HomeMy WebLinkAboutWPO202200048 Plan - VSMP 2022-11-227 NO. DATE BY REVISIONS GRAPHIC SCALES SCALE: ALBEMARLE COUNTY SERVICE AUTHORITY DRAWING
HORIZ: AS NOTED
0 250' 500' 750' 1000' 1500' VERT.:
G-1
fikM]&(NMfi7 90% SUBMITTAL DATE: JULY 2022 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911
SCALE: 1 500'
SemkeAuth4rity NOTFOR DESIGNED: CEL SHEET
BROADWAY STREET WATER MAIN REPLACEMENT
0 1000' 2000' 3000' 4000' 6000' vvio DRAWN: GSL
SWvb94bC==*l9 CONSTRUCTION
Whitman, Requardt & Associates, LLP CEL TITLE SHEET LOCATION PLAN
CHECKED 1 OF 9
SCALE: 1" = 2000' 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235
PROJECT NO.* 46480*028
AND SHEET INDEX
NO. DATE BY REVISIONS GRAPHIC SCALES SCALE: ALBEMARLE COUNTY SERVICE AUTHORITY DRAWING
1" 60'
HORIZ:
0 15'30'45'60' 90' 120' 180' VERT.:
G-2
fikMI&NUOY 90% SUBMITTAL
DATE: JULY 2022 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911
SCALE: 1 60'
SemkeAuth4rity NOTFOR DESIGNED: CEL SHEET
BROADWAY STREET WATER MAIN REPLACEMENT
vviiap DRAWN: GSL
SWvb94C==*Q CONSTRUCTION
Whitman, Requardt & Associates, LLP CEL
CHECKED
9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 KEY SHEET 20F 9
PROJECT NO.- 46480.028
R..
�14
W_
14
EXISTING LEGEND SYMBOLOGY
PROPOSED LEGEND SYMBOLOGY
GENERALNOTES
ACSA GENERAL WATER & SEWER CONDITIONS
ABBREVIATIONS
1
FINAL ACCEPTANCE BY ACSA SHALL NOT BE MADE UNTIL ALL WORK SHOWN ON
1.
WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY
A
DEFLECTION ANGLE
C-)
C
BUSH
3 CAP/PLUG
CONTRACT DRAWINGS AND INCLUDED IN THE SPECIFICATIONS IS COMPLETED INCLUDING
(ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE
ACSA
ALBEMARLE COUNTY SERVICE AUTHORITY
U
co @
CLEANOUT
FH FIRE HYDRANT
PAVING, GRADING, TESTING AND ALL REQUIRED ADJUSTMENTS.
PROPER ACSA OFFICIALS AT THE START OF THE WORK.
CED
CEDAR
CM
CREPE MYRTLE
E:l
DRAIN INLET
PAVEMENT REPLACEMENT
2.
THE ENGINEER WILL INSPECT ALL PIPELINES, AND APPURTENANCES THERETO, AS SHOWN
2.
THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE
CMP
CORRUGATED METAL PIPE
ON THE APPROVED UTILITY PLANS, LOCATED WITHIN DEDICATED EASEMENTS AND/OR
ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL
CO
CLEANOUT
FH"
FIRE HYDRANT
ASPHALT DRIVE REPLACEMENT
PUBLIC RIGHT-OF-WAY.
VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION.
CONC.
CONCRETE
GUY WIRE
CONCRETE DRIVE REPLACEMENT
CONN.
CONNECTION
3.
ALL FITTINGS AND APPURTENANCES SHALL BE RESTRAINED, AND BLOCKED WITH CONCRETE
3.
THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE
CSW
CONCRETE SIDEWALK
H11 11
HANDHOLE
WM 0 WATER METER
PER ACSA STANDARD DETAILS.
NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY
D.B.
DEED BOOK
CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND
DI
DRAIN INLET
MB 11
MAILBOX
WV 0 WATER VALVE
4.
CONTRACTOR SHALL REMOVE EXISTING VALVE BOXES AND BACKFILL WITH SAND OR
LINES AND STRUCTURES, AS NECESSARY.
DIP
DUCTILE IRON PIPE
MANHOLE
TH-# 0 TEST HOLE
STONE.
E
EASTING
4.
ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE
ESMT
EASEMENT
0 OR
SIGN
5.
INGRESS AND EGRESS OF ALL PRIVATE DRIVEWAYS TO BE MAINTAINED AT ALL TIMES.
GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA.
FH
FIRE HYDRANT
TP Z
TELEPHONE PEDESTAL
DRIVEWAYS DISTURBED DURING CONSTRUCTION AS SHOWN WITHIN THE LIMITS OF WORK
HDPE
HI DENSITY POLYETHYLENE
SHALL BE REPLACED TO ORIGINAL CONDITION AS SHOWN ON THE PLANS. EXISTING
5.
DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.
HH
HANDHOLE
Tly F]
TRANSFORMER
DRIVEWAYS NOT SHOWN WITHIN THE LIMITS OF WORK SHALL NOT BE IMPACTED OR
INC
INCORPORATED
EROSION AND SEDIMENT
DAMAGED WITHOUT AUTHORIZATION FROM THE ACSA OR ENGINEER.
6.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY
INST.
INSTRUMENTATION
A
TRAVERSE
(1-800-552-7001).
INV
INVERT
IMAPI
TREE (lST#=DIAMETER, 2ND#=SPREAD)
CONTROLSYMBOLOGY
6.
IN AREAS WHERE SETTLING HAS OCCURRED, CONTRACTOR SHALL BACKFILL WITH STONE
L
ARCUENGTH OF CURVE
AS DIRECTED BY ACSA INSPECTOR.
7.
ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5)
LLC
LIMITED LIABILITY CORPORATION
UPX
UTILITY POLE
FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE.
LOC
LOCUST
Wy 0
WATER METER
D CULVERT INLET PROTECTION
7.
PRIOR TO ANY EXCAVATION, CONTRACTOR SHALL HAVE MATERIALS ON SITE TO REPAIR
THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC.
MAP
MAPLE
ANY EXISTING CAST IRON OR ASBESTOS CEMENT WATERLINE, AND SERVICE
MB
MAILBOX
w,vv[o
WATER METER VAULT
CONNECTIONS IN THE EVENT OF DAMAGE, AT NO ADDITIONAL COST TO OWNER.
8.
ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE
N
NORTHING
W/
WATER VALVE
-a INLET PROTECTION
8.
REFER TO VDOT LAND USE PERMIT FOR BACKFILL REQUIREMENTS WITHIN VDOT ROADS.
DITCHES.
OH
P.
OVERHEAD WIRES
PAGE
SEE SPECIFICATION SECTION 02200 FOR REQUIREMENTS.
9.
VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR
PC
POINT OF CURVATURE
PERMANENT SEEDING
9.
FOR WATER INSTALLATIONS WITHIN EXISTING VDOT R/W; UTILITY CONTRACTORS MUST
THE VALVE DURING A FUTURE EXTENSION OF THE LINE.
PE
PI
POLYETHYLENE
POINT OF INTERSECTION
NOTIFY VDOT WHEN INSTALLATION BEGINS SO THAT DENSITY CAN BE TESTED ON TRENCH
10.
TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
PRC
POINT OF REVERSE CURVATURE
BACKFILL (95% ASTM. D-698 0 OPTIMUM MOISTURE ±2%).
PT
POINT OF TANGENCY
11.
THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION
PVC
POLYVINYLCHLORIDE
10.
CONTRACTOR SHALL PROPERLY NOTIFY ALL PROPERTY OWNERS TWO (2) WEEKS PRIOR TO
REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH
R
RADIUS
EXISTING
LINETYPES
PROPOSED LINETYPES
THE START OF ANY CONSTRUCTION (INCLUDING LAND CLEARING ON PRIVATE PROPERTY).
AMENDS THE SAFE DRINKING WATER ACT).
R/W
RIGHT OF WAY
COORDINATE PROPERTY OWNER NOTIFICATIONS WITH ACSA INSPECTOR.
RCP
REINFORCED CONCRETE PIPE
12.
THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE.
RWSA
RIVANNA WATER AND SEWER AUTHORITY
11.
DISTURBED DITCHES SHALL BE RESTORED TO EXISTING GRADES AND LINING EXCEPT
THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO
SDMH
STORM DRAIN MANHOLE
WHERE EXISTING GRADES RESULT IN NEGATIVE GRADES. NEGATIVE GRADES SHALL BE
SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL
SFM
SANITARY FORCE MAIN
- - - - - - - - - -
- EASEMENT
WATER LINE
Wv
CORRECTED TO PROVIDE POSITIVE GRADES BETWEEN CULVERTS.
STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT.
SS
SANITARY SEWER
1/1 1/1 1/0 1/1 //l
EDGE OF PAVEMENT
# # W"/_9#W # # WATER LINE TO BE ABANDONED
THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE
STA
STATION
12.
REFER TO VDOT LAND USE PERMITS FOR LIMITS OF PAVEMENT RESTORATION.
OBTAINED BY THE CONTRACTOR.
SWM
SURFACE WATER MANAGEMENT
x - x -
FENCE
Wy WATER SERVICE LINE TO BE ABANDONED
TP
TELEPHONE PEDESTAL
G - G
GAS
13.
CONTRACTOR SHALL PROVIDE ALL TRAFFIC CONTROL AND ROAD SIGNAGE IN ACCORDANCE
13.
THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE.
TR
TRANSFORMER
WITH VDOT REQUIREMENTS, AT NO ADDITIONAL COST TO THE OWNER.
VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE
TS&V
TAPPING SLEEVE AND VALVE
MAJOR CONTOUR
WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION
UGE
UNDERGROUND ELECTRIC
MINOR CONTOUR
14.
ALL EXISTING WATER MAINS AND VALVES WILL BE ABANDONED IN PLACE UNLESS
SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE
UP
UTILITY POLE
OTHERWISE DIRECTED BY THE ACSA.
CONTRACTOR.
VA PSC
VIRGINIA PUBLIC SERVICE COMMISSION
OH OH
OVERHEAD WIRES
VCP
VITREOUS CLAY PIPE
15.
WATER SERVICE CONNECTIONS (WSC) DENOTED "WSC" SHALL BE PLACED PARALLEL TO
14.
THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL
VEPCO
VIRGINIA ELECTRIC AND POWER COMPANY
PAVEMENT MARKING
EXISTING SERVICES, WSC'S ACROSS EXISTING ROADS MAY BE INSTALLED THROUGH
INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE
VDH
VIRGINIA DEPARTMENT OF HEALTH
PROPERTY LINE
TRENCH LESS INSTALLATION METHODS. NO ADDITIONAL EASEMENTS HAVE BEEN OBTAINED
SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS
WM
WATER METER
BEYOND EXISTING 50' ROAD R/W EASEMENTS OR PERMANENT EASEMENTS SHOWN.
INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE
WMV
WATER METER VAULT
RIGHT OF WAY
OBTAINED BY THE CONTRACTOR.
WSC
WATER SERVICE CONNECTION
SFM SFM
SANITARY FORCE MAIN
16.
FIRE HYDRANT BEARING INFORMATION REFLECTS THE TEE CONNECTION WITH THE
WV
WATER VALVE
PROPOSED WATERMAN.
15.
ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN
S_ S_
SANITARY SEWER
BY THE ACSA.
D - D
STORM DRAIN
17.
INSTALL CONSTRUCTION SAFETY FENCE ON BOTH SIDES OF WORK AREA, EXTENDING 500,
IN EACH DIRECTION.
16.
PRIOR TO BACKFLOW PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER
T - T
TELEPHONE
SERVICE, ALL BACKFLOW PREVENTION DEVICE INSTALLATIONS SHALL MEET ACSA BACKFLOW
18.
WATER MAINS INSTALLED UNDER CULVERTS SHALL HAVE MIN. 12" SEPARATION AND SHALL
REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT REVISION OF THE ACS4
TREELINE
BE INSULATED. A MIN. OF 3' SEPARATION IS REQUIRED IF NOT INSULATED.
RULES AND REGULATIONS.
UGE - UGE
UNDERGROUND ELECTRIC
17.
A DEED OF EASEMENT AND EASEMENT PLAT FOR THE UTILITY EASEMENTS, APPROVED BY
W_ W_
WATER
THE ACSA, SHALL BE RECORDED PRIOR TO ANY WATER AND/OR SEWER SERVICE BEING
ESTABLISHED.
RIVANNA WATER & SEWER AUTHORITY (RWSA) GENERAL WATER & SANITARY NOTES.
1. ALL MATERIALS AND METHODS OF CONSTRUCTION PERFORMED ON RWSA FACILITIES AS PART
OF THIS WORK SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER AND
SEWER DESIGN AND CONSTRUCTION STANDARDS - VERSION 1.0, ADOPTED IN DECEMBER
2015, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES.
2. RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION
PERFORMED ON RWSA FACILITIES AS PART OF THE WORK. COORDINATE SHUTDOWNS AND
TIE-IN CONNECTIONS TO RWSA FACILITIES WITH RWSA'S INSPECTOR IN ADDITION TO THE
ACSA. RWSA PRESENCE DURING SHUTDOWNS AND TIE-INS ARE REQUIRED. ALL RWSA
VALVES SHALL BE OPERATED BY RWSA.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY
(1-800-552-7001).
4. RWSA ENGINEER (VICTORIA FORT AT (434) 977-2970 EXT. 205) SHALL BE NOTIFIED THREE
BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION.
5. ALL WORK IS SUBJECT TO INSPECTION BY RWSA STAFF. NO TIE-INS TO THE EXISTING
SYSTEM SHALL BE MADE WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA
STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR HOLIDAYS
WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA.
6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR
TIE-INS TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE
PRESSURE -TESTED BEFORE A CONNECTION IS MADE TO THE SYSTEM.
7. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE
AT THE TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR ACCURATE. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE AND
DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR
SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS
AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL
UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS
OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR
TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER.
8. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA
EASEMENT WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. NO GRADING SHALL BE
PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING.
9. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN
PERMISSION AND RWSA APPROVAL OF THE BLASTING PLAN. GROUND MONITORING DURING
BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. FOR BLASTING WITHIN 100 FEET
OF ANY OPERATIVE RWSA SEWERLINES, BYPASS PUMPING AND/OR PRE- AND POST -CCTV
MAY BE REQUIRED. RWSA MAY ALSO REQUIRE CERTIFICATION FROM A LICENSED
PROFESSIONAL ENGINEER STATING THAT THE PROPOSED BLASTING WILL NOT DAMAGE ANY
RWSA FACILITIES. DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL BE REPAIRED BY
THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER.
10. THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY
CROSSINGS. WHEN A CROSSING IS MADE UNDER AN EXISTING FACILITY, ADEQUATE
STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING PIPE. THE AREA OF THE
CROSSING SHALL BE BACKFILLED WITH COMPACTED #68 STONE TO THE SPRINGLINE OF
THE EXISTING PIPE.
11. NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TESTED, CHLORINATED, FLUSHED
AND HAVE WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO
THE PUBLIC WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW WATER
MAINS WILL BE REQUIRED TO PREVENT ANY CONTAMINATION OF THE PUBLIC WATER
SYSTEM.
12. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE
NEW FACILITIES INTO SERVICE.
13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS
INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE,
DRAINAGE STRUCTURES, ETC.
14. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT.
TRAVERSE AND TEMPORARY
BENCHMARK SUMMARY DATA
TBM#
NORTHING
EASTING
ELEVATION
T-176982
3895602.3853
11493654.9776
355.74
T-176525
3895663.4574
11493766.1998
358.93
T-176220
3895637.7867
11493890.5562
364.33
T-176219
1 3895572.7911
11494049.0390
376.91
T-1740865
3895532.0795
11494195.4006
385.31
T-1740864
3895406.0217
11494461.6425
389.84
T- 172001
3895386.2984
11494579.8652
387.82
T-173587
3895325.0967
11494704.8208
382.23
T- 172304
3895178.1628
11495003.0753
380.59
T-179000
3895057.7731
11495171.6098
376 A7
NO. DATE BY REVISIONS
ALBEMARLE COUNTY SERVICE AUTHORITY
SCALE: DRAWING
H ORIZ: NONE
VERT.:
G-3
90% SUBMITTAL.
DATE: JULY 2022 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911
SemkeAuth4rity NOTFOR DESIGNED: CEL SHEET
BROADWAY STREET WATER MAIN REPLACEMENT
DRAWN: GSL
vvio
SWvbq*G=WvMg CONSTRUCTION LEGEND, ABBREVIATIONS,
Whitman, Requardt & Associates, LLP CHECKED- CEL 30F 9
9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235
PROJECT NO.- 46480.028
AND GENERAL NOTES
NOTES: CARLTON VIEWS ///, LLC S0MHj1 I JACKRABBIT PARTNERS, LLC ATUP 77-40L
1 DEPTHS OF EXISTING UTILITIES AND CTYP 56-4J J6726 ATUP 77-40C2 77-40CJ V A S OF VIRGINIA, INC.
CLEARANCES WITH PROPOSED WATER ED WA RV, L�C
INSTJ 2019-J416 IN.-15')?CP J58.81(NORTH) D.B. 2747 P. JJ, 40 PLA T D.B. 2747 P. JJ, 40 -PLAT D.B. 981 P. 94
MAIN TO BE CONFIRMED BY INSTJ 201500OJ600 IN.-15')?CP J58.74(SOUTH) D. B. J 155 P. 18 INGRESS EGRESS D.B. 2465 P. 15 D.B. 866 P. J05 PLAT
CONTRACTOR. 18" MINIMUM INST/ 2015-1012 PLA T OUT.-15')?CP J58.7O(D1jf10) D.B. 2012 P. JJ4 PLAT & UTILITY ESMT. D.B. 2012 P. JJ4 PLAT D.B. 1024 P. J78 VSPCO
CLEARANCE REQUIRED BETWEEN INSTJ 2016-0876 F,4SEIVENTS INSTJ D.B. 2795 P 1J9 GAS D.B. 2747 P. 40 D.B. 2795 P. 1J9 GAS D. B. 1024 P. J94 VEPCO
2016-1509 VSPCO & DI D.B. 282J P. 25 VEPCO ACSA D.B. J028 P. 558 D.B. 282J P. 25 VEPCO
SANITARY SEWER & WATER MAIN. 12" J6757 D.B. J028 P. 558 ACSA D.B. J028 P. 558 ACSA
MINIMUM CLEARANCE REQUIRED ON INSTJ 2020-0907 F54SEMENTS INSTJ 'Cz" �'
2021-1487 VEPCO D1110 OUT.-48PCP J60. 1 l(EAST) D.B. 4JJ7 P. JJ6 UTILITY ESMT.
ALL OTHER CROSSINGS.
INST/ 2020-4167 COMCAST INST.1 J58.76
2. PAVEMENT REPLACEMENT WILL INCLUDE 2020-101 V9H IN: 15WCP J55.26(SDUHI 11) GAS ESMT.
A FULL WIDTH OVERLAY OF BROADWAY INSTJ 2014002801 OUT.-24"RCP J54.51(O/J.9) D.B. 2795 P. IJ9
<)
Ito
STREET AND TO THE LIMITS SHOWN Wv
i�7
INSTJ 2012004961 PLA T ASPHALT DRIVE REPLACEMENT (TYP) FH
UNLESS OTHERWISE DIRECTED BY INSTJ 2012004962 PLA T SEE DETAIL ON DRAWING D-3 WV3: DI VSPCO EASEMENT
ENGINEER. SEE GENERAL NOTE 12 D.B. 518 P. 100 0 VEPCO EASEMENT b J68.7J D.B. 1024 P. J78
D.B. 246 P. JOJ ALB. 0 �Qp -, - - - - - - - - - - - - - - - - -
ON SHEET G-3 AND DETAILS ON r OUT-48WCP J60.J6(WES
D.B. 241 P. 186 '0j Wv D.B. 282J P. 25 6-INCH T) Cq
SHEET D-#. FH - - - - - - - VEPCO EASEMENT
D.B. 590 P. 250 D� T- 176220 FIRE LINE 4 lb
3. REVERSE CONNECTION TO CITY 8" D 1:18 B 1024 P. J94 L)
J64.JJ P lip
:i
I J85 �y
\0�\ 0 (ALL JOINTS
WATER MAIN SHOWN DUE TO < 0� OH 20 H
0+57 07 RESTRAJNED) 0
STA. 1 UP U 6 In- LU
ANTICIPATED DUCT BANK AT TIE-IN. _ _ _j - , I _� "y" J76-:_17
8"x8m CROSS --K:7-f WM
CONNECT TO EXISTING 8" WATER MAIN - - - - - - - AWHALT D REMOVE IEX. GATE VALVE. LU
IN 3895639 - - - - - - D- 0'
ir C P zE� D
WITH MJ SOLID SLEEVES. I v CONNECT TO EX. FIRE LINE F/M S
3r ivi
CONTRACTOR TO CONFIRM LOCATION & J6 E 11493773 CONCI D V_N J66. SF ` \�) r,#
IP ==5;�SFMJ_� C�E-�_-
1 -1 - - (-- G
SS-B 8 2 J SOLID SLEEVE. C G
11 - Q
DEPTH OF EXISTING 8" WATER MAIN G G G �G- - Wv V� /71,-
AND DUCT BANK. IF DUCT BANK IS J55.62 STA. 10+07 G Wv G- G ff--h I - Lf)
IN: 8- PVC J47.09 (SS -A) W BROADWAY STREET +
NOT IN CONFLICT, REMOVE 90* BENDS, - 8" pvc j46..95 (ss-c) 8' 90' BEND Wv
OUT. up I z 56' PUBLIC EASEMENT
I W1
N 3895653 8" DIP
_)v -LjvW H W-//t-
PLACE THE NEW 8" GATE VALVE 4
. = +50 D.B. 675 il3+00 13+50 14+00 14
IN -LINE PRIOR TO THE 8" TEE, AND SDMH118 z �/E 11493725 8, GATE VALVE 12+00
J56.84 'e'� 0
MAKE A DIRECT CONNECTION TO THE CUT/CAP O� & BOX 11+00 V, -4,
/A(.- 15- PVC J5367 (SOM1118A) EXISTING N I I - I
CITY 8" WATER MAIN. COORDINATE IN: 24- RCP J5301 (NORTH) '<�� _1i ;v i T - Cl)
0 - - ---- \ T I STA. 14+22
WITH ACSA INSPECTOR FOR PROPOSED OUT: 24" RCP J5,3.00 (DI17) CITY MAIN STA. 12+48 CVNC. DI Q- L=100'
IkA C�? -� PC LU
TIE-IN LOCATION. T 9' 8" GATE VALVE CONC ra-f-- "An TEE N 3895562 R=595' z
_T
4. WATER SERVICE CONNECTIONS ARE TO SDUH18A & BOX 0-INUM uIr 38195600 T A=17 T
J5710 WATER NAN LIMITS OF _�:: E 11494129- j
59 -:�7--4 1 75 OH
BE BORED ACROSS THE ROAD WITH A 114939, 3 TP T=50'
IN: 6- PVC J54.51 (NORTH) STA. 10+02 W_ OH
PAVEMENT
2" DIAMETER PVC CASING PIPE OR Wv AWSA ESMT. 365 D.B. 5256 P, 21J J76.91 OR
OPEN CUT. THE ACSA WILL PROVIDE IN: 15" PVC J54.50 (WEST) 8' 90' BEND STA. 10+00 1 Wyv D.B. 467J P. 1J2 RESTORATION D.B. 4797 P. 428
THE CONTRACTOR WITH NEW METER TO OUT- 15" PVC 354 16 (S IN 3895648 CUT IN 8' 560 D.B. 4796 P. J25
E 11493723 RWSA ESUT. D.B. 5512 P. 412 PLA T
BE INSTALLED. PROVIDE NEW METER /TEE ON CITY- D.B. 5117 P. I PAVEMENT REPLACEMENT (TYP) D.B. 5256 P. 279 PLA T
BOXES FOR ALL SERVICES. WATER MAIN D119 SEE DETAIL ON DRAWING D-3 -J D.B. 489J P. 401 PLA T
SS -A STA. 10+01 N 3895647 J57J8 D.B. 4690 P 6J7 D.B. 4111 P. 180 PLA T LU
5. CUT/CAP EXISTING FIRE LINES AFTER J56.87 8* GATE VALVE & BOX- E 11493725 IN 24PCP J5J 6 D' '0) CONNECT TO EXIST 8* D.B. J088 P. 272 M+B LU
CONNECTION TO NEW WATER MAIN. IN: 6;�"PVC J48.84 (NORTH) OUT-24 'CMP 64 DI 7) RWSA MAIN WITH mi 0
ABANDON EXISTING VALVE AND 8- PVC J48. 10 (WEST) (NORMALLY CLOSED) SEE NOTE 3 D.B. 475 P. 164 RIW
SS-C D.B. 675 P. J26 RIW
PROVIDE NEW VALVE AT R/W. 110&- 8- PVC J48.01 (SS-B) -Z SOLID SLEEVE AT VALVE D.B. 467J P. 1J2 RWSA
6. PROVIDE NEW METER BOXES FOR ALL A� 0 J55.16 (ALL JOINTS RESTRAINED) D.B. 4690 P. 6J7 RWSA
NEW DOMESTIC SERVICES. ACSA TO CTMP 56-871 z CSW IN: 8" PVC J46.71 (SS-B) D.B. 4797 P. 416 MAINTENANCE
SUPPLY METERS. SUNSHINE COURT LLC T_ 177669082 SIGN H UP D117 OUT: 8- PVC J46.54 (SOUTH) D.B. 4912 P. 155 SWU A7MP 77-40M
HOGWALLER HOLDING LLC J55. 7,f 0 J54.47 H5, LLC
7. EXISTING FORCE MAINS TO BE SHOWN ABBJ HOLDINGS, LLC 74 0 IN: 24" RCP 351.45 (SDUH18) DB. 49J5 P. 90 ESMT.
4it D.B. 49J5 P. 100 ACSA D.B. 50JJ P. 6J5
AS APPROXIMATE IN LOCATION, TO BE INST.1 2020-242J z DH-, IN: 24- CUP J50.70 (D119) D.B. 5177 P. I RWSA D.B. 50JJ P. 640 PLAT
FIELD VERIFIED BY CONTRACTOR. INSTJ 2020-2421 000 UP OUT: 24- RCP J50,42 (DI16) D.B. 5198 P. JO ALB. D.B. 907 P. 684 PLAT
INSTJ 2020-2420 0
D.B. 5198 P. 45 ALB. D.B. J01 P. 491 VEPCO
8. CONNECT TO EXISTING WATER MAIN D116 D.B. JJ8 P. JJ7 AT&T OF VA
(NORTH LEG) WITH MJ SOLID SLEEVE. INSTJ 2019-2454 D.B. 5256 P. 224 C&R
INSTJ 2019-245J J52. J7 D. B. 5512 P. 405 C&R D.B. J42 P. 197
CUT, CAP AND ABANDON NORTH LEG D.B. XJ P. 559 PLAT IN: 24- RCP J48. /0 (DI17) D.B. 5515 P. J92 ALB. D.B. 1852 P. 448 SOM
FOLLOWING COMPLETION AND TESTING D.B. 272 P. J69 �AT tGN OUT: 24- RCP J48.20 (SOUTH) D.B. 5515 P. 408 ALB. D.B. 4797 P. 416
OF NEW WATER MAIN. D.B. 5515 P. 415 ACS4
APPROX. LU LU
365 CN 380
EX. GRADE LU LU - C) I -
0
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NO. DATE BY REVISIONS GRAPHIC SCALES SCALE: ALBEMARLE COUNTY SERVICE AUTHORITY DRAWING
HORIZ: 1" 20'
20' 15' 10' 5' 0 10' 20' 40' VERT.: 1 4'
C-1
90% SUBMITTAL CHARLOTTESVILLE, VIRGINIA 22911
DATE: JULY 2022 168 SPOTNAP ROAD
HORIZONTAL SCALE: 1" 20' SemkeAuth4rity NOTFOR DESIGNED: CEL SHEET
BROADWAY STREET WATER MAIN REPLACEMENT
4' 3' 2' 1' 0 2' 4' 8' DRAWN: GSL
SWvb94bC==*19 CONSTRUCTION PLAN AND PROFILE
=MOO
Whitman, Requardt & Associates, LLP CHECKED- CEL 40F 9
VERTICAL SCALE: 1" 4' 9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235 PROJECT NO.- 46480.028
STA. 10+00 TO STA. 14+50
E
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AIMP 77-40L
ATUP 77-40K ATUP 77-40d
AIMP 77-401
ATUP 77-40H
VA S OF VIRGINIA, INC
V A S OF VIRGINIA, INC. A OF VIRGINIA, INC.
PHYLLIS W. TIGNOR
RIVANNA ASSOCIATES, INC
D.B. 981 P. 94
D.B. 981 P. 94 B. 981 P. 94
REVOCABLE TRUST
D.B. 996 P. 114
D.B. 866 P. J05 PLAT
'?
D.B. 866 P. J05 PLAT 0�866 P. J05 PLAT
D.B. 5286 P 467
D.B. 707 P. 425 PLAT
D, B. 1024 P. J78 VEPCO
D. B. 1024 P. J78 VEPCO D.� 024 P. J78 VEPCO
D.B. 802 P. 7J1 PLAT
D.B. 802 P. 719
D.B. 811 P. 575 VEPCO
D. B. 1024 P. J94 VEPCO
I
NOTES:
1 . DEPTHS OF EXISTING UTILITIES AND CLEARANCES WITH PROPOSED WATER MAIN TO BE CONFIRMED BY CONTRACTOR. 18" MINIMUM CLEARANCE REQUIRED BETWEEN
I
SANITARY SEWER & WATER MAIN. 12" MINIMUM CLEARANCE REQUIRED ON ALL OTHER CROSSINGS.
2. PAVEMENT REPLACEMENT WILL INCLUDE A FULL WIDTH OVERLAY OF BROADWAY STREET AND TO THE LIMITS SHOWN UNLESS OTHERWISE DIRECTED BY ENGINEER. SEE
1
I I
GENERAL NOTE 12 ON SHEET G-3 AND DETAILS ON SHEET D-#.
1
3. CONTRACTOR TO CONFIRM LOCATION & DEPTH OF EXISTING 8" WATER MAIN. COORDINATE WITH ACSA INSPECTOR PROPOSED TIE-IN LOCATION.
40' JOINT A;CESS ESMT.
4. WATER SERVICE CONNECTIONS ARE TO BE BORED ACROSS THE ROAD WITH A 2" DIAMETER PVC CASING PIPE OR OPEN CUT. THE ACSA WILL PROVIDE THE CONTRACTOR
I
D.B. 86( P. 305
WITH NEW METER TO BE INSTALLED. PROVIDE NEW METER,BOXES FOR ALL SERVICES.
1 1 -INCH
I
VEPCO EASEMENT VA LT TO REMAIN
ASPHALT DRIVE REPLACEMENT (TYP)
DOMESTIC
I—
- - - - - - -
D.B. 1024 P. J78 -REPLACE 2' METER SETTER
— — — — —
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S
SEE DETAIL ON DRAWING D-3
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PS
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0
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801 WSC
N 3895371
STA. 19+90 VC E 14 4664 .2J
1 9
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S
S
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11494547—
R=644' N 3895318
F_
E 11494244— S '7—s—s—S
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18+50
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-4
STA. 15+04
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\ DOMESTIC
SERVICE LINE
8 WSC PC
..... _7 IN 3895430 xi
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6
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3 VALVE Wv
& BOX VALVE
F_
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A. LIMITS OF 1 -INCH 4
AND BOX Id
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& BOX
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I LOCATE AND CONNECT FIRE LINE
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0 olr& BOX
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TO EXISTING 6-INCH AC5A WATERLINE ESM (ALL JOINTS
CI)
0
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FIRE LINE WITH INI "D J84.02(NORIH)
SEE DETAIL ON DRAWING D-3 N 3895428
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6-INCH
FIRE LINE
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E 11494436
MJ SOLID SLEEVE
ARE LINE
ASPHALT
NOTES (CONTINUED):
VEPCO 54SEMENT
I
(ALL JOINTS RESTRAINED)
(ALL JOINTS
ASPHALT DRIVE REPLACEMENT (TYP)
5. CUT/CAP EXISTING FIRE LINES AFTER CONNECTION TO NEW WATER MAIN. ABANDON EXISTING VALVE AND PROVIDE NEW VALVE AT R/W.
D.B. 951 P. 711
-
1 -INCH DOMESTIC
C)
RESTRAINED)
SEE DEIAIL ON DRAWING D-3
6. PROVIDE NEW METER BOXES FOR ALL NEW DOMESTIC SERVICES. ACSA TO SUPPLY METERS.
SERVICE LINE 77-400
D.B. 503J P. 635
7. EXISTING FORCE MAINS TO BE SHOWN AS APPROXIMATE IN LOCATION, TO BE FIELD VERIFIED BY CONTRACTOR.
DHYLLIS W. TIGNOR
D.B. 50JJ P. 640 PLAT
REVOCABLE TRUST
D.B. 907 P. 684 PLAT
ATUP 77-40N
D.B. 5286 P. 472
D.B. 301 P. 491 VFPCO
TREY COMMERCIAL RENrALS, LLC
D.B. IJ42 P. 486 PLAT
D.B. JJ8 P. JJ7 AT&T OF VA
D.B. 289J P. 65J
D. B. 691 P. 654 DRAINAGE ESMT.
D.B. J42 P. 197
D.B. 907 P. 684 PLAT
D.B. 907 P. 684 PLAT
D.B. 1852 P. 448 SWIV
D.B. 951 P. 711 VEPCO
D.B. 1482 P. 541 VEPCO
D.B. 4797 P. 416
D.B. 4565 P. 419 SWM
D.B. 148J P. 205 ACSA
APPROX.
Ex. GRADE
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NO.
DATE
BY
REVISIONS
GRAPHIC SCALES
SCALE:
ALBEMARLE COUNTY SERVICE AUTHORITY
DRAWING
20' 15' 10' 5' 0 10' 20'
I I I I I I I
40'
90% SUBMITTAL
HORIZ: 1 20'
VERT.: 1� 4'
C-2
HORIZONTAL SCALE: 1" = 20'
==0
vviiap
SemkeAuth4rity
DATE: JULY 2022
DESIGNED: CEL
168SPOTNAPROAD CHARLOTTESVILLE, VIRGINIA 22911
-
NOTFOR
BROADWAY STREET WATER MAIN REPLACEMENT
SHEET
4' 3' 2' 1' 0 2' 4'
I I I
8'
Whitman, Requardt & Associates, LLP
CONSTRUCTION
DRAWN: GSL
CHECKED' CEL
PLAN AND PROFILE
5 OF 9
VERTICAL SCALE: 1" = 4'
9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235
PROJECT NO.- 46480.028
STA. 14+50 TO STA. 20+50
E
cli
ATUP 77-40H
ATUP 77-40E1
ATUP 77-40E
ATUP 78-21H
NOTES:
1. DEPTHS OF EXISTING
RIVANNA
ASSOCIATES, INC.
EDWARD A. ANDERSON &
ANTEC PARTNERSHIP
VIRGINIA PACIFIC INVESTMENTS, LLC
DI
D.B. 996 P. 114
ERIC T ANDERSON
D.B. 854 P. 116
D.B. 5040 P. 20
J75.9J
UTILITIES AND CLEARANCES
D.B. 707 P. 425 PLAT
D.B. J766 P. 569
D. B. 69J P. J5J PLA T
D.B. 5040 P. 2J PLAT
OUT.- 12'�IDPE J74.50(SDUH)
WITH PROPOSED WATER MAIN
D.B.
811 P. 575 VEPCO
D. B. 69J P. J5J PLA T
D.B. 5J9 P. 406
D.B. J42 P. 19J PLAT
D.B. 198 P. 527 VA PSC
TO BE CONFIRMED BY
D.B. 5J9 P. 406
D.B. 711 P. J11 CTC OF VA
D.B. JJ6 P. 105 SEWER
SS/1 E-
1�4
CONTRACTOR. 18" MINIMUM
D.B. 665 P. 105
D.B. 715 P. 205 VEPCO
D.B. 665 P. 105
D.B. 1JI5 P. 594 SWV
D.B. J44 P. 1J VEPCO
D.B. 418 P. 606 VEPCO
J76.J9
1�4
IN.-B'DIP J64.95(NORTH) = �i�
CLEARANCE REQUIRED
D.B. 4412 P. 71 VEPCO
D. B. 564 P. 50 VEPCO
OUTB'DIP J64.4J(SS12) E- �_x
BETWEEN SANITARY SEWER &
I SSjj
D.B. 628 P. 485 CTC OF VA
U)
WATER MAIN. 12" MINIMUM
SS14
I J81.41
IN.-8VCP J74.18(SSJ4)
D.B. 6JJ P. 21J RWSA
D.B. 5OJ7 P. 707 RWSA
SS12 E-
J76.48 �21_
CLEARANCE REQUIRED ON
J82.09
IN.-8'VCP J75.26(SS15)
1N.'4 "DIP J74.52(NORTH)
IN.-B'DIP J64.17(SS11) -ell
ALL OTHER CROSSINGS.
IN.4'PVC J75.97(SOUTH) PAVEMENT REPLACEMENT (TYP)
IN:41PVC J75.JO(SOUTH)
ASPHALT DRIVE REPLACEMENT (TYP)
IN.-8'DIP J64.18(SSJJ)
2. PAVEMENT REPLACEMENT
SEE DETAlIL
OUT-8'lVCP J74.56(,'
ON DRAWING D-3 q5AINLINK fE�CE X X X X
X OUT.-8'DIP J7366(SS12)
SEE DErAlL ON DRAWING
D-3
OUT-8';0I/C J6J.8J(SSj2A)
WILL INCLUDE A FULL WIDTH
OVERLAY OF BROADWAY
x
x x X
ASPHALT
J82-E ASPHALT DRIVE REPLACEMENT
- - - - - - - - - - - - - - - - -
TP T
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STREET AND TO THE LIMITS
U
(TYP)
N
LOCATE AND CONNECT TO EXISING 6-1 CH
SHOWN UNLESS OTHERWISE
A LT SEE DETAIL ON DRAWING D-3
- - - - - - J81- STA. 23+67
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J�
1 -INCH 1�
381- TPL TR
6-INCH
ZDAR
- - - - - - C _RO& J82-
J80
DIRECTED BY ENGINEER.
SEE GENERAL NOTE 12 ON
CONC. 1,—
WU 6-INCH FIRE
8'x6* TEE I
LINE
X---X-X
DOMESTIC
FIRE LINE
'S - - - - -
- - 0
J79- -
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SHEET G-3 AND DETAILS ON
04
1 -_77
(ALL JOINTS
N 3895154 T
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L 11494980- U
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(ALL JOINTS PS 0,
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LOCATION & DEPTH OF
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1 60 GATE VALVE-T--T-T-
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EXISTING 8" WATER MAIN.
3: W
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r
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1 yv� A=T
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(1)
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_S
S S�S
1
INSPECTOR PROPOSED TIE-IN
0
-S
-S -S --S -S -S -S S
8'vCP
__S STA. 22+95
8*x6' TEE
N 3895170 _�j
-S
6, CATE S
VALVE
2 4+ 5 0,,:,
W 25+00 25+5025+60
/W
T T
T
T
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LOCATION.
4. WATER SERVICE CONNECTIONS
+
DOMESTIC BROIDWAY STREET
1 8'x6" TEE
SERVICE LINE (VARIABLE WIDTH PUPt/0--R,,�W)
E 11494942
& BOX 24+00
- ....................... 11 �
. . .....
ILI
ARE TO BE BORED ACROSS
0
I N 3895183
+50
1
STA 24+75
PE ---�7-
1- 1 000__KIQ��K
TERRANE4N ESMT
THE ROAD WITH A 2"
CN
21+00 214,50
22+00 8-INCH DIP :150 E 11494915
23+ W
L=80' STA. 24+58
1 114"
--G 8"x6' TEE
_T76.6L7____----t 4468 P, J86
DIAMETER PVC CASING PIPE
50
4
STA. 21+72
wip W _8'x6" TEE
- - R=573'
IP N 3895120
G
G - PT ASPHALT
N 3895112
STA. 25+60
8 TS&V ca
OR OPEN CUT. THE ACSA
WILL PROVIDE THE
D D D- IP
D
T �Z
8"xl " WSC T
8� x T/_
3895238 -T T T 6' GATE VALVE
31
T T
6-INCH
HH
A=6,
E 11495065 In AF 11495080
T=40' M8 Wo
SIGN
cN W95075
E 1111495156�/
CONTRACTOR WITH NEW
METER TO BE INSTALLED.
LU
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PA
Tp'::I-
ASPHALT
_N
I -N 7')- & BOX
E 11
E 11494804
FIRE LINE
STA. 23+ 10 (ALL JOINTS
STA. '23+95 C
CS
A C5A WA TERL T. LIMITS; IF
D.B. 2J84 P.. PAVEI
PROVIDE NEW METER BOXES
FOR ALL SERVICES.
StIGN
I\
NSDMH
��.PC
R ESTRAINED)
PRC
RESTO TI ON,
ASPHALT DRIVE REPLACEMENT (M)
T
ze 1 6-INCH FIRE LINE ILT
*A=L7-
N 3895l'F4 �'l
E 11494932 SOMH
N 3895145
E 11495006
A
6* GATE VALVE
1 -INCH 24" PUBLIC ACCESS ESMT
SEE DETAIL ON DRAWING D-3
5. CUT/CAP EXISTING FIRE
LINES AFTER CONNECTION TO
SDIVH
A
SDMH (ALL JOINTS RESTRAINED
J79,95
IDA
-
J80.60
A WATERLINE ESMF J
D.. 2154 P. 126 OUT: 15')VDPE J76. IO(SOUTH)
& BOX
DOMESTIC D.B. 5299 P. 404
SERVICE LINE D.B. 5577p. jj4
ACS4 WATERLINE ESMT
D.B, 53JJ P. 566 VEPCO ESMT I
NEW WATER MAIN. ABANDON
EXISTING VALVE AND PROVIDE
j8j.j5
J80.. 1570PE J75.45(SOUTH)
.
6-INCH FIRE LINE
TO EXISTING 6-INCH
D.B. 82JO P. J66
T
ASPHALT
DRIVE REPLACEMENT (TYP)
LOCATE AND CONNECT
NEW VALVE AT R/W.
SDMH ASPHALT DRIVE REPLACEMENT (TYP)
5'�TCP J77.01(SDUH WEST)
SEE DETAIL
ON DRAWING D-3
(A JOINTS RESTRAJNED) +1
1 FIRE LJNE WITH MJ SOLID SLEEVE
28' WATERISEWER ESMT
_S�T
J81.28 SEE DETAIL ON DRAWING D-3
:241?CP J76.JJ(NORTH) LOCATE AND CONNECT TO EXISTING 6-INCH
1 -INCH
GAS EASEMENT
4
D.B. J42 P. 197 40' SEWER ESMT
6. PROVIDE NEW METER BOXES
LU
IN.-15'PCP J77.01(SDUH WEST)
OUT:JO71DPE J74.92(SOUTH) FIRE LINE WITH MJ SOLID SLEEVE
DOMESTIC
D. B. J838 P. 71
Z
SS12A D.B. 617 P. 96
FOR ALL NEW DOMESTIC
LU
OUT-151?CP J77.98(SDUH EAST)
SERVICE LINE
20' DRAINAGE EASEMENT
A IMP 78-2 1B
J69.98
SERVICES. ACSA TO SUPPLY
(j)
ATUP 77-40P
D.B. 218 P. 118
WOOLEN MILLS, LLC
IN.-8)DVC J62.17(SSf)
METERS.
LACY MECHANICAL, INC.
D.B. 5000 P. 249
'ZT)
OUT.-8VCP J60.677(WEST)
7. EXISTING FORCE MAINS TO
ATUP 77-40Q
PHYLLIS W TIGNOR
D.B. J655 P. 442
D.B. J655 P. 446 PLAT
ATUP 77-40P1
BROADWAY CENTER, LLC
D.B. 5299 P. 411 PLAT
D.B. 4468 P. J9 7 PLAT
BE SHOWN AS APPROXIMATE
REVOCABLE TRUST
25' DRAINAGE EASEMENT D.B. 2182 P. 118 PLA T
D.B. 44J6 P. 471
D.B. 40J P. 592 PLAT
IN LOCATION, TO BE FIELD
D.B. 5286 P. 472
D.B, 907 P. 684 D.B. IJ42 P. 486 PLA T
D.B, 2182 P. 118 PLAT
D.B. J42 P. 197 SEWER
VERIFIED BY CONTRACTOR.
D.B. 1J42 P. 486 PLAT
D.B. 691 P. 654 DB. 691 P. 654 DRAINAGE ESMT.
D.B. 1J42 P. 486 PLAT
D.B. 418 P. 600 VEPCO
D.B. 5111 P. 156 ACSA
D.B. 691 P. 654 DRAINAGE E5MT
D.B. 907 P. 674 PLAT
D.B. 907 P. 674 PLA T
D.B. 617 P. 96 RWSA
D.B. 991 P. 97 ACSA
D.B. 5111 P. 159 ACSA
D.B. 52JO P. J65 VFPCO
D.B. 907 P. 684 PLAT
D.B. 1670 P. 15J SOM
DR 1670 P. 15J SWV
D.B. 1579 P. 2JJ ACSA
D.B. 5299 P. 404 RWSA
O.B. 1482 P. 541 VEPCO
D.B. 1954 P. Jl SWU
D.B. 2J84 P. 119 ACS4
D.B. 4468 P. J86 RWSA
D.B. 55JJ P. 565 ACSA
D.B. 148J P 205 ACS4
D.B. 2154 P. 126 ACS4
D. B. J8J8 P. 717 GAS
D.B. 4528 P. 476 VEPCO
D.B. 5577P. JJ4
385
04
385
APPROX.
-EX. GRADE -
LLI
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380
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380
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360
360
20+50 21+00
21+50 22+00 22+50
23+00
23+50
24+00
24+50 25+00
25+50 26+00
NO.
DATE
BY
REVISIONS
GRAPHIC SCALES
SCALE:
ALBEMARLE COUNTY SERVICE AUTHORITY
DRAWING
20' 15' 10' 5' 0 10' 20' 40'
I I I I I I I
fiWfflMbCMl7
90% SUBMITTAL
HORIZ: 1" 20'
VERT.: 1� 4'
C-3
==0
HORIZONTAL SCALE: 1" = 20'
SemkeAuth4rity
DATE: JULY 2022
DESIGNED: CEL
168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911
-
NOTFOR
BROADWAY STREET WATER MAIN REPLACEMENT
SHEET
4' 3' 2' 1' 0 2' 4' 8'
I I I
Whitman, Requardt & Associates, LLP
Swvbq4bC==ving
CONSTRUCTION
DRAWN: GSL
CHECKED- CEL
PLAN AND PROFILE
60F 9
VERTICAL SCALE: 1" = 4'
9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235
1
1
1
PROJECT NO.- 46480.028
1
1 STA. 20+50 TO STA. 25+60
1 1
E
JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC.
HE RIGHT OF WAY.
VARIES
SHALL NOT BE LOCATED WITHIN T
10'±
10'±
5' 10, 5'
A^�
WATER SEWER
LOCATION OF OTHER UTILITIES
(GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) 16
EASEMENT WIDTHS: WATER OR SEWER ONLY 20' MINIMUM
WATER & SEWER 30' MINIMUM
SEE PART 3, PARAGRAPH D; SEPARATION OF WATER & SEWER SYSTEMS.
UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90* TO THE
RIGHT OF WAY.
UTILITY LOCATIONS & EASEMENT WIDTHS
NTS
FIG. W-1
TD-1
TOP VIEW
6" MINIMUM
4 1
. A
tI. n'
D
M
NOTE: RESTRAINED JOINT FITTINGS
- - - - - - - - - - - -
SIDE VIEW
-----------------
- - - - - - - - - - - - - - - D
...... . . . . . . . . . . ..... ... . M 4
---------------
--------------- z
...... ...... ...
. ..... ......
......
...... ......
......
...... ......
CERTIFICATION
Ol
C( M19P5AV6 T 10 N
A,
A
REQUIRED
GALVANIZED STEEL BEAM,
W12xl4 (MIN. SIZE)
3' MIN. PENETRATION INTO
UNDISTURBED SOIL, OR AS
APPROVED BY THE ACSA.
z
TYPICAL THRUST BLOCK IN FILL AREA
NTS
FIG. W-313
GOOD FOUNDATION MATERIAL
ROCKY FOUNDATION MATERIAL
INITIAL BA,CKFILL
81, -t 8'
8"
MIN. MIN.
6" BEDDING
#68 STONE
L STABLE SOIL L ROCK
SCRAPE THE BOTTOM OF THE TRENCH. REMOVE
ALL STONES TO INSURE THE PIPE DOESN'T REST
ON ROCK AND THEN COMPACT THE SOIL OR
PROVIDE A 4" BEDDING OF #68 STONE.
FOUNDATION IN POOR SOIL UNDER -CUT CONDITION
INITIAL BACKFILL
8 8'
8" MIN. 8* MIN. MIN. MIN.
UNSTABLE GRANULAR FILL AS #68
APPROVED BY ACSA
STONE
SOIL
STABLE SOIL OR ROCK STABLE SOIL OR ROCK
NOTES,
1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES.
2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE
INITIAL BACKFILL.
3. THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS.
4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE
TRENCH.
5. BELL HOLES SHALL BE DUG OUT IN ALL CASES.
DUCTILE IRON WATER
PIPE INSTALLATION & BEDDING
UNDISTURBED EARTH
2 - 3/4- DIA
ALL -THREAD RODS
E
VALVE
NTS
FIG. W-2
TD-2
ASTM A36 AND HEX NUT
ASTM A588 (TYP)
WATER MAIN
UNDISTURBED EARTH
z
51 PLAN
4' CLASS A-3 CONCRETE
MIN
MEGA -LUG
UNDISTURBED EARTH
ELEVATION
24" TRENCH 24"
SECTION
NOTES:
1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER
ASSEMBLY.
2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED EARTH FOR
THE MINIMUM DIMENSION SHOWN.
3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH
WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE
ACCORDINGLY.
CROSS ANCHOR RESTRAINTS FOR VALVES
NTS
FIG. W-3C
2-
PLUG
J
2
I
FOR ALL BENDS
TEE OR WYE FITTINGS
WIDEN TRENCH _01
A MOCATE
17
ANCHOR
IF
REQUIRED
R
K'l
BEDDING AS REQUIRED
PLUG
T
T
SECTION 1 -1
SECTION 2 -2
DEGREE
BEND DIMENSIONS
TEE AND PLUGS
PIPE
OF
(FEET)
VOL.
(FEET)
VOL.
SIZE
B END
CU. YD.
CU. YD.
L
H
T
L
H
T
4'
90
2.50
2.50
3.01
0.24
&
45
22 1/2
2.00
1.50
2.25
2.00
2.60
2.52
0.15
0.10
2.00
2.25
2.50
0.15
6"
11 1/4
1.50
2.00
2.50
0.10
90
3.66
3.16
3.21
0.48
8'
45
22 1/2
2.66
1.66
2.66
2.16
2.77
2.69
0.26
0.13
3.16
2.91
2.66
0.32
11 1/4
1.66
2.16
2.67
0.13
10"
90
4.83
3.83
3.42
0.83
&
45
3.33
3.58
2.95
0.43
3.83
4.00
2.83
0.52
12"
22 1/2
2.33
2.58
2.86
0.24
11 1/4
1.83
2.33
2.84
0.18
1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPEUNE: CHANGES DIRECTION, CHANIGES SIZE, DEAD ENDS, AND AT VALVES.
2. USE 25M P.S.I. CONCRETE.
3. NO CONCRETE SHALL BE POURED ON ANY PAU OF THE JOINT.
4. THE CONSULTING
ENGINEER SHALL BE
RESPONSIBLE TO ME VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS.
CONCRETETHRUSTBLOCKS
NTS
FIG. W-3
TD-3
FINISHED GRADE
TRENCH
REDUCER
2500 P.S.I. CONCRETE THRUST BLOCK
UNDISTURBED SOIL
PROFILE VIEW
UNDISTURBED SOIL
EDGE OF TRENCH
REDUCER
2500 P.S.I. CONCRETE THRUST BLOCK
wm_.
UNDISTURBED SOIL
-
EDGE OF TRENCH
PLAN
VIEW
NOTES:
- NOT TO SCALE
- NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC
SHEETING AS PROTECTION FOR BOLTS.
- 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH,
OR AS APPROVED BY THE ACSA.
- 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR As APPROVED BY THE
ACSA.
- CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH.
- THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL
THRUST BLOCKS.
TYPICAL REDUCER THRUST BLOCK
NTS
FIG. W-3D
- FOR BENDS 8" & SMALLER
USE STRAP ON BEND WITH
ANCHOR BOLT ON CENTER LINE
OF BEND.
- FOR BENDS 10" THROUGH 12"
USE 2 STRAPS ON BENDS
ADJACENT TO BELLS.
TRAPS
- FOR 18" BEND USE 3 S
AS SHOWN.
#4 BARS 0 12" ON CENTER
FOR 12" BENDS & LARGER
USE BRACING STRAPS
ON ALL PIPE SIZES
6'
CONCRETE CLASS 8
ELEVATION
PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT.
R
R
R
CHART FOR UPPER
VERTICAL BLOCKING
TEEL STRAP
FLAT S
WIDTH = DIM. "F"
FILLET WELD
THICKNESS OF
STRAP = 1/4-
STANDARD
' �lu�
HEX NUT
1/4- THICK
PL T
PLATE WASHER
1" NOMINAL
7�ER
INSIDE DIAMETER
EXTRA STRO NG
STEEL PIPE
3/4'
#4 BARS
ANCHOR
0 12"
BOLTS
ON CENTER
BELL
PIPE]
FOR 12'
BENDS
& LARGER
CONCRETE
CLASS "B"
SECTION
NOTE: STANDARD 90* HOOK ON END OF ANCHOR
BOLTS TO
FACE CENTER OF BLOCKS.
CONCRETE BLOCKING FOR
UPPER VERTICAL BENDS
NTS
FIG. W-3A
TD-4
NOTE: HYDRANT MUST BE
EQUIPPED WITH
CHARLOTTESVILLE THREADS
WHICH IS THE LOCAL
STANDARD.
LENGTH OF BRANCH VARI
4IN (270')
6' N Tj 2' TO 10'
7 CU. Fr. VALVE
#68 STONE BOX
2500 P.S.I. CONCRETE
T
BASE AND THRUS
BLOCK AGAINST
UNDISTURBED
STABLE SOIL.
STEEL PILE: WHEN THE SOIL IS
DISTURBED OR WHEN A HYDRANT
IT
IS LOCATED IN A FILL, IN ADDITION
TE, A STEEL PILE
TO POURING CONCRE
SHALL BE USED AS ADDITIONAL SUPPORT.
6" GATE
VALVE
RESTRAINED
JOINT
FITTINGS
8"x6"
TEE
NOTES:
1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE.
2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT (INCLUDING
DITCHES).
3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX.
4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN
THE DITCH.
5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE
PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLS
SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY.
TYPICAL FIRE HYDRANT ASSEMBLY DETAIL
NTS
FIG. W-4
TD-5 TD-6 TD-7 TD-8
-pt
NO. DATE BY REVISIONS DRAWING
SCALE: ALBEMARLE COUNTY SERVICE AUTHORITY
HORIZ: NONE
VERT.:
90% SUBMITTAL D-1-
JULY 2022 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911
DATE:-
SemkeAuth4rily NOT FOR DESIGNED: CEL SHEET
BROADWAY STREET WATER MAIN REPLACEMENT
DRAWN: GSL
Whitman, Requardt & Associates, LLP CONSTRUCTION CHECKED- CEL
DETAILS 1 7 OF 9
9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235
PROJECT NO. 46480.028
E
0
I U I
z
z
WATER
2500 P.S.I.
CONCRETE
THRUST BLOCK
CAPPED ENDS PAINTED BLUE IN REMOTE AREAS
PLACE 5' GALVANIZED "WITNESS" POST WITH
AS DIRECTED. MARKER LOCATION MAY BE
SUBJECT TO HIGHWAY DEPARTMENT APPROVAL.
FINISHED GRADE
L_ _j
y . 4 .
4
VALVE BOX WITH LID
ADJUSTABLE TRAFFIC RATED
M.J. GATE VALVE
LINE
2'x2' BEARING AREA
4
NOTE: IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE.
TYPICAL GATE VALVE
NTS
FIG. W-5
TD-9
14 1/2"
12 3/8-
COVER UFT NOTCH
CAST IRON LID
NOTE: A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS.
TYPICAL METER BOXES
(5/811 - I" METERS)
NTS
FIG. W-7
1" COMPRESSION x 3/4" MALE
PIPE COUPLING OR APPROVED EQUAL
1 " TYPE "K" 0
SOFT COPPER FOR USE ON ATTACHED
I
OR
P
x 3
A
P
4
PR
0
M
VE
A
LE
)e
EQUAL
E K
COPPER FO
SINGLE FAMILY RESIDENTIAL
SERVICES OR DUAL RESIDENTIAL
AND IRRIGATION SERVICES.
1"xl"xl" TEE
7
NOTE: 2'
3
NO SWEATED FITTINGS.
1" COMPRESSION
x 3/4" MALE DUAL SERVICE
PIPE COUPLING OR
APPROVED EQUAL
TACHED
FOR USE ON DE
1" TYPE "K" SINGLE FAMILY RESIDENTIAL
SOFT COPPER SERVICE WHERE AN
IRRIGATION METER IS
0 NOT PROVIDED.
Lcf__��l F_ (1)
SINGLE SERVICE
NOTE:
SADDLES SHALL BE FINISHED CAST IRON LID
USED ON PVC PIPE. GRADE
LOCKWING
BALL VALVE METER BOX
(INLET &
OUTLET) COPPERSETTER
1/8 BEND
COUPLING
METER
.............
BRICK AS NECESSARY
T,
SAND OR DUST UNDER
CORPORATION STOP
VDOT SPEC 203,
NO. 57 AGGREGATE
BOX AND SETTER (2-INCH
MINIMUM THICKNESS)
TYPICAL SERVICE LATERAL INSTALLATION
(5/811 & 1 11 METERS)
NTS
FIG. W-6A
4" DIAMETEI
AND VALVE
WATER MAIN
TD-10
VARIFq
RESTRAINED JOINT FITTINGS
ON—LINE
(TYPE "B")
VALVE BOX
PVC SLEEVE
THRUST
M.J. F BLOCK
VARIES
ZWATER MAIN AND PLUG
VALVE ARE SAME SIZE
�0
VARIES
2" THREADED TAP
DEAD END
(TYPE "A")
TYPICAL BLOW -OFF ASSEMBLY
NTS
FIG. W-8
M.J. PLUG
THREADED COUPLING
BRASS NIPPLE
AND PVC CAP
LUBRICATE ALL THREADS
METER BOX
(SEE FIG. W-7)
NO. 57 STONE
3
2" PIPE SLOPED
TO DRAIN IF
GRADE ALLOWS
2" BRASS PIPE
CRIMP AND ROLL END OF COPPER PIPING
2�
M
REMAINING COPPER PIPE TO BE VERTICAL
SHUT-OFF CORPORATION STOP
TYPICAL SERVICE TAP ABANDONMENT
NTS
FIG. W-613
TD-11
FINISHED
GRADE
AIR RELEASE VALVE BRONZE
GATE
VALVE
BRASS OR BRONZE PIPE
DRAIN TO GRADE
IF POSSIBLE
BRICK SUPPORTS OR
SOLID CEMENT BLOCKS
CRUSHED STONE
TYPE "K" SOFT COPPER
CORPORATION STOP
NOTES:
1. A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR
A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED.
2. FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12'
AND LARGER USE 2" A.R.V. AND FITTINGS.
3. IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN
ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE
MANHOLE CONE.
AIR RELEASE VALVE (AR
NTS
FIG. W-9
VARIES
VALVE
BOX -
VARIE
WATER MAIN -J M.J. FITTING
4" DIP
RESTRAINED JOINT FITTINGS
TO METER BOX
(SEE FIG. W-6A
THRU W-7E).
2" COPPER
4" PLUG THREADED FOR
2" COMPRESSION FITTING
NOTES:
- GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA.
- SERVICE LINE TO CONNECT AT MAIN WITH X%4" TEE.
- REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE.
- REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE.
- NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC
SHEETING AS PROTECTION FOR BOLTS.
- USE 2500 P.S.I. CONCRETE.
LARGE METER SERVICE LINE
NITS
FIG. W-6C
TD-12
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c
0
z
Lj z
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clii NO. DATE BY REVISIONS DRAWING
SCALE: ALBEMARLE COUNTY SERVICE AUTHORITY
HORIZ: NONE
VERT.:
D-2
90% SUBMITTAL
JULY 2022 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911
DATE:—
SemkeAuth4rily NOT FOR DESIGNED: CEL SHEET
BROADWAY STREET WATER MAIN REPLACEMENT
vvii DRAWN: GSL
CONSTRUCTION
Whitman, Requardt & Associates, LLP CHECKED CEL DETAILS 2 80F 9
9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235
PROJECT NO. 46480.028
EROSION AND SEDIMENT CONTROL NARRATIVE
A. PROJECT DESCRIPTION
THE PURPOSE OF THIS PROJECT IS TO REPLACE EXISTING WATER
MAINS WITH DUCTILE IRON WATER MAINS. EXISTING VALVES, FIRE
HYDRANTS, AND WATER SERVICE CONNECTIONS WILL ALSO BE
REPLACED. THE EXISTING WATER MAINS WILL BE ABANDONED IN
PLACE. THE WORK WILL TAKE PLACE ALONG BROADWAY STREET
AND AT ITS INTERSECTION WITH FRANKLIN STREET.
B. EXISTING SITE CONDITIONS
THE EXISTING SITE IS CURRENTLY AN EXISTING SUBDIVISION.
THE WORK TAKES PLACE PRIMARILY WITHIN THE LIMITS OF THE
EXISTING PAVEMENT ROAD RIGHT-OF-WAY. BROADWAY STREET IS
A STATE MAINTAINED ROAD. THE ROAD GRADES ARE GENTLY
SLOPING. THE ROAD DRAINAGE SYSTEM CONSISTS OF OPEN
DITCHES, PARTIALLY CLOSED STORM DRAINAGE SYSTEMS, AND
CULVERTS AT ROAD CROSSINGS AND DRIVEWAYS.
C. ADJACENT AREAS
THE ADJACENT AREAS OF THE PROJECT CONSISTS OF
COMMERCIAL AND INDUSTRIAL DEVELOPMENT. THE EXISTING
DRAINAGE PATTERNS AND SYSTEMS WILL NOT BE IMPACTED BY
THE WORK ON THIS PROJECT.
D. OFF -SITE AREAS, BORROW AND WASTE DISPOSAL
THE OFF -SITE AREAS REQUIRED FOR THE PROJECT WILL INCLUDE
PERMITTED, APPROVED, DISPOSAL FACILITIES FOR EXCESS
MATERIALS. THE OFF -SITE AREAS WILL ALSO INCLUDE A
CONSTRUCTION STAGING AND LAYDOWN AREA TO BE PROVIDED
BY THE CONTRACTOR AND APPROVED BY THE ACSA. BORROW
MATERIAL FOR TRENCH BACKIFILLING MAY BE REQUIRED AS
DETERMINED BY THE PROJECT INSPECTOR.
E. GENERAL SOILS DESCRIPTIONS
THE SOILS ALONG THE PROJECT ALIGNMENT AND BROADWAY
STREET ARE CHARACTERIZED AS FOLLOWS:
MAP UNIT 12C - CATOCTIN SILT LOAM, 7 TO 15 PERCENT
SLOPES.
MAP UNIT 23B - YADKIN CLAY LOAM, 2 TO 7 PERCENT SLOPES.
MAP UNIT 23C - YADKIN CLAY LOAM, 7 TO 15 PERCENT
SLOPES.
MAP UNIT 71B - RABUN CLAY LOAM, 2 TO 7 PERCENT SLOPES.
MAP UNIT 88 - UDORTHENTS, LOAMY, 2 TO 25 PERCENT
SLOPES.
F. STORMWATER MANAGEMENT AND RUNOFF CONSIDERATIONS
ADDRESSED THROUGH THE IMPLEMENTATION OF EROSION AND
SEDIMENT CONTROL MEASURES AS REQUIRED. THE
CONSTRUCTION OF THE PROJECT'S IMPROVEMENTS WILL NOT
RESULT IN ADDITIONAL RUNOFF VOLUMES THAT REQUIRE
STORMWATER QUALITY OR QUANTITY CONTROLS. CONSEQUENTLY,
NO STORMWATER TRAPS OR BASINS ARE REQUIRED. TEMPORARY
AND PERMANENT SEEDING AND SURFACE RESTORATION WILL BE
PREFORMED AS WATER MAIN INSTALLATION PROCEEDS. F1 NAL
RESTORATION WILL FOLLOW TESTING, DISINFECTION, AND
ACCEPTANCE OF THE NEW WATER MAINS BY THE ACSA.
G. CRITICAL AREAS
THERE ARE NO CRITICAL AREAS WITHIN THE BOUNDARIES OF
THIS PROJECT.
H. SEQUENCE OF CONSTRUCTION
1. NOTIFY THE ALBEMARLE COUNTY SERVICE AUTHORITY
INSPECTOR IN WRITING SEVEN DAYS PRIOR TO
COMMENCING CONSTRUCTION OF THIS PROJECT. THE
INSPECTOR WILL NOTIFY THE COUNTY'S DEPARTMENT OF
ENVIRONMENTAL ENGINEERING TO ARRANGE AN ON -SITE
PRE -CONSTRUCTION METTING AT LEAST 48 HOURS PRIOR
TO THE ISSUANCE OF A LAND DISTURBANCE PERMIT.
2. REMOVE EXISTING DEBRIS FROM DRAINAGE DITCHES AND
HAUL TO AN APPROPRIATE DISPOSAL SITE.
3. INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES.
4. NOTIFY THE ALBEMARLE COUNTY SERVICE AUTHORITY AND
COUNTY ENVIRONMENTAL ENGINEERING INSPECTORS WHEN
INITIAL EROSION CONTROL MEASURES ARE IN PLACE.
5. LOCATE ALL EXISTING UTILITIES AND CONSTRUCT ALL
WATER MAIN IMPROVEMENTS AND WATER SERVICE
CONNECTIONS. PLACE AND COMPACT APPROVED BACKFILL
MATERIALS AS TRENCHING AND INSTALLATIONS PROCEED.
6. PROVIDE TEMPORARY SEEDING AND STRAW TO DISTURBED
AREAS AT THE END OF EACH WORK DAY.
7. TEST WATER MAINS, CONNECT NEW WATER SERVICE
CONNECTIONS TO EXISTING METERS, AND OVERFILL
EXISTING ROADS.
8. NO STOCKPILE IS ANTICIPATED FOR THIS PROJECT.
9. UPON COMPLETION OF WORK, APPLY PERMANENT SEEDING
TO ALL DISTURBED AREAS.
10. NOTIFY THE ALBEMARLE COUNTY SERVICE AUTHORITY AND
ENVIRONMENTAL ENGINEERING INSPECTORS WHEN ALL
WORK IS COMPLETE.
11. WHEN DISTURBED AREAS ARE STABILIZED TO THE
SATISFACTION OF THE INSPECTORS AND THE ENGINEER,
REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL
DEVICES.
E
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK
PRIOR TO THE P R E- CONSTRUCTION CONFERENCE, ONE WEEK
PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY,
AND ONE WEE 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 DIEWATERING OPERATIONS, WATER WILL BE PUMPED
INTO AN APPROVED FILTERING DEVICE.
9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL
MEASURES PERIODICALLY AND AFTER EACH RU NOFF- 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:OOAM TO 9:OOPM.
15. BORROW, FILL, OR WASTE ACTIVITY SHALL BE CONDUCTED IN A
SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, IN 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 OF A 5%0
MIX OF ANNUAL RYEGRASS 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 80 LBS/100 SF. ALTERNATIVES
ARE SUBJECT TO BE APPROVED 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 90 LBS/100 SF,
INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL.
FERTILIZER SHALL BE APPLIED AT 100 LBS/ACRE AND CONSIST
OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL
BE APPLIED AT 180 LBS/ACRE AND CONSIST OF 95%
KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL
RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO
BE APPLIED AT 80 LBS/100 SF. ALTERNATIVES ARE SUBJECT
TO BE APPROVED 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 REPAIRED 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 MUST BE
CLEANED AND REPAIRED IMMEDIATELY.
20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURE
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.
GRAVEL CURB INLET SEDIMENT FILTER
RUNOFF WATER GRAVEL FILTER
SEDIMENT WIRE MESH
12"
FILTERED WATER
00
111111111
12"
CONCRErE GUTTER CURB INLET
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE
PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE
OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS.
GRAVEL SHALL BE VDOT #3, 1357 OR 5 COARSE AGGREGATE.
1991
CURB INLET FILTER
FILTER BAG
CURB
INLET BOX
SILT FENCE DROP INLET PROTECTION
2"x4* WOOD FRAME
PERSPECTIVE VIEWS
ELEVATION OF STAKE AND
FABRIC ORIENTATION
DROP INLET
WrrH GRATE
V
DETAIL A
FRAME
GATHER
EXCESS
Al UUMM,
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLEr DRAINS A RELATIVELY FLAT AREA (SLOPE NO
GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE TYPICAL. THE
METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS.
SILT FENCE CULVERT
INLET PROTECTION
1992
DISTANCE IS 6' MINIMUM IF
FLOW IS TOWARD EMBANKMENT
FLOW
ENDWALL
TOE OF FILL
CULVERT
TOE OF FILL
SILT FENCE
OPTIONAL STONE COMBINATION
VIDOT #3, #357, #5, f5f
COARSE AGGREGATE TO REP
FENCE IN "HORSESHOE' WHI
VELOCITY OF FLOW IS EXPECTED
CLASS I RIPRAP
Plate 3.07-1 1
67A
Lz
Plate 3.08-1
JOINTS TO BE TACKED WITH AN APPROVED LIQUID ASPHALT TACK
MATERIAL BEFORE PLACEMENT. JOINTS TO BE SEALED WITH AN
APPROVED LIQUID BITUMINOUS SEALER AFTER PLACEMENT.
MATCH EXISTING PAVEMENT 15" MIN. VDOT
SURFACE ELEVATION SM-9.5A (VDOT SM2A)
MILL EXISTING PAVEMENT
TO LIMITS SHOWN ON
PLANS AND 1.5" DEEP TO
AVOID FEATHERED EDGES
VDOT 21A OR B AGGREGATE
(FULL TRENCH BACKFILL).
REFER TO VDOT PERMIT
AND SECTION 02200
FOR REQUIREMENTS
TRENCH
6" MIN. BM-25.0 EDGE OF
ASPHALT CONCRETE EXISTING PAVEMENT
10" MIN. VDOT NO. 21A OR 21 B AGGREGATE
(MAX. COMPACTED DENSITY PER VDOT
PERMIT APPROVAL, SEE SECTION 02200.)
PIPE
GRANULAR MATERIAL OR #68 STONE.
SEE PIPE INSTALLATION AND BEDDING
DETAIL (FOUNDATION IN POOR SOIL
SECTION, SEE DETAIL W-2\TD-2 ON
DRAWING D-1), CONTRACTOR MAY ALSO
USE 21A OR B FOR BEDDING MATERIAL.
PAVEMENT REPLACEMENT AND TRENCH DETAIL
(FOR INSTALLATIONS WITHIN EXISTING PAVED ROADS)
SCALE: NOT TO SCALE
5'-0" (MAX.) WIDTH OR TO
LIMITS SHOWN ON PLANS
MATCH EXISTING DRIVEWAY EXISTING GRADE
SLOPE AND GRADE
_7=77 Z2��
6" (MIN.) 21A OR �7' 1.5" SM-9.5A OR
MATCH EXISTING BASE 4 MATCH EXISTING
STONE THICKNESS SURFACE MIX THICKNESS
ASPHALT DRIVE REPLACEMENT TYPICAL SECTION
SCALE: NOT TO SCALE
8" DEPTH CONCRETE
PAVEMENT
SEE TYP. PIPE
INSTALLATION AND
BEDDING DETAIL
(FIGURE W-2/TD-2
ON DRAWING D-1)
5-0- (MAX.) WIDTH OR
TO LIMITS SHOWN ON PLANS
MATCH EXISTING DRIVEWAY
SLOPE AND GRADE
n c,:
210
C-)
Y2" EXPANSION JOINT (TYP.)
6"x6" WWF
COMPACTED MIN.
8" VDOT 21A OR
21B AGGREGATE
CONCRETE DRIVE REPLACEMENT TYPICAL SECTION
SCALE: NOT TO SCALE
NO. DATE BY REVISIONS DRAWING
SCALE: ALBEMARLE COUNTY SERVICE AUTHORITY
NONE
HORIZ:
VERT.:
D-3
90% SUBMITTAL
DATE: JULY 2022 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911
Ca
SermkeAuth4rily NOT FOR DESIGNED: CEL SHEET
BROADWAY STREET WATER MAIN REPLACEMENT
vvii DRAWN' GSL
CONSTRUCTION EROSION AND SEDIMENT CONTROL
Whitman, Requardt & Associates, LLP CHECKED CEL
9 OF 9
9030 Stony Point Parkway, Suite 220, Richmond, Virginia 23235
PROJECT NO.- 46480.028
NOTES AND DETAILS