HomeMy WebLinkAboutDWG 542-6; SDP 2022-0015; WILDLAND BAKERY & LILO RESTAURANT; 01-07NF
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11/9/2023
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 ENG/NEER-
OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND
OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL
BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
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 $2,000,000.00 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
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 ORA WINGS 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 TE 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 OA YS 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 AT THE SIT£ PRIOR TO THE
BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES
RESPONSIBLE FOR CONSTRUCT/ON, 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 THF DAY BFFOR£ THF IN5PECTION IS NFFDFD 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 HEAL TH 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 FSTARI ISHW RY THF CONSTRUCTION SAFETY ORDfRS Till F B
CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY A
REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO
EXCAVATION.
16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE
DURING CONSTRUCTION, GPFRA [IONS WI/ I CFASF IMMFDIA TFI Y AND THE
PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART
UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND
6:00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE
OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE
GRADING OPERATION.
19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED
BLASTING PROGRAM AND BLASTING PERMIT.
20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN
ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE
RECORDS. ATTENTION JS CALLED TO THE POSSIBLE EXISTENCE OF OTHER
UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT
FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND
ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN.
21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
( ABOVEGROUND AND UNDERGROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY
AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION
PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH
THE PROPOSED WORK.
22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRucnoN NEAR THEIR
FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT (DIG ALERT) 811
SDG&E (800)411-7343
AT&T (619)237-2787
SPECTRUM CABLE (800)227-2600
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 0/EGU/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 SAN/TA TION DISTRICT (760)726-1340 x1330 • AS APPROPRIATE
23. 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 ·cur 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 Ml 9.
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 3,900 LUMEN 3,000K, LED LIGHTS (24-33 WA TT)
SEWER NOTES
1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE "CITY OF CARLSBAD ENGINEER/NG STANDARDS (LATEST EDITION), VOLUME /-
GENERAL DESIGN STANDARDS, CHAPTER 6-DESIGN CRITERIA FOR GRAVITY SEWER
LINES AND APPURTENANCES, AND VOLUME 3 -STANDARD DRAWINGS AND NOTES
AND THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION, LA TEST
EDITION (GREEN BOOK).
2. BEFORE ANY CONNECTION TO THE CITY'S EXISTING SYSTEM, A PERMIT
SHALL BE OBTAINED FROM THE CITY. IT MUST BE SIGNED AND APPROVED
BY THE CITY ENGINEER AND SUPERINTENDENT.
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" (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. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION
DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE
PROVIDED -TELEPHONE NO. (760)438-3891.
4. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT,
ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO
COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN
PERMISSION FROM THE DISTRICT ENGINEER.
5. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY
MEANS OF CA THOD/C PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS
TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN
ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE
FORM OF PROTECTION.
6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF
THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VAL VE AND BUILDING
SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL.
7. ALL POTABLE WATER SERVICES SHALL BE 1" AND ALL METERS SHALL BE 1 •
(UNLESS OTHERWISE NOTED ON PLANS).
8. ALL WATER METER BOXES SHALL BE 17" X 30" X 12" POLYMER CONCRETE AS
MANUFACTURED BY ARMORCAST OR EQUAL (UNLESS OTHERWISE NOTED ON PLANS).
9. MINIMUM SPACING BETWEEN POTABLE WATER SERVICES AND SEWER LATERALS
SHALL BE 10 FEET.
10. THE TOP OF WATER METER BOXES SHALL BE FLUSH 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 HEAL TH 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 OF ASBESTOS CEMENT PIPE (ACP) JS 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 4 TTBOX. WIRE JS 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 /NSULA TION 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 ANY
SCHEDULED WATER SHUWOWN.
COFFEY ENGINEERING, INC.
9666 BUSINESSPARK AVENUE, SUITE 210, SAN DIEGO, CA 92131 PH (858)831-0111 FAX (858)831-0179
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 LA TEST VERSION THEREOF), THtSE PLANS AND THE SPECIAL PROVISIONS.
3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS
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
PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION.
8. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT
LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR.
9. ALL PAVEMENT LEGENDS SHALL BE THE LA TEST VERSION OFTHE CAL TRANS 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 ORA WING 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 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 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 OM/-3
OBJECT MARKER SHALL BE 12"X12"
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY HAND SHOT
METHODS FROM INFORMATION GATHERED ON 2/26/22, BY COFFEY
ENGINEERING, INC.
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S)
203-101-25 203-101-36
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS
N 2004 E -"'""'-"'--------------
BENCH MARK
DESCRIPTION: CLSB-130 2.5" DISK IN SE CORNER OF DRAINAGE BOX INLET
LOCATION: NORTHEAST CORNER OF GRAND AVE AND WASHINGTON ST
RECORDED: --'llbl'----1..L,:_L_.J'---------------------
ELEVA TION: ~4=0~9=0~7 _______ DA TUM:_~N~G~VD~2=9~---
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I
HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS
DEFINED IN SECTION 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 MY
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: COFFEY FNGINFFRING. INC.
ADDRESS: 9666 BUSINESSPARK AVE STE 210
CITY, ST.: SAN DIEGO, CA 92131
TELEPHONE: (858)831-0111
BY: --~M=f=CH=A=E=L~C=·~K=IN=N=E~A~R _______ DATE: 10/1812,3
R.C.E. N0.:__;~'1.2..._ ________ _
REGISTRATION EXP/RATION DA TE: ~7=2;.-l~J1"'/~2=4 ___ _
STRUCTURAL (POST-CONSTRUCTION) BMP TABLE
STORMWATER REQUIREMENTS THAT APPLY:
~ STANDARD STORMWA TER REQUIREMENTS □ PRIORITY PROJECT REQUIREMENTS
EXEMPT FROM
TRASH CAPTURE? □ YES ~ NO
EXEMPT FROM
HYDROMODIFICA TION? ~ YES □ NO
INDEX OF SHEETS
SHEET 1 TITLESHEET
SHEET 2 INDEX MAP & STREET SECTIONS
SHEET 3 PLAN AND PROFILE-STATE STREET
SHEET 4 PLAN AND PROFILE-ROOSEVELT STREET
SHEET 5 TIER 2 STORM WATER POLLUTION PLAN & NOTES
SHEET 6 STORM WATER POLLUTION PLAN-STATE STREET
SHEET 7 STORM WATER POLLUTION PLAN-ROOSEVELT STREET & DETAILS
LEGAL DESCRIPTION
PARCEL A
THE SOUTHEASTERLY HALF OF LOT 22 OF SEASIDE LANDS,
IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE
OF CALIFORNIA, ACCORDING TO MAP THEREFROM NO. 1722,
FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN
DIEGO COUNTY, JULY 28, 1921.
EXCEPTING THEREFROM THAT PORTION AS GRANTED TO THE
CITY OF CARLSBAD BY GRANT DEED RECORDED JANUARY
16, 1992, AS DOCUMENT NO. 1922-0025602 OF OFFICIAL
RECORDS, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
THAT PORTION OF THE NORTHEASTERLY ONE-HALF OF LOT
22, EXCLUDING THE NORTHWESTERLY ONE-HALF THEREIN,
OF TRACT 1722 (SEASIDE LANDS) IN THE CITY OF
CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA,
FILED IN THE OFFICE OF THE RECORDER OF SAN DIEGO
COUNTY ON JULY 28, 1921, DESCRIBED AS FOLLOWS:
THE EASTERLY PORTION, 8 FEET IN WO/TH, ALONG THE
EASTERLY BOUNDARY OF SAID LOT BEARING N34'33'W AND
62. 165 FEET IN LENGTH.
CONTAINING 19,740 SQUARE FEET OR 0.45 ACRES, MORE
OR LESS.
REFERENCE DRAWINGS
CARLSBAD DWGS 101-1, 118-9, 457-4J,
462-6
BASIS OF BEARINGS
THE CENTERLINE OF STATE STREET PER MAP 16470
1.£ N 34'00'29" W
OWNER
NAME: ENRICO PINAMONTI
ADDRESS: 122 CIVIC CENTER DR SUITE 201
VISTA CA 92084
PHONE NO.: (760) 727-4804
DEVELOPER
NAME: JOHN RESNICK
ADDRESS: 2725 STATE STREET
CARLSBAD, CA, 92008
PHONE NO.: (619) 850-6590
SITE ADDRESS
2598 STATE STREET &
2571 ROOSEVELT STREET
CARLSBAD, CA 92008
VICINITY
CITY OF' OCEANSIDE
HIGHWAY 78
MAP
CITY OF' VISTA
'1.-0~
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. ADMINISTRATION APPROVAL LETTER FOR SOP 2022-0015 DA TED 2/6/2023
5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
BOOK).
6. SOILS REPORT AND RECOMMENDATIONS BY ___ ____,,,µ,. ___ _ _____ DATED________ DATED
7. THE SAN DIEGO AREA REGIONAL STANDARD ORA WINGS 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 SIT $HEFTS 4 & 5
DATED _______ WDID NO. _____ _
10. TRASH CAPTURE STORM WATER QUALITY MANAGEMENT PLAN PREPARED BY
CQEFEY FNGINFFRING INC DA TED 1? /OB /2022
; '
11. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK
AND CAL TRANS CONSTRUCTION SITE BMP MANUAL.
LEGEND
DESCRIPTION DWG. NO. SYMBOL QUANTITY
PROPERTY LINE
(P) SPOT ELEVATION
EXISTING CONTOUR
EXISTING CONCRETE
4" P.C.C. SIDEWALK
6" P.C.C. CURB & GUTTER
CENTERLINE
EXISTING EDGE OF
PAVEMENT
TRENCH RESURFACING
STRUCTURAL SECTION (4''AC/15" AB)
(TO BE VERIFIED BY R-VALUE TEST)
TEST IN FIELD
3• AC GRIND & OVERLAY
SAWCUT
SDRSD G-7•••
SDRSD G-2***
GS-25*
GS-17*
7.5" P.C.C. DRIVEWAY PER SDRSD G-14A***
6 • PVC SEWER LATERAL S-7*
6" DOUBLE DETER CHECKVALVE ASSEMBLY W-9**
2• WATER LATERAL W/ W-4, W-6**
1.5" METER AND BF
ALL STANDARD ORA WINGS ARE SAN DIEGO REGIONAL STANDARD
DRAWINGS (SDRSD) UNLESS NOTED OTHERWISE:
* CITY OF CARLSBAD STANDARD
•• CARLSBAD MUINICIPAL WATER DISTRICT STANDARD DRAWING
••• SDRSD AS MODIFIED BY CITY OF CARLSBAD
TOTAL DIS7URBED AREA -Z 428 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,
BACKRLL CUTS, ANb SLOPE KEYWA YS)
TOTAL REPLACED IMPERVIOUS AREA = 2.428 SF
TOTAL PROPOSED IMPERVIOUS AREA -2,428 SF
---tr.---~ ---90---
938 S.F.
113 L.F. ~ 152 L.F./185 S.F.
&Tb
----0 ~
-c:J-€@)
840 S.F.
475 L.F.
239 S.F.
1 EA.
1 EA.
1 EA.
CITY OF'
~.....-\~SAN MARCOS
PACIFIC
OCEAN
CITY OF' ENCINITAS
"AS BUil T"
P.E. ___ EXP. ___ _ DATE
REVIEWED BY:
INSPECTOR DATE
11---t----+-----------+---+----+---+----I I SHlEET I CITY OF CARLSBAD I SH7EETS I
ENGINEERING DEPARTMENT ~=:'.....:::::=========::...:::::=:::::;
IMPROVEMENT PLANS FOR:
WILDLAND BAKERY & LIL0 RESTAURANT
TYPE DESCRIPTION OWNERSHIP MAINTENANCE
AGREEMENT SHEET NO. MAINTENANCE
FREQUENCY ROW 2023-0185 TITLE SHEET
SEE CBC 2022-0188 & £AGREE 2023-0014 FOR TRASHCAPTURE SWQMP
DATE INITIAL DA TE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
APPROVED: r ,_ e,..,.,.tt 1. ...
ENGINEERING MANAGER
RVWD BY: __ _
CHKD BY:
JASON S. GELDERT
RCE 63912 EXP.9/J0/24 DATE
PROJECT NO.
SDP2022-0D15
DRAWING NO.
542-6
NF
DocuSign Envelope ID: 0B649BCB-09A3-4788-B24D-EAEFCFBD0FDE
11/9/2023
ROW ~ ROW
,__---JO'----~-,-. -----.30' : 1
60.' I I
7.7'±----+~--22.J'±-----.--~--22.2'±--------l---5.5'±---j;> . .31---
6" I
EX G-7
SIDEWALK
EX G-2 CURB
& GUTTER
1--
(P) SIDEWALK
FULL PANELS
(CURB TO fr.)
STA TE STREET -TYPICAL SECTION
NOT TO SCALE
n=7.0
ROW
I :
ROW
58'
25'
,__5_5' 22'
EX G-7
'slDEWALK
' 2% .. -I{ r ,, / ................. . . . . . . . . ..... ............
EX G-2
CURB &
GUTTER
.3.3'
22'±
2% ~ ~-/ .. ........... . ............ ................... .. ................
6" TYP.~
~.3'-\--8' EASEMENT-
1 1 '
·• ....
1--
(P) SIDEWALK
FULL PANELS
(CURB TO fr.)
ROOSEVELT STREET -TYPICAL SECTION
NOT TO SCALE
n=7.0
SEWER LATERAL NOTE:
EXISTING SEWER LATERAL IS NOT SHOWN
CONTRACTOR TO LOCATE EXISTING SEWER
LA T£RAL AND D£MO PER SP£C. 15000-3. 12.
!
I
\
\
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\
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\
\
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SHEET 3
N
.30 0 .30 60 90 -•l•~-~-~-~~~~1---1---•1
SCALE: 1 "=30'
INDEX MAP
\ \
\
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~SHEET 4
\
\
\
\
\
\
\
\
\ \
\ \ \
\
\
"AS BUil T"
P.E. EXP. DATE
REVIEWED BY:
INSPECTOR DATE
I SH2ET I CITY OF CARLSBAD I SH7ETS I
ENGINEERING DEPARTMENT
IMPROVEMENT PLANS FOR:
WILDLAND BAKERY & LILO RESTAURANT
ROW 2023-0185 INDEX MAP & STREET SECTIONS
APPROVED: JASON S. GELDERT
SE COFFEY ENGINEERING, INC.
9666 BUSINESS PARK AVENUE, SUITE 210, SAN DIEGO, CA 92131 PH (858)831-0111 FAX [858)831-0179
r ..... e..,,.,,,tt~,,,
ENGINEERING ANAGER RCE 63912 EXP.9/J0/24 DATE
If\
DATE INITIAL DATE INITIAL DATE INITIAL RVWD BY: PROJECT NO. DRAWING NO.
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY: SDP2022-0015 542-6
NF
DocuSign Envelope ID: 0B649BCB-09A3-4788-B24D-EAEFCFBD0FDE
11/9/2023
01 -
" H -+-++++-t-H-§lt-++-H!il-t-H-+-++++-t-H -+-++++-t-H-+-++++-t-H -+-++++-t-H-+-++++-t-H-+-++++-t-H -+-++++-t i<>~r-H--t---t---t---t-H "
45 -+--+-+-+-+-I-+-+-+--+-' ~+-+-+-ll---'--:!l-+-+--+-+-+-+-1-+-+-+--+-+-+-+-1-+-+-+--+-+-+-+-1-+-+-+--+-+-+-+-1-+-+-+--+-+-+-+-1-+-+-+--+-+-+-+-1-+-+-+--+-+-+-+-1-+-+"l"f---+-+-+-+-1-+-+--+-45
~ ,;,I
u (P) TOP OF CURB t -+-+-+-H-+-+-+-+-+-+-H -+-+-+-+-+-+-H-+-+-+-+-+-+-H-+-+-+-+-+-+-H -+-=--1~-+-+-+-+-H-+----l
40
1-t-+--+--+--+-+-+-1-t-+--+--+--+-+-+1-1-t-+--+--+--+-+-+-/1-+--+0. i9,..,.'--+--+--+-+-t-11-t-+--+--+--+-+-t-1 1-t-+--+--+--+-+-t-11-t-+--+--+--+-+-,O,~!-+-+-t-1 1-t-+--t---t----t-+-t-11-t-+--t----1t----t-+-t-11-t-+---1
I~ r,, j• I/ ,j;'-' ,d-ij , q;iv~ -
,..J,9 I ~~ 'S V ~ _ ~"9 'S~ _ •~ H -+-P-~-~,.,l-~-1-+~ '\'.G,;>'1---H-+-++-+-H -.&,v¾+-+-H-+-++-+-,'?f.¥+-H-+-++-+-H-+-++-+-H -+-++-+.,Mp ~~,,/,-+-H-+l+-1
40
(E) CURB -+-+-t-1 -t+-+--+--+-+-t-11-t-+--+--+--+-+-t-1 1-t-+--+--+--+-+-t-11-t-+--+--+--+-+-t-11-t-+--+--+--+-+-t-11-t-+--+--+--+-+-t-11-t-+--+--+--+-+-t-1 --+ (E) DRIVEWAY--+•--+--•
35 -t--+--+-+-t-11-t-+--+--+--+-+-t-11-t--t--t+--+--+--t-1 --+--+--+-+-t-11-t-+--+--+--+-+-t-11-t-+--+--+--+-+-t-1 1-t-+--+--+--+-+-t-11-t-+--+--+--+-+-t-11-t-+--+--+--+-+-t-11-t-+--+--+--+-+-,--,c-,---;--r--+--+-+-1-35
6" SEWER LATERAL
-t-+--+--+-CONNECTION
1-t-+--+--+--+--+-+-t-t-+--+--+--+--+-<-/ AT 8" SEWER MAIN
-+-+-+-+-+-+-+--+-+-+-+-+-~++-/Z--+-I.E = 28.44' _ __ 30++++-Hf--+-+++++-Hf--+-+-tii, ++,:1=,.,::;:::~,----,,---,-,++++-Hf--+-+++++-Hf--+-++-!'<-sl-i,~''-' -~1H~1~'d/;JJ,:/--4H~~-~++-Hf--+-+++++-Hf--+-+++++-Hf--+-++3o
25 -+--+--+-+-t-11-t-+--+--+--+-+-t-11-t-+--+--+--+-+-t-11-t-+--+--+--+-+-t-11-t-+--+--+--+-+-t-11-t-+-+--+--+-+-t-11-t-+--+--+--+-+-t-11-t-+--+--+--+-+-t-11-t-+--+--+--+-+-t-11-t-+--+--+--+-+-t-11-t-+-f--25
14+80 15+00 15+20 15+40 15+60
PROFILE STATE STREET
HORIZONTAL SCALE: 1 • =5'
VERTICAL SCALE: 1 "=5'
15+.60
~-STREETLIGHT
15+70 ------------------------
STATE STREET
-w-----w-----w-----w-----w B"ACP WATER W-----w-----w-----w-----w-----w-----PER DWG 462-6
::E 3-5" COND. ::E :E E -----E -----E -----E -----EPER DWG 462 _[------E -----E -----E -----E -----E ----+-E -----E ----..-E --+-,---E -----E -----E E
G G
5 0 'w • --
G G G
5 10 15 ,---,--.,
SCALE: 1 "-5'
G G G G G G
::E
Sa COFFEY ENGINEERING, INC.
9666 BUSINESSPARK AVENUE, SUITE 210, SAN DIEGO. CA 92131 PH (858)831-0111 FAX (858)831-0179
E ~ E ~
G G G G
,. .. ,.
If\
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
ROW
45 -+----------B.~O-NE=w-s=1D=Ew,-:4-L_K ___ __,_45
(E) 6" CURB,
NO GUTTER
PER G-07
(E) SIDEWALK
TO BE
REMOVED 1.0' 40 __ ,..,....,...,,
2%
4" --~"'r1··1----l•.,Q---+--'--l-+-40 --6"
(P) 6' CURB,
& GUTTER
t
35 -+-----l·+---_.,,_---'--P""ER"--'G<--_,0"'2~-----\-J 5
SAWCUT
3" AC GRIND
& OVERLAY
*SECTION TO BE
REPLACED WITH
4"AC/15"AB
PER GS-17
30 -+--------------------+-JO
SECT/ONA-A
HORIZONTAL SCALE: 1 "=5'
VERTICAL SCALE: 1 "=5'
*STRUCTURAL SECTION TO
BE VERIFIED IN FIELD
WITH R-VALUE TEST.
----------
-----------
E E E "AS BU'L T"
G G G
P.E. EXP. DATE
.
REVIEWED BY:
INSPECTOR DATE
I SH3ET I CITY OF CARLSBAD I SH7ETS I
ENGINEERING DEPARTMENT
IMPROVEMENT PLANS FOR:
WILDLAND BAKERY & LILO RESTAURANT
ROW 2023-0185 PLAN AND PROFILE-STATE STREET
APPROVED: JASON S. GELDERT
r~IN1;7~{,lt:~AGER RCE 63912 EXP.9/J0/24 DATE
DATE INITIAL DATE INITIAL RVWD BY: PROJECT NO. DRAWING NO.
OTHER APPROVAL CITY APPROVAL CHKD BY: SDP2022-0015 542-6
NF
DocuSign Envelope ID: 0B649BCB-09A3-4788-B24D-EAEFCFBD0FDE
11/9/2023
50
(E) CURB
45
40
A ,
35
13+00
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10.0' NEW SIDEWALK;!
I PER G-07
1.0' (E) SID WALK ~/ 1,'ll· ~"/
..9.-1 \i"I' . ' -WATER SERVICE _._,,
40
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C.11 ·;
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PROFILE ROOSEVELT ST
HORIZONTAL SCAL£· 1 "=5"
VERTICAL SCALE: 1 "=5"
SCORE CONCRETE
AROUND METER BOX
SIGHT VISIBILITY
TRIANGLES
4z.5B L.j....:~~"----f---4
(E) BOLLARD
TO BE
MOVED
1'"1 ,
'
,
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' ' '
{38.12 TP)
I
12+40
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12+20
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(P) 6" CURB,
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4"
35 -+----+ 1-------'>s::--l"'&~-g;,,.. --------1-35
SAWCUT
3" AC GRIND
& OVERLAY
*SECTION TO BE
REPLACED WITH
4''AC/75"AB
PER GS-17 30-'---------------------.J_30
SECTIONB-8
-.--. ---.-... -. , .• -.-.. -.. -. ~-~--.-. IMSTALL PROTECTIVE ENCLOSURES FOR BACKFLOW
\c.-:...,<=::::::::======:!=:=:::::::::=:l:--PREVENT/ON DEVICES FROM CURRENT CITY OF
HORIZONTAL SCAL£· 7 "=5'
VERTICAL SCALE: 1 "=5'
CARLSBAD APPROVED MATERIAL LIST *STRUCTURAL SECTION TO
A : --. . • L'i
•. <1: _., 2..,. : . .-·. :·
. • . • L..
(t.73%)
(E) DRIVEWAY TO
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WITH SIDEWALK PER
DWG NO. 520-9A
~ .
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BE VERIFIED IN FIELD
WITH R-VALUE TEST.
SD SD SD SD SD SD SD SD ~ ~
SD ----1--a~;;l;,li -----SD -----SD --~"' __ c
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~~~ ~ GUTT,ER PER !-iJ !,j l-'r~,--"s (~b---..;s,uR:'fuG=?_.....:,, .• ~~-11!'----G -----G -----G -----G -----G -----G -----G -----G,,..C....----G -----G -----G ----.
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NOT/FICA T/ON
#300000526611
BY SEP. PERMIT
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PER DWG 118-~
(P) 1' TRENCH FOR
DB4" PR/ CONDUIT
ROOSEVELT STREET
B&D = S34" oo· 37.93"E 200.000
1 2 20 11 8
----.::i'W 6" ACP WATER -----W -----w PER DWG 101-i-----w---11---w-----W-----W-----W-----W-----W-----w-----w---
5 0 ~-5
SCALE: 1 "=5'
1.0 ____ 7 5
'
STA:12+46.41
(P) 2" WATER LAT£~R~AL~-=r~h~~~~~~~~~ WITH 1.5" WATER METER, '---S
& BFPD PER W-4 & ""--'
W-6 (FOR RP
BACKFLOW PER ENG.
STD. VOL. 2, CH.
3.3. 10H.)
...
--ROW-- ----
J" AC GRIND
OVERLAY
...
JJ'
,.
--• . . . . :i: .. •
---'---ROW--- -
COFFEY ENGINEERING, INC.
9666 BUSINESSPARK AVENUE, SUITE 210, SAN DIEGO, CA 92131 PH (858)831-0111 FAX {858)831-0179
I ""-'vs ·.:11 . ·. . .. ~ ... • .. ·: .. •· . .. •.
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DATE INITIAL
ENGINEER OF WORK
I .. ·. • ' • .. . .
.. -··· .. . ... .. ··-. , . . . ..
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REVISION DESCRIPTION
"AS BU,L T" . .. .., . . .. ,.,. . .. ·--.· .. .. ·'-•' .-' .. .. ,.·· .. .. .. ' :, . . . .. . ... ·. .. . . .. . .... .. . . .. .. ·: .. ... .. ... . .. ... ,. ..--.. . . ·. ,. -,•. ' ,, . . · . .. . . ·-. .. ' · ...... P.E. EXP . DATE ... .. . : -·, .
REVIEWED BY:
INSPECTOR DATE
I SH4ET I CITY OF CARLSBAD I SH7TS I
ENGINEERING DEPARTMENT
IMPROVEMENT PLANS FOR:
WILDLAND BAKERY & LILO RESTAURANT
ROW 2023-0185 PLAN AND PROFILE-ROOSEVELT STREET
APPROVED: JASON s. GELDERT
r ™ e,.,.,.,. tt P
ENGINEERING MANAGER RCE 63912 EXP.9/J0/24 DATE
DATE INITIAL DATE INITIAL RVWD BY: PROJECT NO. DRAWING NO.
OTHER APPROVAL CITY APPROVAL CHKD BY: SDP2022-0015 542-6
NF
DocuSign Envelope ID: 0B649BCB-09A3-4788-B24D-EAEFCFBD0FDE
11/9/2023
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).
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT: TIM S:WQJ5H FROM: HA WKIN5 CQNSTRIJCTIQN INC
AT (TEL.NO.) (619)572-7822
2. DEVICES SHOWN ON CITY APPROVED PLANS SHALL NOT BE MOVED OR MODIFIED
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.
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 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 HA VE 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 OFFS/TE SEDIMENT TRACKING MUST BE INSTALLED AND
MAIN TA/NED.
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 "KEA 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 KEA 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 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 ALLOKED 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 DA Y.5. THE ABILITY
TO INSTALL BMP MATERIALS IN A PROMPT MANNER IS 1Jill 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 NOT/CF OR OTHER
ENFORCEMENT ACTION.
19. ALL TREATMENT AND EROSION CONTROL BMPs MUST BE INSPECTED KEEKL Y 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 DR 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 SHALL DEPLOY STANDBY BEST MANAGEMENT PRACTICE MEASURES TO
COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE 'NITHIN 48 HOURS OF A
PREDICTED STORM EVENT ( A PREDICTED STORM EVENT IS DEFINED AS A FORECASTED, 40%
CHANCE OF RAIN BY THE NATIONAL KEA THER SERVICE), IN ADDITION TO BMPs IMPLEMENTED
YEAR-ROUND INCLUDING PERIMETER CONTROL, 'NINO EROSION CONTROL, TRACKING,
NON-STORM WATER CONTROL, WASTE MANAGEMENT, AND MATERIALS POLLUTION CONTROL.
THE NATIONAL KEA THER SERVICE FORECAST SHALL BE MONITORED AND USED BY
THE DEVELOPER ON A DAILY BASIS. IF PRECIP/TA TION IS PREDICTED (40% CHANCE OF
RAIN), THEN THE NECESSARY WATER POLLUTION CONTROL PRACTICES SHALL BE DEPLOYED
'NITHIN 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 "KEA THER TRIGGERED ACTION PLAN~
AN ADEQUATE SOURCE OF EQUIPMENT AND WORKERS SHALL BE AVAILABLE FOR
DEPLOYMENT OF "KEA THER TRIGGERED BMPS''.
TIER 2 STORM WATER POLLUTION PREVENTION PLAN (SWPPP)
EROSION CONTROL HYDROSEEDING, PLANTING AND /RR/GA TION
1. ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL
BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPECIF/CATIONS AND THE FOLLOWING:
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.
2 AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE
FOLLO'NING CONDITIONS EXIST.·
a. NOT SCHEDULED FOR IMPROVEMENTS {CONSTRUCTION OR
GENERAL LANDSCAPING} 'NITHIN 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS
HIGHL Y VISIBLE TO THE PUBLIC.
c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY
ENGINEER THAT WARRANTS IMMEDIATE TREATMENT.
B HYDROSEEDING AREAS SHALL BE /RR/GA TED IN ACCORDANCE 'NITH THE
FOLLO'NING CRITERIA:
1 ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT 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 SHALL BE WATERED BY A
CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS
PROVIDING 100% COVERAGE.
2 AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED 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 SHALL BE SPECIFIC REGARDING THE
NUMBERS, TYPE, AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM.
3 /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 ALL OF THE FOLLO'NING:
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. Jibs PER ACRE OF £ SCHOOL CIA CALIFORNICA
d. 4 lbs PER ACRE OF ACHILLEA MILLEFOLIA
e. Jibs PER ACRE OF AL YSSUM (CARPET OF SNOW)
f. 1 /2 lb. PER A CR£ IF 0/MORPHOLECA
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 'NITH 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 'NITH THE CALIFORNIA DEPARTMENT
OF FOOD ANO AGR/CUL TUR£ CERT/FICA TION TAG ATTACHED TO,
OR PRINTED ON SAID CONTAINERS.
j NON-PHYTO-TOXIC KEmNG 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.
3 FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0
WITH 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE.
D AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING:
1 ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A
COMB/NATION OF:
a. TRACK WALKING SLOPES STEEPER THAN 6: 1.
b. HARRO'NING 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 SA TUR A TED 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 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 GERM/NA TIDN 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 MAmNG 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 /RR/GA TION PLANS. AND IMPROVEMENT PLANS AS
REQUIRED FOR THIS PROJECT WORK.
BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE APN: 203-101-2s. 203-101-36
Best Management Practice•
(BMP) Description ➔
CASQA Designation ➔
Construction Activity
Gradinq/Soil Disturbance
X Trenchinn/Excavation
Stockoilina
Drillinn IBorina
'x Concrete/Asphalt Sawcutting
)< Concrete Flatwork
X Pavinq
)< Canduit/Pioe Installation
Stucco/Mortar Wark
x Waste Disoosal
Staqina/Lay Down Area
Eauioment Maintenance and Fue/ina
Hazardous Substance Use/Storaae
Dewaterina
Site Access Across Dirt
Other (list):
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LEGEND
DESCRIPTION
SE-6, GRAVEL BAG
5£-7, STREET SWEEPING AND VACUUMING
WM-1, MATERIAL DELIVERY AND STORAGE
WM-2, MATERIAL USE
WM-5, SOLID WASTE MANAGEMENT
WM-9, SANITARY/SEPTIC WASTE MANAGEMENT
DISTURBANCE AREA
Erosion Control
BMPs
"' ~ 0
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SYMBOL
cx:x::o
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WM-1
WM-2
WM-5
WM-9
-·-·-·-
Sediment Control BMPs
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X
xx
X
X
X
91 EA.
AS NEEDED
2 EA.
2 EA.
2 EA.
2 EA.
2,428 S.F
Sa COFFEY ENGINEERING, INC.
9666 BUSINESSPARK AVENUE, SUITE 210, SAN DIEGO, CA 92131 PH {858)831-0111 FAX (858)831-0179
Tracking Non-Stotm Water Waste Management and Materials
Control BMPs Management BMPs Pollution Control BMPs
" ~ " " -2 ~ -2 ,2 ~ !,i 'O !,i ~ ~ O> 0 'O L> L> " ~ ·E E " ~ " 2 2 .2 -9-0 0 "' ~ ~ ~ .!; ~ ::, c O> ~
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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 A VOID THE EXPOSURE OF STORM
WATER TO CONSTRUCTION RELATED POLLUTANTS; AND (2) ADHERE TO, AND
"' ~ "' o~
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AT ALL TIMES. CDMPL Y 'NITH 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. ~ 10/18/23
JOHN RESM '/(~RE) DA TE
SITE ADDRESS:
2598 STATE STREET &
2571 ROOSEVELT STREET
CARLSBAD, CA 92008
AREA OF DISTURBANCE
AREA OF DISTURBANCE _,c2.c.., 4.cc2.c..8 _ __,S. F.
(THIS AREA INCLUDES BUT IS NOT LIMITED TO
OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS
AND TEMPORARY DISTURBANCE SUCH AS VEHICLE
AND EQUIPMENT STAGING AREAS. CONSTRUCTION
WORKER FOOT TRAmc, SOIL/GRAVEL PILES. UTILITY
TRENCHES. BACKFILL CUTS AND SLOPE KEYWA YS)
CONSTRUCTION THREAT:
CONSTRUCTION THREAT TO STORM WATER QUALITY {CHECK BOX}:
181 HIGH □ MEDIUM
OWNER/APPLICANT:
NAME.· JOHN RESNICK {APPLICANT)
ADDRESS: 2725 STATE STREET
CARLSBAD, CA, 92008
TELEPHONE NO.: (619) 850-6590
EMERGENCY CONTACT:
NAME: TIM SWO/SH
ADDRESS: 4177 YALE A VENUE
LA MESA, CA 91941
TELEPHONE NO.: (619)572-7822
~---------------------ll SH5EET I CITY OF CARLSBAD I SH7EETS I ENGINEERING DEPARTMENT ~=:'....'::::========='...':::::=~ NAME OF PREPARER: MICHAEi C KINNEAR
QUALIFICATION OF PREPARER: CIYII ENGINEER/OSD
ADDRESS: 9666 RIISINESSPARK AVENI IE SIHJE 21 Q
SAN DIEGO CA 92131
PHONE NO.: (858)831-Dl l 1
76785
SIGNATURE R.C.E. NO.
12/31/24 B/18/23
UC. EXP. DATE DAT£
IMPROVEMENT PLANS FOR:
WILDLAND BAKERY & LILO RESTAURANT
TIER 2 STORM WATER POLLUTION PLAN
ROW 2023-0185 & NOTES
APPROVED: JASON S. GELDERT
r.,.. (}.......,tt fn,
ENGINEERING MANAGER RCE 63912 EXP.9/J0/24 DATE
I I PROJECT NO. DRAWING NO.
RVWD BY: -542-6 ~HKD BY: . ~--S_D_P_20_2_2_-_0_0_1_s_~~----~
NF
DocuSign Envelope ID: 0B649BCB-09A3-4788-B24D-EAEFCFBD0FDE
11/9/2023
TIER 2 STORM WATER POLLUTION PREVENTION PLAN (SWPPP)
.. • 4-i]t I"' •I -,,u--J---1-'g~-T 1Qf~
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DISTURBANCE
AREA
smEET SWEEPING ---------& VACUUMING
PER SE-7
STATE STREET
<1
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SCALE: 1 "=5'
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G G G G G G
GRAVEL BAGS
OVERLAP ONTO
CURB OR SIDE
BERM
----------------
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY
DETAIL '.A'
-------=-------;;CURB OR SIDE
OF TRAVELWAY
5 FT MIN.
THREE LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
DETAIL 'B'
PRE-MANUFACTURED
BIFFY PROTECTIVE BASIN
IS AN ACCEPTABLE
SUBSTITUTE
BIFFY
VISQUEEN
SKIRT
TWO LEVELS OF SAND OR GRAVEL
BAGS -ONE BELOW VISQUEEN, ONE
ABOVE TO CONTAIN SPILLAGE, OR
USE PRE-FAB PLASTIC BIFFY SKIRT.
GRAVEL BAGS ON TRAVEL WAYS SANITARY TOILET (BIFFY) PROTECTION
NO SCALE NO SCALE:
COFFEY ENGINEERING, INC.
9666 BUSINESSPARK AVENUE, SUITE 210, SAN DIEGO, CA 92131 PH {858]831-0111 FAX (858)831-0179
~ CITY OF CARLSBAD I SH7EETS I lJLj ENGINEERING DEPARTMENT
IMPROVEMENT PLANS FOR:
WILDLAND BAKERY & LILO RESTAURANT
ROW 2023-0185 SWPPP PLAN & DETAILS-STATE ST
APPROVED: JASON S. GELDERT
ENGINEERINGA RCE 63912 EXP.9/J0/24 DATE
I
~VWD BY:___ PROJECT NO. DRAWING NO.
~HKD BY: ~-S_DP_2_0_22_-_0_01_5_~~-5_4_2_-_6~
NF
DocuSign Envelope ID: 0B649BCB-09A3-4788-B24D-EAEFCFBD0FDE
11/9/2023
TIER 2 STORM WATER POLLUTION PREVENTION PLAN (SWPPP)
• 11 '
Lr)
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GRAVEL BAGS PER
SE-6
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PER SE-7
I
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I ROOSEVELT STREET
1 2 80
I
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, · ·.~ • • "= • • · . "= . '-i: .J1 ~ i1 ~· ·_• _ _,_,--"-,-~·
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I
COFFEY ENGINEERING, INC.
9666 BUSINESSPARK AVENUE, SUITE 210, SAN DIEGO, CA 92131 PH (858)831-0111 FAX (858]831-0179
5 0
' -• --5 10 15 1----1 ___ ~'
SCALE: 1 "-5'
CITY OF CARLSBAD
ENGINEERING DEPARTMENT
IMPROVEMENT PLANS FOR:
WILDLAND BAKERY & LILO RESTAURANT
ROW 2023-0185 SWPPP PLAN & DETAILS-ROOSEVELT ST
APPROVED: JASON S. GELDERT
RCE 63912 EXP.9/J0/24 DATE
I
~VWD BY:___ PROJECT NO. DRAWING NO.
~HKD BY: ~-S_DP_2_0_22_-_0_01_s_~~-5_4_2_-_6~