HomeMy WebLinkAboutDWG 434-3; PIP 05-05; PALOMAR FORUM LOTS 1, 2 & 8; 01-12I
GENERAL NOTES
/. 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 WAI VE 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 REL /EVE 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 CI TY ENG I NEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERM/ T ISSUANCE, A
CERTIFICATE 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 HAVE A RATING OF "A-" OR BETTER
AND A SIZE CA TE GORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS"
KEY RATING GUIDE.
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED 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 AGREEMENT.
7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
OF THE CI TY ENG I NEER, NOTED WI TH IN THE REVIS I ON BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET.
8. ORIGINAL DRAWINGS Sf/ALL BECOME THE PROPERTY OF THE Cl TY UPON BEING
SIGNED BY THE Cl TY ENGINEER.
9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDI T/ONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
/0. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCT/ON.
II. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF,
(A/ SUMWARY SHEET, (Bl LABORATORY WORK SHEETS AND (Cl COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE 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 OF THE FIELD TESTS.
12. A ?RECONSTRUCT/ON MEETING SHALL BE HELD AT THE SITE PRIOR TD THE
BEGINNING DF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES
RESPONSIBLE FOR CONSTRUCT/ON INSPECTION SUPERVISION TESTING AND ALL
OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING
BY CALLING (76D/ 438-389/ AT LEAST FIVE /5/ WORKING DAYS PR/DR TD
STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR
TO SCHEDUL I NG.
/3. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCT/ON MEETING WILL BE
MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT
(760/ 438-389/. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2,00 P.M.
ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER
2,00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
/4. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, ANO Sf/ALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE ANO FEDERAL SAFETY AND HEALTH STANDARDS, LAWS ANO REGULATIONS.
/5. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMI TT/NG
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY Sf/OWING
THE DESIGN OF Sf/OR/NG, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE
OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION
THERE/ N. TH IS PLAN MUST BE PREPARED FOR ALL TRENCHES FI VE FEET ( 5 '/ OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE Sf/OR/NG SYSTEM
STANDARDS ESTABL /SHED BY THE CONSTRUCTION SAFETY ORDERS, Tl TLE 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.
/6. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE
DURING CONSTRUCT/ON, OPERATIONS WILL CEASE IMWEDIATELY, AND THE
PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENG I NEER TO DO SO.
/7. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT AND ANY OTHER ASSOCIATED
GRADING EQUIPMENT SHALL BEL /Ml TED TO THE PERIOD BETWEEN 7,00 A.M. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER. I
/8. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
Cl TY ENGINEER FOR APPROVAL TWO 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 OF THE
GRADING OPERATION.
/9. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED
BLAS Tl NG PROGRAM.
20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN
ON THE CONSTRUCT/ON PLANS WERE 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 UT/LI TIES 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 Tf/E CONSTRUCT/ON TO PERMIT THE REVISIONS OF THE CONSTRUCTION
PLANS IF IT IS FOUND THAT THE ACTUAL 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 CONSTRUCT/ON NEAR THEIR
FACIL /TIES AND SHALL COORDINATE WORK WI TH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT
SDGBE
SBC
ADELPHIA COMMUNICATIONS
CITY OF CARLSBAD (STREETS AND STORM DRAIN/
CITY OF CARLSBAD /SEWER,WATER /l RECLAIMED WATER/
l-800-422-4/33
(800/ 660-1343
(BOO/ 892-0/23
(760/ 438-7741
(760/ 434-2980
f 760 I 438-2122
PALOMAR FORUM LOTS 1, 2 & B
STREET NOTES
I.
2.
3.
4.
5.
6.
ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE
TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE
OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPL /ED
SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS
ANO THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE
ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2/
Cl TY WORKING DAYS BEFORE THE WORK BEGINS.
STREET L /Gf/TS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND
CONDUIT RUNS, SERVICE POINTS AND HANO-HOLES SHALL BE SHOWN ON THE
"AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE
ALLOWED. ALL LUM/NA/RES SHALL BE "CUT OFF" TYPE.
ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO
CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS.
STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WI TH A MINIMUM
D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE
UTILIZED PROVIDED DEPTH IS LESS THAN /5 FEET AND BACKFILLED WITH
3/4" ROCK PER SDRSD S-4 TYPE "C" ANO PIPE MEETS ASTM STANDARD 3034
FOR SOR 35 SOLID WALL PIPE.
WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED
WI THIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WI TH
PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED
WI TH CONCRETE OR REMOVED AS APPROVED BY THE Cl TY ENGINEER.
WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24,
CALIFORNIA ADMINISTRATIVE CODE.
7. STREET TREES SHALL BE INSTALLED PER SECTION IV D.3 OF THE CITY
OF CARLSBAD LANDSCAPE MANUAL, AND LOCAL RESIDENTIAL STREET STANDARDS.
8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WI THIN THE LIM/ TS
OF WORK OF THIS PLAN PER SDRS DWG M/9.
9. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK
SHALL BE RE-ESTABL !SHED, PERPETUATED, AND DOCUMENTED PER THE
PROFESSIONAL LAND SURVEYORS ACT.
/0. TWO /2/ SETS OF SURVEY /CUT/ SHEETS Sf/ALL BE PROVIDED TO THE Cl TY
ENGINEERING INSPECTOR
SEWER NOTES
/_ ALL SEWER MAIN ANO APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE
WITH THE CITY OF CARLSBAD ENGINEER/NG STANDARDS, 2004.
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 STJITE CONSTRUCTION SAFETY ORDERS.
3. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM, A PERMIT
Sf/ALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED
BY THE DISTRICT'S ENGINEER AND SUPERINTENDENT.
4. BEFORE CONSTRUCT/ON BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT
OF WAY PERMIT SHALL BE REOU I RED.
5. THE CONTRACTOR SHALL NOT/ FY THE CI TY OF CARL SBAO ENG I NEER I NG
INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCT/ON.
/ TELEPHONE NO. (760) 438-389/)
WATER NOTES
/. WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE CITY OF CARLSBAD ENGINEERING STANDARDS, 2004.
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION
OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION ANO Sf/ALL PROVIDE PROOF
OF OSHA NOTIFICATION AND Sf/ALL ADHERE TO ALL PROVISIONS OF THE STATE
CONSTRUCT/ON SAFETY ORDERS.
3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.WD.
LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M.WD. OFFICE AND MUST
BE SIGNED AND APPROVED BY DISTRICT ENGINEER AND DISTRICT
SUPERINTENDENT.
4. A PRECONSTRUCT/ON CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7
DAYS BEFORE CONSTRUCT/ON BEGINS. THE CONTRACTOR SHALL NOTIFY THE
CITY OF CARLSBAD ENGINEER/NG INSPECTION 48 HOURS PRIOR TO BEGINNING
OF CONSTRUCT/ON /TELEPHONE NO. (760) 438-3891/ FOR SCHEDULING.
5. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT,
ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO
COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN
PERMISSION FROM THE DISTRICT ENGINEER.
6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF
THE FIRE L /NE LOCATED BETWEEN THE DETECTOR Cf/ECK VAL VE AND BUILDING
SHALL BE DETERMINED BY THE Cl TY OF CARLSBAD FIRE MARSHAL.
7. ALL RECYCLED WATER MAIN AND APPURTENANCES Sf/ALL BE CONSTRUCTED IN
ACCORDANCE WITH THE CITY OF CARLSBAD ENGINEERING STANDARDS, 2004.
8. ALL BURIED COPPER PIPING AND APPURTENENCES SHALL BE PROTECTED BY
MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS
TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN
ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE
FORM OF PROTECTION.
P.I.P. 05-05
CMWD CONSTRUCT/ON NOTES
/. ALL POTABLE WATER SERVICES SHALL BE I" AND ALL POTABLE WATER METERS
SHALL BE 5/8" (UNLESS OTHERWISE NOTED ON PLANS/.
2.
3.
4.
ALL WATER METER BOXES SHALL BE /7"x30"x/2" POLYMER CONCRETE AS
MANUFACTURED BY ARMORCAST OR EQUAL.
MINIMUM SPACING BETWEEN POTABLE WATER LATERALS AND SEWER SERVICES
SHALL BE IO FEET.
THE TOP OF WATER METER BOXES Sf/ALL BE FLUSH WITH THE FINISHED SURFACE
GRADE.
CITY OF OCEANSIDE
-~··.
PACIFIC
OCEAN
VISTA
CITY OF ENCINITAS
VICINITY MAP
ND SCALE
NOTE!!
SITE
DECLARATION OF RESPONSIBLE CHARGE
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS
PROJECT, THAT I f/A ~ EXERCISED RESPONSIBLE CHARGE OVER THE
DESIGN OF Tf/£ PROJECT AS DEFINED IN SECTION 6703 OF T/-1£ BUSINESS
ANO PROFESSIONS CODE, ANO T/-/A T THE DESIGN IS CONSISTENT WIT/-/
CURRENT STANDARDS.
I UNDERSTAND THAT T/-1£ CHECK OF PROJECT ORA WINGS ANO
SPEC/FICA TIONS BY THE Cl TY OF CARLSBAD DOES NOT REL/£~ ME,
AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FDR PROJECT DESIGN
~11-ofESS I Otv, 0' '/1. i/4 '1, O'DA Y CONSULTANTS; INC. !,!j ,;y'° 4'%,, <'.1
2710 LOKER A VENUE WEST, STE. 100 /;; °" ._,, S
CARLSBAD, CALIFORNIA 92010-13/1 0 NO. 60223 ;':\
(760) 931-7700 \:';' EXP. 6/30/08 ';;)
1 / d!,. ;1,· ~ l/. *J'4;-.... CIV\\_ ,..,c,..+c"'* -'-~---~/e-,_~-----DATE: _ _,1/_io~/~---'OF CA\.l'v
KE/ Tfl W. HANSEN
RCE NO. 60223 EXP 6/30/08
OWNER/SUBDIVIDER '
PALOMAR MELROSE LLC, A CALIFORNIA LIMITED LIABILITY COMPANY
949 S. COAST DRIVE, SUITE 600
COSTA MESA, CA 92626
Pi/ONE: (114) 481-5071
BY CARLSBAD PALOMAR ASSOCIATES LLC, A DELAWARE LIMITED LIABILITY COMP,
P V. A Pk'/:"{; !NI' A r II llf:"nl?A/111 /''llPPn!?A nnM I re; MAM Al:IA/1: U~U/:?rll
PROJECT LOCATION
THIS PROJECT IS LOCATED WIT/-1/N ASSESSORS PARCEL NO.
221-014-01, 221-014-02 & 221-014-04
THE CALIFORNIA COORDINATE INDEX OF THIS
PROPERTY IS N/992 £6258
SOURCE OF TOPOGRAPHY
MASS GRADING PER DWC. No. 399-4A.
LEGAL DESCRIPTION
LOTS !, 2 AND 8 OF CARLSBAD TRACT No. 99-06, PALOMAR FORUM, IN THE CITY
OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, ACCORD/NC TO
1/fE MAP THEREOF No. 14831, FILED IN THE OFFICE OF THE COUNTY RECORDER
OF SAN DIEGO COUNTY, JUNE 29, 2004 AS FILE No. 2004-0606935 OF
OFFICIAL RECORDS.
BASIS OF BEARINGS
T/-/E BASIS OF BEARINGS FOR THIS MAP IS THE NORTHERLY LINE
OF LOT 8 OF MAP No. 14831, /.£ N 86-ZO'D4" W (86830')
REFERENCE DRAWINGS
(D PALOMAR FORUM MASS GRAD/NC PLANS, DWG. 399-4A.
Cl) PALOMAR FORUM IMPROVEMENT PLANS, DWG. 399-4
ELECTRONIC DA TA RLFS ARE FOR REFERENCE
ONLY AND ARE NOT TO BF USED FOR HORIZONTAL
OR VFRT!CAL SURVEY CONTROL
CARLSBAD MU~AL WATER DISTRICT
{) , 1/1/01
DAVID A. HAUSER R.C.E. 33081 DATE
DEPUTY CITY ENGINEER EXP. 6/30/08
BENCHMARK:
c~/~ftl DESIGNED BY: H.R. J.J. A.V. DATE: APRIL 2006
DRAWN BY: B.B.,C.FJG.,G.M. SCALE: AS SHOWN
PROJECT MGRc K.H. JOB NO.: 01-1010-09
s
DESCRIPTION: STANDARD STREET SURVEY MONUMENT
LOCATION: APPROX. 1400 FEET SOUTH OF PALOMAR
AIRPORT ROAD ON CENTERLINE OF /f,l:>"7//(, k.ti
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 1/fE CITY ENGINEER
I. CARLSBAD MUNICIPAL CODE
2 CITY OF CARLSBAD STANDARDS
3. THIS SET OF PLANS
4. PIP 05-05, APPROVED MAY 2, 2006.
5. THE STANDARD SPECIF/CA T/ONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK, 2003)
6. SOILS REPORTS AND RECOMMENOA T/ONS BY VINJE & MIDDLETON ENGINEER/NG, INC. DA TED FEBRUARY 6, 2002 ANO BY
CONSTRUCf/ON TEST/NC AND ENGINEER/NC DATED DECEMBER 23, 2005.
7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY 1/fE CITY OF CARLSBAD STANDARDS
8. CARLSBAD M. W.O. RULES & REGULATIONS FOR CONSTRUCT/ON OF POTABL£ RECLAIMED AND
SEWER SYSTEMS LA TEST REVISION OF STANDARDS AND SPECIF/CA TIDNS.
9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED OCTOBER 11, 2001 RES. NO. 5031
10. STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PREPARED BY ODAY CONSULTANTS, INC.
DATED APRIL 25, 2006, WDID No. 9 37C342/99.
II. STORM WATER MANAGEMENT PLAN (SW!,/P) PREPARED BY ODAY CONSULTANTS, INC. DATED APRIL 25, 2006.
NOTE' OUANTITIES ARE FOR BOND/NC PURPOSES ONLY. ACTUAL OUANTITIES MAY VARY.
LEGEND
DESCRIPTION DWG, NO. SYMBOL
8" PV.C SEWER (PRIVATE) ...• _ . ______ . __ . __ CM.WO. S-5. ---s-
6" SEWER LATERAL (PRIVATE) ____ .. ___ . _ ... __ CM.WO. 5-7_ ------,s
SEWER ACCESS HOLE (PRIVATE). . ............. C.M.WD. S-1. --s--C)-
SEWER ACCESS HOLE (PVC LINED) .. __ ..... ___ .. CM.WO. S-IA .. __ _ --s--C)-
8" P V. C WATER LINE (POTABLE). . . _ ....... _ ..... _ ...... _ . --w--
6" P V.C. RECYCLED WATER LINE. . . __ .... ___ .... _____ . ___ _ --RW--
8" GATE l/4LVE ASSEMBLY (POTABLE) ........ _ •... C.M.WD. W-ll'i ... . -__.,___ -
2" BLOW-OFF ASSEMBLY (B.O) (POTABLE) ..... ___ .. CM.WO. W-li --c-w---
2" MANUAL AIR RELEASE (M.A.R.) {POTABLE). . ...... .C.MWD. W-{i --+-w-· -
2" AIR VACUUM ASSEMBLY (A. V.A) (POTABLE) ____ ... __ C.MWD. W-i'
2" AIR VACUUM ASSEMBLY (,4. V.A) (RECYCLED)_ __ ... __ CM.WO. W-i'
8" DETECTOR Cf/ECK VALVE (PRIVATE)_ .. ____ .... __ CM.WO. W-22_
FIRE HYDRANT ASSEMBLY_ ...... _ ..... __ ... C.MWD. W-12 ... .
2" WATER SER'IICE W/METER _____ .. _____ ... __ CM.WO. W-J __ .. .
THRUST BLOCK_ .. _ . _ . _ .. _ ............ CM.WO. W-15 & 19 •..
2" IRRICAf/ON SERVICE W/METER. __ . _______ .. __ CM.W.D. S-5 __ ...
8' END CAP (POTABLE) ........•..... __ ... C.M.WD. W-15. . _ .. _ --W--l
6" END CAP (RECYCLED). _____ ... ____ ... _ .C.M.W.D. W-15. --RW--l
2" EXIST. 8.0. . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . • . . ---11"--' --ae
* AS MODIFIED BY CITY OF CARLSBAD STANDARDS FOR PUBLIC IMPRO~MENTS .
CITY OF CARLSBAD FIRE DEPARTMENT "AS BUILT"
REQUIREMENTS ~~ NO. OF F.H.(S)~F.FLOW 4,000 G.P.M. OUT OF_4~F.H.(S).
BLDr_PRINKLED@NO .. F.FLOW_~G.P.M. RCEt.022.~ EXP. ,::;/:3:::;UR
If /-;,__,,, /,,✓ . -r IL
Fu;?[ MARSHfL ( -I ( /DATE1 R~BY: (!,f'~ 11..
{NSPECTOR
QUANTITY
1789 LF
II EA
8 EA
2 EA
5349 LF
859 LF
23 EA
II EA
II EA
I DI
I DI
9 EA
16 DI
9 EA
54 EA
3 EA
I EA .
I EA
1~/~7/tr,
DATE
11/z/11.,
DATE
I SH,ET I CITY OF CARLSBAD I SH/2s I ENGINEERING DEPARTMENT
•
IMPROVEMENT PLANS FON:
PALOMAR FORUM
LOTS I, 2&8 P.!.P. 05-05
APPROVE~ AC6 !J O'il
. {Jy: {).....) "''-9-'"~• CONRAD C. HAMMANN,'.!12-. !/:z/o1
2710 Loker Avenue West Civil Engineering ENGINEER OF WORK: EL CAMINO REAL
145_,:z,,,,1-.,,
ru",/1,~ .. ,GfF • :. ,o.11t1t. /Z./8/11 C-.W .. ,, /l,/P)//1 ~ CITY ENGINEER PE 33069 EXPIRES 06/30/08 DATE
Suite 100 Planning ldti JL_L> Carlsbad, California 92010 Processing
DATE ;t,/4/,;:,~ 760-931-7700 Surveying
Fax: 760-9.31-8680
WWW .odayconsultants.com KEITH W. HANSEN RCE: 60223
RECORD FROM: NORTH COUNTY VERTICAL CONTROL DA TA
R-1800 308+76
ELEVATION: 297.25 M.S.L DATUM: NOVO 1929
1 /21/07 -re 1 REPL4e€ Sll£E:TS .J-12. '
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
1:\981022\Submit\Lots 1,2,8\061107 Grd & lmp\9822CI01.dwg Nov 07, 2006 1:28pm
Xrefs: 9822Cf; 9822VlC; 9822AN
Vdl1l!J!_ ,,;,w './1'1/7 OWN BY: PROJECT NO. DRAWING NO. 1DATE INITIAL DATE INITIAL CHKD BY:~ P.I.P. 05-05 434-3 DTHER APPROVAL CITY APPROVAL RVWD BY:£
122011
070507
' I '
I I \
NOT£!!
ELECTRONIC DA TA ALES ARE FOR REFERENCE
ONLY AND ARE NOT TO BE USED FOR
HORIZONTAL OR VERTICAL SURVEY CONTROL.
/8'-J2' VARIES I I
J.O' VARIES 7 ,--per SWALE 1-5% I/ r
I VARIES ,1-5%
6" TYPE t' ~11-0.5' (TYP)
CURB & GUTTER
8" SEWER~
~8" WATER
4' A.C. PAVEMENT OVER 12" AR (MIN.)
OR AS RECOMMENDED BY SD/LS ENGINEER.
DRIVEWAY TYPICAL SECTION
NO SCALE
~~~~ DESIGNED BY: H.R. A.J.V. DATE: APRIL 2006
DRAWN BY: 8.8 .• C.F . .T.G .• G.M. SCALE: AS SHOWN
PROJECT MGR.: K.H. JOB NO.: 01-1010-09
T s
2710 Loker Avenue West Civil Engineering
ENG~W~ Suite 100 Planning
Corlsbod, California 92010 Processing
DATE///4/PG. 760-931-7700 Surveying
Fax: 760-931-8680
www.odayconsultants.com KEITH W. HANSEN RCE: • 60223
SHEET INOEX
SHEET NO.
I
2 ...
J-9.
10-12 __
12
"AS-BUILT
A2I/ • t;l?L:z,1$_ P. E. w::i::L "? EXP.
R~ED BY: '"td fNSPECT R C/4,·
"
DESCRIPTION
_ _ _ .TITLE SHEET, NOTES, VICINITY MAP
_ _ _ INDEX MAP, DRIVEWAY SECTION, DETAILS
____ .WATER & RECYCLED WATER PLANS
.... SEWER PLANS (PRIVATE)
_ _ STRIPING PLAN & NOTES
BENCHMARK:
/"ft?p~
DATE
1_1 lzhc,_
rDATE
DESCRIPTION:
LOCATION:
RECORD FROM:
ELEVATION:
STANDARD STREET SURVEY MONUMENT
APPROX. 1400 FEET SOUTH OF PALOMAR
AIRPORT ROAD ON CENTERLINE OF
£L CAMINO REAL
NORTH COUNTY 1-ERTICAL CONTROL DA TA
R-7800 308+76
291.25 M.S.L. DATUM: NGVD 1929
' , •-/(/./ 1.3\ L\ C. -P.\,) 'L..1'
/1\
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
KEY MAP LEGENO
PROPOSED EXISTING
!
/
)
;;~ \., "'' ' ~;;, " .:~: . "'">~ -~,~
" "'' " ·-'-., ,,
. " c~. '"'-~ ., "' ~,._.:~.,__.'-; ,,,._,,,,._ ':;~
BOUNDARY ............... ----
I WATER MAIN ............... -Ir ---w--
RECYCLED WATERLINE ........ --I?--I FIRE HYDRANT ASSY.. . . . . . . . -f
STREET LIGHT (PVT.) ........ . --a •--J_J
SEWER MAIN (PVT.) ......... --•s--------S----
SEWER ACCESS HOLE (PVT)-- · ----0------()----
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
o' 60'
30'
SCALE: 1" = 60'
NOT£!!
ELECTRONIC DA TA ALES ARE FOR REFERENCE
ONLY AND ARE NOT TO BE USED FOR HORIZONTAL
OR VERTICAL SURVEY CONTROL
120·
I S2ET I CITY OF CARLSBAD I SH!2s I ENGINEERING DEPARTMENT
IAIPROVEAIENT PLANS FOR:
PALOMAR FORUM
LOTS !, 2 & 8 P.lP. 05-05
APPROJTV3~ ,1y' •• CONRAD C. HAMMANN,~-1µjo7
CITY ENGINEER PE 33069 EXPIRES 06/30/08 DA TE
OWN BY: PROJECT NO. DRAWING NO.
CHKD BY: 2ft
RVWD BY: P.!.P. 05-05 434-J
1:\981022\Submlt\L.oh 1,2,8\061107 Grd & lmp\9822(~02.dwg Nov ,DI, 2006 1:::rnr~ , ~;
Xrefs: 9822CI, 9822CGfW; 9822CUTL; 98227STR; 982?\,?UTL, 9822CMAP, 987.2-3v TR, 9822.(,L.Y
C
I\) :E
0 " -.i::,. .... (,.)
I\) .i::,. w
_1··· ---
r -
o· 10' 40'
5 20
SCALE: 1" = 40'
80'
2710 Loker Avenue West
Suite 100
Carlsbad, Callfornia 92010
760-931-7700
Fax: 760-931-8680
www.odayconsultants.com
Civil Engineering
Planning
Processing
Surveying
- ---"1""-
-j
j
PLAN: WATER LINE
SCALE: 1" = 40'
DESIGNED BY: H.R., A.J.V. DATE: JAN 2007
1" -40' DRAWN BY: 8.8.,C.F.,T.G.,G.M. SCALE: ~-----
PROJECT MGR.: K.H. JOB NO.: 01-1010-09 1 j I
f---------------i P.E. ,0.:2-;2.:;, EXP. <izrl>o,«B
"AS-BUILT "
d;,,_L_
KEITH W. HANSEN
DATE: t,/1/41
RCE: 60223 (NSPECTOR DATE
- --,--...,.-- -'i'""---/ JI ----------- -----
o' 10'
5
:l·.-_-
-~ ....
-. ·,----
1 ' ~.
. --• ''" --T
---1
i . r--
---
WATER DA TA (LIN£ ~ ')
NO DELTA/BEARING RADIUS LENGTH REMARKS
1 N 12•45'45• £ 102.17' 8" PVC ~ CL 150 HC 700
2 L:, = 4"26'16" 1000.00'• 17.45' • "
3 N 11"19'24'" £ --99.62' " "
4 N 51"04'29'" £ 14.93' 0 •
5 N 81"57'58'" £ 108.30' 0 •
6 N 86"47'02" W 60.97' • "
7 N 67"44'12" W 241.22' " •
8 N 68"18'26" W 95.32' 0 '"
• NO 0£FL£CT!ONS AT BELLS, FITTINGS OR OF TH£ PIP£ WILL 8£ ALLOW£0.
TH£ US£ OF 0£FL£CTION COLLARS SHALL 8£ R£QUIR£0.
40'
20 80'
SCALE: 1" = 40'
NOT£!!
ELECTRONIC DA TA RLES ARE FOR REFERENCE
ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL
OR VERTICAL SURVEY CONTROL
l------1----+----------t----t--t--r--, 1 sHJEET I CITY OF CARLSBAD
ENGINEERING DEPARTMENT
BENCHMARK:
DESCRIPTION:
LOCATION:
RECORD FROM:
ELEVATION:
STANDARD STREET SURVEY MONUMENT
APPROX. 1400 FEET SOUTH OF PALOMAR
AIRPORT ROAD ON CENTERLINE OF
EL CAMINO REAL
NORTH COUNTY VERTICAL CONTROL DA TA
R-1800 308+76
297.25 M.S.L. DATUM: NGVD 1929
IO/Zlllf,_ kl./
.J/21/07 TC
DATE INITIAL
ENGINEER OF WORK
T:,RAISED SITE: 2'.· REPLACE SHEET SIGNED 01/0.J/01
REVISION DESCRIPTION
I: \98102?\9FJ22CI0J.dwq Jun U4, ?00? 11. Worn
DA1c INITIAL
OTHER APPROVAL
Xref·o. 91:;nc;; 1872CGrm; '.:i8DC·J IL; 9/-)/) 1:;w; 9822ClU fl; '.J8L2Civ1A.P; S8?23IJ TL; s.J8/?CPfW; 91:lns:, I I'
,
DATE INITIAL
CITY APPROVAL
WATER PLANS FOR:
PALOMAR FORUM LOTS 1, 2 & 8
WATER LIN£ ~ '
P.!.P. 05-05
APPROVED BY: {lJ ~-
DEPUTY CITY ENGINEER PE 33081
DAVID A. HAUSER r,/,4/4 7
EXPIRES 06-30-08 1 DATE -
OWN BY: __ _
CHKD BY: G,vf'
RVWD BY: CY::!_
PROJECT NO.
P.I.P. 05-05
DRAWING NO.
434-3
070507
............... ,. ······· .... .. ... . ' . :.:" .. ···1·-'··--··_-..................... . ..........
18
BLDG.
p
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. ·. ···:··
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: .. :.: .. :.:· '.·· ...... :.:: ...... ., ... I··--
····· · ................ ·.·· ... · ::·:: .. :·::·: ::::: .. --:·1··.· ... ·.··.··•·· .. I •• . ............ r----:.-·:·: ... · ...... ·:·. ·.· ·.·.:_ ·.: .. : ... ··:·: --.·:··:·
19 20 21
0 ~~ ~. DESIGNED BY: H.R .. A.J:V. DATE: --"JAN,.,._.2,,.0,,,07c.__ / ~~? DRAWN BY: 8.8..C.F .• T.G •• G.M. SCALE: 1" = 40'
PROJECT MGR.~· -K-H~-JOB NO.: 01-1010-09
C O N S ULT 'N--,--=r-s=---f-------· _· ---------1
2710 Loker Avenue West
Suite 100
Carlsbad, California 92010
760-931-7700
Fax; 760-931-8680
www.odoyconsu!tonts.com
Civil Engineering
Planning
Processing
Surveying
KEITH W. HANSEN
DATE:
RCE: '60223
22
"AS-BUILT II
~,4'!/G __ _
P.E. (;,e,,;;u,? EXP. DATE
INSPECTOR
11/z/41, • DATE
' .. ,. ... . ......
·······. ···-·
. ..... 1 .. ····.·· ... :•I----··_-_-.. ·····--· .·.:.···· .......... ·.·:::.· ..
....... :·.:·.:·. ...... ....... ········•I·······
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....... r··::·.:.:1:··::·::·:·::·.-: ::·::::::· ... _. .. _. .··.:::·:·::.; ...... 1 ...... •::.::: ........ _..1 ... _. ... •· •.··:··· ..... ::·.::·::· :::·:·:·:·.:··.· ····· -i-::· . .-· . .-·. ······ --·-·· t·····.
23
........ T·· ............
BENCHMARK:
24
DESCRIPTION: STANDARD STREET SURVEY MONUMENT
LOCATION: APPROX. 1400 FEET SOUl/1 OF PALOMAR
AIRPORT ROAD ON CENTERLINE OF
El CAMINO REAL
25
.
V
J<1.J
......... --....... .
26 27
o· 10· 40'
5 20 80'
SCALE: 1" = 40'
RECORD FROM: NORl/1 COUNTY V£R71CAL CONTROi. DA TA
R-1800 308+76
3/21/07 TC 1 RAISED SITE 2;• REPLACE SHEET SIGNED 01 /03/07 &,/;,llo· ~
DATE INITIAL ~ATE INITIAL
ELEVATION: 297.25 M.S.l. DATUM: NCvD 1929 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL
I: \981022\9822CI04.dwg Moy .30, £007 5: 27pm
Xr·efs: 9822CI; 9822CGl~D; 9822CUTL; 9822C7UTL; 9822CMAP, 9822CPRO
............. . ......... . ,. ............. . . . ., ... ······ ..
. .. ._ ......... ······
DATE
. ....... . . ......... . .. ..... ·.··::'::::
. .......... .
'
. ...... ······ ... -···· .... ········1:.:.-.:• .· ........... :: .... . 1·· ·.:·:·:·.1" .:::: I·; ..._ ....
··:::::. ..·1····--.. . . .............. ·:· .... :: __ ·:·::· ......... ·····-.... ·:__-.-.... ·· ...... ..
..... _ .... :.:· .. ·::.:: ... :.·. ,.::.... . .. ··:··:·· ......... , ........ ·_--··:·:·::.: ... · :· .. : ..
WATER DA TA {LINE 11;
INO DELTA/BEARING RADIUS LENGTH REMARKS
I N 68'18'26" W 304.82'
14.15'
352.03'
19.67'
8" PVC ~ CL 150 HG 700
2
3
4
5
6
N 1/'11'35" W
N 7071'/9" W
N 7371'/9" W
N 14'46'03" W
/j = 02'08'22" 410.00' 1
,,
,,
,,
41.78' ,,
17.55' ,, ,,
'NO DEFLECTIONS AT BELLS. FITTINGS OR OF THE PIPE WILL BE ALLOM'D.
THE USE OF DEFLECTION COLLARS SHALL BE REQUIRED.
REC. WATER DATA
i NO I DELTA/BEARING RADIUS LENGTH REMARKS
I N 6878'26" W 66.68' 6" PVC~ CL 150 HG 660
2
3
4
N 257/'/9" W
N 707!'/9" W
6 -08'34'5!' 423.00' '
11.96' ,,
362.65' ,,
63.35' ,, ,,
1 NO OEFLECTIONS AT BELLS. FITTINGS OR OF THE PIPE WILL BE ALLOM'D.
THE USE OF DEFLECTION COLLARS SHALL BE REQUIRED.
NITIAL
(
NOTE!!
SEE SHEET No. 10 FOR
SEllfflPLANS
ELECTRONIC DATA Rl£S ARE FOR REFERENCE
ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL
OR VERllCAL SURVEY CONTROL
I S4ET I CITY OF CARIBBAD
ENGINEERING DEPARTMENT
WATER tk RECYClEO WATER PLANS FOR:
PALOMAR FORUM LOTS 1, 2 & 8
WA lER LINE ~ I & REC. WA lER
l
P.I.P. 05-05
APPROVED BY: ( · j ~'-'--□AVID A. HAUSER
DEPUTY CITY ENGINFER PE 33081 EXPIRES 06-30-08
OWN BY: PROJECT NO.
CHKD BY:
DRAWING NO.
CliY APPROVAL RVWD BY: P.I.P. 05-05 434-3
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26 27
I ,
o' 1 o' 40'
5 20 80'
SCALE: 1" = 40'
Lor
REC. WATER DATA
·:··: ... :··.1··:··--:· . . ...... ··.-.. :· .............. ······:: ............ , ................... ......... ·····." .. ' ... ·.: ..
...... .. , .... ... ·.-.:.:.:::-·--· .. ·1·:.-::•.-::• ... ·.-........ _. .. ::.·.-·.. ._. ......... ·:·.:·.:.1:,:·.:.-.-.: ·:·.:· .................. ·.:.--:.· ... ·.:··: ........ :·.:.:.:::· ······ .... ···:·. ......... .. ........ ...... ........ ·,1:: . .-.... :·:.·::::.:· .. :::
..... ..... ······ · •····· · ·· I···· .. ·· ···· .: .. · ............ :--·:: ........ ·:: .. ·:. .::·::: · ·:::.:.1 ...... : ··t .. ··· .. ·· ,"".'" ·:: .. ·: ... ·.:·.:· .. · ········I_-·_-·_-_-,_-.... :·.·· :·::: ... ·.I·······_-·: .... : .. :.'. .. ::·:, .. ···:::., ... . .. ........ .
.. ... . . ............. . ......
.....
.. ···1····· ........ ........
....... . ........ .
······ .....
. ....... ..........
·········· .... 1······ ......
...... . . .-. .-:·.:1:: .. :. ···· ···· ....... 1··c·cctcc····c·1 ·· .. ·· · ·······•:••·····I····· ·· ·+· .. ····--·I····· ...... · ·····1 ··· :··:: ............... +······
..... ::::'· ·: •• :.::·:·: ........ ' ... :.:::, •·•·• •......... :: .: .... :.-..... 1 ......... , ............ ·::.-.. .t::: :... : : ....... : ... .-... .. .. .. . .. .... '
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.. ..... ··: ...... _. ........ ·::.:::·.·
28 29 30
~........... ... . ............. .-.-. .-··r.:.-· . .-· . .-· ... .-.·.-·.t· . .-.-:.-· ... :1··.··· . .-. .-·.··.·· ~ ................................ .
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10
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. v
--
WA TER DA TA {LINE '.4 'B")
iNOi DELTA/BEARING RADIUS LENGTH REMARKS
I
2
3
4
5
6 = 06'16'30"
6 = 15'12'20"
N 81'36'45" E
6 = 27'34'57"
N 06'49'o5" E
470.00'*
319,00'*
51,47'
124.73'
42.3/'
153.57'
17.27'
8" PVC CL 150 HG 700
" "
,,
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. ....... .. . ..... . ............ ··.:
11
...
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12 13
. ... . .. 1.... . ....• \... . .
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.. . . ... . .. .......... .. . .. , ...................... . • .............. 1 ...• '".:::.·· .. · .. 1·:::·::·:: ······· ..... I"· .... , 1·· ....... . ........ . •:.: ... : .. :: ............... ·:l··•· .. ··· ....... :;.: ... ·., ,-.-.... ::·:.· ·.::::. ·:··:•_-·:·,·: ... : ... ,
·:·.:·. ·1···· .U-: .. ·:: .. ::··· .. _. ........ :.::.··.1:: .. ·.· ..... ··· . .......... :1··.:·:.-.: .. ·.:· .. ::·
·· .. ··:·:· ::··.:· .. ::.·:··--.......... _.. ...... . 1·:·:· .... , .. -:-... ··::·:: ........ .-.......... ,:·: .. 1.:: .. :, .. ' .. . . . ......... . . ............... .. ······· .:.·: .. : ... :·.:.1·;;:·:.'!'i "!"." .. ,:·:: ·, ............ · ......... · .. ·· .. I··;.:· .,j":.:;:· .
....... ... , ..... . ..... , .......... .
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,;.·.: ......... . ...... ······· ........................ . .·: .. :···.·:::,"12··
······· :·.-.. .: ... ·.-......... .... .... ....... . ..... J . .' ..... . .......... . . .......... .
...... .. ...... ., ..... . ...... . ······· . .. . . .......... . __ .... .-.. · ...... :.1::.: ........... · ·.:·.-.-... · "'.:' .--...... .
14 15
40' ---20 80'
PLAN: WATER LINE SCALE: 1" 40'
SCALE: 1• = ,f()'
I NO I DELTA/BEARING RADIUS LENGTH REMARKS PLAN: WATER LINE ~ 1 & REC. WATERLINE 6
7
N 02V2'47" W
N 1774'75" W
N 6878'26" W
N 68'18'26" W
16.47'
190.23'
,,
" "
I t,, = 19'37'05" 423.00' * 144.84' 6" PVC ~ CL 150 HG 660
2 N 81'36'45" £ 36.68' ,, "
3 t,, = 26'27'40" 300.00' * 138.55' ,, fl
4 N 55V9'o5" E 34,37' "
* NO OEFLECTIONS AT BELLS, FITTINGS OR Of THE PIPE IWLL B[ ALLOM'D,
THE USE OF OEFLECTION COLLARS SHALL BE REQUIRED.
NOTE!!
EL£C'!Tr0NIC OATA RLES ARE FOR REFERENCE
ONLY ANO ARE NOT TO BE USEO FOR
HORIZONTAL OR ITT?llCAl SIJRl£Y CON'!TrOl.
2710 Loker Avenue West
Suite 100
Carlsbad, California 92010
760-931-7700
Fox: 760-931-8680
www.odoyconsultonts.com
Civil Engineering
Planning
Processing
Surveying
SCALE· 1' = ,f()'
DESIGNED BY: H.R •• A.J.V. DATE: JAN 2007
CFTG M 1' = 40" DRAWN BY: 8.8., . .• . ..G. . SCALE:
PROJECT MGR: K.H, JOB NO.: 01-1010-09
"AS-BUILT
~
"
1--------------tP.E. ~.:b..? EXP.
DATE:
KEITH W. HANSEN RCE: 60223 INSPECTOR
8
9
183. 78'
125.99'
" ,,
* NO DEflECTIONS AT BELLS, f/T1/NCS OR OF THE PIPE IWLL 8£ ALLOM'D.
DATE
THE USE Of OEFLEC TION COLLARS SHALL BE REQUIRED,
BENCHMARK:
DESCRIPTION: STANDARD STREET SURIIEY MONUMENT
LOCATION: APPROX. 1400 FEET SOUTH OF PALOMAR
AIRPORT ROAD ON CENTERLINE OF
EL CAMINO REAL
RECORD FROM: NORTH COUNTY 1/ERTICAL CONTROL DA TA
R-1800 308+76
ELEVATION: 297.25 M.S.L. DATUM: NGVlJ 1929
t---t----+-------------+---t---t----+---I I SH5EET I CITY OF CARLSBAD I SH1.2EETS I
ENGINEERING DEPARTMENT ::=='..:::::================::::'..:::=~ WATER .t RECYCI.ElJ WATER PLANS FOR:
3/'2I /'07 TC
DA 1E INl11AL
.
/1\RAIStO SITE 2;• REPLACE SHEET SIGNED 01/03/07 td('i/07
bA1E
0V
INITlAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL
I: \98J022\9822C/05.dwg May 30, 2007 5; 27pm
Xrefs: 9822C1: 9822CGRD: 9822CU rL: 98227STR; 9822C7UTL; 9822C~\AP; 9822CPR0
CITY APPROVAL
PALOMAR FORUM LOTS 1,
WATER LINE ;I ' '8'
& REC. WA '!ER
2&8
APPROVED BY.Q._,t .ff._
DEPUTY CITY ENGINEER PE 33081
DAVID A. HAUSER
EXPIRES 06-30-08
DWN BY: PROJECT NO.
CHKD BY: r;,vp
RVWD BY: a,w P.I.P. 05-05
P.I.P. 05-05
t/,+}o7
I DATE
DRAWING NO.
434-J
070507
0
01 ::E
0 Ci)
-.i:,.. ..... w
I\) .i:,.. w
15 16
20' WIDE WATER ESMT.
TO C.M. WD. PER
BLDG. 'o'
PER DOC. No. :iooi -01i.071:,~
REC. V"\fl-11 < H l!'1 .t Qc 1
PR 06-73
o· 10· 40' -----5 20 80'
SCALE: 1" = 40'
NOlE!!
ELECTRONIC OA TA ALES ARE FOR REFERENCE
ONLY ANO ARE NOT TO 8£ USED FOR
HORIZONTAL OR VERllCAL SURVEY CONTROi..
17
2710 Loker Avenue West
Suite 100
Carlsbad, California 92010
760-931-7700
Fax: 760-931-8680
www.odayconsultants.com
18 19 20
11 l~l
·~11-I .
--0
II
□
PLAN: WATER LINE '8'
Civil Engineering
Planning
Processing
Surveying
SCAl£-1• = ,W'
DESIGNED BY: H.R .. A.J,Y, DATE: JAN 2007
DRAWN BY: 8.8 •• C.F .. T.G.,G.M. SCALE: 1' = 40"
"AS-BUILT "
3(0,_,,L_
PROJECT MGR.· K.H. JOB NO.: 01-1010-09 '
f---------------1 P.E. {;,OJ.1.? EXP. '-/~g
ENGIN~/~;OR/ RE'fWED BY:
~~c=-=-=-==fo--~~------':::DATE~: -+.~A~~~~l /ju,,Jt'. {!Ji_,·,
KEITH W. HANSEN RCE: '60223 INSPECTOR 1 DATE
BENCHMARK:
DESCRIPTION: STANDARD STREET SURVEY MONUMENT
LOCATION: APPROX. 1400 FEET SOUTH OF PAlOMAR
AIRPORT ROAD ON CENTERLINE OF
EL CAMINO REAL
RECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA
R-1800 308+16
ELEVATION: 297.25 M.S.l. DATUM: NGV[) 1929
26 27
\
80'
SCALE: I" = 40'
fsHiul CITY OF CARLSBAD I SHEETS I l-----+------1--------------t---t----+--+----J l___Q_j ENGINEERING DEPARTMENT f 2
t---t---+----------------t------i-----i-------t------i
KIi ,1....1
TC /TE 2;-REPLACE SHEET SIGNED 01 VJ 07
DA 1E INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
I: \981022\9822CI06,dwg May 30, 2007 5: 30pm
Xrefs: 9822CI; 9822CGRD; 9822CUTL; 98227S IR; 9822.C7UTI_; 9822CMAP; 9822CPR0
WAlER PLANS FOR:
PALOMAR FORUM LOTS 1, 2 & 8
WATER LINE '8'
APPROVED BY:
DAVID A. HAUSER
DEPUTY CITY ENGINEER PE 33081 EXPIRES 06-30-08
DWN BY:-~-
CHKD BY: 61/P
RVWD BY: a,..}
PROJECT NO.
P.I.P. 05-05
P.I.P. 05-05
rf,...,/o 7
I DATE
DRAWING NO.
434-3
\
I
070507
o· 10·
5 20
I
\
I
I
I
I
\
I
I
I
I
I
if
40'
SCALE: 1" = 40'
80'
\ 1 :, '
L_
~-C:S:'Z 1, ,'
~:,.'cl; ..
. . -· jrJ~
". I\ •:· I\. __ If!-'~~
I
11
BLDG.
BLDG.
.
'
'
' '
12
BLDG.
V
BLDG.
PLAN: WATER LINE
SCALE-I• = 40'
14
I I
ig ! I
BLDG.
--'
"AS-BUILT 0 /<,.... ~ DESIGNED BY: H.R., A.J.V. DATE: JAN 2007 Q~~ DRAWN BY: B.B.,C.F.,T.G .. G.M. SCALE: 1" = 40" __/./4~~4~).L~"'.:'.::::::::==:___
~=~-~ PROJECT MGR.· K.H. JOB NO.: 01 1010 09 '
C O N S U~-r N T S 1----------------1 P.E. (d;l;l.'.l.? EXP. t,l_3o/4~
2710 Loker Avenue West
Suite 100
Carlsbad, California 92010
760-931-7700
fox: 760-931-8680
www.odayconsultants.com
Civil Engineering
Planning
Processing
Surveying
KEITH W. HANSEN RCE: 60223
ENGINEE/o/ /,RK: //
~ ~-DATE: r,J,t/47
!~SPECTOR
\
\
"
\
\
\
\
f \
'
' ' '
'
'
DATE
~DATE
'
] I , , . I I I . , --.Li
I\ ,,
I'
" ,,
10 11 12 13
\
\
\
PLAN: WATER LINE '[) I
BENCHMARK:
DESCRIPTION: STANDARD Sll?EET SURvEY MONUMENT
LOCATION: APPROX 1400 FEET SOUTH OF PALOMAR
AIRPORT ROAD ON CENTERLINE OF
El CAMINO REAL
RECORD FROM: NORTH COUNTY vERTICAL CONTROL DATA
R-1800 308+76
ELEVATION: 297.25 M.S.l. DATUM: NGI/D 1929
SCALE-;• = 40'
lo·-,.. ku
3/21/01 TC
DATE INITIAL
~ ""'•"'-VI L.T , ·
If RAISED SITE 2:· REPLACE SHEET SIGNED O//OJ/07 ✓-1(/.lo
dATf'
61/
INlllAL
ENGINEER OF WORK REVISION DESCRIPTION 01HER APPROVAL
l:\981022\9822CI07.dwg Moy JO, 2007 5.31pm
Xrefs: 9822CI; 982?CGRD: 9822CUTL; 98227SrR; 9822C7UTL; 9822CMAP; 98223UlL; 98223STR; 9822CPFW
NO
!
2
3
CllY APPROVAL
14
WA TER DA TA(LINE 'c' & '/J ')
DELTA/BEARING RADIUS LENGTH REMARKS
N 21 '4! '.14" E 322.81'
220.84'
to.oo'
8" PVC ~ CL 150 HG 700
N 18V2'50" E
N 6/V2'50" E
NOTE!!
o·
[
10' 40'
5 20
SCALE: 1" = 40'
SE£ SHEET No. 10 FOR
SEltERPLANS
80'
ELECTRONIC OATA RLES AR£ FOR REFERENCE
ONLY ANO ARE NOT TO BE fJSEO FOR HORIZONTAL
OR VERllCAL SURVEY CONTROL
)
fSHFi7 CITY OF CARLSBAD I SH,,E~TS I lL_J ENGINEERING DEPARTMENT ~
WATER PLANS FOR:
PALOMAR FORUM LOTS 1, 2 & 8
WATER LINE 'C' & 'D'
P.I.P. 05~05
APPROVED BY: ~
' A. HAUSER
DEPUTY CITY ENGINEER PE 33081 EXPIRES 06-30-08 DATE
OWN BY: PROJECT NO. DRAWING NO.
CHKD BY:
RVWD BY: P.I.P. 05-05 434 3
070507
--.I ~
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·"S··.·····........ ····,··.·.·.·· .. , .. ·.·~·1~1~ •····· ...... ... .... ·····••··· ········ ' ....... .. . .............. ······1····----·· ........ ....... ....... 1· • .-·.:· ·.-.-.-·.. ..-::·.·: •• .-.. ·:•>1<•.-·.::·.-·.-·.-·.-.-. .-..... ~--..................... .-.:·::· . .-·.-.-.-... .-.... ::: .. :· ..... .-.-·· ···.-.:.-::•.-.-r--:•:·:·.-.-.... .-·.1 .... . !: ' ... :: .... :::: .. :--::-:·: .. :.-I··.: ....... :.:" I ... t· t,;·:. · .... _..:·:·: , .. :::.::-:·:·:: !:·:::::.:. . .. .. . ............ ··;· 1 .... .-.-·:. . ...... . ...... :: : .:·.::-.:::: . :-.-'·::.-· .. ·:·.· . . .. .;:· :· .. I··._. .: :.::.·. ........ .... ..... . . : ... : .. :~-:. _._y-:.-... :·:: ................ :·:·::· .. --.. .. . ::~~) \L·~1~::~:'..{' ... :::.:.1:::.:.-·.: . .-:·· ..... :,: ·.-·.:_-···:·:·: .-... :.:.:1.:·:--.... I·.::-:.-:: I·::::::,::-' '. ....... . ........ ..... . ...... . ···.-. :·:::. ' . .. ... .... : .. :::.:·,.. . . _. .. ::::::::::::t:: -. .. .. ..-. .-.:: .. --~· ... -...... ·.-· . .-.. E·::..... .. .. · 1.: .. :.:·: .
·"· . . .. . .... I .... - . .. .. .. . . ..... I ... . . .. . .. .. .... . . . . . .. .. .... . ... . . ... . . ..... . .... ..... ..... ....... • .l."... ·.:.j. ·-... . .. . .... .. .. .. .. ....... . . . . .... .. "·"· . ..... . . . ......... . ... ... .. ........ .. . .. ·I--· ...... ........... . .. . ..... I·.... .. . ...... ... . ... ... .. . .. . . ·, ·: ,. . ..... _-· .. :•.::-'·:·.-'·:.·;_-··:·:::._.:•Ii··:::::-:,.:,:, .::::-:-:•. ·:·:·:·:·::· :. ::.:·:· ....... :·.: ::::::..:... . . .-.. :::·: ........ ...... .. "' .... :,:·;:· .. _.._.... ......... . ....... _-. •:·::.: .:. ·.:··:: . .' .. :· .. , ............... ,. · .. ··::· .. · ..... ·::·. ·" :·:.... .:.::. .. ~ . . . . )·_-_---··. . ....... :·.:·. 1·: .:····.--r· .. :.'. ..
-
i 1/1 i
--
-+-----+-t-
o' 10· 40'
5' 20
SCALE: 1"
----·
80'
12 13
-- ----
I ____ •;:
--
ltt
' .... -
14
20' WIDE WATER ESMT.
TD C.M. WO. PER ~
DOC No.e,.:,.:,"l-Olbo""Jloc,
REC. n,-44."' t 1da00,
PR 06-73 -----·• -
15
--
JI I J.
.!f_
I -I :J., Ti,
11.·
C
j
PLAN: WATER LINE
SC.Al£: 1• = ,ff)'
0 /<,.... A~? DESIGNED BY: H.R. AJ.V. DATE: J~ 30~~ G/(i'ffil DRAWN BY: B.B .• C.F . .T.G .• G.M. SCALE:
_____ PROJECT MGR.· K.H. JOB NO.:.~Ou.1=.u.lOu.10,c-..,,0=9
C O N S ULT N T S 1----------------1
2710 Loker Avenue West
Suite 100
Carlsbad, Colifornia 92010
760-9,31-7700
Fax: 760-931-8680
www.odayconsultants.com
Civil Engineering
Pl1Jnning
Processing
Sorveyi'ng
ENGi£ OE WOR •
~-...... ---
KEITH W. HAIISEN
DATE: t,/½'07
RCE: . 60223
'
"AS-BUILT
,,11,;7' ,,,.-L-
EXP.
"
NO
I
2
3
4
5
6
7
8
DATE
11/2./1(, ~. DATE
16 17
-·---.----
2
___ ., _,.. / / _,..
BLOG.
. ' . . .·
_,.·,~ •. '.•~□~
I --, --+II --+H-1-
,,
I\\
IJ)
II
WA TER DA TA (LINE 'E')
DELTA/BEARING RADIUS LENGTH REMARKS
N 86'20'04" W
N 48'39'ti6" E
N 86'20'04" W
N 45'20'o4" W
N 45'20'04" W
N 04'20'04" W
N 1872'20" W
N 24'44'ti5" E
411.51'
14.14'
156.28'
3.22'
6.18'
101.25'
/0049'
23.89'
8" PVC ~ CL 150 HG 700
" "
"
" "
" "
" "
"
"
BENCHMARK:
DESCRIPTION: STANDARD STREET SURVEY MONUMENT
LOCATION: APPROX 1400 FEET SOUTH OF PALOMAR
AIRPORT ROAD ON CENTERLINE OF
El CAMINO REAL
RECORD FROM: NORTH COUNTY V£R77CAL CONTROL DA TA
R-1800 308+76
ELEVATION: 297.25 M.S.l. DATUM: NG',1J 1929
18
5· 20 80'
SCALE: 1" = 40'
. 1:.·.:: .. ::.·. ......
•I••_-;_-•· ...... ::.:·.: ... · .....
--··: ....... :.:: .. .
SEE SHEET No.s 10 &-11 FOR
SEWER PLANS
L ......... ,
.. ·.:·.::·. ·.··:.:·.
PLAN: WATER LINE 'E' NOTE!!
El£CTRON/C DATA RLES ARE FOR REFERENCE
ONLY ANO ARE NOT TO BE VSEO FOR HORIZONTAL
OR /IERTICAL SURVEY CONTROL
SCALE: 1 • = ./0'
µ~-~~l~rlll-=W~~~~A<~,,,~ ,,
"3~r/2';:;'1~/i.01-+ .. li;c;Cc..-+7i\..,1'"'-",RA~IS.=ci~O-'S."-'1TE~2~:·~R=ci~Plcc.AccC:=-'E~S.~H6=E~T-'S.~1c.'-''M"'ED'--"-OICLl/(.:cOJ"";/(.~Oc_7rc(pf!!:Ljl/laC"'o,'+':C.:"N~-f~'
' DATE INITIAL ~A1E INITIAL DATE
I
NlllAL
ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL
I: \981022\9822CI08.dwg May 30, 2007 5: 32prn
Xrefs: 9822CI; 9822CGRD; 9822CUlL; 98227STR; 9822C7UTL: 9822CMAP; 98223UTL; 98223STR; 9822CPRO
CITY OF CARLSBAD
ENGINEERING DEPAR1MENT
WA !ER PLANS FOR:
PALOMAR FORUM LOTS 1, 2 & 8
WATER LINE i1 '
P.I.P. 05-05
APPROVED BY: / J / Af • ____ _.lr~/.~A'.'.:__'c.~..f'. 111\VID A. HAUSER ~ ~4f/lJ 7
DEPUTY CITY ENGINEER PE 33081 EXPIRES 06-30-08 DA
OWN BY:
CHKD BY: Gllf
RVWD BY· <'ZIii/
PROJECT NO.
P.I.P. 05-05
DRAWING NO.
434-3
070~07
10 11
WA TER DA TA (LINE 'F' &-'G'}
DELTA BEARING RADIUS LENGTH REMARKS
I N l7'24'o0" E --10.20' 8" PVC ~ CL 150 HC 700
2 N 12'.J6'o0" W 13.47' " "
.J D. = 27'4l'50" 400.00' * 191.49' "
4 N 79'42'1/" E --90.34' " "
5 N 61'42'1I" E --.55.22' " "
' NO DEFLECTIONS AT BELLS, flTTINCS OR OF THE PIPE IWLL BE ALLOWED.
THE USE OF OEFLEC TION COLLARS SHALL BE REQUIRED.
~
l o· 10· 40'
5 20 80'
SCALE: 1" = 40'
10
I ' 1 f • •
-~
~ •, ' I . -~~~~
,,,'<,,~~IL
1-... '--._f!,t ,l):,,., ' ~ ~~,u.
271 O Loker Avenue West
Suite 100
Carlsbad, Callfornio 92010
760-9-31-7700
Fox: 760-9-31-8680
www.odoyconsultants.com
Civil Engineering
Planning
Processing
Surveying
11 12 13
PLAN: WATER LINE 'F' & t''
DESIGNED BY: H.R.. A.J;{. DATE: JAN 2007
DRAWN BY: B.B .• C.F •• T.G .• G.M. SCALE: 1' = 40'
SCALE: 1 • = W'
II AS-BUil T II
µIr,_-{_
PROJECT MGR.· K.H. JOB NO.: 01-1010-09
>----------------P.E. W~'>;) EXP. ~Its
ENG?'~ wory: RE~EWED BY: ~~ DATE:c/#7 /J,,~t1, e4-•
-K'=Err=H~W.-H~A~Ns"'E~N----~R~C=E,----'-'c6c-=O'c22cc3~ !~SPECTOR
14
11/zftt,.
• DATE
" ··, ... .. .. .. ·-1·· . . . . ,
10
o· 10· 40' ----5 20 80'
SCALE: 1" = 40'
WATER DATA {LINE 'fl')
DELTA BEARING RADIUS LENGTH REMARKS
N 12'47'59" W 89.62' 8" PVC ~ CL 150 HC 700
11
SCALE: 1• = ,W'
12
NOTE!!
ElEC'fl?ON/C OATA RLES ARE FOR REFERENCE
ONLY ANO ARE NOT TO BE l/SEO FOR HORIZONTAL
OR VERTICAL Sl/RVEY CON'fl?Ol
~ CITY OF CARLSBAD I SHEETS I
t------+--+----------------<f------t------+----+-----< l_LJ ENGINEERING DEPARTMENT f 2
i------t-----t-----------------t-------t---+----t---------l
BENCHMARK:
DESCRIPTION: STANDARD STREET SURVEY MONUMENT
LOCATION: APPROX. 1400 FEET SOUTH OF PALOMAR
AIRPORT ROAD ON CENTERLINE OF
EL CAMINO REAL
RECORD FROM: NORTH COUNTY VERT7CAL CONTROL DATA
R-1800 308+76
ELEVATION: 297.25 M.S.L. DATUM: NGvD 1929
DA 1E INITIAL
ENGINEER OF WORK REVISION DESCRIPTION CITY APPROVAL
I, \981022\9822CI09.dwg Moy JO, 2007 5, 32pm
Xrefs. 9822CI; 9822CGRD; 9822CUTI.; 98227STR; 9822C7UTL; 9822CMAP; 98223U'JL; 98223STR; 9822CPRO
WA 'fER PLANS FOR:
PALOMAR FORUM LOTS 1, 2 & 8
WATER LINE fl '
APPROVED BY:
ID A. HAUSER
DEPUTY CITY ENGINEER PE 33081 EXPIRES 06-30-08
DWN BY:
CHKD BY:~
RVWD BY:aw'._
PROJECT NO.
P.I.P. 05-05
P.lP. 05-05
DRAWING NO.
434-J
070507
NOT£!!
El£C7RONIC DA TA FILES ARE FOR REFERENCE
ONLY AND ARE NOT TO BE USED FOR
HORIZONTAL OR vfRTICAL SfJR'rE"Y CONTROi..
10
,1
..
'
·-. .... •
:V,
~0(
ofESS/
~'?-W. HAM
"'(9 ~ "' c:; NO. 60223 \!i EXP. 6/30/08
C/VI\..
OF CAI.I~
11
--✓
~~~/l T s
2710 Loker Avenue West Clvll Engineering
Suite 100 Plonnlng
Corlsbod, Col!fornio 92010 Processing
760-931-7700 Survl'!ying
Fox: 760-931-8680
www.odoyconsultonts.com
12 13 14 15
~
SCALE: f = ,fO
"AS-BUILT . " DESIGNED BY: H.R .. A.J.V. DATE: JAN 2007
DRAWN BY: 8.8 .• C.F . .T.G.,G.M. SCALE: 1" = 40' µ~ lo/~~;
PROJECT MGR.· K.H. JOB NO.: Q]-lQ]Q-09 ' P.E. (.o:;u-:, EXP. ,::,/~~ff DATE
•
ENGINEER OF WOR(
R~EDi_ BY:
DATE: ~,;/,1 <¼~· 11/z/11,. ~/{, ' 'If., t2 KEITH W. HANSEN RCE: 60223 INSPECTOR DATE
1.
16 17 18 19
----... ....
o· 10· 4□'
5 20 80'
SCALE: 1" = 40"
20
SEWER DATA*
® DELTA/BEARING RADIUS LENGTH REMARKS
I N 22"/5'48" E
2 N 68"18'.26" W
3 N 68"/8'.26" W
4 N 18"02'50" E
5 N 86"20'04" W
I /Ji~ {}r/..,v~"t'e -1
25392' 8" PVC SEWER
190.08' " "
197.23' .. "
217.74' " "
97.53' .. "
. 7_~
SEE SHEET No.s ~ 4 ~ 7 FOR WA lE1? PLANS
SEE DIKJ. No. 434-JA FOR GRADING AND
PR/VA TE STORM DRAIN PLANS
SEWER LATERAL DATA -SEWERLINE :4,
/,-': 6~~ ;,(~ -C s;>j •/,>
O,t,,,r$~
/6'" ..> C' "'o,,/-t ,,_ ~<x <<'✓ .
-1,y * 6'q ~ S',('~
q 6 s:c_,;;; <.q,,(' '
-,p <.q,,,_-1 -... 6~
.
. -,.
"'-' I / / , ~ .( I
I ~ ~ ::,_ -.._I ' * ."0
~ BLDG I STATION INV, 0 MAIN
BLOC A l0+27.50 424.82
2 BLOC B 11+9350 423.17
3 BLOC C l7+6217 416.38
4 BLOCH l9+78.I8 414.06
LENGTH DROP TO MAIN
29.00' 1.20'
29.00' 1.20'
29.70' 3.10'
24.45' 1.20
INV. SLOPE (,;) FF ELEV. DEPTH REMARKS
426.60 20% 436. 11 9.51'' 6" PVC
427.90 122% 434.38 6.48'' 6" PVC
423.73 12.3% 431.53 7.80'' 6" PVC
419.30 16.5% 427.00 7.70'* 6" PVC
* DENOTES DEPTH BELOW FINISHED FLOOR £LEV.
NOTE!!
El£CTRONIC DATA fllES ARE FOR REFERENCE
ONLY AND ARE NOT TO BE USED FOR HORIZONTAL
OR vfRT/CAL SIJRl'CY CONTROi..
II'!_ ~ -I s1HoEET I CITY OF CARl.SBAD I SHEETS I 1-----+--1-----------------1---t----+---+----l ENGINEERING DEPAR1MENT f 2
BENCHMARK:
DESCRIPTION: STANOARO Sll/EET SURVEY MONUMENT
LOCATION: APPROX f,fOO FEET SOUTH OF PALOMAR
AIRPORT ROAO ON CENTERLINE OF
EL CAMINO REAL
RECORD FROM: NORTH COUNTY VERTICAL CONll/OL DA TA
R-1800 308+76
ELEVATION: 297.25 M.S.L. DATUM: NGl4J 1929
1-----+---+-------------------+---+---+----i---+
lo
3 21 07 TC
DA TE INlllAL
ENGINEER OF WORK REVISION DESCRIPTION 011-IER APPROVAL CITY APPROVAL
I: \981022\9822Cl10.dwg May 30, 2007 5: 32prn
Xrefs; 9822CI; 9822CGRD; 9822CU fl; 98227STR; 9822C7UTL; 982?.CMAP; 98223UTL; 98223STR; 9822CPR0
SEffFR PLANS FOR:
PALOMAR FORUM LOTS f, 2 & 8
SEWER LINE II'
APPROVED BY..
DEPUTY CITY ENGINEER
OWN BY:
CHKD BY: G~
RVWD BY: /!:
P.lP. 05-05
DAVID A. HAUSER
PE 33081 EXPIRES 06-30-08
PROJECT NO. DRAWING NO.
P.I.P. 05-05 434-3
\
12201;
0"/0507
·:.::· ...... · ... · .. · .. :.
, ..... , ..... ,.
NOTE!!
20
I
I
I
I -
ELECTRONIC OATA FILES ARE FOR REFERENCE
ONLY ANO ARE NOT TO BE USEO FOR
HORIZONTAL OR VERTICAL SURVEY CONll?OL
.. ..... , ........ . . ...... :·:.·:::· . ,, .... ,. .. : .. --1.::.:•· ........... ·::.:.::t ..... .,, ·.:::. . .................. , ···:· .. ·: .. · ..... . •• ·:::·:· '. ·.:.·.:.·:. j ....... .. , ...... .. ...... , ..................... .. ' ............. 1 ....• :· •• ".·:·::."
·-
PVC CASINC PER CITY OF
CARLSBAD 57!)5.
12· 12·
8' PVC PIPE CENTERED ~ IN CAS/NC --._______
-----
12·
~"' POl 'IETH'/1.ENE CASINC INSIJLA TOR 111TH
POL 'IETH'/1.ENE SK/OS (3.-1-" EFFECllVE HBCHT)
CALPICO PX OR APPROVEO EQUAL All BOLTS
ANO BANOS SHALL 8£ TYPE 316 STAINLESS
STW. S££ NOTE I
CHQSS SECTION
SCHEDULE PVC CASING
FOR SEWER PIPE
CfNFBAL. NOTES:
l ...•. I .... •. .. ..... _. .. _. .. _. "·::::.::·:"·i·::•:··::•·:-):•:•:::,) .. --.:..::.:-:>. ·:::··· .. ....... , '.'"!".''"':· ·. ·.: . .-i. . ·.::::· .......... :--:::.::. ······· t· .....•••• ·1--:.--··--.......... ".::·. '.'.7~ :~:.:: ...... 1--· ...... . .. .. :: ::· --:·:: ........... , ...... ,., ,_.._':°:"·".·· CARR/EH PIPE SIZE AIIN. CASINC SIZE
I. SPACING 8£TlfEEN TH£ CASING INSIJLA TORS SHALL 8£ PER TH£
AIANUFAClVRERS R£COAIAl£NOA llON EXCEPT THAT THERE SHALL 8£
AT LEAST 3 CASING INSULATORS PER PIP£ S£CllON, ON£ 12" FROM
EACH JOINT ANO ON£ CENTERED. AOO/llONAll Y, ON£ INSIJLA TOR
SHALL 8£ INSTALLED 12" FROM EACH £ND OF 1lf£ CASING.
·.::·:::·:-::: .. ,. :.·.·.1, .... :.:· ........... ·. ·:::···::1·:·· .. :· ....... .. •I··., .... , ....... , ... ' ,. ,. .. ,_., .. ·; . .':: ..... · .. •· • .. :·. · ... :·: ... : .. J::: .. : .. " ... .' . .'"." ...... I"'.. . ............................. I"''· . ·r"" .. ···.I',. . 1· .. ::.'.,' .. .".'.'.'.',",,'J .. ·· .... :.·: ... • ... :· i","'.'.',''': :··:>::
1 .... ,.,,.. • ......... • .............. ., ,: .. : .. :·F·:·. T·:· ................... 1·· .. :.:: ... :·· ... ·.r:.:·; .. ·· ... ······"··· f .. , "'.·.· ...... ::.:··::·:·::t-·::··:·: +··:·:.-:::·.-:·. . ·--·I·"·"·..... .. . ..... . .. .... I········ ·I··""··· .......
21
f'j v
Bt.oc, 11 ,
L
22
I
:W.' ; ·,
. . -.. -. -
2710 Lokf.lr Avenue West
Suite 100
Carlsbad, Californio 92010
760-9Ji-7700
Fox: 760-9.31-8680
www.odayconsultants.com
~ , I
..... .. . :--::: .. :: .... , ........ ....... ·· ... ::: ... :·:r·:·:·· .. · I · ... I• ....
23 24
Lor 4
BLDG.
PLAN: SEWER LINE If I
SCALE· f • = -1-0'
DESIGNED BY: H.R .• A.J.V. DATE: JAN 2007
DRAWN BY: 8.8.,C.F •• T.G .• G.M. SCALE: PS SHOWN
.1 .. , •• / ..... , .. ··••I·"· ........ . . ................. . . ......... "
25
"AS-BUILT "
PROJECT MGR.· K.H. JOB NO.: 01 1010-09 I~~
c.mk12
Clvil Engineering
Planning
Processing
Surveying
ENGINEER OF WOR/ ,a :f...~
KEITH W. HANSEN
P. E. {.o:]2,'3 EXP.
RCE: 60223
-Ji 5~. . ...... ,:·.:.. 1, ........ , .. 1::::::::: .. ····· ............... , ........ -.... .-.. 1'"" .. :·.::::: .. , .. _. ... 1:·· .. ·· ·:·::·::.
6"
8" 16 ..,;_-:··~£~ ......... , ..... f .. ;,.,: .... , ........ ··:·:· .. ·•···I··· ··.· ... ·:·:.1·:·: ... :.1·::···· ······ · .. ·"· t···"· ......... . ................. ·
·.·r.:r· . ,.-.· ... ·· .. ·. P .. ".J ~,,,.... .. ., ... 1........ . .......... 1 .. _. .......... ,1..... ..... . ....... 1 ... .. .. ....... . . .... t··· ·: · .. _.._. ... _. I··:·:· .. ·
"' • ."1.",,'._" :·:: .. ::···:·: , .... , .•• ·.:.::. '···· ••• 1 .. , ...... + ... , ... ·.· .. · I··· • ...... , • ......... ····.'I····:_-.. •• .............. ·.:·.:·. •·•·· •
10 18
2. 801H £NOS OF 1lf£ CASING 8£TllffN AND 1lf£ CARRIER PIP£
MUST 8£ SEALED WA TERllCHT US/NC A HEAT SHRINK llf?AP AROUND
SEAL SUCH AS MOO£l WAS MANUFAC7VR£0 BY PIPELINE SEAL AND
INSIJLA TOR L ll), OR APPROVEO £0/JAL. BANOS SHALL BE T!PE 316
STAINLESS STW..
26
DATE
26+1299 SEWER LINE ;I'
=14+76.68 EAGLE DRIVE
EXISl: AH No. 13
PER owe. No. 399-4
BENCHMARK:
DESCRIPTION: STANDARD STREET SUR'tcY MONUMENT
LOCATION: APPROX. 1400 FEET SOUTH OF PALOMAR
AIRPORT ROAD ON CENTERUNE OF
EL CAMINO REAL
RECORD FROM: NORTH COUNTY IIERTICAL CONTROL DA TA
R-1800 308+76
ELEVATION: 297.25 M.S.L DATUM: NGVlJ 1929
· __ ··· ........ , .. . . .... .
.... , ..
.........
12· 20·
DETAIL:
3. CARRIER PIP£ SHALL 8£ INSTALLED PER 711£ PRo.ECT
SP£CIF1CA llONS.
PVC CASING PIPE
NOT TO SCALE
SEWER DATA*
~ DELTA/BEARING RADIUS LENGTH
I N 86'20'o4" W
2 N 89'13'42" E
3 N 86'20'o4" W
4 N 87V9'o6" W
~y§D~
-t I '
200.56'
124.25'
171.71'
57.78'
REMARKS
8" PVC SEWER ,, ,,
" ,, ,,
SEWER LATERAL DA TA SEWERLINE
£~B~LD;;,;:G:d/llbi;,;ST~A;;;Jl~ON~l~NV~.~@;,,.MAl=N*LE~N~GTH~~DR,;,;;D~P,,,;,TD~MAl:,;:N~~INV~.=FS;;;LD;;;,P;;,E~(r.;;;!;'4=;,,;,FF~E~LEV~. =t,;D~E~PTH~l=R;;;;E~MAR~KS9 I BLOCH 21+42./3 41239 24.06' 1.20' 418.40 19.98% 426.00 7.60'' 6" PVC o' 10· 40' 2 BLOG I 22+77.19 410.80 28.54' 1.20' 414.80 9.81% 421.30 6.50'' 6" PVC
5 20 80' 3 BLOG I 24+35.01 408.90 17.50' 1.20' 411.88 10.17% 421.23 9.35'' 6" PVC
SCALE: I" = 40'
kiZJ./1J. /<l.L .A< -,,,,u 1r::r-
'2.-ev'1,;ep R~ 12/B/11
l-3--,-/'.'21-1/(.,..07-+-TC-+" 1 RAISED SITE 2;• REPLACE SHEET SIGNED 0//03/07 . 1,/kll,,·
DATE INlllAL itATE INlllAL
ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL
DATE l/1NlllAL
CllY APPROVAL
I: \981022\9822Cl11.dwg Moy 30, 2007 5: ,},3pm
Xrefs: 982.2CI; 9822CGRD; 9822CUTL; 98227STR; 9822C7UTL; 9822CMAP; 9822JUTL; 9822.:SSTR; 9822CPR0
* DENOTES DEPTH BELOW FINISHED FLOOR ELEV.
SEE SHEET No. 8 FOR WATER PLANS
SEE o,n;. No. "34-JA FOR GRAOING PLANS
NO'!F!!
ELECTRONIC OATA FILES ARE FOR REFERENCE
ONLY ANO ARE NOT TO BE USEO FOR HORIZONTAL
OR VERTICAL SURVEY CONTROl
~ LlLJ CITY OF CARlSBAD I SH,'2EETS I
ENGINEERING DEPARTMENT
SEHO? PLANS FOR:
PALOMAR FORUM LOTS 1, 2 & 8
SEWER LINE '.4 '
APPROVED
DAVID A. HAUSER
DEPUTY CITY ENGINEER PE 33081 EXPIRES 06-30-08
1DWN BY:
CHKD BY: GvP
RVWD BY: q..u
PROJECT NO.
P.I.P. 05-05
P.I.P. 05--(}5
t/1-4/o?
DATE
DRAWING NO.
434-3
\
J?2n ·1"1 le.,, I
070507
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SEWER DATA*
<@: DELTA/BEARING RADIUS LENGTH REMARKS PLAN: SEWER LIN£
I N 21'02'/5" E 235.95' 8" PVC SEWER
SCALE: I• = 40'
SEWER LATERAL DA TA SE WERLINE o· 10' 40'
5 20
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BLDG D 11+10.84 421.73 34.12' 1.20' 428.5 16.32% 435.6 7. I'* 6" PVC
SCALE: 1" = 40'
2 BLOC F 11+15.84 421.61 44.98' 1.20' 426.2 7.54% 432.8 6,6'* 6" PVC
3 BLOC E 11+98.76 4/9.65 43.20' 1.20' 424.4 8.22% 430.6 6.2'* 6" PVC
4 BLOC C 12+01.12 4/9.59 32/9' 1.20' 427.D 19.29% 433.4 6.4'* 6" PVC
. . ::·::: ... . .. ·.:: .......... . . ......... . ............
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* DENO TES DEPTH BEL OW FINISHED FLOOR ELEV.
DESIGNED BY: H.R,, A.J.V, DATE: JAN 2007
DRAWN BY: 8.8..C.F.,T,G.,G,M. SCALE: K:J SHOWN
"AS-BUil T "
NOTE!!
£l£CTRONIC OA TA RLES ARE FOR REFERENCE
ONl Y ANO ARE NOT TO BE USEO FOR
HORIZONTAL OR VERllCAL SURVEY CONTROL.
271 O Loker Avenue West
Suite 100
Carlsbad, Co!iforn!o 92010
760-931-7700
Fox: 760-931-8680
www.odoyconsultants.com
Civil Engineering
Planning
Process!ng
Surveying
PROJECT MGR: K.H, JOB N0,:01-1010-09
~~L-
1----------------1 P.E'°22~ EXP.
ENGIN:Evi;.,.wo# .., REV7WED BY:
~~~~•~ ___ DA_rE:~wA-~~'d7 ,ko,I (,' (!Ji,,_;
KEITH W. HANSEN RCE: 60223 INSPECTOR
lo/Z7#4'
DATE
II /z./21,,
, DATE
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-I
SIGNING ANO STRIPING NOTES
/. THE CONTRACTOR IS RESPONSIBLE FOR /NSTALLA TION OF ALL SICN/NC AND STRIPING.
2. ALL S/CNINC, STRIP/NC ANO PAVEMENT MARKINGS SHALL CONFORM'TO THE FEDERAL HIGHWAY AOMINSTRATION (FHWA) MANUAL ON UNIFORM TRAFf1C CONTROL DEVICES
(MUTCD) 2003 EDITION AS AMENDED BY THE MUTCD 2003 CALIFORNIA SUPPLEMENT, THE CALTRANS STANDARD SPEC/f1CATIONS (2002 OR LATEST VERSION THEREOF),
THESE PLANS, AND THE SPECIAL PRO VISIONS.
3. All SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION.
4. ANY DEV/A TION FROM THESE SICNINC STRIP/NC PLANS SHALL BE APPROVED BY THE ENC/NEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANCE IN THE FIELD.
5. ALL SICNS AND STRIP/NC SHALL BE REFLECTIVE PER CAL TRANS SPECIF/CATIONS. STRIP/NC SHALL BE REPAINTED TWO itEEKS AFTER INITIAL PAINTING.
6. ALL SICNAGE SHALL BE REFLECTIVE PER CAL TRANS SPECIF/CATIONS AND SHALL USE ENCAPSULATED LENS REFLECTIVE SHEET/NC (HICH INTENSITY OR EQUAL)
7. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIP/NC AND MARK/NC H'/THIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT H'ILL BE
RESTORED TO A 'LIKE NEW" CONDITION, IN A MANNER MEET/NC THE APPROVAL OF THE CITY INSPECTOR.
8. EXACT LOCATION OF STRIP/NC AND STOP LIMITS LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION.
9. CONTRACTOR SHALL REMOVE ALL CONFLICT/NC PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS BY CR/ND/NC. DEBRIS SHALL BE PROMPTl Y REMOVED BY THE CONTRACTOR.
10. ALL PAVEMENT LEGENDS SHALL BE THE LA TEST VERSION OF THE CAL TRANS METRIC STENCILS.
II. LIMIT LINES AND CROSSWALK SHALL BE FIELD LOCATED, CROSSWALKS SHALL HAVE 10' INSIDE DIMENSION UNLESS OTHERH'/SE SPECIFIED.
12. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERl'IISE SPECIFIED.
13. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO MUTCD 2003 EDITION AS AMENDED BY THE 2003 CALIFORNIA
SUPPLEMENT AND THE SAN OIECO REGIONAL STANDARD DRAH'/NG M-19.
14. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW (REGIONAL STANDARD DRAH'INC M-19)
15. ALL SICNS SHALL BE STANDARD SIZE AS SHOl'rN MUTCD 2003 EDITION AS AMENDED BY THE 2003 CALIFORNIA SUPPLEMENT UNLESS OTHERH'ISE SPECIFIED.
16. S/CN POSTS SHALL BE SQUARE PERFORATED STEEL TIJBINC llfTH BREAKAWAY BASE PER SAN 0/ECO REGIONAL STANDARD DRAH'INC M-45.
17. WHEN A S!CN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED US/NC A STANDARD CITY OF CARLSBAD APPROVED MOUNTING BRACKET H'/TH STRAPS.
18. EXISTING S!CNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE.
19. ALL SIGNS SHOl'rN ON THESE PLANS SHALL BE NEW SICNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT . ~
THOSE S!CNS SPECIFICALLY SHOl'rN AS D(IST/NC TO BE RELOCATED OR TO REMAIN. ''~•-.. ~
20. (IF NECESSARY) WHERE R4-7 SIGN AND OMl-3 OBJECT MARKER ARE TD BE INSTALLED IN A 2-FOOT H'IDE MEDIAN NOSE, ~
THE R4-7 S/CN SHALL BE 18" x 24" AND THE OM!-3 OBJECT MARKER SHALL BE 12" x /2''. "~ ~~-
<~ ... ~,..., ~, ~ ..0 "b.,,. ~. 7'(..<<(' \ ~i
' -?~~"' ~ ~ \·"-.~--
'0a ~.-... '···• .• ~ -<:--~---
j '' " "". •~:. ,, ~ ~-. ·-... ,-~
/
/
\
r
SEE 0/Wl. No. '#34-JA FOR GRAO/NC ANO
PR/VA 'TE STORA/ ORAIN PLANS
BENCHMARK:
DESCRIPTION:
LOCATION:
STANOARO STREET SURVEY MONUMENT
APPROX. 1400 FEET SOUlr/ OF PALOMAR
AIRPORT ROAO ON CENTERUNE OF
El CAMINO REAL
RECORD FROM: NORTH COUNTY VERTICAL CONTROL OATA
R-1800 308+76
ELEVATION: 297.25 M.S.L DATUM: NGVD 1929
,,,
,,,
ENTRANCE ROAD
STRIPING CONFIGURA 770N
,. = JO'
NOT£!!
ELECTRONIC OA TA RLES ARE FOR REFERENCE
ONLY ANO ARE NOT TO BE USEO FOR HORIZONTAL
OR VERllCAl SURYF:Y CONTROL
~--+--+-----------+-----+--+--f--f----115BFfl'2 CITY OF CARI.SHAD I SH,'2EETS I
~LlLJ===-'====::E::::N:::Gl::::N:::EE:::R::IN:::G':::::O::EP:::A:::R:::TM::E::N:::T::==::::'..:==:=:
3/21/07 TC 1 RAISED SITE 2;• REPLACE SHEET SIGNED 01/03/07 ~ ;~., OJ-/ '. ,
DATE INlllAL DA TE INITIAL DATE INlllAL
ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL
I: \981022\9822Cl12.dwg May .30, LOO? 5: 33pm
Xrefs: 9822CI; 98'.22CGRD; 9B22CUTL: 98227S rR; 9822C"/U rL; 9822CMAP; 98223U fl; 9822.3S rn: 9822CPRO
SEU rk STRIP/NC PLANS FOi?:
PALOMAR FORUM LOTS 1, 2 & 8
SEWER LIN£ '8'
APPROVED BYj)_
DAVID A. HAUSER
DEPUTY CITY ENGINEER PE 33081 EXPIRES 06-30-08
DWN BY: PROJECT NO.
CHKD BY:
RVWD BY: P.I.P. 05-05
P.I.P. 05-0S
6 A+lo 7
DAT€
DRAWING NO.
434-3
1220J l
070507