HomeMy WebLinkAboutDWG 410-2; 3891; EL CAMINO REAL SEWER - TAMARACK TO CHESTNUT; 01-08CONSTRUCTION PLANS
FOR
EL CAMINO REAL SEWER
TAMARACK AVENUE TO CHESTNUT AVENUE
(CONTRACT NO. 38911)
CITY OF CARLSBAD, CALIFORNIA
CITY COUNCIL
CLAUDE A 11 BUD 11 LEWIS -MAYOR
RAMONA FINNILA -MAYOR PRO TEM
ANN J. KULCHIN -COUNCIL MEMBER
MATT HALL -COUNCIL MEMBER
JULIANNE NYGAARD -COUNCIL MEMBER
RAYMOND PATCHETT
CITY MANAGER
LLOYD HUBBS
PUBLIC WORKS DIRECTOR
GLENN PRUIM
DEPUTY PUBLIC WORKS DIRECTOR, ENGINEERING
JUNE 2003
ENGINEER Of" WORK
[§}~~ (,!,o/o;
ENGINEER DAVID P. AHLES D0ATE
R.C.E. NO. C43772 EXP. 6/30/05
"AS BUILT"
RCE EXP. DATE
REVIEWED BY:
INSPECTOR DATE
l----------------+--------+-------+---~----+-----+---+------1 fs¥7 CITY OF CARLSBAD I SHEETS I L_J_J ENGINEERING DEPARTMENT 8
EL CAMINO REAL SEWER
TAMARACK AVENUE TO CHESTNUT AVENUE
TITLE SHEET
1------------------+------+--------+-------+----+----+------l APPRO~ED,, WILLIA~ E. P• '""'ER DATE
1------------------+----~+---------+-------+----+----+------l .i~:-.,...,, Y h" ---~ "',, .----G-30--PL
1----+----+--------+--+----+------+-------J DEPUTY PUBLIC WORKS DIRECTOR RCE~ EXP 3-3]-06
OWN BY: --I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKO BY:_ 3891 41 Q-2
OTHER APPROVAL CITY APPROVAL RYWD BY:
DATE INITIAL ~
ENGINEER OF WORK REVISION DESCRIPTION
I
GENERAL NOTES
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY
OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-
OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND
OMISSIONS DISCOVERED DURING CONSTRUCT/ON. ALL PLAN REVISIONS SHALL
BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE RfQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERT/FICA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON THE PERM!TTEE'S POLICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE: OF LIABILITY. THE INSURANCE:
COMPANY WRITING THE POLICY MUST HA VE A RA TING OF "A" AND A SIZ/::
CATEGORY OF CLASS VAS ESTABLISHED BY "BESTS" KEY RATING GUIDE.
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINfD FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED
IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE
IMPROVEMENT AGRfEMENT.
7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT TH[ WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET.
8. ORIGINAL ORA WINGS SHALL BECOME TH[ PROPERTY OF THE CITY UPON Bf/NG
SIGNED BY THE CITY ENGINEER.
9. THE ORIGINAL ORA WING SHALL BE REVISED TO REFLfCT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCT/ON.
11. WHfRE TRENCHES ARE WITHIN CITY EASfMENTS, A SOILS REPORT COMPRISED OF:
(A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL fNG/NEER OF THE STA TE OF
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO TH[ CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE
WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO
THE CITY ENGINEERING INSPECTOR UPON COMPLETION or THE FIELD TESTS.
12. A PRECONSTRIICVON MEEDNG SHAil BF HFI O AT THE SITE PRIOR TO THE
BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES
RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL
OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHfDULE THE MEETING
THROUGH THE PERMIT CLERK( 438-3634) AT LEAST FIVE(5) WORKING DAYS PRIOR
TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO
SCHEDULING.
13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE
MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT
W9i338-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M.
NHF DAY BEFORE THE INSPECVON IS NEEDED INSPECTIONS WILL BE MAD£
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MAD[ AFTER
2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE or WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION
THERf/N. THIS PLAN MUST Bf PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THE PLAN VAR/fS FROM THE SHORING SYSTEM
STANDARDS FSTABI !SHED BY THE CONSTRllCVON SAFETY ORDERS TITI f 8
CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A
REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO
EXCAVATION.
16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE
DURING CONSTRUCTION, OPFRAVONS Wll l CFASE IMMEDIA[Fl Y AND THE
PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED
GRADING EQUIPMENT SHALL Bf LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERATIONS SHALL Bf CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL 7WO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE
OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT or THE
GRADING OPERATION.
19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED
BLASTING PROGRAM.
20. THE EXISTENCE AND LOCATION or UTILITY STRUC7URES AND FACILITIES SHOWN
ON THE CONSTRUCTION PLANS WE.RE OBTAINED BY A SEARCH OF THE AVAILABLE
RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER
UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT
FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
, PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND
ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN.
21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
( ABOVEGROUND AND UNDERGROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCT/ON
PLANS IF IT IS FOUND THAT THE AC7VAL LOCATIONS ARE" IN CONFLICT WITH
THE PROPOSED WORK.
22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCl70N NEAR THEIR
FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT
SDG&E
SBC/PACIFIC BELL
CITY OF CARLSBAD(STREETS AND STORM DRAIN)
CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER)
KINDER-MORGAN ENERGY PARTNERS
AT&T
ADELPHIA
COX COMMUN/CATIONS
H: \ CIP\3891 \PLANSandEXHIBlTS\3891 _shtlf1 ~ 7\Sht2.dwg
1-800-422-4133
(760)438-6200
{760)489-3441
(760)434-2980
(760)438-3367
(619)283-4813
EL CAMINO REAL SEWER WORK TO BE DONE
THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE
FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED
BY THE" Cl TY ENGINEER.
TAMARA CK A VENUE TO CHESTNUT A VENUE 1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
CITY OF OCEANSIDE
HIGHWAY 7B
CITY OF VISTA
~<#
( ~ITY OF
:,....----\ 4 SAN t-4ARCOS
PACIFIC
OCEAN
NOT TO
SCALE
CITY Of ENCINITAS
VICINITY MAP
SEWER NOTES
1. SEWER MAIN AND APPURTENANCtS SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE "CARLSBAD MUNICIPAL WATER DISTRICT'S SEWER SYSTEM -DESIGN
CRITERIA, STANDARD DRAWING AND SPECIFICATIONS", AND THE STANDARD
SPECIF/CATIONS, MARCH 1993, AND THE STANDARD SPECIF/CATIONS FOR
PUBLIC WORKS CONSTRUCTION, LATEST EDITION (GREEN BOOK).
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION
OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL
PROVISIONS OF THE STA TE CONSTRUCTION SAFETY ORDERS.
3. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM, A PERMIT
SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED
BY THE DISTRICT'S ENGINEER AND SUPERINTENDENT.
4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT
OF WAY PERMIT SHALL BE REQUIRED.
5. THE CONTRACTOR SHALL NOTIFY THE CITY or CARLSBAD ENGINEERING
INSPECTION 48 HOURS PRIOR TO THE BEGINNING or CONSTRUCTION.
(TELEPHONE NO. [760] 438-3891)
6. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED
WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH
PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL Bf PLUGGED
WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER.
7. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK
SHALL BE RE"ESTABLISHED, PERPE7UA TED, AND DOCUMENTED PER THE
PROFESSIONAL LAND SURVEYORS ACT.
B. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL Bf PROVIDED TO THE CITY
ENGINEERING /NSPE"CTOR.
KINDER MORGAN FUEL PIPELINE NOTES
1. NOTIFY KINDER MORGAN'S AREA MANAGER, MR. R.C. BISHOP AT (619) 283-4813
AT LEAST ONE WEEK PRIOR TO COMMENCEMENT OF WORK.
2. EXPOSE KINDER MORGAN'S PIPELINES BY HAND EXCAVATION AT POINT OF SEWER
TRANSMISSION FACILITY CROSSING PRIOR TO UTILIZING POWER EQUIPMENT.
POTHOLES MUST BE PERFORMED IN THE PRESENCE OF A PIPELINE REPRESENTATIVE.
3. PROVIDE A MINIMUM OF TWNTY-FOUR (24) INCHES OF VERTICAL CLEARANCE
AT CROSSING OF KINDER MORGAN'S PIPELINES, EXCEPT WHERE VAR/A TION JS
NOTED ON PLANS.
REFERENCE DRAWINGS:
EL CAMINO REAL WATER MAIN REPLACEMENT
RELIEF SEWER AT EL CAMINO REAL
EL CAMINO REAL IMPROVEMENTS PLAN
TAMARACK AVE. IMPROVEMENT PLAN
CMWIJ 90-101
CITY OF CARLSBAD DWG 272-3
CITY OF CARLSBAD DWG 179-3
CITY OF CARLSBAD DWG 179-3
1
\_ CHESTNUT #'
~
LOCATION
~-<c
4e
~~,. Ill
~
'c'Sr 9--'r"'f-"\J'c...
\ 'r\1-,~
f{
C'
{f "'¾,110
~
i
3. THIS SET or PLANS
4. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
BOOK).
5. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED
BY THE CITY OF CARLSBAD STANDARDS.
6. THE CARLSBAD MUNICIPAL WATER DISTRICT'S STANDARDS AND SPECIF/CATIONS
FOR WATER, SEWER AND RECLAIMED WATER.
DESCRIPTION
PROPOSED SEWER ~AIN SDRJS
PROPOSED SEWER MAIN ACCESSHOLE
PROPOSED SEWER MAIN CLEANOUT
PROPOSED SEWER LATERAL
EXISTING FEATURES
EXISTING WATER SERVICE
EXISTING WATER MAIN W/VALVES
EXISTING GAS MAIN
EXISTING SEWER MAIN AND ACCESS HOLE
POWER POLE
GUY POLE
GUY WIRE
GAS METER
MAIL BOX
STORM DRAIN MANHOLE
SIGN
STREET LIGHT
TELEPHONE MANHOLE
TELEPHONE RISER
CATV RISER
LEGEND
DWG. NO.
DWG. NO. S5
DWG. NO. S6
DWG. NO. S6
DWG. NO. S7
SYMBOL
®-------1
~--j
-w---
-G---
~""---q,,,
Q.,
(--
llllGM
Iii,
~
.a.
LOCATION MAP ELECTRIC RISER
ELECTRIC METER
ABBREVIATIONS
AC ASPHALT CONCRETE
ACP ASBESTOS CEMENT PIPE
AH ACCESS HOLE
APN ASSESSOR'S PARCEL MAP
BC BEGIN CURVE
BVCE BEGIN VERTICAL CURVE ELEVATION
BVCS BEGIN VERTICAL CURVE STATION
C CENTERLINE
CONC CONCRETE
!21 DIAMETER
DIP DUCTILE IRON PIPE
DWG DRAWING
ELEC ELECTRIC
EVCE ENO VERTICAL CURVE ELEVATION
[VCS END VERTICAL CURVE STATION
EXIST EXISTING
FH FIRE HYDRANT
FM FORCE MAIN
HOPE HIGH DENSITY POLYETHYLENE
HP HIGH PRESSURE
I.[. INVERT ELEVATION
PED PEDESTAL
PL PROPERTY LIN[
PSI POUND PER SQUARE INCH
PVI POINT OF VERTICAL INTERSECT/ON
RCP REINFORCED CONCRETE PIPE
R/W RIGHT or WAY
STA STATION sm STANDARD
TCE TEMPORARY CONSTRUCTION EASEMENT
TYP TYPICAL
VC VERTICAL CUR VE
VCP VITRIFIED CLAY PIPE
WV WATER VAL VE
PULL BOX
TRAFFIC SIGNAL
STREET NAME SIGN
EDGE Of PAVEMENT
GATE POST
SHEET
NO.
1 Title Sheet
0
SHEET INDEX
DESCRIPTION
2 Vicinity & Location Map, Legend, Notes, Sheet Index
3 Plan & Profile STA 10+00 to STA 16+20
4 Pion & Profile STA 16+20 to STA 26+50
5 Pion & Profile STA 26+50 to STA 36+40
6 Pion & Profile STA 36+40 to STA 46+60
7 Plan & Prof,1e STA 46+60 to STA 53+10
B Pion & Profile Private Street STA 10+00 to STA 15+20
ENGINEER OF WORK
-:-,... . " ,(y rffiQ-~ ( Jt_;
ENGINEER DAVID P. AHLES
R.C.E. NO. C43772 EXP. 6/.30/05
"AS BUILT"
RCE ____ EXP.
REVIEWED BY:
INSPECTOR
e;;/30/o}
DATE
DATE
DATE
1------+--+-----------+---f----+-------+---l~ CITY OF CARLSBAD I SH8EETS 1 ~ ENGINEERING DEPARTMENT
BASIS OF BEARING
CENTER LINE OF HIGHLAND DRIVE
PER ROS 172 71
EPOCH 1991.35
EL CAMINO REAL SEWER
TAMARACK A VENUE TO CHESTNUT A VENUE
... ····-·-t----t-------------------t-----+---+---+----1 VICINITY & LOCATION MAP, LEGEND
NOTES, SHEET INDEX
APPROVED , WILLIAM E Ut,0,4ER DATE
I J .,, .# • _, ~------"" -t;-;JQ-07
DEPUTY PUBLIC WORKS DIRECTOR RCf 28176 EXP 3 31 06
DATE INITIAL
ENGINEER or WORK REVISION DESCRIPTION
DWN BY:----I PROJECT NO. I DRAWING NO. r-_DA_T_E ~_IN_IT_IA_L-+-_D_A_TE~_IN_IT_IA_L_, CHKD BY:____ 3891 41 Q-2
OTHER APPROVAL CITY APPROVAL i.:rNW=D~BY:!;:e====J ._ ________ _. ._ ____ _,
l.
C
~
N G')
0 .... .,::.
00 ~
I i
'I
__J ~00
(./) .
~
~ vi 7 -I-w w
LL --z
0 n
tu I t.J
0 ~, -,,.;
0,
(./) ~, -V ~ w
__J w
(./) ~,
~I ~,
,... $1 ~-.,..,
I
16·-00
t.J __,
0 0)
.,:
0)
1s-~oo
TOP 01 PIPE
14-~oo
PROFILE
SCALE: HORIZ 1''=40
VERT 1"=8'
13--00
PIPELINE DATA TABLE
BEARING/fl RADIUS LENGTH
(]) NB4i9'2o·w 120.00'
0 N60"00'09"W 450.02'
--
a;
,-.:
"' "'-
APPRO, MA TE SURFACE
OVER P OPOSED 0 ~ ~
',Ji • 0 c:, -CJ SEWER /NE ~-~ 52 ,-.: <5 (/)
-----------
-c:i ~ -,'2: • 8 ,.. • ~ :c "' ~ ~ (/) "'( ,-.: ~ (/) ,-.:
~ (/) <ti -x -.... -CJ "'( --.... __ --
' I I
V
t.J __,
(/) 2 x vi :,. <3 (/) CJ (/) h 8 c3 ' ' ~ 2 ... ~ c'; ~ "'( ,-.: ,-.: -(/) (/) ,-.: ,-.: x x (/) t...i ~ (/) CJ x x CJ CJ .;::. (/) CJ --t-
.
V
-~---
V V I I
I I I I
'v' 11
--......,;I I /\"
-
12--00 11 -~oo 10-00
NOTES:
1. LOCA noN OF LATERALS TO BE DETERMINED WITH CONTRACTOR
CONSULTING WITH INSPECTOR. (10' MIN. FROM PROPERTY LINE).
2. CONTRACTOR SHALL REPLACE ALL EXISTING LANDSCAPING AND
REPAIR /RR/GA TION SYSTEM DAMAGED FROM CONSTRUCT/ON.
J. EXISTING UNDERGROUND FACILITIES HA VE NOT BEEN POTHOLED,
CONTRACTOR SHALL VERIFY LOCATIONS.
4. TRENCH RESURFACING SHALL BE DONE PER SDRSD G-24,
TYPE A
5. RECONSTRUCT MANHOLE BASE TO PROVIDE SMOOTH TRANSITION
OF FLOW.
--
II
I
II
--
I
I
I
I
-t 0 I ~
~
~
i=-w w
LL ._.
z
n 0
V I-~
__J w
,..
V
Z2---40 0
BEGIN CONSTRUCnON
CONNECT TO EXIST.
ACCESSHOLE (SEE NOTE 5
STA. 10+00.00
40
SCALE: 1" -
THIS SHEET)
80
40'
G --
120
ENGINEER OF WORK
ENGINEER DA P. AHLES
R.C.E. NO. C43772 EXP. 6/30/05
"AS BUILT"
RCE ____ EXP. ___ _ DATE
REVIEWED BY:
INSPECTOR DATE
1----------+---+------------+---I-------+-----+-----< fs¥l CITY OF CAR LS BAD ~ ENGINEERING DEPARTMENT
DA TE INITIAL
ENGIN[[R or WORK REVISION DESCRIPTION
EL CAMINO REAL SEWER
TAMARACK AVENUE TO CHESTNUT AVENUE
PLAN & PROFILE
STA 10+00 TO STA 16+20
APPROVED WILLIAM E~tR DATE ~--< .. , <= ~-J()-03
DEPUTY PUBLIC WORKS !RECTOR RCE 2!17Ji . EXP 3,-31-06 .
DWN BY: ----1 DATE INITIAL DATE INITIAL CHKD BY: __ _
f--OT-H-ER-AP~P-RO-V-AL-+-c-,r-Y-A~PP_R_OV_A_L-1 L!R~VW!!;D~BY2..:,:====-'
PROJECT NO.
3891 I DRAWING NO.
. 410-2
..J ~4
(/) -~
~
i=-w w
LL -~ .. "n -I._...,
~ w
..J w
I
27· 00 26· 00 25-.-00
C
-------...
TOP OF P°ir'r -_ -----"r-------
APPROXIM, T£ SURFACI:
OVER PRO OSED
SEWER LIN
----"r"---L.u L.u ""--'"I" I-; L M .___. I • "'._,J,/4 CLEAR V ---_,
C -<ci "' -
24 .. oo
PIPELINE DA TA
Bl:ARING/,j RADIUS
@ 9'40'04" 2345'
0 9'49'43" 2345'
® 9'17'1 J" 2345'
-'
c:,
0,
Lri "' -
PROFILE
SCALE: HORIZ 1''=40
VERT 1"=8'
TABLE
Ll:NGTH
395.69'
402.27'
380.09'
-------
22-.. 00 21-.-00
NOTES:
1. LOCATION OF LA T£RALS TO BE DETERMINED WITH CONTRACTOR
CONSUL TING WITH INSPl:CTOR. (10' MIN. FROM PROPERTY LINE).
2. CONTRACTOR SHALL REPLACE ALL EXISTING LANDSCAPING ANO
REPAIR /RR/GA TION SYSTEM DAMAGED FROM CONSTRUCTION.
3. EXISTING UNDERGROUND FACILITIES HAVE NOT BEEN POTHOLED,
CONTRACTOR SHALL VERIFY LOCATIONS.
4. TRl:NCH Rl:SURFACING SHALL Bl: DONE PER SDRSD G-24,
TYPE A
L,j _,
c:, ----
------
L,j _,
Cl 0,
ci --
◄ At\
I • _: ..J
(/)
I
I
~
• ~ w
I
LO
LL -z
I ◄ f'\I'\ n
~ •
--------TOP OF Pll"E ----·--------
i.U lw
I ili
--I~ --_Io -------
, .... .., -~ w
..J w
C\J
...L . co
T"""
• ,~ I (/)
I
18-.. 00 17-.. oo
--
-----c,.) \ -----\ \
ENGINEER OF WORK
~~(R~
\
'
R.C.E. NO. C43772 EXP. 6/30/05
"AS BUILT"
RCE ____ EXP. ___ _ DATE
REVIEWED BY:
INSPECTOR DATE
l---+-----+---------------+--+-----+----1~ c1rY oF CARLSBAD I sH8EETS I ~ ENGINEERING DEPARTMENT
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL Cll"Y APPROVAL
EL CAMINO REAL SEWER
TAMARACK AVENUE TO CHESTNUT AVENUE
PLAN & PROFILE
STA 16+20 to STA 26+50
APPRO\[D WI_LLIAM E. PJJ,1/,0AER DATE
d,//4 -4 r .,_....,./4 ~-'"~~~
DEPUTY PUBLIC WORKS DIRECTOR RCE16.1H_ EXP 3-31-06
OWN BY: I PROJECT NO. I DRAWING NO.
CHKD BY: -~-1 ._ ___ 3_8_9_1 __ ~ 410-2 RVWO BY: .
_J ~00
(f)
~
~ .::-w w
LL -z ... -,n, -I • "" I-~ w
_J w
r::::n I .. __ a
I
I
-.
I
co I
tu
~I (f)
w
~I
0
-.::I" + co M
• :cc
Cl)
I
I
I
I
0 0 + "' (0
") (j .:e: ;::: '!; ,
0 -
36-1-00 35··00 34-1-00
PROFILE
SCALE: HORIZ 1 • 40
VERT 1''-8'
33-~oo
'---;
L. LJ .. -..:
I • 0,
: ;;l; -
32-1-00
..-APPROXIM
/ /11//:'~ ...
SEWER L/1
-----
Tr SURFACE: ,r,c:,:-r,
-----
31 1-00
------------------------.TOP OF PIP!"" --
30 ~oo 29•1-00 28· 00
----
Zl--40 0 40 80 ----
SCALE: 1" -40'
,.: I
:! I LJ -: ~ I C ~ I ~
I -
I
120
27-cQQ
I
I
I
I
I
I
I
I
I
I
-.::I"
I-w w
I
(f)
w w
(f)
~
+ co
C\I . ~ (f)
FBR -,•c7 -----ti FER 28+00 co I , ; 1--FBR -FBR FBR , --,>~\t~' --FBR rn M I-\ / \~t\, --FFJ, ----t FBR r-----
. --~;E-F-------/ '2J ':\~\ '-----R/w / '2J 3 ~ --~:;:+. -L--,~C2>'""'s 7-, ~ -_-_-_-_-_-_:_-_:_-_-___ -~,,,.-, ~.--.~------\ ~
<( I ~ STA, JJ+75 . 20 .. , a, "'.&\ 0 -
(f)I-;/; -"4+.'" "'sE"='WE"=R~L~A-=TE=R"'A~L =S.;,c"f:A=-~3=2-+~-~ ~ STA. 31+00 .:l; TA. 29+5 Ji ', oi \
e, ~ 4 SEWER LATERAL -, .. SE"~R LA=RAL es, 4" SEWER LATERAL "< ""+ _ W/CLEANOUT & , , O T & "> ii, ~ "~' ,c I ,o. J: END CAP PER W/ CLEAN U W/CLEANOUT & ,,: W/CLEANOUT & ;«. " ~ 00
STD DWG S7 V) "'< STD DWG S7 STD DWG S7 ;!; J:
OJ '< STD D WG S7 END CAP PER '°-J: END CAP PER t:; ~ END CAP PER v, ii, "'-'
I APN V) «
207-180-10
PIPELINE DA TA TABLE
APN
207-180-09 APN
..... , 207-180-08
APN
207-180-12
.inn
IVV
◄--I O 0
I • V
,5
-I
(f)
~
--I-~ -I w
ENGINEER OF WORK
:§)~ & ~._-;: ~'/W--+-'-fo~),
ENGINEER DAVID P. AHLES DATE
R.C.E. NO. C43772 EXP. 6/30/05
"AS BUILT"
RCE ___ _ EXP. ___ _ DATE
REVIEWED BY:
INSPECTOR DATE
BEARING/fl RADIUS LENGTH
~ CITY OF CARLSBAD I Sfi8EETS 1 t=====!====1================================t=====~====t====~====~ ~ ENGINEERING DEPARTMENT
@ N24'53'15"W 150.63'
0 2·14'26" 2334' 91.27'
@ N24"59'34"W 203.05'
@ N24"59'34"W 410.42'
NOTES:
1. LOCATION OF LA TfRALS TO Bf DfTfRMINfD WITH CONTRACTOR
CONSUL TING WITH INSPECTOR. (10' MIN. FROM PROPERTY LINE).
2. CONTRACTOR SHALL REPLACE ALL EXISTING LANDSCAPING AND
REPAIR IRRIGATION SYSTEM DAMAGED FROM CONSTRUCTION.
3. fXISTING UNDERGROUND FACILITIES HAVE NOT BEEN POTHOLED,
CONTRACTOR SHALL VERIFY LOCATIONS.
4. TRENCH RESURFACING SHALL Bf DONE PER SDRSD G-24,
TYPE A DATE INITIAL DATE INITIAL
ENGINEER OF WOR~ REVISION DESCRIPTION OTHER APPROVAL
DATE INITIAL
CITY APPROVAL
EL CAMINO REAL SEWER
TAMARACK A VENUE TO CHESTNUT A VENUE
PLAN & PROFILE PRIVATE STREET
STA 26+50 TO STA 36+40
APPRO~VED , WILLIAM E. PLU~MER --~ /, .,,,.,, -< ,:--;,_,,_
DEPUTY PUBLIC WORKS DIRECTOR RCE 28176
OWN BY: __ .
CHKD BY:
RVWD BY: -1 PROJECT NO.
3891
DATE
G,-.Jo-oz
EXP 3 31 06
I DRAWING NO.
. 410-2
(JI
0 ....
00
I
240
..J
Cl)
~
I
l I' -------i----------,-
.=--w w
LL --z 220
0 -~
I--4S L w F ~ e· w Pvc
I O -5.22,i-:c
C/)
w I w
Cl) I
0
LLJ ~ ..J w + I co
"-I"
• I ~ I C/) 200
I
lJ _,
0 -~
0 oo +-
~ci
.<!:
i'.!: :c: "' -.::
lJ _,
0 0, -~
4s-~oo
'
/
APPROX/MA TE SUI -ACE
OVER PROPOSED
SEWER LINE
/TOP OF PIPE
-~
PROFILE
SCALE: HORIZ 1"=40
VERT 1 "=8'
44 .... 00 43·►00
STA. 4!5+20
4" SEWER LATERAL
W/CLEANOUT &
END CAP PER
STD DWG S7
WELL MONUMENT
SDCO. ENG. DEPT.
N 2003929.102
E 6234519.665
MONUMENT BEARS
N 10"38'56" W
0.28' FROM C
PIPELINE DA TA TABLE
BEARING/I!. RADIUS LENGTH
® N24'59'34"W 306.68'
([J) 4'03'16" 2034' 143.93'
If]) 3'22'02" 2034' 119.53'
@ 2'00'36" 2034' 11.36'
q]; NI 3'12'22"W 262.65'
@ N13'12'22"W 151.34'
42
~ ~
~ p
v,
0 ~ <O 0, + -c:i • lJ ...
• <!: ... _, "' e','. :c:
,-.: ~ "' -.::
"' '<I' B 0 "' ----,..._ -
00
I l .
-l,J _,
0 -
NOTES:
lJ _,
~ -
;:;j
G:' • 0 -,-.:
"' >< l,J
------,
41 ~oo
CAUTION! EXISTING
FUEL LINE CROSSING
[il +.,
~a
.CZ:
;": :c: "' -.::
40· 00
1. LOCATION OF LATERALS TO BE DETERMINED WITH CONTRACTOR
CONSUL TING WITH INSPECTOR. (10' MIN. FROM PROPERTY LINE).
2. CONTRACTOR SHALL REPLACE ALL EXISTING LANDSCAPING AND
REPAIR /RR/GA TION SYSTEM DAMAGED FROM CONSTRUCTION.
3. EXISTING UNDERGROUND FACILITIES HAVE NOT BEEN POTHOLED,
CONTRACTOR SHALL VERIFY LOCATIONS.
4. TRENCH RESURFACING SHALL BE DONE PER SDRSD G-24,
TYPE A
-
39· 00 38· .. 00 37 .. oo
ZZ--40 0 40 80 120 ----
SCALE: 1" = 40'
-----
I
I
I
I
I~
I
I
I
I
I
I
w :c
Cl)
w w
Cl)
0
"-I" +
240
..J
C/)
~ -.=--w w
LL .__.
220 z
0 -~ > ~ w
200
ENGINEER OF WORK
1Ja-,--·,.P~ ~ '~"A
ENGINEER DAVID P. AHLESDE
R.C.E. NO. C43772 EXP. 6/30/05
"AS BUILT"
RCE ____ EXP. ___ _ DATE
REVIEWED BY:
INSPECTOR DATE
l-----+--+-----------+---l---+---------1---------j ~ CITY OF CARLSBAD I SHBEHS I ~ ENGINEERING DEPARTMENT
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
EL CAMINO REAL SEWER
TAMARACK AVENUE TO CHESTNUT AVENUE
PLAN & PROFILE
STA 36+40 TO STA 46+60
APPROVED WILLIAM ~MER DATE '('~ ~ -r,.. ~ > • • .l_....-c: (<,-3 D -Q;
DEPUTY~C WORKSIRE:CTOR Rcr 28]78 EXP 3-31-06
DWN BY:--------I
CHKD BY: __ _
L!RV=WO~BY~,===:::;J
PROJECT NO.
3891 I ~RAWING NO.
_ 410-2
C :e
0) G) a
00 .,::.
...lo
0
I I\)
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
11
I
I
I
I
PIPELINE DATA TABLE
BEARING/t, RADIUS L£NG11-f
@ N24"30'12"W 165.87'
..J
Cl)
:E
a
~ w
LL -z
0 -~
Cu ..J w
-
-
I'\ -n.
'V
PROFILE
SCALE: HORIZ 1 "=40
VERT 1"=8'
51 · -00 50-,-00
NOTES:
t. LOCATION OF LA TE:RALS TO 8£ D£T£RMINED WITH CONTRACTOR
CONSUL TING WITH INSPE:CTOR. (10' MIN. FROM PROPERTY LINE),
2. CONTRACTOR SHALL REPLACE ALL EXISTING LANDSCAPING AND
REPAIR /RR/GA TION SYSTEM DAMAGED FROM CONSTRUCTION.
3. EXISTING UNDERGROUND FACILITIES HAVE NOT BEEN P011-f0LED,
CONTRACTOR SHALL VERIFY LOCATIONS.
4. 'TRENCH RESURFACING SHALL BE DONE PER SDRSD G-24,
TYPE A
-"'
,._
If ,,
,,
APPROXIMATE SURFACE
OVER PROPOSED
SEWER LINE
-.. -
i
I
~ .
48·•00
----
CAUTION! EXISTING
FUEL LINE CROSSING I
I
I
~ e, "i ll:: 2,'; ;--,:t -• ~ 0:, ;-d -C) • 2: ..., ~ .!: :c (/)
>< ~ (/) <(
t,_j (/)
---T0',0FPIP£ Q --£---~i
~ ~ I<
~ ~ t-,; ~ I oo
. .. . 47 -.. oo .............. 1 ..
120
..J
Cl)
:E
a
~ w
LL -z
0 -~
Cu
..J w
ENGINEER Of' WORK
:6)/ ~fj J/t--
r-NGINEER ~
R.C.E. NO. C. 4~ 772-
"AS BUILT"
RCE ____ EXP. ___ _
REVIEWED BY:
DATE
EL CAMINO REAL SEWER
TAMARACK A VENUE TO CHESTNUT A VENUE
PLAN & PROFILE
,STA 46+60 TO STA 53+10
DATE
APPROVED WILLIAM E~
l----+--t---------------1----+---ll----+--~ .ud,~ 4, , 711.. 6-G'.i-1'?,d crrf ENGINEER RCE EXP3 31-os DATE t---+----+-------------------<----+---+----+---1
DATE INITIAL
ENGINEER or WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
'•o:.:.:wN::i:....:BY:.:.: ::::::~ l __ PR_o_J_Ec_r_N_◊_. _..,I ~RAWINc No. -= ::---. 3891 . 410-2
C :: ..... G') a
00
"'-t n
'-' IV
..J
Cl)
~ -p
w w
LL -l")nn
z L..'IJV
0 -I-~ w
..J w
~ • I • ■ -· ...
16-00
\
IL
I-
C
15 ... 00
APN
207-090-15
..... z
[L
14 ~oo
"1----------------I
' '
" "-'-
APPRO /MA TE SURFACE
OVER PROPOSED
SEWER LINE
' ' '-'
PROFILE !PRIVATE STREEl
SCALE: HORIZ 1 "=40
VERT 1"=8'
APN
207-090-17
13-00 11 ~oo
a: w
~
CJ)
-I
u5 a: -<l.. u
-I ~
ffi ~
I--(.)
::s m
a: C\I WM ~+
' w ...:
0 0, -~
1 o-.. oo
--• I • • L.., ...
..J
Cl)
~ -~ w
I"),.. I"\ LL -_..,v z
0 -~ w
..J w
. ~n • • -
I
40 0 40 80 120
SCALE: 1" = 40'
\ \\
APN 4• S[WER LATERAL \ \ \\ \ 207-090-16 W/CLE"ANOUT& ~' \?:-
£ND CAP PE:R "' ... \ 1
STD DWG S7 \ \ \ \ \ \
\\ \ I \
I I I
ENGINEER OF WORK
~6 ·!XPodb»
APN
207-090-19
NOTES:
1. LOCAnON OF LATERALS TO BE DETERMINED WITH CONTRACTOR
CONSULTING WITH INSPECTOR. (10' MIN. FROM PROPERTY LINE).
2. CONTRACTOR SHALL REPLACE ALL EX/STING LANDSCAPING AND
REPAIR /RR/GA TJON SYSTEM DAMAGED FROM CONSTRUCT/ON.
3. EXISTING UNDERGROUND FACILITIES HA VE NOT BEEN POTHOLED,
CONTRACTOR SHALL VERIFY LOCATIONS.
4. TRENCH RESURFACING SHALL BE DONE PER SDRSD G-24,
TYPE A
APN 20 t \ \" \1 207-090-= '\
~ \ ~ ~ \
0' \ ,J \~ \\
I
. '
\
I I
\
I
' I
'
I I
' I
I
\
\ "' ~
I
ENGINEER
R.C.E. NO.
"AS BUILT"
DATE ~ \ \~ I
\\ \ \ ... "'f
PIPELINE DATA TABLE / I \ I
RCE ____ EXP. ___ _
REVIEWED BY:
BEARJNG/Ll RADIUS LENGTH
CD N89"54'39"W 196.66'
® 55·34'47" 70' 67.90'
0 N34"30'34"E 19.20'
@ N38"35'03"E 24.59'
® 42·07•55" 70' 51.47'
® N82"08'01 "E 84.85'
0 16"52'44" 70' 20.62'
@ NB/ "01 '23"E 41.07'
~
I --
\ \ % ~r ... ~\=~'==t====~==~~:==~=====================J=====l====l===:J::::i--;:==~;:IN=S=PE=C=TO=R==========:D;:AT=E=::::;:--1
t----+-----t-------------t--f---+--+----l[siijpl CITY OF CARLSBAD j SH8EETS j
\ I ·----\ _.-" ~,,,, . --
l----l----+-----------------1---+--+-~ --·+-------r
i----t------j-------------------1>-----t--+-----+------j
~ ENGINEERING DEPARTt.lENT
EL CAMINO REAL SEWER
TAMARACK AVENUE TO CHESTNUT AVENUE
PLAN & PROFILE PRIVATE STREET
STA 10+00 TO STA 15+20
APPR(l.VED WIL~I M C DI IIMMER
✓.,rJA •• -.,-7.,j',. .. , ,, u, ..... ,G>-0:Z
CITY ENGINEER RCE 28176 EXP3-31-06 DATE
DATE INITIAL
REVISION DESCRIPTION
DWN BY:----I rD"-Ac..cTE'----'-'l'-"Nl~TIA-=L+-=D'-"AT.=.E--'--'1'-"Nl-"'TIA.=L-J CHKD BY: __ _
PROJECT NO.
3891 I DRAWING NO.
. 410-2 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL 1,!R:.:,VW!!!D~BY-'-': ===