HomeMy WebLinkAboutDWG 552-9; MS 2024-0007; NOVAK 1328 PINE AVENUE; 01-04NF
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GENERAL NOTES
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY
OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR 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 JS DISCOVERED.
J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-
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
CERT/FICA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE
COMPANY WRITING THE POLICY MUST HA VE A RA TING OF "A-• OR BETTER
AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY
RA TING GUIDE.
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED
IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE OF THE
IMPROVEMENT AGREEMENT.
7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET.
8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
9. THE ORIGINAL ORA WING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF:
(A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBM(TTED BY A PROFESSIONAL ENGINEER OF THE STATE OF
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE
WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO
THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS.
12. A PRECONSTRUCTTON MITT/NG SHALL BE HELD PRIOR TO lliE BEGINNING OF
WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR
c0NsTR11cnoN @$PFcnoN $1/PFRVIS/DN ttsVNG AND At t otRtR A$Ptcts at lliE WORK THE CONTRACTOR SHALL SCHEDULE THE MEETING BY CALLING THE
INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO
STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO
SCHEDULING.
13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE
MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION RE UEST LINE AT
760 438-3891. INSPECTION RE UESTS MUST BE RECEIVED PRIOR TO 2: 00 P.M.
ON THE WORK DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE
MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE
AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
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 ESTABLISHED BY THE CONSTRUCT/ON SAFETY ORDERS. TITLE 8
CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY A
REGISTERED ENGINEER AT lliE CONTRACTORS EXPENSE A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO
EXCAVATION.
16. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED
BLASTING PROGRAM AND BLASTING PERMIT.
17. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE
DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY. AND THE
PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
18. 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 JS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
19. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
CITY INSPECTOR FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE
OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE
GRADING OPERATION.
20. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE
DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL
ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.
21. 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.
22. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
( ABOVEGROUND AND UNDERGROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF THE CONSTRUCT/ON TO PERMIT THE REVISIONS OF THE CONSTRUCTION
PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH
THE PROPOSED WORK.
23. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR
FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT (800)422-4133
SDG&E (800)411-7343
AT&T (800)892-0123
TIME WARNER CABLE (760)438-7741
COX COMMUNICATIONS f,619)262-1122
CITY OF CARLSBAD(STREETS AND STORM DRAIN) 760)434-2980
*CITY OF CARLSBAD(SEWER, WATER & RECLA/M(D WATER) 442)339-2722
*SAN DIEGU/TO WATER DISTRICT [760)633-2650
*LEUCADIA WASTEWATER DISTRICT 760)753-0155
*VALLECITOS WATER DISTRICT (760)744-0460
*OLIVENHAIN WATER DISTRICT (760)753-6466
• BUENA SANITATION DISTRICT (760)726-1340 x1JJO
• AS APPROPR/A TE
24. 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 WILL BE DETERMINED AFTER "R" VALUE
TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE
OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF 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 "CUT 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 13,700 PUPIL LUMEN
(100 WA TT) HIGH EFFICIENCY INDUCTION LIGHTS.
SEWER NOTES
1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE "CITY OF CARLSBAD ENGINEERING STANDARDS (LA TEST EDITION), VOLUME 1-
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 CONSTRUCT/ON, 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 OR DESIGNEE.
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. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE
MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT
(760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2: 00 P.M.
ON THE WORK DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE
MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE
AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
4. 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 CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS
TEST REPORT AND DEMONSTRATES THAT PROTE'CTION 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.
9. MINIMUM SPACING BETWEEN POTABLE WATER SERVICES AND SEWER LATERALS
SHALL BE 10 FEET.
10. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH 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 STA TE 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.
13. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT
OF WAY PERMIT SHALL BE REQUIRED.
14. NO CUTTING OR SNAPPING 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-JNCH WIDE PLASTIC ADHESIVE TAPE AT MAXIMUM 10-FOOT INTERVALS. WIRE
TO ENTER VAL VE STANDS BY MEANS OF DRILLED HOLE IN PIPE STAND WALL JUST
BELOW 4 TTBOX. WIRE IS NOT TO INTERFERE WITH VAL VE NUT OPERATION. RUN TRACER
WIRE CONTINUOUSLY ALONG PIPE AND TERM/NA TE IN ADJACENT VAL VE 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 WIRE SHALL BE AWG NO. 8 STRANDED COPPER WIRE WITH HIGH
MOLECULAR WEIGHT POLYETHYLENE (HMW/PE) INSULATION SPECIF/CALLY
DESIGNED FOR DIRECT BURIAL IN CORROSIVE SOIL OR WATER. POLYETHYLENE
INSULATION SHALL CONFORM TO ASTM D 1248, TYPE 1, CLASS C. WIRES WITH CUT
OR DAMAGED INSULATION ARE NOT ACCEPTABLE AND REPLACEMENT OF THE
ENTIRE WIRE 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 SCHEDULED
WATER SHUTDOWN.
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 2003 REVISION 1, AS
AMENDED FOR USE IN CALIFORNIA), CAL TRANS STANDARD SPECIF/CATIONS (JULY 2006
OR LA TEST VERSION THEREOF), THESE PLANS AND THE SPECIAL PROVISIONS.
J. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE TRANSPORTATION
DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION.
4. ANY DEV/A TION 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
TRANSPORTATION 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 LA TEST VERSION OFTHE CAL TRANS METRIC
STENCILS.
10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HA VE 10'
INSIDE DIMENSION UNLESS OTHERWISE 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 2003 REVISION 1, AS AMENDED
FOR USE IN CALIFORNIA) AND SAN DIEGO REGIONAL STANDARD DRAWING M-19.
13. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW.
14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (FHWA 's MUTCD 2003 REVISION1, AS AMENDED FOR USE IN
CALIFORNIA) UNLESS OTHERWISt 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 JS 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 A VENUE.
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 OM/-3 OBJECT MARKER ARE TO BE INSTALLED
IN A 2-FOOT WIDE MEDIAN NOS£.. THE R4-7 SIGN SHALL BE 18"X24" AND THE OM/-3
OBJECT MARKER SHALL BE 12"X12'
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY METROPOLITAN MAPPING
GROUND SURVEY METHODS FROM INFORMATION GATHERED ON AUGUST-OCTOBER,
2023 BY METROPOLITAN MAPPING
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S)
205-020-10-00 =~~~~~----------------,
THE CALIFORNIA COORDINATE INDEX BJ OF THIS PROJECT IS
N 1 999 004 E 6 231 377
PROJECT ADRESS
1328 PINE A VENUE
CARLSBAD, CA 92008
BENCH MARK
DESCRIPTION: CITY OF CARLSBAD CONTROL STATION NO. 121. 2 .5" DISK
LOCATION: IN WEST CURB OPPOSITE JJJ4 EUREKA STREET AT ANGLE
POINT IN CURB AT NORTH END OF PARALLEL PARKING SPACES
RECORDED: ..w.."2--LL.<..LJ.... ______________ _
ELEVATION: 80.JOJ' DA TUM: NGVD 29
"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 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT
THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT ORA WINGS AND SPECIF/CATIONS BY
THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF _4;iijii;iililii1o..
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: CHRISTENSEN ENGINEERING & SURVEYING
ADDRESS: 7888 SIL VER TON A VENUE, STE "J"
CITY, ST.: SAN DIEGO CA
TELEPHONE: 858-271-9901
ANTONY K. CHRISTENSEN
R.C.E. NO.: 54021 --------------
REGISTRATION EXPIRATION OA TE: 12-31-2027
DECEMBER 29, 2025
INDEX OF SHEETS
Tl TLE ............................................................. SHEET 1
IMPROVEMENT PLAN ..................................... SHEET 2
STORM WATER POLLUTION ........................... SHEET J
PREVENTION PLAN (TIER 2)
EROSION CONTROL PLAN ............................... SHEET 4
REFERENCE DRAWINGS
ORA WING 108-7 (SEWER)
DRAWING 159-9 (WATER)
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NORTHERLY
LINE OF PINE AVENUE AS SHOWN ON PARCEL MAP 21580. I.E.
N 55·57'09• E. SAID BASIS OF BEARINGS JS FROM THE CALIFORNIA
SYSTEM CCS BJ, ZONE 6, EPOCH1991.35 AND JS BASED ON CITY
OF CARLSBAD SURVEY CONTROL STATIONS DESIGNATED "CLSB-121"
AND "CLSB-122' PER RECORD OF SURVEY NO. 17271.
DEVELOPER
DOUGLAS E. NOVAK AND DENISE M. NOVAK, TRUSTEES
NOVAK FAMILY TRUST
8030 SIT/0 GAUCHO
CARLSBAD, CA 92009
PHONE: (760) 473-5108
VICINITY
CITY OF OCEANSIDE
HIGHWAY 18
PACIFIC
OCEAN
MAP
CITY OF ENCINITAS
NOT TO SCALE
SAN
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. PLANNING APPROVAL LETTER DA TED APRIL 28 2025
5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
BOOK).
6. SOILS REPORT AND RECOMMENDA T/ONS BY GEOTECHNICAL EXPLORATION, INC.
JOB NO. 21-1466 7 DA TED APRIL 17 2024
7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED
BY THE CITY OF CARLSBAD STANDARDS.
CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS
DATED N/A
8.
9. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY ___ N~/,_A ____ _
DATED N~ WDID NO. 9 J7S _____ _
10. STORM WATER MANAGEMENT PLAN PREPARED BY __ N~/_A ______ _
DA TED Ni!:, ,
CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK
AND CAL TRANS CONSTRUCT/ON SITE BMP MANUAL.
LEGEND
DESCRIPTION DWG. NO. SYMBOL QUANTITY
PROPERTY /RIGHT OF WAY LINE
EXISTING CONTOUR ----iUJ-----
EXISTING SEWER LINE
EXISTING WATER LINE
EXISTING GAS LINE
5 1/2" CONCRETE DRIVEWAY DETAIL ON SHT. 2
EXISTING WALKWAY TO BE REMOVED
PROPOSED 4" SEWER LATERAL WITH C. 0. COG SD S-7•
PROPOSED 1" WATER SERVICE CMWD W-J••
PROPOSED 1" WATER METER
W/1" BACKFLOW
TRENCH RESURFACING
EXISTING SEWER MANHOLE
12" PVC C-900 WATER
J" AC GRIND AND OVERLAY
([)
~
i:5
CMWD W-5'*
CSD GS-26* & 27*
CMWD W-2"
~ ~
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I . I
-------0-@ --®
---c:J--Gll ~~
w
ii OAK AVENUE ~ ~r-----------------+-~ Q 0::
0 I/SITE !
1--------------------10
PINE AVENUE :r:
KEY MAP
461 SF
2 EA
2 EA
2 EA
150 LF
13 LF
1,476 SF
ALL STANDARD DRAWINGS ARE SAN DIEGO REGIONAL STANDARD DRAWINGS (SDRSD) UNLESS NOTED OTHERWISE:
• CITY OF CARLSBAD STANDARD
•• CARLSBAD MUINICIPAL WATER DISTRICT STANDARD DRAWING
OTAL DISTURBED AREA = 1 100 SF "AS BUILT" HIS AREA INCLUDES BUT IS NOT LIMITED TO
FF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS AND
MPORARY DISTURBANCE SUCH AS VEHICLE AND
QUIPMENT STAGING AREAS, CONSTRUCTION WORKER
OOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY TRENCHES,
ACKFILL CUTS, AND SLOPE KEYWA YS) P.E. EXP. DATE
OTAL REPLACED IMPERVIOUS AREA = 0 SF REVIEWED BY:
OTAL PROPOSED IMPERVIOUS AREA = 461 SF
INSPECTOR DATE
I SHfET I CITY OF CARLSBAD I SH~TS I
ENGINEERING DEPARTMENT
IMPROVEMENT PLANS FOR:
NOVAK-1328 PINE AVENUE
IMP 2025-0017 TITLE SHEET
APPROVED: TIMOTHY 0. CARROLL
PRINCIPAL ENGINEER RCE 55381 EXPIRES 12/31 /26 DATE
/1\ OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: 552-9 REVISION DESCRIPTION MS 2024-0007 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY:
JN 2024-24
Docusign Envelope ID: F4E8CDD5-F391-4AE6-9C1D-640E4842DEB4
1/2/2026
NF
NF
SCALE: J" 1 o'
0 10 20 30 40
~ ~ I,\! " w
_J R ~ .5 q A _J
130
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?:; . ~ :;!; ~ ,,~ ~
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<i. -,-...--: ., FL E . • 115.00
-:: £:,·~· --~~·''-'--+---+---+----+---+---+-+------+----+---+-+--------t---+------i------t-----t-i-+------+----+----i-----1
113' -~ "j... 0 ~~~--~-~ 4+00 4+25 4+50 4+75 5+00
PINE STREET PROFILE
3.0'
SCALE: 1'' -10' HORIZONTAL
1" = 4' VERTICAL
FUTURE PARCEL 2
I _J I I
Io...
124.35 FS
16.48'
s
-~ . ., -~
,)'l:1
1.11 %
TRACTS 113
R/W
124.5 FS
PROPOSED 5.5" CONG. DRIVEWAY
TYPE: 560-C-3250 (TYPE V)
6" MINIMUM BASE
SECTION "A-A"
NOT TO SCALE
POR OF LOT 12
& 120 OF CARLSBAD
MAP NO. 1744
FUTURE PARCEL 1
LANDS
(iJ
?tJ i 1">
~ A R/W -"""""---+,...,..~--
14' 8'
C()NC
-
N55'57'09"E 90. 75'c ii <,,_S
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{1-b.· ,1·
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FLOW TO LOW POINT OF NEW
DRIVEWAY
'i:;:.'
r-~ ·~1
I~
Io...
I
t( \/CP Sl'./\.'-1? PER ~-:,._/./(; ·1 (.),'.:-7 F4d>t+-'-'-------... ·-""· ~~--~~~~-~n:l,t-
. PINE A VENUE
R/W
ASIP"--lAH DIRIVUMA\J
15.16'
SECTION "B-B"
NOT TO SCALE
ANTONY K. CHRISTENSEN, RC£ 54021
<..,
DECEMBER 29, 2025
Date
R/W
DATE INITIAL
ENGINEER OF WORK
CONSTRUCTION NOTES
CD STA. 4+39.32
INSTALL /" WATER SERVICE W/1" WATER METER
PER CARLSBAD MUNICIPAL WATER DISTRICT STANDARD ORA WING
(FUTURE PARCEL 1)
WATER METER ADDRESS: 1318 PINE AVE., CARLSBAD, CA 920D8
W-3 & W-5
(I) STA. 4+ 53.32
INSTALL 4• PVC SEWER LATERAL & CLEANOUT PER CITY OF CARLSBAD
STANDARD DRAWING S-7 (FUTURE PARCEL 1)
Q) STA. 4+26.53
INSTALL /" WATER SERVICE W/1" WATER METER
PER CARLSBAD MUNICIPAL WATER DISTRICT STANDARD ORA WING W-3 & W-5
(FUTURE PARCEL 2)
WATER METER ADDRESS: 1328 PINE AVE., CARLSBAD, CA 92008
(j_) STA. 4+ 04.70
INSTALL 4" PVC SEWER LATERAL & CLEANOUT
®
PER CITY OF CARLSBSD STANDARD DRAWING S-7 (FUTURE PARCEL 2)
REMOVE EXISTING SEWER LATERAL PER CITY OF CARLSBAD STANDARD
VOLUME 3 SECTION 15000 3.12
@ REMOVE EXISTING WATER SERVICE & METER PER CITY OF CARLSBAD STANDARD
VOLUME 3 SECTION 15000 3.12
(Z) STA. 4+78.90 CL
PROPOSED 14.0 ' NON-STANDARD CONCRETE DRIVEWAY (FUTURE PARCEL 1)
@ STA. 4+10.99 CL
PROPOSED 16.0 'NON-STANDARD CONCRETE DRIVEWAY (FUTURE PARCEL 2)
@ 3• AC GRIND AND OVERLAY AREA
@ REMOVE CONCRETE WALKWAY
@ TRENCH RESURFACING PER GS-25 & GS-28 (TYPICAL)
@ EXISTING GRAVEL DRIVEWAY TO BE REMOVED
@ EXISTING CONCRETE DRIVEWAY TO BE REMOVED
(r1} FUTURE LOT LINE
@ PROPERTY LINE FUTURE PARCEL 2
@ EDGE OF AC PAVEMENT
(w EDGE OF AC SWALE
@) REPLACE EXIST. 12" ACP WATER MAIN WITH 12" PVC AT WATER SERVICE CONNECTIONS
PER CITY OF CARLSBAD STANDARDS VOLUME 2 CHAPTER 3.3.11
@) PROPOSED 12• X 12" CATCH BASIN. RUNOFF TO FLOW FROM
CATCH BASIN TO STREET BY GRAVITY. SEE GRADING PLAN FOR DETAILS
@ PROPOSED 6" ONSITE CURB PER GRADING PLANS DWG. 552-9A
@ EXIST. AC TO BE REMOVED
@ PORTION OF AC PAVEMENT TO BE REMOVED
R/W R/W
I
I
I
60'
30' 30'
16' 14' 14' 16'
( . ,,. ' (VARIES) (VARIES) \ i)
C/L
VARIES
2% MAX
SWALE~
SLOPE VAR/ES
EX AC
VARIES VARIES SLOPE VARIES
/ LEX ASPHALT PAVING
TYPICAL STREET SECTION: PINE AVENUE
NOT TO SCALE
SEWER LATERAL TABLE
I
I
I
0 ARCEl I.E. AT DROP LENGTH I.E. I.E. RIM DEPTH SURVEY
@ SLOPE OF C.O. BELOW STA LOCATION # MAIN TO IN FEET (%) @ REMARKS
MAIN AFTER P.L. @ T.C. @ # OF
(RISE) BEND P.L. P,L, CLEANOUT
1 116.25 1.2 29.78 117.45 2 118.00 124.5 6.5 4+53,32 LANDSCAPE 4" PVC
2 113.81 1.2 29.78 115, 01 2 115.56 123.6 8.55 4+04.70 DRIVEWAY 4" PVC
"AS BUILT"
P.E. EXP. DATE
REVIEWED BY:
INSPECTOR DATE
I SH~ET I CITY OF CARLSBAD I SH~TS I
ENGINEERING DEPARTMENT
IMPROVEMENT PLANS FOR:
NOVAK-1328 PINE AVENUE
IMP 2025-0017 IMPROVEMENT PLAN
APPROVED: TIMOTHY 0. CARROLL
PRINCIPAL ENGINEER RCE 55381 EXPIRES 12/31 /26 DATE II\ DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: MS 2024-0007 552-9 REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY:
JN 2024-24
Docusign Envelope ID: F4E8CDD5-F391-4AE6-9C1D-640E4842DEB4
1/2/2026
NF
NF
STORM WATER POLLUTION PREVENTION NOTES
GENERAL SITE MANAGEMENT REQUIREMENTS
THE FOLLOWING GENERAL SITE MANAGEMENT REQUIREMENTS SHALL BE ADHERED TO
THROUGHOUT THE DURATION OF THE CONSTRUCTION WORK (YEAR ROUND}.
I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT.· DOUGLAS NOVAK
AT (TEL. NO.} (760) 473-5108
2. DEVICES SHOWN ON CITY APPROVED PLANS SHALL NOT BE MOVED OR MODIFIED
WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR.
J. ALL EROSION CONTROL DEVICES SHALL BE RESTORED TO WORKING ORDER TO THE
SATISFACTION OF THE CITY ENGINEER AFTER EACH RAIN EVENT.
4. ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED DUE TO INCOMPLETE
GRADING OPERATIONS OR UNFORSEEN CIRCUMSTANCES.
5. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS
TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A HAZARDOUS
CONDITION.
6. GRADING AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE
OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
7. ALL BMP PROTECTIVE DEVICES SHALL BE PLACE AT THE END OF EACH WORKING DAY
AND WHEN THREE (3) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%}. SILT
AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAIN EVENT.
8. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE.
9. ALL INACTIVE AREAS MUST BE PROTECTED WITH THE APPRORIA TE EROSION CONTROL
BMPs AS DESCRIBED IN THE STORM WATER POLLUTION PREVENTION PLAN. THIS INCLUDES
ALL BUILDING PADS, UNFINISHED ROADS, AND SLOPES. THE ABILITY TO INSTALL BMPs IN A
PROMP MANNER IS NOT SUFFICIENT,· BMPs MUST BE INSTALLED FOR THESE AREAS.
10. PERIMETER PROTECTION AND SEDIMENT CONTROL BMPs WILL BE UPGRADED, IF NECESSARY,
11. ADEQUATE SEDIMENT CONTROL BMPs MUST BE INSTALLED AND MAINTAINED.
12. ADEQUATE BMPs TO CONTROL OFFS/TE SEDIMENT TRACKING MUST BE INSTALLED AND
MAIN TA/NED.
13. ALL CONSTRUCTION SITES ARE TO MAINTAIN EMERGENCY STOCKPILES OF BMPs ONSITE
THROUGHOUT THE YEAR. BMPs MUST BE STOCKPILED AT VARIOUS LOCATIONS THROUGHOUT
THE SITE FOR THE DURATION OF THE PROJECT. THE FOLLOWING INCLUDES A PARTIAL UST
OF THE QUANTITIES AND TYPES OF BMPs THAT MUST BE STOCKPILED FOR EMERGENCY
DEPLOYMENT. THESE QUANTITIES ARE IN ADDITION TO THE AMOUNT OF MATERIALS THAT
ARE REQUIRED TO BE INSTALLED ACCORDING TO THE SWPP OR EROSION CONTROL PLAN:
SILT FENCE
ROCK BAGS
FIBER ROLLS
TRACKING CONTROL
OTHER BMPs
25%
125%
50%
25%
DETERMINED AS NEEDED
14. THE OWNER/DEVELOPER/CONTRACTOR MUST HA VE AN APPROVED SWPP AND BE ABLE
TO DEPLOY STANBY BMPs TO PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HRS
OF A PREDICTED STORM EVENT (A PREDICTED STORM EVENT IS DEFINED AS A 50% CHANCE
OF RAIN WITHIN A 2-DA Y NATIONAL WEATHER SERVICE FORECAST).
15. DEPLOYMENT OF PHYSICAL OR VEGETATION EROSION CONTROL BMPs MUST COMMENCE
AS SOON AS SLOPES ARE COMPLETED. THE OWNER/DEVELOPER/CONTRACTOR MAY NOT RELY
ON THE ABILITY TO DEPLOY STANDBY BMP MATERIALS TO PREVENT EROSION OF SLOPES THAT
HA VE BEEN COMPLETED.
16. THE AREA THAT CAN BE CLEARED, GRADED, AND LEFT EXPOSED AT ONE TIME IS
LIMITED TO THE AMOUNT OF ACREAGE THAT THE CONTRACTOR CAN ADEQUATELY PROTECT
PRIOR TO A PREDICTED RAIN EVENT. FOR LARGER SITES, GRADING SHOULD BE PHASED.
IT MAY BE NECESSARY TO DEPLOY EROSION AND SEDIMENT CONTROL BMPs IN AREAS THAT
ARE NOT COMPLETED, BUT ARE NOT ACTIVELY BEING WORKED BEFORE ADDITIONAL GRADING
IS COMPLETED.
17. ALL DISTURBED AREAS THAT ARE NOT COMPLETED AND/OR NOT BEING ACTIVELY
GRADED MUST BE FULLY PROTECTED FROM EROSION IF LEFT FOR 14 OR MORE DAYS.
THE ABILITY TO INSTALL BMP MATERIALS IN A PROMPT MANNER IS NOT SUFFICIENT.
BMPs NEED TO BE INSTALLED IN THESE AREAS.
18. .ML TREATMENT CONTROL BMPs MUST BE INSPECTED WEEKLY AND PRIOR TO A
FORECASTED RAIN EVENT OF 50% OR GREATER. IN ADDITION, TREATMENT CONTROL BMPs
MUST BE INSPECTED AND/OR SERVICED PRIOR TO OCTOBER 1 OF EACH YEAR. VER/FICA TION
OF THESE INSPECTIONS WILL BE PROVIDED TO THE CITY UPON REQUEST.
19. IF SELECTED BMP FAILS DURING A RAIN EVENT, IT MUST REPAIRED OR REPLACED
AS SOON AS POSSIBLE.
20. ALL CONSTRUCTION WORKERS, INCLUDING SUB-CONTRACTORS, MUST BE TRAINED ON THE
IMPORTANCE OF STORM WATER POLLUTION PREVENTION AND BMP MAINTENANCE PRIOR TO
COMMENCING CONSTRUCTION BETWEEN AUGUST 1 AND OCTOBER 1 OF EACH YEAR. TRAINING
RECORDS MUST BE RETAINED WITHIN THE SWPP AND AVAILABLE UPON REQUEST.
21. THE CITY RESERVES THE RIGHT TO TEMPORARILY STOP WORK ON ANY CONSTRUCTION SITE
THAT MAY HA VE THE POTENTIAL TO DISCHARGE DURING A RAIN EVENT DUE TO LACK OF BMPs,
PROXIMITY TO AN ENVIRONMENTALLY SENSITIVE AREA, PREVIOUS COMPLIANCE ISSUES, AMOUNT
AND DURATION OF RAIN EXPECTED, AND/OR ANY OTHER STORM WATER COMPLIANCE ISSUE.
EACH SITE WILL BE EVALUATED ON A CASE BY CASE BASIS TO DETERMINE IF A TEMPORARY
STOP WORK IS NECESSARY.
RAIN EVENT PLANNING NOTES
THE DEVELOPER SHALL DEPLOY STANDBY BEST MANAGEMENT PRACTICE MEASURES TO
COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A
PREDICTED STORM EVENT ( A PREDICTED STORM EVENT IS DEFINED AS A FORECASTED, 40%
CHANCE OF RAIN BY THE NATIONAL WEATHER SERVICE), IN ADDITION TO BMPs IMPLEMENTED
YEAR-ROUND INCLUDING PERIMETER CONTROL, WIND EROSION CONTROL, TRACKING,
NON-STORM WATER CONTROL, WASTE MANAGEMENT, AND MATERIALS POLLUTION CONTROL.
THE NATIONAL WEATHER SERVICE FORECAST SHALL BE MONITORED AND USED BY
THE DEVELOPER ON A DAILY BASIS. IF PRECIPITATION IS PREDICTED (40% CHANCE OF
RAIN}, THEN THE NECESSARY WATER POLLUTION CONTROL PRACTICES SHALL BE DEPLOYED
WITHIN 48 HOURS AND PRIOR TO THE ONSET OF THE PRECIPITATION.
THE DEPLOYMENT OF THE BMPS SHALL INCLUDE BUT NOT BE LIMITED TO GRAVEL BAGS AND
SILT FENCES. A MINIMUM OF 125% OF THE MATERIAL NEEDED TO INSTALL STANDBY BEST
MANAGEMENT PRACTICES MEASURES TO PROTECT THE EXPOSED AREAS FORM EROSION AND
PREVENT SEDIMENT DISCHARGES MUST BE STORED ON-SITE. AREAS THAT HAVE ALREADY
BEEN PROTECTED FROM EROSION USING PHYSICAL STAB/LIZA TION OR ESTABLISHED
VEGETATION STAB/LIZA TION BMPS AS DETERMINED BY THE CITY OF CARLSBAD ARE NOT
CONSIDERED TO BE "EXPOSED" FOR THE PURPOSES OF "WEATHER TRIGGERED ACTION PLAN".
AN ADEQUATE SOURCE OF EQUIPMENT AND WORKERS SHALL BE AVAILABLE FOR
DEPLOYMENT OF •~A THER TRIGGERED BMPS~
EROSION CONTROL HYDROSEEDING, PLANTING AND /RR/GA TION
I. ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL
BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARDS AND
LANDSCAPE MANUAL, CASQA AND THE FOLLOWING:
A SLOPES 6: I OR STEEPER REQUIRING EROSION CONTROL MEAURES AS SPECIFIED
HEREIN SHALL BE TREATED WITH ONE OF THE FOLLOWING PLANTING STANDARDS:
B
a. STANDARD 1 -COVER CROP /AND EROSION CON TROLL MA TT/NG
COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK
GERM/NA TING AND FAST COVERING GRASSES, CLOVERS, AND/OR
WILDFLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL
PRIOR TO APPL/CATION. THE COVER CROP SHALL BE APPLIED AT A
RA TE sumCIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (JO)
DAYS. THE TYPE OF EROSION CONTROL MA TT/NG SHALL BE AS
APPROVED BY THE CITY AND AFFIXED TO THE SLOPE AS
RECOMMENDED BY THE MANUFACTURER.
ON SLOPES J FEET OR LESS IN VERTICAL HEIGHT WHERE ADJACENT
TO PUBLIC WALKS OR STREETS:
WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15,
EROSION CONTROL MA TT/NG SHALL BE REQUIRED.
DURING THE REMAINDER OF THE YEAR, THE COVER CROP AND/OR
EROSION CONTROL MA TT/NG MAY BE USED.
ON SLOPES CREA TER THAN J FEET IN HEIGHT, EROSION CONTROL
MA TT/NG SHALL BE REQUIRED AND A COVER CROP SHALL NOT BE
USED, UNLESS OTHERWISE APPROVED BY THE CITY.
b. STANDARD 2 -GROUND COVER
ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED
WITH A GROUND COVER FNOWN TO HA VE EXCELLENT SOIL BINDING
CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED
MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE
YEAR}.
c. STANDARD J -LOW SHRUBS
LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF
1-GALOON CONTAINERS) SHALL COVER A MINIMUM OF SEVENTY
(70%} PERCENT OF THE SLOPE FACE (AT MA TUR£ SIZE).
d. STANDARD 4 -TREES AND/OR LARGE SHRUBS
TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A
MINIMUM OF I-GALLON CONTAINERS} INSTLLED AT A MINIMUM RA TE
OF ONE (I) PLANT PER TWO HUNDRED (200) SQUARE FEET.
SLOPES 6: 1 OR STEEPER AND:
a. J' OR LESS IN VERTICAL HEIGHT AND ADJACENT TO PUBLIC WALKS OR
STREET REQUIRE AT A MINIMUM STANDAED 1 (COVER CROP OR EROSION
CONTROL MA mNG}.
b. J' TO 8' IN VERTICAL REQUIRE STANDARD 1 (EROSION CONTROL
MA mNG SHALL BE INSTALLED IN LIEU OF A COVER CROP, 2 AND J.
c. IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARD I (EROSION CONTROL
MA mNG SHALL BE INSTALLED IN LIEU OF A COVER CROP, 2, J, AND 4.
d. REQUIRING PLANTING SHALL BE IRRA TED WITH A PERMANET, AU TOMA TICALL Y
CONTROLLED, /RR/GA TION SYSTEM COVERING 100% OF THE PLANTED AREA IN
CONFORMANCE WITH THE C!Tr'S SLOPE /RR/GA TION STANDARDS.
C AREAS GRADED FLATTER THA 6: 1 REQUIRE A COVER CROP PER STANDARD 1 WITH
ONE OF MORE OF THE FOLLOWING CONDITIONS:
a. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS
OF COMPLETION OF ROUGH GRADING.
b. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY.
c. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HA VE
SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT.
2. ALL SLOPES SHALL HA VE /RR/GA TION INSTALLED AND BE STABILIZED, PLANTED
AND/OR HYROSEEDED WITHIN TEN (10} DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT
TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS.
J. SHOULD GERM/NATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECIENT
COVERAGE OF GRADING SLOPES (90% COVERAGE) PRIOR TO OCTOBER 1, THE SLOPES SHALL
BE STAL/ZED BY AN APPROPRIATE EROSION CON TROLL MA TT/NG MATERIAL APPROVED BY
THE PUBLIC WORKS INSPECTOR.
4. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY
THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT
OR AS DIRECTED BY THE CITY ENGINEER OR CITY PLANNER.
5. THE OWNER/APPLICANT SHALL ENSURE THAT ALL CONTRACTORS SHALL
COORDINATE THE WORK OF THIS CONSTRUCTION SWWP SHOWN ON ANY GRADING
PLANS, LANSCAPE AND /RR/GA TION PLANS, AND IMPROVEMENT PLANS AS
REQUIRED FOR THIS PROJECT WORK.
BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE
Waste Management and Materials Erosion Control
BMPs Sediment Control BMPs Tracking
Control BMP'
Non-Storm Water
Management BMPs Pollution Control BMPs
Best Management Practicex
(BMP) Description
CASQA Designation ➔
Construction Activity
Gradina/Soil Disturbance
x Trenchina/Excavation
Stockpi/inq
Drillina IBorina
x Concrete/Asphalt Sawcuttina
x Concrete Flotwork
Pavina
X Conduit/Pipe Installation
x Stucco/Mortar Work
Waste Disposal
StaainnlLov Down Area
➔
Eauioment Maintenance and Fuelina
Hazardous Substance Use/Storaqe
Dewaterina
Site Access Across Dirt
Other (/isl):
Instructions:
C "' .2 -0 -::; ,::, "' ~o i:i §~ o~ 0, ., 0, o\j .s C o, =, "'., "' ~~ ::; ~ ~ "" .s ., gi ~ "<n e ~ 0, .\! " ,::, "" ~ cu
~ " .s -::; c:::, 0, c:::,
~-£: "' a, ~ :S .s 0 0 ,::, " "' .; ~ ~ -"" 0 0 ~g g. rt~ :,: :,: al <'N ~ uj
"") "l;t-LO "-CO ---I") "d--LC) c.o
~ ~ ~ ~ ~
I I I I I
~ ~ ~ ~ ~ XX
><
><
1. Check the box to the left of all applicable construction activity (first column) expected to occur during construction.
-"'"") I',.. 00
~ ~ ~ ~
_.,><.._
>< ><
.,x;..
2. Located along the top of the BMP Table is a list of BMP's with it's corresponding California Stormwater Quality Association (CASQA) designation number.
or more BMP-s you intend to use during construction from the list. Check the box where the chosen activity row intersects with the BMP column.
3. Refer to the CASQA construction handbook for information and details of the chosen BMPs and how to apply them to the project.
LEGEND
(SEE EROSION CONTROL PLAN SHEET)
DESCRIPTION
SE-6, GRAVEL BAG
TR-1, STABILIZED CONSTRUCTION ENTRANCE
WM-I, MATERIAL DELIVERY AND STORAGE
WM-5, SOLID WASTE MANAGEMENT
WM-9, SANITARY/SEPTIC WASTE MANAGEMENT
SE-7, STREET SWEEPING AND VACUUMING
NS-3, PAVING AND GRINDING OPERATIONS
WM-2, MA TE.RIAL USE
WM-8, CONCRETE WASTE MANAGEMENT
SYMBOL
=
™™ WM-I
WM-5
WM-9
SE-7
NS-3
WM-2
WM-8
QUANTITY
25 EA
280 SF
1 EA
I EA
1 EA
LS
LS
I EA
1 EA
-,::, C
C " ,::, -0 ~ C: ~ 0 .,
0 0, -" -~ ~ 0 C: "' !!; .2 ~--C "' -.,, ·;; ., 0 --o~ &o
~ ::; C: ., C: "' ~ "'~ c:::, !!; -" ~6 ., ., i ~ "' E "' E ~ :§ 8, ] "" ---0 ., -" % ri. e 0, ~ 0, ~ 0, 0 .,
~ E :SC: ,::, 0 0 0 " 0
:-::: -., ~o 0 :.=:: § "' C: C: C: C: "' o-0 -b}-8 al ::; 0 0 O 0 ~i ::; <n ::; <n :,: ::; <.., ::;
-C"J "'
..,_ "' <O "' 0) I I I I I I I I i i i i i i i i
>< >< ><
>< >< ><
X: >< >< ><
_,x;.. X "'>< ",,<
>< X><
Choose one
~----------------------, I SH3EET I CITY OF CARLSBAD I SHE4ETS I ~ ENGINEERING DEPARTMENT ~=:'....'::::========='....':::::=~ NAME OF PREPARER: ANTONY K. CHRISTENSEN
QUALi FiCA llON OF PREPARER·_R_._C._E.~/~Q_SP ____ _
ADDRESS: 7888 SILVERTON AVENUE, STE "J"
SAN DIEGO, CA 92126
PH04/G:?
SIGNATURE
RCE 5402J
R.C.E./CERT. NO.
J2/3J/2027 12/29/2025
LIC. EXP. DATE DATE
IMPROVEMENT PLANS FOR:
NOVAK-1328 PINE AVENUE
IMP 2025-0017 TIER 2 SWPPP llTLE SHEET
APPROVED: TIMOTHY 0. CARROLL
PRINCIPAL ENGINEER RCE 55381 EXPIRES 12/31 /26
DWN BY:
CHKD BY: __ _
RVWD BY:
PROJECT NO.
MS 2024-0007
DATE
DRAWING NO.
552-9
JN 2024-24
Docusign Envelope ID: F4E8CDD5-F391-4AE6-9C1D-640E4842DEB4
1/2/2026
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UNAUTHORIZED CHANGES & USES
CAUTION: The Engineer preparing these plans will not be responsible fo~
or liable for, unauthorized change to or uses of these plans. All changes
lo the plans must be in writing and must be approved by the preparer of
these plans.
DECEMBER 29, 2025
40 ANTONY K. CHRISTENSEN, RC£ 54021 Date
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1, ~ No. 54021 * ,I < Exp. 12-31-27/
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N 33'59'10" W 223.0' --------
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WM-1
MATERIAL DELIVERY
AND STORAGE
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WM-9
SANITARY WASTE
MANAGEMENT
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CONSTRUCTION ENTRANCE
OR RUMBLE PLATE
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AS NEEDED
-----i------i WM - 1
CONCRETE WASHOUT
3:
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"AS BUILT"
RCE __ _ EXP,----DATE
REVIEWED BY:
INSPECTOR DATE
r--t------t------------t---l---_____j~_____j _ _j I SH!ET I CITY OF CARLSBAD I SHE4ETS I
ENGINEERING DEPARTMENT t-----t--+----------------i------+--_J__ _ _J __ J ~E~RO~S~I:;:;:ON~C:,;:O~N~TR~O~L~P~LA~N~F~O~R:::: ::::::::::::::::::::::=::::::::::::::'_:==~
NOVAK-1328 PINE AVENUE
IMP 2025-0017 TITLE SHEET
APPROVED: TIMOTHY 0. CARROLL
PRINCIPAL ENGINEER RCE 55381 EXPIRES 12 31 26 DA TE
hoiitAi'iiTErl7i1Nsii'1Ti'ii1AuL-t"..._ ______________ 1----,,.D~ATE~_J__
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N-ITI-AL--+-□-A-TE_J_IN-IT-IA_LJ ~D~W~N~B~Y~: := _::::: _=: _:= _=::::_ ~~=~P:::=RO::::J~E:=CT:=N:=0~. =::'.::=;;:;DR;::A~W;;I;:N:;G::::N::::0~.
ENGINEER OF WORK REVISION DESCRIPTION CHKD BY: ---MS 2024-0007 552-9 OTHER APPROVAL CITY APPROVAL RVWD BY:
JN 2024-24
Docusign Envelope ID: F4E8CDD5-F391-4AE6-9C1D-640E4842DEB4
1/2/2026