HomeMy WebLinkAboutDWG 543-7; PUD 2021-0008; 2343 & 2345 LEVANTE STREET; 01-049-12-24
06
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 YU 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 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 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 STA TIE 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
(76Q) 438 3891 INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2· QQ 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 SHOW1NG
THE DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE
OF WORKER PROTECTION FROM THE HAZARD OF CA YING 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 ESTABI !SHED BY THE CQNSJRIICDQN SAEEIY ORDERS Ilil E 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 W1TH
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 619 262-1122
CITY OF CARLSBAD/STREETS AND STORM DRAIN) 760 434-2980
*CITY OF CARLSBAD(SEWIER,WATER &: RECLAIMED WATER) (76 )438-2722
•SAN DIEGUITO WATER DISTRICT !760l633-265D
*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
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, 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 W1TH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LA TEST
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 W1LL BE
MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT
(76Q) 438-3891 INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2· QO P M
ON THE WORK DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS W1LL 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 OTHERW1SE 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. W1RE 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 W1RE AT ACCESS POINTS FOR ATTACHMENTS OF PIPE LOCATING
EQUIPMENT. EACH INSTALJLED RUN OF PIPE SHALL BE CAPABLE OF BEING LOCATED
USING THE TRACER WIRE. PROTECT WIRE INSULATION FROM DAMAGE DURING
INSTALLATION AND BACKFIWNG. 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. 'MRES 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 TRAmc CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION 1, AS
AMENDED FOR USE IN CALIFORNIA), CALTRANS STANDARD SPECIFICATIONS (JULY 2006
OR LA TEST VERSION THEREOF), THESE PLANS AND THE SPECIAL PROVISIONS.
CITY OF OCEANSIDE
HIGHWAY 713 -
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 CAL TRANS 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 OTHERW1SE 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 REVISION!, AS AMENDED FOR USE IN
CALIFORNIA) UNLESS OTHERW1SE SPECIFIED.
15. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER
SAN DIEGO REGIONAL STANDARD DRA'MNG 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) WI-IERE 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
FIELD SURVEY ON 12/21/2021 AND 03/15/2022 BY SAN
DEGUITO ENGINEERING, INC.
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL
MAP ACCURACY STANDARDS.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S)
216-190-74 ,
THE CALJFORNIA COORDINATE INDEX OF THIS PROJECT IS
N 1,976,000± (CCS 83-Z6) E 6,253,000± (CCS 83-Z6)
BENCH MARK
DESCRIPTION: WELL MONUMENT MARKED RCE 21245
LOCATION: CENTER OF BULB CUL-DE-SAC AT NORTHEAST
END OF VISTA LA NISA
RECORDED: FEBRUARY 8, 2002, AS FILE NO. 2002-0112862
ELEVATION: 218.787' DATUM: NGVD 29
"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
RESPONS/BILJTIES FOR PROJECT DESIGN.
BY: JOSHUA{fE
SAN DIEGUITO ENGINEERING, INC
1911 PALOMAR OAKS WAY, Ste. 200
CARLSBAD. CA 92008-6511
PHONE: (858) 345-1149
www.sdeinc.com
CIVIL ENGINEERING • PLANNING
LAND SURVEYING
STRUCTURAL (POST-CONSTRUCTION) BMP TABLE
NOT TO
SCALE
CITY OF VISTA
VICINITY MAP
INDEX OF SHEETS
1. TITLE SHEET
2. DRIVEWAY PLAN
J. TIER 2 SWPPP COVER SHEET
4. TIER 2 SWPPP ECP PLAN
REFERENCE DRAWINGS
DWG 168-10
DWG 169-2
MAP 6117
ROS 17271
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY
IS THE GRID BEARING BETWEEN CITY OF
CARLSBAD CONTROL POINTS "CLSB-015" AND
"CLSB-016", AS SHOWN ON RECORD OF
SURVEY NO. 17271.
I.E NORTH 72"42'52" WEST
DEVELOPER
HARRY HEYUGERS AND ANNE M. HEYL/GERS,
CO-TRUSTEES OF THE HEYL/GERS FAMILY
TRUST, DA TED JUNE 29, 2005
2343 LEVANT£ STREET
CARLSBAD CA. 92009-8018
TOTAL DISTURBED AREA -1,134 SF ±
(THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-
S/TE 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)
TOTAL REPLACED IMPERVIOUS AREA -782 SF :I:
TOTAL PROPOSED IMPERVIOUS AREA = 899 SF±
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 MOD/RED BY CITY OF CARLSBAD
OLIVENHAIN MUNICIPAL WATER DISTRICT
APPROVED BY: ----~N_/~A~-----
SIGNATURE NOT REQUIRED
DATE: ______ _
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. RESOLUTION NO. NIA DATED NIA
5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
BOOK).
6. SOILS REPORT AND RECOMMENDATIONS BY NIA NIA DATED NIA ---------
7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED
BY THE CITY OF CARLSBAD STANDARDS.
8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS
DATED NIA
9. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY --~N..,l.~A __ _
DA TED NIA WDID NO. NIA
10. STORM WATER QUALITY MANAGEMENT PLAN PREPARED BY NIA
DATED NIA ----~--
11· CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK
AND CAL TRANS CONSTRUCTION SITE BMP MANUAL.
LEGEND
DESCRIPTION DWG. NO. SYMBOL QUANTITY
PROPERTY LINE
PROPOSED LOT LINE
FOUND MONUMENT AS NOTED
EXISTING BUILDING
EXISTING FENCE
EXISTING RET. WALL
EXISTING CONCRETE
EXISTING TREES
EXISTING DRAINAGE DIRECTION
EXISTING SEWER LATERAL
EXISTING WATER SERVICE
PROPOSED SIDEWALK
PROPOSED DRIVEWAY
G-07, -09, -10, -11•••
PROPOSED CURB &: GUTTER G-02•.,
SAWCUT
AC PAVEMENT&: BASE
(MATCH EX. STRUCTURAL SECTIONS)
LEUCADIA WATER DISTRICT
------
•
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"AS BUILT"
355 SF
2 EA
65 LF
71 LF
195 SF
APPROVED BY: _____ N_/~A _____ _ P.E, __ _ EXP, ___ _ DATE
SIGNATURE NOT REQUIRED REVIEWED BY:
DATE: -------
INSPECTOR DATE
STORMWA TER REQUIREMENTS THAT APPLY: EXEMPT FROM EXEMPT FROM
TRASH CAPTURE? HYDROMODIFICA TION?
fsHEETl CITY OF CARLSBAD ISHE4EIBI lf---+---+----------------+---+----+----t--------1 L_!__J ENGINEERING DEPARTMENT lf---+---+----------------+---+----+----t--------1
W YES W YES IMPROVEMENT PLANS FOR: W STANDARD STORMWA TER REQUIREMENTS □ PRIORITY PROJECT REQUIREMENTS □ NO □ NO 2343 Ile 2345 LEVANTE STREET
TYPE DESCRIPTION OWNERSHIP
MAINTENANCE MAINTENANCE CARLSBAD CA. 92009-8018
AGREEMENT SHEET NO, FREQUENCY ~~===T=IT=LE=S=H=EE=T====::::::::======:::::::::::::::::::~ ~------+-------1------1--===:..:....-.J-___ -l-_.:.::::::::=:..:....-~t---t-----t----------------,--,-,--I-I APPROVIED: JASON S. GELDERT
/1\
DA TE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
ENGINEERING MANAGER
RVWD BY:~
CHKD BY: _fl.,_
RCE 63912 EXP.9/30/ DATE
PROJECT NO.
PUD2021-0008
DRAWING NO.
543-7
Docusign Envelope ID: DB5EBF04-ED67-4A87-A48F-327B5E4F30F5
12/13/2024
9-12-24
006
I
I 2.8' 1.5' 5.6' 4.5' :
I
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NEW PAVEMENT&/
BASE TO MATCH EX.
LEVANTE STREET
10·
4.5' 5.5'
~
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20·
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H: SCALE 1" = 4'
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PER DWG. 168-10
TYPICAL SECTION OF
LEVANTE STREET
NOT TO SCALE
10' 5' D
'
10·
SCALE: 1" = 10'
20·
U:\ I DATA\_PROJECTS\5936 HEYLIGERS\CAD FILES\5936-IMP PLAN-02-IMPP.DWG
CONSTRUCTION NOTES
0 PROPOSED 6" CURB & GUTTER, TYPE G PER SDRSD G-02
® PROPOSED PCC SIDEWALK PER SDRSD G-07 0 PROPOSED PCC DRIVEWAY PER SDRSD G-14B; COC GS-12
0 REMOVE EXISTING SIDEWALK & INSTALL IRRIGATED TURF LANDSCAPING
@SAWCUT
® AC PAVEMENT & BASE, MATCH EXISTING STREET SECTION
0 REMOVE AND RESET MAILBOXES
® TELECOM RISER TO BE PROTECTED IN PLACE OR REMOVE & RESET PER
FIELD CONDITIONS
® WATER METER TO BE PROTECTED IN PLACE
@ LIMITS OF DEMOLITION
@ REMOVE CURB, GUTTER & SIDEWALK TO NEAREST EXISTING JOINTS
@ EXISTING GATE VALVE PROTECT IN PLACE
n,n "' "' -0 11) q --------"' NN NN q
10 ~ ii 0 ...J f-u.. w w ~ I I
15' I
, .. :.,:
*SEWER NOTE
PRIVATE SEWER AGREEMENT FOR
MULTI-UNIT LATERAL WITH LIEUCADIA
WASTEWATER DISTRICT RECORDED
06/02/2023 AS DOC#2023-0144676
NOTE
0, a
CURB, GUTTER, AND SIDEWALK TO BE
REPLACED FROM NEAREST JOINT TO JOINT.
8" A.C. OMWD
WATER MAIN PER
DWG 168-10
SAN DIEGUITO ENGINEERING, INC
1911 PALOMAR OAKS WAY, Ste. 200
CARLSBAD, CA 92008-6511
PHONE: (858) 345-1149
www.sdeinc.com
CIVIL ENGINEERING • PLANNING
LAND SURVEYING
"AS BUILT"
P.E. __ _ EXP. ___ _ DATE
REVIEWED BY:
INSPECTOR DATE
CITY OF CARLSBAD
ENGINEERING DEPARTMENT
IMPROVEMENT PLANS FOR:
2343 & 2345 LEVANTE STREET
CARLSBAD CA. 92009-8018
IS~EIBI
~====:::!D~R~IV:!::EW!!!A!=Y::::!P::!:LA~N====:::;::;=::::;===:::::::::::::::::::::~
APPROVED: JASON S. GELDERT
ENGINEERING MANAGER RCE 63912 EXP.9/30/ DATE
PROJECT NO.
PUD2021-0008
DRAWING NO.
543-7
Docusign Envelope ID: DB5EBF04-ED67-4A87-A48F-327B5E4F30F5
12/13/2024
9-12-24
9-12-24
9-12-24
MMS2021-0005
26
TIER 2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP)
STORM WATER POLLUTION PREVENTION NOTES
GENERAL SITE MANAGEMENT REOIJIREMENTS
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: HARRY HEYI.JGER
FROM: PROPERTY OWNER AT (TEL.NO.} 760-214-7549.
2. DEVICES SHOWN ON CITY APPROVED PLANS SHAU NOT BE MOVED OR MOD/RED
WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR.
J. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFAU.
4. THE CONTRACTOR SHAU INSTAU ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORSEEN
CIRCUMSTANCES WHICH MAY ARISE.
5. THE CONTRACTOR SHAU BE RESPONSIBLE AND SHAU TAKE NECESSARY PRECAUTIONS
TO PREVENT PUBUC 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.
Z ALL REMOVABLE PROTECTIVE DEVICES SHAU BE IN PLACE AT THE END OF EACH WORKING
DAY WHEN AVE {5} DAY RAIN PROBABIUTY FORECAST EXCEEDS FORTY PERCENT (40%}. SILT
AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFAU.
8. AU GRAVEL BAGS SHAU CONTAIN J/4 INCH MINIMUM AGGREGATE.
9. ALL EXPOSED DISTURBED AREAS MUST HAVE EROSION PROTECTION BMPs PROPERLY
INSTAUED. THIS INCLUDES ALL BUILDING PADS. UNRNISHED ROADS. AND SLOPES.
10. ADEQUATE PERIMETER PROTECTION BMPs MUST BE INSTALLED AND MAINTAINED AND
WILL BE UPGRADED, IF NECESSARY, TO PROVIDE sumCIENT PROTECTION FROM RUNOFF
DURING RAIN EVENTS.
11. ADEQUATE SEDIMENT CONTROL BMPs MUST BE INSTALLED AND MAINTAINED.
12. ADEQUATE BMPs TO CONTROL OFFS/TE 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
STAB/LIZA TION OR ESTABLISHED VEGETATION STAB/LIZA TION BMPs ARE NOT CONSIDERED
TO BE "EXPOSED" FOR PURPOSES OF THIS REQUIREMENT.
14. THE OWNER/DEVELOPER/CONTRACTOR MUST FOLLOW "KE"A THER 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-DA Y NATIONAL KE"A THER 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
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 MA y 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 AUOKE"D TO PROCEED, AT THE DISCRETION OF THE CITY INSPECTOR.
IZ ALL DISTURBED AREAS THAT ARE NOT COMPLETED AND/OR NOT BEING ACTIVELY GRADED
MUST BE FUU Y PROTECTED FROM EROSION IF LEFT FOR 14 OR MORE DA Y.S: THE ABILITY
TO INSTALL BMP MATERIALS IN A PROMPT MANNER IS .NilI sumCIENT. BMPs NEED TO BE
INSTAUED 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 (J) DA y 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 NOUCE 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
WEATHER TRIGGERED ACTION PLAN
THE DEVELOPER SHAU 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 DEANED AS A FORECASTED, 40%
CHANCE OF RAIN BY THE NATIONAL KE"A THER 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 KE"A THER 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 HA VE ALREADY
BEEN PROTECTED FROM EROSION USING PHYSICAL STAB/LIZA TION OR ESTABLISHED
VEGETATION STABILIZATION BMPS AS DETERMINED BY THE CITY OF CARLSBAD ARE NOT
CONSIDERED TO BE "EXPOSED" FOR THE PURPOSES OF "Kf"ATHER TRIGGERED ACTION PLAN~
AN ADEQUATE SOURCE OF EQUIPMENT AND WORKERS SHALL BE AVAILABLE FOR
DEPLOYMENT OF "KE"A THER TRIGGERED BMPS~
EROSION CONTROL HYDROSEEDING, PLANTING AND /RR/GA TION
I. AU PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHAU
BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPEC/RCA TIONS AND THE FOLLOWING:
A HYDROSEEDING SHALL BE APPLIED TO:
I ALL SLOPES THAT ARE GRADED 6: I (HORIZONTAL TO VERTICAL) OR
STEEPER WHEN THEY ARE:
a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO PUBUC
WALL OR STREET.
b. AU SLOPES 4 FEET OR MORE IN HEIGHT.
2 AREAS GRADED FLATTER THAN 6: I WHEN ANY OF THE
FOLLOWING CONDITIONS EXIST:
a. NOT SCHEDULED FOR IMPROVEMENTS (CONSTRUCTION OR
GENERAL LANDSCAPING) WITHIN 60 DA rs OF ROUGH GRADING.
b. /DENT/RED BY THE PARKS AND RECREATION DIRECTOR AS
H/GHL Y VISIBLE TO THE PUBLIC.
c. HA VE ANY SPECIAL CONDITION /DENT/RED BY THE CITY
ENGINEER THAT WARRANTS IMMEDIATE TREATMENT.
B HYDROSEEDING AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE
FOLLOWING CRITERIA:
I ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THA T ARE:
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED 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 SHAU 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 /RR/GA TION TO THE CITY
ENGINEER. THE PROPOSAL SHAU BE SPEC/RC REGARDING THE
NUMBERS. TYPE, AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM.
J /RR/GA TION 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 AU OF THE FOLLOWING:
I SEED MIX SHAU CONSIST OF NO LESS THAN:
a. 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs PER ACRE OF ZORRO FESCUE
c. 3/bs PER A CR£ OF £ SCHOOL CIA CALIFORNICA
d. 4 lbs PER ACRE OF ACHILLEA MIUEFOI.IA
e. 3/bs PER ACRE OF AL YSSUM {CARPET OF SNOW}
f. 1/2 lb. PER ACRE IF DIMORPHOI.ECA
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 JOBS/TE
IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT
OF FOOD AND A GR/CUL TUR£ CERT/RCA TION TAG ATTACHED TO,
OR PRINTED ON SAID CONTAINERS.
j NON-PHYTO-TOXIC KE"mNG AGENTS MAY BE ADDED TO THE
HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR.
2 TYPE 1 MULCH APPLIED AT THE RA TE 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.
J FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 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:
I ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A
COMB/NA TION OF:
a. TRACK WALKING SLOPES STEEPER THAN 6: 1.
b. HARROWING AREAS 6:1 OR FLATTER THAT ARE sumCIENTLY
FRIABLE
2 AREAS GRADED FLA TT£R THAN 6: I 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.
£ 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 HA VE /RR/GA TION INSTAUED AND BE STABILIZED, PLANTED
AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN £dJJ:i SLOPE IS BROUGHT
TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS.
3. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFRCIENT
COVERAGE OF GRADING SLOPES (90% COVERAGE) PRIOR TO OCTOBER I, THE SLOPES SHALL
BE STABILIZED BY AN APPROPRIATE EROSION CONTROL MA mNG MATERIAL APPROVED BY
THE PUBLIC WORKS INSPECTOR.
4. LANDSCAPING SHALL BE ACCOMPLISHED ON AU 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 /RR/GA TION PLANS, AND IMPROVEMENT PLANS AS
REQUIRED FOR THIS PROJECT WORK.
BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE
Erosion Control Sediment Control BMPs Tracking Non-Simm Water Waste Management and Materials
BMPs Control BMPs Management BMPs Pollution Control BMPs
C -C C .2 -.2 .2 C " <D " C
C --"' Q E C " " C "' " " C .s .g, E C
~ -Q " " .2 .e,-Q Q 0 E --"' -"' " k " <D
"" " "' "' k ~ --§ ~ " C' "' ~ Q §: " "' C: <D k .s -~ .s "' "' "' 0-Q C "' -a-Q ti Q <D C: "' C: k C, k c.J -~ C: ~ Q "' Best Management Practice* <D <'el .s a a:, Q <D "'-C a, °' "' " co
"'
k Q <D 0 <D <D D -a-'" D .s Uk u " :C.Cc: 0 <D .s -£0 .s E '" "' "' "" co ~ "' "' ""
cc " cc cc
(BMP) Description ➔ :.,::> "' "' " <D 1/) "' "' co 0 cc °' " C a =:, 9;' -'" "' '" <D
'" 2 '" D " C: ~~ "' 0-., " C: ~~ <D = C, ~ Q:, u -Q 'is k 0 0 "' b D D '" " E '" E §: "' C a a:, V) ·-"' a--(._) <D "' <D <D -"" a "' a C: -~ ~ Q -2 ~ ti = k-0 '" -<D "" ct: D -~~ " tr-,:,::; 2.' ~-S k C, "' " Q "' E ~ :.:::: 3':: ·c Q QO "' " "' '" "' "'·-0 "' "-~
-'< ~ cg I..._:.;::; C Q _Q u cc k 0 -'< -b 15 0 i3 0 "' .c: " '" k " " ~ Cl) ·-" "' 0 "'-'R --·-Q " " k-_Q 0 <D " ·s: ii3 Q ·-0 0, k '" u 2:: C: (Jj .SQ 0 0 k D -'" D " 0 cc 0 0 Q k -Q --£0 <D -o -0 ·-cc N CC cc C:
~ D ~ -"' 0 -"' .2 0 ~ ct OQ 0 Q -D 0}8 -o Q Q Q 0
a:: t.J '" Q k B, "' -£0 k 0 -k ~G -c5l "" :r:: (.') c.J a Vi V) (._) (.") V) OS V) 1/)Q 1/) .s 1/) Q: QG Q "" V) ""
V)
:r:: "" (._) ""
CASQA Designation ➔ "' "' c-.. CD cr, -"" c-.. ""
C)
"' -"' c-.. a:, -"' "' '1-cn '° "" --"' en '° -I I I I I I I I I I I I I I I I I I I I I I I I I I I
(_) (_) (_) l_) (_) (_) bj bj bj bj bj bj bj bj fl= fl= V) V) V) V) i i i i i i i Construction Activity c.J c.J c.J c.J c.J c.J 2 2 2 2
X Grading/Soi/ Disturbance X X X X X X X X X X X X X
X Trench in a /Excavation X
X Stockoilina X
Ori/lino /Barino
X Concrete/Asoholt Sawcuttina X X X X X X
X Concrete Fla/work X X X X
X Pa vino X X X
Conduit/Pioe lnsta//otion
Stucco/Mortar Work
X Waste Disposal X X X X X
X Staainn /Lav Down Area X X X X
Eouioment Maintenance and Fuelino
Hazardous Substance Use/Storaae
Dewaterinq
Site Access Across Dirt
Other (list):
Instructions:
1. Check the box lo the left of off applicable cons/ruction activity (first column) expected to occur during construe/ion.
2. Located along the top of the BMP Table is a list of BMP's with it's corresponding California Storm water Quality Association (CASOA) 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.
J. Refer to the CASOA construction handbook for information and details of the chosen BMPs and how to apply them to the project.
LEGEND
{DELETE ITEMS NOT USED ON THE SITE MAP}
{ADD CASQA DETAILS FOR EROSION ANO SEDIMENT CONTROL UTILIZED ON SITE}
DESCRIPTION
SE-1, SILT FENCE
SE -5, FIBER ROLL
SE-6, GRAVEL BAG
NS-8, VEHICLE ANO EQUIPMENT CLEANING
NS-9, VEHICLE ANO EQUIPMENT FUELING
NS-10, VEHICLE ANO EQUIPMENT MAINTENANCE
IIM-1, MATERIAL DELIVERY ANO STORAGE
IIM-2, MATERIAL USE
IIM-5, SOLID WASTE MANAGEMENT
IIM-9, SANITARY/SEPTIC WASTE MANAGEMENT
EC-2, PRESERVATION OF EXISTING VEGETATION
KM-1, MATERIAL DELIVERY & STORAGE
KM-2, MA TERI AL USA GE
11,M-J, STOCKPILE MANAGEMENT
KM-4, SPILL PREVENTION AND CONTROL
KM-5, SOI.ID WASTE MANAGEMENT
KM-6, HAZARDOUS WASTE MANAGEMENT
KM-8, CONCRETE WASTE MANAGEMENT
SYMBOL
---FR-----
NS-B
NS-9
NS-10
IIM-1
IIM-2
IIM-5
IIM-9
EC-2
KM-I
KM-2
11,M-J
KM-4
KM-5
KM-6
KM-8
SAN DIEGUITO ENGINEERING, INC
1911 PALOMAR OAKS WAY, Ste. 200
CARLSBAD, CA 92008-6511
PHONE: (858) 345-1149
www.sdeinc.com
CIVIL ENGINEERING • PLANNING
LAND SURVEYING
OWNER'S CERTIFICATION:
I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT
BEST MANAGEMENT PRACTICES {BMPs} DURING CONSTRUCTION ACTIVITIES
TO THE MAXIMUM EXTENT PRACTICABLE TO A VOID THE MOB/LIZA TION OF
POLLUTANTS SUCH AS SEDIMENT AND TO AVOID THE EXPOSURE OF STORM
WATER TO CONSTRUCTION RELATED POLLUTANTS; AND (2) ADHERE TO, AND
AT AU TIMES, COMPLY WITH THIS CITY APPROVED TIER 2 CONSTRUCTION SWPPP
THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE
CONSTR CT/ON WORK IS COMPLETE AND SIGNED OFF BY THE CITY OF CARLSBAD.
DATE
PHONE NO.: 858-345-1149
lt,l;E 73368 12/31/2024
R.C.E./CERr. NO. UC. EXP. DATE
CITY OF VISTA
PACIFIC
OCEAN
DATE
CITY OF ENCINITAS
VICINITY MAP
APN: 21s-190-14
SITE ADDRESS:
2343 & 2345 LEVANTE STREET
CARLSBAD CA. 92009-8018
AREA OF DISTURBANCE
AREA OF DISTURBANCE ± 1,134 S.F.
PROJECT
LOCATION
{THIS AREA INCLUDES BUT IS NOT LIMITED TO
OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS
ANO TEMPORARY DISTURBANCE SUCH AS VEHICLE
ANO EQUIPMENT STAGING AREAS, CONSTRUCT/ON
WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY
TRENCHES, BACKFILL CUTS ANO SLOPE KEYWA YS}
CONSTRUCTION THREAT:
CONSTRUCTION THREAT TO STORM WATER QUALITY (CHECK BOX}:
00 HIGH □ MEDIUM
OWNER/APPLICANT:
HARRY HEYL/GERS AND ANNE M. HEYL/GERS,
CO-TRUSTEES OF THE HEYL/GERS FAMILY
TRUST. DA TED JUNE 29, 2005
2343 LEVANTE STREET
CARLSBAD CA. 92009-8018
EMERGENCY CONTACT:
HARRY HEYL/GERS
PHONE: 760-214-7549
APPROVED: JASON S. GELDERT
ENGINEERING MANAGER
RVWD BY: __.;;;f!,e--
CHKD BY: f!,
RCE 63912 EXP.9/30/ DATE
PROJECT NO.
PUD2O21-0O08
DRAWING NO.
543-7
Docusign Envelope ID: DB5EBF04-ED67-4A87-A48F-327B5E4F30F5
12/13/2024
9-12-24
MMS2021-0005
26
5'
U:\ I DATA\_PROJECTS\5936 HEYLIGERS\CAD FILES\5936-IMP PLAN-04-ECP.DWG
FIBER ROLL (CASQA SE-5)
Q sEWER M.H. ;,;ss~-----,s,;,s----+e}-,....a,-RIM=2~ 1.38 ss
LEVANTE STREET
GRAVEL BAGS OVERLAP
ONW CURB
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY
J FT (0.9 M) MIN.
THREE LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
GRAVEL BAGS (CSQA SE-6)
V) V)
V) V)
I SE-7 I V)
(.0
V) V)
w---fw----i-:-w-w w w·---w---
1· ~INSTALL SE-10 AT INLET
I " APPROXIMATELY 290' t : DOWNsmEAM1 ___ 1_5_' ------------1
w w-tw w w w w+-w WI V) 1/)
V) V)
I NS-3 !
.<f
-
<1
<1
,'.] LJ
(J1
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4 ~
<1 • q LJ 4 LJ 4':LJ
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{}
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1 V)
<1
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V) <1 LJ V) y
I /,
<I ! NS-1 I
<1
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<I
WM-1 WM-4 WM-8
WM-2 WM-5 EC-2
WM-3 WM-6 NS-1
V) V)
V)
V).
V) V)
I V) V)
SEDIMENT CONTROL BMPs:
j
<I
LJ
- -
LJ
<7
"'
15'
-a'
,'.] ~
:S
4 LJ
--
<1
<1
"' 0
(J1
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-!'
(J1 .
<1
- -
&I"4VE !7LLCD Sl-t'tDDACS Af?L ilAC/(i._7) T":C:ili_>"·-...,,
)
(,,--C/ TCh 81S!N
/ ,--CURB !,WET iii Cl< DF CU,';'8-\1
STORM DRAIN INLET PROTECTION (CSQA SE-1O)
u
0
w --w---w---w---w--+w---w---w-
---,
-··
LJ.
,'.]/
~J 0
. LJ (J1
-I>-LJ
,'.] <1 {,J
,'.] <1
4 LJ •
SE-5
SE-6
SE-7
SE-10
FIBER ROLLS
GRAVEL BAG BERM
-FR----
2.5' 0 5' 10'
SCALE: 1" = 5'
STREET SWEEPING & VACCUMING
STORM DRAIN INLET PROTECTION
NON-STORM WATER MANAGEMENT BMPs:
I NS-1 I WATER CONSERVATION PRACTICES
I NS-3 I PAVING AND GRINDING OPERATIONS
,:, I ::>
SAN DIEGUITO ENGINEERING, INC
1911 PALOMAR OAKS WAY, Ste. 200
CARLSBAD, CA 92008-6511
PHONE: (858) 345-1149
www.sdeinc.com
CIVIL ENGINEERING • PLANNING
LAND SURVEYING
~ CITY OF CARLSBAD ISHEETSI ~ ENGINEERING DEPARTMENT 4
CITY STORM WATER POLLUTION PREVENTION PLAN (SWPPP)
TIER 2
2343 & 2345 LEVANTE STREET
CARLSBAD CA. 92009-8018
APPROVED: JASON S. GELDERT
ENGINEERING MANAGER
RVWD BY: J2
CHKD BY: -;z--
RCE 63912 EXP.9/30/ DATE
PROJECT NO.
PUD2021-0008
DRAWING NO.
543-7
Docusign Envelope ID: DB5EBF04-ED67-4A87-A48F-327B5E4F30F5
12/13/2024