HomeMy WebLinkAbout6.2-592 Rec Drawing5501 BUENA VISTA ROAD
C.U.P. NO. 11 -0061 -LOT 2 OF LLA 12 -0174
REVIEWED BY:
ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE
APPROVED BY:
PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE
RAUL M. ROJAS R.C.E. 39880
BENCHMARK USED:
TOP OF CONCRETE BRASS CAP IN LAMPHOLE AT THE CENTERLINE
INTERSECTION OF FLINT CREEK AND HARRIS ROAD.
ELEVATION = 348.01 (CITY DATUM)
BASIS OF BEARINGS:
THE BEARING OF S 00 °55'32" W AS SHOWN FOR THE CENTERLINE OF
BUENA VISTA ROAD PER RECORD OF SURVEY FILED ON JUNE 11, 1985. IN
BOOK 13 OF RECORD OF SURVEYS, AT PAGE 169, IN THE OFFICE OF THE
KERN COUNTY RECORDER, WAS USED AS THE BASIS OF BEARINGS SHOWN
HEREON.
VICINITY MAP
NO SCALE
4
8
'6',AK RSFI LD CALIFORNIA
UNDERGROUND SERVICE ALERT
OF SOUTHERN CALIFORNIA
►•i �i
►•i` ii
DIAL TOLL FREE 1- 800 - 227 -2600
AT LEAST TWO DAYS BEFORE YOU DIG
MATERIALS LIST
ESTIMATED QUANTITIES FOR PLAN
CHECK AND INSPECTION FEE CALCULATIONS.
NOT TO BE USED FOR BIDDING PURPOSES.
SEWER
8" SEWER MAIN 262 L.F.
6" SEWER LINE (LATERALS) 25 L.F.
STANDARD MANHOLES 2 EA.
ADJUST M.H.'S & C.O.'S TO FINISH GRADE 2 EA.
TIE INTO EX. PVC LINED MANHOLE (DROP CONNECTION) 1 EA.
STORM DRAIN
18" R.C.P. STORM DRAIN
TYPE "A" CATCH BASINS
8 L. F.
1 EA.
SHEET No. INDEX
M TITLE SHEET
O DETAILS— GENERAL NOTES
OO BUENA VISTA ROAD
LEGEND LEGEND
TMH- TOP OF MANHOLE ELEVATION QX SHEET INDEX NUMBER
INV.- PIPE INVERT ELEVATION Os SS #12 SEWER MANHOLE W /NUMBER
(E,S,N,W)- (EAST, SOUTH, NORTH, WEST)
P.V.C.- POLYVINYL CHLORIDE 1%z� CB #12 CATCH BASIN W /NUMBER
t = APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY PROPOSED SEWER MAIN OR STORM DRAIN
ALL LENGTHS PRIOR TO BIDDING THIS PROJECT
R.C.P.- REINFORCED CONCRETE PIPE - - -- EXISTING SEWER MAIN OR STORM DRAIN
R.G.J.- RUBBER GASKET JOINT
CB- CATCH -BASIN
JB- JUNCTION BOX
SWS- STORM WATER SEPARATOR
RECORD
BY: F#RFtQ W. PORTER L Cam.
0 U
MING
AVENUE
f
o �
I
i
Q o
w 0wxco
i° Q CE X Z J U
Z°- ww0� -w
w
—
z <
F- WQQO O
CO
�/�
VJ C
Q >
WHITE LANE
Q
Z rn LO
m o
I--. �.
z
`
W o r_
w
> � N
� co
ira000Luc!L
U Ucfl
m
CD
O W� 0 z> w
W YnU(/jva ZU
X
(n
Q�SOUTHERN
PACIFIC
RAILROAD
PROJECT
w
w
=
W C
Q F- O Z_ w o 00 n
D O S <� W 0 z Q
`�./ w N
SITE
� � M
Z O CwGi =00
� ¢ H
< W F LiJ
ff^^
N �
�,
0
Z
x..1.J Z o
lJJ
OaZx=w>in
O U O O
Q
J
O
=UwF-Z W <0
W F- Zm�QZCO CO C-)
PENSINGER ROAD
L,Zn w~ww Vww
Lli LL
HARRIS ROAD
cai)wwQHUL)Z00
i
PANAMA LANE
Z Q
VICINITY MAP
NO SCALE
4
8
'6',AK RSFI LD CALIFORNIA
UNDERGROUND SERVICE ALERT
OF SOUTHERN CALIFORNIA
►•i �i
►•i` ii
DIAL TOLL FREE 1- 800 - 227 -2600
AT LEAST TWO DAYS BEFORE YOU DIG
MATERIALS LIST
ESTIMATED QUANTITIES FOR PLAN
CHECK AND INSPECTION FEE CALCULATIONS.
NOT TO BE USED FOR BIDDING PURPOSES.
SEWER
8" SEWER MAIN 262 L.F.
6" SEWER LINE (LATERALS) 25 L.F.
STANDARD MANHOLES 2 EA.
ADJUST M.H.'S & C.O.'S TO FINISH GRADE 2 EA.
TIE INTO EX. PVC LINED MANHOLE (DROP CONNECTION) 1 EA.
STORM DRAIN
18" R.C.P. STORM DRAIN
TYPE "A" CATCH BASINS
8 L. F.
1 EA.
SHEET No. INDEX
M TITLE SHEET
O DETAILS— GENERAL NOTES
OO BUENA VISTA ROAD
LEGEND LEGEND
TMH- TOP OF MANHOLE ELEVATION QX SHEET INDEX NUMBER
INV.- PIPE INVERT ELEVATION Os SS #12 SEWER MANHOLE W /NUMBER
(E,S,N,W)- (EAST, SOUTH, NORTH, WEST)
P.V.C.- POLYVINYL CHLORIDE 1%z� CB #12 CATCH BASIN W /NUMBER
t = APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY PROPOSED SEWER MAIN OR STORM DRAIN
ALL LENGTHS PRIOR TO BIDDING THIS PROJECT
R.C.P.- REINFORCED CONCRETE PIPE - - -- EXISTING SEWER MAIN OR STORM DRAIN
R.G.J.- RUBBER GASKET JOINT
CB- CATCH -BASIN
JB- JUNCTION BOX
SWS- STORM WATER SEPARATOR
RECORD
BY: F#RFtQ W. PORTER L Cam.
0 U
Or-
x W w
Li w x
p mzz
0 EL- U0 w0(n
f
W O W m 0 J
Z U (n W z
Lj
W w~
<Fw
w 0wxco
i° Q CE X Z J U
Z°- ww0� -w
(nmw(nWw
F-
~OFF
—
2'J -w00—
W SQZF -Z W w00
F- WQQO O
M(n Sw ZO >m�Q
cf)
�/�
VJ C
F O LL � c J w U
co
W
z w ww
W _ J A N Z Q
Q z W< w
ED
Z rn LO
m o
I--. �.
= 0
(3F- F_ mNME mLL (r=
`
W o r_
ZF - U�cn 000 W cl
Q� W �zz Owl
> � N
� co
ira000Luc!L
U Ucfl
(�
CD
O W� 0 z> w
W YnU(/jva ZU
X
(n
w w Z
WH<00 p-J J
oOOOcnOO OIL
(75 d W 2 W
�{^/ m
c/ Z_
z W a
W W }>0UZSCn2
/ m N
=
W C
Q F- O Z_ w o 00 n
D O S <� W 0 z Q
`�./ w N
O
[]� Z 0 Vic/) J`-' Z>
� � M
Z O CwGi =00
� ¢ H
< W F LiJ
ff^^
N �
�,
co cl.
Z00w W w11�Oz¢
Z
x..1.J Z o
lJJ
OaZx=w>in
O U O O
Q
= }Ow =��Ow
=UwF-Z W <0
W F- Zm�QZCO CO C-)
'AY'
r/y��
L,Zn w~ww Vww
Lli LL
cai)wwQHUL)Z00
\1
Z Q
Q�OwoOaomF-
Jww
(n<C6 J�0
Q w w S D Z Q a O C
Z0S0Cnw2 Q�w
3:z - S >0JO(n 1-
c Of I w w= w 0 CO
OW w(oJ-
W a0 W Z_>cnm_Q Cn
O>mF -0D0��
W
CC W 0 � j Z z< J Z 00
QO' ,w, 0 a >F-
LU W 00wZQUj }0
2 S SL) if 0 d' W Z S
F-F-a CL 002Q�
n
II
II
11
II
(1
II
II
II
fl
II
II
II
I,
�I
II
II
I I
II
I�
11
II
II
II
II
n
Xll
Or-
x W w
Li w x
p mzz
ZWZW ^<JOZ
a W Z Q° w
H
0
of L Z
0W0WOF-NF�
UF-
..
w 0wxco
i° Q CE X Z J U
Z°- ww0� -w
=
w
CGwQ�ZZUX�
z
F- WQQO O
W
Q�Ww�wZJ°
w
>
w
a
wO OO®QF-
W
aYZOmW0
mWOEZm
Q
W OM5; DOW
W O° J O Q w m
w
(�
owWw =Zw0�
1= mN °H -OF-O
U 0 0~ Z U
/�
(J J
w w Z
WH<00 p-J J
W O m> Z w
w F-
U
W O
L°
LJ
z Z w w
°aQ
0 xa��
LLJ
< C-3 <0�ZU7
z
�� <{
ZO�f- 00OU¢X
Ci EW(f)Z�O
(�
CD
Ww�UC)O(nU°
z
W0a0a�wwW
w °Minw� °X>
W
= }Ow =��Ow
F- MU °F -000X
n
II
II
11
II
(1
II
II
II
fl
II
II
II
I,
�I
II
II
I I
II
I�
11
II
II
II
II
n
Xll
I
H
0
\
�
u
O
a_
>
a
LL
w
w
Z
0
w
=
w
}
m
0
w
LL
U
LL
U)
u~
0
w
>
w
a
Vii 4 M
793a C -)
Z
Q Q
J Q
ci Q
0
Z
LL
Q 0 F-
�'� N l.ia '..i
'
W
0U)
O Z c0 1
�— �u CD J
_
O
F_
06 CO
LU ® 0
3: Lo Z
L0
��W a-
v! D
U
0
E
0
N
N
3
0
V)
O �
U Z
N O
3 >
w
cn
DATE 12/20/2013
N PA JOB No. 12 -2664
N I SHEET
0
11 1
CN
-- I OF 3 SHEETS
GENERAL NOTES
1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CITY OF BAKERSFIELD SUBDIVISION
DESIGN MANUAL (CURRENT EDITION), THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD
ORDINANCE No. 4472, LATEST EDITION AND STANDARDS PERTAINING THERETO. THESE
DOCUMENTS SHALL BE MADE A PART HEREOF.
2. ALL CONSTRUCTION WITHIN THE CITY RIGHT -OF -WAY OR CITY EASEMENTS SHALL BE IN
ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA,
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 2010. THESE
STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND
THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE.
3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF
CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF
BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET
RIGHT -OF -WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN
APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET
RIGHT -OF -WAY AND INSURANCE, AS REQUIRED, SHALL BE PROVIDED BY THE CONTRACTOR
PRIOR TO ISSUANCE OF A PERMIT.
4. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE STREET RIGHT -OF -WAY,
THE CONTRACTOR SHALL GIVE THE CITY CONSTRUCTION INSPECTION DEPARTMENT 48 HOURS
NOTICE.
5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT
THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS
ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER &
ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND
CONDITIONS SHOWN BY THESE DRAWINGS.
6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO
AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR
OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND
DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT
(U.S.A.: 1 -800- 227 -2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO
ANY CONSTRUCTION OR EXCAVATION.
7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY
CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S
EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY.
8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE
RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY
PRIOR TO ANY FURTHER WORK.
9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND
SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT.
10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE
REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED
AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION
WILL BE ALLOWED FOR SUCH CORRECTION.
11. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR
OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER
OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF
ENGINEER IN RESPONSIBLE CHARGE.
12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING
EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION
PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND
THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION
WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM
THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND
SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL
SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO
FILING HIS BID PRICE FOR THE PROJECT.
14. PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED
CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE
APPROVED IN WRITING BY PORTER & ASSOCIATES, INC.
15. SEE WATER AND STREET IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE PART OF
THIS PROJECT.
COB SEWER SPECIFICATIONS
1. ALL MATERIALS INSTALLATION SHALL CONFORM TO CHAPTER 1 OF THE CITY OF BAKERSFIELD
SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER.
2. ALL PIPE AND FITTINGS SHALL BE MARKED OR STAMPED WITH THE TRADE BRAND NAME OF
THE MANUFACTURER, AND STRENGTH OR CLASS OF PIPE.
3. PVC PIPE INSTALLATION:
A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM
SPECIFICATIONS D3034 AND SDR -35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS
THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER
INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE
INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED.
B. JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS
SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.
WHERE PVC PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF
BAKERSFIELD.
C. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH
ASTM D2321. ONLY CLASS ! OR 11 EMBEDMENT MATERIALS WILL BE CONSIDERED
SUITABLE.
4. FOR CURVED PIPE: IDENTIFICATION TAPE DESIGNED FOR USE ON SEWERS SHALL BE PLACED
ON TOP OF SEWER MAIN ALONG ITS ENTIRE LENGTH. IDENTIFICATION TAPE SHALL ALSO BE
PLACED ON SEWER LATERALS EXTENDING FROM SEWER MAIN TO RIGHT -OF -WAY LINE,
5. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT PROPERTY LINE PER
C.O.B. STD. SW -1, UNLESS OTHERWISE NOTED ON PLANS.
6. WYE- FITTINGS SHALL BE INJECTION MOLDED IN -LINE AND SHALL BE USED FOR ALL LATERAL
CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23' AND A MAXIMUM OF 45' ABOVE
THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. WYE FITTINGS
ONLY SHALL BE USED FOR VCP. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD
PLASTIC PLUG (SOLVENT WELDED).
7. ALL LATERALS SHALL EXTEND TO A MINIMUM OF FIFTEEN FEET BEYOND THE PROPERTY LINE
AND SHALL BE 6" IN DIAMETER EXCEPT AS NOTED ON PLANS.
8. MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD
DRAWINGS SW -4 AND SW -5 AND SECTION 70 -1.02H AND 71 -1.07 OF THE STANDARD
SPECIFICATIONS OF THE STATE OF CALIFORNIA., DEPARTMENT OF TRANSPORTATION, LATEST
EDITION.
9. THE CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD
STANDARD DRAWINGS SW -6.
10. SYSTEM TESTING:
INSTALLED PIPE SHALL BE CLEANED AND TESTED IN ACCORDANCE WITH CHAPTER 1.3 OF THE
SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER AND
ACCEPTABLE TO THE CITY OF BAKERSFIELD. 24 HOURS NOTICE WILL BE REQUIRED FOR TEST
AND INSPECTION.
11. PRIOR TO FINAL ACCEPTANCE OF THE SEWER SYSTEM, ALL MAIN LINES SHALL BE INSPECTED
WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE AND AS APPROVED BY THE CITY
ENGINEER. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360', IN
ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO
INSPECTIONS SHALL BE WITNESSED BY CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO
INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY
NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE
SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM
AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASED ON THE STATIONING OF THE
APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED
FOR VIEWING AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE.
AFTER ACCEPTANCE OF THE SYSTEM, THE VIDEO CASSETTE, FORMS AND LOGS SHALL BECOME
THE PROPERTY OF THE CITY.
CONNECTION SEAL TO PVC LINED SEWER LINE OR MANHOLE
1. THE CORED HOLE SHALL BE APPROXIMATELY 3 INCHES GREATER THAN THE OUTSIDE DIAMETER
OF THE CONNECTING LINE. THE CORED HOLE SHALL BE DESIGNED TO CUT A HOLE WITH
MINIMUM DAMAGE TO THE REINFORCING STEEL, PIPE OR PLASTIC LINER.
2. PRIOR TO THE INSTALLATION OF THE PVC BOOT ON THE CONNECTION, THE PLASTIC LINER
AROUND THE PIPE AT THE CORED HOLE SHALL BE CLEANED PER THE PLASTIC LINER
MANUFACTURER'S RECOMMENDATION. THE END OF THE CONNECTING LINE SHALL BE SEALED TO
THE PVC BOOT WITH SIKA 449 -203 PRIMER AND SIKA FLEX IA SEALANT OR AN APPROVED
EQUAL.
3. THE PVC BOOT SHALL BE ORDERED SO IT WILL FIT SNUGLY TO THE OUTSIDE WALL OF THE
CONNECTION.
4. THE PVC BOOT AND WELD STRIPS SHALL BE INSTALLED AND TESTED FOR HOLIDAYS PER THE
PLASTIC LINER MANUFACTURER'S RECOMMENDATIONS.
5. THE CONNECTING LINE SHALL BE CENTERED IN THE CORED HOLE AND PLACED SO IT IS FLUSH
WITH THE INSIDE WALL OF THE RCP.
6. THE PVC BOOT WELD STRIPS SHALL BE MANUFACTURED BY AMERON, INC. OR AN EQUAL
APPROVED BY THE CITY ENGINEER.
RECORD DRAWING
- x P RTER,
RC -E
- . . w �.
D� T
COB STORM DRAIN NOTES
1. UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE STORM DRAIN PIPE SHALL BE THE
FOLLOWING:
A. REINFORCED CONCRETE PIPE (R.C.P): REINFORCED CONCRETE PIPE SHALL BE CLASS III
(ASTM C76) AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 65 OF THE STANDARD
SPECIFICATIONS. (SEE GENERAL NOTE 2)
B. JOINTS SHALL BE RUBBER GASKETED IN CONFORMANCE WITH THE PROVISIONS OF SECTION
65 -1.06 OF THE STANDARD SPECIFICATIONS.
C. CONCRETE PIPE SHALL BE LAID IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 65
OF THE STANDARD SPECIFICATIONS. (SEE GENERAL NOTE 2)
D. IN ADDITION TO THE ABOVE REQUIREMENTS, ALL RUBBER GASKETED JOINT RINGS SHALL BE
CHECKED WITH A GAUGE ALL THE WAY AROUND THE PIPE AFTER THE JOINT HAS BEEN
ASSEMBLED TO DETERMINE THAT THE RING HAS BEEN PROPERLY LOCATED AND SEATED.
IMPROPERLY MADE JOINTS SHALL BE PULLED APART AND SATISFACTORILY REMADE.
COB TRENCHING NOTES
1. TRENCHING SHALL MEET THE REQUIREMENTS OF CAL -OSHA TRENCHING ORDERS AND THE
CONTRACTOR SHALL COMPLY WITH SECTION 6422 OF THE LABOR CODE.
2. ANY TRENCHING TO BE CONDUCTED WITHIN CITY RIGHT -OF -WAY SHALL BE B.ACKFILLED AND
COMPACTED PER CITY OF BAKERSFIELD STANDARD DETAIL ST -22.
3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE
REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING ST -6.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES OR
PIPING BECOME DAMAGED DUE TO .:CATER INFILTRATION, IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO REPAIR THE TRENCH AND PIPING TO THE SATISFACTION OF THE ENGINEER
AT THE CONTRACTOR'S EXPENSE.
5. FLOODING OR WATERJETTING SHALL NOT BE USED FOR BACKFILL COMPACTION.
6. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE
PIPE ZONE. CLASS I BACKFILL IS NOT REQUIRED IF PIPE SLOPE EXCEEDS 1 %.
7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND
LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF
RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR.
CITY STANDARD PLATES
1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED
A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF)
CITY
STD. No.
DESCRIPTION
®
SW -1
SEWER LATERAL MARKER
❑
SW -2
TRENCH SECTION FOR CONCRETE ENCASED PIPE
❑
SW -3
PAVEMENT PATCHES
®
SW -4
MANHOLE, TYPE "A"
®
SW -5
FRAMES & COVER FOR MANHOLES & CLEANOUTS
❑
SW -6
6" CLEAN OUT
❑
SW -7
HOUSE CONNECTION WITH VCP SADDLE
❑
SW -8
INDUSTRIAL SAND TRAP
❑
SW -10
SAND TRAP
❑
SW -11
HOUSE CONNECTION WITH CAST IRON SADDLE
❑
SW -12
SEWER LIFT STATION VALVE BOX
❑
D -1
INTENSITY VS. DURATION CURVES
❑
D -2
RATIONAL METHOD RUNOFF COEFFICIENTS
❑
D -3
CHANNEL PROTECTION
❑
D -4
CHANNEL PROTECTION
❑
D -5
RIGHT OF WAY FOR NATURAL CHANNELS
❑
D -6
LANDSCAPED CONSTRUCTED CHANNELS
❑
D -7
RIGHT OF WAY FOR CONSTRUCTED CHANNELS
❑
D -8
RIGHT OF WAY FOR LINED CONSTRUCTED CHANNELS
❑
D -9
PIPE SADDLE DETAIL
❑
D -10
SIDEWALK UNDERDRAIN
❑
D -11
DRAINAGE BASIN
❑
D -12
CHAIN LINK FENCES
❑
D -13
CHAIN LINK GATES
®
D -14
CATCH BASIN, TYPE "A"
❑
D -15
CATCH BASIN, TYPE "A -1"
®
D -16
GUTTER DEPRESSIONS
®
D -17
JUNCTION BOX
❑
D -18
MANHOLE, TYPE "B"
❑
D -19
DRAINAGE WELL, TYPE "B"
®
ST -22
TRENCH BACKFILL & COMPACTION
❑
ST -6
STANDARD PAVEMENT PATCHES
NOTE TO CONTRACTOR
ALL MANHOLES AND CLEANOUTS WITHIN PROJECT,
INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED
TO FINISH GRADE IN ACCORDANCE WITH CITY STANDARDS.
EXISTING MANHOLES MAY REQUIRE REMOVAL OF EXISTING
ICONE, AND REMOVAL OR "CHANGE OUT" OF BARREL RINGS.
0 U
Wt U w W O cn
p d 0
m �
z O� W W
Z~
u m W W W W Q F
2
Z
O H� Z Z
W 2 Q Z~ Z W% =°
o
��'WZ ° >mU'<
�a��OO���9l
Z °��
w�SJCni�zm
wSO =�c�nUQt¢i
1J
r = ��=
W E
Tcn�z
w z Z O0 O
�aoOOWQ�wz
r 1 ? U
co��Q�F-
\J
cn
z�o����z }�
0 )x
Ojs
wYOL�� ^c Qmw
LQ
Z,ET n�,- O2
J F
0 cYa
Z
Wwr>O,_Z=ww
mcN
0
a�?oz000m
W (2 o
Z H J
W N
0 0 2 G
p Q w w = O >
z p OO
z ch
F
z O W p W Q
U O
V CO
ZapwwwLL z:oiaq
W Z o co
W
oYZ� =O>o�<
m
�QZ
C¢JSOUW I=-ZOW QOLL
z w
z? m a Z z
U Q p W U W p 0 W�
U)Lu =z¢UZ O _ L1�1
0p�
O OU
Lu
z W t, Q F F-
.5 W LU
=
J
C�cnW =�zQ¢Op
=
C:)
C/)
J n es
c 4Ot�i
CO
~ W n F-
W Qp O W > m
N
`o-�a
Z> Q cD
n
} o
o �n
n
�°
D �Z � W
U Z m
Q Lu w
®0�
w_j J a>
W W UO W ZQ U) >-
= =Lrrx0cr W z=
Lo
r HpaF -U0T¢2
W
0
LU LL
H
0-1 Lu
W =
p W
� z
tD J m
Z W
F 2 W
U c;; >
Xi w L W
LL a o a
NEER # b\
V) 4 M
W ; > U
w
S
/0-38 AP
0
E
0
N
N
3
U
U)
Z
N 0
U)
Lu
Of
DATE 12/20/2013
N PA JOB No. 12 -2664
SHEET
0
CL
E
2
i
N
OF 3 SHEETS
�
V
U)
Z
1J
r
�^
V )
LLI
�I
Q
Z
0
0
Of
Z
<
0
I..L
C14
co
0
m
�QZ
0
(.c)
W
I--
Lu
0
U)
=
C:)
C/)
W
CO
r
N
u1
®0�
Lo
n.
rLu
V)
D
b
0
E
0
N
N
3
U
U)
Z
N 0
U)
Lu
Of
DATE 12/20/2013
N PA JOB No. 12 -2664
SHEET
0
CL
E
2
i
N
OF 3 SHEETS
SEE GRADING AND DRAINAGE PLAN AND
ON —SITE SEWER AND WATER PLANS FOR
THIS PROJECT FOR CONTINUATION OF
UTILITIES ON —SITE. STORM DRAIN PIPES
AND SYSTEMS SHALL BE MAINTAINED BY
PROPERTY OWNER.
00
C-4
U
U Q
Z
U�
r
Z
UZ* �
11
O
� L
°dUwo wOcn
<,
NW
W
c�
m J
Z p W W W~
OW
_
Z
U
(nO
W
6W
J
n
Zi
Z
U) jQ
Z-J
+C7
Lo
J
_
Z Z
0-
U O
N i 0 +
Z 2 I"
0
=)
W
+0
n J
°
o
0
0M' �
O I�
w
Z
rn t!�
°
J Q
OZ
m
J
Iv
O
Uig
Z
Z
g
z
O
�
l
-H S
NN
_Q
§
M
W
�
Z
I Q
U
m
oi
tp W
O
+ s
Q
N
:2 co
x
in
00 vi
O W
m
V)
cr
NIV)
cy-
}
N
t° c°
5501
BUENA VISTA
ROAD
�� I
cn
o W Z> L'i F -- o
Q
W
w
C.
,n
J
a
'�
�,
(LOT 2
o
Z I
20 <3: �Z�—J
EXISTING
ul
(n N
J'
r_
>' Z o % °
1\ J
LLA 12 -0174)
^ I I
O I I
z ° o o
w
°z
SINGLE FAMILY
RESIDENCE
00
—GAS— -
EXISTING GAS LINE
Z
Z
w
.-
354 ......
00
Z
+I
354
Z w § � Z °
— m
�[
W
00
— —
_
—
— —
—
°° ...............................
EXISTING SEWER MANHOLE
I W
.
. . . . . . . . . . .
m
Z
��i �? .
APPROXIMATE DESIGN GRADE
. . . ASOVE. SEINER MAIN . . . . . .
. . . . . . . . . T�.o�
EXISTING POWER POLE
z
-
S
C=.)�ZQ0°
QQO >��O�-
- -
--
-
.
y
�w = cn
W °m
w ° p w W U) J -
L
I/_A,
- -' -
-- - - -
- --
.
- - -- - ------- -. - - -- - - - - - -- : --
z o
�-
350 . . .
S
S
.
S S
S
S S
� CU
. - - - - - . -
. . . . . . .
x z
. : . . .
.. . . . . . . . .. . . . . . . . . .
. :350
. . .
346........:
. . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . .
. . . . .
. . . . .
.
.
.
. . . . . .
w z
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . .
w 0
— — — — — — — — —
OH E OH E -
. . . . . . . . . . . . . . . . . . . . . . . . . . . .
. .
— —
— —
—
— —
- --
— — O H E — —
— — -
—"
F
-
=
-
T T T
T
- -- T
-—
T
- - - -- T-
T
- --
-� T
T -- T
-- GAS — — — GAS —
—
GAS
- --
-- GAS
.
-- GAS -
— GA —
—
— GAS —
GAS — -
- — — _G AS
-
GA
. _
—//--GAS —
— --7/GAS — —
CONSTRUCT INSIDE DROP CONNECTION
IN EX. MANHOLE PER COB STD. DWG SW -3
(C.O.B. PROPOSED SEWER STANDARDS
DATED 6 -2 -99)
—5
— EX W —
�j CONTRACTOR SHALL COORDINATE PROPERTY BOUNDARY
/ RELOCATION OF POWER POLE f
WITH UTILITY OWNER
/ 5 +52.50 6 7 7 +10.00
/ BORE PROPOSED 8" PVC SEWER MAIN IN 16" STEEL
�j CASING (MIN. 80 L.F.) PER COB STD. DWG SW -8 (COB
PROPOSED SEWER STANDARDS DATED 6- 2 -99). CORE
INTO EXISTING MANHOLE & CONCRETE SLURRY AROUND
/ PIPE TO SEAL MANHOLE AS DIRECTED BY CITY
ENGINEER. REPAIR /REPLACE PVC LINER IN MANHOLE AT
CORE LOCATION.
EXISTING 48" SEWER MAIN
-- S -- o — S -- — S -- — — — S — — S -- — — S — — — S — -
- EXISTING SEWER MANHOLE EXISTING CURB AND GUTTER
— -- — — E X bN — — — E X b^ ti' -
-- — -- EX 'a — — -- -- — EX W — -- — — — — ° —° --
NOTE: STATION 0 +00 LOCATED AT
INTERSECTION OF BUENA VISTA ROAD
AND PENSINGER ROAD.
BUENA VISTA ROAD
HORIZONTAL: 1"=20'
VERTICAL: 1 " =4'
`ESNj0 �\
,340,51 S,
c�
CONSTRUCT 8'± L.F. 18"
CL -3 RCP w /RGJ
STORM DRAIN @ 2.00%
CONNECT TO ON -SITE-
STORM DRAIN
18" INV E=
343.73
27'±
EX. EP
52'±
- - - - - - - - — - - - - - - - - - - - -
A
II
II
CONSTRUCT 104 L.F.± 8" II
PVC SEWER ® 0.35% II
I I
!I
I I
SS9S��� 16" STEEL CASING
(SEE NOTE IN PLAN VIEW)
CONSTRUCT INSIDE DROP CONNECTION
IN EX. MANHOLE PER COB STD. DWG SW -3
(C.O.B. PROPOSED SEWER STANDARDS
DATED 6 -2 -99)
A SEWER SECTION
^' STA 4 +95.50 N.T.S.
ST
RW
5 55.3'±
48.33'
o�
Lo Lo
n M
LL.
O w
U i Zip
18" INV W=
343.88
q
8" SWR INV-
340.4±
STORM DRAIN SECTION
kl=lj STA 7+01.97 N.T.S.
lx/
CORE INTO EXISTING LINED MANHOLE
(SEE NOTE IN PLAN VIEW)
I
I!
II
Ii
iI
I n I EX 48" INV N —S=
II II 325.3±
If I
LN
NOTE: CONTRACTOR TO VERIFY DEPTH
AND LOCATION IN FIELD PRIOR TO
CONSTRUCTION AND NOTIFY ENGINEER
OF ANY DISCREPANCIES.
Q)
00
LLJ
wl
U..1
0
r�
aa�
i�
L. )- - S,,-7
0
E
r7
0
N
N
t -.7
LL
ui
\� 0
D
w
LL
u.i
Q
0
N
a
� m
a
w =
w
Z J }
(� CO
w W
� � W
U-
0 W
o Q
a o n
O w V
\ �' Cdr ,tZv
/03b
� n �
U)
Q Q
J Q<
010
Z J � <
L O
<QO
® U) N Q �_
0 �-
a
o
�- W 0 <
W =) 1
06 CIO N_ N_ W
b CD
WI^Z
3: L ,
W
Qo
b
0 I 1
Z
C
L
w
DATE 12/2012013
PA JOB No. 12 -2664
SHEET
3
OF 3 SHEETSi
W U
N
Z
U�
U
UO
� r,
� L
°dUwo wOcn
<,
c�
m J
Z p W W W~
OW
(nO
6W
w a¢z0 z� Op
=QZ� -
+C7
Lo
J
_
Z Z
OS
V) Q
Z '�
Z
W
+0
n J
°
S
INSTALL SEWER
z w w E O O Q z O E
:w,- �JzW, wzco
w
Z
rn t!�
°
O
U <
INSTALL STORM DRAIN
Os
oix
O
Uig
Z
�
_Q
W_
PROPOSED WATER
aoapOF�o =?
U
INSTALL TYPE "A" CATCH -BASIN
° Z o `-' Z °~ o
Q
N
:2 co
x
--
Q
N�1
V)
cr
NIV)
r-
Q
�Z�oJV'oo��pa
�r1
�/J
Z
m
-- S --
EXISTING SEWER
o W Z> L'i F -- o
Q
m co
-- 'Z" -1 % --
EXISTING EDGE OF PAVEMENT
Q I= o z W o o_ m
w
o
20 <3: �Z�—J
ul
(n N
J'
r_
>' Z o % °
z ° o o
w
°z
No
—GAS— -
EXISTING GAS LINE
a a � ° a
ui
Z
w
-- T- -
354 ......
...............................
co..................z
- -oHE- -- -
354
Z w § � Z °
— m
�[
00
EXISTING SURVEY MONUMENT - PROTECT IN PLACE.
. a Z Z
w ° > Q w, o ° o
........ ...............................
°° ...............................
EXISTING SEWER MANHOLE
° o W~ U U Z O ~
Oz _
.
. . . . . . . . . . .
Z
��i �? .
APPROXIMATE DESIGN GRADE
. . . ASOVE. SEINER MAIN . . . . . .
. . . . . . . . . T�.o�
EXISTING POWER POLE
z
-
C=.)�ZQ0°
QQO >��O�-
- -
--
-
.
y
�w = cn
W °m
w ° p w W U) J -
L
Z U)
>>- W f-- �C.)Cn-
- -' -
-- - - -
- --
.
- - -- - ------- -. - - -- - - - - - -- : --
° `n `� ``i
m w O w z J? p> m
350 . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . .
.
.
. . . . . . .
. . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . .
. - - - - - . -
. . . . . . .
.
I
. : . . .
.. . . . . . . . .. . . . . . . . . .
. :350
. . .
346........:
. . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . .
. . . . .
. . . . .
.
.
.
. . . . . .
. . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . .
. . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . .
. .
. . . . .
NOTE: STUB AND PLUG PROPOSED 8"
SEWER MAIN FOR FUTURE EXTENSION
.
.
- BY
.
. .
N .,
. • STUB PLUG :PROPOSE D 8
342:
:
SEWER MAIN FOR FUTURE EXTENSION.
. 42
- -
- - - .......... .......
...'+
BY OTHER ...................
:
..............................
64
.:.. ............................�
rp-....
...............................
338 ........:.......:.......:
�'�°
-y...
°-
'ti
:.......:.......:.......:..
���
°�:5�
338
�.. co
I .............
, .:.
..................................
F............................................................
INSTALL 17± L.F.
I
INSTALL 136± L.F.
.
.....
...............................
*INSTALL 5± 'L.F.
334:.......:
8" PVC SEWER
@-0..35%
8" PVC SEWER @. 0.35%
8" .
PVC SEWER @ 0.35%
5 +00
6 +00
7 +00
8 +00
SEWER
PROFILE
`ESNj0 �\
,340,51 S,
c�
CONSTRUCT 8'± L.F. 18"
CL -3 RCP w /RGJ
STORM DRAIN @ 2.00%
CONNECT TO ON -SITE-
STORM DRAIN
18" INV E=
343.73
27'±
EX. EP
52'±
- - - - - - - - — - - - - - - - - - - - -
A
II
II
CONSTRUCT 104 L.F.± 8" II
PVC SEWER ® 0.35% II
I I
!I
I I
SS9S��� 16" STEEL CASING
(SEE NOTE IN PLAN VIEW)
CONSTRUCT INSIDE DROP CONNECTION
IN EX. MANHOLE PER COB STD. DWG SW -3
(C.O.B. PROPOSED SEWER STANDARDS
DATED 6 -2 -99)
A SEWER SECTION
^' STA 4 +95.50 N.T.S.
ST
RW
5 55.3'±
48.33'
o�
Lo Lo
n M
LL.
O w
U i Zip
18" INV W=
343.88
q
8" SWR INV-
340.4±
STORM DRAIN SECTION
kl=lj STA 7+01.97 N.T.S.
lx/
CORE INTO EXISTING LINED MANHOLE
(SEE NOTE IN PLAN VIEW)
I
I!
II
Ii
iI
I n I EX 48" INV N —S=
II II 325.3±
If I
LN
NOTE: CONTRACTOR TO VERIFY DEPTH
AND LOCATION IN FIELD PRIOR TO
CONSTRUCTION AND NOTIFY ENGINEER
OF ANY DISCREPANCIES.
Q)
00
LLJ
wl
U..1
0
r�
aa�
i�
L. )- - S,,-7
0
E
r7
0
N
N
t -.7
LL
ui
\� 0
D
w
LL
u.i
Q
0
N
a
� m
a
w =
w
Z J }
(� CO
w W
� � W
U-
0 W
o Q
a o n
O w V
\ �' Cdr ,tZv
/03b
� n �
U)
Q Q
J Q<
010
Z J � <
L O
<QO
® U) N Q �_
0 �-
a
o
�- W 0 <
W =) 1
06 CIO N_ N_ W
b CD
WI^Z
3: L ,
W
Qo
b
0 I 1
Z
C
L
w
DATE 12/2012013
PA JOB No. 12 -2664
SHEET
3
OF 3 SHEETSi
W U
� L
°dUwo wOcn
<,
m J
Z p W W W~
V
CONSTRUCTION NOTES
co m W Cn w w Q H°
= Z ~
O F LL Z a Z
—
w a¢z0 z� Op
=QZ� -
.,
OS
INSTALL SEWER MANHOLE
pwco(n
� o � � o Z J � �
W
C7
°
S
INSTALL SEWER
z w w E O O Q z O E
:w,- �JzW, wzco
w
Z
rn t!�
°
INSTALL STORM DRAIN
W =oW =W(n
Z o o LL o�
j
�
_Q
W_
PROPOSED WATER
aoapOF�o =?
U
INSTALL TYPE "A" CATCH -BASIN
° Z o `-' Z °~ o
Q
N
:2 co
x
--
EXISTING RIGHT -OF -WAY
ago ���Qm0
z z a a z m z
V)
otj
<
m w
�Z�oJV'oo��pa
�r1
�/J
Z
m
-- S --
EXISTING SEWER
o W Z> L'i F -- o
Q
m co
-- 'Z" -1 % --
EXISTING EDGE OF PAVEMENT
Q I= o z W o o_ m
w
o
20 <3: �Z�—J
Z
(n N
- -Ex. w- -
EXISTING WATER MAIN
>' Z o % °
z ° o o
w
°z
No
—GAS— -
EXISTING GAS LINE
a a � ° a
ui
Z
w
-- T- -
EXISTING UNDERGROUND TELEPHONE
o c z T = ° W w �
- -oHE- -- -
EXISTING OVERHEAD ELECTRICAL
Z w § � Z °
— m
�[
J
EXISTING SURVEY MONUMENT - PROTECT IN PLACE.
. a Z Z
w ° > Q w, o ° o
Os
EXISTING SEWER MANHOLE
° o W~ U U Z O ~
Oz _
Q_
� 1- o' 2
EXISTING POWER POLE
� W 3
Z _ 2
C=.)�ZQ0°
QQO >��O�-
ALL PLAN
VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED.
�w = cn
W °m
w ° p w W U) J -
L
Z U)
>>- W f-- �C.)Cn-
ALL SEWER
LATERALS ARE 6" UNLESS OTHERWISE NOTED.
° `n `� ``i
m w O w z J? p> m
wwUOwZQw }ci
ALL SEWER
LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN.
� � o a � ° 0 or a 2
`ESNj0 �\
,340,51 S,
c�
CONSTRUCT 8'± L.F. 18"
CL -3 RCP w /RGJ
STORM DRAIN @ 2.00%
CONNECT TO ON -SITE-
STORM DRAIN
18" INV E=
343.73
27'±
EX. EP
52'±
- - - - - - - - — - - - - - - - - - - - -
A
II
II
CONSTRUCT 104 L.F.± 8" II
PVC SEWER ® 0.35% II
I I
!I
I I
SS9S��� 16" STEEL CASING
(SEE NOTE IN PLAN VIEW)
CONSTRUCT INSIDE DROP CONNECTION
IN EX. MANHOLE PER COB STD. DWG SW -3
(C.O.B. PROPOSED SEWER STANDARDS
DATED 6 -2 -99)
A SEWER SECTION
^' STA 4 +95.50 N.T.S.
ST
RW
5 55.3'±
48.33'
o�
Lo Lo
n M
LL.
O w
U i Zip
18" INV W=
343.88
q
8" SWR INV-
340.4±
STORM DRAIN SECTION
kl=lj STA 7+01.97 N.T.S.
lx/
CORE INTO EXISTING LINED MANHOLE
(SEE NOTE IN PLAN VIEW)
I
I!
II
Ii
iI
I n I EX 48" INV N —S=
II II 325.3±
If I
LN
NOTE: CONTRACTOR TO VERIFY DEPTH
AND LOCATION IN FIELD PRIOR TO
CONSTRUCTION AND NOTIFY ENGINEER
OF ANY DISCREPANCIES.
Q)
00
LLJ
wl
U..1
0
r�
aa�
i�
L. )- - S,,-7
0
E
r7
0
N
N
t -.7
LL
ui
\� 0
D
w
LL
u.i
Q
0
N
a
� m
a
w =
w
Z J }
(� CO
w W
� � W
U-
0 W
o Q
a o n
O w V
\ �' Cdr ,tZv
/03b
� n �
U)
Q Q
J Q<
010
Z J � <
L O
<QO
® U) N Q �_
0 �-
a
o
�- W 0 <
W =) 1
06 CIO N_ N_ W
b CD
WI^Z
3: L ,
W
Qo
b
0 I 1
Z
C
L
w
DATE 12/2012013
PA JOB No. 12 -2664
SHEET
3
OF 3 SHEETSi