HomeMy WebLinkAboutDWG 537-2; CT 2019-0006; THE ROOSEVELT; 01-02
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GENERAL NOTES
1. THIS PLAN SUPERSEDE:S ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY
OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENG/NEER-
OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND
OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL
BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT
OF $2,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE
~~P:N;ZE WRb~~Go"frf oJ'~fis M~f6R HtE'fTEl Al~~~XBur:iEo.ir· •~sJiW~
RA TING 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 DA TE OF THE
IMPROVEMENT AGREEMENT.
7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET.
8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
9. THE ORIGINAL ORA WING 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 OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF:
(A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) 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 PRfCONSTRIJCTION MffTING SHAil Bf Hfl D AT THE SIT£ PRIOR TO THE
BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES
RESPONSIBLE FOR CONSTRUCTION. INSPECTION. SUPERVISION, TESTING AND ALL
OTHFR ASPECTS Of THF WORK THE CONTRACTOR SHALL SCHEDULE THE MEETING
BY CALLING 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.
1J. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE
MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT
(760) 4J8-J891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2: 00 P.M.
ON THE DAY BEFORE THE INSPECTION IS NEFDFD 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.
14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMlmNG
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPE 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
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS £STAB/ ISHFD BY THF CONSTRUCTION SAFFTY ORDERS TIT/ f B
CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY A
REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO
EXCAVATION.
16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE
DURING CONSTRUCTION, OPFRATIONS !MIi CFASF fMMFDIAm Y AND THE
PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND
6:00 P.M. 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.)
18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE
OCCURRING ALONG THF HAUL ROUT£ OR ADJACENT S1RFFTS AS A RFSULT Of THf
GRADING OPERATION.
19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED
BLASTING PROGRAM AND BLASTING PERMIT.
20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN
ON THE CONSTRUCTION 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 UTILITIES SHOWN ON THE PLANS AND
ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN.
21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
( ABOVEGROUND AND UNDERGROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE 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 CONSTRUCrTON NEAR THEIR
FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT (DIG ALERT) 811
SDG&E (800)411-7J4J
AT&T (619)2J7-2787
SPECTRUM CABLE (800)227-2600
cox COMMUN/CATIONS (619)262-1122
CITY OF CARLSBAD(STREETS AND STORM DRAIN) (760)4J4-2980
-CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) (760)4JB-2722
'SAN DIEGUITO WATER DISTRICT (760)6JJ-2650
*LEUCADIA WASTEWATER DISTRICT (760~75J-0155
*VALLECITOS WATER DISTRICT i760 744-0460
"OLIVENHAIN WATER DISTRICT 760 75J-6466
*BUENA SAN/TA TION DISTRICT (760)7 6-J40 xlJJO •
AS APPROPRIATE
2J. IN ACCORDANCE THE CITY STORM WATER STANDARDS ALL STORM DRAIN INLETS
CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT
WASTE DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION
OF THE CITY ENGINEER.
STREET NOTES
1. ACTUAL STRUCTURAL SECTIONS K-!LL 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 APPLIED
SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS
AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE
ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2)
CITY WORKING DAYS BEFORE THE WORK BEGINS.
2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND
CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE
"AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE
ALLOWED. ALL LUM/NA/RES SHALL BE ·cur OFF" TYPE.
J. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO
CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS.
4. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED
WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH
PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED
WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER.
5. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24,
CALIFORNIA ADMINISTRATIVE CODE.
6. STREET TREES SHALL BE INSTALLED PER SECTION VI OF THE CITY OF CARLSBAD
LANDSCAPE MANUAL.
7. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS
OF WORK OF THIS PLAN PER SDRS DWG M19.
8. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK
SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE
PROFESSIONAL LAND SURVEYORS ACT.
9. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY
ENGINEERING INSPECTOR.
10. STREET LIGHTS SHALL BE 5,500 LUMEN (40 WATT) OR IJ,700 PUPIL LUMEN
(100 WATT) HIGH EFFICIENCY INDUCTION LIGHTS.
SEWER NOTES
1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE "CITY OF CARLSBAD ENGINEERING STANDARDS (LATEST EDITION), VOLUME I-
GENERAL DESIGN STANDARDS, CHAPTER 6-DESIGN CRITERIA FOR GRAVITY SEWER
LINES AND APPURTENANCES, AND VOLUME J -STANDARD DRAWINGS AND NOTES
AND THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION, LA TEST
EDITION (GREEN BOOK).
2. BEFORE ANY CONNECTION TO THE CITY'S EXISTING SYSTEM, A PERMIT
SHALL BE OBTAINED FROM THE CITY. IT MUST BE SIGNED AND APPROVED
BY THE CITY ENGINEER AND SUPERINTENDENT.
J. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT
OF WAY PERMIT SHALL BE REQUIRED.
WATER NOTES
1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LA TEST
EDITION) VOLUMES 2 & J.
2. 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.D. OFFICE AND MUST
BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY
ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER.
J. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION
DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE
PROVIDED -TELEPHONE NO. (760)4J8-J891.
4. 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.
5. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY
MEANS OF CA THOD/C 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.
6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF
THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VAL VE AND BUILDING
SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL.
7. ALL POTABLE WATER SERVICES SHALL BE 1• AND ALL METERS SHALL BE 1•
(UNLESS OTHERWISE NOTED ON PLANS).
8. ALL WATER METER BOXES SHALL BE 17" X JO" X 12• POLYMER CONCRETE AS
MANUFACTURED BY ARMORCAST OR EQUAL (UNLESS OTHERWISE NOTED ON PLANS).
9. MINIMUM SPACING BETWEEN POTABLE WATER SERVICES AND SEWER LATERALS
SHALL BE 10 FEET.
10. THE TOP OF WATER METER BOXES SHALL BE FLUSH K-!TH THE FINISHED SURFACE
GRADE.
11. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO
THE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS"
PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTMENT OF HEALTH SERVICES.
12. AXIAL DEFLECTION AT THE PIPE JOINTS IS NOT ALLOWED. THE USE OF A HIGH-
DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON
A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER
COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED "VINYL-IRON" H.D. FOR
C900.
1J. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT
OF WAY PERMIT SHALL BE REQUIRED.
14. NO cumNG OF ASBESTOS CEMENT PIPE (ACP) IS PERMITTED. CONTRACTOR SHALL
REMOVE ACP TO NEAREST COUPLING AND INSTALL ACP X PVC ADAPTORS AND THE
NECESSARY PVC SIZE AND CLASS PIPE TO INSTALL THE TEE AT THE STATION.
15. PRIOR TO BACKFILL, INSTALL TRACER WIRE ON TOP OF PIPE AND SECURE IN PLACE
WITH 2-INCH WIDE PLASTIC ADHESIVE TAPE AT MAXIMUM 10-FOOT INTERVALS. K-!RE
TO ENTER VALVE STANDS BY MEANS OF DRILLED HOLE IN PIPE STAND WALL JUST
BELOW 4TTBOX. WIRE IS NOT TO INTERFERE WITH VAL VE NUT OPERATION. RUN TRACER
WIRE CONTINUOUSLY ALONG PIPE AND TERM/NA TE IN ADJACENT VALVE BOXES FOR
BURIED ASSEMBLIES OR BURIED VALVES. WHERE BURIED SPLICES OCCUR, USE AN
ELECTRICAL EPOXY RESIN SUCH AS SCOTCHCAST, OR APPROVED EQUAL. PROVIDE 24
INCHES OF COILED WIRE AT ACCESS POINTS FOR ATTACHMENTS OF PIPE LOCATING
EQUIPMENT. EACH INSTALLED RUN OF PIPE SHALL BE CAPABLE OF BEING LOCATED
USING THE TRACER WIRE. PROTECT WIRE INSULATION FROM DAMAGE DURING
INSTALLATION AND BACKFILLING. WIRE INSULATION THAT IS BROKEN, CUT, OR DAMAGED
SHALL BE REPLACED.
TRACER K-!RE SHALL BE AWG NO. 8 STRANDED COPPER WIRE WITH HIGH MOLECULAR
WEIGHT POLYETHYLENE (HMW/PE) INSULATION SPECIF/CALL y DESIGNED FOR DIRECT
BURIAL IN CORROSIVE SOIL OR WATER. POLYETHYLENE INSULATION SHALL CONFORM TO
ASTM D 1248, TYPE 1, CLASS C. K-!RES WITH CUT OR DAMAGED INSULATION ARE NOT
ACCEPTABLE AND REPLACEMENT OF THE ENTIRE K-!RE WHICH HAS BEEN DAMAGED WILL
BE REQUIRED AT THE CONTRACTOR'S EXPENSE.
16. CONTRACTOR TO SUBMIT E-28 FORM TO CM&/ MINIMUM 2 WEEKS PRIOR TO ANY
SCHEDULED WATER SHUTDOWN.
Civil ~andworks
SIGNING AND STRIPING NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING.
2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 'S MUTCD 200J REVISION 1, AS
AMENDED FOR USE IN CALIFORNIA), CALTRANS STANDARD SPECIFICATIONS (JULY 2006
OR LA TEST VERSION THEREOF), THtSE PLANS AND THE SPECIAL PROVISIONS.
J. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS
DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION.
4. ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE
ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD.
5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPECIF/CATIONS.
STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE
ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL).
6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND
AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE
RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING THE APPROVAL OF THE
CITY INSPECTOR.
7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE
PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION.
8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT
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 LOCATED. CROSSWALKS SHALL HA VE 10'
INSIDE DIMENSION UNLESS OTHERK-!SE SPECIFIED.
11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS
SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED.
12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES (FHWA 'S MUTCD 200J REVISION 1, AS AMENDED
FOR USE IN CALIFORNIA) AND SAN DIEGO REGIONAL STANDARD DRAWING M-19.
IJ. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW.
14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM
TRAmc CONTROL DEVICES (FHWA 's MUTCD 200J REVISIONI, AS AMENDED FOR USE IN
CALIFORNIA) UNLESS OTHERWISE SPECIFIED.
15. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER
SAN DIEGO REGIONAL STANDARD DRAWING M-45.
16. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY
OF CARLSBAD MOUNTING BRACKET WITH STRAPS.
17. EXISTING SIGNS REMOVED 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 SPECIF/CALLY SHOWN AS EXISTING TO BE
RELOCATED OR TO REMAIN.
19. (IF NECESSARY) WHERE R4-7 SIGN AND OMI-J OBJECT MARKER ARE TO BE INSTALLED
IN A 2-FOOT WIDE MEDIAN NOSE, THE R4-7 SIGN SHALL BE 18"X24" AND THE OMI-J
OBJECT MARKER SHALL BE 12"X12"
INDEX OF SHEETS
Tl TL£ SHEET ..................................................... SHEET 1
IMPROVEMENT PLAN ......................................... SHEET 2
LEGAL DESCRIPTION
TI-IE SOUTI-IWESTERL Y HALF OF LOT 40, EXCEPTING THEREFROM
TI-IE NORTI-IWESTERLY 10.60 FEET OF TI-IE SOUTI-IWESTERLY 120.00
FEET TI-IEREOF OF SEASIDE LANDS, IN TI-IE CITY OF CARLSBAD,
COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO
MAP TI-IEREOF NO. 1722, FILED IN TI-IE OFFICE OF TI-IE COUNTY
RECORDER OF SAN DIEGO COUNTY JULY 28, 1921.
PROJECT ADDRESS
2690 ROOSEVELT STREET,
CARLSBAD, CA 92009
APN: 203-102-15
DEVELOPER
NAME: RANDOLF CHEREWICK
ADDRESS: 20JJ SAN EL/JO A VE. SUITE 42J
CARDIFF, CA 92007
PHONE NO.: (425) J45-277J
OWNER
NAME: RANDOLF CHEREWICK
ADDRESS: 20JJ SAN EL/JO A VE. SUITE 42J
CARDIFF, CA 92007
PHONE NO.: (425) J45-277J
REFERENCE DRAlfINGS
DWG # 118-9
CITY OF OCEANSIDE
HIGHWAY. 78 -
_\ l ~-~ ~ ~.,..,
,,,J
'
WORK TO BE DONE
THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE
FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED
BY THE CITY ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD ENGINEERING STANDARDS
J. THIS SET OF PLANS
4. RESOLUTION NO. 7405 DA TED FEB. J, 2021
5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
BOOK).
6. SO/LS REPORT AND RECOMMENDATIONS BY~GE=O~C~O~N~l~N=C. _______ _
DA TED 4/8/19
7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY
THE CITY OF CARLSBAD STANDARDS.
8. ~Lf°EgRNIA COASTALN sgMMISS/ON DEVELOPMENT PERMIT CONDITIONS
9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED N/A
10. TIER II STORM WATER POLLUTION PREVENTION PLAN (DWG. 5J7-2A)
11. STORM WATER QUALITY MANAGEMENT PLAN PREPARED
BY CIVIL LAND WORKS CORP. DA TED 1211 [22
12. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND
CAL TRANS CONSTRUCTION SITE BMP MANUAL.
DESCRIPTION
PROPERTY BOUNDARY LINE
ADJOINER BOUNDARY LINE
STREET CENTERLINE
EASEMENT LINE
EXISTING FENCE
EXISTING CONTOUR
SPOT ELEVATION
EX. SEWER LATERAL
EX. WATER SERVICE
EX. STORM DRAIN
LEGEND
DWG. NO. SYMBOL ------
-------
-□1----f□I----
----150----
x FS=150.00 -s--s--w--w-
QUANTITY
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON TI-IESE PLANS WAS GENERATED BY FlELD SURVEY
PROJECT
LOCATION
CURB AND GUTTER
CONCRETE SIDEWALK
SDRSD G-2***
SDRSD G-07•••
SDRSD G-148
I • ... ' •I
78 LF
632 SF
227 SF
37 LF
METHODS FROM INFORMATION GATI-IERED ON 2/10/22 BY
SAN DIEGO I AND SIJRVEY)NG & ENGINEERING INC
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY
STANDARDS.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S)
203 102 15
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS:
N 2004 E 6224 (CCSB,Jl .
BENCH MARK
DESCRIPTION: CITY OF CARLSBAD CONTROL MONUMENT NO. IJO
LOCATION: 2.5• BRASS DISC ON SE CORNER OF DRAINAGE INLET IN
NORTHFAST CORNER Of GRAND AVE AND WASHINGTON ST
ELEVATION: 4Q 910' DA TUM: _.N.,_,G'--'\ID-"'2...,9'-----
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER 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 /S CONSISTENT K-!TH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY
THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: CIVIi t ANDWORKS CORP
ADDRESS: 110 COf'PFRWOOQ WA}'.'. SIJ[Tf P
CITY, ST.: OCfANSm£ CA 92058
TELEPHONE: 760 908-8745 /l
/~~~
BY: -----~---------DATE: __ 1_2~/5~/._2_2 ___ _
DAVID CARON
R.C.E. NO.:~Zu.D .. 0...,66,..__ _________ _
REGISTRATION EXPIRATION DATE: 09/.301?4
PACIFIC
'/ OCEAN
'_j ~ NOT TO
i5T""SCALE
VICINITY MAP
DRIVEWAY CITY OF CARLSBAD GS-12
12" RCP STORM DRAIN (D-3300)
TYPE B CURB INLET SDRSD 0-2•••
6" PVC PRIVATE SEWER MAIN
SEWER CLEANOUT CSD S-7
2• WATER SERVICE W/ 2• METER CMl'lll W-4
6" FIRE SERVICE CMl'lll W-9
1" IRRIGATION SERVICE W/ 1" METER CMl'lll W-3
2• REDUCED PRESSURE BACKFLOW CMl'lll W-6
6" FIRE BACKFLOW CMWD W-9
TRENCH RESURFACING
12" PVC SD
VISIBILITY TRIANGLE
3" GRIND AND OVERLAY
WATER METER BOX
8" PVC WATER
LANDSCAPE
6" GATE VALVE
GS-25, GS-28
. .... • ~ ------------
I LD -s ----®
0
-w ---®
-w ----®
-w ---<D
I BF I
I BF I
I//////I
-SD -
-w -
(::: :: : :::: :: ::::::: :: : :::: ::I
®
1 EA
1 EA
1 EA
1 EA
1 EA
1 EA
2 EA
1 EA
181 LF
3109 SF
2 EA
28 LF
1 EA
ALL STANDARD DRAWINGS ARE SAN DIEGO REGIONAL STANDARD DRAWINGS (SDRSD) UNLESS NOTED OTHERWISE:
• CITY OF CARLSBAD STANDARD
•• CARLSBAD MUINICIPAL WATER DISTRICT STANDARD DRAWING
••• SDRSD AS MODIFIED BY CITY OF CARLSBAD
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TOTAL LOT AREA --~0~.4=J=9~A=.C=·------
TOTAL DISTURBED AREA =~0~.4=J=9~A=.C=·----
(THIS AREA INCLUDES BUT IS NOT LIMITED TO
OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS
AND TEMPORARY DISTURBANCE SUCH AS VEHICLE
AND EQUIPMENT STAGING AREAS, CONSTRUCTION
WORKER FOOT TRAmc. SOIL/GRAVEL PILES, UTILITY
TRENCHES, BACKFILL CUTS AND SLOPE KEYWA YS)
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"AS BU I LT" ~ ~
TOTAL EXISTING IMPERVIOUS AREA = J.816 S.F.
TOTAL REPLACED IMPERVIOUS AREA -D S.F.
TOTAL PROPOSED IMPERVIOUS AREA -12.700 S.F.
RCE ___ EXP. ___ _ DATE
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INSPECTOR DA TE Cl:'.'-. -----------------------------------~----~----------------~----~--~-----~-------------------<!: STRUCTURAL (POST-CONSTRUCTION) BMP TABLE
STORMWATER REQUIREMENTS THAT APPLY:
□ STANDARD STORM WATER REQUIREMENTS
C8:i PRIORITY PROJECT REQUIREMENTS
TYPE
BIOFIL TRA TION
BASIN
PERMEABLE
PAVEMENT
DESCRIPTION OWNERSHIP
EXEMPT FROM
TRASH CAPTURE?
D YES
C8:i NO
MAINTENANCE
AGREEMENT
EXEMPT FROM
HYDROMODIFICA TION?
C8:i YES □ NO
SHEET NO.
DWG5J7-2A
DWG5J7-2A
MAINTENANCE
FREQUENCY
1------1---------------+---+---+---+---I I SHlEET I CITY OF CARLSBAD I SHE2ETS I ~ ~IX)
ENGINEERING DEPARTMENT > ~~~~~~~~~~=======~==~ <i:rol IMPROVEMENT PLANS FOR: O 0
,,,
DA TE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL
THE ROOSEVELT
2022 ·01R4
APPROVED:
ENGINEERING MANAGER
RVWD BY:
CHKD BY:
Ei'-1E
GO
TITL i:-~-·--,
JASON S. GELDERT
RCE 63912 EXPIRES 9/30/24 DATE
PROJECT NO.
CT2019-0006
DRAWING NO.
537-2
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DocuSign Envelope ID: BD90D124-32C3-4117-B50E-930B450118A5
4/19/2023
Ɣ
A C:
(0.2%) ,v
24+50 24+00
I
. . ,~., ---t----
EX. SURFACE
PROFILE: ROOSEVELT CENlERLINE
HOR.: 1=10'
VERT: 1=2'
PROFILE· ROOSEVELT SIBEET CURB
HOR.: 1=10'
VERT: 1=2'
23+50
A C:
(0.5%) -(0.2%)
,v -
12" RCP SD
23+00
"' R/W :, R/W l==============,!==!==:!"'~·===============================\.r-.7r'iJF<-i,:'. =====================================
-
w,.,, ...J"' o· :,: ::::i z II o<w ,-._:::,;-
....: c::: d' -wa, + "" . ... w ex, N Vl ,.,, • • II < ,:::,; >-X-v, w"'
8" vc~ PER DWG. 118-9 ~ 'b _ _ f ,..--'\
-,s------>--.::;,;~-t--t---e-rclr-11r" I -
1:,, \ /
LO ...._ -
,..-w -w -w \_ w -w -w --w l_l_w -w
6" ACP PER
DWG. 118-9
' ' G G ' '
-
' '
If. OF
ROOSE "LT ST. OLD R/W NEW R/W ~a·--------33'---t-----i STA: 1 +34.44
39.27RIM
40 1----------1-----------1-----4 =/~---------l---_/
EX. SEWER MH ~
I ........____
'---EX. 6" ACP WAlER
PRIVAlE
SEWER CLEA! OUT
STA: 1+36.4'
-33.73IE
5• SEWER LAlERAL ~ / PRIVATE 6" SEWER
S-2% \,. I
EX. 5• SEWER MAIN --Li',._:d·Lr=======1==11r-111;;;;--r--L' 9• MIN.
t---------------11-"--'=sTA:J_+..Q.O .. O.n I ~ STA:1+36.4
33.01IE
1
/ -.,L,94TP 8" PVC SD
STA: 1 +34! 44
PROFILE: SEWER 33/91E
HOR.: 1=10'
VERT: 1=2' 30 ---------~~----~~---------------0+75 1+00
PROPOSED SURFACE-.
EX. SURFACE , If. CURB INLET , \ r 24"X24" OUTLET BOX
40 1------E~Xm.~SD;:..,.:;;M~H_--.,.__ __ -+------'\-"or--+----~P~R~S=D~RS:D~D~-~2~__, \1-----~+----1---=T~G~3=9.~10:...._ __ ----I 40
KIM 38.82 ---.... ' 1, --r-=:::::::::!"4 ==,-L,f
IE 36.54± ,---1---nt-
12" RCP SD _J
INSTALL WAlE TIGHT JOINTS
I 0 36.921E_/
\~ EX. 6" ACP WAlER
"'\.._ EX. 8" VCP SEWER
37.7I IE
37.20 E
30 .__ ________ ....._ ____ =""'""""""'""',.,,.,.,...,..,,..,..,.,_ ________ ....._ ________ ___. 30
O+ 75 1 +OO PROFILE: STORM DRAIN 1 + 75 HOR.: 1=10'
VERT: 1=5'
PRIVATE SEWER MAIN DATA TABLE
CONSTRUCTION NOTES:
(D CONSTRUCT 6" CURB & GUTTER PER SDRSD G-2•
@ CONSTRUCT 4" PCC SIDEWALK PER SDRSD G-7*
@ CONSTRUCT TRENCH RESURFACING PER GS-25 & GS-28
STATION/OFFSET INVERT @ DROP TO SLOPE (%) ELEV. AT GROUND DEPTH BELOW LENGTH RIM ELEV. @
OF Pvt. MAIN EX. MAIN IE MAIN PL IE ELEV. @ PL PL TO IE UPSTREAM MANHOLE
G) CONSTRUCT 20' RESIDENTIAL DRIVEWAY PER SDRSD G-148*
@ CONSTRUCT TYPE 8-1 CURB INLET PER SDRSD D-2, L=15'
@ CONSTRUCT SEWER CLEANOUT PER CSD S-7 STATION/OFFSET 33.01 1.0' 2.0%
EXISTING CURB AND GUTTER
AND SIDEWALK TO REMAIN
34.61 39.25 4.64' 29.7'
ROOSEVELT STREET TYPICAL SECTION
LOOKING NORTH NTS
38.80
(D INSTALL 6" PVC PRIVA 1E SEWER MAIN (SDR-35}
@ INSTALL 2" DOMESTIC WAlER SERVICE W/ 2" METIER PER CMWD W-4
AND BACKFLOW PER CMWD W-6
@ INSTALL 1" IRRIGATION SERVICE W/ 1" MElER PER CMWD W-3
AND BACKFLOW PER CMWD W-6
@) INSTALL 6" FIRE SERVICE PER CMWD W-9 W/ 8"X8"X6" lEE
@ INSTALL 6" FIRE BACKFLOW PER CMWD W-9
@ INSTALL GAlE VALVE PER CMWD W-21
@) INSTALL THRUST BLOCK PER CMWD W-19
@ EX. WA lER SERVICE AND MElER BOX TO BE REMOVED. DISCONNECT SERVICE AT
MAIN. REMOVE CORP STOP & PLUG SERVICE SADDLE. IF NO SADDLE IS PRESENT,
INSTALL SADDLE & PLUG
@ EXISTING 12" PVC STORM DRAIN & TYPE B CURB INLET TO BE
REMOVED AND RELOCAlED PER PLAN
@) EXISTING GAS SERVICE TO BE REMOVED
@ 3" GRIND AND OVERLAY
@) EX. DRIVEWAY TO BE REMOVE AND REPLACE WITH 4" PCC SIDEWALK PER SDRSD G-7*
OR LANDSCAPE
@) REMOVE 6" ACP PIPE, AND INSTALL 20 FOOT OF 8" PVC PIPE, AND ADDITIONAL
LENGTH TO THE NEAREST JOINT ON EACH END.
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~ @) INSTALL 8" TO 6" REDUCER AND THRUST BLOCK PER CMWD W-19
• ALL CONCRElE WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE EASEMENT DESCRIPTION:
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10 0 10
GRAPHIC SCALE
SCALE: 1" = 10'
20
I
I
• EXP.09/30/24 •
"'r., c1v11.~'<-
l"c0Fcr,.1.'fi
NOTE:
1. SEE GRADING PLAN PERMIT NO. 537-2A FOR SllE GRADING.
2. CONTRACTOR TO FIELD LOCA 1E AND REMOVE EXISTING SEWER
LA lERAL AND CAP AT MAIN.
3. CONTRACTOR TO FIELD LOCA 1E AND VERIFY EXISTING UTILITY
CROSSINGS AND CONNECTIONS.
CAUTION!!
EXISTING UNDERGROUND UTILITIES AND FACILITIES SHOWN ON THESE PLANS HAVE BEEN
OBTAINED FROM AVAILABLE RECORDS WHICH IN MOST CASES ARE SCHEMATIC PLANS. THESE
PLANS MAY NOT REFLECT ALL EXISTING UTILITIES. EXACT LOCATION AND DEPTH OF EXISTING
UTILITIES ARE UNKNOWN. SUBCONTRACTOR TO CONFIRM THE LOCATIONS OF ALL EXISTING
UTILITIES PRIOR TO START OF WORK, AND NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES.
□ CURB LINE DATA TABLE
LINE# LENGTH BEARING REMARKS
L1 36.29 S33' 53' 21.0l"E 6" CONC. CURB
L2 3.00 S33' 52' 44.37"E 6" TO o· CURB
L3 20.07 S33' 52' 44.37"E O" CONC. CURB
L4 3.00 S33' 52' 44.37"E o• TO 6' CURB
L5 36.40 S34' 07' 37.30"E 6" CONC. CURB
0 SAN DIEGO GAS & ELECTRIC COMPANY, OWNER OF AN EASEMENT FOR PUBLIC
UTILITIES AND INCIDENTAL PURPOSES, RECORDED JANUARY 13, 1966 AS
INSTRUCMENT NO. 7470 OF OFFICIAL RECORDS. PLOITTD HEREON.
CITY OF CARLSBAD, A MUNICIPAL CORPORATION, OWNER OF AN EASEMENT
FOR PUBLIC SIDEWALK AND INCIDENTAL PURPOSES, RECORDED OCTOBER 13,
1977 AS INSTRUMENT NO. 77-420940 OF OFFICIAL RECORDS.
B' WIDE EASEMENT DEDICATION ON FINAL MAP.
PER GREENBOOK SECTION 200 & 201, WITH 560-C-3250
CONCRElE, AND 6" MIN. CRUSHED AGGREGAlE BASE. SAW
CUTTING AND REMOVAL SHALL BE TO NEAREST JOINT.
------------------[]:'.-
"AS BU I LT" ~ ~
RCE __ _ EXP. ___ _ DATE
00 z LL :Sz
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INSPECTOR DA TE Cl:'.'-... ---------------------------~--------~-----------------•<!:
QPUBLIC STORMDRAIN DATA TABLE 1-----1--------------+---+---+---+---I I SH2EET I CITY OF CARLSBAD I SHE2ETS I ~ ~IX)
ENGINEERING DEPARTMENT > ~~~~~~~~~~=======~==~ <i:rol IMPROVEMENT PLANS FOR: O 0 LINE# LENGTH BEARING REMARKS
L1 36.70 S65" 17' 51.73"W 12" RCP, DLOAD 3300
/1\
DA TE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL
THE
2022 -01R4
APPROVED:
ENGINEERING MANAGER
RVWD BY:
CHKD BY:
ElvlE
GO
ROOSEVELT
.. ·-· ·-:-i~I Pl .6.N
JASON S. GELDERT
RCE 63912 EXPIRES 9/30/24 DAlE
PROJECT NO.
CT2019-0006
DRAWING NO.
537-2
•• Ol w,....._
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DocuSign Envelope ID: BD90D124-32C3-4117-B50E-930B450118A5
4/19/2023