HomeMy WebLinkAboutDWG 541-1; SDP 2022-0002; 3060 STATE STREET; 01-04D:\DRAWING FILES\TITLE SHEETS\IMPROVEMENT TITLE SHEET.DWG REVISED: 01/05/16
INDEX OF SHEETS
SHEET DESCRIPTION SHEET #
TITLE SHEET................................................................1
IMPROVEMENT PLAN.................................................. 2
TIER 2 SWPPP TITLE SHEET......................................3
TIER 2 SWPPP PLAN...................................................4
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS BETWEEN
FOUND MONUMENTS ALONG THE CENTERLINE OF OAK
AVENUE AS SHOWN ON MAP 16293, RECORDED 09/07/2018
AS FILE NO. 2018-7000337.
N 55°57'33" E
LEGEND
DESCRIPTION DWG. NO.SYMBOL
TYPE DESCRIPTION OWNERSHIP AGREEMENT SHEET NO.FREQUENCY
MAINTENANCE
POST-CONSTRUCTION BMP TABLE
MAINTENANCE
STORMWATER REQUIREMENTS THAT APPLY:
STANDARD STORMWATER REQUIREMENTS
PRIORITY PROJECT REQUIREMENTS
YES
NO
EXEMPT FROM
HYDROMODIFICATION?
YES
NO
EXEMPT FROM
TRASH CAPTURE?
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 IS DISCOVERED.
3. 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 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
$1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST
HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY
"BESTS" KEY RATING 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 DATE 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 DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE
ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY.
10. ACCESS FOR FIRE AND 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, PRINCIPALLY 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 PRECONSTRUCTION MEETING SHALL BE HELD PRIOR TO THE BEGINNING OF WORK AND SHALL BE
ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION,
TESTING AND ALL OTHER ASPECTS OF THE 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 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.
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 SUBMITTING 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 CONSTRUCTION SAFETY ORDERS, TITLE 8
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. 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 ASSOCIATED 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.)
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 CONSTRUCTION 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.
24. UNDERGROUND SERVICE ALERT (800)422-4133
SDGE (800)411-7343
AT&T (800)892-0123
TIME WARNER CABLE (760)438-7741
COX COMMUNICATIONS (619)262-1122
CITY OF CARLSBAD(STREETS AND STORM DRAIN)(760)434-2980
*CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER)(760)438-2722
*SAN DIEGUITO 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 x1330
*AS APPROPRIATE
25. 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, PRINCIPALLY 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 LUMINAIRES SHALL BE "CUT OFF" TYPE.
3. 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 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 1- GENERAL DESIGN STANDARDS,
CHAPTER 6-DESIGN CRITERIA FOR GRAVITY SEWER LINES AND APPURTENANCES, AND VOLUME 3 -
STANDARD DRAWINGS AND NOTES AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION, LATEST 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.
3. 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" (LATEST EDITION) VOLUMES 2 & 3.
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.
3.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
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 VALVE 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 30" 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 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.
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-INCH WIDE
PLASTIC ADHESIVE TAPE AT MAXIMUM 10-FOOT INTERVALS. WIRE TO ENTER VALVE STANDS BY MEANS OF
DRILLED HOLE IN PIPE STAND WALL JUST BELOW 4TTBOX. WIRE IS NOT TO INTERFERE WITH VALVE NUT
OPERATION. RUN TRACER WIRE CONTINUOUSLY ALONG PIPE AND TERMINATE 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 WIRE SHALL BE AWG NO. 8 STRANDED COPPER WIRE WITH HIGH MOLECULAR WEIGHT
POLYETHYLENE (HMW/PE) INSULATION SPECIFICALLY 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&I, 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),
CALTRANS STANDARD SPECIFICATIONS (JULY 2006 OR LATEST VERSION THEREOF), THESE PLANS AND THE
SPECIAL PROVISIONS.
3.ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE TRANSPORTATION 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 CALTRANS SPECIFICATIONS. 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 LATEST VERSION OFTHE CALTRANS METRIC STENCILS.
10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 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
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 SPECIFICALLY SHOWN AS EXISTING TO BE RELOCATED OR TO
REMAIN.
19. (IF NECESSARY) WHERE R4-7 SIGN AND OM1-3 OBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT WIDE
MEDIAN NOSE, THE R4-7 SIGN SHALL BE 18"X24" AND THE OM1-3 OBJECT MARKER SHALL BE 12"X12"
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY
METHODS FROM INFORMATION GATHERED ON JULY 22 , 2020
BY FIELD SURVEY .
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY
STANDARDS.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S)
ROW FRONTING 203-297-05-00,
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS
N 33° 09' 32" W 117° 20' 52".
BENCH MARK
DESCRIPTION: 2.5" BRASS DISK STAMPED "CLSB-130 LS 6215"
LOCATION: SE CORNER OF A DRAINAGE BOX INLET AT THE END OF
NE CURB RETURN, INTERSECTION OF GRAND AVE AND
WASHINGTON STREET.
RECORDED: FEBRUARY 8, 2002 AS FILE NO. 2002-0112862.
ELEVATION: 40.910 DATUM: NGVD29
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE
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 DRAWINGS AND SPECIFICATIONS BY THE
CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: PASCO LARET SUITER & ASSOCIATES
ADDRESS: 1911 SAN DIEGO AVE
CITY, ST.: SAN DIEGO, CA 92110
TELEPHONE: (858) 259-8212
BY: TYLER LAWSON DATE: XX-XX-2022
(NAME OF ENGINEER)
R.C.E. NO.: 80356
REGISTRATION EXPIRATION DATE: 12 / 31 / 2024
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
3. THIS SET OF PLANS
4. PLANNING APPROVAL LETTER DATED OCTOBER 14, 2022.
5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK).
6. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF
CARLSBAD STANDARDS.
7. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND CALTRANS
CONSTRUCTION SITE BMP MANUAL.
ALL STANDARD DRAWINGS ARE SAND 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
DEVELOPER
NAME: JVK FMK VENTURE I, LLC
ADDRESS: 3060 STATE STREET, CARLSBAD, CA 92008
PHONE NO.: KIRK ALLISON @ 760-521-7501
TOTAL DISTURBED AREA = 3700 SF
(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 TRAFFIC, SOIL/GRAVEL PILES, UTILITY TRENCHES, BACKFILL CUTS,
AND SLOPE KEYWAYS)
WORK WITHIN THE RIGHT OF WAY:
TOTAL REPLACED IMPERVIOUS AREA = 700 SF
TOTAL PROPOSED IMPERVIOUS AREA = 700 SF
WORK WITHIN DISTURBED AREA:
TOTAL REPLACED IMPERVIOUS AREA = 1,775 SF
TOTAL NEW IMPERVIOUS AREA = 0 SF
TOTAL PROPOSED IMPERVIOUS AREA = 3,020 SF
REVISION DESCRIPTION CITY APPROVAL
INITIALDATE
ENGINEER OF WORK
INITIALDATE
ENGINEERING DEPARTMENT
DRAWING NO.PROJECT NO.
CHKD BY:
DWN BY:
APPROVED:
SHEETSSHEET
DATE INITIAL
RVWD BY:
"AS BUILT"
DATE
INSPECTOR DATE
REVIEWED BY:
IMPROVEMENT PLANS FOR:
P.E.EXP.
1
ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24
JASON S. GELDERT
DATE
OTHER APPROVAL
4
ROW 2022-0814
SDP2022-0002 541-1
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PINE
A
V
E
PROPERTY LINE
RIGHT OF WAY
CENTERLINE OF ROAD
EXISTING CONTOUR
EXISTING FENCE
EXISTING WATER MAIN
EXISTING SEWER MAIN
EXISTING GAS MAIN
EXISTING PCC CURB
PROPOSED 3" AC GRIND & OVERLAY
PROPOSED 4" PCC SIDEWALK G7***
PROPOSED SIDEWALK UNDERDRAIN D27
PROPOSED STREET TREE
PROPOSED 1" WATER SERVICE W/ W-3, W-6 **
3/4" METER & REDUCED PRESSURE
PRINCIPLE (RP) BACKFLOW
X X
W W
S S
G G
47
REFERENCE DRAWINGS
DWG 291-2D
DWG 408-3
PRIORITY PROJECT REQUIREMENTS
TRASH CAPTURE AS NEEDEDJVK FMK
VENTURE I, LLC
TRITON TDAM
PIPE CONNECTOR
SCREEN
LEGAL DESCRIPTION
OF ASSOCIATED PROPERTY:
LOT 15 OF CARLSBAD LANDS, IN THE CITY OF CARLSBAD,
COUNTY OE SAN DIEGO, STATE OE CALIFORNIA,
ACCORDING TO THE MAP THEREOF NO. 1710, FILED IN
THE OFFICE OF THE COUNTY RECORDER OF SAID
COUNTY, DECEMBER 19, 1919
APN 203-297-05-00
QTY
400 SF
300 SF
2 EA
1 EA
TITLE SHEET
3060 STATE STREET
1
1 EA
EAGREE
2023-0002
SEE CBC-2022-0351
&
SSBMP SITE PLAN
WW
SD
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DI CITY OF CARLSBAD ID
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DocuSign Envelope ID: 8C9C2106-672F-462E-A77A-EE2CCD9A3817
5/23/2023
S S S S S S S S S S S S S S S S S S S S S
W W W W W W W W W W W W W W W W W W W W W
S
S
S
W
X X X X X X X X X
7+00 7+50 8+00 8+50
STATE STREET
ST
A
8
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7
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N 34°01'45" W 40.01'
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9
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REMOVE ENCROACHING FENCE.
COORDINATE WITH ADJACENT
PROPERTY
3060 STATE STREET
CARLSBAD CA 92008
APN: 203-297-05-00
7.0'
ST
A
8
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42.42 FS
(42.43) FS
MATCH EX
EX CURB OUTLET TO REMAIN
EX HANDHOLE TO REMAIN
EX STREETLIGHT TO REMAINEX CURB & GUTTER
TO REMAIN
PROP 7.5-FT PCC WALK
1.
5
%
EX 4" SEWER LATERAL
TO BE REUSED.
IE AT ROW = 33.5
X X X X X X X
APN 203-297-10-00APN 203-297-04-00
SD S
EX FENCE TO BE REPLACED
OUTSIDE OF RIGHT OF WAY
PER LANDSCAPE PLAN.
EX VINE TO REMAIN.
EX FENCE TO BE REPLACED
OUTSIDE OF RIGHT OF WAY
PER LANDSCAPE PLAN.
EX VINE TO REMAIN.
SD
ST
A
8
+
3
4
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8
7
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STA 8+20.30 29.0 LT
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40.01'
1
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'
1
0
'
8+00 8+50 9+00
EXISTING 1" SERVICE & 5/8" WATER
METER BOX TO BE REMOVED
COMPLETELY & CAPPED AT MAIN
PER CITY STANDARD.
PROPOSED 3" GRIND & OVERLAY
PER CITY OF CARLSBAD
STANDARDS. MATCH EX GRADE.
EX TELECOM VAULT TO REMAIN
EX UTIL POLE TO REMAIN
EX WATER METER TO REMAIN
AL
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EXISTING PCC RIBBON GUTTER
TO REMAIN (TYPICAL)ALLEY
EX ELEC VAULT TO REMAIN
EX ELEC VAULT TO REMAIN
E E E E E E E E
EX WATER METER TO REMAIN
TRENCH & AC RESURFACING
PER GS-24
PROPOSED ELEC CONDUIT
PER SEPARATE SDGE WORK ORDER
APN 203-297-10-00APN 203-297-04-00 E
8.0'
OVERLAY
S S S S S S S S S S
W W W W W W W W W W
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9
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(4
2
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4
1
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(4
1
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9
1
)
B
C
ST
A
8
+
1
7
.
0
9
(4
2
.
3
0
)
T
C
(4
1
.
8
0
)
B
C
ST
A
8
+
0
2
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7
0
PR
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P
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D
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D
R
A
I
N
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R
S
D
R
S
D
D
2
7
(4
1
.
7
6
)
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/
F
L
EX. 6" AC WTR (DWG 291-2D)
EX. 8" VC SWR (DWG 408-3)
EX TOP OF CURB
EX FLOWLINE
EX. 6" AC WATER
PER DWG 291-2D-3
TO REMAIN
EX. 8" VC SEWER
PER DWG 408-3-4 TO
REMAIN
EX. 1-1/4" GAS
TO REMAIN
EX. AC PAVEMENT
TO REMAIN
REPLACE 4" PCC SIDEWALK
EX. CURB & GUTTER
TO REMAIN
EX. CURB, GUTTER, AND
SIDEWALK TO REMAIN
EX. 10" AC WATER PER
DWG 269-2-2 TO REMAIN
EX. AC PAVEMENT
TO REMAIN (TYP)
4-FT PCC RIBBON
GUTTER TO REMAIN
PROPOSED 3" AC
GRIND & OVERLAY
GRAPHIC SCALE: 1" = 10'
0 10 20 30
REVISION DESCRIPTION CITY APPROVAL
INITIALDATE
ENGINEER OF WORK
INITIALDATE
ENGINEERING DEPARTMENT
DRAWING NO.PROJECT NO.
CHKD BY:
DWN BY:
APPROVED:
SHEETSSHEET
DATE INITIAL
RVWD BY:
"AS BUILT"
DATE
INSPECTOR DATE
REVIEWED BY:
IMPROVEMENT PLANS FOR:
P.E.EXP.
1
ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24
JASON S. GELDERT
DATE
OTHER APPROVAL
4
ROW 2022-0814
SDP2022-0002 541-1
CJB
TGL
ABBREVIATIONS
BS= BOTTOM OF STAIR
BW= BOTTOM OF WALL
FS = FINISHED SURFACE
FG = FINISHED GRADE
FF = FINISHED FLOOR ELEVATION PER ARCHITECT
GF = FACE OF GARAGE ELEVATION
IE = INVERT ELEVATION
TC = TOP OF CURB
TG = TOP OF GRATE
TW = TOP OF WALL
TS= TOP OF STAIR
SITE NOTES
1. ALL EXISTING UTILITIES SHOWN HEREON PER BEST AVAILABLE RECORD INFORMATION.
EXACT HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES UNKNOWN.
CONTRACTOR TO FIELD VERIFY LOCATION AND NOTIFY ENGINEER OF WORK OF ANY
DISCREPANCIES BETWEEN ACTUAL LOCATION AND PLAN LOCATION OF UTILITIES UPON
DISCOVERY OF DISCREPANCY.
2. ALL STREET SIGNS, LIGHTS, LAMPS, UTILITIES, ETC. LOCATED WITHIN THE PUBLIC
RIGHT-OF-WAY SHALL BE PROTECTED IN-PLACE DURING CONSTRUCTION OR REPLACED TO
THE SATISFACTION OF THE DEVELOPMENT SERVICES DEPARTMENT.
3. PER SURVEY, NO MONUMENTS WERE FOUND WITHIN LIMITS OF WORK. IF ANY MONUMENT
EXISTS WITHIN LIMIT OF WORK, PROTECT IN PLACE.
PROFILE: STATE STREET
SCALE: 1" = 10'
PLAN: STATE STREET IMPROVEMENT
SCALE: 1" = 10'
8+00 8+20 8+40
40
50
30
40
50
30
PLAN SHEET
3060 STATE STREET
2
IRRIGATION SERVICE NOTE
IRRIGATION SERVICE TO BE TAPPED FROM DOMESTIC
WATER SERVICE ON-SITE.
PROJECT TO INSTALL SEPARATE PRIVATE REDUCED
PRESSURE PRINCIPLE (RP) BACKFLOW DEVICE PER
W-6 UPSTREAM OF CONNECTION TO ON-SITE
IRRIGATION SYSTEM
NF
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STATE STREET TYPICAL SECTION
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30' 30'
8' 22' 22' 8'
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San Diego I Encinitas I Orange County
Phone 858.259.8212 I www.plsaengineering.com
DI CITY OF
I
I
PROJECT
SITE
CARLSBAD ID
I I
DocuSign Envelope ID: 8C9C2106-672F-462E-A77A-EE2CCD9A3817
5/23/2023
REVISION DESCRIPTION CITY APPROVAL
INITIALDATE
ENGINEER OF WORK
INITIALDATE
ENGINEERING DEPARTMENT
DRAWING NO.PROJECT NO.
CHKD BY:
DWN BY:
APPROVED:
SHEETSSHEET
DATE INITIAL
RVWD BY:
"AS BUILT"
DATE
INSPECTOR DATE
REVIEWED BY:
IMPROVEMENT PLANS FOR:
P.E.EXP.
1
ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24
JASON S. GELDERT
DATE
OTHER APPROVAL
4
ROW 2022-0814
SDP2022-0002 541-1
CJB
TGL
SHEET 4: EROSION CONTROL PLANS
HIGH MEDIUM
WATER TO CONSTRUCTION RELATED POLLUTANTS; AND (2) ADHERE TO, AND
POLLUTANTS SUCH AS SEDIMENT AND TO AVOID THE EXPOSURE OF STORM
TO THE MAXIMUM EXTENT PRACTICABLE TO AVOID THE MOBILIZATION OF
BEST MANAGEMENT PRACTICES (BMPs) DURING CONSTRUCTION ACTIVITIES
I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT
OWNER(S)/ OWNER'S AGENT NAME (PRINT)DATE
ENGINEER THAT WARRANTS IMMEDIATE TREATMENT.
1 ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A
COMBINATION OF:
a. TRACK WALKING SLOPES STEEPER THAN 6:1.
b. HARROWING AREAS 6:1 OR FLATTER THAT ARE SUFFICIENTLY
FRIABLE.
2 AREAS GRADED FLATTER THAN 6:1 WHEN ANY OF THE FOLLOWING
CONDITIONS EXIST:
a.ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP
BIT NOT SATURATED SEED BED.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING
COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR
GROWTH.
E HYDROSEEDING AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH
UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE
HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS
COMPLETED AND ALL BONDS RELEASED.
2. ALL SLOPES SHALL HAVE IRRIGATION INSTALLED AND BE STABILIZED, PLANTED
AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT
TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS.
3. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFICIENT
COVERAGE OF GRADING SLOPES (90% COVERAGE) PRIOR TO OCTOBER 1, THE SLOPES SHALL
BE STABILIZED BY AN APPROPRIATE EROSION CONTROL MATTING 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 OF PLANNING DIRECTOR.
5. THE OWNER/APPLICANT SHALL ENSURE THAT ALL CONTRACTORS SHALL
COORDINATE THE WORK OF THIS CONSTRUCTION SWPPP SHOWN ON ANY GRADING
PLANS, LANDSCAPE AND IRRIGATION PLANS, AND IMPROVEMENT PLANS AS
REQUIRED FOR THIS PROJECT WORK.
AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER 2 CONSTRUCTION SWPPP
THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE
CONSTRUCTION WORK IS COMPLETE AND SIGNED OFF BY THE CITY OF CARLSBAD.
OWNER(S)/ OWNER'S AGENT NAME (SIGNATURE)DATE
EC
-
7
Grading/Soil Disturbance
EC
-
8
EC
-
9
EC
-
1
1
SE
-
1
SE
-
3
SE
-
4
SE
-
5
SE
-
6
SE
-
7
SE
-
8
SE
-
1
0
TR
-
1
TR
-
2
NS
-
1
NS
-
3
NS
-
7
NS
-
8
WM
-
1
WM
-
2
WM
-
3
WM
-
4
WM
-
5
WM
-
6
WM
-
8
Trenching/Excavation
Stockpiling
Drilling/Boring
Concrete/Asphalt Sawcutting
Concrete Flatwork
Paving
Conduit/Pipe Installation
Stucco/Mortar Work
Waste Disposal
Staging/Lay Down Area
Equipment Maintenance and Fueling
Hazardous Substance Use/Storage
Dewatering
Site Access Across Dirt
Other (list):
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e
s
&
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CASQA Designation
Construction Activity
(BMP) Description
Best Management Practice*
Erosion Control Sediment Control BMPsBMPs
Tracking
Control BMPs
Non-Storm Water
Management BMPs
Waste Management and Materials
Pollution Control BMPs
BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE
Instructions:
1. Check the box to the left of all applicable construction activity (first column) expected to occur during construction.
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. Choose one
or more BMPs 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.
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STORM WATER POLLUTION PREVENTION NOTES
TIER 2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP)
VICINITY MAP
SHEET INDEX:
APN :
SITE ADDRESS:
AREA OF DISTURBANCE
CONSTRUCTION THREAT:
OWNER/APPLICANT:
EMERGENCY CONTACT :
OWNER'S CERTIFICATION:
LEGEND
GENERAL SITE MANAGEMENT REQUIREMENTS
THE FOLLOWING GENERAL SITE MANAGEMENT REQUIREMENTS SHALL BE ADHERED TO
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT: FROM:
AT (TEL.NO.)
.
WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR.
3. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF
PRODUCING RAINFALL.
4. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORSEEN
CIRCUMSTANCES WHICH MAY ARISE.
THROUGHOUT THE DURATION OF THE CONSTRUCTION WORK (YEAR
ROUND).
2. DEVICES SHOWN ON CITY APPROVED PLANS SHALL NOT BE MOVED OR MODIFIED
5. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS
TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE 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 REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING
DAY WHEN FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT
AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
8. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE.
9. ALL EXPOSED DISTURBED AREAS MUST HAVE EROSION PROTECTION BMPs PROPERLY
INSTALLED. THIS INCLUDES ALL BUILDING PADS, UNFINISHED ROADS, AND SLOPES.
10.ADEQUATE PERIMETER PROTECTION BMPs MUST BE INSTALLED AND MAINTAINED AND WILL BE
UPGRADED, IF NECESSARY, TO PROVIDE SUFFICIENT PROTECTION FROM RUNOFF DURING RAIN EVENTS.
11. ADEQUATE SEDIMENT CONTROL BMPs MUST BE INSTALLED AND MAINTAINED.
12. ADEQUATE BMPs TO CONTROL OFFSITE SEDIMENT TRACKING MUST BE INSTALLED
AND MAINTAINED.
13.A MINIMUM OF 125% OF THE MATERIAL NEEDED TOO INSTALL STANDBY BMPs TO PROTECT THE
EXPOSED AREAS FROM EROSION AND PREVENT SEDIMENT DISCHARGES, MUST BE STORED ONSITE.
AREAS ALREADY PROTECTED FROM EROSION USING PHYSICAL STABILIZATION OR ESTABLISHED
VEGETATION STABILIZATION BMPs ARE NOT CONSIDERED TO BE "EXPOSED" FOR PURPOSES OF THIS
REQUIREMENT.
14. THE OWNER/DEVELOPER/CONTRACTOR MUST FOLLOW "WEATHER TRIGGERED" ACTION
PLAN AND BE ABLE TO DEPLOY STANDBY BMPs TO PROTECT THE EXPOSED PORTIONS OF
THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT (A PREDICTED STORM EVENT IS
DEFINED AS A 40% CHANCE OF RAIN WITHIN A 5-DAY NATIONAL WEATHER SERVICE
FORECAST). ON REQUEST, THE OWNER/DEVELOPER/CONTRACTOR MUST PROVIDE PROOF OF
THIS CAPABILITY.
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 HAVE 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 ALLOWED TO PROCEED, AT THE DISCRETION OF THE CITY
INSPECTOR.
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. BMPs MUST BE STOCKPILED AT VARIOUS LOCATION THROUGHOUT THE PROJECT SITE THROUGHOUT
THE YEAR. WHENEVER THERE IS A 40% CHANCE OR GREATER OF A RAIN WITHIN A THREE (3) DAY
FORECAST, THE INSPECTOR WILL VERIFY THAT BMPs ARE ADEQUATELY STOCKPILED. BMPs MUST BE
STOCKPILED AND READY FOR DEPLOYMENT WHEN THERE IS 50% CHANCE OF RAIN WITHIN A 48 HOUR
FORECAST. FAILURE TO COMPLY WITH THIS REQUIREMENT COULD RESULT IN THE ISSUANCE OF A STOP
WORK NOTICE OR OTHER ENFORCEMENT ACTION.
19. ALL TREATMENT AND EROSION CONTROL BMPs MUST BE INSPECTED WEEKLY AND PRIOR TO A
FORECASTED RAIN EVENT OF GREATER THAN 50%, AND AFTER A RAIN EVENT. IN ADDITION, TREATMENT
CONTROL BMPs MUST BE SERVICED AS NEEDED THROUGHOUT THE YEAR.
20. IF SELECTED BMP FAILS DURING A RAIN EVENT, IT MUST BE REPAIRED OR IMPROVED OR REPLACED
WITH AN ACCEPTABLE ALTERNATE AS SOON AS IT IS SAFE TO DO SO. THE FAILURE OF A BMP INDICATES IT
WAS NOT ADEQUATE FOR THE CIRCUMSTANCES IN WHICH IT WAS USED. REPAIRS AND REPLACEMENT
MUST THEREFORE PUT A MORE ROBUST BMP MEASURE IN PLACE.
21. ALL CONSTRUCTION EMPLOYEES MUST BE TRAINED ON THE IMPORTANCE OF STORM WATER
POLLUTION PREVENTION AND BMP MAINTENANCE.
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
STABILIZATION OR ESTABLISHED VEGETATION STABILIZATION 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
"WEATHER TRIGGERED BMPS".
WEATHER TRIGGERED ACTION PLAN
EROSION CONTROL HYDROSEEDING, PLANTING AND IRRIGATION
1. ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED
AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING:
AREA OF DISTURBANCE S.F.6,704
(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 TRAFFIC, SOIL/GRAVEL PILES, UTILITY TRENCHES,
BACKFILL CUTS AND SLOPE KEYWAYS)
CONSTRUCTION THREAT TO STORM WATER QUALITY (CHECK BOX):
NAME:
ADDRESS:
TELEPHONE NO.:
NAME: CRAIG GRIFFIN
ADDRESS: 8139 CENTER ST, SUITE 101, LA MESA CA 91942
TELEPHONE NO.:619-917-4106
A HYDROSEEDING SHALL BE APPLIED TO:
1 ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR
STEEPER WHEN THEY ARE:
a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO PUBLIC WALL OR
STREET.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
3
2 AREAS GRADED FLATTER THAN 6:1 WHEN ANY OF THE
FOLLOWING CONDITIONS EXIST:
a.NOT SCHEDULED FOR IMPROVEMENTS (CONSTRUCTION OR
GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS
HIGHLY VISIBLE TO THE PUBLIC.
c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY
B HYDROSEEDING AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE
1 ALL SLOPES THAT ARE GRADED 6:1 OR STEEPER AND THAT ARE:
FOLLOWING CRITERIA:
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A
CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER
HEADS PROVIDING 100% COVERAGE.
b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A
CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS
PROVIDING 100% COVERAGE.
2 AREAS SLOPED LESS THAN 6:1 SHALL BE IRRIGATED AS APPROVED BY THE CITY
ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A
PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE
PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPE, AND COSTS OF
THE ELEMENTS OF THE PROPOSED SYSTEM.
3 IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE
OPTIMUM LEVEL FOR THE GRADING OF THE HYDROSEEDED GROWTH.
C HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
1 SEED MIX SHALL CONSIST OF NO LESS THAN:
a. 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs PER ACRE OF ZORRO FESCUE
c. 3lbs PER ACRE OF E SCHOOL CIA CALIFORNICA
d.4 lbs PER ACRE OF ACHILLEA MILLEFOLIA
e. 3lbs PER ACRE OF ALYSSUM (CARPET OF SNOW)
f. 1/2 lb. PER ACRE IF DIMORPHOLECA
g. ITEMS c, d, e, AND f OF THIS SUBSECTION MAY BE OMITTED ON VISIBLE
FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
h.ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN
FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR
BROADCASING BEFORE HYDROSEEDING.
i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD
AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON
SAID CONTAINERS.
j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED
SLURRY AT THE DISCRETION OF THE CONTRACTOR.
2 TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS HAN 2000 lbs PER ACRE. TYPE 6
MULCH (STRAW) MAY BE SUBSTITUTED, WHEN STRAW IS USED, IT MUST BE
ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% IF THE
STRAW INTO THE SOIL.
3 FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0 WITH 15%
SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE.
D AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING:
DESCRIPTION SYMBOL
3060 STATE STREET
CARLSBAD, CA 92008
203-297-05-00
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JVK FMK VENTURE I, LLC
3060 STATE STREET, CARLSBAD CA 92008
SHEET 3: TITLE SHEET
SE-1, SILT FENCE
SC-5, FIBER ROLLS
SE-6, GRAVEL BAG
TR-1, STABILIZED
CONSTRUCTION ENTRANCE
STREET SWEEPING AND
VACUUMING PER SE-7
SCHEDULING PER EC-1
MATERIAL USE MANAGEMENT
PER WM-2
STOCKPILE MANAGEMENT
PER WM-3
SPILL PREVENTION AND
CONTROL PER WM-4
SOLID WASTE MANAGEMENT
PER WM-5
HAZARDOUS WASTE
MANAGEMENT PER WM-6
SANITARY / SEPTIC WASTE
MANAGEMENT PER WM-9
SSV
STOCKPILE
MANAGEMENT
SCH
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FR
QTY
400 FT
400 FT
100 EA
400 SF
AS NEEDED
AS NEEDED
1 EA
1 EA
1 EA
1 EA
1 EA
1 EA
3060 STATE STREET
TIER 2 SWPPP TITLE SHEET
KIRK ALLISON, CO-MANAGING MEMBER, JVK FMK VENTURE I, LLC 05 / 01 / 2023
05 / 01 / 2023
760-521-7501 AND/OR 619-227-2892
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PREPARED BY:
PASCO LARET SUITER
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San Diego I Encinitas Orange County
Phone 858.259.8212 I www.plsaengineering.com
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NAME OF PREPARER: __________ _ TYLER LAWSON CII CITY OF CARLSBAD II~
QUALIFICATION OF PREPARER· CIVIL ENGINEER
ADDRESS: 1911 SAN DIEGO AVENUE SUITE 100
SAN DIEGO, CA 92110
858-259-8212 PHONE NO.: __ ~-----------
~~£ 80356
R.C.E./CERT. NO.
DocuSign Envelope ID: 8C9C2106-672F-462E-A77A-EE2CCD9A3817
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10' 10'
24'
SILT FENCE (TYP.)
GRAVEL BAG
CHEVRONS (TYP.)
SE-06
SC-01
STABALIZED
CONSTRUCTION
ENTRANCE
TR-01
FIBER ROLLS (TYP.)SE-01
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PROJECT SITE
APN: 203-297-05-00
PLAN VIEW - EROSION CONTROL PLAN
SCALE: 1" = 10' HORIZONTAL
0 10 20 30
SWPPP NOTES
1 INSTALL SILT FENCE PER CA BMP HANDBOOK FACT SHEET
SE-1 AND PER DETAIL THIS SHEET.
2 APPLY HYDROSEED MIX AS NEEDED AS PER CA BMP
HANDBOOK FACT SHEET EC-4.
3 INSTALL TEMPORARY STABILIZED CONSTRUCTION
ENTRANCE PER DETAIL THIS SHEET.
4 INSTALL GRAVEL BAG BERM PER CA BMP HANDBOOK FACT
SHEET SE-6.
5 INSTALL GRAVEL BAG CHEVRONS PER CA BMP HANDBOOK
FACT SHEET SE-4.
SC-07
SC-07
SC-07
SC-07 SSV
SSV
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SECTION C-C
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REVISION DESCRIPTION CITY APPROVAL
INITIALDATE
ENGINEER OF WORK
INITIALDATE
ENGINEERING DEPARTMENT
DRAWING NO.PROJECT NO.
CHKD BY:
DWN BY:
APPROVED:
SHEETSSHEET
DATE INITIAL
RVWD BY:
"AS BUILT"
DATE
INSPECTOR DATE
REVIEWED BY:
IMPROVEMENT PLANS FOR:
P.E.EXP.
1
ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24
JASON S. GELDERT
DATE
OTHER APPROVAL
4
ROW 2022-0814
SDP2022-0002 541-1
CJB
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3060 STATE STREET
TIER 2 SWPPP PLAN
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CONTRACTOR TO MODIFY
CONSTRUCT/ON ENTRANCE IN
THE FIELD AS NECESSARY
CONSTRUCT SEDIMENT BARRIER
AND CHANNELIZE RUNOFF TO
SEDIMENT TRAPPING DEVICE
DETAIL A: CONSTRUCTION ENTRANCE
NOTTO SCALE
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RUNOFF
GAP BETWEEN BAGS
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GRAVEL BAG ROW SPACING TABLE
GRADE INTERVAL
LESS THAN2% 100'
2% TO4% 50'
4% TO8% 40'
8% T08% 25'
AREA DRAIN
TWO LAYERS OF
GRAVEL BAGS WITH
ENDS OVERLAPPED
DETAIL B: GRAVEL BAGS
NOTTO SCALE
1. SETPOSTSANDEXCAVATEA
4BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
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2. STAPLE WIRE FENCING TO
THE POSTS.
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3. ATTACH THE FILTER FABRIC TO
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4. BACKFILL AND COMPACT THE
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NOTTO SCALE
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No. 80356
Exp. 12/31/24
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PREPARED BY:
□
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SPACING MEASURED
ALONG FACE OF THE
SLOPE VAR/ESPER
TABLE BELOW
.,,
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TYPICAL FIBER ROLL INSTALLATION
NOTTO SCALE
ROLL NEAR SLOPE
WHERE IT
TRANSITIONS INTO A
STEEPER SLOPE
FIBER ROLL
8"MIN FIBER ROLL SPACING TABLE
(PLACED ON LEVEL CONTOURS)
314' X 314" WOOD
STAKES MAX 4'
SPACING
SLOPE INCL/NATION
4:1 (H:V) OR FLATTER
BETWEEN 4:1 AND
2:1 (H:V)
2:1 (H:V) OR STEEPER
DETAIL D: FIBER ROLLS
NOTTO SCALE
HORIZONTAL INTERVAL
20 FEET (MAXIMUM)
15 FEET (MAXIMUM)
10 FEET (MAXIMUM)
PASCO LARET SUIT ER
~ l:i~~(Q)(Cjffe: 'liE~
San Diego Encinitas Orange County
Phone 858.259.8212 I www.plsaengineerin g.com
NAME OF PREPARER: ___________ _ TYLER LAWSON DI CITY OF CARLSBAD ID
QUALIFICATION OF PREPARER_· _C_IV_IL_E_N_G_IN_EE_R ___ _
ADDRESS: _19_1_1 _S_AN_D_IE_GO_A_VE_N_U_E_S_U_ITE_1_0_0 ___ _
SAN DIEGO, CA 92110
PHONE NO.: 85::2 8~2-12 ___ _
~SIGNATURE
80356
R.C.E./CERT. NO.
I I
DocuSign Envelope ID: 8C9C2106-672F-462E-A77A-EE2CCD9A3817
5/23/2023