HomeMy WebLinkAboutDWG 412-4; 3495; FOREST AV HDD GRAVITY SEWER PIPELINE; 01-06I
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM 71-IE ENGINEER OF WORK FOR THIS PROJECT, 11-IA T I
HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS
DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT
71-IE DESIGN IS CONSISTENT 'M71-I CURRC'!T STANDARDS.
I UNDERSTAND lc:,\T 71-IE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY
71-IE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: DUDEK & ASSOC .. INC.
ADDRESS: 605 3RD ST,
CITY, ST.: ENCINITAS, CA
TELEPHONE: (760) 942-5147
BY: STEPHEN L DEERING DA TE: 6-30-03
(NAME OF ENGINEER)
R.C.E. N0.:_~2~65~1_4 ________ _
REGISTRATION EXP/RATION DA TE: 3-31-04
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON 11-/ESE PLANS WAS GfNERA TE:D BY
TRADITIONAL SURVEY METHODS FROM INFORMATION GATHER£D ON
NOV, 18th-20th, 200.3 BY DUDEK & ASSOC/ATE:S, INC. TOPOGRAPHY
SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY
STANDARDS. CONTOURS SHOWN ON PLANS WE:RE OBTAINED FROM
CITY OF CARLSBAD GI$ DA TA.
PROJECT LOCATION
THIS PROJECT IS LOCATED 'M71-IIN ASSESSORS PARCtL NUMBER($)
156-080-130, 156-152-050 AND CITY OF CARLSBAD PUBLIC STREET
RIGHT-OF-WAY
THE CALWORNIA COORD/NA TE INDEX OF 71-1/$ PROJECT IS
N 20082/J,67 E 6228267.29
BENCH MARK
DESCRIPTION: 2-1/2" DISK IN NORTHWEST CORNER OF JEFFERSON
STREET BRIDGE OVER BUENA VISTA LAGOON, STAMPED
"CLSB-128 LS 6215',
LOCA noN: NORTHWEST CORN[R OF J[FF[RSON STREET BRIDGE OVER
BUE:NA VISTA LAGOON 0.1 MILES NORn-t OF MARRON ROAD,
2-F[ET WEST OF CURB AND 17-F££T SOUTH OF TH[ NORTH
END OF BRIDGE WALL.
EL[VA noN: 28. 75 DA TUM: NA VIJBB
P: \[ngireerinQ\Cqr/sbqd\3567 Fores! LS Cunver.sion and Sewer Pipeline\CA0\0wg\3567-01 Gl.dwg Jun 26, 2003 -2:26pm
FOREST AVE
HDD GRAVITY SE ER PIPELINE
IN THE CITY OF CARLSBAD
PROJECT
LOCATION CITY OF' OCEANSIDE
7(J
CITY OF' VISTA
PACIF'IC
OCEAN
-
VICINITY MAP
NOT TO SCALE
LEGEND ABBREVIATIONS
0
----$--
---w----
-----------)'-----------
-----£-----
------------
------®---
f051
ER
D
DBf"D
WV .
WM •
FH ..,
GV ..
·y--7---
_L_L_
c:;)
I' I
. I
NEW SEWER LINE AC
NEW SEWER MANHOLE ACP
AH
EXISTING SEWER LINE APN
EXISTING WATER LINE BC
EXISTING TELEPHONE LINE BVCE
SVCS
EXISTING ELECTRICAL LINF. (t
EXISTING GAS CONC
PROPERTY LINE ¢
DIP RIGHT OF WAY LINE DWG
EXISTING WATER SERVICE ELEC
STEEL PROTECTION POST EVCE
EVCS
ELECTRICAL RISER EXIST
BACKFLOW DEVICE FH
FM
WATER VALVf. HDPE
WATER METER HP
FIRE HYDRANT I.E.
PED
GAS VALVE PL
STORM DRAIN MANHOLE PSI
PVI
SEWER MANHOLE RCP
POWER POLE RMWD
EDGE OF PAVEMENT R/W
STA
ASPHALT STD
CONCRETE TCE
TYP
TREE AS NOTED vc
TOP OF SLOPE VCP
TOE OF SLOPE WV
TREE AND BRUSH LIMITS
!IO) T!J TI1} IB JAJ
& ASSOCIATES, INC.
;;05 Third Street Encinitas, CA 92024
760.942,5147 Fox 760.632,0164
ASPHALT CONCRETE
ASBESTOS CEMENT PIPE
ACCESS HOLE
ASSESSOR'S PARCEL NUMBER
BEGIN CURVE
BEGIN VERTICAL CURVf. ELEVATION
BEGIN VERTICAL CURVE STATION
CENTERLINE
CONCRETE
DIAMETER
DUCTILE IRON PIPE
DRAWING
ELECTRIC
END VERTICAL CURVE ELEVATION
END VERTICAL CURVE STATION
EXISTING
FIRE HYDRANT
FORCE MAIN
HIGH DENSITY POL YETYHLENE
HIGH PRESSURE
INVERT ELEVATION
PEDESTAL
PROPERTY LINE
POUNDS PER SQUARE INCH
POINT OF VERTICAL INTERSECTION
REINFORCED CONCRETE PIPE
RAINBOW MUNICIPAL WATER DISTRICT
RIGHT OF WAY
STATION
STANDARD
TEMOPORARY CONSTRUCTION EASEMENT
TYPICAL
Vf.RTICAL CURVf.
VITRIFIED CLAY PIPE
WATER VALVE
/1\ 45·.8///tT
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
I'
FOREST AV
LAS FLORES OR
BUENA VISTA WAY
PROJECT
LOCATION
LOCATION MAP
NOT TO SCALE
. SHEET NO.
DATE
1
2
3
4
5
6
INITIAL
OTHER APPROVAL
.
SHEET INDEX
DESCRIPTION
TITLE SHEET
PLAN AND PROFILE STA 0+85.98 TO STA 6+50
PLAN AND PROFILE STA 6+50 TO STA 13+67.38
PROJECT LAYOUT AND STAGING AREAS
EXISTING PUMP STATION DEMOLITION PLAN
DETAILS
"AS BUil T"
P.E. EXP. DATE
v2~ 71/.s/4?
'"INSPECTOR DATE
I SHiET I CITY OF CARLSBAD I SH~TS I
' ENGINEERING DEPARTMENT •
IMPROVEMENT PLANS FOR:
FOREST AVE.
HOD GRAVITY SE1NER PIPELINE
TITLE SHEET
APPROVED_ ~ ~ . ' 'o.' -.
C:,-3~· 0:I_ ~. "" ·C---_.a
DEPUTY CITY ENGINEER' PE EXPIRES DATE
OWN BY: PC
I
PROJECT NO. I DRAWING NO. DATE INITIAL CHKD BY: BB 3495 412-4 crrv APPROVAL RVWD BY: ~Q
. .
(
8" VCP
DRILL PATH
r60-
150......1
140__;
130 ......... ·
120---
I .
1
f,
j --
'
UPON COMPLETION AND
ACTIVATIOi~ OF NEW OUTLET, *
i" RTI ?/Ff I :ti* WITII S!NB
AND INSTALL CONCRETE PLUG
SEE SIIEET 5 APN: 156-270.,-43
1+12.50 CENTER OF
.EXISTING PS TO BE
ABANDONED. SEE SHEET 5
' -----:-+--',I-\ 1-
G
A~PROXIMATE
DRILL RIG
LOCATION ;
DURING PIPE
PULLBACK
. HOD D~ILL
G PATH \
8"\ VCP
\ g:i J\;j
, f
APN: 156-\150-23
! PC~U J-\
i ?
10" HOPE DR9 . '
.. ' I : i i I ! I :
•••i•••~•••••••••,-""f•~•J ••-; --~!..4-L-~,.,j•·•>-a
i~vJRt d:-~IPE
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L
SCALE: 1"=40' I-IO~fZ I . '
11"=8~ VERT '
i '
. i
' ·-i 0)
t'i ........ o
~
~·
2 3 4 5 6
\
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. '
CONTROL / J POINT "B" /
i APN: 156-270-44 APN: 156-:V0-45 APN: 156-270-46
I
J\IJJ.\P 1t B 7 5
/ " APN: 156-27QL47 APN:156-270-48
"CAUTION• 1t .. 5 f3 7
\ ' \
APN: i 56-2;1_49
i
i
. G.
Q f 0 \.
i---
2•8~P V:;s ORG VC SEi G HDPE SEWER!'... G i . f \
·... 3 re! \ 1·. I ' q) I
'-.__ -~:-i'--FH +-.,.....------''----I ~ -~ -r"° _.,.._,_ -,;'"I . -: U) t,-
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---------
! / / G ~ ~ P J\IY 5 B 2 8/
·. ·. . ·1. +61.37, BC, \NE .. W AH NO. J EB/ J ~ ~ , ,, 1
3 1} t, \SEE DETAIL \, ___!__ I~ , ln. I APN: 156-152-ds /
APP1dL30B5: ) 6 .·' ',~1 /' ~', 1,/
1 ,/ I
PLAN
SCALE: 1"=40'
SEWER DATA TABLE
NO. Be.ARING /uEL TA RADIUS LENGTH DESCRIPTION
. . j
I" -! ...
110U
I ~---
J. .
1+e1.57 AH No. 3
1· '
8''.LYCP OR . .PYC ... .t ········~
,@ -1.35%
. PROFll..E S111SEWER
.. .SCALE: ... 1.";=40' HdRIZ .
1 "==8' VERiT •
7. OPEN TRENCH INSTALLED HDPE PIPE MAY BE CUT TO FIT FOR CONNECTION WITH' ELECTRO FUSION COUPLINGS PER SPEC.
8. WORK SHALL BE CONTAINED WITHIN THE CROSS-HATCHED STAGING AREAS SHOWN ON SHEET 4 OF THESE PLANS. THE AREA AVAILABLE IS LIMITED
BY STREET RIGHT OF WAY LIMITS AND A REQUIREMENT TO KEEP AT LEAST ONE-HALF OF THE STREET OPEN AT ALL TIMES. MAINTENANCE OF
REASONABLE HOMEOWNER ACCESS TO ALL DRIVEWAYS SHALL BE MAINTAINED TO THE SATISFACTION OF THE CITY.
9. ALL UNDERGROUND UTILITIES WITHIN 10 FEET OF THE HDD DRILL PATH SOUTHWEST OF STA 1+87.15 SHALL BE POTHOLED AFTER USA ALERT MAR!<-
OUT AND PRIOR TO PILOT HOLE DRILLING. ANY UTILITY CONFLICTS WITH THE PROPOSED DESIGN SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION
OF THE ENGINEER.
10. THERE ARE EXTENSIVE OVERHEAD POWER LINES IN THE AREA OF WORK. CONTRACTOR SHALL VISIT SITE PRIOR TO BIDDING AND INCLUDE THE COST
AND EFFORT OF COORDINATION AROUND, OR TEMPORARY RELOCATION IN ACCORDANCE WITH SDG&E REQUIREMENTS OF, ANY INTERFERING POWER LINES.
11. THERE IS A 2-INCH DIAMETER AND OTHER SMALL DIAMETER HIGH PRESSURE GAS LINES IN THE VICINITY OF THE WORK. CONTRACTOR SHALL
COORDINATE WITH AND FOLLOW ALL REQUIREMENTS OF SDG&E TO AVOID DAMAGE TO THE GAS LINES. CONTRACTOR SHALL INCLUDE THE COST OF
TEMPORARY OR PERMANENT GAS LINE RELOCATION IN THE BID AMOUNT WITHOUT FURTHER COST TO THE OWNER, IF REQUIRED TO COMPLETE THE
SEWER INSTALLATION.
12. ALL DAMAGED EXISTING PUBLIC AND PRIVATE IMPROVEMENTS SHALL BE REPLACED IN KIND TO THE SATISFACTION OF THE CITY.
13. CONTRACTOR SHALL SUBMIT AN EQUIPMENT STAGING AND TRAFFIC CONTROL PLAN TO THE CITY OF CARLSBAD FOR REVIEW WITH APPROVAL AND
ISSUANCE OF A STREET ENCROACHMENT PERMIT FROM THE CITY OF CARLSBAD PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL COMPLY
WITH ALL REQUIREMENTS OF THE APPROVED CITY TRAFFIC CONTROL PLAN AND ENCROACHMENT PERMIT. AT LEAST ONE-HALF OF ALL STREET WIDTHS
SHALL BE KEPT OPEN AT ALL TIMES.
14. ALSO SEE THE NOTES OF SHEETS J AND 4 AS WELL AS ALL OTHER CONTRACT REQUIREMENTS.
IMPROVEMENTS IN THE STREET RIGHT OF WAY, DRIVEWAY ACCESS, ETC .
16, US£ J.//G,/1 t;,4,fLY 5TREiNGTJI CO:VCRGTE ;:-OR !J/JGE FOP .Jill /ICC§SS J.IOL!i.9.
"AS BUil T"
P,E. EXP. DATE
~:?c2i' :,/,.s-/4(
INSPECTOR DATE
I SH:ET I CITY OF CARLSBAD [SH~TS I
ENGINEERING DEPARTMENT
IMPROVEMENT PLANS FOR:
FOREST AVE.
HOD GRAVITY SEWER PIPELINE N
I 111
[2J
~
[!]
N'>7'09'21 "F"
/:,,• 29i 8' 49•
N78"48'05"W
61.57
50.00 25.58
17.10
a• VCP SEWER
10" HOPE DR9 SEWER
B" VCP OR PVC SEWER [IDJ.~~WJ[Sffl] PLAN AND PROF,LE STA 0+85.98 TO 6+50
APPROVE~-<~ .. .......,___. (;.-84-~ ~40,.r GRAPHIC SCALE N55'58'32"E Ii 462.85 10" HDPE DR9 SEWER
1 INCH = 40 FT.
r: \[ngineering\Carisbad\3567 Forest LS Conversion and Sewer Pipeline\CAO\0wg\3567-01 ppa.dwg Jun 26, 2003 -2:28pm
& ASSOCIATES, INC.
605 Third Street Encinitas, CA 92024
760.942.5147 fax 760.632.0164
11\ AS• J:4tl/.t r
DATE INITIAL DATE INITIAL
ENGINEER OF WORK REI/ISION DESCRIPTION OTHER APPROVAL
DEPUTY CITY ENGINEER PE EXPIRES DATE
DWN BY: PC
I
PRO,'ECT NO, I DRAWING NO, DATE INITIAL CHKD BY: RB 3495 CITY APPROVAL RVWD BY: SD 412-4
f
'
I
180;__;
170-
100-
90-
6
GRAPHIC SCALE
40 80 :_~I
1 INCH = 40 FT.
7 8 9 10
SEWER DATA TABLE
NO. BEARING ELTA RADIUS LENGTH DESCRIPTION
[j] N55'58'32"E 108.71 10• HOPE DR9 SEWER
P: \Engineering\Cor/sbad\356'7 F'orcsi LS Conversion and Sewer Pipeline\CAO\Dwg\3567-01 ppb.dwg Jun 26, 2003 -2:29pm
1-
.
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PLAN
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. PROPOSED .... GRADE} T
_,,, __
' ' . ' . .. +------·
13
,;,im~~
& ASSOCIATES, INC.
605 Third Street Encinitas, CA 92024
760.942.5147 Fax 760.632.0164
14
! i
DATE INITIAL
ENGINEER OF WORK
A6· .6llllT
'.,
1
''"'" : ... _
... 1
j ' . '"' -----·~-•'•"' ,., =··••-·>··.' -~--·"'··-: .
3. COLLECTION, TRANSPORT, AND DISPOSAL OF ALL DRILLING MUD AND SPOILS SHALL BE
PROVIDED BY CONTRACTOR WHETHER RETRIEVED AT THE DRILL SIDE, PIPE SIDE, OR LOCATION OF
ANY INADVERTENT RETURNS AND SHALL BE COMPLETED IN A MANNER SUBMITTED FOR REVIEW
AND AFTER APPROVAL OF THE ENGINEER. DRILLING MUD AND SPOILS S~ALL ONLY BE DISPOSED
OF IN A LEGAL MANNER COMPLYING WITH LAWS AND REGULATIONS GOVERNING SUCH DISPOSAL.
4. THE AREA OF PARCELS APN 156-080-13 AND 156-340-18 IS WITHIN THE CITY OF CARLSBAD
"HOSP GROVE." THERE IS AN EXTENSIVE EUCALYPTUS TREE GROVE ON THESE PARCELS.
EUCALYPTUS TREES INTERFERING WITH THE WORK MAY BE CUT DOWN ONLY WITHIN THE AREA 0F
DESIGNATED TEMPORARY CONSTRUCTION EASEMENT AS SHOWN ON THE PLANS OR WITH THE
PRIOR WRITTEN APPROVAL OF THE CITY INSPECTOR. TREES SHALL NOT BE WILFULLY ABUSED OR
DAMAGED.
5. PIPE STRING SHALL BE LAID OUT ALONG THE WEST SIDE OF MONROE DRIVE. THE PIPE STRING
SHALL BE SUPPORTED OFF THE GROUND ON ROLLERS OR ON SOME OTHER NON-ABRASIVE
SURFACE SUCH AS SAND BAGS. PIPE GOUGES OR SCRAPES EXCEEDING 0.1 INCHES IN DEPTH IN
THE PIPE SHALL BE SUBJECT TO REMOVAL FROM THE PIPE STRING AT NO ADDITIONAL EXPENSE
TO THE OWNER.
6. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLANS TO THE CITY FOR REVIEW AND
APPROVAL FOi? MONRO£ ORI/JE PR/Ok' lD 5£TTING VP TR/JFr/C CONTROL.
PARKING ALJ)NG THE EDGE OF MONROE WILL ONLY BE ALLOWED TO THE EXTENT ALLOWED BY THE
APPROVED TRAFrli:: {J)f.lTROt. Pl/l/.1,
7. ALL DAMAGED PUBLIC AND PRIVATE IMPROVEMENTS SHALL BE REPLACED IN KIND TO THE
SATISFACTION OF THE CITY.
8. ALSO SEE THE NOTES OF SHEETS 2 AND 4 AS WELL AS ALL OTHER CONTRACT REQUIREMENTS.
9. C,RJJSS tlNED8W.4L£ .4/.ILJ !J/5T{/RfJElJ4R£4 SJ/ALL .8e
LEYMt/B COJ./DENSliTt/Srti/4AIT W/LO !?'IE) IN L/1/E-RS/
RtJSc?ors f'LdNrGo 1211 OJI C£NTE,f'
l!J. LISE 1/11311 EllRLV ST,RENGT/-1 CONt'£STS .Ft?;f BAS£ rt)lf
.4LL AtC£S6 l!OLES.
DATE INITIAL DATE INITIAL
"AS BUil T"
P.E. __ _ EXP. ___ _ DATE
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
DWN BY: PC PROJECT NO. I DRAWING NO.
CHKD BY: RB 3495 412-4
RVWD BY: -:2-.. L...-------J'------"
040406
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NOTES:
1. CONTRACTOR SHALL OBTAIN TRAFFIC CONTROL PLAN APPROVAL FROM THE CITY OF
CARLSBAD BASED ON THE CONTRACTORS WORK PLAN. f';f/0..f TJ ST.4/JIA/6 01: 8ETTIMG UP 17?/lFF/C cti!VTA'OL.
2. ALL DRIVEWAYS ON MONROE SHALL BE KEPT OPEN AT ALL TIMES, EXCEPT FOR A BRIEF SHUT DOWN DURING
ACTUAL PIPE PULLBACK, IF CITY APPROVED ALTERNATIVE EMERGENCY ACCESS IS MAINTAINED DURING THAT BRIEF
TIME.
3. CONTRACTOR SHALL KEEP A MINIMUM OF ONE-HALF WIDTH OF ALL ROADS OPEN AT ALL TIMES, IF IN ACCORDANCE
WITH A CONTRACTOR OBTAINED AND CITY APPROVED TRAFFIC CONTROL PLAN.
4. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL RESIDENTIAL DRIVEWAYS WITH IMMEDIATE PASSAGE TO ANY
HOMEOWNER REQUESTING ENTRY OR EXIT.
5. CONTR~CTOR SHALL RESTORE ANY DAMAGED PRIVATE OR PUBLIC IMPROVEMENTS TO ORIGINAL CONDITION TO THE
FULL SATISFACTION OF THE CITY.
6. FOR THE DRILL RIG AREA, SEE THE NOTES OF SHEET 2 REGARDING POWER LINES, SMALL DIAMETER HIGH PRESSURE
GAS LINES, AND OTHER UTILITIES.
7. THE CONTRACTOR AND INSPECTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY HEAVE, SUBSIDENCE, OR
INADVERTENT RETURNS OF DRILLING MUD ON THE PROJECT. THE CONTRACTOR SHALL IMMEDIATELY CHANGE
CONSTRUCTION METH"DS TO PREVENT CONTINUING HEAVE, SUBSIDENCE, OR INADVERTENT RETURNS FROM OCCURRING.
CORRECTION METHODS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL BEFORE THE
CONTRACTOR MAY AGAIN PROCEED.
8. ALSO SEE THE NOTES OF SHEETS 2 AND 3, AS WELL AS ALL OTHER CONTRACT REQUIREMENTS.
P: \Engineering\Carlsbad\3567 Forest LS Conversion and Sewer Pipeline\CAD\0wg\.3567-01 G2.dwg Jun 26, 200.3 -2· 20pm
GRAPHIC SCALE
60 0 60 120
1 INCH = 60 FT.
& ASSOCIATES, INC.
605 Third Street Encinitas, CA 92024
760.942.5147 Fax 760.632.0164
.
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INSPECT
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,,,,.,.,,r>',>,P'<, ,:i
DATE
t----t---t-------------+---+---+---+---1 I SH4EET I CITY OF CAR LS BAD I SHE6ETS I
ENGINEERING DEPARTMENT
~IMP:::::R=O=VE~M:::EN:::T::::::P=L=AN=S::::::F=O=R:===::::::::==='-==-=~
1/t,T
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTiiER APPROVAL CITY APPROVAL
FOREST AVE.
HOD GRAVITY SEWER PIPELINE
PROJECT LAYOUT AND STAGING AREAS
DEPUTY CITY ENGINEER PE EXPIRES
DWN BY: ec
CHKD BY: RB
RVWD BY: SD
PROJECT NO ..
3495
DATE
DRAWING NO.
412-4
PUMP LEVEL PLAN
SCALE: 3/4"=1'-0"
I *---J
. ~ . . .. '"M ¼ .,
,,,_-'"'' ' , ~
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EXISTING PUMP STATION SECTION
SCALE: 3/4"=1'-0"
P: \Engineering\Corlsbad\3567 Forest LS Conve,.sion and Sewer Pipeline\CAD\Dwg\3567-01 01.dwg Jun 26, 2003 -2:25pm
\
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0
0
0
0
0
0
0
LEGEND
REMOVE AND tv'$P05E EXISTING PUMP STATION COVER
AND APPURTENANCES.
EXISTING VENT PIPl,'IG HAS ALREADY BEEN REMOVED
FROM PUMP STATION
REMOVE AND Ol.3/7a56. EXISTING PUMPS, VALVES, PIPING
AND APPURTENANCES.
REMOVE AND DISPOSE OF EXISTING STEEL PUMP FLOOR
AND APPURTENANCES.
REMOVE AND Ol5P0S£ ALL EXISTING ABOVE GROUND
ELECTRICAL BOXES, CONDUITS, PEDESTAL, POLE AND
APPURTENANCES .
REMOVE AND DISPOSE OF EXISTING UPPER ACCESS HOLE
RINGS.
PUMP STATION COVER PLAN
CONTRACTOR SHALL PLUG THE EXISTING FORCE MAIN
WITH A MINIMUM 2-FEET LENGTH OF CONCRETE INSIDE
THE PIIPE WHERE IT IS CUT OFF AT THE DEMOLISHED
FOREST AVE PS AND AT THE POINT OF DISCHARGE IN A
MANHOLE LOCATED APPROXIMATELY 370 FEET SOUTH OF
FOREST AVE ON HIGHLAND DRIVE. OWNER TO PROVIDE
EXACT LOCATION IN FIELD DURING CONSTRUCTION. SCALE: 3/4"=1'-0"
ELECTRICAL SECTION
NOT TO SCALE
-JI p~.fr?1t:ffi?fgl'•TTP
·~(~)U¥)~1Jj'\':,
& ASSOCIATES, INC.
605 Third Street Encinitas, CA 92024
760.942.5147 Fax 760.632.0164
0
0
0
0
PLUG REMAINING SEWER INLET AT I.E. 146.51 FEET WITH
A MINIMUM 2-FEET LENGTH OF CONCRETE INSIDE THE
PIPE .
REMOVE EXISTING PUMP STATION SUBSTRUCTURE TO
APPROXIMATE ELEVATION 147-FEET JUST BELOW THE
EXISTING DROP SEWER INLETS .
FILL THE REMAINING STRUCTURE BELOW ELEV. 147.0
FEET WITH 2-SACK SLURRY MIX.
RE-ESTABLISH SUBGRADE FOR THE NEW SEWER TO BE
CONSTRUCTED THROUGH THE OLD PUMP STATION
LOCATION WITH ½-INCH CRUSHED ROCK.
"AS BU IL T"
P.E, __ EXP, __ _
REVIEWED BY:
DATE
~La4 2t1r/4
INSPECTOR DATE
I SH5EET I CITY OF CARLSBAD I SHE6ETS I t----+---+--------------+--t---t---+---1 ENGINEERING DEPARTMENT t----+---+--------------+--t---t---+---1
t----r---+--------------+--t----t----+-----t IMPROVEMENT PLANS FOR:
FOREST AVE.
HDD GRAVITY SEWER PIPE:LINE
PUMP STATION DEMOLITION PLAN
APPRO¥ED ..----:)/ ~· r; re~ .. , .. v---(4~3()-01 t----+---+--------------+--t---t---+---1 , DEPUTY CITY ENGINEER PE EXPIRES DATE
DWN BY: PC PROJECT NO. I DRAWING NO. DA TE IN'lllAL DA TE INITIAL BY RB ----~-+---~----< CHKD : 3495 412-4
OTHER APPROVAL CITY APPROVAL RVWD BY: SD
5-IJ, 'ltT
DA TE INITIAL
ENGINEER OF WORtK REVISION DESCRIPTION
t\ \ \ rr E~IST . NEW 1 O" HDPE
UPON COMPLETION AND
ACTIVATION OF NEW
OUTLET, FILL EXISTING
PIPELINE WITH SAND AND
INSTALL CONCRETE PLUG
\ \ 8 VCP FOR PROFILE SEE
\; \ EXIST 4' DIA SHEET 2 ---
' \, MANHOLE ---/ \\\
\ \ NEW 8" VCP OR PVC 0 ,--DROP CONNECTION
\~-~:;:: FOR PROFILE SEE PIPE, SEE DETAIL 2,
, ~ SHEET 2 /_t THIS SHEET
'-~~~\ IE OUT=146.64~ 1//. , ~
f j~:-;;;;. _ ~ . IE IN=146.84~ ,%-, 1 ~,,,,____EXIST 8" VCP
/ .·~""~ -~ '/.{/$,,c.,c;,~_,,_,.,. ...___NEW VCP/PVC COUPLING
~1E OUT=147 :-iJ ---_:_::· .,a,;·,,
/2 . 1/ 11 ,., .:;.,_;,,;:.,., "---8" PVC \ 1 -..... ""..;~;s. ~ / PQ~~~;~~~ ~ / ~ ~ ~ IE IN=150.96 '// ~ . , /1/ 0 _,, '-IE IN=146.84
~ , N~ ...,___ NEW 5' DIA
MANHOLE PER
CMWD STD
DWG S-1
NEW MH
8" VCP
MANHOLE
CONNECTION DETAIL 1
NOT TO SCALE '-2
12
•
• •
• • •
, g~T-~t,ID PROVIDE HUBLESS
M-----fl_lF-',,FFE --------+~ RUBBER COUPLING
' AS SHOWN-'
0
1 ~ W/ 316 SS SCREW CLAMPS
. 21 L V T P',~ ~ • ..........,.., ,-, ~\_-----,I
• f-c"c+--------l ~tu
• • EXIST
8" VCP .. -
VCP /PVC COUPLING •. 8" PVC~ ~,
. . · ,,,,--PROVIDE 3 316 SS
...,-•~----;J...J:;i½!J/ BRACKETS W/ 1/2" DIA.
•-~-~ • 316 SS EPOXY ANCHORS
;' SEE DETAIL 4, THIS SHEET
-.
• -.' -90' VCP ELBOW
""-;;-·" C +-----____, ' '1/' / ROTA TED PER PLAN '--------.u-~,-.,......1 -t..~r SEE DETAIL 1
/.1-~-DROP CONNECTION PIPE
-·----• INVERT SHALL MATCH THE
MANHOLE CHANNEL
DETAIL
NOT TO SCALE
ll5E II/GIi E4RLV STtfeA/Gf/1
COIIICl?E TE FOR g11sE Fo;r /ILL
4CCESB I/OLES.
EB
P: \Engmeenng\Car/sbad\3567 rarest LS Conversion and Sewer Pipe!me\CAD\Dwg\.3.'567-01 D2.dwg Jun 26, 2003 -2 25pm
10" HDPE
BASE~~
CAST-IN-PLACE
BASE-----.
12·
I -· -MANHOLE
r-.;-,,.-.-_.'----J_ · ·--v NO. 2 AND NO. 3 l. . ·. _·. ". ~ ..
I .• - . . . . . . .
•• . ,cl •
~-' _: ...... . • .:i ~ -. . .
-I-T-a....1--1--
I-+-------J<----+-; --+--
L __ _1_ ----u::::..:::..:~==1;=:¼=::;:--L-t::..._t; •• -
1 : -~-.' '-.:.:.. • N :.-,.4' •. --. ~
1.:. . , --: · . • • ANCHOR RING
..,___ ----,~-. • . PER INDEPENDENT
· --• -PIPE PRODUCTS
'( · '. -OR APPROVED EQUAL
\ · ..
\. . ,-. :.
~ . ~ ,.
\ ,_.
HDPE TO ACCESS HOLE
CONNECTION DETAIL
NOT TO SCALE
BEND BAR 15' {TYP) 7
\ .
LEGEND
1 1/2"
(TYP)
4•
(TYP)
0 NEW 8" PVC PIPE
•
4•
(TYP)
VAR I
1 1/2" 1 1/2"
(TYP) (TYP)
4•
(TYP)
eL~~
0 NEW 1/2" x 2 1/2" TYPE 316 STAINLESS STEEL BAR, ROLL INSIDE DIA
OF BAR TO OUTSIDE DIA OF PIPE (TYP)
0 NEW 1/2" x 2 1/2" TYPE 316 STAINLESS STEEL BAR (TYP)
0DRILL 13/16" DIA HOLE FOR 3/4" DIA BOLT (TYP)
0 NEW 3/4" DIA STAINLESS STEEL BOLT, NUT AND WASHER (TYP)
0 DRILL 11 /16" DIA HOLE FOR 5/8" DIA ADHESIVE ANCHOR BOLT (TYP)
0 NEW 5/8" DIA ADHESIVE ANCHOR BOLT W/ STAINLESS STEEL STUD, NUT
AND WASHER, 5" MIN EMBED (TYP)
PIPE SUPPORT DET'AIL
NOT TO SCALE
•
<,fi~iz~ ~ V> No. 26514 G) "'
* Expires *
.J', 3/Si /04 t 1
'-1 CIVIi. /4,'/J
Of c~c\~
-
& ASSOCIATES, INC.
605 Third Street Encinilas, CA 92024
760.942.5147 Fax 760.632.0164
"AS BU I LT"
P.E. __ _ EXP. __ _ DATE
REVIEWED BY: _ /
?:Yd..-" ,:y,-.,7 If
INSPECTOR DA TE
fSHm7 CITY OF CARLSBAD fsHEETS I 1-----+---+--------------+---+---t--+---t ~ ENGINEERING DEPARTMENT L 6 1-----+---+--------------+---+---t--+----I l----+----4---------------+----+----+--+-----I IMPROVEMENT PLANS FOR:
/1\ s!S-Bt//LT
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
FOREST AVE.
HOD GRAVITY SEWER PIPELINE
DETAILS
&Pw,; < ~d,oe• .__
DEPUTY CITY ENGINEER PE EXPIRES
DWN BY: f-'C I 1-'-0A_TE:;.__i_;__IN ___ I T---IAL-+-_DA_TE-----1_1N_ITI_AL-I CHK D BY: R3
OTHER APPROVAL CITY APPROVAL RVWD BY: SD _
PROJECT NO.
3495
~-.12-a:z
DATE
I
DRAWING NO.
_ 412-4
t