HomeMy WebLinkAboutSDP202000079 Plan - Submittal (First) 2020-12-17F/
94
SITE DATA
OWNER / DEVELOPER
OWNER:
PLAN PREPARER:
TAX MAP PARCEL No
PARCEL AREA:
ZONING:
USE:
NEW BELVEDERE INC. (TMP 62A3-lB)
PO BOX 7505
CHARLOTTESVILLE, VA 22906
BELVEDERE LAND HOLDINGS LLC (TMP 63A3-1B1)
PO BOX 7505
CHARLOTTESVILLE, VA 22906
ROUDABUSH, GALE, & ASSOCIATES
999 SECOND STREET, SE
CHARLOTTESVILLE, VA. 22902
(434)-977-0205
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TMP 63A3-lB1 AND THE SUBJECT PORTION OF TMP 62A3-lB ARE ZONED NMD
(NEIGHBORHOOD MODEL DEVELOPMENT) PER ZMA2004-00007.
COMMUNITY CENTER
BUILDING HEIGHT: BLOCKS 1 & 2: 50' (MAX.)
BLOCKS 3-10: 38' (MAX.)
PROPOSED BUILDING HEIGHT - 33'
SETBACKS:
FRONT - 5" BUILD -TO FROM STREET
SIDE - 5'
REAR - 10'
(FOR STRUCTURES WITH FRONTAGE ON MORE THAN ONE RIGHT-OF-WAY, THE BUILD -TO
LINES SHALL APPLY ONLY TO THE PRIMARY ELEVATION.
STORMWATER MANAGEMENT:
PROVIDED BY EXISTING BIORETENTION POND LOCATED JUST NORTH OF SOCA
FIELDHOUSE ON TMP 62A3-lB. SEE BELVEDERE PHASE I - BLOCK 3, 4A, 5A, 6B, AND
9A ROAD AND STORM DRAIN IMPROVEMENTS, DATED 4/18/07 AND DESIGNED BY WW
ASSOCIATES FOR DETAILS ON EXISTING SWM FACILITY 5A (WPO-2007-00029).
WATERSHED:
SOUTH FORK RIVANNA RIVER (BELOW RESERVOIR)
BOUNDARY SOURCE:
"PLAT SHOWING 2-LOT SUBDIVISION OF TMP 62A3-A" PREPARED BY ROUDABUSH GALE &
ASSOCIATES, DATED MARCH 20, 2019, LAST REVISED JUNE 17, 2020 AND RECORDED AT DB
5335 PG 380.
TOPOGRAPHY:
FROM FIELD RUN SURVEY PREPARED BY ROUDABUSH GALE & ASSOCIATES DATED NOVEMBER
20, 2020
BENCHMARK:
OFFSITE POLE NOTED IN TOPOGRAPHY SURVEY AS POINT 1971, ELEVATION 468.43 NAVD 88
DATUM:
HORIZONTAL: NAD83 VERTICAL: NAVD 88
CRITICAL SLOPES:
PROJECT SITE DOES NOT CONTAIN CRITICAL SLOPES
FLOODPLAIN:
THE PROJECT SITE SHOWN HEREON IS LOCATED IN ZONE "X" AND DOES NOT FALL WITH
FLOOD HAZARD ZONE "AE" FOR A 100-YEAR FLOOD AS SHOWN ON FEMA MAP
51003CO279D, EFFECTIVE 2/4/2005, THIS DETERMINATION HAS BEEN MADE BY GRAPHIC
METHODS, NO ELEVATION STUDY HAS BEEN PREFORMED AS A PORTION OF THIS PROJECT.
PARKING REQUIRED:
ONE (1) SPACE PER 3 FIXED SEATS (CLUB/LODGE)
74 SEATS / 3 = 24.7 SPICES
25 SPACES REQUIRED
PARKING PROVIDED:
25 ON -STREET PARKING SPACES
(PER BELVEDERE CODE OF DEVELOPMENT VARIANCE 16, 17, 18 ALLOWS ON STREET
PARKING TO BE AVAILABLE TO THIS COMMUNITY USE. THIS AVAILABLE PARKING WAS
CONSTRUCTED WITH THE STREET SYSTEM)
PROPOSED IMPERVIOUS
AREA: 5,138 SF
LIGHTING: 1.
LIGHTING: ALL PROPOSED LIGHTING WILL NOT EXCEED 3,000 LUMENS.
2.
EACH OUTDOOR LUMINARIES EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL
LUMENS SHALL BE A FULL CUTOFF LUMINARIES AND SHALL BE ARRANGED OR SHIELDED TO
REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND FROM ADJACENT ROADS.
3.
ALL OUTDOOR LIGHTING SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM
ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS.
NO LANDSCAPE PLAN IS
PROVIDED AS THIS IS A COMMUNITY USE PROJECT.
NO EVIDENCE OF A BURIAL SITE WAS FOUND WITHIN THE PROJECT SITE.
THE PROJECT SITE IS NOT LOCATED WITHIN THE AGRICULTURAL -FORESTAL DISTRICT.
THE PROJECT SITE IS NOT WITHIN A WATER SUPPLY PROTECTION AREA.
STORMWATER MANAGEMENT COMPLIANCE NARRATIVE
THE BELVEDERE COMMUNITY CENTER SITE HAS BEEN PLANNED FOR IN ADVANCE AND IS
PART OF THE STORMWATER MANAGEMENT PLAN FOR BELVEDERE PHASE 1. THAT PLAN
HAS BEEN PREPARED BY WW ASSOCIATES AND IS DATED 2-26-07. PLEASE REFER
WPO-2007-00029. IT DISCUSSESS ALL OF THE STORMWATER FACILITIES IN PHASE 1.
THE FACILITIES THAT TREAT AND DETAIN STORMWATER WHERE THE EXISTING SOCA
FIELDHOUSE IS LOCATED AND THE BELVEDERE COMMUNITY CENTER IS BEING PROPOSED
IS A FOREBAY AND BIORETENTION POND JUST NORTH OF THE EXISTING SOCA
FIELDHOUSE AND A DETENTION FACILITY RECEIVING THE OUTFALL FROM THE
BIORETENTION FURTHER TO THE WEST.
THE BIORETENTION FACILITY ASSUMED 83,366 SF OF IMPERVIOUS AREA BETWEEN THE
BELVEDERE COMMUNITY CENTER SITE PLAN AND THE SOCA FIELDHOUSE SITE PLAN. THE
SOCA FIELDHOUSE SITE PLAN HAD A TOTAL IMPERVIOUS AREA OF 63,757 SF. THE
BELVEDERE COMMUNITY CENTER SITE PLAN PROPOSES 5,138 SF OF IMPERVIOUS AREA
FOR A TOTAL OF 68,895 SF BETWEEN THE TWO DEVELOPMENTS. SINCE THE
IMPERVIOUS AREA IS LESS THAN 83,366 SF WATER QUALITY COMPLIANCE AND WATER
QUANTITY COMPLIANCE HAVE BEEN MET. SEE THE BELVEDERE -PHASE 1 BLOCKS 3, 4A,
5A, 6B, & 9A PLAN, DATED 8-14-07 AND PREPARED BY WW ASSOCIATES FOR MORE
DETAILS ON THE BIORETENTION FACILITY. THE PLANS WERE APPROVED IN 2007 AND
THE STORMWATER FACILITIES HAVE SINCE BEEN BUILT ON -SITE.
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INITIAL SITE PLAN
BELVEDERE
COMMUNITY CENTER
RIO MAGISTERIAL DISTRICT, COUNTY OF ALBEMARLE , VA
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VICINITY MAP
SCALE: 1"=1000 FEET
1. THE OWNER WILL DESIGNATE A PROJECT MANAGER TO ACT AS OWNER'S REPRESENTATIVE DURING THIS
PROJECT. CONTRACTOR SHALL REPORT DIRECTLY TO THIS PROJECT MANAGER UNLESS OTHERWISE DIRECTED
2. THE DESIGNER HAS CONDUCTED NO STUDIES DESIGNED TO DISCOVER THE PRESENCE OF ANY HAZARDOUS
SUBSTANCES ON THIS PROPERTY AND ASSUMES NO RESPONSIBILITY OR LIABILITY RESULTING FROM THE
PRESENCE ON ANY SUCH SUBSTANCE.
3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR THIS WORK AND PAY ALL ASSOCIATED FEES.
THIS INCLUDES ALL NECESSARY PERMITS INSPECTIONS BONDS AND OTHER APPROVAL RELATED ITEMS IN
ACCORDANCE WITH THESE PLANS AS WELL AS LOCAL, STATE, AND FEDERAL POLICIES.
4. PAVED OR RIP RAP DITCH MAY BE REQUIRED WHEN, IN THE OPINION OF THE RESIDENT ENGINEER OR HIS
DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
5. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL
DEVICES, LATEST EDITION, AND SHALL BE PROVIDED BY THE CONTRACTOR.
6. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE
CONSTRUCTION INDUSTRY (29 CFR PART 1926).
7.ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE VDOT ROAD AND BRIDGE STANDARDS (LATEST
EDITION) AND THE VDOT ROAD AND BRIDGE SPECIFICATIONS (LATEST EDITION).
EARTHWORK, DRAINAGE, & SITE CONDITIONS
1. EXCEPT AS OTHERWISE SHOWN ON THE PLANS, ALL CUTS AND FILLS SHALL MATCH EXISTING SLOPES OR
BE NO GREATER THAN 2:1.
2. UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS, ALL FILL MATERIALS SHALL BE
COMPACTED TO 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A,
WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE, FOR THE FULL WIDTH AND DEPTH OF THE FILL.
3. ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED.
4. ALL MATERIALS AND INSTALLATION DETAILS SHALL CONFORM TO APPLICABLE LOCAL ORDINANCES AND VDOT
ROAD & BRIDGE STANDARDS (LATEST EDITION) UNLESS OTHERWISE STATED WITHIN THE PLANS..
5. ANY UNUSUAL OR UNANTICIPATED SUBSURFACE CONDITIONS SHALL BE IMMEDIATELY REPORTED TO THE
ENGINEER.
5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND LOCATIONS PRIOR TO BEGINNING WORK, AND
IMMEDIATELY NOTIFY THE PROJECT MANAGER IN THE EVENT THERE ARE ANY DISCREPANCIES BETWEEN SUCH
CONDITIONS AND THOSE SHOWN ON THE PLANS AND SPECIFICATIONS.
7.IN THE EVENT THAT GRADING AS SHOWN ON THE PLANS IS NOT FEASIBLE, CONTRACTOR SHALL ADVISE THE
PROJECT MANAGER AND ENGINEER BEFORE FINAL GRADING COMPLETION FOR ADVICE AND CONSENT.
SHEET INDEX
SHEET 1 COVER SHEET
SHEET 2 DEMOLITION, & EXISTING CONDITIONS PLAN
SHEET 3 SITE LAYOUT PLAN
SHEET 4 GRADING PLAN
SHEET 5 UTILITY PLAN
SHEET 6 CONSTRUCTION NOTES & DETAILS
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EXISTING INTERMEDIATE CONTOUR
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EXISTING WATERLINE W/ TEE
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EXISTING INDEX CONTOUR
- - .'� - -
PROPOSED WATERLINE W/ TEE
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PROPOSED CONTOUR
20
EXISTING FIRE HYDRANT
EXISTING EDGE OF PAVEMENT
EX. EP
PROPOSED FIRE HYDRANT
PROPOSED EDGE OF PAVEMENT
EP
EXISTING WATER VALVE �-
EXISTING CURB AND GUTTER
EX. C&G
PROPOSED WATER VALVE E) W W
PROPOSED CURB AND GUTTER
CG-6
PROPOSED WATER METER
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TRANSITION FROM CG-6 ROLL-TOP
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EXISTING REDUCER
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EXISTING STORM SEWER
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HANDICAP RAMP (CG-12)
PROPOSED STORM SEWER
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DENOTES LO TION OF STD. VDOT
EXISTING SANITARY SEWER
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CG-12 AND OR JURISDICTIONAL
STANDARD P CONSTRUCTION
PARKING INDICATORINDICATES
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PROPOSED SANITARY SEWER
THE NUMBER OF TYPICAL PARKING SPACES
PROPERTY LINE
BENCHMARK
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CRITICAL SLOPE
SLOPES TO BE SEEDED, MULCHED & TACKED
LIMITS OF CLEARING AND/OR GRADIIComm■ommomm■omm
VEHICLES PER DAY COUNT
1,234 VPD
EXISTING SPOT ELEVATION
+12.0
PROPOSED SPOT ELEVATION
+12.0
PROPOSED STREET NAME SIGN
EXISTING SIGN
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PROPOSED SIGN
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SANITARY MANHOLE IDENTIFIER
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STORM DRAIN STRUCTURE IDENTIFIER
APPROVALS
DEPARTMENT OF COMMUNITY DEVELOPMENT
DATE
PLANNING / ZONING
ENGINEERING
INSPECTIONS
ARCHITECTURAL REVIEW BOARD
DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VA. DEPARTMENT OF TRANSPORTATION
UTILITES & DRAINAGE SYSTEMS
UTILITIES
1. ANY DAMAGE TO EXISTING UTILITIES CAUSED BY CONTRACTOR OR ITS SUBCONTRACTORS SHALL BE
CONTRACTORS SOLE RESPONSIBILITY AND REPAIRED AT CONTRACTOR'S EXPENSE.
2. THESE PLANS DO NOT GUARANTEE THE EXISTENCE NON-EXISTENCE OR LOCATION OF UTILITIES.
CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OR THE NON-EXISTENCE OF UTILITIES. AT LEAST
48 HOURS PRIOR TO ANY EXCAVATION OR CONSTRUCTION CONTRACTOR SHALL NOTIFY MISS UTILITY
1-800-552-7001 AND/OR THE RESPECTIVE UTILITY COMPANIES FOR GAS WATER SEWER POWER PHONE
AND CABLE. CONTRACTOR SHALL TIMELY ARRANGE TO HAVE THE VARIOUS UTILITIES LOCATED, AND TO HAVE
THEM REMOVED OR RELOCATED, OR TO DETERMINE THE METHOD OF PROTECTION ACCEPTABLE TO THE
RESPECTIVE OWNER, IF THE METHOD OF PROTECTION IS NOT OTHERWISE SPECIFIED. CONTRACTOR SHALL
CONDUCT ITS WORK IN THE VICINITY OF EXISTING UTILITIES IN ACCORDANCE WITH THE RESPECTIVE UTILITY'S
RULES AND REGULATIONS. ANY COST INCURRED FOR REMOVING, RELOCATING OR PROTECTING UTILITIES
SHALL BE BORNE BY CONTRACTOR UNLESS INDICATED OTHERWISE. CONTRACTOR SHALL EXCAVATE TO LOCATE
BURIED UTILITIES FAR ENOUGH IN ADVANCE OF ITS WORK TO ALLOW FOR HORIZONTAL AND /OR VERTICAL
ADJUSTMENTS TO ITS WORK AND/OR THE UTILITIES. NO ADJUSTMENT IN COMPENSATION OR SCHEDULE WILL
BE ALLOWED FOR DELAYS RESULTING FROM CONTRACTOR'S FAILURE TO CONTACT AND COORDINATE WITH
UTI LITI ES.
3. WHEN THE WORK CROSSES EXISTING UTILITIES, THE EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED
AND PROTECTED FROM DAMAGE DUE TO THE WORK. ALL METHODS FOR SUPPORTING AND MAINTAINING THE
EXISTING UTILITIES SHALL BE APPROVED BY THE RESPECTIVE UTILITY COMPANY AND/OR THE ENGINEER.
CONTRACTOR SHALL EXERCISE CARE TO INSURE THAT THE GRADE AND ALIGNMENT OF EXISTING UTILITIES
ARE MAINTAINED AND THAT NO JOINTS OR CONNECTIONS ARE DISPLACED. BACKFILL SHALL BE CAREFULLY
PLACED AND COMPACTED TO PREVENT FUTURE DAMAGE OR SETTLEMENT TO EXISTING UTILITIES. ANY
UTILITIES REMOVED AS PART OF THE WORK, AND NOT INDICATED TO BE REMOVED OR ABANDONED, SHALL
BE RESTORED USING MATERIALS AND INSTALLATION EQUAL TO THE UTILITY'S STANDARDS.
4.CONTRACTOR SHALL NOTIFY LANDOWNERS, TENANTS AND THE PROJECT MANAGER PRIOR TO THE
INTERRUPTION OF ANY SERVICES. SERVICE INTERRUPTIONS SHALL BE KEPT TO A MINIMUM AND SHALL ONLY
OCCUR WITH THE KNOWLEDGE AND PERMISSION OF THE SERVICE'S OWNER OR AUTHORITY.
5.THE ADJUSTMENT OF ALL MANHOLE TOPS, WATER VALVE BOXES, GAS VALVE BOXES AND WATER METER
BOXES SHALL BE THE RESPONSIBILITY OF CONTRACTOR.
6.ALL WATER METER, VALVES AND FIRE HYDRANT ADJUSTMENTS/RELOCATIONS SHALL BE PERFORMED BY THE
CONTRACTOR. CONTRACTOR SHALL KEEP A "REDLINE" SET OF PLANS DOCUMENTING ALL SUCH AS -BUILT
REVISIONS.
DRAINAGE SYSTEMS
1. CONTRACTOR SHALL EXERCISE CARE, ESPECIALLY AT INTERSECTIONS AND GUTTER LINES, TO PROVIDE
POSITIVE DRAINAGE. ANY AREAS WHERE WATER IS IMPOUNDED SHALL BE CORRECTED BY CONTRACTOR AT NO
ADDITIONAL COST. POSITIVE DRAINAGE OF ALL ROADWAY AREAS TO THE STORM DRAIN INLETS OR OTHER
ACCEPTABLE DRAINAGE CHANNELS AS NOTED ON THE PLANS IS REQUIRED.
2. CONTRACTOR SHALL MAINTAIN EXISTING STREAMS DITCHES DRAINAGE STRUCTURES CULVERTS AND FLOWS
AT ALL TIMES DURING THE WORK. CONTRACTOR SHALL PAY FOR ALL PERSONAL INJURY AND PROPERTY
DAMAGE WHICH MAY OCCUR AS A RESULT OF FAILING TO MAINTAIN ADEQUATE DRAINAGE.
3. ALL PIPES, DI'S AND OTHER STRUCTURES SHALL BE INSPECTED BY THE PROJECT MANAGER BEFORE BEING
BACKFILLED OR BURIED. THE PROJECT MANAGER MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL COST, TO
UNCOVER AND RE-COVER SUCH STRUCTURES IF THEY HAVE BEEN BACKFILLED OR BURIED WITHOUT SUCH
INSPECTION.
4. ALL CATCH BASINS ENCOMPASSED WITHIN NEW CONSTRUCTION SHALL BE CONVERTED TO DROP INLETS.
5.REMOVED PIPE SHALL BE THE PROPERTY OF CONTRACTOR UNLESS NEGOTIATED OTHERWISE BEFORE
PROJECT BIDDING; AND IF NOT SALVAGED FOR RE -USE, SHALL BE DISPOSED OF LAWFULLY.
6. ALL STORM SEWER PIPE AND DROP INLETS SHALL BE CLEARED OF DEBRIS AND ERODED MATERIAL PRIOR
TO FINAL ACCEPTANCE.
7.ALL STORM SEWER PIPE JOINTS SHALL BE SEATED AND SEALED IN ACCORDANCE WITH THE MANUFACTURER'S
SPECIFICATIONS.
8. ALL EXISTING ROOF DRAINS AND OTHER DRAINAGE CONDUIT BLOCKED OR DISRUPTED FROM THEIR
PRE -CONSTRUCTION DRAINAGE PATTERNS SHALL BE SHORTENED, EXTENDED OR OTHERWISE ROUTED USING
MATERIALS APPROVED BY THE ENGINEER, AND IN SUCH A WAY THAT THE NEW DRAINAGE PATTERNS ARE
ACCEPTABLE TO ENGINEER AND THE PROJECT MANAGER.
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DATE:
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SCALE:
1'=20'
JOB:
20.2102
SHEET:
5 OF 8
O:\RGA\TMPROJ\20.2102 Belvedere Community Center\ENGR\DWG\Comm Center SP.dwg
CG•12 NOTE1COIPONENTS OF CUB RAPS CONSIST OF THE FOLLOWING,
HYDRAULIC CEMENT SIDEWALK (DEPTH N NCIES.MEA N SQUARE YMOSI
GENERAL NOTES: CURB
HEN REQUIRED
SURFACE (AREA IN LSQUARERE YAFOS1
1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOLES. EACH OF THE ABOVE ITEMS 5 A SEPARATE PAY ITEM AND SHOULD
BE SUMMARIZED FOR EACH CURB CUT RAMP.
2- ALL DETECTABLE WARNING SURFACE PRODUCTS SHALL MEET TIE REQUIREWN75 r
OF SECTION 504 Of THE SPECIFICATIONS FOR CO-12 DETECTABLE wMNNG SURFACE. 1 1IT51DEF NAXw1LK ,w RP 120 MAX
IF DETECTABLE WARNING SACE PRODUCTS USED SHALL BE FROM THE MATERIALS
APPROVED PRODUCT LIST NUMBER 72.
3- SLOPING SEES OF CUB RAMP MAY BE POURED MONOLITNICJLLY WITH RAMP
FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS- �7_
4. RECLAIMED BARS ME TO BE No.5 X IS -PLACED ('CENTER 1D CENTER ALONG
BOTH SEP ES OF THE. RAMP FLOOR. MO -DEPTH Of RAFLOOR. MIMMUM
CONCRETE COVER Hi'- p:l MAX
ROADWAY CURB A CURB AND GUTTER SLOPE TRASNT04S ADJACENT TO CURB TYPE A
RAMPS ARE INCLUDED IN PAYMENT FOR CURS J CURB MD GUTTER. PERPENDICULAR
G. CURB RAMPS ME REOUREO FOR SIDEWALKS AND SHARED USE PATHS. THE WIDTH OF
THE CLIMB RAMP SMALL MATCH SIDEWALK WIDTH. WHEN CURB RAMPS ARE USED INCONU A4CTIN WITH A SHAPED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH
OL THE SHARED USE PATH. b-IMN
7. DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH O THE R 12- MAIL
CURB RAMP LANDING FLOOR. f
8_ CURB RAMPS WILL BE INSTALLED STALLED ALOCATED WITHIN PEDESTRIAN CROSSWALKS t2.1 MAX
AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. CURB RPPS SHOULD
NOT BE LOCATED BEHIND VEHICLE STOP LINES. LIGHT POLES. FIRE HYDRANTS. DROP
INLETS. ETC. 11 TYPE B
9, RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT PARALLEL
THE CURE! OPENING, S PLACED WITHIN THE LIMITS OF THE CROSSWALK AND 'A
THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS
PERPENDICULAR TO THE CURB.
10, DETECTABLE WARMING SURFACE PANELS SHALL BE INSTALLED FLUSH WIN
THE BACK OF CURB. 1--
121MAX im
n. WHERE CURB RAMPS INTERSECT A ECTAL E WARN O CURB AT ENTRANCES -Ills-
��'
OR STREET RAMS OR
THE DETECTABLE WARMING SURFACE SHALE HAVE S'MM ,1(X X�'
A MANUFACTURER
RAMS OR BE TIEL S CORED CURB
RECOMMENDED BY THE
NANVf 7uCr WEIR TO MATCH THE SACK O CURB -SEE CG•12•NS PAGES 204.06
AE 204.07 FOR METHOD$ Of INSTALLING OETEC7ASLE WARNINGS ON A RADIUS. 4-MN
AT )K .2" "CHERHITPAVEMENT
THAN
EDGE OF PAVEMENT
AT XX . SAE AS TOP OF CURB
TYPE C
PARALLEL & PERPENDICULAR
TRUNCATED DOME
16•24- C-C
0
I O O o 0 0
L Q D 0 o 0 0 Go D o D
�j�I*Irn;,jam U- O O D O O O O O 0 a 0 O T
LANDING RAMP T e O 00 000 OO 000 000 D 1-
O O O D O O O O D O 0 0 0 0 0
�+ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 D O 0 0 0 0 0 0 0 0 0 0
SOA-65Z OF BASE DIAMETER Ta DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
DETECTABLE CURB I
AT KNOT OF [lIR6 14" 1. VARIABLE FUEL METH OL RUMP FLOOR "1
SEE NOT[ 11. SE OIAUEICRPAY LILTS
DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING
INSTALLED ON A RADIUS DETAIL DETAIL
•IVD= A COPY OF THE ORI SEALED AND SIGNED DRAWING IS ON FILE N THE CENTRAL OFFICE. SPECIFICATION
ROAD AE BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE REFERENCE
3REET OF s REVISION DATE (GENERAL NOTES) ID`-'
502
C4.01 Q4A1J VRfJU DEPARTMENT OF TRANSPORTATION 504
MIA Rf)An R RGIIN:F STAN570015C
O-3A, 3B, 3C EXPANSION KEYED
wHT 3•-D^ OR pETA45 INLET ... Y JOINT� COAST. BARS
A.A
KEYED CONS
? -JOINT
GOER
-BARS a lAPPRo4Cro
H i3" OAETER ` .. ' BARS E
ESP HOLE FRONT ELEVATION BARS F. e" r-6' 6' BARS B
- - - - - - (MATTER REMOVED) !•
8 ly SXI/j BENr PLATE J SECTION B-B
is N
TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. ,'� L2%'-) "XI/4'
Ll
GZlAr 1b
TYPE B NOSE DETAL SHALL BE USED WITH CG-2 & CG-8 STANDARDS. TYPE A TYPE 8 y,' X 4" STUD SHEAR CONNECTOR WELDED
GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68.30' 10 ANGLE IRON AT 2'C-C.
CONNECTORS AND IS TO BE ANCHORED WITH /' X 4" STUD SHEAR NOSE DETAILS
WELDED TO BENT PLATE AT 2C-C.
i-3
PPRPAVEMENT
OP 3A L L I. d-38 L DI-3C L PED PAVEMENT
- I { -- _ I = I - - FLOW i FLOW I FLOP+
1 I 1 DETAIL WHEN USED
FOR USE ON GRADES ADJACENT TO CURB
FOR USE N SAGS WITHOUT GUTTER
BOTH SEES TO BE SYMMETRICAL
tvooT STANDARD CURB DROP INLET SPECIFICATION
ROAD MD BRIDGE STANDARDS REFERENCE
SHEET + of 2 REVISION SATE 12" - 30" PIPE: MAXIMUM DEPTH (H) 18' zss
10408 08710 VIRGINA DEPARTMENT OF TRANSPORTATION 302
2016 ROAD & BRIDGE STANDARDS
TABLE OF QUANTITIES
SEE StADARAD SL-I FOR APPLICABILITY OF SAFETY SLABS B
STANDARD HMM-1
NOTE'
{
FRAME 1. COVER
THE TOP OF MASONRY 15 TO BE LEFT
SWFICIEN1Lr LOW TO PERMIT PROPER
L
ADJUSTMENT Of COVER AND FRAME TO
GRADE BY THE USE OF MORTAR OR
io
BRICK AS DRECrEO BY THE ENGINEER.
2..p..
O
W
fV
'a'
b
a
6.. F.
o
"1
u:
h
'O
FLAT SLAB TOP AS DETAILED
EN STANDARD T-w-2 MAY BY
FOR
OVEDRED
5ECTTIONUYfKN APPRBY
THE ENGINEER.
v
STD. ST-1 •'.
45•
CONCRETE
FOOTING
DIAMETER =4'•8"•12 X WALL THICKNESS) mI
SECTION B-B
BRICK CONCRETE OR
CONCRETE BLOCK
HALF PLAN VIEW
T1B
J
HALF
SECTION A -A
ONTN FRANC MO COVER REMOVED,
BRICK
CONCRETE
NOTES
1. QUANTITIES SHOWN ME FOR MANOLE
WITHOUT PIPES. THE AMOUNT DISPLACED
BY PIPES OUST BE DEDUCTED TO
OBTAIN TRUE OUWTIIES.
2. A BASE THICKNESS OF W' WAS USED IN
COMPUTING CONCRETE QUANTITIES.
3. INCREMENTS t0 BE ADDED FOR EACH
ADDITIONAL FOOT DF DEPTH.
CMATERMLS MAY BE BRICK.CONCRETE OR
APPROVED CONCRETE MANHOLE BLOCK.
S. F BLOCKS MIRE USED THE MINIDM
THICKNESS OF SAME S TO BE 5"_
OTHER THICKNESSES ME TO CONFORM
TO WALL THICKNESS SHOWN FOR
CONCRETE.
6, ALL CONCRETE TO BE CLASS A3.
7. WHEN SPECIFIED ON PLANK THE
INVERT IS TO BE SHAPED IN
ACCORDANCE WITH STANDARD 5.1.
THE COST OF RAVISHING MO PLACING
ALL MATERIALS NCOCNTAL 10 11E
PIR E FOR THE INCLUDED IN THE BID
SPECIFICATION
REFERENCE MANHOLE FOR 12" - 48" PIPE CULVERTS ROAD ARID BRIDGE STANDARDS
302 VGINIA DEPARrWNT OF TRANSPORTATION REVISION DATE $RICE( 1 OF S
R
04120 106.01
TABLE OF QUANTITIES
DEPTH
AN
BRICK MANHOLE
CONCRETE
MANHOLE
SRCK
CONCRETE
CONCRETE
FEET
THOUBAVDS
Cu. YARDS
Cu. YARDS
!
-0
0.765
L437
5
0.7
0.765
Ts-99
6
0.9
0.785
1.961
7
1.0
]
B
L2
Dr7S5
2.485
9
1.4
M785
2,747
1D
LB
]
11
LIT
OA70
3.455
12
2.2
0-970
3.817
13
2.5
0.970
4.179
14
2.8
0.970
4.541
15
,'
0.970
1.903
16
.4
[��
0.970
5.265
11
.0
1.OJ
6.032
IHCRCIENT
45
0.582
MH-1 T93'4" CA,
THE LETTERS VD.O.T. ME OPTION&
P USED THE LETTERS ARE TO BE
ve CAST IN THE DEPRESSION N TOP OF
COVER F WIDE RAISED �'j" HIGH AS
Hi' j'� F/2 SHOWN
❑❑❑
nLErvsION� - y4. A ❑ ❑ ❑ ❑ O
V. D. 0. T.
MACHINE ❑
LETTERING
SECTION A -A OPTIONAL O ❑ ❑ ❑ ❑
FRAME WD COVER STILL ❑ ❑ ❑
RATED FOR TRAFFIC CONDITIONS
WEIGHT
CAST PON
FRANC 239 - 12 LSS.
zl�COVER 137 - 7 LES. TOP
SECTION B-B BOTTOM
NvDOT A COPY OF THE OPoCNPL SEALED AND SHINED DRAWING IS FILE IN THE CENTRAL OFFICE. SPEftEFNENCECIERI
RDAO AIO BRIDGE STANDARDS STANDARD MANHOLE FRAME AND COVER
SHEET Z tlF S REVISION DATE 224
04/2D VIMIMA DEPARTMENT OF TRANSPORTATION 302
1D6 02
DH3A, 3B, 3C
TYPE
L
AEA OF
SLOT
REINFORCING STEEL
Conaoto
BARS A
BARS B
IMS C
BARS
D
Ed
S E
BARS F
BARS
0
WEIGHT
Ft.
S . Ft.
CA Y,ts.
No.
I Lin, Ft,
No.
I Li,, ft. i
No.
Lin Ft. RH
No.
Lin. FtA
No.
LK FI.NIH
No.
En.Ft.*
NA-
Lin. III.*
LOLL
DI-3A-6"
LI
-
-
-
1
'-r'
3
3'-2"
-
-
8
-
4'
" T'-6
2
-
3
3'-2"
1--a-
1'-0"
4
-
6'
2.75
3.02
5
N-8"
B
- -3
S.-TI,
3
31-2"
4
'-0"
3
1'-0"
4
-
H
5'
3.67
3.46
10
•_
'-r'
3
3'-2"
5' "
3
1'-0"4
1'"
4
-
ISO
DI-38
&
EY - "
TH
14
V-7" t -
3
3'-2"
4
7'"
3
V "
4
-
1 '
5.50
4.34
5
9'-8'•
18
'-7` to W-101-'-T'
3
3'-2"
4
91-6"
3
T-8"
4
T-O..
251
14'
8.4
4.76
S
I1
22
- -
'•r'
S
3'-2"
4
11-IT,
3
1'-0"
4
-
16'
7.33
5.22
5
W-8"
28
.-7` to 11
3
W-11"
3
3'-211
4
7 '-
3
11-B"
4
-
&
to,
5.25
5.06
5
151-611
30
-1. e-10"'•T'
3
3'-2"
4
7 •-6"
3
V-6-
4T-01,
391
20'
9.77
6.09
5
1T-8"
34
' -T'
'•T'
3
3'-21.
4
17-6-
3
1'-0"
4
438
6'
2.75
3.01
D
11
4
V-7" to a-O"
s
'•T'
3
3'-2"
A
f-1R"
B
1'•8"
2
-
N
6'
3.67
3.45
to
VAT'
'-7" '-
S
,-T'
3
3'-T"
•-9"
8
1'-0"
2
-
1se
10'
4.58
3.89
to
Tv.
72
6-7" t■ 6-X7'
S
5..rl
3
3'-T'
S
3'_9"
6
1'-0"
2
-
12'
S.50
4.33
10
P-9-
/8
'-7" ,• ,
s
'•T'
3
3'-2"
R
4'-M'
6
1'-0"
2
-
DI'3C
14•
6.42
4.77
t0
S.-Sy.
21
B'-7" to C-10"
5
,-r'
3
3'-2"
8
5'-9"
8
1'-0"
2
T,
16'
7.33
5.21
10
5'-9"
24
'_P '
S
'•T'
3
3'-2"
IS
6-9"
B
1'-0"
2
-
4
18'
8.25
5.65
10
7'-W'
28
6'-7" to a-XY'
S
'•T'
3
3'-2'
8
T-M"
8
1'-0"
2
-
20'
9.17
6.09
D
B'-W'
32
•-7'
5
'•Y'
3
3'-2"
8
EI
6
VHS"
1 2
439
NOTES
I. DEPTH OF INLET (H) TO BE SHOWN ON PLANS.
7.
04 X 8" SMOOTH DOWELS AT APPROXIMATELY
15.
THIS AREA MAY BE EARTHEN, IN WHICH CASE
12' C-C TO BE PLACED IN ALL AREAS ADJACENT
THE EXPANSION JOINTS TILL APPLY ONLY TO
2. THE "H" DIMET610N SHOWN ON THE STANDARDS
TO ABUTTING CONCRETE TO PREVENT
CURB AND GUTTER.
AND SPECIFIED ON THE PLANS WILL BE
SETTLEMENT.
INVENTOF TUREWTFALL
16.
QUANTITIES SHOWN AREDEPTH
CONCN)
PIPE TO THE TOP OF ERSTRRUCT
R
3" DIAMETER WEEP HOLE TO BE LOCATED TO
OiRE5E2" WITHOUT PIPES, T1 AMOUNT
PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY
DRAM SUBBASE MATERIAL. WEEP HOJ.J; WITH
DISPLACED BY PIPES MUST BE DEDUCTED TO
FOR ESTIMATING PURPOSES AND THE ACTUAL
12x1T' PLASTIC NNROWME CLOTH LESN
OBTAIN TRUE QUANTITIES. FOR INLETS OF
DIMENSIONS SHALL BE DETERMINED BY THE
M%i'
OR GALVANIZED STEEL WIRE, 1/8/AlJ WIRE
DIFFERENT DEPTHS ADD OR SUBTRACT 0.32
CONTRACTOR FROM FELD CONIDI7IONS.
DIAMETER 0.ER 03" NUMB4 MESH HARDWARE
CUBIC YARDS OF CONCRETE FOR EACH FOOT
CLOTH ANCHORED FM&Y TO THE OUTSIDE
OF DEPTH.
3. WHEN SPECIFIED ON THE PLANS THE INVERT IS
OF THE STRUCTURE.
TO BE 5HMED N ACCORDANCE WITH STANDARD
17,
LENGTH OF ANGLE IRON AS SHOWN ON SHEET 1
IS-L THE COST OF FURNISHING AD PLACING ALL
A
ALL REINFORCING STEEL SMALL HAVE A MIN.
OF 2 IS TO BE L+16" AT 4.1D LBS./FT..
MATERIALS INCIDENTAL TO THE SHARD IS TO BE
COVER OF 2".
INCLUDED IN THE BID PRICE FOR THE STRUCTURE.
19,
RN DENOTES LENGTH OF ONE (1) BAR.
10,
ALL REINFORCING STEEL TO BE CUT CLEM OF
IN THE EVENT THE INVERT OF THE OUTFALL
ALL OPENINGS BY 2'.
19.
ALL REINFORCING BARS TO BE*5.
4. PIPE IS HIGHER THAN THE BOTTOM OF THE
STRUCTURE THE INVERT OF THE STRUCTURE
it
CAST -IN PLACE CONCRETE IS TO BE CLASS A3
20.
WHEN INLET IS USED N 4'-0" MEDIAN BACK OF
5HLL BE SHAPED WITH CEMENT MORTAR TO
(3000 PSI. PRECAST CONCRETE IS TO BE
INLET 15 TO BE SHAPED TO CONFORM TO
PREVENT STANDING OR PONDHC OF WATER
4000 PSI.
PROPOSED CURB.
IN THE STRUCTURE. THE COST OF FURNISHING
AND PLACING ALL MATERIALS NCDEMAL TO
12
LENGTH OF SLOT (L) WILL. REVERT CASE BE
THE SHOWING 15 TO BE INCLUDED INTHE SO
SHOWN ON PLANS.
PRICE FOR THE STRUCTURE.
I&
F INLET IS CONSTRUCTED IN MEDIAN CURB CR
5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0"
WITH INTEGRAL CURB. GUTTER IS TC BE
OR GREATER. FOR DETAILS SEE STANDARD ST-1.
OMITTED (SEE DETAIL).
6. THIS ITEM MAY BE PRECAST OR CAST-N-PLACE.
14.
STANDARD INLETS MAY BE CONSTRUCTED WITH
CONCRETE BLOCKS IN ACCORDANCE WITH THE
DETALS SHOWN ON STANDARD DRAWING DI-HB.
REFERENCE STANDARD CURB DROP INLET
ROAD AND BRIDGE sTANDMDs
233 121i - 30i1 PIPE: MAXIMUM DEPTH (H) 8' REVISION DATE SHEET 2 OF 2
302 VIRGINIAA DEPARTMENT OF TRANSPORTATION
04.IO
2016 ROAD & BRIDGE STANDARDS
SMH_1
MANHOLE FRAME IIICOVER
FORM BASE FOR
M. BE14
STD. F&C-1 OR WF&C-1
(RNO1T IN PLACE
E�i
A
A
21 7
NOTES)
FOR MANSIONS NOT
'
SHOWN SEE VDOT ST'D.
ST'D.
B-1, B-2 & R-1
_
SMH-1
FLAT SLAB TOP
CONCRETE ENCASEMENT
MANHOLE FRAME L COVER STANDARD T-MH-2
TO EXTEND TO LIMITS
SIANDARD F&C-1 OR
OF EXCAVATION
WF&C-1, GROUT N PLACE
OPPE
CONCRETE ADJUSTMENT
DROP
RI BRICK C
RING OR BPoCN COLLAR B' 2Y' 6"
D-I
0-2
AS REQUIRED
F
iv
SECTION B-B
to,,
B"
CCENTRIC
TAPER DART
12"
ID
DAM YI
D-1
T'D. T-MIA-2
EP
DIANETEIt
MAIL
iN
15"
12"
TEE
REDID WHEN D IS
R6ETt UNIT
STD R-1
7B"
15•
W
1
GREATER THAN 4'-0"
PLUG LIFT HOLES
24" &
IS"
1
RISER UNIT
=
WITH RUBBER
ABOVE
O-RIIG JOINTS
ST'D. R-2.R-3
STOPPER AND
MORTAR
-
-�
(ASIM C-4431
MANHOLE B
r.
ST'D.
STEPS tY TO
�'�'
STD. SIAN-1
OR B-2
O.C. STANDARD ST-1
ST
MAN+OIi
STANDARD S-+
CLASS A3
CONCRETE
:
SHAPING
D
TOP di SX,WNG
PPE MATERIALS 70 MATCH
.•�I•
?FLEXIBLE
MAN LINE (DM., CJ.,
OR PVC, ETC.)
}
t:
CONNECTOR
CAST IRON 9W BEND
c.--G):
5fS SHEET 2 OF 2
BASE STANDARD B-10R 0-2
�•�•�•,.
PRECAST CONCRETE MANHOLE
24"
NOTES:
(FOR DI.2 OF t2" LESS)
1. WHEN HEIGHT H EXCEEDS A TARN x NR DIAMETER D OF
I&
THE SASE UNIT SHALL BE Y WITH A SECIION H
UN 5' AS IO OF
,FOP D-1 OF IS" & TB",
RISER UNIT R-2 OR R-3 SHALL BE W.
6'AD A ALL
B TOP Sp
OWED
2. FLAT ALL TOP STANDARD T-DU-2 SHALL ONLY NF ALLOWED
ON SHALLOW
SECTION A A
3- STEPS SHALL BE ENCASED N CORROSION
BE ENCASED
YFFS*TANT
RUBBER (WI OTTER MATERIAL APPROVED 0Y THE ENGINEER.
EN
SANITARY DROP CONNECTION
4. STEPS SKULL BE OETTED WHEN SPECIFIED N THE PLAIDS.
5.SEE STANDARD BEET NUMBER IOB.07,VOLUME I,FOR ADDFTIONML MANHOLE
DETAILS.
SPECIFICATION
vcxTr
REFERENCE
SANITARY SEWER
MANHOLE
ROAD AND BRIDGE STANDARDS
REVISION DATE
SHEEI I OF 2
VIROMA DEPARTMENT OF TRANSPORTATION
ut+.ol
2016 ROAD & BRIDGE STANDARDS
4%' HOPED WF&C-1
CAST IRON COVER MARKED
F&C-1
HOLES C 9M
"SEWER- OR "WATERH AS
APPLES.
BB BE
j
❑ ❑ ❑
`
D0�
❑ ❑ ❑ O
00 �
A
❑
❑ ❑❑❑
A
LIFTING NOTCH o`1
(NO OPENING) Oqa OQ
`
9n = m
a - _ ❑
❑
1/2" STAINLESS STEEL
BOLTS IIIREOUIREDT CC
O ❑ ❑ ❑ ❑
TOP
�, \
T•
❑❑❑
APPROXIMATE WEIGHTS I- 27 N
APPROXIMATE
APPROXIMATE Wi! i
CASTIRON
FRAME 220+ "LDS.
SECTION A -A FRAME 230 5 12 LOS.
TOP
COVER 260± (SUBS. i°
COVER 137 3: 7 CBS.
8"
TUTU 48DI 24LBS. 24"
;(•
COVER
L
>✓i"
SECTION BB BEI
Oyy
FRAME
I W. x IT
$LOT-
H
'
ROUND NEOPRENE GASKET GLUED TO
I
FRAME (SOLVENT - WELD GLEE SNAIL
DEVELOP FULL STRENGTH OF GASKET)
I I/4"
it X 1 %"
I
AOi
ZI
`/t STAINLESS STEEL BOLTS
G
e 1
F c
`Y
O
(4 REQUIRED)
SECTION CC - CC
I'-9 3Gi"
~
BOTTOM
I. DETAILS NOT SHOWN ARE AS REQUIRED FOR ST'D F&C•l
2. FRAMESHALLBBEAM �SET IN ((A BED OF NON -SAG JOINT
SECTION B-B
gALER�ARLTBED TO THE MANHOLE CONE SECTION WITH
NOTES,
3. CAST RON SHALL CONFORM TO ASTM A-48. CLASS 30S.
1, CAST IRON SHALL CONFORM TO
-
� �MACHIED-
4. SEATID SURFACES BETWEEN FRA NE AND COVER SHALL BE
ASTM A-48K CLASS 30S.
/j' X 1" CONTINUOUS NEOPRENE GASKET SHALL BE
2. CASTING AD FRAME ARE TO BE5.
MACHIED TO ENSURE A FIRM
?�IrP
INSTALLED BETWEEN TIE INNER COVER AO THE FRAE.
TIGHT III6.
RECESSED PICK HOLE SHALL NOT EXTEND THIRD THE COVER.
3.DMENSIONS NOT SHOWN ARE THE
SAME AR STADARD LIFT
N '
FRAME AND COVER,
WATERTIGHT MANHOLE FRAME AND COVER
MANHOLE FRAME AND
COVER
SPECIFIEN��
WATER AND SANITARY
SEWER FACILITIES
��
ROAD AND BRIDGE STANDARDS
VIRGNNA DEPARTMENT
OF TRANSPORTATION
REVISION DATE
SEER I OF 1
a12p1
SE-1
Bs BARS ■ a' c-c TYP.
RS BARS
W B^ C-C TIP.
-1.
l l_I
A
A i iiii- B TT B
.. I T_T_ I 1 30" ONETER ,. � � T• 1 T j_
�I
IIIII I TT
PLAN 7.
WAlLLi THICCKNRE ESS AND PLAN
t.
A3 CONCRETE CLASS A3 CONCRETE ,
SECTION A -A
noTEsN SECTION B-B
L THE STANDARD SAFETY SLAB (SL-1) IS TO BE USED ONLY WHEN SPECIFIED IN THE PLANS
ON THE DRAINAGE SUMMARY SHEET AND/OR TIE DRAINAGE DESCRIPTION, FOR MANHOLES.
JUNCTION BOXES, AND DROP INLETS WITH MEIOMTS GREATER THAN 72 FEET, TIDE $PACING Of
ADJACENT 51FETY SLABS SHILL BE 6' TO 11' MIfM NO SAFETY SLAB LOCATED WITHIN B FEET
OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW
ANY INLET PPE OF 30" DIAMETER OR GREATER.
2, THE COST OF THE SL-I IS INCLUDED IN THE COST OF THE STRUCTURE. SEE CAST N PLACE DRAWINGS
FOR FURTHER DETAILS
3, ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE
OTHER WHERE APPLICABLE. STEPS ME TO BE STAGGERED ACCORDINGLY. • 5 BARS ■ 8• C-C 7YP.
4, SAFETY SLAB MAY BE CAST -IN -PLACE OR PRECAST. CAST -IN -PLACE CONCRETE TO BE
CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE A4 (4000 PSD. REINFORCING - _
STEEL TO BE IN ACCORDANCE WITH AASHTO MI - .4-Y�. � W.
5. LESSSTHANE3300"DTHE ACCESSAY PENING�SHALLLL BERECTANGULARRECTAANNGULAR WHENSTRUCTURE
URMI BYY
30" LONG) -
TYPICAL PRECAST UNIT
ROAD AND 9 ,DGE D07STANDARDSTYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, REFERENCE
SHEET 1 OF 1 REVIs1oN DATE MANHOLES AND JUNCTION BOXES
M2
+06.14 VRGNIA DEPARTMENT OF TRANSPORTATION
2016 ROAD & BRIDGE STANDARDS
■
C
2016 ROAD & BRIDGE STANDARDS
SHAPE TO ELEVATION
OF MD -POINT OF
LARGEST PIPE_
sCD-i
_LD MARKER "S"
AB.S. ADIPTOR WIrN PLUM (..-D..'N
ARTY D-CHIC 40
OR WING-MUT -NDT MUG
DONLIT
DIAMETER SHALL BE
SPECIFED ON THE
PLANS
NOTES:
I, CLEMOUT MAY ALSO BE INSTALLED WITH IRON BODY SCREW WITH
BRASS PLUG AND ONE NCH OF LEAD POURED N PLACE & CAULKED
ON INSIDE & OUTSIDE EDGE.
2. CLEAIOUT SILL BE SUITABLY BRACED WITH 2" X 4" GROSS
PIECE EXTENDED OVER & HHAVNQ SOLID BEARING AT LEAST ONE
F007 ON EACH SEE O BITCH
3. CLEANOUT WYE AND I SER SHALL BE CONSTRUCTED OF THE SAC
MATERIAL AS 1HE MAN UNLESS OTHERWISE SPECIFIED.
TYPE "A"
STANDARD VB-(TYPE "C'
FRAME AND COVER
DIAMETER SHALL BE
SPECIFIED ON THE PLANS.
PLUIG\\
PPE SHALL EXTEND BEYOND CLEANOUT
BOX BEFORE BEING PLUCGED.F APPLICABLE.
NOTES:
1. CAST PON FRAME MO COVER SWILL BE SUFFICIENTLY TRUE TO A PLANE
SOIEACE, 50 THAT TOPS WILL HOT ROOK.
2. CLEANOUT WYE AND RISER SHALL EE CONSTRUCTED OF THE SAME MATERIALS
AS THE MAN UNLESS OTHERWISE SPECIFIED.
TYPE "B"
IVLXJT SEWER CLEANREFFEICATION
REENCE
OUT SEENCE
ROAD AND BRIDGE STANDARDS
SIEEr t OF 1 REVISION DATE
4U.01 VIRGINA DEPARTMENT OF TRANSPORTATION
2016 ROAD & BRIDGE STANDARDS
SHAPETO
OFNPIPER
i
I I
I I
. L I
SLOPE TO DRAN TO INVERT
SECTION
OF OUTLET PIPE
A -A
METHOD OF TREATMENT IN DROP INLETS
NOTES
•A
SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH
THIS DRAWING 15 TO APPLY TO THOSE STRUCTURES SPECIFIED\
ON PLANS OR WHERE INVERT OF PPE IS ABOVE INVERT OF
` 1
SLOPE TO DRAM
TO INVERT OF
STRUCTURE.
OUTLET PIPE
MARHCLE DR DROP HLET 15 TO BE FORMED A D CONSTRUCTED
/
N ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING.
THE INVERT SHAPING AS DETAILED HEREON 15 TO CONSIST OF A
PORTLAND CEMENT CONCRETE MIX CONFORK" TO CLASS A7 OR
/
/
-
GLASS CL EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE
-
IP TO 4" IN DIAMETER ANO CONSIST OF STOW, BROKEN BRICK,
BROKEN CONCRETE OR BROKEN CONCRETE BLOCK, THE SURFACE
SHALL BE LEFT SMOOTH BY MEWS OF HIND FRDWELLING. MANE
OF THE COARSE AGGREGATE SMALL REMAIN EXPOSED.
<
DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE
-
A
4
PLNW05ES ONLY. EACH MANHOLE 014 DROP INLET S TO BE SHAPED
-
INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET
CONFIGURATION AID FLOW LINES.
SECT B-B
I N
PLAN
METHOD OF TREATMENT IN MANHOLES
NP DO ' SPECIFICATION
READ AND BRIDGE STANDARDS STANDARD METHOD OF SHAPING RErERENCE
SHEET 1 of 1 REy1sION DATE MANHOLE & INLET INVERTS
3az
108.08 YOONA DEPARTMENT OF TRANSPORTATION
2016 ROAD &BRIDGE STANDARDS
SIGN LEGEND
R1-1 STOP SIGN
R7-8 HC PARKING
R7-8A HC PARKING VAN ACCESSIBLE
R1-1 STOP SIGN
RESERVED
PARKING
U
R7-8 HC PARKING
VAN
ACCESSIBLE
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SHEET:
6 OF 6
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