL PILE SHALL V
SECTION _ BE USED A5 ADDITIONAL SUPPORT.
APPROVED BY ACSA ^'✓1n,> PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL. W
\ V
� SIZE DF (FEET) CU.YD. ( CU.YD. - WATER b LINE
45'0'0" STA L "•I CI STABLE SOIL OR ROCK' BEND L H T L H T �✓
90 2.50 2.50 3.01 0.24 NOTE Lj Z
200 225 260 0.15 2.0E 2.25 2.5E 0.15 I 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 250E P.S.I. D8 •;ti'•;I; ••.'Jo.'. •T: i:"•:i;, NOTE 1 22 1/2 1.5E 200 2.52 0.1E 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN F THE FIRE HYDRANT CONCRETE _ 8 _
11 1/4 1.50 2.0E 2.50 0.1E W
UNDISTURBED I 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 9D 3.66 3.16 3.21 0.48 SECTION (INCLUDING DITCHES) THRUST BLOCK ^ 2'x 2' BEARING AREA U) Wcc
MATERIAL I--r- A 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED 8" 45 2.66 266 2.77 0.26 3.16 291 2.86 0.32 NOTE: 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND - ' A ' o. z Z "~-' W
22 1/2 1.86 2.16 2_69 0,13 VALVE BOX. U)
ABOVE THE INITIAL BACKFILL. 11 1/4 1.66 2.16 2.67 0.13 1. ALL RODS AND FASIEIHERS SHAH BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 4, THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. .q a J. 0 J Z
IT IS NOT ALLOWED IN THE DITCH. A O Z a
IN LINE WYE-TEE NATION 3.THF INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" L]FTS, 90 4.83 3.83 3.42 0.83 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGxAINST UNDISTURBED SOIL FOR THE MINIMUM 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP e � v E Li. Q
PLAN 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IV' & 12' 45 3.33 3.58 2.95 0.43 3.83 4.00 2.&3 0.52 DIMENSION SHOWN. HO ES ARE ABOVE THE PREVAIONG GROUNDWATER ELEVATION. IF u V
NOTES: 1. WHERE LESS THAN 3' OF COVER Is AVAILABLE BELOW STREAMBED, CONCRETE ENCASEMENT 22 1/2 2.33 2.58 2.86 0.24 REWIRED TO BE W WET AREAS, THE WEEP HOLES SHALL BE �7 W J
WALL BE REQUIRED. IN THE TRENCH. 11 1%4 1 83 233 284 O 18 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM IF THE TRENCH WIDTH IS pWCGm AND THE HYDRANT SHALL BE PUMPED DRY. Q �.
L4RCLR WRING CONSTRUCTION, THE COLLAR DINEN61DN6 SHALL INCREASE ACCg2pINCLY. O
VA 2. WHEN BEDROCK Is ENCOUNTERED AND COVER AND
TO OR EXCEEDS 3O THE TRENCH SHALL 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SX (6) INCHES ABOVE GRADE.
BE BACKFILLED WITH COMPACTED 21A STONE AND TOPPED WTH 1B" OF VDOT CLASS 1 RIPRAP. 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES
j� SIZE, 2DEAD5OG ENDS AND AT VALVES. Z
2. USE 250E P.S.I. CONCRETE
SEWER SERVICE LATERAL CONNECTION TYPICAL STREAMCROSSINGDUCTILE IRON WATER 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. CROSS ANCHOR RESTRAINTS FOR VALVES 0 m Z
4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF TYPICAL FIRE HYDRANT ASSEMBLY DETAIL TYPICAL LATE VALVE ` m
N.T,S PIPE INSTALLATION & BEDDING ALL THRUST BLOCKS. NTS N.T.S. NTS
� 0
FIG.N.TS-2 FIG. s-7 NTS CONCRETE THRUST BLOCKS BI. W-3c FIG. W-4 FIG. W-5 W CWc a W
FIG. W-2
M-33 7D-38 FIG. W 3 TD-6 .~. Q
Inc
TD-2 TD-3 TD-8 m_g Z �
W
CO
J
Q
1 COMPRESSION x ]/1' YAIE HPf COIIPDNG FRAME & COVER � �
OR APPROVED mllpl
(SEE FIG. S-1-D,E) r Lu
QI VARIES a
VALVE BOX
ca+Pxw 4" DIAMETER BRANCH STREET SURFACE OR z Lu
Lu
TO USE ON ATTkOED SHOE FANLY REMAINING BACKFILL SHALL AND VALVE NON -PAVED AREA Ln
flE9DENDN RERNCE$ DR OVAL RE9DmRAl NOT CONTAIN ROCK MATERIAL COVER LIFT NOTCH
Arm IHRNARNN MOSS OR
TR 36"MIN LARGER THAN 5" IN ANY 14 1/2" SLOPED AREA -'� _..�,, w
DIMENSION 12 3/8" M.J. PLUG Nrt �
24"MI 12 1/2" VARIES 1'-0" MAX
8"MIN INTIAL BACKFILL* 300E PSI CONC. BASE
6 LIFTS
MTE O EMBEDMENT * T ) WATER 1' G
BENCH SLOPED TO FLOW
*THOROUGHLY COMPACTED O �
CHANNEL 1 4" : 1' MIN
BY HAND OR APPROVED Q _ I
SPRING ONE O MECHANICAL TAMPER �RE. RUBBER COATED STEEL d
DUAL sERacE OF PIPE HAUNCHING WATER MAIN RESTRAINED JOINT FITTINGS 3'-0" MIN
CAST IRON LID STEPS CAST IN PLACE
1` COWRERN0.4 N ]/{' MATE PPF CWPDM N0. 68 STONE - - � � � o 0
OR APPflOVED EQUAL 1-� BEDDING 6" max 18" METER BOX PRECAST REINFORCED
4" min _ �
SOFT COPPER OUNDATION SHALL BE ON-LINE CONCRETE SECTIONS { �2" MIANX '��� C) CD
\ 1 BRANCH w o 0
( ( „ „) O" RING SEALS 120 ~ / H f- Q
OL REQUIRED WHEN SOIL TYPE B MINIMUM ELEVATION Q
rd USE ON DErpdm WxNE FN11Lr CONDITIONS ARE UNSTABLE _
"ESSENTIAL Is PRME NHLTE Ax IRnx+Anox ALL PIPE) v DIFFERENCE ACROSS M.H. 5" 4'-0"
NFTm Is xm PRWAOm.
`I, FROM INLET TO OUTLET - C0
HOK. SINGLE sER,ncE 41°\1 N`Iry VARIES SHALL BE 0.20 FEEL VARIES 4-
I) RANDOM SHMI SE USED ON PNq III \ DEPTH OF FLOW 4
P ry THREADED COUPLING CONCRETE 2"
I-ensr Kd UD 18° M1 PVC SLEEVE `o CAPBRASS NIPPLE AND PVC CHANNEL TO BEFILLETS --
{ CON DIAMETER OF
NOTE j LUBRICATE ALL THREADS CONTRIBUTING T �"�=--
FNmlm GRADEw. 6" EXTENSION THRUST BLOCK 0 SEWER. T .K A .A 12"
1. OPEN CUTS IN PAVED AREAS .WITHIN21A EXISTING VDOT RIGHT-OF-WAY SHALL BE 1'" " METER BOX (SEE FIG. W-7) :�a': NOTE:
[p-1' BACKFILLED ENTIRELY WITH N0. 21A STONE. LDMNMM A FILLETED INVERTOR A SM00 L9
V.IB'1LLL e"nNrv" 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED X !� VALVE 0 TRANSITION OF FLOW BETWEEN FLEXIBLE CONNECTION
U / t 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°[gT'"" STONE SHALL BE PROVIDED' (2 PLACES) M.J. FITTING (�
1/`BENID C01^1X6� 3. 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
IN -
BEDDING OF NO. 68 STONE TO DRAIN IF
NflEF
nz,. ° GRADE ALLOWS 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE o INSTALLED _
N r = <`,�s j. * 2" BRASS PIPE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. M
MrnPonAnD15TW 6� "`N'u'`;I NDw As .,. i,E VARIES -: VARIES
P�N���' �"-�c•N`�; N°��""Y NOTES: 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE O
FM d DUSTUNDER „ !"�.J"!.� P °W.EIER AANi M 12'
mx AM mr1ER (x-xmn 16p,;...' • s4�,.7-`A; ERNE SIdF Pbexn. veor (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. ,
APED xo], POOKV. RICH TYPICAL SEWER PIPE ARE SAME SIZE 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED &GROUTED
PLUG INSIDE AND our. TYPICAL MANHOLE PLAN � Q
INSTALLATION IN TRENCH DEAD END TYPICAL MANHOLE SECTION SHOWING BRANCH TIE - IN (V J TYPICAL SERVICE LATERAL INSTALLATION TYPICAL METER BOXES (TYPE "A") SHOWING BRANCH TIE-IN O
(5/8" & 1" METERS) NTS (5/8"-1" METERS) NITS O
NTS FIG. S-3 TYPICAL BLOW -OFF ASSEMBLY N.T.s
FIG, W-6A NIS FIG. S-I-A FIG. S-I-B N W
TD-34 FIG. W-7 NTS 1
TD-10 FIG. W-8 TD-25 1
INNNIN
TD-13 TD-19 TD-27 Q I-�
o-i - - 1 uN m-z �_
,ANENT iDP M M M�'Rk ,q 'WEE' F "WrILi RPp.
[ W
u R!®NF Rpl MIEN [b' • PAKND N TV T E
III19GL:R id fIROV BBBAE RE DF FLL -
oEDreNTm mw1uE F/KDD. "DORDS I sxKL SE ESNrDED Lnnw Lti+a rxD "'T'S /�/ UNSON 1" (25mm) 4m HOLES
z _j _j
i. avmLAP Fu mYmlmgN UIEfAWAN+ NnPEN1 ,• srquuR UE ON 32 3 4" (B34mmj Ol4 J /�
PAYID 91GYIIERmExdFE DRINMi FI]MC °" NWENE.�
SIN%iD MENRWI 0I a A TONA COMBINATION UNDERDRAN CD-1 AT LOWER END OF CUTS [ EDK DF PAvuEHr •� BOLT ClCI CLE. 2' (RECESSED
LETTERS
PPONfPEON P °"" CENTER LINE SECTION lava LNAs i"Aia / I • ED. mAv¢ LAfEB O (RECESsm FLUSH)
LW . 11 ISMIED, NAIII , COMBINATION UNDERORAPH CO-2 ON ELLS a
!/ sxVE To NARRIN _, �� - ..:-' CENTER LYE SECTION I
OWNS T aunfr OAF _ / nwix TrvE Ia. NATI t� mbe m vAveolr
a OF PPE PADRAK TRENCH PLACEMENT
PAv WR tm SNODUD 7E W SEE Iql£ 1 `. TE OAR.. ad `I� � N£ I NE£, KE 114 8
' I x r " b- -- : r P•Nnoa DUNI Y DOSE uvbv TRENCH PLACEMENT N�.ly W my r� ,nt 2 CLOSED 1 1
KARs YK,ND aR Ab7 wMEETRIA Na " PrvF _p W rtL �- / 1K r SQ. ` ' + •'1 R} PICKHOLFS I- E..� • - vwL.ne WADAMH KausYExT. A4INEW,E an tNnxm " Pic /
D.
6 PAVED swLnDFF, a.us Ic[rxo xe` st99uF / PAYflFAr vAs/CE L RASE arts DE PAr raR L
FMAnd LEDVSIINr. -u. q. o-u.e. e.u-e. a. sn[cr wRR"L rrPCxtliv 3 nreglU �E�-ACE ENT. R£ 1 1/2• r
is PAVED SHOULDER SECTION CURB AND GUTTER SECTION ww bmKw,E, IN AKAED.11 W w�KD G o.e o-o.e-". FSFIEn wrw[L rrPsxav
•'::: aMs KrI,N ae aNn•mx Kvxwrwn - " " PLAN VIEW STOWING PLACEMENT OF LLI
PLAN VIEW 057 A°°acM as .DwESUTE AN Cmsm CD-2 UI'DERDRNN > o
komAE DR.NINCE FISIC (PLACEMENT OF CO-1 COMBINATION UNDERDRAIN) N2TK ae WUAnax KaummRs. Q
• • &ovEW T x TO aKERr OR F 1*P' NON -PERFORATED OUTLET PIPE 0y
SECTION A -A nK W FTF �1X6 °'mH41X LL A��/A1
P•VEMEvr SNFNa I RAK • xoN a O Q W
SYDOm MML P!8 .q3 0.163 'rl
9JAE4 OR tpp.i Srlauho SUBR.+Y Q Q
RPEiRMW1g1wwETk,s�"wm1Nx METHOD OF TREATMENT IN DROP INLETS m a --KssaT wrwK TmEa W STERNS +PAYVE^ svPAz • OAK sxbaTH xNL K m Ps kkN TD DA Mkk z 1r S = o
WON �s W TO ELaow. W T E�m, rTo^"'e.e o.>.". IKy[NT W LaE srMLu[D, e •�1�1
RKs NE vlcaxrFua B PRE N PERTDAATED • I'D. P % PFI*ENAIFa 1 ' r� �" " - e i-s,auNE W W,m1r sr7KSEn sumAz to M I F I E W (2) CORED ' ` O
rvE-LESS WNNE`TxN 67 "O'N' F. ae IDWEwTE W cwExfo _ ". ".e smmT WTERN TrKESE 6mWAK - m PICKBARS v 1 F 1
Oif%rLF L. yL[1WD xw PpwiNw, NEaIImC.R. a•-ICEIENi M IbE 5i/i13➢1 0 LLI MmsapaE .wrAl GENERAL NOTES .• g " " ... N WEL maDEsa ,uo - xaEs
\ wglDREcnd iKrvd mm rrmc :••• m ADNEDATE ae N1WTONR a C. KNKrmIm AccolmTq TO 44W DaaE AT bz DFRECMK .Tn 1 1/8" (29mm) DIA BOSS L
Ex am p4VxM€ F.'9M. L LKE89 MCFtELY wbCA LTTN .. VCFRpIM, wu Mr RE > ram, Y.A+S ,QTINa ze NII➢AIIEN PfgMdrB.
.TES: \ Dorm AT rNs PKn wlo,'ro8om YI®•sE xm SwWNE Are nNwan. P.N.MBc GENERA NOTES Y
5lwWIC Mf WNIJ1F MO NET PM1EAI•v x /AtlmAWE NO \\ NM FETGMPATED Z. KW, SNAA RE RIED NON MOMaR M TNwILgLY TI ,"IED rD O
TH, DNAPzq m 1a .NNI ro {,�E srmmisES y dye RLo2 ro OAK, 011LET PPE IttPwN_e D 1 1/2"
d . w «KK ,rvwr & RPF m AmVx wvmt'"&RO 11 ,D NVLIrt a 'rwK cwPAc r,ca. v rRw, NUL x NI WIN mTEG rz wv Tmmrtr HAND TNPEb To 27 1/2• IOW
sTNcvE. DUTLEr PPE u• mow amzE caP,KmlEss. [36mm] W
3. NrLn PPE ERNE eECx rt TK ma W rIE mAVEL LK P•sEPmT «0 699mm + // eE+bECTtlN uj
NON -PERFORATED OUTLET PIPE I. K nAODT ON • ara PNNLu r° TIE SHwsu ONO L z N".13 s z. r"rLn m[ a L Kw AT THE EDGE L TK ruvEL LIIK PASExNT Nq [ ]
YKMIXE M DPW NEr m ro K Fa1D1E0 AND CQ611NLrm / S• wrE MPRDMX SLAT PAVEI[N! 7'
N ALLpgNO OP ITUET . TO
8T1. AN SSE"L Q T. 'n1NECllon DEwLI9LF, WIVE. sN DFORABLERR d A aMK PAROLEE TD TIE NMALEN SERA: E z M1.11 ITT 26 1/4` DR [178mm] z THE N,tRr sVPN] A8 DETNm KKd E To CFMSmT W A / B Par WTI a11m«ID STK,gTy 1, d OUN NO SUITE" YcnW[. wxFIE I K'•P➢SYE rD DMIINTE MDVC[ I I l I [667mm] 1 1 2" PtlIrLNID fF,ENr CgICPER YAI ctlFanNK TO CLASS M ON 1 sPQ WRET TKE W AE _ NRLra rW W WW9AND. TKi ME rD K L.I. SD AI o MNI w1. GY NE
E 3. ON OUND Mq N UM YClg16, w1ElE R m aPOSF TD mIPRMIY KNIVBf 26' DR / _
TIME C1v ELCEPi ixli �Sx W mA95E MDIEWTE wY g / i Y-: FSE ro T r N V MA , PLE,I W MNN%F5. -I gELfl9 FOR IMFIMNR ThEY YK TO Y L041ED SO AS T° mNl INTO ORCP y r
18 i0 N mNf}ER /M Cm515i M sigE BNMNN NYJt. I /I • _ r.V' WTI. Rpl WITH m- () SA [66DRIm] m] IN jdIllDN
NCxml CWCKIE d RMPiX CdLiETE KW7G M 9RE/CE Flffi,W 9NgiN «NL PK 161 ' D. W b'-D NETB ON wNIJIEE.
FNLL ON LEFT . TO N:M4 W ,INq IIWN[LYN. A. 1.: S d 9YRRLEVLTED SEC1p1� T,ENd E TD K LKEV dTIK P•YEMEA AREA
I mAR 8.14 w1FNN Tvl£ I
W TK CONES AdtlmDW E . K[Wx EgoSFD. ER ,r SVJmN %I NO M PSI NNN lD KI KMK '"m NTIR P7E d LM ffIX dL.. LNE'-0 ND. ]m Ib- KI. NPrq I. ON SIiQFIEVA. SEDI NE TKN]I E TO UNDER ENIEE IA'IDENT AREA ^ i/4" CBmm) DIA 3 1/6•
_ •.• mPKNI wm NTIEr PF8 d LD« sbE NLr. `) 24' DR NEOPRENE CASKET [79mm]
DEFT. OF "At,R . A8.. IEKON NE PN1 FINALE - • s NNEm nLNlld AT N7t£T Ew W oVrtET M4 TD £ A MWY W rV' AHNF f /�
PLWNES ON. E/CH KWR+[ W DnW NEf K ro ON 9W4➢ �- • KKPr 6Evwnd W RELOVW PIAIVII Wd OE $IgC1KE. b. xAF! ELEVATION AT DunEr ENS W DIREST [4E m BE A INMY W e-G' AB%'E O [BOB..] L./ A7 0
xrALLNLr TD KT m rK PNRGLM NET Mq OJILET OUTLET PPE dKt,.x6 mb1N5. N c, NIINN P•. LNiB ra Nnlr ePE M[ ,D N✓FM E{FVAIgp W RDIMq WKNKE qrW W ETKgTNE.
mN6wATIDX AM PLOW L]Em SECTION B-B ul
No SCEE K «KL TNCNEx DN., - S.. '� N`"o� TK sNE uuYNIK aT"fms'luix u TK amEr Pre. PLACEMENT OF CO-2 CH SLABS AT a EL i' THE I NNE N. wrEs ne., wmk PAr uIrs Ian DUREr Pre NE TD
NNK mTm AMamrq To Mn Da.o •* sz W*:fcnW BADGE APPROACH SLABS K W TTR SNE WINNs sTK»Ism a TK NEST PfE i•i-I --••-- 2grMnarriDA 5/e" [SB4 DR
PLAN a Dunn ert TO K KaNnr cgWEc,m TO rW-vd DrHEn Dnwx.a I I ] [1 gmm] W sTNLciIKE. T. awln are ro K :c,EEr mlrEc m To eWmW DrKR WNN•K
METHOD OF TREATMENT IN MANHOLES sTKmTME.
�yncar' mEDPwATIW 1pEgFC#1ION TNN VI DR zs^ Da
STANDARD METHOD OF SHAPING Wa D Nq RRDN s,MD ws STANDARD PAVEMENT EDGEDRAIN "�" STANDARD COMBINATION UNDERDRNN " aac STANDARD COMBINATION UNDERDRNN [3e DR 2V DIA W WM Ab 9104E BiANDMOP 14P [ ]
MANHOLE & INLET INVERTS Oa_IW EIA0 D e KY b0) (AT LOWER END OF CUTS) sL nW (AT GRADE SAGS AND BRIDGE APPROACHES) O.D. of GASKET cRoovE
, x[nwx DATE ERE ws vRKu DWmrKm W Txu9oxTATEn 7m m w roN DW.wrKxr W mwlsDerArax '°1 FI WN1NA KP/RnE1lT W rRN9gRrrtgtl FRAME SECTION N
qnN vaTONA DwuRlExr W mrs"mrATlwSme SECTION I..1_
ACSA GENERAL WATER & SEWER CONDITIONS (JUNE 27, 2019) P-, °"^ No PROJECTION OF PPE 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 N �ERE�A� a TW °TELL rW OT K IOU W Ill f L¥ N� z �emmD7p I� ]
N0. 6 GPLYMRLD BTEEL STEP ROAN rRNavm RT rN ENO)£EN. I 7"
OFFICIALS AT THE START OF THE WORK. y . H Y NFK,WER: = roND LN Wwq E - dwNq LN ' •m I17BI
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 f%I"w• W
r +«
FOR THE PURPOSE OF IMAGERY COLLECTION. K •°^NATEDULaq °° "'" "°° W "`" w
TYPICAL SECTION ° o LNvnDan FUNDING I-
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 7/10" m DIr LL co
THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. r N WqD x D ON q aN D KLgrf. IN. UND �- D]z'Nm7 DB'"ml 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 OAT � r P FOUNDATION SOFT, YIELDING, OR a o Ia°«°"a� [6eomm 1 1/2'
NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL FRAME SECTION 13/IB' [3Rmm] 0 O
5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. (2a m]
PIPE PROJECTION ABOVE GROUND LINE r (3,mN) IETEfs
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). N rPm® mb T{ O
It. NNu.D Nw.,a..
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 Y WUW7 oN" "r�.""°N'k♦�°«"4uII "S° W "" ION I Ry i7um�m VIDS,3� N
FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. w ' $ :u. "°"°° " "a °° ' _ S 2 i/6' 3[B7mm] I C57emv'1
N
45O YAttq ,b K Itr Cam "8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. KN Nq. KwaY r NoNgb KEx a ": ',[ - _ E 11/18' 13/W. R [d mill, aT/'^" I'I ,K rA¢ W ,� =c` CNR9Aq . = 'maw _ _ Dnk7m C39mm] 9/16" O.D. OF CKT GRJO'AE
9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. )N�� &umm rN�i WNONINLr vA ED _ ?:¢:_; =N N C 7mm] [Lamm] sBOTIONYILw 1/4" (.mmj DOA U
GVN T NEOPRiNE GASKET
TYPICAL0yECTrOUurx oK r rEvs wr nr N rum WTx t ONE L (I) TOOK I/1s x s/8 x 1 1/2
10- TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. MIT, MY
°"N°i KwN°D I pNLv�gl`mP INS» N.Vq D ppq Al R EB R P RA mR6105
. rwA[Ll or ruamwrt �N PSTwY aq'Nw.°wr pEs'R 1pWAVTN'oJD°Am �lM6r uw.vgD 1 D • IKiLrL°tl1"'LAL 'q' S01 NENq ' EiN.L - ��W (F�11CNBm,Rs Cs�T� - '1 1 fa ET BOTTOM
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 bmw� "W�uKe N}s°0"cimd "Ni a Nw Nq�,;, & "'" ] -II W
SAFE DRINKING WATER ACT). ir0� �;Y:I o" TY OPiE°rKn°mH. rws Y[°us`['"' NORMAL EARTH FOUNDATION FOUNDATION SOFT, YIELDING, OR 1 1/a, DSI DR B� CRm" [1]n .E3 DU. SruNl6s DOEE Roo �+.SO .... 10 00 $ W
W scx sr9s. ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PLAN VIEW O W
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 NEWS IN Nm NL K Ni.- " "M ERSVM k ERE cdDN q x D.N DwN, PICKBA88LOC QUG HO EDE AIL � _
Wpm sreu�ONNS
�Ar ror I.D. iD�aWwEATED gwNEm� "&�' ,1%:aw Nq KIaW ® NOTES: xoTEs y W w1 11 nu NruE a. (!)
ftli CEIEAN MTS ON PGC fEPdM..
COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION NN.NN D,CS m K T p<AED IN wtaw *s Nm °«MY . � TT1. LDb � � "1"l. STNHI D� RK w"n4E i u Euuv ELLDE9W FOR WATERTIGHT DOWNS DOWNSW`WI WILL BE CONSIDE AREAS
�BALT TO FLOODING SHALL HAW Wp D aT RAMS k WAR p� �RHal�s e n a
TM".I ImA bNSFIT. 7 JOB NO.
SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. ' « KKKWIN W RD E«m "n ' I mLTINUND YP "•LSKKnOs WG;9E' aNt & o ;K ;o d * r "'' ° ' 1 NV AR SMALL BE Fl fD o RANFS WITH DaONG WG OR MUMASSEMBLY. J �� l ^^
rlTm NuuNN cDArM fdfCMxO ,D FEDERLL W I . Pa£ n I T B•CI9u wriNN OY"ED a DwoxIIX: ro rME ) FF]SR LMCK We 1 1 ✓2 NEWIF,gx rt w NNTNOExDI wm I. RN W „< mb 9EWK.Tp6 s� KDWT,lN,`, FNn HLISIEN xlw TYPICAL WATERTIGHT *mm PNMrA m1e]3as
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 "° W°°` EMD rY m. N°Na n Asa e ° L. LOCK LUG ASSEMBLY
ALUMINUW B aN° IF. M'. MANHOLE FRAME & COVER
COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. """°K uT-S FIGS LE SCALE
9EWIUTd qAI�rr�
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 NDO Ng� Mmb NVD Nq RYq :»qNq£ 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. ICON•®-NNN W RNYWrNq Kwu DAE E SroD 1 9.°W I KYDD TE CIRC. PIPE BEDDING KAND BACKFILL -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
3.5'MIN.
FILL(TYP.j�
����
�TERLINE
565
565
3_8'
ED 8" SANITARY
:WER CROSSING
CULVERT
560
PROPOSED FIRE HYDRANT
560
ASSEMBLY WITH 8"x6" TEE
13
PROPOSED 8" 22.5 BEND
TIE-IN TO E:
PROPOSED
8" CL. 52 DI WATERLINE
lz" CIP WAT
ROPOSED
NOTE: WATER MAIN CROSSING BENEATH
SEE WATER
555
CULVERT SHALL BE INSULATED
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13+50 14+00 14+50 15+00
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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
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FILL (TYP.f/ ,
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ED FIRE HYDRANT
LY WITH 8"x6" TEE
'ROPOSED 8" SANITARY
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PROPOSED 8"x8" TEE
& (2) - 8" G.V. w
0
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PVI TA:14+64-74
j74 PVI ELEV: 54334
PVI STA:33+�II� K: 2.50
PVI ELEV: 545-44 VG 10.00
K: 26.og LOW P T. STA:14+64
LVC:13TSO LOW F T ELEV: 541.:
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PVI STA;14+34,74
PVI ELEV: 54334
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K: 2.50
ROPOSED
GRADE (TYP.)
LVC: io.00
OW PT. STA: i�+34-74
LOW PT ELEV: 54339
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PROPOSED
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ry M mm
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PROPOSED FIRE HYDRANT
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LV
:loo.00
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PVI STA:13+8.00
m
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PVI ELEV: 5462
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(2)- 8" G.V.
K: 26.35
56o
LVC: 235.0i
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555
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555
K: 26.o6
LVC: 253.00
PROPOSED VDOT STD. CD-1
PROPOSED
FIRE
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\
FIRE HYDRANT
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ET
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17+00 17+So
575
565
PVI STA: 16+07.24
PVI ELEV: 546.ig
K: 26.00
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56o
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XISTING
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SCOTT/R. C>7LLINS'Z
Lic. No. 0357911b
08/31/20�
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PROPOSED VDOT PROPOSED VDOT
STD. CD-z STD. CD-2
FIRE HYDRANTASSEMBLY
PROPOSED
WITH 8"x6"TEE
8"x8" CROSS & (4) - 8" G.V.
vi 5:2'
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PROPOSED TYPE
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16+00
16+50
17+00
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SWEDE STREET
v
m
PVI STA: 12+00.00
■
PVI ELEV: 566.12
K: 12.26
LVC: 5o.00
Cn
F VISIH:lo+l5.0o 00 0D °o o r
PVI ELEV: 558 74 nr-_
K: 2.So PVI S A; 11+10.0o N `. N co
LVC:10.00 PVI EkEV: 56o.64L�i Lu H. � PROPOSED GRADE (TYP.) co
LOW PT. STA: io+iS.00 z8.1g m w
570 LOW PT ELEV:5S8.79 L :11 .00 m > 570 N 7
$ °o m o m o PROPOSED VDOT STD. CD-uj
1 Z 000 z
n m ^ FILL (TYP.) \ ' a
O W N 00 _ -_ -
o o +^ + y - PROPOSED SANITARY SEWER 1 J
H vL�i v �, � EXISTING GRADE (TYP.): SERVICE LATERAL CROSSING NO
v m v ^ >
565 u m w v m v 5' MI 565 Cn
m w w
mi PROPOSED8"x8"TEE w N
& (2) - 8" G.V. 0
/ 6.08/o PROPOSED 8" 45° BEND
1 2' 1.g' TO WOODBURN ROAD i W
560 2 00%� / WATERLINE CONNECTION 56o LLI �+ J
° L/� __J LL
°
PROPOSED VDOT STD. CD-2 o PROPOSED VDOT PROPOSED 8" SANITARY
19 SEWER CROSSING Q O
PROPOSED 8"x8" TEE / STD. CD-1 > 7
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555 2' STA. 11+81- INTERSECTION W/ EMPIRE STREET 5» � W
Lu
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O PROPOSED SANITARY SEWERLn J J
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550 SERVICE LATERAL CROSSINGS
° M 3 550 _ ® W
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00 6 00 6
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9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 Ul CIO0
MARSAC STREET w O 0
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VERTICAL GRAPHIC SCALE
5 & 2.5 5 10
J � w
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( 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.
2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L.
3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM
SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L &
SANITARY SEWER MUST BE PROVIDED.
w
o
w
o_
m
JOB NO.
182152
SCALE
111 _ Sol
SHEET NO.
11
D30
NOTE: CONTRACTOR SHALL TEST DIG THE EXISTING RWSA 12" CIP
WATERLINE TO CONFIRM DEPTH PRIOR TO INSTALLING SANITARY
SEWER MAIN TO ENSURE ADEQUATE SEPARATION IS ACHIEVED.
MH-5
MH-6
STA:io+85.8o
RIM:524.00
INV IN. 511.37 FROM MH-7
INV OUT. 511.17TO MH-5 530
R I M:526.00
M H-7
INV IN. 510.78 FROM MH-6
STA:1i+63.66
INV OUT. 5io.58 TO MH-4
RIM:523-75
INV IN. 512.03 FROI
Jar;
INV OUT. 511.83 TC
I
EXISTING RWSA
WATERLINE CROSSING
12" CIP
\
0
S20
MH-3
MH-4
PROPOSED
GRADE
(TYF
STA:S+gg-og
STA:8+17.93
NOTE:
CONTRACTOR
SHALL TEST
DIG
THE EXISTING
RWSA
3o"
DIP
NOTE: CONTRACTOR
SHALL
TEST DIG THE EXISTING
RWSA
12" CIP RIM:513.17
INV IN. 5o4.zo FROM MH-4
RIM:512.42
WATERLINE
TO CONFIRM
DEPTH
PRIOR
TO INSTALLING
SANITARY
EXISTING
RWSi
WATERLINE TO
CONFIRM DEPTH
PRIOR TO INSTALLING
SANITARY
INV OUT. 504.0o TO MH-z
INV IN. 507.87 FROM MH-5
SEWER
MAIN TO
ENSURE ADEQUATE
SEPARATION
IS ACHIEVED.
WATERLI
R
51S
SEWER MAIN
TO ENSURE ADEQUATE
SEPARATION
IS ACHIEVED.
INV OUT. 507.67 TO MH-3
5�5
1.5' MIN,
4
51O
8„
DIP
Sso
62.76 LF
Qa o.620
EXISTING
RWSA 12" CIP
g" DIP
WATERLINE
CROSSING
i97,y2LF
C 1.37%
8" DIP
7185 LF
o.62%
SOS
8„ S)LF
2i4.83
�PV6
EXISTING
GRADE (TYP.
1.7,
BORE & JACK
PER ACSA STANDARDS
45
LF OF 24"
STEEL CASING
PIPE (o.5o"
MIN WALL THICKNESS)
W/ 8"
RESTRAINED JOINT
D.I. CARRIER
PIPE.
Soo
/
500
495
495
EX MH-HRVSTMN-i-i
STA:o+oo.00
RIM:482.71
MH-z
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490
INV IN. 477.01 FROM MH-1
EX. INV OUT.
STA:2+16.99
R' 6�
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490
476.81
RIM:482.83
$
VF
INV IN. 478.62 FROM MH-3
31b
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MH-1
INV OUT. 478.42 TO MH-1
STA:o+69.12
RIM-48z'75
1.55
INV IN.477.62 FROM MH-2
INV OUT. 477.42 TO EX MH-HrvstMn-i-1
485
48o
O EXISTING 3.5'
MIN.
480
LSANITARYSEWER
OLE
8" SDR-26 PVC
8" SDR-26 PVC 143-87 LF @ o•56%
475
65.12 LF t?a o-630A
475
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4+50 5+00 5+50 6+oo 6+5o 7+00 7+50 8+oo 8+5o 9+00
MH-7 - EX MH-HRVSTMN-i-i
ACSA GENERAL WATER & SEWER CONDITIONS
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.
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.
ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER
CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA.
DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001).
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.
ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF
THE LINE.
TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
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).
9+50 10+00 10+50 11+00 11+50
0 MH-8
1 MH-6
i3o" DIP
OSSING
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
( IN FEET )
I inch = 50 it.
200
z
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k
SCOTT/R. (17LLINS'Z
Lic. No. 0357911b
08/31/20�
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U)
LJJ
H
H
O
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Q
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Lu
Lu
Lu
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H
Lu
ran
V
0
N
w
1
Lu
LJ_
O
r
a
Lu
LLJ
Ln
Q
z
0 w
a Ln
JOB NO.
182152
SCALE
1'1 _ 5Q1
12
S70
565
56o
555
M H-16
550 STA:o+71.84
RIM:544.00
INV IN. 531-45 FROM MH-17
INV OUT.531.z5TO 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 � 4
DI
20SSING
535
530
i
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-19 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
150 o°I°
CP �6b
00
1vp.
575
MH-24
MH-23
M H-22
STA:8+o5. z1
STA:9+29.53
MH-z1
STA:6+94.67
RIM:56g.67
RIM:571.17
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. 559.17TO MH-20
r
_
PROPOSED 8" DI
-
WATERLINE CROSSING
PROPOSED 8" DI
WATERLINE CROSSING11
56S
8" SDR-26 PVC
1zo.3z LF @ 0.%0
8" SDR-z6 PVC 81560
106.55 LF @ 0.99%
ED GRADE (TYP.
8" SDR-26 PVC
46•59 LF @a 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 @ i-4710
L8"SDR-z6PVC
VERTICAL GRAPHIC SCALE
88.67
89.46
LF Qa 0.70%
545
s o Zs s 10
MH-24 - MH-11
( W FEET )
I inch = 5 fl.
541�
HORIZONTAL GRAPHIC, SCALE
00
00
o
o
00 o
a
co m
V1
a
l0
lD
0 l0
M 00
l0
10 00
to
00
0 t0
^
w
�0
W l0
00 l0
d,
D w
Ol
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
9+5o
IN FEET )
I. inch = 50. fL
570
525
r�
\\_8" SDR-26 PVC
67.84 LF Qa 7.08%
� It
Ny CO
00 m
N m
o 00
CO
N a
l!1
l!1
l!1
Lf1
Ln Ll1
1XI l.Il
Ln
1XI l!'1
0+00 0+5o 1+00 1+5o 2+00 2+50 3+00 3+50
INV IN. 512
INV OUT.
565
550
MH-8
STA:1+00.45
�RIM:533,00
INV IN. 519.78 FROM MH-9
535
INV OUT. 5i9.58TO MH-7
/ � I
MH-7 / \
STA:o+oo.00
RIM-523.75
03 FROM MH-8
;11.83 TO MH-6
525
520
5io
PROPOSED GRADE
8" SDR-26 PVC
137-45 LF @ 0.520A
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. 548.00 TO MH-22
-
STA:S 36 86
RIM:548'75
SOR 26P3 a
Lk
INV IN. 541.2o FROM MH-13
1o56'I
INV OUT. 541.00 TO MH-11
EXISTING GRADE
(TYP.)
v699I`o°)°
a 1��
M
8" PROPOSED DI
0-11
STA: 3
WATEIRLINE CROSSING
RIM: 539 0o
INV IN. FROM MH-16
C
6Qd
526.45
�INVIN.5z6.45FROM MH-1z
pSo�o
INV OUT. TO MH-10
526.25
I
29 g 66V
(bw
MH-io
STA:3+67-39
1.5'
RIM:533.00
INV IN. 524.7o FROM MH-11 z5
OUT. 524.5o TO MH-g
5-12INV
5. z'
o\�
MH-9
STA:2+41.89
by
4.1'
RIM:526.5o
4,
INV
IN. 520.7o FROM MH-io
ro
INV
OUT. 520.5oT0 MH-8
0v
N
y6PVC
9SO?.�6.63%
5
pvc MH-15 - MH-7
8" SDRF Qa 3.
12i5°
lD M N T O1 O O1 M M �T ,y N m Ln m M Ol O N 'i M .t N r' rl N
1!1 0 O O N M 00 H � H N �0 00 Ln lD W 07
00 00 lD ,j 00 dt CO O ^ l0 '6 `i ^ Vl ';i l0 00 ,.j 0) N lD n; 00 Lh O00
M t!1 r!
N N M M M m M N M N N N M N �T m ,' m � 't t/1Ln
Vl lD lD
L
Ln
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+oo 6+5o 7+00 7+50 8+oo
565
56o
61.1.E
550
545
540
535
530
525
520
515
5io
CZ
SCOTT R. LLINS
Lic. No. 0357911b
08/31/20�
F
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JOB NO.
182152
SCALE
111 = Sol
SHEET NO.
13
0
0
0
0
a
a
D
d
0
c
0
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
Co m
J M
0
m L° p O
O N M
p m p m Ln m
AAwo
o CO
565
Ln o F N > 565
W
O M Ln O
Li N It Lfl
EXISTING > nF ll Z
m (TYP.) m �z z Z p y
OGRADE
0 m
FCL z
d
o Mo
Ln F z z z 60
56o
m
5
00
-° 0
o
m N
°m_
o
00�L
O O
Ln
o
n rO L^F
ROPOSED GRADE (TYP.)
FO
° o
^.' L Z. O
555
p
>
M N m n
� L F-
o li >>
vF, z z
555
00
�zZ0
STR:26 VDOT STD. DI-3B (L=6')
U U0 m
F z z z
Rc 6
TP=543.83
m
e m �
1'iQ�53
INV IN: 536-35 TO 28
o
M M N°
W1
INV OUT: 536.25 TO 8
-O O O o
55 550
Ln-FFFN
O LLr 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
Ln F z ? z z
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
� 5
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%
L530 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 LD 'tO 0l
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 l
0
STR:18 VDOT STD. DI-3B (L-i2') > Lo � 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:1y 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
Aio
54633 TO 12 1.0'
iSTR:1z VDB (L=6') TP=548.28INV IN: 54iPROPOSED 8" DIRCP°INV IN: 54iWATERLINE CROSSING30.z3 LF Cal 1.06/0INV IN: 5434 _ Ryg555
INV OUT:5f i51i2 F�6
/ I � Z
/ J
535.5
INV OUT: 529.67T0
6
/00
STR:6 VDOT
STD. DI-3B (L=io')
PROPOSED
6" DI
TP=534.25
WATERLINE
CROSSING
INV IN: 5z8.58 TO
8
INV
OUT: 523.5o TO
4
000
R
1
ia°
I
�F
1.3'
1z0.58
STR:4 VDOT STD. DI-3B (L=8')
TP=527.58
CONTRACTOR SHALL INSTALL
A
INV IN: 52z.z5 TO 6
W THICK STEEL PLATE AT THE
INV IN: 5zo.z7 TO 4B
BOTTOM OF THE STRUCTURE
INV OUT: 520.17 TO 2
18" RCP
STR:z VDOT STD. MH
54.69 LF Cal 2.14%
TP=526.O
1.0' CONTRACTOR (SHALL INSTALL A
INV IN: 519.5z TO 4 4
%" THICK STEEL PLATE AT E
INV OUT: 519.yz TO /
BOTTOM OF THE STRUCTURE
PROPOSED 8' SANITARY
SEWER CROSSING
\
24" RCP
i
62.15 LF @a 1.75%
L
CONTRACTOR
SHALL INSTALL A
%"
THICK STEEL PLATE AT THE
BOTTOM
OFTHE STRUCTURE
30" RCP
24 RI
P
30 RCP
9�-33 LF @
°
o.71/0
76.74
LF Cal 1.63%
65.7o LF Cal 0.64%
Vl
W n
n
W Jl
I�
N
W 00 1.
lH
ul
V1
Ln
Ln
Ln
L�f1
Ln
Ln
9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00
D
°D
11
EXISTING GRADE (TYP.)
zw
m
LL
m
m N n
O
�
p
p } O
STR:16 VDOT STD. DI-3B (L=6')
o
N 0
o
TP=5S9.83
F
0 0 0
Ln 0
IN: 552.77 TO 22
°INV
No` ,
O
INV IN:552.77 TO 18
O -o n^--0
p
"' rt
_> oo �:
INV IN: 55633 TO ROOF6
>
O1 Ln LLnF-
It �
INV OUT: 552.67TO14
n
�z zp
Ln- 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
Ln
m
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
zs
O't
LnN
W
W 00
mm
L!1
N
Ln L(1
H
W
Ln
(�
13+50 14+00
14+50 15+00
15+50
STR-2o TO OUTFACE
J
m N
m
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 z 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
LLnll
Ln
L�fl
Ltl
1
u1
Ln
16+oo i6+So 17+00 17+So 18+oo 18+So
555
555
EXISTING GRADE (TYP.)
U
T
p o
TRao VDOT STD. DI-3B (L=6')
p 0
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
o a 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 2.59%
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
11
EXISTING GRADE (TYP.)
°m Li
535
0 -0 0 535
o o_
Ln
Oo^ ON
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
C\Z
SCOTT R. LLINSZ
Lic. No. 0357911b
n 08/31/20 �
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z
o
2:
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N
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z
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a 0
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a_
z <j W
U O Q
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N
F
I W
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JOB NO.
182152
SCALE
1LL _ 501
SHEET NO.
14
oo
II
_
00
J
00
II
J
mJ
Co
m
p M
EXISTING GRADE (TYP.
Ei m
v~
555
OF 555
m
p � a0
g X N
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 m
STR:34 VDOT STD. DI (L=6')
_0
~O H
o m �D kD
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
> o ^ 525
o
c`
INVIN:541.10T03o6
v-O
a»
INV IN: 552-35 TO 36
m �0
u,--O
II
4Z
°N° o-�
M
_
o
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
?
o N
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
p 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-30
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 N
�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 )
1. 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 �
t]
71
Ci a a0
H OO~
p
o m
rn P N
N
It
~O n n
�0
5�5 Ln O u
0 o w� L
o o F 525
STR:38 VDOTSTD. MH-� -� N
o
n N `" `n:-> N
TP=519.92
v K- O
u O
M
INV IN:514.ioTO38B m 0 ��
a z- Z Z
~
H 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
001 lD !^Y1
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
W O
00
Ln
0+00 0+50 1+00 1+50
CULVERT
2+00 2+50
t
SCOTT/R. (17LLINS'Z
Lic. No. 0357911b
08/31/20�
P
z
w
g
0
w
D
z
�
LU
LU
'w
LL
z
n
z
8" DI
Z
0
Z
a
O�ZQ
U
Li
11�
M
LU
tJ
zG
H
0
2:
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0
0
W
U
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LU
F
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m
J
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w
a
W
LU
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
Co
O M
Lu
/Ln
- m
00
530
/Q
�o
H-
OO,
a
o
2 0
to In
� mH
N
0 n ^N
!? �o
525
0 0 Ln
> m ; � �
a Ln Z
II >
LACL
F- z
525
00
N F- Z Z Z
520
520
S15
RCP
515
99
24
LF 1.99"
y18
510
510
o
M
k r`
m
�O
01 N
L
V1 m
Ln
o
0+00 0+50 1+00
SWM - STR-48
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Lu O O
Q 00 \
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C''')
0'7
N
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L9I- LL. 0
H
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00
N
W
0 w
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a
JOB NO.
182152
SCALE
1= 50�
SHEET NO.
15
4 own
SCOTT R: LLINS
U Lic. No. 035791 b
08/31/20
SSIONAL ECG
YD sw
CULVERI
\ PROPOSED PRIVATE YARD LOT 6 ` - y / V \ ��7%
- & ROOF DRAIN SYSTEM m
�
- - w
- - A LO S �., / - A \ V 0
PROPOSED DRAINAGE \
s POSE DRA V \ LU
U
LOT i ♦ s
_ / R
I \ U
4 - , \ � ♦, YD-18 4 /may U�, m
,
S
-- "-PROPOSED DRAINAGE DIVIDE (TYP.) ♦
- --
\ LOT 7LU
v �A
--- YD_7 .�,� r/ \ , LOT8�` \ \� \ - _ la z
` �a a
\ \ y 5 YD-17 ssz z_
YD 16 / V \
---"�
�. YD 15 �
5 - y` ROPOSEDPRIVATE YAR FBI N � 3
- - YD 6 % LO 3 - S ♦ � , � LOT g ♦ 6 o
& ROOF DRAIN SYSTEM
41#♦ \ �- I4
♦� OTio%� / YD i4 « / S o
--
-- 1 �` ♦ :� \V LU
- - - 1 ♦LOT ♦ T� a
- - - - - � LOT 1z �
w
LO ice♦ . SOT�3 LOT24 LOT ir, z
LU
LOT 17 *� � YD-�3 ♦ 4 co
1 ♦ LOT % ♦ y S, _ � ♦ a
ov
mowoft Fft aft
\ -- __-
DRAINAGE DESCRIPTIONS
PIPE INFORMATION
INLET INFORMATION
STR. NO.
DIA.
(in.)
LENGTH'
(ft.)
SLOPE
(%)
INVERT
IN
INVERT
OUT
MATERIAL
INLET TYPE
Curb
Type
SLOT
LENGTH
RIM
ELEVATION
20
DI-38
CG-6
10
566.63
19
15
30.23
1.06%
559.67
559.35
RCP
18
DI-38
CG-6
12
566.33
17
15
151.22
4.29%
559.25
552.77
RCP
16
DI-38
CG-6
6
559.83
15
15
86.44
3.38%
552.67
549.75
RCP
14
DI-38
CG-6
8
556.84
13
15
122.34
4.15%
546.33
541.25
RCP
12
DI-3B
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
528.58
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-8
0
526.00
1
30
65.70
0.64%
519.42
519.00
RCP
4B
DI-38
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
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
1.63%
554.00
553.10
RCP
22
DI-38
CG-6
8
559.92
21
15
28.73
0.80%
553.00
552.77
RCP
36
DI-3B
CG-6
8
561.08
35
15
55.41
5.38%
555.33
552.35
RCP
34
DI3B
CG-6
6
558.17
33
15
99.78
5.16%
551.25
546.10
RCP
32
DI-38
CG-6
8
552.00
31
15
54.30
5.52%
546.00
543.00
RCP
30
DI38
CG-6
6
548.33
29
15
46.01
3.26%
541.00
539.50
RCP
28
DI3C
CG-6
8
544.00
27
15
28.05
2.92%
537.17
536.35
RCP
26
DI-3B
CG-6
6
543.83
25
15
25.56
2.93%
1 536.25
535.50
1 RCP
28B
DI-38
CG-6
6
545.33
28A
15
50.81
1.97%
539.00
538.00
RCP
30B
DI3B
CG-6
8
548.50
30A
15
27.75
1.44%
541,50
541.10
RCP
34B
DI-3B
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
DI-38
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
8
519.83
38A
15
15.60
0.96%
514.25
514.10
RCP
38
MH
CG-6
0
519.92
37
24
117.50
2.23%
514.00
511.30
RCP
50
DI-36
CG-6
6
520.17
49
15
18.82
1.97%
514.92
514.55
RCP
48
DI-1
CG-6
0
519.50
47
24
17.06
2.05%
514.45
514.10
RCP
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
LU
s YD-y 1 ♦ - LOT 18
-- � - � � �'• � z � YD 1z ,
- \ ♦ ' Y,` 1 n LOT iA
`- F,MPIRE STREET �� r� LAf
III
Structure!
Area
Cw
t°
(Acres)
Wia.)
2
0.00
0.90
5.0
4
0.09
0.65
5.0
4B
0.15
0.55
6.0
6
0.11
0.75
5.0
8
0.00
0.90
5.0
10
0.12
0.70
6.0
10B
0.18
0.50
6.0
12
0.16
0.70
6.0
12B
0.33
0.65
6.0
14
0.14
0.65
6.0
16
0.12
0.70
5.0
18
0.42
0.70
6.0
20
0.35
0.70
6.0
22
0.18
0.70
6.0
24
0.04
0.60
5.0
26
0.05
0.75
5.0
28
0.11
0.70
5.0
28B
0.03
0.60
5.0
30
0.07
0.70
6.0
30B
0.09
0.70
5.0
32
0.15
0.60
6.0
34
0.07
0.70
6.0
34B
0.12
0.75
6.0
36
0.22
0.55
6.0
38
0.00
0.90
5.0
38B
0.06
0.85
5.0
40
0.15
0.70
6.0
42
0.14
0.65
5.0
44
0.35
0.35
11.0
46
0.00
0.90
5.0
48
0.11
0.30
6.0
50
0.10
0.60
6.0
SWM
0.01
0.90
5.0
42B
0.79
0.60
10.0
ROOFI
0.16
0.90
5.0
ROOF2
0.06
0.90
5.0
ROOF3
0.09
0.90
5.0
ROOF4
0.09
0.90
5.0
ROOF5
0.09
0.90
5.0
ROOF6
0.09
0.90
5.0
ROOF7
0.14
0.90
5.0
ROOF8
0.16
0.90
5.0
ROOF9
0.13
0.90
5.0
ROOF10
0.14
0.90
5.0
ROOFl1
0.12
0.90
5.0
YD-1
0.27
0.30
9.0
YD-2
0.14
0.50
6.0
YD-3
0.17
0.50
6.0
YD-4
0.15
0.30
6.0
YD-5
0.13
0.50
5.0
YD-6
0.03
0.30
6.0
YD-7
0.05
0.30
-
YD-8
0.03
0.55
6.0
YD-9
0.09
0.50
6.0
YD-10
0.00
0.90
5.0
YD-11
0.08
0.50
6.0
YD-12
0.16
0.45
6.0
YD-13
0.07
0.45
6.0
YD-14
0.11
0.45
6.0
YD-15
0.10
0.50
6.0
YD-16
0.05
0.50
6.0
YD-17
0.09
0.55
6.0
YD-18
0.04
0.75
6.0
YD-19
0.17
0.45
6.0
YD-20
0.08
0.40
6.0
YD-21
0.07
0.50
6.0
YD-22
0.04
0.50
6.0
CULVERT
0.56
0.45
13.0
YD-23
0.01
0.30
5.0
YD-24
0.07
0.30
5.0
YD-25
0.04
0.30
5.0
YD-26
0.03
0.30
5.0
YD-27
0.02
0.30
5.0
_ - OT � _ 00
L- -ap co .�
- LOT ��, 1� -,' ♦♦ \ V' \ > v m S
1 ♦�� _ �_� _ �_ ` 346 ♦� ♦ ♦ �
1 1 L T 6 1 1♦v�� OT zz� ♦ YD-11 v /
4 \
z. ♦.
LOT o s
1 I PROPOSED PRIVATE M
3
1
1� It I L9
L T45 ROOF DRAIN SYSTEM ��V • A,, 5 30 / \ ♦ A �`V
LOT 49 �'I �" i 1 A �1♦ A \
LO 44 I I - PROPOSED YARD DRAIN ♦ ' �z$ _ -
I � 22 I I � 1 1 I • � � � ♦ z z86 i _ 0')
N
PROPOSED 1o' PRIVATE s ,.I .y. ♦ _ ♦j 7
DRAINAGE EASEMENT , LOT I ♦ i6- r _.: YD 1 ,♦ _ C� Z
PROPOSED PRIVATE YARD , 1 \ 4 1 i ROOFz 1z6 1oB 3oB
A
& ROOF DRAIN SYSTEM
LOT471 C:)
LU
i
_� - az
-
•.• s3
L T z5
- -
I
Ld
1 \ J
OT 26
F I �f
� \ PROPOSED PRIVATE YARD 1 1
LOT31 � � I O W
r 1 ROOF DRAIN SYSTEM
\ 11 OT z7 J
L YD-zo OT -
3
\ \ o x,1
LOT � 1
� 3 1
1 _ �
\ \ � �► � � � � � � � '� I � � � LOT 37 LOT 36 LOT 35 3 YD-z7 it 1 M ; � Q
\
_ 1 3 LAST 42 LT Ly1 OLOT qo LOT 39 LOT 38 = U
YD-z � 'I � �
\ \ \ TTT L I5z + L T z8 1 I \ `i o <
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7 surx, ' - s -s ss3a sarw 4e. rw swTw - I L T 2g 1 - --- w
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1
1
YD-z6
i
S 4 YD 2 �53 - /�4 �A 0
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_ ce
PROPOSED PRIVATE YARD �� j �`• - - `� W
& ROOF DRAIN SYSTEM - ♦ 44 1
_ � Q
♦ �♦
- �� e -
-- -
PROPOSED DRAINAGE DIVIDE (TYP.) - - ,♦ • �' ` I.' 1 �. z - P , ~
_ �♦ w
\ ♦1
I
1
J w
♦ z♦ SCO
WM
:. .
38B
4D _fl- 2t1 500.
1 _
428 1 i 48 �z
\ I - R - -
/ RA E 1403
- - S
TATE
U
w
a �
JOB NO.
182152
SCALE
1tt _ 40'
SHEET NO.
16
PIPE DESIGN
n = 0.013
Rpe
Hydrology
Pipe
d
r
�
N
m
u
�
C
W
m � ti � w
`m o c � o
E tQ O � U
o � E m m c 10
❑ d m w � m c �_
U Q Q U
Q `� U U U H - O (i
3= o m � ^° E o o E
> > E w ❑ � j ~ E
� � J c V) ❑ LL > LL D_
Rpe run: STR-20 - SVMA Basin
20
18
0.35
0.70
0.245
0.245
6.00
6.35
1.56
1.56
559.67
559.35
30.2
0.013
0.0106
15
6.65
4.36
0.12
18
16
0.42
0.70
0.294
0.539
6.12
6.32
1.86
3.40
559.25
552.77
151.2
0.013
0.0429
15
13.38
9.05
0.28
16
14
0.12
0.70
0.084
1.124
6.39
6.24
0.52
7.01
552.67
549.75
86.4
0.013
0.0338
15
11.88
10.06
0.14
14
12
0.14
0.65
0.091
1.215
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
120.E
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
2
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
30
34.56
7.16
0.21
2
OUr
0.00
0.90
0.000
3.157
7.47
5.95
0.00
18.94
519.42
519.00
65.7
0.013
0.0064
30
32.81
6.90
0.16
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
10B
10
0.18
0.50
0.090
0.090
6.00
6.35
0.57
0.57
537.50
536.75
29.0
0.013
0.0259
15
10.40
4.38
0.11
Rpe run: STR-72B- STR-12
12B
12
0.33
0.65
0.215
0.215
6.00
6.35
1.36
1.36
541.40
541.00
34.1
0.013
0.0117
15
6.99
4.34
0.13
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
16
0.18
0.70
0.126
0.501
6.00
6.35
0.80
3.18
553.00
552.77
28.7
0.013
0.0080
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
32
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
30
0.15
0.60
0.090
0.350
6.37
6.24
0.56
2.18
546.00
543.00
54.3
0.013
0.0552
15
15.18
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
8
0.05
0.75
0.038
1.023
6.62
6.17
Q23
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
288
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
40
38B
0.15
0.70
0.105
0.793
11.35
5.11
0.54
4.05
515.92
514.35
48.7
0.013
0.0323
15
11.61
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
OIJr
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
Design Storm Year = 10 S �`H 0
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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
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INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE)
Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth)
Mannings Coefficient, n is 0.013
Inlet
Hydrology
Curb and Gutter
Inlet
n c � �
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4
3B
8.0
0.09
0.65
0.059
0.23
0.00
0.23
0.0726
0.0200
2.0
0.0833
4.1650
2.67
0.99
3:5192
0.1466
0.1652
5.53
1.45
1.00
0.23
0.00
4B
3B
8,0
0.15
0.55
0.083
0.33
0.00
0.33
0.0726
0.0200
2.0
0.0833
4.1650
3.03
0.99
3.5192
0.1466
0.1652
6.38
1.25
1.00
0.33
0.00
6
3B
10.0
0.11
0.75
0.083
0.33
0.00
0.33
0.0996
0.0200
2.0
0.0833
4.1650
2.86
0.99
3.5192
0.1466
0.1652
7.02
1.42
1.00
0.33
0.00
10
3B
6.0
0.12
0.70
0.084
0.34
0.01
0.34
0.0200
0,0200
2.0
0.0833
4.1650
3.91
0.95
3.5192
0.1466
0.1593
4.50
1.33
1.00
0.34
0.00
12
36
6.0
0.16
0.70
0.112
0.45
0.00
0.45
0.0505
0.0200
2.0
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
D.1466
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
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c
i0 U m C
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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
Hyd
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
Hydr09 ology
Curb and Gutter
Inlet
a
�
c
a
rn
of
m
n
C
ry
m
N
U
C
Vl
t
'�
U
a
m
C
1A
L
j°
Y
d
�
w
O
Y
p`
�
c �
w
m
w
tq
w
E
�
p
Q
�
d
U O O
O
y«
rn
�
rn
rn
1-
vIY
left
0.05
0.50
0.025
0.16
0.00
0.16
0.0200
0.0200
2.0
0.0833
4.1650
2.96
right
0.13
0.50
0.065
0.42
0.00
0.42
0.0200
0.0200
2.0
0.0833
4.1650
4.24
10B
3C
8.0
combined flow
0.6
0.06
0.171
3.92
left
0.06
0.70
0.042
0.27
0.00
0.27
0:0200
0.0200
2.0
0.0833
4.1650
3.80
right
0.05
0.70
0.035
0.23
0.00
0.23
0.0200
0.0200
2.0
0.0833
4.1650
3.36
28
3C
8.0
combined flow
0.5
0.07
0.154
3.53
left
0.03
0.85
0.026
0.17
0.00
0.17
0.0200
0.0200
2.0
0.0833
4.1650
2.98
right
0.03
0.85
0.026
0.17
0.00
0.17
0.0200
0.0200
2.0
0.0833
4.1650
2.98
38B
3C
8.0
combined flow
0.3
0.05
0.117
2.68
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" Nyloplast 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
0.05
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
YD-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" Nyloplast Yard Inlet
0.43
11.19
0.08
0.50
4.00
0.160
0.34
WEIR FLOW
YD-11
12" Nyloplast 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 Yard Inlet - 50% clogged
0.22
5.60
0.09
0.55
6.50
0.322
0.95
WEIR FLOW
YD-18
12" Nyloplast Yard Inlet
0.43
11.19
0.04
0.75
4.00
0.120
0.25
WEIR FLOW
YI} 18
12" Nybplast Yazd Inlet
0.43
11.19
0.04
0.75
6.50
0.195
0.34
WEIR FLOW
YI} 18
12" Nyloplast Yazd Inlet - 50% clogged
0.22
5.60
0.04
0.75
4.00
0.120
039
WEIR FLOW
YD-18
12" Nyloplast Yard Inlet - 50% clogged
0.22
5.60
0.04
0.75
6.50
0.195
0.55
WEIR FLO W
YD-19
12" Nyloplast Yazd Inlet
0.43
11.19
p.17
0.45
4.00
0.306
0.39
WEIR FLOW
YD-19
12" Nyloplast Yard Inlet
0.43
11.19
0.17
0.45
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YI} 19
12" Nyloplast Yard Inlet - 50% clogged
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0.22
5.60
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0.45
6.50
0.497
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WEIR FLOW
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0.128
0.28
WEIR FLOW
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5.60
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4.00
0.128
0.45
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YD-20
12" Nyloplast Yazd Inlet - 50% clogged
0.22
5.60
0.08
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6.50
0.208
0.62
WEIR FLOW
YD-21
12" Nyloplast Yard LJet
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11.19
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4.00
0.140
0.52
WEIR FLOW
Y0.21
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0.43
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0.43
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6.50
0.130
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0.43
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PLANT
LIST
SYMBOLI
BOTANICALNAME
COMMON NAME
SIZE
CANOPY
STREET TREE QUANTITY
SITE QUANTITY
ITOTALCANOPY
CANOPY TREES
AR
ACER RUBRUM OCTOBER GLORY
OCTOBER GLORY RED MAPLE
1-1/2" cal.
397
17
6749
AS
ACER SACCHARUM GREEN MOUNTAIN
GREEN MOUNTAIN SUGAR MAPLE
1-1/2" cal.
195
7
1365
ASL
LEGARY SUGAR MAPLE
ACER SACCHARUM TEGACY'
1-1/2" cal.
195
16
3120
BN
BETULA NIGRA
RIVER BIRCH
10-12' ht.
397
18
7146
GB
GINKGO BILOBA TRINCETON SENTRY'
PRINCENTON SENTRY GINKGO
1-1/2" cal.
14
3
42
LSR
LIQUIDAMBARSTYRACIFLUA
ROTUNDILOBA AMERICAN SWEETGUM
1-1/2" cal.
206
11
2266
QB
QUERCUS BICOLOR
SWAMP WHITE OAK
1-1/2" cal.
299
4
1196
QC
QUERCUS COCCINEA
SCARLET OAK
1-1/2" cal.
370
9
3330
QP
QUERCUS PHELLOS
WILLOW OAK
1-1/2" cal.
370
23
8510
QS
QUERCUS SHUMARDII
SHUMARD OAK
1-1/2" cal.
329
29
9541
UAP
PRINCETON ELM
JULMUSAMERICANA TRINCETON'
1 1-1/2" cal.
1 397
1 14
1
1 5558
UPA
ULMUS PARVIFOLIA
JALLEE ELM
1 1-1/2" cal.
1 366
1
1 2
1 732
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
SWEETBAY 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
1
8
352
PS
PINUSSTROBUS
JEASTERN WHITE PINE
I 4-5'ht.
1 118
1
22
2596
JV
JUNIPERLISVIRGIN IANA
EASTERN RED CEDAR
4-5'ht.
16
1
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
55
8470
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
BURKWOOD VIBURNUM
30" min
22
55
1210
VP
IVIBURNUMXPRAGENSE
PRAGUEVIBURNU
4-5'ht
36
13
468
i
DOUBLE STRAND #22 GAUGE WIRE
WITH RUBBER HOSE & TURNBUCKLES
2"x2" HARDWOOD STAKE
CUT & REMOVE BURLAP FROM TOP
2/3 OF BALL AS SHOWN
SCARIFY SUBSOIL TO 4" MIN. DEPTH
MULCH SAUCER
FINISHED GRADE
TREES UP TO 4" CAL. SHALL BE STAKED.
TREES 4" CAL. OR LARGER SHALL BE
GUYED WITH 3 EQUALLY SPACED
TWISTED, #22 GAUGE WIRE WITH HOSE
AND TURNBUCKLES. LOOP HOSE
AROUND TRUNK ABOVE BRANCHES
AS SHOWN, FLAG WIRES WITH
COURVEY TAPE. REFER TO SPECS
FOR ADDITIONAL INFORMATION.
AMENDED:SOIL MIX
COMPACTED SUBGRADE
Tree Planting and Staking Detail
Not To Scale
TOTAL ACREAGE OF SITE: 8.78 AC
DENSITY: 6 UNITS/ACRE
REQUIRED CANOPY: 76,491 SF (.20 * 8.78 AC * 43,560 SFA AC)
TOTAL DESIGNED CANOPY: 96,521SF
Evergreen Tree Planting Detail
Not To Scale
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
�+^ CORRECT TRUNK ARMORING
TRIANGULAR BOARD FENCE
Source: Va. DSWC Plate 3.38-2
ID-401
Lic. No. 035791,E
08/31/20 cud
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1 \ 11 I \ ENGINEERING DEPARTMENT.
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LOT LOT 8 LOT 37 LOT 36 " \ SIGNIFICANTLY AM F F r P R A PROTECTED.
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0. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY LOT g EROSION W
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2 I .I
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NOTES:
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