HomeMy WebLinkAboutDWG 409-9; CT 01-13; LAGUNA POINT; 01-03------,--------------------------------•-----------------------------------••------•---------------------------------------------------------------------, B WORK TO BE DONE
GcNERAL NOTES
I. THIS PLAN SUPERSEDES A/.L OTHER Pl.ANS f'HEl,10/JS/. Y APPROITTJ BY THE CITY
OF CARLSBAD REGARDING IMPROVEMENTS SHOltN ON THIS SET OF Pl.ANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE
CARISBAO MUNICIPAL COO£, RESOLUTION OF COND/170NAL APPROVAL, CITY
STANDARDS OR OTHER A00/170NAL DOCUMENTS US7fJJ HEREON AS THEY MAY
PERTAIN TO THIS PROJE~T. THE ENC/NEER IN RESPONSIBLE CHARGE SHALL
REI/IS£ THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENCINEER-
OF-'IIORK FROM RESPONSIBILITY FOR THE CORREC 170N or ERRORS ANO
OUl'iS/ONS DISCOVEREO DURING CONS/1WCTION. ALL PLAN REI//SIONS SHALL
BE i-'ROUPTL Y SUBMITTED TO THE CITY £NC/NEER FOR APPROVAL.
4. A RIGHT-OF-WA Y PER/Jff FROM THE CITY ENC/NEER WILL BE REOUIRED FOR ANY
WORK. IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CER/1FICATE OF INSUFi~• 'E UUST BE FILED NAU/NG THE CITY OF CARLSBAD AS
AN A00/170NAL /NSURtO IN THE PERU!TTEE'S POLICY IN THE U/NIUUU AUOL/NT
OF I ,(J()(),000.00 "CR D' ':fl OCCURRANCE OF LIABIUTY. THE INSURANC£
COMPANY 'M(IT/NG T!!fa J' VCY MUST HA ff" A RA TING OF "A. AND A SI~
CATEGORY Q[. CLAS' I' ,t, i ESTABUSHEO BY "BESTS" KEY RA 17NG GU/0£
5. NO l+OI ' :,ii,, ' h. ~~CNCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM
THE CITY A,'d OntER A, '1-~0PRIATE AGENC/£'l.
6. REI/IS/ON Jf TNCSE F:,ANS UAY 8E REOUl/1/EO IF THE PROPOSED
IMPROVEMF.N '5 ,'Sc NOT 1'0NS/1WCTED PRIOR TO THE DEADLINE DATE OF THE
IUPRO VEMF.N . 4GR"FMEN T,
7. NO REI//SION.': 1111.L BE MADE TO THESE PLANS WITHOLIT TH£ WRITTEN APPROVAL
OF THE CIT' ENfJ/NEEH. N07fJJ l+ITHIN THE REI/IS/ON BLOCK, ON THE
APPROPRIA.T/ .. 'HD'T OF THE PLANS ANO 17TLE SHEET.
8. ORICINAL DRAHfNGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
S!GlvEO BY THE-CITY ENGINEER.
9. THE ORICINAL ORA WING SHALL BE REI//SED TO REFl.£CT AS-8/JIL T CONDITIONS
BY TH£ ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
10. ACCESS FOR FIRE ANO OTHER EUERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL 17MES DURING CONS11?UC/10N.
II. 'MfERE 7RENCHES ARE WITHIN CITY EAS£UENTS, A SOILS REPOHT COUPRISED OF:
{A) SUMMARv SHEE~ {B) LABORATORY WORK SHEETS ANO (C) COUPAC/10N
CURVES, 5''.ALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF fHE STATE OF
CALIFORNIA, PRl'1C/PALL Y DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. Tl/£ SOILS REPORT WILL BE SUBUITTEO TO THE CITY ENGINEERING
INSPECTOR Wl'flf/N 00 IWRKING DA Y.5' OF COMPLETION OF FIELD TESTS. THE
'+l?ITTEN FIELD COUPAC/10N REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO
,'HE CJ ;Y ENP1lEERING INSPECTOR UPON COUPLE/10N OF THE REW TEST.'l.
12. A PREQ.-VVSTRUCUQN U££71NG SHAii Bf HELD AT THE 'itTf PRIOR ro 'THE
BEGINNING OF WORK AND SHALL BE A TTENOEO BY ALL REPRESENTA 171/ES
R£"iPONS/.'ILE FOR CONSTRIJc'/10N, INSPECl70N. SUPERI//S/ON, TESTING AND ALL
OT/1FR ASPECTS OF THE ~ THE CONTRACTOR SHALL SCHEDULE 'flfE MEttiNG
THROLIGH '7.'I:. ,"'ERMIT CLERK760-602-2740) AT LEAST FIVE(5) WORKING DA Y.5' PRIOR
TO STAR/1N6' CONS/1WCT/ON. APPROVED ORA'MNGS MUST BE AVAILABLE PRIOR TO
SCHEDULING.
IJ. ALL INSP<:CTION R£QU£Sf'S OTHER THAN FOR PR£CONS11?UC/10N MEETING 'MLL BE
MADE BY CALLING , '1F ENC/NEERING 24-HOLIR INSPECTION REQUEST LINE AT
C!§.0) 4..T8-3891.INSPEC/10N REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M.
ON h ~ /JA Y BEFOB£. 11/F IN5P[CT10N tS &tmm INSPECTIONS WILL BE MADE
'flfl ,,.,0 WOR~ DAY ,,,tESS YOU REQUEST OTHERl+ISE. REQUESTS UAOE AFTER
2: 00 P.!,. "f/LL '1£' •~HEOULEO FOR 00 FULL WORK OA Y.5' LA TER.
14. THE Oi+rltli AND IOR A('f-'iJCANT THROUGH THE DEVELOPER ANO/OR CONTT?ACTOR
SHALL 0£.' IGN, ·, :OVS/1WCT ANO MAINTAIN All SAFETY DEI//C£S, INCLUDING
SHORING, IND ! HALI B'c SOLE/. Y RESPONSIBLE FOR CONFORUING TO ALL LOCAL,
5TA TE AN, ' FED, 'R.4L S4FETY AND HEAL TH STANl)AROS, LAWS ANO REG/JLA 170NS.
15. ,THE CONT1',4CTOI' SHAU CONFORM TO LABOR CODE SEC/10N 6705 BY SUBMIT/1NG
A DETAIL 'LAN TO l'' CITY ENGINEER ANO/OR CONCERNED AGENCY SHOWING
THE OESJGV OF 'if'ORING, BRACING SLOPING OR OTHER PROVISIONS TO BE UADE
OF WRKE 7 PRG Tr. r '/(W FRDII THE HAZARD OF CAVING GROL/NO DURING 71/E
EXCA VA TIG '✓ or X C'H TRENCH OR TRENCHES OR OUR/NG THE PIPE INSTALLA 170N
'flfEREIN. THIS P1 ,◄N Al' ST BE PR'PARED FOR ALL TT?ENCHES FIVE FEET {5') OR
MORE IN DEPT,, ANl ll'PROVEO f;Y THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO O !:AVA TION. IF THF PLAN VARIES FROM THE SHORING SYSTF./L
Sll,NQARQS £STARf{S4FQ RY THF CQNST8{JCTION 'iAEFTY QRQFR'i llUf ~
CAIJFORNIA ADMINISlH,4 T'lf CODE. THF PLAN SHALL BE PREPARED BY ,L
Rt.'Clc'TERED ENC/NEER AT THE CONTT?A CTORS EXPENSE. A COPY OF THE CSHA
EXCA VA 170N PERMIT MUST BE SUBUITTED TO THE INSPECTOR PRIOR TO
EXCA VA T'ON.
16 IF ..../',NY ARCHAf~1 QG/CAL RESOURCES ARE DISCOVERED WTHIN ANY IIQRK ltlfo/£.
OUR/NG CONSIHIICTION, OPERA T1QNS lftll CEASE IUUFDJA m >". ,_AM}_ TH.:
PERUITTFE l+ILL NOTIFY THE CITY ENC/NEER. OPERA 170NS 'MLL NOT RESTAR,
UNT!l THE PERMITlfE H,'iS RECEIVED WRITTEN AUTHORITY FROM 'flfE c,; Y
ENGINEER TO 00 SO.
11. All OPERA 170NS C INOUC7fJJ ON THE SITE OR ADJACENT THERETO. INCI.UDIIVG
WARUINC UP, RE, 'AIR, ARRIVAL, OEPARTURf: OR OPERATION OF TT?UC/<'S,
EAR'flfUOVING EQU/, 'MENT, CONS/1WCTION EQUIPMENT ANO ANY OTHER AS:s'OC/li TED
GRADING EQUIPMENT SHALL BE UM/TEO TO THE PERIOD BETWEEN 7:00 A.M. ANO
SUNSET EACH DAY, UONOAY THRU FRIDAY AND NO EARTHMOI//NG OR GRADING
OPFRA llONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDA Y.'l. (A UST OF arr
Hi' ID.A Y.5' IS A VAIL:" .E AT 'flfE ENC/NEERING C~0 ARTMENT COL/NTER.)
IIJ. ALL ~-SITE HAI ROL/TtS SHALL BE SUBMITTEJJ BY THE CONTl?ACTOR TO llJ[
dTYJGINEER FC AP8~~VAL TWO FULL WORKING DA Y.5' PRIOR TO BECINNING Of.'.
WORK. THE CONTT?ACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR OAUAr,£
QCCURRING ALONG THF HAUL ROUTE OR ADJACENT STREETS AS A RFSUI T (;,:· 11:iE
GRADING OPERA TION.
11. NrJ BLAS/1NG WALL BE COMMENCED WTHOUT A CITY £NG/NEER APPR(,VEO
BLAS/1NG PROGRAM.
20. THE EX/. 1ENCE ANO LOCA !ION OF U/1UTY STRUCTURES ANO FACILITIES SHOltN
ON TH[ CONS11?l,1:/10N PLANS l+f'RE OBTAINED BY A SEARCH OF THE A VA/LAB/.£
RECOR/IS. ATTEA'l70N IS CALLEO TO THE POSSIBLE EX/ST[NCE OF OTHER
UTILITY FACILITIES OR S/1WCllJRES NOT SHOWN DR IN A LOCATION 0/FFER,NT
FROM 'HAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DU£
PRECAt /170NAR Y MEASURES TO PROTECT THE U/1L/17ES SHOWN ON 'flfE PLANS ANO
ANY orHER EXISFNG FIC/L/17ES OR STT?UCllJRES NOT SHOWN.
21. 7HE CO,'ITRACTOR ~!' ◄
1 L VERIFY 'flfE LOCATION OF ALL EXISTING FACIL/17ES
f;AB;,,, .. ?Ol,vD 1;, JNDERGROL/NO) WITHIN THE PROJECT SITE SUFFICIENTLY
HEAD OF THE CONSTt?UC/10N TO PERMIT THE REI//S/ONS OF THE CONS/1WCTION
PLJNS IF IT IS FOLINO liiA T 'flfE ACllJAL LOCATIONS ARE IN CONFLICT W'flf
THE PROPOSED WORK.
22. THE CONTl?ACTOR SHALL NOTIFY AFFECTED Um.JTY COMPANIES (S£E BELOW) AT LEAST 00 FULL WORKING DA Y.5' PRIOR TO STARTING CONS71?/JCTION NEAR THEIR
FAC/Ll/1ES ANO SHALL COOROINA TE WORK l+ITH A COUPANY REPRESENTATIVE.
UNDERCROL/NO S£RI//CE ALERT {800)422-413.J
SOC&E (800)660-7343
SBC (800}892-0123
ADELPHIA CABLE {760)438-7741
COX CuUUUNICATIONS (160)806-9809
CITY OF CARLSBAO{S11?EETS .t STORM DRAIN) {760)434-2980
t:ARLSBAO MUNICIPAL WATER 0/STT?ICT {SWR, W1I?, .t RECL, W7R) {760)438--2722
'5AN 0/ECUITO WATER DISTRICT {760)633-2650
tEUCADIA CO!Jf!TY WATER OISTT?ICT {760)753-0155
"IALLEC/TOS WATER D/STT?ICT {760)744-0460
fJLIVENHAIN WATER DISTRICT (160)753-6466
BUENA .-◄NITA TION 0/STT?/CT (760)726-1340
SPECIAL NOTES
THE FOLLOWING NOTES ARE PROVIDED TO Cll>C OIR£CTIONS TO THE CONTl?ACTOR
BY THE ENC/NEER OF l+ORK.
1. NEITHER THE OWNER NOR THE £NC/NEER OF WORK WILi. ENFORCE ~FETY M£AS/JRES
OR RECIJLA TIONS. THE CONTRACTOR SHALL DESIGN, CONSTT?UCT AND MAINTAIN ALL
SAFETY DEVICES, INCLUDING SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR
CONFORMING TO ALL LOCAL, STA TE ANO FEDERAL SAFETY ANO HEAL TH STANDARDS,
LAWS ANO REGULATIONS.
4. CONTT?ACTDR IS REQUIRED TO TAKE PRECAU/10NARY UEAS/JRES TO PROTECT THE UTILITY
UNES SHOWN HER£0N AND ANY OTHER EXISTING LINES NOT OF RECORD OR SHOWN
ON THESE PLANS.
5. WHERE TRENCHES ARE ADJACENT TO FUTURE BU/WING SITES, SOILS REPORTS SHALL BE
SUBMITTED TO 'flfE ENGINE£R OF WORK BY A OUALIFIED SOILS ENGINEER WHICH CER/1F'f'
THAT TRENCH BACK FILL WAS COMPA CTEO AS DIRECTED BY THE SOILS ENGINEER IN
ACCORDANCE WITH THE ON-SITE EARTHWORK SPECIF/CA 170NS.
* AS omNED IN ANO LIM/TEO IN SECTION 6735.5 OF THE BUSINESS ANO
PROFESSIONAL CODE OF CALIFORNIA.
6. ~FETY FENCES SHALL BE PROl//0£'0 BY THE CONTT?ACTOR WHERE REOUIRED BY THE
ARCHITECT, ENGINEER OR SCHOOL D/STT?ICT.
7. OUR/NG AC/1VE CONS11?UC/10N, AREAS SHALL BE WA TE/1/EO TO REOUCE FUGITIVE ousr.
8. CONTT?ACTOR TO ADJUST ALL PROPOSED ANO £XIS/1NG FACILITIES TO GRADE.
' ------
•, ,,..
'••
' ,.
, . .._, ,,· ,,
'
THE IMPROVEMENT WORK SHALL BE PERFORUED IN ACCORDANCE WITH THE
FOLLO'MNG DOCUMENTS, CURRENT AT 'flfE 17ME OF CONS11?UC/10N, AS DIRECTED
BY THE CITY ENC/NEER.
I. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
J THIS SET OF PLANS.
4. HOL/S/NG ,t REOEVELOPUENT COUM!SSION RESOLUTION NO. 352.
5. DESIGN REVIEW BOARD RESOLUTION NO's. 280. 281 &-282.
6. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUC/10N {GREEN BOOK}
7. SOILS REPORT AND RECOUMENOA 170NS BY GEOTECHNICS INCORPORATED,
DA TEO DECEMBER 17, 2001.
8. THE SAN DIEGO REGIONAL STANDARD ORA'MNGS ANO AS MAY BE MODIFIED BY
THE CITY OF CARLSBAD STANDARDS. . ,
9. GENERAL CONSTT?UCTION AC/11//TY -STORM WATER POLLU/10N
PREVENTION PLAN {S'M"P) FOR LACUNA POINT, 'MJ/O NO. ~~7c~Z Lf94-.
10. P/P-00-04 OA TED JUN£ II, 2001.
LEGEND
__.D=E=.S~C=R=IP'--'T=I-=-ON"-'--------~D~W~G.NO, ____ ,s"-'nm""""""O'-"L'--,----"Q=U=A=N~'f=rt~·Y
EX/.<;TING SIGN , · · ,
EXISTING CONTOUR . . . . . . . . . . . ' ' . . . . . . . . .
EXISTING CURB .. .. .. .. . .. .. .. .. .. . ..
EXISTING SANITARY SEWER CLEANOL/T , • . . . . . . . . .
EXISTING WAT£R MAIN ...... , -...... , , .... -
EXIS/1NC FIRE HYDRANT ASS£MBL Y . . . . . . , -· , . -· · ,
EXISTING WATER GA TE VAL VE
£XIS/1NG COUMLINICA/10N UNE , ... , , , ......•.. , ..
EXIS/1NGELECTRICALUNES ' ... -'''.''I •• '' •• -'''
EXISTING 7RE£S . . . . . . . . . . . . . . . . . . . . . . . . .
2/J
9. CONTT?ACTOR TO REMOVE/REPLACE/RELOCATE ALL EXIS/1NG
FACILl/1ES R£0UIR£0 TO INSTALL PROPOSED IMPROVEUENT.'l. KEY MAP KEY MAP LEGEND: EXIS/1NG FENCE . .. .. .. .. .. .. .. .. .. .. .. .. , · ,, ,
!,,;,</$TING S r!?.El'TT i,.fb/f;, . . . . . . . . . .. , 10. CONTT?ACTOR TO REMOVE\REPLACE\RELOCA TE ANY LANOSCAPING\HAROSCAPING WHICH
CONFLICTS IN ANY WAY 'MTH 'flfE INSTALIA TION OR PROPER FIJNC/10N/NG OF THE
PROPOSED IMPROVEMENT.<;.
SCALE: I "=50' PROPERTY LINE
SHEET LIMIT
SHEET Nl)l,{BER
--------EX/S/1NG ELEVA/10/1/S . , .... , , ....... , . -, .. -.. .
SI Rt:::ET NOTES
1. ACTUAL STT?UCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALU£ TESTS HA VE BEEN
CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY
DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT
SOIL. THE "R" VALUE TESTS ANO THE ENGINEERED STT?UCTURAL S£C/10N MUST BE
SUBMITTED TO 'flfE ENG/NEEi/iNG INSPECTOR FOR REVIEW ANO APPROVAL A MINIMUM OF Tl+O
(2) CITY WORKING DA I'S BEFORE THE WORK BEGINS.
2. STT?EET LIGHTS SHALL BE INSTALLED AS SHO'MI ON THESE PLANS, UNOERGROLINO CONOUIT
RUNS. S£RI//CE POINTS ANO HANO-HOLES SHALL BE SHOWN ON THE "AS-BUil i PLANS.
NO DIRECT BURIAL STT?EET UGHT FOUNOA 170NS 'MLL BE ALLOWEIJ. ALL LUM/NAIR/ES SHALL ·cur OFF" TYPE.
3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTT?UCTION
OF CURBS, CROSS CUTTERS OR SURFACING OF STT?EET.'l.
4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE 'MTH A M!NIUUU 0-LOAO OF
1,350. FOR PR/VA T.E STORM DRAIN PIPES. UP TO 15 FEET ANO BACKFILLED l+l'flf J/4"
ROCK PER SORSD S-4 TYPE •c• AND PIPE UEETS ASTM STANDARD 3034 FOR SOR 35
SOLID WALL PIP£
5. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN
Tlt8vTY FEET OF BUILDING OR STREET AREAS ANO REPLACED WITH PROPERLY COMPACTED
SD/LS. IN OTHER AREAS, THE PIPE WILL BE PLUGGED l+ITH CONCRETE OR REA(OVEO
AS APPROVED BY THE CITY ENGINEER.
6. WHEELCHAIR RAUPS SHALL BE INSTALLED PER REOUIREUENTS OF TITLE 24, CALIFORNIA
AIJl,(/NISTRA TIVE CODE.
7. STT?EET Tl?EES SHALL BE INSTALLED PER S£CTION IV 0.3 OF THE CITY OF CARLSBAD
LANDSCAPE MANUAL.
8. FIRE HYDRANT MARKERS SHALL BE Pl.ACED IN THE STT?EET WITHIN THE LIMITS
OF WORK OF THIS PLAN PER SORS Ol+G. Ml9.
9. ALL SURVEY MONUMENTS ANO POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE RE-
ESTABLISHED, PERPETUAP-0, ANO DOCUMENTED PER THE PROFESSIONAL LANO SURVEYORS' ACT.
10. 00 (2) SETS OF SURVE {CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR.
PROJECT LOCATION
THIS PROJECT IS LOCATED 'M'flf/N ASSESSORS PARCEL NIJMBER{S)
203-101-30; 32. J3
THE CALIFORNIA COORO/NA TE INDEX OF THIS PROJECT IS:
N 2,004,000 cc.E..::fi'°,2.='22°"'::.:00:.::0 _______ _
OWNER/PERMI I I El::
WA VECREST RESORTS H, L.l.C. (PREI//OL/SI. Y WA VECREST RESORTS, l.L.C.)
829 SECOND ST., STE. ,I'
ENCINITAS. CA 92024
A TN: BILL CANEPA : (760) 753-2440
REFERENCE DRAWINGS
MAP NO. 1722, OJ+t'. 192-7, 153-9, 156-4
BENCH MARK
DESCRIPTION: SCRIBED X' ON STl?EET LICHT BASE
LOCA 170N: S.E. CORNER INTERSECTION OF LACUNA
OR/VE ANO STA TE STREET
RECORD FROM: CITY OF CARLSBAD
ELEVA TION: JO. 01 DA TUM: M. S. L.
SOURCE OF TOPOGRAPHY
FIEW SURVEY BY PARTNERS. Pl.ANNING
AND ENGINEER/NG IN OCTOBER, 2002.
CONTRACTOR'S NOTE
CELS0C
Consulting Engineers &
WATER NOTES
1. WATER UAIN ANO APPURTENANCES SHALL BE CONS11?UC7fJJ IN ACCORDANCE l+ITH
THE "CARLSBAD RULES ANO REGULA 170NS FOR 'flfE CONS/1WC/10N OF POTABLE
WATER MAINS -CARLSBAD UUNIC/PAL WATER DISTRICi, OCTOBER 1993 OR AS
AMENDED.
2. THE CONTRACTOR SHALL OBTAIN AN EXCA VA 170N PERUIT FROM THE DIVISION
OF JNOUSTT?/Al ~FETY ANO PROVIDE PROOF OF OSHA NOTIFICATION BEFORE ANY
EXCAVATION ANO SHALL ADHERE TO ALL PROI//S/ONS OF THE STA TE
CONSTRUCTION SAFETY ORDERS.
J. BEFORE ANY CONNEC/10N OR SHIJT DOM/ OF VALVES ON EXIS/1NG C.M. W.O.
UNES. A PERMIT SHALL BE OBTAINED FROM THE C.M. W.O. OFRCE AND UUST
BE SIGNED ANO APPROVED BY DISTT?ICT ENGINEER ANO 0/STt?ICT
SUPERINTENDENT.
4. A PRECONS/1WCTION CONFERENCE I.IEE/1NG SHALL BE HELO A MINIMUM OF 1
DA )'S BEFORE CONSTT?UCTION BECINS. THE CONTT?ACTOR SHALL NOTIFY 'flfE
CITY OF CARLSBAD ENGINEERING INSPEC/10N 48 HOURS PRIOR TO BEGINNING
OF CONSTT?UCTION {TELEPHONE N0.{160} 438-3891) FOR SCHEDULING.
5. 7HE CONTT?ACTOR SHALL NOTIFY CITY OF CARLSBAD ENGINEERING DEPARTMENT
48 HOLIRS PRIOR TO STAR/1NG WORK SO THAT INSPECTION MAY BE PROI//OEO-
TEL. NO. {760) 438-3891.
6. NO TT?EES DR STl?UCTURES SHALL 8E ALLO~ IN 'flfE WA /DI' LINE EASEMENT,
ALL EXIS/1NG TT?EES AND STl?UCllJRES SHALL BE REUOVEO PRIOR TO
COUMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN
PERUISS/ON FROM THE DISTRICT ENGINEER.
7. THE EXACT HORIZONTAL ANO VERl7CAL ALIGNMENT ANO TYPE OF MATERIALS OF
THE FIRE LINE LOCATED BETY;EEN 'flfE DETECTOR CHECK VAL VE ANO BUILDING
SHALL BE DETERMINED BY 'flfE CITY OF CARLSBAD FIRE MARSHAL.
8. ALL RECLAIMED WATER MAINS ANO APPURTFNANCES SHALL BE CONS11?UC7fJJ IN
ACCORDANCE l+ITH THE "CARLSBAD RECLAMA 170N RULES ANO REGULATIONS FOR
'flfE CONSTT?UCTION OF RECLA/MEO WATER UA/NS -CARLSBAD MUNICIPAL WATER
0/STRICi, OCTOBER 1993 OR AS AMENDED.
9. ALL BURIED COPPER PIPING ANO APPURTENANCES SHALL BE PROTECTED BY
UEANS OF CATHO/JIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS
TEST REPORT AND OEUONSTT?A TES THAT PROTECTION CAN BE PERFORMED IN
ANOTHER MANNER, THE DISTRICT ENCINEER l+ILL CONSIDER AN AL TERNA 17VE
FORU OF PROTECTION.
1a ALL POTABLE WATER SERVICES SHALL 8E 1• ANO ALL POTABLE WATER I.IETERS SHALL
BE 5/8" {UNLESS OTHERWISE NOTED ON PLANS).
11. ALL WATER UETER BOXES SHALL BE l7"x30"xl2" POLYMER CONCRETE AS
UANLIFA CllJREO BY ARMORCAST OR EQUAL.
12. MINIUUU SPACING BETWEEN POTABLE WATER LATERALS ANO SEWER SERI//CES SHALL BE
5 FEET.
IJ. THE TOP OF WAT.ER I.IETER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE
GRAD£
LEGAL DESCRIPTION
POR/10NS OF LOT 20 OF SEAS/OE LANDS, IN THE CITY OF CARLSBAD,
COL/NTY OF ~N DIEGO, STA TE OF CALIFORNIA, ACCORDING
TO UAP THEREOF NO. 1722, FILED IN THE OFFICE OF THE
COLINTY RECORDER OF ~N DIEGO COUNTY, AUCUST 28, 1921.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE 'flfAT I AU THE ENCINEER OF WORK FOR THIS PROJECT, THAT I
HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF 'flfE PROJECT AS
DEFINED IN S£C/10N 6703 OF THE BUSINESS ANO PROFESSIONS CODE, ANO THAT
THE DESIGN JS CONSISTENT WTH CURRENT STANDARDS.
r---------7 L _________ J
0
6" SEIJER LAT£Ri1L S-7
1• WATER SERVICE · · · · -· · · · , · .CMMJ W4, W20.
2• WATER SERI//C£ ..........•.. CMMJ W4, W20
6" FIRE SERI//CE . . . . . . . . . . . . . . CM'MJ W4, W20,
PROPOSED TOP OF CURB ELEVA170N ........ , ..... -.
PROPOSED PAVEMENT ELEVA170N .... , , , ... -..... ,
PROPOSED FINISH GRADE ELEVA 170N. . . . . . , , , . . . . -. .
PROPOSED FLOW LINE ELEVA 170N . , .... , .. , . , , .. -.
PROPOSED CURB .t GUTTEH . . . . . . . . .'G-2' TYPE \'.;' -, ,
PROPOSED SIDEWALK············ · SORSD G-7' · · · ·
PROPOSED AC PA VEUENT· -' ' ' . ' ' I • ' ' ' ' -' ' ' ' ' ' '
PROPOSED ORIVEWA·Y· , · · · · · --· · · · · · ,C-14A, · · ·
~'tW:IJT UN£ ' ' ' ' ' ' ' ' ' ' • ' .. ' -' ' ' -' ' ' I ' '
L-*-· ·_·_· -@®
-----@
-----@
1C 42.00
P 42.00
FG 42.00
FL 42.00
\ .I ___________ ...,_
PROPOSED PED. RAMP , -... , .. -, •.... G-27 .... ,
P~tJPtJSEIJ ST,l?eGil.161/T, . . ,. l~SOtJt.vMGN) ... _k_,. CITY OF OCEAN:,ID!'., ~
q
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LOKER AVE
WES
~~ ~ ~
CITY OF VISTA
ROAD
~o~
I £A
21 EA
2 EA
I EA
64J LF
J,200 SF
4,180 SF
2 £A
I £'A
CITY JF -,,..._.._4SAN MARCOS
IMPORTANT NOTICE
Section 4216 of the Government
Code requires that a Dig Alert Identification
Number be issued before a
"Permit to Excavate" will be valid.
For your Dig Alert I.D. Number Coll
Underground Service Alert
TOLL FREE 1-800·422-4133
PACIFIC
OCEAN
CITY OF ENCINITAS
VICINITY MAP
NOT TO SCALE
CITY OF CARLSBAD FIRE DEPARTMENT
<)
"AS BUil T"
REQUIREMENTS ;5~ NO. OF F.H.(S) ~@ow ~o G.P.M. OUT OF _3._F.H.(S),
BLDG. SPRINKLED: YE F.FLOW ZtJOOG.P.M, P.E . .51l2/ EXP. b-3o-oz
--
.I/ /_7 /,,£
DATE I UNDERSTAND THAT TH£ CH£CK OF PROJECT ORA WINGS ANO SPECIF/CA 170NS BY
THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF IIVR!I; OF MY
RESPONSIBILITIES FOR PROJECT DESIGN. CARLSBAD MUNICIPAL WAlER DISTRICT c.~ -E_~c.L
PARTNERS
Planning and Engineering
9988 Hibert Street, Suite 212
San Diego, CA. 92131
Ph. (858) 695-3344
Fax: (858) 695-3117
4 & ---~u--r' ROBERT J, CIK ~/,2~0,,.,
DAlE FIRE MARSHAL
DEPUTY OTY ENGINEER R.C.E. 33698 EXP. 8-30-02
1 /1r/03 REVl~JjE/Ok ' ✓.:-':,/ #1,.1,, DATE
1NSPECTOR DATE
I SH:ET I CITY OF CARLSBAD LH~ETS I
e.NGINEERING DEPARTMENT
STREET IMPROVEMENT PLANS FOR:
LAGUNA PCiNT Construction contractor agrees that In occordonce with ,genwatly accepted con■tructlon
proctlees, construction contractor wDI be required to oHume sole and complete reaponsl'bUlty far
job elt. conditions during the course of construction of the project, Including acifety of all persons
and property, that thla requirement shall be mode to apply contnuoualy and not be llmlted to
normal working noura. and conetruction contractor further agn11aa to defend,, Indemnify and hold
City of Ccrl11bC1d hcirmleH from any and all llobHlty. real or olleged, In connectlo."'1 with the
performance of work on tilt■ project, excepting lloblllty arising from the sole negllge1,oe of City of
Carlsbad profesalonal.
Land Surveyors of California STATE STREET & LAGUNA DRIVE
ENGINEER'S NOTE
CELS0C
Consulting Engineers &
ANDREW J, KANN R.CE 50940
MY REGISTRATION EXPIRES 9-30-05
DATE
l -10-(), {jM /1\ AS-81/tL 1
OA1£ INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
APPROVED ,!Y' • LLOYD B. HUBBS i,._
/2-<:'~ifvV~ ~ 1r,,, CITY ENGi~ [23889 EXPIRES 12/31/01-□AE
DWN BY: PROJECT NO. DRAWING NO.I I
DA1£ INITIAL DATE INITIAL CHKD BY:~
0111ER APPROVAL CITY APPROVAL RVWD BY: £'. CT 01-13 409--9
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UNAUlH0RIZED CHANGES & USES: The engineer preparing
these plans will not be responsible for. or liable for, unauthorized
changes to or uses of these plans. All changes to th■ plans must be
in writing and must be opproved by the preparer of these plans. Land Surveyors of California '---·------------------------------------------------------------------------------------•.--..
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POSTED SPEED llMIT = 25 MPH
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STANDARD NOTES F'OR TRAFFIC-RELATED DESIGN PLAN'S
SIGNING & SIBIPING PLANS:_
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NO. DEL TA OR BRG.
..... JO+J9.77
CURB DATA
RADIUS l£NGTH
• I"') r----+ 0
REMARKS
..... , ...... .;.
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+•·· +
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B€NCf/frlAR.K
l>FSCRIPT/,:,,Y: sC,q,//i(f'b 'x,' ON STl<€1!'7
£./6J;T S>,4SE"
-30
L.>t:,4 T/ON: S'. E. C,:,A!NeA. /,V,6",(!Secr/<>IY
,,,I= LAGVNA ~,Kl/VG (
S,,i/TF .ST~Et!'T.
%CP~DrA(JA/: C/TY<'r c,i/~LSR;fl>
~t~V,4 T/011/: !5-'. d/ ,b,f TvNc""-S.L.
PARTNERS
Planning and Engineering
9988 Hibert Street, Suite 212
San Diego, CA. 92131
Ph. (858) 695-3344
Fax: (858) 695-3117
I. TH£ CONTRACTOR IS HESPONS/81.£ FOR All SIGNING AND STRIPING. 1 NJ4"JJ'oo"w 23.17' 6" TYPE 'G-1' CURB & GUTTER
2. SIGNING, STT?IPING AND PA 'IDIENT MARKINGS SHALL CONFORM TO THE LA TEST CAL TRANS TRAFFIC
MANUAL. CALTT?ANS STANDAR!) SPEC/FTCATIONS (,AJLr 1999 OIi LATEST VERSION THEREOF). THESE
PLANS AND THE SPECIAL PROVISIONS.
.I ALL SIGNING AND STT?/PING IS S/JB.ECT TO THE APPROVAL OF THE PIJBLIC /IKJRKS /)/R£CTOR OR
HIS REPRESENTA 171-£; PRIOR TO INSTAllA 170N.
4. ANY !)£VIA 7ION Fl?OI,/ THESE SIGNING AND STRIPING PuWS SHALL 8£ APPROVED BY ll/£ ENGIN££R
OF WORK AND PIJBLIC l'KJRKS f)IRECTOR PRIOR TO ANr CHANCE IN THE F1EW.
5 ALL SIGNING AND STRIPING SHALL 8£ REFlECl7VE PER CAL TRANS SPEC/FTCA l70NS. STRIP/Ntl SHALL
8£ R£PAJN7£!) 00 HfEKS AFTER /Nil/AL PAINl7NG. SIGNING SHALL US£ ENCAPS/JLA TED LENS
REFl£Cl7VE SHEETING (HIGH INTENSITY OR EQUAL}.
6. PRIOR TO FINAL ACCEPTANCE OF Sl7?££T /1,(PRO'IDIENTS, All STT?EET STRIPING AND MAHKINGS
Mlll/N A 500' PER/l,(£TEI/ OF THE CONSTT?UCl70N PROJECT Will 8£ RESlVREO TO A "LIKE NEw"
CONtJ/l/ON, IN A MANNER !,(££TING THE APPROVAL OF ll/£ CITY INSPECTOR.
7. EXACT LOCATION OF STRIPING ANO STOP LJl,(/T llNES SHALL BE APPROVED BY ll/£ PUBiJC WORKS
f)IR£CTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION.
8. CONTRACTOR SHALL R£1,(0VE All CONFLICTING PAIN7£!) LINES, MARKING AND PA ',fl/ENT l£GENOS
BY GRINDING. f)£8RIS SHALL BE PROMPTL r R£1,(0VE!) er THE CONTRACTOR.
9. ALL PA V[l,(£NT l£G£NlJS SHALL BE THE LA TFST VERSION OF ll/£ CAL TRANS l,([TR/C STENCILS.
ta LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HA VE 10' INSl{)E
/)//,(£NS/ON UNLESS Oll/ER/115£ SP£CIF1£l).
II. ALL CROSSWALKS. L/1,(/T LINES, STOP BARS, PA 1£1./ENT ARROWS AND PA V[l,([}IT LEGENDS SHALL 8£
THERMOPLASTIC UNLESS O ll/ER/115£ SPEC/fl£!),
12 FIRE HYDRANT PA 'IDIENT MARKERS SHALL CONFORM TO THE LA TFST CAL TRANS TRAFFIC MANUAL
AND SAN DIEGO REGIONAL STANOAR!) DRAIIING M-19,
I.I All UEOIAN NOSES AND Fl.ARES SHALL BE PAIN7£!) YELLOW.
14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CAL TRANS TRAFFIC MANUAL UNLlSS
0 ll/ER/115£ SPEC/FlEO.
15 SIGN POSTS SHALL BE S(JIJAR[ PERFORA 7£1) srm TlJBING 'MTH BREAKAWAY BASE PER SAN !)!£GO
REGIONAL STANDARD DRAfKNG M-45.
16. lt1f£N A SIGN IS ATTACHED TO A POLE. IT SHALL 8£ MOUNTED USING A STANDARD CITY MOUNTING
BRACKET l'ITH STT?◄PS.
17. EXISTING SIGNS REMOVED BY THE CONTT?ACTOR SHALL BE /)[LIVERED er THE CONlRACTOR TO THE
CITY OF CARLSBAD PUBLIC WORKS YAR!) AT 405 OAK A VENtJ£.
18.. All SIGNS SHOWN ON THESE PLANS SHALL 8£ NEW SIGNS PROV//)£!) AND INSTALL£!) BY THE
CONTRACTOR EXCEPT THOSE SIGNS SPEC/FlCAll Y SHf)WN AS EXISTING TO RELOCA 7£1) OR TO Rfl,(AIN.
, I I
2 1119'00" 522' IOJ.10' • .
J N45'52'00"W 34.08' " •
4 121'11'46" 20' 42.Jt' 6" TYPE 'G-1' CURB & GU'!TER
0 CENTERLINE DATA
NO. DEL TA OR BRG. RAO/US l£NGTH REMARKS
1 N45'52'00"W 106.28' STREET CENTERLINE - ---·--..
2 11 '/9'00" 500.00' 98.76' .. "
3 NJ4'JJ'oo"w 148. 74' STREET CENTERLINE
4
5
6
.
'1-/IJ-AL !"I fl\ AS-&UIL.1
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE
Ml' RfGISTf?A TION EXPIRES 9-J0-05
"AS BUil T"
~1'1-cA-.e_ '//-,/,~
P.E. !'>'1121 EXP. f,-Jo-07 DA1E
REV1E/~ //_ /:.J ~1,.,,1,,
INSPECTOR DATE
I SH2EET I CITY OF CARLSBAD I SH~ETS I
ENGINEERING DEPARTMENT
STREET IMPROVEMENT PLANS FOR:
STATE STREET
STA. 6+86.00 TO 10+39.77
APPROVED HY LLOYD B. HUBBS ~,~w-r :,[2,r1p<{
CITY ENGi ER--236B9 EXPIRES 12/31 /01 'DAT-
OWN BY:~ PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY:
OTHER APPROVAL CITY APPROVAL RVWD BY: l>E CT 01-13 409-9
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NO. DEL TA OR BRG. RADIUS LENGTH REMARKS
I N7579'46"E 95.01' 6 T'rPE 'G-1' CURB .t GUTTER
2 N89'57'/6"W 205. 71'
J 8178'18" 3000' -15.11' • •
4 19:36'.17' 61.25' 2102' • •
5 N2275'.J5"W 9.9J' •
6 12'()4'08" 50.00' /OSJ' • •
1 14"42'58" JOO.(J(J'. '17051 6" TYPE 'G I' CURB .t GUTTER
60'
(20'-EXISTINC)
1
20'
18.5'!.IAX
(VARIES) ~
REl,l()',f EX/S71NG
NO PARl<ING
ANYTIME' SIGN,
TELESPAR
AND ANCHOR
PROPOS£D 10'
0£0/CATKN
5.0' 5.0'
~hz_g_qi~77-'<-.. '>L.·.
. . · . 5. O' SIOtWALK
·· 1// L5~:RB .t GUTTER
LAGUNA DRIVE SEC770N NEWPA'<f:AIENT
(lOC¥</NG NORTHEAST} NOr TO SCA/.£
POSTED SPEED UMIT • JO MPH
T.l.=6.0
2
50'
f
(15'-EXISTING} 1s·
ROOSEVELTBIRE:EI SECTION
(l()(J((/NC SOIJTHEAST} NOT TO SCA/.£
POSTED SPEED /JMIT = 25 MPH
T.L=6.0
···+···
4
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. l A.P.N. : 203 -101 -JO \ ~ ':'LAGUNA P OJJ\J'f\ ~
-2'' J.JATER SCRVICf M.ArllFCLD
2-2• 1,./ATtff SE!(V/CES WITlf 1,,-t• WATER $[~/CE
OFF £ACH MAIIIFDLD.
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PARTNERS
Planning and Engineering
•
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MATCH EXIST.
CUR/3/GUTTEf?
+45
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;.•···········1:·.···t······. "'""''·'······. ~·j------·
< •••••• "'
SCA/.£: 1"=20' HORZ 1"=4' 1£/?T.
' ' i~ •.,
, C.L. 6' WIDE
OWY. (G-14A)
TRASH BIN ACCESS
5+78.72
I
GRAPHICAL S, 'ALE
9988 Hibert Street, Su
'I~ f/__~ ~~~' () CENTERLINE DATA "AS BUil T" ite 212 "' "' ~ ;.
10'
· .. · 5. O' SIDEWALK
,·' 5,f.,i.--
6 • CURB .t CUTTER
NEW PAVEMENT
San Diego, CA. 92131
Ph. (858) 695-3344
Fax: (858) 695-31 I 7
~~~~M~ A0iE KANN ~.c..50940
MY REGISTRATION EXP/RtS 9-JO-o.5
= ~
~ No. 50940 ~
"" ""' {l Exp, 9-30-05 * "'.-:;, C/y\\ ~-.., 1, ~"' or 01.1\
3/ 3yo4;
'DATE
3-10-ul, Birt fl, A5-,,.U/1.T
DATE INITIAL
ENGINEER -DF WORK REVISION
NO. DEL TA OR BRG. RADIUS LENGTH
I N157946"£ 209.66'
2 N8.9'51'16"W 288:oo·
J N89'51'16"W 80.26'
4 N08'46'0lJ"W 55.0J'
5 NJ4:JJ'oo•w 83.60'
6
DATE INITIAL
DESCRIPTISN OTHER APPROVAL
REMARKS f?.... J STREET CEN!ERUNE -f/.,/,t' • • -
• • P.E. S9I2l EXP. J!.:.J0-tJ7 DATE
• • -STREET CENTERLINE RE~~~ *t~/,.t..
~PECT6~ DATE
I SH3EET I CITY OF CARLSBA~ll SHEET:, I
ENGINEERING DEPARTMENT 3
STREET IMPROVEMENT PLANS FOR: 7
LAGUNA DRIVE & ROOSEVELT STREET
STA. 0+00.00 ,O 5+50.00
STA. 1 +00.00 TO 2+ 00.00
APPROVED LLOYD B. HUBBsa'r
~~-~uv~•'d. ~v~~ CITY ENGINE-. PE 889 EXPIRES 12/31 /01 DTE -DWN 3Y: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY:
CITY APPROVAL RVWD BY: CT 01-13 409--9 ·---
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