HomeMy WebLinkAboutDWG 431-6; RP 04-4A; ROOSEVELT GARDEN CONDOMINIUMS; 01-03GENERAL NOTES
1. THIS Pl.AN SUP£RSEDES ALL OTH[R Pl.ANS PREVIOUSLY APPROVED BY THE CITY
OF CARLSBAD REGARDING IMPR0\1£MENTS SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS Pl.AN DO£S NOT LESSEN OR WAIVE: ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAi., CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS USTED HEREON AS THEY MAY
P£RTAIN TO THIS PROJECT. THE [NG/NEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE Pl.ANS WHEN NON-CONFORMANCE IS DISCOVERED.
J. CITY APPROVAL OF PLANS DOES NOT REL/EV£ THE DEV£LOPER OR ENGINEER-
OF-WORK FROM RESPONSIBIUTY FOR THE CORRECTION OF ERRORS AND
OMISSIONS DISCOV£RED DURING CONSTRUCTION. ALL Pl.AN REVISIONS SHALL
BE PROMPTLY SUBMITTED TO THE CITY ENGINE£R FOR APPROVAL
4. A RIGHT-OF-WAY P£RMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN THE PUBUC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CER 11FICA TE OF INSURANCE MUST BE FILED NAMING THE Cl TY OF CARLSBAD AS
AN ADDITIONAL INSURED ON THE P£RMITTEE'S POUCY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF UABIUTY. THE INSURANfj
COMPANY WRITING THE POUCY MUST HAVE A RATING OF "A-" OR BETTE
AND A SIZE CATEGORY OF Cl.ASS V OR BETTER AS ESTABUSHED BY "BESTS" KEY
RA TING GUIDE.
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAY£ BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED
IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE OF THE
IMPR0\1£MfNT AGREEME:NT.
7. NO REVISIONS WILL BE MADE TO THESE Pl.ANS flfTHOUT THE WRITTEN APPROVAL
OF THE CITY [NG/NEER, NOTED f\fTHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE Pl.ANS AND TITLE SHEET.
a ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
BY /HE ENGINEE:R-OF-WORK PRIOR TO FINAL ACCEPTANCE OF /HE WORK BY /HE
CITY.
10. ACCESS FOR FIRE AND 0/HfR £MERGENCY \1£/-1/CLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
11. WHERE TRENCHES ARE f\fTHIN CITY EASEME:NTS, A SOILS REPORT COMPRISED OF:
(A) SUMMARY SHEET, (8) LABORATORY WORK SHEETS AND (C) COMPACTION
CURV£S, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF /HE STA TE OF
CAUFORN/A, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. /HE SOILS REPORT WILL BE SUBMITTED TO /HE CITY ENGINE£RING
INSPECTOR f\f/HIN mo WORKING DAY:, OF COMPLETION OF FIELD TESTS. THE
WRITTEN FIELD COMPACTION REPORT($) SHALL BE IMMEDIATELY SUBMITTED TO
/HE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS.
12. A PRECONSTRUCUQN MfETING SHAlL BE HEID AT lliE SITE PRIOR TD 1Hf
BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTA 11\/ES
RESPONSIBLE FOR CONSTRUC110Nt INSPEC110~ SUPE:RVISION. TESTING AND ALL
OIHE ASP[CTS OF THE: WRK. TH CONTRACTO SHALL SCHEDULE THE MEETING
BY CALUNG THE INSPECTION LINE AT (760) 4J8-J891 AT LEAST FIVE (5) WORKING
DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE
PRIOR TO SCHEDULING.
IJ. ALL INSPECTION REQUESTS OTH[R THAN FOR PRECONSTRUC110N MEETING WILL BE
MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT
g;tofu 4-38-.3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. __ E DAY BtroRE tRE /NSPECITON 1$ NEEDED INSPECTIONS WILL Bi!: MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTE:R
2: 00 P.M. WILL BE SCHEDULED FOR mo FULL WRK OA YS LA TE:R.
14. THE OWNER ANO/OR APPLICANT /HROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEAL11/ STANDARDS. LAWS AND REGULATIONS.
15. 11/E CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 670/S BY SUBMlmNG A DETAIL PLAN TO 17-IE CITY ENG/NE[R AND/OR CONC£RNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPE OR 011/[R PROVISIONS TO BE MADE
OF WORKEI? PROTE:C110N FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TRE:NCHES OR DURING THE PIPE INSTALLATION
/HEREIN. /HIS Pl.AN MUST BE PREPARED FOR ALL TRENCHES FIV£ FEET (5') OR
MORE IN DEP17-I AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THE Pl.AN VARIES FROM THE SHORING SYSTEM
STANDARDS [STAB/ /Sf/ED BY lliE CONSTRUCTION SAFETY ORDERS nn E 8
CALIFORNIA ADMINISTRATIVE CODE. THE PL.AN SHALL BE PREPARED BY A
REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF /HE OSHA
EXCAVATION PERMIT MUST BE SUBMITTE:D TO THE INSPECTOR PRIOR TO EXCA VA 110N.
16. IP-Af/Y ARCHAEOLOGICAL RESOURCES ARE DISCOVERED f\fTHIN ANY WRK ZONE
DURING CONSTRUCTION, OPERAUONS Wl CEASE IMMEDIATELY, AND THE
PERMITTE:E WILL NOTIFY /HE CITY ENGINEER. OPERA 110NS WILL NOT RESTART
UN 11L 17-IE PERMITTE:E HAS REGEi \JED WRITTEN AU THOR/ TY FROM THE Cl TY
ENGINEER TO DO SO.
17. ALL OPERA 110NS CONDUCTE:D ON THE SITE OR ADJACE:NT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTIJRE OR OPERA 110N OF TRUCKS,
EARTHMOVING EQUIPMENT. CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TE:D
GRADING EQUIPME:NT SHALL BE LIMITED TO THE PERIOD BET'M:EN 7: 00 A.M. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OP£RA 110NS SHALL BE CONDUCTE:D ON 'M:EKENDS OR HOI..IDA YS. (A UST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEER/NG DEPARTME:NT COUNTE:R.)
18. ALL OFF-SITE HAUL ROUTE:S SHALL BE SUBMITTE:D BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TWO fVLL WORKING DA:,S PRIOR TO BEGINNING OF
W~. TH6 CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE ocJRiN ALONG iliE HAUL ROUTE: OR ADJACENT $TRITT$ AS A RESULT OF rut
GRADING OPERA 110N.
19. NO Bl.AST/NG SHALL BC COMMENCED WITHOUT A CITY ENG/NEE:R APPROVED
BLASTING PROGRAM AND BLASTING P£RMIT.
20. THE EXISTENCE AND LOCA 110N OF U11UTY STRUCTIJRES AND FACILITIES SHOWN
ON THE CONSTRUCTION PLANS 'M:RE OBTAINED BY A SEARCH OF THE AVAILABLE
RECORDS. A TTE:N110N IS CALLED TO THE POSSIBLE EXISTE:NCE OF OTHER
UTil,JTY FACILITIES OR STRUC7URES NOT SHOWN OR IN A LOCA 110N DIFFERENT
FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTE:CT THE UTILITIES SHOWN ON THE Pl.ANS AND
ANY OTHER EXISTING FACIUTIES OR STRUCTIJRES NOT SHOWN.
21. THE CONTRACTOR SHALL V£R/FY THE LOCA 110N OF ALL EXISTING FACIU11ES
( ABOVEGROUND AND UNDERGROUND ) flfTHIN THE PROJECT SITE sumCIENTL y
AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION
Pl.ANS IF IT IS FOUND THAT THE AC7UAL LOCA 110NS ARE IN CONFLICT MTH
THE PROPOSED WRK.
22. THE CONTRACTOR SHALL NOTIFY AFFECTED U11UTY COMPANIES (SEE BELOW) AT
LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRucnoN NEAR THEIR
FACIUtfES AND SHALL COORDINATE WORK flflH A COMPANY REPRESE:NTA TIVE.
UNDERGROUND SERVICE ALERT
SDG&:E
AT&T
TIME WARNER CABLE
COX COMMUN/CA 110NS
CITY, OF CARLSBAD(STREETS AND STORM DRAIN)
'Cl7Y OF CARLSBAO(SE'M:R, WA TE:R &; RECLAIMED WATER)
'SAN DIEGUITO WA TtR DISTRICT
"LEUCADIA WASTE:WA TE:R DISTRICT
'VALLECITOS WATER DISTRICT
'OUVENHAIN WATER DISTRICT
'BUENA SAN/TA 110N DISTRICT • AS APPROPR/A TE:
1
800 422-4/JJ
800 66D-7J4.J
800 892-012J
760 4.38-77 41
760 806-9809
760 4-34-2980
760 4.38-2 722
760 6JJ-2650
760 753-0155
760 744-0460
760 7/SJ-6466
760 726-1340
/
STREET NOTES
1. ACTIJAL STRUC7URAL SECTIONS WILL BE DETE:RMINED AFTE:R "R" VALUE
TE:STS HA VE BEE:N CONDUCTE:D BY A PROFESSIONAL ENGINEE:R OF THE STA TE
OF CAUFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOIL MECHANICS, ON THE PREPARED BASEME:NT SOIL THE "R" VALUE TE:STS
AND THE ENGINEERED STRUC7URAL SECTION MUST BE SUBMITTE:D TO THE
ENGINEER/NG INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2)
CITY WRKING DAYS BEFORE THE WRK BEGINS.
2. STREET UGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLAN§,, UNDERGROUND
CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE :,;,OWN ON THE
• AS-BUIL I Pl.ANS. NO DIRECT BURIAL STREET UGHT FOUNDA 110NS WILL BE
ALLO'M:D. ALL LUM/NA/RES SHALL BE ·cur orr· TYPE.
J. ALL UNDERGROUND u nu TIES AND LA TE:RALS SHALL BE INSTALLED PRIOR TO
CONSTRUCTION OF CURBS, CROSS GUTTE:RS OR SURFACING OF STREETS.
4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE flf1J1 A MINIMUM
D-LOAD OF 1,J50. FOR PR/VA TE STORM DRAIN PIPES. UP TO 15 PVC MAY BE
UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED f\fTH
J/4" ROCK PER SDRSD S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD JOJ4
FOR SDR JS SOLID WALL PIPE.
5. WHERE AN EXISTING PIPE UNE IS TO BE ABANDONED IT SHALL BE REMOVED
flfTHIN T'M:NTY FEET OF BUILDING OR STREET AREAS AND REPLACED flflH
PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED
flflH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER.
6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQU/REME:NTS OF TITLE 24,
CALIFORNIA ADMINISTRA 11VE CODE.
7. STREET TREES SHALL BE INSTALLED PER SECTION IV D.J OF THE CITY
OF CARLSBAD LANDSCAPE MANUAL.
8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET f\fTHIN THE LIMITS
OF WRK OF THIS PLAN PER SDRS DWG M19.
9. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTIJRBED BY THIS WORK SHALL BE REESTABUSHED, P£RPE7UA TE:D, AND DOCUME:NTE:D PER THE
PROFESSIONAL LAND SURV£YORS ACT.
10. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY
ENGINEE:R/NG INSPECTOR.
SEWER NOTES
1. SE'M:R MAIN AND APPURTENANCES SHALL BE CONSTRUCTE:D IN ACCORDANCE f\fTH
THE "CITY OF CARLSBAD ENGINEERING STANDARDS (LA TE:ST EDITION), VOLUME I-
GENERAL DESIGN STANDARDS, CHAPTER 6-DESIGN CRITERIA FOR GRA\-ITY SE'M:R
UNES AND APPURTENANCES, AND VOLUME J -STANDARD DRAWINGS AND NOTES
AND THE STANDARD SPECIF/CA 110NS FOR PUBUC WORKS CONSTRUCTION, LA TE:ST
EDITION (GREE:N BOOK).
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION
OF INDUSTRIAL SAFETY BEFORE ANY EXCAVA 110N AND SHALL ADHERE TO ALL
PROVISIONS OF THE STA TE CONSTRUCTION SAFETY ORDERS.
J. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTE:M, A PERMIT
SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED
BY THE DISTRICT'S ENGINEER AND SUPERINTE:NDE:NT.
4. BEFORE CONSTRUCTION BEGINS IN ANY PUBUC RIGHT OF WAY, A CITY RIGHT
OF WAY PERMIT SHALL BE REQUIRED.
IS. THE CONTRACTOR SHALL NOTIFY /HE CITY OF CARLSBAD ENGINEERING
INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION.
(TE:LEPHONE NO. [760) 4.38-3891)
WATER NOTES
1. WA TE:R &; RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTE:D IN
ACCORDANCE flfTH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LA TE:ST
EDITION) VOLUMES 2 &; J.
2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION P£RMIT FROM THE DIVISION
OF INDUSTRIAL SAFETY BEFORE ANY EXCAVA 110N AND SHALL PROVIDE PROOF
OF OSHA N011FICA 110N AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE
CONSTRUCTION SAFETY ORDERS.
J. BEFORE ANY CONNECTION OR SHUT DOWN OF VAL \/ES ON EXISTING C.M. W.D.
UNES, A PERMIT SHALL BE OBTAINED FROM THE C.M.W.D. OFFICE AND MUST
BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY
ENGINEER AND THE U11UTY OP£RA110Ns' PUBUC WRKS MANAGER.
4. A PRECONSTRUC110N CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7
DAYS BEFORE CONSTRUCTION BEGINS. /HE CONTRACTOR SHALL NOTIFY THE
CITY OF CARLSBAD ENGINEER/NG INSPECTION 48 HOURS PRIOR TO BEGINNING
OF CONSTRUCTION, TELEPHONE N0.(760) 4.J8-J891 FOR SCHEDUUNG.
IS. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD £NG/NEERING INSPECTION
DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE
PROVIDED -TELEPHONE NO. (760)4.38-.3891.
6. NO TREES OR STRUCTIJRES SHALL BE ALLO'M:D IN THE WATER UNE EASEMENT,
ALL EXISTING TREES AND STRUC7URES SHALL BE REMOVED PRIOR TO
COMMENCEMENT OF WRK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN
PERMISSION FROM THE DISTRICT ENGINEER.
7. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTE:CTE:D BY
MEANS OF CATHODIC PROTECTION. IF DEVELOP£R/OWNER CONDUCTS A SOILS
TE:ST REPORT AND DEMONSTRA TE:S THAT PROTE:C110N CAN BE PERFORMED IN
ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSID[R AN AL TERNA 11VE
FORM OF PROTECTION.
8. THE EXACT HORIZONTAL AND VERTICAL AUGNME:NT AND TYPE OF MATERIALS OF
THE FIRE LINE LOCA TE:D BET'M:EN THE DETE:CTOR CHECK VAL V£ AND BUILDING
SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL
9. ALL POTABLE WATER AND RECYCLED WA TE:R SERVICES SHALL BE 1· AND ALL
METE:RS SHALL BE 5/8' (UNLESS OTHERWISE NOTE:D ON Pl.ANS).
10. ALL WATE:R METER BOXES SHALL BE 17" X JO' X 12• POLYMER CONCRETE AS
MANUFACTIJRED BY ARMORCAST OR EQUAL
II. MINIMUM SPACING BET'M:EN POTABLE WATER LA TE:RALS AND SE'M:R SERVICES SHALL
BE 10 FEET.
12. THE TOP OF WA TE:R METER BOXES SHALL BE FLUSH f\fTH THE FINISHED SURFACE
GRADE.
IJ. CONSTRUCTION OF WATER MAINS AND RECYCLED WA TE:R MAINS SHALL ADHE:RE TO
THE "CRITERIA FOR THE SEPARA 110N OF WA TE:R MAINS AND SANITARY SE'M:RS"
PUBUSHED BY THE STA TE OF CALIFORNIA'S DEPARTME:NT OF HEAL TH SERVICES.
14. AXIAL DEFLECTION AT THE PIPE JOINTS ARE NOT ALLO'M:D. THE USE OF A HIGH-
DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTE:D BY THE INSPECTOR ON
A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION P£R
COUPLING (2 DEGREES/EACH GASKET). USE CERTA/NTE:ED "VIN'rt.-lRON' H.D. FOR
C900.
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE [NG/NEER OF WORK FOR THIS PROJECT, THAT I
HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS
DEFINED IN SECTION 670J OF THE BUSINESS AND PROFESSIONS CODE, AND THAT
THE DESIGN IS CONSISTENT flfTH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY
THE CITY OF CARLSBAD DOES NOT REL/EV£ ME AS £NG/NEER OF WRK, OF MY
RESPONSIBIUT/ES FOR PROJECT DESIGN.
FIRM: LIN TVEDT, McCOLL &; ASSOC/A TE:S
ADDRESS: 2810 CAMINO DEL RIO SOUTH, SUITE 200
CITY, ST.: SAN DIEGO, CA :r~:4ffi W(?m
PA TRICIA M. MS;Jff-
R. C. E. N0.:_36_8_7_J __________ _
REGISTRA 110N EXP/RA 110N DA TE: _6-_J_0_-_08 ___ _
DA TE: 8-29-07
ROOSEVELT GARDEN CONDOMINIUMS WORK TO BE DONE
THE IMPROV£MENT WRK SHALL BE PERFORMED IN ACCORDANCE f\fTH THE
FOLLOWING DOCUME:NTs, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTE:D
BY THE CITY ENGINEER. 04~04A/ CT 06-18 RP (0 I. CARLSBAD MUNICIPAL CODE
u,11..., '
--1-------------,,----,------..-...-f-----------'"'70,?;~
2. CITY OF CARLSBAD STANDARDS
J. THIS SET OF PLANS
4. CITY OF CARLSBAD HOUSING AND REDEVELOPME:NT COMMISSION RESOLUTION NO. 436 AND
DRB RESOLUTION NO~ Jl7 AND JIB DATE:D FEBRUARY 26, 2007.
I
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I I
I I
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11
SIGNING AND STRIPING NOTES
KEY MAP
SCALE: 1 • =40'
1. THE CONTRACTOR IS RESPONSIBLE FOR /NSTALUNG ALL SIGNING AND STRIPING.
2. S/GN/NGL STRIPING AND PAVEME:NT MARKINGS SHALL CONFORM TO THE CALIFORNIA
MANUA ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 'S MUTCD 200J REVISIONI, AS
AMENDED FOR USE IN CALIFQRNIA), CALTRANS STANDARD SPECIFICATIONS (.,IJLY 2006
OR LA TEST VERSION IHE:REOF), 1H£SE PLANS AND THE SPECIAL PROVISIONS.
J. ALL SIGNING AND STRIPING JS SUBJECT TO THE APPROVAL OF THE PUBUC WRKS
DIRECTOR OR HIS REPRESE:NTA 11VE, PRIOR TO INSTALi.A 110N.
4. ANY DEi-iA 110N FROM THESE SIGNING AND STRIPING Pl.ANS SHALL BE APPROVED BY THE
ENGINEER OF WORK AND PUBUC WRKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD.
5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE: PER CAL TRANS SPECIF/CATIONS.
STRIPING SHALL BE REPAINTE:D TWO 'M:EKS AFTER IN/11AL PAINTING. SIGNING SHALL USE
ENCAPSUl.A TE:D LfNS REFLECTIVE: SHEETING (HIGH INTENSITY OR EQUAL).
6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEME:NTS, ALL STREET STRIPING AND
AND MARKINGS flfTHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE
RESTORED TO A 'LIKE NEW-CONDITION, IN A MANNER MEETING THE APPROVAL OF /HE
CITY INSPECTOR.
7. EXACT LOCA 110N OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE
PUBUC WRKS DIRECTOR OR HIS REPRESE:NTA 11\1£ PRIOR TO INSTALi.A 110N.
a CONTRACTOR SHALL REMOVE: ALL CONFLICTING PA/NTE:D LINES, MARKINGS AND PAVEME:NT
LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR.
9. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OFTHE CALTRANS METRIC STENCILS.
10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATE:D. CROSSWALKS SHALL HAY£ 10'
INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED.
II. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAV£MfNT ARROWS AND PAVEMENT LEGENDS
SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED.
12. FIRE HYDRANT PA VEME:NT MARKERS SHALL CONFORM TO THE CAUFORNIA MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 200J REVISION/, AS AMENDED
FOR USE IN CALIFORNIA) AND SAN DIEGO REGIONAL STANDARD DRAWING M-I9.
IJ. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTE:D YELLOW.
14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CAUFORNIA MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (FHWA 'S MUTCD 200J REVISION1, AS AMENDED FOR USE IN
CALIFORNIA) UNLESS OTHERf\fSE SPECIFIED.
15. SIGN POSTS SHALL BE SQUARE PERFORATE:D STE:EL 7UBING f\fTH BREAKAWAY BASE PER
SAN DIEGO REGIONAL STANDARD DRAWING M-45.
16. WHEN A SIGN JS ATTACHED TO A POLE, IT SHALL BE MOUNTE:D USING A STANDARD CITY
OF CARLSBAD MOUNTING BRACKET f\fTH STRAPS.
17. EXISTING SIGNS R£MOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR
TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK AVENUE.
18. 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
RELOCA TE:D OR TO REMAIN.
19. (IF NECESSARY) WH£RE R4-7 SIGN AND OMI-J OBJECT MARKE:R ARE TO BE INSTALLED
IN A 2-FOOT WIDE MEDIAN NOSE, THE R4-7 SIGN SHALL BE 1a·x24· AND THE OMI-J
OBJECT MARKER SHALL BE 12·x12·
w
R/W
EXIST. 8' EASEMENT FOR PUBUC SIDEWALK
E
R/W
I
50 EXIST. R/W----
J'
25'
22:t'
EXIST. PAVEME:NT
AND BASE
EXIST. CURB AND GUTTE:R
25'
22:t'
EXIST. CURB AND GUTTE:R
AND SIDEWALK ~MfEs&M JllDpfJJfR
TYPICAL STREET SECTION
ROOSEVELT STREET
NOT TO SCALE
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY
MELCHIOR LAND SURVEYING, INC. METHODS FROM INFORMATION
GATHERED ON 10-28-02 BY MELCHIOR LAND SURVEYING,
INC. TOPOGRAPHY SHOWN HEREON CONFORMS TO
NATIONAL MAP ACCURACY STANDARDS.
BENCH MARK:
DESCRIPTION: COUNTY OF SAN DIEGO BENCH MARK OCl5/S AND
USC & GS AND NOS-NGS BENCH MARK STAMPED
OC-I55 STANDARD DISC
.5.5:t'
LOCATION: 0.5 MILE NW OF THE INT£RSEC110N OF CARLSBAD BLVD AND ELM ST.:
0.1 MILE NORTH OF BRIDGE OV£RCROSS/NG RR 9 FEET EAST OF CL Of
TRACKS AT smTCH BOX. LOCATED IN CONC BASE OF RR Sf\fTCH BOX
SIGNAL.
RECORDED: COUNTY OF SAN DIEGO
ELEVA 110N: 20.044 DA TIJM: MEAN SEA l E\,fl,
SHEET 2
INDEX OF SHEETS
n7l.E SHITT __________ SHEET I
SEWER &-WA 1ER Pl.A SHEET 2
ROOSEVELT STREET SHEET J
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA
COORD/NA TE SYSTEM -198J, ZONE 6, 1991.35 EPOCH, NORTH
AMERICAN DAn.JM OF 1983 (NAD8J), GRID BEARING BETWEEN
STATIONS CLSB-130 & CLSB-129/BM-OC 155 AS SAID
COORDINATES ARE PUBLISHED IN THE CITY OF CARLSBAD
SURVEY CONTROL NETWORK ESTABLISHED BY RECORD OF
SURVEY MAP NO. 17271, FILED IN THE OFFICE OF THE SAN
DIEGO COUNTY RECORDER ON FEBRUARY 8, 2002.
I.E. N38"54'44'W
QUOTED BEARINGS FROM REFERENCE MAPS OR DEEDS MAY OR
MAY NOT BE IN TERMS OF SAID SYSTEM.
THE COMBINED GRID FACTOR AT STATION 'CLSB-130' IS
0.99996219
IS. THE STANDARD SPECIF/CATIONS FOR PUBUC WORKS CONSTRUCTION (GREE:N BOOK)
6. SOILS REPORT ANO RECOMMENDA 110NS BY GEOLOGIC ASSOC/A TE:S
DA TE:D APRIL 25, 2007.
7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY
THE CITY OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS
DA TE:O EXEMPT
9. ENVIRONMENTAL APPROVAL DOCUMQITS QA TE:D EXE;MPT 10. WATER POLLU 110N CONTROL Pl.AN ( WPCP) PREP'"'"AR"""E"'D.,,B""Y"'L=1N""TVE=:cD=r. ~Ms-c-:-cOL·L AND ASSOC.
DA TE:D APRIL 11, 2007.
11. STORM WATER MANAGF:MfNT PLAN (SWMP) PREPARED BY LINTVEDT. McCOLL AND ASSOC.
DA TE:D APRIL 11, 2007.
12. THE CAUFORNIA ST6RM WATER QUAUTY ASSOSCIATION (CASQUA~_STORM WATE:R BEST
MANAGEMENT PRACTICE, CONSTRUCTION HANDBOOK AN. rJ STA TE ur CAL}FORN/~1 DEPT. OF TRANSPORTA 110N, CON~ TRUC110N SITE BEST MANAGEME:NT PRACTICES (BMP) MANUAL
DESCRIPTION
PROPERTY LINE
CURB OUTLET
24' DRIVEWAY
6" CURB & GUTTER
6" WA TE:R MAIN
LEGEND
DWG.NO.
S.D.R.S.D. D-25
S.D.R.S.D G-14A
S.D.R.S.D. G-2
CMOO STD. W-2
SYMBOL
1• WATER SERVICE W/ S/8 WATER METE:R CMOO STD. WJ I-- --c-@
~--6" FIRE SPRINKLER SERVICE (PUBUC) CMOO STD. W-2
2• BACKFLOW PREVENTER (PR/VA TE) CMOO STD. W22 f----c:::::::J
6' GATE VALVE:
8' SE'M:R MAIN
4. SE'M:R LATERAL
SIDEWALK
CMOO STD. ~16 0
CITY OF CARLSBAD STD. S-5 --
CITY OF CARLSBAD STD. S-7 1-------@
S.D.R.S.D. G-7 I· , •' "'; • j
CITY OF CARLSBAD STD. S-6---1QCO
QUANTITY
2 EA.
15.J S.F.
74 lF
220 lF
11 EA
55 lF
2 EA
IS EA
2/SJ lF
11 EA
100 SF
GRID DISTANCE = GROUND DISTANCE X COMBINED GRID FACTOR.
SE'M:R CLEANOUT
SE'M:R MANHOLE
TRENCH RESURFACING
AIR RELEASE VAL VE
THRUST BLOCK
CITY OF CARLSBAD STD. S-1 --0
S.D.RSD. G-24 TYPE A ( ~7.:,.S,zi
/l EA
2CA
OWNERS
CITY OF CARLSBAD REDEVELOPMENT
2965 ROOSEVELT SlREET, SUITE B
CARLSBAD, CA 92008
VICINITY
CITY OF OCEANSIDE
78
MAP
BLOW-OFF ASS£MBL Y
AC OV£Rl.AY, 1-1/2' COLD MILL
EXISTING LEGEND
ITEM
SE'M:R LINE
GAS LINE
WATER LINE
OVERHEAD ELECTRICAL UNE
TELEPHONE LINE
EXIST. CON TOUR
CMOO STD. WIS
CMOO STD. WI/S
CMOO STD. WIJ
-------j ---
SYMBOL
--s--
--G--
--W--
--n,HE--
--T--_...-------42--_
J6 lF
1 EA
J6 SF
I EA
460 SF
CITY OF VISTA EXIST. TREE 0
PROPOSED
SITE
~o
CITY OF
.,___.-,, u SAN MARCOS
CITY OF ENCINITAS
CARLSB{J M JNIClrAL WATER DISTRICT
' ' ~,: • , <t/14/01
DAVID A. HAUSER DATE
DEPUTY CITY ENGINEER R. C.E. 33081 EXP. 6/30/08
REFERENCE DRAWING
DRAWING 187-5
PROJECT LOCATION
THIS PROJECT IS LOCA TE:D WITHIN ASSESSORS PARCEL NUMBER($) 203-102-33
'f:'E 2g~~{9!J.NIA COORDINATE E /N~f°f2oil THIS PROJECT IS
SUSMP PROJECT PRIORITY _______ _
CITY OF CARLSBAD FIRE DEPARTMENT "AS 8~ REQUIREMENTS
NO. Of F.H.(S)_l_F.FLOW /';OfJ G.P.M. OUT Of_l_F,H.(S). ~I_ 11:JJ-Ul
BLD~SPRINKLED@S)'NO ... F.FLOWZ~.P.M. 4
P.E. 3(.,.Pi1J ~ -30 ·LO DATE EXP. ~~-ci./1/01 REVI ;:WED BY: 7 f nii MAA L t dA TE' (4 1L <. . I '2.·'l.'l •o'1
~TOR ( DATE
9/8/09 D£A CHANGE. QUANTITY OF S£WfR MANHOLi;.S AN~ I SHfET I CITY OF CARLSBAD I SH~[TS I .S£WCR CLtANOIJ rs
ENGINEERING DEPARTMENT
IMPROVEMENT PLANS FOR:
ROOSEVELT GARDEN CONDOMINIUMS
CT 06-18 TITLE SHEET
APPROVED: DAVID~~ 9 /'T/_b7
DEPUTY QTY ENGINEER PE 33081 EXPIRES 6/30/08 DATE
DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: RP04-4A/CT 06-18 . ENGINEER Of WORK REVISION DESCRIPTION 011-lER APPROVAL CITY APPROVAL RW.O BY: QE A. 431-6
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•
SEWERLINE DATA TABLE
NO. BEARING DISTANCE REMARKS
CD N 55"50'08" E .38.00' 8" PVC
l2 N 55·50'08" E 147 . .35' 8" PVC
l.3 I N .34'09'52" W 68.65' 8" PVC
WATERLINE DATA TABLE
NO. BEARING DISTANCE REMARKS
<1> N 55"50'08" E 167.88' 6" PVC CLASS 200
:<2> N .34"09'52" W 52 . .37 6" PVC CLASS 200
EASEMENT NOTES
G) AN EASEMENT FOR PUBLIC SIDEWALK AND INCIDENTAL
PURPOSES, RECORDED OCTOBER 1.3, 1977 AS FILE NO.
77-420941 OF OFFlCIAL RECORDS.
@ AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES,
RECORDED JANUARY 1.3, 1966 AS FILE NO. 746.3 OF OFFICIAL
RECORDS.
@ .30' PUBLIC UTILITY ANO PUBLIC UTILITY ACCESS EASEMENT
GRANTED PER FINAL MAP ____ RECORDED ___ _
-'-.. . --~ ~
"" " i'j ( 1 i'j I-
I 50' I
"
PLAN:WATER AND SEWER
BENCH MARK: '?'i':,OfESS/~
DESCRIPTION: COUNTY OF SAN Ol[QO BENCH MARK OC155 AND ~~ G M. A,/"~~
USC & GS AND NOS-NGS B[NCH MARK STAMPED /2 R" No 36873 < ~
OC-155 STANOARO DISC ----._ '-" . < I:::\ I , .
LOCATION:
D.1 MILE NOR1H OF BRIDGE 0\/ERCROSSING RR 9 FEET EAST OF CL OF-~
TRACKS AT SWITCH BOX. LOCATED IN CONC BASE OF RR SWITCH BOX CIVIi.. ~
SIGNAL ' I': ~0~
RECORDED: COUNTY OF SAN DIEGO F' C/otl
ELEVATION: 20 044 DA TUM: MEAN SEA LEVEL
DATE: 8-29-07 W.O. 12308-3 ORFT: AMJ/MC ICHK"D BY:
DAVID EVANS
ANoASSOCIATES 1Nc.
110 West A Street Suite 1700
San Diego Calilortiia 92101
Phwe: 619.400.0600
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REVIEWED BY:
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DATE
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ENGINEERING DEPARTMENT :::::===='....'.::::::================-==~ 1------+---+-------------------<----+---1-----+--< IMPROVEMENT PLANS FOR:
SEWER AND WATER
ROOSEVELT GARDEN CONDOMINIUMS
f------t---+--------------------t---+---t---1--+----t CT 06-18 :='=A=c=PP:c=:R=c=O==:VE===D=; =c=DA;=Vl=::=D=A=, =H=.=:Ms'=ERc=,= ./::,=::===it=x==l
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f------t---+--------------------t---+---1-------+----t DEPUTY CITY ENGINEER PE 33081 EXPIRES 6/30/08 DA
1----=-+~~-+------------------<----+---1-----+--< DWN BY: ---1 DATE INITIAL 1--DA_TE_~IN_ITI_AL-+_D_ATE_~IN_ITI_A_L_, CHKD BY: ___ 1
ENGINEER Of' WORK REVISION DESCRIPTION 011-IER APPROVAL CITY APPROVAL RVWO BY: DU,
PROJECT NO. DRAWING NO.
RP04-4A/CT 06-18 431-6
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CURB DATA TABLE g >-"a~ >-~ t;i a~ >-"a~ t:;a~ z a ..,: z
"1~,.; II <( w ,.; Jli <( 8 a c1 13 w~ NO. BEARING DISTANCE REMARKS 8:/3~~ ~a -x .,.; ~ 0 :!! N gi~ :!! w a, w -?;S ~ ,0 "' ,0 "' g-~a:: 2 &! :« m "'! • ~ a::a ,-,: ~ a:: ,-,: a. -~ ,i 0 a01 N 34'26'38" W 16.37' 6" CURB AND GUTTER c-.i gav5 (Q Ill < N 5a(i5 .,; §~~ ai 0 a::
lO 0:: " ID 0 -On.I':! N a:: a ~ ""'n.;1/ ~ ~~ rn N 33'31 '46" W 57.01' 6" CURB AND GUTTER
,0 z +aw+ 1--~0 ~ ~ + + a.. c5 :r, l)j i~~o ROOSEVELT STREET +<((30 ~ ... ~~ ~ ~ ~~~ O•-<( V <¾'~ --::lw~ ~ ::I~~ --.-co:.C .---::I 00
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EASEMENT NOTES w w w '\._ w-w w w
EXli . 8" ACP WATER io " Ol J ~ .,
-'/4'¥ c;·~ T T "' ,T .-----T G) AN EASEMENT FOR PUBLIC SIDEWALK AND INCIDENTAL T I t.rr, )" T T T T I ...., "'-~ PURPOSES, RECORDED OCTOBER 13, 1977 AS FILE NO. ' ~ ---I
77-420941 OF OFFICIAL RECORDS. T , " . .v-· ... .,. • J i e;:-r . T-· . I T T T )
I c,(',<1'----'\,--220± j'-'-"" .. -=:;., 1. r . . " • • JI .• -, ~ FOR LOCATION OF EXISTING OVERHEAD I 20 0 20 40 60
@ AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, I 1-f'--~ ~ ~~ 1-•t,. -.-=-·.,.....;......, '":7-_, ---= "AS BUil T"
FOR L0CA N OF EXISTING OVERHEAD 41 Oct
lfl': r-\ •· . . '42.8 RECORDED JANUARY 13, 1966 AS FILE NO. 7463 OF OFFICIAL ~· -' ' 4 ~ {/)lY1i&il1,-~~ RECORDS. I \ I I l
,, UTILITIES IN THIS AREA, SEE SHEET 2. I SCALE 1" = 20'
@ 30' PUBLIC UTILITY AND PUBLIC UTILITY ACCESS EASEMENT
UTILITIES IN .W,IS AREA, SEE SHEET 2. FL. , ' 8' u \ .. I ~ ~1 ~ I
I ~ L ' i--P.F2,v8)_) EXP,(a-'(0-IQ GRANTED PER FINAL MAP RECORDED ,~ DATE
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d .,, J-i~ ~ I I I ~CTOR() DATE
9/8/09 0£A ADJUST WlitRE: /MPROVCMEHrS MA Ttti I SH~ET I CITY OF CARLSBAD I SH;~TS I PLAN: ROOSEVELT STREET fXIST/WG CUR/3 It GUTTER
ENGINEERING DEPARTMENT
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BENCH MARK: IMPROVEMENT PLANS FOR:
'(i'::OfESS/~ ROOSEVELT STREET
DE:SCRIPTTON: COUN[t_ Qf_ St,/y_ DIEGO BE/y_(;;/j MARK Q(;1Q5 t,NQ DRFT: AMJ/MC ICHK'D BY: ~~ M. '1ic, '( ~ DATE: 8-29-07 w.o. 12308-3
USC & GS AND NQS-NGS BE/y_CH Mt,RK STAMPED . ' ' ROOSEVELT GARDEN CONDOMINIUMS
QC-155 STt,/J.Qt,RQ QISC ti ~ l/3 Q ,,
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CT 06-18 <.o ~ No. 36873 <;:, ~ DAVID EVANS LOCATTON: Q.5 MIL'-NVf_ O[ 11-1'-1/y_lERS~!lON OF C.t,RLSBt,D fil, vO t,t/_Q E:~1,/_ S[,; G:i I:::' ' Q.1 MIL'-/y_QRlli Qf_ B/llD(& QV£RCROSS/NG RR 9 FEET EAST OF CL OF ' _, ~ Exp. ,s_-uooa "' 8 = ANoASSOCIATES INC,
APPROVED: DAVID A,('f{.'UrRi¼ ~
/RACKS t,T SWTCH BOX. LQCt,TEO W CO//C Bt,SE Qf 1111 SWTCH BQX
-.,,_ o/, /1, O?
l~· 110 Wes\A SlreetSuite 1700 \ DEPUTY CITY ENGINEER PE 33081. EXPIRES 6/30/08 DA SIGNAL "' ~ I
·qyI1, -~ "" ~ San Diego Califomi~ 92101 OWN oY: RE:CORDE:D: COUNTY OF SA!Y. DIE@ r CALI~()~ DATE INITIAL DATE INITIAL DATE INITIAL PROJECT NO. DRAWING NO.
ELE:VATTON: 20.044 DA/VM: MEAN SEA LE\1£L Phone: 619.400.0600 REVISION DESCRIPTION CHKD BY: RP04-4A/CT 06-18 431-6 ENGINEER Of WORK 011-IER APPROVAL OlY APPROVAL RWID BY: f'(A..
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