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Area To Be Dedicated
To Public R/W
Boundary Line
To Be Vacated
SHEET INDEX.
SP1 Cover Sheet
SP2 Notes, Abbreviations, & Legend
01 Q Existing Conditions
SP4 Site Plan
SP5 Landscape Plan
SP6 Utility Profiles
SP7 Storm Sewer Drainage Areas
SP8 Storm Sewer Calculations / Details
SP9 Details
SPIO Waterline Details
---- IWM-A(-- . �-I,
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Submittal - ype
Reviewed and Approved by the
Community Development Department
Datej4,-
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" POST OFFICE LAND TRUST, CHARLES WM HURT & SHIRLEY L FISHER, TRUSTEES
PO BOX 8147
CHARLOTTESVILLE, VA 22906
P LAND TRUST
CHARLES WM HURT & SHIRLEY L FISHER, TRUSTEES
PO BOX M47
CHARLOTTESVILLE, VA 22906
LEGAL REFERENCE & SOURCE OF TITLE
DB 4020-569
MAGISTERIAL DISTRICT: RIVANNA
OF BOUNDARY Sl1MY., DOMINION ENGINEERING
1ARCE OF TOPOGRAPHY: DOMINION ENGINEERING
YS PROPERTY DOES NOT APPEAR TO BE LOCATED WITHIN A FLOOD PLAIN. IT APPEARS TO LIE IN ZONE X
AS SHOWN ON FEDERAL EMERGENCY MANAGEMENT AGENCY FIRM MAP #5100300140D DATED FEBRUARY 4, 2005
viiiis PROPERTY IS NOT LOCATED WITHIN A RESERVOIR WATERSHED.
BENCHMARK(Sl: TOP OF EXISTING SANITARY MANHOLE ON DROP INLET "ST -3" ON NORTHWEST CORNER OF SITE = 586.07
WATER SOURCE: ALBEMARLE COUNTY SERVICE AUTHORITY
SEWER SERVICE ALBEMARLE COUNTY SERVICE AUTHORITY
�S PROPERTY IS ZONED: PD -MC
GROSS RESIDENTIAL DESNSITY: 15.57 UNIT/ACRE (AREA USED TO COMPUTE DENSITY INCLUDES ONLY THE BLOCK C4 SITE AREA)
PROPOSED ADT: 300 VPD (PROJECTED)
30 SFD UNITS X 10 VPD/UNiT
CURRENT USE VACANT
PROPOSED USE TOWNHOMES (30 UNITS)
SUBDIVISION SUMMARY
BLOCK C4 SUBDIVISION 78,108 SF (1.793 ACRES)
MEETING ST. R/W DEDICATION 2,241 SF (0.051 ACRE)
TOWNCENTER DR. R/W DEDICATION 3,600 SF (0.083 ACRE)
RESIDUE OF TMP 32-41L 166,085 SF. (3.813 ACRES)
TMP 32-41L 250,034 SF (5.74 ACRES)
GENERAL
LAND SCHEDULE PRE -DEVELOPMENT (SF) X POST -DEVELOPMENT (SF)
X
LOTS 0 0 59,772 SF
76.5
OPEN SPACE A 0 0 15,212 SF
19.5
(ACCESS, PARKING, & PARK AREA)
ADJUST
OPEN SPACE B 0 0 3,124 SF
4.0
VACANT LAND 78,108 SF. (1.793 ACRES) 100 0 SF
0
TOTAL 78,108 SF. (1.793 ACRES) 100% 78,108 SF. (1.793 ACRES)
100%
IMPERVIOUS AREAS:
ROADS/PARKING AREAS: 27,640 SF
APPROXIMATE
CONCREiE WALKS: 6,826 SF
NOT IN CONTRACT
PROPOSED, BUILDINGS: 26,400 SF
BACK OF CURB
TOTAL IMPERVIOUS AREA 60,866 SF
NOT TO SCALE
PARKING TABULATION FOR TOWNHOUSES:
REQUIRED PARKING: 2 SPACES PER UNIT PLUS 1 SPACE PER 4 UNITS FOR GUEST PARKING
BASEMENT FLOOR ELEVATION
30 TOWNHOUSES X 2 SPACES + 30 TOWNHOUSES X (1 SPACE/4 UNITS) _
ON CENTER
67 PARKING SPACES REQUIRED
BITUMINOUS
TOTAL PROVIDED PARKING FOR TOWNHOUSES:
OVERHEAD
30 UNITS X 1 GARAGE SPACES = 30
BACK
30 UNITS X 1 PARKING SPACE = 30
POLYETHYLENE
8 OFF STREET GUEST PARKING SPACES
BENCHMARK
68 PARKING SPACES PROVIDED
OPEN SPACE IS TO BE OWNED AND MAINTAINED BY A HOMEOWNERS ASSOCIATION.
GENERAL CONSTRUCTION NOTES:
1. Prior to any construction within any existing public right-of-way, including connection to
any existing road, a permit shall be obtained from the Virginia Department of
Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of
the permit. Where any discrepancies occur the requirements of the permit shall govern.
2. All materials and construction methods shall conform to current specifications and
standards of VDOT unless otherwise noted.
3. Erosion and siltation control measures shall be provided in accordance with 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 traffic control signs shall conform with the Virginia Manual for Uniform Traffic
Control Devices.
8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class 111.
9. All excavation for underground pipe installation must comply with OSHA Standards for
the Construction Industry (29 GFR Part 1926).
10. All retaining walls are subject to separate permit approval
GENERAL CONSTRUCTION NOTES FOR STREETS:
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 advance of the start of construction.
2. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor
shall 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 pavement design shall be made by the design engineer and submitted with the test
results for 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 a boundary line or a natural watercourse.
4. Guardrail locations are approximate. Exact length, location and appropriate end treatments
Will be field verified at the time of construction. Additional guardrail may be required at
locations not shown when, in the opinion of the County Engineer, or designee, it is deemed
necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge
of pavement to the face of guardrail, and roadway shoulder widths shall be increased to
seven (7) feet.
5. Where urban cross sections are installed, all residential driveway entrances shall conform
to VDOT CG -9(A, B or C).
6. Where rural cross sections are installed, all residential driveway entrances shall conform to
VDOT standard PE -1.
7. Compliance with the minimum pavement width, shoulder width and ditch sections, as
shown on the typical pavement section detail, shall be strictly adhered to.
8. Road plan approval for subdivisions is subject to final subdivision plot validation. Should
the final plat for this project expire prior to signing and recordation, then approval of these
plans shall 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 Manual.
10. Traffic control or other regulatory signs or barricades shall be installed by the developer
when, in the opinion of the County Engineer, or designee, they are deemed necessary in
order to provide safe and convenient access.
11. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as
determined by VUOT for public roads.
12. VDOT standard CD -1 or CD -2 cross -drains under to be installed under the subbase
material at all cut and fill transitions and grade sag points as shown on the road profiles.
13. A video camera inspection is required for all storm sewers and culverts that are deemed
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.
LT LEFT
UTILITY
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EXIST PROP DESCRIPTION EXIST PROP DESCRIPTION
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GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS:
GENERAL
1. The plan approving authority must be notified one week prior to the pre -construction
BOA BLOW OFF ASSEMBLY PVC POLYVINYL CHLORIDE
ABAN
ABANDON(ED)
MAX
MAXIMUM
ADJ
ADJUST
MIN
MINIMUM
AHD
AHEAD
MON
MONUMENT CONCRETE
APRX
APPROXIMATE
NIC
NOT IN CONTRACT
BC
BACK OF CURB
NTS
NOT TO SCALE
BFE
BASEMENT FLOOR ELEVATION
OC
ON CENTER
BIT
BITUMINOUS
OH
OVERHEAD
BK
BACK
PE
POLYETHYLENE
BM
BENCHMARK
PERF
PERFORATED
BS
BOTTOM OF SLOPE
PROP
PROPOSED
CB
CATCH BASIN
PRVD
PROVIDED
CG12
ACCESSIBLE CURB RAMP
PWW
PAVED WATER WAY
(J
CENTER LINE
RCP
REINFORCED CONCRETE PIPE
CL
CHAIN LINK
REM
REMOVE
CMP
CORRUGATED METAL PIPE
REQD
REQUIRED
CONC
CONCRETE
RET
RETAIN
CY
CUBIC YARDS
RT
RIGHT
C/C
CENTER TO CENTER
R/W
RIGHT OF WAY
C&G
CURB AND GUTTER
R&D
REMOVE AND DISPOSE
DIA
DIAMETER
R&R
REMOVE & RESET
EL
ELEVATION
SD
SIGHT DISTANCE
ELEV
ELEVATION
SQ
SQUARE
ES
END SECTION
STA
STATION
EW
END WALL
SW
SIDEWALK
EX
EXISTING
SWEL
SOLID WHITE EDGE LINE
EXIST
EXISTING
SWLL
SOLID WHITE LANE UNE
FDN
FOUNDATION
TBA
TO BE ABANDONED
FFE
FINISHED FLOOR ELEVATION
TBR
TO BE REMOVED
GTD
GRADE TO DRAIN
TC
TOP OF CURB
IFIRON FOUND
IS
TOP OF SLOPE
IS
IRON SET
TYP
TYPICAL
LA
LANDSCAPE AREA
UG
UNDERGROUND
LOD
LIMIT OF DISTURBANCE
VESCHVA. E&S CONTROL HANDBOOK
LF
LINEAR FEET
YDS
YARDS
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EXIST PROP DESCRIPTION EXIST PROP DESCRIPTION
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GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS:
ARV AIR RELEASE VALVE MH MANHOLE
1. The plan approving authority must be notified one week prior to the pre -construction
BOA BLOW OFF ASSEMBLY PVC POLYVINYL CHLORIDE
conference, one week prior to the commencement of land disturbing activity, and one week
TOP OF CURB ELEVATION
prior to the final inspection.
CO CLEANOUT RIM RIM ELEVATION
2. All erosion and sediment control measures will be constructed and maintained according to
x
minimum standards and specifications of the Virginia Erosion and Sediment Control
CTV CABLE TELEVISION SAN SANITARY
Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control
VACATED PROPERTY UNE'
Regulations.
DI DROP INLET SCC STORMWATER CONVEYANCE CHANNEL
3. All erosion and sediment control measures are to be placed prior to or as the first step in
„1+
clearing.
DIPDUCTILE IRON PIPE SD STORM
4. A copy Of the approved erosion and sediment control plan shall be maintained on the site at
ELEC ELECTRIC SIR DRAINAGE STRUCTURE
all times.
EDGE OF PAVEMENT ELEVATION
5. Prior to commencing land disturbing activities in areas other than indicated on these plans
FH FIRE HYDRANT TSV TAPPING SLEEVE & VALVE
(including, but not limited to, off-site borrow or waste areas), the contractor shall submit a
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supplementary erosion control plan to the owner for review and approval by the plan
FM FORCE MAIN UP UTILITY POLE
approving authority..
�..
6. The contractor is responsible for installation of any additional erosion control measures
F&C FRAME AND COVER WL WATER LINE
necessary to prevent erosion and sedimentation as determined by the plan approving
TOP OF WALL ELEVATION
authority.
F&G FRAME AND GRATE WM WATER METER
7. All disturbed areas are to drain to approved sediment control measures at all times during
GT GREASE TRAP WV WATER VALVE
land disturbing activities and during site development until final stabilization is achieved.
BOTTOM OF WALL ELEVATION
8. During dewatering operations, water will be pumped into an approved filtering device.~
GV GATE VALVE 60V 6.VALVE
9. The contractor shall inspect all erosion control measures periodically and after each runoff
producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of
HDPE HIGH DENSITY POLYETHYLENE
the erosion control devices shall be made immediately.
OMIT OF DISTURBANCE
10. All fill material to be taken from an approved, designated borrow area.
Earth fill be inert`
INV INVERT °Y
r�
11. All waste materials shall be taken to an approved waste area. shall
materials only, free of roots, stumps, wood, rubbish, and other debris.
12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning
Ordinance section 5.1.28.
BENCHMARK
13. All inert materials shall be transported in compliance with section 13-301 of the Code of
FLOODPLAIN LIMIT
Albemarle.
14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to
i
the hours of 7:00am to 9:00pm.
15. Borrow, fill or waste activity shall be conducted in a safe manner that maintains lateral
support, or order to minimize any hazard to persons, physical damage to adjacent land and
IRON FOUND
improvements, and damage to any public street because of slides, sinking, or collapse.
BUFFER ZONE
16. The developer shall reserve the right to install, maintain, remove or convert to permanent
_ --
stormwater management facilities where applicable all erosion control measures required
by this plan regardless of the sale of any lot, unit, building or other portion of the property.
17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75
CONTRACTOR'S COORDINATION RESPONSIBILITIES
lbs/acre, and in 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. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS.
through August to consist of German Millet. Straw mulch is to be applied at 801bs/100sf.
2. ANY TiME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID
Alternatives are subject to approval by the County erosion control inspector.
EASEMENT AS TO THE NATURE OF PROPOSED WORK AND TO FOLLOW ANY GUIDLELINES OR STANDARDS WHICH ARE ASSOCIATED WiTH
18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch.
OR REFERENCED IN THE RECORDED EASEMENT.
Agricultural grade limestone shall be applied at 90lbs/1000sf, incorporated into the top 4-6
3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC, ARE RECORDED/OBTAINED PRIOR TO THE START
inches of soil. Fertilizer shall be applied at 1000lbs/acre and consist of a 10-20-10 nutrient
OF ANY CONSTRUCTION.
mix. Permanent seeding shall be applied at 180lbs/acre and consist of 95% Kentucky 31 or
Tali Fescue and 0-5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be
4. CONTRACTOR TO VERIFlY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFiJCTS EXISTS, CONTACT ENGINEER
applied at 80lbs/100sf. Alternatives are subject to approval by the County erosion control
FOR CLARIFICATION AND/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK.
inspector.
5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISITiNG UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN
19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage
COMPLETED INCLUDING UTILITY POLES.
or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned
when 50% of the wet storage volume is filled with sediment. All seeded areas are to be
6. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIIRED BY ALBEMARLE COUNTY CODE.
reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes
7, CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED
which are collecting sediment to half their height must be cleaned and repaired
FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS
immediately.
AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS.
20. All temporary erosion and sediment control measures are to be removed within 30 days of
final site stabilization, when measures are no longer needed, subject to approval by the
& CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS, IF A PERMIT EXISTS.
County erosion control inspector.
21. This plan shall be void if the owner does not obtain a permit within 1 year of the date of
9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING, BUT NOT LIMITED TO,
ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH
approval. (Water Protection Ordinance section 17-204G.)
GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SiTEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL
22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after
BE INCLUDED IN BASE BID.
the date the land disturbing activity commences. (Water Protection Ordinance section 17-2078)
10. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND
SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER.
CONTOUR
GAS VALVE
INDEX CONTOUR o� GAS METER
PARKING COUNT
CROSSWALK
ACCESSIBLE CURB RAMP
HANDICAP PARKING
VAN -ACCESSIBLE HANDICAP PARKING
CONCRETE PAVEMENT / SIDEWALK
RIPRAP
NEW ASPHALT
GRASS
EC -2 BLANKET MATTING
EC -3 TYPE A
EC -3 TYPE B
0
PROPERTY UNE
< 16" TC
x
12° TC
TOP OF CURB ELEVATION
ADJACENT PROPERTY UNE
x 164' Fs
x
128C
BOTTOM OF CURB ELEVATION
VACATED PROPERTY UNE'
= ._
x
12° FL
FLOW UNE ELEVATION
- - -
EASEMENT
X -1 C' } 1P
x
12° EOP
EDGE OF PAVEMENT ELEVATION
-°--��-
BUILDING SETBACK
X 'C`
x
12
SPOT ELEVATION
_
BUILD TO UNE
X C,, I t
x
T2s TW
TOP OF WALL ELEVATION
wwmwmff�
ZONING UNE
X I"f elver
X
12OBW
BOTTOM OF WALL ELEVATION
TEST PIT LOCATiON/BORING LOCATION
OMIT OF DISTURBANCE
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BENCHMARK
FLOODPLAIN LIMIT
i
1
IRON FOUND
ez
BUFFER ZONE
RMA
RMA - RESOURCE MANAGEMENT AREA
---- UD -- -
UD --
UNDERDRAIN
RPA
DOM. PROJECT NO:13.0018'
RPA - RESOURCE PROTECTION AREA
DRAINAGE LINE
RD __.-....
RD
ROOF DRAIN
- - -
EDGE OF GRAVEL
�.w�,�-a �,r, .:..�.,,-�..
_ e,.� ,•„�
SEWER UNE
EDGE OF PAVEMENT
CG -2
___.._ _.____
To
TRENCH DRAIN
STANDARD 6" CURB
CG -3
W _. __ . W .__.____
w
WATER LINE
STANDARD 4" CURB
CG -6
_.__._.. ,- _--_.__.
--4"FP
FIRE PROTECTION LINE
COMBINATION 6" CURB & GUTTER
CG -7
-- 00W --
Z..DW
WATER SERVICE LINE
COMBINATION 4' CURB & GUTTER
��
M'//�///
FIRE LANE STRIPING
---_---
G
GAS UNE
`--� 0"W
°HW
OVERHEAD ELECTRIC WIRE
'4 BE
BUILDING ENTRANCE
;Ii3t?.-.._...._.--�
LIGE --
UNDERGROUND ELECTRIC
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LOADING DOCK
_.__ 01141 "
GHT
OVERHEAD TELEPHONE LINE
•
BOLLARD
-- UG' ---
UGT
UNDERGROUND TELEPHONE UNE
DQ
DUMPSTER PAD
_._._,,.�,Tu _._ __._-.
-CATV
CABLE TV
-
SIGN.
n
--------
DRAIN INLET
r r
STEEL GUARDRAIL
0
DRAIN MANHOLE
WOOD GUARDRAIL
PLUG OR STUB
FLARED END SECTION
- � -
- -- -
PATH
-._...f
HEADWALL
TREE UNE
FENCE
�}
SEWER MANHOLE
-----------
STONE WALL
C'sy
o(;p
SEWER CLEANOUT
- - - - - -
RETAINING WALL
e`'
4
WATER VALVE & BOX
- - - -
STREAM / POND / WATER COURSE
+b
FIRE HYDRANT ASSEMBLY
- - - -
DETENTION BASIN
WMCM
WATER METER
- x -
SILT FENCE
C"
4
WATER WELL
CONTOUR
GAS VALVE
INDEX CONTOUR o� GAS METER
PARKING COUNT
CROSSWALK
ACCESSIBLE CURB RAMP
HANDICAP PARKING
VAN -ACCESSIBLE HANDICAP PARKING
CONCRETE PAVEMENT / SIDEWALK
RIPRAP
NEW ASPHALT
GRASS
EC -2 BLANKET MATTING
EC -3 TYPE A
EC -3 TYPE B
0
0
ELECTRIC MANHOLE
EIA
EM
®
ELECTRIC METER
+
LIGHT POLE
.0
C
TELEPHONE MANHOLE
T
TRANSFORMER PAD
Cn
UTILITY POLE
0
"
GUY POLE
01101M`I "'a MATCHLiNE
NOTES:
1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN.
2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED.
WETLAND
11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM
(VSMP), GENERAL CONSTRUCTION PERMIT (CCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND
RECREATION (DCR) UNDER THE JURISDICTION OF THE EPA PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL FILE A GCP
NOTICE OF INTENT WiTH THE DCR AND PREPARE A STORMWATER PREVENTION PLAN IN ACCORDANCE WITH THE VSMP REGULATIONS.
12. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS.
13. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE
WITH OSHA STANDARDS AND LOCAL REQUIREMENTS.
14. ONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS,
ORDINANCES AND STATUTES.
15 EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILITY
COMPANY STANDARDS SPECIFICATIONS, AND DETAILS. THE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE
UTILITY REPRESENTATIVES.
GENERAL CONSTRUCTION NOTES FOR STORMWATER MANAGEMENT PLANS:
1. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum
moisture content. All fill material to be approved by a geotechnical engineer. A
geotechnical engineer is to be present during construction of dams.
2. Pipe and riser joints are to be watertight within stormwater management facilities.
3. For temporary sediment traps or basins which are to be converted to permanent stormwater
management facilities; conversion is not to take place until the site is stabilized, and
permission has been obtained from the County erosion control inspector.
LIGHTINGNOTE:
1. All outdoor lighting shall emit less than 3,000 lumens.
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INDEX TITLE:
DATE: 05/6/13
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DOM. PROJECT NO:13.0018'
INDEX TITLE:
DATE: 05/6/13
578 -_ ` 1 1 _ / I 1 r \ \ \ \ \ \ \ \ \ \ \ \ \ r r ' �i N v a
AAS
580
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DRAINAGE EASEMENT / I ( \ \ \ \ \ \ \ \ / / 4 es
DB 3265-73
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Lic. .33028
ZONAL
�' ' PORTION OF 15" ,RC 1 77:
CG -6 CUR ' r ' TO BE REMOVED
\ TO BE REMOVED '� r SANITARY
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DB 3265-73 r PO,R`TION OF CG -6 CUR �`\
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DOM. PROJECT NO:13.0018
INDEX TITLE:
1 �.
SCALE: - 20
SHEET NO: 3 OF 10
DATE: Q�j /6/13
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INDEX TITLE:
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\4- o e. y;. •.' SCALE:/i" = 20' / /%/ SHEET NO: 4 OF 10
DATE: 05/6/13
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595
590
585
580
575
570
565
560
555
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Utility dotes:
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Minimum Separations:
Sanitary Sewer & Waterline: 1.5'
All Other Utilities: 1'
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SANITARY SEWER PROFILES
S 6 HORIZ. SCALE: 1"=30'
VERT. SCALE: 1"=10'
r2_�' STORM SEWER PROFILES
SP HORIZ. SCALE: 1"=30'
VERT. SCALE: 1"=10'
c3 WATERMAIN PROFILE
SP6 HORIZ. SCALE: 1"=30'
VERT. SCALE: 1"=10'
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rf'
SANITARY SEWER PROFILES
S 6 HORIZ. SCALE: 1"=30'
VERT. SCALE: 1"=10'
r2_�' STORM SEWER PROFILES
SP HORIZ. SCALE: 1"=30'
VERT. SCALE: 1"=10'
c3 WATERMAIN PROFILE
SP6 HORIZ. SCALE: 1"=30'
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610
605
600
595
590
585
580
575
570
565
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INDEX TITLE:
T V` S 6 1f
DATE: 05/6/13
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�4r- O�j INDEX TITLE:
41
Ilk/ A " �� : a : �' s.. `' i SCALE:/4" 2®, , /, SHEET No: 7 of to
r7l�\ \ 1 ` DATE: 05/6/13
1)" CkA n GA
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21A
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Sp8f NOT TO SCALE����
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SP8 j NOT TO SCALE
GENERAL NOTES:
1, THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES.
2, DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST)
WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE
RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN
TRAVEL, OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE
WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER.
3, SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP
FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS,
4, IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO
THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF
PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4.
5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED TCENTER TO CENTER ALONG
CONCRETE
COVER
RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM
CONCRETE COVER lVi'.
6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS
ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER.
7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED
BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER
AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY
CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED,
OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS
AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT
BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE
HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS
UNOBSTRUCTED STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL
ACCESSIBLE ELLiNTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED
AND USED BY PEDESTRIANS.
S. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT
THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND
THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS
PERPENDICULAR TO THE CURB.
9. TYPIACC� CONCRETE TITD K CK. tHEN
UCO FOR
IS 4 . r , THE ENTRANCE RADII CANNOT
. E F
DATE THE G REQNE IE ANTICIPQED HEAVY TRUCK
I COJOE
TRAFFIC, REFER TO ST RD CG_13, CE (HEAVY
TRUCK TRAFFIC) FOR CONCRETE DEPTH.
io, WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH,
THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH
0.2" �*
507 - 65X OF BASE DIAMETER
�4^� TOP DIAMETEff-
0 9" - 14"
T BASE DIAMETER
TRUNCATED DOME
DETAIL
CG -12
TYPE A
PERPENDICULAR
C�T)EK 2" HIGHER THAN
EDGE bF PAVEMENT
AT X X SAME AS TOP OF CURB
TYPE C
PARALLEL & PERPENDICULAR
1.6" - 2.4" TRUNCATED DOME
TRUNCATED DOME
C -C 0 0
0 0 0 0 0 0 0 0 0 0 a
00 0 0 0 0 0 0000 O00j
C11
4 0 0 0 0 0 0 0 0 00 00 00 0-
0 0 0 0 0 0 0 0 0 0 00 00 0 IR
0 0 0 0 0 0 0 0 000 0 00 0
z
0 0 0 0 0 0 0 0 00 0 0 00 03
0 0 0 0 0 0 0 0 0 0 0 0 00 0 -
VARIABLE
4' MINIMUM.
PAY LIMITS
DETECTABLE WARNING
DETAIL
SKOMA"
CG -12 DETECTABLE WARNING SURFACE FIFEWn
REV, 7/05 GENERAL NOTES 105
502
203.051 VIRGINIA DEPARTMENT OF TRANSPORTATION
CG -12 DETAIL
W8 J' NOT TO SCALE
CG -6
ERENCE I COMBINATION 6" CURB & GUTTER
105
502 VIRGINIA DEPARTMENT OF TRANSPORTATION
r6� CG -6 DETAIL
P8 NOT TO SCALE
201.03
Inlets
NOTES:
Inlet
Drng
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
I
Runoff
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
Q
Q
4000 PSI IF PRECAST.
Inlet
Curb
3. COMBINATION CURB & GUTTER HAVING A RADIUS
Gutter
Cross
OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL
Gutter
Gutter
BE PAID FOR AS RADIAL COMBINATION CURB &
0
No.
GUTTER.
Area
Time
4. FOR USE WITH STABILIZED OPEN -GRADED
Coeff
Q
DRAINAGE LAYER, THE BOTTOM OF THE CURB
Capt
Byp
AND GUTTERBE CONSTRUCTED PARALLEL
Len
Type
TO THE SLOPE UP5HU SUBBASE COURSES
SI, Sw
SI, Sx
AND TO THE DEPTH OF THE PAVEMENT.
Spread
Adz;zz�'
5. ALLOWABLE CRITERIA FOR THE USE OF
CG -6 IS BASED ON ROADWAY CLASSIFICATION
(min)
(in/hr)
AND DESIGN SPEED AS SHOWN IN APPENDIX A
�4"
2" R
OF THE VDOT ROAD DESIGN MANUAL.
(cfS)
M
(ft)
(ft/ft)
(ft/ft)
(ftift)
(ft)
(ft)
I>
1
0.56
6.0
6.38
0.83
7"
0.19
A A
0.54
83
b t>
Curb
0.040
- - - - - - -
- - - ---- THE BOTTOM OF THE CURB AND
0.25
6.41
GUTTER MAY BE CONSTRUCTED
2
PARALLEL TO THE SLOPE OF
6"
2'-0"
SUBBASE COURSES PROVIDED A
0.82
2.14
MINIMUM DEPTH OF 7"
1.95
0.19
IS MAINTAINED.
THIS AREA
MAY BE CONCRETE
0.048
AT THE OPTION OF THE CONTRACTOR
0.020
ERENCE I COMBINATION 6" CURB & GUTTER
105
502 VIRGINIA DEPARTMENT OF TRANSPORTATION
r6� CG -6 DETAIL
P8 NOT TO SCALE
201.03
Inlets
Line
Inlet
Drng
Inlet
I
Runoff
Incr
Q
Q
Q
Inlet
Curb
Junct
Gutter
Cross
Cross
Gutter
Gutter
-2
q) c() cf)
0
No.
ID
Area
Time
Inlet
Coeff
Q
Carry
Capt
Byp
Eff
Len
Type
Slope
SI, Sw
SI, Sx
Depth
Spread
Adz;zz�'
(ac)
(min)
(in/hr)
(C)
(Cfs)
(Cfs)
(Cfs)
(cfS)
M
(ft)
(ft/ft)
(ft/ft)
(ftift)
(ft)
(ft)
1
1
0.56
6.0
6.38
0.83
2.96
0.19
2.61
0.54
83
12.00
Curb
0.040
0.083
0.020
0.25
6.41
2
2
0.39
5.0
6.70
0.82
2.14
0.00
1.95
0.19
91
12.00
Curb
0.048
0,083
0.020
0.22
471
3
3
0.16
5.0
6.70
0.74
0.79
0.00
0.79
0.00
100
6.00
Curb
Sag
0.083
0,020
011
1.31
4
4
0.06
5.0
6.70
0.71
0.29
0.21
0.45
0.05
90
6.00
Curb
0.046
0.083
0.020
0.13
1.59
5
5
0.39
5.0
6.70
0.82
214
0.00
1.93
0.21
90
12.00
Curb
0.053
0.083
0.020
0,22
4.56
r -T"), STORM INLET CALCULATIONS
SP8
5'STORM DRAIN CALCULATIONS
SP8
T' R
6"
SEE
NOTE 4
4" 1-" RADIUS
7Y,2"
MIN SURFACE
A - ?*.
BASE
S'MA70
RITSM
105
502
CG -2
NOTES:
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
:3. CURB HAVING A RADIUS OF 300 FEET. RADIAL
(ALONG
FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB,
4.THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS Y
(15" DEPTH) OR INCREASED MUCH AS 3" (21" DEPTH)
tORDER THAT THE BOTTOM OF CURB ILL COINCIDE
TH THE TOP OF A COURSE OF THE ALLMENT SUBSTRUCTURE.
OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN,NO ADJUSTMENT
IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN
INCREASE IN DEPTH.
5. CG -2 ISVENTS TO BE FOR USEDCG-6N OAS ROAD* Y
EQUIRES )0EETING THE
R
APPENDIX A OF THE VDOT ROAR ESI VMUAL.
SURFACE
BASE
SUBBASE
STANDARD 6" CURB
VIRGINIA DEPARTMENT OF TRANSPORTATION
CG -2 DETAIL
NOT TO SCALE
201.01
eA
yy C. 0. 33028
9NAL
E
>
c\I c\I (0
c
CO
1"< It?
00)
C
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iiii
-2
q) c() cf)
0
to
c
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c
w
0
0
Adz;zz�'
eA
yy C. 0. 33028
9NAL
IL)
:9
IOU
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iiii
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IOU
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uj
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�=
1
M
INDEX TITLE:
SHEET NO: 8 OF 10
DATE: 05/6/13
•
INDEX TITLE:
SHEET NO: 8 OF 10
DATE: 05/6/13
East Jordan Iron
Works 00104316
X
C�7
27 1/2" DIA
[699mm]
26 1/4" DIA
[667mm]
VZA
24" DIA
[606mm
1 28 7j16" DIA
t� [722mm]
36" DIA
[914mm
FRAME SECTION
(4) 1" (25mm) DIA HOLES
ON 32 3/4" (834rrim) DIA
BOLT CIRCLE.
1"
I— [25mm] J,
1 1/21,
[38mm]
2" (51mm) LETTERS
(RECESSED FLUSH)
_(2) CLOSED
PICKHOLES
1 1/2-
- [38mm]
T
/ \,(2) CORED
PICKBARS
1 1/8" (29mm) DIA BOSS
7"
[178mm] 1 1 /2"
26" DIA
[660mm [38mm]
1/4" (6mm) DIA 3 1/8"
NEOPRENE GASKET [79mm]
5/8" 23" DIA --
[16mm] [584mm]—
25" DIA
— [635mm]
O.D. OF GASKET GROOVE
SECTION
1
I
FRAME & COVER
(SEE FIG. S–I–D,E)
SLOPED AREA —0'
"WEDG–LOK" TYPE
RUBBER COATED STEEL
STEPS OR APPROVED
EQUAL CAST IN PLACE —�
PRECAST REINFORCED
CONCRETE SECTIONS
"0" RING SEALS
MINIMUM ELEVATION
DIFFERENCE ACROSS M.H. %
FROM INLET TO OUTLET
SHALL BE 0.20 FEET.
DEPTH OF FLOW CONCRETE
CHANNEL TO BE FILLETS
3/4 DIAMETER OF
CONTRIBUTING
SEWER.
A FILLETED INVERT FOR A SMOOTH
TRANSITION OF FLOW BETWEEN
INLET & OUTLET PIPE SHALL BE
STREET SURFACE OR
NON–PAVED AREA
V-0" MAX
2'-0„
a
d
1 3'-0" MIN
12;; MIN „
16 MAX 12
4'-0" 5'
VARIES
Lj
'& 12" FLEXIBLE CONNECTION
WITH STAINLESS STEEL
BAND
PROVIDED. `---- MIN. 6" BEDDING
NOTE : W/ NO. 68 STONE
1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE
SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS.
2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE
EXTENDED OR NON–EXTENDED BASES.
3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED
INSIDE AND OUT.
SEWER SERVICE LATERAL CONNECTION NOTES :
1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE
AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS
INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE
LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE
TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED
TO THE MANHOLE.
2.SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE
CONNECTED USING A PIPE SADDLE AS MANUFACTURED BY "SEALTITE",
OR AN APPROVED EQUAL.
3.MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4"
PER FOOT ) 1 1
4.ALL SEWER LATERALS SHALL HAVE A MINIMUM
DIAMETER OF 4". 2' MIN
5.ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER
OF 3 FEET.
MAIN LINE
/ SALT ---J
TREATED
FINISHED GROUND —� MARKER
3 SANITAI
SP9 NOT TO SCALE
3000 PSI CONC. BASE
BENCH SLOPED TO FLOW
CHANNEL 1/4" : 1' MIN
IA
NOTE:
ALL CONNECTIONS TO
EXISTING MANHOLES SHALL
BE CORED AND A FLEXIBLE
CONNECTION " BOOT "
: INSTALLED
O
MANHOLE WITH BRANCH TIE-IN DETAIL-
S P 9 NOT TO SCALE
R
SEWER SERVICE LATERAL DETAIL
EME
SPRI
C
N0, 68
REMAINING BACKFILL SHALL
NOT CONTAIN ROCK MATERIAL
LARGER THAN 5" IN ANY
DIMENSION
—INTIAL BACKFILL*
(6" LIFTS)
* THOROUGHLY COMPACTED
BY HAND OR APPROVED
MECHANICAL TAMPER
—HAUNCHING
—BEDDING 6" max
4" min
—FOUNDATION (SHALL BE
REQUIRED WHEN SOIL
CONDITIONS ARE UNSTABLE
(ALL PIPE)
NOTE :
1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE
BACKFILLED ENTIRELY WITH NO. 21A STONE.
2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED
AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68
STONE SHALL BE PROVIDED'
3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6"
BEDDING OF NO. 68 STONE
'NnT TO SCALE
- ¢ E
N N co 6�
u q
pQcO— _
c>dZ�
M 5; o
41 0
m
`f7 Odd
-U
�Xhn yF
*'N
Lic. 33028
rd �}
ksI®NAL.�
INDEX TITLE:
MIAMNIMFITAM
DATE: 05/6/13
•
•
•
.r
II
r
r
oilr
•
t
INDEX TITLE:
MIAMNIMFITAM
DATE: 05/6/13
•
•
•
II
INDEX TITLE:
MIAMNIMFITAM
DATE: 05/6/13
45.
mex
PLUG
/
FOR TEE OR WYE ITTINGS
WIDEN TRENCH TO
ACCOMMODATE
ANCHOR IF
REQUIRED.
NG ASJIRED
` \
�
c���T|[\N 1-1
`^`-°''`''` ' '
SECTION 2-2
PIPE
DEGREE
BEND DIMENSIONS
VOL,
TEE AND PLUGS
VOL.
BRASS NIPPLE AND CAP
OF
LUBRICATE ALL THREADS
THRUST BLOCK
/,00011�_
METER BOX (SEE FIG. W-7)
BEND
.1
VALVE BOX
NO. 57 STONE
Lic o. 33028
M.J. FITTING
Y -d lz__
2" PIPE SLOPED
0
TO DRAIN IF
ONAL
GRADE ALLOWS
VARIES VARIES 2" GALV. OR BRASS
PIPE
2" THREADED TAP
PLUG
DEAD END
Lu
i' 3'� TYPICAL BLOW -OFF ASSEMBLY
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. NO 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 BLOCK DETAIL
KENNEDY GUARDIAN /K -81A\
MUELLER CENTURION (A-423)
OR APPROVED EQUAL
6' MIN
- (27O`)
7 CU. F[
#S8 STONE
NOTE HYDRANT MUST BE
EQUIPPED WITH CHARLOTTES-
VILLE THREADS WHICH IS
THE LOCAL STANDARD.
LENGTH OF BRANCH VARIES
18"
6" GATE
VALVE
8" X R"
TEE
2500 P.S.I. CONCRETE
BASE AND THRUST
BLOCK AGAINST
UNDISTURBED STABLE
SOIL. STEEL
3/4" THREADED RODS TO
WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS.
A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED
THE VALVE TO THE HYDRANT WITH 2-3�4" OR ASPHALT COATED
THREADED RODS IN ADDITION TO POURING
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 /WVYf FROM THE FIRE HYDRANT AND
VALVE BOX.
4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH.
IT IS NOT ALLOWED IN THE DITCH.
5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP
HOLES ARE 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.
�
NOT TO SCALE
1^ oowpnconmw x 3/4" MALE PIPE noopuwo
onAPPmmED EQUAL
SINGLE SERVICE
�
/
1) SADDLES SHALL BE USED ON PVC PIPE.
1/4 BEND COUPLING (IF REQUIRED)
MUELLER NO. H-15069 (1") LOCKWING
z7 BALL
� wumu�r ��w�
\ OR APPROVED EQUAL /
45^
nnnpommow 1 1/2", z")
MUELLER NO. B-25000
FORD NO. m-600, on
APPROVED EQUAL
5 '� TYPICAL SEI
PI Of NOT TO—SCALE
COVER UFT NOTCH
ilk
'
��& PIPE'SLOT
BROOKS
'/' � �� �
/ /2 PLACES) ` / 2200 SERIES
METERS) (5/8"—V'
|v|�- |�-|\`�/
NOTES:
(1) UNPAVED AREAS /PREFERRED LOC/T|()N\: PLASTIC BROOKS 2200 SERIES WITH
6" EXTENSION OR APPROVED EQUAL.
/2\ PAVED AREAS (ALTERNATE L0C/glON\: CAST IRON B{NGHAW and TAYLOR No. 5015-B
OR APPROVED EQUAL. USE 8" OF BRICK and/or BLOCK TO INCREASE DEPTH TO 24".
/3\ FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID.
r2_N� TYPICAL METER BOX
nORuSEnwmTAmED SINGLE FAMILY
RESIDENTIAL SERVICES OR DUAL RESIDENTIAL
AND IRRIGATION SERVICES.
nwpRsmomw x o/* MALE nps 000puwn
kPpnovso EQUAL
FOR USE owDETACHED SINGLE FAMILY
naoocwTwL scmooc **cnc AN /Rmommw
METER IS NOT PROVIDED.
—CAST IRON LID
FINISHED GRADE10"— 1 BROOKS 2200 SERIES BOX WITHEXTENSION OR APPROVED EQUALIN UNPAVED AREASCOPPERSETTERMcDONALD 20-209 WWDD 313OR APPROVED EQUALMETERBRICK ASNECESSARY
2500 P.S.I.
CONCRETE
THRUST BLOCK
PLACE 5' GALVANIZED " WITNESS " POST WITH
- CAPPED ENDS PANTED BLUE IN REMOTE AREAS
o AS DIRECTED. MARKER LOCATION MAYBE SUBJECT
' TO HIGHWAYDEPARTMENT APPROVAL.
| |�
FINISHED GRADE ----
FOR USE ON ATTACHED
--
�
ADJUSTABLE VALVE BOX W/ UD
B|NGHAW & TAYLOR RG. NO. 4805
(SCREW TYPE) OR APPROVED EQUAL
M.J. GATE VALVE
NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE.
r6"� TYPICAL GATE VALVE
\,Splo) NOT TO SCALE
rnr oo^^/,n ^un
o/�c on�/w^,
VALVE THE �
WATER MAIN
M.J. PLUG
"vu vm-vi
TO TEE /COAT RODS WITH BITUMINOUS PAIkT\
ON-LINE /7'\/[}[� "��'/\
\ / / / �- �� /
THREADED COUPLING
PVC NIPPLE AND CAP
PVC SLEEVE or
BRASS NIPPLE AND CAP
OF
LUBRICATE ALL THREADS
THRUST BLOCK
/,00011�_
METER BOX (SEE FIG. W-7)
.1
VALVE BOX
NO. 57 STONE
Lic o. 33028
M.J. FITTING
Y -d lz__
2" PIPE SLOPED
0
TO DRAIN IF
ONAL
GRADE ALLOWS
VARIES VARIES 2" GALV. OR BRASS
PIPE
2" THREADED TAP
PLUG
DEAD END
Lu
i' 3'� TYPICAL BLOW -OFF ASSEMBLY
cc
cn
INITIAL BACKFILL
* 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
#6O STONE.
FOUNDATION IN POOR SOIL UNDER -CUT `[N0'T|1N
UNSTA8L
SOI|^MIN MIN,
INITIAL BACKFILL 4 MI-
#68 STONE
)LAR FILL ��
fOVFD BY /\CSA
S BLE SOIL OR' ROC\K
NOTE �
1.N[) ROCKS SH/\U- BE ALLOWED WITHIN 24" OF THE WATER []NES.
2.N[] ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED
ABOVE THE IN|]l/\L 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 [}[1G OUT IN ALL CASES'
K_DUCTILE IRON WATER PIPE
7'N� INSTALLATION & BEDDINGlltll!� NOT TO SCALE