HomeMy WebLinkAboutWPO201300038 Plan - Approved 2013-06-03RIVANNA WATER &SEWER AUTHORITY
CHARLOTTESVILLE, VIRGINIA
WATER & SEWER AUTHORITY
RIVANNA PUMP STATION
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SHEET INDEX
C1 OVERALL SITE PLAN
C1 -A OVERALL SITE PLAN - EXISTING SOIL BOUNDARIES
C2 EXISTING CONDITIONS PLAN
C3 PARTIAL` DEMOLITION PLAN
C4 PARTIAL DEMOLITION PLAN
C5 CONTRACTOR STAGING AREA
C6 EROSION CONTROL & DRAINAGE PLAN
C7 FINAL SITE PLAN
C8 PAVING, GRADING, & STAKING PLAN
C9 STORM DRAIN .PLAN AND PROFILES
C10 SAND FILTER DETAIL PLAN -,,,
C11 CONTRACTOR STAGING AREA
C30 TUNNEL PLAN AND PROFILE
C31 TUNNEL PLAN AND PROFILE
D1 SITE DETAILS
D2 SITE DETAILS
E1 SITE PHOTOMETRIC PLAN
PROPOSED SITE MODIFICATIONS
1. DEMOLITION OF EXISTING CHEMICAL STORAGE BUILDING
2. CONSTRUCTION OF NEW RIVANNA PUMP STATION
3. CONSTRUCTION OF NEW ELECTRICAL GENERATOR AND TRANSFORMER
4. INSTALLATION OF NEW ASPHALT PAVEMENT AND CONCRETE SIDEWALK
5. EXTENSION OF THE 60" RIVANNA INTERCEPTOR INSTALLED THROUGH
A 7.5' DIAMETER TUNNEL.
6. STORMWATER IMPROVEMENTS AT THE MCWWTP
PROPOSED STRUCTURES MAXIMUM HEIGHTS
RIVANNA PUMP STATION 30.5'
ELECTRICAL GENERATOR 151
NOTES:
1. THIS USE, "PUMP STATION FOR WATER AND WASTEWATER INCLUDING POWER
SUPPLY AND CONTROL DEVICES, HOLDING PONDS AND OTHER
APPURTENANCES," WAS APPROVED IN THE FLOODPLAIN ON BOTH PARCELS
40A AND 38B WITH SP 77 -73 AND SP 77 -77. THESE TWO SPECIAL USE
PERMITS AMENDED A PRIOR SPECIAL USE PERMIT (SP373).
SDP #201200-040 / #201200060
FEBRUARY 2014
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PUMP STATION
NEW RIVANNA
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VICINITY MAP
ffiZEN AND SAWYER
Environmental Engineers & Scientists
41011 WestChase Blvd, Raleigh, North Carolina 27607
TH
o BRIAN YANCEY r�
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Lic. No.041975
1UNAL
APPROVED
by than Albemarle C%jrjty
Orarfwiuriity r` evr lopment Oe � rYr teal
File Date 1� z
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APPROVALS
DA T,__/
DEPARTMENT OF COMIVIUNITY DEVELOPMENT
PLANNER /ZONING
ENGINEER
INSPECTIONS
ARB
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DEPARTMENT OF FIRE RES CUE
ALBEIVIARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARIVIENT OF TRANSPORTATION
4i
HEALTH DEPARTIAENT
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N/F CHRISTOPHER M. & JEANNE C� CARTER N/F MPJH INVESTMENTS, LLC.
\ DB 1723 -719 DB 538 -165 PLAT
\ DB 2909 -626 PLAT
DB 802 -732 PLAT
DB 616 -135 PLAT
DB 802 -719, 732 PLAT TAX MAP 77, PARCEL 40C1
♦ N/F YVES DELORME, INC.
♦ DB 3088 -272
DB 2012 -334 PLAT
♦\ / �� " \
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TAX MAP 77, PARCEL 40 B
N/F MPJH INVESTMENTS LLC. \
DB 538 -165 PLAT
TAX MAP 77, PARCEL 21 \ DB 802 -732 PLAT`
RIVANNA WATER AND SEWER AUTHORITY. \ DB 616 -135 PLAT
DB 802 -719 PLAT DB 802 -719, 732 PLAT
DB 3594 -660 PLAT`
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DB 907 -684 PLAT
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NOTES:
1. EXISTING ACSA FIRE HYDRANT PER ALBEMARLE
COUNTY GIS IS WITHIN A 500' RADIUS OF THE
PROPOSED PUMP STATION.
} + +t t + ++ +} • t+ + ++ + + }+ } t +} + + OWNER: RIVANNA WATER & SEWER AUTHORITY
PROPERTY SIZE: 89.46 ACRES
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PROPERTY INFO: DB 768 -277 (COUNTY)
+ + +a DB 438 -854 (CITY)
TAX MAP 77, PARCEL 38B
" < a DB 565 -288 PLAT
�. TAX MAP 77 -40A
DB 331 -554A PLAT
DB 650 -272
DB 616 -135 PLAT
TAX MAP 77, PARCEL 22A
DB 757 -11
DB 536 -470 PLAT
�• / TAX MAP 78, PARCEL 22A
DB 639 -193
�a OFFSITE PROP: TAX MAP 78 -21 B
DB 3790 -451
DB 403 -592 PLAT
' TAX MAP 78 -21H
DB 1067 -303
DB 342 -193 PLAT
EASEMENT DB 633 -213
TAX MAP 77 -40H
DB 966-114
TAX MAP 78 -21H TAX MAP 78 -21A
SEE DRAWING M1 FOR YA�9y GEORGEANN WILCOX DB 1714 -607
PIPING IN THIS AREA b� �`w DB 1067 -303 ZONING: LI ENTRANCE CORRIDOR OVERLAY DISTRICT
SyFF DB 342 -193 PLAT COUNTY: ALBEMARLE
r STATE: VIRGINIA
C�1N ° "•'�2 LfM.ITS F DISTURBANCE
• ENGINEER: HAZEN AND SAWYER, PC
TAX MAP 77, PARCEL 40P 4011 WESTCHASE BLVD.
N/F MPJH INVESTMENTS, LLC o °,° o SUITE 500
DB 2797 -623 �" �� RALEIGH, NC 27540
DB 1342 -486 PLAT
DB 2182 -118 PLAT
TAX MAP M-4-11 I", DRAPER ADEN ASSOCIATES
SYLVESTER
WARREN LAWRENCE
HERRRII HERRING, 700 HARRIS STREET, SUITE E
CHARLOTTESVILLE, VA 22902
DB 621 -507 ,
DB 542 -568 PLAT '�� (434)295-0700
LIMITS OF DISTURBANCE —�
\ TAX MAP 78 -21P DATUM: HORIZ: NAD -83 VIRGINIA SOUTH ZONE
PATRICIA R. SWIFT VERT: NAVID
\ DB 1953-518
l/ DB 338 -308 -308 PLAT
•W �, TAX MAP 77, PARCE 40P1 100 YEAR FLOODPLAIN ELEVATION: 330,00'
N/F PRICE YOUNG, LLC REFERENCE: FEMA MAP 51003CO2890
S
t + DB 2182 -115 PARCEL X SyFF DATED FEBRUARY 4, 2005
+ }+ + ' DB 2182 -118 PLAT
t } + WAIVERS FOR DETENTION, TRAVELWAY WIDTH AND LANDSCAPE PLAN
REQUIREMENTS HAVE BEEN GRANTED UNDER THE MAJOR AMENDMENT
,:A ;.
OC (Ply. A VEI } 1 REVIEW OF SDP200800100.
� + + ++ t,' +_� +_ +�,��,•,, = +- + + } }; t "",, g ASSOCIATED SITE PLANS AND REVISIONS:
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2009)
SITE PLAN SUBMITTAL FOR THE EXPANSION OF MOORES CREEK WWTP
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U PORTER
Lic. No.041975
Z /24/14
SIGNAL ��
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WITH REGARDS TO THE NUTRIENT REMOVAL IMPROVEMENT PROJECT.
SDP201000082 (APPROVED JAN 20111
SITE PLAN SUBMITTAL FOR IMPROVEMENTS TO THE EXISTING MOORES
CREEK PUMP STATION AND ITS ASSOCIATED PROPOSED FORCE MAIN.
SDP201200040 (APPROVED OCT 2012)
— -° SITE PLAN SUBMITTAL FOR DIGESTER IMPROVEMENTS AT THE EXISTING
...,i�- MOORES CREEK WWTP
.� o
/ S FFT FIRE HYDRANT MAINTAINED WP0200800079 (APPROVED JAN 200
BY ALBEMARLE COUNTY WATER PROTECTION AND EROSION CONTROL SUBMITTAL ASSOCIATED
ISINF �4A S SERVICE AUTHORITY SEE WITH SDP200800100.
wFAGILITIES eHL RIfVE NOTE 1 WP0201000052 (APPROVED OCT 2010)
TAX MAP 7 PARCEL
snsT� E WATER PROTECTION AND EROSION CONTROL SUBMITTAL FOR AN
x� w BUI DI N/F COLLETT M & EDITH C. THACH / ' ✓°
77 nv DB 1029 607 PARCEL C1 FH / ADDED WORK CHANGE ORDER TO INCLUDE AN ADDITIONAL CLARIFIER
DB 3 -592 PLAT i,. AND ITS ASSOCIATED PIPING TO SDP200800100.
N.: r
r9 WP0201000066 (APPROVED FEB 2011)
.BCKWASH .::.�.T �2 -1 '`" T EC ,ee . WATER PROTECTION AND EROSION CONTROL SUBMITTAL ASSOCIATED
`'STORAGE „ �—
%: BASI»:. t C TRACTOR WITH SDP20100082.
+ WP0201200060 (APPROVED OCT 2012)
RIVANNA PUP + b, "'\ / a
t } + OCKPILE LAYD WN ,f
y } .. WATER PROTECTION AND EROSION CONTROL SUBMITTAL ASSOCIATED
STATION y' + ' +'t +' + ++ +; ` r REA # 1 ,� r,, " 7 WITH SDP201200040
7 I
EFFLUENT
MINIMUM YARD REQUIREMENTS (MET OR N /A):
x. %, . , e,.. i ,, ..�.,, X..
,STATION �., l9 �" , �.,
�„ MINIMUM OF 50 BETWEEN PUBLIC R 0 W AND STRUCTURE
-
v. " " " °�/ / ✓� � �, 3�/.<� � ��%,� s �� � � „ ,:. _�f ` w" � �;� ,. \ f ° �/� ,-'� /,�s ,/ � a. MINIMUM OF 50 BETWEEN RESIDENTIAL RURAL DISTRICTS
AND
STRUCTURE
a� � � .� "� j ' MINIMUM 10 OFF STREET PARKING AND LOADING SPACE
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°� z f1d MINIMUM SETBACK REQUIREMENTS: NONE
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HEIGHT OF PROPOSED STRUCTURES:
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N E W RIVANNA PUMP STAT ION. 22
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HAZEN AND SAWYER RIVANNA WATER & SEWER AUTHORITY
Environmental Engineers & Scientists CHARLOTTESVILLE, VIRGINIA
4011 WestChase Boulevard, Suite 500 Raleigh, North Carolina 27607
���JENNY NEW RIVANNA PUMP STATION
VV ENGINEERING
RIVANNA INTERCEPTOR TUNNEL
NEW RIVANNA PUMP STATION
CIVIL
OVERALL SITE PLAN
ON —SITE HORIZONTAL AND VERTICAL CONTROL
DESCRIPTION
NORTHING
EASTING
ELEVATION
BM 1
3894603.2360
11494246.0650
331.95
BM 2
3894596.6830
11494966.7400
354.48
TBM 1
3894465.7500
11495081.2000
331.51
LEGEND
CRITICAL SLOPE (> 25 %)
FH FIRE HYDRANT
THE SCALE BAR DATE SEPTEMBER 2013
SHOWN BELOW H & S JOB 31037-042
MEASURES ONE NUMBER
INCH LONG ON CONTRACT DRAWING
THE ORIGINAL NUMBER NUMBER
DRAWING.
1 1 C1
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HAZEN AND SAWYER RIVANNA WATER & SEWER AUTHORITY
Environmental Engineers & Scientists CHARLOTTESVILLE, VIRGINIA
4011 WestChas'e Boulevard, Suite 500 Raleigh, North Carolina 27607
JM" JENNY NEW RIVANNA PUMP STATION
VV ENGINEERING
RIVANNA INTERCEPTOR TUNNEL
NOTES:
1 100 YR FLOODPLAIN ELEVATION = 330'
REFERENCE: FEMA MAP NUMBER 51003CO289D,
DATED FEBRUARY 4, 2005.
SOIL TYPE LEGEND
12D, 12E CATOCTIN SILT LOAM
13D CATOCTIN VERY STONY SILT LOAM
23B, 23C DAVIDSON CLAY LOAM
55B MCQUEEN LOAM
58D MYERSVILLE SILT LOAM
71 C, 711), 71B RABUN CLAY LOAM
77 RIVERVIEW— CHEWACLA COMPLEX
83 TOCCOA FINE SANDY LOAM
88 UDORTHENTS, LOAMY
THE SCALE BAR DATE SEPTEMBER 2013
NEW RIVANNA PUMP STATION
SHOWN BELOW H & S JOB 31037 -042
MEASURES ONE NUMBER
CIVIL INCH LONG ON CONTRACT DRAWING
THE ORIGINAL NUMBER NUMBER
OVERALL SITE PLAN - EXISTING SOIL BOUNDARIES DRAWING.
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HAZEN AND SAWYER RIVANNA WATER & SEWER AUTHORITY
Environmental Engineers & Scientists CHARLOTTESVILLE, VIRGINIA
4011 WestChas'e Boulevard, Suite 500 Raleigh, North Carolina 27607
JM" JENNY NEW RIVANNA PUMP STATION
VV ENGINEERING
RIVANNA INTERCEPTOR TUNNEL
NOTES:
1 100 YR FLOODPLAIN ELEVATION = 330'
REFERENCE: FEMA MAP NUMBER 51003CO289D,
DATED FEBRUARY 4, 2005.
SOIL TYPE LEGEND
12D, 12E CATOCTIN SILT LOAM
13D CATOCTIN VERY STONY SILT LOAM
23B, 23C DAVIDSON CLAY LOAM
55B MCQUEEN LOAM
58D MYERSVILLE SILT LOAM
71 C, 711), 71B RABUN CLAY LOAM
77 RIVERVIEW— CHEWACLA COMPLEX
83 TOCCOA FINE SANDY LOAM
88 UDORTHENTS, LOAMY
THE SCALE BAR DATE SEPTEMBER 2013
NEW RIVANNA PUMP STATION
SHOWN BELOW H & S JOB 31037 -042
MEASURES ONE NUMBER
CIVIL INCH LONG ON CONTRACT DRAWING
THE ORIGINAL NUMBER NUMBER
OVERALL SITE PLAN - EXISTING SOIL BOUNDARIES DRAWING.
1 C1 -A
1EIy
i
3"g
FILTER BUILDING
33
33
FILTER BACKWASH
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332
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EXISTING GRAVEL DRIVE
EXISTING 40' RWSA
SEWER EASEMENT,
DB 617 -96, PG 98, PLAT
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PROPERTY LINE
- TEMPORARY BENCHMARK TBM -1):
, �: -:� : ;; ,.._.__..____._____.._.._-.._ CHISELED SQUARE IN CONCRETE
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OWNER:
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DESIGNED B TE
I
PROPERTY INFO:
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DRAWN B TE
CHECKED
A
AW100
-6
DB 3790 -451
DB 403 -592 PLAT
TAX MAP 78 -21H
DB 1067 -303
DB 342 -193 PLAT
ZONING:
LI
COUNTY:
ALBEMARLE
STATE:
VIRGINIA
PROJ.ENGR. y
3
CONFORMED
JAN 2014
BYP
2
ADDENDUM 1
OCT 2013
JRC
1
BIDDING
SEPT 2013
RLT
N0.
ISSUED FOR
DATE
BY
APPROVED
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33
33
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DB 617 -96, PG 98, PLAT
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- TEMPORARY BENCHMARK TBM -1):
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W.
'o BRIAN YANCEY
POR'T'ER �
Lie. No.041975
sI�NAL ��
ffiZEN AND SAWYER
Environmental Engineers & Scientists
4011 WestChase Boulevard, Suite 500 Raleigh, North Carolina 27607
J=0% JENNY
VV ENGINEERING
K „„f
'\-- 100 -YR FLOODPLAIN, PER GIS
BASE FLOOD ELEV: 330' j
'100 MOORES CREEK
,�' ✓ STREAM BUFFER
_..._._ -
w
- ...._......
..�...
RIVANNA WATER & SEWER AUTHORITY
CHARLOTTESVILLE, VIRGINIA
NEW RIVANNA PUMP STATION
RIVANNA INTERCEPTOR TUNNEL
✓ /r
r
i�
1'=20'- 0 11
NEW RIVANNA PUMP STATION
CIVIL
EXISTING CONDITIONS PLAN
NOTES:
OWNER:
RIVANNA WATER & SEWER AUTHORITY
I
I
PROPERTY INFO:
€BORIN
SOIL
SEE` NOTE
A
AW100
-6
DB 3790 -451
DB 403 -592 PLAT
TAX MAP 78 -21H
DB 1067 -303
DB 342 -193 PLAT
ZONING:
LI
COUNTY:
ALBEMARLE
STATE:
VIRGINIA
ENGINEER:
8
4011 WESTCHASE BLVD.
SUITE 500
f
3
RALEIGH, NC 27540
SURVEYOR:
1 g
700 HARRIS STREET, SUITE E
CHARLOTTESVILLE, VA 22903
(434)295 -0700
DATUM:
'o BRIAN YANCEY
POR'T'ER �
Lie. No.041975
sI�NAL ��
ffiZEN AND SAWYER
Environmental Engineers & Scientists
4011 WestChase Boulevard, Suite 500 Raleigh, North Carolina 27607
J=0% JENNY
VV ENGINEERING
K „„f
'\-- 100 -YR FLOODPLAIN, PER GIS
BASE FLOOD ELEV: 330' j
'100 MOORES CREEK
,�' ✓ STREAM BUFFER
_..._._ -
w
- ...._......
..�...
RIVANNA WATER & SEWER AUTHORITY
CHARLOTTESVILLE, VIRGINIA
NEW RIVANNA PUMP STATION
RIVANNA INTERCEPTOR TUNNEL
✓ /r
r
i�
1'=20'- 0 11
NEW RIVANNA PUMP STATION
CIVIL
EXISTING CONDITIONS PLAN
NOTES:
OWNER:
RIVANNA WATER & SEWER AUTHORITY
PROPERTY SIZE:
89.46 ACRES
PROPERTY INFO:
TAX MAP 77 -40A
DB 565 -288
DB 331 -554 PLAT
TAX MAP 78 -21 B
DB 3790 -451
DB 403 -592 PLAT
TAX MAP 78 -21H
DB 1067 -303
DB 342 -193 PLAT
ZONING:
LI
COUNTY:
ALBEMARLE
STATE:
VIRGINIA
ENGINEER:
HAZEN AND SAWYER, PC
4011 WESTCHASE BLVD.
SUITE 500
RALEIGH, NC 27540
SURVEYOR:
DRAPER ADEN ASSOCIATES
700 HARRIS STREET, SUITE E
CHARLOTTESVILLE, VA 22903
(434)295 -0700
DATUM:
HORIZ: NAD -83 VIRGINIA SOUTH ZONE
VERT: NAVD -88
100 YEAR FLOODPLAIN ELEVATION: 330.00'
REFERENCE: FEMA MAP # 51003CO2890
DATED FEBRUARY 4,
2005
1. FOR FURTHER INFORMATION ON SOIL BORINGS IN
THIS AREA, REFER TO APPENDICES A AND B OF
THE CONTRACT DOCUMENTS.
LEGEND
BENCHMARK
-�- SOIL BORING
YH 6- YARD HYDRANT
20 10 0 20'
THE SCALE BAR DATE SEPTEMBER 2013
SHOWN BELOW H & S JOB 31037 -042
MEASURES ONE NUMBER
INCH LONG ON CONTRACT DRAWING
THE ORIGINAL NUMBER NUMBER
DRAWING.
1 1 C2
STAKING TABLE
POINT #
NORTHING
EASTING
DESCRIPTION
1
3894528.46
11495073.15
PERM EASEMENT
2
3894591.76
11495065.21
PERM EASEMENT
f j
GAS STORAGE/ fo gym;
/ SPHERE
LIMITS OF DISTURBANCE. o F �
MAINTENANCE OF PIREUS
✓l ` a J ROW SUCH AS PATCHING
_._.
_ _ r' V
__ _ 2
_ RWSA PERMANENT 20' i
A EASEMENT
f E
__ _ ...... ..... __._.._..____._- ............. ..._.___.....____ __...- _,- _._____.- .._.__._.._. AREA TO BE CLEAREDt
AND GRUBBED • ,
w
rt,
{j
- �� yr �.. --
(
.............::._ �.,,...,.,,»,,:. nW. �, �,.«, �. „,..._.,..,^....�.�.....,..��- ..rte.....,.,,.,..:;.. - § j
Al
i t
,
t
°w
J
�tf
AP
R
-, OP . ........... ,
L_J
w.w.
°M
FILTER BUILDING -'
. cE
�8
7
_- _,.... .. DEMOLISH EXISTING ROADWAY X �APo
/ „r -- ,.-- TO LIMITS SHOWN, SEE NOTE 3
,
UV BUILDING -
r�~
EXISTING /,SIDEWALK i
SEE 6 Lj
__,.... DEMOLISH ELECTRICAL ,s�:�,
STRUCTURES, TYP OF 4 `
I
_......_ .......__ - nii r_...,...
/jar_. -- -- _ _ _ , '`� - E_H NC_-S- TORAr €- I ,
LIMITS OF DISTURBANCE, TYP
._... . - ,
DEMOLISH EXISTING --
_ _. .. . ._
' --- CATCH BASIN
...._.._,..,.._...._..,...... ,.r r - r
-- EXISTING
TO LIMIITS S
„rte" �
;✓' � � HOWN --- _- _-
_: gig: __.._._,..._...__..,... __._._.,_..,.,....✓ /'° - ' —�`' '' �' — '_'''� '��''�— '''�— `'���''-- ''�� —''�' '
:
- ,,-
� -,- N
X DEMOLISH 15° RCP
DEMOLISH CRANE '
\ 0
EXISTING CURB �-
FILTER BACKWASH FILTER " - BACKWASH
AND GUTTER k E
SEE NOTE 6E 1 WASTE TORA E
DEMOLISH ASPHALT
TO LIMITS SHOWN f
SEE NOTE 3
DEMOLISH EXISTING
x
x
woS,w , TREAM tigaw�_ F � . . \I
CH BASI N
IwN DEMOLISH �w Ok ° FER CI
r 100
x
�
.a
—� —
.� EFFLUENT PUMPING
<
i
-- - -- - --- � BUILDING
E •
9 �
_
g�+•� a ,.
EXISTING CRANE,
/
SEE NOTE 5
1_5 ------
.,..a.... .,_w....,.m.... �,..,:,...: ,,.... :.,..�.......�.. ............... .
,. '+� _.......,.,.,°.. �„ �, �......,.,... �. ..n.....,.,..�.,,.�.�.::......, .,�.......,:�.,,u .. »,...,.«,> ., �,, „.,..,u,..w.w,.,.»xa»„ »:.:.,.. ....:,.,».,,�.,.�.,.— .W,.:.w .,�....:.,:.. �..... �..... _.....,,.- �:. «..,,.,:,,µ...�.,. .gip . -.�„'. ✓'” 3°�" 4
—� ° _ r
_..�
z -. --
....._ . ..._._— ,..,,, -
>L
J
Q
x 3
2
1
NO.
UBR_
IAN YANCEY
PORTER
Lic. No.041975
NA L
ffiZENffiD SAWYER
Environmental Engineers & Scientists
4011 WestChase Boulevard, Suite 500 Raleigh, North Carolina 27607
j'0% JENNY
VV ENGINEERING
RIVANNA WATER & SEWER AUTHORITY
CHARLOTTESVILLE, VIRGINIA
NEW RIVANNA PUMP STATION
RIVANNA INTERCEPTOR TUNNEL
in
NOTES:
1. CONTRACTOR SHALL MAINTAIN A CLEAR TRAFFIC LANE ON PIREUS ROW
THROUGHOUT THE DURATION OF THE PROJECT AS SPECIFIED IN
SECTION 01520, MAINTENANCE OF PLANT OPERATIONS DURING
G CONSTRUCTION.
2. CONTRACTOR SHALL PROVIDE TEMPORARY FENCING IN AREAS WHERE
EXISTING FENCE IS TO BE DEMOLISHED. TEMPORARY FENCING SHALL
TIE INTO EXISTING FENCING TO PROVIDE A CONSTANT BARRIER AND
f w� SITE SECURITY AT ALL TIMES.
l
3. THE ANTICIPATED LIMITS OF PAVEMENT DEMOLITION REQUIRED FOR
CONSTRUCTION ACTIVITIES ARE SHOWN AS APPROXIMATE.
CONTRACTOR SHALL PHASE DEMOLITION OF EXISTING PAVEMENT TO
LIMIT SOIL EROSION, PROVIDE DUST CONTROL AND MAINTAIN FACILITY
_r ACCESS. ALL ASPHALT WITHIN LIMITS OF DISTURBANCE TO BE
REPLACED AT CONCLUSION OF CONSTRUCTION. REFER TO SHEET C8
FOR THE LIMITS OF FULL DEPTH ASPHALT REPLACEMENT.
4. REFER TO SHEET C6 FOR EROSION CONTROL MEASURES AND
INSTALLATION NOTES PRIOR TO COMMENCEMENT OF DEMOLITION OR
COLLETT M. THACH GRUBBING OPERATIONS.
' TRUSTEE OF THE COLLETT 5. CONTRACTOR SHALL PROTECT EXISTING EFFLUENT PUMPING BUILDING
M. THACH TRUST CRANE AND CONCRETE PAD THROUGH OUT CONSTRUCTION ACTIVITIES.
TM 78-21B
6. THE CONTRACTOR SHALL REPLACE ANY SECTION OF EXISTING
SIDEWALK OR CURB AND GUTTER DAMAGED DURING CONSTRUCTION TO
ITS ORIGINAL CONDITION.
Yrr ✓
r 7. FOR BIDDING PURPOSES, DEMOLITION OF CHLORINE BUILDING SHALL
fr INCLUDE THE COMPLETE REMOVAL OF THE APPROXIMATE
40'WX45L'X16'H STRUCTURE. SUPERSTRUCTURE CONSISTS OF A
REINFORCED CONCRETE FRAME SUPPORTING A METAL TRUSS AND
EXISTING THACH PROPERTY,/ , PURLIN ROOF SYSTEM. EXTERIOR AND INTERIOR WALLS ARE
TRAVEL LANE, SEE NOTE 1 REINFORCED 8° CMU W/ 4° BRICK VENEER AROUND THE EXTERIOR
WALLS. SUPERSTRUCTURE FLOOR IS 8° REINFORCED SLAB ON GRADE
WITH AN AREA APPROXIMATELY 16X7' THICKENED TO 2' -3 °.
{� FOUNDATION CONSIST OF 1' THICK REINFORCED CONCRETE STEM WALLS
SUPPORTED BY 1' THICK BY 5' WIDE SHALLOW SPREAD FOOTINGS
AROUND THE PERIMETER OF THE STRUCTURE. STEM WALL HEIGHTS
feu' VARY BETWEEN 6' AND 12' AROUND THE PERIMETER OF THE
STRUCTURE.
�I
DEMOLISH EXISTING
DESIGNED B TE
DRAWN B TE
CHECKED
PROJ.ENGR. fyP
\-
DEMOLISH CHLORINE JUNCTION BOX
-- �� - - -
AND ASSOCIATED PIPING
............
° .w
DEMOLISH 12° CI
CONFORMED
JAN 2014
BYP
ADDENDUM 1
OCT 2013
JRC
BIDDING
SEPT 2013
RLT
ISSUED FOR
DATE
BY
APPROVED
UBR_
IAN YANCEY
PORTER
Lic. No.041975
NA L
ffiZENffiD SAWYER
Environmental Engineers & Scientists
4011 WestChase Boulevard, Suite 500 Raleigh, North Carolina 27607
j'0% JENNY
VV ENGINEERING
RIVANNA WATER & SEWER AUTHORITY
CHARLOTTESVILLE, VIRGINIA
NEW RIVANNA PUMP STATION
RIVANNA INTERCEPTOR TUNNEL
in
NOTES:
1. CONTRACTOR SHALL MAINTAIN A CLEAR TRAFFIC LANE ON PIREUS ROW
THROUGHOUT THE DURATION OF THE PROJECT AS SPECIFIED IN
SECTION 01520, MAINTENANCE OF PLANT OPERATIONS DURING
G CONSTRUCTION.
2. CONTRACTOR SHALL PROVIDE TEMPORARY FENCING IN AREAS WHERE
EXISTING FENCE IS TO BE DEMOLISHED. TEMPORARY FENCING SHALL
TIE INTO EXISTING FENCING TO PROVIDE A CONSTANT BARRIER AND
f w� SITE SECURITY AT ALL TIMES.
l
3. THE ANTICIPATED LIMITS OF PAVEMENT DEMOLITION REQUIRED FOR
CONSTRUCTION ACTIVITIES ARE SHOWN AS APPROXIMATE.
CONTRACTOR SHALL PHASE DEMOLITION OF EXISTING PAVEMENT TO
LIMIT SOIL EROSION, PROVIDE DUST CONTROL AND MAINTAIN FACILITY
_r ACCESS. ALL ASPHALT WITHIN LIMITS OF DISTURBANCE TO BE
REPLACED AT CONCLUSION OF CONSTRUCTION. REFER TO SHEET C8
FOR THE LIMITS OF FULL DEPTH ASPHALT REPLACEMENT.
4. REFER TO SHEET C6 FOR EROSION CONTROL MEASURES AND
INSTALLATION NOTES PRIOR TO COMMENCEMENT OF DEMOLITION OR
COLLETT M. THACH GRUBBING OPERATIONS.
' TRUSTEE OF THE COLLETT 5. CONTRACTOR SHALL PROTECT EXISTING EFFLUENT PUMPING BUILDING
M. THACH TRUST CRANE AND CONCRETE PAD THROUGH OUT CONSTRUCTION ACTIVITIES.
TM 78-21B
6. THE CONTRACTOR SHALL REPLACE ANY SECTION OF EXISTING
SIDEWALK OR CURB AND GUTTER DAMAGED DURING CONSTRUCTION TO
ITS ORIGINAL CONDITION.
Yrr ✓
r 7. FOR BIDDING PURPOSES, DEMOLITION OF CHLORINE BUILDING SHALL
fr INCLUDE THE COMPLETE REMOVAL OF THE APPROXIMATE
40'WX45L'X16'H STRUCTURE. SUPERSTRUCTURE CONSISTS OF A
REINFORCED CONCRETE FRAME SUPPORTING A METAL TRUSS AND
EXISTING THACH PROPERTY,/ , PURLIN ROOF SYSTEM. EXTERIOR AND INTERIOR WALLS ARE
TRAVEL LANE, SEE NOTE 1 REINFORCED 8° CMU W/ 4° BRICK VENEER AROUND THE EXTERIOR
WALLS. SUPERSTRUCTURE FLOOR IS 8° REINFORCED SLAB ON GRADE
WITH AN AREA APPROXIMATELY 16X7' THICKENED TO 2' -3 °.
{� FOUNDATION CONSIST OF 1' THICK REINFORCED CONCRETE STEM WALLS
SUPPORTED BY 1' THICK BY 5' WIDE SHALLOW SPREAD FOOTINGS
AROUND THE PERIMETER OF THE STRUCTURE. STEM WALL HEIGHTS
feu' VARY BETWEEN 6' AND 12' AROUND THE PERIMETER OF THE
STRUCTURE.
�I
k = ,
DEMOLISH EXISTING
CATCH BASINS
DEMOLISH ELECTRICAL POLE, SEE SHEET E2
;001 DEMOLISH 15° RCP
-- DEMOLISH EXISTING
/ SAND FILTER
f
DEMOLISH EXISTING CURB AND
i' GUTTER TO LIMITS SHOWN
DEMOLISH GAS FLARES
(NON- ACTIVE), TYP OF 2
� 1,
j I f
` DEMOLISH 18° Cl f
i
DEMOLISH 15 RCP ,, --- F r
DEMOLISH CURB INLET r N
DEMOLISH JUNCTION BOX
DEMOLISH 18° CI
TO LIMITS SHOWN �r
DEMOLISH 12” CI
` tf\
LIMITS OF DISTURBANCE, TYP
/j
NEW RIVANNA PUMP STATION
CIVIL
PARTIAL DEMOLITION PLAN
LEGEND
LIMITS OF DISTURBANCE
V=20'-01
LIMITS OF DEMOLITION
AREA TO BE CLEARED
AND GRUBBED
20 10 0 20'
THE SCALE BAR DATE SEPTEMBER 2013
SHOWN BELOW H & S JOB 31037 -042
MEASURES ONE NUMBER
INCH LONG ON CONTRACT DRAWING
THE ORIGINAL NUMBER NUMBER
DRAWING.
1 1 C3
DEMOLISH EXISTING
CATCH BASIN
\-
DEMOLISH CHLORINE JUNCTION BOX
-- �� - - -
AND ASSOCIATED PIPING
............
° .w
DEMOLISH 12° CI
4
®
DEMOLISH EXISTING FENCING TO
LIMITS SHOWN, SEE NOTE 2
DIESEL TANK TO BE REMOVED AND
SALVAGED, SEE SPECIFICATION 01520
AREA TO BE CLEARED AND
.. „ _.
GRUBBED, SEE NOTE 4
j --
DEMOLISH CHLORINE STORAGE
BUILDING, SEE NOTE 7
DEMOLISH
15° RCP
k = ,
DEMOLISH EXISTING
CATCH BASINS
DEMOLISH ELECTRICAL POLE, SEE SHEET E2
;001 DEMOLISH 15° RCP
-- DEMOLISH EXISTING
/ SAND FILTER
f
DEMOLISH EXISTING CURB AND
i' GUTTER TO LIMITS SHOWN
DEMOLISH GAS FLARES
(NON- ACTIVE), TYP OF 2
� 1,
j I f
` DEMOLISH 18° Cl f
i
DEMOLISH 15 RCP ,, --- F r
DEMOLISH CURB INLET r N
DEMOLISH JUNCTION BOX
DEMOLISH 18° CI
TO LIMITS SHOWN �r
DEMOLISH 12” CI
` tf\
LIMITS OF DISTURBANCE, TYP
/j
NEW RIVANNA PUMP STATION
CIVIL
PARTIAL DEMOLITION PLAN
LEGEND
LIMITS OF DISTURBANCE
V=20'-01
LIMITS OF DEMOLITION
AREA TO BE CLEARED
AND GRUBBED
20 10 0 20'
THE SCALE BAR DATE SEPTEMBER 2013
SHOWN BELOW H & S JOB 31037 -042
MEASURES ONE NUMBER
INCH LONG ON CONTRACT DRAWING
THE ORIGINAL NUMBER NUMBER
DRAWING.
1 1 C3
�IQ
,. � � �., � �� �. � � ,.Y \. +� � & �', " w"°"" °,,� tea"`• , \'�",,, '^ \ � \ \`
t.3�3 r \, '\ \ � r" � <t mow. >, �; 3 �"'� `fig �* `� E \, € '\�aa •.,.,,,. � \, \.,, "w. `w�. 4'.,,
°�,.
Al
STAKING TABLE �\,, ` Wes` '� � "�' � �� .��� � �� � ` , `�� _ n� ��, . '� i t X,
« ,
IN
POINT 4 NORTHING EASTING DESCRIPTION \ ` ° ^° ,, \ t ` \
1 3895081.10 11495088.32 PERM EASEMENT
iv \ BW100 3``
`a FH
1 I N,
i gy mow.
°50' yARCHANT RIGHT—OF—WAY Sv� ",_ ���y
A
PERMANENT 28,. CITE' OF
CHARLOTTESVILLE SEWER., EASEMENT c,
-,
f \ SYLVESTER LAWRENCE.` _.__.., ...., \ �. \^ \ '\
\,q \``
\ 4. HERRING JR. & WARREN - '
' ,"
v
LEE HERRING \, {•..,` F\ ';�,..
,v °�.
LIMITS OF DISTURBANCE, TYP r
SEE NOTE 4
\x,,
\ \ DEMOLISH AIR RELEASE VALVE 'r`' %q� t�7 \ \\ �\ \ tea« M X`\
AND MANHOLE SEE NOTE 3 -o \ ,
` GEORGEANN WILCOX�
TM 78 -21H
ryBW200 -2 7
4; ✓ �' PATRICIA R. SWIFT i
SALVAGE AND RELOCATE ° ° ° 78-21P
� � � �,. � � � TM
EXISTING FUEL TANK
.� DEMOLISH CONCRETE PAD t
'may s U
- LIMITS OF RWSA 'S EASEMENT "` wqw- /
DB 633 -213 i
TPA 1
WOOD PROPERTY
INVESTMENTS, LLC
LIMITS OF DISTURBANCE PS �_
� �P ..-" � � � ALL FUEL PIPING IN THIS AREA TO BE TM 78 -21N -- �
DEMOLISHED AND ELECTRICAL CABLE SHALL
w. DEMOLISH_ELECTRICAL BOX ��� � �-7 r� ^ �$ BE DEMOLISHED TO 3' BELOW GRADE
AND ~'_PAD �' :% f0 F
_.._
#
' - SALVAGE AND RELOCATE '� O—t DEMOLISH BOLLARDS TYP OF 3 RAYMOND R. & EDITH
FH
EXISTING GENERATOR TP k ' ' i i, ,� j - mry E. MADISON
DEMOLISH CONCRETE PAD ter` �_ — TM 78 -21M
1
LIMITS OF DISTURBANCE, TYP
TREE PROTECTION FENCING, TYP' 1 `" j SEE NOTE 5
-- ._ , _.
aT
EXISTING FENCE AND GATE
«•_ „,Po w
TO BE REMOVED AND
" w DEMOLISH EXISTING ODOR ,
TURNED
SALVAGED AND
°` SCRUBBER A ~�
,. 70' BROADWAY RIGHT —OF —WAY w w , pqD - °.. _ ..,
4 _ R� .. , ' � , f OVER TO RWSA1s _-
F� CONCRETE PAD _.__.
o `` w : 21N
CONC
,t
v W w° ��� �� , �� DEMOLISH EXISTING ✓
PAVEMENT TO LIMITS SHOWN
^
" ". EXISTING TREE LINE.
SF
SEE NOTE 7
��-- � TYP
TAP F �-�
w.. A - _ �_
' �: SILT FENCE,
// eP
O � o2z7000
i
PERMANENT /28 CITY OF
CHARLOTTESVILLE SE/WER 20'
EA�EMENTf
f �
ASPHALT PAVEMENT,
SEE NOTE 6
- - - -� — I -- - --
DESIGNED B TE
4
CONFORMED
JAN 2014
BYP
r 3
ADDENDUM 3
DEC 2013
BTE
2
ADDENDUM 1
OCT 2013
JRC
1
BIDDING
SEPT 2013
RLT
NO.
ISSUED FOR
DATE
BY
DRAWN B TE
CHECKED
PROJ.ENGR. fyP
APPROVED
w ` A Y o
at
P4& R
A 1 W
.� RAE° /W- _.___.. .. � .9
LIMITS OF DISTURBANCE,
�,- FOR MAINTENANCE OF PIREUS
_W
ROW SUCH AS PATCHING
y
. ✓ ,. -_
M _ ----INLET PROTECTION, TYP
., 0227001
_. _ _.. 37 4p �°
o BRIAN YANCEY
PORTER
Lic. No.041975
ANAL
BW100 -2
..f _67
if
MZEN AND SAWYER
Environmental Engineers & Scientists
4011 WestChase Boulevard, Suite 500 Raleigh, North Carolina 27607
J=0% JENNY
VV ENGINEERING
;
� Wf �,,,<. -� aP � ;ate°"• ,w --' °' .� �~' �,,,,.�.�
MATCHLINE — SEE aDRAWING C5
RIVANNA WATER & SEWER AUTHORITY
CHARLOTTESVILLE, VIRGINIA
NEW RIVANNA PUMP STATION
RIVANNA INTERCEPTOR TUNNEL
NOTES:
1. CONTRACTOR TO COORDINATE WITH RWSA FOR THE
RELOCATION OF EXISTING FUEL TANK, GENERATOR,
FENCING AND GATE.
2. ONCE THE EXISTING GENERATOR AND ASSOCIATED
EQUIPMENT HAS BEEN REMOVED AND SALVAGED AND
ALL ASSOCIATED EQUIPMENT PADS AND
APPURTENANCES HAVE BEEN DEMOLISHED,
CONTRACTOR SHALL RESTORE THIS AREA TO GRASS
WITH PERMANENT SEEDING. FOR INFORMATION
REGARDING PERMANENT SEEDING REFER TO
SPECIFICATION SECTION 02910 FINAL GRADING AND
LANDSCAPING.
3. CONTRACTOR SHALL USE LOCATION OF DEMOLISHED
AIR RELEASE VALVE TO ABANDON 36" FORCE MAIN
WITH FLOWABLE FILL. REFER TO SPECIFICATION
SPECIFICATION 02214 FOR REQUIREMENTS OF
FLOWABLE FILL. AIR RELEASE VALVE SHALL BE
DEMOLISHED BELOW GRADE. CONTRACTOR TO REPAVE
WITH OVERLAY ON ALL SECTION OF DAMAGED
PAVEMENT.
4. CONTRACTOR SHALL SCHEDULE WORK IN THIS AREA
SUCH THAT TRAFFIC FLOW ON MARCHANT STREET
REMAINS OPEN AT ALL TIMES.
5. CONTRACTOR SHALL COORDINATE WITH RWSA ABOUT
ANY EXISTING STRUCTURE WITHIN THE LIMITS OF
DISTURBANCE THAT IS NOT CALLED OUT AS
DEMOLISHED OR SALVAGED.
6. ONCE PROJECT CONSTRUCTION IS COMPLETE,
CONTRACTOR SHALL PROVIDE A 1.5" PAVEMENT
OVERLAY OF PIREUS ROW.
7. CONTRACTOR SHALL PROTECT EXISTING TREES AND
VEGETATION IN THE AREA TO THE MAXIMUM EXTENT
PRACTICABLE.
8. CONTRACTOR SHALL MAINTAIN A CLEAR TRAFFIC LANE
ON PIREUS ROW THROUGHOUT THE DURATION OF THE
PROJECT AS SPECIFIED IN SECTION 01520,
MAINTENANCE OF PLANT OPERATIONS DURING
CONSTRUCTION.
9. THE EXISTING RIVANNA FORCE MAIN SHALL BE FILLED
WITH FLOWABLE FILL FROM THE EXISTING RIVANNA
PUMP STATION TO THE TERMINUS OF THE ABANDONED
FORCE MAIN AT THE NEW RIVANNA PUMP STATION.
THE EXISTING RIVANNA FORCE MAIN IS DUCTILE IRON.
LEGEND
SF SILT FENCE
LIMITS OF DISTURBANCE
TPF TPF TREE PROTECTION FENCE
LIMITS OF DEMOLITION
CZ _j
SPERMANENT SEEDING
+ SOIL BORING
FHb FIRE HYDRANT
NEW RIVANNA PUMP STATION
CIVIL
PARTIAL DEMOLITION PLAN
1"=20'—O'
ASPHALT PAVEMENT
20 10 0 20'
THE SCALE BAR DATE SEPTEMBER 2013
SHOWN BELOW H & S JOB 31037-042
MEASURES ONE NUMBER
INCH LONG ON CONTRACT DRAWING
THE ORIGINAL NUMBER NUMBER
DRAWING.
1 1 C4
NOTES - - MATCHLI NE
_.
SEE DRAWING C4 � • � "r _.�- ,�.�
w µ„
1. INSTALLATION OF EROSION CONTROL MEASURES SHALL NOT OCCUR UNTIL APRE- CONSTRUCTION MEETING HAS BEEN HELD WITH i / ' „�~�- ~� 1' EXISTING° °'CONTOURS
COUNTY OF ALBEMARLE INSPECTIONS DEPARTMENT. M " --'" PER SURVEY BY DRAPER
PROPERTY LINE
•- m ADEN SEE NOTE 12
2. INSTALL PERIMETER EROSION CONTROL MEASURES AS SHOWN ON THE CONTRACT DRAWINGS. CONSTRUCTION OR LAND -
DISTURBANCE ACTIVITIES MAY NOT BEGIN UNTIL ALL EROSION CONTROL MEASURES HAVE BEEN INSTALLED AROUND
CONSTRUCTION AREAS AND AREAS INDICATED FOR CONTRACTOR LAYDOWN STOCKPILE AREAS. IF CLEARING IS REQUIRED FOR
/
INSTALLATION OF A GIVEN MEASURE, ALL OTHER MEASURES SHOWN SHALL BE INSTALLED FIRST. THE NECESSARY LAND
REQUIRED FOR INSTALLATION OF THE GIVEN MEASURE MAY THEN BE CLEARED. ° „•: - - - --
t.
3. ONCE ALL TEMPORARY EROSION CONTROL MEASURES HAVE BEEN INSTALLED, THE SITE SHALL BE CLEARED AND GRUBBED, AS
REQUIRED, WITHIN THE LIMITS OF DISTURBANCE AS SHOWN ON THE CONTRACT DRAWINGS. 20 ACSA SEWER EASEMENT,
DB 1579 233, PG 236, PLAT
3 r
4. ONCE CLEARING AND GRUBBING IS COMPLETE TOPSOIL SHALL BE STRIPPED AND STOCKPILED ONSITE IN A LOCATION # '� - / ,• , N,
DESIGNATED BY THE OWNER OR ENGINEER. THE STOCKPILE SHALL HAVE A PERIMETER SILT FENCE INSTALLED AS DIRECTED BY
\ z�
THE ENGINEER AND SHALL BE SEEDED WITH TEMPORARY SEEDING MEASURES. THE EROSION CONTROL AND SEEDING MEASURES �� 4
FOR THE STOCKPILE AREA SHALL BE MAINTAINED FOR THE DURATION OF CONSTRUCTION ACTIVITIES.
5. EARTHWORK EXCAVATION FOR THE PUMP STATION CAN BEGIN ONCE TOPSOIL HAS BEEN REMOVED AND STOCKPILED. r `g ik
� RWSA �ERMANENT, 20 � � f,�� � r� �� w... ~ -- -� � ., •
ACCESS' EASEMENT t °°
6. ALL PIPE WORK SHALL BE INSTALLED IN ACCORDANCE WITH STANDARD CONSTRUCTION TECHNIQUES. ONLY THE LENGTH OF
l t;
TRENCH IN WHICH PIPE CAN BE INSTALLED IN ONE DAYS TIME SHALL BE OPEN AT ANY TIME, WITH SPOIL MATERIAL PLACED ON
THE UPHILL SIDE OF THE TRENCH. PIPING SHALL BE CAPPED AT END OF EACH DAYS WORK TO PREVENT SEDIMENT FROM
i \ COLLET T. M. THACH
ENTERING. TRENCH SHALL BE BACKFILLED AT END OF EACH DAYS WORK AND DISTURBED AREA SEEDED WITH TEMPORARY TRUST E'�OF THE COLLET i
SEEDING MEASURES IF APPROPRIATE.a
`� � -M. THACH TRUST �
7. EXCAVATION DEWATERING FLOWS SHALL PASS THROUGH SEDIMENT FILTERING DEVICE BEFORE DISCHARGE. i 1 1 E TM 78 -21B
8. STORM DRAINAGE INLETS AND OUTLETS SHALL BE PROTECTED WITH APPROPRIATE EROSION CONTROL MEASURES AS SHOWN ON PERMANENT 28' CITY�OF
PLANS AT ALL TIMES. TEMPORARY SEDIMENT TRAPS MAY BE REMOVED AS APPROVED BY THE ENGINEER ONCE AREAS HAVE CHARLOTTESVILLE SEWER
~ - ~- BEEN STABILIZED. - 0 28'
EAEMENT DB 342 197 PG 2 PLAT
t 1 1 9
4w.
9. TEMPORARY SEEDING MEASURES SHALL BE EMPLOYED AS SOON AS PRACTICAL IN PORTIONS OF THE SITE WHERE CONSTRUCTION 1j i'
ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED BUT IN NO CASE MORE THAN 21 DAYS AFTER WORK HAS CEASED
STAKING TABLE
POINT #
NORTHING
EASTING
DESCRIPTION
1
3894692.51
11495112.45
PERM EASEMENT
2
3894784.80
11495154.90
PERM EASEMENT
3
3894862.09
11495102.92
PERM EASEMENT
4
3894927.01
11495085.26
PERM EASEMENT
5
3895019.58
11495076.51
PERM EASEMENT
10.ONCE ALL EARTHWORK AND CONSTRUCTION ACTIVITIES ARE COMPLETE, FINAL GRADING MAY BEGIN.
11. UPON COMPLETION OF FINAL GRADING, PERMANENT STABILIZATION, MULCHING AND FERTILIZING MEASURES SHALL BE EMPLOYED
ON ALL DISTURBED AREAS AS PER SECTION 02910. VEGETATIVE GROUND COVER SHALL BE ESTABLISHED ON ALL DISTURBED
AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS, WHICHEVER IS SHORTER. ALL EROSION CONTROL MEASURES SHALL 1t j PIRUES ROW TRAFFIC
REMAIN IN PLACE UNTIL THE ENTIRE SITE HAS BEEN STABILIZED. LANE SEE NOTE 16 ✓°
12. EXISTING CONTOURS ARE A COMBINATION OF SURVEYED CONTOURS PROVIDED BY DRAPER ADEN AND ASSOCIATES, AND 2'
CONTOURS PER ALBEMARLE COUNTY GIS. GIS CONTOUR HAVE BEEN PROVIDED OUTSIDE THE LIMITS OF THE SURVEYED �!; t 40 RIVANNA WAT�• AND SEWER
CORRIDOR AND ARE FOR INFORMATIONAL PROPOSES TO PROVIDE A LARGER EVALUATION OF THE EXISTING TOPOGRAPHY. i t f AUTHORITY, 40 SEWER"EASEM0, T,
DB X17 =96 FAG` 98 PLAT„,,
13.ONCE CONSTRUCTION ACTIVITIES ARE COMPLETE AND THE STOCKPILE ARE IS NO LONGER NEEDED CONTRACTOR SHALL PROVIDE
PERMANENT SEEDING AS PER SECTION 02910 TO RESTORE PROPERTY TO ITS ORIGINAL CONDITION. PRICE YOUNG L�C
TM 77 -40P1 1 d ,� ✓ ' ✓ r
14. CONTRACTOR IS RESPONSIBLE FOR PROVIDING SITE SECURITY OF THE STOCKPILE /LAYDOWN AREA AT ALL TIMES. t I t
? 1 t �.� a LIMITS °OF�ISTURBANCE FOR
15. GRAVEL ACCESS ROAD SHALL NOT BE AVAILABLE TO CONTRACTOR FOR ANY USE DURING CONSTRUCTION. I t O '
MAINTENANCE OF- -PIREUS
16. CONTRACTOR SHALL MAINTAIN A CLEAR TRAFFIC LANE ON PIREUS ROW AT ALL TIMES AS DETAILED IN SPECIFICATION 01520 - rf i ; �� �/ROIIV /SUCH -AS PATCHING
MAINTENANCE OF PLANT OPERATIONS DURING CONSTRUCTION. AT THE CONCLUSION OF CONSTRUCTION ACTIV TIES ON THE NEW
RIVANNA PUMP STATION CONTRACTOR SHALL PROVIDE PAVEMENT OVERLAY OF PIREUS ROW. ONCE PROJECT CONSTRUCTION IS
CO MP LET E , CONTRACTOR SHALL PROVIDE A 1.5 PAVEMENT OVERLAY OF PIREUS ROW. .-' I � � ��' � � � � \ ` � }� � � • � � � �,• �,,, r � �,% �
, r
17.CONTRACTOR STOCKPILE /LAYDOWN AREA # 2 WILL COINCIDE WITH THE STOCKPILE /LAYDOWN AREA DELINEATED FOR THE ,� i , °' j• /
DIGESTER JOB AND WILL NOT BE AVAILABLE UNTIL THE EXPECTED COMPLETION DATE OF JANUARY, 1 2015. HOWEVER, RWSA i ,o f �` BW200 -1f ! .. �°✓
CANNOT CONTROL THE ACTUAL COMPLETION DATE OF THE DIGESTER JOB. UNTIL FINAL COMPLETION OF THE DIGESTER JOB THE r ,0
CONTRACTOR SHALL HAVE NO CLAIM TO STOCKPILE /LAYDOWN AREA # 2. PRIOR TO THE COMPLETION OF THE DIGESTER JOB, j1 9'P, ASPHALT PAYMENT,
CONTRACTOR SHALL USE STOCKPILE /LAYDOWN AREA # 1. r �l �. �� t ;'" SEE NOTE 16 ~
j >j 1
18. CONTRACTOR SHALL KEEP ALL SEWER EASEMENTS CLEAR OF CONSTRUCTION EQUIPMENT STOCKPILES AND LAYDOWN MATERIALS'�, � � r � f goo � ; `� �=' � � , �,. -•- ---- -M�" �- - -~
AT ALL TIMES.
' 19. RWSA 20 PERMANENT ACCESS EASEMENT SHOWN ON SHEET C5 IS NOT FOR USE BY THE CONTRACTOR UNLESS SPECIFICALLY
r
ORDERED BY RWSA. < (�
�P
,
I
PAR Et 7, 4pN 1 _ ; i _ ._ o O r -
MOO RES ,Q <REEK WWTP \` ............... P
TM 77 S
..... AR
lop
x....
-„ / TOPOGRAPHY LEGEND
�
_.
-� ~ , . ",_ ° „a. PROPERTY"'LINE
} r R SA PERMANE T 20 / / _ ... ',
C C u.°
�� -����- - ��- SURVEYED CONTOUR
T D � ,!' � �, ACCESS EASEMENT �� e 20;" � Vie° � � �. <,� ,� .
,� �
�' e
Q � 2 ,� � � .- ....__._ GIS CONTOUR
' 23
-wn
<_
" `�=.. ,✓ r -.�.� � , � � � � ,,4 .�'ti .�. LEGEND
SFW
f � �,
\ -� -' - PS DC SOIL BORING
TRAC'�TOR SILT FENCE
/� � yI'l �e SF
1 S0 KPILE LAYI�OW r - i sFw
LIMITS OF DISTURBANCE
AR A # +2 i
EXISTING GRAVEL i
`�- /
N OE t ACCESS ROAD \ I i` i I i TIRE WASH RACK
,� //..
i I 11 _. - SEE NOTE 15
7y{
N , / P i j Y
-� -� 4 l ` iJ 1 J ,.,. r if 3� �i1 £ f f
- ~` s j CE GRAVEL CONSTRUCTION ENTRANCE
I-
Q
1 /l I
r c / •/ ff
� 7 CONTRACTOR STOCKPILE LAYDOWN
}
I /
www...._ - PSG DC
v
O
� u SILT FENCE WITH
WIRE SUPPORT r / }} j ASPHALT PAVEMENT
t
•
;` 027005
°
t
_r ..
'
< 0 20
T P 1"=20'-O'
S (��DI TU ANCE.� -�T =Y
111 I
, j •a. p t
mb
w
1
-- - -
�l ` - u. MATCHLI RA N
..w
r
a�
t :'
a:•
� 11 fI
NE SEED WI G C6
U
N
B TE T
DESIGNED RvEN AND SAWYER RIVANNA WATER & SEWER AUTHORITY THE SCALE BAR DATE SEPTEMBER 2013
SHOWN BELOW 31037-042
N DRAWN BTE �� Environmental Engineers & Scientists CHARLOTTESVILLE VIRGINIA NEW RIVANNA PUMP STATION MEASURES ONE NUMBER B
° o BRIAN YANCEY
CHECKED POK`I'ER 4011 WestChase Boulevard, Suite 500 Raleigh North Carolina 27607 ' INCH LONG ON CONTRACT DRAWING
4 CONFORMED JAN 2014 BYP
CIVIL" THE ORIGINAL NUMBER NUMBER
z 3 ADDENDUM 3 DEC 2013 BTE fyP Lie. No.041975
. . W JENNY NEW RIVANNA PUMP STATION DRAWING.
ADDENDUM 1 OCT 2013 JRC �� z�z6/� ��' J=P% ENGINEERING CONTRACTOR STAGING AREA
1 BIDDING SEPT 2013 RLT �C% � RIVANNA INTERCEPTOR TUNNEL 1 C5
N0. ISSUED FOR DATE BY APPROVED ti AL
%
NOTES:
_ =
f
« «.� ». «��. ,._.,.�.�� � �,,., --- -�..�_ � SPHERE �
� � j � ��'� �� se 1. FOR GENERAL EROSION AND SEDIMENTATION CONTROL NOTES REFER TO SHEET
1
.. t
f�ll
I :,
t i ! ;
1r MATCHLINE —SEE DRAWING C5 2. CONTRACTOR SHALL MAINTAIN ,.R 0 »w., v. _.._ ~ ._..a_ ...._.-- z...�, "" r ' __ _ __ % r /I !_ , _ .a' _ , _ ., . _ L A CLEAR TWO -WAY TRAFFIC LANE FOR THACH
-INN ' -- -- - -_� - '- —�- "� f '�— '' r - -'- -- PROPERTY TRAFFIC THROUGHOUT THE DURATION OF THE PROJECT AS
"'�- j ° "- ! 1 DETAILED IN SPECIFICATION 01520 MAINTENANCE OF PLANT OPERATIONS
____._ ..... __..__ _____�__________ / /COL�ETT M. T ACH,
_ -'
N I t •,,.,.,,,.,. « „< _...__.._._ _...._ r i � / USTEE F T C.�,.
DURING CONSTRUCTION.
COLLETT
•..' � RWSA PERMANENT 20' / Mt TH�AC TRUST
":�m`
i T
ACCESS EASEMENT % IM $2 FENCE IS TO BE DEMOLISHED TEMPORARY FENCING SHALL TIE INTO EXISTING
CONTRACTOR SHALL PROVIDE TEMPORARY FENCING IN AREAS WHERE EXISTING
TEMPORARY GRAVEL ACCESS F PF l� f''° �'
` w�� FENCING TO PROVIDE A CONSTANT BARRIER AND SITE SECURITY AT ALL
ROAD SEE NOTE 8 � � ' TIMES.
0251004 /
i r 1
- 4 P CONNECTING CB 2 AND CB 6 SHALL SERVE AS A TEMPORARY
1 RC CON
�, LIMITS OF DISTURBANCE, FOR <” BYPASS FOR STORMWATER DURING CONSTRUCTION UNTIL THE SAND FILTER
#� MAINTENANCE OF PIREUS ROW r INSTALLED. ONCE THE SAND FILTER IS IN SERVICE, 15" RCP SHALL BE
c�
SUCH AS PATCHING
``` ABANDONED AND CONNECTING CATCH BASINS SHALL BE PATCHED WITH
,
t i ' CONCRETE
�,a.. ",... .� SF
,r.
,tea°
.:. 1,.,... -tea ww�.°�v+,s<a+ "�.,. ., r � ,.,.v,bw •�
5. DEPARTMENT OF
TRANSPORTATION STANDARD INLETS, AS DESIGNATED.
4 �• ":_ <,��.. "era ,..,.�:,, .:«�, <M �°�`�DC / '
-'-- - ALL INLETS AND MANHOLES SHALL BE VIRGINIA DEPAR
F
S
6. VD OT S
V T IS 1 I REQUIRED ON ALL DRAINAGE STRUCTURES UNLESS OTHERWISE
___ TH RWISE
__.._
ACCORDANCE WITH VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARD
/f
�:� ACCO E W
a�
IS-1.
>ut`T',,
µ J
'; ,., 7. ACTOR SHALL MAINTAIN A MINIMUM 12' TRAVEL LANE FOR PLANT
° _- _ d� _gym �0 t CONTRACTOR
TRAFFIC AT ALL ES. 0
" ~" TIM TEMPORARY GRAVEL ACCESS ROAD WEST OF THE
1,J r`' �� ` TEMPORARY TIRE WASH RACK FILTER BACKWASH WASTE TANK SHALL BE USED FOR RWSA PERSONNEL ONLY.
TEMPORARY CONSTRUCTION' FOR MORE INFORMATION REFER TO SPECIFICATION 01520 MAINTENANCE OF
r
- -- "" ENTRANCE TYP PLANT OPERATIONS DURING CONSTRUCTION.
'
''� 02 7701 �y z _ ' �` D2
— jr i mm.. s
.. „
_
�,�'' � �,,• � ��� ,))y�z�fj x, e _ ,,� `��a. i �` �-- "f " " -• -'' 8. ACCESS ROAD AND GATE SHALL BE FOR RWSA PERSONNEL ONLY.
- . ,,,. x _ — i
• �,,�' __, _,,,,.� , , �; �� f� �� � � «,� � , fi �.- "`"� ° CONTRACTOR SHALL USE CONSTRUCTION ENTRANCE FOR ACCESS TO THE SITE.
r
FOR MORE INFORMATION REFER TO SPECIFICATION 01520 MAINTENANCE OF
I "
L.J F °" PR�POS
ED
\� PRO
w..
?
�' � PLANT OPERATIONS DURING CONSTRUCTION.
jn
i .,; � r'' r•^..,. li" «... .,. ^,,,,, .« f � ?ERTY t °� `""�,".,, t < »,<..
_.. ...... _......
� � „'' ����s ��•° �'''"""°`° ~ °�'`� � __ .._� , ClN � � � 9. ONCE CONSTRUCTION ACTIVITIES ARE COMPLETE AND STOCKPILE /LAYDOWN
FILTER BUILDING
° "-•' "`'� �� � � AREA S 0 LONGER NEEDED, CONTRACTOR SHALL PERMANENT SEED AND
,.�r a ..w..,.�"a^ » � e� � ~. �. c� ,
I N E ,
' Nc _
�� r` GRADE AREA BACK TO ITS ORIGINAL ELEVATION. THERE SHALL BE NO
L EXl .,.: `� EXISTING THACH ADDITIONAL SOIL LEFT IN THE AREA, ESPECIALLY THE PORTION OF THE
P ��. PROPERTY TRAVEL
R
;i "'�4 ' OP.,_ \� LAYDOWN AREA WITHIN THE FLOODWAY.
.. ~, R
PLANT TRAFFIC PATH, - "- E TY
LAN
,� ____ .,��.� SEE NOTE 7 ,- � NOT 2
1 «
...__.._ _._.. _____. _._ __.. _ ... __.. __. ___.....__..._._ ION MATERIAL EQUIPMENT, OR
"~ » � ` f��o � V 1 T ERE SHALL BE NO STORAGE OF CONSTRUCTION S, T,
H T
UV BUILDING ' DC "� ---- ry ° _" "''` e STOCKPILE MATERIAL INSIDE THE FLOODPLAIN.
LIMITS OF ww�
" "" "'° - _„ "___ _.__,I_ _ " ",,_. - i ;% EXCAVATION, TYP :11. GRAVEL ACCESS ROAD SHALL NOT BE AVAILABLE TO CONTRACTOR FOR ANY
6" IP\
USE DURING CONSTRUCTION.
.. L
"' INSET PROTECTION, TYP /it CD.
�, 227001 ! 008 CD�.
�'
- �•a,•� TPF
..,,..,
"... «..,j[- ,...<..:..,� .. ,(j_��
-� -.. �- DAM, TYP
Dc
t
22700
3 , ,
t
i 1 t� t4
t
LIMITS OF DISTURBANCE, TYP -
__
a
_ TS
4
,
TEMPORARY GRAVEL RB INLET
PROTECTION, TYP
... _... ACCESS” ROAD, SEE �" _ 02 7002T __._.___w, _ ___ __.
_ �� LIMITS OF THE
« <.. I
NOTE 7 ''" �" / � ~,._ ____. _ «.�.,....._._._.._.._..__ r ._.,J �. '�< � TUNNEL WORK
FE,
i
5 t
_.__ »..,._._._, _ „ ~_~ SHAFT
w., _..,.... 025 "1004" / PS S PS _..__._ _— _._ _. _ _.. <_ j t PROPOSED MP `t SEE NOTE 10
��,.�,...�._ «.... STATION
<a
TS ” i t
___ - - -__ CHANNEL PROTECTION _ _
MAX
MATTING TYP
VOLUME: 550 CY
u _
»
,<
,
- / THE ION
f�
,
E PROTECT
� � FENCE, TYP 1
#, -- FILTER BACKWASH FILTER B CKWASH
WASTE
STORAGE
0227o33R
�xs i
LIMITS OF DISTURBANCE, TYP
I P
DP
SILT FENCE WITH f f 1 z
SF 1
4 x< WIRE SUPPORT ERO.SI'ON CONTROL LEGEND
., w. SILT FENCE, TYP
/� /
'' ` � 15° RCP � 0.5% �; i ".,� 02275 � ,
w «. DC I CB 2 DI -1
SEE NOTE 4
SF SILT FENCE
O
�,.
GRATE: 329 50
�-� INV IN: 326.27 15° N
' II ff
1 F SILT FENCE W WIRE SUPPORT
.. • < < „r � t” ,. � ;:�, ,,,<,, yw„°.° <" INV OUT: 326.17 TEMP 15 -•�' S W / T
j C
<a {
'9 emu. / r ✓ "
wr
TREE PROTECTION FENCE
(D
(F._7777= TPF
5 / D C TS
«
..,�, • °. � RCp P S
O ✓'
ROCK CHECK DAM
EFFLUENT PUMPING '`� ;
p.5q
�
— _.. — •''° ?. BUILDING GRATE. 1 330.24 /_u
»' =..� 2 1 W ' IP INLET SEDIMENT CONTROL
_..
a�
INV IN: 323.0
INV IN: 326.14 15° N �`� �vuu„�� ---•'� ,,� � � ,-;%%' .
SF =
NV U 32 LIMITS OF DISTURBANCE
,� F
I 90 15'
SFW
/ SF•
H _w - 't
<.
^ 3 M A_ ITS 0 C
°°• °• "�� ...,.., y � LIMITS F EXCAVATION
_ „ µ,.... / RIM 3 1
w ,..__. .. �, ��,."." �u „�,,:,�,� <,.�,a<.,F�,..�,4�,,« ---- a� 29.6 ,
Q ”" � •`° � �� � 322 � �;
o » ��
,,r" ^�C ,s r
Er
„
T 318 GRAVEL CONSTRUCTION
W
a
INV IN: 36
INV -OUT., °84 1. - �"
r
<«
(D\.�} CE ENTRANCE
TEMPORARY SEEDING
0
w
4
„
....:.;..,. ^, ^.�„ «,_u� "., ».v.,m,.w..,w«�„a_u«.,��� ����,W� <.._.�
, v
« _ - � PERMANENT SEEDING
_ ,___ «__ R T
�- a __ -- �-
PS
.w
4 4f .... . ........ . . .
- .........
,..._� .._. � _ _ � DUST CONTROL
".
_.. __. _.
%'
�c�-� 20 10 0 20'
Al—
W,
, y
«
s
ffiZEN DESIGNE D BTE T AND SA►�YER RIVANNA WATER &SEWER AUTHORITY THE SCALE BAR DATE SEPTEMBER 2013
NEW RIVANNA PUMP STATION SHOWN BELOW H & S JOB
BTE 31037 -042
DRAWN o BRIAN YANCEY Environmental Engineers &Scientists CHARLOTTESVILLE, VIRGINIA �+ MEASURES ONE NUMBER
4011 WestChase Boulevard Suite 500 Raleigh, North Carolina 27607 CIVIL INCH LONG ON
CHECKED PORTER CONTRACT DRAWING
4 CONFORMED JAN 2014 BYP THE ORIGINAL NUMBER NUMBER
r 3 ADDENDUM 3 DEC 2013 BTE PROJ.ENGR. YP ,o Lic. No.041975 JENNY PHASE I / NEW RIVANNA PUMP STATION DRAWING.
2 ADDENDUM 1 OCT 2013 JRC �/z6�14 �' J=0% 1 C 6
VV
1 BIDDING SEPT 2013 RLT ��SIONAL ���� ENGINEERING RIVANNA INTERCEPTOR TUNNEL EROSION CONTROL & DRAINAGE PLAN
N0. ISSUED FOR DATE BY APPROVED
�
�
N
CURB AND GUTTER, TYP'
LIMITS OF DISTURBANCE, TYP
ACCESS ROAD,
CURB AND GUTTER, TYP
SILT FENCE, TYP
[LETR|CAL MANHOLE,
�
SEE SHEET E3 ~
~
�
(I EL[TR|CAL MANHOLE.
SEE SHEET EJ ~-
FILTER BUILDING
0
............
0
-35
FILTER BACKWASH
WASTE
�
�
h�
GAS STORAGE
SPHERE
EMPORARY TIRE WASH RACK
_j\
TEMPORARY CONSTRUCTION
__j ENTRANCE, TYP SEE NOTE 2
ELETRICAL MANHOLE,
SEE SHEET E3
UV BUILDING
;1?;2�
:;q
ELETRICAL MANHOLE,
SE SHEET E3
Ip
�
CURB INLET PROTECTION, TYP
3,32
PROPO3ED 3|DEWALK, TYP
GUARDRA]L,
SEE NOTE J
FILTER
PROPOSED STORM
NETWORK, SEE SHEET C9
\l
CURB AND GUTTER, TYP
3F
(qTP
m
a
LIMITS OF DISTURBANCE, FOR
C/7 MAINTENANCE OF PIREUS
ROW SUCH AS PATCHING
RWSA PERMANENT 20'
ACCESS EASEMENT
ELECTRICAL UTILITY,
SEE SHEET E3
TEMPORARY GRAVEL
ACCESS ROAD
PROPOSED FENCE AND
GATE, TYP
CE
b:4 EXISTING THACH PROPERTY
TRAVEL LANE, SEE NOTE 2
-~~�~
�
/�
^
N
,
IPol
BUILDING
ELETRICAL MANHOLE,
FO
~--~ 0 | - | SEE SHEET E3
..... ............
RMPM$En PUM
��
� CURB AND GUTTER, TYP
ELECTRICAL UTILITY,
SEE SHEET E3
1 . CONTRACTOR SHALL MAINTAIN A CLEAR TRAFFIC LANE
THROUGHOUT THE DURATION OF THE PROJECT AS DETAILED IN
SPECIFICATION 01520 MAINTENANCE OF PLANT OPERATIONS DURING
2. CONTRACTOR SHALL PROVIDE LOCKED GATE AT CONSTRUCTION
ENTRANCE. GATE TO BE LOCKED DURING ALL OFF WORK HOURS.
3. GUARDRAIL SHALL CONFORM TO THE DESIGN STANDARDS OF THE
VDOT ROAD AND BRIDGE SPECIFICATION SECTION 221.
4. ROCK CHECK DAM IS A TEMPORARY EROSION CONTROL MEASURE.
AS WITH ALL OTHER EROSION CONTROL MEASURES, CONTRACTOR
SHALL REMOVE ROCK CHECK DAM AT THE CONCLUSION OF
CONSTRUCTION ACTIVITIES, FOLLOWING COMPLETE STABILIZATION OF
SITE, PER SPECIFICATION 02276.
5. GRAVEL ACCESS ROAD SHALL NOT BE AVAILABLE TO CONTRACTOR
FOR ANY USE DURING CONSTRUCTION.
NE
ROCK CHECK DAM, TYP
SEE NOTE 3
IP
�~
.1,
WO
\
�
CD-
SFW
x —PROPOSED TRANSFORMER
CONCRETE RETAINING
WALL, SEE SHEET S95
PROPOSED GENERATOR, SEE SHEET S95 X
PROPOSED SIDEWALK, TYP
TRENCH DRAIN, SEE SHEET C9
ELETRICAL MANHOLE,
SEE SHEET E3
BOLLARD, TYP OF 4
� —I J
PROPOSED FENCE AND GATE
CURB AND GUTTER, TYP
7 PROPOSED SAND FILTER,,
SEE SHEET C10
/
SILT FENCE U
/
�J�VV
SILT FENCE W/ WIRE SUPPORT
TPF ----- TREE PROTECTION FENCE
G ROCK CHECK DAM
ASPHALT PAVEMENT
INLET SEDIMENT CONTROL
' -~~
TEMPORARY GRAVEL DRIVE ----'------''---- LIMITS OF DISTURBANCE
'
____ - --------'''-------- LIMITS OF EXCAVATION ^
PROPOSED SIDEWALK
PROPOSED MANHOLE GRAVEL CONSTRUCTION ENTRANCE
��-�/
'
PROPOSED CATCH BASIN
THE SCALE BAR DATE SEPTEMBER 2013
DESIGNED BTE NEW RIVANNA PUMP STATION
ffiZENMD SAWYER RIVANNA WATER & SEWER AUTHORITY SHOWN BELOW H & S JOB
E3 TE 31037-042
DRAWN BRIAN ANCEY Environmental Engineers & Scientists CHARLOTTESVILLE, VIRGINIA CIVIL MEASURES ONE NUMBER —
'IT 4011 WestChase Boulevard, Suite 500 Raleigh, North Carolina 27607 INCH LONG ON
CHECKED PORTER CONTRACT DRAWING
4 CONFORMED JAN 2014 BYP THE ORIGINAL NUMBER NUMBER
DEC 2013 BTE Lic. No.04t975 PHASE 11
1�_/ J=0% JENNY
3 ADDENDUM 3 PROJ.ENGR. NEW RIVANNA PUMP STATION DRAWING.
BIDDING SEPT 2013 RLT
— RIVANNA INTERCEPTOR TUNNEL FINAL SITE PLAN
ISSUED FOR DATE APPROVED fAA 666"
�
STAKING TABLE
STAKING TABLE
POINT #
NORTHING
EASTING
DESCRIPTION
POINT #
NORTHING
EASTING
DESCRIPTION
1
3894368.56
11495035.99
PUMP STATION
31
3894345.63
11495124.13
EOP
2
3894420.29
11495136.16
PUMP STATION
32
3894333.33
11495120.05
BOC
4
3894465.52
11495113.15
RETAINING WALL
33
3894352.07
11495084.15
RADIUS
5
3894431.13
11495121.79
GENERATOR
34
3894323.23
11495112.58
BOC
6
3894460.65
11495139.71
GENERATOR
35
3894298.56
11495087.56
BOC
7
3894469.97
11495157.42
TRANSFORMER
36
3894428.78
11495045.70
BOC
8
3894295.73
11495128.77
FENCE
37
3894479.38
11495149.73
BOC
9
3894327.25
11495154.18
FENCE
38
3894461.12
11495146.79
BOC
10
3894475.65
11495178.08
FENCE
39
3894383.53
11495036.89
GUARDRAIL
11
3894459.97
11495147.62
RETAINING WALL
40
3894429.52
11495044.30
GUARDRAIL
12
3894479.22
11495150.72
RETAINING WALL
41
3894473.47
11495082.69
GUARDRAIL
13
3894538.66
11495048.80
FENCE
42
3894463.62
11495143.80
GUARDRAIL
14
3894356.95
11495155.92
MH C
43
3894428.26
11495108.16
TRENCH DRAIN
15
3894424.47
11495137.93
TRENCH DRAIN
-�-
�z l' - -
/
^�
r fr
--
f�+
u .
16
3894595.32
11495041.92
FENCE
17
3894415.02
11495145.78
HVAC
18
3894379,71
11495140.09
HVAC
19
3894296.75
11495097.65
MH A
20
3894320.26
11495108.85
CB 1
21
3894334.67
11494997.19
CB 6
22
3894341.23
11494998.84
CB 2
23
3894405.49
11495041.44
CB 3
24
3894427.48
11495075.28
CB 4
25
3894476.33
11495082.20
MH B�
26
3894468.85
11495147.53
CB 5
27
3894457.64
11495172.14
MH D
28
3894327.18
11495037.25
SAND FILTER
29
3894326.80
11495102.25
SAND FILTER
30
3894354.14
11495125.50
EOP
FILTER BUILDING
GAS STORAGE/'
SPHERE j
PROPOSED ASPHALT PAVEMENT
l
ELETRICAL MANHOLE,
SEE SHEET E3
UV BUILDING
ELETRICAL MANHOLE,
SEE SHEET E3 -\
8
6
I
fj
16
f
\x(13
/f
co
A/
-. PROPOSED TREELINE; `TYP - -x'1,
i j
= TEMPORARY GRAVEL /
ACCD S ROAD
,_ ........
..._._
PROPOSED FENCE
10244400
°CUR 3
k �... -� • -� � B AND GUTTER
02420,00
w ~:
12
C
11
38)
CURB AND GUTTER, TYP - •
0242000
•��,�,,.. � ' .• . ' .- . ' •- . ' .
O'.
x F ..•,.,
...______.
- _
_ •N ~�..". PROPOSED 4' SIDEWALK, TYP
PROPOSED CROSSWALK, REFER
15 r
`_ `„ .__ ".. ". _ _____... ~ ~__________ __.._._. _ - I ___ VDOT ROAD AND BRIDGE`'
_._
" - - -� x
SPECIFICATION SEC T 704 N
r
t1
NQ1, E
�u h
CURB AND GUTTER, TYP
f I��
0�4�2000
� 39
ro
FILTER BACKWASH FILTER B CKWASHgf
CURB AND GUTTER TYP WASTE TORA E
ELETRICAL MANHOLE, ' 1, I .
•SEE SHEET E3 • � . - - � � ,� �;� ? � � . • � � � � - . .
g , ROOF DOWNSPOUTS,
- - ' • - - - - •' . '� \� ,, SEE SHEET C9
`- PAVEMENT
JUNCTION, TYP
.w
0251301
4PROPOSED ASPHALT
_,_.._ -. -_ � `PAVEMENT TYP -
_ « «...
., 0251 OQ,
r
ELETRICAL MANHOLE
SEE SHEET E3 s , .... " • ( \
25) .
41
u31 1u
DC43
00
0
PROPOSED
PUMP
STATION
91,
s�sJ
iii= O
i"1 1 13'
11�11��
17
EFFLUENT PUMPING ' ,
BUILDING --- -- .. '
• - •'� ' • - � �. � • • - - - • • - • • • • Wes. ,�,f
ELETRICAL MANHOLE 'pyP
0•
SEE SHEET E3;�
1.
35
r
h
19 8
....
f�
{
PROPOSED TRANSFORMER,
10' X 10' CONCRETE PAD 334.00
10
7 ✓�f _
- pRo ds
C,
NOTES:
1. REFER TO SHEET C9 FOR ALL INFORMATION REGARDING THE
PROPOSED STORMWATER NETWORK.
2. AT THE CONCLUSION OF CONSTRUCTION ACTIVITIES, FULL
DEPTH ASPHALT PAVEMENT SHALL BE REPLACED TO THE
LIMITS SHOWN. ANY ADDITIONAL ASPHALT AREAS DAMAGED
BY CONSTRUCTION ACTIVITIES OUTSIDE THESE LIMITS SHALL
BE REPAIRED WITH A FULL DEPTH REPLACEMENT AT
CONTRACTORS EXPENSE. ALL ASPHALT REPLACEMENT SHALL
BE PER DETAIL 0251000.
27
X
..N oPERTy t //V
4.
a RAPER
Ty clNe
° PROPOSED GENERATOR.
PAD: 332.50
ROOF DOWNSPOUTS, SEE SHEET C9
j A78 y�
' ELETRICAL MANHOLE,
� SEE SHEET E3 /
I PROPOSED 4' SIDEWALK, TYP
' HVAC UNIT, TYP OF 2
SEE SHEET H72
14
CLEAN OUT, TYP OF 2
x 1 / 1542400
t
-� PROPOSED GATE TYP
O0244400
r �
PROPOSED SAND FILTER,
SEE SHEET C10�
CURB AND GUTTER, TYP ' �•
02420io
PROPOSED TREELINE, TYP
0
P /
_ _ - „ - x,
.s �. ___... _. _ "...___." ._..
_ r
� « ,
_ _
20 10 0 20
- _ _
_ ,. - «___ « _..... _ - '
_
_
x... --
w
_,
u
-
___._ ..~, e
T THE SCALE BAR DATE SEPTEMBER 2013
DESIGNED BTE ffiZEN AND SAWYER RIVANNA WATER & SEWER AUTHORITY
SHOWN BELOW H & S JOB
DRAWN BTE Environmental Engineers &Scientists NEW RIVANNA PUMP STATION MEASURES ONE NUMBER 31037 -042
U BRIAN YANCIJY CHARLOTTESVILLE, VIRGINIA
4011 WestChase Boulevard, Suite 500 Raleigh, North Carolina 27607 INCH LONG ON
CHECKED PORTER CIVIL CONTRACT DRAWING
THE ORIGINAL NUMBER NUMBER
YP ,, Lic. No.041975
z 3 CONFORMED JAN 2014 BYP PROJ.ENGR. �I JENNY NEW RIVANNA PUMP STATION DRAWING. 2 ADDENDUM 1 OCT 2013 JRC � z/Z6/14 ��' J=*-*A PAVING, GRADING & STAKING PLAN 1 C8
1 BIDDING SEPT 2013 RLT SSIpNAL � VV ENGINEERING RIVANNA INTERCEPTOR TUNNEL
NO. ISSUED FOR DATE BY APPROVED
SITE
LEGEND
ASPHALT PAVEMENT
;r
TEMPORARY GRAVEL DRIVE
FTTI
PROPOSED SIDEWALK
PROPOSED MANHOLE
PROPOSED CATCH BASIN
_ _ - „ - x,
.s �. ___... _. _ "...___." ._..
_ r
� « ,
_ _
20 10 0 20
- _ _
_ ,. - «___ « _..... _ - '
_
_
x... --
w
_,
u
-
___._ ..~, e
T THE SCALE BAR DATE SEPTEMBER 2013
DESIGNED BTE ffiZEN AND SAWYER RIVANNA WATER & SEWER AUTHORITY
SHOWN BELOW H & S JOB
DRAWN BTE Environmental Engineers &Scientists NEW RIVANNA PUMP STATION MEASURES ONE NUMBER 31037 -042
U BRIAN YANCIJY CHARLOTTESVILLE, VIRGINIA
4011 WestChase Boulevard, Suite 500 Raleigh, North Carolina 27607 INCH LONG ON
CHECKED PORTER CIVIL CONTRACT DRAWING
THE ORIGINAL NUMBER NUMBER
YP ,, Lic. No.041975
z 3 CONFORMED JAN 2014 BYP PROJ.ENGR. �I JENNY NEW RIVANNA PUMP STATION DRAWING. 2 ADDENDUM 1 OCT 2013 JRC � z/Z6/14 ��' J=*-*A PAVING, GRADING & STAKING PLAN 1 C8
1 BIDDING SEPT 2013 RLT SSIpNAL � VV ENGINEERING RIVANNA INTERCEPTOR TUNNEL
NO. ISSUED FOR DATE BY APPROVED
i t
w
II
t# i EXISTING 12 CI - a
NOTES. __ ~,
:,
,
;' I l f I I 1 GRATE: 329 5 _ ".. o EXISTING 15 RCP.
1 f 1 +09 N / {
� � CB 6 DI -2A {r INV IN: 326.27 `15...��"� �-~° �/"
1 ALL INLETS AND MANHOLES SHALL BE VIRGINIA DEPARTMENT OF � � ' �``` q` - -` 1 f
t 1 t GRATE: 330.24 A -INV OUT: 326.17` '
TRANSPORTATION STANDARD INLETS, AS DESIGNATED. f "� i,. `- NETWORK 4
t, i i 1{ t t
INV IN: 323.02 12° W � ,. � �,.~.�,.�.~ _._.�._._._RCP___..,,�'"�`' � ,t .,� �..� _____ -~_ , �
. , w� 70 . LF 15 ,� _.
i ; _-- r' 335
2. VDOT IS -1 IS REQUIRED ON ALL DRAINAGE STRUCTURES UNLESS OTHERWISE f r i z : i i INV OUT: 322.90 15 �- 335
i 1 i � 1+00 .,., EX H } � � � ``t
NOTED. INVERTS OF INLETS AND MANHOLES SHALL BE SHAPED IN NETWORK 2 RIM: 332.39
ACCORDANCE WITH VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARD
SAND FILTER TO CB -3 rr, INV IN: P27.52 15 E ,
IS -1. r \~
3', i ! � �� � 1 � `�1 "� � N �'" INV IN: ;328.76 15° N' �1
LO INV OUP: 327.42 15°
3. DOWNSPOUTS ON EASTERN SIDE OF PUMP STATION SHALL INLET INTO } ; ; ! ? CB 3(DI -2B) �`' 1511 RCP° ~
1 1 3_. 37 LF I I
PROPOSED CB 1 AT ELEVATION 326.00. DRAIN LINE SHALL BE 611 PVC ' ? a J GRATE: 332.70 t. } EXISTING GRADE TYP
l I ? ? I NETWORK 4 1 +9'� ROOF DOWNSPOUTS TOE
SCHEDULE 80, AND SHALL HAVE A MINIMUM SLOPE OF 0.5 %. ;j , 1 INV OUT: 327.70 5 ;
I MH A TO CB -6 - "'
t ! `r DRAIN TO 6 PVC TYP
1 ; . u OF 2 SEE NOTE 4
0
4. DOWNSPOUTS ON WESTERN SIDE OF PUMP STATION SHALL INLET INTO, ,f ;w „
°w `.
I , 0 `�fl0��,.
I
PROPOSED CB 3 AT ELEVATION 328.00 AND MH D AT ELEVATION 328.00. '1 �; °� <' 33,.50 330 _LL" prd�d �_u ~ �����w.... 33O
DRAIN LINE SHALL BE 6 PVC, SCHEDULE 80, AND SHALL HAVE A MINIMUM "�
SLOPE OF 0.5 %. 331.85
I i �aa
CB 4 DI -2A .
5. ACTUAL SITE CONDITIONS MAY VARY FROM CONTRACT DRAWINGS AND MH B
GRATE: 333.00
EXISTING /PROPOSED PIPES MAY NOT BE REPRESENTED ENTIRELY. `� { _ {" RIM: 336;244w
? - INV OUT: 328.75 ,,, _w
THEREFORE PRIOR TO BEGINNING ANY EXCAVATION WORK THE CONTRACTOR 1 ,' ! \ t " �, 3 +00 INV IN1` 28.4 1511
SHALL DETERMINE IF ANY CONFLICTS OR INTERFERENCES BETWEEN EXISTING / - {; ' �;n i 51 LF 15 RCP��
A # 1�- . �@ j INV QUT. X32 .39 15'
/ 3 , }" J t
AND NEW UTILITIES EXIST. IF A CONFLICT EXISTS, THE CONTRACTOR SHALL � � ; � Po
`` 0) - PROPOSED SAND FILTER 06 t ; 02pg101
BRING IT TO THE ATTENTION OF THE ENGINEER TO DETERMINE HOW TO / F t t i i o ;
1 1 I ; t ; SEE SHEET C10 .v,�..
MODIFY THE DESIGN, IF NECESSARY. j ' �� PROPOSED PUMP ! i, 325 __._ v._ , µ, . vW, 325
STATION i NETWORK 3,
6. DRAIN PIPE SHALL BE 611 PVC, SCHEDULE 80, AND HAVE A MINIMUM SLOPE CB -1 TO CB -4
OF 0.5 %. r ;.` l ; ,,, . 336 `; 0.50%
\ TRENCH DRAIN a_ ;, 4 r
x 109 LF 15 RCP
7. CONTRACTOR SHALL MAKE SURE THAT CB 5 IS IN THE LOW POINT OF THE GRATE 331.70
PROPOSED ASPHALT ROAD. i i ° {_. `.'{ 6° PVC DRAIN - - `
SEE NOTE 8 i
NETWORK 1 EXISTING 18 Ln '
}
/ ' `t SEE NOTE 6 ! �
0 +00 FES TO SAND FILTER 331.83 x 3z. 0 332.60
8. TRENCH DRAIN SHALL BE MEADRAIN SERIES U1000 MANUFACTURED BY i ; t °o o J
MEA- JOSAM, POLYDRAIN SERIES 420 MANUFACTURED BY ABT INC., OR ;.u~ ' =1 ± `. 0 +00 w ` ° w ROOF DOWNSPOUTS TO 32. ox =i f M ",ww9 Y
I�.� I
W~.u,: ,
EQUAL. TRENCH DRAIN SHALL HAVE A CONTINUOUSLY SLOPING BOTTOM / . ~..:. awM DRAIN TO 6 PVC TYP , I } I 320 320
- CONCRETE RETAINING ,"
WITH A MINIMUM SLOPE OF 0.5 %. PROVIDE AN END CAP FOR THE WEST END > 125 LF 1811 MCP _. ! , OF 2 SEE NOTE 3
25 1 +57 WALL SEE SHEET S95 I
OF TRENCH DRAIN, AN END CAP DISCHARGE FOR EAST END, AND A MESH ! t, ; MH �F 1g" 2 +00 I m
} RcP 33, 5 GENERATOR ° °
GALVANIZED STEEL GRATE ALONG THE ENTIRE LENGTH AT AN ELEVATION OF EXISTING 18 FES ; i RIM: 32 .61 "\ �0 +00 4 f ; �
331.70. PROVIDE A GRATE LOCKING LIFT TOOL IF NECESSARY. I PAD: 332.5 ! _ _
/ `� ; INV If�k. 31' 94 18 N
A78 1.83 33 ! /CB 5 I -2A °O "' INV, IN: 22:;36 15 W 4 �- 00
w x l GRAT :333.50 v, °
1 r I } INV {,OUT318,84 18 r j co N
INV I ' : 327.98 15 ~ -�
i i ( i O� t�00 NON
g w ; INV OUT: 321,25"15" oo �i ,~<, N � o ,N
�,.
c0 N ro N
t� N O
rs }
NETWORK 1 SEE NOTE 7 �A� - + �'
o
315 _.. w o w o.W. 315
' y CLEAN OUT, TYP OF 2 15 2400 �` Q .. a �-
335
335 ;, �.��� ~,�r �� �� - - - - - -
1 t fys 1 � �? �cn�zzz 0cnc�zz
'3:
4 �
t
i
A �.
+oo
x x X
� `` 1511
10� LF 15 RCP 611 PVC DRAIN,
28 =F R
a y CB 1.DIr2A MH__C._ SEE NOTE 6 I
,
GRATA€ 329.80 RIM: 331.76' MH
�D _.. .�2 t5)
w� wW_
` INV, IN 31` 32 1 W INV IN: 32 65 1511 N ' i ? i 310 310
� � � II J 1 i RI : 332.00 �`'�'
h
t
�a .,,.,.._..., u ~,~ .__.~ „ " ", M., -.. w,. .. INV OUT. 323.55 15
33O _M. ~, ,. ,.. ~.��u ~ ~_..�.,.�.���,...�, 33O .,, ... ��.,...� ,.t fN.V �N! 21.11 15� NE .._� � ; �` l � I V IN: 3 6.7 �t5 ;W PROPOSED 36 FM
., P
�.I�V IN• 3 6.00 611 `N, _..u_ .._�_ _ i r 1 0 II
°f V \0 1'� 3194 7 18 °" -- ,_ ,' ' t j � . 3 NV IN: 3�28.�Oti8 SW i
PLAN INV IN: 28.0,0 611
� �� � INV OUT 3 6.60 15'�� F'3
308 308
1 =20 � o
O Ki
NETWORK 2
325 325 -0 +50 0 +00 1 +00 1 +50
EXISTING GRADE TYP PROPOSED GRADE, TYP
a... ,. NETWORK 3
EXISTING GRADE, TYP 6 LF aw.:. ~, w,._.� ,.,µ . "__ .."_. ..0 ~. ~_.. ,
37 LF
330 . �, ,..,, ,. �w ".w.��.�,.b:. ,,,�,..��...�,�. ~��.M. °., .n.µ 330
1 RCP a �
1 5 LF @0.61% 0.49% mm0� a- �' -C--�_
181 RCPT �� �L, ao �o
320 µ,Hµ ..~ .. .w ..,u , ".__ . __.M.,° N ~,, . ®. ,.50 %..,.� ...._ _ - - _ PROPOSED
_ - `°
320 1..6% �, L 000
42 LF 0 LF 15 RCP T) o rn o N GfADE, TYP
- 0 o In . r�
.., �,. _
SAND FILTER OUTFALL 1 RCP 335 a r? • W) C3 N N �, �, �, 335
0) Co v, r7 +
INV OUT: 319.36 4.35% ` N a�M Fq M� C3 o ,';z z zo I
325 _... .... .H �.. ,.., .., . M...m w ... ..� ° �� 325 m < < > > > > = Q > >
�,�.
° °Of � Z z zz
a_ a- v � � � �, _ � E 1STING
> - - ;^ u) f
..
� � � - � ir) � � � � ,, G =ADE, TYP
ao TO SAND FILTER - T �,, i o
_ _ = v,
315 µ ~.. t � Lo (0 INV IN: 324.36 N (o
CD
w r, , . 315 ° Ln LO
ON 00 U CK mrnl� C6 m I.C)NN
c0
/d N � � M � � � �, � _ ± � Z z � o + w � 330 ��.. ,. �.W.�� �, , ~. ~.�_ ~,., ��. ,�. � ��,.�,�.�_.. ~.�� .�.,,�„_..�. _��� �..,�..�.��w.,m 330
_ _._
�,
F- - - -o ��0�� x� >>> mQ�> Ca?0.64%
QQ> »> �ln'nNN wC„�z 21- UV)0z 65 LF 15 RCP
.rn
mCOCDz z zz �NNM 320 6 PVC DRAIN 51 LF
Q ° ° _ - - _ 320 ,,... -. �, N., ,�, ,,..
�G o O w Z,...... 15° RCP
0
,mow a_ `"aa» X0.50°
U a- 0v~i0ZZ q
310 "~ ..,�..,..�,...,���.~�»»�A,��,._ «�.u,.�,. �...,.�;.,��u�,.� °�m�N�,.m... ,�,.,M.,...",��.�.�� ",. _w ,.,...�, 310 611 PVC DRAIN RCP 2a8 28 LF
1 °
5„
325 _ a,�2 F.1 15" RCP.. ° 325
N _ µ, ¥ , a
CJ] n 00 @ 2.00% U
�j co 00 N r� a- � - -
N l7 r7 F2 �° a_ 0 _ in �� . u7
±� Z Z_p �oo U� n 7
Q P
Q> > > 315 w..,... :, . M,... rk,, ,, W,,,, .. _ . ,, _ ...W.:. w,... �u,., _~ .w:,,. ».. °, , ., , , _ . ,� ,.,. » .,x,,., 315 R� - 'n o Ln
�v~iEzzz LF �Ln '"�� °N° ¢ ° °N
O a0 N N N r� N o r7 r7
LO N CDr`)Nr� mNnZO r7 f-0
305 _M „, .,, ..__ . ,.,vx. ~. ~..,..,,, _ M,.,. a., a w... "...b,,..w „µ, "a.. �� 305 - r�
320 18" RCP I - , w _ - - w_._ . " �� 32
z0 �cn�zz U V) Z
o ._ _ w, µ» _ �, w 0
M I- w� j
U (n CSI' Z Z
a
PROPOSED 3611 FM I
w 310 m °.. .,.H.... M,W� ,., _.. , ,u :, ...., .,r M...,.. ._...,, . .u..., . F .,:,. 310
..,.,,.~ ..,�,,,. ,. r. _.,...,
EXISTING 1811 FES, 318 I 318
INV OUT: 302.59
0 o o N
1-300 300 308 308
014
n
t ro r7 ro M n M
n
w � N O Ln
° r7 In O O
Ln
rrl j ro r7 r�
Z 1
-0 +50 0 +00 1 +00 2 +00 3 +00 3 +50
0
w
J
Q
-0 +50 0 +00 1 +00 2 +00 -0 +50 0 +00 1 +00 2 +00
J
Q
J
3 DESIGNED BTE THE SCALE BAR DATE SEPTEMBER 2013
ffiZENAND SAMER RIVANNA WATER & SEWER AUTHORITY SHOWN BELOW
o � � H & S JOB
BTE NEW RIVANNA PUMP STATION 31037 -042.
DRAWN Environmental Engineers & Scientists MEASURES ONE NUMBER
o BRIAN YANCEY CHARLOTTESVILLE, VIRGINIA
° CHECKED PORTER 4011 WestChase Boulevard, Suite 500 Raleigh, North Carolina 27607 CIVIL INCH LONG ON CONTRACT DRAWING
THE ORIGINAL NUMBER NUMBER
3 CONFORMED JAN 2014 BYP PROJ.ENGR. YP ,6 Lic. No.041975 �� 0% JENNY NEW RIVANNA PUMP STATION DRAWING.
2 ADDENDUM 1 OCT 2013 JRC �� ,Z� � ���' jENGINEERING STORM DRAIN AND PROFILES 1 C9
1 BIDDING SEPT 2013 RLT S
N0. ISSUED FOR DATE BY APPROVED '''atiI�NAL �'� RIVANNA INTERCEPTOR TUNNEL
V�
is
4' ACCESS MANHOLE,
TYP OF 2
APPROXIMATE
ELEV. = 331.50'
15" RCP INV
IN = 324.36'
ACCESS STEP
3
C10
BAFFLE WALL B
DC UNDERGROUND SAND FILTER
PLAN VIEW
DETAIL 1
1 = 10, C10
64'
63'
F------------------ - - - - -- -fir -7 - - -- ------------------ -IT - -�
I II II II I
I II u I
i II II I
II II II ^
II II II F
II II u
29.5 — 2 MIN 27.5 LS
33.17'
PLAN VIEW
6" OVERFLOW OPENING
--------- - - - - -- ---
I
Lq
I r -•aei? .F.T t, 7 fL`.yl
�— `
r '
I I v -a... e�l'�i f S -' iy
I I
L--- - - - - -- ---------------- - - -JL—
0
Lq
tn
4�
BAFFLE WALL A
3 CONFORMED JAN 2014 BYP
2 ADDENDUM 1 OCT 2013 JRC
1 BIDDING SEPT 2013 RLT
NO. ISSUED FOR DATE BY
DESIGNED B TE
DRAWN B TE
CHECKED
PROJ.ENGR. YP
APPROVED
BAFFLE WALL A J BAFFLE WALL B
SECTION A -A
BAFFLE WALL B
c�
z
z
w
on
0
x3:
0
J
L.�
W
n
DEWATERING
DRAIN, SEE NOTE
TO
BAFFLE WALL C
DC UNDERGROUND SAND FILTER
DETAIL 2
N TS C10
4'X4' ACCESS HATCH
EXTEND MANHOLES AND
ACCESS HATCH TO GRADE, TYP
APPROXIMATE ELEV. = 330.00'
20" ASTM C33
CONCRETE SAND
15" RCP INV
OUT = 319.36'
BAFFLE WALL C
6" UNDERDRAIN IN
WASHED GRAVEL
TYP SAND FILTER
SECTION
1 -2" OF 1" WASHED GRAVEL
OVER FILTER FABRIC LAPPED
6 ON ALL FOUR SIDES
20" ASTM C33
CONCRETE SAND
WASHED GRAVEL, SEE
NOTE 5
6" PERFORATED PVC
PIPE WRAPPED IN
GEOTEXTILE FABRIC
BRIAN YANCEY
PORTER
Lic. No.041975 W�
S10NAL
•
.i NO.6 GALVANIZED STEEL STEP
Ye" R
TYPICAL SECTION
(DIMENSIONS MAY VARY WITH
MANUFACTURER'S DESIGN)
.AL
#4, GRADE 60, REINFORCING ROD ENCASED IN
A CORROSION RESISTANT RUBBER OR OTHER
MATERIAL APPROVED BY THE ENGINEER.
(DIMENSION MAY VARY WITH MANUFACTURER'S
DESIGN)
MINIMUM OF 3" EMBEDMENT
ALUMINUM STEP
CORROSION RESISTANT
MATERIAL
# 4 REINFORCING ROD
L SECTION
NOTES;
STEPS WILL BE REQUIRED IN ALL STRUCTURES WITH A DEPTH OF
4' -0" OR GREATER UNLESS OTHERWISE NOTED ON THE PLANS.
ALL STEPS SHALL PROTRUDE 41x" FROM INSIDE FACE OF
STRUCTURE WALL.
MAXIMUM STEP SPACING TO BE 16" C -C.
STEPS SHALL. WITHSTAND A MINIMUM FORCE OF 300 POUNDS WHEN
EXTENDED z" FROM THE FACE OF THE SUPPORT.
STEP'S ARE TO BE VERTICALLY ALIGNED AND UNIFORMALY SPACED
FOR THE ENTIRE DEPTH OF ANY STRUCTURE.
IN PRECAST UNITS STEPS MAY BE CAST IN PLACE, MORTARED
INTO HOLES PROVIDED BY THE FABRICATOR, OR DRIVEN.
STEPS DIFFERING IN DIMENSIONS, CONFIGURATION, OR MATERIALS
FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THEY MEET
THE MINIMUM REQUIREMENTS SHOWN HEREON AND THE
CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS AND
CERTIFIED TEST REPORTS OF THE PROPOSED SUBSTITUTE AND HAS
RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE
OF SUCH STEPS.
ALL STEPS INSTALLED SHALL BE PROVIDED WITH SLIP - RESISTANT
SURFACES SUCH AS BUT NOT LIMITED TO, CORRUGATED KNURLED,
OR DIMPLED SURFACES.
ALUMINUM STEPS SHALL BE FABRICATED IN ACCORDANCE WITH
ASTM B221, ALLOY 6005 -T5.
THAT PORTION OF THE STEP ENCASED IN MASONRY SHALL BE
UNIFORMLY COATED WITH A BITUMIMOUS, SOLVENT TYPE, ASBESTOS
FILLED ALUMINUM PIGMENTED COATING CONFORMING TO FEDERAL
SPECIFICATION TC- C- 00498A.
VDOT 106.09 ST -1 STANDARD STEP
DETAIL 3
N.T.S. C10
COURTESY VIRIGINA DEPARTMENT OF TRANSPORTATION
ffiZEN AND SAWYER RIVANNA WATER & SEWER AUTHORITY
Environmental Engineers &Scientists CHARLOTTESVILLE, VIRGINIA
4011 WestChase Boulevard, Suite 500 Raleigh, North Carolina 27607
J=0% JENNY
VV ENGINEERING
NEW RIVANNA PUMP STATION
RIVANNA INTERCEPTOR TUNNEL
NOTES:
1. SAND FILTER SHALL CONFORM TO ALL CONSTRUCTION
SPECIFICATIONS IN SECTION 3.12A OF THE VSMH (VIRGINIA
STORMWATER MANAGEMENT HANDBOOK).
2. SAND FILTER SHALL NOT BE PUT ON —LINE UNTIL ENTIRE
DRAINAGE AREA IS STABILIZED. CONTRACTOR SHALL BLOCK
SAND FILTER INLET AND OUTLET PIPES UNTIL SITE IS
STABILIZED.
3. SAND FILTER SHALL BE CONSTRUCTED WATER TIGHT
INCLUDING PIPE AND RISER JOINTS WITHIN THE FACILITY.
CONTRACTOR SHALL CONTACT THE ENGINEER IF GROUND
WATER IS DISCOVERED ABOVE BOTTOM OF SAND FILTER.
4. GRAVEL SURROUNDING SAND FILTER UNDERDRAINS SHALL BE
Y TO 2 INCH DIAMETER GRAVEL AND PROVIDE AT LEAST 2
INCHES OF COVER OVER THE UNDERDRAINS.
5. UNDERDRAINS SHALL BE SDR 40 OR BETTER 6 —INCH
PERFORATED PVC PIPE. PERFORATIONS SHALL BE % INCH,
AND EACH ROW OF PERFORATIONS SHALL CONTAIN AT LEAST
6 HOLES. MAXIMUM SPACING BETWEEN ROWS SHALL BE 6
INCHES. MINIMUM GRADE OF PIPING SHALL BE Ys INCH PER
FOOT (ONE PERCENT). CONTRACTOR SHALL INSTALL
CLEANOUTS ON EACH UNDERDRAIN THAT EXTEND 6" ABOVE
THE SAND MEDIA.
6. SITE OWNER SHALL REFER TO OPERATIONS AND MAINTENANCE
AGREEMENT FOR MAINTENANCE SCHEDULE. SEDIMENT AND
CONTAMINATED SAND SHALL BE REMOVED WITH A VACUUM
TRUCK. SAND FILTER SHALL BE INSPECTED QUARTERLY AND
AFTER EVERY STORM LARGER THAN THE 2 —YEAR RAINFALL
DURING THE FIRST 12 MONTHS. THEREAFTER, SAND FILTER
SHALL BE INSPECTED EVERY 12 MONTHS.
7. IF SEDIMENT ACCUMULATES TO A DEPTH OF 6 INCHES OR
DEVELOPS AN OILY FILM, SEDIMENT SHALL BE REMOVED FROM
THE SEDIMENT CHAMBER AND /OR THE SAND FILTER
CHAMBER. FOR THE SAND FILTER CHAMBER, REMOVAL OF
THE FIRST 2 TO 3 INCHES OF SAND MEDIA MAY BE
NECESSARY TO REMOVE ALL OF THE SEDIMENT.
8. MANHOLES AND ACCESS HATCH SHALL BE RATED TO
WITHSTAND H -20 TRAFFIC LOADING.
9. ALL CONCRETE SHALL BE AT A MINIMUM 5" THICK AND
CLASS A3 DEFINED IN THE VIRGINIA DEPARTMENT OF
TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS.
10. AFTER PLACEMENT OF COLLECTOR PIPES, GRAVEL, AND
LOWER GEOTEXTILE LAYER, FILTER COMPONENTS SHALL BE
HYDRAULICALLY COMPACTED PER THE REQUIREMENTS OF THE
VSMH SECTION 3.12A.
11. 6" DEWATERING DRAIN INSTALLED BETWEEN THE FILTER
CHAMBER AND CLEARWELL CHAMBER SHALL BE CONTROLLED
BY A GATE VALVE WITH ITS INVERT AT THE ELEVATION OF
THE TOP OF THE FILTER. THE DEWATERING DRAIN
PENETRATION SHALL BE SEALED WITH A FLEXIBLE STRIP
JOINT SEALANT TO FORM A TIGHT PRESSURE SEAL.
12. ALL STRUCTURE INVERTS MUST BE INSTALLED LEVEL FOR
PROPER OPERATION OF THE SAND FILTER.
13. ALL GEOTEXTIES SHALL MEET THE REQUIREMENTS OF THE
VSMH SECTION 3.12A.
14. ALL STEPS SHALL BE VDOT 106.09, 12" O.C. ON INTERIOR
WALLS AT ACCESS MANHOLES
15. DC SAND FILTER BASED ON DESIGN BY OLDCASTLE PRECAST
CONCRETE. CONTRACTOR SHALL PROVIDE OLDCASTLE SAND
FILTER OR APPROVED EQUAL.
16. CONTRACTOR SHALL PROVIDE MANUFACTURERS PCI
CERTIFICATIONS AND SHOP DRAWINGS TO THE ENGINEER AND
THE COUNTY'S INSPECTOR DURING CONSTRUCTION.
NEW RIVANNA PUMP STATION
CIVIL
SAND FILTER DETAIL PLAN
THE SCALE BAR DATE SEPTEMBER 2013
SHOWN BELOW H & S JOB 31037 -042
MEASURES ONE NUMBER
INCH LONG ON CONTRACT DRAWING
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=k0% JENNY
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RIVANNA WATER & SEWER AUTHORITY
CHARLOTTESVILLE, VIRGINIA
NEW RIVANNA PUMP STATION
RIVANNA INTERCEPTOR TUNNEL
NOTES:
1. FOR GENERAL EROSION AND SEDIMENTATION CONTROL NOTES REFER TO SHEET C5.
2. CONTRACTOR SHALL BE PERMITTED TO TRIM /CUT ALL TREES AND VEGETATION
WITHIN THE LAY DOWN AREA.
3. CONTRACTOR SHALL PERFORM PRE AND POST CONSTRUCTION SOIL ANALYSIS. FIVE
(5) COMPOSITE SOIL SAMPLES WILL BE OBTAINED BY A QUALIFIED PROFESSIONAL
FROM WITHIN LAYDOWN AREA # 3. SOIL SAMPLE LOCATIONS SHALL BE SPACED
SUCH THAT THEY ARE 50 FEET FROM EACH OTHER WITH THE PERIMETER SOIL
SAMPLE LOCATIONS A MINIMUM OF 25' FROM THE OUTER PERIMETER OF THE
LAYDOWN AREA. SOIL SAMPLES SHALL BE COLLECTED BETWEEN THE GROUND
SURFACE AND A MINIMUM OF 6 INCHES AND A MAXIMUM OF 12 INCHES BELOW
GROUND SURFACE AND OBTAINED USING A DECONTAMINATED STAINLESS STEEL
SPOON OR STAINLESS STEEL AUGER. THE SPOON OR AUGER SHALL BE PROPERLY
DECONTAMINATED BETWEEN SAMPLING LOCATIONS. THE SOIL REMOVED FROM EACH
SAMPLING LOCATION WILL BE PLACED IN A DECONTAMINATED STAINLESS STEEL OR
GLASS BOWL AND MIXED THOROUGHLY TO OBTAIN A HOMOGENOUS SAMPLE PRIOR
TO PLACEMENT IN THE SAMPLING CONTAINERS. THE SOIL WILL BE ANALYZED FOR
PETROLEUM CONSTITUENTS USING ANALYTICAL METHOD OA1 FOR GASOLINE RANGE
ORGANICS AND OA2 FOR DIESEL RANGE ORGANICS. UPON RECEIPT, THE
ANALYTICAL RESULTS FROM THE LABORATORY WILL BE PROVIDED TO THE ENGINEER
FOR REVIEW.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE PROPERTY DURING
CONSTRUCTION AND SHALL NOT BLOCK THE EXISTING GATES OR ROADWAY WITH
ANY CONSTRUCTION MATERIALS OR EQUIPMENT DURING THE USE OF THE PROPERTY.
CONTRACTOR SHALL KEEP THE PROPERTY OWNERS GATE LOCKED WHEN
REQUESTED.
5. UPON COMPLETION OF CONSTRUCTION ACTIVES, CONTRACTOR SHALL GRADE AREA
TO ITS PRE CONSTRUCTION CONDITION. ALL REMAINING STONE AND DEBRIS SHALL
BE REMOVED USING A HARLEY RAKE OR EQUAL WITHIN THE TOP 12 INCHES OF
SOIL. STAGING AREA SHALL BE PERMANENTLY SEEDED AS DETAILED IN
SPECIFICATION 02910, FINAL GRADING AND LANDSCAPING.
6. CONTRACTOR TO RESTORE GRAVEL DRIVEWAY TO ITS ORIGINAL CONDITION AT THE
END OF CONSTRUCTION.
7. CONTRACTOR SHALL PROVIDE A 1.5° MILL AND PAVEMENT OVERLAY AT THE END OF
CONSTRUCTION. CONTRACTOR SHALL ALSO PROVIDE FULL DEPTH ASPHALT
REPLACEMENT PER DETAIL 0251000 TO ANY AREAS DEEMED NECESSARY BY THE
ENGINEER /PROPERTY OWNER.
LEGEND
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PS
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NEW RIVANNA PUMP STATION
CIVIL
CONTRACTOR STAGING AREA
LIMITS OF DISTURBANCE
GRAVEL CONSTRUCTION
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TEMPORARY SEEDING
PERMANENT SEEDING
DUST CONTROL
ASPHALT PAVEMENT
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1 "= 30' —o°
THE SCALE BAR DATE SEPTEMBER 2013
SHOWN BELOW H & S JOB
MEASURES ONE NUMBER 31037-042
INCH LONG ON CONTRACT DRAWING
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1 1 C11
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ISSUED FOR DATE BY APPROVED
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Lic. No.04
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PROFILE
HORZ: V=30'; VERT: 1"=10'
ffiZEN M ' SAMER
D
Environmental Engineers & Scientists
4011 WestChase Boulevard, Suite 500 Raleigh, North Carolina 27607
J=#*% JENNY
ENGINEERING
6+00
RIVANNA WATER & SEWER AUTHORITY
CHARLOTTESVILLE, VIRGINIA
NEW RIVANNA PUMP STATION
RIVANNA INTERCEPTOR TUNNEL
7-�00 8+00
NEW RIVANNA PUMP STATION
CIVIL
TUNNEL PLAN AND PROFILE
PROP ERTY OWNER TABLE
OWNER
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DEED BOOK
COLLETT M.
THACH
TM 78-21B
DB 3790-451 DB
403-592 PLAT
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0
30 15 30'
1 =30,-o"
THE SCALE BAR DATE SEPTEMBER 2013
SHOWN BELOW H&S JOB 31037-042
INCH LONG ON A DRAWING
THE ORIGINAL NUMBER NUMBER
DRAWING.
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LOCATION OF AIR RELEASE
VALVE TO BE DEMOLISHED,
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-Al
,.,._.
SYLVESTER LAWRENCE HEI JR.
& WARREN LEE HERRING -15-
I
NOTES:
b / 1. FOR MORE INFORMATION ON SOIL BORINGS IN THIS
��
PROPOSED 30' BW100 -4 » .W. AREA REFER TO SPECIFICATION SECTION 00999
SUBTERRANEAN EASEMENT ' ' »a... /-1 �% GEOTECHNICAL BASELINE REPORT AND APPENDICES A
PROPOSED SEWER AND B OF THE CONTRACT DOCUMENTS.
- •� ---�- � W_: �H `�'°
< EASEMENT q INSIDE 40
1` �
,
\
•,x. . .a., .51 a ,<�a.
2. AS PER CSX TRANSPORTATION DESIGN AND R W
Z -.._,_ CONSTRUCTION STANDARD SPECIFICATIONS
STEEL
yy , LINER PLATES SHALL BE INSTALLED ALONG THE � PORTION OF THE PIPES INSTALLATION WITHIN THE
. r w. ; _ � / �- � ».. :-Lull
»,z. 9rC RAILROAD S THEORETICAL EMBANKMENT LINE. LIMITS
17,
�,,r... SHOWN FROM STATION 8 +33 TO STATION 11+23
' � BW200 3
,
t�,�sz � _ ,� ,, ° � ,., ,,,<-r - .,...., � •.�'" . T , </ . ✓ � � _,a�. L7 �,..,.. w.w�_ , . �.. ,a� € °_ � -, ... .. r ,.< w,w�. &r �»r �"' ...��.. ' .i ,. ;, ,n w _ ., _ , ..�. »i:,. 9�.'" u� ;, <u ,,, � ;� ,K - _....». . .,�...,• �fi». � °»� � rx.a ...ww»«<».": u r'
.wF.
REPRESENT TH E E NTIR ET Y 0 F THE RAILROAD'S THEORETICAL EMBANKMENT LINE. FOR CONSTRUCTION 0 ,'
INFORMATION ON TUNNELING INSTALLATION UNDER
1 TM 78 -21(8 EXISTING 8° FM
TTW°<
W W_
iii V) 1
W W
Zz
o }
t
Q Q e
w
f
0
X181'00 9 +00
XI�BI�N /10/0/-/5
SOIL BORING, TYP
pj
-�� AW100 -1 fi Ip!
4�SL SEE NOTE 1
LUCY SYDNER COCKE JONATHAN H. & ROBYN J. FINK
TM 78 -21A TM 55A -149
1 0+00
f
PLAN
1 =30'
w
11-I' 00
wj-1
o BRIAN YANCEY
PORTER
Lic. No.041975
PROPOSED 40' SEWER
EASEMENT
DIMITRA A. COSTAN
& BEVERLY L. CATLIN EXISTING 8° SS
TM 55A -148
PROPOSED 50' SEWER
EASEMENT
6
a
ffd
f
12 +00 PROFILE 13 +00
HORZ: 1"=30'; VERT: V=10'
ffiZEN AND SAWYER
Environmental Engineers & Scientists
4011 WestChase Boulevard, Suite 500 Raleigh, North Carolina 27607
J=#% JENNY
VV ENGINEERING
14 +00
BW200 -4
4 1
AW100 -3
AW200 6
AW200 -1 � '
1
�x BW200 -5
L9
x..__._.._......
31q.
EXCAVATION SUPPORT
I � ,
10' DIA MANHOLE
5' DIA MANHOLE '` M,<
I X X
60 INCH RIVANNA INTERCEPTOR
Number
Radius
Length
DESIGNED BTE
DRAWN BTE
CHECKED
PROJ.ENGR. YP
N
End Northing
End Easting
L6
o
298.00
3894470.77
11495098.38
°
11495145.78
C5
600
4
CONFORMED
JAN 2014
BYP
z 3
ADDENDUM 3
DEC 2013
BTE
2
ADDENDUM 1
OCT 2013
JRC
1
BIDDING
SEPT 2013
RLT
NO.
ISSUED FOR
DATE
BY
APPROVED
XI�BI�N /10/0/-/5
SOIL BORING, TYP
pj
-�� AW100 -1 fi Ip!
4�SL SEE NOTE 1
LUCY SYDNER COCKE JONATHAN H. & ROBYN J. FINK
TM 78 -21A TM 55A -149
1 0+00
f
PLAN
1 =30'
w
11-I' 00
wj-1
o BRIAN YANCEY
PORTER
Lic. No.041975
PROPOSED 40' SEWER
EASEMENT
DIMITRA A. COSTAN
& BEVERLY L. CATLIN EXISTING 8° SS
TM 55A -148
PROPOSED 50' SEWER
EASEMENT
6
a
ffd
f
12 +00 PROFILE 13 +00
HORZ: 1"=30'; VERT: V=10'
ffiZEN AND SAWYER
Environmental Engineers & Scientists
4011 WestChase Boulevard, Suite 500 Raleigh, North Carolina 27607
J=#% JENNY
VV ENGINEERING
14 +00
BW200 -4
4 1
AW100 -3
AW200 6
AW200 -1 � '
1
�x BW200 -5
L9
x..__._.._......
31q.
EXCAVATION SUPPORT
I � ,
10' DIA MANHOLE
5' DIA MANHOLE '` M,<
I X X
60 INCH RIVANNA INTERCEPTOR
Number
Radius
Length
Start Northing
Start Easting
End Northing
End Easting
L6
78-21A
298.00
3894470.77
11495098.38
3894764.98
11495145.78
C5
600
168.24
3894764.98
11495145.78
3894925.18
11495195.33
L10
CITY OF
563.14
3894925.18
11495195.33
3895434.65
11495435.26
C6
600
33.78
3895434.65
11495435.26
3895464.79
11495450.51
L7
70.05
3895464.79
11495450.51
3895526.39
11495483.88
C7
600
63.68
3895526.39
11495483.88
3895583.88
11495511.18
L8
35.49
3895583.88
11495511.18
3895616.71
11495524.69
C8
600
281.23
389561 6.71
11495524.69
3895842.74
11495687.66
L9
157.54
3895842.74
11495687.66
3895945.64
11495806.95
15+00
RIVANNA WATER &SEWER AUTHORITY
CHARLOTTESVILLE, VIRGINIA
NEW RIVANNA PUMP STATION
RIVANNA INTERCEPTOR TUNNEL
E=
16-+00
THE CSX RAILROAD RIGHT -OF -WAY REFER TO THE
ry " ~w RAILROAD ENCROACHMENT AGREEMENTS UNDER
SECTION 00950 - SPECIAL PROVISIONS.
3. LOCATION AND ELEVATIONS OF ALL SURFACE
FEATURES AND EXISTING PIPE CROSSINGS ARE
SHOWN AS APPROXIMATE.
Ar ° »" 4. THE WIDTH OF THE CSX RIGHT OF WAY IS 80 FEET
AND THE RIGHT OF WAY IS CENTERED ON THE
RAILROAD TRACKS.
BW100 -6
BW100 -7 I
M
370
360
350
340
330
320
310
300
we
PROPERTY OWNER TABLE
OWNER
TAX MAP
DEED BOOK
LUCY SYDNER
TM
DB 1714 -607, DB
COCKE
78-21A
516 -448 PLAT
DIMITRA A.
COSTAN
TM
DB 482 -580, DB
& BEVERLY L.
55A -148
261 -163 PLAT
CATLIN
CITY OF
TM
DB 880 -908, DB
CHARLOTTESVILLE
55A -147
569 -361 PLAT
280
275 1'=30'-O'
16 +75
NEW RIVANNA PUMP STATION
CIVIL
TUNNEL PLAN AND PROFILE
LEGEND
PROPOSED
SEWER EASEMENT
30 15 0 30'
THE SCALE BAR DATE SEPTEMBER 2013
SHOWN BELOW H & S JOB 31037 -042
MEASURES ONE NUMBER
INCH LONG ON CONTRACT DRAWING
THE ORIGINAL NUMBER NUMBER
DRAWING.
1 1 C31
0
Q
0
w
m
r
s
N
Q
0
CONSTRUCTION OF A SILT FENCE sF
(WITHOUT WIRE SUPPORT)
1. SET THE STAKES. 2. EXCAVATE A 4 "x4" TRENCH
UPSLOPE ALONG THE LINE OF STAKES
6'MAX
FLOW
411
3. STAPLE FILTER MATERIAL TO STAKES 4. BACKFILL AND COMPACT
AND EXTEND IT INTO THE TRENCH. THE EXCAVATED SOIL.
FLOW
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
POINTS A SHOULD BE HIGHER THAN POINT B.
DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
0227000
EXISTING GROUND
FILTER CLOTH —
STONE CONSTRUCTION ENTRANCE cE
EXISTING PAVEMENT
70' MIN PAVEMENT
A 3 X5:1
6" MIN.' Al \-- MOUNTABLE BERM
ELEVATION (OPTIONAL)
70' MIN
WASHRACK f
(OPTIONAL) 10' MIN.
B
12' MIN* 10' EXISTING
MIN. PAVEMENT
f
VDOT #1 B I - - -- POSITIVE DRAINAGE 10' MIN.
COURSE AGGREGATE TO SEDIMENT
* MUST EXTEND FULL WIDTH
OF INGRESS AND EGRESS
OPERATION
TRAPPING DEVICE
PLAN VIEW
19' MIN_
I ILILI\ .,L.,III SECTION "A —A"
REI,4, VI VVIVVI \L IL
SLC I ION
0257701
DESIGNED BTE
DRAWN BTE
CHECKED _
PROJ.ENGR. BYP
2 ADDENDUM 1 OCT 2013 JRC
1 BIDDING SEPT 2013 RLT
N0. ISSUED FOR DATE BY APPROVED
XREFs= 31037 -42 18,0227000,0227001, 0227002, 0227005, 0243300,0257701,0245000,0244400
BLOCK AND GRAVEL DROP INLET IP
SEDIMENT FILTER
WIRE SCREEN
GRAVEL * FILTER
` ^,RETE BLOCK
PERSPECTIVE VIEW
. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . .
MWA
DROP INLET WITH GATE
SEDIMENT
ELEVATION
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY
FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS
NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE.
* GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE.
0227001
3 STRANDS OF
BARBED WIRE -
N
M
C)
BRACE
FINISH
GRADE
II TYP CORNER
POST
M it
U CONCRETE
o BRIAN YANCEY
PORTER
Lic. No.041975
�Z /14
0 N�
BLOCK & GRAVEL CURB INLET IP
CURB INLET
SEDIMENT FILTER
—�
J
,j c>
WIRE SCREEN
PERSPECTIVE VIEW
RUNOFF WATER OVERFLOW
WITH SEDIMENTS _
SEDIMENT
WIRE SCREEN
2" x 4" WOOD STUD
ELEVATION
SPECIAL APPLICATION
CONCRETE BLOCK
GRAVEL FILTER
FILTERED WATER
\ / xy,/�
/� \ //U/\\j\\j� \/�
...........
CURB INLET
THIS METHOD OF INLET PROTECTION IS APPLICABLE AT
CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY
TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE.
*
GRAVEL SHALL BE VDOT 43, #357 OR 45 COARSE AGGREGATE
0227002
10'- " TYP
7 GAUGE
TENSION
WIRE—?
TRUSS ROD
TYP LINE
POST
II
CONCRETE
� 12"
CORNER /LINE
JCL NV IL L
THIS DETAIL
MZEN AND SAWYER
Environmental Engineers & Scientists
4011 WestChase Boulevard, Suite 500 Raleigh, North Carolina 27607
J=#% JENNY
VV ENGINEERING
TOP RAIL
I
u
CHAIN LINK FENCE
0244400
CONSTRUCTION OF A SILT FENCE sF
(WITH WIRE SUPPORT)
1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO THE POSTS.
4 "X4" TRENCH UPSLOPE ALONG THE
LINE OF POSTS.
r
FLOW"
=1111
I
I
J-
3. ATTACH THE FILTER FABRIC 10 4. BACKFILL AND
THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL.
INTO THE TRENCH.
111111 f
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
FILTER FABRIC -
0227005
AS SHOWN ON SITE PLANS _
ROADWAY GATE OPENING
SEE NOTE 1, THIS DETAIL
-BRACE
- TRUSS ROD II
II
BOTTOM RAIL u
- TYP GATE POST
- CONCRETE
I I v11IL FVJI
ROADWAY GATE PERSONNEL GATE
NOTES: 1. PROVIDE (LATCHING DEVICES TO HOLD GATES IN OPEN POSITION.
2. IF ROCK IS ENCOUNTERED WHEN SETTING POSTS, DRILL HOLES
4 INCHES LARGER IN DIAMETER THAN POSTS AND BACKFILL
TO GRADE WITH CLASS "B" CONCRETE.
Illii
3d
A
PIPE OUTLET CONDITIONS
A
FILTER CLOTH '
KEY IN 6 " -9 "; RECOMMENDED
FOR ENTIRE PERIMETER
SECTION A —A
0243300
PIPE OUTLET TO FLAT
AREA WITH NO DEFINED
CHANNEL
rill
*SEE SITE
PLAN
0 %
-
FILTER CLOTH '
KEY IN 6 " -9 "; RECOMMENDED
FOR ENTIRE PERIMETER
SECTION A —A
0243300
PIPE OUTLET TO FLAT
AREA WITH NO DEFINED
CHANNEL
rill
*SEE SITE
PLAN
TYPICAL CONTRACTION JOINT
48' MAX SPACING BETWEEN
1/2' EXPANSION JOINTS 4'
4" THICK CONCRETE WALK
VARIES,
SEE PLAN
FOR WIDTH
\-1/2" EXPANSION JOINT MATL WHEN WIDTH OF SIDEWALK, PAD, ETC
REQUIRED WHEN WALK ABUTS EXCEEDS 6', LONGITUDINAL CONTRACTION
RIGID STRUCTURES JOINTS SHALL BE PLACED AS REQUIRED
RIVANNA WATER & SEWER AUTHORITY
CHARLOTTESVILLE, VIRGINIA
NEW RIVANNA PUMP STATION
RIVANNA INTERCEPTOR TUNNEL
TYPICAL CONCRETE WALKWAY
0245000
CIVIL
STANDARD DETIALS
THE SCALE BAR DATE SEPTEMBER 2013
SHOWN BELOW H & S JOB 31037 -042
MEASURES ONE NUMBER
INCH LONG ON CONTRACT DRAWING
THE ORIGINAL NUMBER NUMBER
DRAWING.
D1
cV
CD
N
n
N
N
II
0
w
V)
Lj
0
a
m
}
a
In
0
N
N
Li
a
0
c
I
d
TOP FOR
IVE WATER RUNOFF
;CH 40 STEEL PIPE
) WITH CONCRETE
PAINTED PER SPECS
w
C)
I OJ
MENT N
SLOPE TOP FOR
POSITIVE WATER RUNOFF
6 "0 SCH 40 STEEL PIPE
FILLED WITH CONCRETE
AND PAINTED PER SPECS
EDGE OF CONC SLAB OR
6' 6"
BOLLARD TYPE 1
NOTE: UNLESS OTHERWISE NOTED
ALL BOLLARDS SHALL BE TYPE 1
0245100
BACK OF CURB
12" 2' -6"
MIN 6'
FINISHED GRADE
/ CONCRETE CURB
4 AND GUTTER
zo
3" R 1 1/2'
%0
00 Oo 00 00
n 0
CURB AND GUTTER
0242000
" u
BOLLARD TYPE 2
ASPHALT
PAVEMENT -
SLOPE
ROCK CHECK DAM cD
2 ACRES OR LESS OF DRAINAGE AREA:
16°
FILTER CLOTH
(OPTIONAL) -
VDOT W
CO---- ._____. -_
FL(
3�
(DOWNSTREAM VIEW)
2 -10 ACRES OF DRAINAGE AREA:
FILTER CLOTH
(OPTIONAL) -
3
VDOT #1
COARSE AGGREGATE
FLOW
(DOWNSTREAM VIEW)
0227003
2:1
3
CLASS I RIPRAP
DESIGNED BTE
DRAWN BTE
19yfCHECKED
PROJ.ENGR. BYP
2 ADDENDUM 1 OCT 2013 JRC
1 BIDDING SEPT 2013 RLT
NO. ISSUED FOR DATE BY APPROVED
kREFs= 31037 -42 iB4O245100,0251000 — Medium Duty ,0251301,1542400,0242000,monroe wash rack,0227033R,0227003
/ARIE`.
VARIES - SEE SITE PLAN
4I -0" EQUAL I EQUAL _ 41 -0" _
12• SLOPE AT 1/4:12 SLOPE AT 1/4:12
MIN 2" ASPHALT
TYP SURFACE COURSE
3.5" ASPHALT TACK COAT
BASE COURSE
12:1 12:1
\ / \\\/ 3.' SLOPE ti
CUT SECTION \� \ \ \ \ \ �� \\ FILL SECTION
NOTE:
THE 1' ASPHALT CONCRETE SURFACE COURSE AND THE 8" AGGREGATE BASE COURSE
TACK COAT SHALL NOT BE PLACED UNTIL THIS CONTRACT COMPACTED SUB -GRADE
AND THE ELECTRICAL CONTRACT IS COMPLETE AND HAS
BEEN APPROVED BY THE ENGINEER.
TYPICAL ROADWAY SECTION
0251000
6
O /
/ Q
/
A
/
o BRIAN YANCEY '4�-
(' PORTER
.,S Lic. No.041975
NI
ANAL �
CUT BACK EXIST
SURFACE COURSE
6' MIN FROM
BASE SLOPE
EXIST SURFACE
COURSE
TACK COAT
NEW ASPHALT PAVEMENT
SEE 0251000
CUT BACK EXIST BASE
COURSE 12" MIN
ASPHALT SURFACE
COURSE, 2" MIN
/TACK COAT
ASPHALT BASE
FCOURSE, 3.5" MIN
AGGREGATE BASE COURSE
EXIST BASE COURSE
TYPICAL PAVEMENT JUNCTION
0251301
�„� PROVIDE DRAINAGE AWAY
PRESSURIZED WATER SOURCE FROM THE WASH RACK TO A
(CONTINGENT UPON WATER '101, SEDIMENT - TRAPPING DEVICE.
MAIN INSTALLATION)
O
KEEP A BROOM AND SHOVEL CLOSE
TO THE RACK TO CLEAN THE STREET.
WASH RACK
THE LOCATION MUST SLOPE AWAY * *THE FOLLOWING IS AN EXAMPLE OF AN ACCEPTABLE WASH
FROM THE STREET OR STEPS MUST RACK. OTHER APPROVED METHODS MAY BE UTILIZED.
BE TAKEN (GRADING, DIVERSIONS, ONE SECTION OF REINFORCED CONCRETE CATTLEGUARD
ETC.) TO PREVENT RUNOFF FLOWING
INTO THE STREET. I 70 \ & /Ao ucm QTAL1c- 1 mmr!'M A►IM Mf — Mir7f7LI M A-rQ TA
FOUNDATION OF 80 COMPACTED
CRUSH AND RUN STONE
GEOTEX11LE FABRIC
TIRE WASH RACK
DETAIL
NTS D2
HuEN AND SAWYER
Environmental Engineers & Scientists
4011 WestChase Boulevard, Suite 500 Raleigh, North Carolina 27607
J=k#"% JENNY
VV ENGINEERING
i
SECTION A —A"
NOTE:
FOR PIPE DIAMETER
AND INVERT ELEVATION
SEE CONTRACT DRAWINGS
CLEANOUT RISER
1542400
EXISTING TREE
- -METAL "T POST
OR WOODEN 2X4
THREADED
COUPLING
45' ELBOW
FENCING FABRIC ORANGE MIRASAFE
4.2°
CD C:] CD
1:— ::::
EXISTING
:�:)CDCD
GRADE
10' MAX SPACING n
1
MIRASAFE OR AN APPROVED EQUAL. STAPLE TO
POST -TO -POST VERTICAL
2X4 OR TIE TO METAL "T" POSTS.
STEM WALL
MAINTENANCE REQUIREMENTS:
1. PLACE CONTINUOUS RUN OF FENCE MATERIAL ON BOTH SIDES OF
1. INSPECT WEEKLY AND AFTER EACH RAINFALL
IMMEDIATE WORK ZONE IN WOODED AREAS AS SHOWN ON THE
PRODUCING ' INCH OR MORE OF RAIN.
PLANS. DO NOT ATTACH FENCE MATERIAL TO TREES.
2 LAYERS
2. REPAIR OR RELACE DAMAGED FENCING IMMEDIATELY.
a
1/2" JOINT FILLER MATL
OF A MINIMUM OF 1.5' FROM THE TRUNK FOR EACH INCH OF
3. REPLACE ANY DAMAGED SIGNAGE IMMEDIATELY AS
DBH (DIAMETER AT BREAST HEIGHT). AREA INSIDE OF FENCING
NEEDED.
SHOULD BE A NO ACCESS, NO ENCROACHMENT ZONE THAT
30 # FELT
4. IF ROOTS ARE DAMAGED, CUT OFF DAMAGED AREAS
SUPPLIES.
CLEANLY AND KEEP EXPOSED ROOTS MOIST BY SPREAD
PEAT MOSS, MOIST TOPSOIL, OR MOIST MULCH. NO
3. " MIRASAFE" HIGH STRENGTH POLYMER GEOGRID FABRIC BY MIRAFI
PAINT IS NEEDED.
CONSTRUCTION PRODUCTS, PENDERGRASS, GEORGIA.
PAPER
4. ONE SIGN PER 50' OF TREE PROTECTION FENCING SHALL READ:
BARK DAMAGE OCCURS. IF SUCH DAMAGE DOES
"TREE PROTECTION AREA /DO NOT ENTER AREA /PARA
CLASS "B' CONCRETE
PROTECCION DE LOS ARBOLES /PROHIBIDO ENTRAR"
o
TREE PROTECTION BARRIER FENCE
0227033R
`..
ENCASEMENT
CLASS 'B" CONCRETE
TOF
N
a <
ENCASEMENT
1/2 JOINT FILLER MATL
Uj
F_-
SCH 40 STEEL PIPE
a .
°
SLEEVE, PAINT PER
co
a
SPECS, SECTION 9A
6' 6"
BOLLARD TYPE 1
NOTE: UNLESS OTHERWISE NOTED
ALL BOLLARDS SHALL BE TYPE 1
0245100
BACK OF CURB
12" 2' -6"
MIN 6'
FINISHED GRADE
/ CONCRETE CURB
4 AND GUTTER
zo
3" R 1 1/2'
%0
00 Oo 00 00
n 0
CURB AND GUTTER
0242000
" u
BOLLARD TYPE 2
ASPHALT
PAVEMENT -
SLOPE
ROCK CHECK DAM cD
2 ACRES OR LESS OF DRAINAGE AREA:
16°
FILTER CLOTH
(OPTIONAL) -
VDOT W
CO---- ._____. -_
FL(
3�
(DOWNSTREAM VIEW)
2 -10 ACRES OF DRAINAGE AREA:
FILTER CLOTH
(OPTIONAL) -
3
VDOT #1
COARSE AGGREGATE
FLOW
(DOWNSTREAM VIEW)
0227003
2:1
3
CLASS I RIPRAP
DESIGNED BTE
DRAWN BTE
19yfCHECKED
PROJ.ENGR. BYP
2 ADDENDUM 1 OCT 2013 JRC
1 BIDDING SEPT 2013 RLT
NO. ISSUED FOR DATE BY APPROVED
kREFs= 31037 -42 iB4O245100,0251000 — Medium Duty ,0251301,1542400,0242000,monroe wash rack,0227033R,0227003
/ARIE`.
VARIES - SEE SITE PLAN
4I -0" EQUAL I EQUAL _ 41 -0" _
12• SLOPE AT 1/4:12 SLOPE AT 1/4:12
MIN 2" ASPHALT
TYP SURFACE COURSE
3.5" ASPHALT TACK COAT
BASE COURSE
12:1 12:1
\ / \\\/ 3.' SLOPE ti
CUT SECTION \� \ \ \ \ \ �� \\ FILL SECTION
NOTE:
THE 1' ASPHALT CONCRETE SURFACE COURSE AND THE 8" AGGREGATE BASE COURSE
TACK COAT SHALL NOT BE PLACED UNTIL THIS CONTRACT COMPACTED SUB -GRADE
AND THE ELECTRICAL CONTRACT IS COMPLETE AND HAS
BEEN APPROVED BY THE ENGINEER.
TYPICAL ROADWAY SECTION
0251000
6
O /
/ Q
/
A
/
o BRIAN YANCEY '4�-
(' PORTER
.,S Lic. No.041975
NI
ANAL �
CUT BACK EXIST
SURFACE COURSE
6' MIN FROM
BASE SLOPE
EXIST SURFACE
COURSE
TACK COAT
NEW ASPHALT PAVEMENT
SEE 0251000
CUT BACK EXIST BASE
COURSE 12" MIN
ASPHALT SURFACE
COURSE, 2" MIN
/TACK COAT
ASPHALT BASE
FCOURSE, 3.5" MIN
AGGREGATE BASE COURSE
EXIST BASE COURSE
TYPICAL PAVEMENT JUNCTION
0251301
�„� PROVIDE DRAINAGE AWAY
PRESSURIZED WATER SOURCE FROM THE WASH RACK TO A
(CONTINGENT UPON WATER '101, SEDIMENT - TRAPPING DEVICE.
MAIN INSTALLATION)
O
KEEP A BROOM AND SHOVEL CLOSE
TO THE RACK TO CLEAN THE STREET.
WASH RACK
THE LOCATION MUST SLOPE AWAY * *THE FOLLOWING IS AN EXAMPLE OF AN ACCEPTABLE WASH
FROM THE STREET OR STEPS MUST RACK. OTHER APPROVED METHODS MAY BE UTILIZED.
BE TAKEN (GRADING, DIVERSIONS, ONE SECTION OF REINFORCED CONCRETE CATTLEGUARD
ETC.) TO PREVENT RUNOFF FLOWING
INTO THE STREET. I 70 \ & /Ao ucm QTAL1c- 1 mmr!'M A►IM Mf — Mir7f7LI M A-rQ TA
FOUNDATION OF 80 COMPACTED
CRUSH AND RUN STONE
GEOTEX11LE FABRIC
TIRE WASH RACK
DETAIL
NTS D2
HuEN AND SAWYER
Environmental Engineers & Scientists
4011 WestChase Boulevard, Suite 500 Raleigh, North Carolina 27607
J=k#"% JENNY
VV ENGINEERING
i
SECTION A —A"
NOTE:
FOR PIPE DIAMETER
AND INVERT ELEVATION
SEE CONTRACT DRAWINGS
CLEANOUT RISER
1542400
EXISTING TREE
- -METAL "T POST
OR WOODEN 2X4
THREADED
COUPLING
45' ELBOW
FENCING FABRIC ORANGE MIRASAFE
4.2°
CD C:] CD
1:— ::::
EXISTING
:�:)CDCD
GRADE
10' MAX SPACING n
TC MIRAFI
MIRASAFE OR AN APPROVED EQUAL. STAPLE TO
POST -TO -POST VERTICAL
2X4 OR TIE TO METAL "T" POSTS.
NOTES:
MAINTENANCE REQUIREMENTS:
1. PLACE CONTINUOUS RUN OF FENCE MATERIAL ON BOTH SIDES OF
1. INSPECT WEEKLY AND AFTER EACH RAINFALL
IMMEDIATE WORK ZONE IN WOODED AREAS AS SHOWN ON THE
PRODUCING ' INCH OR MORE OF RAIN.
PLANS. DO NOT ATTACH FENCE MATERIAL TO TREES.
2. REPAIR OR RELACE DAMAGED FENCING IMMEDIATELY.
2. TREE PROTECTION FENCING FABRIC TO BE PLACED IN A RADIUS
OF A MINIMUM OF 1.5' FROM THE TRUNK FOR EACH INCH OF
3. REPLACE ANY DAMAGED SIGNAGE IMMEDIATELY AS
DBH (DIAMETER AT BREAST HEIGHT). AREA INSIDE OF FENCING
NEEDED.
SHOULD BE A NO ACCESS, NO ENCROACHMENT ZONE THAT
SHALL HAVE NO PARKING OF EQUIPMENT OR STOCKPILING OF
4. IF ROOTS ARE DAMAGED, CUT OFF DAMAGED AREAS
SUPPLIES.
CLEANLY AND KEEP EXPOSED ROOTS MOIST BY SPREAD
PEAT MOSS, MOIST TOPSOIL, OR MOIST MULCH. NO
3. " MIRASAFE" HIGH STRENGTH POLYMER GEOGRID FABRIC BY MIRAFI
PAINT IS NEEDED.
CONSTRUCTION PRODUCTS, PENDERGRASS, GEORGIA.
5. FENCING SHALL BE INSTALLED SUCH THAT NO TREE
4. ONE SIGN PER 50' OF TREE PROTECTION FENCING SHALL READ:
BARK DAMAGE OCCURS. IF SUCH DAMAGE DOES
"TREE PROTECTION AREA /DO NOT ENTER AREA /PARA
OCCUR ONLY A CERTIFIED ARBORIST SHOULD DO ANY
PROTECCION DE LOS ARBOLES /PROHIBIDO ENTRAR"
BARK TRACING. NO PAINT IS NEEDED..
TREE PROTECTION BARRIER FENCE
0227033R
RIVANNA WATER & SEWER AUTHORITY
CHARLOTTESVILLE, VIRGINIA
NEW RIVANNA PUMP STATION
RIVANNA INTERCEPTOR TUNNEL
CIVIL
STANDARD DETIALS
THE SCALE BAR DATE SEPTEMBER 2013
SHOWN BELOW H & S JOB 31037 -042
MEASURES ONE NUMBER
INCH LONG ON CONTRACT DRAWING
THE ORIGINAL NUMBER NUMBER
DRAWING.
NIFA
�U
�n
LUMINAIRE SCHEDULE
Fixture Type
Quantity
Catalog #
Lumen Output
LLF
CHECKED __-_----_
AWAY
1572 WET LOCAHON
LIGHTING
R| T
HW5
11
H710 70M MA WFL LPI BK
7000
1.0
HW6
4
H710 150M MA WFL LPI 13K
16000
1.0
NO. ISSUED FOR DATE BY
DESIGNED __-_����
'�
SOMERSET
DRAWN
~`~ J]'�
SERIES LUMINAIRES
CHECKED __-_----_
AWAY
1572 WET LOCAHON
LIGHTING
R| T
APPROVED
FILTER BACKWASH
STORAGE
0A 0,2
+ o,u +o,o 'o,�J +0.0 +0,1 0,,;l 'U, 1 '0.2 '02 +0.3 '03 t 0A 0,5 0.5J I + 7 710" +W, *0A. �03 �0,2 +02 + " +cA +0 1 +0.0 +011
�Jl , HW5 0.5
El 0.1
y6r
o
HW5 HW5 NEW WALL MOUNTED
STATION
i,o 3X 4A
L+�',' Z�
0.0 D'o 0A 6 2,0 4A 4,2 0.2 01 1 0, ti 0,0 711) o'o 0.0 fi.o
OX TO 010 010 0,0 0,0 0.1 4)"1 D, 1 0,0 D.0 I), I 0A I 0A 0.1 DA *J� 0A 011 0 - 01 I),u 0.0 01c � 0 L '0 U10 0, U.0 +010
/+ 'bm +0.0 0.0 '0.0 '0.0 ',).0 '0.0 +o.0 'U'D '0.0 '0,0 +0.0 '0.0 +0.0 +0,0 +0A) '0.0 'U.0 'o.0 +0 0 +0.�3 *o.0 010 qj 0.0 (ho +Uu +0.0 'o.11 +o.a +0.0 /1.0 +0.0 %,It 0.0 *To
PARTIAL S|T[ PLAN PHOTOMETRIC,
Fixture Type HL5
LAMP
SOMERSET
SHALL
80 t
SERIES LUMINAIRES
Fen'o"
/11
AWAY
1572 WET LOCAHON
LIGHTING
IL it;
PROPERTY IN RESIDENTIAL OR RURAL AREAS
LL
MIX WEfGHF: l6kg (361 s)
X LL
FO0TCANDLE.
�7
ORDERING INF08MATION:
,
^
IT
�
ORDERING INFORMATION:
^
H710 150M 120 VFL KM HSMSAI8 BID SF UPI BK
CL
n H710 D 120 El KIM Knee Lima
SOMERSE T LAMP AND WATTAGE VOLTAGE COLOR OPTICAL
11 KM Knuckle Internal
0 H710 Ll 121) tamp
n 208 Mount 0 ISS, Inter nal Source 1 M UII Lamp
Ll 208 Mount 11 ISSI Internal Source M LPI Lamp
SERIES 100HP = I DOW HIPS 12=1 rF BZ = BRONZE F
Shield I Included
0 220
Mount Amber
P j�k 13 277
0 240 Mount Amber
171 347 a CFREO Color Filter
Rod
0 347
= CLEAR
Red
F1 2WO T4 MC 0 CFRLU Color Filter
11 490 Blue 13 DF4 Double Fuse
W,
El 480 Blue 0 OF" Double Fine
IJ 300Q T3 RSC N MA tied! Color Filter
Cl 4000 T3 FISC
0 5M T3 RSC 1. 120V Green
M. El ma - wiled EIGED"Genoric
- 13CFGRN
to 12olf Green
13 50M E17 Mad. to 206V iff iib Barn Doors Electronic
• 70M E I Med 0 MC - wired 0 US Glare Shield Ballast N RK Black
C3 5000. T3 RSC
11 MB - wired DGEB"Generic
• 10CM E17 Mod: to 240V
Cover
* I 75.MH = 175W METAL HAUDE 48=480V FORWARD [HROW
• 100M E17mod. n mo - wired: Blue
El 70CM E17Mad to 240V 13 LC Polycarbanato 0 BO Dark
Cover
III RM Brown
1 Mounting
0 100M E�7 Mad: 0 MQ - wired: Blue
El 150M El I Mad ssoirles' Metallic
Cl 175M E 7 Mad. Q HPSSA Pod. Stan. W7� Splice Access Cl ON Graphite
13 70CMTS T6 G12 El NSPI Narrow Spot OHSMSA..' Stan. NC Splice Access 11 ON Green
HAP SP Spot GH Gray
D 0
• 50S E I Mad- 13 HFLI Horizontal Flood 0 HWMSA Wall Mt Splice Access 'I W
(E 2 51"- P M 250'N PULSE METAL HALIDE 120, 277 & 347V
14-
El 0 GA Gray
1-3 50S El I Mad. 0 HFLI Horizontal Flood 0 HWMSA Wall Mt Splice Ace oss 11 WH White
IA LI
0 E 1 7 Mad- [I VFL Vertical Flood 11 HEWM_I Ext. Wall Mt 11 So Sandstone
-,4 fi!l 9 .0 �q
(D 40OPM 400'N PULSE METAL I LAUDE
I Nei"
DUE I'D EISA 2007 LECISLAIION)
OPTIONS (ADD TO CATALOG NUMBER):
[:]PS = PROTECTED STARTER (HPS UNITS ONLY)
Specifications
MCCESSORIES, (SHIP SEPARATE): ADID COLOR 10 ACCESSORY)
MATERIAL: Die cast aluminum housing and LAMP: ta500WT4, to
BK BLACK
HID: T-6, 012 to 15OW, E-17 medium base to 175W, Elliptical, E-27 to 159W, See ordering guide for further lamp options,
MATERIAL: Die castaluminum housing and door. LAMP: hicandescem:T-3, BSC Quartz to 5OW T4, Mini-Can to 250W.,
X LAMP BZ BRONZE
- FI = SlINGLE FUSING (120, 240, 277, VOLT) TO BE FIELD INSTALLED OR CRAY
HID: T-6, 612 to 150W, E-17 medium base to 175W; Elliptical, E-27 to 150W. See ordering guide for further lamp options,
- F2 = DOUBLE FUSINQ (208, 240, 480, VOLT) TO BE FIELD NSIALLED WI-i %AffliTE
rated 4KV. See ordering guide for further lamp options. VOLTAGE. See ordering guide DISTRIBUTION: See ordering
guide for distributions. REFLECTORS: High purify anodized spocular, sumi-specular, or patterned lighting sheet in
SIASTPB1* PIPE ADAPTOR BRACKEI
SMSTWO" WALL BRACKET
0SMSTWS-* WALL BRACKET WITH ARM
MOUNTING: Knuckle or yoke mounted (1801 vertical, 350' rotation); Fixed mounted for coiling or wall, Knuckle Mount:
NOTE: HOUSING/1)(YOR ASSEMBC( AND ELECTRICAL ASSEMBLIES SHIP SE:PARArELY.
Die cast aluminum with 314* NPT galvanized nipple standard. Yoke Mount Aluminum with 6'of 18-3 STW flexible standar.
various configurations designed to provide maximum performance and uniformity. LENS: Flat tempered glass.
0
ORDER NO: DRAWING NO. FM-1607
HOLOPHMEEN SMST.DWG
CAD MODEL:
doors or fixed glare shields available. IBALLAST- Integrally mounted ballasts rated for low starting Lump. Fixtures are 100%
42010 ACUIrY BRANUS LIGHTING AC., AA Righta 3825 COLUMBUS RD_ GRAN'0". 08 +=3
FIXTURE [- HL 5_
PRODUCT CUT SHEET
INA L
Fixture Type HW5
& A A
FIXTURE TYPE UU�
PRODUCT CUT SHEET
MZEN AND SAWYER
EDV'[ODU08OfD| EOO'D88[S >t SC'8Dt'StS
4011 WestChase Boulevard, Suite 500 Raleigh, North Carolina 27607
J=#'% JENNY *mf%o ENGINEERING
O k A
LAMP
THAT EMITS 3.000 OR MORE INITIAL LUMENS
SHALL
80 t
ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY
Fen'o"
/11
AWAY
Klini.sAl.whast
LIGHTING
IL it;
PROPERTY IN RESIDENTIAL OR RURAL AREAS
LL
DISTRICTS SHALL NOT EXCEED ONE-HALF
X LL
FO0TCANDLE.
�7
ORDERING INF08MATION:
,
^
IT
�
ORDERING INFORMATION:
^
H710 150M 120 VFL KM HSMSAI8 BID SF UPI BK
CL
n H710 D 120 El KIM Knee Lima
11 KM Knuckle Internal
0 H710 Ll 121) tamp
n 208 Mount 0 ISS, Inter nal Source 1 M UII Lamp
Ll 208 Mount 11 ISSI Internal Source M LPI Lamp
El 220 Shield Included
Shield I Included
0 220
Mount Amber
P j�k 13 277
0 240 Mount Amber
171 347 a CFREO Color Filter
Rod
0 347
El 12WZII OSP Single Fuse
Red
F1 2WO T4 MC 0 CFRLU Color Filter
11 490 Blue 13 DF4 Double Fuse
W,
El 480 Blue 0 OF" Double Fine
IJ 300Q T3 RSC N MA tied! Color Filter
Cl 4000 T3 FISC
0 5M T3 RSC 1. 120V Green
M. El ma - wiled EIGED"Genoric
- 13CFGRN
to 12olf Green
13 50M E17 Mad. to 206V iff iib Barn Doors Electronic
• 70M E I Med 0 MC - wired 0 US Glare Shield Ballast N RK Black
C3 5000. T3 RSC
11 MB - wired DGEB"Generic
• 10CM E17 Mod: to 240V
Cover
IM ZOM Ell Mod 11 MC - wircd Cl GS Glaro Shield Ballast M HK Black
• 100M E17mod. n mo - wired: Blue
El 70CM E17Mad to 240V 13 LC Polycarbanato 0 BO Dark
Cover
III RM Brown
1 Mounting
0 100M E�7 Mad: 0 MQ - wired: Blue
El 150M El I Mad ssoirles' Metallic
Cl 175M E 7 Mad. Q HPSSA Pod. Stan. W7� Splice Access Cl ON Graphite
13 70CMTS T6 G12 El NSPI Narrow Spot OHSMSA..' Stan. NC Splice Access 11 ON Green
HAP SP Spot GH Gray
D 0
• 50S E I Mad- 13 HFLI Horizontal Flood 0 HWMSA Wall Mt Splice Access 'I W
0 70CMT6 TS G12 El NSPI Narrow Spot OHSMSAi. I Stan. NC Splice Access 11 GN Green
H UP SP Spot
14-
El 0 GA Gray
1-3 50S El I Mad. 0 HFLI Horizontal Flood 0 HWMSA Wall Mt Splice Ace oss 11 WH White
OOS M WFL Wide Flood 0 HFJR Flush Junction Box 0 AS As Specified
CI 50S E 7 Mad.
0 E 1 7 Mad- [I VFL Vertical Flood 11 HEWM_I Ext. Wall Mt 11 So Sandstone
-,4 fi!l 9 .0 �q
170S
0 1 o0s Ell Mad- in WFIL Wide Flood 0 HFJ8 Flush Junction Box 0 AS As Specified
M 50S E17 Mad.
I Nei"
o
Specifications
door. Incandescent:T-3, RSC Quartz Mini-can 25OW,
MATERIAL: Die cast aluminum housing and LAMP: ta500WT4, to
Specifications
HID: T-6, 012 to 15OW, E-17 medium base to 175W, Elliptical, E-27 to 159W, See ordering guide for further lamp options,
MATERIAL: Die castaluminum housing and door. LAMP: hicandescem:T-3, BSC Quartz to 5OW T4, Mini-Can to 250W.,
SOCKET: Incandescent: Recessed Single Contact (RSC). Mini-can screw base, HID: G-12, medium, or E27 base pulse-
HID: T-6, 612 to 150W, E-17 medium base to 175W; Elliptical, E-27 to 150W. See ordering guide for further lamp options,
SOCKET: Incandescent: Recessed Single Contact (RSC), Mini -can screw base. HID: G-12, medium, orE27 base pulse-
rated 4KV. See ordering guide for further lamp options. VOLTAGE. See ordering guide DISTRIBUTION: See ordering
guide for distributions. REFLECTORS: High purify anodized spocular, sumi-specular, or patterned lighting sheet in
rated 4KV. See ordering guide for further lamp options. VOLTAGE. Sao ordering guide DISTRIBUTION: See ordering
variDUS Configurations designed to provide maximum performance and uniformity. LENS: Flat tampered glass.
guide for distributions. REFLECTORS: High purity anodized spocular, semi-specular, or patterned fighting sheet in
MOUNTING: Knuckle or yoke mounted (1801 vertical, 350' rotation); Fixed mounted for coiling or wall, Knuckle Mount:
Die cast aluminum with 314* NPT galvanized nipple standard. Yoke Mount Aluminum with 6'of 18-3 STW flexible standar.
various configurations designed to provide maximum performance and uniformity. LENS: Flat tempered glass.
0
Polymer yoke mount caps are block finish. GLARE CONTROL: Internal glare control elements, external adjustable barn
MOUNTING: Knuckle or yoke mounted J 180* vertical, 360* rotation); Fixed mounted for ceiling or wall, Knuckle Mount:
doors or fixed glare shields available. IBALLAST- Integrally mounted ballasts rated for low starting Lump. Fixtures are 100%
factory tested. FINISH: See ordering guide for colors. FASTENERS: Stainless steel LISTING: U.L., C.U.1 WEIGHT!
'Universal
Die cast aluminum with 314' NPT galvanized nipple standard. Yoke Mount Aluminum with 6'of 18-3 STW flexible standar.
37lbs EPA: 1.27 NOTE: All lamps must be rated for Burning Position' because fixture tilt changes lamp
or:
0
Polymer yoke mount caps are black finish, GLARE CONTROL- Internal glare control elements, external adjustable barn
0
01
Z
doors or fixed glare shields available, BALLASTt Integrally mounted ball as Ls rated for low starting temp. Fixtures are 100%
factory Lostod, FINISH: See ordering guide for colors. FASTENERS: Stainless steel LISTINM U.I., C.U,L. WEIGHT:
cc
37lbs EPA: 1.27 NOTE: All lamps must be rated for 'Universal Burning Position' because fixture tilt changes lantip
=
FIXTURE TYPE UU�
PRODUCT CUT SHEET
MZEN AND SAWYER
EDV'[ODU08OfD| EOO'D88[S >t SC'8Dt'StS
4011 WestChase Boulevard, Suite 500 Raleigh, North Carolina 27607
J=#'% JENNY *mf%o ENGINEERING
O k A
FIXTURE TYPE r[ J V6
PRODUCT CUT SHEET
RKVANU WATER & SEWER AUTHORITY
CHARLOTTESVILLE, VIRGINIA
�����8� [���������^� PUMP A����
U��~V� ��U�����U��� x��U�U�� STATION
RhVANNA 0INTERCEPTOR TUNNEL
SITE WORK
ELECTRICAL
�J�T��'
m�� / c_��.
1. CONTRACTOR SHALL FURNISH AND INSTALL TYPES
'HL5' . 'HW5' . & /H00' FIXTURES WITH INTEGRAL
PHOTOCELLS AS SHOWN. FIXTURES SHALL BE
SOURCED FROM NEARBY LIGHTING PANEL.
' 2. FIXTURE TYPES 'HL5' 'HYY5' 'HW0' SHALL BE
`. . .
FURNISHED WITH CUTOFF OPTICS.
J. MEASURES SHALL BE PROVIDED TO PREVENT LIGHT
SPILLOVER ONTO ADJACENT PROPERTIES AND GLARE
TOWARD MOTOR VEHICLE OPERATORS AND SHALL BE
U�
INDICATED ON THE SITE PLAN. EXTERIOR LIGHTS
i�
`
SHALL BE SHIELDED SO THAT THEY DO NOT CAST
DIRECT LIGHT BEYOND THE PROPERTY LINE. IN
ACCORDANCE WITH THESE STANDARDS.
4. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO
PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR
RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED
0.5 FOOT CANDLE. A SPILLOVER SHALL BE MEASURED
HORIZONTALLY AND VERTICALLY AT THE PROPERTY
LINE OR EDGE OF RIGHT-OF-WAY OR EASEMENT,
WHICHEVER |3 CLOSER T0 THE LIGHT SOURCE.
5. WALL MOUNT SHALL BE INSTALLED WITH BRACKET
SHOWN IN DETAIL BELOW TO MEET FULL CUTOFF
REQUIREMENTS.
h. EACH OUTDOOR LUM|NARE EQUIPPED WITH A
LAMP
THAT EMITS 3.000 OR MORE INITIAL LUMENS
SHALL
80 t
ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY
FROM ADJOINING RESIDENTIAL DISTRICTS AND
AWAY
FROM ADJACENT ROADS. THE SPILLOVER OF
LIGHTING
FROM LUMINAIRES ONTO PUBLIC ROADS AND
PROPERTY IN RESIDENTIAL OR RURAL AREAS
LL
DISTRICTS SHALL NOT EXCEED ONE-HALF
FO0TCANDLE.
�7
ORDERING INF08MATION:
,
^
IT
�
^
Mounti
i no Accessories
n H710 D 120 El KIM Knee Lima
Ll 208 Mount 11 ISSI Internal Source M LPI Lamp
El 220 Shield Included
Z
Mount Amber
P j�k 13 277
171 347 a CFREO Color Filter
Rod
El 12WZII OSP Single Fuse
11 490 Blue 13 DF4 Double Fuse
W,
Cl 4000 T3 FISC
0 5M T3 RSC 1. 120V Green
M. El ma - wiled EIGED"Genoric
13 50M E17 Mad. to 206V iff iib Barn Doors Electronic
• 70M E I Med 0 MC - wired 0 US Glare Shield Ballast N RK Black
• 10CM E17 Mod: to 240V
Cover
• 100M E17mod. n mo - wired: Blue
III RM Brown
1 Mounting
Cl 175M E 7 Mad. Q HPSSA Pod. Stan. W7� Splice Access Cl ON Graphite
13 70CMTS T6 G12 El NSPI Narrow Spot OHSMSA..' Stan. NC Splice Access 11 ON Green
HAP SP Spot GH Gray
D 0
• 50S E I Mad- 13 HFLI Horizontal Flood 0 HWMSA Wall Mt Splice Access 'I W
4.X,J1 N�0
• 70S Ei I Mad. n VFL Vertical Flood 0 HEWM_1 Ext. Wag Mt 0 $0 Sandstone
Cl E17 Mad.
me� . ddl?99.2.
8
OOS M WFL Wide Flood 0 HFJR Flush Junction Box 0 AS As Specified
CI 50S E 7 Mad.
K i
I Nei"
Specifications
door. Incandescent:T-3, RSC Quartz Mini-can 25OW,
MATERIAL: Die cast aluminum housing and LAMP: ta500WT4, to
HID: T-6, 012 to 15OW, E-17 medium base to 175W, Elliptical, E-27 to 159W, See ordering guide for further lamp options,
SOCKET: Incandescent: Recessed Single Contact (RSC). Mini-can screw base, HID: G-12, medium, or E27 base pulse-
rated 4KV. See ordering guide for further lamp options. VOLTAGE. See ordering guide DISTRIBUTION: See ordering
guide for distributions. REFLECTORS: High purify anodized spocular, sumi-specular, or patterned lighting sheet in
variDUS Configurations designed to provide maximum performance and uniformity. LENS: Flat tampered glass.
MOUNTING: Knuckle or yoke mounted (1801 vertical, 350' rotation); Fixed mounted for coiling or wall, Knuckle Mount:
Die cast aluminum with 314* NPT galvanized nipple standard. Yoke Mount Aluminum with 6'of 18-3 STW flexible standar.
0
Polymer yoke mount caps are block finish. GLARE CONTROL: Internal glare control elements, external adjustable barn
Z
doors or fixed glare shields available. IBALLAST- Integrally mounted ballasts rated for low starting Lump. Fixtures are 100%
factory tested. FINISH: See ordering guide for colors. FASTENERS: Stainless steel LISTING: U.L., C.U.1 WEIGHT!
'Universal
37lbs EPA: 1.27 NOTE: All lamps must be rated for Burning Position' because fixture tilt changes lamp
or:
0
01
FIXTURE TYPE r[ J V6
PRODUCT CUT SHEET
RKVANU WATER & SEWER AUTHORITY
CHARLOTTESVILLE, VIRGINIA
�����8� [���������^� PUMP A����
U��~V� ��U�����U��� x��U�U�� STATION
RhVANNA 0INTERCEPTOR TUNNEL
SITE WORK
ELECTRICAL
�J�T��'
m�� / c_��.
1. CONTRACTOR SHALL FURNISH AND INSTALL TYPES
'HL5' . 'HW5' . & /H00' FIXTURES WITH INTEGRAL
PHOTOCELLS AS SHOWN. FIXTURES SHALL BE
SOURCED FROM NEARBY LIGHTING PANEL.
' 2. FIXTURE TYPES 'HL5' 'HYY5' 'HW0' SHALL BE
`. . .
FURNISHED WITH CUTOFF OPTICS.
J. MEASURES SHALL BE PROVIDED TO PREVENT LIGHT
SPILLOVER ONTO ADJACENT PROPERTIES AND GLARE
TOWARD MOTOR VEHICLE OPERATORS AND SHALL BE
U�
INDICATED ON THE SITE PLAN. EXTERIOR LIGHTS
i�
`
SHALL BE SHIELDED SO THAT THEY DO NOT CAST
DIRECT LIGHT BEYOND THE PROPERTY LINE. IN
ACCORDANCE WITH THESE STANDARDS.
4. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO
PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR
RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED
0.5 FOOT CANDLE. A SPILLOVER SHALL BE MEASURED
HORIZONTALLY AND VERTICALLY AT THE PROPERTY
LINE OR EDGE OF RIGHT-OF-WAY OR EASEMENT,
WHICHEVER |3 CLOSER T0 THE LIGHT SOURCE.
5. WALL MOUNT SHALL BE INSTALLED WITH BRACKET
SHOWN IN DETAIL BELOW TO MEET FULL CUTOFF
REQUIREMENTS.
h. EACH OUTDOOR LUM|NARE EQUIPPED WITH A
LAMP
THAT EMITS 3.000 OR MORE INITIAL LUMENS
SHALL
BE A FULL CUTOFF LUM|NA|RE AND SHALL BE
ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY
FROM ADJOINING RESIDENTIAL DISTRICTS AND
AWAY
FROM ADJACENT ROADS. THE SPILLOVER OF
LIGHTING
FROM LUMINAIRES ONTO PUBLIC ROADS AND
PROPERTY IN RESIDENTIAL OR RURAL AREAS
ZONING
DISTRICTS SHALL NOT EXCEED ONE-HALF
FO0TCANDLE.
SITE PHOTOMETRIC PLAN
WALL MOUNT BRACKET
DETAIL __1 -]
NTS El
20 10 O 20'
1"=20'-O"
THE SCALE BAR DATE SEPTEMBER 2013
SHOWN BELOYY H&S JOB 31037-042
MEASURES ONE NUMBER
INCH LONG ON CONTRACT DRAWING
THE ORIGINAL NUMBER NUMBER
1 | [�1
� � L_ |
�
�
'
�
wtvis
Willi MQU(It
�7
,
^
IT
�
^
SITE PHOTOMETRIC PLAN
WALL MOUNT BRACKET
DETAIL __1 -]
NTS El
20 10 O 20'
1"=20'-O"
THE SCALE BAR DATE SEPTEMBER 2013
SHOWN BELOYY H&S JOB 31037-042
MEASURES ONE NUMBER
INCH LONG ON CONTRACT DRAWING
THE ORIGINAL NUMBER NUMBER
1 | [�1
� � L_ |