HomeMy WebLinkAboutDWG 434-4; PIP 05-04; PALOMAR FORUM LOT 4; 01-06GENERAL NOTES
I. THIS PLAN SIJPERSEDES All OTHER PLANS PREVIOIJSL Y APPROVED BY THE Ci TY
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 MIJNICIPAL CODE, RESOLIJTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCIJMENTS l ISTEO HEREON AS THEY M4Y
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 ANO
OMISSIONS OISCOVERED DURING CONSTRUCT/ON. ALL PLAN REVISIONS SHALL
BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THI; CITY fNGINEfR WILL BE REOIJ/RfD FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT /SSIJANCE, A
CERTIFICATE OF INSIJRANCE MUST BE FILED NAMING THI; Cl TY OF CARLSBAD AS
AN ADDITIONAL INSIJRED ON THE PERMITT/;E'S POLICY IN THE MINIMUM AMOIJNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE
COMPANY 'NRITING TH£ POLICY MUST HAVE A RATING OF "A-" QR BETTER ANQ A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHl':D BY "81':STS"
KEY RATING GUIDE.
5. NO WORK SHALL BE COWENCE!) UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY ANO OTHER APPROPRIATE AGENCIES.
6. REVISION OF THESE PLANS M<!Y BE REQIJIR£D IF THE PROPOS£D
IMPROVEMENTS ARE NOT CONSTRIJCTED PRIOR TO TH£ DEAOL INE DATE OF THE
IMPROVEMENT 40R£EMENT.
i. NO REVISIONS WILL BE M4DE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
OF TH£ CITY ENGINEER, NOTED WITHIN TH£ R£V/S/ON BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS ANO Tl TLE SHEET.
8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY I/PON BEING
SIGNED BY THE Cl TY ENGINE/;R.
9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
10. ACCESS FOR FIRE AND OTHfR EMERGENCY VEHICLES SHALL BE M4/NTA!NED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRIJCTION.
II. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRIS/;O OF.-
IA/ SIJM,fARY SHEET, /Bl LABORATORY WORK SHEETS AND IC/ COMPACTION
CIJRVES, SHALL BE SUBMITTED BY A PROFfSSIONAL EN0/NEER OF TH£ STATE OF
CALIFORNIA, PRINCIPALLY DOINO BVSINESS IN THE FIELD OF APPLIED SOILS
M£CH4NICS. THE SOILS REPORT WILL BE SIJ8MITTEO TO THE CITY fNGINEERINO
INSPECTOR WITHIN TWO WORK/NO DAYS OF COMPLETION OF FIELD TESTS. TH£
WRITTEN F/£LD COMPACTION REPORT/SI SHALL BE IMJfEDIATELY SIJBMITTED TO
THE Cl TY ENGINEER/NG INSPECTOR UPON COMPLETION OF THE FIELD TESTS.
12. A PR£CONSTRUCTION MEETING SHALL BE HELO AT THE SITE PRIOR TO THE
BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES
RESPONSIBLE FOR CONSTRIJCTION INSPECTION SUPERVISION TESTING ANO ALL
OTH£R ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEOIJL/; THE MEETIN0
BY CALLING /760/ 438-3891 AT LEAST FIVE /5/ WORK/NO DAYS PRIOR TO
STARTIN0 CONSTRIJCT/ON. APPROVED DRAWINGS Ml/ST BE AVAILABLE PRIOR
TO SCHED/Jl I NG.
/3. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETIN0 WILL BE
MADE BY CALL ING THE £NG/NEERING 24-HOUR INSPECTION R£0UEST L !NE AT
li60/ 438-3891. INSPECTION R£QUESTS Ml/ST BE R£CE!VED PRIOR TO 2.-00 P.M.
ON TH£ DAY BEFORE TH£ INSPECTION IS NEEDED. INSPECTIONS WILL BE M4DE
THE NEXT WORK DAY 1/NLESS YOIJ REOIJEST OTHERWISE. REQIJESTS M40E AFTER
2.-00 P.M. WILL BE SCHEDIJLEO FOR i'JIV Fl/LL llVRK DAYS LATER.
14. THE OWNER AND/OR APPL !CANT THROIJGH THE DEVELOP£R AND/OR CONTRACTOR
SHALL DESIGN, CONSTRIJCT AND MAINTAIN ALL SAFETY DfV!CES, INCL/JO/NG
SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE ANO FEDERAL SAFETY ANO HEALTH STANDARDS, LAWS ANO REGULATIONS.
15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SI/BM/ TTIN0
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AG£NCY SHOWING
THE OfSIGN OF SHORING, BRACIN0 SLOP/NO OR OTHER PROVISIONS TO BE M40E
OF WORKER PROTECTION FROM THE HAZARD OF CAVIN0 GROUND 0/JRING THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR 01/RINO THE PIPE INSTALLATION
THEREIN. THIS PLAN Ml/ST BE PREPARED FOR ALL TRENCHES FIVf FEET 15'/ OR
MORE IN DEPTH AND APPROV£0 BY THE CITY ENO/NEER ANO/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF TH£ PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUCT/ON SAFETY ORDERS, TITLE 8
CALIFORNIA ADMINISTRATIVE CODE THE PLAN SHALL BE PREPAREO BY A
REG/STEREO ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCAVATION PERMIT Ml/ST BE SUBMITTED TO THE INSPECTOR PRIOR TO
EXCAVATION.
16. IF ANY ARCH4EOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE
OUR/NG CONSTRIJCTION, OPERATIONS WILL CEASE IM.1E0/4TEL Y AND THE
PERM/TTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
1/NTIL THE PERMITTEE HAS RECEIVED WRITTEN Al/THOR/TY FROM THE CITY
ENGINEER TO 00 SO.
/1. ALL OPERATIONS CONDUCTED ON THE SITE OR 40JACENT THERETO, INCLIJOIN0
WARMING UP, REPAIR, ARRIVAL, OEPARTIJRE OR OPERATION OF TRIJCKS,
EARTHMOVING £QIJIPMENT, CONSTRIJCTION EQUIPMENT ANO ANY OTHER ASSOCIATE!)
GRADING EOIJIPMENT SHALL BEL !MITEO TO THE PERIOD BETWEEN 7.-00 A.M. AND
SUNSET EACH DAY, MONOAV THRIJ FRIDAY AND NO EARTHMOVING OR GRADING
OP£RATIONS SHALL BE CONDIJCT£0 ON W£EKENDS OR HOLIDAYS. IA LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COIJNTER. I
/8. All OFF-SITE HAUL ROI/TES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
CI TY £NG I NEER FOR APPROVAL TWO F/Jll WORK I NO DAYS PR I OR TO 8£61 NNI NG OF
WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAM4GE
OCCURRING ALONG TH£ HAUL RQJ!.[J:._Qll._Al)JACENT .iJR££TS A$ 4 RESIJL T OF THE
0RAOING OPERATION.
19. NO BLASTING SHALL BE COWENCED WITHOIJT A CITY ENGINEER 4PPROVED
BLASTING PROGRAM.
20. THE EXISTENC£ ANO LOC4TION OF UTILITY STRUCTURES AND FACILITIES SHOWN
ON THE CONSTRUCT/ON PLANS W£RE OBTAINED BY A SEARCH OF THE AVAILABLE
RECORDS. ATT£NTION IS CALLEO TO THE POSS/BL£ EXISTENCE OF OTHER
IJTIL I TV FACIL !TIES OR STRUCTURES NOT SHOWN OR IN A LOC4T!ON DIFFERENT
FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REOIJIREO TO T4KE 01/E
PRECAIJT/ONARY MEASIJRES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND
ANY OTHER EXISTING FACILITIES OR STRIJCTIJRES NOT SHOWN.
21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING F4CIUT/ES
/ABOVEGROIJND AND 1/NOERGROIJND/ WI THIN THE PROJECT SI TE SIJFFICIENTL Y
AHEAD OF THE CONSTRUCTION TO PERM/ T THE REVISIONS OF THE CONSTRUCTION
PLANS IF IT IS FOi/NO THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH
THE PROPOSED llVRK.
22. TH£ CONTRACTOR SH4LL NOTIFY AFFECTED 1/TIL I TY COMPANIES /SEE BELOW/ AT
LEAST TWO Fl/LL WORK/NO DAYS PRIOR TO STARTING CONSTRIJCTION NEAR THEIR
FACILITIES ANO SHALL COORDINATE WORK WITH A COMPANY REPR£S£NT4TIVE.
IJNDER0ROIJND SERVICE ALERT
SDG8E
SBC
A0£LPHIA C()MJflJN/CATIONS
Cl TY OF CARLSBAD /STREETS ANO STORM DRAIN/
CITY OF CARLSBAD /SEW£R,WAT£R 8 RECLAIMED WATER/
l-800-422-4/33
/800/ 660-7343
/800/ 892-0123
{760/ 438-714/
/160/ 434-2980
I 760/ 438-2722
PALOMAR FORUM LOT 4
STREET NOTES
I. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE
TESTS HAVE BEEN CONDIJCTEO BY 4 PROFESSION4L ENGINEER OF THE STATE
OF CALIFORNIA, PRINCIPALLY DOING 8/JSINESS IN THE FIELD OF APPL /ED
SOIL MECHANICS.ON THE PREPARED BASEMENT SOIL. THE "R" VALUE T£STS
AND THE ENGINEERED STRIJCTIJRAL SECTION Ml/ST BE SI/BM! TTED TO THE
ENGINE£RING INSPECTOR FOR REVIEW ANO APPROVAL A MINIMUM OF TWO /2/
CITY WORKING DAYS BEFORE THE WORK BEGINS.
P.I.P. 05-04
2. STRfET l /GHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, IJNO£RGROIJNO
CONDUIT RUNS, SERVICE POINTS ANO HAND-HOLES SHALL BE SHOWN ON TH£
"AS-Bl/IL T" PLANS. NO DIRECT BURIAL STREET L IOHT FOIJNDAT!ONS Will 8£
4LLOW£D. ALL LI/MINA/RES SHALL BE ·cur OFF" TYPE.
3. 4LL UNOERGROIJND 1/Tll !TIES 4ND LATERALS SHALL BE INSTALLED PRIOR TO
CONSTRUCTION OF CURBS, CROSS GUTTERS OR SIJRFACING OF STREETS.
4. STORM DRAIN PIPE SHALL BE R£1NFORCEO CONCRETE PIPE WITH A MINIMUM
D-lOAO OF 1,350. FOR PRIVATE STORM DR4IN PIPES, /JP TO 15" PVC MAY BE
IJTIL/ZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH
3/4" ROCK PER SDRSD S-4 TYPE 'C" ANO PIPE MEETS ASTM STANDARD 3034
FOR SOR 35 SOL /0 WALL PIPE.
5. WHERE AN EXISTING PIPE L !NE IS TO BE ABANDONED IT SHALL BE REMOVED
WITHIN TWENTY FEET OF BVILOING OR STREET AREAS AND REPLACED WITH
PROPERLY COMPACTED SOILS. IN OTHER 4R£AS THE PIPE WILL BE PLUGGED
WI TH CONCRETf OR REMOVED AS APPROVED BY THE CITY EN0/NffR.
6. WHEELCHAIR RAMPS SH4LL BE INSTALLED PER REQUIREMENTS OF TITLE 24,
CALIFORNIA ADMINISTRATIVE CODE.
7. STR£ET TREES SHALL BE INSTALLED PER SECTION IV O.J OF TH£ CITY
OF CARLSBAD LANDSCAPE MANUAL, 4ND LOCAL RESIDENTIAi. STREET STANDARDS.
8. FIRE HYDRANT M4RKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS
OF WORK OF THIS PLAN PER SORS OIW M/9.
9. ALL SURVEY MONUMENTS ANO POINTS THAT ARE DISTURBED BY THIS llVRK
SHALL BE RE-ESTABL /SHEO, PERPETUATED, 4ND DOCUMENTED PER THE
PROFESSIONAL LANO SIJRVEYORS ACT.
10. TWO /2/ SETS OF SIJRVEY /CUTI SHEETS SHALL BE PROV/OED TO THE Cl TY
ENG!N£ERING INSPECTOR.
SEWER NOTES:
I. All S£W£R MAIN ANO APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANC£
WITH THE CITY OF CARLSBAD ENGINEfRfNG STANDARDS, 2004.
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION
OF INDUSTRIAL SAFETY B£FOR£ ANY EXCAVATION ANO SHALL ADHERE TO ALL
PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS.
3. 8£FORE ANY CONN£CT!ON TO THE DISTRICT'S EXISTIN0 SYSTEM, A PERM! T
SHALL BE OBTAINED FROM THE DISTRICT. IT Ml/ST Bf S/GN£0 AND APPROVED
BY THE DISTRICT'S ENGINEER ANO SUPERINTEN0£NT.
4. BEFORE CONSTRIJCTION BEGINS IN ANY PIJBLIC RIGHT OF WAY, A CITY Rl0HT
OF WAY PERMIT SHALL BE REQU!REO.
5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEER/NO
INSPECTION 48 HOIJRS PRIOR TO TH£ BEGINNING OF CONSTRUCTION.
/TEL£PHON£ NO. {760} 438-3891 I
WATCH NOTES
I. WAT£R MAIN ANO APPURTENANCES SHALL BE CONSTRIJCTEO IN ACCORDANCE WI TH
THI': CITY OF CARLSBAD ENGINEERING STANDARDS, 2004.
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION
OF !NOIJSTR!AL SAFETY BEFORE ANY EXCAVATION AND SHALL PROV/OE PROOF
OF OSHA NOTIFICATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE
CONSTRIJCTION SAFETY ORDERS.
3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D.
LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M.W.O. OFFICE AND MUST
BE SIGNED ANO APPROVED BY DISTRICT ENGINEER ANO DISTRICT
SUPER I NTENOENT.
4. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELO A MINIMIJM OF 7
D4YS BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY THE
CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING
OF CONSTRUCTION / TELEPHONE NO. {760} 438-3891 I FOR SCHEOUL !NO.
5. NO TREES OR S TR/JC TURES SHALL BE ALL OW£0 IN THE WATER L IN£ EASEMENT,
ALL EXISTING TREES ANO STRIJCTIJRES Sf/ALL BE REMOVED PRIOR TO
COWENCEMENT OF WORK • ANY EXC£PT!ONS SHALL REQUIRE WRITTEN
PERMISSION FROM THE DISTRICT ENGINEER.
6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT 4ND TYPE OF MATERIALS OF
THE FIRE L /NE LOCATED BETWEEN THE DETECTOR CHECK VALVE ANO BUILDING
SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL.
7. ALL RECYCLED WATER MAIN ANO APPIJRTENANCES SHALL BE CONSTRUCTED IN
ACCOR04NCE WI TH THE Cl TV OF CARLSBAD ENGINEERING STANDARDS, 2004.
8. ALL BURIED COPPER PIPING AND APPIJRTENENCES Sf/ALL BE PROTECTED BY
MEANS OF CATHODIC PROTECTION. IF DEVELOP£R/OWNfR CONDUCTS A SOILS
TfST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN
ANOTHER MANNER, THE DISTRICT ENO/NEER WILL CONSIDER AN ALTERNATIVE
FORM OF PROTECTION.
NOTE!!
ELECTRONIC OATA RlES ARE FOR REFERENCE
ONLY ANO ARE NOT TO 8£ USED FOR HORIZONTAL
OR VER!lCAL SURVEY CONTROi..
CMWQ CONSTHVCTION NOTES
I. ALL POTABLE WATER SfRVICES SH4LL BE I" ANO ALL POTABLE WATER METfRS
SHALL BE 5/8" /1/NLESS OTHfRWISE NOTED ON PL4NSJ.
2. ALL WATER METER BOXES Sf/ALL BE !i"x30'x/2" POLYMER CONCRETE AS
MANUFACTIJR£0 BY ARMORCAST OR EOIJAL.
3.
4.
,·
' \
MINIMUM SPACING BETW£EN POTABLE WATER LATERALS ANO SEW£R SERVICES
SHALL BE IO FEET.
THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISH£0 SIJRFACE
ORAOE.
CITY OF OCEANSIDE
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I C,q4,l,yo
0 1'1 ROAD
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SITE
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CITY OF ENCINITAS
VICINITY MAP
NO SCALE
BENCHMARK:
O£ClAHATION OF RESPONSIBLE CHANG£
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS
PROJECT, /HAT I HAVE EXERCl.'i'EO RESPONSIBLE CHARGE OVER THE
DESIGN OF THE PROJECT AS DEFINED IN SECllON 6703 OF TH£ BUSINESS
ANO PROFESSIONS CODE, ANO THAT THE DESIGN IS CONSISTENT WITH
CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND
SPEC/FICAllONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME,
AS ENGINEER OF WORK, OF MY RESPONSIBIL!llES FOR PROJECT D SI 'N.
1,._ofESS/~
OVA Y CONSULTANTS, INC. ./!f~◊'\'<-W. 1/,,j,1;~ ~
2710 LOKER A VENUE WEST, ST£ 100 0 .._ 't::;:; 'E::
CARLSBAD, CALIFORNIA 92008-7317 -NO. 60223 li'i
(760) 931-7700 ~ EXP. 6/30/06 S:J
U i * * /; /. I v>-47, CIVIi. Q-$f,-....
_..., ___ ..... !fi,._ __ ,._..,._• __ DA TE: ......c,/1-~lj+j<_IX,__ ~ OF CAI.Iii\)"
KEITH W. HANSEN I '
R.C.£ NO. 60223 £XP. 6/30/06
OWNEH/Sl/80/VIOEH:
CONCOURS£ ONE, LL C
A 0£LAWAR£ l/MIT£D LIABILITY COMPANY
9820 IWLLOW CREEK ROAD, SUIT£ 400
SAN Ol£GO, CA 92121
{858} 271-7050
PROJECT LOCATION
ll{IS PROJECT IS LOCA lllJ IWTHIN ASS£SSORS PARCEL NO.
221-015-01
TH£ CALIFORNIA COORDINA T£ INDEX OF THIS
PROP£RTY IS N1992 £6258
SQVRCE Of TOPOGRAPHY
MAS5 GRADING PER OWG: No. 399-4A.
LEGAL 0£SCRIPTION
LOT 4 OF CARLSBAD TRACT No, 99-06, IN THE CITY OF CARLSBAD,
COUNTY OF SAN DIEGO, STAT£ OF CALIFORNIA, ACCORDING TO TH£ MAP
THEREOF No, 14831, FILED J,N THE OFFICE OF TH£ COUNTY RECORDER
OF SAN D/£GO COUNTY, JUNE 29, 2004 AS FILE No. 2004-0606935
OF OFFICIAL RECORDS.
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR 11{/S MAP IS THE NOR TH ERL Y LINE
OF LOT 5 OF MAP No, 14831, I.£ N 89'33'45" £.
HEF£H£NCES
G) PALOMAR FORUM MASS GRADING PLANS, OWG. 399-4A.
@ PALOMAR FORUM IMPROVEMENT PLANS, Dflr,: 399-4
@ HYDROLOGY STUDY FOR PALOMAR FOURM ··· LOT 4 DEVELOPED
CONDITION BY ODAY CONSULTANTS, INC., DA TEO JULY 29, 2005
STORM WATER MANAGEMENT PLAN FOR PALOMAR FORIJM -LOT 4 BY
OVA Y CONSUL TAN TS, DA TED JUNE 14, 2005
CARLSBAD MUNICIPAL WATER DISTRICT
,/1'-<:~~t: ',.(
ROBERT J. WO 1!<~33698
q' ..t,¥0&<.
DATE
DEPUTY CITY ENGINEER EXP. 6 /30 /06
DESIGNED BY: J,J. , H.R. DATE: JUNE 2005
DRAWN BY: C.F. Q,&C. SCALE: AS SHOWN DESCRIPTION: STANDARD STREET SURVEY MONUM£NT
Civil Engineering
Planning
Proces.sing
Surveying
PROJECT MGR,; __ ~=-H~. __ JOB N0.:_011010-10_
ENGINEER OF WORK:
LOCATION: APPROX 1400 F££T SOUTH OF PALOMAR
AIRPORT ROAD ON CENTERLIN£ OF
EL CAMINO REAL
/1\ ·-" DATE INITIAL
WONK TO BE DON£
THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING OOCIJMENTS,
CIJRRENT AT THE TIME OF CONSTRUCTION, AS OIR£CTEO BY THE CITY £NCINE£R.
I. CARLSBAD MUNICIPAL COD£
2. CITY OF CARLSB40 STANDARDS
3. THIS SET OF PLANS
4. PIP 05-04 APPROVAL LET7£R OAT£1) DECEM8£R 5. 2005.
5, 11{£ STANOARO SPECIFICATIONS FOR PIJBLIC WORKS CONSTRUCllON (GRE£N BOOK, 2003)
6. SOILS REPORTS ANO RECOMMENDATIONS BY VINJE &-MIDDl.ETON ENGINEERING, INC. DATED FEBRUARY 16, 2005 AND APRIL 21, 2005.
7. THE SAN 01£GO ARtA REGIONAL STANDARD DRAWINGS ANO AS M4 Y BE MOOIAEO BY THE CITY OF CARLSBAD SIANDARDS.
8, CARLSBAD M. W.D, RI/LES &-REG/JiAT/ONS FOR CONSTRUCllON OF POTABLE, REC/AIMED ANO
SEWER SYSTEMS LATEST REVISION OF STANDARDS ANO SPECIFICAllONS.
9. ENVIRONMENTAL APPROVAL OOCIJMENTS DATED OCTOBER 17, 2001, RES. ND. 5031
10. STORM WATER M4NACEMENT PIAN {SWMP} PREPARED BY Oi24Y CONSULTANTS, DATED JIJN 14, 2005
NOTE: 0/JANllT!ES ARE FOR BONO/NG PURPOSES ONLY. ACT/JAL 0/JANllllES M4Y VARY.
lfG[NQ
DESCRIPTION DWG. NO,• SYMBOL QUANTITIES
8' P.V.C. SEWER (PRIVATE). , , , , , , , , . , . , , , , , , ,S-5, , , , , , •
SEWER CLtANOUT. , , , , , , , , , , , , , , , , , , , , , , , S-6, , , , , , ,
B" P.V.C. WATER LINE, , , , , , , , , , , , , , . , , , , ,C.M.W.D, W-2
2" BLOW OFF VALVE ASSEMBLY (POTABLE), ,C.M.W.D. W-~ , , , ,
2' AIR VACUUM VALVE
FIRE HYOIIANT ASS£M8LY, , , , , , , , ,
,C.M.W.O. W-7. , , , ,
,C.M.W.O. W-12 , , , ,
THRUST BLOCK, , , , , , , , , , , , , , , , , , , , , , ,CMWO W-15 &-19 , ,
DETECTOR Cf/ECK VALVE, , , , . , , , , , , , , , , , , , ,C.M.W.D. W-22, , , , ,
2' WATER SERVIC£ W/ 2" BACK flOW PREVENTER
s-
--s--o --w--
-+-If--
-_.:: -w-__ J_
4,
r
ANO METER (WATER METER TO BE Pl.ACED BY
CMWD. INSTALL BACKFLOW PREVENT£R PER W-20), , , , , ,C.M.W.D. W-4, W-20, , , ---o-@)
• ALL DWG. NUMBERS R£F£R TO TH£ CITY OF CARLSBAD UNL£SS NOT£D OTHERWIS£
CITY OF CARLSBAD FIRE DEPARTMENT "AS BUILT" REQUIREMENTS
113 LF
2 tA
1056 LF
I tA
I tA
4 tA
5 EA
1 tA
1 tA
NO. OF F.H,(S)....LF.FLOW~O G.P.M. OUT OF ... i.J.H.(S).
BLDf SPRINKLED@NO ... F.FL0W~.G.P.M.
/4( ~,.
~;f 12/t /<JC,
RCE~2Z'J_ EXP,_4, /8t;jtJ'o DATE
I ,;/ ~-1/7.4 /ot-
REV! ;ITTD Id & !)l'lE MAR Hf { 1DATE1 /2/7/0<, ~1A 'A.·
INSPECTOR ATE
I SH,ET I CITY OF CARLSBAD I SH6TS I
ENGINEERING DEPARTMENT
IJIPROV£Jl£NT Pl.ANS FOR:
PALOMAR FOHIIM LOT 4
P J.P. 05-04
APPROVED 8r
:.. -~· ~fr.LENN THOMAS PRUIM U.JIS/ot:,
CITY ENGIN ER P 51274 EXPIRES 9-30-07 1DA T~
OWN BY: TP-rr. PROJECT NO. DRAWING NO. DATE INITIAL DATE INl11AL
2710 Loker Avenue West
Suite 100
Corlsbod, ColiforniQ 92010
760-931-7700
Fmc 760·-931-"8680
www.odoyconswitants.com
RECORD FROM: NORTH COUNTY VERllCAL CONTROL DATA
R-1800 308+76
ELEVATION: 297.25 M.S.L DATUM: NGVD 1929 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
CHKD BY:~ RVWD BY: P.I.P. 05-04 434-4
I: \981022\9822FI01.dwg Dec 12, 2005 1: 52pm
Xrefs: 9822\IIC; 9822P,N; 9822F!
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GENERAL NOTES
I. TH£ CONTRACTOR IS R£SPONSl8LE FOR INSTALLATION OF ALL SIGNING AND
STRIPING.
2. All SIGNING, STRIPING, AND PAV£MENT MARKINGS SHALL CONFORM TO T.'fE
F£DERAL HIGHWAY ADMINISTRATION /FHWAJ MANUAL ON UNIFORM TRAFFIC CONTROL
D£V/C£S (M/JTCDJ 2003 £DI TION AS AMEN0£0 BY TH£ MUTCO 2003 CAL !FORNI A
SUPPL£M£NT, THE CAL TRANS STANDARD SPECIFICATIONS /2002 OR LATEST V£RSION
THEREOF}, AND TH£ SP£CT/AL PROVISIONS.
3. ALL SIGNING ANO STRIPING IS SUBJECT TO TH£ APPROVAL OF TH£ P/JBL IC WORKS
DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION.
4. ANY DEVIATION FROM THES SIGNING ANO STRIPING PLANS SHALL BE APPROVED
BY THE ENGINEER OF WORK ANO P/JBL IC WORKS DIRECTOR PRIOR TO ANY CHANGE
IN THE FIELD.
5. ALL STRIP/NIJ SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS. STRIPING
SHALL BE REPA I NTEO TWO WEEKS AFTER IN IT I Al PA I NT I NG.
6. ALL S!GNAGE SHALL BE REFLECTIVE PER CAL TRANS SPECIFICATIONS AND SHALL
USE ENCAPSULATED LENS REFLECTIVE SHEETING /HIGH INTENSITY OREO/JAL/.
?. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING
AND MARKINGS WITHIN A 500' PERIMETER OF TH£ CONSTRUCTION PROJECT WILL
BE RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING TH£ APPROVAL
OF THE CITY INSPECTOR.
8. EXACT LOCATIONS OF STRIPING ANO STOP l lM! TL INES SHALL BE APPROVED BY
THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTITIVE PRIOR TO INSTALLATION.
9. CONTRACTOR SHALL REMOVE All CONFL !CT/NG PAINTED LINES. MARKINGS, AND
PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE
CONTRACTOR.
10. ALL PAVEMENT LEGENDS SHALL BE TH£ LATEST VERSION OF THE CALTRANS STENCILS.
I I. L !Ml TL INES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL
HAVE 10' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED.
12. ALL CROSSWALKS, L /Ml T L !NES, STOP BARS, PAVEMENT ARROWS ANO
PAVEM£NT LEGENDS SHALL 8£ THERMOPLASTIC UNLESS OTHERWISE
SPECIFIED.
13. FIR£ HYDRANT PAVEMENT MARKERS SHALL CONFORM TO TH£ M/JTCO 2003 EDITION
AS AMENDED BY TH£ 2003 CAL !FORNI A SUPPLEMENT AND SAN DIEGO REGIONAL
STANDARD DRAWING M· /9.
14. All MEDIAN NOSES AND FLARES SHAU BE PAINTED YELLOW
15. ALL SIGNS SHALL 8£ STANDARD SIZE AS SHOWN IN THE MIJTCO 2003 EDITION AS
AMENDED BY THE CALJFORN!AL SIJPPLEMENT UNLESS OTHERWISE SPECIFIED.
16. SIGN POSTS SHALL BE SO/JAR£ PERFORATED STEEL TUBING WITH BREAKAWAY BASE
PER SAN DIEGO REGIONAi. STANDARD DRAWING M-45.
IT. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED /JS/NG A STANDARD
CITY OF CARLSBAD MOUNTING BRACKET WITH STRAPS.
18. EXISTING SIGNS REMOVED BY TH£ CONTRACTOR SHALL 8£ DEL /VERED BY THE
CONTRACTOR TO TH£ CITY OF CARLSBAD PU8L IC WORKS YARD AT 405 OAK
AVENUE.
/9. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED
BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO
BE RELOCATED OR TO REMAIN.
20. ( IF NECESSARY/ WHERE R4-T S 10N ANO OM/-3 OBJECT MARKER ARE TO BE
INSTALLED IN A 2-FOOT WIDE MEDIAN NOSE, THE R4-i' SIGN SHALL BE /8"x24"
AND THE OM/-3 OBJECT MARKER SHALL BE !2"x/2".
"AS-BUR,T"
~ ~{ l2NcJ<o
P.E.~223 exJ ~'.ks DATE
I.el~<, ' TE
L011
2710 Loker Avenue West
Suite 100
Carlsbad, Colifornio 92010
760-931-7700
Foic 760-9.31--8680
www. odayconsu I ton ts. ,;:cm
Civil Englneerlng
Planning
Processing
Surveyin9
/
LOT 4
INQEXMAP
SCALE: I'= 60'
DESIGNED BY: J.J. , H.R. DATE: JUNE 2005
DRAWN BY: .__lL G 110._ SCALE: ftS SHOWN
PROJECT MGR.· K.H. JOB N0.:011010-10
DATE:/ 3/, ~
RCE: 60223
BENCHMARK:
DESCRIPTION: STANDARD STREET SURVEY MONUMENT
LOCATION: APPROX. 1400 FEET SOUTH OF PALOMAR
AIRPORT ROAD ON CENTERLINE OF
El CAMWO REAL
RECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA
R-1800 308+76
ELEVATION: 297.25 M.SL. DATUM: NGVO 1929
/l\
DATE INITIAL
ENGINEER Of WORK
R/W 72' R/W
2' OVERHANG
to' 26' e 26' 10'
GH£Y HAWK COURT
PARKING
18'
VARIES
18'-32'
NO SCALE
VARIES
60'-64'
DRIVEWAY
24'-28'
t
PARKING
18'
2' OVERHANG
V1.J~S 7 r:3.0' PC SWALE VARIES 1-%
-4' A.C. PAVEMENT OVER 12' A.B. (MIN.)
OR 6¼' P.C.C. OVER 6' NAITVE COMPACTED TO 90%
OR AS RECOMMENDED BY SOILS ENGINEER.
PH/VAT£ OHIV£WA Y TYPICAL SECTION
PARKING
18'
(TYP.)
NO SCALE
VARIES
60'-64'
DRIVEWAY
24'-28'
VARIES
..l:::M
PARK/NC
/8'
(TYP.) 2' OVERHANG
6' TYPE 'c-1' CURB -C:-11-0.5' (TYP)
(W/ OPENINGS FOR DRAINAGE) --.__ 4' A. C. PAVEMENT OVER 8" A.8 (MIN.)
OR 6]1' P.C.C. OVER 6' NAITVE COMPACTED TO 90%
OR AS RECOMMENDED BY SOILS ENGINEER.
OR TYPE 'G' CURB ANIJ CUTTER
TYPICAL PRIVATE ORIVEWA Y
SH££T INDEX
SHE.'E.'T NO.
1. ' '
2
J-5.
6. . .
NO SCALE.'
0£.'SCR! PT/ON
.TITLE SHEU
KEY IMP, STREET SECITONS, DETAILS, & NOTES.
.WATER PLANS
SEYIE.'R Pl.ANS
I S2ET I CITY OF CARLSBAD ·~··-ENGINEERING DEPARTMENT
/!.lf'/?0'1£1,f£NT PLANS FOR:
PALOMAR FORUM LOT 4
INDEX, SECTIONS & DETAILS
I SH6TS I
P.lP. 05-04
, APPROVED .II'
"".., ~. •1' GLENN THOMAS PRUIM 1/~6
CITY ENG, EER E 51274 EXPIRES 9-30-07 'DAT-
DWN BY: , ,. ,.,. PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY:~ 434-4 REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWO BY: P.I.P. 05-04
I: \981022\9822F!02.dwg Dec 13, 2005 8:25am
Xrefs: 9822FI; 9822FUTL; 9822ASTR; 9822FMAP: 9822Autl; 9822EGRD: 9822FGRD; 9822AGRD
··020306
)
-. ----· ·-··--··· . --··---" --
. ----·--·-·-· ------~------
-------·---------~-··----·-' ------·-"" .. ____ ,. __ ,-----· ·--
C~/~T s
2710 Loker Avenue West Civil Engineering
Sl.iite 100 Piann;ng
Corlsbod, Co!lforrila 92010 Processing
760-931-7700 Surveying
Fax: 760-931-8680
www.odoyconsu!tonts.com
--------r-----. --------1-----·------··-· ---·-· -. -----'"---r---·-··----------
.cc-t--c----c-c···•-·-·· ---·· ·-------------I ---
-----------·--·----.------------·-. ---·---
PLAN: WATER LINE ~ '
DESIGNED BY: J,J H.R.
DRAWN BY: C.f. Q,li;Q.
PROJECT MGR.· K.H.
ENGINEER OF WORK:
K~N.i
SCALE: 1" = 40'
DATE: JUNE 2005
SCALE: 1" = 40'
JOB NO.: 011010-10
DATE: / /,st /4,~
RCE: '60223
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 VERllCAL CONTROL DA TA
R-1800 308+16
ELEVATION: 297.25 M.S.L DATUM: NCVO 7929
o' 10' 40'
20 80'
SCALE: 1" = 40'
i
i NOTE!! ' ..
' ' . C
•" S££ SHEET 6 FOR PR/VA TE SEWER
S££ OWG. No,4.J4-4A FOR GRADING
fl\
DATE INITIAL. DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL
•: \981022\9822FI03.dwg Dec 14, 2005 8: 01 om
Xrefs, 9822AGRD; 9822AUTL; 9822ASTR; 9822FGRD; 9822EUTL: 9822FI; 9822FMAP: 9822FUTL; 9822FPRO
DATE
WAT£R DATA . . .
NOi DELTA/BEARING RADIUS LENGTH REMARKS
I N 14"39'32" W 17.27' 8" PVC .;: CL 150 HG 700
2 N 75"20'28" E --!f.54' ,, "
J .1=19°51'34" 300.00' 103.98' • • , -----4 N 55"28'54" £ --53.90' • •
5 N 34"3t'o6" E 32.40' • "
6 &=--19°12'.51" 300.00 100.60 • • •
• NO OEFLECTIONS AT 8[lLS, FITTINGS OR OF THE PIP[ WILL 8£ ALLOWED.
THE /JS[ OF OfFLECTION COLLARS SHALL BE REOUIR[O.
"AS BUILT"
M-JIL-;t/;k,
EXP. 6,/.zo/Jt3
.~
RCE ~223 DATE ' R:;_y(¼.
7 ~ ' INSPECTOR 1~11i, 7 D TE
I SJT I CITY OF CARLSBAD I SH6TS I ENGINEERING DEPARTMENT
IJIPHOV£JJ£NT Pl.ANS FOR:
PALOMAH FONUM LOT 4
WATER LIN£ :4' P.lP. 05-04
APPROVED9r
A. .4-~ ,J. , ,,. GLENN THOMAS PRUIM ~/,W~
Ci ,y ENcii!iEER "'l"E 51274 EXPIRES 9-30-07 DATE
OWN BY: '. '. PRO,JECT NO. DRAWING NO. INITIAL
CITY APPROVAL
CHKD BY:~
RVWD BY: P.I.P. 05-04 434-4
\
}
L
020,306
)
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i
I
. --------------.. : L .
. -.i -11. --. ------------ ----------. ---·----·--. ---.
c~/~ s
2710 Loker Avenue West CMI Eng:neerlng
Suite 100 P!annlng
Corlsbod, Cdifornio 92010 Processing
760-931-7700 Surveying
Fo;:: 760-931-·8680
www. odaycon suitor ts.com
--------·--< . ·---·· ------~----·---___ ,
,,_,fc .. ---1-.
·---. -------·~"'--··
16
. •. • .. T
----~--d--
/6 .......... ..,_, -11'--
18
-
--w-
PLAN: WATER LIN£ ~ ,
DESIGNED BY: J.J. ' H.R.
DRAWN BY: C.F. ~
PROJECT MGR.· K.H.
ENGINEER OF WORK:
~L K H W. HANSEif
SCALE I" = 40'
DATE: JUNE 2005
SCALE: 1" -40'
JOB NO.: 011010-10
DATE ~lid(.,
RCE: 60223
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 VER77CAL CONTROL DATA
R-1800 308+76
ELEVATION: 297.25 M.S.L. DATUM: NOVD 1929
" -·-·----~-----~--- - - --_, ---
. ----·-----ry••-----" -------- - - - - - -
\
, T
t' '\
'" "
/-
I o' 10' 40'
20
SCALE: 1 " = 40'
I \ \ J:.. I \
" " •'
/1\ As IN 1 1..T I I -'30· 0lc K.H ---· DATE INITIAL DATE INITIAL DATE
__ ,. ___ -------· ·--------. ------------· . ·--· -·----,--
WATER DATA
1NOI ·--·---"
DELTA/BEARING RADIUS LENGTH REMARKS
I N 15'18'!5" W 70.73' 8" PVC~ Cl /50 H6 100
2 N 74'4 !'45" E 390.15' " H
3 A -05° 12'35" 300.00' 27.28' ,, • ,
4 N 69'29 '09" E 6.33' ,, •
5 N 20'30'5!" W 58.82' • •
' NO 0£Fl£CTIONS AT BELLS, FITTINGS OR OF TH£ PIP£ WILL BE ALLOW£0.
THE US£ OF 0£Fl£CTION COLLARS SHALL BE REOUIREO.
"AS BUILT"
}{4/tw~ 16j<#/44
RCF foOZ2.3 EXP JS DATE
'
RE,~~ BY//l r¼ . /2/2/01,,,
fNSPECTOR . , DATE
I SH,ET I CITY OF CARLSBAD I SH6TS I
ENGINEERING DEPARTMENT
IIIPROVFll£NT PLANS FOR:
-·--·--·-PALOMAR FORUM LOT 4
WATER LIN£ '.4' P.I.P. 05-04
APPROVED Qt"
~ ~· --• '"" GLENN THOMAS PRUIM '/'(,.,,,,;;
CITY EN EER .... PE 51274 EXPIRES 9-30-07 7A T--
DWN BY: fr:: rr:: PROJECT NO. DRAWING NO. INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
CHKD BY:~
RVWD BY: P.I.P. 05-04 434-4
!: \981022\9822FI04.dwg Dec 13, 2005 8: 48arn
Xrefs: 9822AGRD: 9822AUTL; 9822ASTR: 9822FGRD: 9822EUTL: 9822FI; 9822FMAP; 9822FUTL: 9822FPR0
)
020306
.,..
0 "'II
~
·-----., ----~"'--·-·-.
-----.. ·t -·----'s.---------
---1 --·----~--
-----~-·------------
.. __ ,.,_ __ _ ---------~
l~§fdB$q~*~~*~~f~~f~sf~+$~=t~+f4'=+¥'4'=---t,=lst~+tf7=t··==·t4+tc:t=r-----=f+jsfjltjbtdftq,---=t,.·jftdBtjffjtit=!tttittttitt§ttt~titjtfj1fjftffil~fjtfJtfjtf--j_ t+•·•.f-jf t.· •::.r.r
OfESS/
:<._V-'IL H~
'-' '{y ~ "' "' -o NO, 60223 i1/i \,t EXP, 6/J0/06 ~
c~/!?~, s
2710 Loker Avenue West CivU Engineering
Ss.aite 100 Plonning
Corlsbod, Col1fornio 920'l 0 Process:ng
760-931-7700 Swrveylng
CJ Vi\.. Fox: 760-931-8680
OF CALI' www. oda ycon sultan ts. com
·•---
PLAN: WATER LINE )I I
SCALE: 1• ; 40'
DESIGNED BY: J,J, , H,B, DATE: JUNE 2005
DRAWN BY: C.F. G.3.G, SCALE: 1· ~ 40'
PROJECT MGR,; ___ K,H._ JOB NO,: 011010-10
EN#iL-
DATE: /1/~
KEITH W, HANSEN RCE: '60223
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+76
ELEVATION: 297.25 M.S.L DATUM: NGVD 1929
o' 10' 4□'
20
SCALE: 1" ; 40'
/1·::0-Dlo Jt,H /j\ AS 80/li
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
L \981022\9822fl05,dwg Dec 13, 2005 8: 52om
80'
---······-----------·-
------~-----·---
___ ., ______ _ -------------
WATER DATA
NO DELTA BEARING RADIUS REMARKS
DATE INITlAL
OTHER APPROVAL
DATE
I
2
INITlAL
CITY APPROVAL
N 20'30'5I' W ' !JI}, /-ti' 8 PVC ~ CL 150 HG 100
N 00'23'/J,t" W ---3HF
I t;0.00' G2 ro' ; l.'-7_/
't BUILT" ,i?# _,... __B.}!/4&
RCE~Zz.3 EXP,&,/3(; led DATE
~-BYf/21 ;J/. -
OR
/lj-,ftJl,
olrE
I SrsET I CITY OF CARLSBAD I SH6TS I
ENGINEERING DEPARTMENT
IIIPHOV£J.1£NT Pl.ANS FOH:
PALOMAR FOHl/M LOT 4
WATER LINE :-4 ' P.!.P. 05-04
APPROVEDdY
_4 ~ ~-~ •-GLENNTHOMASPRUIMJ/,;1~4
CITY EN EER ""PE 51274 EXPIRES 9-30 07 'oA--
DWN BY: ,, ' ' PROJECT NO. DRAWING NO,
CHKD BY:~
RVWD BY: P.I.P. 05-04 434-4
Xrefs: 9822AGRD: 9822AUTl: 9822ASTR: 9822fgrd: 9822EUTL; 9822FI; 9822FMAP: 9822FJTL: 9822FPRO
:020306
J
...
":: --:: : : ,_,,_ ~.:::::r::::-:. +~·J---i--c-+c--+-.-;_:•0:i. ::'' _-_-'.
.. : .. -~--·-··:": ".'":::"·:
·--, __
-·-~--·
------
---,--4
"·• ------·
.
., ,. -·--
+.------
.:·:-:. ---
• ,h,">'"•"""
. ----1 ,..,~::-•--.::.:.~-
-·'"''""
" . ·-" ...
-_, ,.
·,.::::...
I
. . , " "" . "'., " "'
------~-··•t-·----. " ----,---
... ·• :::_
------•-•N~•,
'. -:·:.:·:_;
t
., ... ,,,, ___ ,,
-• c·· ..
~ ..
; ~::.::r . ""
" __ ,
....
---~-"%•• _., .. -----,
----.
'"I'"'
----.. .,. -
.,.,,,,
::::.:.,..::.:: , .. ·-· ... . . .i·· ·•· •·-"'. . . ,..,.-,,,,-:. -----. __ ,,,,._ ,,,
-~ ··• -~
. . . ··-· "' ,-1---·-•-
~ -~ -.:::-;::r::., .:-.j_ :--:-. -+~➔-~-;-~ ;::.,.,::··
·= :;:.-:fil'/fil/L"!l::tl::_~ ... ::::'$ ·:: . . ~=~· ~ ... . ----_., __ , __ ,.,. ---. ---· ,.:.
-·-. ;
' ~--•r~~,·-
-,-1---
~-:.:_ ·::•T-•,.,.,,,~-~ '
-:--:: --.\--1
--,---
---.....
---➔"
+ . . ,_ ·t ::_. __ ,~ _,_,,, .
•-f-•---
---.,.
. --''" .
......
.. ---t" "
•••-~---•~•~• m•~ "'"'"""" " . ----'"'' --
.... , --
----·--y , ... ""
g
"' .. ,,.,.
---~~l:·----"· --.... --.
'""l
·•-· . . . ,. •·.
PLAN: PRIVATE SEWER LINE
SCALE: 1• = 40'
2710 Loker Avenue ~st
Suite ioo
Corhibad, Collfornlo 92010
760-931-7700
f"ox; 76-0-9.31-8680
www. odoyconsu-1 tonts. com
s
Civil Engine'11ring
Plotinlng
Proe$$S1Mg
Surve'jling
DESIGNED BY: J,J .. H.R.
DRAWN BY: C.F. G,&;C.
DATE: JUNE 2005
SCALE: 1" = 40"
PROJECT MGR.~· ~K-~H~_ JOB N0.· 011010-10
KEIT!lW.llllN~ • DATE:I#&
RCE: 60223
... ,.,.
··.·.~ .. ····.·• "" . ---~ " .
....... ------:::~r•-" ....
,;··".:_ .,. •,
""'•+------'-1·---
L
. ---1 -...
-'·--
-------
.:.---1~.:.:..·:
:.:.-.:..~·----> ,., ... --__ ._ ·--·--=' -... , .. . . .-.
·-... ----.
11
1 '" ..
--, ---
..... ,, .. "' ';•
BENCHMARK:
DESCRIPTION: STANDARD STREET SURVEY MONUMENT
LOCATION: APPROX. 1400 FEET SOUTH OF PALOMAR
AIRPORT ROAD ON CE:NT£RL!N£ OF
EL CAMINO REAL
RECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA
R-1800 308+76
ELEVATION: 297.25 M.S.l. DATUM: NGVD 1929
--.-+-· •.... ,;...--..
'
t '" "' · . .:.
" .,. "
.. .. . .
[)ATE
' ... "
. . ., .. ,_:
---y·----:.-... , ,., '
-_-__ ': ·: __ _. __ -"'; · .::: '" -
.
/1\
INHIAL
ENGINEER Of WORK
;:.:::.,:;;, ··-=
-~·;..:: . -:::.;,::_
' __ 1--·; .>-::':. ~:: ''
" .... "' ·•--·"
~--:-:.~ ~.-.:::
-· --. " -
·.,:·_,;:,;
" .. ,
" , .... -. . . --_.,_,___ ______ , .. .-
------·
--. . .
...
'.. .
'-----;---
----. _, .• -!--... '"". "1 -'=i'
·--•·. ·-" • ~; ::. ,: i " . "' ·t"'• + .
REVISION DESCRIPTION
I: \981022\9822FI06.owg Dec 13, 2005 9:12am
----
'
"" , __
t····---,, ..
--------
DA TE INITIAL
OTHER APPROVAL
Xrefs: 9822AGR0; 9822AUTL; 9822ASTR; 9822FGRD; 9822FUTL; 9822EUTL; 9822FI; 9822FMAP; 9B22FPRO
. ;--. ,,
DATE
..:..::::.:::..
~--------~-----
'--+~-t ··: --,;_ "7' """'•I• .~
·-------·+ --~---·-t
..... , -'""" ,. , •. '" '" 1-"
•··+··--
:--., . '
. "· -"". --<-·
..... ..,,. ... "
,,:: "' (· .. '" ..
. • .. ,. --1
. '" . ---•.":--
" '"""
.. ,,:~·:-~-•
,·-·::-.:..::
. . . . :··_ ,::.:·: ".::-..:::
--·-. ---.
. . . . ---
·, .. '.f ....
-~t-~ ~ t:.
··~--: " --~--~
~:::.:; ---, ·:..--·~ ·;__,--·::+:__:
.--+-·~ "
PRIVATE SEWER DATA
~ OCLTA/OCARING RADIUS LENGTH REMARKS
I S 56'19'56" -112.42' e• PVC
o· 10' 40'
20 80'
SCALE: 1' = 40'
BUILT"
RCE (,c2Z3 DATE
.,., ...
, ........ ,, .
CITY OF CARLSBAD
ENGINEERING DEPARTMENT
I SH6TS I
WATF:R Pl.ANS FON:
PALOMAR FORUM LOT 4
SEWEH UN£ )I I
APPROVED.fY
.,.._ ,,e ~ • _ _,. 'f"' ,p.G
CITY ENGl~'E:ER ~'PE 51274
GI.DIN THOM/IS PRUIM
EXPIRES 9-30-07
P.I.P. 05-(H
INITIAL PROJECT NO. DRAWING NO.
CITY APPROVAL
DWN BY: '
CHKD BY: C.'15
RVWD BY:(._ P.I.P. 05-04 4.14-4
0,.
0 -n
0,.