HomeMy WebLinkAboutSDP202100046 Plan - Approved 2021-07-08SITE DATA
OWNER / DEVELOPER:
re
T.]�T 00
PLAN PREPARER:
TAX MAP PARCEL No:
PARCEL AREA:
ZONING:
CURRENT USE:
PROPOSED USE:
BUILDING HEIGHT:
SETBACKS:
STORMWATER MANAGEMENT:
WATERSHED:
BOUNDARY SOURCE:
TOPOGRAPHY:
BENCHMARK:
DATUM:
CRITICAL SLOPES:
FLOODPLAIN:
PARKING REQUIRED:
NEW BELVEDERE INC. (TMP 62A3-1 B)
PO BOX 7505
CHARLOTTESVILLE, VA 22906
BELVEDERE LAND HOLDINGS LLC (TMP 63A3-161)
PO BOX 7505
CHARLOTTESVILLE, VA 22906
ROUDABUSH, GALE, & ASSOCIATES
999 SECOND STREET, SE
CHARLOTTESVILLE, VA. 22902
(434)-977-0205
PORTION OF TMP 62A3-1 B
0.42 ACRES
THE SUBJECT PORTION OF TMP 62A3-1 B IS ZONED NMD (NEIGHBORHOOD MODEL DEVELOPMENT)
PER ZMA2004-00007. THESE PARCELS ARE WITHIN THE AIRPORT IMPACT AREA (AIA).
VACANT
RECREATIONAL AREA
BLOCKS 1 & 2: 50' (MAX.)
BLOCKS 3-10: 38' (MAX.)
PROPOSED BUILDING HEIGHT- 33'
FRONT - 5' BUILD -TO FROM PROPERTY LINE
SIDE - 5'
REAR - 10'
(FOR STRUCTURES WITH FRONTAGE ON MORE THAN ONE RIGHT-OF-WAY, THE BUILD -TO LINES SHALL
APPLY ONLYTO THE PRIMARY ELEVATION.
PROVIDED BY EXISTING BIORETENTION POND LOCATED JUST NORTH OF SOCA FIELDHOUSE ON TMP
62A3-1 B. 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 SWIM
FACILITY 5A (WPO-2007-00029). (SEE STORMWATER MANAGEMENT NARRATIVE THIS SHEET)
SOUTH FORK RIVANNA RIVER (BELOW RESERVOIR)
"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.
FROM FIELD RUN SURVEY PREPARED BY ROUDABUSH GALE & ASSOCIATES DATED NOVEMBER 20, 2020
OFFSITE POLE NOTED IN TOPOGRAPHY SURVEY AS POINT 1971, ELEVATION 468.43
NAVD 88
HORIZONTAL: NAD83 VERTICAL: NAVD 88
PROJECT SITE DOES NOT CONTAIN CRITICAL SLOPES
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
PERFORMED AS A PORTION OF THIS PROJECT.
ONE (1) SPACE PER 125 SQUARE FEET OF RECREATIONAL SPACE (RECREATIONAL)
2,975 SF / 125 SF/SPACE = 23.8 SPACES
NUMBER OF DWELLING UNITS WITHIN ONE -QUARTER MILE > 100 UNITS
REQUIRED PARKING SPACES = 0 SPACES
PARKING PROVIDED: PARKING SPACES PROVIDED =19 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)
LOT COVERAGE: PROPOSED IMPERVIOUS AREA: 5,335 SF - 29%
PROPOSED MANAGED TURF (OPEN SPACE): 13,140 SF - 71 %
TOTAL LOT AREA: 18,475 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.
A LIGHTING PLAN WILL BE SUBMITTED WITH THE FINAL SITE PLAN.
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
GENERAL
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 TO 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. 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.
WATER QUALITY (9VAC25-870-63):
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 HAS BEEN MET.
WATER QUANTITY (9VAC25-870-66.B.1.A - CHANNEL PROTECTION):
THE MANMADE STORMWATER SYSTEM SHALL CONVEY THE POST -DEVELOPED PEAK FLOW RATE FROM THE
TWO-YEAR 24-HOUR STORM EVENT WITHOUT CAUSING DAMAGE TO THE SYSTEM.
WATER QUANTITY (9VAC25-870-66.C.1 - FLOOD PROTECTION):
THE BIORETENTION FACILITY WAS SIZED FOR SOCA FIELDHOUSE SITE PLAN AND THE BELVEDERE
COMMUNITY CENTER. THE BIORETENTION FACILITY ASSUMED 83,366 SF OF IMPERVIOUS AREA. SINCE THE
IMPERVIOUS AREA IS PROPOSED TO BE 68,895 SF BETWEEN THE TWO DEVELOPMENTS, FLOOD
PROTECTION COMPLIANCE HAS BEEN MET.
INITIAL SIT PLAN
................
IIllllpIIIIIIIIIIIIIIIIIIIIIIIIII 'IIIIII IIIIII' IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIII
IIIIIIIIII- (I Illlllllllllllllllllllli (IIIIII I
(IIIIII IIIIIIIIIIIIIIIIIIIIIIII .I I IIIIIIIIIIIIIIIIIIIIIII: IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIII
Illllllllllppplll (l l IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII IIIII IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII III. IIIIIIIIIIIIIIIIIIIIIIIIII
COMMUNITY CENTER
RIO MAGISTERIAL DISTRICT, COUNTY OF ALBEMARLE , VA
4
� O
4
m
PROJECT
SITE
AM -bud Creek
o
O
O
t•
City of
Charlot-
tesville L
C/'1 1 C C
VICINITY MAP
SCALE: 1 "=1000 FEET
PLAN NOTES
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 R SIDENT ENGINEER OR HIS
DESIGNEE IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CH NNEL.
5. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL F R 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.
6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND LOCATIONS PRIOR TO BEGINNING WORK,
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
LANDSCAPE PLAN
SHEET
7
CONSTRUCTION NOTES & DETAILS
TOTAL SHEETS = 7
LEGEND
EXISTING INTERMEDIATE CONTOUR
EXISTING WATERLINE W/ TEE
_M-
EXISTING INDEX CONTOUR
- 31 pT- - -
PROPOSED WATERLINE W/ TEE
" _�-
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 W-
"-PROPOSED CURB AND GUTTER
CG-6
PROPOSED WATER METER
O
TRANSITION FROM CG-6 ROLL -TO
CG-6 ROLL-TOP
EXISTING REDUCER -W
10 w-
EXISTING STORM SEWER-''
EX. 15" RCP
PROPOSED REDUCER
w 10
PROPOSED STORM SEWER
15" RCP
HANDICAP RAMP (CG-12)
DENo1Fs Lo/CpgTION OF STD. VDOT
S ARDNDRAMP
EXISTING SANITARY SEWER
- s - s - s -
AN CONSTRUCTION
PARKING INDICATOR
2
PROPOSED SANITARY SEWER
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
PROPERTY LINE
BENCHMARK
EASEMENT LINE
CRITICAL SLOPE
CENTERLINE
SLOPES TO BE SEEDED, MULCHED & TACKED
LIMITS OF CLEARING AND/OR GRADING
■■■■■Monosson
VEHICLES PER DAY COUNT
1,234 VPD
EXISTING SPOT ELEVATION
+12.0
PROPOSED SPOT ELEVATION
+12.0
PROPOSED STREET NAME SIGN
�-
EXISTING SIGN
EXISTING TREE
EX. 15' OAK
PROPOSED SIGN
-�
SANITARY MANHOLE IDENTIFIER
O
PROPOSED TREE
OAK
18
O
STORM DRAIN STRUCTURE IDENTIFIER
APPROVED
by the Albemarle County
Community Development Department
Date July 8, 2021
File # SDP202100046
Application Type Initial Site Plan
Lead Reviewer: Cameron Langille
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.
UTILITIES & DRAINAGE SYSTEMS
UTILITIES
1. ANY DAMAGE TO EXISTING UTILITIES CAUSED BY CONTRACTOR OR ITS SUBCONTRACTORS SHALL BE
CONTRACTOR'S 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 UTILITIES,
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 BYTHE RESPECTIVE UTILITY COMPANYAND/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.
A
U
_m
� N
cn o
` -rn
Ov z z.V
O �. LO(D JYj c
J
J 2
0c)
CU5
x
a Wow o
OUQ¢
J ZQ v
Z
Cc
Cc
°> o
W o
Wz
ry^j 0- Z CP
0-CP
N
I'1�l / o N N w
Q ¢
O
Urn J Uj d
J
0 a6w
C i./ O
W `)
rn
Si V
a
r�
U I��.Z1 y
Ji y L. Taggart
LIC. No.
22841 `v4
A �
�o��&Sr ONAL %*G�Sl
Q
fr z
W
I- >
z LLI
U00mQ
J T
,Z( w m
a. z cy) o E
W�NMz x
(fl�Z
(A� Qo 04
J O
QU 1 o
1- W O _J
Z Ir z U
W o Q J
Q 0 a
W a °� IW-
0
(7
W Q
m 0
Fr
z
0
a
U
W
0
0
y
z
O
~
P4
z
�
z
0
�
a
z
�
�
U
W
Q
J
a
a
W
z
a
N
Qa
0
z
DESIGNED BY:
MSK
DRAWN BY:
MSK
'CHECKED BY:
JLT
DATE;
02 17 2021
SCALE:
1" = 1000'
JOB:
20.2102
SHEET:
1 OF 7
STORM DRAIN
EASEMENT
773 PG 120
J�
I
___ ---------------------------------------------------------------
---
I
I
-----------------------____ EX 20' ACSA SANITARY
--- -- ------ SEWER EASEMENT
- ----------- -----
______________v----_ ______
m
/j
----- --------- - ---------------------------
�X. STORM WATER BMP ``--'---
FACILITY EASEMENT
D.B. 3351 PG. 424 476----------
474 ------ `-\\ \
----------------------
TMP 62A3-1 B
N/F BELVEDERE LAND HOLDINGS LLC
ZONING: NMD
USE: VACANT
-----------
-------------
-----------------
---------------------- AZd----- --
EXISTING BIORETENTION
FACILITY
ii
i v
______________________________ --------- 4-A-_____—i___
DRAIN EASEMENT
773_P_�_12-0------- -----------------------------------------
-- — — — — — — — — —----------------------------------- —�7A -
EX JO" RCP
-- ----- ---- - ---------------------------------- 4-74
SCALE 1"=20'
20 0 20 40
SCALE IN FEET
--------------------------------------------------
---------------�-----,
`"'q-h=t.r
EX J /
�EX.20'ACSA
-- -
- -- ------------------------------
--------------------------- - -
�t1ST1Nf-TR -- ----- j
SANITARY SEWER
-
---------------------- r ` PROPOSED SANITARY SEWER r�
s
EASEMENT
_--------------
________________________---------
_----------
__-------- _____ ___ _______
_ _______ _________________________ CONNECTION POINT ___&$0.>�
-
D.B. 3532 PG. 603
_ __ ________
_______
__
._ n
i g, .
ND
-----
__
-.
-;
_v
_ _
__
_
-
-
------
I
-
✓
END OF
EXISTING
..�.'.
ROAD
EXISTING PARKING LO7
_
I
SOIL TYPE
Ex.
RB
-
®
(TYP.)
-
-
LW.. SIDEWALK
® EX
LAMP
_- -----
, --- -- -- ----- --f® EX
®
--
___ ---- — ---
o
9
X
--X __ ___x___
-
___x___ ______ X
x
— —
- - -
m
P
4sz
------------
-
4 i 3
E 60. 0
®
PROPOSED STORM SEWER
�- -
e
CONNECTION POINT
\,
—
— 10' SBL
-- _ -
\`
I
EXISTING TREES (TYP.)
= -
®
--494- ---------
-----
II zV
1 -
__ __ _ _ --- _ -___---
-
- �492.;
SOILS LINE
I �
__ _- ____ -
`
I
TMP 62A3-1 B 1
>v
N/F BELVEDER_ E LAND
I
TMP 62A3 1A
EX WELL
®
TO
o
HOLDINGS LLC-----_------
N/F SOCCER ORGANIZATION OF
REMAIN
I o
ZONING: NMD-------
CHARLOTTESVILLE AREA INC
o ,
Cn
USE: VACANT 4g4
ti
ZONING: NMD
USE: INDOOR SOCCER FIELD
e°j >
EX TEMP
®ELECTRIC
(TBR)
TMP 62A3- 1 B
--
--496--------
----
--
--------
m
N/F BELVEDERE LAND
HOLDINGS LLC
I
ZONING: NMD
N
Icnm
m
USE. VACANT
N43'53'59"E 121.04'
m
_ _ _ _ _
5' SBL
— qs
_ --496 I
inl > / \
' --- 9
TMP 62A3-1 B -----
N/F BELVEDERE LAND I w m .. /
96 HOLDINGS LLC
ZONING: NMD
PROPOSED WATER
i-------- LINE CONNECTION
----------- POINT
i � EX 8"" PLkJG` X. 8'
J II
Ilk \ > I TARO/l7_OA/ /C A/CIA/
U o
m
w
5
� o
-rn
O Z z UU N
(a �Ya
tf)J
>
V1 Frn maw O
T Qyi OU ¢> m
"0 d Z = w Q 0 OU w0
WOQ �¢ Ir
12 v O
ZIr
O
(A > o
n � N
w
W N w
Q� z
J > O
U w w a
J
} co >
_ oz w
O
00 0
Fil w
to Q
rn=
rn O
z
O
a
u
U
0
w
a
0
Z O
0
z
z �
O
O
z
0
w
o u
J
d
d
w
z
a
w ry
o�
0
o ri
2- ---LL
DESIGNED BY:l MSK
DRAWN BY: I MSK
CHECKED BY: I JLT
roo""r
SPH aF�% 9
Jimmy Taggart
Lic. No.
22841 �v4
SSIONAL "Litt}4,
Q
z
w
> M
w W T - a
U Jm< z
z 0 Lu E-
Q Q [rm
�zcy) a-o 0
�Q(y)
W c\IQ�
(0cy)z z
cl)� 0 E-
JO ��o m
QU Q xo w
< -
�w LL
o U)
z Lu o 0 _w�aJ °C a-
Q a
FE
W a_ w �
J U) w
q
W Q
m o
DATE:
0217 2021
SCALE:
1 "=20'
JOB:
20.2102
SHEET:
2 OF 7
F/
94
20
TMP 62A3-1B
N/F BELVEDERE LAND HOLDINGS LLC
ZONING: NMD
USE: VACANT
SCALE 1"=20'
0 20
SCALE IN FEET
EN
J47
I
b
I
I
I
M SIDEWALK 4
0M
X
0
_
I
�;
9' � Z^
Z V/
N43°5359"E 60.50
<n
0 D
10° SBL
I
I �
LANDSCAPING (TYP)
I
m
O
Xm
m9
1
c
v9
v Z
I�N
G)o
D9.
EX. WELL
I
TMP 62A3- 1 B 1
TMP 62A3- IA
TO REMAIN
W
N/F BELVEDERE LAND
I
>'
z
N/F SOCCER ORGANIZATION OF
�=
®
1
LQ
HOLDINGS LLC
ZONING: NMD
I
.,
O
g
I
CHARLOTTESVILLE AREA INC
Q
b
'"
'
ZONING: NMD
1n
1
1
USE: VACANT
m
z
USE INDOOR SOCCER FIELD
J
i0
I\
PR
P.
PICKLEBALL
COURT
88C
SF
m
O'.':
O
In1:
z
rFl:';
0,
TMP 62A3- 1 B
SITE LOT COVERAGE:
�!M.:,':.;...
.'''.
1
N/F BELVEDERE LAND
.
18.5
IMPERVIOUS AREA: 0.12 AC
I
A' .':,':
', .I �...',.:.
�':'0;
; .
I
HOLDINGS LLC
ZONING: NMD
I
GRASS MANAGED TURF/OPEN SPACE: 0.30 AC
�.'.��.':
';.;
�
I
.H)' .
TOTAL LOT AREA: 0.42 AC
, . ; ;d
USE: VACANT
N43°53'59'E 121.04'
L—
-
m .
' :
O
— — — — — —
5° SBL
'.''.:':
'.
0 �>
LANDSCAPING (TYP) NEW PARCEL 'A'
9
(FORMERLY NON-CONTIGUOUS
z
PORTION OF TMP 62A3-1B)
J
�_
Z. L7
I
TMP 62G-01-A
N/F BELVEDERE NEIGHBORHOOD
ASSOCIATION INC
ZONING: NMD
USE. OPEN SPACE
TYP. PROP COMMUNITY CENTER FOOTPRINT
SCALE: 1" = 10'
-- ----
I
EXPECTED
INTERIOR
FOOTER (TYP.) I
I
EXTERIOR -
BUILDING
WALL (TYP.)
EXPECTED
ROOFLINE
(TYP.)
z
v
SCALE: 1" = 40'
OFFSITE POLE NOTED IN
TOPOGRAPHY SURVEY AS POINT
1971, ELEVATION 468.43 NAVD 88
TMP 6Z4J-18
N/F BELVEDERE LAND HOLDINGS LLC
ZONING: NMD
USE: VACANT
A A ,
4 p
v
,79)
eM��L�o BENCHMARK
O�F
c
BELVEDERE BLVD.
— — — — — — — TMP 820-01-A — —
N/F BELVEDERE NEIGHBORHOOD
ASSOCA7/0N INC
ZONING: NMD
USE OPEN SPACE
TMP 62AJ-iB
N/F BELVEDERE (AND
HOLDINGS LLC
ZONING. NMD
USE: VACANT
111P 62G-07-BN/F NEW
BELVEDERE INC
ZONING, NMD
USE OPEN SPACE
A
U 6
m
W
U o
-rn
O Z z UU N
(O �Ya 2
J
>
H 0)) 2<L O
0
T Qyyi OU ¢U m
"o D_ Z x " a
OU) w0 0
W UQ �¢ ii
12 v U
z0
0
C7 ° —> o
n � N
x w(
v1 0 Z
N
W N W
QO z
J > O
U Lu w a
J
} u) >
W
O l
�/ OU 0
Fil W Q
�a
IE
rn U
z
0
K
U
w
0
F-
0
zo
O z
z
z
z �
O
O
z
O
0 Q
o U
J
d
d
w
z
a
W N
0 0
CD
O 4
DESIGNED BY: MSK
DRAWN BY: MSK
CHECKED BY IJLT
��o���PLD
O � c �)7aJimmy.0�0��33
Ir Z_
w
z w
w00m-J
U J Q
T
Q U UJ m
J— a- aQ
�zr, ,o a
DQ(y)>
W�(0MZ �
JO ��o
QU Q x~
L < I~
~ w O J v�
zw o C)o
J
o �rr
w a �w
> U)
J
w Q
m o
DATE:
0217 2021
SCALE:
AS SHOWN
JOB:
20.2102
SHEET:
3 OF 7
EX 20' ACSA SANITARY
SEWER EASEMENT
D.B. 3532 PG. 603
------------------------------
X. STORM WATER BMP
FACILITY EASEMENT
D.B. 3351 PG. 424
TMP 62A3-1 B
N/F BELVEDERE LAND HOLDINGS LLC
ZONING: NMD
USE: VACANT
IEX.-STORM DRAIN EASEMENT
-------------------------- - DB 3773 PG 120---------------------------
---------------------------------------------------------------------------------
N�VARIABLE WIDTH WELL EASEMENT �i//! % � s— ________ ___ „ HnP
1
1
X
1
TO EXISTING
rS.W
1
' f
1 I I
I I 1
I I I
I 1 I
I 1
1
-__-_--____-�
�pRM
� ,� PRIN pTE
NEW 2pEF5EMEN�
TMP 62G-01—A
N/F BELVEDERE NEIGHBORHOOD
ASSOCIATION INC
ZONING: NMD
USE. OPEN SPACE
a
I
I
�X MH
gip= 4M�6
IPJ= A`.20
476.20 zu:'
-OUT-
'
�.00 I�
I EX I � EX. 20' ACSA
I � SANITARY SEWER
' EASEMENT I
D.B. 3532 PG. 603
TEMPORARY CONSTRUCTION AND
GRADING EASEMENT
D.B. 3543 PG. 225
TMP 62A3-13
N/F BELVEDERE LAND
HOLDINGS LLC
ZONING: NMD
USE. VACANT
I
\ I
\ �I
\ I
SCALE 1"=20'
20 0 20 40
SCALE IN FEET
Sanitary Sewer Schedule
Date:
4/28/2021
Belvedere Community Center
Pipe
Prop. Gd.
Exposed
Center
Manhole Top Inv. In.
Inv. Out
Length
Slope
Size Station
MH Depti1 Elev.
Rim (ft.)
Length
A 495.70 490.20
490.00
84.4
-6.16%
10+00
6
5.70 495.70
0.00
88.40
B 490.10 485.20
485.00
10+88
5.10 490.10
0.00
82.1
-11.21%
8
86.09
EX 481.50 476.20
476.00
11+74
5.50 481.50
0.00
EASEMENT HATCH LEGEND
WELL EASEMENT
PRIVATE DRAINAGE
EASEMENT
PRIVATE SANITARY
EASEMENT
ACSA SEWER
EASEMENT
PROP. WATERLINE CONNECTION
SCALE: 1" = 10'
EX. 8" LINE TO
BE REDUCED TO
SPRINKLER
SERVICE LINE AS
NEEDED OR
CAPPED BEHIND
SIDEWALK
a
P
V
P
v
P4 EX. 8" PLUG
CAP IF NEEDED
P
PROP: 8" 1
8" DIP , SERVICE' .
P
zU 6
w
0 0
-rn
O Z z C07 N
(a 2
J
>
H 0 T 2 Q w O
Q � J =
Qyi 0U ¢U m
"0 (LZ = w a
O to w 0 0
W UQ �¢
JZ v0
Z�
¢_
v) > o
n � N
W CS
v1 0 Z
N
W N W
Q� 0
J >
U Lu w w a
J
} co >
_ oz w
O
00 0
Fil w
�a
rn=
rn 0
z
0
a
U
U
w
0
H
0
z
0
Z
Z
O 0
�Z
U
ut H
0 U
J
d
d
W
a
ti
w ^I
a �
0 T
0
04
DESIGNED BY:1 MSK
DRAWN BY: I MSK
CHECKED BY: I JLT
4sPLTH OF
�)7 9
Jimmy L. Taggart
Lic. No.
22841 �v4
3SIONAL V"iGt}4,
I L z
W
I— >
z w
LIJ 00 m _j
U J Q
T
Q Ir wm
Q
[r J
d d
a- zcy, o z
=) < (y)
W��Mz
A Q a
Co E
a0 a
QO Q xo_ �
LL
W O J
z L o C)
Ir J
m a_ Q
W a_ 06w
J
W
Q
m 0
DATE:
0217 2021
SCALE:
1 "=20'
JOB:
20.2102
SHEET:
5 OF 7
CC•,2 NOTE' COMPONENTS CF CURB RAMPS CONSIST OF THE FOLLOWING,
HYDRAULIC CEMENT SIDEWALK (DEPTH N NCHES.MEA N SOLME YAMS,
GENERAL NOTES: CURBETABLE w�ING SURFAC€R<ARe: IN LINEAR YAMOSl
1. THE DETECTABLE WARNING SHALL HE PROVIDED BY TRUNCATED DOWES. EACH OF THE ABOVE ITEMS 15 A SEPARATE PAY ITEM AND SHOULD
BE SWWNZED FOR EACH CURB CUT RAMP
2-ALL DETECTABLE WARNING SURFACE PRODUCTS SHALL MEET THE REQUIREMENTS SURINALK
OF SECTION 504 or THE SPECFICA7101O FOR CG-13 DETECTABLE WMINNG SURFACE AB,I 4AI RAM 130 MAX
DETECTABLE WARNING SUACE PRODUCTS USED SHALL BE FROM THE MATERIALS
APPROVED PRODUCT LIST NUMBER 72.
3. SLOPING SUES OF CURB RAMP MAY BE POURED WONOLITHICILLY WITH RAMP
FLOOR OR BY USING PERMISSIBLE CONSTRUC710H •DINT WIrH REQUIRED BARS- Z
4. REQUIRED BARS ME TO BE NO.5 X 8-PLACED TOENTER TO CENTER ALONG
BOTH SIDES OF THERAP FLOOR. WO-DEPIH OF RAMP FLOOR. MNMUM-7;
CONCRETE COVER Hi'- TO, BMX
5- ROADWAY CURB A CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB TYPE A
RAMPS ARE INCLUDED IN PAYMENT FOR CURS J CURB AND CUTTER, PERPENDICULAR
S. CURB RAMPS ARE REQUIRED FOR SDEWALKS AND SHAPED USE PATHS. THE WIDTH OF
THE CURB RAMP SHALL MATCH SIOEWALN WIDTH. MEN CURB RAMPS ARE USED N
CON.RACTION WITH A SHAPED USE PAT", THE MINIMUM WIDTH SHALL BE THE WIDTH
O THE SHARED USE PATH. TMet
7, DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH OF 11E =TYPE
12.1 UAX
CURB RAMP LANC FLOOR. fND WITHINR- CURB RAMPS WILL BE INSTALLED ALOCATED WITHPEDESTRIAN CROSSWALKSMPt3-I YAAS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. CURB RAS SHOULDNOT BE LOCATED BEH■ND VEHICLE STOP LINES. LIGHT POLES. FIRE HYDRANTS. DROP
NLETS.ETC. B
9. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT PARALLEL
THE
CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND
THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS .iNf+ '4".v; ',,•9
PERPENDICULAR TO THE CURB.
10. DETECTABLE WARNING SURFACE PANELS SHALL BE INSTALLED FLUSH WITH ;_�%PEI
TIE BACK OF CURB.11, WHERE CURB RAPS INTERSECT A RADIAL SECTION OF CURB AT ENTRES OR STREET CONNECTIONS THE DETECTABLE WARNING SURFACE SHALL HAVEA FACTORY RADIOS OR BE FIELD-MODIFED AS RECOMMENDED BY THE
MANUFACTURER 70 MATCH THE BACK OF CURB -SEE CG•12•NS PAGES 204.06
AD 204.07 FOR METHODS Oi INSTALLNG DETEC7ABLE WARMIGS ON ARADIUS. 4-M,3" AVEIN ME TWIN
Of SAME AS
AT X DK ,SAYE AS TOP K CURB
TYPE C
PARALLEL & PERPENDICULAR
TRUNCATED DOME
IA"•2.4- C•C
0
Io 0 0 0 O O
L �o Doo OD0000D
u- D O D OO O O O 0 0 0 0 -TF
LANDING RAMP + u 0 00 000 00 000 000 O p
a O O O D O 0 0 0 0 0 0 0 0 0 0
o D D D o o D o D o 0 0 o D D
m� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
%A-W 00 BASE N1 TER O O O O O O O O O 0 0 0 0 0 0
OETECTASLE WARMING -I
AT KNOT OF CH}Rg "-t+" I VARIABLE FULL WIDTH OF RAMP FLOOR 'l
SEE NOTE n. SE DIAHMEICR PAY LIMIS -1
DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING
INSTALLED ON A RAOIU5 DETAIL DETAIL
1VD0T A COPY OF THE 01 SEALED AND SIGNED DRAWNG IS ON FILE N THE CENTRAL OFFICE. SPECIFICATION
ROAD AND BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE REFERENCE
SHEET I OF 5 REVISION DATE (GENERAL NOTES) Im
$02
204 DI 04/A VRFANA DEPMITAENI OF TRANSPORTATION 504
MIA ROAD F. RRIDT;F STANDARDS
01-3A, 38. 3C EXPANSION KEYED
FOR METALS O INLET JOINT COAST. 111AR
MOACH
EXPANSION JOINT 3'`q" FRAME 6 LOVER BACK OF $IOEWAN x JOINT
SEE STANDARD IC 2. t GuNMpEup
BARS G 4- 2" 1m� q�TTE2BM C 2SUBBASE ARS F 1 I �Sri/ROYH
1 WEEP HOLE
„G pSEE NOTE a
b 11 II F (BAR A NOTE 5
4 II B' D CUTTER FACIE
CURB a' 6„
CR N CONTROL JOINT CRACK CONTROL JOINT
2' -0..
51 MIN, PLAN SECTION A -A
MAX.
IAA 10 MA%. KEYED COHST. JOINT
L-VARIABLE - MAX. 20' r
WARPED
2•_p,� g. 2,_8�. B B.. 3.-0.. 2" COTTER
APPROACH
IRS A GVTTCR
• m ,
B J a
BAR5 F BARS E I�B N m °
1 #3" DIAMETER DABS E
WEEP HOLE FRONT ELEVATION BARB F B- T-8'• a" BARS B
IGUT7ER REMOVED) yA„ 3•-0'
5X1/( WENT PLATE SECTION B-B
,ay N
/!, R
TYPE A NOSE DETAL SHALL HE USED WITH CG-3 W CGJ STANDARDS. ��;'� L2VQi1/YY"X1/4'
GAL VANI2FD
TYPE D NOSE DETAIL SFMLL BE USED WITH CC -2 & CG-B STANDNROS. TYPE A TYPE B K/r' X V' STUD SHEAR CONNECTOR WELDED
GALVA4ZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 98. 30' 10 ANGLE IRON AT 2-C-C.
CONNECTORS AND IS 70 BE ANCHORED WITH V2'• X 4" STUD SHEAR NOSE DETAILS
WELDED TO SENT PLATE AT 2-C-C.
j
PAVEMENT
DI-jA L O->e L p-SC L RPED PAVEMENT
FLOW ' x FLU I FLOW 1-p•.
1 1 I DETAIL WHEN USED
FOR USE A GRADES ADJACENT TO CURB
FOR USE N SAGS WITHOUT GUTTER
BOTH SUES TO BE SYMMETFII
\vCKDT STANDARD CURB DROP INLET SPECIFICATION
ROAD AND BRIDGE STMOAROS REFERENCE
SHEET I OF 2 NEVISNkN GATE 12" - 30" PIPE: MAXIMUM DEPTH (H) R 8' 233
U4.09 U8110 VIRGNA DEPARTMENT OF TRANSPORTATION 302
2016 ROAD & BRIDGE STANDARDS
TABLE OF QUANTITIES
SEE 5TANDARAD SL-1FOR APPLICABILITY OF SAFETY SLABS. B
STANDARD MFI
ROTE:
{
FRANC &COVER
THE TOP OF MASONRY IS TO HE LEFT
SUFFICIENTLY LOW TO PERMIT PROPER
L
ADJUSTMENT OF COVER AND FRAME TO
GRADE BY THE USE OF MORTAR OR
i.
BRICK AS DIRECTED BY THE ENGILER_
i j..
2'-0"
W
ZV
x
w"
Q.. M
b
,•�:,
ua
N
FLAT SLAP TOP AS DETAILED
ON STANDARD T-MIT-2 MAY BY
I
SUBSTITUTED FOR TAPERED
O
SECTION WHEN APPROVED BY
THE ENGINEER.
v
STD. ST-1
:'••:• :'•.:f•.:'••:'•.:.• 4
DIAMETER = A'•8"• 12 . WALL TNCKHE551 - m
SECTION B-B
BRICK CONCRETE OR
CONCRETE BLOCK
45'
HALF PLAN VIEW
B
HALF SECTION A -A
(MTN FRANC AND COVER REMOVED,
BRICK CONCRETE
NOTES
1. QUANTITIES SHOWN ME FOR MANHOLE
WITHOUT APES, THE AMOUNT DISPLACED
BY PIPES MUST BE DEDUCTED TO
TABLE OF OUMHDES
DEPTH
BRICK MANHOLE
CONCRETE
ARMHOLE
BRICK
CONCRETE
CONCRETE
FEET
THOUSANDS
Cu. YARDS
CU.YARDS
a
0.5
D785
Lai]
5
C.7
0-785
1.699
6
0.9
0-785
1.961
7
1.0
0.785
2R23
B
1.2
M85
2.485
9
1.4
0.785
2.747
D
L6
0.785
3.D09
11
1.9
0.970
3.455
12
2.2
0.970
3.817
2.5
0.970
4.179
2.8
0.970
4.541
31
0.970
4.903
1"W1118ILT
34
0.970
5.255
4A)
1.173
5.032
0.45
0.582
OBTAIN TRUE OIlMI17ES.
2. A BASE THICKNESS OF 9" WAS USED IN
COMPUTING CONCRETE OVANTITES.
3, INCREMENTS TO BE ADDED FOR EACH
ADDITIONAL FOOT Or DEPTH.
4. MATERIALS MAY BE BRICK, CONCRETE OR
APPROVED CONCRETE MANHOLE BLOCK.
5. F BLOCKS ARE USED THE MINIMUM
1xCKNESS OF SALE IS TO BE 5•'.
OTHER INCKNESSES ARE TO CONFORM
l0 WALL THICKNESS SHOWN FOR
CONCRETE.
S. ALL CONCETE TO ENE CLASS A3.
7. MEN SPECIFIED ON PLANS THE
MAER7 IS IV BE SHAPED IN
ACCORDANCE
EA FE TCOST OF AND IS-1.
ALL WYEF44SWVCNTAL TO THE
SHAPING 4 70 EE INCLUDED IN THE M
MICE FOR THE STRUCTURE,
s'EGICAIIU\
REFERENCE MANHOLE FOR 12" - 48" PIPE CULVERTS ROAD AND BRIDGE STANDARDS
M2 VIRGINIA DEPARTMENT OF TRANSPiDRTATgN REVISION DATE BEET 1 LF 3
04Iz0 106.01
MH-1 T.9F'i DIAL
THE LETTERS VDA.T. APE OPTIONAL
P USED THE LETTERS ARE TO HE
CAST IN THE DEPRESSION N TOP OF
COVER F WIDE RASED % HIGH AS
Hi' SHOWN
-
I
FINISH!
t Alf
OWNSION�
N y4" A
SECTION A -A
11
A
LE T I ERNG
OPTIONAL
AND COVER SHALL BE
rOR TRAFFIC CONITION&
MOXNATE WEIGHT
CAST IRON
E 239 i 12 LBS,
ER 137 ! 7 LBS.
TOP
A A I
SECTION B-B BOTTOM
NV0137 A COPY Di THE ORII :EKED AND SIGNED DRAWING B ON FILE N THE CENTRAL OFFICE. SPEOFICAIION
Row AND BRIDGE STANDARDS STANDARD MANHOLE FRAME AND COVER REFERENCE
SHEET 3 OF 3 RE v151ON DATE 22a
04/2O VRONA DEPARTMENT OF TRANSPORTATION 302
106 OI
.
DH3AG 38. X
TYPE
L
AREA OF
SLOT
REINFORCING STEEL
Coweto
BARS A
BARS B
BMS C
BARS
D
BARS
E
BARS F
I
S G
WEIGHT
FA
Sq. Ft.
Ca YQN.
No.1
Lh. Ft.
Ne.
L'n. Ft. #'
No.
Lin, Ft. M
No.
Lt., FS
No.
Lin. FIR.♦
No.
Cn. 1I
No.
Lin, 111
LOP.
DI-3A
-
IJ
-
-
-
-
1
'-r'
3
3'-2"
-
-
-
a
-
L
5
T-e"
2
3
Y-2"
4
-"
3
v-6"
4
-
6'
.75
3.0
5
3'-8"
8
- -
,-7'
3
Y-2"
4
•-6"
3
1'-B"
4
-
W
a'
3.67
3.46
5
5'-B"
O
•_ _
'-r'
3
3'-2"
4
3
1'-6"
4
-
T
DI-39
1'
C
5
7'-8"
14
V-T' to 6'-%T
-
3
3'-2"
4
7-
3
1'-&-
4
-
4
12,
111
4.34
5
B'-B'•
18
'-7'
,-7'
3
3'-2"
4
1T-6"
3
THP.
4
-
1
w
s.b
a.7e
5
rr-6"
z2
- -
.•r'
s
3.-2•'
A
n'- '•
3
T-6"
4
-
16'
7 33
5.
5
1 I.-8"
28
'-7'
3
,-7'
3
3'-2"
4
1 '- .
3
VHTFF
4
-
A
IS
5. 5
5.66
5
15'-8"
30
- -
3
•-7'
S
3'-T'
4
15--6-
3
T-6"
4
-
1
0'
9.T7
&09
5
77'-6"
34
'-7"
3
'-r'
3
Y-2"
4
17'-6"
3
T'-6"
4
438
6•
275
3 at
10
1-9°
4
8'-T' to &-10'
s
'-T
3
3'-T'
a
1'-g'
a
1..&.
2
-
W
a•
3.67
145
10
2'-9"
B
'-7' '- '
5
'-T
S
3'-T'
'-9"
6
1'�"
2
-
t
10,
4.58
3.a9
10
3'-W'
12
B'-T' to &-10•'
S
1.7"
3
3'-2'
•-B'
6
T'-B"
2
-
1 '
S 50
a 33
ID
4'-9"
TB
'-7• '- ,
s
•-T
S
3'-2"
a
a'-9'
8
rs^
2
-
DI -SC
14'
B.a2
L.77
10
5'-9"
20
&-T' to &-10"
5
•-T
S
3'-z"
6
s'-9'
8
V-8"
2
16.
7.33
521
D
B'-W'
24
'-7` - ,
5
'•r'
S
3'-2"
B
W-
6
T'-B"
2
-
f
18'
825
5.65
10
T-W
28
B'-T' tR &-10V
5
'-7'
S
3'-2"
It
7-B"
8
1'�"
2
-
302 1
2(F
9.17
6.09
10
O.-W.
32
'-7-
5
'-7'
3
3'-T'
B
&-&1
6
1'�"
2
439
NOTES
I. DEPTH OF INLET (HD TO HE SHOWN ON PLANS.
7,
04 X B" SMOOTH DOWELS AT APPROXIMATELY
15.
THIS AREA MAY BE EARTHEN, IN WHICH CASE
IT' C-C TO BE PLACED IN ALL AREAS ADJACENT
THE EXPANSION JOINTS WILL APPLY ONLY TO
2. THE "H" DIMENSION SHOWN ON THE STANDARDS
TO ABUTTING CONCRETE TO PREVENT
CURB AND GUTTER.
AND SPECIFIED ON THE PLANS WILL BE
SETTLEMENT.
MEASURED FROM THE INVERT OF THE OUTFALL
15.
CONCRETE QUANTITIES SHOWN ME FOR DEPTH
PIPE TO THE TOP OF THE STRUCTURE.
B.
3" DIAMETER WEEP HOLE TO BE LOCATED TO
IN) OF 5'-2" WITHOUT PIPES, THE AMOUNT
PLAN "H" DI6ENSIONS ARE APPRO)WATE ONLY
DRAIN SUBBASE MATERIAL. WEEP IDOL WITH
DISPLACED BY PIPES MIST BE DEDUCTED TO
FOR ESTIMATING PURPOSES AND THE ACTUAL
IIPLASTIC HARDWARE CLOTH I f' MESH
OBTAN TRUE QUANTITIES. FOR INLETS OF
DIMENSIONS SHALL BE DETERMINED BY THE
DR GALVANIZED STEEL WIFE, WAIL) WEE
DIFFERENT DEPTHS AID OR SUBTRACT 0.32
CONTRACTOR FROM FELD CONDITIONS.
DIAMETER 0.0311, NUMBER 4 MESH HARDWARE
CUBIC YARDS OF CONCRETE FOR EACH FOOT
CLOTH ANCHORED FIRMLY TO THE OUTSIDE
O DEPTH.
3. WHEN SPECIFIED ON THE PLANS THE INVERT IS
OF THE STRUCTURE.
TO BE SHAPED N ACCORDANCE WITH STANDARD
17.
LENGTH OF ANGLE IRON AS SHOWN ON SHEET 1
IS - THE COST C FU RNISHNG ANPLACING ALL
A
ALL REINFORCING STEEL SHALL HAVE A MN,
O 2 IS TO BE L +18" AT 4.10 LBS./FT..
MATERIALS INCIDENTAL TO THE SHAPING IS TO BE
COVER OF 2".
INCLUDED IN THE BID PRICE FOR THE STRUCTURE.
18.
M DENOTES LENGTH OF ONE (1) BAR.
10.
ALL REINFORCING STEEL TO BE CUT CLEAR OF
IN THE EVENT THE INVERT OF THE OITFALL
ALL OPENINGS BY 2".
19.
ALL REINFORCING BARS TO BEA5.
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 IN 4'-0" MEDIAN, BACK OF
SHALL BE SHAPED WITH CEMENT MORTAR TO
(3000 PS), PRECAST CONCRETE B TO BE
INLET 15 TO BE SHAPED TO CONFORM TO
PREVENT STANDING OR PONDNG OF WATER
4000 PSL
PROPOSED CURB.
IN THE STRUCTURE. THE COST OF FURNISHING
AND MATERIALS INCIDENTAL 7
ALL ER DI AL 0
12.
LENGTH F T M N EVERY
LEND 0 SILO L WILL. EYE CASE, BE
SHAPING CL
THE :RAPING IS TO BE INCLUDED N THE BID
SHOWN ON PLANS,
PRICE FOR THE STRUCTURE,
13.
IF INLET IS CONSTRUCTED IN MEDIAN OR
5. STEPS ARE r0 PROVIDED WHEN H 4•-0"
WITH INTEGRAL
AL CURB. CUTTER IS TO BE
OR GREATER. FORR DETAILS DARD ST-1,
LS SEE STAN
OMITTED ISEE DETAIL).
B. THIS ITEM MAY BE PRECAST OR CAST-N-PLACE.
It.
STANDARD KEYS MAY BE CONSTRUCTED WITH
CONCRETE BLOCKS IN ACCORDANCE WITH THE
DETAILS SHOWN ON STANDARD DRAWING DI -APB.
REFERENCE- STANDARD CURB DROP INLET
ROAD AND BRIDGE $7MOMD$
233 1211 - 3011 PIPE: MAXIMUM DEPTH (H) - 8' REVISION DATE $HEFT 2 OF 2
302 VRGINIA DEPARTMENT OF TRMSPORTAMN
10t.IO
2016 ROAD & BRIDGE STANDARDS
MANHOLE FRANC & COVER
FORM BASE FOR
GO- BEND
SrD. F&C-1 CR WF&C-1
r;i
GROUT IN PLACE
A
24"
N -I
NOTES:
1
N
f
FOR DIMENSIONS NOT
'
SHOWN SEE VDOT SrD.
•-
B-1, B-2 & R-1 -
i,:
FLAT SLAB TOP
CONCRETE ENCASEMENT
MANHOLE FRAME & COVER
STANDARD T-MH-2
TO EXTEND TO LIMITS
STANDARD F&C-1 OR
OF EXCAVATION
WF&C-1.GROUT N PLACE
DIA OF
CONCRETE ADJUSTMENT
<
DROP PIPE
RING OR BRICK COLLAR
a" 14" a"
D-1
0-2
AS REQUIRED
-
q^
g,.
CCENTRIC
UNIT
12"
IV
TD.7-MN-2
N
15"
II"
RED'D WHEN D Is
RISER UNIT
STD R-1
1B"
15•'
u
GREATER THAN 4'-0"
PLUG LIFT HOLES
24" &
18"
RISER UNIT
=
WITH RUBBER
ABOVE
0-RING JOINTS
.5T'D. R-2, R-3
STOPPER AND
RAS7M C-4431
4MHO B0.SE
MORTAR
13
STD. Bd-j/
OR B-2
STEPS 12" TO 16"
O.C. STANDARD ST-1
STANDARD LSA
A3 CONCRETE
IG SHAP
B
-TOP OF SHAPING
PIPE MATERIALS TO MATCI
MINI LINE (D.I., CJ., OR PVC, ETC.1�
11
M1I_
B
A K L''/
FLEXIBLE CONNECTOR
CAST NON OW BENI
SEE
SHEET 2 OF 2
BASE STANDARD 9-1 OR 6-2
SMH-1
4A
J
SECTION B-B
DAM Y2 D-I
r DIAMETER MAX_
TEE/
PRECAST CONCRETE MANHOLE
NOTES: (FOR 0-2 OF 12' & LESS)
36
L WHEN HEIGHT H EXCEEDS LTA AMIIWA NOMINAL DIAMETER OF D OF
711E BASE UNIT SHILL BE 5• IT R A SECTION HALL OF (FOR D-2 OF IS•' & 18'7
6-AND A B TOP STANDARD
RISENDAR UNIT -2 HA R-3 SHALL A REQUIRED.
2. pATSH� SHALLOW
ES. r-w-z s1w.L ONLY BE ALLOWED SECTION A -A
3- STEPS SHALL BE ENCASED N CORROSION FEWTANT
RUBBER OR OTHER MATERIAL APPROVED BY THE ENGINEER. SANITARY DROP CONNECTION
4. STEPS SHALL BE OMITTED MEN SPECIFIED N THE PLATS.
5. SEE STANDARD SHEET NUMBER 08.07, VOLUME 1, FOR ADDITIONAL MANHOLE
DETAILS.
SPECIFICATIONNYOUT
REFERENCE SANITARY SEWER MANHOLE ROAD AND BRIDGE STANDARDS
REVISION DATE SHEET 1 Of 2
YRp14A DLPARTMENT OF TRANSPORTATION
uH.01
2016 ROAD & BRIDGE STANDARDS
4%„ DORM WF&C-1
CAST IRON COVER MARKED
F&C-1
HOLES C 90'
"WATER"
AvPWLEsOAA
BE BE
j
t
N OT1G'OPPENNING)'/2'
STAINLESS STEEL BOLTS L4 REOIRE01CTOP30'
APPROXIMATE WEIGHTS 1= 2
APPRCASTIRON
FRAME 220+ NLOS.
SECTION A -A FRAME 239 t 12 LDS.
TOP
COVER 2604 MOS, KR
COVER 137 + 7 LBS.
8^
TOTAL 4802 24LBS. 24"
COVER I �"
- -
Y4"
SECTION BE - BE
FRAME
Y411
SLOT
ROUND NEOPRENE GASKET GLUED TO
FRAME (SOLVENT - WELD GLUE SHALL
DEVELOP FULL STRENGTH OF GASKET)
SLOT
ZI
p
q Q
O
/2- STARLESS STEEL BOLTS
rN
14 RECLINED)
SECTION CC - CC
e
1-7 n
1'•9
- n
BOTTOM
1. DETAILS NOT SHOWN ARE AS REQUIRED FOR ST'D F&C-1
MA FRANC AM 2. FRAME SHALL BE SETINM/i BED OF NON -SPAR JOINT
SECTION B-B
SEALERAIII THE MANHOLE CONE SEC710H WITH
NOTES:
IDIBO BOLTS
3. CAST IRON SHALL CONFORM TO ASIM A-46, CLASS JOB.
1, CAST NON SHALL CONFORM TO
-
4. SEATND SURFACES BETWEEN FRAME AND COVER SHALL BE
AST, A-4BIL,CLASS 305,
MACHINED
S. /j' v V CONTINUOUS NEOPRENE GASKET SHALL HE
2. CASTING AND FRAME ME TO BE
MACHINED TO ENSURE A FIRM
INSTALLED BETWEEN THE INNER COVER AND THE FRAME.
TIGHT FIT. B
`
B
6.RECESSED PICK HOLE SHALL NOT EXTEND THRU THE COVER.
3-DIMENSIONS NOT SHOWN ARE THE
SAME AS STANDARD MITI
PLAN '
FRAME AND COVER.
WATERTIGHT MANHOLE FRAME AND COVER
MANHOLE FRAME AND
COVER
S
1\/F'YlT
REFERENCE
REFERENCE
WATER AND SANITARY
SEWER FACILITIES
V-"-,
ROAD MG BRIDGE STANDARDS
VRGIIA DEPARTMENT
OF TRATSPORTATgH
REVISION DATE
SHEET 1 OF 1
M12A1
-,
Is BARS ■ a' C-C TYP-
RS BARS
a a- c-c TYP.
A.
rI I
1
i
TT
T TSTRU
AND
PLAN WALL CTTHIICCKNESS VARIES PLAN
CLASS A3 CONCRETE
CLASS A3 CONCRETE ,
SECTION A -A
SECTION B-B
NOTES:
1. THE STANDARD SAFETY SLAB CSL-D IS TO BE USED ONLY WHEN SPECIFIED N THE PLANS
ON THE DRAINAGE SUMMARY SHEET AND/OR THE DRAINAGE DESCRIPTION.FOR MANHOLES,
JUNCTION BOXES, AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET, THE SPACING OF
ADJACENT SAFETY SLABS SHALL BE 8'70 12'WITH NO SAFETY SLAB LOCATED WITHIN 5 FEET
OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW
MY INLET PIPE OF 30" DIAMETER OR GREATER.
2. THE COST OF THE SL•I 15 INCLUDED N THE COST OF THE STRUCTURE.
SEE CAST N PLACE DRAWINGS
FOR FURTHER DETALS
3, ACCESS OPENNGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE
OTHER WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY.
B B BARS ■ 8" C-C iYP.
4. SAFETY SLAB MAY BE CASTH"-PLACE OR PRECAST, CAST -IN -PLACE CONCRETE TO BE
CLASS A3 (3000 PSI]. PRECAST CONCRETE IS TO BE A4 (4000 PSI). REINFORCING
STEEL TO BE IN ACCORDANCE MTN MSHTO N31.
'•- _
5. ACCESS OPENINGS MAY BE 30- DIAMETER OR 30- SQUARE, WHEN STRUCTURE WIDTH IS
LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIDTH BY
30•LONG).
TYPICAL PRECAST UNIT
�°CFr
TYPICAL CONCRETE SAFETY
SLAB FOR DROP INLETS,
R
REFERENCE
ERENCE
ROAD AND BRIDGE STANDARDS
MANHOLES AND JUNCTION BOXES
REVISION
$MEET I OF 1
DATE
vNUNA DEPARTMENT OF TRANSPORTATION
302
06.14
I I I
I I
I
I
I � I �I
30-DIAEfl7(
•
.•
'.
I
I
2016 ROAD & BRIDGE STANDARDS
2016 ROAD & BRIDGE STANDARDS
C
SHAPE TO
CONTOUR
OF PIPE
I
I
SLID
-al WARNER •5"
ADAPTOR ED PLUG PSW N•��y
ASHY D-36N SCHEDULE 40
OR WING -MIT RUG
UONL I Z,
GAErER SHILL BE
SPECIFIED OH THE
NOTES:
1. OJEANDUT MAY ALSO BE RNSTAIID WITH IRON BODY SCREW WITH
BRASS PLUG NO ONE NCH OF LEAD POURED IN PLACE & CAULKED
ON INSIDE & OUTSDE EDGE.
2. CLEADUT SHALL HE SUITABLY BRACED WITH 2" X 4" GROSS
PIECE EXTENDED OVER & HAVING SMIO BEATING AT LEAST ONE
FOOT ON EACH SIDE OF WON
3. OLEANOUT WYE AND RISER SHIALL BE CONSTRUCTED OF THE SAME
MATERIAL AS THE WAN UNLESS OTHERWISE SPECIFIED.
TYPE "A"
STMOAIU VB-1 TYPE "C'
FRAME AND COVER
DIAMETER SHALL IE
SPECIFIED ON THE PLANS,
FLU
PIE SHALL EXTEND BEYOND CLEANGJ7
BOX BEFORE BEING PLUGGED,F AMICABLE.
NOTES:
1. CAST NON FRAME ANO COVER SHALL BE SUFFICIENTLY ME TO A PLANE
SURFACE, 50 THAT TOPS WILL NOT ROOK.
]. LLEMOUT WYE AHI) RISER SHALL BE CONSTRUCTED OF THE SALE MATERIALS
M THE MAIN UNLESS OTHERWISE SPECFIFD.
TYPE ,B"
`Y` SEWER CLEANOUT
ROAD AD BROE STMDADS REFERENCE
BEET I OF I REVISION DATE
MU.01 VIRGTNA DEPARTMENT OF TRANSPORTATION
2016 ROAD & BRIDGE STANDARDS
SHAPE TO ELEVATION
OF MID-PCINT OF
LARGEST PIPE.
I
I
I
I
I
I
v SLOOF OTLET PIPE
TO INVERT
SECTION A -A
METHOD OF TREATMENT IN DROP INLETS
NCTESK
1
SHAPING OF MANGLE AND INLET INVERTS IN ACCORDANCE WITH
THIS DRAWING 15 TO APPLY TO THOSE STRUCTURES SPECIFIED'
CN PLATS OR WHERE INVERT OF PPE IS ABOVE INVERT OF
1
SLOPE TO DRAIN
i R7 F
TO
STRUCTURE.
PIPE
MANHOLE DR DROP IILET 15 TO BE FORMED AND CONSTRUCTED
N ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING.
THE INVERT SHAPING AS DETAILED HEREON 15 TO CONSIST OF A
PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR
,
I
-
CLASS CL EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE
UP TO 4" IN DIAMETER AND CONSIST HE STUNS, !BROKEN BRICK.
MCKEN 004I ETE OR BROKEN CONCRETE BLOCK. TIE SURFACE
I1
SHN_L HE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE
OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED.
4
DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE
4
4 ^
PLW05ES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED
-
IBTVIDUALLY TO BEST PIT THE PARTICULAR INLET AND OUTLET
CONFIGURATION AND FLOW LINES.
SECTION B-B
PLAN
METHOD OF TREATMENT IN MANHOLES
xvocyr
RCw AND H IDGE STANDARDS STANDARD METHOD OF SHAPING FEI
DIRECT ION I REVISION DATE MANHOLE & INLET INVERTS
3az
105 (HI VNFADB DEPARTMENT OF TRANSPORTATION
2016 ROAD & BRIDGE STANDARDS
Lj g
1� H-
w
Tn
O Z Z DO
O Y a
_UV1 1-- 0) maw O
Q T
J =
�yy GO
00 aGO DO
5io CE Z = w a
O � W 0 �
W °a �°
IE
J Z v U
Z
UO
N
W 0 0
C/1 0 Z rn
LV
(LCE Co
V
W N w
Z
Q
J > O
U H_r a
J
} >
GO
_ W
O a
S IZ
OJ
L.GE w Ec
n Q
CD
co O
z
O
a
a
U
w
0
Q
'� Oz
VI
Z
Z
O
O
a
s z
O
w Q
0 U
J
a
a
w
lY:
a
w CD
0 O
CO,
O 4
DESIGNED BY:MSK
DRAWN BY: MSK
'CHECKED BY: JLT
tiTx °F °I,pct2
7 9
Jimmy L. Taggart
Lic. No.
22841 w4
Yo�Ossl ORAL $LiOt}•4H
w
I- >
z w
LLI m m a
ULu E-
T Qc
J T G Q
z UJ
Q m Fsl
\` J Q
azcoa0
���Mz o
U7 2 0< z
QO Q xo 0
Q rr U
LLI 0 J U) 0=
z Ir z Lu E-H
_ w 0 a J Z
Q 0 �W o
LLI <
Q
m 0
DATE:
0217 2021
SCALE:
AS SHOWN
JOB:
20.2102
SHEET:
7 OF 7