HomeMy WebLinkAboutSUB202000004 Approval - County 2021-04-02GENERAL NOTES
OWNER: IMP 45-112F1; IMP 45-112F2,• 7MP 45-84A; & TMP 45-85
BERKMAR DEVELOPMENT, LLC
2496 OLD IVY RD
CHARLOTTESWLLE, VA 22903
ENGINEER: COLLINS ENGINEERING
200 GARRETT ST SUITE K
CHARLOTTESWLLE, VA 22902
(4J4)293-J719
TAX MAP NO.: 04500-00-00-084AO, 04500-00-00-08500, 04500-00-00-0112F1, &
04500-00-00-0112172
TOTAL AREA: IMP 45-84A: 6.892 ACRES IMP 45-112F1: 0.571 ACRES APPROVED
IMP 45-85: 0.777 ACRES IMP 45-112172: 0.538 ACRES by the Albemarle County
TOTAL ACREAGE. 8.778 ACRES Community Development Department
ZONING: R-6 RESIDENTIAL, CLUSTER DEVELOPMENT Date 04/02/2021
AIRPORT IMPACT AREA & STEEP SLOPES OVERLAY File SUB2020-00004
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 257) = 2.19 AC
TOTAL OPEN SPACE PROPOSED: = 2.365 ACRES (26.97)
OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL
OPEN SPACE SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS
IN THE SUBDIVISION AND DEDICATED TO THE HOA.
TREE PRESERVATION: NONE REQUIRED WITH THE DEVELOPMENT IMP 45-84 &
45-84A2
PRESERVED/MANAGED SLOPES: NO PRESERVED SLOPES ARE SHOWN WITHIN THE LIMITS OF THE PROPERTY. 4 ALBEMARLE
SMALL AREAS OF MANAGED SLOPES ARE LOCATED ON THE PROPERTY AND SHOWN ON SOCIETY FOR THE Z
THE EXISTING CONDITIONS PLAN SHEET PREVENTION OF
CRUELTY TO
ANIMALS, INC r \
DB 2096 PC iff l
\
BERKMAR OVERLOOK
FINAL ROAD &UTILITY PLAN
BUILDING HEIGHTS MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED J5 FEET BUILDINGS SHALL BE 1 LOT \
STORIES IN HEIGHT WITH AN AVERAGE HEIGHT OF 20' TO 25'
LOTS
SETBACKS: FRONT. 5' MINIMUM (18' MINIMUM FROM R/W OR EDGE OF SIDEWALK TO GARAGE) AND
25' MAXIMUM
SIDE. • NONE - MIN. 10' BUILDING SEPARATION Lor4
\
REAR: 20' MINIMUM.
NOTE: COVERED PORCHES, BALCONIES, CHIMNEYS, EAVES, AND THE LIKE
ARCHITECTURAL FEATURES MAY PROJECT NOT MORE THAN FOUR FEET INTO ANY
REQUIRED YARD PROVIDED THAT NO SUCH FEATURE SHALL BE LOCATED CLOSER THAN
,
SIX FEET FROM ANY LOT LINE.
/
SUBDIVISION STREETS
CURB &GUTTER
LOTS
WATERSHED:
SOUTHFORK RIVANNA RIVER WATERSHED
�
AGRICULTURAL/ FORESTAL DISTRICT NONE
LOTz
TOPO & SURVEY:
TOPOGRAPHY PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES, ✓UNE 2018. THE
LOTi
BOUNDARY LINE INFORMATION IS PROVIDED BY ROUDABUSH, GALE, AND ASSOCIATES
`
/
/
-
INFORMATION FIELD VERIFIED BY COLLINS ENGINEERING JUNE 2018.
\ - ; -
DATUM:
NAD 83
OPEN SPACE
SUB2020=00004
RIO DISTRICT - ALBEMARLE COUNTY, VIRGINIA
IMP 45-76A
EITES, ISABEL T
DB 308 PC 386
IMP 45-76D
BRANDT, JOHN E
DB 1628 PG 12
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/ OPEN SPACEF
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WEBER, LEWIS A LIVING TRUST
DB 4998 PC 441
TMP 45-76B
JOHNSTON, JACOBA KAY
----DB 3677 PC 444
\p' LOT OPEN SPACED
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LOT 9 / ^ / '- `j'
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LOTlo
LOT= I !
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�Tii X 1 LOT iz LOT 23 LOT iy LOTa5 LOT
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LOT 17 I
exsrNc PEN SPACE EI
CDAE: ARY I --- - I �� LOT i8 \
EXISTING VEGETATION: PARTIALLY WOODED (IMP 45-112F1&45-112F2 ARE WOODED & TMP 45-84A&45-85 __---- - _ '
HAVE BEEN CLEARED AND WERE PREVIOUSLY USED AS A CONSTRUCTION STAGING SITE.) LOT 20 `
TMP 45-75
WEBER, LEWIS A LIVING TRUST
DB 4998 PC 433
LIGHTING:
NO SITE OR STREET LIGHTING IS PROPOSED WITH THIS PROJECT. ANY SITE
LIGHTING SHALL CONFORM TO ALBEMARLE COUNTY ZONING ORDINANCE REQUIREMENTS.
/
\\
PARKING:
52 SFA UNITS = 104 OFF-STREET PARKING SPACES REQUIRED
MINIMUM (1) DRIVEWAY SPACE + (1) GARAGE SPACE
TOTAL PARKING PROVIDED: 104 OFF-STREET PARKING SPACES
GUEST SPACES: 1 SPACE PER 4 UNITS = 1J SPACES REQUIRED
PROVIDED GUEST PARKING SPACES (ON -STREET PARKING) = 13 SPACES + (2) FUTURE
PARKING SPACES (THIS IS WITHIN THE ALLOWABLE 2090 PARKING INCREASE).
PHASING
THIS PROPERTY SHALL BE DEVELOPED WITHIN 1 PHASE
BUILDING SITES:
PARCELS 1-52 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH THE
REQUIREMENTS OF SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE.
BURIAL SITES:
TWO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THE SITE. THESE
CEMETERIES WERE FIELD VERIFIED AND DELINEATED BY DARBY O'DONNELL, LLC IN
NOVEMBER 2018. FIELD EXPLORATION WAS PERFORMED AROUND THESE CEMETERIES
WITH A PERMIT FROM DHR AND THIS SITE PLAN REFLECTS THE FINAL LIMITS OF THE
2 CEMETERIES ONFITE. THE FINAL CEMETERY REPORTS WERE SENT TO DHR IN
DECEMBER, 2018, IDEN77FYING AND ESTABLISHING THE LIMITS OF THE CEMETERIES
AS CURRENTLY SHOWN ON THIS SITE PLAN. EACH CEMETERY SHALL HAVE A
PERMANENT BLACK FENCE INSTALLED AROUND THE PERIMETER OF THE CEMETERY
LIMITS WITH A GATE FOR ACCESS.
STREAM BUFFERS:
NO STREAM BUFFERS ARE LOCATED ON THESE PROPER77ES OR WITHIN THE LIMITS OF
THIS PROJECT AREA.
FLOODPLAIN:
THIS PROPERTY IS NOT IN A FLOODPLAIN ZONE AS SHOWN ON FEMA
MAP115100JCO229D, DATED FEBRUARY 4, 2005. THIS PROPERTY IS NOT LOCATED
WITHIN A DAM INUNDATION ZONE.
RETAINING WALLS:
RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT AS SHOWN ON THE PLAN,
SEE SHEETS 7 AND 8 FOR DETAILS.
LANDSCAPING:
STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE
WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTION J2.79 OF THE
COUNTY CODE. A LANDSCAPING PLAN WILL BE PROVIDED WITH THE FINAL SITE PLAN
(SHEETS 19 & 20) FOR COUNTY REVIEW AND APPROVAL. ALL LANDSCAPING
REQUIREMENTS SHALL BE SHOWN ON THIS FINAL LANDSCAPING PLAN. STREET TREES
SHALL BE PROVIDED ALONG THE PUBLIC STREETS 50' O.C. IN ACCORDANCE WITH VDOT
AND ALBS CO. STANDARDS
TRASH:
EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER.
RECREATION AREA:
REQUIRED RECREATIONAL AREA: 52 UNITS x 200 SF = 10,400 SF
PROPOSED 10,400 SF (0.24 AC) INCLUDING (1) TOT LOT (2,515 SF) & (1) RECREATI0N
FIELD (7,885 SF)
TOT LOT AREA SHALL INCLUDE THE FOLLOWING, AT A MINIMUM:
ONE (1) SWING (FOUR SEATS)
ONE (1) SLIDE WITH TWO (2) CLIMBERS
ONE (1) BUCKABOUT OR WHIRL
TWO (2) BENCHES
RECREATIONAL PLAYFIELO
OPEN SPACE•
STREAM BUFFER OPEN SPACE N/A
REC. AREA OPEN SPACE: 14,335 SF (O.J29 AC) (0.24 AC MEETS ACTIVE REC. REQ.)
OPEN SPACE. 62,200 SF (1.428 AC)
STORMWATER POND OPEN SPACE: 26,485 SF (0.608 AC)
TOTAL OPEN SPACE: 103,020 SF (2.J65 AC)
OFFSITE EASEMENT• ALL PROPOSED GRADING SHALL BE CONSTRUCTED ON SITE WITHIN EXISTING
11 1 i. LOTzi
LOT 22 ,
LOT So
-��1 1 f 1 1l 1 OPEN SPACE C
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LOT 49 I-\
k
1 1 1 OT44 f S
LOT 46
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TMP 45 86A
ALBEMARLE SOCIETY FOR THE zbT47 \
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PREVENTION OF CRUELTY TO �, ----
ANIMALS INC _ _ - - �' LPT�4
Q
DB 5108 P 549 .. . , , - •' _ _ — _
TMP 45-82
N/F THIRD MESA, LLC
DB 5002 PC 606
TMP 45-82A
N/F THIRD MESA LLC
\ \ DB 4841 PC 138
�. -- LOT zS
1
LOT z
6
\� TMP 45-81
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C� t - N F THIRD MESA LLC
L I I Lar3, 1 I \ DB 4841 PC 138
I1 11 1 1 LOT32
LOTS 11
111 LOTS \� LOTz7
LOT;S
41 LOT4o
\ f LOT 4a LOT LOT 3g I LOT 38 LOT 37 LOT 36 III ID I-
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-- 1 _--- LOT 28
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LOT zg I
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OPEN SPACE / �' LOT 3a
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\1 TMP 45-11217 OPEN SPACEA
\N/F FOUNDATIONS LLC I
C/0 FOUNDATIONS CHILD DEVELOPMENT
SOCIETY
N/F ALBEMARLE SOCIETY FOR THE
\ TMP 1 DB 2834 PC i
PREVENTION OF CRUELTY TO ANIMALS INC I IM1
DB 2096 PC iff \ M1, ! @,�` SwM
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BERE
RIGHT-OF-WAY, OR WITHIN EXISTING EASEMENTS.. NO OFFSITE EASEMENTS ARE NEEDED FIRE FLOW CALCULATION: AREA CALCULATIONS
NOTES: PROPOSED WITH THIS DEVELOPMENT. LAND USE AREA ACREAGE
1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FOREST DISTRICT. NFF=(C)(0)[s+(X+P)] = 1,75o x o.85 x [1+(0.22+o)] =1,815 GPM x o.5o (SPRINKLERS) = 95o GPM NFF LOTS 4.340 AC (49.4%)
2 ONLY 1 DWELLING PER LOT SHALL BE PERMITTED. A * * A OPEN SPACES 2.AC (23.%)
C-28F(A) o.5-i8 2.5 3,630 0.5-2,75oGPM(ROUNDED) RIGHT OF WAY 2.073 73AC(2.7/0)
3) ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO EITHER PUBLIC USE OR PRIVATE USE, AS SHOWN ON THE PLANS. CONSTRUCTION TYPE - CLASS I WOOD FRAME CONSTRUCTION=1.5 TOTAL: 8.778 AC
4) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREET 50' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY A=2 FLOORS X i,&S SF= 3,630 SF (TYPICAL TOWNHOME)
STANDARDS. O = OCCUPANCY FACTOR = o.85 FOR C-2 COMBUSTIBLE
5) THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE. X=0.22 FOR o' AWAY BUILDING EXPOSURE BETWEEN i-ioo FEET
TRIP GENERATION CALCULATIONS P=o FOR BUILDINGS RATED SPRINKLERED NOTE: PERCENTAGE OF OPEN SPACE OUTSIDE OF
TRIP GENERATION BASED ON ITETRIP GENERATION MANUAL(ioTH EDITION) So%REDUCTION IN NFF FOR AUTOMATIC SPRINKLERS ALL STORMWATER MANAGEMENT FACILITIES,
52 SINGLE FAMILY ATTACHED UNITS -CODE 220
ADT: 381 VPD (igo.5 ENTER/ igo.5 EXIT)
AM PEAK: 24 VPH (6 ENTER/ 18 EXIT)
PM PEAK: 29 VPH (18 ENTER/ zz EXIT)
STREAM BUFFERS, FLOODPLAIN, AND
MANAGED/PRESERVED SLOPES =74%.
THIS AREA IS GREATER THAN THE REQUIRED 20%.
GENERAL BUILDING DEPARTMENT NOTES.,
1. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE
MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN 7HE PUBLIC SEWER, 7HE FIXTURES
SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF
THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES
HAVING FLOOD LEVEL RIMS ABOVE THE ELEVA77ON OF THE MANHOLE COVER OF THE NEXT
UPSTREAM MANHOLE IN 77-1E PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER
VAL VE.
2. DUE TO REQUIRED DISTANCES FROM LOT LINES AND STRUCTURES AS REQUIRED BY THE NFPA,
UNDERGROUND PROPANE TANKS MAY BE PROHIBITED. THE BUILDER/DEVELOPER SHALL PLAN
ACCORDINGL Y.
J. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST
HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT.
ICINITY MAP
VICINITY
1" = 200011/
Sheet List Table
Sheet
Number
Sheet Title
i
COVER
2
EXISTING CONDITIONS
3
SITE LAYOUT
4
SITE LAYOUT
5
UTILITY PLAN
6
UTILITY PLAN
7
GRADING & DRAINAGE PLAN
8
GRADING & DRAINAGE PLAN
9
NOTES & DETAILS
10
UTILITY NOTES & DETAILS
11
ROAD AND WATERLINE PROFILES
12
SANITARY SEWER PROFILES
13
SANITARY SEWER PROFILES
14
DRAINAGE PROFILES
15
DRAINAGE PROFILES
i6
DRAINAGE MAP
17
DRAINAGE CALCULATIONS
18
DRAINAGE CALCULATIONS
i9
LANDSCAPING PLAN
20
LANDSCAPING PLAN
21
SIGHT DISTANCE PROFILES
22
SIGHT DISTANCE PROFILES
22 TOTAL NUMBER OF SHEETS
NOTE: IN ACCORDANCE WITH THE 2018 INTERNATIONAL FIRE
CODE FOR VIRGINIA, APPENDIX D FOR FIRE APPARATUS ACCESS
ROADS, A DEVELOPMENT MAY EXCEED 3o DWELLING UNITS ON
A SINGLE PUBLIC ACCESS WITHOUT HAVING TO PROVIDE A
SPRINKLER SYSTEM FOR THE UNITS IF IT WILL CONNECT WITH
FUTURE DEVELOPMENTS AND IS DETERMINED ACCEPTABLE BY
THE FIRE CODE OFFICIAL. THE CURRENT PHASE I
DEVELOPMENT IS PROPOSING 52 SINGLE FAMILY ATTACHED
UNITS FROM THE EXISTING PUBLIC ACCESS ON BERKMAR DRIVE.
PRIOR TO ANY ADDITIONAL UNITS BEING CONSTRUCTED ON
THE PROPERTY (PHASE II), A SECOND ACCESS CONNECTION
SHALL BE CONSTRUCTED TO THE DEVELOPMENT, PROVIDING
TWO POINTS OF CONNECTION TO THE DEVELOPMENT.
LEGEND
ROADS
EXIS77NG CULVERT „•,•,•
EARTH DITCH
0
0
CULVERT
DRIVEWAY CULVERT
Q
DROP INLET & STRUCTURE NO.
BENCH MARK
CURB
CLEARING LIMITS
a
CURB & GUTTER
PROPOSED PAVEMENT
0
EC-JA DITCH
DEPTH OF EC-JA DITCH
EC-2 DITCH
DEPTH OF EC-2 DITCH
zoo EXIS77NG CONTOUR
yop PROPOSED CONTOUR
240.55 VDOT STANDARD STOP SIGN
PROPOSED SPOT ELEVA 77ON
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. CtTI,LINS'Z,
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y / / �\ BE LEWIS A LIV C T UST //�i l ' / / HAS A HGL OF 795'. PRIVATE PRESSURE REDUCING SCOTT R. LLINS
/ / \ DB 4998 PC 3 / / VALVES SHALL BE USED AT THE SERVICE CONNECTIONS. `'
Sr: RESIDENT L __z
U Lic. No. 035791
RURAL AREAS / / / I 0� 12/11/20 )
TMP - 6B��� s
0 JACOBA KAY /w - �� /��/ TMP 45-82 - - / / / / / / / I s 1ONAL E
DB 3677 PG 444 N/� �IIIR�MESA, LLC / I
USE. RESIDENTIAL - ' / / � DB 5002 PG 606
RURAL AR - - - �j 52 w / USE: VACANT /
R6 RE NTIAL
TMP 45 76 ��53� �� 1g�/ v v �w - - - TMP 45-82A
- / WEBE LEWIS A LIVING RUST I \ - - _ i % \� _ - - - //F THIRD MESA LLC l / a o 0
634ti \ ` DB 4841 PC 138 / / u
DB 4898 PG 441 w� �� u F
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USRURAL AREAS L �/ \ TREE LINE / I / / z 5 5
/ �5 - -� RESIDENTIAL / /
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h R '" / \) (TYPICAL) EXISTEIG MIX OF EVERGREEN / I ' m o LL
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ANT OD�QROU� / \ / / & DECIDUOUS TREES TO / / w - - - - N/F THIRD MESA LL / w W w
w0 R A / e6 J EXISTING012" BE REMOVED / \ `�DB 4841 PC 138
/ E ISTING' 12" C / / CPTI E: RESIDENTIAL
\ S G / CMP CULVERT / / / - — _
RW WATER INE / / i Y `% / \\ \ / / s5�' / / \�" \/ ESIDENTIAL
TMP/45-76D / \ / / /
\ / / EXCSTINGTREEL EXISTING 12" CI /
/ \ / BRAND`P, JOHN E B \ _ / EXISTING 042" `9 / / / � � �ti RWSA WATERLINE � \ \ \ _ / CD 0
DP/1628 PC 1 2 / - CMP CULVERT 1
/ /\ /USE: VACAN TMP 45-85 /
RURAL AREAS ti�'� /BE'RKMAR DEVELOPMENT, LLC a 9 "
CONSTRUCTION
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/ EXISTING ENTRANCE �6��g DB 5136 PG 015 /� aMP 45-89 / / 5� DEBRIS \\ / / // /
/ / TO BE REMOVED' / // BERK�fAR DEV OPMENT, LLC TO BE REMOVEQ EXISTING
/ / B, i MANAGED A \
i WITH FINAL/BUILD 5136 PC Qly i / // ' ssozr / / / W
//� / SLOPES - 04"E �w �/ / 2
/ EXISTING WATER METER & / i STOCKPILE \ EXISTING BOUNDARY / - - / / ,5 S' -« \�� _ _ / / / / /
/ SERVICE TO BE ABANDONED / g1. g ` i PIPE LINE TO E VACATED \ / �- / / / z z z
TO BE REMOVED p / TREE LINE / -�/ - z23j / �// z
/ BACK TO THE CORP STOP/ / V ASPHALT (TYPICAL) /
/ . Y lP 45-76A i a ` /
/ Z / 5S LIMITS OF EXISTING
/ ESTES, ZSABEL T / / / _
/ \ - - - - C RB TO BE REMOVED / / /
DB 308 PG 386 / y. _ / � a � - � , a a
USE: RESIDENTIAL v� / / / - / IING/ - %� TMP 45-112F1 zo a a d
/ UpmL AREAS
/ �/ a�— — —
I I e BERKMAR_ DEVELOPMENT, LLC � / /" • / / / z o 0
/ / 2- 5, DB 5129 PC 602 ,BERKMAIt DEi�EEOPMENT, LL
SLOPES I I ti'� � TMP 45-112F2 /
g s EXISTING BOUNDARY / CONSTRUCTION l \ \ ryc
CHAIN LINK C A' l \ - - - - - - - - ,� DB 5129 PC 602 / / / / \
/ oLINE TO BE VACATED DEBRI5 I / / I \ \ —/�
/ FENCE \ / T¢ BE REMOVED
-
TO 'BE REMOVED - - CHAIN LINK
v a� FENCE
� y / / y��--- �y
- - - - TO BE REMOVED �
• 5 - - EXISTING ENc H zea ai' /
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5 X uumrz)TER / �3� _ ISTING BOUNDARY — - / / o 0
EXISTING MIX OF EVERGREEN \ 1 TO E REMOVED LINE TO BE VACATED : LIME 10 HE VAGAIED / Lu N N
- - - &DECIDuous TREES TO MET RY /� ` - - \ LINE TO BE VACATED , SLOPES- / / / / y / / N N N CD CD CD CD
N N N N
61 GRAVEL DRIVE / I / \ / s� - - / /EXISTING z0' SANITARY a � �
- / / / SEWER EASEMENT ,� ri o
BE REMOVED I / / / r� ri M " m O1
2 ( / / I / J / / / � � EXISTING CURBI� - - - � / / � o, � .� N �
�i ( ` TO_BEREMOVED / / / DB. z z PG.z z 6
\\ �' 10'x32' \ / �v A / / / � -' FOR TURN LANE-MODIF[WI
o / �- / / / / 53 43- 5
\ TRAILERS x 2 V v o� / / / / - - - /� / / /
TO BE REMOVED CONCRETE / \ / v / - - - EXISTING FIRE HYDRANT TO
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`� `� / I TO BE REMOVED\ \\ / / / I � 1 / � � � � /
\ 65'x9O' / l BE REMOVED &REPLACED
\ BUILDING / \ \ / //^ SEXIST NO MIX OF EVERGREEN ISTING ENTRANCE
DECIDUOUS TREES TO TO BEM IFIED
\ 5 \ TO BE REMOVE CONCRETE /�\BE REMOVED
\ \ - - \ BE REMO % / F¢R NEW ACCESS 0 DEVELOPMENT
V / �� \ EXISTING HEADWALL FOR TWO (2) 024"
V v \ EXISTING RIP-RAe - �/ / cy)
/ / \ CULVERTS TO BE REMOVED. THE EASTERN CONCRETE \ MANAGE / CULVERT SHALL BE DEMOLISHED BACK TO THE
TO BE EMOVED SLOPES / //" \ , �� ��
BUILDING ' ti l \ \ J / PROPERTY LINE, AND FILLED WITH FLOWABLE N
TO BE REMOVED FILL. THE WESTERN 024" CULVERT SHALL BE
CEMETERY L l / I )) 1 I I \ ti4 g6 i / - / / MODIFIED TO HAVE A NEW UPLAND DOGHOUSE
/�HEA ALL
/ � � V � A 1 � I � / / \ 5}d56 --. �v � / / �e MH. BOTH 024" CULVERTS SHALL REMAIN �
/ / \ It
BUILDING \ \ I I 5 I ` \ s8 / / 115
UNDER B RKMAR DRIVE.
/ �\ \ ✓ \ \ s\\ \ / / doh \ N
TO BE REMOVED �� �) \ / A v / Q�m�e ti� _ / O
APPROXIMATE \ \ \ �� w O
LOCATION OF WELL
PER DB 424 PG 152 / \ " / N
TO BE REMOVED � I �' / 5a°� I / � � 4' / // \ TMP 45-112E N
TO CONCRETE
ENREMOVED / STORAGE GRAVEL AREA ^/ / / �_ 1J�4� //�C VON ST w
I o / MCMAW BRIAN J & STEPHEN
/ CONTAINERS \ (fiYPICAL) DB 1453 PC-3C_7 >
ZONING=HC - - - _ W
/ CHAIN LINK // TO BE REMOVED \ // \
T P 45-84 & 45-8 2 FENCE V A // z o om y 0
- _ / / I � A � / J o I � ��� � I ' � � `� /i USE: VACANT J
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ALBS ARLE SOCIETY FO THE \ ® � - - - TO BE R MOVED� / J_
PREVENTION OF CRUELT TO / �' , / / \ / / / vXISTING 30" b
�, V A WOOD FENCE \ / / / i
ANIMALS, INC \� ], / \ Q RWSA WAT RLIN LIMITS OF EXISTING CURB
A � V A \ / / / BENCHMARK:
i DB 2096 PC 111 / �' 31 xx84' - / \ DI RIM-518.87 r AND CONCRETE SIDEWALK W
BUILDING
USE. VACANT /EXISTING MIX OF EVERGREEN > s \ / TO BE REMOVED
-TO BE-_\ \ \ / /TMP 45 ' 112E
R6 RES 9AL_ ti _ &DECIDuous TREES TO { \ V / / 10 V /
/ - R� ,.� I _ - - - \ \ / N/;�' FOUNDATIONS LLC
_ BE REMOVED \ \ \
/ K A / C� FOUNDATIONS CHILD A �� J
- - f- / \ / / DEVLLOPMENT / �
vi 2 , DB 2834 PC 001
/ / \ TMP 45-86 3 - - = ; / USE: DAYCARE CENTER / LIMITS OF EXISTING
ALBEMARLE SOCIETY FOR THE - 2 =\ / ti° \\ \ \ \ 6 RESIDENTIAL / CURB AND 0
/ PREVENTION OF CRUELTY TO \
� �E LANDSCAPING ISLAND \ ) �� 1
/ ANIMALS, INC - / \ TO BE REMOVED / Y
- - - DB 5108 PC 549 / 0 \ j a / / / I W
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OFFICE _
R RESIDENT/
' - // �> �. � I / �� o v � �'F4� / � � F_
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TMP 45-112 R-
WOOD, STLLARD R. JR & / ul
MARGARET E.
/ 'CMP 45-86 / J - - - - DB 4751 PC 579 W
/ / / ZONING=HC l
ALBEMARLE SOCIETY FOR THE , - - - _ _ / /
_ _ - / / / / USE. VACANT / U)
NOTES: / PREVENTION OF CRU�TY TO U)
ANIMALS, I)
/ 1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA MAP / / DB 2096 Pp 111
NUMBER 51003CO229D ADOPTED FEBRUARY 4, 2005. / / / USE: KENNELS
2. TOPOGRAPHY PROVIDED BY ROUDABUSH & GALE, FIELD COLLECTED IN JUNE, 2018. -- - - - - - - - - / Cl COMMERCIAL / / / / / / - - - - / / i / - J \ / LLI
THE BOUNDARY LINE INFORMATION IS PROVIDED BY ROUDABUSH, GALE &
ASSOCIATES. TOPOGRAPHY HAS BEEN FIELD VERIFIED IN NOVEMBER 2019. - - - _ / / / / / / / / �' - - / v _ / /
/ // s J
3. NO PRESERVED STEEP SLOPES ARE LOCATED ON THE PROPERTY. THE MANAGED \ / / / / / / / / / / i �- / 0
STEEP SLOPES ARE LABELED. i - - - - A CD/ _ -/ /
4. NO 100' WPO STREAM BUFFERS ARE LOCATED ON THIS PROPERTY. / / / / V / / / / / / / - _ - -
/ CD5. BUILDING OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN
�� / /
ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. / / � - - -- -
- -
/ ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM / \\ \ \�//
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ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL - � � / / \ � / / / / � � _ � \ I I y � /� �Q a`'� \ °� J� a>�" <v� w
REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3580 x131. / / / \ \\ \ / / / / / / / \ \ / _ \ \ / \ / / /�Q / / \\ �o Qo���^h^�,
6. ALL EXISTING BUILDING WATER LINES FROM THE WELL AND EXISTING DRAIN LINES
- AND DRAIN FIELDS SHALL BE REMOVED IN ACCORDANCE WITH VDH GUIDELINES Q
AND REQUIREMENTS. z z
7. ALL OF THE INDIVIDUAL INTERNAL PARCEL BOUNDARIES WILL BE VACATED WITHIN
THE PROJECT BOUNDARY. - - - - - - �- / / / / / / / / / / / / / I �� / / / O� �� GRAPHIC SCALE
8. DRAINFIELDS EXIST ON THE PROPERTY FOR THE EXISTING STRUCTURES. THE / / J \
- - �� I / / / / / / \ I l / /' Q 4iao� o zo / ao eo �ieo
LOCATION OF THE DRAINFIELDS IS UNKNOWN. THE EXISTING DRAINFIELDS SHALL
BE LOCATED AND ABANDONED DURING CONSTRUCTION IN ACCORDANCE WITH VDH
GUIDELINES AND REQUIREMENTS. / / / / / / / / J /
/ ( IN FEET )
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JOB NO.
182152
SCALE
1"=40'
SHEET NO.
2
v' LOT 49 I ,,� o I — vvllneut`,I axe `\ \ \ ( _ 9 / R
+ PROPOSED OPEN SPACE C RECREATION P 9 D.B.PG.
PLANTOIN65TRP �z4 CONCRETEPOSEDSIDEWALK�ETAILTHISSHEET Tor LOTPRO
o.3zgACRES FIELD �� \ O �S� o ytiy°
z' ENCROACHMENT y1° CFI c ^ N 114 I N z,5155f OP N SPACE HEREBY 5 sf PROPOSED VDOT p \ Cf FRON i5x5
o
18' MI FI A ° LOT SEE SHEET3 DEDI ATE TO THE HOA STD. CG-1z (TYP.) \ r �' Syr TMP 45-82
x 44 A FOR EQUIP.
D Z o a r`i bE51GN PROPOSED 6' N/F THIRD MESA LLC
N
�.
z5' MAX. SETBACK m� 2 m " n A PLANTING STRIP PROPOSED STREET o �� a F-
1� 4 E�P E P ' p 25' MAX. SETBACK �^ (6) PROPOSED ON -STREET ,SIGN (TYP.) \\ \ a 15xo° �o- f m - -
LOT 8
PROPOSED VDOT ( P Z q \ o \ —
z' ENCROACHMENT o_ r3ta__I�
9D (TYP.) _ • 112' m N m PARKING SPACES (8'xzo') yy •g / \ r
108' STD. CG - - m _ n m �� °+ x$o' �rN o% \ \ �. TMP 45-82A
N o_ �+ a. T L0 43 I� r' QC•ti3 ° �� ti N/F THIRD MESA LLC
no_ x pTlo 5 u,v D30 o,., + 1t++�.gP°No _ x PROPOSED WALL n + z 'MAXSETBACK q
LOT 47 °- " 1' 1 - ppcc, �? o MAX. HEIGHT=3' 01 — N _PROPOSEDP SIGN P.
�/ 5 u,
PROPOSED STOP SIGN (TYP. d m + a
1 ENCROACHM_ENT 1 Lq, eo.. -.---- : "' N o x� \ .. 5/ N
Z m — � 12' do N�� — � - r — — — — — — — — — i4tO ro y �i x LOT z4
SETBAC N + 5 _ — — — — TANCE=z8o' rn 1 + \ A N ROPOSED NO PARKING SIGN (TY .)
A o l ' FRONT + N c� DIS 3 5 \. v
a0 N PROPOSED DRY CURB N ~ z+5o oo'R — �� z4o:R \ n,, 1s2 \ PROPOSED WALL
9` m _ PROPOSED VDOT i 3 A - n
0 7 o SEE DETAIL SHEET g ro a 1 +oo — — \ r \ MAX. HEIGHT=z'
° o :10+11. 6 a STD. CG-1z (TYP.) T_ — 3 '"1$'' `� ' o A PROPOSED STREET SIGN (TYP.) Q
D� PC — -1z+00 n — — — 1. o`
a 11+00 — — — — ' — — 30o R T _ C 3 \ s 17. x LOT 25
a]] O 'U N T - ' • 1. 4. ✓ 26 \ \I o
y 'R o =" 1+ SWEDESTREE n -' I .,. .. ... e 3k '. .• _ 1 \m �1 y? o mvo
1 5o -0g'. PROPOSED VDOT
0 o+ o PROPOSED STREET SIGN TYP. -- ---- sQ 20'
y0+o 1 5 ( r_ ,..-- .. ,- ! STD. CG-gD (TYP.) 11 I .'q N,9�n � \
/
$ x • -' r � ., ` 1' ENCROACHMENT
2 VARIABLE WIDTH YP. \
18WALL AND
VDOT STANDARD a _ ' o 4 33 - ETBACK WALL AND MAINTENANCE PROPOSED NO PARKING SIGN (TYP.) 20' o �\ LOT 26 \
: 1 z& _ 3- ROT _ i _ 1 20 x ` o _ \ MAINTENANCE EASEMENT
TYPE BARRICADE w . z8 _ EASEMENT 6 \
/ 3 N I o z 5- - 2O' D.B. PG. zo'xzo' 2WX2o (MIN.) GARIAGE ` Q� y2x 1' \_ \ 4 �� N D.B. PG.
(2) FUTURE O STREET PARKING 6, ' — a,; PROPOSED 6' PORCH & (TYP.)
} I MIN.) (MIN.) GARAGE ` h
SPACES (8'x2o')SPACES SHALL BE a r 20' 3' CONCRETE SIDEWALK (TYP.) _:, zo'xzo' n GARAGE GARAGE PROPOSED NO PARKING SIGN (TYP..)
STRIPED OUT AS SHOWN UNTIL N (7YP.) 2o'Xz°' zo'xz°' (MIN.) NI N R - �1 GSEpARF; PROPOSED WALL
STREET IS EXTENDED INTO THE 2o'xzo' (MIN.) (MIN.) I VAR. WIDTH WALL AND c N DW MAX. HEIGHT=6'
ADJACENT PROPERTY \ zo'xzo' 20'x2o' 20'x20' I 20`5 fO' GARAGE I MAINTENANCE EASEMENT�(� \
—(MI GARAGE GARAGE
\/ jN11N (MIN.) GARAGE (MIND o I D.B.— PG. LOT 31
(MIN.) GARAGE GARAGE I I GARAGE I I I \
GARAGE C LOT 32 1\ + �I_ a N \
PROPOSED NO ; rl O LOT CO I ➢ N ? o \
33 PROPOSED WALL o LOT 2 I \
PARKING SIGN (TYP.) I I I LOT I Z LOT 34 MAX. HEIGHT-4' 1 m Imo I I �I NI H� 7 m \
PROPOSED VDOT \ LOT LOT 36 35 I IGII 1' ENCROACHMENT w w I I I m n o I \
\ / STD. CG-9D (TYP.) \ o LOT 41 SLOT 40 LOT 39 I �I LOT 38 37 m 10' °. z CFI
VARIABLEWIDTH LOT 42 N I �I 10 10' DECK DECK /� I� . / L ^ 0 113 \
WALL AND MAINTENANCE \ I I 10, I D DECK DECK { I 0l8' MIN. x N 80
_II D?o- LOTz8 C \
EASEMENT DECK O J = /P E °p o A
lo' VAR. WIDTH LANDSCAPE (
10' r N
D.B. PG. \ DECK MAINTENANCE EASEMENT m m
10' I I 10' DECK Z� D.B.PG. 48' 1� o I{ DA
VAR. WIDTH LANDSCAPE \ 10' 1O 10DECK DECK
MAINTENANCE EASEMENT \ DECK DECK DECK L i 2V SIGHT DISTANCE 114' m \
20' REA SETBACK ^ o
\ _ _ — OPEN SPACE B =1 \
D.B. PG.
_ _ _ _ — — C EASEMENT
1' ENCROACHMENT, 4 0.399 ACRES D.B. PG. I I. II Z N LOT 2 Irr) \
34 m Co. 9 T.
OPEN SPACE HEREBY I •. m N \
TMP 45-86 2 28 6 _ — — — 35_ DEDICATED TO THE HOA PRC: i'jf6 ' I 8
ALBEMARLE SOCIETY FOR 32' S43031'13.98"W 194.83' 34' 28' 12'�� s \
00
PROPOSED WALL MATCHLINE SEE SHEET o 219' mo \
THE PREVENTION OF CRUELTY MAX. HEIGHT=5' VARIABLE WIDTH WALL AND 4 I ; r \
S ■ ■ ■ ■ / I P
TO ANIMALS, INC. MAINTENANCE EASEMENT VAR. WIDTH LANDSCAPE 6Srs3o' �Y o D o LOT30 m F \
D.B. PG. S6 } PROPOSED in I _ x
NOTES: D.
BINTE PENCE EASEMENT 34"ly �6870 °CONCRETE SIDEWALK {n III ' D Z N PROPOSED 6' PORCH & s
d N m 3' CONCRETE SIDEWALK (TYP.) I s
1 RETAINING WALLS GREATER THAN FEET IN HEIGHT RE HIRE A SEPARATE 121 7
Albemarle County
Public Road Acceptance Procedure TH OFF
The processing and inspection of public roads is administered by VDOT. The County is not involved in O ��
this process until the road is ready for acceptance. When the road is ready for acceptance, provide the ✓
following items to the County. SC OTT R. LLINSIZI
C� Lic. No. 035791 ;1�
1. Inspection Request and fee 1
p q •0,� 12/11/20 ��'
A form and fee are required for each pro] ect as indicated on plans or bonds, eras requested for board resolution if
p
smaller phases or individual roads are recommended for acceptance.
SIGNAL
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2. As -built plan approved by VDOT, and copies of all recorded drainage easements, sight easements, and
right-of-way plats. Plats should be copies of the actual recorded documents from the Clerk's office.
An as -built plan prepared in accordance with the County's As -Built Road Plan Policy is required. VDOT does not
always follow this paperwork or policy, but for bond releases, especially where VDOT has not yet accepted the road,
the minimran requirements of this policy must be met, if only to ensure that all improvements are in right-of-way and
easements.
3. Written documentation of acceptance from VDOT for the entire roadway or for completed items.
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Formally, this is sent directly to the county on an AM-4.3 from VDOT, when VDOT requests that the Board of
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Supervisors pass a resolution of acceptance. After the resolution or acceptance is sent to VDOT, it is usually about six
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weeks before actual acceptance takes place, and VDOT issues a formal memo to the cowry with the road additions and
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new route numbers. This Final notification is needed for bond release. For partial bond releases prior to this, some
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correspondence from VDOT for items inspected and approved is necessary. This is usually in the form of letters
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approving compaction reports, CBR's, pavement cores, pipe video, or other items where partial release is sought. A
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final puncHist inspection report from VDOT can be used for a partial bond re ease, but only if outstanding items are not
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to broad. If the punchlist is not official, and only a courtesy review, it carries much less weight. In any case, if there
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are problems meeting the eligibility or occupancy minimums, and it is not known how long improvements may sit, or
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need replacement, partial releases may not be possible.
D'
Even if a bond release is not requested, an inspection from the County is required for any County items,
such as the street name signs, and any sidewalks or amenities that the County required but VDOT will not
maintain. This final inspection by the County must be performed before the road can be recommended to
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the Board of Supervisors for a resolution of public acceptance. County bond releases (or partial releases)
will be considered on public roads for all portions approved by VDOT. In addition to 1-3 above, the
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following items are required to be submitted for bond releases to be considered:
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4. Signed and sealed letter from a professional engineer listing and certifying that completed
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improvements are built according to plan.
Please do rot e-mail or fax copies of this letter. An original signature and certifying seal are required. Please do not
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use qualifying statements such as "it appeared", or "to the best of my knowledge", or "generally in accord".
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Improvements were either built to plan, or they were not. As -built measurements, construction inspections, and other
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field verifications should be cited and included. Tolerances should be noted. The items not built according to plan
must be listed, with explanations. Deviation in pavement materials and thicknesses must be listed. If street trees or
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sidewalks, or other items were moved, or added, this should be noted. If drainage changed, by addition or deletion of
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culverts, inlets, or re alignments of pipes or grades, this should be verified by revised computations and attached to the
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letter. If there are outstanding items or omissions, these should be listed. Graphics are helpful. In short, please provide
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more than a statement of opinion or assurance. Please demonstrate that the improvements and construction have been
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inspected, investigated and documented, and are certified in detail, and county staff will not be in the position of
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discovering discrepancies and deficiencies in the frel&
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5. Certificate of CompletionLn
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This form must be received for release of a bond. It is available on the county website. In the case of reductions, a
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letter listing the outstanding items that need to be completed before signing the certification is acceptable. It must be
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signed by the owner. This form says all subdivision improvements have been completed. It also says that all
construction conforms to approved plans and any discrepancies have been approved by the County. This means the as -
built plans have been approved by VDOT, and they have agreed to any discrepancies, which should be documented in
acceptance correspondence or punchlists.
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3 Q PROPOSED VDOT — — OPEN SPACE A
BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED STD. CG-6 (TYP.)o.6o8 ACRES
ENGINEERED DESIGN. f� OPEN SPACE HEREBY
EXISTING TREE LIMITS (TYP.)c' PROPOSED 6' DEDICATED TO THE HOA \
2. ALL OPEN SPACES ARE HEREBY DEDICATED TO THE HOA. 1 LEI PLANTING STRIP
3. ALL NEW PUBLIC STREET RIGHT OF WAY SHOWN HEREON ARE HEREBY DEDICATED PROPOSED NO PARKING SIGN (TYP.
. I I ---
TO THE COUNTY FOR PUBLIC USE WITH THE SUBDIVISION PLAT. \ PROPOSEDS'
4. MAINTENANCE OF ALL STREET TREES AND THE PEDESTRIAN CROSSWALKS SHALL BE CONCRETE SIDEWALKo III PROPOSED NO PARKING SIGN (TYP.) N°
THE RESPONSIBILITY OF THE HOA. EXISTING ACCESS AND PARKING EASEMENT \II{I N\
5. ACCORDING TO THE CODE OF VIRGINIA SECTION 57-27.1 OWNERS OF PRIVATE \ TMP 45-112F FOR TMP45-222F, DB 2834, PG.1 rzo+'
PROPOSED SWM 8Lz I \+
PROPERTY ON WHICH A CEMETERY IS LOCATED SHALL ALLOW INGRESS AND EGRESS N/F FOUNDATION LLC EASEMENT TO BE REPLATTED FACILITY �\
AND EXPANDED WITH FINAL
TO THE CEMETERY BY (i) FAMILY MEMBERS OR DESCENDANTS OF DECEASED C/O FOUNDATIONS CHILD SUBDIVISION PLAT D.B. PG.
PERSONS BURIED THERE; (ii) ANY CEMETERY PLOT OWNER; (III) ANY PERSON 1 DEVELOPMENT BUMPER BLOCK >I• w W I PROPOSED SPEED LIMIT SIGN
t • � �-
ENGAGING IN GENEALOGY RESEARCH, WHO HAS GIVEN REASONABLE NOTICE TO ryh 1
CONTRACTOR TO STRIPE NEW PARKING
THE OWNER OF RECORD OR TO THE OCCUPANT OF THE PROPERTY OR BOTH. � S' SPACES WITH PARKING LOT IMPROVEMENTS • PROPOSED PEDESTRIAN I j • • ' ' ' \
- 2' STRIPING TO PROVIDE 24' DRIVE + n CROSSWALK STRIPING
PROPOSED VDOT
Berkmar Overlook \ 1 ` — °
15 PAR IN W
' AISLE AND 18' PARKING SPACES � �_ �' cO STD. CG-1z (TYP.) SASEMENTANCE
Miracle Recreation Pro oval A PAC S P D B PG
`Miracle
OENCH CPVlEMP611 &M11NG
MRPDb9O
Site Concepts L.L.C.
PO Bar 235 Plata=
p / CONNECT TO EXISTING �7
UIIIIIII � Y�
Berkmar Overlook - Proposal A
Charlottesville, VA
TIMBEPCPENING
KT
da09R
RISKM GEMENr SIGN-ENGMSH
rar
R0098_44068930574
COMPLIES TO ASTWCPSC
TIMBEHOPENING
KM
GGIX1R
PARKING LOT CURB & GUTTER
\ EXISTING PARKING LOT
CONCRETE PAD WITH DUMPSTER 11 NG ,
W/ EXISTING WOODEN SCREENING FENCE S ACE
EXISTING 5' CONCRETE SIDEWALK"
W
W
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IN
W GN 15 P o / / / / SIDEWATIE-ILIK TO EXXIST PROPOSED NG S DI
S
SITE BENCH DETAIL
(PER MIRACLE RECREATION) FF
RECYCIID
MIRA W12RBERS
alOt4R
8ENCHCQmDi0IP6H, MHNG
MRPG309G
end
use
PORTABLE 1
a a r c
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14
VILLAUNIT
GARAGE
20'X20' PORCH
MIN.
20.7'
DRIVEWAY
18' MIN.
I
20' WIDE
DRIVEWAY
P1L—
I I
I
TYPICAL UNIT LAYOUT W/ DRIVEWAY
(N.T.S.)
oT t-PROPOSED STREE
PROPOSED STOP SIGN (TYP.)
SIGHT DISTANCE I
EASEMENT
D.B.PG.
CD
RKMAR DRIVE
-__RDUTE
STATE 1403
__-
- --
E
DI
ST T psNCE ONEARi6o'
01STp°NCE TO NEEST
AREST
INTERSECTION =350
LOT
NUMBER
LOT
AREA SF
LOT
AREA AC
1
3,703
0.085
2
3,093
0.071
3
3,920
0.090
4
3,615
0.083
5
3,311
0.076
6
4,574
0.105
7
4,182
0.096
8
3,267
0.075
9
3,136
0.072
10
3,136
0.072
11
3,877
0.089
12
4,051
0.093
13
3,180
0.073
14
3,093
0.071
15
3,093
0.071
16
3,180
0.073
17
4,269
0.098
18
4,051
1 0.093
19
3,223
0.074
20
3,136
0.072
21
3,136
0.072
22
3,223
0.074
23
5,314
0.122
24
4,312
0.099
25
1 3,180
1 0.073
26
1 4,051
1 0.093
POSED MILL & OVERLAY.
DETAIL, SHEET 9.
LOT
NUMBER
LOT
AREA SF
LOT
AREA AC
27
4,704
0.108
28
3,180
0.073
29
3,267
0.075
30
4,138
0.095
31
4,269
0.098
32
3,093
0.071
33
3,223
0.074
34
4,008
0.092
35
4,269
0.098
36
3,485
0.080
37
3,311
0.076
38
3,833
0.088
39
3,790
0.087
40
3,093
0.071
41
3,049
0.070
42
5,532
0.127
43
3,833
0,088
44
3,180
0.073
45
3,223
0.074
46
4,095
0.094
47
3,920
0.090
48
3,049
0.070
49
3,093
0.071
50
3,136
1 01.072
51
3,180
1 0.073
52
3.790
1 0.087
NETAPE �1
*A 6 11 H Z Cc F M 111LATINlg111Z
I
TMP 45-81
N/F THIRD MESA LLC
II EXISTING 20'SANITARY
SEWER EASEMENT
_,,-�DB.5232, PG.243-256
r4 N N N N N N
w 0 0 0 0 0 0 0
F N r-4 N N N
to 03
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JOB NO.
182152
SCALE
III _ 301
SHEET NO.
3
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TEE
\ `W ` VAR. WIDTH LANDSCAPE TOP 5 OST a & PLATE WELDED
= \ \ \ W AINTENANCE EASEMENT TO PGROUND SMOOTH
D.B.PG. / 2-1/2' DIA- GALVANIZED
`W \ PROPOSED MILL & OVERLAY. STEEL POST. PAINTED WITH
\ \ \ \ \ W l SEE DETAIL, SHEET g. / / 2 GOATS OF PRIMER
\ 22' EMERGENCY 0 AND INSIGNIA YELLOW
ACCESS EASEMENT
D.B.PG. =`
SIGHT W/43/8' DIAEEL PIN W/ HOLE FOR HEAD
- \ \b!STq PROPOSED REMOVABLE STEEL BOLLARDS. p LOCK
yG y FINISH SURFACE
\ O• S SEE DETAIL, THIS SHEET. BOLLARDS TO /
U �L \ 3z z> BE INSTALLED AT BOTH ENDS OF ACCESS ESMT -
91-22 (6) TOTAL BOLLARDS (AS SHOWN)
\• NOTE: BOLLARDS TO BE INSTALLED zo' PLANTING &X,
O.C. MAX. LANDSCAPING B FE� STEEL PIPE SLEEVE
?' \ on 6' 3" DIA. GALVANIZED _a I" aiv
i'ENCROACHMENT ITp i
LOTIS �VAR. WIDTH LANDSCAPE CPAINT ABOVE GROUND
AINTENANCE EASEMENT
n - G N6 ° 3z> \ / W► PORTION SAME AS POSTS
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4' ENCROACHMENT p�O 1�4' oy�,(>' l I STgNCE=39o- 4 9>'8o' \ CONCRETE FOOTING
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ALBEMARLE SOCIETY FOR \ N o p j Q a 116' PROPOSED 6' PORCH & VAR. WIDTH LANDSCAPE\TgNCF\ zkX / VDOT STAND/
THE PREVENTION OF CRUELTY 2 LNCROACHMENT 1n°- n ti CONCRETE SIDEWALK (TYP.) MAINTENANCE EASEMENT \ 28 280 so a TYPE 3BARRI(
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TOT LOT ACRES \ FIELD
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1' ENCROACHMENT 1 PROPOSED STOP SIGN (TYP.) - "' m N a o \ 'u \ 5FR /+ vcn o\\
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N N PROPOSED DRY CURB" ` N PROPOSED VDOT 1z+5° oo'R
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1 335'R j -- oI 11+5a -ma SWEQESTREET n 34 34. i8 \\lM m� yZ0 0
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VDOTSTANDARD ' 33 - CK WALLANDMAINTENANCE I ° \�\ \
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\ TYPE 3 BARRICADE .28' 2Q' S RO EASEMENT — 'xze- (MIN.) y8o - \ N \
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\ N a PROPOSED 6' PORCH & (TYP.)
} I N (MIN.) GARAGE
10.
SPACES (8'x2o')SPACES SHALL BE r zp' Y CONCRETE SIDEWALK (TYP.) 20'xzo' n GARAGE PROPOSED NO PARKING SIGNI TYP. yc
STRIPED OUT AS SHOWN UNTIL ° (TYP.) I GARAGE ( ) R 117 ? R Ot
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TMP 45-86 STREET IS EXTENDED INTO THE l zo'xzo' �, (MIN.) (MIN.) GARAGE I `'V1LDi
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�SCOTT/R. CbLLINSZ
C� No. 35791 �
0� 11/23/20
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(MIN.) GARAGE GARAGE GARAGE GARAGE ° D.B._ G. LOT 31 1 v o - \ �
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SCALE
III _301
SHEET NO.
4
PROPOSED
8" G.V. & PLUG
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PROPOSED io' PRIVATE I I D.B.PG.
SANITARY SEWER EASEMENT I I LOT LOT 32 1
D.B.PG. NOTE: LOT 38 SHALL REQUIRE 33 1 II\\
A TRAFFIC -RATED METER BOX LOT 2 I LOT 3 ` 7 \
\� PROPOSED SANITARY SEWER I LOT 35 I I ` I I I I
\ SERVICE LATERALLOT LP. LOT 4o LOT 39 I I LOT 38 LOT 37 LOT 36 I \
\ LOT 2 I I I I I PROPOSED 6" CL. 52 DI -WATERLINE I \\
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ASSEMBLY w/6"x6"TEE
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MATCHLINE - SEE SHEET 6 \
/ NOTE: PRIVATE PRESSURE REDUCING VALVES WILL PROPOSED WATER LOT 3o
BE REQUIRED TTHE SERVICE CONNECTIONS. SERVICE LATERAL (TYP.) 1 ,I I
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( IN FEET )
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TIE-IN TO EXISTING —
SANITARY SEWER MANHOLE
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SCOTT/R. O4?LLINS'Z
Lic. No. 035791 ;1�
A 01/25/21 ,4i
i. /SEE SANITARY SEWER AND WATERLINE PROFILES FORADDILONAL INFORMATION
2. SANITARY SEWER AND WATER LINES TO BE INSTALLED IN ACCORDANCE WITH ACSA
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GENERAL WATER AND SEWER SPECIFICATIONS.
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A MATERIAL OF EXISTING WATER LINE - COORDINATE TEST PITS WITH VDOT &
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THE CSA. CONTRACTOR SHALL PROVIDE ALL NECESSARY TRAFFIC CONTROL IN
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ACCO ANCE WITH VDOT STANDARDS, THE MUTCD, AND VA WORK PROTECTION
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AND OB IN VDOT LAND USE PERMIT TO PERFORM WORK IN VDOT R/W. TEST PITS
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IOR TO RDERING ANY PIPING MATERIALS.
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SCALE
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SHEET NO.
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TIE-IN TO EXISTING sz" Cl WATERLINE
WITH PROPOSED sz"x8" T.S. & V.
/ CSCOTT R. LLINS'Z
/ U Lic. No. 035791 .t�-
�10 01/25/21 f�41
oN �----i..�..._ / `SIONAL Ell
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U U U
4 � • , V � � � a
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LOT 2 Az\ GFT : \ �� LOT it / / > \ \ \ W z
I °off �/ LOT lz LOT 13 LOT 14 LOT 15 °y
I \ MH-zz NOTE: LOT a SHALL REQUIRE PROPOSED SANITARY SEWEROT 16
ATRAFFIC-RATED METER BOX LOT 3. \ o
I I SERVICE LATERAL (TYP.) 7 I / � y
PROPOSED so' PRIVATE; MH-21 2� / PROPOSED BLACK DECORATIVE
1 PROPOSED WATER I /
EXISTING
SANITARY SEWER EASEMENT -FENCE WITH GATE AROUND CEMETARY _ _ SERVICE LATERAL (TYP.) CEMETARY LOT 18 o
/ I � —I I '' � _ � ,' — � /
\� PROPOSED zo' PUBLIC N J —
\ \ UTILITY EASEMENT z� XISTIN H
D.B. PG. LOT � EMETA Y 5 - 5 . \ / lg
- i- s PROPOSED 20' PUBLIC
_ o UTILITY EASEMENT
LOT zo
D.B.PG. \
PROPOSED BLACK DECORATIVE
FENCE WITH GATE AROUND CEMETARY \ I 7+76 PIRE STREET
\ 1 LOT 52 BLI RIB^ M3.6+oo \\
\ I 17+00 ( Ai \ nn nn D.B. P M . LOT 21 � \
ILnA
\ F 4 N
NOTE: LOT zo SHALL REQUIRE
..
\ I LOT 1 PROPOSED 8"x8"TEE- I 4 PROPOSED FIRE HYDRANT ' PROPOSED FIRE HYDRANT A TRAFFIC- \ TED METER BOX \
\ \ 5 & (z) - 8" G.V. ASSEMBLY w/ 8"x6" TEE — — ASSEMBLY w/ 8"x6" TEE1Sx LOT 22 �\
Y C
I I LOT 46 — I I LOT 23 LOT 50
PROPOSED 8" CL. 52 DI WATERLINE
LOT 45 I I
\ I I I I PROPOSED BLACK DECORATIVE OH -
LOT 49 0� I FENCE WITH z GATES /
PROPOSED 8" CL 5z DI WATERLINE D
\ l I 1 N I I OI PROPOSED
T 44
8"x8" CROSS o
\ N N N N N N (D
w CDN O N N N N
F
M N 0\0 .�-4
oyti\ l
oy rn z
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w� u
uj
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co
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CY
06
PROPOSEDTYPEA J Q
BLOW -OFF ASSEMBLY J
z
w LL
LOT 8 j I & (4) - 8" G.V. / Z
-- � J � 4 o — _
EXISTING sz" CAST IRON O < Q
\ I I P PROPOSED FIRE HYDRANT / \\ _ RWSA WATERLINE J
ml LQT-4 ASSEMBLY w/ 8"x6" TEE
I� 4 H-zo I I / / OSED 8" C z DI\\ ATERL —L.
_ PROPOSED 8" CL. 5z DI WATERLINE ROP L 5 INE
\ U P\OPOSED FIRE HYDRANT _ EDE TRE ET / / \\
\ ASSEMBLY w6" TEEL
_ — _ —
1 \ (54' PUBLIC R/W) 14}Oo 9 PR POSED 8 x6 REDUCER � \ Y '
//=
13+00 PG.Lu
O
\ �= PROPOSED 8" CL. 52 DI WATERLINE J, I sz+pO W r ' ` • � LOT 25 (!) o
;. o s F
1
y - l\
y ul
if -to
o w J
so 0o W _ z
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W PROPOSED 8"x8"TEE r 5
Lu
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\PROPOSED S _5 -
— - -
MH 18
8" G.V. &PLUG i
i
\ s
- I
• PROPOSED WATER - r.
- PROPOSED SANITARY SEWER
JLu
� SERVICE LATERAL (TYP.) _ - ", PROPOSED zo PUBLIC � : MH-so \
I — -- 1
UTILITY EASEMENT I LOT SERVICE LATERAL (TYP.) \I
PROPOSED so' PRIVATE I I D.B. PG. 3 \ - LOT 3z
\ Q
SANITARY SEWER EASEMENT NOTE: LOT3I I ` - I 1\ I \
\ D B PROPOSED SANITARY SEWER I I I -SHALL REQUIRE ATRAFFIC-RATED METER BOX LOT 35 I I I LOT 3 LOT 33 �` I I I LOT 27 I I \ \
SERVICE LATERALLOT 41 LOT 40 LOT 39 I I LOT 38 LOT 37 LOT 36 I \ \ p
LOT 2 I I PROPOSED 6" CL. 52DI WATERLINE I' \ W
r I LOT 28 I I \\ m
V I = — o A
I z
\
L—N
o
1 PROPOSED zo PUBLIC
UTILITY EASEMENT
I
\
\
w
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.
I
— — — — — — — — — — — — — —
_
(PROPOSED FIRE HYDRANT
I
I
LOT 29
\
V)
GRAPHIC SCALE — — —
—
—
ASSEMBLY w/6"x6"TEE
I
I I \\
JOB O.
%- 0 15 30 60 120 —
-------
I
\
1821_3
\\,
MATCHLINE -SEE SHEET 5
�,
��
SCALE '
IN FEET)
NOTE: PRIVATE PRESSURE REDUCING VALVES WILL
■ ■ ■ ■
PROPOSED
WATER
LOT
1 — 30
I inch = 30 et.
BE REQUIRED AT THE SERVICE CONNECTIONS.
�
SERVICE
LATERAL 30
3
SHEET NO.
I
�
I
MH-8
6
6AH=563.00 o _n -1 -
\ YD-3 ri 1 \ I PROPOSEDPRIVATEYARD A m LOT TH
\ &ROOF DRAIN SYSTEM 44 ��
g^' I 5 s PROPOSED YARD DRAIN 5 83TC
LOT 48 3 ° � o.o z2 � S��o� G R=561.00 � / � Nx � �
PROPOSED WALL 0 S47'O Q
FFE=562.17 �55 7 ` .. / _ so o
GAR= 61.67 (MAX. HEIGHT=3') a ko0 / /
5 I i �� -
oB sasP y5SCOTT R. LLINSZ
\ z6 3 54 .1 s4a.orc 437 / \ / U Lic. No. 035791 �
FFE=56o.e3LOT [r3 \ � � 1z6 YD-1 � \ � 4.oTc sy4 � �.a3 m� \ � � / .0 4
N LOT 47 O GAR=56o.83� I 1oB \ \ 1, o r PROPOSED RETAINING WALL EASEMENT / ro 12/11/20�
� I
3 °� PROPOSED 20 PUBLIC -
I FFE=56fo 6%/I °z + y I 14 5 \ / / \ D.B.PG. / \ �yS GS
GAR=561.00 s s o S5 '6 DRAINAGE EASEMENT /. '� / SIONAL Ell
PROPOSED 20' PUBLIC 4'§ EP 543
DRAINAGE EASEMENT ' D.B.PG. 55a 7c 544. i v� I
\ I �- - sa4 o P +oo s6 FFE=541.3 /
\ \ D.B. PG. - - ( 55 =-- - - - - --�S�rP.11BL W) GAR7W.67
+oo G, 13+50 1oA \ \ /
D.B.-P - _ R A ENT \ / z
.. ... . g E •° �. yz+50 -� h54 lI
saoo . • •''' ssaaEP 55a.o 0 \ PROPOSOEDzo PUBLIC
o. Tc -- 1zA -39 D AIN GEEASEM / F F
o.5EP u - 547.oz 11 r D.B._PG._ PROPOSED WALL \ p z z
\ 6o.8 Tq 12+00. -o -.;a. ' f-•-34z4 \ FFE=53933 (MAX. HEIGHT=2' \ d z
PRO ESOPO ESOP D 10' PRIVATE 5595EP - - \ 14
i 11+00 0 -. •54S®8 - AR=53733 \ � o 0
DRAINAGE EASEMENT / 6 24 ss9:arc -- h s53.i- 7 4 \ 2 V) z z
6o EP I:_____. \ � ... - 12 6-. , . ,_�..
D.B.PG. 56a oTC _ f ---_-- .i S S .6 4971 - ---- o G: \ \. 5 \ YD-21 �` 0 z z
--
10+00z.6/° _ \ --- -- --------------- z 5 5
-# - x �\ LOT 26 \\ DC z
1 59.60 ` - 559 °3" -_ - - - 'i. - - ' .1% i.5% ` •., o \ \ FFE-53733 \ m 2 2
Lu
559.63 559.io 9 - 3.6°� - �- - yam. 4 AR=53533 \ 0 1 \ / m
�MAX.OHSEIGHTED A6)
PROPOSED 10' PRIVATE
_ DRAINAGE EASEMENT
D.B.PG.
FFE=545.50 1 `.. �iz�z \ / O w N N
FFE=547 50 FFE=546.83 GAR=545 0o N 's3�a 1 \ PROPOSED PRIVATE YARD F � �
_ _ 5 \ / Q M
FFE o - a � ..
549 5 _ GAR-54633 _ I &ROOF DRAIN SYSTEM r,
_ GAR-547�0o FFE-534�67 \ � �
�/� N
GAR- .00 LOT s \
_ I i FFE- 1.z I _ 549 \ V1
_ 3 _ YD N s 20 FFE .z ss � GAR z.6
ss3 s LOT LOT � ".•' ` s3 7 =o �\
\ I GAR=55-J5 I LOT 33
�m I FFE=555�25 GAR=552�75 34 LOT 27 53 .5\ � N
\ FFE=56o.00 FFE= I FFE=557.25 LOT 6 LOT -\ > z
55933 GAR=55475 PROPOSED WALL z W
FFE= 6o8 FFE=56o.67 GAR= GAR=556J5 3 35 _ (MAX HEIGHT=4'). T - \ W f f
5 559�50 GAR=558.83 LOT 37 � 5
GAR=56o.83 GAR=56o.17 LOT o LOT LOT 38 I \ - 5z8.3 p _ \ f z
LOT !}z LOT 4i 4 39 I I \ /5435 z$ o B v \ o w
/ .. '- FFE=53z.67 - �- / 0 f
. GAR=530.67 -- - \ z p p � z o
\ 0O z z z z U
5
�J \ g 4A LOT 28Ce
\ \ Ce a f f s
\ 4 44
_ I
4s. 3 / - A w
45 FFE=53o.67 I I o / / 0 a a m o a o
I g6s
I z J W
ss4rw ss3s - ss36w ss Tw aa- sas saz PROPOSED RETAINING WALL EASEMENT GAR=5z8.67 I \ / o o o a m 5
2B oB 4 B 54 5 5 2 54o BW �' LOT z9 . (7 w w z ¢ w
s ----
- - - - - - - - D.B.PG. z
PROPOSED zo' PUBLIC - > ^ ^ o m w
RPROPOSED PRIVATEOOF DRAIN SYSTEM \fiT�HL� �� ���E� 3 �DRAINAGE EASEMENT w o
- /
_ 3
1
_ / /r n D.B._PG._ o
PROPOSED WALL / \ V� �FFE=528.67 m w m
PROPOSED 1o' PRIVATE o 24.4��, y GAR=5z6.67 YD-1g >
D.B.PG.
w�s�
\ + �524 LOT 30 \
- (MAX. HEIGHT=S') \ DRAINAGE EASEMENT
ENT � PROPOSED RETAINING WALL EASEMENT �� � ' • � � 3 Y� a � - � � � � � � �
33 / / OJ N CS N N N N
W - - _ •c S - �- / LJ .�i N M
W
CD
. I \ ti M M N w
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52 /
43 PROPOSED PUBLIC DRAINAGE
o \
o _ ; &SWM EASEMENT L9
� •'� 1 D.B. PG. v � \
- - v �� PROPOSED \ \
\ PROPOSED 20' PUBLIC SWM FACILITY \ \
DRAINAGE EASEMENT \ 41 Q
D.B.PG. 4° 2 \ / CY J
_ -
\ \
� •. .. z 39 Sa SWM _ _ _ � N
I �
\ I /'
. LL
38B \ PROPOSED VDOT STD. ES-1� _
° yti 51 WITH RIPRAP OUTFALL / - _ - C`')
\ \ \ \ I I I PROPOSED DOGHOUSE / o V 47
MANHOLE CONNECTION ^ �c� z \ _
\ \ \ \ \ I \ 4z6 Szz------------ - C3)
J
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\ 4 :}
\ \ I\ I 49 04
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r / e 3i _ - - --- Q
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\ \ \ \ _ _ - --- -
\ o -rl 38 So a / J 0 J
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1
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+ TIE-IN TO EXISTING 24" RCP CULVERT / W O
AR RI \ WITH PROPOSED DOGHOUSE MANHOLE - - - �
_BERKM 1403- - - - _ _ - J
wSTATE R_ E \ - _ � Q Q
Q
w
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W
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\ / Z\ A V - v o
GRAPH�C SCALE �\ \ 0 C)
30 0 1 30 60 120 \ \ J �� � O
IN FEET ) ��� I u
inch = 30 ft. hA I b
519 I 0 w
\ o w
a V,
JOB NO.
182152
SCALE
1" = 30�
to 1` SHEET O.
I� 1 1 7
Tvv
H0
SCOTT R. LLINS'Z
C) No. 35791 �
`6 11/23/20 ,�
\ PROPOSED VDOT STD. ES-i \ L
\ \ \ 0
\ w �
YD-9 �6' w - - - - /
CULVERT /
PROPOSED io' PRIVATE N PROPOSED VDOT STD. ES-1
DRAINAGE EASEMENT ° / h/ r 2° WITH RIPRAP OUTFALL
D.B.PG. LOT 6
PROPOSED PRIVATE YARD FFE=57z.5o V \ \
& ROOF DRAIN SYSTEM GAR=57z.00
\-
/ O
YD-8
/ FFE=572.50 \ A 6 w A A A- w
GAR=572.00 �4% V \ U
w
7z o 4 LO 5 4 s� '� / s / / _\✓ \ z .6
LOT � 67n+75
s _
\ FFE=572.50 ... - �/ ST ��� / \ �/� g Lu
\ / GAR=572.00
Vl w
LOT 7Zo v~i o
FFE=570.83 6.o Oy ��� / a Z Q
6. U
95
\ LOT 8
/ \ 57 30 ^i • \ S FFE=57o.i7 Z
VJ
/ YD-7 �7: iR 3 3.8 GAR=56g.67 \ \ O -PROPOSED io' PRIVATE \ _ 0 E Z
RAINAGE EASEMENT \ LnCO
n YD
7 \ i6 _ / \ D.B.PG. \ \ / w J o -i
14xo FFE=569.5o YD-i5
/ o �' \ S o GAR=569.00 \ 6 6 _�\� PROPOSED PRIVATE YARD
OT 5 7. 0 6 4 & ROOF DRAIN SYSTEM \ w
LOT s / ° a•7a \ 9 co
LOT 10 \ - - - 6yo - - 56� 0�
\ FFE=572.67 -
o: 3x_So \ \ . , FFE=568.83 \ \\ ty \ w
L GAR=572.27
GAR=568.33
\ S \ \
LO 2 y v v .' 35 \ LOT 11 �v oy
FFE=s7a.00 o. ''x0 V / LOT 12 V 6� \ w
FFE=57i.5o �� * FFE=568.i7 LOT 13 LOT 1 \ \
- 56775 i 4S GAR=567.67 4 LOT 15 \ O \ \
° LOT 16
5.o 56567 FFE=565.0o FFE= 6 6 7 / !y
\ �
3.0% \ ?,%9�\ \ i.•. ; GAR=565.0o FFE=LOT 1 3
\ - / .. : , - \ 9 \ •' , a I GAR=563.67 GAR=563.00 GA =5 FFE=562.33 I
537
\ R 6i.67 /
FFE=572.00 s EP � •, S , \ � � GAR=56o.33 FFE=56i.00 > /
O
OT 1 -§fir} - ssi Tc ss9GAR=s7i.5o _ � r�,p�se�:Bo , \ � o
d / EXIST_
YD 5 6.0 CEMETIA Y x°\\\ 6 Eo ) -�_ FFE=56o.33 \ 6 ti V m
/ 4 I o 6.z / // / -- 15 9° -- tl ` OGT = 8.33
\ -�- E II 66aTC ZO > - f6.6% - ----J4 zn/o -�___ _ ___ �5J% ___ +5.7°0 18
\ \ XISTI i
\ i67 1 a8 EMET
• 'S63'y- TC_ 5@3 zo a '
--.-- •--_ - - /fo/ .FFE-5 8 33
- 61sa
560 T 1g
iL9
/
PROPOSED RETAINING WALL EASEMENT
\ \ 6 \ I l \. °..d 636EP 56TaoFL 36. 5699n L ,.3 6 b3P FFE= 6. \ D.B.PG. /
\ 'S . �i 5639T� 563.zEP 56z.o5FL 558.6o L 55 55 33 z. -
S'6•> \ \ 6 n \ \ 563.a EP 56z.5oFL. --I� --- GAR=55433 \ ` W
o'\ FFE=568.i7 s63.5 Tc �, -1 _ � - r
\1 GAR=567.67 C -� - -� 564.iTc- -i�EMP R TIET-i6+So .�oN---i6+o0--co 34'4 5. o.8 ,n \ ti
\ \ LOT 52 5 6.95 L L 20 °�° I PROPOSED WALL \ C�
I Mil+So'} by - i7+0o-�48, PUBLI R1W) 5 (MAX.HEIGH =5 \
\ I 6z Tc zS*So GAR5552333 T )� W ('V
1 y 563aEP. 6z8 �- - A
EP 562.,5 s a / L T 21 S? `� .4
FFE=566.i7 6 : o I � 36407,�. � » \
GAR 6 5
.6 5 7 _
c
4
\ li --- � \ � _.r. 75. �. -. FFE=553.00
\ \ 1 LOT 51 34B O 3 5 7 FL t z' \ % GAR=55i.00
- T Q
3 n LO 22 \ N
_ 6.1%u FFE=564.67 I i \� \ \ YD-11 \ _i C)
\ LOT O 5 5 GAR=564.0o PROPOSED 10' PRIVATE \ 5 \ LOT 2
\ �\ 5 56 i 56255 DRAIN AGEEASEMENT N
FFE=56y.83 61 b GARS .00 / PROPOSED GRADE IN EXCESS (V
GAR=56433 5� : FL D.B. PG. _ OF 1 CONSERVATION MIX
9 -
\V /. .��� So90 49 o 4/ Y REQUIRED
OT 45 v� _ V PROPOSED z0' PUBLIC, RE IRED (SEE LANDSCAPING Q W
D io
t3 _ P62.83 ROPOSED PRIVATE /�� so N SEMEN ��k PLAN SHEET 19 FOR DETAILS)
49 GAR FFE=556z.33 ROOF DRAIN SYSTEM 5 "•.. 30 DRAINAGE A PLEA T / L. \ ®� L Q
-•
\ \ \ 1 FFE=563 So .S FL Ii I �C/. %, \ 549.z - / .... L \ \ J V /
GAR=563.00 a
\ YD-3 \ PROPOSED PRIVATE YARD rv� 30ia k5o L L \ J
\ 1 1 & ROOF DRAIN SYSTEM m LOT 44 z8A y5 L \ \ > < Lij
F E= 61. o aaoE ./. 2a ------ �l
a.g 5 5 I PROPOSED YARD DRAIN 1 s 83Tc 7
LOT 48 2Z I 560. ° G R=56i.00 / Z
\ FFE=562.17 - �56 7 L PROPOSED WALL s-5y7o 2R z86 - L
o ° \ F1 Q
GAR=561.67 - I- (MAX. HEIGHT=3') - 5\ sasiEP 15x�o �\ ~ LL Z
53 W z a I FFE= 60.8
• N LOT 47 ` o A_ _ GAR=56o. 3� i08 -A i e
� o i :• •-_ . _ .. _ -' ' � / PROPOSED RETAINING WALL EASEMENT
\ 1 FFE=moo 6. % Z + - 3- % I -PROPOSED z0' PUBLIC I _ 14x50\ / 7 / \ D._B. PG. Q O Q
GAR= 61.00 E 5 \
5 0 55g6 DRAINAGEEASEMENT U 0 wx
\ PROPOSED zo' PUBLIC 90 FL D.B.PG. yy. EP sa3 P z5 / W
DRAINAGE EASEMENT _ ss T s44o P o 544 \ z6 FFE= i.I
J
'
D.B.-PG._ _ - rrP1JBLI W� sr43 i rn1
V
\ YD-2 �� . _ �;; _ • - +ooD.B•_PG.
s o
\ 5 EP .. T hsa 3 . \ n PROPOSOED zo' PUBLIC w
560 0 • ' 559.8 EP 558.0 -'--- 12+50 - p
Lu z
\ \ - - s- Sri a DRAINAGE EASEMENT
\ � � D.B.PG. PROPOSED WALL D
FFE=53933 'k (MAX. HEIGHT=z' UQ
i
\ % PROPOSED 1o' PRIVATE ss9s EP�ii+oo 0 14 � -' ` sasa8_ AR=53733 u
6 2 559 6 TC O _ _ �P1q- 5531:- 7.bk S 97 • , n
\ DRAINAGEEASEMENT 56o7EP 611+50 55.6o C� iz - \ LOT25 c
\ D.B.PG. 0 56 orc W 977 --- \ \ YD-z1� w Q
\ \ 10, N�10+50 '-• . Sy-� _ - - -� ' - -4z�I� LOT 26 \ w 5 -
\ 59. o , .� _ I -`� 6.i% ' 'I __i-4'S% .�� ° FFE=53733 \ \i \
I
AR=53533
PROPOSED WALL co L.L
\ \ \ 4.z°h ' _ q 5g4 3s (MAX. HEIGHT=6') w
\ 3 04.�% _ I 6 of 1\ 1 \ PROPOSED io' PRI
\ \ ( DRAINAGE EASEM LL.]
- I I L, i \I D.B.PG.
FFE= 46.8 FFE=54550 �( O _ PROPOSED PRIVATE YARD
\ \ I FFE=547So 5 3 GAR=545.0o N 5307 31 5 \ \ \ I FFE=5493o GAR=54633 � &ROOF DRAIN SYSTEM
FFE= i z I GAR=549.0o GAR=547.0o LOT 1 I F.. I FFE=534�67 \ \ \ �
\ FFE=553.z5 55 5 LOT LOT 32 3 I GAR=532.67 YD-zo �° _/
\ \ \ GAR=55oJ5 I LOT 33 LOT 2 \ �� o
j ' oFFE=ss5�z5 GAR=SSz�7s 34 �\ � -
FFE=557z5 1
\ FFE=56o.0o FFE=55933 I GAR=554J5 LOT 6 LOT � PROPOSED WALLI 7 s3 �s \ ON
FFE=56o.67 559.So GAR=558.83 GAR=556J5 LOT 3 35 ,. 5 _
FFE=56i.33 GAR= _
\ - 0
GAR=56o.83 GAR=5bo.17 LOT Q LOT LOT 38 37 (MAX. HEIGHT=4') \ -
LOT 2 LOT 41 4 39 I I \ /5435 o uz
\ \ \ 4 / / / �y, GAR553o67 \
i�LOT 28
+
sse - _ - �/ 4 - g \ Lu
\-�_ / 4 -J - I FFE=530.67 I I °�4 \/ a U)
/ I GG A--HfC- SCALE / I'_' GAR=5z8.67
- 55yTw ss3 s ss38W ss1 48 545 s4z PROPOSED RETAINING WALL EASEMENT / __ I \� JOB NO.
`s s - s4°Bw _ LOT 29 \
-o 0 u s0 60 ` iz0 - , PROPOSED 20' PUBLIC 182152
DRAINAGE EASEMENT \ 1
PROPOSEDPRIVATE A CT HLINE - SEE SHEET7_53( Ln D.B. PG. \
IN FEET) PROPOSED WALL ROOF DRAIN SYSTEM ■ ■ �■ / / o FFE=528.67
I I ` 1 inch = 30 ft. (MAX.') PROPOSED 10' PRIVATE PROPOSED RETAINING WALL EASEMENT + 24 5? _ 8 GAR=526.67 \ I YD lg
MAX. HEIGHT= °n
V // DRAINAGE EASEMENT D.B.PG. 5z3 0 V LOT 30
D. B.PG.
A
SCALE
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 INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY.
THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN
i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED.
ADVANCE OF THE START OF CONSTRUCTION.
2.
UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL
ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED.
HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE
SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED
iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED
PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR
BASE MATERIALS.
APPROVAL.
,
3.
SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN
EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO
iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE
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
_
--1\
FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT
DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND
SHOWN WHEN THE OPINION THE COUNTY ENGINEER OR DESIGNEE IT DEEMED NECESSARY. WHEN
MOISTURE TE T AND THEPLA PLACEMENT OF COURSE NA POSSIBLE.
TESTS C O G COU S S SOON S OSS
i I
/
L
GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE
R O
�� ) � j) \ ,'', - • `
FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET.
vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL
5.
WHERE URBAN CROSS SECTIONS ARE INSTALLED ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT
INSPECTION.
--_�-- I
CG-9(A, B OR C).
6.
WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT
vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OF THE
STANDARD PE-1.
ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION.
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
AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE
-
PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL
MAINTENANCE.
BE NULL AND VOID.
9.
ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC
CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND
RWSA GENERAL WATER & SANITARY SEWER NOTES (APRIL 2016)
1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE
MANUAL.
10.
TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN,
GENERAL WATER AND SEWER DESIGN AND CONSTRUCTION STANDARDS - VERSION 1.0, ADOPTED IN
DECEMBER 2015, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES.
/ �\
IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE
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).
7
/
12.
VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL
4. RWSA ENGINEER (VICTORIA FORT AT (434) 977-2970 EXT. 205) SHALL BE NOTIFIED THREE BUSINESS DAYS
CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES.
PRIOR TO THE START OF CONSTRUCTION.
13.
A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED
5. ALL WORK IS SUBJECT TO INSPECTION BY RWSA STAFF. NO TIE-INS TO THE EXISTING SYSTEM SHALL BE
INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE
WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT.
MADE WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK SHALL BE
OF 2" R
\
CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR HOLIDAYS WITHOUT SPECIAL WRITTEN PERMISSION
CURB
ROAD NOTES
FROM RWSA.
6"
6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE
. '•
GRADING:
EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE -TESTED BEFORE A CONNECTION IS
`'•�. , , 1 "• 1'
`
MADE TO THE SYSTEM.
13"
,
1.
THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA
4
\
OF ANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS
7. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT THE TIME
~ •. •, �^
OFPTHISJPROJECTENT
OF DESIGN AND IS NOT NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR SHALL BE
, :•. ;. 5 .'• ••:?.:,: <
2NECESSARY"
WHEREUNSUITABLE MATERIAL ENCOUNTERED �R ENTIRE R
ROADWAY, SHALL REMOVEDOAD
RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION SIZE AND DEPTH OF ALL EXISTING UTILITIES
BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF
TRIP GE RATI
OFWAY WIDTH AND REPLACEDWHERENECESS RY WITH UI ABLEMATERIALTOTHE SATISFACTION
MIN.
-
ENGINEER.
ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE
-
SCALE: 1"- 80'
3.
ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER
DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES, WHETHER
1 6" 2
SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE
DOT #57,#68, OR #78
TH 0 !l
o ,
SCOTT R. LLINSZ
U No. 35791 ,�
0 11/23/20�i
IONAL
:
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TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED.
CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER.
STANDARD CG-B
STONE BASE UNDER CURB
4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION
DRY CURB & GUTTER
& CHECKED BY VDOT
Pavement Design
OF THE SUBGRADE.
8. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT
PRIOR TO PAVING AND/OR
WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. NO GRADING SHALL BE PERMITTED IN THE RWSA
NO SCALE
BACKFILLING.
RF= 1.0
DRAINAGE:
EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING.
Location
ADT
HCV
Design
CBR
SSV
Dr
Surface h a
Base b a
Sub -base h a
Dp
1. ALL PIPE CULVERTS EXCEPT PRIVATE ENTRANCES SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF
9. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN
2.
3.
ONE (1) FOOT.
STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE
FIELD CONDITIONS INDICATE.
ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM
DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF
TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS.
PERMISSION AND RWSA APPROVAL OF THE BLASTING PLAN. GROUND MONITORING DURING BLASTING
AND A PRE -BLAST SURVEY MAY BE REQUIRED. FOR BLASTING WITHIN 100 FEET OF ANY OPERATIVE RWSA
SEWERLINES, BYPASS PUMPING AND/OR PRE- AND POST -CCTV MAY BE REQUIRED. RWSA MAY ALSO
REQUIRE CERTIFICATION FROM A LICENSED PROFESSIONAL ENGINEER STATING THAT THE PROPOSED
BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES. DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL
BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE
OWNER.
(VARIABLE WIDTH)
AT
Empire Street Public Road 500 2 520 4 4 12.48 SM-9.5
mP ( )
Swede Street (Public Road) 200 2 220 4 4 9.49 SM-9.5
Marsac Street (Public Road) 200 2 220 4 4 9.49 SM-9.5
1.5 2.25 BM-25 3 2.25 21A 6 0.6 13.73
1.5 2.25 BM-25 3 2.25 21A 6 0.6 13.73
1.5 2.25 BM-25 3 2.25 21 A 6 0.6 13.73
w
tE
0
o
o
0
o
(�
o
M
Do
N
N
r4
4.
ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGEWP-2
10.
THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS.
NOTE: PAVEMENT DESIGN FOR NEW SUBDIVISION STREETS SHALL BE
EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE.
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
L9
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 TO THE SPRINGLINE of THE EXISTING PIPE.
NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TREATED, CHLORINATED, FLUSHED AND HAVE
/ / / • . ,,
"' <' \%\\%\\%\%\\%
/i\/\\ '%/i
MATERIAL AT THE TIME OF CONSTRUCTION.
ADJACENT TRAVEL LADE ASPHALT PAVEMENT WIDENING
BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR
2"x
ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION.
WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER
.\,\,
EDGE OF EXISING PAVEMENT
As DETERMINED IN FIELD)
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
M
PLACED.
PREVENT ANY CONTAMINATION OF THE PUBLIC WATER SYSTEM.
TRIP GENERATION CALCULATIONS
TAG( COAT THE PROPOSED
3.
TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION
12.
ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW
CONCRETE SIDEWALK
CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS
M
FOR TYPE I, u, OR III PRIOR To PLACING AGGREGATE BASE.
FACILITIES INTO SERVICE.
NO SCALE
TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (1oTH EDITION)
--------------
0')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
EX STING SUBBASE PROPOSED SUBBASE
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.
COMPACTED SUBGRADE
m
14.
TREES ARE NOT PERMITTED IN THE RWSA EASEMENT.
ADT: 381 VPD (19o.5 ENTER/ 190.5 EXIT)
17
CONSTRUCTION JOINT DETAIL
ALBEMARLE COUNTY
GENERAL CONSTRUCTION NOTES
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXIS77NG PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY
EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 7RANSPORTA77ON (VDOT). THIS
PLAN AS DRAWN MAY NOT ACCURA7ELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES
OCCUR 7HE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2 ALL MATERIALS AND CONSTRUC77ON METHODS SHALL CONFORM TO CURRENT SPECIFICA77ONS AND STANDARDS OF
VDOT UNLESS OTHERWISE N07ED.
3, EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WI7H THE APPROVED EROSION
CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2.' 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES
OF 3.-1 OR BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY
ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
7. ALL 7RAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM 7RAFRC CON7ROL DEVICES
8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLA77ON MUST COMPLY WITH OSHA STANDARDS FOR 7HE
CONS77?UC77ON INDUSTRY (29 CFR PART 1926). RAW
Swede Street
STA
10+00- 10+11
54' ROW Section
No Parking
10+11-10+62
54' ROW Section
Parking 1 Side
10+62-11+18
54' ROW Section
No Parking
11+18- 12+65
48' ROW Section
No Parking
12+65- 14+00
54' ROW Section
Parking 1Side
14+00-15+72
48' ROW Section
No Parking
Empire Street
STA
10+00-16+30
48' ROW Section
No Parking
16+30-16+90
54' ROW Section
Parking 1Side
16+90-17+31
60' ROW Section
Parking 2Sides
17+31-17+76
48' ROW Section
No Parking
Marsac Street
STA
10+W-12+23
48' ROW Section
No Parking
12+23 -12+87
54' ROW Section
IParking 1 Side
12+87-14+32
48' ROW Section
INo Parking
22 ACCESS EASEMENT AM PEAK: 24 VPH (6 ENTER/ 18 EXIT) Z
N
REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS
PM PEAK: z9 VPH (18 ENTER/ 11 EXIT) ® O Q
® INT OF PROPOSED MINIMUM 1 %, INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5)
CAL FION SHED GRADE x MNMJM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS N
SURFACE PAVEMENT TOP AS DETERMINED BY CORES (SEE NOTE 3) \ V
SM-9.5
114": 1' 114": 1' OF 4 7 2" R
CURB Q �..�
NOTES >
� �000 � � � � \ \ \ \ \ • � SURFACE COURSE 1. ASPHALT PAVEMENT WIDENING SHILL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 000 OgyM \/\\/\\/\\/A 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT.
BASE COURSE /\\/\\//\/ 6" SUBSURFACE MANAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. w
21A STONE BASE o ��// z 1 "' 1 NTERMEDIATE COURSE 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING V /
' S PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 5DO FEET APART.
TO'� to' 13" .a 6" COMPACTED AGGREGATE
4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 /p INCHES AND REPLACED WITH NJ AA110.T SU(FACE COURSE TO MATCH THE
(TRAVEL LANE) (TRAVEL LANE) • . A 7" BASE COURSE, VDOT /21A PROPOSED PAVEMENT WIDENING SURFACE COURSE,UNLESS WNVED BY THE ENGINEER. \�\
2D' E P-E/P ." OR216 DEPENDING ON \THETHE /
ULTIMATE TRAFFIC LIMITS /�\/ /�\/\// /\ // 5 AND EFFECTIVESURFACEREQUIRE DRAINAGE.IWNG DEPTH OF THE EXISTING PAVEMENT TO E ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE U) 1
AND UNDERDRAINS S. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PRC.ECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. L I Z J�
6" C 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REOUREMENTS OF SECTION 315 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS EMERGENCY ACCESS ROAD OMPACTED AT TIE-IN LOCATIONS SHALL BE TESTED LEND A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THE ~� Q
NO SCALE MIN. SUBGRADE SPECIFICATIONS. U-
w
1' 6" 2' ASPHALT PAVING - ROADS Or
RAW
STANDARD 6
DOT #57,#68, OR #78 NO SCALE -1 0
CG
C�
- STONE BASE UNDER CURB
�
l
5' WDE CONCRETE CURBC& GUTTER
SIDEWALK
POINT OF
FINISHED GRADE CURB & GUTTER 5' WIDE CONCRETE
SIDEWALK
CURB & GUTTER & CHECKED BY VDOT
Q
^x
W
3•�
EXIST. GROUND
2x
SURFACE
zx
3:t �
EXIST. GROUN
NO SCALE PRIOR TO PAVING AND/OR
BACKFILLING.
lvOOT
ASPHALT PAVEMENT WIDENING
SREFERENCEN
U
O
zx
2%
3
ROAD AND BRIDGE STANDARDS
W
GROUND
EXIST. GROUND
GROUND
3a SHEET t OF I REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 315 I J
6' PLANTING •'•• °, ,w3,D2 VIRGINIA DEPARTMENT OF TRANSPOR-ATION
- - STRIP 6' PLANTING O
4' VDOT 21A a' STONE Er a' 4D0T STRIP 4' VDOT _
STONE BAS£ 1A BASE SU@@A$E SSE STONE BASE \ WIDTH NOTE: WHEN A PEDESTRIAN ACCESS ROUTE GG 11 ' ' 1 LU
EXIST. GROUND Bq5 BASE EXIST. GROUND ENTRANCE - CROSSES A CallRCUL ENTRANCE I-
5 fi 2. 2.5 6 5 C THE CROSS SLOPE SHALL BE V. FOR
0.5 10 101 05 LIMITS OF PED. R4! 1 LIMITS OF ;:Dj
I I A WIDTH OF 5 FEET.
(TRAVEL LANE) (TRAVEL LANE) ACCESS ROUTE ® ' ACCESS ROI 3 I 'A� -STREET APPROACH SAME SURFACING GENERAL NOTES O
NON -TRAVERSABLE ! (RAMS TO BE AS c AS MAINLINE ROADWAY TEE NOTE 3)
I I WIDTH OF ENTRMICE UNPAVED SPACE UNPAVED
24' F/C-F/C �I SHOWN ON PLANS) A 1. WHEN USED IN CONJUNCTION WITH STANDARD CG-3
fRADWS TO BE AS OR CG-7 THE CURB FACE ON THE STANDARD IS TO
48' EMS7NG OR PROPOSED EXPANSION JOINT 5 - - - - - - -1 SHOWN ON PLANS) BE ADJUSTED TO MATCH THE MOUNTABLE WRB in
R/W SIDEWALK OR SIDEWALK SPACE QQ WIDTH OF CG-2 OR CG-6 1 CONFIGURATION.
NOTE: 6' BUMP -OUTS FOR ONSTREET PARKING ARE i ENTRANCE j r 1 --
TYPICAL NEIGfIBORH00D STREET SECTION (48 PUBLIC RI#r) PROVIDED CREATING 8' ON -STREET PARKING SPACES. SEE F 2, O, F / 2. SEE STANDARD CO-12 FOR CURB RAMP DESIGN TO RE LLI Q
6?S--SSAR RESIDENTIAL cE J(IXED USE SUBDIVISION STREET DESIGN SPEED. R5 JfPlf PLAN SHEET FOR EXACT GEOMETRY OF ON -STREET --_ i D e soEwALK USED wrtH THIS STANDARD. 11 1
RAW CAL PARKING BUMP -OUTS. EXPANSION JgNT w LIMITS OF PED. LIMITS OF PED.® ISDEWALK I -- LLI
E E i CESS ROUTE ® NON -TRAVERSABLE ! ACCESS ROUTE NOTE 5> I OPTIONAL UNPAVED SPACE
CG-6 CG-6 e > 3. MARLINE PAVEMENT SHALL BE CONSTRUCTED TO THE
POINT OF L �� -- rn FLOW LINE R/W LINE (EXCEPT PINY SUBGRADE STABILIZATION � Y
4" CONCRETE CURB & GUTTER FINISHED GRADE CURB & GUTTER 4' CONCRETE RAW 8--+----- REWIRED FOR MAINLINE PAVEMENT WHICH CAN BE
SIDEWALK SIDEWALK ? Q w EXPANSION OMITTED IN THE ENTRANCE.) ,^
t o CURB INCLUDED N PEDESTRIAN ACCESS ROUTE DETAIL WITH & JOINT EXPANSION a VJ
SURFACE 3 ww 'P ./ ENTRANCE GUTTER rc I JOINT 4, RADIAL CURB OR COMBINATION CURB AND GUTTER
EXST. GROUND > C WITHOUT UNPAVED SPACE
2q° 2.i 2$ ?'4 a a i w NOTE: WIDTH "B- 2'-0" DR AS �w 4ANLINE ROADWAY SHALL
% EPTNTORBPTEMENTEPUOOSES. THE R/W LADELU
- $•7 �I^ Q w w ADDITIONAL RIGHT-OF-WAY IS RE RED F THE LIMITS - SHOWN ON TYPICAL SECTION. A
OF PEDESTRIAN ACCESS ROUTE EXTEND BEYOND
ED
6' PLANTING _I' '; 6' PLANTING a `} Flow LINE EXISTING OR PROPOSED VDOT RI T-0F WAY. I I PLAN VIEW ENTRANCE NOTES LL.I
4" WOT 21A STRIP 4" T a" LOOT STRIP 4" WOT 21A rc
STONE BASE 21 BASE 21A �w n S. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE
A� SUBBASE STONE BASE EXPANSION JOINT ENTRANCE WIDTH TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK
STONE STONE r DESIRABLE MINIMUM 16' • e. . e, • s. N
SE EXIST. GROUND c ABSOLUTE MINIMUM 12' ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS MAINLINE ROADWAY�ONLY)
TRAFFIC, THE DEPTH FOR SIDEWALK M CURB RAMPS LL
5 6 B25 6 )0' 10 B2 6 5 ;O UNOBSTRUCTED STABLE, FIRM ARID SLIP RESISTANT 4,o•?•ovo 10'PARABOLIC CURVE (ENTRANCE INCREASED LIMITS
ITS OF THE RAOISHOULD BE
0.5 (PARKING LANE) 0.5 PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A yo ooeo4 • • b
(TRAVEL LANE) (TRAVEL LANE) FACILITY THAT CIA BE APPROACHED, ENTERED AND EDGE OF PAVEMENT ORBz _
LIED BY PEDESTRIANS. F ACCESS ROUTE IS ADJACENT OPTIONAL FLOW LIRE GRADE CHANCE ® 0 S. LINE I ME TO ABDICATE WHEN CONSTRUCTION RAN OF A FLOW ! n
EDGE OF PAVEMENT TO BACK OF CURB, MINIMUM WIDTH SHOULD BE 6'. SECTION F-F D (SEE LINE N REWIRED TO PROVIDE POSITIVE DRANADE ACROSS v
4' MAINLINE ROADWAY - -' - - - - - - - - -NOTE 71 THE ENTRANCE.
4" CONCRETE
SIDEWALK
6' PLANTING
4' VDOT A STRIP
STONE BASE2f
EXIST. GROUND
0.5 5-
R/W
TYPICAL NEIGHBORHOOD STREET SECTION (54' PUBLIC R11F)
OS--SSAR RESIDENTIAL & JfIXED USE SUBDIVISION STREET DESIGN SPEED.• R5 JlPfl
PARKING ON ONE SIDE ONLY
CC-6 C POINT OF CG-6
CURB & GUTTER FINISHED GRADE CURB & GUTTER
SURFACE
2R 2%
S770NEr BASE SUBBASE 4 2 E
_ ti 10,
fi
ST
(PARKING LANE) (TRAVEL LANE) (TRAVELL LANE) (PARKING LANE)
60,
TYPICAL NEIGHBORHOOD STREET SUCTION (60' PUBLIC R%IY)
OS--SSAR RESIDENTIAL & Jf1,YED USE SUBDIVISION STREET DESIGN SPEED.• 25 JfPll
PARKING TWO SIDES
4' CONCRETE
SIDEWALK
6' PLANTING
STRIP 4' VDOT 21A
STONE BASE
-6 5 0.5
HALF PLAN
C F F PEDESTRIAN ACCESS ROUTES ®ARE BEING
2- 0..
8x MAX. D
GRADE CHANGE ®
7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES
0" ME LISTED IN THE ALLOWABLE ENTRANCE GRADE
O
PROVIDED, A MINIMUM 4' TRAVERSFF�BLE WIDTH
IS REQUIRED WITH A MAX. 21.. CROSS SLOPE.
'III
6
TABLE. THEE VALUES ATE NOT APPLCABLE TO STREET
U.p,
Q
5'M
CONNECTIONS.
N
' M•
e,
2D'MINIOM FOR
COMMERCIAL ENTRANCE
INTERSECTION NOTES
WHEN USED - CHE CUR F WITH STANDARD
OR LG-T THE LURE FACE ON THIS
PNiAD LIC
.'�, .'p, ,'p
® CONSTRUCT GRACE CHANGES WITH A PARABOLIC CURVE.
B. CONNNECTIONI MUSE BE DESIGNED IN ACCORDANCE WITH
AN SOWADEN
STANDARD IS TO BE ADJUSTED TO MATCH TIE
STA
ARSHTO POLICY AND APPLICABLE REQUIREMENTS
UR E
MOUNTABLE CURB CONFIGURATION.
�o S4?o4e4e
SECTION A - A
STOPPING
OFDESIGN STOPPING
gSVDOT
II-U!F
e
TA4CEPoAND K VIALUE REQUIREMENTS.G
NORMAL GUTTER ®
I
___---
®
x x
SECTION E E
B. OPTIONAL FLOMINE MAY REWIRE WARPING OF A
e• �•
---------- - X X
+"r
�oTSSH TOF HE INTER ECTIONROVDE POSITIVE DRAINAGE
EXIST. GROUND
•�.�
• e.
6. • e. • n. •
.e. b, .q.4,e
4 °""�
)FOX TO 10% CHANGE
1' - 3"
JIB-I2
B
U
w
�04
�'4•Y>'o§.g 04`e "�
'=44:
LLAss A3 a.ESJ coNc.
ALLOWABLE ENTRANCE GRADE CHANGES
e'"4a
O
W
6 AGGR. BASE TYPE I SIZE 21B
• M,
A.
1 .Y
I
5..0..
I
® POINT OF GRADE CRINGE
'n•'°
CLASS A3
�,e. M.i,4i•e
12R MA%. SLOPE
5'-q•
•i.
IH.E.5.1
--
CONCRETE
°•
EXIST. GROUND
FOfl CURB PfD GUTTER ONLY
N
•'e. e. • e.
FOR SIDEWALK CURB AMID GUTTER
x x 12 R MAXIMUM INCREASE N SLOPE AT MINIMUM 10- INTERVALS
oq bo•o
WILL CONCURRENTLY
b4o4 e4a
SECTION C-C
ENTRANCE VOLUME
GRACE CHANGE
DESFUBLE MAXIMUM
NL
MORE THAN 1500 VPD
OX
}X
MEDIUM
500-15GO VPD
53%
8X
LOW
LESS THA4 50a VPO
S B R
e X
CL (n
JOB NO.
182152
x x x 3 X MAXIMUM DECREASE IN SLOPE FOR FIRST
SECTION C-C
10' INTERVAL AND
NOTE:
ALLOWABLE ENTRANCE GRADE TABLE IS NOT
SCALE
B X MAXIMUM DECREASE FOR SUCCEEDING MINIMUM D' INTERVALS SECTION D-D
APPLICABLE TO STREET CONNECTIONS
•III
8Q1
SPECIE ON
REFERENCE
STANDARD ENTRANCE GUTTER
`
V��T
SPEFE REFERENCE
REFERENCE
METHOD OF TREATMENT
"`VAT
- O
BOA) AND BRIDGE STANDARDS
ROAD AND BRIDGE STANDARDS
SHEET NO.
502
REVISION DATE
07/1%
SHEET 1 OF 1
502
(CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL
ENTRANCES)
REVISION DATE sHEET 1 of 1
07115
9
VIRGINIA DEPARTMENT OF TRANSPCRTATION
20302
VIRGINIA DEPARTMENT OF TRANSPORTATION
2(1 .04
45'
SEWER SERVICE LATERAL CONNECTION NOTES: wOT CLASS t qT2 ASIM MO AND HER NUT' PLACE 5' GALVANIZED "WITNESS " Posi W1H 1H 0 J,
to
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 0 MIN ME EYE) 1. WHERE A SEWER SERVICE LATERAL CONNECTS A q MANHOLE RIPRAPASTM
AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS 1
INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE /
LATERAL PIPE SHALL BE AT LEAST 0.2- HIGHER THAN THE 2'-0" 5' �, ° uwgsruRem uRtH uNDlsruRBm
TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED --F-" �- AIL (iYP CAPPED ENDS PAINTED BLUE IN REMOTE AREAS
TO THE MANHOLE. I/; aLL-THaFaaO Coo 0 ) NOTE: HYDRANT MUST BE AS DIRECTED. MARKER LOCATION MAY BE SUBJECT EQUIPPED WITH CHARLOTTES- 'v TO HIGHWAY DEPARTMENT APPROVAL.
2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL 6" 8,�4" 1 a" NATAL BACKFlLL a24 IN 9" 4, A jE;q: ,WAS MAIN WLLE THREADS WHICH IS
THE LOCAL STANDARD. SCOTT R. LINS�I
FlNISHED GRADE BE CONNECTED USING A PIPE SADDLE. 8' PIPE 8" VDOT NO 7 MIN MIN.3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% STONE BEDDING MIN. MIN. ` P ® LENGTH OF BRANCH VARIES
(1/4" PER F00T) -6" BEDDING VALUE -/` m; No. 357916' MIN2'11/23/20 c>;,s" :rd';2F #68 STONE p / (270'J � 4'4- ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN PIPE * STABLE SOIL 24"MIN 18"-22" O+t' ' z
DIAMETER OF 4". D.D. ROCK �, UNWSRIRBEO EARtH PLAN 7 CU. FL ALVE BOX I ADJUSTABLE TRAFFIC RATED ASS ,y('yl Z_
5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 12" * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL FOR ALL BENDS FOR TEE OR WYE FITTINGS I II w
�68 STONE II VALVE BDX W/ LID IONAL F'
SECTION A -A z z OF 3 FEET. STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND WIDEN TRENCH TO - •r Cuss A-J cokcRElE
NOT TO SCALE ACCOMMODATE MIN '+):�. `± MEGA_LUC 6" GATE N W
CONCRETE ENCASEMENT THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF ANCHOR IF 42"MIN VALVE Z
CD
SALT #68 STONE."'
TREATED REQUIRED. ,
2 x 4 m4(n M `•v s(9. il. a" X 6" z FINISHED GROUND MARKER LENGTH (VARIES) J
MATCH EXIs➢TUG PROFILE / FOUNDATION IN POOR SOIL UNDER -CUT CONDITION RREQUIRED I P•. 18 - •� 250E P.S.I. CONCRETE ?' TEE a
EXCEPT WHERE SLOPE OF f-'MAX. ° "'" d x MIN`' .. BASE AND THRUST (,"'y.•�
BANK EXCEEDS 1 TO 1 1 PLUG 8" ELEVATION BLOCK AGAINST ___ U
A UNDISTURBED u UNDISTURBED STABLE M.J. GATE VALVE (n o
..r. qq
\\ MIN N71 SOIL STEEL PILE [.:'; Z
\ / 4 INITIAL BACKFILL T i TEN ----- 2 w
4 I RESTRAINED JOINT FITTINGS _-__-
UNSTABLE B" B" MIN WIDTH NIN WHEN THE SOIL IS DISTURBED OR WHEN
a" 6- SECTION 1-1 SECTION 2-2 A HYDRANT IS LOCATED IN A FILL, IN ADDITION 2 o
PLUG END OF SOIL\ MIN. MIN MIN #68 STONE TO POURING CONCRETE, A STEEL PILE SHALL
MAIN LINE SERVICE LATERAL .'3:U' MIN. '• •' ' �" 'T' -GRANULAR FILL AS .r' BE USED AS ADDITIONAL SUPPORT. O O
SECTION ;h::.:R"s '
• i:•' APPROVED BY ACSA ^v . { n? PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS CU. w
H y
SIZE OF FEE CU.YD. ( W.YD. - ___ INE
�� � \ WATER L U W 451)'D" TA L I cK STABLE SOIL OR ROCK, BEND L H T L H T b w
90 2.00 2.25 16 0.15 NOTE I J z � U
4" & 6" 200 2.00 260 OATS 2,00 2.25 2.50 OATS I 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CIXNCREIE. 2500 P.S.I. a
.iD:: :'`:'•:•:.. •••r:': F'C: :. ;;::i:. 22 1/2 7.50 2.00 252 0.10
NOTE 11 1/4 1.50 200 250 0.10 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT CONCRETE _g W O'
4 2'x 2' BEARING AREA. (.D x
UNDISTURBED 1. NO ROCKS SHALL BE ALLOWED WITHIN 24° OF THE WATER LINES, so 3.68 3.16 3.27 0.48 5Ecm8 ( INCLUDING DITCHES ) THRUST BLOCK � W Z m
MATERIAL A 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED 8" 45 2.66 266 2-77 0.26 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND - ' G ' a. JU
ABOVE THE INITIAL BACKFILL 22 1/2 tss z.t6 26s o.13 3.16 2s1 26fi 0.32 NOTE: VALVE BOX. z p w
11 1/4 1.66 216 2.67 0.13 1. ALL RODS AND FASTENERS SNARL BE GIVEN TWO COATS OF ASPHALTN PAINT AFTER ASSEMBLY. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. .4 a Z O J Z W
IT IS NOT ALLOWED IN THE DITCH. d 4 a Q z .�
S. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP e O z 3
IN LINE WYE-TEE ELEVATION 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. so 4.a3 3.B3 3.42 D.B3 2. CONTRACTOR SHALL ENSURE THAT THE CWUR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM R 0 -1 Z C7 0
PLAN 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED [10- 81 12' 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0,52 DIMENSION SHOWN. HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF NOIES 1. WHERE LESS THAN 3' OF COVER IS AVAILABLE BELOW STREAMBED, CONCRETE ENCASEMENT 22 1/2 2.33 2.58 286 0.24 REQUIRE TO BE W WET AREAS, THE WEEP HOLES SHALL BE u J W WILL RE REQUIRED. IN THE TRENCH. 11 1/4 1.83 2.33 2.84 OATH J. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS REQUIRE AND THE HYDRANT SHALL BE PUMPED DRY. ^ W a � Lui
URGER WRING CONSTRUCTION, THE COLLAR ORAMEDONS STALL INCREASE ACCORDINGLY.
VA 2. WHEN BEDROCK IS ENCOUNTERED AND COVER SEALS OR EXCEEDS 3: THE TRENCH SHALL 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. IA � U p,
BE BACKFDIED WITH COMPACTED 21A STONE AND TOPPED WITH 18" OF YDOT CLASS 1 RIPRAP. 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE CHANGES DIRECTION, CHANGES v,
SIZE, DEAD ENDS AND AT VALVES.
SEWER 2. USE 250D P.S.I. CONCRETE, z i o
SEWER SERVICE LATERAL CONNECTION DUCTILE IRON WATER 3, NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. CROSS ANCHOR RESTRAINTS FOR VALVES Z m z z s
TYPICAL STREAM CROSSING 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF TYPICAL FIRE HYDRANT ASSEMBLY DETAIL TYPICAL GATE VALVE (n z ED
ALL THRUST BLOCKS. O
N.T.S.
N.T.S PIPE INSTALLATION & BEDDING "S N.TS, NTS > Ln U g o
FIG. S-2 FIG. S-7 NTs CONCRETE THRUST BLOCKS HD. w-Jc FIG. W-4 FIG. W-5 W DWc ¢ W -
TU-33 1D-38 FIG. W-2 FIG. w 3 TU-B F- Cc Lu
TD-2 TD-3 TD-6 1D_g .Z-, w 0 c
DO Un
W o
J
O CAPPOPMEDE X 3/1' MALE HPE LOUHING FRAME & COVER - � w
OR APPRM£D EQUAL
QI VARIES (SEE FIG. S-I-D,E) r w Of -o
CIE. c
'Ra-r DDPix 4" DIAMETER BRANCH VALVE BOX STREET SURFACE OR Lu a
z
RDR use On AtWCES R DUAL F4MNT REMAINING BACKFILL SHALL AND VALVE NON -PAVED AREA I c
uro°EwT,ox`�va°s" DUAL REssmnaL NOT CONTAIN ROCK MATERIAL COVER LIFT NOTCH
rR•Ir TTE 36"MIN LARGER THAN 5" IN ANY 141/2" SLOPED AREA-'� w
DIMENSION 12 3/8" M.J. PLUG '• F1"; I �
24'MI 12 1/2" VARIES 1'-0" MAX 3000 PSI CONC. BASE
;..
c INTIAL BACKFILL*.,;. ..• o
w sxTArzD RTnwas 2, IF T LIFTS BENCH SLOPED TO FLOW 3
O EMBEDMENT 8"MIN ( ) 2,_0.
THOROUGHLY COMPACTED WA-IER ' CHANNEL 1/4" 1' MIN
SPRING LINE BY HAND OR APPROVED 4 / o
O MECHANICAL TAMPER RUBBER COATED STEEL '" d DUAL SERVICE OF PIPE HAUNCHING RAN WATER MAIN RESTRAINED JOINT FIT71NGs LACE 3'-0" MIN
STEPS CAST IN P �.. _ 'e o
F DAP PREARM E x 3/4• uA,E PPE couxuxc N0. 68 STONE CAST IRON LID / ` o
DR APPROVE EQUAL
SOFT CURRENT BEDDING 4" min 78' METER BOX PRECAST REINFORCED ` / CD CD
OUNDAiION (SHALL BE ON-LINE -< 1�AX / /A, ` C) N _
ON REQUIRED WHEN SOIL (TYPE B") CONCRETE SECTIONS 12 MIN 12" \ \ o y
» 0° RING SEALS \ \ BRANCH w o 0
FOR USE ON DI SAME FAMILY CONDI¶DNS ARE UNSTABLE T -� J J O � i-a N
RmDExruL 9fAMCE WERE Ax ,RRR.NnOx MINIMUM ELEVATION } / A _ 00 to \
METRE Is NOT PROMDm. ALL PIPE) • DIFFERENCE ACROSS M.H. 5" 4'-0" �r "� o
' FROM INLET TO OUTLET /
NOTE SINGLE SERVICE ryryA,i ryN\Iti VARIES SHALL BE 0.20 FEEL VARIES 4- rN
C
O SnooLEs RAAu GE usm ON Pvc P,PE, IN BRASS NIPPLE AND PVC DEPTH.OF FLOW I[]LLETS
THREADED COUPLING CONCRETE _ 2"
T-cAsr Rw UD 18" PVC SLEEVE `o CAP CHANNEL TO BE
3ON DIAMETER OF
NOTE '� �'� j LUBRICATE ALL THREADS CONTRIBUTING
FIWRIm TRADE 6" EXTENSION iO SEWER. -• 12"
1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE THRUST BLOCK METER BOX (SEE FIG. W-7)"6': NOTE:
'r-' BACKFILLED ENTIRELY WITH NO. 21A STONE. LOCXrnxc / ` A FILLETED INVERT�OR A SM00 _
uiE aml1Q1 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED �/ VALVE 0 TRANSITION OF FLOW BETWEEN FLEXIBLE CONNECTION
�/ tt NO. 57 STONE INLET & OUTLET PIPE SHALL BE WITH STAINLESS STEEL ALL CONNECTIONS TO o: AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF N0. 68 RIPE sLor PROVIDED. MIN. 6' BEDDING BAND EXISTING MANHOLES SHALL i
Da•kx cDP"LRSE1rw STONIE SHALL BE PROVIDED' (2 PLACES) M.J. FITTING F BE CORED AND A FLEXIBLE ° 1/° °EtD C01^1X6� 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6"
'2" PIPE SLOPED NOTE : W/ N0. 68 STONE
BEDDING OF NO. 66 STONE TO DRAIN IF w CONNECTION " BOOT " o
METER = GRADE ALLOWS 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE FJ s
•"�:>" "'-• - 2" BRASS PIPE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. =3 INSTALLED (+� 3
ys,„ {frC+,t ;'.a VARIES VARIES
CpiPCRA90N STOP t_•n.A"LT�I RWCY AS
`��e$, wM1,L r• xEmsSAcr NOTES: 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE � °t
sAxO DR Dusr UNDER 1M=',S ,.:+.. _'`->v,.. ,• W,,,,g�g, COY, wPa 12, 2" THREADED TAP EXTENDED OR NON -EXTENDED BASES. N o
mx AND DEBTER (aNncw i�,)"4: =+.w COLD SETAE DDcx�T. vmr (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. WATER MAIN AND VALVE o.
BOX ANTIdRss) vjz''-•sr .:<,Qx'll3z SPED. ms uD.SI AIxD T TYPICAL SEWER PIPE ARE SAME SIZE PLUG 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED
DEAD END INSIDE ANDTYPICAL MANHOLE SECTION TYPICAL MANHOLE PLAN M� c
INSTALLATION IN TRENCH SHOWING BRANCH TIE - IN N Z
TYPICAL SERVICE LATERAL INSTALLATION TYPICAL METER BOXES (TYPE "A") SHOWING BRANCH TIE-IN O Q
(5/8" & 1" METERS) NTS (5/8"-1" METERS)
NTS FIG. S-3 TYPICAL BLOW -OFF ASSEMBLY N.T.S NTS J
FIG. W-6A NTS FIG. S-I-A FIG. S-I-B N
_- TD-34 FIG. W-7 NTS
LED
TD-10 FIG. W-B TD-25 0
TD-13 TD-19 TD-27 Q W c
0
m.l t
CUi TOP BE CN PAT , IF <lTP'C''LI ro} MYr4 rF PAY FM EDI
rare fc.vEMN. PLO FARE i0 WrILi RP[Lu
9 W 9JBBNE SEEN "RN 45- PAYLIENr rV DA D.If '`E O
RIVE Mrd UC LIH-lY flN0"rzIOE TQ OF FLL - Y
WOTT.TRu _DEMACi v+eAc ULDOm+IN F I . BE CENTERED Brow CARE MIT BLanR / ! � � ON 1" (ZSmm) DM HOLES
/ PAYID SXCM➢ER FALL WIYNAIKK„KKFPIN " rTTRC,L, P SMALER LEE
Vim" PA�Nrzm a� 1� 1, .ERNuu Few -a•' PAv xr ' [ Mac ELF P*mv,r .� ON 32 3/4" C834mm) OV J
�j v OP COMBINATION UNDECENTER LINE 75ECT SECTION
END OF CUTS rxAVEL L.wEs I• sD• BOLT CIRCLE. 2" (57mm) LEf1iRS
/� I.Ycrsr PPE. " e....... IAxDExr /:s / TMVEL LARER O (RECESSED F1usH) \ n
TERN ,saEcr YrtRN1 COMBINATION TER LINES CD-2 ON FlLS a IIIIIIIIIIIIIIII�
e5xraue - .+i :• :-. Dutt[r Pse rwNn '-:- Iw,. • rN CENTER ERNE SECTION ^ 1• T Pn e
SLOE TO }[� }+.19U •� CRETIN Trrt I... MATEN ALI I f+ [D¢ DF PAveudr \ / [25mm V / �_
REDnrx - Av PAT LARD .IN
`� Rv AzoawrE. Re sLemlD[ TRENCH PLACEMENT w z O
SEE INIE , CUr1ET FH plrljT PWC -C MW1Dw DXE
. ME "mE I RAR.LkR LIVE H o�wnx Rs• TRENCH PLACEMENT �1
0.A44"ON RE0 RO 00 E TIE CAE BE "PPE ~ p b "F iLL PAVEMENT STATOR 9 BA8 I N ^1 1- O
P... s1f6KE Y BASE T NCIL J TILE 6 FLL I / (2] CLOSED
vxeMRE dAOAnd REaLNDExT. iareoNO d cvusxm sIRNUE / C P. PICKHOLES
tl,lF IEDLE OF AID SIICUEERr S= Y[TNT E. "s �- LYr9 a IAr rM f
d YA}Id YORAAAM. saEGT wrzRIN T.rAxdv ` NmDIu ��-RMBRE avuT Pff 1 1/2.
is PAVED SHOULDER SECTION CURB AND GUTTER SECTION .�, ,+,�,+,� -°--°•s-°�T -I-a��IT. •e A DATE. f d EwscO o-o o-o. _ . �-.sa.scT 1MTwx TYPE... PLAN VIEW SHOWING PLAC'MENT OF [Semen]
ALMJ ja a sRrnemx u[aIR[,c"rs - - .
PLAN VIEW Av AO=,A •e AOdBwTE d cNUREo CD-2 U•DENDRNN > O � Q
LLJ
aDTExuE DnwwE P/BRC
+•I m I•` (PLACEMENT OF CD-1 COMBINATION UNDERORNNI ¢wss AEmNO Re .RATSM PREE RnExTs.
y xOWRi .RAF TO IxvCOT OR LIR/YI/RE-EFEETa ��p=; g-q NON -PERFORATED OUTLET PIPE � � Cy � c�j
�-� SECTION AI OR HxNERY sM,Nnx LL ��(
PAWMEN 9MKIGE a BASE ttFE 6 FPE .Ilpl p G/I �
�- WIY'ASE OR (iAENI =:M„ZED SUBBASE SMOOTI MML PVO .w3 0.,53 'E O O O \ o 0
n'"P'Et°Mw TvE"wE°'vN METHOD OF TREATMENT IN DROP INLETS m ♦ { ° �,gE,ccT „NDRY }ncgm sEewAOE-PAvvcTr sLN•Ia s ux E,Dmx wru PE rO Ps kkk ro Pa kkk IT),O i� S (� = I ^ a
W"Y E"� �° d lW O aRIAN IP TO ELBOIr I.±O..e.o. o a . o. o. e. QY[NI d UE [r,,YgF01 ° t Sl4A5E Qi ffJPJ1! 3rIBRIZF➢ SASE (A -1 rn ` W � ® L / N
R. ARE ExccurtFUE, e PFETs rwrak AT[D ELBOW PAPE IS P ;ERFTm 1 [J (2) CORED
an,Ecrrou Sa AC ATE. •R NHEEGATE a CkwAm 4.0 o-° -sF+mT N 1801 TYPEzd Suewa - t0 PICK84R5
GEOTEX�Lf ••••••"LLAS NS TMAIA>,RM,MOIR. MAENid LRE SrIHIIID, MwAL ONMESS AIM-NJE9 T
dARW GENERAL NOTES %� 11 W N
°i`aric °AFT s u aE"r."Yecw� F.•SEC - r-D II••FF •v ADMETER.E. se OME. ROTE crosm kkkT MEDICARE To OEM MAIL AT ssmucTERA 1 1/8" (29mm) DNA 9055
\ ,. iNEss skcrDNLr NOODLED cwexAlw WERmIR wu xvr C A1A ro Rp3 AAEIIY RB dRAMR YmRTmfrs. J
REFEs- \ awTm AT TAR PdO REAR H7OM NERS. ND I. ARE same. 1AYo GENERAL NOTES \�
FEBE CO MA uN!®IF VOL WET NKRn w NCOmAVCE wrx \ \ BOB F£FdfpATm 2 ,EN], SWLL k: FALED .11. MNEwTE AND INpplLI RIND T,W(p TD O O
TMs EMB ON 5 TO .•PR TO FROM STRATERE9 SPECIFIED SLOPE TO EARN OUTLET N4 TPIC.¢[ D 1 1/2"
d PVNn d REER xvETAr CP vPA D ANDE NNEM BE \ \ To RlVmr k 'AEw[ EOPRIYs L TNkd kANL a PLME RTH I�R.. AND MERELY LAND nRED To 27 1/2' DR
sracvE. To ma PPE A5• ELWX TYRE CkP/OTNE95. [3Bmm]
v �j ca,RenDn NON -PERFORATED OUTLET PIPE 3 CUDAT PPE RANT mw M nE CORE BE THE TRAVEL LANE RAxEMON MD 1591 I I >,
WkAIXE A OMN INE, R TO BE FOAED AND CONETRJCTED / HAI Z RICE ON A qRC IAR. TO M SFRµELR 90£ 3 Z w.13 S APKEICX SURE PAVEENT 2. MIEr R£ ENLL MAN ATM TOM OF M TRMEL LIVE MOMENT MO 7• LLJ w
N ILCpO/HPF RIX MAX.YIF SLMWM OR 4TQM- pU`AW. CCN(GiICX OaIRIBI£, dRE. ONa�MArzE dPL d A IN.EE PIRNIEL i0 M RMALED 9m,E R S BATS 1TI 26 7/4• DM. t78mm _ G M WYERT CEMENT
N METE AN CEN:d IN i0 EXHIBIT CF I a PAT Wi= PC 4 .. aR5 MD bRTA 4[nb5. RXEIC rt 5 VOA9L[ r0 OMXM5[ MROV[L I B l I'� [6B7mm] [ ] 1 1/2 OE
PtlfrLMN CEYEM CONCRETE AN CONFORMING i0 CLASS R d � .1 TNT£ Of A4 T _ W V rOR INCEAkRIs. THEY M[ TO PE LOCATED SO R9 r0 d.W INTO BIS WE -2 E ], d gEAi NE L.VrIFR YCIpM, R,EIE R B YPOS�E TO O}IERXIY PROVER I ze" Dw
CLAM ,,i FSCEPT TRAT 25X OF COMM NgOMWIE MAY k: 1
18 i0 d.WETw AHD EdB Si Of STOE. BRXRtI kYJL / F Y.V' AWL. k:ON KILN [ OSW wTB- N:N dME Y[1S d WMIIX[s. ED 0'-0METT3'E'SOD`R`NW�DIES`"� Mr YE TO Y LMAIED 90 19 TO COTE! MO ORCP F1r9 [660mm] (3Bmm] > -o
kNxfM CMCFTIE OR RROxFN CONCRETE NMH( THE SURFACE SMWTx wN1 PVC A, ' I. d SUPERLEVATED SEC RENEB E r0 k UEER (MIRE PAVEENT AREA SEA LL
swu BE LErr suoom Ir MEANS DF ww rNdwuuD. A. III - "O'EgbgT EDAIS RAn uATDeAE TYPE x 1 4" 6mm DR
3 1 B"
OF LL EONANNE
LEFIT MI El MEAL IOf !EXPOSED. RALBE sworn wEA r[ 1ST sD rsI kNk wmA wnu PPE d LOv anr. sa svE xo. zE E• w. uPrw .. d RE9FlEVAM SECTms TIENd B To [E UNDER ENTIRE FARMONT AREA r.� / C ) / Q
. • rtrPON, a0 "s' wrx [A,Tar ww d Law sbE aNY `) 26' DA NEOPRENE GASKEt [79mm]
DET"LS Or ALI I.. "S .... ECHELON NE EM EXNPF � - _ • ' . • • A N"R`EYFn( a£v/.nd AT dT,Er ARE 6 aTLET RE TO E A IkMJu M rvo- /®IF �-I / /�
FL ... ONLY..1 MNNI d MOB II E 1. BE kW4➢ �- _ CLEVAnM [F RE.. TN"IOY and BE B1.1 M. 3. Nhl[! SEE AT CUTLET ETD T nmET T'PE TD Y A wRk ELF F-G• IBM£ [606mm] �/ J ('
MVDUNLV TO MIT Frt TEE PRncLaR LLET AND OUTLET OUTLET PPE RVEgr [LEVATHd OF
IER,vW p11.WRM ETm COT sT RlC14E.
mHEXYUTId ul
MAD FLINT LME3. SECTION B-B xo I. k wNL TNCxYS ARE, - TONES ..C. =. •rts. [rc., R1w 1A. W rs rd dn[r IP[ Aa Tv O Z
T' Bc aE M ANNE cRUR.w ITRDOTx As M oONE, PPE. PLACEMENT OF CD-2 11NOERDRNN AT A. Ay a,NEttRE ELwws w.EB E,cR w,rw PR LYrs FOR ou,LEr PBE Ns }B
PLAN Kkk 1ESTEo R4aEDrD TO ASTM Do.D AT IN OfE1ECTd N CITE T ,MN rG IR ECRELT cw . TO EA -Tad DMA 0•ARA•a BRIDGE APPROACH SLABS a a M I. dIMRi' sMADTH a M aTan MPc % 28 7/16" Ok 5/8" 0_'
METHOD OF TREATMENT IN MANHOLES z-x,.`<TIRE. r. �,� To BE .1 awwEcrCO TO PR-kd "TIER Ern. i'TI I' '- [722mm] [16mm] [MDR; I� � w
\Vmr RECPKArw aHKaDAmx , N}Io„ 3e DA 25" CW L u Z
T STANDARD METHOD OF SHAPING EFERECEE READ AND SRCM STANDARDS STANDARD PAVEMENT EDGEDRAIN �AB E STANDARD COMBINATION UNDERDRAIN [ OEENa STANDARD COMBINATION UNDERDRAIN [s14 m] [635wm] rD
MANHOLE & INLET INVERTS M[r + o : E LSD DATE 0 kY RDT (AT LOWER END OF CUTS) TO 9ffi (AT GRADE SAGS AND BRIDGE APPROACHES) Q.D. OF GASKET GROOVE Lu w
,wEer I d , kEYYRR urz SDz vNIRRA DmRTYM d TRANvdTAnox T0°'a, =01 FRAME SECTION LL
a.m vRau DwxnlEwr OF TRNYgfTATvx roB.os Coe a.w w, . [APARDwD BE rRMIPORrRDY Amp SECTION
� Y Z
ACSA GENERAL WATER & SEWER CONDITIONS (JUNE 27, 2019) = NO PROJECTION OF PPE ABOVE GROUND LINE 0 o
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA :E �d"�w �a� A IP EL NLL m D EL d d R az(mjsR°`a"o°Ov ��Bmn7A i3m� W • NO, 6 GALVANIZED STEEL STEP RATEPN RPRovCO OF THE CIAMEER.
OFFICIALS AT THE START OF THE WORK. M Nlrx NR F 4ERs _SnUmE ka D NE= Dk D LY ° ° v1.6Iml [1JB , I 0
sov, .12. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES YM"W' L I w
FOR THE PURPOSE OF IMAGERY COLLECTION. k *«" REDI.E. �FT;OS "'" _•" NA I
TYPICAL SECTION 3O1 uir°EwN li CDDvm"'J� ^/ 0
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. �_ 2n T/iD DW_� B/B LJ_
THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. t x„DI D W MwOD g As D "`POD D22mmT� (1e 7 J Q ED
4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4 S 2�- Ea FOUNDATION SOFT, YIELDING. OR ° o [;°ITT [� - [660mm 1 1/2'
NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWSE UNSUITABLE MATERIAL FRAME SECTION 13/Ie" I••e'"R^J O U
5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. [za m] x
PIPE PROJECTION ABOVE GROUND LINE ED
r imm ,ETTDI9
N
U )
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001 ). YLL , RAEA�FLM9Iq �{ O a:
MANAffilw.u,0 w.,5,0
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 I � T� °9"D L:0
D K °°"" "° "° "1 PN I qRy ee/6 [ �mmt N
RLML rRorNa Ari- FROM REOE rA:[ ar 5 3 1S/16' a 22 iJ/7C d
FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. }';.:; ART. _ 2 1/6' [97mm] [673mm] o
j fsFEA 9PAa+0 1D BE W 0 1 = _ - _ - _ [•IETDm s 25"
8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. RN p A PERy MIX" REOES IRON b = " - • $ o-r = • n/16 FP3/e" [e3smm7 n
�IWi. R ixistPTTYi °i'"Ipx M rl^S p - i A.i .. OROARS - )y<:• BOLD E =E. I35mml 4r,M 0.0. W DKr VIEW LL
NLv pAFO1RLl SnRED [ro '°E D - q _°F _ ,-LAM [1Tmm] [14mm] SECTION VIEW 1/4' (8mm) DA u a+
9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. MAT'3'71�.I;AE€. c c ," _ _ IAA
TYPICAL SECTION - - _ - 9. AMEMBLT NEOPRENE SKEI
Nwrss} r EPs FEE
BE CAN. NdxE�lAIrzaRNfMw w1" DONE (2) MEW 1/IB x VIS x 1 US 3
10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. ^ L"ate HI TI = BN E r M PRONNEDIp RUR yqm/ wASIM 0
MNAN d r Damwr IRE ","`NsaimOW NR . �`I o?vo✓ID°AED Ter"'Riil:r MIX. r,a D A D WH � R BEL Yx.In Fapm �R.I S R (2) mReD t WO" µ. 1 "OF (2) COT MAI 5/e-1,x3 1n s3 � o
11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE O MOON ROAEIENTSALI. HAIR NREDX MO TIE r urz0° RY f W VISE S smm zwO. I [4tmm wR/ awelzso p
'r4EITRACTw ARAM EIRHgIAED M PRvcm WTI DErWIs ND uu'. 2i- kwa 1 1/B' [29mm) OM BAXS [6mm --{I- [13mm .Ea DM. sNNLfs s2EL Poo (2) "Na
uoPevte° t50 OD SS w (j .D
aw,m TAP r NPdrs o- TIE NroPosEo zvBsnry MD ,IRS FOUNDATION SOFT, YIELDING, OR
RCIIrtO R"TrD, "vnOVN FRO, M ENT RI ER rd ,E Ig
NORMAL EARTH FOUNDATION
SAFE DRINKING WATER ACT). RocK FouNDanok TH R I IT MATERIAL w
) a aex sv5 O E W SE VNSU ABLE M E AL PLAry wEw O m
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 NL= PS BO,Mm N AC rz mwaD a" 9LR.YM='AI' 1, M EGdYRE A „ ® EANAI NOTES PICKBAPSLOC QUG ROLEDE AIL = o
SusKFs wd .K Blr Wi LYTEO 1gCWeDR[D TENTED, ® & ury ARE a TN RED MD YTOO xD 2) NME Rx 3/8-1i ]N NYU[ d (n
d aaID s1sA¢S. crw PNRA W%128. U
Ed CERAN NEOC d WE MLIE. .
COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION kBARNMAN W REFR<AkD lx RakmMx Rn AN. IECE 6.PE RD"OR YO2 M IT�Nx`�°4RONDO" nD aE: z �LawnHOi oE9""aR OR°°wA�ERTW�W�FAS Yd CBE WN9D m SUBJECT O ODDMD SD 1NAE WATERTIGHT FRAMER CG ER p���BOmBBtffiB s/B N II 0
• sM TTRATT PBN'RSw a°i THE BEER ENcam N MROR1 TNI ON AN. MART wT.ol. JOB NO. m
SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. K BT N,sE ; ;;EF ITE, DS d A„x [ B N.L M TD. .n.. , a30 BE INS ;; SOB B CONFORMING RS TO M 3 LD AS 9ULL 9E Fl%m 0 RAMES NM ➢WAIL TAGS OP SN UR ASSEMBLY. Y. (2 g33R OCK WG I O T I C % o
MOBICAIIOR TO oaww N NEON.AACT OTTL ITITwx SLO a M wDY BANCO, Tp6 �a"E""Rf°BARaE�m9 FIR aEAN RLH TYPICAL WATERTIGHT (srvax"j PNRII W1gPABg 1 oL 1 JG
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 Nw "°'a` 50CAO""° ` � ELK `RF' AND." al �N°
ALUMINUM 5 � �°"° Cl 11� Q�R. a M'� MANHOLE FRAME & COVER LOCK LUG ASSEMBLY SCALE
COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. N.T.S FIGS-I-B
SrtaH[ATKN ��AF�TYiVoo-r A INSTALL OF PIPE CULVERTS AND STORM SEWERS R6EF`F I[C
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 °WEE ` STANDARD STEP CAN D �O F MMD9 REY NO E 9TMwNO 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. aN IwYO FM a TRN mRTAa rz ED DArz E, I d, RA[,, a A N EON Y,A CIRCA PIPE BEDDING AND BACKFILL -METHOD "A" O a
w9wD m.m m.a AEON avnT,En ,R rnN®ORUTa �°'
SHEET NO. ED
15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 10 N
t
H
G.V.
PVI STA:
1+49.00
PVI ELEV:
558.58
K:1
.z8
LVC:
5.00
PVI
TA:14+64�74
565
$, °,'
°, �
PVI
ELEV: 54334
5�5
�
+
�
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°+°
�+
�
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PVI ELEV: 545
4
K: z.5o
VG 10.00
�
w
N
.,
ui
K: z6.o9
PVI STA
16+o7.z4
U
�
v
LOW P
. STA: 1 +6
4 4�7
PVI ELE
: 546.ig
>
m
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w
LVC: 137.5o
LOW
T ELEV: 543�39
K:
6.00
�
560
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>
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LVC:
os.00
560
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N
V1
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STD. CD-1
�
v
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+
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w
t�(1
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+
Ji
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vi
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v"'i
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LL
Y
00
w
mm
ww u
m
/
v
w
555
m
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555
+
PROPOSED
PVI ELEV: 54
34
&PLUG
/
:6'
1.3'
o
LVC: 10 00
�
PROPOSED
FIRE HYDRANT
OW PT. STA: 1
+34�74
/
550 ASSEMBLY
WITH 8"x6"TEE
�5
rPROPOSEDGRADE(TYP.)
LOW PT ELEV:
4339
550
PROPOSED
VDOT
STD. CD-1
� a
�
PROPOSED 8" SANITARY
ROSSING
SEWER CROSSING-
�
aw
�
..
�
FUTURE
ROAD GRADE
PROPOSED 8"x8" TEE
>
545
& (z) - 8" G.V.
w
°0
m
w
545
�
-z.00�
z pO% END PROPOSED ROAD
CONSTRUCTION
AT
`"
3�5' MI
STA. 15+68 &TIE -INTO
EXISTING GRADE
PROPOSED
8" CL.
5z DI WATERLINE
�
PROPOSED
VDOT
PROPOSED VDOT
1.3'
STD.
CD-2
STD. CD-z
54p
z.00%
-z.00°/u PROPOSED-
BLOW -OFF ASSEMBLY
A
540
�
1oA
1
0 1.5 ROPOSED 8" CL. 5z DI WATERLINE
V
V 27
vwi
uwi 5z'
535
w
z
PROPOSED
FIRE HYDRANTASSEMBLY
WITH 8"x6"TEE
w w
zF
535
o
PROPOSED
8"x8"CROSS &
(4) - 8" G.V.
o w
PROPOSED 8" SANITARY
a
� SEWER CROSSING
w
53o
v~i
v~i �
530
l0
O N
O
Ol O
ri
CO S
M
ri O
O
n Ol
W
d Ol
N
Ol °0
W
CO
S
M
O
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l0
.t
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ID
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W
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M
Ol
L!1
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l0
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Vl
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l!1
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rf �
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j,TH OF
SCOTT R. LLINS'Z
C) No. 35791 �
�� 11/23/20
575 575 SSroxaL EEGs Ln
PR 6.
PVI STA L74- r
PROPOSED 8" 45° 8" z
MARSAC STREET W
f
O
w F
U w
PROPOSED w �
z 0
s g C6 g
I_ d w U
V, m z
ti LL
Z zo o W
J Z w
(STING RWSALu O a z Q z
WATERLINEw/ LL N w
1z"x8" T.S.&V. H w a
LINE CONNECTION H o z z
SHEET 6.
` m U) o z
W 0 J w D
Q
a a
Z O
w w
m N
a >
13+50 14+00 14+50 15+00 w
WOODBURN RD WATERLINE CONNECTION
ri wVI WI Ln WI
O O O
N " N
PVI STA: 16+o9.50 F o o N
57p PVI ELEV:561.6o 9+75 10+00 10+50 11+00 11+50 1z+00 1z+So 13+00 13+So 14+00 14+So 15+00 15+50 16+00 16+50 17+00 0 M N
c 00
NT SWEDE STREET
TEE
PVI STA: 12+oo.00
PVI ELEV: 566.1z
K: 1z.z6 -
575 Ln LVC: 50.00 575
CA
r
ti
O
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C`7
SANITARY SEWER
AL CROSSING C )
b. O
Cn J
Ol <
W W
LLi
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J J O
PROPOSE �" i a
zzzz Ln
&( W z
0 LL- z
o z
Z Q C) L LJ
O ~
Y aLu
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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 U) O
MARSAC STREET w Q 0
Y
Ln
U)
Lu H W
TIE-INTOL~ CID
STA. NOTE: ALL ROADWAY EMBANKMENT MATERIAL
SHALL CONSIST OF SOIL AND BE PLACED IN Q
VERTICAL GRAPHIC SCALE SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 Ur
INCHES IN THICKNESS BEFORE COMPACTION OVER O
s o z.s s 10 r.: THE ENTIRE ROADBED AREA IN ACCORDANCE WITH O
PROP VDOT zoo? ROAD AND BRIDGE SPECIFICATION 303.04 N
( IN FEET) NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN
1 inch = 5 ft. AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL
SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS
CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER G
HORIZONTAL GRAPHIC SCALE RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND w
BRIDGE SPECIFICATIONS, SECTION 3oz.o3G. a N
50 0 25 50 100 zoo
JOB NO.
NOTES: 182152
( IN FEET) 1. ALL FILL TO BE PLACED AT 95%COMPACTION. SCALE
1 inch 50 £t. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 1= 5Qi
3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM
SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & SHEET NO.
SANITARY SEWER MUST BE PROVIDED. 11
10+00 10+50 11+00 11+50 12+00 12+5o 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+So
PROPOSED
PROPOSED
NOTE: SEE
WATERLINE
CONNECTION
NOTES
g+88,
LV
: 100.0o
PROPOSED
FIRE
HYDRA
�
n,
� �
ASSEMBLY
WITH
8"x6"
Ol
W
01 N
�
565
�
w
� w
�
565
v
m
�
z� pO%
PROPOSED
PVI STA:13+8
.00
m
/
w
"x8"TEE &
PVI ELEV: 546
6z
/
f(2) - 8" G.V.
K: z6.35
56p
LVC: i35.o
/
560
°n
�
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w
o
�n
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1.z'
om
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+
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17
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o
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>
00
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>
w
/
PROPOSED
8" CL. 5z DI
WATERLINE
555
PVI ELEV: 5zz.
1
>
�
j
°I°
555
I
�
K: z6.o6
LVC: z53.00
PROPOSED
VDOT STD. CD-1
PROPOSED
FIRE
HYDRANT
w
ZO
1.z' ASSEMBLY
WITH
8"x6" TEE
�
� m
N
n o
d
0 0
in N
o
�
M
w
A
V
rr0 o w
N
ui
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3.5' MIN.
34
i^
550
�
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>
w
PROPOSED
VDOT
STD. CD-1
Co
>
w
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Z
+
p
545
N
�
w
545
EXISTING
GRADE (TYP.)
�3
I
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I
3oA
54o
�
54p
PROPOSED
8"x8" CROSS
�'
/
& (4)
- 8" G.V.
1.3'
535
�
PROPOSED
8"x6" REDUCER
535
0
9
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PROPOSED
GRADE
(TYP.
Y
�
6
0'
w
I
530
�
530
z
0
F
'
PROPOSED
8" SANITARY
w
PROPOSED
VDOT STD.
CD-1
SEWER
CROSSING
5�5
I-
PROPOSED
6" CL. 5z DI WATERLINE
5�5
EXISTING
o
BERKMAR
DRIVE
°
ELEV=518.83
N
14'
520
�^
4q
520
z.
STREET
EMPIRE
FIROEHOYDRANTASSEMBLO
DOT
D
PVI
TA:1o+15.00
$
�
°o
0
PVI
ELEV: 558�74
�
�
n
�
K: z.5o
PVI S
A: 11+10.00
�
�^
n
�"
VC:1o.00
PVI E
EV: 560.64
�
�
�
PROPOSED GRADE (TYP.)
LOW P
.STA: 10+15.0
: z8 1
�
>
�
>
57p
LOW
T ELEV: 558�79
L
: 11 0o
m
m
>
w
570
0
0�°
o 00
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PROPOSED
VDOT STD. CD-i
Z,po°�
�
�
,o„
r+' � `+"
`+
I Y )
���
PROPOSED
�
�
�� °
w
�
EXISTING
GRADE (TYP.
SERVICE
LATER
565
Uw �
m
565
m
w m
PROPOSED
8"x8" TEE
w
& (z) - 8" G.V.
6.08/o
°
PROPOSED 8" 45°BEND
/
1 z' �.
TO WOODBURN ROAD
56p
-z.00%
WATERLINE CONNECTION
560
pO
PROPOSED 8" SANITARY
STD.
CD-i
t<7PIROPOSED'VDOT
1g
SEWER CROSSING
8"x8" TEE
STD.
CD-1
z) - 8" G.V.
31
555
1.z' STA. 11+81-INTERSECTION
W/EMPIRE STREET
555
F
w
21 ROPOSED 8" CL. 5z DI WATERLINE
O �
PROPOSED SANITARY SEWER
°o ww
O
SERVICE LATERAL CROSSINGS
550
� � �
55p
� �00
� N
� N
� N
N n�
O
N O
eNi Vl
N O
N
530
NOTE: CONTRACTOR SHALL TEST DIG THE EXISTING RWSA 12" CIP
WATERLINE TO CONFIRM DEPTH PRIOR TO INSTALLING SANITARY
SEWER MAIN TO ENSURE ADEQUATE SEPARATION IS ACHIEVED.]
MH-5
MH-6
STA:io+87.8o
rRIM:523.87
I INV IN. 5o8.3i FROM MH-7
INV OUT. 5o8.11 TO MH-5 530
n.iulw. S`J
RIM:526.00
MH-7
INV IN. 507.72 FROM MH-6
STA:n+63.66
INV OUT. 507.52 TO MH-4A
RIM :523-75
36
INV
FRO
525
STA:6 o9ff
97
R I M:512.7o
M H-4A
INV OUT. 508.7550
TC
INV IN. 502.90 FROM MH-4
STA:8+84.75
RIM:514.5o
I
INV OUT. 5oz.7o TO MH-3A
INV IN. 5o6.8o FROM MH-5
EXISTING RWSA
1z" CIP
INV OUT. 5o6.6o TO MH-4
WATERLINE CROSSING
\
520
M H-3A
STA:5+70.90
TEST PIT
520
RIM:509.8o
M
4
/
ELEV.=7.8'
ROPOSEDGRAC
INV IN. 502.00 FROM MH-3B
STA:8+1
.93
/
INV OUT. 501.8o TO MH-3
RIM:51
.42
INV IN.
06.25 FROM MH-4A
/
5�5
INV OU
. 5o6.o5 TO M
-3B
NOTE:
CONTRACTOR
SHALL TEST
DIG
THE EXISTING
RWSA
3o"
DIP
515
MH-3
-3
WATERLINE
TO CONFIRM
DEPTH
PRIOR
TO INSTALLING
SANITARY
STA:5+47.
SEWER
MAIN TO
ENSURE ADEQUATE
SEPARATION
IS ACHIEVED.
EXISTING
RWS
RIM:509.75
-
_ _
/
WATERLINE
Cl
- -
INV IN. 5oo.6o FROM MH-3A
f
INV OUT. 500.4o TO MH-2 /
510
1.5' MIN.
510
EXISTING RWSA 12" CIP
WATERLINE CROSSING
8"
DIP
/
8" DIP
63.32 LF
@o.62%
505
3 3
8" SDR-26
PVC 130.64 LF Qo.55%
SOS
EXISTING
GRADE (TYP.
8" SDR
26 PVC
6z.82 LF
Qa 0.55%
8" DIP
203.89 L
@ 1,140A
71.85 LF
t7a o.61%
500
/
500
/
/
NOTE: CONTRACTOR
SHALL
TEST DIG THE
EXISTING RWSA
lz" CIP
WATERLINE
TO CONFIRM
DEPTH PRIOR TO
INSTALLING
SANITARY
/
SEWER MAIN
TO ENSURE
ADEQUATE SEPARATION
IS ACHIEVED.
495
495
/
8" SDR-26
PVC
8" SDR-26
PVC
BORE & JACK PER
ACSA STANDARDS 45 LF OF
24"
19.54
LF @6.14%
35-07 LF @
2.00%
STEEL CASING PIPE
(o.5o" MIN WALL THICKNESS)
MHRV
EX MH-HRVSTMN-1-1
EX
W/ 8" RESTRAINED
JOINT D.I. CARRIER PIPE.
o
RIM:482.71
MHz
490
INV IN. 477.o1 FROM MH-i
EX. INV OUT. 476.81
STA:z+
RIM:482.83z.83
490
INV IN. 478.62 FROM MH-3 (2)
INV OUT. 478.42 TO MH-1
8" SDR-26 PVC
STA:TAo+69.1z
�
3z6.37 LF @6.67%
RIM:75
485
INV IN. 4482
77.62 FROM MH-2
485
INV OUT.
477.42 TO EX MH-HrvstMn-i-1
3.5'
48o
TIE -INTO
EXISTING
MIN.
480
SANITARY SEWER
MANHOLE
8" SDR-26
PVC
8" SDR-26 PVC
143.87 LF @
o•56%
475
65.12 LF Qa 0.63%
475
ul
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M H-7 - EX M H-H RVSTM N-i-1
7+50 8+oo 8+5o 9+00 9+50 10+00 20+50 11+00 11+50
ACSA GENERAL WATER & SEWER CONDITIONS
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL
BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK.
z. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND
WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND
LINES AND STRUCTURES, AS NECESSARY.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER
CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA.
4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001).
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE & ONE-HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE,
OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC.
7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF
THE LINE.
9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
io. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE
JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT).
A MH-8
> MH-6
I (TYP.)
A 3o" DIP
ZOSSING
NOTES:
1. ALL FILL TO BE PLACED AT 95% COMPACTION.
2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L.
3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM
SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L &
SANITARY SEWER MUST BE PROVIDED.
NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE
SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE
FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR
CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE
SPECIFICATIONS, SECTION 302.03G.
VERTICAL GRAPHIC SCALE
( IN FEET )
1 inch = 5 ft.
HORIZONTAL GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
I
k7
SCOTT/R. C'tTLLINSZ
Lic. No. 035791 ;1�
A 01/25/21 ,4i
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182152
SCALE
111 = 50�
12
575
570
565
56o
555
M H-16
550 STA:0+71.84
R I M:544'00
INV IN. 531-45 FROM MH-17
INV OUT. 531.25 TO MH-11
MH-li v \
STA:o+oo.00
RIM:539-00
INV IN. 526.45 FROM MH-16
INV IN. 526.45 FROM MH-lz
INV OUT. 526.25 TO MH-io
540
535
530
MH-23
EXISTING GRADE (TYP.)
MH-22
STA:8+o5.21
MH-zi
STA:6+94.67
RIM:569.67
M H-zo
STA:6+44.07
RIM:567.66
INV IN. 562.45 FROM MH-24
STA:4+72.47
RIM:567.39
INV IN. 561.2o FROM MH-23
INV OUT. 562.25 TO MH-22
RIM:56o.25
INV IN. 55937 FROM MH-22
INV OUT. 561.00 TO MH-22
INV IN. 549-53 FROM MH-21
INV OUT. 559.i7TO MH-20
/
INV OUT. 54933 TO MH-ig
r
PROPOSED 8" DI
MH-ig
-
_
;��
WATERLINE CROSSI
STA:3+79.01 /
PROPOSED 8" DI
RIM:559.67
WATERLINE CROSSING
1.8
INV IN. 548.7o FROM MH-20
INV OUT. 548.5o TO MH-18
/
z3'
8"
SDR 26 PVC
MH-18
STA:2+86.34
SDR-26 PVC
120.3z
LF Qa 0.81%
/
8"
RIM:555-13
io6.55 LF Qa 0.990/b
INV IN. 547.2o FROM MH-19 PROPOSED
GRADE
(TYP.
INV OUT. 547.00 TO MH-i7
PROPOSED 8" DI
8" SDR-26 PVC
MH-17 / WATERLINE CROSSING
46.5g LF @a 3.50%
STA:i+62.33
RIM:546.76
INV IN. 539.2o FROM MH-18
6Q�L�o)o
INV OUT. 539-Oo TO
/ /
5
g" SDR-26 P 1 o� ;sDR-26 PVC
i•
88.67 LF @ 47 I 89.46 LF Qa 0.70%
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6+oo
6+50
7+00
7+50
8+00
8+50
9+00
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570
525
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67.84 LF Qa 7.08%
�t
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INV IN. 518
INV OUT.
565
1 555
1 550
1 545
MH-8
STA:l+oo.45
/ RIM:533.00
INV IN. 539.78 FROM MH-g
535 INV OUT. 519.58TO MH-7
MH-7
STA:o+oo.00
RIM:523-75
5o FROM MH-8
;o8.75 TO MH-6
525
PROPOSD 6o" MH
WITHINTERNAL
1 520
IP
�g6D5 LF Qa -.22%
515
1 510
PROPOSED GRADE
8" SDR-26 PVC
U.45 LF @ 0.520/0
575
MH-z4
STA:9+29.53
RIM:S71.17
INV OUT. 563.42 TO MH-23
570
565
56o
555
550
545
540
g+50
NOTES:
i. ALL FILL TO BE PLACED AT 95%COMPACTION.
z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L.
3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM
SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L &
SANITARY SEWER MUST BE PROVIDED.
NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE
SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE
FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR
CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE
SPECIFICATIONS, SECTION 302.03G.
VERTICAL GRAPHIC SCALE
5 0 2.5 5 10
( IN FEET )
1 inch = 5 ft.
HORIZONTAL GRAPHIC SCALE
( IN FEET )
1 inch = 50 ft.
MH-15
STA:8+29.32
MH-14
RIM:563.50
STA:7+09.65
INV OUT. 557-75 TO
MH-14
RIM:559-58
INV IN.
553.2o FROM MH-3.5
INV OUT.
553-oo TO MH-13
/
MH-13
/
STA:6+25.51
RIM:554-00
INV IN.
548.2o FROM MH-24
/
INV OUT. 548.00 TO MH-12
-
5 R M M 865
INV IN. 541.2o FROM MH-3
i1
v05
INV OUT. 541.00 TO MH-1
EXISTING GRADE (TYP.)
a 1��
MH-11/
SRAM
PROPOSED 8" DI
539+30.43
INV IN. 526.45 FROM MH-16
INV INV IN. FROM MH-12
WATERLINE CROSSING
.0
526.45
INV OUT. TO MH-lo
$
526.25
/
�9
bbV
MH-io
STA:3+6739
1 1.5'
RIM:533'00
INV IN. 524.7o FROM MH-ii 15
INV OUT. 524.5o TO MH-9
/
/
5. z'
Iroh
4.1 pQ ti�
MH-9
STA:2+41.89
RIM:526.5o
4>
INV
IN. 520.7o FROM MH-lo
ro��
INV
OUT. 520.5o TO MH-8
0ti
h
pVC
i2So? 6.63%
59
MH-15 - MH-7
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20
565
56o
555
550
545
540
535
530
525
520
515
510
v1 t
SCOTT R. LLINSZ
Lic. No. 035791 .t�-
A 01/25/21 ,4i
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JOB NO.
182152
SCALE
111=50�
SHEET NO.
13
NOTES:
i. ALL FILL TO BE PLACED AT 95% COMPACTION.
2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L.
3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM
SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L &
SANITARY SEWER MUST BE PROVIDED.
NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE
SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE
FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR
CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE
SPECIFICATIONS, SECTION 302.03G.
NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH
OF lz' OR GREATER SHALL HAVE SAFETY SLABS IN
ACCORDANCE WITH STANDARD SL-1 AS FOUND IN
THE 2oo8 ROAD AND BRIDGE STANDARDS.
NOTE: HDPE CAN BE USED AS AN ACCEPTABLE
SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES.
SEE DETAIL ON SHEET 17 FOR HDPE PIPE
BEDDING INFORMATION.
NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH
OF 4' OR GREATER SHALL HAVE STEPS IN
ACCORDANCE WITH STANDARD ST-1 AS FOUND IN
THE 2oo8 ROAD AND BRIDGE STANDARDS.
c0
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o o F N
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m GRADE (TYP.) n� z z z p/ -
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m
o p o
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00
in -H o
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0 o �0
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/ ROPOSED GRADE (TYP.)
555
m. Vl rl M
>>
F- z z
555
00
m
00
?zz0
_
STR:26 VDOT STD. DI-3B (L=6')
74 H
U vi
LL
a > > >
z z z
Q o)o
RC g
TP=543 83
m
/
ti5F�53
INV IN: 536.35 TO 28
0
0: ,M N° O_
�1
INV OUT: 536.25 TO 8
0
-O O O
55 550
in
-r H r N
0
O `Oil O M
p
>
0 0 of °o n
o �MM
n v �nF
STR:8 VDOT STD. M H
oN
z0
F�5
TP=541.17
H CL > > > >
9 9.
INV IN: 534 ooTOlo
Lnz z z z
545
INV IN: 535.5o TO 26
INV OUT: 529.67 TO 6
15"
RCP
5430
LF (al 5.52%
540
540
PROPOSED
8" DI
� 5
1.4'
15" RCP
WATERLINE
CROSSING
46.oi LF Cal 3.26%
PROPOSED
8" S NITARY
535
SEWER
CROSSING
535
4.1 Li5" RCP
28.o5 LF Cal 2.92%
530 PROPOSED 8" SA ITARY 530
SEWER CROSSING
15" RCP
2
5.S6 LF (al 2.93%
CONTRACTORSHALL INSTALL A
THICK STEEL PLATE AT THE
5�5 BOTTOM OF THE STRUCTURE 5�5
r+) I M 0 ID M 'D ^ 0 01 Ln
111
00
Ln L
0+00 o+So 1+00 1+50 2+00 z+So 3+00
STR-36 - STR-8
570
565
56o
555
550
545
540
535
530
525
D VDOT STD.
RIPRAP OUT
520
INV. OUT=5i
515
PROPOSED GRADE (TYP
STR:io VDOT STD. DI-3B (L=6')
TP=543.92
INV IN: 537.42 TO 12
INV IN: 536.75 TO ioB
INV IN: S40.42 TO ROOFS
INV OUT: 535.17 TO 8
EXISTING GRADE (TYP.) /
STR:8 VDOT STD. MH
TP=541.17
/ INV IN: 534-oo TO io
INV IN: oTO26
0
N
J_
DO
DO
0 0
I- ~
L
O
STR:i8 VDOT STD. DI-3B (L-12') > to F 570
STR:16 VDOT STD. DI-3B (L=6') TP=566.33 ° 0
INV IN: 55935 TO zo �>
TP=559-83 INV IN: 562.83 TO ROOFll u~i H Z
INV IN: 552.77TO 22 INV OUT: 559.25TO16
INV IN: 552.77TO18 /
INV IN: 55633 TO ROOF6 565
INV OUT: 552.67 TO 14 PROPOSED 8" DI
-WATERLINE CROSSING PROPOSED 8" DI
STR:14 VDOT STD. DI-36 (L=8') TP=556.84 WATERLINE CROSSING
INV IN: 549.75 TO 16
INV IN: 55333 TO ROOFS 56o
INV OUT: 54633 TO 12
1.0,
STR:12 VDOT STD. DI-313 (L=6') /
TP=548.28 /
INV IN: 542.25 TO 14 PROPOSED 8" DI 15 RCP o
INV IN: 541.00 TO i2B WATERLINE CROSSING 3o.z3 LF Cal 1.06/0 INV IN: 543 zSTO ROOF4 N_CQ 29a° 555
INV OUT: 540.90 TO to �1 / ti5122 E 4
L iz
/ ✓
535-5
INV OUT: 529.67
TO 600
STR:6 VDOT
STD. DI-36 (L=1o')
PROPOSED
6" DI
TP=534.25
WATERLINE
CROSSING
INV IN: 528.58 TO
8
INV
/
OUT: 523.5o TO
4
1.3'
000
8`FC@289%
y2o.5
STR:4 VDOT STD. DI-313 (L-8')
TP-5TO81
INV IN: 522.25 TO 6
INV IN: S20.27 TO 46
INV OUT: 520.17 TO 2
CONTRACTOR SHALL INSTALL
%" THICK STEEL PLATE AT THE
BOTTOM OF THE STRUCTURE
A
18" RCP
STR:z VDOT STD. MH
54.69 LF (al 2.14%
TP=5z6.00
INV IN: 519.52 TO 4
l.o' CONTRACTOR ISHALL INSTALLA
W THICK STEEL PLATE AT E
INV OUT: 5i9.4z TO /
BOTTOM OF THE STRUCTURE
PROPOSED 8" SANITARY
SEWER CROSSING
1 \
24" RCP
62.iS LF (al 1.75%
L
CONTRACTORSHALLINSTALLA
�'
BOTTOM
THICK STEEL PLATE AT THE
OF THE STRUCTURE
30" RCP
30 R7cp
° g133 LF @ 0.71%
)65.7o LF Q64/0
24 RCP
76.74
LF Qa 2.63%
Ol
I�
N
00 l0
00
N
Ln
Ln
9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00
00 11
J
J
m
EXISTING GRADE (TYP. m m N N
O � 0 p
STR:16 VDOT STD. DI-3B (L=6') 0 ° NO 7 }O O
TP=559.83 O O o Ln r 00
INV IN: 552.77 TO 22 F- N o 0, o 9 It 565
INV IN: 2. TO 18 0-
p N w m cn- ^-0
55 77 > oo ..
INV IN: 556.33 TO ROOF6 >
INV OUT: 552.67TO 14 n Ln _ o
a>>> zz
F-(Lzz_z_ --
Ln
56o 56o
PROPOSED 8" DI I
WATERLINE CROSSING `PROPOSED GRADE (TYP.
I
555 555
L1.1'
I I
i5" RCP
3 4, 55.27 LF Cal 1.63%
550 550
15" RCP
28.73 LF Qa o.8o%
PROPOSED 8" SANITARY
SEWER CROSSING
545 545
N .t
Ol m n
Ln
0+00 0+50 1+00
STR-24 - =-16
25 R� 3.3a%
CONTRACTOR SHALL INSTALL A
-%" THICK STEEL PLATE AT THE
BOTTOM OF THE STRUCTURE
VERTICA� GRAPHf SCALE
2s
.
W
0
Ol
m N
H
W
13+50 14+00
14+50 15+00
15+50
STR-2o TO OUT
J
m N
0 ON
STR:12 VDOT STD. DI-3B (L=6')
0 x O 555
S
TP=548.28
� -O H
INV IN: 543.25 TO 14
o a
on
INV IN: 541.00 TO 12B
a
INV IN: 543.25 TO R00F4
m N
INV OUT: 540.90 TO to
N °' 0
nzO
55o
d > > 550
Ln�-zZ
PROPOSED 8"
WATERLINE CROSSIP
540
535
ROPOSED GRADE (TYP.)
1.3'
540
ti5" RCP
34.o9 LF Cal 1.17%
535
N r
N
4 m
u�
-0+25 0+00 0+50 0+75
STR-12B TO STR-12
( IN FEET )
inch = 5
IN FEET )
nnc
lD
111
M M
^ O
O
�(1
v�i
u^i m
Ll m
Z m'D
m�
Ln
16+oo 16+5o 17+00 17+50 18+00 18+5o
555 0 _
J
v
EXISTING GRADE (TYP.) T
I o 0
TR:lo VDOT STD. DI-313 (L=6') p p
TP=543-92 Ln ~
0
INV IN: 537-42 TO 12 F-
-+
INV IN: 536.7STOloB o m
INV IN: 540.42TO ROOFS m o 00 F
INV OUT: 535.17 TO 8 0 '0
CL o u >
545 `n I~ z
WATERLINE CRC
540
401i
550
545
D GRADE (TN
540
535 1 111 1 53
15" RCP
2
8.96 LF Cal z.S9%
CONTRACTOR SHALL INSTAL
% THICK STEEL PLATE AT TF
530 BOTTOM OF THE STRUCTURE
0
c6
f
0+00 0+50
STR-ioB - STR-so
550
545
540
535
530
525
520
515
19+00 19+25
50
EXISTING GRADE (TYP.)
°m Ji
535
0 -0 0
� 00
O L9 °ry
STR:4 VDOT 5TD. DI-313 (L=8')
0 � N
TP=527-58
m ^�
-
INV IN: 522.25 TO 6
O
11
INV IN: S20.27 TO 4B
r Z Z
INV OUT: 520.17 TO 2
hA
-i
535
530
525 1 525
PROPOSED GRADE (TYP.) PROPOSED 8" DI
WATERLINE CROSSING
1.3'
520 520
15" RCP
27.72 LF jai 1.12%
515 1 1 1 1 515
� N
n �
N N
-0+25 0+00 O+So 0+75
STR-4B TO STR-4
SCOTT/R. CbLLINS'Z
No. 35791
A 11/23/20
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JOB NO.
182152
SCALE
1" = 50�
SHEET NO.
14
EXISTING GRADE (TYP.)
555
555
50
J
V LL
M
O O 00 N
Q� M N O
550
o o O I-
550
-�F-�
°o
~O on o M
STR:28B VDOT STD. DI-36 (L=6')
p o 0 of °o Ln
> O 'T M MH
TP=545.33
Co a.. �
INV IN: 54o.00TOYD-io
N Z z z 0
INV OUT: 539.00 TO 28
545
F a»»
'^ �- z z z z
545
PROPOSED
WATER
ROPOSED GRADE
(TYP.)
540 1 III 1�.5 --J 1 1 540
L15" RCP
535 So.8i LF @a 1.970A 535
U( N N N
O M
0+00 0+50
STR-28B -STR-z8
00
11
M
~ m
555
° 555
EXISTING GRADE (TYP.)
_o
H
1 I
o 0o 4
>>
STR:30 VDOT STD. DI-3B (L=6')
o M
TP=54833
m oo ` FF
INV IN: 541.1oTO3oB
M Ln-0
INV IN: 543.00 TO 32
� H>> 550
L ZZ
INV OUT: 541.00 TO 28
I -I
-PROPOSED GRADE (TYP.)
545 545
1 2' PROPOSED 8" DI
WATERLINE CROSS
540 540
15" RCP
27.75 LF Qa 1.44%
535
U M
M
o00
01
�01
0+00 0+50
STR-3oB - STR-3o
NOTES:
I. ALL FILL TO BE PLACED AT 95%COMPACTION.
2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L.
3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM
SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L &
SANITARY SEWER MUST BE PROVIDED.
NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE
SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE
FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR
CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE
SPECIFICATIONS, SECTION 302.03G.
535
00
GRADE (TYP.
coEXISTING
� M
565
0 0
STR:34 VDOT STD. DI-3B (L=6')
1n _00
F-`^
TP=558.17
0 v
INV IN: 55135TO34B
m1P H
INV IN: 55235TO36
m o
INV IN: 554.67TO ROOF10
w 11 >
INV OUT: 551.25 TO 32
Ln r- z
LPROPO
PROPOSED
8"
DI
WATERLINE CROSSING
NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH
OF i2' OR GREATER SHALL HAVE SAFETY SLABS IN
ACCORDANCE WITH STANDARD SL-1 AS FOUND IN
THE 2oo8 ROAD AND BRIDGE STANDARDS.
NOTE: HDPE CAN BE USED AS AN ACCEPTABLE
SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES.
SEE DETAIL ON SHEET 17 FOR HDPE PIPE
BEDDING INFORMATION.
NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH
OF 4' OR GREATER SHALL HAVE STEPS IN
ACCORDANCE WITH STANDARD ST-1 AS FOUND IN
THE 2oo8 ROAD AND BRIDGE STANDARDS.
550
545
56o
GRADE (TYP.)
555
550
i5" RCP
28.7o LF Qa o.8o%
545
��
�00
0+00 0+50
STR-34B - STR-34
00
J
o am _ LA
't 40 W
P- ry
0 00
00 n N� U4) ^v
p 0 O oq
5�5 N N" > O v 525
-t�.Z Z p m 0 Z H
F d > > > N >
11
0 nrzZZ �Z
LnwZ
520 520
EXISTING GRADE
515
510
VERTICAL GRAPHIC SCALE
5 0 2.5 5 10
( IN FEET )
1 inch = 5 ft.
HORIZONTAL GRAPHIC SCALE
0 25 50 100
( 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 ao
d
m
1 M N
ONO't-t
v a 't0 O O
H 00~
m LnH �- N L
10 00 n ry � 0 �o
5�5 Ln 0 p o o o Ln525
STR:38 VDOT STD. MH-0 - u N >v H " "j -> q FL:
TP=519.92 M ry? Z O ? v O
INV IN: 514.10 TO 38B m 00 F- 0- z z z a >
INV IN:514.1oTO48 0) Ln
0 ~Z
INV OUT. 514.00 Tb EX. CULVERT F 11 > >
1 520 1n F- z z 520
I III III -EXISTING GRADE (TYP.)
PROPOSED GRADE (TYP.) /
515 15" RCP
48.63 LF Qa o.gg%
15" RCP
15.6o LF Qa o.96%
7RC 15" RCP
510 48.67 LF Qa 3.23% 27.81 LF Qa 0.54% 510
a)w m
V V N u N
0+00 0+50 1+00
STR-44 - =-38
i5" RCP
66.17LF@0.73%
0 o o N
N N O
ll1 L1
0+00 0+50
STR-42B - STR-4z
20
515
510
NOTE: WATER MAIN CROSSING BELOW
CULVERT SHALL BE INSULATED.
565 PROPOSED GRADE (TYP.)
565
EXISTING
GRADE
(TYP.)
PROPOSED
VDOT
STD. ES-1
WITH RIPRAP
OUTFALL
560
� �
560
15" RCP
' NV.
IN=56o.42
67.34 LF @ 0'62%
(PROPOSED
INV. OUT=56o.o0
INSULATED
WATERLINE
CROSSING
555
555
O
00 .
�.
Ln .
co O
00 N
N
Ln
0+00 0+50 1+00 1+50
CULVERT
2+00 2+50
t;
SCOTT/R. CbLLINS'Z
No. 35791 �
A 11/23/20 ,4i
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Project Berkmar Overlook
Plan SheetNo.
Designer AML, PE
Sheet 1 of 1
Culvert
Rev. Date
Date 1!3/2020
AHW Controls
STATION:
HYDROLOGICAL DATA:
100 yr. Flood plain
elev.
Design AHW depth
elev.
Structures
elev.
tec. TWelev.
Culvert#1: DA=0.56 ac., Cw=0.45, Tc=13 min., 2-year Q=0.93 Cfs, 10-year Q=1.29
=
Cfs
Shoulder
elev. 562.5
_
CL
elev. 562.33
DISCHARGES USED
RISKASSESSMENT
ADT
Skew
°
Cover a
Q 2 = 0.93 CFS
Detours Available
Length
Q 10 = 1.29 CFS
Overtopping Stage
Q = CFS
Flood Plain Management
Inv, El. 560.42
So=
0.62% Inv. El. 560.00
Q = CFS
Criteria and Significant Impact
Orig. Gr. Elev.
L=
67.34 Ong. Gr. Elev.
Q = CFS
HEADWATER COMPUTATIONS
CONT.
OUTLET
End
INLET CONT.
OUTLET CONTROL
CULVERT TYPE & SIZE
Q
Q/B
HW.
VELOCITY
Treat
COMMENTS
HW/D
HW
Ke
do
(dc+D)/2
ho
H
LSo
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
05
0.5
3.18
ES-1
VDOTSTD. EC-1 Class Al OutletPmkcton
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
0.5
0.6
3.46
STR:48 VDOT STD. DI-i
TP=519.5o
PROPOSED GRADE (TYP.) INV IN: 514-55 TO SWM
INV IN: 514-SS TO 5o
STR:38 VDOT STD. MH INV OUT: 514-45 TO 38
TP=519.92 5�5
INV IN: 514.10 TO 38B
INV IN: 514.10 TO 48 STR:So VDOT STD. DI-3B (L=6')
INV OUT. 514.00 Tb EX. CULVERT
rINV OUT: 54-548
2o I
520 �-11
XISTING GRADE (TYP.)
515 1 111 1 11 1 11 1 515
24" RCP 15" RCP
17.06 LF t7a 2.05% 18.82 LF @ 1..97%
510 I I I 510
m
Ln
0+00 0+50
JSTR-50-STR-38
535
EXISTING GRADE
(TYP.)
H-
V
PROPOSED
GRADE (TYP.
H, 00
Ln a
530
An 0
530
00
m
Ln
n
m
O
Ln�p
F-
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LA vi O
5�5
0 o a a
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V)Fz
525
LnFzzz
520
520
515
00
515
2
LF
118.99
510
510
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0+00 0+50 1+00
SWIM - STR-48
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JOB NO.
182152
SCALE
111 = 501
SHEET NO.
15
PTH °Ft
PPSCOTT R. LLINSZ
\ C) Lic. No. 035791
♦♦ r _ \ �� \ \ - \ \ P \ dr 12/11/20
IONAL S
YD-g ' . - ♦ ��. CULVERTAl
♦ / A \
` PROPOSED PRIVATE YARD LOT 6 w w
-\ & ROOF DRAIN SYSTEM
P- - \ P -P / �- ♦ ♦ ♦ s w
. A \ \ \\ V P\ \ \P UYD-8 z
z5aK
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LO 5
PROPOSED DRAINAGE DIVIDE TYP.)x O U) K
> o 0
-PROPOSED DRAINAGE DIVIDE (TYP.) LOT4 , �, YD-18 `a -�� RpP \ \ LU w w
v LOT
i _ s
\ -
YD-7 T8
-- '- l - -
P S YD 3.7 YD i6 s�� o 0
s�
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� r-i � 6 YD i5 � PROPOSED F N N
6 \ PR ED PRIVATE YARD
Q re)
YD-6 �i S ♦ LOT g ♦ 6 DLO 3 & ROOF DRAIN SYSTEM
- � - r ♦♦ � _ - - - � �
1
\ P LOT v LO LOTiz
\� ♦ ♦ i
T
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DRAINAGE DESCRIPTIONS
PIPE INFORMATION
INLET INFORMATION
STIR. NO.
DIA.
(in.)
LENGTH'
(fl.)
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
151.2.2
4.29%
559.25
552.77
RCP
16
DI36
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
DI313
CG-6
6
548.28
\ 11
18
120.58
2.89%
540.90
537.42
RCP
10
DI-36
CG-6
6
543.92
9
18
54.69
2.14%
535.17
534.00
RCP
8
MN
CG-6
0
541.17
7
24
62.15
1 1,75%
529.67
1 528.58
1 RCP
6
DI-3B
CG-6
10
534.25
5
24
76.74
1.63%
523.50
522.25
RCP
4
DI-36
CG-6
8
527.58
3
30
91.33
0.71%
520.17
519.52
RCP
2
MH
CG-6
0
526.00
1
30
65.70
0.64%
519.42
519.00
RCP
- 4B
DI-38
CG-6
8
527.67
4A
15
27.72
1,12%
520.58
520.27
RCP
106
DI-3C
CG-6
8
544.08
10A
15
28.96
2.59%
537.50
536.75
RCP
12B
DI-36
CG-6
12
548.27
12A
15
34.09
1.17%
541.40
541.00
RCP
24
DI-3B
CG-6
6
559.63
23
15
55.27
1.63%
554.00
553.10
RCP
22
DI-36
CG-6
8
559.92
21
15
28.73
0.80%
553.00
552.77
RCP
36
DI-36
CG-6
8
561.08
35
15
55.41
5.38%
555.33
552.35
RCP
34
DI-3B
CG-6
6
558.17
33
15
99.78
5.16%
551.25
546.10
RCP
32
DI-36
CG-6
8
552.00
31
15
54.30
5.52%
546.00
543.00
RCP
30
13I-36
CO-5
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%
537A7
536.35
RCP
26
DI-36
CG-6
6
543.83
25
15
25.56
2.93%
536.25
535.50
RCP
28B
DI-38
CG-6
6
545.33
28A
15
50.81
1.97%
539.00
538.00
RCP
30B
DI-36
CG-6
8
548.50
30A
15
27.75
1.44%
541.50
541.10
RCP
34B
DI-313
CG-6
8
558.67
34A
15
28.70
0.80%
551.58
551.35
RCP
44
0I-1
CG-6
0
521.00
43
15
48.63
0.99%
516.75
516.27
RCP
42
DI3B
CG-6
8
521.08
41
15
27.81
0.54%
516.17
516.02
RCP
40
DI-36
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
DI3B
CG-6
6
520.17
49
15
18.82
1.97%
514.92
514.55
RCP
48
DI-1
CG-6
0
519.50
47
24
17.06
2.05%
514.45
514.10
RCP
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
1 66.17
0.73%
516.75
516.27
RCP
Public Drainage Easement Chart
Pipe No.
Size (inches)
Max Depth (feet)
Easement Width Required (feet)
Easement Width Provided (feet)
3
30
4.5
13.5
20
15
15
6.2
15.7
20
23
15
5.3
13.9
20
25
15
6.0
15.3
20
29
15
5.7
14.7
20
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Structure
Area
CW
t°
(Acres)
(Min.)
2
0.00
0.90
5.0
4
0.09
0.65
5.0
4B
0.15
0.55
6.0
6
0.11
0.75
5.0
8
0.00
0.90
5.0
10
0.12
0.70
6.0
10B
0.18
0.50
6.0
12
0.16
0.70
6.0
12B
0.33
0.65
6.0
14
0.14
0.65
6.0
16
0.12
0.70
5.0
18
0.42
0.70
6.0
20
0.35
0.70
6.0
22
0.18
0.70
6.0
24
0.04
0.60
5.0
26
0.05
0.75
5.0
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
SA M
0.01
0.90
5.0
42B
0.79
0.60
10.0
ROOF 1
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
ROOF11
0.12
0.90
5.0
YD-1
0.27
0.30
9.0
YD-2
0.14
0.50
6.0
YD-3
0.17
0.50
6.0
YD-4
0.15
0.30
6.0
YD-5
0.13
0.50
5.0
YD-6
0.03
0.30
6.0
YD-7
0.05
0.30
6.0
YD-8
0.03
0.55
6.0
YD-9
0.09
0.50
6.0
YD-10
0.00
0.90
5.0
YD-11
0.08
0.50
6.0
YD-12
0.16
0.45
6.0
YD-13
0.07
0.45
6.0
YD-14
0.11
0.45
6.0
YD-15
0.10
0.50
6.0
YD-16
0.05
0.50
6.0
YD-17
0.09
0.55
6.0
YD-18
0.04
0.75
6.0
YD-19
0.17
0.45
6.0
YD-20
0.08
0.40
6.0
YD-21
0.07
0.50
6.0
YD-22
0.04
0.50
6.0
CULVERT
0.56
0.45
13.0
YD-23
0.01
0.30
5.0
YD-24
0.07
0.30
5.0
YD-25
0.04
0.30
5.0
YD-26
0.03
0.30
5.0
YD-27
0.02
0.30
5.0
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Project:
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Job it:
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PIPE DESIGN
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Pipe
Hydrology
Pipe
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N N E N O
c o d E m
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ape run: STR-20 - SWM Basin
20
18
0.35
0.70
0.245
0.245
6.00
6.35
1.56
1.56
559.67
559.35
30.2
0.013
0.0106
15
6.65
4.36
0.12
18
16
0.42
0.70
0.294
0.539
6.12
6.32
1.86
3.40
559.25
552.77
151.2
0.013
0.0429
15
13.38
9.05
0.28
16
14
0.12
0.70
0.084
1.124
6.39
6.24
0.52
7.01
552.67
549.75
86.4
0.013
0.0338
15
11.88
10.06
0.14
14
12
0.14
0.65
0.091
1.215
6.54
6.20
0.56
7.53
546.33
541.25
122.3
0.013
0.0415
15
13.16
11.07
0.18
12
10
0.16
0.70
0.112
1.541
6.72
6.14
0.69
9.47
540.90
537.42
120.6
0.013
0.0289
18
17.86
10.19
0.20
10
8
0.12
0.70
0.084
1.715
6.92
6.09
0.51
10.44
535.17
534.00
54.7
0.013
0.0214
18
15.37
9.33
0.10
8
6
0.00
0.90
0.000
2.738
7.02
6.06
0.00
16.60
529.67
526.58
62.2
0.013
0.0175
24
29.93
9.76
0.11
6
4
0.11
0.75
0.083
2.821
7.12
6.03
0.50
17.02
523.50
522.25
76.7
0.013
0.0163
24
28.88
9.55
0.13
4
2
0.09
0.65
0.059
3.157
7.26
6.00
0.35
18.94
520.17
519.52
91.3
0.013
0.0071
30
34.56
7.16
0.21
2
OUT
D.00
0.9D
0.000
3.157
7.47
5.95
0.00
18.94
519.42
519.00
65.7
0.013
0.0064
30
32.81
6.90
0.16
ape run: STR-4B - SiR-4
4B
4
0.15
0.55
0.083
0.278
6.00
6.35
0.52
1.76
520.58
520.27
27.7
0.013
0.0112
15
6.84
4.63
0.10
ape run: STR-10B - STR-10
10B
10
0.18
0.50
0.090
0.090
6.00
6.35
0.57
0.57
537.50
536.75
29.0
0.013
0.0259
15
10.40
4.38
0.11
ape run: STR-12B - STR-12
12B
12
0.33
0.65
0.215
0.215
6.00
6.35
1.36
1.36
541.40
541.00
34.1
0.013
0.0117
15
6.99
4.34
0.13
ape run: STR-24 - SiR-16
24
22
0.04
0.60
0.024
0.375
5.00
6.67
0.16
2.50
554.00
553.10
55.3
0.013
0.0163
15
8.25
5.83
0.16
22
16
0.18
0.70
0.126
0.501
6.00
6.35
0.80
3.18
553.00
552.77
28.7
0.013
0.0080
15
5.78
4.79
0.10
ape run: STR-36 - SiR-8
36
34
0.22
0.55
0.121
0.121
6.00
6.35
0.77
0.77
555.33
552.35
55.4
0.013
0.0538
15
14.98
6.31
0.15
34
32
0.07
0.70
0.049
0.260
6.16
6.3D
0.31
1.64
551.25
546.10
99.8
0.013
0.0516
15
14.67
7.78
0.21
32
30
0.15
0.60
0.090
0.350
6.37
6.24
0.56
2.18
546.00
543.00
54.3
0.013
0.0552
15
15.18
8.67
0.10
30
28
0.07
0.70
0.049
0.543
6.48
6.21
0.30
3.37
541.00
539.50
46.0
0.013
0.0326
15
11.66
8.13
0.09
28
26
0.11
0.70
0.077
0.986
6.57
6.19
0.48
6.10
537.17
536.35
28.1
0.013
0.0292
15
11.04
9.21
0.05
26
8
0.05
0.75
0.038
1.023
6.62
6.17
0.23
6.31
536.25
535.50
25.6
0.013
0.0293
15
11.06
9.30
0.05
ape run: STR-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
ape run: STR-306 - STR-30
30B
30
0.09
0.70
0.063
0.144
5.00
6.67
0.42
0.96
541.50
541.10
27.6
0.013
0.0144
15
7.75
4.22
0.11
ape run: STR-34B - STR-34
34B
34
0.12
0.75
0.090
0.090
6.00
6.35
0.57
0.57
551.58
551.35
28.7
0.013
0.0080
15
5.78
2.98
0.16
ape run: STR-44 - IXISTING OUiFALL
44
42
0.35
0.35
0.123
0.123
11.00
5.18
0.63
0.63
516.75
516.27
48.6
0.013
0.0099
15
6.43
3.32
0.24
42
40
0.14
0.65
0.091
0.688
11.24
5.13
0.47
3.53
516.17
516.02
27.6
0.013
0.0054
15
4.75
4.23
0.11
40
38B
0.15
0.70
0.105
0.793
11.35
5.11
0.54
4.05
515.92
514.35
48.7
0.013
0.0323
15
11.61
6.53
0.10
38B
38
0.06
0.85
0.051
0.844
11.45
5.10
0.26
4.30
514.25
514.10
15.6
0.013
0.0096
15
6.33
5.53
0.05
38
OUi
0.00
0.90
0.000
0.946
11.50
5.09
0.00
27.22
514.00
511.30
117.5
0.013
0.0223
24
33.78
11.96
0.16
ape run: STR-50 - SiR-38
50
48
0.10
0.60
0.060
0.060
6.00
6.35
0.38
0.38
514.92
514.55
18.8
0.013
0.0197
15
9.07
3.49
0.09
48
38
0.11
0.30
0.033
0.102
6.09
6.32
0.21
27.22
514.45
514.10
17.1
0.013
0.0205
24
32.39
11.55
0.02
ape run: SWM - STR-48
SWM
48
0.01
0.90
0.009
O.OD9
5.00
6.67
0.06
27.22
516.92
514.55
119.0
0.013
0.0199
24
31.91
11.41
0.17
ape run: STR-42B - STR-42
42B
42
0.79
0.60
0.474
0.474
10.00
5.37
2.55
2.55
516.75
516.27
66.2
0.013
0.0073
15
5.52
4.38
0.25
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
a �
m
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c oa � m n
w �
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13
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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
0.0633
4.1650
3.03
0.99
3.5192
0.1466
0.1652
6.38
1.25
1.00
0.33
0.00
6
3B
10.0
0.11
0.75
0.083
0.33
0.00
0.33
0.0996
0.0200
2.0
0.0833
4.1650
2.86
0.99
3.5192
0.1466
0.1652
7.02
1.42
1.00
0.33
0.00
10
3B
6.0
0.12
0.70
0.084
0.34
0.01
0.34
0.0200
0.0200
2.0
0.0833
4.1650
3.91
0.95
3.5192
0.1466
0.1593
4.50
1.33
1.00
0.34
0.00
12
3B
6.0
0.16
0.70
0.112
0.45
0.00
0.45
0.0505
0.0200
2.0
0.0833
4.1650
3.64
0.97
3.5192
0.1466
0.1622
6.58
0.91
0.99
0.44
0.01
10
12B
3B
12.0
0.33
0.65
0.215
0.86
0.00
0.86
0.0505
0.0200
2.0
0.0833
4.1650
4.65
0.90
3.5192
0.1466
0.1520
8.99
1.33
1.00
0.86
0.00
14
3B
8.0
0.14
0.65
0.091
0.36
0.00
0.36
0.0603
0.0200
2.0
0.0833
4.1650
3.26
0.98
3.5192
0.1466
0.1637
6.33
1.26
1.00
0.36
0.00
16
3B
6.0
0.12
0.70
0.084
0.34
0.00
0.34
0.0223
0.0200
2.0
0.0833
4.1650
3.81
0.96
3.5192
0.1466
0.1608
4.59
1.31
1.00
0.34
0.00
18
3B
12.0
0.42
0.70
0.294
1.18
0.00
1.16
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
0.0633
4.1650
2.79
0.99
3.5192
0.1466
0.1652
5.54
1.44
1.00
0.25
0.00
32
3B
8.0
0.15
0.60
0.090
0.36
0.00
0.36
0.0627
0.0200
2.0
0.0833
4.1650
3.22
0.98
3.5192
0.1466
0.1637
6.37
1.26
1.00
0.36
0.00
34
3B
6.0
0.07
0.70
0.049
0.20
0.00
0.20
0.0559
0.0200
2.0
0.0633
4.1650
2.62
0.99
3.5192
0.1466
0.1652
4.74
1.27
1.00
0.20
0.00
34B
3B
8.0
0.12
0.75
0.090
0.36
0.00
0.36
0.0617
0.0200
2.0
0.0833
4.1650
3.23
0.98
3.5192
0.1466
0.1637
6.34
1.26
1.00
0.36
0.00
36
3B
8.0
0.22
0.55
0.121
0.48
0.00
0.48
0.0375
0.0200
2.0
0.0833
4.1650
3.96
0.95
3.5192
0.1466
0.1593
6.29
1.27
1.00
0.48
0.00
40
3B
8.0
0.15
0.70
0.105
0.42
0.00
0.42
0.0348
0.0200
2.0
0.0833
4.1650
3.81
0.97
3.5192
0.1466
0.1622
5.73
1.40
1.00
0.42
0.00
42
3B
8.0
0.14
0.65
0.091
0.36
0.00
0.36
0.0348
0.0200
2.0
0.0833
4.1650
3.61
0.97
3.5192
0.1466
0.1622
5.39
1.48
1.00
0.36
0.00
50
3B
6.0
0.10
0.60
0.060
0.24
0.00
0.24
0.0217
0.0200
2.0
0.0833
4.1650
3.38
0.98
3.5192
0.1466
0.1637
3.91
1.54
1.00
0.24
0.00
STRUCCORE
DRAINAGE
D
�
FLOW TYPE
II�T.Er
TYPE
AREA
(FTC)
PEBIlVIEIER
(FT)
A
(ACRES)
C
[
(IN/HI2)
Q
(CF3)
YD-1
24"NybplastYardTnbt
1.40
21.73
0.27
0.30
4.00
0.324
0.35
WIIRFLOW
YD-1
24"NybplastYardInbt
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
YD-1
24" Nyloplast Yard Inlet - 50% clogged
0.70
10.87
0.27
0.30
6.50
0.527
0.77
WEIR FLOW
YD-2
12" Nyloplast Yard Inbt
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 FLAW
YD-2
12" Nybplast Yard Inlet - 50% clogged
0.22
5.60
0.14
0.50
4.00
0.280
0.78
WEIRFLOW
YD-2
12" Nyloplast Yazd Inlet - 50% clogged
0.22
5.60
0.14
0.50
6.50
0.455
1.86
WEIR FLOW
YD-3
12"N bplastYardInbt
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
OAS
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"NyloplastYazdInlet-50%clogged
0.22
5.60
0.17
0.50
6.50
0.553
2.74
WEIR FLOW
YD-4
12" Nybplast Yard Inlet
0.43
11.19
0.15
0.30
4.00
0.180
0.37
WEIR FLOW
YD-4
12" Nyloplast Yard Inlet
0.43
11.19
0.15
0.30
6.50
0.293
0.51
WEIR FLOW
YD-4
12" Nyloplast Yazd Inlet - 50% clogged
0.22
5.60
0.15
0.30
4.00
0.180
0.55
WEIR FLOW
YD-4
12" Nyloplast Yard Inlet - 50% cloyed
0.22
5.60
0.15
0.30
6.50
0.293
0.81
WEIR FLOW
YD-5
12" Nyloplast Yard Inlet
0.43
11.19
0.13
0.50
4.00
0.260
0.47
WEIR FLOW
YD-5
12" Nyloplast Yard Inlet
0.43
11.19
0.13
0.50
6.50
0.423
0.65
WEIR FLAW
YD-5
12" Nyloplast Yazd Inlet - 50% clogged
0.22
5.60
0.13
0.50
4.00
0.260
0.75
WEIRFLOW
YD-5
12" Nyloplast Y
�^ TH 0FG
SCOTT R. LLINS'Z
U No. 35791 �
°p 11/23/20
��s'SIONAL EGOS
W
W
Z
Z
N
z
0
U
H o
Z
W c
F o
U
w F o`
w =
W f >
Z CC O y
g � u °
C w U o
w - Z d
LL
Zo�ow s
J Z W
lL Q Z O
Z
w Q LU .3
Z Z
N O m Z z °
~ _ = Z y
> O
W Lu J w g c
Q J cc U
H � W i
for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr � Z o
m w o
J �
Q >
w
w C °
a
w o
w
y
0
U
O
O
N N N
O y
N _
Q W N
rn -
7 W ti o
c
a
N
c
r >
0
M
t
M 3
t °
N
0
C10 Q
C
r o
W 0! N z
p Q
N
N
for inlets drainingto stormwater management facilities where owdand flow to facilities is not available 100% capture is required at 6.5in/hr N LU U
9 P q Q w z
O °
t
Z _ N
a
J I-
°
ao
> Q J
w z D-
~ LL J 3
L9 <O c
`, U °
i
U
" I 7
2 2 - 0 Z < O 111
o
O
W r am
Z
cI °
c
W U-j Q T
0
'^
v/ ° 0
z
it
* Ln
gutter longitudinal slope of 0.001 should be used in a sump condition W Q z
grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth Z
for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities W w
NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas.
i z
0
W U
uJ
J
a
Q >
O
O
N
w
E
F U
O
LU w
w °
a L o
U
JOB NO. °
182152 °
SCALE °
* gutter longitudinal slope of 0.001 should be used in a sump condition N/A
grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth a
for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities SHEET No.
NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas.
STRUCTURE DRAINAGE
hco
t
a06
rd Inlet - 50% clogged Q22 5.60 0.13 0.50 6.50 0.423 1.60 WEIR
ace
r
a0 ID on
rd Inlet - 50% clogged
18
INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE)
Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth)
Mannings Coefficient, n is 0.013
Inlet
Hydrology
Curb and Gutter
Inlet
c
wo
a rn
m t
N
O
V
� O
C p
o o u 'm c
�
o'm
o
w > y
� 10 l`n 'o- >S '° o
(p)
� � c O •-
� N OI Ot N y „
y w
N II II W c O �. E
c �
c
U U Ci d Cy1
U! � F w
N Zn N � � W O O cwi K
4
38
8.0
0.09
0.65
0.059
0.38
0.00
0.38
0.0726
0.0200
2.0
0.0833
4.1650
3.20
0.99
3.5192
0.1466
0.1652
6.78
1.18
1.00
0.38
0.00
4B
3B
8.0
0.15
0.55
0.083
0.54
0.00
0.54
0.0726
0.0200
2.0
0.0833
4.1650
3.64
0.97
3.5192
0.1466
0.1622
7.91
1.01
1.00
0.54
0.00
6
3B
10,0
0.11
0.75
0.083
0.54
0.00
0.54
0.0996
0.0200
2.0
0.0833
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
5.88
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
38
12.0
0.33
0.65
0.215
1.39
0.00
1.39
0.0505
0.0200
2.0
0.0833
4.1650
5.58
0.85
3.5192
0.1466
0.1446
11.36
1.06
1.00
1.39
0.00
14
38
8.0
0.14
0.65
0.091
0.59
0.00
0.59
0.0603
0.0200
2.0
0.0833
4.1650
3.91
0.96
3.5192
0.1466
0.1608
7.84
1.02
1.00
0.59
0.00
16
3B
6.0
0.12
0.70
0.084
0.55
0.00
0.55
0.0223
0.0200
2.0
0.0833
4.1650
4.57
0.92
3.5192
0.1466
0.1549
5.75
1.04
1.00
0.55
0.00
18
36
12.0
0.42
0.70
0.294
1.91
0.00
1.91
0.0319
0.0200
2.0
0.0833
4.1650
6.84
0.75
3.5192
0.1466
0.1300
12.04
1.00
1.00
1.91
0.00
20
36
10.0
0.35
0.70
0.245
1.59
0.00
1.59
0.0233
0.0200
2.0
0.0833
4.1650
6.78
0.77
3.5192
0.1466
0.1329
10.02
1.00
1.00
1.59
0.00
22
38
8.0
0.18
0.70
0.126
0.82
0.00
0.82
0.0223
0.0200
2.0
0.0833
4.1650
5.32
0.87
3.5192
0.1466
0.1476
7.02
1.14
1.00
0.82
0.00
24
3B
6.0
0.04
0.60
0.024
0.16
0.00
0.16
0.0162
0.0200
2.0
0.0833
4.1650
3.04
0.99
3.5192
0.1466
0.1652
2.97
2.02
1.00
0.16
0.00
26
36
6.0
0.05
0.75
0.038
0.24
0.00
0.24
0.0200
0.0200
2.0
0.0833
4.1650
3.45
0.97
3.5192
0.1466
0.1622
3.86
1.55
1.00
0.24
0.00
28B
38
6.0
D.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
3.37
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
0.0633
4.1650
3.00
0.99
3.5192
0.1466
0.1652
6.27
0.96
1.00
0.32
0.00
30B
38
8.0
0.09
0.70
O.1J63
0.41
0.00
0.41
0.0659
0.0200
2.0
0.0833
4.1650
3.35
0.98
3.5192
0.1466
0.1637
6.83
1.17
1.00
0.41
0.00
32
38
8.0
0.15
0.60
0.090
0.59
0.00
0.59
0.0627
0.0200
2.0
0.0833
4.1650
3.87
0.96
3.5192
0.1466
0.1608
7.90
1.01
1.00
0.59
0.00
34
3B
6.0
0.07
0.70
0.049
0.32
0.00
0.32
0.0559
0.0200
2.0
0.0833
4.1650
3.14
0.99
3.5192
0.1466
0.1652
5.82
1.03
1.00
0.32
0.00
346
36
8.0
0.12
0.75
0.090
0.59
0.00
0.59
0.0617
0.0200
2.0
0.0833
4.1650
3.88
0.96
3.5192
0.1466
0.1608
7.86
1.02
1.00
0.59
0.00
36
38
8.0
0.22
0.55
0.121
0.79
0.00
0.79
0.0375
0.0200
2.0
0.0833
4.1650
4.76
0.90
3.5192
0.1466
0.1520
7.93
1.01
1.00
0.79
0.00
40
3B
8.0
0.15
0.70
0.105
0.68
0.00
0.68
0.0348
0.0200
2.0
0.0833
4.1650
4.57
0.92
3.5192
0.1466
0.1549
7.22
1.11
1.00
0.68
0.00
42
36
8.0
0.14
0.65
0.091
0.59
0.00
0.59
0.0348
0.0200
2.0
0.0833
4.1650
4.34
0.92
3.5192
0.1466
0.1549
6.80
1.18
1.00
0.59
0.00
50
36
6.0
0.10
0.60
0.060
0.39
0.00
0.39
0.0217
0.0200
2.0
0.0833
4.1650
4.05
0.95
3.5192
0.1466
0.1593
4.87
1.23
1.00
0.39
0.00
D
(IN)
FLOW TYPE
INI:EI'
TYPE
AREA
(FT2�
PERIMETER
(FT)
A
(ACRES)
C
I
(IN/HR)
Q
(CFS)
44
DI-1
2.33
10.00
0.35
0.35
4.00
0.49
0.8
WEIRFLOW
44
DI-1
2.33
10.00
0.35
0.35
6.50
0.80
1.1
WEIR FLOW
44
DI-1 - 50% clogged
1.17
5.00
0.35
0.35
4.00
0.49
1.2
WEIR FLOW
44
DI-1 - 50% clogged
1.17
5.00
0.35
0.35
6.50
0.80
1.7
WEIR FLOW
48
DI-1
2.33
10.00
0.11
0.30
4.00
0.13
0.3
WEIR FLOW
48
DI-1
2.33
10.00
0.11
0.30
6.50
0.21
0.4
WEIR FLOW
48
DI-1 - 50% clogged
1.17
5.00
0.11
0.30
4.00
0.13
0.5
WEIR FLOW
48
DI-1 - 50% clogged
1.17
5.00
0.11
0.30
6.50
0.21
0.7
WEIR FLOW
INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH)
Intensity
4.00
(Intensity
is 4 in/hr
for spread, and 6.5 in/hr for capacity and
depth)
Mannings Coefficient, n is 0.013
Inlet
Hydrology
Curb and Gutter
Inlet
C
C
a
i0
N
D
y
d
N
O
6
4
�
C
C
c
C
N
N
w
w
O
w
L
d
N
�
U
�
C
o
�
c°�
�
m
m
�
E
�
w
O
N
c
c
w
E
O
c
O
`
c
c
W
w
p
Q n
a
left
0.05
0.50
0.025
0.10
0.00
0.10
0.0010
0.0200
2.0
0.0200
1.0000
4.33
right
0.13
0.50
0.065
0.26
0.00
0.26
0.0010
0.0200
2.0
0.0200
1.0000
6.20
10B
3C
8.0
combined flow
0.4
0.06
0.124
2.83
left
0.06
0.70
0.042
0.17
0.00
0.17
0.0010
0.0200
2.0
0.0200
1.0000
5.26
right
0.05
0.70
0.035
0.14
0.00
0.14
0.0010
0.0200
2.0
0.0200
1.0000
4.91
28
3C
8.0
combinetl flow
0.3
0.05
0.111
2.55
left
0.03
0.85
0.026
0.10
0.00
0.10
0.001 D
0.0200
2.0
0.0833
4.1650
4.36
rig
INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH)
Intensity 6.50
(Intensity
is 4 in/hr
for spread, and 6.5 in/hr for capacity and depth)
Mannings Coefficient, n is 0.013
Inlet
Hydrology
Curb and Gutter
Inlet
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0.16
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0.16
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0.0200
2.0
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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
4.7650
3.60
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
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8.0
combined fbw
0.3
0.05
0.117
2.68
PLANT
LIST
SYMBOL
BOTANICAL NAME
COMMON NAME
SIZE (MIN.)
CANOPY
STREET TREE QUANTITY
SITE QUANTITY
TOTALCANOPY
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
30
9870
UAP
PRINCETON ELM
ULMUSAMERICANA TRINCETON'
1-1/2" cal.
397
14
5558
UPA
ULMUS PARVIFOLIA
ALLEE ELM
1-1/2" cal.
366
2
732
UNDERSTORY TREES
CFA
CORNUS FLORIDA
APPALACHIAN SPRING DOGWOOD
6-T ht.
124
10
1240
MG
MAGNOLIA GRAN DIFLORA TITTLE GEM'
LITTLE GEM MAGNOLIA
6-8' ht.
82
13
1066
MV
MAGNOLIA VIRGIN ICA
SWEETBAY MAGNOLIA
6-Tht.
113
10
1130
PA
PRUNUSSUBHIRTELLA'AUTUMNALIS'
AUTUMNALIS CHERRY
6-8'ht.
77
3
231
SCREENING
MN
ILEX'MARY NELL'
MARY NELL' HOLLY
4-T ht.
44
8
352
PS
PINUSSTROBUS
EASTERN WHITE PINE
4-Tht.
118
22
2596
JV
JUNIPERUSVIRGINIANA
EASTERN RED CEDAR
4-Tht.
16
25
400
SHRUBS
CJ
CALLICARPA AMERICANA
AMERICAN BEAUTYBUSH
24" min
12
78
936
IG
ILEX GLABRA'SHAMROCK'
SHAMROCK INKBERRY HOLLY
24" min
23
59
1357
JN
JASMINUM NUDIFLORUM
WINTERJASMINE
24" min
154
(excluded from canopy)
55
0
MP
MYRICA PENNSYLVANICA
NORTHERN BAYBERRY
24" min
79
54
4266
NHD
NANDINA DOMESTICA
HARBOUR DWARF NANDINA
24" min
156
149
23244
VB
VIBURNUM XBURKWOODII
BURKWOOD VIBURNUM
30" min
22
55
1210
VP
VIBURNUM X PRAGENSE
PRAGUEVIBURNU
4-5'ht
36
13
468
TOTAL:
TOTAL:
88380
Tree Planting and Staking Detail
Not To Scale
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, #12 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
Evergreen Tree Planting Detail
Not To Scale
TREES UP TO 4" CAL. SHALL BE STAKED
WITH 2-2" x2" HARDWOOD STAKES.
TREES OF 4" CAL. OR LARGER SHALL BE
GUYED WITH 3 EQUALLY SPACED, TWISTED,
AND TURNBUCKLES. LOOP HOSE AROUND
TRUNK. FLAG WIRES WITH COURVEY TAPE.
REFER TO SPECIFICATIONS FOR
FURTHER INFORMATION
GUYWIRES WITH RUBBER HOSE AND
TURNBUCKLES 2/3 UP TREE
2" x2" HARDWOOD STAKES, ALIGN
TOP OF STAKES
MULCH SAUCER
AMENDED SOIL MIX
CUT AND REMOVE BURLAP FROM TOP
2/3 OF BALL AS SHOWN
SCARIFY SUBSOIL TO 4" MIN. DEPTH
COMPACTED SUBGRADE
1992 3.38
FENCING AND
ARMORING
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Lic. No. 035791 l�
01/25/21 c�
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\ - JA I / / -- A i AVM \ TMP 45-82A Ul z f a
LOT24 35 NHD N F THIRD MESA LLC > > > 0 m
4 V A DB 4841 PG 138 COriSeI�/atlOri Plari NOtOS: w w < ❑
\ \------_ — / --, - - - �-_ \ \ \ \ a w W
1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR w o
LSR
3QS� - - -w�_ 1 -�t- �.- \ Y \ \ / RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND w
DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY
THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING
a,
- GJ
- --- j �_
�. � ) w�� I,. LOT 25 35 1 � / DEPARTMENT.
S D TREEI w + '� ''. ' "-- s �' a s_, ` V A` \ 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION o o 0 0 0 0
�iil LSR zASL - %� ---- PU. ICR W w. \'" '. r • • •" - - -r {�I �I \ \::. V !- ,.� �� MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF LU o O o 0 CD CD CD
- - - �.w �,„�wS TREES TO BE PRESERVED AND PROTECTED.
w / - - - 3 LSR - \ I \ \ \\ \ VAR. WIDTH LANDSCAPE M M M ID 00 M 00%
N N N N N
3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER ti M o .�_1 w /•'' ' ` t • ' s.. - L,-=. __ - -`__ _—J 3QP `I-�� -LL \ \'• '�\� �\ AINTENANCEEASEMENT MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL
t -
- _
-I' DB. PG.
�� .. _.•.. -. 5 ,.. / _ { __ L ,., � _, _ I__. I I N I': •. LOT z6 q \ \ NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED.
- - - •' - ,5 ;g --< - - �\ - +,_ - - - (- _ - I 'i 11,,,, ,., �� CIF - •�� \ V 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES
_: \ / �•, �� \ \ \ -� \ TO BE PRESERVED AND PROTECTED.
_ J ASL
4 TMP 45-81
x C lAR i f — — — — I — — - \ ° \ \ —' — II N/F T RD MESA LLC 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE
i1 • - �I I il.. \ \,,... \ \ \ _1AR- \ • \4 \\ DB 4841 PC 138 OF TREES TO BE PRESERVED AND PROTECTED.
'I. 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS z
��\ ,', I �I \ BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY
LOT 1 t ,, I. 1 - i �I \ ENGINEERING DEPARTMENT.
3 'II I \ \
LOT LOT 32 \ 11�. I. I,\ IFI,. 1 I I `� J \ 7. WHEN TELEPHONE CHI OTHER UTILITY YKINDSEOF RVICE IS RGRNECO ND WATER, ETHE SEWER,
LECTRIITS TREEABLE, M J
6P5 33 22NHD 3ASL \ ❑ lASL I LOT2 I J \ PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS M ^
\ LOT 3 `I n 111� I i 7 I I \ \ \ - - _ _ - - - - - OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING LL
\ LOT 6 LOT 35 I I VAR. WIDTH LANDSCAPE a �i '� n - I �\I , • \ SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL CV
3JV LOT 2 LOT 41 LOT 40 LOT 39 / LOT 38 LOT 37 3 MAINTENANCE EASEMENT - 9C )\ SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED.
n
DB. PG. u \
\I - ` I \ \ 8. ANY DAMAGE TO THE CROWN, TRUNK, R ROOT SYSTEM OF ANY TREE R BE
4 J r �' 11. N I �' I AS \ \ PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH �
THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR 1 H�
LOT £� SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE
/ J
\ / SPECIALIST. N
9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE CA
rr P f \ PRESERVED AND PROTECTED SHALL BE AERATED D BY PUNCHING H 12 DEEP AIRON
ND
BAR EVERY 18 OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN
MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. N
LOT 2 I-�` ✓
---------- - - WITH AN
g I 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION
• - - - - - - CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP.
I �/ / 4 i 11GB I �_ oCJ
VAR. WIDTH LANDSCAPE • • • • --- --�-_�--_- X- w - o / - ii 11 _ ii. I �. _.�' 3PA \
MAINTENANCE EASEMENT / / Q / \ I i
\ NOTES: Z—.1 Q
Lij
DB.—PG.— _ / � o � _1. SLOPES GREATER THAN 1 SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX WITH J
zg CJ 36 NHD /: / co � 1 I �� _ ,� 3' J
VAR. WIDTH LANDSCAPE EN SPAC€8 3 BN t u I LOT 30 \ \ II I I ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS (ITEM NUMBER: ERNMX-181) AT > Q
MAINTENANCE EASEMENT 0.399 ACRES \ h \ I \ RATE OF 6o LBS. PER ACRE, OR 1 LB. PER 1,000 SF. GRASS MIX IN THESE AREAS SHALL 0 J
TMP 45-86 DB. PG. �P N Y J_ \ f _ __ PROVIDE PERMANENT STABILIZATION AND SHALL NOT REQUIRE MOWING. C0 `,J
ALBEMARLE SOCIETY FOR THE TMP 45-112F MATC / DEDICATED TO THE HOA i ASL° ` _ - - - - J - - - 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE Ui 0-
PREVENTION OF CRUELTY TO NIF FOUNDATIONS LLC T T / 41_- \ MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS
ANIMALS INC \ CIO FOUNDATIONS CHILD DEVELOPMENT SEE SHEET 20 / 14AR % I i -� - s- - s . - - s_ ��s \ £ \ FA AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL L J
DB 2096 PC 111 DB 2834 PC 1 \ IGY/ \ — _ HEALTH OF THE PLANT. 0 z
\ \ Ti�ijjy �__ \ 3. ALLTREESTO BE PLANTED SHALL MEETTHE SPECIFICATIONS OFTHEAMERICAN
1 UAP 1 j , o \ \ ASSOCIATION OF NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN Z
° C? ° \ \ ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY Q Q
QP \\ \ ` --' ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF = ~L
\ Y/ 4CFA OPENS \_ LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF C) U
In
0 608 ACRES � \
\ LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA 1
OPEN SPACE HEREB Q
DEPARTMENT OF TRANSPORTATION. Y
1ASL DEDICATED TO THEHO \ A
\ \ 0 1 GB 4. ALL TREES SHALL BE PLANTED A MINIMUM OF 3' AWAY FROM ANY SIDEWALK, CURB, OR LU Z
ASPHALT TO MAINTAIN A MINIMUM CLEARANCE ZONE. Q
/ V PROPOSED S M—
JV FACILITY D
46�A NOTE: C%�
-� ° 1. STREETTREES PROVIDED 5o' O.C. AND 5'-lo' FROM PROPOSED UTILITIES. Ul • • _" W �. 3 CFA �_ - - -- V '� A z. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE
NOTE: LANDSCAPING PLANTS AND TREES WITHIN OR < "
� -'L �� / \ ; �3 QS MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS W
------__ ADJACENT TO INTERSECTION SIGHT DISTANCE TRIANGLES CO A - AND TREES SHALL BE PRUNED MINIMALLY AND ONLYTO SUPPORTTHE OVERALL LL
--------- :.^ J-Wa, 1 ( __ ------ -- _ _ HEALTH OFT
HE PLANT. LU
MUST BE MAINTAINED IN AREA BETWEEN 2 AND 7 FEET W n. ° \ \ - _ - _ 3. TOTAL STREET FRONTAGE=4,274' w
ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT 10S l \ 4 LAP \ - - - REQUIRED STREETTREES: 86 (iTREE PER EVERY OFSTREET FRONTAGE)
LINES AND ACCOMMODATE PEDESTRIANS. \ w J PROPOSED STREETTREES: 95
NOTE: 1,384' OF STREET FRONTAGE ALONG EMPIRE STREET O
_ \ REQUIRED STREET TREES:28
/'., y - •_ e- " PROPOSED STREET TREES: 28 LLI
\ e - - -- - - NOTE: 1,o18' OF STREET FRONTAGE ALONG SWEDE STREET
REQUIRED STREETTREES 21
• ' r/ / '' • � _- _-- �- PROPOSED STREETTREES: zz
NOTE: 8 6' OF STREET FRONTAGE ALONG MARSAC STREET Q
— 7
REQUIRED STREET TREES: 18
PROPOSED STREET TREES: 18
a I NOTE: 720' OF STREET FRONTAGE ALONG WOODBURN ROAD O O �•�/
-'1,r �- - REQUIREDSTREETTREES:15
R'yG - \ - _ '+ _ - PROPOSED STREET TREES:1 N 11 1
- / R►I�, VIfi/�!� D R DRI` E _ - s NOTE: 276' OF STREET FRONTAGE ALONG BERKMAR DRIVE (331'-55' INT.) �REQUIRED STREET TREES:6 coJ
PROPOSED STREET TREES:8
4. PARKING LANDSCAPE REQUIREMENTS
REQUIRED PARKING LANDSCAPING = 33 PARKING SPACES Qa 1 TREE / io SPACES
= z TREES REQUIRED v
TOTAL TRESS PROVIDED ADJACENT TO PARKING SPACES =16 TREES PROVIDED I
- - S. (2) PARKING LOT TREE WAS REMOVED ON THE ADJACENT PROPERTY WITH THE a
MODIFICATIONS TO THE ENTRANCE AND PARKING LOT. THIS PARKING LOT TREE IS
\Ln
�' GRAPHIC SCALE BEING REPLACED WITH (i)QSTREE ASSHOWN ONTHE LANDSCAPING PLAN. JOB NO.
j - - - 182152
' \ 30 0 15 30 60 120
SCALE
30
-- I
IN FEET ) SHEET NO.
inch = 30 ft. 19
TMP 45-76A
ESTES, ISABEL T
\ 3.5 JN VAR. WIDTH LANDSCAPE \ DB 308 PC 386
13NHD AINTENANCE EASEMENT IMP 45-76D
_ io MP \DB. PG. BRANDT, JOHN E B
i° DB 1628 PC 128
oVB
LEGEND:
RECREATION AREA TURF
s5IG \
a \ g OPEN SPACE F
CIS o.zi6 ACRES
TMP 45-84 & 45-84A2 io _ '
ALBEMARLE SOCIETY FOR / / / - a ` / OPEN SPACE HEREBY
THE PREVENTION OF DEDICATED TO THE HOA
CRUELTY TO ANIMALS, INC / / 1 M z PS \ 3 VAR. WIDTH LANDSCAPE TMP 45 76
DB 2096 PC III / / / \ - AINTENANCEEASEMENT
LOT 6M \ \ // �- DB. PG. WEBER, LEWIS A LIVING TRUST
DB 4998 PC 441
` TMP 45-768
z JV \ Ps # 2 Q/C JOHNSTON, JACOBA KAY
LOTS 3M \� gQP
DB 3677 PC 444
golG
43NHD
\1 / LOT
i a
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\ \ 0c z Ps � JV z
#6' LAN SCAPE LOT -�� RDUp.�'
\; EASE ENT 7 \ \ \ $ S, ' ��� VAR. WIDTH LANDSCAPE
/ PROPOSED LANDSCAPING AINTENANCE EASEMENT
Q/ EASEMENT DB. PG. l
C n`
v s LOT 8 -
LOT �v v - _ v aSVB
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4 305\ LOT10 DE Z�AT T/ T
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LOT z _ � v -
1! -. \ \ OPEN SPACE E LOT // I I F 1 \ \
0.072 ACRES LOT 1 / / 1a 3 LOT 14 LOT 15 9 0
i \ 11 �` OPEN SPACE HEREBY
DEDICATED TO THE HOA ' o LOT 16 cl 1�
\ LOT3.7 s zAR /
vI vA LOT1� v `` v °�° zBN
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r
\
iBN EXISTING
\� X CEMETARY n \\ j c 3 A5 - 1. _ /z B LOT 18
q AR � \v a � "\ � /.
z BN v v -�� • - �.. X A META - - s �� LOT 19 A \
I • 5
#\
OPEN SPACE
0.425 ACRES _ A \ - � ---
_ � LOT 20 �\\
OPE CE HEREBY _� A \ V 1 1, 4 UAP _ -
DEDICATED IV E HOA LOT 52
\ \ - BLAC
K CK DECORATIVE, i o \ \
PROPOSED BLACK DECORATIVE ROPO
- FENCE WITH GATE LOT a1
FENCE WITH GATE
v v nv v \ LOT51 LOTaa
-
\\
3 UAP
` 7Jv LOT 46 s v
5 k PROPOSED LANDSCAPIN < OPEN SPACE C \ \ LO
d, - - - - - G ' :� 0.329 ACREs'- �`� \
� v LOT o � L_
\ \ \ I io MV OP�JV�PACE HEREBY,\'3 LSR � \
EASEMENT-
V
/
i oc 1 m LOT 45 I B z Qs_
�R
E i
, V PROPOSED BLACK DECORATIVE LOT 49
10
V �nr ' ,1 A iQP I i I PROP(�S�DTOT T FIELD ", # a
r
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II I OT 44
\ \\ LOT 48 I \
I 7VP /
z UPA
TkP 45-86A
ALBEMARLE SOCIETY FOR THE -LOT-4-3
O _ - - T-+ \
PREVENTION OF CRUELTY TO \ \ - -LOT
ANIMALS, INC �\ - - 47 /\ ;1 > ' - _ � -�/ }� z UAP-
DB 5108 PC 549 \ �I
.' "_ j � —JJ��i -- / ,• z LSR
/
W
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PUBLICRIVV w I"' � �'•• -�I \
� � W � - � • s I ICI 3 �- - - - y� � u � \� ��
- A 3.AR:
l NOTE: LANDSCAPING KANTS AND TREES WITHIN ORLOT 3a '
\ ADJACENT TO INTERSECTION SIGHT DISTANCE TRIANGLES 6P5 \ -- I LOT 33
zzNHD 3ASL rt
MUST BE MAINTAINED IN AREA BETWEEN 2 AND 7 FEET LOT 35 II LOT 3 VAR. WIDTH LANDSCAPE
ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT \ \ LOT LOT 8 LOT 37 LOT 36 MAINTENANCE EASEMENT )I " p
LOT 1 LOT o 39 /I 3 DB. PG. gc
LINES AND ACCOMMODATE P DESTRI NS. 3Jv LOT 42
VAR. WIDTH LANDSCAPE
MAINTENANCE EASEMENT
RAPHIC ALE DB.—PG.—
zg CJ 36 NHD
30 0 i5 30 5 120 VAR. WIDTH LANDSCAPE "OPEN SPAC-E 3 BN irr. '`
TMP 45-86 MAINTENANCE EASEMENT o� OP N.399ACRE�#'
ALBEMARLE SOCIETY FOR THE TMP 45-112F MAT C / DEDICATED TO THE HOA /
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