HomeMy WebLinkAboutSUB201300096 Plan - As-built Road Plan and Comps. 2015-06-09A
FINAL SITE PLAN #SDP 201300044, ROUDABUSH, GALE, & ASSOC. ENGINEERING PLANS LAST DATED 5-16-2014
GENERAL
NOTES:
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OWNERS:
CRAIG ENTERPRISES, INC.(BLK. 3B) JA—ZAN LLC (BLK. 3C)
P.O. BOX 6156 1150 PEPSI PLACE
CHARLOTTESVILLE VA, 23906 CHARLOTTESVILLE, VA. 22901
OWNER/DEVELOPER:
MARCH MOUNTAIN PROPERTIES LLC(BLOCK 1) CONTACT- DAVE BROCKMAN
1005 Heathercroft Circle, Suite 100 OLD TRAIL VILLAGE
AS-BUILTSHEET PLAN i
Crozet, VA 22932 CELL: (702)-985-9088
SHEET
d a ve0ol d trail vill age. com
PLAN PREPARER:
ROUDABUSH, GALE, & ASSOCIATES
SHEET
914 MON77CELLO ROAD
ROAD, STORM,- : WATERLINE PROFILES
CHARLOTTESVILLE, VA. 22902
TAX MAP PARCEL No:
055EO-01-00-000EO — EX. PHASE B, PROPOSED PHASE C — 1.120 ACRES REMAINING
SECTION,SHEET
TYPICAL NOTES
055EO-01-00-00000 — BLOCK 1 — 4.342 ACRES REMAINING=1.43 ACRES)
055EO-01-00-000EO — 1.213 AC. OR 52,834 S F.(ORIGINAL PARCEL)
DETAILS
(EXIS77NG PARCEL LINE MODIFIED w/ PHASE 3B)
ZONING.
NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE WITH PROFFERS
OF ZMA-04-024 APPROVED ON SEPTEMBER 14, 2005
EXISTING USES
BLOCK 3A,B — 25 TOWNHOUSE UNITS(6 AFFORDABLE)
BLOCK lA — 52 APARTMENTS(1 BEDROOM)
BLOCK 1A — 25,156 S.F. COMMERCIAL
BUILDING SETBACKS.
ALL MINIMUM SETBACKS FOR RESIDEN77AL & COMIwMEPCIAL ARE 0 FEET.
PROP. USE / DENSITY-
BLOCK 3C — 12 TOWNHOUSE UNITS
BLOCK 3C — COMMERCIAL — 15 500 S.F.
BLOCK 1B — 26,925 S.F. COMMERCIAL
BLOCK 1B — 7 TOWNHOUSE UNITS, 18 APARTMENT UNITS
BUILDING HEIGHT.•
NOT TO EXCEED 4 STORIES
DRAINAGE DISTRICT
LICKINGHOLE CREEK
WATERSHED:
S. RIVANNA RESERVOIR
TOPOGRAPHY
EXISTING BLOCK 3 TOPO AUGMENTED WITH RGA ASBUILT SURVEY.
UTILITY ASBUILTS FROM COLLINS ENGINEERING PLANS DATED FEB. 28, 2011.
BLOCK 1 TOPOGRAPHY TAKEN FORM J. BELL AERIAL SURVEY & COMPLIED FIELD
ASBUILT INFORMATION. FIELD VERIFIED BY SITE INSPEC71ON ON SEPT. 3, 2013.
EXISTING CONDITIONS:
THE EXIS77NG UTILITIES AND INFRASTRUCTURE VARIES SIGNIFICANTLY FROM
THE APPROVED PLANS REFER TO EX. CONDITIONS PLANS'FOR ASBUILT & COMPILED
LOCATIONS OF URLIVES, LATERALS, INVERTS, EXISTING GRADES & STRUCTURES
DATUM:
VERTICAL — NAVD 88, HORIZONTAL — NAD 83
PROVIDED PARKING.
A SHARED COMMUNITY PARKING ARRANGEMENT EXISTS FOR BLOCK 3 PHASE A & B
21 GARAGE 21
BLOCK 1 = 188 SHARED SURFACE SPACES, SPACES & ONSTREET PARKING SPACES
BLOCK 2 = 86 SURFACE SPACES, 78 GARAGE SPACES, 19 ONSTREET PARKING SPACES(HOTFL/ASSIST. LIVING)
BLOCK 3 = 104 POOL SHARED SPACES, 20 ONS7REET PARKING SPACES, 76 DRIVEWAY & GARAGE SPACES
SHARED PARKING ANALYSIS USING SHOPPING CENTER DESIGNATION
TOTAL SPACES PROVIDED =398 PARKING SPACES PROWDED(COMBINED BLOCK 1&2 W/SHARE OF 22%)
210 SPACES PROWDED(BLOCK 3 W/ SHARE OF 12%)
INCLUDES ONSTREET PARKING SPACES ADJACENT TOO EACH BLOCK
SEE PARKING SUMMARY AND ANALYSIS PLAN SHEET
REQUIRED PARKING
BLOCK 1 — 362 SPACES
SHOPPING CENTER — BASED ON 4.75 SPACES11,000 SF
BLOCK 2 — ASSISTED LIVING CENTER = 99 SPACES
INCLUDES NURSING, STAFF & ASSISTED LIVING SPACE(SEE PARKING ANALYSIS)
BLOCK 2 — 52 ROOM HOTEL SITE = 52 SPACES
INCLUDES RESTURAUNT ANQ ASSEMBLY REQUIREMENTS
BLOCK 3 — 239 REQUIRED(SHARED PARKING AGREEMENT IN PLACE)
CRI77CAL SLOPES.
NO CRITICAL SLOPES EXIST WITHIN THE PROJECT LIMITS
FLOODPLAIN:
THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS AS SHOWN ON FLOOD
INSURANCE RATE MAP COMMMUNITY PANEL NUMBER 510006 0237 D.
EFFEC77VE DATE. FEBRUARY 4, 2005.
PUBLIC
ONSITE PUBLIC WATER AND SEWER EXTENSIONS FOR BLOCK 1 & 3.
UTILITIES:
SEE U77LITY SPECIFICA770NS & DETAILS
EXISTING
STORMWATER
SEE APPROVED SDP 2009-093 "OLD TRAIL BLOCK 3B— FINAL SITE PLAN' &
MANAGEMENT
WPO -2008-0014 "OLD TRAIL VILLAGE BLOCK 3 STORMWATER MANAGEMENT PLAN".
EXISTING
EROSION CONTROL
SEE APPROVED SDP 2009-093 "OLD TRAIL BLOCK 3B— FINAL SITE PLAN" FOR
MEASURES.
PHASE 1 EROSION CONTROL MEASURES AND DETAILS PHASE 2 IS INCLUDED HEREIN.
SWM & EC
MEASURES.
SEE WPO 2013-0052 FOR EROSION CONTROL & STORMWATER MANAGEMENT
LANDSCAPING:
SEE LANDSCAPING PLAN FOR PLANTINGS, SCHEDULE AND SPECIFICATIONS, N07ES
AND DETAILS
LIGHTING: ALL PROPOSED LIGHTING WILL NOT EXCEED 3,000 LUMENS
EXISTIrVG DMOPAOT AREA
PHASE 'A'
MARCH MOUNTAIN PROPERTIES LLC:
LANt
\----1.195 Acre / Muc as
BMTS PROPERTIES a. LLC
\ 6LOCK A PHASE 'D
1.213 Acres �' e
44-ZW LLC
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1
Remainder of Block 1
1.43 Acres
MARCH MOUNTAMI PROPERTIES LLC
Block 1, 4.34 Aortia
OLD TRAIL VI LLAG E
BLOCK 1, PHASE B & BLOCK 3 PHASE C
1 " = 100'
SHEET INDEX
SHEET 1 - COVER SHEET
OLD TRAIL —
VILLAGE
0
Q
VICINITY MAP 10 -SCALE
1000 FEET
THE PURPO THIS MINOR SITE PLAN AMENDMENT IS TO MAKE MINOR CHANGES TO THE APPROVED SITE PLAN FOR
BLOCKS 18 AN SDP -2011300044).
THE CHANGES THAT PROPOSING WITH THIS MINOR SITE PLAN AMENDMENT ARE LIS LOW.
1. A RECONFIGURA11ON OF TH HOUSE LAYOUT FOR THE UNITS THAT FRONT HLAR AVENUE. THE SEVEN UNIT
BUILDING ON THE APPROVED FINAL PLAN HAS BEEN DIVIDED INTO TWO SEP BUILDINGS. THE PLAN NOW SHOWS
A 4 UNIT BUILDING AND A SEPARATE T BUILDING.
2. REMOVED SOME OF THE 6 CREPE MYRTLE TED ON LOT 11 AT THERE ARE NO TREES SHOWN WITHIN THE
PROPOSED BUILDING FOOTPRINT. THE PLANTINGS S ON LOT AVE ALSO BEEN RELOCATED..
3. RECONFIGURED THE PAVEMENT AND CURBING OF TH TE ACCESS ALLEY BEHIND LOTS 14-20. THE EDGE OF THE
PAVEMENT NOW ENCOMPASSES THE ENTIRE DRIVEWA ON OT 14, THUS, ALLOWING COMPLETE ACCESS TO THE LOT.
4. THE PROPOSED 43' OF ASHLAR R—O—W RRECTLY SHOWN, A OVED ON THE SUBDIVISION PLAT FOR BLOCK 1
PHASE B AND BLOCK 3 PHASE C (SUB— 00030).
5. A VARIATION WAS APPROVE THE BOARD OF SUPERVISORS ON JULY 8, 20 ALLOW FOR ARCHITECTURAL
FEATURES, SUCH AS THE F PORCH, STOOPS, AND OVERHANGES/EAVES OF THE U N LOTS 5-11 AND 14-20 TO
ENCROACH 1' OVER TH UILD—TO—LINE THAT IS SPECIFIED IN TABLE 6A ON PAGE 36 E OLD TRAIL VILLAGE CODE
OF DEVELOPMENT.
6. WE RE THE "PRIMARY SETBACK" AND "FRONT YARD SETBACK" LABELS AND LINES. A NOTE PING THAT THE
FRONT E YARD SETBACKS FOR COMMERCIAL AND RESIDENTIAL BUILDING SETBACKS SHALL BE 0 FEET CATED ON
SH OF THIS MINOR SITE iPLAN AMENDMENT.
. THE WIDTH OF THE CONCRETE SIDEWALK IN FRONT OF THE UNITS THAT FRONT ALONG ASHLAR AVENUE HAS BEEN
REVISED TO 7, WHERE THE TOTAL PEDESTRIAN WIDTH BEHIND THE CURB AND INCLUDING THE PAVERS IS 12 FEET.
*NIC* = NOT INCLUDED
�yTH of
v f
WILLIAM` J. LEDBETTER
Lic. No. 1507—B
�N� suRVE�o
APPROVALS MTE
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5A
AS-BUILTSHEET PLAN i
SHEET
5B
AS-BUIL7 GRADING
SHEET
6
ROAD, STORM,- : WATERLINE PROFILES
7
SECTION,SHEET
TYPICAL NOTES
*N
DETAILS
THE PURPO THIS MINOR SITE PLAN AMENDMENT IS TO MAKE MINOR CHANGES TO THE APPROVED SITE PLAN FOR
BLOCKS 18 AN SDP -2011300044).
THE CHANGES THAT PROPOSING WITH THIS MINOR SITE PLAN AMENDMENT ARE LIS LOW.
1. A RECONFIGURA11ON OF TH HOUSE LAYOUT FOR THE UNITS THAT FRONT HLAR AVENUE. THE SEVEN UNIT
BUILDING ON THE APPROVED FINAL PLAN HAS BEEN DIVIDED INTO TWO SEP BUILDINGS. THE PLAN NOW SHOWS
A 4 UNIT BUILDING AND A SEPARATE T BUILDING.
2. REMOVED SOME OF THE 6 CREPE MYRTLE TED ON LOT 11 AT THERE ARE NO TREES SHOWN WITHIN THE
PROPOSED BUILDING FOOTPRINT. THE PLANTINGS S ON LOT AVE ALSO BEEN RELOCATED..
3. RECONFIGURED THE PAVEMENT AND CURBING OF TH TE ACCESS ALLEY BEHIND LOTS 14-20. THE EDGE OF THE
PAVEMENT NOW ENCOMPASSES THE ENTIRE DRIVEWA ON OT 14, THUS, ALLOWING COMPLETE ACCESS TO THE LOT.
4. THE PROPOSED 43' OF ASHLAR R—O—W RRECTLY SHOWN, A OVED ON THE SUBDIVISION PLAT FOR BLOCK 1
PHASE B AND BLOCK 3 PHASE C (SUB— 00030).
5. A VARIATION WAS APPROVE THE BOARD OF SUPERVISORS ON JULY 8, 20 ALLOW FOR ARCHITECTURAL
FEATURES, SUCH AS THE F PORCH, STOOPS, AND OVERHANGES/EAVES OF THE U N LOTS 5-11 AND 14-20 TO
ENCROACH 1' OVER TH UILD—TO—LINE THAT IS SPECIFIED IN TABLE 6A ON PAGE 36 E OLD TRAIL VILLAGE CODE
OF DEVELOPMENT.
6. WE RE THE "PRIMARY SETBACK" AND "FRONT YARD SETBACK" LABELS AND LINES. A NOTE PING THAT THE
FRONT E YARD SETBACKS FOR COMMERCIAL AND RESIDENTIAL BUILDING SETBACKS SHALL BE 0 FEET CATED ON
SH OF THIS MINOR SITE iPLAN AMENDMENT.
. THE WIDTH OF THE CONCRETE SIDEWALK IN FRONT OF THE UNITS THAT FRONT ALONG ASHLAR AVENUE HAS BEEN
REVISED TO 7, WHERE THE TOTAL PEDESTRIAN WIDTH BEHIND THE CURB AND INCLUDING THE PAVERS IS 12 FEET.
*NIC* = NOT INCLUDED
�yTH of
v f
WILLIAM` J. LEDBETTER
Lic. No. 1507—B
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APPROVALS MTE
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March 14, 2017
As -Built
Road & Utility
DATE
June 9, 2015
FILE NUMBER
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2.) ANY UTILITY SERVICES WHICH ARE TO BE ABANDONED SHALL HAVE THE CONNECTIONS SHALL BE
DISCONNECTED FROM THE MAIN AND PLUGGED OR CAPPED TO ACSA STANDARDS AND SPECIFICATIONS.
3.) PROPOSED SEWER & WATER SERVICES FOR LOTS 4, 21, 22 23 SHALL BE STUBBED BEYOND THE SIDEWALK,
LOCATED AND MARKED FOR RECOVERY PRIOR TO REACHING FINAL GRADES.
4.) WATER METER VAULTS AND METER BOXES SHALL ONLY BE LOCATED WITHIN PERMANENTLY LANDSCAPED AREAS.
5.) FIXTURE COUNTS TO JUSTIFY WATER METER SIZES ARE TO BE UPDATED WITH THE ISSUANCE OF THE BUILDING PERMIT.
ALL INFORMATION SHOWN AS EXISTING
WAS ILLUSTRATED BY COMPILING FIELD ASBUILTS
WITH APPROVED COLLINS ASBUILT PLANS FOR
BLOCK 3A; MANY DISCREPANCIES EXIST BETWEEN
THE ASBUILT PLANS & THE EXISTING STORM
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March 14, 2017
As -Built
Road & Utility
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June 9, 2015
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2.) ANY UTILITY SERVICES WHICH ARE TO BE ABANDONED SHALL HAVE THE CONNECTIONS SHALL BE
DISCONNECTED FROM THE MAIN AND PLUGGED OR CAPPED TO ACSA STANDARDS AND SPECIFICATIONS.
3.) PROPOSED SEWER & WATER SERVICES FOR LOTS 4, 21, 22 23 SHALL BE STUBBED BEYOND THE SIDEWALK,
LOCATED AND MARKED FOR RECOVERY PRIOR TO REACHING FINAL GRADES.
4.) WATER METER VAULTS AND METER BOXES SHALL ONLY BE LOCATED WITHIN PERMANENTLY LANDSCAPED AREAS.
5.) FIXTURE COUNTS TO JUSTIFY WATER METER SIZES ARE TO BE UPDATED WITH THE ISSUANCE OF THE BUILDING PERMIT.
ALL INFORMATION SHOWN AS EXISTING
WAS ILLUSTRATED BY COMPILING FIELD ASBUILTS
WITH APPROVED COLLINS ASBUILT PLANS FOR
BLOCK 3A; MANY DISCREPANCIES EXIST BETWEEN
THE ASBUILT PLANS & THE EXISTING STORM
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As -Built
Road & Utility
DATE
June 9, 2015
Scale
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FILE NUMBER
8053
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DISCONNECTED FROM THE MAIN AND PLUGGED OR CAPPED TO ACSA STANDARDS AND SPECIFICATIONS.
3.) PROPOSED SEWER & WATER SERVICES FOR LOTS 4, 21, 22 23 SHALL BE STUBBED BEYOND THE SIDEWALK,
LOCATED AND MARKED FOR RECOVERY PRIOR TO REACHING FINAL GRADES.
4.) WATER METER VAULTS AND METER BOXES SHALL ONLY BE LOCATED WITHIN PERMANENTLY LANDSCAPED AREAS.
5.) FIXTURE COUNTS TO JUSTIFY WATER METER SIZES ARE TO BE UPDATED WITH THE ISSUANCE OF THE BUILDING PERMIT.
ALL INFORMATION SHOWN AS EXISTING
WAS ILLUSTRATED BY COMPILING FIELD ASBUILTS
WITH APPROVED COLLINS ASBUILT PLANS FOR
BLOCK 3A; MANY DISCREPANCIES EXIST BETWEEN
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DISCONNECTED FROM THE MAIN AND PLUGGED OR CAPPED TO ACSA STANDARDS AND SPECIFICATIONS.
3.) PROPOSED SEWER & WATER SERVICES FOR LOTS 4, 21, 22 23 SHALL BE STUBBED BEYOND THE SIDEWALK,
LOCATED AND MARKED FOR RECOVERY PRIOR TO REACHING FINAL GRADES.
4.) WATER METER VAULTS AND METER BOXES SHALL ONLY BE LOCATED WITHIN PERMANENTLY LANDSCAPED AREAS.
5.) FIXTURE COUNTS TO JUSTIFY WATER METER SIZES ARE TO BE UPDATED WITH THE ISSUANCE OF THE BUILDING PERMIT.
ALL INFORMATION SHOWN AS EXISTING
WAS ILLUSTRATED BY COMPILING FIELD ASBUILTS
WITH APPROVED COLLINS ASBUILT PLANS FOR
BLOCK 3A; MANY DISCREPANCIES EXIST BETWEEN
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March 14, 2017
As -Built
Road & Utility
DATE
June 9, 2015
Scale
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FILE NUMBER
8053
SHEET
5B of 13
AS -BUILT SANITARY SEWER PROFILE
BLOCK 3, OLD TRAIL VILLAGE
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ALL INFORMATION SHOWN OUTSIDE
THE DISTURBANCE AREA WAS DESIGNED USING
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EXISTING STORM SEWER & MS -19 WAS PREVIOUSLY
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support, or order to minimize an hazard to persons, physical damage to adjacent land and
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BASE AS SPECIFIED WHEELS,TOP & PAVEMENT
necessary to prevent erosion and sedimentation as determined by the plan approving
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improvements, and damage to any public street because o slides, sinking, or collapse.
21.
This plan shall be void if the owner does not obtain a permit within I year of the date of
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22.
ALL INFORMATION SHOWN OUTSIDE
THE DISTURBANCE AREA WAS DESIGNED USING
APPROVED COLLINS ENGINEERING PLANS FOR
BLOCK 1 & BLOCK 3; WATER QUALITY, THE
EXISTING STORM SEWER & MS -19 WAS PREVIOUSLY
DESIGNED IN ANTICIPATION OF THIS DEVELOPMENT
STORM PROFILE
STR#20-EXIST.
106
106 #18
Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75
J20
General construction notes for Erosion and Sediment Control plans
lbs/acre and irr the months of September to February to consist a 50/50 mix of Annual
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through August to consist of German Millet. Straw mulch is to be applied at 80lbs/100sf.
any existing road, a permit shall be obtained fiom the Virginia Department of
Transportation (VDOT). This plan as drawn may not accurately reflect the requirements
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of the permit. Where an discrepancies occur the requirements of the permit shall govern.
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inches of soil. Fertilizer shall be applied a 1000
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standards of unless otherwise noted.
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Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control 10.
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2
Regulations. 11.
All waste materials shall be taken to an approved waste area. Earth fill shall be inert
applied at 80lbs/1 OOsf. Alternatives are subject to approved by the County erosion control
construction.
700
695
CONNECTS
inspector.
4. All slopes and disturbed areas are to be fertilized, seeded and mulched.
8" W/L
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Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning
19.
Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage
690
ABANDON &
5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable,
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4. A copy of the approved erosion and sediment control plan shall be maintained on the site at
all times.
Ordinance section 5.1,28.
15N"S RCP
lesser slopes of 3:1 or better are to be achieved.
695
700
13.
OUTFALL LTO
when 50 /o of the wet storage volume is filled with sediment. All seeded areas are to be
6. Paved, rip rap or stabilization mat lined ditch may be required when in the opinion of the
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STORM STR#2
5. Prior to commencing land disturbing activities in areas other than indicated on these plans
Albemarle.
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County Engineer, or designee, it is deemed necessary in order to stabilize a drainage
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690
696
which are collecting sediment to half their height must be cleaned
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chancel.
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supplementary erosion control plan to the owner for review and approval by the plan
the hours of 7:00am to 9:00 m.
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approving authority. 15.
6. The contractor is responsible for installation of any additional erosion control measures
2
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support, or order to minimize an hazard to persons, physical damage to adjacent land and
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.^680
2- N 0.4 RODS TH R U
BASE AS SPECIFIED WHEELS,TOP & PAVEMENT
necessary to prevent erosion and sedimentation as determined by the plan approving
authority.
improvements, and damage to any public street because o slides, sinking, or collapse.
21.
This plan shall be void if the owner does not obtain a permit within I year of the date of
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685
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approval. Water Protection Ordinance section 17-204G.
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General construction notes for Erosion and Sediment Control plans
lbs/acre and irr the months of September to February to consist a 50/50 mix of Annual
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Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May
04
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through August to consist of German Millet. Straw mulch is to be applied at 80lbs/100sf.
any existing road, a permit shall be obtained fiom the Virginia Department of
Transportation (VDOT). This plan as drawn may not accurately reflect the requirements
2'-0"
7-3/4" CONT.
conference, one week prior to the commencement of land disturbing activity, and one week S.
During dewatering operations, water will be pumped into an approved filtering device.
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of the permit. Where an discrepancies occur the requirements of the permit shall govern.
of Y p q p g
3"
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prior to the final inspection. 9.
2. All erosion and sediment control measures will be constructed and maintained accordingto
The contractor shall inspect all erosion control measures periodically and after each runoff -
producing rainfall event. An necessary repairs or cleanup to maintain the effectiveness of
p g Y Y p p
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2. All materials aid construction methods shall conform to current specifications and
VDOT
�1
•
5'-9"
LONG \��
1
{ PAVEMENTmix.
of eVirginiad
minimum standards andspecifications the Erosion and Sediment Control
M
inches of soil. Fertilizer shall be applied a 1000
t lbs/acre and consist of 0 0
pp a 1 2 10 nutrient
standards of unless otherwise noted.
3. Erosion and siltation control measures shall be provided in accordance with the approved
rn
Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control 10.
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01
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2
Regulations. 11.
All waste materials shall be taken to an approved waste area. Earth fill shall be inert
applied at 80lbs/1 OOsf. Alternatives are subject to approved by the County erosion control
construction.
a
695
CONNECTS
inspector.
4. All slopes and disturbed areas are to be fertilized, seeded and mulched.
8" W/L
TO STR#16
Il
Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning
19.
Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage
690
ABANDON &
5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable,
PLUG EXIST.
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4. A copy of the approved erosion and sediment control plan shall be maintained on the site at
all times.
Ordinance section 5.1,28.
15N"S RCP
lesser slopes of 3:1 or better are to be achieved.
13.
OUTFALL LTO
when 50 /o of the wet storage volume is filled with sediment. All seeded areas are to be
6. Paved, rip rap or stabilization mat lined ditch may be required when in the opinion of the
l �
STORM STR#2
5. Prior to commencing land disturbing activities in areas other than indicated on these plans
Albemarle.
reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes
County Engineer, or designee, it is deemed necessary in order to stabilize a drainage
INV.=688.68685
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co inties&ston >
11
(including, but not limited to, off borrow or waste areas), the contractor shall submit a 14.
Borrow, fill or waste activity involving industrial -type ower equipment shall be limited to
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which are collecting sediment to half their height must be cleaned
g 1 aped and repaired immediately.
chancel.
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supplementary erosion control plan to the owner for review and approval by the plan
the hours of 7:00am to 9:00 m.
p
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approving authority. 15.
6. The contractor is responsible for installation of any additional erosion control measures
2
4 0
15" CL III
RCP
support, or order to minimize an hazard to persons, physical damage to adjacent land and
Pp � Y P > p Y g J
at 0.76%
County erosion control inspector.
�' P
�^
.^680
2- N 0.4 RODS TH R U
BASE AS SPECIFIED WHEELS,TOP & PAVEMENT
necessary to prevent erosion and sedimentation as determined by the plan approving
authority.
improvements, and damage to any public street because o slides, sinking, or collapse.
21.
This plan shall be void if the owner does not obtain a permit within I year of the date of
oOn
C,)00
MIN. 18 LONG.
16.
7. All disturbed areas are to drain to approved sediment control measures at all times during
�t
22.
approval. Water Protection Ordinance section 17-204G.
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BUMPER BLOCK DETAIL
NOT TO SCALE
land disturbing activities and during site development until final stabilization is achieved.
this plan regardless of the sale of an lot, unit, building or other portion of theproperty,
p g Y g P
vegetation shall be installed on all denuded areas within nine 9 months after the
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date the land disturbing activity commenced. (Water Protection Ordinance section 17- 207B)
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General Construction Notes
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17.
Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75
General construction notes for Erosion and Sediment Control plans
lbs/acre and irr the months of September to February to consist a 50/50 mix of Annual
Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May
1. Prior to any construction within any existing public right-of-way, including connection to
3- N 0.4 RODS
1. The plan approving authority must be notified one week prior to the pre -construction
1
through August to consist of German Millet. Straw mulch is to be applied at 80lbs/100sf.
any existing road, a permit shall be obtained fiom the Virginia Department of
Transportation (VDOT). This plan as drawn may not accurately reflect the requirements
2'-0"
7-3/4" CONT.
conference, one week prior to the commencement of land disturbing activity, and one week S.
During dewatering operations, water will be pumped into an approved filtering device.
18.
Alternatives are subject to approved by the County erosion control inspector.
Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch.
of the permit. Where an discrepancies occur the requirements of the permit shall govern.
of Y p q p g
3"
(
prior to the final inspection. 9.
2. All erosion and sediment control measures will be constructed and maintained accordingto
The contractor shall inspect all erosion control measures periodically and after each runoff -
producing rainfall event. An necessary repairs or cleanup to maintain the effectiveness of
p g Y Y p p
Agricultural grade limestone shall be applied at 901bs/1000sf, incorporated into the top 4-6
2. All materials aid construction methods shall conform to current specifications and
VDOT
�1
•
5'-9"
LONG \��
1
{ PAVEMENTmix.
of eVirginiad
minimum standards andspecifications the Erosion and Sediment Control
the erosion control devices
yr es shall be made immediately.
inches of soil. Fertilizer shall be applied a 1000
t lbs/acre and consist of 0 0
pp a 1 2 10 nutrient
standards of unless otherwise noted.
3. Erosion and siltation control measures shall be provided in accordance with the approved
SURFACE
Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control 10.
All fill material to be taken from an approved, designated borrow area.
Permanent seeding shall be applied at 180lbs/acre and consist of 95% Kentucky 31 or
o
Tall Fescue and 0-5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be
erosion control plan and shall be installed prior to any clearing, grading or other
CUR
EDGE OF ;:I {: ,r,
PAVEMENT I
Regulations. 11.
All waste materials shall be taken to an approved waste area. Earth fill shall be inert
applied at 80lbs/1 OOsf. Alternatives are subject to approved by the County erosion control
construction.
�••`o �,
3. All erosion and sediment control measures are to be placed prior to or as the first step in
materials only, free of roots, stumps, wood!, rubbish, and other debris.
p �
inspector.
4. All slopes and disturbed areas are to be fertilized, seeded and mulched.
clearing. 12.
Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning
19.
Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage
5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable,
-
� � ,, ,, � ,, � � � ,, � � � ,-. �
4. A copy of the approved erosion and sediment control plan shall be maintained on the site at
all times.
Ordinance section 5.1,28.
7
or clo bi to structural r e
n measures is to be repair immediately.
gg gpSilt traps are to be cleaned
lesser slopes of 3:1 or better are to be achieved.
13.
All inert materials shall be transported in compliance with section 13-301 of the Code of
p p
when 50 /o of the wet storage volume is filled with sediment. All seeded areas are to be
6. Paved, rip rap or stabilization mat lined ditch may be required when in the opinion of the
l �
5. Prior to commencing land disturbing activities in areas other than indicated on these plans
Albemarle.
reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes
County Engineer, or designee, it is deemed necessary in order to stabilize a drainage
I
.`, . ,
co inties&ston >
(including, but not limited to, off borrow or waste areas), the contractor shall submit a 14.
Borrow, fill or waste activity involving industrial -type ower equipment shall be limited to
Y gPg
which are collecting sediment to half their height must be cleaned
g 1 aped and repaired immediately.
chancel.
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supplementary erosion control plan to the owner for review and approval by the plan
the hours of 7:00am to 9:00 m.
p
20.
All temporary erosion and sediment control measures are to be removed within �0 days of
7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic
g
I -I I I -III -I I I= 1 I I �-
1 = 1-I i I- -,_ I =I IIII-I I
approving authority. 15.
6. The contractor is responsible for installation of any additional erosion control measures
Borrow, fill or waste activity shall be conducted in a safe mariner than maintains lateral
final site stabilization, when measures are no longer needed, subject to approval by the
Control Devices.
support, or order to minimize an hazard to persons, physical damage to adjacent land and
Pp � Y P > p Y g J
County erosion control inspector.
�' P
S. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III.
2- N 0.4 RODS TH R U
BASE AS SPECIFIED WHEELS,TOP & PAVEMENT
necessary to prevent erosion and sedimentation as determined by the plan approving
authority.
improvements, and damage to any public street because o slides, sinking, or collapse.
21.
This plan shall be void if the owner does not obtain a permit within I year of the date of
9. All excavation for underground pipe installation must comply with OSHA Standards for
g p p
MIN. 18 LONG.
16.
7. All disturbed areas are to drain to approved sediment control measures at all times during
The developer shall reserve the right to install, maintain remove or convert to permanent
p g P
stormwater management facilities where applicable all erosion control measures required by
22.
approval. Water Protection Ordinance section 17-204G.
Pp ( )
Permanent
the Construction Industry (29 CFR Part 1926).
BUMPER BLOCK DETAIL
NOT TO SCALE
land disturbing activities and during site development until final stabilization is achieved.
this plan regardless of the sale of an lot, unit, building or other portion of theproperty,
p g Y g P
vegetation shall be installed on all denuded areas within nine 9 months after the
( )
date the land disturbing activity commenced. (Water Protection Ordinance section 17- 207B)
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REVISIONS
March 14, 2017
As -Built
Road & Utility
DATE
June 9, 2015
Scale
1"=50' Horizontal
1"=5' Vertical
FILE NUMBER
8053
SHEET
6of13
1
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1
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1�
1�
FILE NUMBER
8053
SHEET
6of13
TD -6
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3000 PSI CONIC. BASE
BENCH SLOPED TO FLOW
a j CHANNEL 1/4" V MIN
BRANCH
12"
\ a O,
.° t
FLEXIBLE CONNECTION
WITH STAINLESS STEEL
BAND
NOTE:
ALL CONNECTIONS TO
EXISTING MANHOLES SHALL
BE CORED AND A FLEXIBLE
I- CONNECTION " BOOT "
INSTALLED
0
TYPICAL MANHOLE PLAN
SHOWING BRANCH TIE - IN
N TS
FIG. S -I -B
TD -2
SILL BRANCF
VALVE THE
WATER MAIN
GENERAL WATER & SEWER CONDITIONS February 06, 2013
1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ASCA) INSPECTORS.
THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT
THE START OF THE WORK.
2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY
SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL
ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER
AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTH(RITY.
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 3 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
FUTURE EXTENSION OF THE LINE.
9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS
FITTINGS, EFFECTIVE JANUARY 04, 2014(SENATE BILL 3874, WHICH MODIFIES THE SAFE DRINKING WATER ACT).
16' PRIVATE ACCESS EASEMENT
WATER
WARIF
THREADED COUPLING
VARIES PVC NIPPLE AND CAP
or
` PVC SLEEVE BRASS NIPPLE AND CAP
LUBRICATE ALL THREADS
\ I
THRUST BLOCK O
METER BOX (SEE FIG. W-7)
VALVE BOX- \-_ _ \ NO. 57 STONE
M.J. FITTING -II
2" PIPE SLOPED
TO DRAIN IF
2" GALV. OR GRADE ALLOWS
TO TEE a" y VARIES VARIES BRASS PIPE
PLUG 2" THREADED TAP
ON-LINE DEAD END
(TYPE "B") (TYPE "A")
TYPICAL BLOW -OFF ASSEMBLY
PLACE 5' GALV. WITNESS POST PAINTED
BLUE TO INDICATE VALVE LOCATION AS
DIRECTED. MARKER LOCATION MAY BE SUBJECT
TO HIGHWAY DEPARTMENT APPROVAL.
FINISHED GRADE-,
o ,
I �
a ADJUSTABLE VALVE BOX W/ LID
BINGHAM & TAYLOR FIG. NO. 4905
z (SCREW TYPE) OR APPROVED EQUAL
s
Z N
M.J. GATE VALVE
WATER A U h I I 11 J hm LINE
2500 P.S.I.
CONCRETE a / 2'x 2' BEARINGAREA.
THRUST BLOCK a
a a
a
� a
NOTE IN REMOTE AREAS, VALVE BOXES SHALL
EXTEND SIX (6) INCHES ABOVE GRADE.
TYPICAL GATE VALVE
PAVEMENT CROSS SLOPES VARY
REFER TO PLAN FOR LOCATION OF CG -2, CG -6, ROLL-TOP & C&G TRANSITIONS
ROLLTOP 1.5" SM -9.5 (HEADER CURB,
CURB NO GUTTER) 3 11
ASPHALT o
- r-
3
8" 21B
STONE BASE
1' 2' 12' ASPHALT o
1.0' \
FACE OF
FACE OF CURB
CURB
TYPICAL REAR ALLEY SECTION
I
N.T.S.
1.0'
NTS
FIG. W-5
NTS
FIG, W-8
TD -26
1" COMPRESSION x 3/4" MALE PIPE
COUPLING OR APPROVED EQUAL
1" TYPE "K" `\
SOFT COPPER
1"xl"xl
TEE
NOTE -
NO
0TE:NO SWEATED
FITTINGS
DUAL SERVICE
1" COMPRESSION x 3/4" MALE PIIPE
COUPLING OR APPROVED EQUAL
1" TYPE "K" /
SOFT COPPER
SINGLE SERVICE
NOTE:
1) SADDLES SHALL BE USED ON PVC PIPE.
FINISHED GRADE -111-III���II1 IIIA III III III III
LOCKWING VIII
1/4 BEND COUPLING (IF REQUIRED) BALL
MUELLER NO. H--15069 1") VALVE
NO. H-15068 1 1/2", 2") (INLET & =
FORD NO. L02-44 (1") OUTLET)
NO. L02-66 1 1/2") II
NO. L02-77 2") 36" N. I
OR APPROVED EQUAL IIII
T
FOR USE ON ATTACHED SINGLE
FAMILY RESIDENTIAL SERVICES OR
DUAL RESIDENTIAL AND IRRIGATION
SERVICES.
FOR USE ON DETACHED
SINGLE FAMILY RESIDENTIAL
SERVICE WHERE AN IRRIGATION
METER IS NOT PROVIDED.
f'
CAST IRON LID
IIF BROOKS 2200 SERIES BOX
10"-15'L,\1- WITH EXTENSION OR
I= APPROVED EQUAL IN
UNPAVED AREAS
IIII COPPERSETTER
L (PLACED ON STONE)
McDONALD 20-209 WWDD 33
III OR APPROVED EQUAL
I METER
4" STONE BRICK AS
BEDDING NECESSARY
CORPORATION STOP (1", 1 1/2", 2")
MUELLER NO. H-15000
FORD N0. F-600, OR
APPROVED EQUAL
TYPICAL SERVICE
LATERAL INSTALLATION
N TS
FIG. W-6 ADDED FEB. 16, 2006
TD -18 TD -19
ROAD NAMEPAVEMENT
STATION
VPD
WIDTH (A)
PAVEMENT THICKNESS
FUNCTIONAL
CLASSIFICATION
SM -9.5
BM -25.0
I 21B
PLUG
(FEET)
CU.YD.
R/W (MIN=6') z
BEND
POINT OF C
/ D
L
Ashlar Avenue
0+0 - 4+05
1,645
16'
17-1 /2"
4'°
8"
COLLECTOR
PRIVATE
ONSITE
0.24
10'-12'
1-1/2"
3"
6"
4" & 6"
PRIVATE ALLEY
ONSITE
2.25
10'-12'
1-1/2"
BM 25
BINDER
8"
12" MIN. COVER(TIE TO INLETS) UNDERDRAIN
NOTE: A PRIME TACK COAT SHOULD BE APPLIED TO ALL EXISTING AND WEATHERED BASE SURFACES PRIOR TO APPLYING ASPHALT TOPCOAT.
EXISTING PAVEMENT ( PROPOSED PAVEMENT _
REMOVE EXISTING SAWCUT THROUGH
SURFACE COURSE 12" EXISTING SURFACE COURSE
2„
PROPOSED SURFACE COURSE
tINTERMEDIATE ASPHALT
BENCHED PAVEMENT BASE ASPHALT 3•
JOINT VF / -ASP • R °I O''Q '° 9
PRIME TACK COAT oaDq AGGR. BASE oa a a:°
°op,,rre�l o•.•o ,O, 6q
G�'_'OaDo °� a.o..or'o 6Vo.
NOTE: PROPOSED PAVEMENT MUST
TIE IN WITH EXISTING PAVEMENT
PA V�'til�NT JOINT DETAIL
32' PRIVATE R/W
PAVEMENT CROSS SLOPES VARY
REFER TO PLAN FOR GRADES & LOCATION OF CURB AND GUTTER
R/W R/W
TYPICAL ENTRANCE SECTION
I
N.T.S.
E
FOR ALL BENDS
SECTION 1-1
4
max
2 L
SECTION 2-2
NOTE: HYDRANT MUST BE
KENNEDY GUARDIAN (K -81A) EQUIPPED WITH CHARLOTTES -
CLOW MEDALLION VILLE THREADS WHICH IS
M&H MODEL 129 THE LOCAL STANDARD.
�OR APPROVED EQUAL
LENGTH OF BRANCH VARIES
6' MIN
(270') 2' TO 10' 3-
i
VALVE
�\ 7 CU. FT. 18 BOX
` #68 STONE-,
>l� 6" GATE
36'MIN o 0 0 oa D VALVE
� o
v o'
2500 P.S.I. CONCRETE
BASE AND THRUST
BLOCK AGAINST
UNDISTURBED STABLE /. �� %,f/ 8" X 6"
SOIL. TEE
STEEL PILE
WHEN THE SOIL IS DISTURBED OR WHEN 3/4" THREADED RODS TO
A HYDRANT IS LOCATED IN A FILL, ANCHOR MAIN 11\1 ALL INSTALLATIONS.
THE VALVE TO THE HYDRANT WITH 2-3/4" RODS SHALL BE GALVANIZED
THREADED RODS IN ADDITION TO POURING OR ASPHALT COATED
CONCRETE. IF NECESSARY, A STEEL PILE
SHALL BE USED AS ADDITIONAL SUPPORT
NOTE
1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE.
2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT
( INCLUDING DITCHES )
3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND
VALVE BOX.
4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH.
IT IS NOT ALLOWED 11\1 THE DITCH.
5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP
HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF
REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE
PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY.
TYPICAL FIRE HYDRANT
ASSEMBLY DETAIL
FIG. W-4 N.T.S.
PIPE
DEGREE
BEND DIMENSIONS
VOL.
�
p
i
45'
max
(FEET)
PLUG
(FEET)
CU.YD.
R/W (MIN=6') z
BEND
POINT OF C
/ D
L
H
T
L
H
T
90
2.50
2
3.01
0.24
°
--- -
4" & 6"
45
2.00
2.25
2.60
0.15
BM 25
BINDER
8" 21-B
12" MIN. COVER(TIE TO INLETS) UNDERDRAIN
2'
FOR TEE OR
WYE FITTINGS
2.00
2.52
WIDEN TRENCH
TO
2.25
2.50
ACCOMMODATE
(EXTEND 1' BEYOND BC)
11 1/4
1.50
ANCHOR IF
2.50
0.10
REQUIRED.
45'
90
)DING AS
3.16
MIN; E
0.48
QUIRED `
)
8
45
SECTION 2-2
NOTE: HYDRANT MUST BE
KENNEDY GUARDIAN (K -81A) EQUIPPED WITH CHARLOTTES -
CLOW MEDALLION VILLE THREADS WHICH IS
M&H MODEL 129 THE LOCAL STANDARD.
�OR APPROVED EQUAL
LENGTH OF BRANCH VARIES
6' MIN
(270') 2' TO 10' 3-
i
VALVE
�\ 7 CU. FT. 18 BOX
` #68 STONE-,
>l� 6" GATE
36'MIN o 0 0 oa D VALVE
� o
v o'
2500 P.S.I. CONCRETE
BASE AND THRUST
BLOCK AGAINST
UNDISTURBED STABLE /. �� %,f/ 8" X 6"
SOIL. TEE
STEEL PILE
WHEN THE SOIL IS DISTURBED OR WHEN 3/4" THREADED RODS TO
A HYDRANT IS LOCATED IN A FILL, ANCHOR MAIN 11\1 ALL INSTALLATIONS.
THE VALVE TO THE HYDRANT WITH 2-3/4" RODS SHALL BE GALVANIZED
THREADED RODS IN ADDITION TO POURING OR ASPHALT COATED
CONCRETE. IF NECESSARY, A STEEL PILE
SHALL BE USED AS ADDITIONAL SUPPORT
NOTE
1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE.
2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT
( INCLUDING DITCHES )
3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND
VALVE BOX.
4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH.
IT IS NOT ALLOWED 11\1 THE DITCH.
5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP
HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF
REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE
PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY.
TYPICAL FIRE HYDRANT
ASSEMBLY DETAIL
FIG. W-4 N.T.S.
PIPE
DEGREE
BEND DIMENSIONS
VOL.
TEE AND PLUGS
VOL.
SIZE
OF
(FEET)
CU.YD.
(FEET)
CU.YD.
R/W (MIN=6') z
BEND
POINT OF C
VDOT ST'D
L
H
T
L
H
T
90
2.50
2.50
3.01
0.24
:1 4" VDOT 21B
--- -
4" & 6"
45
2.00
2.25
2.60
0.15
BM 25
BINDER
8" 21-B
12" MIN. COVER(TIE TO INLETS) UNDERDRAIN
2'
22 1/2
50
2.00
2.52
0. "1 0
2.00
2.25
2.50
0.15
(EXTEND 1' BEYOND BC)
11 1/4
1.50
2.00
2.50
0.10
90
3.66
3.16
3.21
0.48
8
45
2.66
2.66
2.77
0.26
22 1/2
1.66
2.16
2.69
0.13
3.16
2.91
2.66
0.32
11 1/4
1.66
2.16
2.67
0.13
90
4.83
3.83
3.42
0.83
10" & 12"
45
3.33
3.58
2.95
0.43
3.83
4.00
2.83
0.52
22 1 /2
2.33
2.58
2.86
0.24
11 1/4
1.83
2.33
2.84
0.18
1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE CHANGES DIRECTION,
CHANGES SIZE, DEAD ENDS AND AT VALVES.
2. USE 2500 P.S.I. CONCRETE.
3. 1\10 CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT.
4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE &
SIZE OF ALL THRUST BLOCKS.
CONCRETE THRUST BLOCKS
N TS
FIG. W-3
TD -14
GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL I
.oaiooiiucixy- 24"MIN
INITIAL BACKFILL 8"
MIN. MIN..
6" BEDDING K j
#68 STONE
STABLE SOIL ROCK
* SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL
STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND
THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF
#68 STONE.
FOUNDATION IN POOR SOI UNDER -CUT CONDITION
36„ 36„
MIN UNSTABLE/ INITIAL BACKFILL MIN
24"MIN 24"MIN
SOIL 8'
=MIN. -n MIN. _ #68 #68 MIN. MIN.
-= STONE STONE 0.
y ,:
STABLE SOIL OR ROCK' L STABLE SOIL OR ROCK
NOTE
1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES.
2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED
ABOVE THE INITIAL BACKFILL.
3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS.
4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED
IN THE TRENCH.
5. BELL HOLES SHALL BE DUG OUT IN ALL CASES.
DUCTILE IRON WATER
PIPE INSTALLATION & BEDDING
NTS
FIG. W-2
TD -7 TD -13
PROP. ROAD CIA,SSIF'ICATION ,S'CHE'�UL�' PI
C2 R/W 6.3' MIN. BUILDING - BUILDING R
0 PROPOSED 39' PUBLIC R/W
w
U
Q /4" PERFORATED UNDER -DRAIN POINT OF I
7' SIDEWALK 12" MIN. COVER(TIE TO INLETS) V
4" 3000 PSI FINISHED
VDOT ST'D GRADE L5" SM -9.5 VDOT STD
3 7 CONCRETE CG -6 \ SURFACE CG -6
3 1 4" VDOT 2113 o ---- - - -- - -- ---
STONE BASE �o �4„
BM -25
5' PLANTING STRIP 4" UD -4 BINDER 8 21--8 4" UD-4�
(TREE WELLS & PAVERS, UNDERDRAIN SUB -BASE UNDERDRAIN
SEE DETAILS) 2' 16' 16' 2'
1' 8' PARKING LANE 10'TRAVEL LANE 10'TRAVEL LANE 8' PARKING LANE 1'
6" VDOT 21B STONE BASE 0.5' 0.5'
(EXTEND 1' BEYOND BC)
TYPICAL SECTION(W/ PARKING)
Ashlar Avenue (39' PROPOSED PUBLIC R/W)
N. T.S.
Private Entrance - CLAREMONT DRIVE
54' EXISTING PUBLIC R/W
27.0'
op
WILLIAM J. LEDBETTER
Lic. No. 1507-8
L-4NDSUR���04
z
0
m
0
w
U
Q
7' SIDEWALK
4" 3000 PSI
CONCRETE 3 ,1
1/4": 1' -�-
0 4" VDOT 21I . 7
STONE BASE
4" PERFORATED UNDER -DRAIN
12" MIN. COVER(TIE TO INLETS)
5' PLANTING STRIP
(TREE WELLS & PAVERS,
SEE DETAILS)
\6" VDOT 21B STONE BASE
(EXTEND 1' BEYOND BC)
VAR. WIDTH = J
�J
VAR. WIDTH
SIDEWALK o m
o
SIDEWALK
I
R/W (MIN=6') z
z w
POINT OF C
VDOT ST'D
4" 3000 PSI <
> VDOT
4" 3000 PSI
FINISHED
GRADE
1.5" SM -9.5
3 CONCRETE Q G CG -6
6
SURFACE
-F-/
\
1/4":1' -�
:1 4" VDOT 21B
--- -
STONE BASE
V-
4" PERFORATED UNDER -DRAIN/ 4" UD -4
BM 25
BINDER
8" 21-B
12" MIN. COVER(TIE TO INLETS) UNDERDRAIN
2'
SUB -BASE
14.5' 2'
10'
10'
6" VDOT 21A STONE BASE/0.5'
TRAVEL LANE
I' BEYOND BC)
TRAVEL LANE
(EXTEND 1' BEYOND BC)
27.0'
op
WILLIAM J. LEDBETTER
Lic. No. 1507-8
L-4NDSUR���04
z
0
m
0
w
U
Q
7' SIDEWALK
4" 3000 PSI
CONCRETE 3 ,1
1/4": 1' -�-
0 4" VDOT 21I . 7
STONE BASE
4" PERFORATED UNDER -DRAIN
12" MIN. COVER(TIE TO INLETS)
5' PLANTING STRIP
(TREE WELLS & PAVERS,
SEE DETAILS)
\6" VDOT 21B STONE BASE
(EXTEND 1' BEYOND BC)
TYPICAL SECTION(NO PARKING)
Ashlar Avenue (39' PROPOSED PUBLIC RW
Station 11+25 - Private Entrance
N.T.S.
54' EXISTING PUBLIC R/W
27.0'
1
a
w
0
�L
04
JZ
_
NO
Cc LU !9
wo0U
CLZ
�wWU�r
-.N � z =LA?oU-
cz 0. g-ZW
Wr
t°l3:a-
'
N0
REVISIONS
March 14, 2017
As-Buiit
Road & Utility
DATE
June 9, 2015
Scale
AS Shawn
�J
VAR. WIDTH
o
SIDEWALK
I
z w
(MIN=6') R/W
VDOT ST'D
w
Q z
4" 3000 PSI
CG -6
> Q \
CONCRETE 1
c)-3
It
0
3
4" VDOT 21B 7
STONE BASE
4" UD -4
`4" PERFORATED UNDER -DRAIN
UNDERDRAIN
12" MIN. COVER(TIE TO INLETS)
2'
14.5'
0.5 6"
VDOT 21A STONE BASE
(EXTEND
I' BEYOND BC)
TYPICAL SECTION(NO PARKING)
Ashlar Avenue (39' PROPOSED PUBLIC RW
Station 11+25 - Private Entrance
N.T.S.
54' EXISTING PUBLIC R/W
27.0'
1
a
w
0
�L
04
JZ
_
NO
Cc LU !9
wo0U
CLZ
�wWU�r
-.N � z =LA?oU-
cz 0. g-ZW
Wr
t°l3:a-
'
N0
REVISIONS
March 14, 2017
As-Buiit
Road & Utility
DATE
June 9, 2015
Scale
AS Shawn
FILE NUMBER
8053
SHEET
7of13
I
�♦
s
11
It
FILE NUMBER
8053
SHEET
7of13