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TMP 32-41D2
Edlich Drive Realty, LLC
Zone: LI
Use: Warehouse
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TMP 32-41
Sub 'on
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`TMP`32,��4
Use: R 'dentia
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...... Zone: Rural
ZONE Use: Residential
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Laurel Park ..... ..
Private Road
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T erties, LLC
Zone: PD—
se: Residencial
e: L
SPI Cover Sheet
SP2 Notes, Abbreviations, & Legend
SP3 Existing Conditions
SP4 Layout Plan
SP5 Grading Plan
SP6 Landscape Plan
SP7 Road Profiles
SP8 Sight Distance Profiles
SP9 Utility Profiles
SP 10 Storm Sewer Drainage Areas & Calculations
SPI I Details
SP 12 ACSA Details
SP 13 Lighting Plan
ALBEMARLE COUNTY (PLANNING
ALBEMARLE COUNTY ENGINEER
ALBEMARLE COUNTY ARCHITECTURAL REVIEW BOARD
ALBEMARLE COUNTY IDEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
ALBEMARLE COUNTY BUILDING INSPECTION
DATE
DATE
01310
2-
El
DOM. PROJECT NO:16.011
INDEX TITLE:
SHEET NO: I of 13
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DOM. PROJECT NO:16.011
INDEX TITLE:
SHEET NO: I of 13
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DOM. PROJECT NO:16.011
INDEX TITLE:
SHEET NO: I of 13
GENERAL NOTES
UTILITY
ABBREVIATIONS
ARV
AIR RELEASE VALVE
LEGEND
MANHOLE
BOA
BLOW OFF ASSEMBLY
SITE DATA
POLYVINYL CHLORIDE
CO
CLEANOUT
RIM
RIM ELEVATION
CTV
CABLE TELEVISION
SAN
SANITARY
Di
DROP INLET
SCC
STORMWATER CONVEYANCE CHANNEL
DIP
GENERAL
SD
EXIST
PROP
DESCRIPTION
EXIST
PROP
DESCRIPTION
FIRE HYDRANT
TSV
NERAL CONSTRUCTION NOTES:
1. Prior to any construction within any existing public right-of-way, including connection to
ABAN
ABANDON(ED)
MAX
MAXIMUM
.... .._._.............
FRAME AND COVER
PROPERTY LINE
WATER LINE
x 126 TC
TOP OF CURB ELEVATION
TOWN PROPERTIES, LLC
WATER METER
any existing road, a permit shall be obtained from the Virginia Department of
GREASE TRAP
WV
WATER VALVE
GV
GATE VALVE
6"V
6" VALVE
m
1778 HEARIHGLOW LANE
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.
ADJ
ADJUST
MIN
MINIMUM
ADJACENT PROPERTY UNE
x 126 BC
BOTTOM OF CURB ELEVATION,
VA 22901
CHARLOTTESVILLE
2. All materials and construction methods shall conform to current specifications and
AHD
AHEAD
MON
MONUMENT CONCRETE
DEVELOPER:
standards of VDOT unless otherwise noted.
•
_ -- - --- -
VACATED PROPERTY UNE
-< ` ;' �
x 126 FL
FLOW UNE ELEVATION
3. Erosion and siltation control measures shall be provided in accordance with the approved
_
TOWN PROPERTIES, LLC
erosion control plan and shall be installed prior to any clearing, grading or other
APRX
APPROXIMATE
NIC
NOT IN CONTRACT
__
EASEMENT
-
x 126 EOP
EDGE OF PAVEMENT ELEVATION
1778 HEARTHGLOW LANE
construction.
4. All slopes and disturbed areas are to be fertilized, seeded and mulched.
BC
BACK OF CURB
NTS
NOT TO SCALE
CHARLOTTESVILLE, VA 22901
5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable,
BUILDING SETBACK
x 12
SPOT ELEVATION
LEGAL REFERENCE &SOURCE OF TiTLE: DB 4556/211 ORIGINAL SUBDIVISION PLAT: DB 4801/472
lesser slopes of 3:1 or better are to be achieved.
BFE
BASEMENT FLOOR ELEV
OC
ON CENTER
6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the
BUILD TO UNE
'_;z
x 126 TW
TOP OF WALL ELEVATION
County Engineer, or designee, it is deemed necessary in order to stabilize a drainage
BIT
BITUMINOUS
OH
OVERHEAD
SITE A6F.A;. 3.81 Ac.
channel.
7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic
BK
BACK
PE
POLYETHYLENE
e
ZONING UNE
x 126 BW
BOTTOM OF WALL ELEVATION
MAGISTERIAL DISTRICT: RIO
Control Devices.
8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class III.
9. All excavation for underground pipe installation must comply with OSHA Standards for
BM
BENCHMARK
PERF
PERFORATED
TEST PIT LOCATION/BORING LOCATION
80-OR•CE OF BOUNDARY SURVEY: DOMINION ENGINEERING & DESIGN DATED: APRIL 2017
the Construction Industry (29 CFR Part 1926).
LiMlfi OF DISTURBANCE
10. All retaining walls are subject to separate permit approval.
BS
BOTTOM OF SLOPE
PROP
PROPOSED
BENCHMARK
SOURCE OF TOPOGRAPHY: DOMINION ENGINEERING & DESIGN DATED: JULY 2014, FIELD VERIFIED BY ENGINEER MAY
26, 2017
FLOODPLAIN LiMIT
GENERAL CONSTRUCTION NOTES FOR STREETS,
CB
CATCH BASIN
PRVD
PROVIDED
IRON FOUND
THIS PROPERTY DOES NOT APPEAR TO BE LOCATED WITHIN A FLOOD PLAIN. IT APPEARS TO UE IN ZONE X
1. Prior to any construction within any existing public right-of-way, including connection to
----
-- Uz -
BUFFER ZONE
AS SHOWN ON FEDERAL EMERGENCY MANAGEMENT AGENCY FIRM MAP #51003CO14OD DATED FEBRUARY 4, 2005
any existing road, a permit shall be obtained from the Virginia Department of
CG12
ACCESSIBLE CURB RAMP
PWW
PAVED WATER WAY
RI
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
�
RMA - RESOURCE MANAGEMENT AREA
J
------
UNDERDRAiN
govern.
CENTER UNE
RCP
REINFORCED CONCRETE PIPE
lf.
BENCHMARK(S): EXISTING SANITARY SEWER STRUCTURE IN NORTHWEST CORNER OF SITE (C-6) SSMH S-1 EL. =
590,04
2. Construction inspection of all proposed roads within the development will be made by the-
RPA RESOURCE PROTECTION AREA
r, a~.".t....
DRAINAGE UNE
*DATUM: NAVD 1988
County. The contractor must notify the Department of Engineering (296-5861) 48 hours
CL
CHAiN LINK
REM
REMOVE
in advance of the start of construction.
3. All materials and construction methods shall conform to current specifications and
CMP
CORRUGATED METAL PIPE
REQD
REQUIRED
- - --
--~~- ---_-- --
EDGE V
E OF GRAVEL
"
ROOF DRAIN
WATER SOURCE: ALBEMARLE COUNTY SERVICE AUTHORITY
standards of VDOT. All excavation for underground pipe installation must comply with
OSHA Standards for the Construction Industry (.29 CFR Part 1926).
CONC
CONCRETE
RET
RETAIN
SEWER LINE
SEWER SERVICE: ALBEMARLE COUNTY SERVICE AUTHORITY
4. Erosion and siltation control measures shall be provided in accordance with the approved
_.
------ -.
EDGE OF PAVEMENT
erosion control plan and roust be installed prior to any clearing, grading or other
CY
CUBIC YARDS
RT
RIGHT
„p,"--`>
CO d
- -
-- -
TRENCH DRAIN
ZONE: PD -MC
construction.
`.... „'
--�T-=
"
STANDARD 6 CURB
THIS PROPERTY IS SUBJECT TO PROFFERS, AND A CODE OF DEVELOPMENT PER ZMA 2013-0004
5. 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
C/C
CENTER TO CENTER
R/W
RIGHT OF WAY
-
- --- - -
WATER LINE
GROSS RESIDENTIAL DENSITY: 42 UNITS/3.81 Ac = 11.0 UNITS PER ACRE
shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not
=- _-
----===
STANDARD 4" CURB
obtainable, a revised pavement design shall be .made by the design engineer and
C&G
CURB AND GUTTER
R&D
REMOVE AND DISPOSE
-
--
FIRE PROTECTION LINE
submitted with the test results for approval.
6. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum
DIA
DIAMETER
R&R
REMOVE & RESET
COMBINATION 6" CURB &GUTTER
- -
-r; ---
WATER SERVICE LINE
PROPOSED ADT: 294 VPD
42 SFA UNITS X 7 VPD/UNIT
allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of
({ 7
4:1 or better are to be achieved.
7. Surface drainage and pipe discharge must be retained within the public right-of-way or
EL
ELEVATION
SD
SIGHT DISTANCE
COMBINATION 4 CURB &GUTTER
GAS LINE
CURRENT USE VACANT
within easements prior to acceptance by VDOT. All drainage outfall easements are to be
ELEV
ELEVATION
SQ
SQUARE
�; /
FiRE LANE STRIPING
PROPOSED USE: TOWNHOMES 42 UNITS)
extended to a boundary line or a natural watercourse. The contractor shall field verify the
-- ci -_ .-
OVERHEAD ELECTRIC WiRE
length of all storm drainage pipe.
8. Guardrail locations are approximate. Exact length, location and appropriate end treatments
ES
END SECTION
STA
STATION
--
-
~ '"'m ~_"
UNDERGROUND ELECTRIC
MAXIMUM BUILDING HEIGHT: 35'
BUILDING
will be field determined at the time of construction. Additional guardrail may be required at
ENTRANCE
locations not shown when, in the opinion of VDOT, the Director of Engineering, or the
EW
END WALL
SW
SIDEWALK
BUILD -TO -UNE: 0'-20' FROM EDGE OF SIDEWALK PER CODE OF DEVELOPMENT TABLE 8
Director=s designee, it is deemed necessary. When guards!l is required, it shall be installed
�tD
LOADING DOCK
.
,, .__-_._...
OVERHEAD TELEPHONE UNE
four (4) feet offset from the edge of pavement 'to the face of guardrail, and roadway
EX
EXISTING
SWEL
SOLID WHITE EDGE LINE
shoulder widths shall be increased to seven (7) feet. Albemarle County Engineering & Public
BOLLARD--
��W" �'"T ���
UNDERGROUND TELEPHONE UNE
LAND SCHEDULE: POST -DEVELOPMENT {sf)
%
Works Policies duly 19989 Revised 30 January 2t103
9. Where urban cross sections are installed, all residential driveway entrances shall conform
EXIST
EXISTING
SWLL
SOLID WHILE LANE UNE
•
LOTS 66,906 sf
40.3%
to VDOT CG-9{A,B or C).
FDN
FOUNDATION
TBA
TO BE ABANDONED
®
DUMIPSTER PAD
_..._.._ :�,:.;., _--___
_-�--�,�,-�----
CABLE N
OPEN SPACE A 2,327 sf
1.4%
10. Where rural cross sections are installed, all residential driveway entrances shall conform
_
to VDOT standard PE -1.
Paved, rip -rap or stabilization mat lined ditch may be required to stabilize a drainage
FIFE
FINISHED FLOOR ELEVATION
TBR
TO BE REMOVED
w
SIGN11.
U
DRAIN INLET
OPEN SPACE B 2,966 sf
1.8%
channel when, in the opinion of VDOT, the Director of Engineering, or the Director=s
OPEN SPACE C 32,902 sf
19.8%
designee, it is deemed necessary.
12. A minimum clear zone of ten (10) feet from the edge of pavement shall be maintained on
GTD
GRADE TO DRAIN
TC
TOP OF CURB
___. _ _'
STEEL GUARDRAIL
"�
DRAIN MANHOLE
OPEN SPACED (INTERIOR PRIVATE ROADS) 17,204 sf
10.5%
all residential subdivision streets. Additional clear zone may be required depending on
IFIRON FOUND
T5
TOP OF SLOPE
C
PLUG OR STUB
OPEN SPACE E (EXTERIOR PRIVATE ROADS) 42,091 sf
25.3%
the category of road design.
_..._ _. _
____ I _
WOOD GUARDRAIL
13. Compliance with the minimum pavement width, shoulder width and ditch sections, as
IS
IRON SET
TYP
TYPICAL
.-- ,
OPEN SPACE G 414 sf
0.2%
shown on the typical pavement section detail, shall be strictly adhered to. The cross slope
��
FLARED END SECTION
shall be maintained as shown on the plans. Exceptions will not be allowed.
LA
LANDSCAPE AREA
UG
UNDERGROUND
- LL --
rr- -
PAT}{
OPEN SPACE H 752 sf
0.5%
14. All required signs (stop, street name, speed limit signs, etc.) are to be furnished and
HEADWALL
OPEN SPACE J 402 sf
00%
installed by the developer prior to acceptance Signs and their installation shall conform
to "Albemarle County Road Naming and Property Numbering Ordinance and Manual"
LOD
LIMIT OF DISTURBANCE
VESCHVA. E&S CONTROL HANDBOOK
- .; „ -
„� _�
TRE1E UNE
TOTAL 165,964 sf (3.81 Ac.)
100%
and the Virginia Manual for Uniform Traffic Control Devices. The locations of all signs
YDS
YARDS
are shown on the plans. The developer shall be responsible for maintenance of the signs
LF
LINEAR FEET
_
-- - --
FENCE
SEWER MANHOLE
until the roads have been accepted into the state secondary road system. The speed limits
to be posted on speed limit signs are to be determined by VDOT prior to acceptance. The
LT
LEFT
°
SEWER CLEANOUT
ted 5m h bel th d ' seed
_.._ .... _ ................_.....
STONE WALL
speed limit +s to be pos p ow a _,J 1 p
15. Road pian approval is subject to final subdivision plat validation. Should the final plat
for this project expire prior to signing and recordation, then approval of these plans shall
be null and void.
16. Traffic control or other regulatory signs or barricades shall be installed by the developer
when, in the opinion of the Director of Engineering, or the Director's designee, they are
deemed necessary in order to provide safe and convenient access.
17, Use VDOT standard CD -1 or CD -2 underdsins under the subbase material at all cut and
fill transitions and grade sag points.
18. A video camera inspection is required for all storm sewers and culverts that are deemed
inaccessible to VDOT inspections and are to be accepted into VDOT's maintenance
program and ownership. The video inspection shall be conducted in accordance with
VDOT's video camera Inspection procedure and with a VDOT and/or County inspector
present. In addition, if high-density polyethylene (HDPE) pipe or pipe system is installed,
the contractor and a representative from the: pipe manufacturer should hold a
preconstruction meeting for installation training.
GENERAL CONSTRIIC110N NOTES FOR EROSION AND SEDIMENT CONTROL PLANS:
1. The plan approving authority must be notified one week prior to the pre -construction
conference, one week prior to the commencement of land disturbing activity, and one week
prior to the final inspection.
2. All erosion and sediment control measures will be constructed and maintained according to
minimum standards and specifications of the Virginia Erosion and Sediment Control
Handbook and Virginia Regulations VR 625-02-00 Erosion and. Sediment Control
Regulations.
3. All erosion and sediment control measures are to be placed prior to or as the first step in
clearing.
4. A copy of the approved erosion and sediment control plan shall be maintained on the site at
all times.
5. Prior to commencing land disturbing activities in areas other than indicated on these plans
(including, but not limited to, off-site borrow or waste areas), the contractor shall submit a
supplementary erosion control plan to the owner for review and approval by the plan
approving authority.
6. The contractor is responsible for installation of any additional erosion control measures
necessary to prevent erosion and sedimentation as determined by the plan approving
authority.
7. All disturbed areas are to drain to approved sediment control measures at all times during
land disturbing activities and during site development until final stabilization is achieved.
8. During dewatering operations, water will be pumped into an approved filtering device.
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
the erosion control devices shall be made immediately.
10. All fill material to be taken from an approved„ designated borrow area.
11, All waste materials shall be taken to an approved waste area. Earth fill shall be inert
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.
13. All inert materials shall be transported in compliance with section 13-301 of the Code of
Albemarle.
14. Borrow, fill or waste activity involving industrial --type power equipment shall be limited to
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
improvements, and damage to any public street because of slides, sinking, or collapse.
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
lbs/acre, and in the months of September to February to consist a 50/50 mix of Annual
Ryegross and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May
through August to consist of German Millet. Straw mulch is to be applied at 801bs/100sf.
Alternatives are subject to approval by the County erosion control inspector.
18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch.
Agricultural grade limestone shall be applied at 90lbs/1000sf, Incorporated into the top 4-6
inches of soil. Fertilizer shall be applied at 10001bs/acre and consist of a 10-20-10 nutrient
mix. Permanent seeding shall be applied at 1801bs/acre and consist of 957. Kentucky 31 or
Tall Fescue and 0-5% Perennial Ryegross or Kentucky Bluegrass. Straw mulch is to be
applied at 80lbs/100sf. Alternatives are subject to approval by the County erosion control
inspector.
19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage
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
reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes
which are collecting sediment to half their height roust be cleaned and repaired
Immediately.
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
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
approval, (Water Protection Ordinance section 17-204G.)
22. Permanent vegetation shall be installed on all denuded areas within nine (9) months after
the date the land disturbing activity commences, (Water Protection Ordinance section 17"-•207B)
HDPE HIGH DENSITY POLYETHYLENE
INV INVERT
RETAINING WALL
UTILITY
CONCRETE WALKS:
ARV
AIR RELEASE VALVE
MH
MANHOLE
BOA
BLOW OFF ASSEMBLY
PVC
POLYVINYL CHLORIDE
CO
CLEANOUT
RIM
RIM ELEVATION
CTV
CABLE TELEVISION
SAN
SANITARY
Di
DROP INLET
SCC
STORMWATER CONVEYANCE CHANNEL
DIP
DUCTILE IRON PIPE
SD
STORM
ELEC
ELECTRIC
STR
DRAINAGE STRUCTURE
FH
FIRE HYDRANT
TSV
TAPPING SLEEVE & VALVE
FM
FORCE MAIN
UP
UTILITY POLE
F&C
FRAME AND COVER
WL
WATER LINE
F&G
FRAME AND GRATE
WM
WATER METER
GT
GREASE TRAP
WV
WATER VALVE
GV
GATE VALVE
6"V
6" VALVE
HDPE HIGH DENSITY POLYETHYLENE
INV INVERT
RETAINING WALL
63,737 sf
CONCRETE WALKS:
16,105 sf
PROPOSED BUILDINGS:
33,600 sf
®
WATER VALVE & BOX
STREAM /POND j WATER COURSE
on
U
t}
FIRE HYDRANT ASSEMBLY
DETEN11ON BASIN
®
6
0
WATER METER
SILT FENCE
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WATER WELL
CONTOUR
GAS VALVE
INDEX CONTOUR
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o
GAS METER
%tn,. !� PARKING COUNT
CROSSWALK
ii a -
A11 ACCESSIBLE CURB RAMP
HANDICAP PARKING
(, VAN -ACCESSIBLE HANDICAP PARKING
VAN
.I CONCRETE PAVEMENT / SIDEWALK
i
..... .......... M
Fc�j� RIPRAP
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N NEW ASPHALT
CONTRACTOR'S COORDINATION RESPONSIBILITIES
1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS.
2. ANY TIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO
THE NATURE OF PROPOSED WORK AND TO FOLLOW ANY GUIDLELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED iN THE RECORDED
EASEMENT.
3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC, ARE RECORDED/OBTAINED PRIOR TO THE START OF ANY
CONSTRUCTION.
4, CONTRACTOR TO VERIFIY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFUCTS EXISTS, CONTACT ENGINEER FOR
CLARIFICATION AND/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK.
5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISITING UTILITIES iN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED INCLUDING
UTILITY POLES.
6. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIIRED BY ALBEMARLE COUNTY CODE.
7. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED FROM THE
DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT
ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS.
8. CONTRACTOR SHALL COMPLY WITH ALL WEILAND PERMIT REQUIREMENTS, IF A PERMIT EXISTS.
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 GOVERNING AUTHORITIES
REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID.
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.
11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP), GENERAL
'CONSTRUCTION PERMIT (GCP) 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 REPRESENT
0
LIGHTING NOTE:
1. All outdoor lighting shall emit less than 3,000 lumens.
ACSA GENERAL WATER & SEWER CONDITIONS
WORK SHAD- BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS.
THE CONTRACTOR WALL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE
START OF THE WORK.
THE LOCATION OF EXISTING UTILITIES ACROSS THE UNE OF THE PROPOSED WORK ARE NOT NECESSARILY
SHOWN ON THE PLANS, AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL,
ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER &
SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY.
DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY,
THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (DIAL 811 OR 1-800-552-7001).
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 CENTERUNE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT
LINES, SERVICE LATERALS, AND WATER LINES, ETC.
ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
VALVES ON DEAD-END LINES SHAD- BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A
FUTURE EXTENSION OF THE LINE.
ELECTRIC MANHOLE
ELECTRIC METER
LIGHT POLE
TELEPHONE MANHOLE
TRANSFORMER PAD
UTILITY POLE
GUY POLE
MATCHLINE
IMPERVIOUS AREAS:
ROADS/PARKING AREAS:
63,737 sf
CONCRETE WALKS:
16,105 sf
PROPOSED BUILDINGS:
33,600 sf
TOTAL IMPERVIOUS AREA:
113,442 sf
PARKING TABULATION FOR TOWNHOUSES:
REQUIRED PARKING: 2 SPACES PER UNIT PLUS 1 SPACE PER 4 UNITS FOR GUEST PARKING
42 TOWNHOUSES X 2 SPACES + 42 TOWNHOUSES X (1 SPACE/4 UNITS) = 95 PARKING SPACES REQUIRED
TOTAL PROVIDED PARKING FOR TOWNHOUSES:
42 UNITS X 2 GARAGE SPACE = 84
42 UNITS X 1 PARKING SPACE = 42
PARKING SPACES PROVIDED = 126*
PARKING SPACES PROVIDED FOR THE PURPOSES OF' PARKING PROVIDED CALCULATIONS = 105*
*21 PARKING SPACES OF THE 2 BAY GARAGE SPACES ARE NOT BEING COUNTED TOWARDS MAXIMUM PARKING AS
ALLOWED ON BLOCK C4 PER 1/30/14 DISCUSSION WITH ALBEMARLE COUNTY PLANNING.
RECREATION AREA TABULATIONS
RECREATION AREA REQUIRED: 200 SF / UNIT -> 200 x 42 UNITS = 8,400 SF
RECREATION AREA PROVIDED: 14,000 SF OK
OPEN SPACE IS TO BE OWNED AND MAINTAINED BY A HOMEOWNERS ASSOCIATION
ALL PRIVATE STREETS ARE TO BE PRIVATELY OWNED AND MAINTAINED
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DOM.''•' •JECT NO:16.0119
[t\lDE: TITLE
Curve Table
Curve
Length
Radius
Delta
Tanguit
Chord
Chardl Bearing
C1
29,82'
445.00'
- 3'50'23'
14.97'
29.82'
N 08'Z6'53' W
C2
17..36'V
25.00'
394'131'
9.05,
17.02'
S 76'4'156" E
C3
130.56'
417.50`
818"40"
30.33'
60.511
N 87727'39' E
G4
29.99'
19.50'
88'07'11'
18.87'
27.12°
N 47".3323' E
C5
17,.10'
182.50'
52202'
8.55
17.09°
N 00!48'47' E
C6
65.81'M
197,50'
19'0530"
33.21'
_ 65.51'
N 10128'29' E
C7
25,04'
30.00'
47'48'50'
13.30'
24.32'
S 66'(08'00' W
C8
68.43'
1040.52'
3'46`05'
34.23_
68.41'
S 4118'11' W
C9
33.33'
20,00'
95'29'08'
22.01'
29.61'
N 08'19'25' W
CIO
266.98'
376.50'
40'37'42'
139.38'
261.42'
N 761,22-50' W
C71
:f2.76`�
20.00'
93'50'23'
21.39
29.22'
S 36 23'0'1 W
Line Table
Line
Direction
Length
Li
N 3515'11' W
17.47'
L2
N 8318'19' E
10.75'
1-0
S 69'56'46' E
I 36.89'
00
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TMP 32-41P
Post Office Land Trust
Zone: PD -MC
Use: Residential
wo
"Ill'
F.'�RS
LIC. No. 33028
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IONAL'}
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INDEX TITLE:
SHEET NO: 3 of 13
30 0 30 60 90
SCALE: 1" = 30' DATE: 05/88/17
BEEN
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INDEX TITLE:
SHEET NO: 3 of 13
30 0 30 60 90
SCALE: 1" = 30' DATE: 05/88/17
(2) BOLLARDS—
WITH KNOX
BOX ACQES�
13.86 WIDE
LANDSCAPE EASEMENT
FROM PRIVATE ACCESS
DB PC
AREA OF PRIVATE
ACCESS EASEMENT
ADDED TO GRAND
FORKS IBLVD AND
LAUREL LANE
DB PC
MIN 6* OPTIONAL DRAINAGE BLANKET OF CLEAN CRUSHED
STONE OR CONCRETE WITH NON -WOVEN GEO-TEXTILE TO
FORMATION AND NEEDLE -PUNCHED GEO-TEXTILE COVER, LAID
LEVEL FOR SUV -GRADE FILTRATION OR FOR RAINWATER
HARVESTING
Laurel Park
Subdivision
Zone: PD—MC
Use: Residential
TROWEIL MARGIN
3/8' AGGREGATE
CONCRETE
STANDARD EDGE DETAIL EXPANSION JOINT AT
MAX. 50 FT. CENTERS TO BE BITUMEN
IMPREGNATED FIBER BOARD
1* CLEAN ASTM C-33 SAND
Z - 6' MIN GRANULAR
SUB --BASE 31e MIN. DIA. AGGREGATE
GRASSCRETE DETAIL -----US STANDARD GC21 GRASSED VOIDS SYSTEM
--------
NOT TO SCALE
At -/+A Mnt C-AiwrAnV
'�Fyo
EX FHA
Hollymead Towncenter
Block C-4
Zone: PD—MC
Use: Residential
TEMPORARY TURNAROUND
EASEMENT TO BE EXTINGUISHED
UPON EXTENSION OF BERKMAR
DRIVE DB PC
--,,ROADWAY TO BE
EXTENDED BY OTHERS
PER OAD PLAN
PRIVATE R/W L-PIOLML141
TO BE EXTENDED DB PC
DEI PC
NOTE:
VISIBILITY OF ALL MECHANICAL EQUIPMENT
FROM THE ENTRANCE CORRIDOR SHALL BE
ELIMINATED
THE ACSA WILL NOT BE RESPONSIBLE FOR
THE REPLACEMENT OF THE GRASSCRETE IF
EXCAVATION WITHIN THE EASEMENT IS
REQUIRED.
SUBDIVISION LINES ARE FOR
INFORMATIONAL PURPOSES ONLY.
PRIVATE ACCESS,
MAINTENANCE &
LANDSCAPE EASEMENT
DB PG
TMP 32-41P
Post Office Land Trust
Zone: PD—MC
Use: Residential
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FACE OF
2*
NOTE:
RIVER
GARAGE'T_
m
MAKE GRADE
ROCK
TRANSITIONS AS
NEEDED BETWEEN
iiii
ROCK
DRIVEWAYS ACROSS
DUAL
—EDGE OF
THE ISLANDS
TRAFFIC
PAVEMENT
RATED
WATER
ECK POST
METER
AS NEEDED
\--RIBBON
CURB
PRIVATE R.O.W.
(1'—WIDE)
3
FACE OF
2*
NOTE:
RIVER
GARAGE'T_
m
MAKE GRADE
ROCK
TRANSITIONS AS
NEEDED BETWEEN
z
ROCK
DRIVEWAYS ACROSS
DUAL
—EDGE OF
THE ISLANDS
TRAFFIC
PAVEMENT
RATED
WATER
ECK POST
METER
AS NEEDED
\--RIBBON
CURB
PRIVATE R.O.W.
(1'—WIDE)
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z
PROVIDE RESTRAINED JOINTS AT BEND, PLACE
MIDDLE THIRD OF WATERMAIN BELOW CROSSING p4
6" DI, 45 HORIZONTAL BEND IS 8' ON EACH
SIDE OF BEND
C-)
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.
.
3
FACE OF
2*
NOTE:
RIVER
GARAGE'T_
MAKE GRADE
ROCK
TRANSITIONS AS
NEEDED BETWEEN
—RIVER
ROCK
DRIVEWAYS ACROSS
DUAL
—EDGE OF
THE ISLANDS
TRAFFIC
PAVEMENT
RATED
WATER
ECK POST
METER
AS NEEDED
\--RIBBON
CURB
PRIVATE R.O.W.
(1'—WIDE)
TYPICAL DRIVEWAY ISLAND DETAIL
N.T.S.
INV",
INDEX TITLE:
SHEET INO: 5 of 13
DATE: 05/08/17
1
DITCH SECTION (Dl)
NOTE:
THE ACSA WILL NOT BE RESPONSIBLE' FOR
THE REPLACEMENT OF THE GRASSCRETE IF
EXCAVATION WITHIN THE EASEMENT IS REQUIRED.
SUBDIVISION LINES ARE FOR INFORMATIONAL
PURPOSES ONLY
I MAIN LINE
ONNE(j,DON N 6fg.. 00
SEWER SERVICE LATERAL —C _Ffj=f 0 1
1. WHERE GA_6
A 4ZPWP qPPVIrP' LATERAL
CONNECTS TO A MANHOLE
AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS V-7 K3
INDICATED, THE TOP (CROWN) ELEVATION OF THE SERVICE
am
en,
LATERAL. PIPE SHALL BE AT LEAST 0.2 HIGHER THAN THE Op
J
TOP (CROWN) ELEVATION OF THE LOWEST PIPE CONNECTED TO R� N Space
THE MANHOLE 2,966� 3F
e, �T'
2. WERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE CC– 12
O,
3. MINIMUM GRADE FOR SEWER SERVICE CONNEC11ON 5-'
N
PER FOOT) _0p
MAIN SHAL BE CONNECTED USING A PIPE SADDLE.
SHALL BE 2% (1/4
4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER '44
e A
DIAMETER OF 4" PILLIG END OF 2,
A SFWFR I ATFRALS SHALL HAVE A MINIMUM COVER
S I I SIFRVICF I ATFRAT
PLAN
SANITARY SEWER 'St-PiRVICE LATERAL DETAIL,
NOT TO SCALE
Vjkl V
)UT
N
§
4ECTION BY OTHERS
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DOM. PROJECT NO:16.0119
INDEX TITLE:
SHEET NO: 5 of 113
DATE: 05/08/17
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INDEX TITLE:
SHEET NO: 5 of 113
DATE: 05/08/17
LANDSCAPE PLAN LEGEND:
AF — AUTUMN BLAZE MAPIZ
QP — PIN OAK
FA — ROSEHILL WHITE ASH
` CK — 'HEART THROB' KOUSA :DOGWOOD
SR — JAPANESE TREE LILAC
0
NOTE: I
ALL SITE PLANTINGS OF TREES & SHRUBS SHALL BE ALLOWED TO REACH,
AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS I
PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY & ONLY
TO SUPPORT THE OVERALL HEALTH OF THE PLANT.}
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TREE CANOPY CALCULATIONS \ �� N� � - f / \ �°, _
SITE ARE 2.80 ACRES POST DEDICATION OF R/W) �'� '\ : a, \{"° _._. __ ':
f } ( I she x B
15% TREE CANOPY REQUIRED= 18,295 SF lh\'
.� �\ "! ��s\-�. ; n �
,_ ./ C.2-. s `4 `a \ F - 7/I� •x xr.\.. ar„ r ,`.� \`1 •J i : aa\, ' 1 ,fit =60 , c
TREE CANOPY PROVIDED; u \\ \ q o \ \ €, �� j \, " ,; \ _ (
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PROPOSED CANOPY= 34,441 SF (p __..,_
��' i \`.�.z �: •.� 'Ci1, \ i4` -f ••�a ' 'v Iy`zy jf ;,�, �� t:\ y�`�:d,. ""- _
TOTAL TREE CANOPY = 34,441 SF :> 18,295 SF 0K ' �'�\ ' ' _� °'f> ;er \ h TR
___<�,- p EE GRATE
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Key
Quantity
--�—
%
----
Botanical !Name
— �—
Common Name
Size / Cal.
Canopy
Total
Canopy
CANOPY FREES
A
AF
27
19%
jAcerxfreemanii'Jeffersred'
Autumn Blaze Maple
- -
21/211'
397
10,719
QP
35
25%
quercus palustris _--
Pitt Oak
21/2":
-
370
12,950
FA
26
18%
Fraxinus americana
Rosehill white ash _-
2 1/2"
143
3,71.8
ORNAMENTAL TREES
U
LU
CK
35
25%
Cornus kousa'Heatt Throb'
Heart Throb` Kousa Dogwood
-
6-7'
-
128
4,480
SR
18
13%
Syringa reticulata ----
Japanese tree Lilac
6'-8'
143
2,574
141
Total Trees �_-
Canopy {Grand Total
34,449
C, \,n.�1 I
`1-__.....__.
`,. / "�`'° �„'^\ •;� '` �-.r` .�,. /�.� \, � r \\`{, ��. ,� ^. {""�-. Tom. �"\ t �o?�ij \ij->� '� % � � �j ! �..4)
606,0
°•,, /'° \ \\,°` 4 '\ k ` . ' .� .7 8.,?� �"' "`` �„ i Y.,, •, ' w..^_-:_. _m's.: ,r^..:: ° \:..� iL..J c .... i 'i, I qr ?' ?# }. t 1"`
C
sG = f7 EI
3 ♦\c ♦\\ �S j �' A °it F J.,.._ _ I I _IlkrC
"
®r, y • .,r"" 1 j {
F
ivy
a �^
'{3�4 y°� "\\`_ ya, "`"C \ � ''.y° � v �\L \ S. \�'i..!^ \ �`� }��fi ��(rr^Y+"-•e1.��� y ,,.
-t'" ,�"� "\,°'\,\ •' � ;, moi ` f '' , �3 °' •:� \ ! '°� , ``'�• ,\ 1, " `4�.,``` `t E�U«% .,_.,1' ;I i
2,966
9,17 .,__ _"w..... • f --j _ -' _rr Wa_ .i
7E -
n ,
tAN�1
� \\ , `.�\\/ .i-3�\�-,1\ : >t. LANDSCAPE
\N `. '. ASEMENT
m rr"s�_ _ § p ❑ i« . �..
•'\ .�£"`. ' '^\� '/, � «_ `"r}�x' � � ����.5 '� ftr^�:{` "�'�`� j�3 .�,,,-, ." •• � �' _ ��"i_ ,� ..� «""'." .. �; ^-� "}�' W I V !
y, `,%f,✓"-:. .';;'•'"z'a�'rL.:.-= _..`---»'___ , .as — `�-_" k j I �irl.._ u'_`�J Nri-.LJS'Yr't-��....,.-.____-
' L.•r `` y� `''\ •\', ` `G'\ " \,. -. Sg ''4" fr^,,} 6 ._ , :,x�:=
- ,t?�, f °'f '` \4 `"'\ '\ ``'.,a-!\'•� = °,,,v e3 `r€ +7/�' `��,
.�✓%,'\,/ ..\ �.'` \ ,\ " `•,,°'\°..y« t"<^ 9 f..�'' i
t' y` � /'�, '. ,
NOTE: STREET TREES IN SIGHT DISTANCE EA,�EMENMTS TO BE PLANTED SO THAI' THE MINIMUM HEIGHT OF THE LOWEST AUXILIARY BUD IS 6' FROM THE GROUND. ! \ \ °?r� , ti y -`–
^ f
\ ,./ \� \ 0',\: ,•, is Oci '1.,
STREET TREE REQUIRE h /'
'ate -r'' ,ice v ' - :^✓ '� 'o 3 i Sia' ,"'(^'- \`� °a'n 4' £ ,
w,\, ./ ;,/ r / "' /r"""o-` M1 Y _` \, /•, �.'\,a -•'`' r„'�'"' 1.-`'`'�!''' "� ty!,s�,r---.,,';',r'"»� i i i i '`' 4`'f `'t,�'�'` Y ` i I
GRAND FORKS BOULEVARD (467 FEET ROAD FRONTAGE) to
12 LARGE TREES PROVIDED: 7 QP, 4 FA, 1 AF AT LESS THAN 50' SPACING IN, %' ` �£
/ fj i . ✓ is ` ,. ;1C
,,, Jf °�, � % >L�, \ 'r✓ t � •,/i''''/ i /' i E14„r,, ,,.,%.`.r �-�b^".S \,,. { i _",:._ �? } g ,.
3 •,a."e / r/ �A� al 7,, �r�� ,gi f r ,'�•}" � tr If�'' x `�.;,•"""" \� l { � "� t � ,._ � k
LAUREL PARK LANE (190 FEET ROAD FRONTAGE) ' ` w' '
r ✓',r 1 itf'
50' SPACING �, / \ a,� .} ` • �" ; �' { i
4 LARGE TREES PROVIDED: 3 QP, 1 FA ATP LESS THAN
.,e ./'l �.( I \` p 3• //'""/���}yYfY"''f J 4"/ �/� .fq.+y +� i� i,1 1 'E � � 'ry
r3 ✓' i F
BERKMAR DRIVE (310 FEET ROAD FRONTAGE) ,' -� -- m
0 1 \^ •;, °,� t � off ,a' 0 `. ,✓
10 LARGE TREES PROVIDED: 4 AF , 6 QF AT LESS THAN 50' SPACING
e ;
a`
OKI
' \tel I
i i n, a l/N.
�\ ti \ SET TRUNK PLtJIiH I
`i� �/ _ ____ i''' /� L (SBE PLANS FOR ESACT d I A
/ \ \ b LAYOUT &SPACING)
f a L N� \\ THE TIES
(SEE SPECIFICATIONS) C
1-1/2 SQ OAK STAKES
/° ` (SET 180" APART)
''\' ,��`,} y,;.' "' itis All '4
i't��
x.
FRUSHED GRADE a
APPLY 3"
r�' J (HULCH AFTER PLANTING
HATER THOROUGRL7)
\ `°� l . '\, �e, / . �° .,, ,r� sem. \e • ?
A
No
/7
-
>
\
\
4" COIQ'ACTED EARTH
TATU NG BERM
E aSTING GRADE -1
REMOVE BURLAP do STRING -_11' -\"' Y�� " •Y������'��"'� ��
FROM TOP 1/3 OF ROOT BAIL \_ PLANTING PIT
LX BALL DIAMETER (WN)4 (SEE SPBC1 UIRONS FOR
EXACT REQUIONENTS,
PLANTING SOIL do PLANTING
7 TREE PLANTING DETAIL SOIL AMENDMENT")
SP6 NOT TO r.9X
�� E
�coM
v
DOM. PROJECT NO:16,0119
INDEX TITLE: �—
SHEET NO: A'
13
■` 05/08/17
A
^�
Lt1
U
LU
'J
i�
zZ
M
LL!
0
U)
LL]
t�
O
O
O
73
:
Line
Inlet ' DnStrn Drng Runoff
Iner To I Flow
Known
Invert
Invert
Line
Lane
Line
Calpae
Vel
Pipe
No.
�
ID Ln No Area ff Do
CxA 1 Inlet fiat
Gf.
Up
tin
Length
Slap
Size
Full
Ave
Travel
Byp
E
Len
Type
Slope
Width $1, Sir S!, Sx
Qepth
Spread.
(ac)
(min)
{in/hr}
(ac) C)
(min) (inlhr) (cfs)
(cfs)
Yt)
(ft)
(�:}
t3
(in)
(cfs}
s { )rain
{ftj
1;
�
0.0�'
�,0
5,09
64
0 0 20
2 .54
2.50
OA 0
100
8..40'
Curb
'I
i
4 butfall 0.47 0,6464
0..44 5:' 7.24 4,5�r
GM
599;18
504.4:0,
108.710
4.40
15
14.68
7.72
O:51.
2,50
ImmX3 1 Ci 0.75
.0:59 5.O 7;24 4.24
0.00
51,9914
599.28
40.891
1.13
15
7.44
5,16
01.21
3
3 outfall l 0.58 0;80
0.46 50 7:24. 3,36
C:1:t1G
59624
594.40
64.770
' 2.84
15
11.79
6:21
4
0,44
-:
1 Outfall 0.25 0,85,
02.1. 5.0 7.24 7.20
Ci.O€
586.:1`0
581,73
86,510
5.08
15
15,72
6.15:
0.2.4
5
2 4 043 0.45
019 5,0 7.24 1x40
0:00
588.00
5&6,20
62.981
2.86
18
11<82
2.36
4,92
6
5 4 1:01' 0.82
0.63 5.0 7:24 4.53
OM
588.33
588.20
106.472
2.00
15
9.80
4.72
0.49
Line
frust
Drag
Inlet
i
Runoff lncr
Q
�Q
Inlet
Curb
Junct
Gutter
Gutter Cross Cross
Gutter
Gutter
No.
ID
Area
Time
Inlet.
Ceeff Q
Carry
Capt
Byp
Eff
Len
Type
Slope
Width $1, Sir S!, Sx
Qepth
Spread.
(ac)
(min)
{in/hr}
(C) (cfs)
(cfs}
(cfs)
(cfs}
(f#)
t3
(ftlfi)
(ft) OUR) (ft/f#)
(ft)
{ftj
1;
�
0.0�'
�,0
5,09
64
0 0 20
2 .54
2.50
OA 0
100
8..40'
Curb
0 050
Z00 0,083 0,020
0.23
526
2
EX3
0.59
5.0
5.69
0.75 3:36
0.00
0.86
2,50
26
8.00
Curb
0.083
Z00 {3:1183 0,020
0.11
1 �37
3
.3
4.58
5:0
5.00
0.80 2;64
0.00
2:17
0.47
82
8.00
Curb
0.040
2:011 0:083 0,020
0.24
4.86
4
1
0.25
5,0
5,69
0,85 1.21
2,28.
3.49
0.00
1.40
x:40
Curb
Sag
2,00 0,080 0,020
0.29
8.32
5
2
0.43
5,0
5.00
0,45 1,10
0,00
1.10
0,00
10Q
....
Gate
Sag
2.00 0,000 0.,500
037
0,.74
6
5
1.01
5�0
5.69
0,62 3.57
0,00
2,35
1.22
66
6,00
Curb
4,020
2;00 0:083 0020
028
4.74
n
ADR
a
6) ' v
CS"�
to
CM i'vco m
co
nco
v
q-
0
�@
t
c
ac
w
E
c
c�
w
0
ADR
a
-g� S
to
SHEET NO: 1 of
r
m
w
c�
w
t3
�
Q
�
�
m
in
r�
w
z
o
z
I
c.�
U)
w
fl
ri
a
II
w�
Eta
M
Ui
CJ
(n
Pa
Z
L
�
0
ZI
C',
c�
"rl
O
i �
E
z
M
U)
ADR
-g� S
to
SHEET NO: 1 of
DATE: 05/08/17
FACE OF CURB INVERT LINE
2' 1. CONCRETE TO BE BC CITY MIX CLASS A 3500.
•y -
R
.... . .. '7 2. WHEN USED WITH STAKIZED, OPEN -GRADED DRAINAGE
x
LAYERS, THE BOTTOM OF THE CURER AND GUTTER SHALL,
T
BE CONSTRUCTED PARALLEL TO THE: SLOPE OF THE
UP
7" COURSES AND TO THE DEPTH, OF THE
S
16 R_
PAVEMENT BUT -NOT LESS THAN THE THICKNESS SHOWN.
5., ROLL-TOP CURB & GUTTER MAY BE USED ALONG
BUILDERIS OPTift AREA, MAY BE k SUBDIVISION STREETS HAVING A DESIGN SPEED NOT
CONCRm- BOTTOM OF CURB MAY l GREATER THAN 30 MPH.
VfOILLOW. SLOPE OF SUB-CASIF
PROVIDED AS MINIMUM DEPT4 OF 1
IS MARNTAINED..
12" —t --
;ROLL TOP CURB & GUTTER
NOT TO SCALE
I CG -2 5) rn
C"D
NOTES-. ,—Concrete Sidewalk
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 4" 3000 PSI C On 'r
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
3. CURB HAVING A RADIUS OF 300 FEET. OR LESS (ALONG
FACE OF CURB) ILL BE PAID FOR AS RADIAL CURB. Pr` C
4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS Y' C:
(15" DEPTH) OR INCFIEASED MUCH AS 3" (21" DEPTH)
THAT THE BOTTOMOF CURB W
INODE
IWIllm TOP OF A COURSE OF THE PAYMENT SUBSTRUCTURE. 4" VDOT 21 A
OTHERWISE PC DEPTH IS TO BE 18" AS SHOW. NO ADJUSTMENT
E c
IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN OVER COMPACTED Uj
INCREASE IN DEPTH. 0
4" 2" R 5. CG -2 IS TO BE USED ON ROADWAYS WETING THE SUBGRADE
REIQUiREktNTS FOR CG -6 AS
APPENDIX A OF THE VDOT Rortl� MANUAL.
r
4 6 4
5' SIDEWALK DETAIL
�SF`UfNOT TO SCALE
-A -
�
SURFACE
SEE
NOTE 4
%
BASE
SUBBASE �ATH Op
4" 6"�
�T" RADIUS
st
7Y2" -4 0 0 OM4-1 is shown as a red diamond
0
74i SURFACE 0 0 0 shape with nine red retro—reflectors L F. RS
MAX 0 0 mounted symmetrically in three Lic. No. 33028
%41 -
'.A BASE diagonal rows on the marker.
0 0 1/5/17
suBeASE
�12" SIONAL
ACCEPTABLE ALTERNATIVE OM4-1
F CURB IS EXTRUDED
SKCMM
MEFIFIVICE
STANDARD 6" CURB
502 VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 9/06
END OF ROADWAY MARKER
r 0
201.01
�SPIIF
__�CG-6 DETAIL ('3CG-2 DETAIL
I)ROLL TOP CURB (2
�NOT TO SCALE
SP11 NOT TO ISCALE �SPIVNCIT TO SCALE
:4 z
2 a
cn
r C- )2
NOTE, COW0,4ENTS Cr CURB. RWi,F, CONSIST OF. THE FULLO00
-1
HYDRA,LIC CEMEN'T Z4GEKAUI� (DEPTH IN INCHES� AREA IN SQQARE
WHEN RMAREILI ICC -2 0,0 1�1-3 ON LINFAR FEF7�.
GENERAL NOTES;
DME�OCTADLE WAR�,TZ, SURFAWE IARZA IN S121LIME YFAVRO'S1
1. THE OETECTABLE WARNIN�, SHALL, RE PROVIOEG By TRUNi'lATED DOMEq.
EACvJIF 114-7 ABOVE ITF-W, IIS A PAY ffEk AK', S4MW
HE MARIZEO F'04�- EACH CUT
CG-6
0 �4,_ S" q
OTTE AAL' 4ALL MEET
DETECTABLE
-510EIY� L -
S' " I
411,
T FOR, CC�12
HE RECrUREMENTS. DF THE SPECIAL- ;*MISiC%
AAR"G SURFACE AND SHALL OE %AMITTED, TO THE ST.AnVMQS NN0
BRANCH
NOTES.
LOPING 'VB RAMP MAY BE PeUREII MONSUTHICA_LY WITH RAMP
� 6 �,V!F'S Or 6
PERIOI'�!�?BLE 4IFIWED
FMOR QF RY U'ANG JOINT WITH BARS,
4, IF O?VMP FLOOR IS PRECAST, HDLES MUST BE PROVIDE Fji DOWEL E34RS SO
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2"
ST RMIP FLOOR PINE P,3717 CQNK, ETF 5HALL BE CLAS$ A-4,
TYPE A
ENTER C'NO
5, 41HOUIRRO FD�Aa fAE TO RE NO, 3X 8' PLXIE(>, I'CENTFR' TO r 4-
MP-,'LEPTH OF RAMP FUDOR. FANmUM.
PERPENDICULAR
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
ALL CONNECTIONS TO
6, 4UR8 C�;RB ", GOITER SLIY�E TRAVSIT-W-6 ADJACENT 10 M;13 RNvPS
01 � I r� A,
m �_ Q
ARE M�LOJILIEU, IN PAYMENT FD V�% QUIR_ NS*� CUTTER,
I
- 5 �1�
4000 PSI IF PRECAST,
py;.
I
e Z E y E A INTERSECTION', WHEWWER
E ENC
'-�A� FACILITY
INSTALLED
N E OF A ROHWA'�
I 1� T
E A "H HE
CU a 5 OF W ETHER
0 W CK. Is EXISTIN��, PROPOSED,
E LES
SHOWING BRANCH
3. COMBINATION cuRe & GUTTER HAVING A RADIUS
-TYPE
4 t _T
A-0 E� t T� V
SHL ENWIEER, ANO fH*Aj1'NO7
-He
8
0 a ITN �j 9 U , -
BE L5 ASE E D F VE LE ST P W EXI�TINC LIGHT POLES� FINE
PARALLEL
OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL
Ul
4" A FAD IN HA BE APPRCACHEn,
�jg� a T IL T
CE E S
E
AND DS ky 'E, I,
, E � �ANS
0, RWPS BE PLACE; ON RMAL OR TANGMTIAL SECITIIN%1� rROVIDED THAT
THE 15 INITHIN THE LMT5 DF THE CRC„�SWAU MD
hy
BE PAM) FOR AS RADIAL COMBINATION CURB &
Uj
I_U
,,CRF,-ENNCDLAR TO THE CLRB.
9. T'FPr,& CONCRETE SIDEIYALK 0 4" DICK, WHEN THE ENTR:vNCE RjADI[QANNKT
ACZ,OMMWATE THE TURN= RECUREkENTS OF..ANT4 IRATE0 HE,LVY TRI,,M
VII,
GUTTER,
T K HOW GTHAN
TRuCA TRAFFIC) FOR CONCRETE DEPT -H.
DZE "F PIIVENiENT
WHSt WIND RAIPS ARE UEED IN COWUNC-RON.Vi(rH A,SHARED LOSE PATH,
'AT )K 1K . S 4,C n TOP or cvHv
4- FOR USE WITH STABILIZED OPEN -GRADED
11, -AHIN ONLY CNE C4RS RAW 13 PROVII)ED FOR TWO CNOSStws ODINv,ONA0,
TYPE
x W 411,PNOM AREA SHALL QE PROVIDED TO IOANEDYER A, WHEL"INAIR
PARALLEL & PERPENDICULAR
DRAINAGE LAYER, THE BOTTOM OF THE CURB
T R1,44C,41ED DOME
q, ALL CASES NHERE Czw:RU R4,01, INTERSECT A R4')I&,cECTI0N 'IF
CUAD, AT ENTRANCE;S 0 STAEXT CQNNECTIMTHE CETEO;TMI.E
RAD
W�*NN" SVIR'FACE &HAVEY A FAC, AUS CIR SE FIELD
CVN !
--C
_�_\ 0
0 a _ hER T& !�ATCH
HE AM
-VONRET A, PEC T AZT
0, 0 e 0 0X,,) C, o Q 0 q e-
AND GUTTER PJ* BE CONSTRUCTED PARALLEL
TO THE SLO SUBBASE COURSES
0i:foG-
RAW, i
T_�U
o
o, 0 (1 o', tj o o 0 u,
0 C 0 0, 0 1, 0) a 0 0 n
AND TO THE DEPTH OF THE PAVEMENT.
_OETECTMLE
AT LBAaCK OF CLA&
F RP,FLDQR
1,�,RIADLE P -LL ',WIDTH UAV
5, ALLOWABLE CRITERIA FOR THE USE OF
PAW LNIPS
DETECTABLE W.WNING. TRUNCATED DOME
DETECTABLE WARNING
INSTALLED ON A RADIUS DETAIL
QETAJL
CG -6 IS BASED ON ROADWAY CLASSIFICATION
CG -12 DETECTABLE
WARNING SURFACE
NEFEREI«ICE
ROACO AND BRM
WENERAL NOTES)
AND DESIGN SPEED AS SHOWN IN APPENDIX A
dF
L All J _2' R
TNfY15" DATE
VIRMIJACEpART6ENT OF T4ANSPCRTATM_
OF THE VDOT ROAD DESIGN MANUAL,
6`
7"
THE BOTTOM OF THE CURB AND
GUTTER MAY BE CONSTRUCTED
PARALLEL TO THE SLOPE OF
2--0"
SUBBASE COURSES PROVIDED A
F_
MI"MUM DEPTH OF 7"
IS MANTAJNED.
THIS AREA MAY BE CONCRETE
AT THE OPTION OF THE CONTRACTOR
SPECIFICATION
REFEK14CE
COMBINATION
6" CURB
&
GUTTER
105
REV.9/06
502
VIRGINIA DEPARTMENT
OF TRANSPORTATION
201.03
I CG -2 5) rn
C"D
NOTES-. ,—Concrete Sidewalk
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 4" 3000 PSI C On 'r
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
3. CURB HAVING A RADIUS OF 300 FEET. OR LESS (ALONG
FACE OF CURB) ILL BE PAID FOR AS RADIAL CURB. Pr` C
4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS Y' C:
(15" DEPTH) OR INCFIEASED MUCH AS 3" (21" DEPTH)
THAT THE BOTTOMOF CURB W
INODE
IWIllm TOP OF A COURSE OF THE PAYMENT SUBSTRUCTURE. 4" VDOT 21 A
OTHERWISE PC DEPTH IS TO BE 18" AS SHOW. NO ADJUSTMENT
E c
IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN OVER COMPACTED Uj
INCREASE IN DEPTH. 0
4" 2" R 5. CG -2 IS TO BE USED ON ROADWAYS WETING THE SUBGRADE
REIQUiREktNTS FOR CG -6 AS
APPENDIX A OF THE VDOT Rortl� MANUAL.
r
4 6 4
5' SIDEWALK DETAIL
�SF`UfNOT TO SCALE
-A -
�
SURFACE
SEE
NOTE 4
%
BASE
SUBBASE �ATH Op
4" 6"�
�T" RADIUS
st
7Y2" -4 0 0 OM4-1 is shown as a red diamond
0
74i SURFACE 0 0 0 shape with nine red retro—reflectors L F. RS
MAX 0 0 mounted symmetrically in three Lic. No. 33028
%41 -
'.A BASE diagonal rows on the marker.
0 0 1/5/17
suBeASE
�12" SIONAL
ACCEPTABLE ALTERNATIVE OM4-1
F CURB IS EXTRUDED
SKCMM
MEFIFIVICE
STANDARD 6" CURB
502 VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 9/06
END OF ROADWAY MARKER
r 0
201.01
�SPIIF
__�CG-6 DETAIL ('3CG-2 DETAIL
I)ROLL TOP CURB (2
�NOT TO SCALE
SP11 NOT TO ISCALE �SPIVNCIT TO SCALE
:4 z
2 a
cn
W LtI
n
ASPHALT V_0" U)
NOTES LU
7 r- E_
PAVEMENT
t DEPTH OF INLET: (HI TO: BE SHOWN ONPILAM:
2, THE IIWI� DIMENSION SHOWN ON THE STANDARDS
AND SPECIFIED ON IM PLANS WILL BE:
Msumo rim TIHE INVERT, OF THE QVTFALL CO C)
PIPE TO THE TOP,OF Tff STRUCTURE 7
vz4z,O t7
PLAN `H" OWENSIMS ARE APPRIGXDAAT� ONLY
.'FOR ESTIMATING PVBPQSFS AND THE WTVAL,
DIMENSIONS SHALL BE GEIERMINED 8r.THE
CONTRACTOR FROM FIELD C00TIONS.00
IN MAX#" DEPTH APHIJO BE 12`0,
PLAN
WHEN SPECIFIED ON THE PLANS THE WERT IS •2
(COVER REMOVED) -3.'PLAN ... 3HAPEO IN AICCORDARCE:WLTH STANDARD
A, (12" - 36" PIPE) (COVER REMWED) If _-q
"A AL
8.3'-0 OV', -.'36 " PIPE} m v
Aro 10" 142" PIRE) INCLUDED IN: THE W:PRICEITFOR THE 51RUCIML, L]Ij
B -N ell (421� PWE) �-CCNQRETE COVER
(FOR DETAILS SEE 4. IN THE EVENT THE INVERT OF THE, OUTFALL FLUSH CONCRETE <
CONCRETE COVER SWETZ Of 5) PIPE IS HIGHER THAN THE SPTTOM OF THE
K% R , , �, STRUCTU
WO OCT&$ UE RE W WNERT OF THE STRUCTURE•
2 , 31 . AGGREGATE. SHALL: BE SHAPED WITH CEMENT MORTAR TO RIBBON CURB C/)
x ..SHEETSEE NOTE7., PREVENT STANDING, OR PONOM OF WATER
IN THE STRUCTURC;. THE COST or F(RNM46
-WEEP HOLE.
I WEEP HOLE. AND PLACING ALL WTERIALS INCIDENTAL TO C)
SEE, NOTE 6,. SEE : THE SHAPING IS TO) BE INCLUDED IN THE BID:
NOTE I E FOR THE SPRUCTM..
LIFT'HOLES PRIG
0
STEPS, SEE NOTE 5. 5.�, STEPS ARE To BE PROVIDED WHEN H IS 4�10"
SEIS:STANDMD ST�I
OR ORTATER-FOR ]DETAILS 8
C13
E FOOTING' MAY BE
-TWO'11FTING
.OG
REINFORCED CONCRIET
PRECASTOR CAST
I,
0, F
ARMAITORS DEWN TO BE
PROVIDEDAN PRECAST FOOTING
0
7., 41� DEPTH AGGREGATE veiH#A_W#3X6" WIDTH,
Q U
5 :SEE NOTE s� 3" DIAMETER WEEP.] WITH12"XI2" PLASTIC
SECTION A -A SECTI . ON B-8STEEL .03a
ED
_TBBON CURB DETAIL
NUMBER 47iW
SH jWOR GALVANIZED �Rl
CAST IN PLACE THE:OUTSOE OF THE STRUCTURE:
FOR USE I E W I ITH 12 1 1 TO 11 42 . PIPES PRECAST FRIALY10
91 THE TYPE OF. INLET 1PRECASI OR CAST IN. PLAICE),
SP 11
WAX
T1tLEGOFH
J 'Tj%0j&vTO BECCONSTRUCTCD. WILL 15E
THE 0,47RACT
RECOMMENDED MINIMUM
:HEIGHT CHART 11 DI -7 GUTTER, 10- FOR DETAILS OF CONCRETE :COVER. COLLAR AND
01-7ki ---- �SINGIE: GUTTER WHEN DRO INET, CRATE �AO THE METHOD OF PLACING APPROACH
. I I � P I C- GUTTER. SEE SHEET 2 Of, 3..
PIPEH oLMENSIOW IS � ON. A: GRADE.
SIZE .... DOUBLE GUTTER WHEN DROP INLET IL CAST-tN PLACE CONCRETE IS TO BE CLASS. A!3
I — :.� :. IS�)N�A:SAOXTK$, BETWEEN BRAD (SOOD PSI). PRECAST CONCRETE ISIO BE
4000 PSC. Ui
z-sl/v 2,.& 161. FOR DETAILS OF PRECAST .Di -7 NOT SHOWN HEREON RE FOR INDICATED
SEE PRECAST UNIT ASSEMBLY DIAGRAM PAGE 103.01: :12. CONCRETE QUANTITIES SHOWN A vj .I- L,ad
DEPTH (IT) WITHOUT PIPES, THE AMOUNT I
FOOPLI-PRECASTPAGE i63,02 AM P3RR;
OMPLAM 13Y PIPES MUST BE DEDUCTED TO:
AGENERAL NOTES,
EPRECAST BASE, RISER -AND TOP: DETALS; OBTAIN TRUE QUANTITIES. FOR INLETS OF
sirsy,- PAGES 143.07 TWA0;5,IZ: NOTE:
DIFFERENT
Tit)5PTHS ADD OR SUBTRACT THE
APPROPIA CUBIO YMDS OF CONCRETE EACH
.24' T -,T" T-6`: m 6un:ws TO a PARA LEL TO vvrcH now.: CONTRACTOR TO INSTALL RIBBON CURB
FOOT Of DERTH�
1- 2" 1 DIAMETER MR ¢ tO.68 L I BSdt. I ajLzt, kut UU I I LIX BW
GRATE A IS TO Br USED
ORNO-K BILLET STEEL BAR IQ 7.05 WHEN INLET is LQGATEG IN,, MET8QD ':OF: PLACEMENT
_LBS,/FT_(ASTM15
P SION KEfED , GRADE60 MEDIAN OR OTHER AREAS NOT
'GRATE A JRAF�FID
Fog DETAILS OF MET my CONST. NORMALLY SUBJECT
N40TES
GUTTER
rrRAME s, COWIR r OF SIDEWALk JOINT
SEE ST",ARD 2, GRATE B IS TO BE USED WHEN I Di -7 NO OCUTTERS.
tK, :01-7A NO G9UTTER IN ONE DIRECTION:
BARS
_44 OR:OTHER ARE?As, SUBJECT To DI -78 GUTTIRFRAN BOTH DIRECTIONS.
/ TRAFFIC
�,_BnfS 0 d, p J I I ING 2, JDMfS BETWEEEN CUTTERS AND CONCRETE COVER
NOTE 'OLEANOUTS, IN PAVED'OR It i�a Y 5.1 FOR DETAILS OF LOAD Q- ARE TO BE MOWELED WITH: *4 X W SMOOTH:
t",0ARS F j K X 4� CRATE (GRATE 8). SEE T-DI7� 11
SHEET 103.05. �0113 9 ALPIrk 12" C;? TO PREVENT SETTLE
11RETE SHALL 9 L2 EST
7 TRAFFIC; PA717,04 TT-Ffl I I I NOTCH,MAY
E. TO BE. PROVIDED.
BRASS COUNTERSUNK SCREW PLUG ISO '::DETAII, A _`,
CONCRETE COVER AND GRATE SEE VANDARM T-01-314 ALTERNATE DESIGN.
it 1 4 SIR
BE FURNISHED AS A
7 GRATE TYPE LE UNIT. OUTSIDE
#5X5'-O'� BARS 01MENS21,13 OF R.
I OR ILL ATE: TO 3.. VARIABLE WR FLATTE .
'ARE 02 REOT.) A):
SOU LAMPHOLE 'COVER If
ME0941CAL PLUG METAL TRAFFIC BEARING CAP WITH PLANNIEW '-4" X 19z" (CRATE 13). DiFFEPENC INq. CI,C`YAI
4. DITCH GRADE MUST 13E ADJUSTED TO MEET
jj),N,SEE, LONGITUDINAL
NEENAH EQIUI� L BRASS COUNTERSIUNK SCREW PLUG SEE DETAIL S, ALTERNATE. METHODS OF SECTION
B 4
DRIVEWAY rGENDE I NOTE ANCHORNG,ANCLE IRON WILL BE
CUTTER FACE Or f"VRO-/ 4 ACCEPTABLE F APPROVED: BY 7HE IF: DEPTH D), 113ECOMES LESS THEN, 4.", LENGTH
MACK CONTROL "T OF WINDS ARE: TO BE : EXTENDED. AS DIRECTED
BY TfiFENMINEP.
ENGINEER
PLAN �'CTION.A-A SECTION Al-'� $ECT1 6;, GRATE AND COLLAR ARE TO BE
N GALYANIZED- CURTAN A�AW TO IRE LOCATED AT THE END Of:
,
GRATE THE PAVED. ORTCH SECTIONS -OF THE DL -7A I,
"A KEYED CON$1, JOLNT 7_ CON( TE COVER MAY BC DI�79 THAT F AB- BY'OTHER
PRECAST OR,,
3DOO P�3 CONCRETE w, loo I�PPROXIMATE QUANTITIES DIMENSION CAST 14PLACS, DRAINAGE.:
GUTTER CONCRETE HEIWORCING GRATE MAXIMUM B G CRETC10, BE CLAE; I S, A3 IF CAST 71 IF NORMAL DrITCH MADE IS -.TOO . 1 F I LAT I TO I ALLOW I
(PRIVATE: PAVED PRIVIEWAY [—a GLASS A3 I STEEL I., I � I � 11,111. FOR ADJUSTEED GRADE! TO INLET, A� SPECIAL
6, A 3.,. PREPA�M, GUTTER DETA9L.WP_L:BE:WQU1PIED ON:P17A NS.
__q__423 G. Y. 01 1 GRATE BARS: BE � PARAL14L 'To
-----------
-4
Ilk
BARS F
*3" MAMCTFR
R
'aiN ECT ING 'PIECE I vC I INLEA
C FRONT ELEVATION kp$ -L
BARS IFJ,-� j -_c-
�kj L 11
LOUTTER REMOVED) vyz aa',
EF: NO F t 7C 3
�.>
1X%," BE SECTION A -ATE SEE NOTE 3,
NT PLAYE—
GTH VARI ES +11 SEE NO
SECTION B -B
45' PEN
BOTH :SLOPES FLAT' ONE. .SmESLOPE
ONE NTIERMEDILATF SLOPE.
-3 CG -7 STA"NDAAROS+
2 �UTCH INLET INLET
TYPE A NOSE DETAIL SK&L 8E USED WITH CCjt . : I I MK UP. SERI
o1riCH TO BE PROVIDED
71 CUTTER GRADE
VYE C CLEANGUr TEE TYPE 8 NOSE DETAIlL %IALL, BE USED WI rH CC r-Ve SIANDMDS, TYPE N,
TYPE 8 X V� SIM SNEAR CONNECTOR WELDED v p. ADJUSTED TO MEET AS DIRECTED. BY THE
I AT 2'C -IC!,
GALVANZED PLATEjCOR 1YPE.A TO BE SENT ON AN ANGLE OF 63'30' TO MILE RON INLET ELEVATION ENGINEER:!iii-7A ONLY);
CO)WfCTORS #40 IS TO, BE ANOHOfOCD WITH X 4,�' STM SHEAR.
MOOT 57 WELDED TO BENT PLATE AT VC -C NOSE OETALS S E SEE NOTE 3 "�e NORM& MEDIV
U SHED !M SEWER. LINE TYPICAL ELEVATION NOT TON: GRACE
-A
CR- NE APPR PAVEWEkT SEE NOTE 4 J SEE NOTE: 3 TER::
L �;PED PAVEMENT ONE STEEP st-OP&ONE FLAT SLOPE .20TH SLOP STEEP VOR PLATTE DI -3A 01-30
APPROXIMATE QUANTITIES
PROXIMATE QUANTITY FOR.ONE CURTAIN WALL, -7 T- LONCITUDINA SECTION:—
_ , (WHEN INLET IS LOCATED
2�1 :CLASS
A
...._ MEASURED FROM 1307T2_'L�' G�U!L_
. I . I : I"
_ A13OVE HQRMIAL�DITCH GRADSO: ...
CONCRETE CLASS A3, 241 Cu� YM
'Ut ?_148 SEE INOTE'a.:
ICU. YDS N( Er
ev L 1,
SHEET 2 OF: 3
DROP,
DETAIL WHEN USED
STANDARD MEDIAN INLET
FOR USG ON DRAM -ENT 10 CURB
12" TO 42", PIPE :241
FSR USE
STO"l WITHOUT GUTTER S ... v". 04.23 VIRrm &EPiRiwEm T OF 'T W�SPORTATIQN
SPMMA TJOR
ROAD iW, BRIDGE STWARDS STANDARD CURB DROP INLET
2 1 KVNQN OxfE 12" 30" PIPE-, MAXIMUM DEPTH (H) - 8'
VAGI IA &EPAATWNT OF 1RAN$PORIATION 302
r C- )2
NOTE, COW0,4ENTS Cr CURB. RWi,F, CONSIST OF. THE FULLO00
HYDRA,LIC CEMEN'T Z4GEKAUI� (DEPTH IN INCHES� AREA IN SQQARE
WHEN RMAREILI ICC -2 0,0 1�1-3 ON LINFAR FEF7�.
GENERAL NOTES;
DME�OCTADLE WAR�,TZ, SURFAWE IARZA IN S121LIME YFAVRO'S1
1. THE OETECTABLE WARNIN�, SHALL, RE PROVIOEG By TRUNi'lATED DOMEq.
EACvJIF 114-7 ABOVE ITF-W, IIS A PAY ffEk AK', S4MW
HE MARIZEO F'04�- EACH CUT
2. DETE�T,412�f 1'1.r� B 113M 1� 101,T11,1 ALI 1111�,ED NIST FOR
0 �4,_ S" q
OTTE AAL' 4ALL MEET
DETECTABLE
-510EIY� L -
S' " I
411,
T FOR, CC�12
HE RECrUREMENTS. DF THE SPECIAL- ;*MISiC%
AAR"G SURFACE AND SHALL OE %AMITTED, TO THE ST.AnVMQS NN0
BRANCH
5FIFI3N, OVIGN FOR AM "ROVAL,
LOPING 'VB RAMP MAY BE PeUREII MONSUTHICA_LY WITH RAMP
� 6 �,V!F'S Or 6
PERIOI'�!�?BLE 4IFIWED
FMOR QF RY U'ANG JOINT WITH BARS,
4, IF O?VMP FLOOR IS PRECAST, HDLES MUST BE PROVIDE Fji DOWEL E34RS SO
THAT AD-40ININC, FLARED SIDES tM RE CAST h PLACE AFTER PLACEMENT OF
2"
ST RMIP FLOOR PINE P,3717 CQNK, ETF 5HALL BE CLAS$ A-4,
TYPE A
ENTER C'NO
5, 41HOUIRRO FD�Aa fAE TO RE NO, 3X 8' PLXIE(>, I'CENTFR' TO r 4-
MP-,'LEPTH OF RAMP FUDOR. FANmUM.
PERPENDICULAR
S OF TH&,.IDNP FLOCA ,
96TH SrE
CONI,RETE COVER Ml',
ALL CONNECTIONS TO
6, 4UR8 C�;RB ", GOITER SLIY�E TRAVSIT-W-6 ADJACENT 10 M;13 RNvPS
01 � I r� A,
m �_ Q
ARE M�LOJILIEU, IN PAYMENT FD V�% QUIR_ NS*� CUTTER,
I
- 5 �1�
S E E ATT A 4 ONT TUE:PLAN, DR, AS GIREtTED
Ri RAMP A - T L� EO S 5
py;.
I
e Z E y E A INTERSECTION', WHEWWER
E ENC
'-�A� FACILITY
INSTALLED
N E OF A ROHWA'�
I 1� T
E A "H HE
CU a 5 OF W ETHER
0 W CK. Is EXISTIN��, PROPOSED,
E LES
SHOWING BRANCH
0 STENT L_
DDT E
_'! M U ATED VITHLN
-TYPE
4 t _T
A-0 E� t T� V
SHL ENWIEER, ANO fH*Aj1'NO7
-He
8
0 a ITN �j 9 U , -
BE L5 ASE E D F VE LE ST P W EXI�TINC LIGHT POLES� FINE
PARALLEL
ETC A C SSID ROO ES PROVIDE A WNTIM,'QUIS
H DROP M TI E
'y Dh
R�J�TED 5 k4 L PATH CONNECTI,1,1� �LL
VIR RESIST
C AN EN
MC TIERED
bF
Ul
4" A FAD IN HA BE APPRCACHEn,
�jg� a T IL T
CE E S
E
AND DS ky 'E, I,
, E � �ANS
0, RWPS BE PLACE; ON RMAL OR TANGMTIAL SECITIIN%1� rROVIDED THAT
THE 15 INITHIN THE LMT5 DF THE CRC„�SWAU MD
hy
Cj,% CrENING. PLPCE0
THAT THE S4CFE AT THE CDNNCCTIQN OF THE 'URO .OPENNY. IS.
Uj
I_U
,,CRF,-ENNCDLAR TO THE CLRB.
9. T'FPr,& CONCRETE SIDEIYALK 0 4" DICK, WHEN THE ENTR:vNCE RjADI[QANNKT
ACZ,OMMWATE THE TURN= RECUREkENTS OF..ANT4 IRATE0 HE,LVY TRI,,M
VII,
TRAFFIC. REFER 10 STAND,", CP -13, COMMEY.fCIAL ENTRANCE 1HEAVY
T K HOW GTHAN
TRuCA TRAFFIC) FOR CONCRETE DEPT -H.
DZE "F PIIVENiENT
WHSt WIND RAIPS ARE UEED IN COWUNC-RON.Vi(rH A,SHARED LOSE PATH,
'AT )K 1K . S 4,C n TOP or cvHv
THE ANImuM WVTH WALL 9E THE w07H ef THE SHARED tvSE PATH,
11, -AHIN ONLY CNE C4RS RAW 13 PROVII)ED FOR TWO CNOSStws ODINv,ONA0,
TYPE
x W 411,PNOM AREA SHALL QE PROVIDED TO IOANEDYER A, WHEL"INAIR
PARALLEL & PERPENDICULAR
LNTO THE CRO$$:nALK WMHO�,,T oLNG INTO THE TAAVEL4f. THa 4•H. 4'
AREA INCLUDE THE G� R PAN.
LPe-Iq,IND, TE ,
T R1,44C,41ED DOME
q, ALL CASES NHERE Czw:RU R4,01, INTERSECT A R4')I&,cECTI0N 'IF
CUAD, AT ENTRANCE;S 0 STAEXT CQNNECTIMTHE CETEO;TMI.E
RAD
W�*NN" SVIR'FACE &HAVEY A FAC, AUS CIR SE FIELD
CVN !
--C
_�_\ 0
0 a _ hER T& !�ATCH
HE AM
-VONRET A, PEC T AZT
0, 0 e 0 0X,,) C, o Q 0 q e-
THE 9,WA( OF
0i:foG-
RAW, i
T_�U
o
o, 0 (1 o', tj o o 0 u,
0 C 0 0, 0 1, 0) a 0 0 n
_OETECTMLE
AT LBAaCK OF CLA&
F RP,FLDQR
1,�,RIADLE P -LL ',WIDTH UAV
;SEE NOTE 12.
PAW LNIPS
DETECTABLE W.WNING. TRUNCATED DOME
DETECTABLE WARNING
INSTALLED ON A RADIUS DETAIL
QETAJL
\VD07
CG -12 DETECTABLE
WARNING SURFACE
NEFEREI«ICE
ROACO AND BRM
WENERAL NOTES)
10.5
dF
mii& I
TNfY15" DATE
VIRMIJACEpART6ENT OF T4ANSPCRTATM_
W LtI
n
ASPHALT V_0" U)
NOTES LU
7 r- E_
PAVEMENT
t DEPTH OF INLET: (HI TO: BE SHOWN ONPILAM:
2, THE IIWI� DIMENSION SHOWN ON THE STANDARDS
AND SPECIFIED ON IM PLANS WILL BE:
Msumo rim TIHE INVERT, OF THE QVTFALL CO C)
PIPE TO THE TOP,OF Tff STRUCTURE 7
vz4z,O t7
PLAN `H" OWENSIMS ARE APPRIGXDAAT� ONLY
.'FOR ESTIMATING PVBPQSFS AND THE WTVAL,
DIMENSIONS SHALL BE GEIERMINED 8r.THE
CONTRACTOR FROM FIELD C00TIONS.00
IN MAX#" DEPTH APHIJO BE 12`0,
PLAN
WHEN SPECIFIED ON THE PLANS THE WERT IS •2
(COVER REMOVED) -3.'PLAN ... 3HAPEO IN AICCORDARCE:WLTH STANDARD
A, (12" - 36" PIPE) (COVER REMWED) If _-q
"A AL
8.3'-0 OV', -.'36 " PIPE} m v
Aro 10" 142" PIRE) INCLUDED IN: THE W:PRICEITFOR THE 51RUCIML, L]Ij
B -N ell (421� PWE) �-CCNQRETE COVER
(FOR DETAILS SEE 4. IN THE EVENT THE INVERT OF THE, OUTFALL FLUSH CONCRETE <
CONCRETE COVER SWETZ Of 5) PIPE IS HIGHER THAN THE SPTTOM OF THE
K% R , , �, STRUCTU
WO OCT&$ UE RE W WNERT OF THE STRUCTURE•
2 , 31 . AGGREGATE. SHALL: BE SHAPED WITH CEMENT MORTAR TO RIBBON CURB C/)
x ..SHEETSEE NOTE7., PREVENT STANDING, OR PONOM OF WATER
IN THE STRUCTURC;. THE COST or F(RNM46
-WEEP HOLE.
I WEEP HOLE. AND PLACING ALL WTERIALS INCIDENTAL TO C)
SEE, NOTE 6,. SEE : THE SHAPING IS TO) BE INCLUDED IN THE BID:
NOTE I E FOR THE SPRUCTM..
LIFT'HOLES PRIG
0
STEPS, SEE NOTE 5. 5.�, STEPS ARE To BE PROVIDED WHEN H IS 4�10"
SEIS:STANDMD ST�I
OR ORTATER-FOR ]DETAILS 8
C13
E FOOTING' MAY BE
-TWO'11FTING
.OG
REINFORCED CONCRIET
PRECASTOR CAST
I,
0, F
ARMAITORS DEWN TO BE
PROVIDEDAN PRECAST FOOTING
0
7., 41� DEPTH AGGREGATE veiH#A_W#3X6" WIDTH,
Q U
5 :SEE NOTE s� 3" DIAMETER WEEP.] WITH12"XI2" PLASTIC
SECTION A -A SECTI . ON B-8STEEL .03a
ED
_TBBON CURB DETAIL
NUMBER 47iW
SH jWOR GALVANIZED �Rl
CAST IN PLACE THE:OUTSOE OF THE STRUCTURE:
FOR USE I E W I ITH 12 1 1 TO 11 42 . PIPES PRECAST FRIALY10
91 THE TYPE OF. INLET 1PRECASI OR CAST IN. PLAICE),
SP 11
WAX
T1tLEGOFH
J 'Tj%0j&vTO BECCONSTRUCTCD. WILL 15E
THE 0,47RACT
RECOMMENDED MINIMUM
:HEIGHT CHART 11 DI -7 GUTTER, 10- FOR DETAILS OF CONCRETE :COVER. COLLAR AND
01-7ki ---- �SINGIE: GUTTER WHEN DRO INET, CRATE �AO THE METHOD OF PLACING APPROACH
. I I � P I C- GUTTER. SEE SHEET 2 Of, 3..
PIPEH oLMENSIOW IS � ON. A: GRADE.
SIZE .... DOUBLE GUTTER WHEN DROP INLET IL CAST-tN PLACE CONCRETE IS TO BE CLASS. A!3
I — :.� :. IS�)N�A:SAOXTK$, BETWEEN BRAD (SOOD PSI). PRECAST CONCRETE ISIO BE
4000 PSC. Ui
z-sl/v 2,.& 161. FOR DETAILS OF PRECAST .Di -7 NOT SHOWN HEREON RE FOR INDICATED
SEE PRECAST UNIT ASSEMBLY DIAGRAM PAGE 103.01: :12. CONCRETE QUANTITIES SHOWN A vj .I- L,ad
DEPTH (IT) WITHOUT PIPES, THE AMOUNT I
FOOPLI-PRECASTPAGE i63,02 AM P3RR;
OMPLAM 13Y PIPES MUST BE DEDUCTED TO:
AGENERAL NOTES,
EPRECAST BASE, RISER -AND TOP: DETALS; OBTAIN TRUE QUANTITIES. FOR INLETS OF
sirsy,- PAGES 143.07 TWA0;5,IZ: NOTE:
DIFFERENT
Tit)5PTHS ADD OR SUBTRACT THE
APPROPIA CUBIO YMDS OF CONCRETE EACH
.24' T -,T" T-6`: m 6un:ws TO a PARA LEL TO vvrcH now.: CONTRACTOR TO INSTALL RIBBON CURB
FOOT Of DERTH�
1- 2" 1 DIAMETER MR ¢ tO.68 L I BSdt. I ajLzt, kut UU I I LIX BW
GRATE A IS TO Br USED
ORNO-K BILLET STEEL BAR IQ 7.05 WHEN INLET is LQGATEG IN,, MET8QD ':OF: PLACEMENT
_LBS,/FT_(ASTM15
P SION KEfED , GRADE60 MEDIAN OR OTHER AREAS NOT
'GRATE A JRAF�FID
Fog DETAILS OF MET my CONST. NORMALLY SUBJECT
N40TES
GUTTER
rrRAME s, COWIR r OF SIDEWALk JOINT
SEE ST",ARD 2, GRATE B IS TO BE USED WHEN I Di -7 NO OCUTTERS.
tK, :01-7A NO G9UTTER IN ONE DIRECTION:
BARS
_44 OR:OTHER ARE?As, SUBJECT To DI -78 GUTTIRFRAN BOTH DIRECTIONS.
/ TRAFFIC
�,_BnfS 0 d, p J I I ING 2, JDMfS BETWEEEN CUTTERS AND CONCRETE COVER
NOTE 'OLEANOUTS, IN PAVED'OR It i�a Y 5.1 FOR DETAILS OF LOAD Q- ARE TO BE MOWELED WITH: *4 X W SMOOTH:
t",0ARS F j K X 4� CRATE (GRATE 8). SEE T-DI7� 11
SHEET 103.05. �0113 9 ALPIrk 12" C;? TO PREVENT SETTLE
11RETE SHALL 9 L2 EST
7 TRAFFIC; PA717,04 TT-Ffl I I I NOTCH,MAY
E. TO BE. PROVIDED.
BRASS COUNTERSUNK SCREW PLUG ISO '::DETAII, A _`,
CONCRETE COVER AND GRATE SEE VANDARM T-01-314 ALTERNATE DESIGN.
it 1 4 SIR
BE FURNISHED AS A
7 GRATE TYPE LE UNIT. OUTSIDE
#5X5'-O'� BARS 01MENS21,13 OF R.
I OR ILL ATE: TO 3.. VARIABLE WR FLATTE .
'ARE 02 REOT.) A):
SOU LAMPHOLE 'COVER If
ME0941CAL PLUG METAL TRAFFIC BEARING CAP WITH PLANNIEW '-4" X 19z" (CRATE 13). DiFFEPENC INq. CI,C`YAI
4. DITCH GRADE MUST 13E ADJUSTED TO MEET
jj),N,SEE, LONGITUDINAL
NEENAH EQIUI� L BRASS COUNTERSIUNK SCREW PLUG SEE DETAIL S, ALTERNATE. METHODS OF SECTION
B 4
DRIVEWAY rGENDE I NOTE ANCHORNG,ANCLE IRON WILL BE
CUTTER FACE Or f"VRO-/ 4 ACCEPTABLE F APPROVED: BY 7HE IF: DEPTH D), 113ECOMES LESS THEN, 4.", LENGTH
MACK CONTROL "T OF WINDS ARE: TO BE : EXTENDED. AS DIRECTED
BY TfiFENMINEP.
ENGINEER
PLAN �'CTION.A-A SECTION Al-'� $ECT1 6;, GRATE AND COLLAR ARE TO BE
N GALYANIZED- CURTAN A�AW TO IRE LOCATED AT THE END Of:
,
GRATE THE PAVED. ORTCH SECTIONS -OF THE DL -7A I,
"A KEYED CON$1, JOLNT 7_ CON( TE COVER MAY BC DI�79 THAT F AB- BY'OTHER
PRECAST OR,,
3DOO P�3 CONCRETE w, loo I�PPROXIMATE QUANTITIES DIMENSION CAST 14PLACS, DRAINAGE.:
GUTTER CONCRETE HEIWORCING GRATE MAXIMUM B G CRETC10, BE CLAE; I S, A3 IF CAST 71 IF NORMAL DrITCH MADE IS -.TOO . 1 F I LAT I TO I ALLOW I
(PRIVATE: PAVED PRIVIEWAY [—a GLASS A3 I STEEL I., I � I � 11,111. FOR ADJUSTEED GRADE! TO INLET, A� SPECIAL
6, A 3.,. PREPA�M, GUTTER DETA9L.WP_L:BE:WQU1PIED ON:P17A NS.
__q__423 G. Y. 01 1 GRATE BARS: BE � PARAL14L 'To
-----------
-4
Ilk
BARS F
*3" MAMCTFR
R
'aiN ECT ING 'PIECE I vC I INLEA
C FRONT ELEVATION kp$ -L
BARS IFJ,-� j -_c-
�kj L 11
LOUTTER REMOVED) vyz aa',
EF: NO F t 7C 3
�.>
1X%," BE SECTION A -ATE SEE NOTE 3,
NT PLAYE—
GTH VARI ES +11 SEE NO
SECTION B -B
45' PEN
BOTH :SLOPES FLAT' ONE. .SmESLOPE
ONE NTIERMEDILATF SLOPE.
-3 CG -7 STA"NDAAROS+
2 �UTCH INLET INLET
TYPE A NOSE DETAIL SK&L 8E USED WITH CCjt . : I I MK UP. SERI
o1riCH TO BE PROVIDED
71 CUTTER GRADE
VYE C CLEANGUr TEE TYPE 8 NOSE DETAIlL %IALL, BE USED WI rH CC r-Ve SIANDMDS, TYPE N,
TYPE 8 X V� SIM SNEAR CONNECTOR WELDED v p. ADJUSTED TO MEET AS DIRECTED. BY THE
I AT 2'C -IC!,
GALVANZED PLATEjCOR 1YPE.A TO BE SENT ON AN ANGLE OF 63'30' TO MILE RON INLET ELEVATION ENGINEER:!iii-7A ONLY);
CO)WfCTORS #40 IS TO, BE ANOHOfOCD WITH X 4,�' STM SHEAR.
MOOT 57 WELDED TO BENT PLATE AT VC -C NOSE OETALS S E SEE NOTE 3 "�e NORM& MEDIV
U SHED !M SEWER. LINE TYPICAL ELEVATION NOT TON: GRACE
-A
CR- NE APPR PAVEWEkT SEE NOTE 4 J SEE NOTE: 3 TER::
L �;PED PAVEMENT ONE STEEP st-OP&ONE FLAT SLOPE .20TH SLOP STEEP VOR PLATTE DI -3A 01-30
APPROXIMATE QUANTITIES
PROXIMATE QUANTITY FOR.ONE CURTAIN WALL, -7 T- LONCITUDINA SECTION:—
_ , (WHEN INLET IS LOCATED
2�1 :CLASS
A
...._ MEASURED FROM 1307T2_'L�' G�U!L_
. I . I : I"
_ A13OVE HQRMIAL�DITCH GRADSO: ...
CONCRETE CLASS A3, 241 Cu� YM
'Ut ?_148 SEE INOTE'a.:
ICU. YDS N( Er
ev L 1,
SHEET 2 OF: 3
DROP,
DETAIL WHEN USED
STANDARD MEDIAN INLET
FOR USG ON DRAM -ENT 10 CURB
12" TO 42", PIPE :241
FSR USE
STO"l WITHOUT GUTTER S ... v". 04.23 VIRrm &EPiRiwEm T OF 'T W�SPORTATIQN
SPMMA TJOR
ROAD iW, BRIDGE STWARDS STANDARD CURB DROP INLET
2 1 KVNQN OxfE 12" 30" PIPE-, MAXIMUM DEPTH (H) - 8'
VAGI IA &EPAATWNT OF 1RAN$PORIATION 302
111_1�6 '__ MANHOLE, BRANCH TIE-IN DETAIL S11EET NO: 11 of 13
rtb_DI-3 DETAIL t2DI-7 DETAIL (M
9 DRIVEWAY CLEANOUT DETAIL jVNOT TO SCALE
S P t �s P 1 �Sp
SP11)NOT 70 SCALE DATE: 05/08/17
Z
3000 'PSI CONC. BASE
BENCH SLOPED TO. FLOW
CHANNEL 1/4" 1' WN
BRANCH
2"
FLEXIBLE CONNECTION
NOTE:
WITH STAINLESS STEEL
ALL CONNECTIONS TO
BAND
EXISTING MANHOLES SHALL
BE CORED AND A FLEXIBLE
CONNECTION " BOOT
INSTALLED
TYPICAL MANHOLE LAN,
SHOWING BRANCH
TIE -- IN
NTS
FIG. S-1-13
111_1�6 '__ MANHOLE, BRANCH TIE-IN DETAIL S11EET NO: 11 of 13
rtb_DI-3 DETAIL t2DI-7 DETAIL (M
9 DRIVEWAY CLEANOUT DETAIL jVNOT TO SCALE
S P t �s P 1 �Sp
SP11)NOT 70 SCALE DATE: 05/08/17
�E...
E i
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Ul
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DOM. PROJECT NO:16.0119
INDEX TITLE:
111_1�6 '__ MANHOLE, BRANCH TIE-IN DETAIL S11EET NO: 11 of 13
rtb_DI-3 DETAIL t2DI-7 DETAIL (M
9 DRIVEWAY CLEANOUT DETAIL jVNOT TO SCALE
S P t �s P 1 �Sp
SP11)NOT 70 SCALE DATE: 05/08/17
' '114 FRAME AND COVER DETAIL
A" ==Q
P12 To SCALE
CALV=
5�CONCRETE THRUST BLOCK DETAIL
P I 2TO fr'� �OFCkfj K___
mrm
TYPICAL SERVICE LATERAL INSTALLATION-
NOT''T SCALE
AUVE l -30;K
"I—RESTRAINED :JQIi'4T FIT-nNl,(.,.
`VARIES THIREA,'DED COUPLIN0,
py
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ror
PVll�','� SLLEVE—
BRASS N,1 E' LE AND, CAR
ell
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I THRUSiT.BLS CK Ntip"
VALVE S 7,
5,7 5TONE
I U.J1 TTIN
1011ED
2" PIPE S
TO rRAIN IF
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E53 2 c OR
VARIES
PIPE
THREADEO TAP
IffATE F�: WiAIN: AND v'AVvE\"'
A -RE 'SAS AE ':]IZE PLUG
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NTS
FIG. W-8
TYPICAL BLOW OFF ASSEMBLY
SP12 NOT TO SCALE
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ME
Q TYPICAL
xLEGATE
m
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uj
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v I
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HIGHLY' CIW
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BY HANID, OR �APPR(,]PVED
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py
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BRASS N,1 E' LE AND, CAR
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FIG. W-8
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xLEGATE
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0 TE
1, bp -'EN C I UT S 11 If l4 . P . 'A'VE Q I AI EA_S. W[THIN, E 'j( I S T . i 1_1 V, I )OT REGHT–OF–"WAY SHALL SIE
RACKFILLED, E�,4TIREUY WITH 110 A 'STONE,
'2; FbR. DU6TILE IRON NIDE THE BOT('11--� %4 bF THE 5HALL 8E23CRAkED
AND "OUIPAU'TED, ,;GNU ,ALL STONE'_'-, RE�,O)VED OR, A, 4" BED, ING OF N 1 01 68
ST NF. S� HALL LE . P kc O'q 10, EU,
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8 E9I IIS F N 0., , 68 STUNE
TYPICAL SEV'VER PIPE
INSTALLATION IN TRFN(�',,':H
-SAN ITARY SEER INSTALLATION DETAIL
NOT TO SCALE
GOOD MtMDATIM4 MATERIAL. :ROCKY FOUNTION MA'TERIAL
L', RACKFILL
1ILL AS,
:FY ACSA'
FABLE . SIL ML 0 R Roce-
A
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DU( --/'TILE IRON WATER PIPE
12
INSTALLATION & BEDDING
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wr
T
8 TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
C
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F. ts
Lic. No. 33028
o 1/5/17
9NAL 1�
e
R!
IG LAACKFILL `° HALL
W T CO R TA I N R 0 C K M, AJERIAL
L _iER TH A,
AR�5,- kKY
3
D I ,SEN SI 0,41
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T"I 11p
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v I
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BY HANID, OR �APPR(,]PVED
'AL
OF PIPF
–
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REQUIRED: 'h"HEN SOIL
S ARE :UNS7A5LF
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k
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1, bp -'EN C I UT S 11 If l4 . P . 'A'VE Q I AI EA_S. W[THIN, E 'j( I S T . i 1_1 V, I )OT REGHT–OF–"WAY SHALL SIE
RACKFILLED, E�,4TIREUY WITH 110 A 'STONE,
'2; FbR. DU6TILE IRON NIDE THE BOT('11--� %4 bF THE 5HALL 8E23CRAkED
AND "OUIPAU'TED, ,;GNU ,ALL STONE'_'-, RE�,O)VED OR, A, 4" BED, ING OF N 1 01 68
ST NF. S� HALL LE . P kc O'q 10, EU,
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8 E9I IIS F N 0., , 68 STUNE
TYPICAL SEV'VER PIPE
INSTALLATION IN TRFN(�',,':H
-SAN ITARY SEER INSTALLATION DETAIL
NOT TO SCALE
GOOD MtMDATIM4 MATERIAL. :ROCKY FOUNTION MA'TERIAL
L', RACKFILL
1ILL AS,
:FY ACSA'
FABLE . SIL ML 0 R Roce-
A
ZL
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DU( --/'TILE IRON WATER PIPE
12
INSTALLATION & BEDDING
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wr
T
8 TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
C
0
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Lic. No. 33028
o 1/5/17
9NAL 1�
EEMNf • W'
INDEX TITLE:
SIF" t ham}
SHEET
I SHEET NO: 12 of 13
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INDEX TITLE:
SIF" t ham}
SHEET
I SHEET NO: 12 of 13
, a
40
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NOTE:
Each outdoor luminaire equipped with a lamp that emits
3,000 or more initial lumens shall be a full cutoff luminaire
and shall be arranged or shielded to reflect light away from
adjoining residential districts and away from adjacent roads.
The spillover of lighting from luminaires onto public roads
and property in residential or rural areas zoning districts
shall not exceed one—half footcandle.
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'i . No. 33028
1/5/17
0 N A L
i: DOM. PROJECT NO:16.0119!
INDEX TITLE:
�i CI P 4
3
SHEET NO: 13 of 13
Boom
NEE
i: DOM. PROJECT NO:16.0119!
INDEX TITLE:
�i CI P 4
3
SHEET NO: 13 of 13