HomeMy WebLinkAboutSDP201300033 Plan - Approved 2013-06-03a
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SHEET INDEX
,
L SITE C1
OVERALL PLAN
C1 —A OVERALL SITE PLAN — EXISTING SOIL BOUNDARIES
PLAN
C2 EXISTING CONDITIONS
C3 PARTIAL DEMOLITION PLAN
C4 PARTIAL DEMOLITION PLAN
C5 CONTRACTOR STAGING G AREA
C6 EROSION CONTROL & DRAINAGE GE PLAN
F
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 f
D2 SITE DETAILS
E1 SITE PHOTOMETRIC PLAN
PROPOSED SITE MODIFICATIONS
1. DEMOLITION OF EXISTING CHEMICAL STORAGE BUILDING
RIVANNA PUMP STATION
2. CONSTRUCTION OF NEW I
3. CONSTRUCTION OF NEW ELECTRICAL GENERATOR AND TRANSFORMER
4. INSTALLATION OF NEW ASPHALT A T PAVEMENT AND CONCRETE SIDEWALK
5. EXTENSION OF THE 600 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 15
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).
RIVANNA WATER &SEWER AUTHORITY
CHARLOTTESVILLE, VIRGINIA
0
& SEW
RIVANNA PUMP STATION
A,
MI:L119
VANN.. A INTERCEPTOR TUN
AMENDMENT TO APPROVED SITE PLAN
SDP #2012,00040 / WPO #201200060
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Environmental Engineers & Scientists
4011 WestChase Blvd, Raleigh, North Carolina 27607
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APPROVALS
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PLANNER/ZONING
ENGINEER
INSPECTIONS
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DEPARTMENT OF FIRE RESCUE
ALBEMARLE COUNTY SERVICE AUTHORITY
VIRGINIA DEPARMENT OF TRANSPORTATION
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Environmental Engineers & Scientists
4011 WestChase Boulevard, Suite 500 Raleigh, North Carolina 27607
JENNY
JaCC061
ENGINEERING
RIVANNA WATER & SEWER AUTHORITY
CHARLOTTESVILLE, VIRGINIA
NEW RIVANNA PUMP STATION
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, 71 D. 718
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
C 1 -A
�I2
DESIGNED BTE
Y
DRAWN BTE
CHECKED
r 3 CONFORMED JAN 2014 BYP PROJ.ENGR. YP
2 ADDENDUM 1 OCT 2013 JRC
1 BIDDING SEPT 2013 RLT
NO. ISSUED FOR DATE BY APPROVED
FILTER BUILDING Ll
4
3
332
FILTER BACKWASH
WASTE
o BRIAN YANCEY
PORTER
�b Lic. No.041975 4��
SIGNAL ��
GAS STORAG
SPHERE
BENCHMARK (BM -2),
ELEV = 354.48'
I_Jf -1 i
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EXISTING YARD
HYDRANT
FILTER BACKWASH
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\ EFFLUENT PUMPING""
BUILDING
ffiZEN AND SAWYER
Environmental Engineers & Scientists
4011 WestChase Boulevard, Suite 500 Raleigh, North Carolina 27607
JENNY
J31C00%
ENGINEERING
1
1
1
i
t
EXISTING GRAVEL DRIVE
M
yti
EXISTING 40' RWSA
SEWER EASEMENT,
DB 617 -96, PG 98, PLAT
(
;.w PROPERTY LINE /
..x
TEMPORARY BENCHMARK (TBM -1):
---.----------,CHISELED SQUARE IN CONCRETE
J.y. SIDEWALK, ELEV = 331.51'
IRP
N
X t
I
AW100 -6
�b
RIVANNA WATER & SEWER AUTHORITY
CHARLOTTESVILLE, VIRGINIA
NEW RIVANNA PUMP STATION
RIVANNA INTERCEPTOR TUNNEL
COLLETT M-�THA�CH,
TRUSTEE OF THE COLLETT
M. THACH TRUST„
TM 78-21B
e-- -�..
100 -YR FLOODPLAIN, PER GIS
BASE FLOOD ELEV: 330'°
100' MOORES CREEK
STREAM BUFFER
1'= 20' -0'
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
CONTRACT
NUMBER
DB 331 -554 PLAT
TAX MAP 78 -21B
DB 3790 -451
D8 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
0 BENCHMARK
-- SOIL BORING
YHe YARD HYDRANT
20 10 0 20'
THE SCALE BAR
DATE SEPTEMBER 2013
SHOWN BELOW
MEASURES ONE
H & S JOB 31037 -042
NUMBER
INCH LONG ON
THE ORIGINAL
CONTRACT
NUMBER
DRAWING
NUMBER
DRAWING.
C2
STAKING TABLE
POINT #
NORTHING
EASTING
DESCRIPTION
1
3894528.46
11495073.15
PERM EASEMENT
2
3894591.76
11495065.21
PERM EASEMENT
GAS STORAG / .oleo
1C
SPHERE
LIMITS OF DISTURBANCE FOR
. . ...rw�.....-- M.�._...�- .�...",- � � . ' t� �`�`- �•�.�, • MAINTENANCE OF PIREUS /
h` °ate J ROW SUCH AS PATCHING /
W
RWSA PERMANENT 20
ACCESS EASEMENT
..._.. �._._ �.»..._...-._.._._.._....__...._. �._..-. �..___..., �.«_., �..~_._.. �.._.._..__....-.,..-___....._....-_.-.. �».......__.._.-.__. �.._..__... ._...W....._"...w..�. "_,__._.�- AREA TO BE CLEARED 3 y
AND GRUBBED
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"� � � PROP
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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
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
J SITE SECURITY AT ALL TIMES.
• 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, �• -� SION, PROVIDE DUST CONTROL AND MAINTAIN FACILITY
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.
I 4 4. REFER TO SHEET C6 FOR EROSION CONTROL MEASURES AND
INSTALLATION NOTES PRIOR TO COMMENCEMENT OF DEMOLITION OR
t COLLETT M. THACH, GRUBBING OPERATIONS.
E TRUSTEE THE COLLETT'. 5. CONTRACTOR SHALL PROTECT EXISTING EFFLUENT PUMPING BUILDING
M. THACH TRUST a
TM 78-21B CRANE AND CONCRETE PAD THROUGH OUT CONSTRUCTION ACTIVITIES.
� °�.,,4
6. THE CONTRACTOR SHALL REPLACE ANY SECTION OF EXISTING
SIDEWALK OR CURB AND GUTTER DAMAGED DURING CONSTRUCTION TO
,E ITS ORIGINAL CONDITION.
-''' ✓ 7. FOR BIDDING PURPOSES, DEMOLITION OF CHLORINE BUILDING SHALL
e° 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
ryh WITH AN AREA APPROXIMATELY 16'X7 THICKENED TO 2' -3".
FOUNDATION CONSIST OF 1' THICK REINFORCED CONCRETE STEM WALLS
w E SUPPORTED BY 1' THICK BY 5' WIDE SHALLOW SPREAD FOOTINGS
AROUND THE PERIMETER OF THE STRUCTURE. STEM WALL HEIGHTS
�Ny ~ VARY BETWEEN 6' AND 12' AROUND THE PERIMETER OF THE
STRUCTURE.
DEMOLISH EXISTING ROADWAY
/ —�-,;
- ,,,� -- -� TO LIMITS SHOWN, SEE NOTE 3--.-
UV BUILDING _ -
s'
EXISTING SIDEWALK,
SEE NOTE 6
DEMOLISH ELECTRICAL
.r STRUCTURES TYP OF 4 GHUWNC��TbR M-E - -
fir 'LIMITS OF DISTURBANCE, TYP ;'' - ",, -- ==�, ` _ 'B0kDIND
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C / - TO LIMITS SHOWN, - -
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DEMOLISH EXISTING
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SEE NOTE 5
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/
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t ri
r..: . .. '.tiw` ..a� `°.""'".mom -; ..,� �_ ,,,,.. -' �P,,,,,.r rr✓ ,..✓"..
y.
DESIGNED BTE
An
z
DRAWN BTE
0
CHECKED
YP
3 CONFORMED JAN 2014 BYP PROJ.ENGR.
2 ADDENDUM 1 OCT 2013 JRC
1 BIDDING SEPT 2013 RLT
NO. ISSUED FOR DATE BY APPROVED
o BRIAN YANCEY
PORTER
1-0,.6 Lic. No.041975 W
ffiZEN 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
ENGINEERING
RIVANNA INTERCEPTOR TUNNEL
— —,
X
✓ �w
tq
x
M
DEMOLISH 1
DEMOLISH
DEMOLISH
DEMOLISH 1
TO LIMITS
DEMOLISH 1
LIMITS OF I
i
DEMOLISH EXISTING
SAND FILTER
'1
DEMOLISH EXISTING CURB AND
/ GUTTER TO LIMITS SHOWN
DEMOLISH GAS FLARES
(NON- ACTIVE), TYP OF 2
DEMOLISH 18" CI
DEMOLISH EXISTING
CATCH BASIN
NEW RIVANNA PUMP STATION
CIVIL
PARTIAL DEMOLITION PLAN
LEGEND
LIMITS OF DISTURBANCE
LIMITS OF DEMOLITION
AREA TO BE CLEARED
AND GRUBBED
20 10 0 20'
DEMOLISH CHLORINE JUNCTION BOX
AND ASSOCIATED PIPING
THE SCALE BAR
DATE SEPTEMBER 2013
DEMOLISH 12” CI
H & S JOB 31037 -042
NUMBER
DEMOLISH EXISTING FENCING TO
INCH LONG ON
THE ORIGINAL
LIMITS SHOWN, SEE NOTE 2
DRAWING
NUMBER
DIESEL TANK TO BE REMOVED AND
SALVAGED, SEE SPECIFICATION 01520
DRAWING.
AREA TO BE CLEARED AND
GRUBBED, SEE NOTE 4
1
C3
DEMOLISH CHLORINE STORAGE
BUILDING, SEE NOTE 7
DEMOLISH 15" RCP
DEMOLISH EXISTING
/
CATCH BASINS
i
DEMOLISH ELECTRICAL POLE, SEE SHEET E2
DEMOLISH 15" RCP
NEW RIVANNA PUMP STATION
CIVIL
PARTIAL DEMOLITION PLAN
LEGEND
LIMITS OF DISTURBANCE
LIMITS OF DEMOLITION
AREA TO BE CLEARED
AND GRUBBED
20 10 0 20'
1'= 20' -0'
THE SCALE BAR
DATE SEPTEMBER 2013
SHOWN BELOW
MEASURES ONE
H & S JOB 31037 -042
NUMBER
INCH LONG ON
THE ORIGINAL
CONTRACT
NUMBER
DRAWING
NUMBER
DRAWING.
1
C3
STAKING TABLE
POINT it
NORTHING
EASTING
DESCRIPTION
1
3895081.10
11495088.32
PERM EASEMENT
NOTES:
1. CONTRACTOR TO COORDINATE WITH RWSA FOR THE
„
� °��'� � � �y'�! ., „ .- .. �� f�' `� � �`�, � „. � ° -,., `• -.�• , Y � . �� RELOCATION OF EXISTING FUEL TANK, GENERATOR,
\, A ,... A \ 'm FENCING AND GATE.
yl ^y, �•. "`` 2. ONCE THE EXISTING GENERATOR AND ASSOCIATED
EQUIPMENT HAS BEEN REMOVED AND SALVAGED AND
NN,
h,• ALL ASSOCIATED EQUIPMENT PADS AND
APPURTENANCES HAVE BEEN DEMOLISHED,
- 1_4 ;11/
k1. ` °\ .:.. CONTRACTOR SHALL RESTORE THIS AREA TO GRASS
E °w `� Y WITH PERMANENT SEEDING. FOR INFORMATION
REGARDING PERMANENT SEEDING REFER TO
�\ ' ! V i`. `° ° , 4` ,• `° SPECIFICATION SECTION 02910 FINAL GRADING AND
LANDSCAPING.
4
,,..... f ,�' ' "»,l '`., "`" fJJ /fp `.., "'a, �''�i ism �'", � `+� �``` ^^ \•, . ` '+. '^, � "\ ^..
Nom° \; 3. CONTRACTOR SHALL USE LOCATION OF DEMOLISHED
\ AIR RELEASE VALVE TO ABANDON 36 FORCE MAIN
.r* N, ! ! "" a `• '; l h WITH FLOWABLE FILL. REFER TO SPECIFICATION
�`'° , SPECIFICATION 02214 FOR REQUIREMENTS OF
s ^.,` FLOWABLE FILL. AIR RELEASE VALVE SHALL BE
„a y: DEMOLISHED BELOW GRADE. CONTRACTOR TO REPAVE
__.. ...__.•� ! '�;v " , = WITH OVERLAY ON ALL SECTION OF DAMAGED
ro .
BW100 -3 Pr �\;, ' ' ^` . \ �t PAVEMENT.
"'✓ •," fir'
,.. ......,.,r.. ! w
FH�' A ' 4. CONTRACTOR SHALL SCHEDULE WORK IN THIS AREA
N-1
SUCH THAT TRAFFIC FLOW ON MARCHANT STREET
! . � "� � � \ •' IN � R EMAINS OPEN AT A L L TIM ES
- OF -WAY MARCHANT RIGHT � \
5. CONTRACTOR SHALL COORDINATE WITH RWSA ABOUT
p
'h w ANY EXISTING STRUCTURE WITHIN THE LIMITS OF
!
r
DISTURBANCE THAT IS NOT CALLED OUT AS
PERMANENT 28 CITY OF \ l • ! Mry .;' "° ! . `�M.� ;, DEMOLISHED OR SALVAGED.
/
NI
CHARLOTTESVILLE SEWER. EASEMENT
" ! ,- -' ! x "'>". •, I 6. ONCE PROJECT CONSTRUCTION IS COMPLETE
h =
� �' � �'` °� � , "`� � "•, �" "��. ``���. � �, � �`w� "� � .� �°'� ^ CONTRACTOR SHALL PROVIDE A 1.5' PAVEMENT
� N, � � OVERLAY OF PIREUS ROW.
.... °.�
^
a
J` 7. CONTRACTOR SHALL PROTECT EXISTING TREES AND
f <;.
"
0,9 VEGETATION IN THE AREA TO THE MAXIMUM EXTENT
W...._
PRACTICABLE.
"
SYLVESTERLAWRENCE t " k ..,.'• 8. CONTRACTOR SHALL MAINTAIN A CLEAR TRAFFIC LANE
""` • a HERRING, JR. & WARREN
,,
° h' Y.,Aa ON PIREUS ROW THROUGHOUT THE DURATION OF THE
1
LEE HERRING ! .
�. \ , � `• �� PROJECT AS SPECIFIED IN SECTION 01520,
TM 78-21Q `` ! .
h q tyy ! ay ,rR Mx �, µ,\� MAINTENANCE OF PLANT OPERATIONS DURING
LIMITS OF DISTURBANCE TYP \w
\ r! �,.�M ` \'h CONSTRUCTION.
SEE NOTE 4 ^ � "`" �.� '`' "
9. THE EXISTING RIVANNA FORCE MAIN SHALL BE FILLED
°M WITH FLOWABLE FILL FROM THE EXISTING RIVANNA
DEMOLISH AIR RELEASE VALVE J :q�; h `, ( h °` ``
ti • � �l,o ��� ! I `��, m� ,� �u�,,,'",� ��. �„ `�k� �^ ,` PUMP STATION TO THE TERMINUS OF THE ABANDONED
AND MANHOLE, SEE NOTE 3 , �, 4 FORCE MAIN AT THE NEW RIVANNA PUMP STATION.
a4 ,NI
THE EXISTING RIVANNA FORCE MAIN IS DUCTILE IRON.
',
GEORGEANN WILCOX
x TM 78-21H .T,
JJf 1/ g f iJj �. y
BW200 -2
co
PATRICIA R. SWIFT r
SALVAGE AND RELOCATE
EXISTING FUEL TANK, �� `�?u• "° "° l� �, TM78 -21P !/ ,
A DEMOLISH CONCRETE PAD . - /\C0
LIMITS OF RWSA'S EASEMENT
' \ DB 633 -213 -
TPF
l j
WOOD PROPERTY !, 1
LIMITS OF DISTURBANCE PS ! INVESTMENTS, LLC
A L L F U EL PIPIN G IN THI S AR E A TO BE TM 78-21N
DEMOLISHED AND ELECTRICAL CABLE SHALL
DEMOLISH ELECTRICAL BOX '
� „t. , , � , r7 / i BE DEMOLISHED TO 3 BELOW GRADE
,AND PAD r3"
FHµ� '" SALVAGE AND RELOCATE "; DEMOLISH BOLLARDS, TYP OF 3 w �µ d! - !J RAYMOND R. & EDITH
EXISTING GENERATOR, TP All, j E. MADISON
_ TM 78 21 M
DEMOLISH CONCRETE PAD W~ - /
w LIMITS OF DISTURBANCE TYP °• '
_.. FENCING. _.
TREE PROTECTION FEN G, ''�� � � u °`1�'�" SEE NOTE 5 .. •-- -�- -�- -- -�• ° -•�`
`w i
s
� � w
�r
LEGEND
' EXISTING FENCE AND GATE •' -°
p• G.. ! i i TO BE REMOVED AND
"d ` ° • - " DEMOLISH EXISTING ODOR wa ;" °° SILT FENCE
,� 1 SALVAGED AND TURNED t
w SCRUBBER ADD
70' BROADWAY RIGHT -OF -WAY - �A/�C _ r.w i „, i 1 O/ OVER TO RWSA _ .
E( CONCRETE PAD, , , ,
, , w - -µ LIMITS OF DISTURBANCE
"
DEMOLISH EXISTING
r4ku PAVEMENT TO LIMITS SHOWN > - TPF TPF TREE PROTECTION FENCE
u.
V
EXISTING TREE LINE,
SEE NOTE 7 %! ,�'- a SILT FENCE, TYP m .-T-
.._ w TPA .-y __.�.. - (,
r
�' •" "� " " ° ^� '"`° °� "" --�'' .... /� LIMITS OF DEMOLITION
e ,,.. _ w_ c 1 y ..0227000 y✓� ,. a i
d
qUw
W c
•,° `mow
PERMANENT SEEDING
N ..,! .ryTy� °�m >„ •�w��� •�_... '��M. � -°""" l�' „� ,,O ,_....�. SOIL BORING
r'p
INLET PROTECTION, TYP. / �'' _ .,.. _.
x
H
N J .. --'' �•.. � � "��-�u .Mau �, �' �� � ,•- �'..; �� '° � ��„.� ��'' .�-- -.
FIRE HYDRANT
.�
k.
A
wr
�-y
ASPHALT PAVEMENT
PERM "NENT 8 CITY OF -
i 7 BW1 2 f
7 r-
/ w
.'` `.r..
� CHARLOTTESVILLE SEWER � "�`_ � •- �'� PA E� `w° -�_ �.,.... � ��y � �-
W EASEMENT -
LIMITS OF DISTURBANCE,'
ZI
ASPHALT PAVEMENT FOR MAINTENANCE OF PIREUS w n� ... w ._. .. -- ... - v.. M1.. �.. ..•_ _•� - -.'
SEE NOTE 6 _
� ROW SUCH AS PATCHING •� -- �_....r~ .., •�• � `` _.�. • • --•- .-° ..- .� ._ - 1'= 20' -0'
M R
ATCHLINE SEE WING C5
Ln U
T
DESIGNED BTE ffiZENAND ASR RIVANNA WATER &SEWER AUTHORITY THE SCALE BAR DATE SEPTEMBER 2013
z I� SHOWN BELOW H & S JOB
DRAWN BTE Environmental Engineers & Scientists CHARLOTTESVILLE VIRGINIA NEW RIVANNA PUMP STATION MEASURES ONE NUMBER 31037 -042
BRIAN YANCEY 4011 WestChase Boulevard, Suite 500 Raleigh, North Carolina 27607 INCH LONG ON
CHECKED PORTER CIVIL CONTRACT DRAWING
4 CONFORMED JAN 2014 BYP
THE ORIGINAL NUMBER NUMBER
z 3 ADDENDUM 3 DEC 2013 BTE PROJ.ENGR. fyP d� Lie. No.041975 JENNY NEW RIVANNA PUMP STATION DRAWING.
2 ADDENDUM 1 OCT 2013 JRC °� �� �V ENGINEERING PARTIAL DEMOLITION PLAN 1 C4
LNO. BIDDING SEPT 2013 RLT �SL �� RIVANNA INTERCEPTOR TUNNEL ISSUED FOR DATE BY APPROVED
NOTES: 368- _ MATCHLINE -SEE DRAWING�C4 -`_
1. INSTALLATION OF EROSION CONTROL MEASURES SHALL NOT OCCUR UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD WITH / i 1' . ,/` `" _` _.r- ISTINGCONTOURS
-'" COUNTY OF ALBEMARLE INSPECTIONS DEPARTMENT. ( ' �... �/` "w.,.° - PER SURVEY BY DRAPER
r _.,
PROPERTY LINE -
�'
'"� -- / �`" �, �•�.�....w -- y`" 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
0 AREAS AND AREAS INDICATED FOR CONTRACTOR LAYDOWN STOCKPILE AREAS. IF CLEARING IS REQUIRED FOR
`" ._` `�`• ` CONSTRUCTION
INSTALLATION OF A GIVEN MEASURE, ALL OTHER MEASURES SHOWN SHALL BE INSTALLED FIRST. THE NECESSARY LAND N / ` ] .�..r= /..''�
REQUIRED FOR INSTALLATION OF THE GIVEN MEASURE MAY THEN BE CLEARED. 1 \ "" �,' ,� "" _x
INSTALLATION
�
%..
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. �� "� 1 .' ` y �w ;i .� ^'= .,tea • c �,, 20 ACSA SEWER EASEMENT,
I -� �• DB 1579 -233, PG 236, PLAT
4. ONCE CLEARING AND GRUBBING IS COMPLETE, TOPSOIL SHALL BE STRIPPED AND STOCKPILED ONSITE IN A LOCATION �'''� =..,�_ -
DESIGNATED BY THE OWNER OR ENGINEER. THE STOCKPILE SHALL HAVE A PERIMETER SILT FENCE INSTALLED AS DIRECTED BY 1 �J- .��Vr'{°�'�•
THE ENGINEER AND SHALL BE SEEDED WITH TEMPORARY SEEDING MEASURES. THE EROSION CONTROL AND SEEDING MEASURES
FOR THE STOCKPILE AREA SHALL BE MAINTAINED FOR THE DURATION OF CONSTRUCTION ACTIVITIES.
.�"y f ✓9 ° 7
5. EARTHWORK EXCAVATION FOR THE PUMP STATION CAN BEGIN ONCE TOPSOIL HAS BEEN REMOVED AND STOCKPILED. RWSA R ERMANENT 2020
ACCESS�EASEMENT
6. ALL PIPE WORK SHALL BE INSTALLED IN ACCORDANCE WITH STANDARD CONSTRUCTION TECHNIQUES. ONLY THE LENGTH OF j'
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 �� �, \ COLLIE
TT• M. THACH,
ENTERING. TRENCH SHALL BE BACKFILLED AT END OF EACH DAYS WORK AND DISTURBED AREA SEEDED WITH TEMPORARY, 1 TRUST E'OF THE COLLETS' -�
SEEDING MEASURES IF APPROPRIATE. .M THACH TRUST
1 ° TM 78-21B
7. EXCAVATION DEWATERING FLOWS SHALL PASS THROUGH SEDIMENT FILTERING DEVICE BEFORE DISCHARGE.
` r
8. STORM DRAINAGE INLETS AND OUTLETS SHALL BE PROTECTED WITH APPROPRIATE EROSION CONTROL MEASURES AS SHOWN ON P' RMANENT 28' CITY(OF
PLANS AT ALL TIMES. TEMPORARY SEDIMENT TRAPS MAY BE REMOVED AS APPROVED BY THE ENGINEER ONCE AREAS HAVE CHARLOTTESVILLE SEWER 2`
- BEEN STABILIZED. EA ° EMENT, DB 342 197; PG 20 PLAT 8 i
9. TEMPORARY SEEDING MEASURES SHALL BE EMPLOYED AS SOON AS PRACTICAL IN PORTIONS OF THE SITE WHERE CONSTRUCTION
\ \ \ ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED BUT IN NO CASE MORE THAN )1 DAYS AFTER WORK HAS CEASED \ \ it I
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. ' 1
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 k, 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. CIS CONTOUR HAVE BEEN PROVIDED OUTSIDE THE LIMITS OF THE SURVEYED i i 40 RIVANNA WATER AND SEWERr,�
CORRIDOR AND ARE FOR INFORMATIONAL PROPOSES TO PROVIDE A LARGER EVALUATION OF THE EXISTING TOPOGRAPHY. ' . AUTHORITY, 40 SEWER EASEMENT,
. DB617 =96, ,PG' 98,,r PLAT ,-
13.ONCE CONSTRUCTION ACTIVITIES ARE COMPLETE AND THE STOCKPILE ARE IS NO LONGER NEEDED CONTRACTOR SHALL PROVIDE
PRICE YOUNG L C
PERMANENT SEEDING AS PER SECTION 02910 TO RESTORE PROPERTY TO ITS ORIGINAL CONDITION./, -
J TM 77 -4OP1
14.CONTRACTOR IS RESPONSIBLE FOR PROVIDING SITE SECURITY OF THE STOCKPILE LAYDOWN AREA AT ALL TIMES.
15.GRAVEL ACCESS ROAD SHALL NOT BE AVAILABLE TO CONTRACTOR FOR ANY USE DURING CONSTRUCTION. TI\ ' MAINTENANCE TOF PIREUS FOR ,
RO •'SUCH• -AS PATCHING
16.CONTRACTOR SHALL MAINTAIN A CLEAR TRAFFIC LANE ON PIREUS ROW AT ALL TIMES AS DETAILED IN SPECIFICATION 01520 '�
MAINTENANCE OF PLANT OPERATIONS DURING CONSTRUCTION. AT THE CONCLUSION OF CONSTRUCTION ACTIVITIES ON THE NEW - ' i i i �,�' / /� ''� ✓' ,
RIVANNA PUMP STATION, CONTRACTOR SHALL PROVIDE PAVEMENT OVERLAY OF PIREUS ROW. ONCE PROJECT CONSTRUCTION IS ,- j ',• �,� ,,` ,�
COMPLETE CONTRACTOR SHALL PROVIDE A 1.5 PAVEMENT OVERLAY OF PIREUS ROW.' ! `• /
17.CONTRACTOR STOCK PILE / LAYDOWN AREA # 2 WILL COINCIDE WITH THE STOCKPILE / LAYDOWN AREA DELINEATED FOR THE !
DIGESTER JOB AND WILL NOT BE AVAILABLE UNTIL THE EXPECTED COMPLETION DATE OF JANUARY, 1 2015. HOWEVER, RWSA J / !� / ) ` BW200 -1
CANNOT CONTROL THE ACTUAL COMPLETION DATE OF THE DIGESTER JOB. UNTIL FINAL COMPLETION OF THE DIGESTER JOB THE �--
CONTRACTOR SHALL HAVE NO CLAIM TO STOCK PI LE/LAYD OWN AREA # 2. PRIOR TO THE COMPLETION OF THE DIGESTER JOB, J l/ % 9,p�� F, / / �7 �-- ' A,SPHALT PAYMENT,
CONTRACTOR SHALL USE STOCKPILE / LAYDOWN AREA # 1. SEE NOTE 16 r -
EASEMENTS CLEAR OF CONSTRUCTION EQUIPMENT STOCKPILES AND LAYDOWN MATERIALS ? I �O,o•. - ' , %� _ '
18.CONTRACTOR SHALL KEEP ALL SEWER /
AT ALL TIMES. ,�
0 USE BY THE CONTRACTOR UNLESS SPECIFICALLY (J w
19.RWSA 20 PERMANENT ACCESS EASEMENT SHOWN ON SHEET C5 IS NOT FOR
__. ORDERED BY RWSA. / / f
•.... a ... ..._. ..,� qR ,_._.�_ �% f •
p F f�
L 10/v
Oq•
i
MOORES��CREEK WWTP
TM 71-`3386"111,
Rc
n ._ � w 4
r •
XI J
/ 4 s
. !!s
r PROP TY`LINE
f
h.w:.
w
CO
TOPOGRAPHY LEGEND
TS .�.. _...._.p..._ _w- .._....__.�..�..... � R SA PERMANE T 20' • � � �"�" �k � �`�• , -
o 0 �- �"��
-- I ACCESS EASEMENT > 2a '``Mtn SURVEYED CONTOUR
��..�. TS PS..
QQ �G- ' ~`�'' �`•... ,r'' d // CIS CONTOUR
.. (D
k __ 4 4- _- . r ✓,,� \ LEGEND
SOIL BORING
TES , -PS DC
' SILT FENCE
q �
ttw�
d. _ CO TRACTOR -� �., ., . .4 �' ,,- sF
�'' ''
% �..w
�M� � -`� S�0 KPIILE LAY�OW � � -� -� � � sFw - � - � ,�-- -r �: -�-�•t � � � � � �, .
.w
`, .,- .•-.- . " e ,,, LIMITS OF DISTURBANCE
µ_
.- �•..a.._w.�._.- _._... � "" ' `r • � � � -- EXISTING GRAVEL°
SEE- -�NO-' °~ 1� r r --' A CESS ROAD, ,
A" TS PS � --�- � / �/" r, � ,�.. � � � TIRE WASH RACK
SEE NOTE 15
�.�yt CE GRAVEL CONSTRUCTION ENTRANCE
0
-� _-"
V, � X67
CONTRACTOR STOCK P I LE/LAYDOWN
.M
_.... T� PSG DC
O
= � SILT FENCE WITH f '
/ WIRE SUPPORT 1 ' ASPHALT PAVEMENT
027005 /
20 10 0 20'
�u- LIMIT RB P 1 =20'-01
S • F DI TU ANCE •'TY _
,��...s, m Yom.. -_
J Y ,- .....- ..wa...- ...a..w.. .. ,....+.- ..........,.- ....�...� ✓ ! as � -4��
T
-
I 7
• - r . MATCHLINE SEE DRAWING C6 �,,�
/
:.J
T
DESIGNED BTE HAZENAND SAWYER RIVANNA WATER & SEWER AUTHORITY THE SCALE BAR DATE SEPTEMBER 2013
r � l� SHOWN BELOW H & S JOB
BTE NEW RIVANNA PUMP STATION 31037 -042
DRAWN �� Environmental Engineers & Scientists CHARLOTTESVILLE VIRGINIA MEASURES ONE NUMBER
BRIAN YANCEY 4011 WestChase Boulevard, Suite 500 Raleigh, North Carolina 27607 INCH LONG ON
CHECKED PORTER CIVIL CONTRACT DRAWING
THE ORIGINAL NUMBER NUMBER
4 CONFORMED JAN 2014 BYP NEW RIVANNA PUMP STATI O N DRAWING.
z YP � Lic. No.041975 �
3 ADDENDUM 3 DEC 2013 BT PROJ.ENGR, W JENNY
2 ADDENDUM 1 OCT 2013 JRC ��� �/�"'�" ��' Jr ENGINEERING CONTRACTOR STAGING AREA C5
It
1 BIDDING SEPT 2013 RLT SSIONAL �� RIVANNA INTERCEPTOR TUNNEL
NO. ISSUED FOR DATE BY APPROVED
1
3 70.�
-�- GAS STORAGE
SPHERE
TEMPORARY GRAVEL ACCESS/ l
ROAD, SEE NOTE 8 A�
0251004
el i
�✓ DC
6..
`�" ��`"�• "��� TEMPORARY CONSTRUCTION
ENTRANCE, TYP
Li
e
` ".
__...........__ FILTER BUILDING IP r .
_- .... .._.- _.._...351i....._....�.._. '' ,'� PLANT TRAFFIC PATH,
__ ....
_......w...__..........�_.. .._.... �. �.__......-... �._.__._......... .�._..........__�._.__- �.� -,,r' � �.,�. -- SEE NOTE 7
I UV BUILDING ;
a1T.Y .u.._ "`. "`.. "r °n" .w °.`•,. LIMITS OF DISTURBANCE, TYP
TEMPORARY GRAVEL , - -' DC
ACCESS`-ROAD, SEE r'
NOTE 7
CHANNEL PROTECTION
=--- MATTING, TYP
0227014 ILT2,11
Ay SILT FENCE, TYP
" "° D C 0227000
(DIP
19
0_1
DESIGNED B TE
DRAWN B TE
CHECKED
4 CONFORMED JAN 2014 BYP
r 3 ADDENDUM 3 DEC 2013 BTE PROJ.ENGR. YP
2 ADDENDUM 1 OCT 2013 JRC
1 BIDDING SEPT 2013 RLT
N0. ISSUED FOR DATE BY APPROVED
PS
PS
S TS ,0� (0 ///5
IP
FILTER BACKWASH
WASTE
32
h `
DC
o BRIAN YANCEY
PORTER
,, Lic. No 14 �
o �14
SSI�NAL
INI;IET PROTECTION, TYP
Q227001
IP
URB INLET PROTECTION, TYP
0
SF
FILTEIR
NOTES:
J 1. FOR GENERAL EROSION AND SEDIMENTATION CONTROL NOTES REFER TO SHEET
C5
-w - MATCHLINE SEE DRAWING C5 - 2. CONTRACTOR SHALL MAINTAIN A CLEAR TWO -WAY TRAFFIC LANE FOR THACH
-- - -' -' -- - -�" - PROPERTY TRAFFIC THROUGHOUT THE DURATION OF THE PROJECT AS
/ l h DETAILED IN SPECIFICATION 01520 MAINTENANCE OF PLANT OPERATIONS
jCOLLET, M. TH`ACH, N DURING CONSTRUCTION.
t USTUE OF THEi COLLETT
RWSA PERMANENT 20' MI TJ ACH/IRUST 3. CONTRACTOR SHALL PROVIDE TEMPORARY FENCING IN AREAS WHERE EXISTING
i ACCESS EASEMENT - TM 8-0 B FENCE IS TO BE DEMOLISHED. TEMPORARY FENCING SHALL TIE INTO EXISTING
FPFa t, m FENCING TO PROVIDE A CONSTANT BARRIER AND SITE SECURITY AT ALL
TIMES.
r �
4. 15' RCP CONNECTING CB 2 AND CB 6 SHALL SERVE AS A TEMPORARY
� LIMITS OF DISTURBANCE, FOR ..W_..� BYPASS FO R STO MW TER DURING CONSTRUCTION UNTIL T HE SAND
FILTER IS
MAINTENANCE OF PIREUS ROW / INSTALLED. ONCE THE SAND FILTER IS IN SERVICE, 15' RCP SHALL BE
SUCH AS PATCHING f ABANDONED AND CONNECTING CATCH BASINS SHALL BE PATCHED WITH
CONCRETE.
SF
5. ALL INLETS AND MANHOLES SHALL BE VIRGINIA DEPARTMENT OF
TRANSPORTATION STANDARD INLETS, AS DESIGNATED.
fP.
C
r
6. VDOT IS -1 IS RE Q U IRE D O N ALL DRAINAGE STRUCTURES UNLESS OTHERWISE
NOTED. INVERTS OF INLETS AND MANHOLES SHALL BE SHAPED IN
/ v ACCORDANCE WITH VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARD
,, 4 rCEx w
t IS -1.
' 7. CONTRACTOR SHALL MAINTAIN A MINIMUM 12' TRAVEL LANE FOR PLANT
� � � � � TRAFFIC AT ALL TIMES. TEMPORARY GRAVEL ACCESS ROAD WEST OF THE
E a-
�, ����.. � FILTER BACKWASH WASTE TANK SHALL BE USED FOR RWSA PERSONNEL ONLY.
TEMPORARY TIRE WASH RACK ,_. -�
... FOR MORE INFORMATION REFER TO SPECIFICATION 01520 MAINTENANCE OF
PLANT OPERATIONS DURING CONSTRUCTION.
8. ACCESS ROAD AND GATE SHALL BE FOR RWSA PERSONNEL ONLY.
:w CONTRACTOR SHALL USE CONSTRUCTION ENTRANCE FOR ACCESS TO THE SITE.
FOR MORE INFORMATION REFER TO SPECIFICATION 01520 MAINTENANCE OF
P PLANT OPERATIONS DURING CONSTRUCTION.
" .,..
"
RpPFRTY CINE . " 9. ONCE CONSTRUCTION ACTIVITIES ARE COMPLETE AND STOCK PI LE/LAYD OWN
AREA IS NO LONGER NEEDED, CONTRACTOR SHALL PERMANENT SEED AND
LL GRADE AREA BACK TO ITS ORIGINAL ELEVATION. THERE SHALL BE NO
EXISTING THACH ° °�' ADDITIONAL SOIL LEFT IN THE AREA, ESPECIALLY THE PORTION OF THE
pRpp w �.�* ✓ PROPERTY TRAVEL" LAYDOWN AREA WITHIN THE FLOODWAY.
ERry c�Ne.. zi.. _ \`N LANE, SEE NOTE 2
10. THERE SHALL BE NO STORAGE OF CONSTRUCTION MATERIALS EQUIPMENT OR
STOCKPILE MATERIAL INSIDE THE FLOODPLAIN.
•.r .,...,.w.. "" gym,
LIMITS OF�� �` ' �
_ w '''�, 11. GRAVEL ACCESS ROAD SHALL NOT BE AVAILABLE TO CONTRACTOR FOR ANY
EXCAVATION, TYP -v -- USE DURING CONSTRUCTION.
006
...r.. »... ..:CR ".
TPF
CD
ROCK CHECK DAM, TYP
,CD.: ., 0227003
,.,
d
�J
tj
LIMITS OF THE
TUNNEL WORK
SHAFT PROPOSED PUMP
I, STATION
9
U
�.. 0
n
v
15' RCP @ 0.5%, CB 2 DI -1
SEE NOTE 4 DC /
GRATE: 329.50
INV IN: 326.27 15' N
INV OUT: 326.17 TEMP 15
/ 15" RCp GO
.. 0. D C 5�
EFFLUENT PUMPING_` w _ CB 6 DI -2A /
BUILDING GRATE: 330.24 / < 3
INV IN: 323.02 12' W✓W
IN: 326.14 15° N f TP
Y "f INV OUT: 322 90 15° �SFW
�..$ o
./' �"
MH
9.61
INV IN: 322.36 15 W
IN
D C .. .,,." ..._., .w ... V ._QU T:.-�- 31'8".84 ,1.8.
..-� o
STOCKPILE AREA MAX
VOLUME: 550 CY -
a"� ::,°;xk. _ . •, ,.,w,.._— .u�.'"� L.� w........w.n...... .. y w.r �,s.� ^ "' ° °r Y�,.v, w '"`"'^ua.,,
MZEN AND SAWYER
Environmental Engineers & Scientists
4011 WestChase Boulevard, Suite 500 Raleigh, North Carolina 27607
JENNY
JVV ENGINEERING
RIVANNA WATER &SEWER AUTHORITY
CHARLOTTESVILLE, VIRGINIA
NEW RIVANNA PUMP STATION
RIVANNA INTERCEPTOR TUNNEL
SEE NOTE 10
TREE PROTECTION
FENCE, TYP
/ 0227033R t
LIMITS OF DISTURBANCE, TYP
�• SILT FENCE WITH
WIRE SUPPORT E, sibN CONTROL LE
0227005
SF SILT FENCE
f�, r
D SILT FENCE W/ WIRE SUPPORT
TREE PROTECTION FENCE
-- ''��''�� �,,t,- �,,.��� }rte .•� ,,.�y'' � CD ROCK CHECK DAM
INLET SEDIMENT CONTROL
✓ �' ' LIMITS OF DISTURBANCE
' ••• LIMITS OF EXCAVATION
f CE GRAVEL CONSTRUCTION
ENTRANCE
' TS TEMPORARY SEEDING
PS PERMANENT SEEDING
DUST CONTROL
20 10 0 20
1 O,
,4 loft
NEW RIVANNA PUMP STATION THE SCALE BAR DATE SEPTEMBER 2013
SHOWN BELOW H & S JOB 31037 -042
CIVIL MEASURES ONE NUMBER
INCH LONG ON CONTRACT DRAWING
PHASE I THE ORIGINAL NUMBER NUMBER
DRAWING.
EROSION CONTROL & DRAINAGE PLAN C6
GAS STORAGE w. �' + NOTES:
SPHERE
„����.w `� h... - •`.._,_ � O ' 1. CONTRACTOR SHALL MAINTAIN A CLEAR TRAFFIC LANE
LIMITS OF DISTURBANCE, FOR
t , - THROUGHOUT THE DURATION OF THE PROJECT AS DETAILED IN
,r w -. " °° - -�.• w N - - --', v� MAINTENANCE OF PIREUS SPECIFICATION 01520 MAINTENANCE OF PLANT OPERATIONS DURING
...
"s..w�'w��..w,�..�,..... ` �'�• -• .4 "„ :A ..,�, -,�. �x ..� .,..Y,�.,.,,.�. ROW SUCH S PATCHING
CONSTRUCTION
2c
2. CONTRACTOR SHALL PROVIDE LOCKED GATE AT CONSTRUCTION
N
RWSA PERMANENT 20 ENTRANCE. GATE TO BE LOCKED DURING ALL OFF WORK HOURS.
e r ACCESS EASEMENT
ACC EASE
/ f 3 DS OF THE
facer =w, GUARDRAIL SHALL CONFORM TO THE DESIGN STANDARDS
, �� - -�- �- •-- •-- �-- y,,,�__.�� - "-� - - �LL-------------- -°• - VDOT ROAD AND BRIDGE SPECIFICATION SECTION 221.
4. ROCK CHECK DAM IS A TEMPORARY EROSION CONTROL MEASURE.
ELECTRICAL UTILITY, AS WITH ALL OTHER EROSION CONTROL MEASURES, CONTRACTOR
- ..,�,w�....�....�..�,�..,� TPF SEE SHEET E3
�. .,__..«_,_ 4,•• �_.�.�._�,.,�..« �,,._„ ,- .__..__�.._- _,_,.,..,..�._, _. �......_ ,..w.,.- ._,_,.,�..�..�W,. -�.w -. .�. .____ -� a� �.� � �.. � .._.�.,,- �.«,_,,.�,.., .• SHALL REMOVE ROCK CHECK DAM AT THE CONCLUSION OF
CONSTRUCTION ACTIVITIES, FOLLOWING COMPLETE STABILIZATION OF
f�
TEMPORARY GRAVEL, SITE, PER SPECIFICATION 02276.
l�
,,� ..� �.� __,.w.... ,,,,_... -•-'°' I ACC OA
u.v,",,,, -. a" v:, x..". ws.. aruw• v:..w,-.•. w.: W.• .w.w.:,...::v.,w.„.u.•- : >.a^as. .v....,,..v...r ...,,:.w..w ,,, ......::...........�,w..° .- :v,.._. • .....- „.... , ..- «,.,_-- ......,- ..,-- «_. «.,,, ,.„,.., • 4
ACCESS ROAD �
• a/ /
u... x• , ".,. i I
'-�" � -- ••�`r�- �`��• :” "r...a�.m,.��...�...�: ..•- -� � � 5. GRAVEL ACCESS ROAD SHALL NOT BE AVAILABLE TO CONTRACTOR
FOR ANY USE DURING CONSTRUCTION.
�.m
PROPOSED FENCE AND �
GATE, TYP
f
,,.,,_- „..., «„- +.......,....._,., ....,..w°„",P,,...- .. -°".� v ma+vue un .w.eev „wvm� -w aw•wmsu
CE
TP w
r'l u., ` .. w•m : EXISTING THACH PROPERTY r ”'
TRAVEL LANE, SEE NOTE 2 /
. txxaw- .ss,.w..�1....w.�.u..+. -,ww,. ..�.ur.,ww..�...,i,«..,.o..... ., :". """ ....++,.,..*.,,....,...:�..... - ,..:,..:.W,- ........,/ ft•' �
%f PROPOSED FENCE
j-1 �t. � `� 0 44400
„
TEMPORARY TIRE WASH RACK
Y •
.��' ,•-'' "�` _ ` ,.. � `�\, �``;... �, � CURB AND GUTTER, TYP
2" w.� r' "`
� w,.•�. � � 0242000
TEMPORARY CONSTRUCTION
«,
11Z ENTRANCE, TYP SEE NOTE 2
,-�
aster
µ
ELECTRICAL UTILITY
057701 � °�� �,��: �.•,
FILTER BUILDING
_..
.. .W,.__._...,.�.._- _.........w._ �.-- �,.- IP SEE SHEET E3
-
H...
ELETRICAL MANHOLE,
...,.._;.t� PRO PERTY LINE
SEE SHEET E3 PROPOSED N� ��
�f
BOLLARD, TYP ,�, " #•`�• �.w, \� `` .,
1'
r� UV BUILDING w ROCK CHECK DAM, TYP
CV
y GUARDRAIL, _
SEE NOTE 3 y
��
„^ 0227003
�BO LARD, TYP OF 8 � • 3.75
E�451 00
P (x—,, s .40..E \,
INLET PROTECTION, TYP 0 CD
r �a,.•w.,r -.�� .x�.,:.:..w.,.:�. Q227001 N
m
. x x PROPOSED TRANSFORMER "- "`�``� �v�a �.
,✓'� • 7 (� ELETRICAL MANHOLE, u o ��0'" D,
J,-, ,,
CONCRETE RETAINING
CURB AND GUTTER, TYP -- • --
0242000 SEE SHEET E3 _ M x oo•
,_ WALL, SEE SHEET S95 ,L
..... 41 w . ,. ..... ,w �.:.. - CURB INLET PROTECTION TYP
�
—�
LIMITS OF DISTURBANCE, TYP SEE SHEET S95
--'` / 0 PROPOSED GENERATOR IP
SIDEWALK, TYP
ter''' _ �1
TEMPORARY GRAVEL ,- PROPOSED SIDEWALK TYP `° TRENCH DRAIN, SEE SHEET C9
ACCESS ROAD° / —
PROPOSED PUMF 9 ELETRICAL MANHOLE, 4 �
SEE SHEET E3 -
1 O �
-_.- S N
T 0
--
- E SFIEETN TYP 2 /• �
GUARDRAIL, °`� IP � SE ��
SEE NOTE 3 •
.,....
( - ,
l
x 00 00�
A ` .......... . FILTER BACKWASH ' PS
CURB AND GUTTER, TYP � ` FILTER ;BACKWASH 332 I �
0 WASTE A E a / BOLLARD, TYP OF 4
TO
SILT FENCE, TYP \ / 02`5100
0227000 � '
PROPOSED STORM
IP ELETRICAL MANHOLE, NETWORK, SEE SHEET C9 PROPOSED FENCE AND GATE I
SEE SHEET E3
{j \\
CURB AND GUTTER, TYP / CURB AND GUTTER, TYP
v.. 1
8
,.
-�- 42000
PS A
o
'VW` °`" °`� "�w.��:,.� \ �`•�`- �---- —��� � ,, , PROPOSED SAND FILTER,_----,"
mw I
..
x�.�... • • , ..�. -,� SEE EE -
�.v
" .00x SHEET C10
*. � "" � ,..EROSION CONTROL LEGEND
u. ELETRICAL MANHOLE, 1 0 �._. \ .. IPs
SEE SHEET E3
IP /
s✓ i ✓'y
N
SF N
} ✓�✓'f "��r'"' -- °° .- SILT FENCE
u ....�.wuW,,.... r EFFLUENT PUMPING O
A
SILT FENCE /WIRE SUPPORT
BUILDING � ~�..w.•x., , -� ,�--° ° �.:-�d �•, .�.�"
�• /• „,.�
LL
o�, �.,� ,_.....- ._......�.��..,. ... - • -�.... TPF
_0
N *
F TREE PROTECTION FENCE
”
. ...,.v.. «....T- ...........«., .,,.
o w
�� -� sFw ,� � SITE LEGEND
" TPF
ROCK CHECK DAM
CD
�— /
/ ,,• ASPHALT PAVEMENT
°.,x\ ® INLET SEDIMENT CONTROL
' '` �' -•T'"' -TF TEMPORARY GRAVEL DRIVE
��,. •--' ELETRICAL MANHOLE, ° ° ° ` LIMITS OF DISTURBANCE
- - y _�M a
' IP °�. SEE SHEET E3 ", __..,_...,. Al
` LIMITS OF EXCAVATION
PROPOSED SIDEWALK
W—
•
r
- mot.......,..-. _,- ,..,..,«,,....,,,. «,.. ✓, °,,.
l'
GRAVEL CONSTRUCTION ENTRANCE
.2- r
Mi
1
PROPOSED MANHOLE
c
'" ` .- .s_......,.,, «._ «n._ ...- - -_ , -` _ ■ PROPOSED CATCH BASIN
.l.
�-- AT
J
n Ri
4 DESIGNED BTE 1 ENAND ASR RIVANNA WATER &SEWER AUTHORITY NEW RIVANNA PUMP STATION THE SCALE BAR DATE SEPTEMBER 2013
r 1� SHOWN BELOW H & S JOB
BTE 31037 -042
DRAWN o BRIAN YANCEY Environmental Engineers &Scientists CHARLOTTESVILLE, VIRGINIA CIVIL MEASURES ONE NUMBER
CHECKED PORTER 4011 WestChase Boulevard, Suite 500 Raleigh, North Carolina 27607 INCH LONG ON CONTRACT DRAWING
4 CONFORMED JAN 2014 BYP THE ORIGINAL NUMBER NUMBER
r 3 ADDENDUM 3 DEC 2013 BTE PROJ.ENGR. YP Lic. No.041975 JENNY NEW RIVANNA PUMP STATION PHASE II DRAWING.
2 ADDENDUM 1 OCT 2013 JRC �� .Z' �� �v ENGINEERING C7
N0. I BIDDDINF R SEPT 2013 BYT APPROVED SSI0 NAL ��� RIVANNA INTERCEPTOR TUNNEL FINAL SITE PLAN
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
- --�`
,.
r,✓
�,.
/
-- -
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 Dy
28
3894327.18
11495037.25
SAND FILTER
29
3894326.80
11495102.25
SAND FILTER
30
3894354.14
11495125.50
EOP�
CURB AND GUTTER, TYP
y� 0 °"�' 0242000
'
FILTER BUILDING
CURB AND GUTTER, TYP
O
ELETRICAL MANHOLE,
' SEE SHEET E3
ELETRICAL MANHOLE,
SEE SHEET E3
- N!
_....w...._r_r....r..,. PAVEMENT,
JUNCTION, TYP
�`�•� 0251301 �� ' . • . ' •' . .
_ ..... PROPOSED ASPHALT
_ ...._._.._..._ `'` PAVEMENT, TYP
y
0251000
i
X\N
w
a
�m
Q DESIGNED
BTE
DRAWN BTE
CHECKED
z 3 CONFORMED JAN 2014 BYE_] PROJ.ENGR. YP
�jj 2 1 ADDENDUM 1 1 OCT 2013 I JRC 1
�51 1 1 BIDDING I SEPT 20131 RLT
:�j NO. I ISSUED FOR DATE BY APPROVED
Me
336
332....
FILTER BACKWASH
WASTE
o BRIAN YANCEY
PORTER
� Lic. No.041975
SSI�NAL
I
GAS STORAGE
SPHERE
/>
PROPOSED GATE, TYP
PAVEMENT
JUNCTION, TYP
0251301
PROPOSED ASPHALT PAVEMENT
ELETRICAL MANHOLE,
SEE SHEET E3
UV BUILDING
FILTE
ELETRICAL MANHOLE,
SEE SHEET E3 -�
PROPOSED 4' SIDEWALK, TYP
PROPOSED CROSSWALK, REFER
TO VDOT ROAD AND BRIDGE
SPECIFICATION SECTION 704
CURB AND GUTTER, TYP
ROOF DOWNSPOUTS,
SEE SHEET C9
i�
i
ip
;
16
i
PROPOSED TREELINE;`TYP --
' Y
TEMIORARY GRAVEL
ACC 1 S ROAD
• fir' t
�µ
--- ---%-' ..% 336 '� '. • .' 41
J
(40 36
23
28
EFFLUENT PUMPING
BUILDIING ---'
mow. .�: • / / .
i
f
T
ELETRICAL MANHOLE,
i • i- SEE SHEET E3�
t
i
rvM
PROPOSED FENCE
!0244400'
CURB AND GUTTER
02420/00" °
26 37
_ 12
7
3.75 _
o X 3 40 11
4 C4 6
38
Mimi
o._v
all
PEEWEE wga
® III. I,■■■■■���III.
91,
3J
32'
17
18
A
19 8
ffiZEN 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
JEC.. ENGINEERING
RIVANNA INTERCEPTOR TUNNEL
I
`PROPOSED TRANSFORMER,
10' X 10' CONCRETE PAD: 334.00
4V�
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.
EDP
EXIsrIN� PR ..w ........''.
.�w OPER
rY C/N
y
PROPOSED GENERATOR
{ PAD: 332.50,
0 1
x ROOF DOWNSPOUTS, SEE SHEET C9
Q�P�
8, o °° ,
ELETRICAL MANHOLE 100
SEE SHEET E3 /
PROPOSED 4' SIDEWALK, TYP
��HVAC UNIT, TYP OF 2.-j
I/. SEE SHEET H72
14 "
CLEAN OUT, TYP OF 2
154 ?400
PROPOSED GATE, TYP
0244400
9
PROPOSED SAND FILTER,,------ -
SEE SHEET C10
SITE LEGEND
CURB AND GUTTER, TYP
.- .»� s .r''r � ,.-• ter.`' p,,,»w' Y,,.• ,,..
02,42000 , . °�-� - - ASPHALT PAVEMENT
X / PROPOSED TREELINE, TYP TEMPORARY GRAVEL DRIVE
PROPOSED SIDEWALK
PROPOSED MANHOLE
°° / ' `'` E.. ■ PROPOSED CATCH BASIN
w . eUFFFR 1 20 10 0 20'
. w,a
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
DRAWING.
PAVING, GRADING & STAKING PLAN 1 C8
GALVANIZED STEEL GRATE ALONG THE ENTIRE LENGTH AT AN ELEVATION OF EXISTING 18" FES",
331.70. PROVIDE A GRATE LOCKING /LIFT TOOL IF NECESSARY.
1 NETWORK 1
335
1330
NETWORK 1, EXISTING 18"
FES TO SAND FILTER
125 Y.F 18 "~ RCP YY
335
330
EXISTING 12" CI �.._CB SG� 5 RCP
1 GRATE:329'S:., o ...�..
3 / EXISTING 1 ��
1 +09 ,r
CB 6 DI -2A 1a INV IN: 326.27 1N���/
Ig
GRATE: 330.24 INY OUT: 326.17 I `°
INV IN: 323.02 12" W
L.. ,.�70 . LE_ 15 RCP. ,-'
INV OUT: 322.90 1511 _---- °m� 335
1 +0 0 EX H
RIM: 332.9 4 ..
NETWORK 2, �.�
SAND FILTER TO CB -3 INV IN: f328.76 27.52 15 E,
INV IN: 15" N
CB 3 DI -2B INV 0U 327.42 15°
NETWORK 4 L1
GRATE: 332.70 37 LF 15° RCP
J
MH A TO CB -6 N INV OUT: 327.70 5�� 1 +49•,,� ROOF DOWNSPOUTS TO
R DRAIN TO 6" PVC TYP , o
OF 2 SEE NOTE 4
0
J _j
rn
0
CD
O
0 +00
MH ) 25 CF j8�
R�M 329.61
INV IN •° ,,318.94 18 N
INV IN: q2706 15" W
INV \OUT: ,318 84 18"
0260101
2,9.80
31`.32 1 �. W
21\111 15 NE
326.00 6" N,°
: 3.19.07 18"
+ao. y 330
e
331.85 A7 t
CB 4 DI -2A
GRATE: 333.00 R M: 33¢' 24,,-,
INV OUT: 328.75 " 3 +00 "
�51 LF 15" RCP. ININti 28.4 15 .W.. �'-
INV qh ,32 .39 15,
PROPOSED SAND FILTER, 06 029101
SEE SHEET C10 PROPOSED PUMP , � 325
STATION NETWORK 3,
336 CB -1 TO CB -4y
TRENCH DRAIN a
GRATE 331.70,
6" PVC DRAIN,-SEE NOTE 8
SEE NOTE 6 ='
331.83 X 32.0 332.0 J f . ..�
ROOF DOWNSPOUTS TO 32. ox «1
320
DRAIN TO 6 PVC TYP CONCRETE RETAINING �` -.
OF 2 SEE NOTE 3 "`"
�t +57 2 +00 WALL, SEE SHEET S95
331 5 4 GENERATOR }
�0 +0o PAD: 332.5'
A78 1.83 334 /CB 5 DI -2A
X x GRAT: 333.50
w INV IV: 327.98 1511 W .� .....
INV LOUT: 327.25 15°
SEE NOTE 7
CLEAN OUT TYP OF 2 15A2400 315
1 +00 ..
J x
ti
LF 15° RCP w ` ,w.
6" PVC DRAIN,r`'g x 28F 15° RCP
RIM: 331.761 SEE NOTE 6 M D
,,
INV IN: 32.65 15° N RI� : 332.00 yW 310
INV OUT: 323.55 15" IN IN: 336.7Q15" W
w _._..._... _ V IN: 38.Q .: 8 SSW
PLAN ' INV IN: 28.0,0 6" SW 308
INV OUT 32,6.60 15
1 " -- 20' `
NETWORK 4
EXISTING GRADE, TYP
109 LF 15" RCP ® 0.50%
U U
00
00 T N
d o
d c000 `. �Nrn
C CA n oo Q^ , N O N
NM r7 N Opto�co6 N
CG � -
>» mew»
UNOZZ
PROPOSED 36" FM
c� ion C
N M
335
330
325
320
315
310
308
325 ��.,:.�.w...�� ..�� �v���. :�� ..w,�...�.,�w������r��,.��.��,� . . �w..�., °.�. .; �� .� ._..�,... �... �� .�.�..,�..�.:��.:�x�.�..�.w,... 325
-0 +50 0 +00 1 +00 1 +50
EXISTING GRADE, TYP
PROPOSED GRADE, TYP
NETWORK 3
6 LF 37 LF
EXISTING GRADE TYP 330..... .....� . =x „y 5 RCP:. 330
' 15" RCP ...�.� �
5 LF ® 0.61 % 0.49% �
o_ w
> C:
18 RCP � � W. � � �
r�.u. W.
�_
320 C��::50 %� ..� .w=R . 320 1.6 % '� °° o 0 o c°o PROPOSED
___.- _
42 LF 70 LF 15" RCP Ln O T 00 0 ,`�`�' °' 0 6 006 ood ,N GRADE, TYP
SAND FILTER OUTFACE 1 RCP x 335 ¢ r7 ,`= cy rn_ co N"CN,� `,�N� Cj X. .. a . .:.v .u�:�. 335
INV OUT: 319.36 6' °' CO 0 M +
4.35% Non cvN"' �nN'"' 0r -n-zz0 Lo M 17 1- F-
+
�.-�Z Z ZO Von K0 Ana :2 F- wZ Z»
m < > > > > > > 325 a--m-
w � 325
C) 0 . a
UNOZZZZ EXISTING
CL W W.
o_ c�
G
ao TO SAND FILTER In In LO LO N I �,
ADE TYP ....,u.
'n cfl INV IN: 324.36 M N (�. c O r III " W
315 . � .: . ....�� �� ..4�.� sa��ti h ��. � �r (n 315 .
v ON OO U� 0)0)u7 CdN m �CjN u.
I� a0 N
d O N
^ 00 �
� O
� � 00
Q
U N N rn
I
ca d-
�-- u
`; � N °' N N �' ;r, �' z + � .. _ o � 330 . .::.. ,.... .. ..,,..w...w.. . _ .. 33
. .. + .. 0
Ocp - r� r7 r?~ -� ern- ZO ri �F--0
�ZZZD
N 00o�� x�__ m r¢-w> ��
p r¢Q > > >> u7"'NN wcn�zzz vcnc�? 65 LF 15 RCP ®0.64%
Q 0~ D! Z z z Z CN o M 6 PVC DRAIN 51 LF
320 �..n ��...�. r..� +. M.� E .:.�.���.�b.rw�px�n 320
° o L;j z 0 15" RCP
Z C N ¢ a -0 @ 0.50
0 V) CD q
6" PVC DRAIN p aS °
u P 28 LF
310 ��,W.:.���,E� �::.u�w��,.� . .�..:�.�:�...�;.�...��.w::�.�.� 310
.�'° �`�' oo in 15 RC
d F
15 RCP
2
N � co
ao 0.
�. �, � � 3 2 5 �����.n .. t� ������...s� ®2. o o% �. r���� �..�. � .� b.�.���.�n. ,:....��� �� .�..x.�. �x���x� 325
to CD 00
N pj I� F-
Q± M Z Z 0 �� /° _ .-. to
N LOIL .. •---
> > > 315 .: ._._.__ �,.�. � � �, �:.:...k:, _ . �_. 315 ,� a Rye � o
- LF 5 N LC) ���C aoON
s 61 ^ 0 ° rn n `rj � ro N C) to
Q
N rn rj + Z +
:3 `� a n N V ° O o a 305 305
18" RCP LO 0 O cn o! Z ? C) n 0
a ..
320 �. -.�� ..� �� ���. .�. ...� ��� 320
N
PROPOSED 36" FM
0
w 310:. ,. r,. r.,.� .:zu, .�,a. , , .�...a�w�.FAA ...�� ,��-� 310
r EXISTING 18 FES,
318 318
INV OUT: 302.59
300 300 308 308 M N ° ° � M
fE rr j r�j rr j M M
' 037 N O LO
n u7 O O
O N
-0 +50 0 +00 1+00 2 +00 3 +00 3 +50
W
w -0 +50 0 +00 1 +00 2 +00 -0 +50 0 +00 1 +00 2 +00
m
T
DESIGNED BTE ffiZENMD SAWYER RIVANNA WATER & SEWER AUTHORITY THE SCALE BAR DATE SEPTEMBER 2013
1� SHOWN BELOW H & S JOB
DRAWN BTE �� Environmental Engineers & Scientists CHARLOTTESVILLE VIRGINIA NEW RIVANNA PUMP STATION MEASURES ONE NUMBER 31037 -042
o BRIAN YANCEY 4011 WestChase Boulevard, Suite 500 Raleigh, North Carolina 27607 '
CHECKED PORTER CIVIL INCH LONG ON CONTRACT DRAWING
THE ORIGINAL NUMBER NUMBER
NEW RIVANNA PUMP STATION DRAWING.
3 CONFORMED JAN 2014 BYP PROJ.ENGR. YP � Lie. No.041975 �,W� JENNY STORM DRAIN AND PROFILES
2 ADDENDUM 1 OCT 2013 JRC o�� �� �� ENGINEERING C9
W Li
ISSUED OR SEPDAT013 BYT APPROVED SSI�NAL ��� RIVANNA INTERCEPTOR TUNNEL
NOTES:
1
ALL INLETS AND MANHOLES SHALL BE VIRGINIA DEPARTMENT OF
TRANSPORTATION STANDARD INLETS, AS DESIGNATED.
t
2.
VDOT IS -1 IS REQUIRED ON ALL DRAINAGE STRUCTURES UNLESS OTHERWISE
NOTED. INVERTS OF INLETS AND MANHOLES SHALL BE SHAPED IN
S
ACCORDANCE WITH VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARD
IS -1.
3.
DOWNSPOUTS ON EASTERN SIDE OF PUMP STATION SHALL INLET INTO
PROPOSED CB 1 AT ELEVATION 326.00. DRAIN LINE SHALL BE 6" PVC,
SCHEDULE 80, AND SHALL HAVE A MINIMUM SLOPE OF 0.5 %.
4.
DOWNSPOUTS ON WESTERN SIDE OF PUMP STATION SHALL INLET INTO
PROPOSED CB 3 AT ELEVATION 328.00 AND MH D AT ELEVATION 328.00.
DRAIN LINE SHALL BE 6" PVC, SCHEDULE 80, AND SHALL HAVE A MINIMUM
SLOPE OF 0.5 %.
5.
ACTUAL SITE CONDITIONS MAY VARY FROM CONTRACT DRAWINGS AND
EXISTING /PROPOSED PIPES MAY NOT BE REPRESENTED ENTIRELY.
THEREFORE, PRIOR TO BEGINNING ANY EXCAVATION WORK, THE CONTRACTOR
SHALL DETERMINE IF ANY CONFLICTS OR INTERFERENCES BETWEEN EXISTING
AND NEW UTILITIES EXIST. IF A CONFLICT EXISTS, THE CONTRACTOR SHALL
BRING IT TO THE ATTENTION OF THE ENGINEER TO DETERMINE HOW TO
MODIFY THE DESIGN, IF NECESSARY.
6.
DRAIN PIPE SHALL BE 6" PVC, SCHEDULE 80, AND HAVE A MINIMUM SLOPE
OF 0.5 %.
7.
CONTRACTOR SHALL MAKE SURE THAT CB 5 IS IN THE LOW POINT OF THE
PROPOSED ASPHALT ROAD.
8.
TRENCH DRAIN SHALL BE MEADRAIN SERIES U1000 MANUFACTURED BY
MEA -JOSAM POLYDRAIN SERIES 420 MANUFACTURED BY ABT INC. OR
0 +00
n /
EQUAL. TRENCH DRAIN SHALL HAVE A CONTINUOUSLY SLOPING BOTTOM
WITH A MINIMUM SLOPE OF 0.5 %. PROVIDE AN END CAP FOR THE WEST END
OF TRENCH DRAIN, AN END CAP DISCHARGE FOR EAST END, AND A MESH
GALVANIZED STEEL GRATE ALONG THE ENTIRE LENGTH AT AN ELEVATION OF EXISTING 18" FES",
331.70. PROVIDE A GRATE LOCKING /LIFT TOOL IF NECESSARY.
1 NETWORK 1
335
1330
NETWORK 1, EXISTING 18"
FES TO SAND FILTER
125 Y.F 18 "~ RCP YY
335
330
EXISTING 12" CI �.._CB SG� 5 RCP
1 GRATE:329'S:., o ...�..
3 / EXISTING 1 ��
1 +09 ,r
CB 6 DI -2A 1a INV IN: 326.27 1N���/
Ig
GRATE: 330.24 INY OUT: 326.17 I `°
INV IN: 323.02 12" W
L.. ,.�70 . LE_ 15 RCP. ,-'
INV OUT: 322.90 1511 _---- °m� 335
1 +0 0 EX H
RIM: 332.9 4 ..
NETWORK 2, �.�
SAND FILTER TO CB -3 INV IN: f328.76 27.52 15 E,
INV IN: 15" N
CB 3 DI -2B INV 0U 327.42 15°
NETWORK 4 L1
GRATE: 332.70 37 LF 15° RCP
J
MH A TO CB -6 N INV OUT: 327.70 5�� 1 +49•,,� ROOF DOWNSPOUTS TO
R DRAIN TO 6" PVC TYP , o
OF 2 SEE NOTE 4
0
J _j
rn
0
CD
O
0 +00
MH ) 25 CF j8�
R�M 329.61
INV IN •° ,,318.94 18 N
INV IN: q2706 15" W
INV \OUT: ,318 84 18"
0260101
2,9.80
31`.32 1 �. W
21\111 15 NE
326.00 6" N,°
: 3.19.07 18"
+ao. y 330
e
331.85 A7 t
CB 4 DI -2A
GRATE: 333.00 R M: 33¢' 24,,-,
INV OUT: 328.75 " 3 +00 "
�51 LF 15" RCP. ININti 28.4 15 .W.. �'-
INV qh ,32 .39 15,
PROPOSED SAND FILTER, 06 029101
SEE SHEET C10 PROPOSED PUMP , � 325
STATION NETWORK 3,
336 CB -1 TO CB -4y
TRENCH DRAIN a
GRATE 331.70,
6" PVC DRAIN,-SEE NOTE 8
SEE NOTE 6 ='
331.83 X 32.0 332.0 J f . ..�
ROOF DOWNSPOUTS TO 32. ox «1
320
DRAIN TO 6 PVC TYP CONCRETE RETAINING �` -.
OF 2 SEE NOTE 3 "`"
�t +57 2 +00 WALL, SEE SHEET S95
331 5 4 GENERATOR }
�0 +0o PAD: 332.5'
A78 1.83 334 /CB 5 DI -2A
X x GRAT: 333.50
w INV IV: 327.98 1511 W .� .....
INV LOUT: 327.25 15°
SEE NOTE 7
CLEAN OUT TYP OF 2 15A2400 315
1 +00 ..
J x
ti
LF 15° RCP w ` ,w.
6" PVC DRAIN,r`'g x 28F 15° RCP
RIM: 331.761 SEE NOTE 6 M D
,,
INV IN: 32.65 15° N RI� : 332.00 yW 310
INV OUT: 323.55 15" IN IN: 336.7Q15" W
w _._..._... _ V IN: 38.Q .: 8 SSW
PLAN ' INV IN: 28.0,0 6" SW 308
INV OUT 32,6.60 15
1 " -- 20' `
NETWORK 4
EXISTING GRADE, TYP
109 LF 15" RCP ® 0.50%
U U
00
00 T N
d o
d c000 `. �Nrn
C CA n oo Q^ , N O N
NM r7 N Opto�co6 N
CG � -
>» mew»
UNOZZ
PROPOSED 36" FM
c� ion C
N M
335
330
325
320
315
310
308
325 ��.,:.�.w...�� ..�� �v���. :�� ..w,�...�.,�w������r��,.��.��,� . . �w..�., °.�. .; �� .� ._..�,... �... �� .�.�..,�..�.:��.:�x�.�..�.w,... 325
-0 +50 0 +00 1 +00 1 +50
EXISTING GRADE, TYP
PROPOSED GRADE, TYP
NETWORK 3
6 LF 37 LF
EXISTING GRADE TYP 330..... .....� . =x „y 5 RCP:. 330
' 15" RCP ...�.� �
5 LF ® 0.61 % 0.49% �
o_ w
> C:
18 RCP � � W. � � �
r�.u. W.
�_
320 C��::50 %� ..� .w=R . 320 1.6 % '� °° o 0 o c°o PROPOSED
___.- _
42 LF 70 LF 15" RCP Ln O T 00 0 ,`�`�' °' 0 6 006 ood ,N GRADE, TYP
SAND FILTER OUTFACE 1 RCP x 335 ¢ r7 ,`= cy rn_ co N"CN,� `,�N� Cj X. .. a . .:.v .u�:�. 335
INV OUT: 319.36 6' °' CO 0 M +
4.35% Non cvN"' �nN'"' 0r -n-zz0 Lo M 17 1- F-
+
�.-�Z Z ZO Von K0 Ana :2 F- wZ Z»
m < > > > > > > 325 a--m-
w � 325
C) 0 . a
UNOZZZZ EXISTING
CL W W.
o_ c�
G
ao TO SAND FILTER In In LO LO N I �,
ADE TYP ....,u.
'n cfl INV IN: 324.36 M N (�. c O r III " W
315 . � .: . ....�� �� ..4�.� sa��ti h ��. � �r (n 315 .
v ON OO U� 0)0)u7 CdN m �CjN u.
I� a0 N
d O N
^ 00 �
� O
� � 00
Q
U N N rn
I
ca d-
�-- u
`; � N °' N N �' ;r, �' z + � .. _ o � 330 . .::.. ,.... .. ..,,..w...w.. . _ .. 33
. .. + .. 0
Ocp - r� r7 r?~ -� ern- ZO ri �F--0
�ZZZD
N 00o�� x�__ m r¢-w> ��
p r¢Q > > >> u7"'NN wcn�zzz vcnc�? 65 LF 15 RCP ®0.64%
Q 0~ D! Z z z Z CN o M 6 PVC DRAIN 51 LF
320 �..n ��...�. r..� +. M.� E .:.�.���.�b.rw�px�n 320
° o L;j z 0 15" RCP
Z C N ¢ a -0 @ 0.50
0 V) CD q
6" PVC DRAIN p aS °
u P 28 LF
310 ��,W.:.���,E� �::.u�w��,.� . .�..:�.�:�...�;.�...��.w::�.�.� 310
.�'° �`�' oo in 15 RC
d F
15 RCP
2
N � co
ao 0.
�. �, � � 3 2 5 �����.n .. t� ������...s� ®2. o o% �. r���� �..�. � .� b.�.���.�n. ,:....��� �� .�..x.�. �x���x� 325
to CD 00
N pj I� F-
Q± M Z Z 0 �� /° _ .-. to
N LOIL .. •---
> > > 315 .: ._._.__ �,.�. � � �, �:.:...k:, _ . �_. 315 ,� a Rye � o
- LF 5 N LC) ���C aoON
s 61 ^ 0 ° rn n `rj � ro N C) to
Q
N rn rj + Z +
:3 `� a n N V ° O o a 305 305
18" RCP LO 0 O cn o! Z ? C) n 0
a ..
320 �. -.�� ..� �� ���. .�. ...� ��� 320
N
PROPOSED 36" FM
0
w 310:. ,. r,. r.,.� .:zu, .�,a. , , .�...a�w�.FAA ...�� ,��-� 310
r EXISTING 18 FES,
318 318
INV OUT: 302.59
300 300 308 308 M N ° ° � M
fE rr j r�j rr j M M
' 037 N O LO
n u7 O O
O N
-0 +50 0 +00 1+00 2 +00 3 +00 3 +50
W
w -0 +50 0 +00 1 +00 2 +00 -0 +50 0 +00 1 +00 2 +00
m
T
DESIGNED BTE ffiZENMD SAWYER RIVANNA WATER & SEWER AUTHORITY THE SCALE BAR DATE SEPTEMBER 2013
1� SHOWN BELOW H & S JOB
DRAWN BTE �� Environmental Engineers & Scientists CHARLOTTESVILLE VIRGINIA NEW RIVANNA PUMP STATION MEASURES ONE NUMBER 31037 -042
o BRIAN YANCEY 4011 WestChase Boulevard, Suite 500 Raleigh, North Carolina 27607 '
CHECKED PORTER CIVIL INCH LONG ON CONTRACT DRAWING
THE ORIGINAL NUMBER NUMBER
NEW RIVANNA PUMP STATION DRAWING.
3 CONFORMED JAN 2014 BYP PROJ.ENGR. YP � Lie. No.041975 �,W� JENNY STORM DRAIN AND PROFILES
2 ADDENDUM 1 OCT 2013 JRC o�� �� �� ENGINEERING C9
W Li
ISSUED OR SEPDAT013 BYT APPROVED SSI�NAL ��� RIVANNA INTERCEPTOR TUNNEL
CB 2(D I1 0 +0
I GRATE: 329.50
INV IN: 326.27 15' N
INV OUT: 326.17 15°
I
..�� INV IN: 324.36
I . I 42 LF 15° RCP
I �
I, a
_ - - - -, 0 (330.00>1<,D
I yyy3 `O INV IN: 319.36 CB 1 Dl-2A
GRATE: 329.80
- - - -�
0 IN�0IN: 319.3215 W
1 +09 6 LF 15° RCP a INV IN: 321.11 15" NE
CB 6 DI -2A ''� ct.
aINV IN: 326.00 6" N
GRATE: 330.24 1`= F 15„ RCP INV OUT: 319.07 18
INV IN: 323.02 12 W -�--�_
INV OUT: 322.90 15 "
-� M H A
RIM: 329.61°
INV IN: 318.94 18 N k
INV IN: 322.36 15
0 +00 INV OUT: 318.8418°
4' ACCESS MANHOLE,
TYP OF 2
APPROXIMATE
ELEV. = 331.50'
15' RCP INV
IN = 324.36'
ACCESS STEP
3
C10
BAFFLE WALL B
�I
a
N
DC UNDERGROUND SAND FILTER
PLAN VIEW
DETAIL 1
1" =101 C10
64' 04' ACCESS HATCH
63'
------------------------------- - n--------- - -- -------------- -Ir - -�
I II II II I
I II II I
II II I
II II f
II II II
II u n
II n n I
II II II I
II II n I
------------------------------ JL- ll ----------------------------- IL - -j
27.5'
29.5 3�
2 MIN
33.17'
PLAN VIEW
6" OVERFLOW OPENING
�,
I
I O II II I
U�
L--- - - - - -- --- - - -JL- I
BAFFLE WALLA L BAFFLE WALL B
0
U7
4
BAFFLE WALL A
DESIGNED BTE
DRAWN BTE
CHECKED
IfPROJ.ENGR. YP
APPROVED
SECTION A -A
BAFFLE WALL B
c�
z
z
w
o n-
0
x3�:
0
CD L.J
�
n
DEWATERING
DRAIN, SEE NOTE
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
BAFFLE WALL C TYP SAND FILTER
SECTION
DC UNDERGROUND SAND FILTER
DETAIL 2
NTS C10
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
o BRIAN YANCEY
PORTER
"d� Lie. No.041975
Z4�14 �1,�w
SI0 AL's
NO. 6 GALVANIZED STEEL STEP
'A
wear
H
A h
°C 41! a"
%s" R
TYPICAL SECTION
(DIMENSIONS MAY VARY WITH
MANUFACTURER'S DESIGN)
#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)
CORROSION RESISTANT
MATERIAL
# 4 REINFORCING ROD
L SECTION
MINIMUM OF 3" EMBEDMENT
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 4' /z" 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 4f2" FROM THE FACE OF THE SUPPORT.
STEPS 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 8221, 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
JCV% 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 Y 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
THE ORIGINAL NUMBER NUMBER
TO
► kQ
1 C10
Y 3
CONFORMED
JAN 2014
BYP
2
ADDENDUM 1
OCT 2013
JRC
1
BIDDING
SEPT 2013
RLT
N0.
ISSUED FOR
DATE
BY
DESIGNED BTE
DRAWN BTE
CHECKED
IfPROJ.ENGR. YP
APPROVED
SECTION A -A
BAFFLE WALL B
c�
z
z
w
o n-
0
x3�:
0
CD L.J
�
n
DEWATERING
DRAIN, SEE NOTE
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
BAFFLE WALL C TYP SAND FILTER
SECTION
DC UNDERGROUND SAND FILTER
DETAIL 2
NTS C10
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
o BRIAN YANCEY
PORTER
"d� Lie. No.041975
Z4�14 �1,�w
SI0 AL's
NO. 6 GALVANIZED STEEL STEP
'A
wear
H
A h
°C 41! a"
%s" R
TYPICAL SECTION
(DIMENSIONS MAY VARY WITH
MANUFACTURER'S DESIGN)
#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)
CORROSION RESISTANT
MATERIAL
# 4 REINFORCING ROD
L SECTION
MINIMUM OF 3" EMBEDMENT
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 4' /z" 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 4f2" FROM THE FACE OF THE SUPPORT.
STEPS 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 8221, 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
JCV% 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 Y 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
THE ORIGINAL NUMBER NUMBER
TO
► kQ
1 C10
�, ,, � ., -- "." � .. � �.....�._ �...... _ w ._ ... ,.•� ,. �.� .�. �. �. �, � ... -- -- ... 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
"
0 " µ ° `` SAMPLE LOCATIONS A MINIMUM OF 25' FROM THE OUTER PERIMETER OF THE
VAS OF VIRGINIA INC
+ + + + �'�'�.,,,,,'`` W ° A4
'0F ., w..., -F''rJ O . t.w __..� `1 SURFACE AND A MINIMUM OF SAMPLES INCHES AND COLLECTED BETWEEN THE
12 GROUND OW
�. TM 77 -40J '\ .w o � �£
h `�"`�.,,, . GROUND SURFACE AND OBTAINED USING A DECONTAMINATED STAINLESS STEEL
+ X``�.,,� " _...... PROPERLY
DECONTAMINATED BETWEEN SAMPLING LOCATIONS. THE ,�4•� � + �`� + SPOON OR STAINLESS STEEL AUGER THE SPOON OR AUGER SHALL BE P
S REMOVED FROM EACH
SAMPLING LOCATION WILL BE PLACED IN A DECONTAMINATED STAINLESS STEEL OR
+ _v GL A SS BOWL AND MIXED THOROUGHLY TO OBTAIN A HOMOGENOUS SAMPLE PRIOR
`�- `� ` + ` �h '< ` ° ` "u _.,
TO PLACEMENT IN THE SAMPLING CONTAINERS. THE SOIL WILL BE ANALYZED FOR
+
��-- +\ y + + "" =' - -_.... _ PETROLEUM CONSTITUENTS USING ANALYTICAL METHOD OA1 FOR GASOLINE RANGE
+ + �µ" ORGANICS AND OA2 FOR DIESEL RANGE ORGANICS. UPON RECEIPT, THE
0 +
+ ANALYTICAL RESULTS FROM THE LABORATORY WILL BE PROVIDED TO THE ENGINEER
PS C
�-� /
FOR REVIEW.
`\ 4pp1'`�� + + + ,
M. "..
STOCKPILE VOLUME: `' � �` + + + PROPOSED FENCE, TYP " °h..., 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE PROPERTY DURING
1,720 CY - �� '� � / + + + + 'f "` ° " °. CONSTRUCTION AND SHALL NOT BLOCK THE EXISTING GATES OR ROADWAY WITH
'k + ` ., 0244400 ANY CONSTRUCTION MATERIALS OR EQUIPMENT DURING THE USE OF THE PROPERTY.
+ � \ 1J + + + x ✓- CONTRACTOR SHALL KEEP THE PROPERTY OWNER'S GATE LOCKED WHEN
/ + -y-�. + + t ` "- REQUESTED.
+ + + + + + + + �1 + + + + �`j� SILT FENCE, TYP '
+ -F a + / ! 5. UPON COMPLETION OF CONSTRUCTION ACTIVES, CONTRACTOR SHALL GRADE AREA
o t . ••" '� + + + + + \�+ S + + + + x. 0227L)00 TO ITS PRE CONSTRUCTION CONDITION. ALL REMAINING STONE AND DEBRIS SHALL
+ C- TRACTOR
�d + + �- + + } BE REMOVED USING A HARLEY RAKE OR EQUAL WITHIN THE TOP 12 INCHES OF
.m" • + + + +T,OCK�PI�E� /1�AY ®OWN + + + + Et SOIL. STAGING AREA SHALL BE PERMANENTLY SEEDED AS DETAILED IN
+ + + + + + + + SPECIFICATION 02910, FINAL GRADING AND LANDSCAPING.
+ + + + +ARIA, # Z + + + + +
+ 1 % —"° 6. CONTRACTOR TO RESTORE GRAVEL DRIVEWAY TO ITS ORIGINAL CONDITION AT THE
END OF CONSTRUCTION.
l + + + + + + + `+ + + 4 f i d # 7. CONTRACTOR SHALL PROVIDE A 1.5 MILL AND PAVEMENT OVERLAY AT THE END OF
% + + CONSTRUCTION. CONTRACTOR SHALL ALSO PROVIDE FULL DEPTH ASPHALT
P + + + + + + a +� + REPLACEMENT PER DETAIL 0251000 TO ANY AREAS DEEMED NECESSARY BY THE
i t � + 4 + + + + + + + + + +11 + + ENGINEER /PROPERTY OWNER.
k + + + + + + +,' (a
] � X + + T O U �C ANTEC PARTNERSHIP TM 77-40E
2 .� + + + ' ) CONSTRUCTION ENTRANCE TYP
f / v a � +t.d J
1
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A / 4A BROADWAY LLC RIVANNA ASSOCIATES INC / ,l PROPOSED FENCE AND
M ".._ �°'
TM 77 -401 TM 77 -40H _....., _....._W °.• GATE, TYP
u J / EXISTING GRAVEL
PAVEMENT, SEE NOTE 6
xx_._
AND ` RSEN EDWARD A & ERIC T
q Jc�
h f TM 77 -40E1
.w.
1 !
PAVEMENT,
SEW OE
LIMITS OF DISTURBANCE, TYP
9 LEGEND
u.� W
"
SILT FENCE
LIMITS OF DISTURBANCE
e 1 Zi
r'c CE GRAVEL CONSTRUCTION
ENTRANCE
TS TEMPORARY SEEDING
} O PERMANENT SEEDING
Ld
DUST CONTROL
Ln �ay�
ASPHALT PAVEMENT
Z . �
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•
30 15 0 30'
T
DESIGNED BTE
ffiZENAND SAWYER RIVANNA WATER & SEWER AUTHORITY THE SCALE BAR DATE 20,3
r 1� SHOWN BELOW H & S JOB
DRAWN BTE �� Environmental Engineers & Scientists CHARLOTTESVILLE VIRGINIA NEW RIVANNA PUMP STATION MEASURES ONE NUMBER 31037 -042
BRIAN YANCEY 4011 WestChase Boulevard Suite 500 Raleigh, North Carolina 27607 INCH LONG ON
CHECKED PORTER CIVIL THE ORIGINAL CONTRACT DRAWING
NUMBER NUMBER
z 3 CONFORMED JAN 2014 BYP PROJ.ENGR. YP Lic. No.041975 JENNY NEW RIVANNA PUMP STATION DRAWING.
2 ADDENDUM 3 DEC 2013 BTE o��� ���' ENGINEERING CONTRACTOR STAGING AREA 1 C11
W NO. ADDUEDU OR OCT DAT013 JBY APPROVED SS70 L ��� RIVANNA INTERCEPTOR TUNNEL
0
PUMP
RIVANNA
STATION
-6
+AW1 00
Ewe
390
370
360
350
340
330
320
310
12
300
290
1 280
275
<
3
2
r*1 I � '
Row
Ll '2+ 0 0
BW100
. i ...
PROPOSED
PROPEK-1" INE
<
PRICE YOUNG LLC
TMP 77-40P1
+ 0 0\
66��
60 INCH RIVANNA INTERCEPTOR
Number
Radius
Length
Start Northing
Start Easting
End Northing
End Easting
Ll
298.00
3894470.77
11495098.38
3894764.98
11495145.78
C1
600
168,24
3894764.98
11495145.78
3894925.18
11495195.33
L2
--------
563.14
3894925.18
11495195.33
3895434.65
11495435.26
C2
600
33.78
3895434.65
11495435.26
3895464.79
11495450.51
L3
70.05
3895464.79
11495450,51
3895526.39
11495483.88
C3
600
63.68
3895526.39
11495483.88
3895583.88
11495511.18
L4
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SA
35.49
3895583.88
11495511.18
3895616.71
11495524.69
C4
600
281.23
3895616.71
11495524.69
3895842.74
11495687.66
L5
157.54
3895842.74
11495687.66
3895945.64
-
11495806.95
-RWSA 20' PERMANENT
ACCESS EASEMENT
COLLETT M. THACH. TRUSTEE OF THE
SOIL BORING, TYP COLLETT M. THACH TRUST N
TM 78-21B
SEE NOTE 2
10 1
C1
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iar. 1%
'C EXISTING GENERATOR AND
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1 11=301
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GEORGEANN WILCOX
TM 78-21H
--o
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0-0-
0
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NOTES:
1. LOCATION AND ELEVATIONS OF ALL SURFACE
FEATURES AND EXISTING PIPE CROSSINGS ARE SHOWN
AS APPROXIMATE.
2. FOR MORE INFORMATION ON SOIL BORINGS IN THIS
AREA REFER TO SPECIFICATION SECTION 00999
GEOTECHNICAL BASELINE REPORT AND APPENDICES A
AND B OF THE CONTRACT DOCUMENTS.
LOCATION OF AIR RELEASE
VALVE TO BE DEMOLISHED.
SEE SHEET C4
, I
ZZ -,
- ---------
g3
0+00 1+00
DESIGNED BTE
BTE,n
DRAWN
CHECKED
CONFORMED JAN 2014 BY fy
P PROJ.ENGR.
ADDENDUM 1 OCT 2013 JRC-
BIDDING SEPT 2013 RLT
2+00
3+00
d� BRIAN YANCEY
PORTER
Lic. No.041975
417
400 5+00
PROFILE
HORZ: V=30'; VERT: V=10'
ffiZEN AND SAWYER
Environmental Engineers & Scientists
4011 WestChase Boulevard, Suite 500 Raleigh, North Carolina 27607
JENNY
ENGINEERING
6+00
RIVANNA WATER & SEWER AUTHORITY
CHARLOTTESVILLE, VIRGINIA
NEW RIVANNA PUMP STATION
RIVANNA INTERCEPTOR TUNNEL
1
7+00 8�00
NEW RIVANNA PUMP STATION
CIVIL
TUNNEL PLAN AND PROFILE
PROPERTY OWNER TABLE
-M
--------
DEED BOOK
COLLETT M.
THACH
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DESIGNED BTE
BTE,n
DRAWN
CHECKED
CONFORMED JAN 2014 BY fy
P PROJ.ENGR.
ADDENDUM 1 OCT 2013 JRC-
BIDDING SEPT 2013 RLT
2+00
3+00
d� BRIAN YANCEY
PORTER
Lic. No.041975
417
400 5+00
PROFILE
HORZ: V=30'; VERT: V=10'
ffiZEN AND SAWYER
Environmental Engineers & Scientists
4011 WestChase Boulevard, Suite 500 Raleigh, North Carolina 27607
JENNY
ENGINEERING
6+00
RIVANNA WATER & SEWER AUTHORITY
CHARLOTTESVILLE, VIRGINIA
NEW RIVANNA PUMP STATION
RIVANNA INTERCEPTOR TUNNEL
1
7+00 8�00
NEW RIVANNA PUMP STATION
CIVIL
TUNNEL PLAN AND PROFILE
PROPERTY OWNER TABLE
OWNER
TAX MAP
DEED BOOK
COLLETT M.
THACH
TM 78-21B
D13 3790-451 DB
403-592 PLAT
PROPOSED
SEWER EASEMENT
30 15 0 30,
11=30'-Ol
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.
C30
LOCATION OF AIR RELEASE
VALVE TO BE DEMOLISHED,
SEE SHEET C4
/J BW100 -3
..
SYLVESTER LAWRENC E HE.. R NG JR.
& WARREN LEE HERRING
r r,
r ,
- PROPOSED 30'
SUBTERRANEAN EASEMENT
- -Z I
BW100 L ,
TM r ✓./ r
EXISTING 8" FM
°� rr
C
w w
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V) to r �°
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r
r > r
a
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DESIGNED BTE
Y
DRAWN BTE
4 CONFORMED JAN 2014 BYP CHECKED
3 ADDENDUM 3 DEC 2013 BTE PROJ.ENGR. YP
2 ADDENDUM 1 OCT 2013 JRC
1 BIDDING SEPT 2013 RLT
N0. ISSUED FOR DATE BY APPROVED
...C�h� - / BW100 5%.�
t�Tj SOIL BORING, TYP j
SEE NOTE 1
Tye <<F, r
LUCY SYDNER COCKE JONATHAN H. & ROBYN J. FINK
TM 78 -21A TM 55A -149
10-+00
11-+ 00
o~ BRIAN YANCEY '4�-
PORTER
Lic. No.041975 W
SIGNAL
PROPOSED SEWER
EASEMENT INSIDE 40'
R/W 1
BW200 -3...h .�
vim. � � , � - ' ' as t.1. ^-°.�".. �.... M,:.....w.....,.,...«......yW �...........:...�....,,. .......�r..,.w.c„r --
T-
AW100 -1�
PROPOSED 40' SEWER
EASEMENT
DIMITRA A. COSTAN
& BEVERLY L. CATLIN EXISTING 8° SS
TM 55A -148
PLAN
1 II =301
12 +00 PROFILE 13 +00
HORZ: 1"=30'; VERT: V=10'
ffiZENA.ND SAWYER
Environmental Engineers & Scientists
4011 WestChase Boulevard, Suite 500 Raleigh, North Carolina 27607
J30JENNY
ENGINEERING
14 +00
BW200 -4
SS
AW100 -3 ` >..
AW200 -6/ �
AW200 -1 \ �r4-1
r
B + '
r X BW200 -5
16y,
EXCAVATION SUPPORT `
10' DIA MANHOLE `
5' DIA MANHOLE
Lx
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
3895616.71
11495524.69
3895842.74
11495687.66
L9
157.54
3895842.74
11495687.66
3895945.64
11495806.95
15+00
ti®
RIVANNA WATER &SEWER AUTHORITY
CHARLOTTESVILLE, VIRGINIA
NEW RIVANNA PUMP STATION
RIVANNA INTERCEPTOR TUNNEL
UP
16 +00
1
NOTES:
1. FOR MORE INFORMATION ON SOIL BORINGS IN THIS
' AREA REFER TO SPECIFICATION SECTION 00999
GEOTECHNICAL BASELINE REPORT AND APPENDICES A
AND B OF THE CONTRACT DOCUMENTS.
2. AS PER CSX TRANSPORTATION DESIGN AND
CONSTRUCTION STANDARD SPECIFICATIONS, STEEL
. LINER PLATES SHALL BE INSTALLED ALONG THE
PORTION OF THE PIPE'S INSTALLATION WITHIN THE
RAILROAD'S THEORETICAL EMBANKMENT LINE. LIMITS
SHOWN FROM STATION 8 +33 TO STATION 11 +23
,. REPRESENT THE ENTIRETY OF THE RAILROAD'S
THEORETICAL EMBANKMENT LINE. FOR CONSTRUCTION
INFORMATION ON TUNNELING INSTALLA 10 U D
T N N ER
__. THE CSX RAILROAD RIGHT -OF -WA
Y REFER TO THE
,3Y
`�•_ RAILROAD ENCROACHMENT AGREEMENTS UNDER
SECTION 00950 - SPECIAL PROVISIONS.
3. LOCATION AND ELEVATIONS OF ALL SURFACE
FEATURES AND EXISTING PIPE CROSSINGS ARE
°N SHOWN AS APPROXIMATE.
<
4. THE WIDTH OF THE CSX RIGHT OF WAY IS 80 FEET
w..._. % AND THE RIGHT OF WAY IS CENTERED ON THE
RAILROAD TRACKS.
BW100 -6
oil-
N�1 +
BW100 -7 w
390
it
370
360
350
340
330
320
310
owe
290
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
PROPOSED -
SEWER EASEMENT
u 280
30 15 0 30'
275 1'= 3o' -o'
16 +75
THE SCALE BAR DATE SEPTEMBER 2013
NEW RIVANNA PUMP STATION
CIVIL
TUNNEL PLAN AND PROFILE
SHOWN BELOW H & S JOB 31037 -042
MEASURES ONE NUMBER
INCH LONG ON CONTRACT DRAWING
THE ORIGINAL NUMBER NUMBER
DRAWING.
1 C31
u)
0
3
°w
m
m
ul
N
N
a
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
\/
4
3. STAPLE FILTER MATERIAL TO STAKES 4. BACKFILL AND COMPACT
AND EXTEND IT INTO THE TRENCH. THE EXCAVATED SOIL.
A
i 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
Al 3' X5:1
12' MIN.k
VDOT #1
COURSE AGGREGATE
* MUST EXTEND FULL WIDTH
OF INGRESS AND EGRESS
OPERATION
6" MIN.' A
ELEVATION
70' MIN
WASHRACK
(OPTIONAL)
B I-- POSITIVE DRAINAGE
TO SEDIMENT
TRAPPING DEVICE
PLAN VIEW
19' MIN.
10'
MIN
MOUNTABLE BERM
(OPTIONAL)
10' MIN.
EXISTING
PAVEMENT-
10' MIN.
' "' "' ''`v"' SECTION "A -A'
REII.,
SECTION "B —B-
0257701
vi�nnv ai n��
DESIGNED BTE
DRAWN BTE
CHECKED
PROJ.ENGR. BYP
2 ADDENDUM 1 OCT 2013 JRC
1 BIDDING SEPT 2013 RLT
NO. ISSUED FOR DATE BY APPROVED
XREFs= 31037 -42 i8, 0227000, 0227001, 0227002, 0227005, 0243300,0257701,0245000,0244400
BLOCK AND GRAVEL DROP INLET iP
SEDIMENT FILTER
WIRE SCREEN
---------
GRAVEL* FILTEI\
""'RETE BLOCK
PERSPECTIVE VIEW
WIRE SCREEN
FILTERED WATER
OVERFLOW
RUNOFF WATER —
WITH SEDIMENT
\>d
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 -
r N
M
i o
i� I
10
FINISH
GRADE
TYP CORNER
POST
U CONCRETE
co 16'
b' BRIAN YANCEY
IPI
PORTER
Lic. No.041975 WP�
sIONAL E�
BLOCK & GRAVEL CURB INLET IP
CURB INLET
SEDIMENT FILTER
—�
WIRE SCREEN
V 1
11177
PERSPECTIVE VIEW
RUNOFF WATER OVERFLOW
WITH SEDIMENT
SEDIMENT —'
WIRE SCREEN
2' x 4" WOOD STUD
ELEVATION
SPECIAL APPLICATION
An_
CONCRETE BLOCK
GRAVEL FILTER
FILTERED WATER
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 #3, #357 OR #5 COARSE AGGREGATE
0227002
10' -
7 GAUGE
TENSION
WIRE
TRUSS ROD
TYP LINE
POST
I I
u CONCRETE
M 12'
CORNER /LINE
JGG IVV IG L
THIS DETAIL
TOP RAIL
i
L
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.
f
FLOW — VIII' IIII'�
4"
3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE
THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL.
INTO THE TRENCH. ..
r
�II
FLOW G
EXTENSION OF FABRIC AND
WIRE INTO THE TRENCH.
FILTER FABRIC
AS SHOWN ON SITE PLANS
ROADWAY GATE OPENING
SEE NOTE 1, THIS DETAIL
� mmill
mil mi-11-1
um
4' -0'
PERSONNEL
TOP RAIL GATE
BOTTOM
RAIL--\
3d
PIPE OUTLET CONDITIONS
A A
FILTER CLOTH '
KEY IN 6' -9 RECOMMENDED
FOR ENTIRE PERIMETER
SECTION A -A
0243300
PIPE OUTLET TO FLAT
AREA WITH NO DEFINED
CHANNEL
III
*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
III
*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
TYPICAL CONCRETE WALKWAY
0245000
BRACE i \����� \���i i i;�\���\������ i x��i\� /,.
-TRUSS ROD ii II i
BOTTOM RAIL u u u
-TYP GATE POST
-CONCRETE
co CONCRETE
TYP GATE POST
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.
MZEN 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
ENGINEERING
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
112E \�►91�[t�
a.
a.
cV
s
N
N
Q
Ln0
w
0
m
m
o
a
0
W
m
CN
CD
N
a
0
t
w
o a
N
0
i
�r
SLOPE TOP FOR
POSITIVE WATER RUNOFF
6'0 SCH 40 STEEL PIPE
FILLED WITH CONCRETE
AND PAINTED PER SPECS
w
o �
� N
PAVEMENT N
SLOPE TOP FOR
POSITIVE WATER RUNOFF
610 SCH 40 STEEL PIPE
FILLED WITH CONCRETE
AND PAINTED PER SPECS
EDGE OF CONC SLAB OR
(ARIES 1 4' -03
VARIES - SEE SITE PLAN
EQUAL EQUAL
SLOPE AT 1/4:12 SLOPE AT 1/4:12
� 2' ASPHALT I
4' -0'
CUT BACK EXIST
SURFACE COURSE
6' MIN FROM
BASE SLOPE
EXIST SURFACE
COURSE
TACK COAT -,
NEWiASPHALT PAVEMENT
V
SEE 0251000
CUT BACK EXIST BASE
COURSE 12' MIN
ASPHALT SURFACE
COURSE, 2' MIN
TACK COAT
ASPHALT BASE
FCOURSE, 3.5' MIN
CONCRETE PAD
SEE 0264005 -
THREADED
COUPLING
f STEM WALL CUT SECTION " " \ / /� \' /�" ' '�' /� /� \ /� \/�
° FILL SECTION 45' ELBOW
a
? 2 LAYERS . 1 /2' JOINT FILLER MATL NOTE: 8' AGGREGATE BASE COURSE
30# FELT '. THE 1' ASPHALT CONCRETE SURFACE COURSE AND THE
PAPER CLASS 'B' CONCRETE TACK COAT SHALL NOT BE PLACED UNTIL THIS CONTRACT COMPACTED SUB -GRADE
ENCASEMENT AND THE ELECTRICAL CONTRACT IS COMPLETE AND HAS
CLASS 'B' CONCRETE TOF BEEN APPROVED BY THE ENGINEER. NOTE:
ENCASEMENT V, 1/2' JOINT FILLER MATL AND INVERTAELE ATION
z w SEE CONTRACT DRAWINGS
o lid 8'0 SCH 40 STEEL PIPE TYPICAL ROADWAY SECTION
4. �. SLEEVE, PAINT PER AGGREGATE BASE COURSE
SPECS, SECTION 9A
0251000 EXIST BASE COURSE
6' 6' NOTE: UNLESS OTHERWISE NOTED X�i 6' CLEANOUT RISER
ALL BOLLARDS SHALL BE TYPE 1 1542400
TYPICAL PAVEMENT JUNCTION
BOLLARD TYPE 1 BOLLARD TYPE 2
0251301
0245100
BACK OF CURB
12' 2' -6'
FINISHED GRADE MIN 6'
CONCRETE CURB
AND GUTTER
U 3' R 1 1/2'
COTT, ,
00
. 0
%� U %0
0 0.
CURB AND GUTTER
0242000
ASPHALT
PAVEMENT -
SLOPE
ROCK CHECK DAM CD
2 ACRES OR LESS OF DRAINAGE AREA:
IR"
3'
FILTER CLOTH
(OPTIONAL) -
VDOT #1
CO' - -- •-- - - -• --
FL(
(DOWNSTREAM VIEW)
VDOT #1
COARSE AGGREGATE
FLOW --
1 1 1 l
(DOWNSTREAM VIEW)
3'
CLASS I RIPRAP
0227003
DESIGNED BTE
DRAWN BTE
CHECKED
PROJ.ENGR. BYP
2 ADDENDUM 1 OCT 2013 JRC
1 BIDDING SEPT 2013 RLT
NO. ISSUED FOR DATE BY APPROVED
XREFs= 31037 -42 i13,0245100,0251000 — Medium Duty, 0251301,1542400,0242000,monroe wash rack,0227033R,0227003
� /
/ PROVIDE DRAINAGE AWAY
PRESSURIZED WATER SOURCE
FROM THE WASH RACK TO A
CONTINGENT UPON WATER SEDIMENT - TRAPPING DEVICE.
.� 1 // MAIN INSTALLATION) ��
/ O
/ QJ
A0j /
Y
KEEP A BROOM AND SHOVEL CLOSE
TO THE RACK TO CLEAN THE STREET.
A
/
/ WASH RACK
A'
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.
o BRIAN YANCEY
PORTER
Lic. No.041975
SIGNAL ��
BE TAKEN (GRADING, DIVERSIONS, ONE S1
ETC.) TO PREVENT RUNOFF FLOWING
INTO THE STREET. i 11■ U,AC
FOUNDATION OF 8' COMPACTED
CRUSH AND RUN STONE
GEOTEXTILE FABRIC'
TIRE WASH RACK
DETAIL
NTS D2
ffiZEN AND SAWYER
Environmental Engineers & Scientists
4011 WestChase Boulevard, Suite 500 Raleigh, North Carolina 27607
I'� JENNY
VV ENGINEERING
SECTION A —A'
EXISTING TREE
METAL 'T " POST
OR WOODEN 2X4
FENCING FABRIC ORANGE MIRASAFE
4.2"
gc:D CD [:DD
EXISTING
GRADE
10' MAX SPACING
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
a
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
11:L\491914
l 111
LUMINAIRE SCHEDULE
Fixture Type
Quantity
Catalog #
Lumen Output
LLF
HL5
2
SMST 150MH MT 13K PM
14000
1.0
HW5
11
H710 70M MA WFL LPI 13K
7000
1.0
HW6
4
H710 150M MA WFL LPI BK
16000
1.0
0
2 ADDENDUM 1 OCT 2013 1 JRC
1 BIDDING SEPT 20131 RL
NO. ISSUED FOR DATE BY
DESIGNED
his
DRAWN -
Jis
CHECKED
_J
PROJ.ENGR.
RLT
APPROVED
1572 WET LOCATION
E-]
UV BUILDING
FILTER BACKWASH
STORAGE
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El 0.1
r+ + + + + t + + + + + + I +
0, 0.0 0. 0 0.0 0.1 0.: 0.5 �5 1.2 1.9 2A 1.6 2.2 6-7 2 HW6 HW6 17 2.6 6 +0.2 -1 +0,1 11 +0,(, +0.,) '0-0 +0_9
I HW5 HW5 X
+ + + + + + + + + +
c I
'6
0.0 0.0 00 o'o 0.1 0.0 0-0 13 '3. 0. 1 0.1 0.1 0.1 .0 0�0 0.0 0.11 0.0
+ + + + + I o' "I
+ + + + + + + + + +
l , u o
0.0 111) 0 ) f 11 0.0 0 1 HW5 HW5 NEW WALL MOUNTED HW5 00 0-1 TI -0 0.0 U.0 9.0 0.0
+ + . . . + + +�l + + + + + + +
0-0 0.0 Qu 0.0 0.0 0 0-0 0�0 0.0 0.0 LIGHT FIXTURE, TYP. �o 5 011 0.0 .0 0.0 0.0 0.0 0.0
+ + . . . + + + + + + + + + +0.0 +0�0 +0.0 +0.0
0.0 0.0 00 0�0 0,0 0 0.0 0.0 0,0 0,0 0. 22 5 5.8 rl 5 0,� 21 0,1 0�0
0.5
+ D'o +0,9 +0�0 +0,0 +0.0 'o 0.0 0,0 + 0.0 + 0.0 + 3.: +1 , 1 /,0.4 0.1 + 0.1 + oo +�<o +O,o +00 +0.0 +oo
+ + + + + + + + + + +, ♦ + + + + + +
0,0 0,0 0.0 0�0 oo 0 0,0 0.0 0.0 0.0 0.1 0.1 0.0 0,0 .0 0.0 0.0 0 0 0.6
+ + + + +
00 0.0 oo 0.0 0 1, + 0.0 +oo +Q.o +0.0 +0X 0.' 0.1 0.1 0.0 '00 +G.o + o +0.0 +o,o +0.0 +0.0
+ 0.0 +0.0 +0,0 +C J +0.0 +0.0 +0,0 +0.0 0.1., 0.0 0,0 0.0 +00 + �o +0.0 +0.0 +u.o +0.0
0.0 0.0 0.0 1 0.0 0.0 13,0 0,0 OX HW5 ^0 0.0 0.1 0.0 F.4) 0.0 0.0 0,0 0.1)
X
+ + + + + + + + + + + + + + + i 0,0 0.0 1 0.0 0.0 0,0 U.0 o.r RIVANNA PUMP /E 7.6 0.5 0,2 0.0 00 M 0.0 0.0 To r.0
# 0.0 +0.0 +1 o +0.0 +0.0 'o.0 +0,0 +OX STATION +11; 5.6 13.5 0,2 + OA +0.0 'o '0.0 +0.0 + 0 + 0.0
+0.4 +0.0 0 + 0.0 + 0.0 + 0.0 + 0.0 +O,C + 2: +2.0 03 + .1 +0.0 +0.1) + M +00 +0.0 0.0 +0.0
+0.0 +0.0 .1 to,o +01 + + HW5 HW5 HW5 -0,:, 7, +0.2 +0.1 +0.0 +0.O + 1.0 +0.0 +o,o 0.0 +o,o
+ + + 0.1 0.0 .0 + X + + + + + + + + + + + + + + + + + + + + +I + + + +
0,0 00 .0 0.0 0 0,11 o.. 33 208 10 02 01 0.6 2 T 1 6+4 '14 0.3 0 1 0.6 2.1 6 1.4 03 01 0.0 0,0 ;;<a 0.0 0,0 oo 0,0
0.0 9 0 Ai 0.0 0.0 0.1 U.6 2.0 4.0 4.2 2,2 d 0.2 '?.1 1.6 3.6 4A 2.6 1 0.2 0.1 v ti I's 3.3 44 2'6 1 o", OR 00 'o 1 .0 0.0 0") 0,0 U.0
" 11
t + + 0.6 + + + + + 0.5 + + + + 0.5 + + + +
, +0,0 +0.0 +0, '0'1� 0.1 .3 " �.+
0,0 0.0 A 0.1 4 0,11 0.1. O'� 0.1 OA 0.1 0,2 014 4 0.3 0,9 0� 1 0.1 0.2 0.4 0A 0', 0A 0�0 0. 0 00 .0 0.0 0 0.0 0,0
+ + + + + + + 0.1 + t + 0.1 + + + + + + 0.1 + + + +
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+ + + + + + + + + + + + + + + + + + t t t + + + + + +
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PARTIAL SITE PLAN - PHOTOMETRIC,
111 = 201
FIXTURE TYPE HL5.
PRODUCT CUT SHEET
I --
-V,NLTH
GE D
A
6.26535
7 1
01VAL
Fixture Type HW5
IP65* Ai At
16 N4' 6 114
Fixture Type HL5
lk
SOMERSET
KMK ... III. Wild
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U.L. LISTED
SERIES LUMINAIRES
'0
lqg
1572 WET LOCATION
1*---- (4705-11 0711"
0
0
C.S.A. CERTIFIED
0371
YM Y.0 mo.t
MAX WEIGHT: 16kg (36lbs)
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EPA: 1.43 sq. ft. 546rnfn(2
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H710 70M MA WFL LPI BK
_ - - - -_ -_ - - - i- - _--
--Dw
/MOM
LMPTM iOLTAGE DISTRE UTION Q&GNTi G WOW TiNGAEC. TC �Iig6CS OPTIONS T rH
U
EXAMPLE:
LU
H710 150M 120 VFL KIM HSMSA18 BO SF LPI 8K
Accessories
Model iVohage Mounting F_ r��'
203rnm(8.0)
❑ H710 ❑ 120 ❑ KM Knuckle Internal
❑ ISS' Internal Source KI LPI Lamp
❑ 2 8 Mount
0
❑ Hilo ❑ 120 ❑ KM Knuckle rflternh�� Lamp
❑ 208 Mount ❑ ISS, Internal Source M LPI Lamp
Shield Included
❑ 2 -20 XI YM Yoko 11 CFAM 8 Color Filter
❑ 240
Z
2,
Mount Amber
Lamp Type ❑ 277 ❑ CFREU LOW Firter Fusing
LJ 347
S M S T 1 5 0 M H M T B K P M
,IN CAKESCLUNT' ❑ Red
11 12W277 EI CFBLIJ Color Filter OSP Single Fuse
❑ 250Q T4 MC 171 490 Blue ❑ DFI Double Fuse
❑ 30011 T3 RSC
a
SOMERSET LAMP AND WATTAGE VOLTAGE COLOR OPTICAL
❑ 5060 T3 R to 12DV
SC ❑ MB - wired External- 11GEB"Goneric
INH [ Finish
0 SOM E17 Mod to 208V ❑ RD Barn Doors Electronic
SERIES I OOHP = IOOW HPS 12 =120V BZ = BRONZE = CLEAR
1 ❑ MC- wired ❑ GS Glare Shield Ballast 91 BK Black
91 70M E 7 Med.
HCL
I 5AHP = 150W 55V HPS 20=208V 6K = BLACK PM = PRISMATIC
❑ 1100M E17 Mod. ❑ MO - wired Blue
250HP = 250W HIPS 24=240V GR = GRAY CF = CLEAR
NWH
❑ 100CM E17 Mod. to 277V ❑ BM Brown
❑ 150M E17 Mod. Metallic
400HP = 400W HPS 27=277V = WHITE FORWARD THROW
z ir, 2 mwi
2 �' -
❑ 70CMT6 TS 012 ❑ NSPI Narrow Spot IIHSMSA I Stan. Mt. Splice Access El ON Croon
HAP Cl Sp Spot ❑ OR Gray
❑ 50S Ell Mod. ❑ HWMSA Wall Mt Splice Access
150MH = 150W METAL HALIDE 34=347V [JPF = PRISMATIC
❑ HFL3 Horizontal Flood ❑ WH White
❑ 70S E17 Mod. 11 H EWIM Ext. Wall Mt
dig
#I 75MH = 175W METAL HALIDE 48=430V FORWARD -THROW
oz uw
3�
❑ 150S E17 Mod.
*250MH = 250W METAL HALIDE X. MT=,MULTIVOLT
❑ 70S E17 Med. ❑ VFL Vertical Flood EI HEWM_1 Ext Wall Mt ❑ SO Sandstone
❑ 1100S E17 Mod.
5
*400MH = -OOW METAL HALIDE 120, 208, 240 & 277V
'2z =mra=
L-d-1 '-pi ilatk Will I;9V �dy_ W - d1b]. wi M VIE �M WIN. diwktri.
IWCMT6 law, Eiia, is
175PM = 1715W PULSE METAL HALIDE 1-1 VF=MULTIVOLT
AwArblljlh 70CNIT6 m.d aa)r. oPvm. Wally ucluaYU, ef one uriy.
Not Mt lisc b.. lamps. SE is 120 zn
25OPM = 250W PULSE METAL HALIDE 120, 277 & 347V
4.iwa a,tr ilk;. kith w volts
rued -tmg. U -W� -MLh MIiN k-i- OF i� * dkN with 7011, 22% 240 � 341 ,A�
(Z) 35OPM = 350W PULSE METAL HALIDE 250HP , 400HP, 250MH & 400MH
L
S. irdV&,il 6�g,pdf,,A. 4-A f., dWil"ri Will, * 11ililtle sidh MH ivs 1.
(D 40OPM = 40OW PULSE METAL HALIDE
P';i
.0- 15OW d WVOLT
Aa&e in 6- in I- 127-44% sp.iiy I.qfi -
NOT AVAILABLE FOR SHIPMENT IN US
r
6Z
Specifications
DUE TO EISA 2007 LEGISLATION)
MATERIAL: Dio cast aluminum housing and door. LAMP: Incandescent T-3, RSC Quartz to 5M, T4, Mini-can to 250W.,
.0- 60W and MULT Wag.-
M".NQ io 6- b-11 v.dy 1.1dh
OPTIONS (ADD TO CATALOG NUMBER):
:20<Ou
SOCKET: Incandescent: Recessed Single Contact (RSC), Mini-can screw base. HID: G-12, medium, or E27 base pulse-
❑PS = PROTECTED STARTER (HPS UNITS ONLY)
MATERIAL: Die castaluminum housing and door. LAMP: Incandescent T-3, RSC Quartz to 50OWTA, Mi ni-can
_Z, g�
M i5
W�r,!3,r
11
ACCESSORIES (SHIP SEPARATE): ADD COLOR TO ACCESSORY)
6.Z
- :_
H
rated Will. Sao ordering guide for further lamp options. VOLTAGE- Soo ordering guide DISTRIBUTION: See ordering
BK = BLACK
Z LAMP
- F1 = SINGLE FUSING (120, 24.0, 277, VOL T) TO BE FIELD INSTALLED BZ = BRONZE
GR = GRAY
HWH
guide for distributions. REFLECTORS: High purity anodized specular, semi-specular, or patterned lighting shout in
- F2 = DOUBLE FUSING (208, 240, 480, VOLT) TO BE FIELD INSTALLED = WHITE
SIvISTARM" = ARM MOUNT
various configurations designed to provide maximum performance and uniformity. LENS: Flat tempered glass.
SMSTPU" = PIPE ADAPTOR BRACKET
SMSTWB** = WALL BRACKET
MOUNTING: Knuckle or yoke mounted (180' vertical, 360° rotation); Fixed mounted for coiling or wall. Knuckle Mount:
7SMSTINS" = WALL BRACKET WITH ARM
NOTE: HOUSING /DOOR ASSEMBLY AND ELECTRICAL ASSEMBLIES SHIP SEPARATELY.
rn
Die cast aluminum with 314' NPT galvanized nipple standard. Yoke Mount Aluminum with G' of 18-3 STW flexible slander.
ORDER NO: DRAWING No. FM-1607
:2
Polymer yoke mount caps are black finish. GLARE CONTROL: Internal glare control elements, external adjustable barn
HOLOPHME CAD MODEL; WG
LEADER IN LIGHTENG SOLUTIOINIS TYPE: HL5 r3 250
DATE: 10
Z
doors or fixed glare shields available. BALLAST: Integrally mounted ballasts rated for low starting temp. Fixtures are 100%
I Sheet 1 of I
22010 AWITY BRANDS UWTJNO ;K, All Righti R,J, 34525 COLUMBUS RD., GRMIALLE, Oil 43023
FIXTURE TYPE HL5.
PRODUCT CUT SHEET
I --
-V,NLTH
GE D
A
6.26535
7 1
01VAL
Fixture Type HW5
IP65* Ai At
16 N4' 6 114
10 0 20'
lk
1 1
KMK ... III. Wild
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0
1*---- (4705-11 0711"
0
0
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ORDERING INFORMATION:
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H710 70M MA WFL LPI BK
_ - - - -_ -_ - - - i- - _--
--Dw
/MOM
LMPTM iOLTAGE DISTRE UTION Q&GNTi G WOW TiNGAEC. TC �Iig6CS OPTIONS T rH
U
EXAMPLE:
LU
H710 150M 120 VFL KIM HSMSA18 BO SF LPI 8K
Accessories
Model iVohage Mounting F_ r��'
12-
U) <
❑ H710 ❑ 120 ❑ KM Knuckle Internal
❑ ISS' Internal Source KI LPI Lamp
❑ 2 8 Mount
0
❑ Hilo ❑ 120 ❑ KM Knuckle rflternh�� Lamp
❑ 208 Mount ❑ ISS, Internal Source M LPI Lamp
Shield Included
❑ 2 -20 XI YM Yoko 11 CFAM 8 Color Filter
❑ 240
Z
2,
Mount Amber
Lamp Type ❑ 277 ❑ CFREU LOW Firter Fusing
LJ 347
ID k
0
�1' M
,IN CAKESCLUNT' ❑ Red
11 12W277 EI CFBLIJ Color Filter OSP Single Fuse
❑ 250Q T4 MC 171 490 Blue ❑ DFI Double Fuse
❑ 30011 T3 RSC
a
tag MA - wired ❑ CFGRN Color Filter Dallas
111 4000 T3 RSC
❑ 5060 T3 R to 12DV
SC ❑ MB - wired External- 11GEB"Goneric
INH [ Finish
0 SOM E17 Mod to 208V ❑ RD Barn Doors Electronic
Fe ff
1 ❑ MC- wired ❑ GS Glare Shield Ballast 91 BK Black
91 70M E 7 Med.
❑ 70CM E17 Mod. to 240V ❑ LC Polyearbonate ❑ 80 Dark
Cover
❑ 1100M E17 Mod. ❑ MO - wired Blue
❑ 100CM E17 Mod. to 277V ❑ BM Brown
❑ 150M E17 Mod. Metallic
❑ 150CM E17 Mod. ❑ HARJR Arch. J-Box ❑ 82 Bronze
Distribution
11 175M E17 Mod. 11 HPSSA Ped. Stan. Mt7" Splice Access 11 ❑ GH Graphite
z ir, 2 mwi
2 �' -
❑ 70CMT6 TS 012 ❑ NSPI Narrow Spot IIHSMSA I Stan. Mt. Splice Access El ON Croon
HAP Cl Sp Spot ❑ OR Gray
❑ 50S Ell Mod. ❑ HWMSA Wall Mt Splice Access
❑ HFL3 Horizontal Flood ❑ WH White
❑ 70S E17 Mod. 11 H EWIM Ext. Wall Mt
dig
❑ VFL Vertical Flood ❑ SO Sandstone
❑ 100S E 7 Mod. 91 WFL Wide Flood ❑ HFJB Flush Junction Box ❑ AS As Specified
oz uw
3�
❑ 150S E17 Mod.
8n-- U.
❑ 70S E17 Med. ❑ VFL Vertical Flood EI HEWM_1 Ext Wall Mt ❑ SO Sandstone
❑ 1100S E17 Mod.
5
Notes:
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L-d-1 '-pi ilatk Will I;9V �dy_ W - d1b]. wi M VIE �M WIN. diwktri.
IWCMT6 law, Eiia, is
AwArblljlh 70CNIT6 m.d aa)r. oPvm. Wally ucluaYU, ef one uriy.
Not Mt lisc b.. lamps. SE is 120 zn
4.iwa a,tr ilk;. kith w volts
rued -tmg. U -W� -MLh MIiN k-i- OF i� * dkN with 7011, 22% 240 � 341 ,A�
L
S. irdV&,il 6�g,pdf,,A. 4-A f., dWil"ri Will, * 11ililtle sidh MH ivs 1.
Wt JA4� M RSC b- L-p. SF is .�j hwl, A Re a 277 wJU
Feud _tkm, Nut aYalabkr -Ah M_$Ig M.-i- 4 LF 13 w4y Ikla wiLfi 2011, 220,240 w W Wts.
P';i
.0- 15OW d WVOLT
Aa&e in 6- in I- 127-44% sp.iiy I.qfi -
r
6Z
Specifications
MATERIAL: Dio cast aluminum housing and door. LAMP: Incandescent T-3, RSC Quartz to 5M, T4, Mini-can to 250W.,
.0- 60W and MULT Wag.-
M".NQ io 6- b-11 v.dy 1.1dh
HID: T-6, G12 to 150W, E-17 medium base to 175W; Elliptical, E-27 to 150W. See ordering guide for further lamp options.
:20<Ou
SOCKET: Incandescent: Recessed Single Contact (RSC), Mini-can screw base. HID: G-12, medium, or E27 base pulse-
1.0
MATERIAL: Die castaluminum housing and door. LAMP: Incandescent T-3, RSC Quartz to 50OWTA, Mi ni-can
_Z, g�
M i5
W�r,!3,r
11
HID- T-6, 012 to 151 E-17 medium base to 175W, Elliptical, E-27 to 150W. See ordering guide for further lam options.
6.Z
- :_
H
rated Will. Sao ordering guide for further lamp options. VOLTAGE- Soo ordering guide DISTRIBUTION: See ordering
guide for distributions. REFLECTORS: High purity anodized specular, semi-specular, or patterned lighting shout in
various configurations designed to provide maximum performance and uniformity. LENS: Flat tempered glass.
MOUNTING: Knuckle or yoke mounted (180' vertical, 360° rotation); Fixed mounted for coiling or wall. Knuckle Mount:
rn
Die cast aluminum with 314' NPT galvanized nipple standard. Yoke Mount Aluminum with G' of 18-3 STW flexible slander.
:2
Polymer yoke mount caps are black finish. GLARE CONTROL: Internal glare control elements, external adjustable barn
Z
doors or fixed glare shields available. BALLAST: Integrally mounted ballasts rated for low starting temp. Fixtures are 100%
Z
factory tested. FINISH: See ordering guide for colors. FASTENERS: Stainless steel LISTING: U.L., C.U.L. WEIGHT:
"Universal
U
Z
37lbs EPA: 1.27 NOTE: All lamps must be rated for Burning Position" because fixture tilt changes lamp
el-,
:
orientation.
0
cc
Uj-
FIXTURE TYPE HW5,
PRODUCT CUT SHEET
Fixture Type HW6
/P65 * AW A4
. .... .
163/4„ 6314-
_ F F:1-1
10 0 20'
lk
1 1
®r Isla,
I ----------- 6314,
(4701 1171
0
DATE SEPTEMBER 2013
0
SHOWN BELOW
MEASURES ONE
3: u-
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0371
YM Y.0 mo.t
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THE ORIGINAL
ORDERING INFORMATION:-,,,,{{)
H710 150M MA LPI BK
U
WFL
I -_
f MODEL LAMPTYPE VOLTAGE DISTRIBUTION MOUNTING MOLNTINGADC. W6EF OFfi&iS LAW ffi
U
n
EXAMPLE:
LU
J7
H710 150M 120 VFL KIM HSMSA18 BID SF -_ LPI BK
F�__ - - = I - _E_ - -i-. - -
Model IV, Olta, ge, Accessories r G�
CL
(/) <
_J
❑ Hilo ❑ 120 ❑ KM Knuckle rflternh�� Lamp
❑ 208 Mount ❑ ISS, Internal Source M LPI Lamp
171 220 Shield Included
M YM Yoko 0CFAMB Color Filter
❑ 240 Mount Amber
Lamp Type 171 2' 7 F-o Options
7
Z
Q
11 CFRtu Color Filler Fusion
❑ 347 Red
INMANI)ENFNIP
a
❑ 1207277 13 CFO LIJ Color ❑ Fifter EI SP Single Fuse
❑ 2500. T4 MC
0 30011 T3 R 11 480 Blue ❑ DFII Double Fuse
'9C 0 MA -wired [3CFGRN Color Filter Bow
❑ 400Q T3 HSC
❑ 50eft T3 RSC to l2DV Green
❑ M6 -wired EXA0004-11 0GEBIIC
11 50M E17 Mod. to 208V ❑ BD Barn Doors Eloctronio L Finish
❑ GS Glare Shield Ballast
❑ 70M E17 Mod. 11 MC -wired 99 BK Black
❑ LC Polycarbonato
❑ 70CM E17 Mad. to 240Y ❑ B0 Dark
Cover
❑ 100111111 E17 Mod. 171 MD - wired Blue
❑ 11000M E17 Mad. to 211V 11 am Brown
20 150M E17 Med. Metallic
A
❑ 150CM Eli Mod. ❑ HARJB Arch. J-Box ❑ B2 Bronze
Distribution J
❑ 175M E17 Mod. ❑ HPSSA Pod. Stan. Mt 7" Splice Access 0 ❑ GH Graphite
dig
❑ 70CMT6 T6 G12 ❑ NSP' Narrow Spot ❑ HSMSA Stan. ML. Splice Access ❑ ON Green
HPS ❑ SIP Spot ❑ G R 0 ray
T -2,
I
❑ 50S E17 Mod. ❑ NFL' Horizontal Flood ❑ HWMSA Wall Mt Splice Access ❑ WH White
"s
❑ 70S E17 Med. ❑ VFL Vertical Flood EI HEWM_1 Ext Wall Mt ❑ SO Sandstone
❑ 1100S E17 Mod.
5
M WFL Wide Flood 171 HFJR Flush Junction Box 13 AS As Specified
❑ 15DS E 7 Mod.
'2z =mra=
1- tI wilt � L divbdo M
A,.", ,lh 70CPAT6 .d I WCMTG lamps Iy� Each W�" , -Wdly ", �N.c - Al.
L
Wt JA4� M RSC b- L-p. SF is .�j hwl, A Re a 277 wJU
Feud _tkm, Nut aYalabkr -Ah M_$Ig M.-i- 4 LF 13 w4y Ikla wiLfi 2011, 220,240 w W Wts.
Su -fhjqwIr..-1. i-m W FJ.nlc ballam only -il.bl-Vit Mill 1-p to
.0- 60W and MULT Wag.-
M".NQ io 6- b-11 v.dy 1.1dh
Specifications
1.0
MATERIAL: Die castaluminum housing and door. LAMP: Incandescent T-3, RSC Quartz to 50OWTA, Mi ni-can
_Z, g�
M i5
W�r,!3,r
11
HID- T-6, 012 to 151 E-17 medium base to 175W, Elliptical, E-27 to 150W. See ordering guide for further lam options.
6.Z
- :_
H
SOCKET: Incandescent: Recessed Single Contact (RSC), Mini-can screw base. HID: 0-12, 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 purity anodized specular, semi-specular, or patterned lighting sheet in
various configurations designed to p rovide maximum performance and uniformity. LENS: Flat tempered glass.
rn
MOUNTING: Knuckle or yoke mounted (180* vertical, 3601 rotation); Fixed mounted for coiling or wall. Knuckle Mount:
:2
Die cast aluminum with 3(4' NPT galvanized nipple standard. Yoke Mount Aluminum with 6' of 18-3 STW flexible slandar.
0
Polymer yoke mount caps are black finish. GLARE CONTROL: Internal glaro control elements, external adjustable barn
Z
doors or fixed glare shields available. BALLAST: Integrally mounted ballasts rated for lowstarLing temp. Fixtures are 100%
U
Z
factory tested. FINISH: See ordering guide for colors. FASTENERS: Stainless steel LISTING: U.L., C.U.L. WEIGHT:
"Universal
W_
uJ
:
37lbs EPA: 1.27 NOTE: All lamps must be rated for Burning Position" because fixture tilt changes lamp
orientation.
0
FIXTURE TYPE HW6,
PRODUCT CUT SHEET
HAZENAND SAWYER RIVANNA WATER & SEWER AUTHORITY
Environmental Engineers & Scientists CHARLOTTESVILLE, VIRGINIA
4011 WestChase Boulevard, Suite 500 Raleigh, North Carolina 27607
%M JENNY
ENGINEERING
NEW RIVANNA PUMP STATION
RIVANNA INTERCEPTOR TUNNEL
SITE WORK
ELECTRICAL
SITE PHOTOMETRIC PLAN
NOTES:
1. CONTRACTOR SHALL FURNISH AND INSTALL TYPES
'HL5', 'HW5', & 'HW6' FIXTURES WITH INTEGRAL
PHOTOCELLS AS SHOWN. FIXTURES SHALL BE
SOURCED FROM NEARBY LIGHTING PANEL.
2. FIXTURE TYPES 'HL5', 'HW5', 'HW6' SHALL BE
FURNISHED WITH CUTOFF OPTICS.
3. MEASURES SHALL BE PROVIDED TO PREVENT LIGHT
SPILLOVER ONTO ADJACENT PROPERTIES AND GLARE
TOWARD MOTOR VEHICLE OPERATORS AND SHALL BE
INDICATED ON THE SITE PLAN. EXTERIOR LIGHTS
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 LUMINARIES 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 IS CLOSER TO THE LIGHT SOURCE.
5. WALL MOUNT SHALL BE INSTALLED WITH BRACKET
SHOWN IN DETAIL 1 BELOW TO MEET FULL CUTOFF
REQUIREMENTS.
6. EACH OUTDOOR LUMINARIE EQUIPPED WITH A LAMP
THAT EMITS 3.000 OR MORE INITIAL LUMENS SHALL
BE A FULL CUTOFF LUMINAIRE AND SHALL BE
ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY
FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY
FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING
FROM LUMINAIRES ONTO PUBLIC ROADS AND
PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING
DISTRICTS SHALL NOT EXCEED ONE-HALF
FOOTCANDLE.
WALL MOUNT BRACKET
DETAIL
NTS
20
10 0 20'
1
111=201-0 11 6EMPMM%mmpmmm
1 1
THE SCALE BAR
DATE SEPTEMBER 2013
13
SHOWN BELOW
MEASURES ONE
H & S JOB 31037-042
NUMBER
INCH LONG ON
CONTRACT
WON MQWfit
THE ORIGINAL
llk1lf
3
DRAWING.
wlm o
WALL MOUNT BRACKET
DETAIL
NTS
20
10 0 20'
1
111=201-0 11 6EMPMM%mmpmmm
1 1
THE SCALE BAR
DATE SEPTEMBER 2013
SHOWN BELOW
MEASURES ONE
H & S JOB 31037-042
NUMBER
INCH LONG ON
CONTRACT
AINING
DRAWING
THE ORIGINAL
NUMBER
DRAWING.
1 1 El