HomeMy WebLinkAbout2544 CAMPBELL PL; ; PC2019-0070; PermitPERMIT REPORT
Print Date: 07/27/2020
Job Address:
Permit Type:
Parcel#:
Valuation:
Occupancy Group:
#of Dwelling Units:
Bedrooms:
Bathrooms:
Project Title:
2544 CAMPBELL PL,
BLDG-Plan Check
2132611800
$75,000.00
Plan Check Permit
CARLSBAD, CA 92009-1770
Work Class:
Track#:
Lot#:
Project#:
Plan#:
Construction Type:
Orig. Plan Check #:
Plan Check #:
Commercial
{city of
Carlsbad
Permit No: PC2019-0070
Status: Closed -Finaled
Applied: 10/15/2019
Issued: 04/27/2020
Finaled Close Out: 07/27/2020
Inspector:
Final Inspection:
Description: CAMPBELL PLACE: STUCCO WORK TO 2 BLDGS -2544 & 2548 CAMPBELL PL.// 568 SF COMMON AREA METAL TRELLIS // NE'
HARDSCAPE AND STRIPING IN PARKING LOT
FEE
MANUAL BLDG PLAN CHECK FEE
Total Fees: $ 300.00
Building Division
Property Owner:
SIR CAMPBELL PLACE INC
255 WASHINGTON ST, # 300
NEWTON, MA 02458
Total Payments To Date : $ 300.00
Contractor:
PACIFIC BUILDING GROUP
9752 ASPEN CREEK CT, # STE 100
SAN DIEGO, CA 92126-1082
{858) 652-5088
Balance Due:
AMOUNT
$300.00
$0.00
Page 1 of 1
1635 Faraday Avenue, Carlsbad CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov
-...
Ccicyof
Carlsbad
COMMERCIAL
BUILDING PERMIT
APPLICATION
B-2
Plan Check -f2CJ~i9~0
Est. Value ~ liI 0@:
PC Deposit ----------
IQ/ 15 /i ~ Date
Job Address 2544 + 2548 Campbell Place
Tenant Name: Campbell Place -Exterior Repositioning
(2548) 213-261-17-00
Suite: -'--'Nc../A;..._ __ APN: (2544) 213-261-18-00
CT/Project#: Lot #:._1~6'----
Occupancy: B -Office Construction Type: V-B Fire Sprinklers:@' no
BRIEF DESCRIPTION OF WORK: Refacin of exterior finishes; hardsca pg_L V,
Addition/New:_""7::'i"=Ff===~=::::-:---New SF and Use, ___________ New SF and Use,
___ Deck SF\ \Slo CZ Patio Cover s5 (not including flatwork)
D Tenant Improvement: ______ SF, Existing Use _______ Proposed Use ______ _
_____ SF, Existing Use _______ Proposed Use ______ _
□ Pool/Spa: ____ SF Additional Gas or Electrical Features? -------------
D Solar: ___ KW, __ Modules, ___ Mounted, Tilt: Yes/ No, RMA: Yes/ No, Panel Upgrade: Yes/ No
D Plumbing/Mechanical/Electrical Only: _________________________ _
Other
APPLICANT (PRIMARY)
Name: Champion Permits -Tim Seaman
Address: PO Box 5955
City: Chula Vista
Phone: 619-993-8846
State: CA Zip: 91912
Email: tim@championpermits.com
DESIGN PROFESSIONAL
Name: Miller Design -Beth Miller (Designer)
Address: 1927 Adams Avenue, Suite 100
City: San Diego State: CA Zip: 92116
Phone: 619-523-9699 ext. 101
Email: bmiller@mdesign-interiors.com
Architect State License: .:.;N::;/Ac..:.._ _________ _
PROPERTY OWNER
Name: The RMR Group -Bobbie Purcell
Address: 3655 Nobel Drive, Suite 120
City: San Diego
Phone: 858-427-3600
Email: bpurcell@rmrgroup.com
CONTRACTOR BUSINESS
Name: Pacific Building Group
State: CA Zip: -'-92=-1c.c2cc2'----
Address: 9752 Aspen Creek Ct., Suite 150
City: San Diego State: CA Zip: ~9~2~12=-6'------
Phone: 858-552-0600
Email: dan@pacificbuildinggroup com
State License: 502376 Bus. License: BLOS1207435
(Sec. 7031.S Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its
issuance, also requires the applicant for such permit to file a signed statement that he/she is licensed pursuant to the provisions of the Contractor's License Law
{Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code} or that he/she is exempt therefrom, and the basis for the alleged
exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars {$500}).
1635 Faraday Ave Carlsbad, CA 92008
B-2
Ph: 760-602-2719 Fax: 760-602-8558
Page 1 of 2
.. , __________ -·.
Email: Building@carlsbadca.gov
Rev. 06/18
( OPTION A): WORKERS'COMPENSATION DECLARATION:
I hearby affirm under penalty of perjury gag_ of the following declarations:
□ I have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the
work which this permit is issued,
IJl,1 have and will maintain worker's compensation, as required by Section 3700 of the labor Code, for the performance of the work for which this permit is Issued.
My workers' compensation insurance carrier and pollcy number are: Insurance Company Name: Old Republic General Insurance Corporation
Polley No. A-1CW-368418-15 Expiration Date: _03_1_0_11_2_02_0 _____ _
□ Certificate of Exemption: I certify that In the performance of the work for which this permit ls issued, I shall not employ any person in any manner so as to be come
subject to the workers' compensation laws of california. WARNING: Failure to secure workers compensation coverage Is unlawful, and shall subject an employer to
criminal penalties and civil fines up to $100,000.00, in addition the to the cost of pensatlon, damages as provided for In Section 3706 of the Labor Code,
Interest and attorney's fees.
CONTRACTOR SIGNATURE:
( OPTION B ): OWNER-BUILDER DECLARATION:
I hereby affirm that I am exempt from Contractor's License Law for the following reason:
□ 1, as owner of the property or my employees with wages as their sole compensation, wm do the work and the structure ls not Intended or offered for sale (Sec.
7044, Business and Professions Code: The Contractor's license Law does not apply to an owner of property who builds or Improves thereon, and who does such work
himself or through his own employees, provided that such improvements are not Intended or offered for sale. If, however, the building or improvement is sold within
one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale).
□ I, as owner of the property, am exclusivety contracting with licensed contractors to construct the project (Sec, 7044, Business and Professions Code: The
Contractor's License law does not apply to an owner of property who builds or Improves thereon, and contracts for such projects with contractor(s) licensed
pursuar1t to the Contractor's License Law).
□ I am exempt under Section ________ Business and Professions Code for this reason:
1. I personally plari to provide the major labor and materials for construction of the proposed property improvement. □ Yes □ No
2. I (have/ have not) signed an application for a building permit for the proposed woric.
3. I have contracted with the followlng person (firm) to provide the proposed construction (include name address/ phone/ contractors' license number):
4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name/ address/ phone/
contractors' licer1se number):
5. I will provide some of the work, but l have contracted (hired) the following persons to provide the work indicated (Include name/ address/ phone/ type of work):
OWNER SIGNATURE: ::JAGENT DATE: _____ _ ---------------------
CONSTRUCTION LENDING AGENCY. IF ANY:
I hereby affirm that there is a construction lendfng agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code).
Lender's Name: ____________________ _ Lender's Address: ____________________ _
ONLY COMPLETE THE FOLLOWING SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY:
ts the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention
program under Sections 2SS05, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? □ Yes O No
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or a!r quality management district? □ Yes □ No
Is the facility to be constructed within 1,000 feet ofttle outer boundary of a school site? C'I Yes □ No
IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE
REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT,
APPLICANT CERTIFICATION:
I certify that I have read the application and state that the above Information is correct and that the information on the plans !s accurate. I agree to comply with alt
City ordinances and State laws relating to building construction.
I hereby authorize representative of the City of carlsbad to enter upon the above mentioned property for Inspection purposes. I Al.SO AGREE TO SAVE, INDEMNIFY AND KEEP
HARMLESS THE CITY OF CARlS8AD AGAINST All LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF
THE GRANTING OF THIS PERMIT.OSHA: An OSHA permit is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height.
EXPIRATION: Every pennlt issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized
by such pennlt is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit Is suspended or abandoned at any time
after the work is commenced for a period of 180 days {Section 106.4.4 Uniform Building Code).
APPLICANT SIGNATURE: -----'',,_--+/'-..,.....,._~=-----------DATE: 10/15/19 \J
1635 Faraday Ave Carlsbad, CA 92008
B-2
Ph: 760-602-2719 Fax: 760-602-8558
Page 2 of 2
Email: Building@carlsbadca.gov
Rev. 06118
DATE: OCT. 25, 2019
JURISDICTION: CARLSBAD
PLAN CHECK#.: PC2019-0070
✓• EsG1I
A SAFlbui\t' Con;pany
SET: I
PROJECT ADDRESS: 2544 & 2548 CAMPBELL PLACE
□ APPLICANT
□ JURIS.
PROJECT NAME: TRELLIS/TABLES/BENCHES/HARDSCAPE & REFACING EXTERIOR FINISHES
D The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
~ The plans transmitted herewith will substantially comply with the jurisdiction's building codes
when minor deficiencies identified below are resolved and checked by building department staff.
D The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
D The check list transmitted herewith is for your information. The plans are being held at EsGil
until corrected plans are submitted for recheck.
0 The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
0 The applicant's copy of the check list has been sent to:
~ EsGil staff did not advise the applicant that the plan check has been completed.
0 EsGil staff did advise the applicant that the plan check has been completed.
Person contacted: Beth Miller Telephone#: 619-523-9699x101
te contacted: \0 ~5-IS (bY:-f G) Email: bmiller@mdesign-intenors.com
ail Telephone Fax In Person
MARKS: Note on plans that the min. one ben~ ~~ area surface shall comply with Sec. 11 B-902 & 903.
Scope Exterior stucco finishes, lunch area tables and benche\~1'1 ch trellis (568-s.f.) are under this permit
By: ALI SADRE, S.E. Enclosures:
EsGil
10/17
9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576
CARLSBAD PC2019-0070
OCT. 25, 2019
[DO NOT PAY -THIS IS NOT AN INVOICE]
VALUATION AND PLAN CHECK FEE
JURISDICTION: CARLSBAD
PREPARED BY: ALI SADRE, S.E.
PLAN CHECK#.: PC2019-0070
DATE: OCT. 25, 2019
BUILDING ADDRESS: 2544 & 2548 CAMPBELL PLACE
BUILDING OCCUPANCY: B; V-B/SPR.
BUILDING AREA Valuation Reg.
PORTION ( Sq. Ft.) Multiplier Mod.
Hardscane,
Exterior Finishes
Beches & Tables
for Outdoor
Lunch Areas
Air Conditionina
Fire Sprinklers
TOTAL VALUE
Jurisdiction Code CB By Ordinance
I 1997 UBC Building Permit Fee .,.I
'
I 1997 UBC Plan Check Fee ' 1•:
VALUE
Type of Review: r.i Complete Review r Structural Only
r Other r Repetitive Fee ~
I
: ,.. . Repeats r Hourly
EsGII Fee , , , ,
___ _,]Hr. @ *
Comments This value was reported by the applicant on the permit app.
($)
75,000
$332.707
Sheet 1 of 1
,,
STRUCTURAL CALCULATIONS
PROJECT: C}\t.AP~t'\L Pt.A~ ~HTK
STRUCTURAL ENGINEERS, LLP
DESIGN ASSUMPTIONS:
CONCRETE STRENGTH AT TWENTY EIGHT DAYS: -~-~ ____ PSI
MASONRY: GRADE "N" CONCRETE BLOCK F' M = __ -____ PSI
MORTAR: TYPE S 1,800 PSI
GROUT: 2000PSI
REINFORCING STEEL: A-615 GRADE 40:
GRADE 60:
STRUCTURAL STEEL: A-36 1 ~ lr6 e:>
LUMBER: DOUGLAS FIR-LARCH
JOISTS #2 CITY OF CARLSBAD > BEAMS AND POSTS #2
STUDS STUD OR BETTER BUILDING DIVISION I-
SEISMIC FORCE: t; P5,; 0. l~ (P;L~Jsl -REPORT BY: 0
WIND FORCE: \)--::. \\O\-Af\"\ ~ ,~ooP<,( REPORT NO.: SOIL PRESSURE:
DESIGN LOADS:
ROOF DEAD LOAD FLOOR DEAD LOAD WALL DEAD LOAD
SLOPING FLAT INT. EXT.
\ \
ROOFING FLOORING \ \ INTERIOR 10 PSF
PLYWOOD PLYWOOD EXTERIOR 16 PSF
JOISTS JOISTS
INSUL. & CLG. INSUL. & CLG.
MISC. MISC. TUtu!::>
TOTAL = TOTAL = pt.,: IG·4 Psf
ROOF LIVE LOAD FLOOR LIVE LOAD
SLOPING= -i,oV~ INTERIOR 40 PSF
FLAT = BALCONY 60 PSF (U.O.N.)
EXIT WALKWAY 100 PSF
These calculations are limited only to the items included herein, selected by the client and do not imply approval of any
other portion of the structure by this office. These calculations are not valid if altered in any way, or not accompanied by a
stamp and signature of the Engineer of Record.
I Job No.
San Dl•ao • 14211 Danltllon Street. Suite I 200. Poway, CA 91064, (151) 679•191t. F•• (ISi) 679•1959
.,,. 10/11/2019
L\TC Hazards by Location
Search Information
AddreH:
Coordinates:
Elevation:
Tlmeatamp:
Hazard Type:
Reference Document:
Risk Category:
2544 Campbell Pl, Carlsbad, CA 92009, USA
33.1291583, -117.26196249999998
fl
2019-10-11T17:40:17 .410Z
Seismic
ASCE7-10
Site Class: D
ATC Hazards by Location
Catalina Island
Essential
Fish Habrtat
Gougle
MCER Horizontal Response Spectrum Design Horizontal Response Spectrum
Sa(g) Sa(g)
1.00
0,60
0.80
0,60 0.40
0.40
0.20
0.20
0.00 0,00
0 2 4 6 8 Period (s) 0 2 4 6 8
Basic Parameters
Name Value Descrtptlon
Ss 1.049 MCER ground motion (period=0.2s)
s, 0.406 MCER ground motion (period=1.0s)
SMs 1.133 Stte-modified spectral acceleration value
SMt 0,648 Stte-modified spectral acceleration value
Sos 0.755 Numeric seismic design value at 0.2s SA
So, 0.432 Numeric seismic design value at 1.0s SA
•Additional Information
Name Value Description
soc D Seismic design category
Fa 1,081 Site amplification factor at 0.2s
Fv 1.594 Site amplification factor at 1.0s
CRs 0.983 Coefficient of risk (0.2s)
CR, 1.037 Coefficient of risk (1.0s)
PGA 0.402 MCEG peak ground acceleration
FpGA 1,098 Site amplification factor at PGA
PGAM 0.442 Site modified peak ground acceleration
TL 8 Long-period transition period (s)
SsRT 1.049 Probabilistic risk-targeted ground motion (0.2s)
SsUH 1.067 Factored uniform-hazard spectral acceleration (2% probability of
exceedance in 50 years)
SsD 1.5 Factored deterministic acceleration value (0.2s)
!':1RT nAnR Prnhs:1hilictir ric:Jr.te1rn1:1ittiori n rn11nrt mntinn (1 nc;)
Temecula 0
Cleveland National Forest
Anza-Borreoo
Desert
State Park
San Diego 0 Map data i" Report • map erro,
Period(&)
https://hazards.atcouncil.org/#/seismic?lat=33.1291583&Ing=-117 .26196249999998&address=2544 Camp~ell Pl_%2C Ca~sbad%2C CA 92009%2C USA 1/2
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STRUCTURAL ENGINEERS. LLP
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, Poway, CA 92064
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Project Title:
Engineer:
Project ID:
Project Descr:
Pnnted· 11 OCT 2019, 12:03PM
Pole Footing Embedded in Soil File= \\Server01\d\JOBFIL-1\2018JO-1I18-969-1\CALCUL-1\steel lrellls 10-11-19.ec6 .
Software copyright ENERCALC, INC. 1983-2018, Bulld:10.18.12.22 .
Description : Col. footing
Code References
Calculations per IBC 2015 1807.3, CBC 2016, ASCE 7-10
Load Combinations Used : ASCE 7-10
General Information
Pole Footing Shape
Pole Footing Diameter .......... .
Calculate Min. Depth for Allowable Pressures
No Lateral Restraint at Ground Surface
Allow Passive ................. .
Max Passive ..............••...
Controlling Values
Governing Load Combination : +O-+O. 70E
Lateral Load
Moment
NO Ground Surface Restraint
Pressures at 1/3 Depth
Actual
Allowable
Minimum Requllld Daplll
Footing Base Area
Maximum Soil Pressure
Applied Loads
Lateral Concentrated Load (k)
D: Dead Load
Lr : Roof Live
L: Live
S: Snow
W:Wind
E : Earthquake
H : Lateral Earth
Load distance above
ground surface
0.0 k
0.0 k
0.0 k
0.0 k
0.0 k
1.750 k
0.0 k
100 ft
Load Combination Results
Load Combilltlon
DOnly
+D-+0.70E
+D-+0.5250E
-+0.60D
-+0.60D-+O. ?OE
Circular
24.0 in
Point Load
300.0 pcf
0.0 psi
1.225 k
12.250 k-ft
626.39 psi
626.74 psi
6.375 ft
3.142 ft'2
0.7003 ksf
Lateral Distributed Loads (kif)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
00
0.0
0.0
0.0
0.0
0.0
TOP of Load above ground surface
0.0 0.0
BOTTOM of Load above ground surface
0.0 k/ft
0.0 k/ft
0.0 k/ft
0.0 k/ft
0.0 kilt
0.0 kilt
0.0 kilt
0.0 ft
0.0 0.0 0.0 ft
Foro11@ Ground Strfaca
Loads -(k) Momenll -(ft-k)
0.000 0.000
1.225 12.250
0.919 9.188
0.000 0.000
1.225 12.250
Required
Oepl,-(ft)
0.13
6.38
5.63
0.13
6.38
Soil Surface No lateral restrain
Vertical Load (k)
2.20 k
0.0 k
0.0 k
0.0 k
0.0 k
0.0 k
0.0 k
Preaul9 at 1/3 Deplh Soll lnaelle
Actual -(pet) Nt:111-(psf) Feetor
0.0 0.0 1.000
626.4 626.7 1.000
561.5 562.5 1.000
0.0 0.0 1.000
626.4 626.7 1,000
I
. n HT K 14288 Danielson St, #200 ~ 1
' Poway, CA 92064 =s=T=R=u~C,:;;;T;;;:U~R~A~L_:E=-N,...;G,=:l:.,..N~E=-E=R....;;S;::::,a_.,L..cL=-P
Project Title:
Engineer:
Project ID:
Project Descr:
Printed· 11 OCT 2019, 12.03PM
File= II.Selvenl1\d\JOBFIL-1\2018J0--1\1S.969-1\CALCUL -1\steel trellis 10-11·19.ecS .
Softw.ncopyrightENERCALC, INC.1963-2018, Bulld:10.18.12.22 .
Description : Col. footing edge
Code References
Calculations per IBC 2015 1807.3, CBC 2016, ASCE 7-10
Load Combinations Used : ASCE 7-10
General Information
Pole Footing Shape
Pole Footing Diameter .......... .
Calculate Min. Depth for Allowable Pressures
No Lateral Restraint at Ground Surface
Allow Passive ................. .
Max Passive .......•...........
Controlling Values
Governing Load Combination : +D+0.70E
Lateral Load
Moment
NO Ground Surface Restraint
Pressures at 1/3 Depth
Actual
Allowable
[ Minimum Raqund Dlptll
Fooling Base Area
Maximum Soil Pressure
Applied Loads
Lateral Concentrated Load (kl
D: Dead Load
Lr : Roof Live
L: Live
S: Snow
W: Wind
E : Earthquake
H : Lateral Earth
Load distance above
ground surface
0.0 k
0.0 k
0.0 k
0.0 k
0.0 k
0.890 k
0.0 k
10.0 ft
Load Combination Results
Load Canbilation
DOnly
+D+0.70E
+D+0.5250E
+0.60D
+0.60D+0.70E
Circular
24.0 in
400.0 pct
0.0 psi
Point Load
0.6230 k
6.230 k·ft
581.31 psi
583.56 psi
'1.50 ft
3.142ftA2
0.7003 ksf
Lateral Distributed Loads (kif)
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
TOP of Load above ground surface
0.0 0.0
BOTTOM of Load above ground surface
0.0 k/11
0.0 k/11
0.0 k/11
0.0 k/ft
0.0 k/11
0.0 k/ft
0.0 k/11
0.0 ft
0.0 0.0 0.0 ft
Fon:es @ Ground Suifaoe
Loads· (k) Moments • (lt-k)
0.000 0.000
0.623 6.230
0.467 4.673
0.000 0.000
0.623 6.230
Required
Oeplh-(lt)
0.13
4.50
4.00
0.13
4.50
Soil Surface
9 0
No lateral restraint I
Vertical Load (k)
2.20 k
0.0 k
0.0 k
0.0 k
0.0 k
0.0 k
0.0 k
PrNaure at 1/3 Oeplh Soil lnaease
Adull • (plf} """' . (pat) FlldDr
0.0 0.0 1.000
581.3 583.6 1.000
524.0 524.6 1.000
0.0 0.0 1.000
581.3 583.6 1.000
C City of
Carlsbad
DETERMINATION OF
PROJECT'S SWPPP
TIER LEVEL AND CONSTRUCTION
THREAT LEVEL
E-32
Development Services
Land Development Engineering
1635 Faraday Avenue
760-602-2750
www.carlsbadca.gov
I'm applying for: □ Gradina Permit ll!I Building Permit □ Right-of-way permit □ Other
P . t N me CamP.bell Place CO'fnmon Area + roJec a :.,_Gi¥Jvrolll..l:B"'e11m"'gg..,e.._1 _______ Project ID: ______ DWG #/CB# _______ _
Address· 2548 + 2544 Camobell Place APN (2548) 213-261-17-00 Disturbed Area· NIA Ac
125441 213-261-18-00
Section 1: Determination of Project's SWPPP Tier Level SWPPP
(Check annllcable criteria and circle the corresoondina SWPPP Tier Level, then ao to section 21 Tier Level
ExemQt -No Threat Project Assessment Criteria
My project is in a category of permit types exempt from City Construction SWPPP requirements. Provided
no significant grading proposed, pursuant to Table1, section 3.2.2 of Storm Water Standards, the
followina oermits are exemot from SWPPP renuirements: Exempt
► Electrical ► Patio ► Mobile Home ► Plumbing ► Spa (Factory-Made)
► Fire Sprinkler ► Mechanical ► Re-Roofing ► Sign ► Roof-Mounted Solar Array
··-····-····· ....................... .. . ················---.... , ........ .. ···················-·· ............ ..................... ................. ................ ·············---···---.. ---.. --.. , ........
Tier 3-Significant Threat Assessment Criteria (See Construction General Permit (CGP) Section I.B)*
□ My project includes construction or demolition activity that results in a land disturbance of equal to or
greater than one acre including but not limited to clearing, grading, grubbing or excavation; or,
□ My project includes construction activity that results in land disturbance of less than one acre but the
construction activity is part of a larger common plan of development or the sale of one or more acres
of disturbed land surface or,
□ My Project is associated with construction activity related to residential, commercial, or industrial Tier3
development on lands currently used for agriculture; or
□ My project is associated with construction activity associated with Linear Underground/overhead
Projects (LUP) including but not limited to those activities necessary for installation of underground
and overhead linear facilities (e.g. conduits, substructures, pipelines, towers, poles, cables, wire,
towers, poles, cables, wires, connectors, switching, regulating and transforming equipment and
associated ancillary facilities) and include but not limited to underground utility mark out, potholing,
concrete and asphalt cutting and removal, trenching, excavation, boring and drilling, access road,
tower footings/foundation, pavement repair or replacement, stockpile/borrow locations.
□ Other per CGP
Tier 2-Moderate Threat Assessment Criteria: My project does not meet any of the Significant Threat
Assessment Criteria described above and meets one or more of the following criteria:
□ Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the
Carlsbad Municipal Code); or,
□ Project will result in 2,500 square feet or more of soils disturbance including any associated
construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance
areas and project meets one or more of the additional following criteria: Tier2
• located within 200 feet of an environmentally sensitive area or the Pacific Ocean; and/or,
• disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical; and/or
• disturbed area is located along or within 30 feet of a storm drain inlet, an open drainage channel or
watercourse; and/or
• construction will be initiated during the rainy season or will extend into the rainy season (Oct. 1
throuah Aor. 301.
Tier 1-Low Threat Assessment Criteria
□ My project does not meet any of the Significant or Moderate Threat criteria above, is not an exempt e permit type per above and the project meets one or more of the following criteria:
• results in some soil disturbance; and/or
• includes outdoor construction activities (such as roof framing, saw cutting, equipment washing,
material stockoilina, vehicle fuelina, waste stockpilina\
• Items listed are excerpt from CGP. CGP governs cntena for tnggers for Tier 3 SWPPP. Developer/owner shall confirm coverage
under the current CGP and any amendments, revisions and reissuance thereof.
E-32 Page 1 of 2 Rev. 2/16/16
SWPPP Section 2: Determination of Project's Construction Threat Level
Tier (Check applicable criteria under the Tier Level as determined in section 1, circle Construction
Level the corresponding Construction Threat Level, then complete the Threat Level
si11nature block belowl
Exempt -Not Applicable -Exempt
Tier 3 -High Construction Threat Assessment Criteria: M~ Project meets one or more of the
following:
□ Project site is 50 acres or more and grading will occur during the rainy season
□ Project site is located within the Buena Vista or Agua Hedionda Lagoon watershed,
inside or within 200 feet of an environmentally sensitive area (ESA) or discharges directly
to an ESA High
□ Soil at site is moderately to highly erosive (defined as having a predominance of soils
Tier3 with USDA-NRCS Erosion factors kf greater than or equal to 0.4)
□ Site slope is 5 to 1 or steeper
□ Construction is initiated during the rainy season or will extend into the rainy season (Oct.
1 -April 30).
□ Owner/contractor received a Storm Water Notice of Violation within past two years
Tier 3 -Medium Construction Threat Assessment Criteria Medium □ All projects not meeting Tier 3 High Construction Threat Assessment Criteria
Tier2 High Construction Threat Assessment Criteria: M~ Project meets one or more of
the following:
□ Project is located within the Buena Vista or Agua Hedionda Lagoon watershed, inside or
within 200 feet of an environmentally sensitive area (ESA) or discharges directly to an
ESA
□ Soil at site is moderately to highly erosive (defined as having a predominance of soils High
with USDA-NRCS Erosion factors kt greater than or equal to 0.4)
Tier2 □ Site slope is 5 to 1 or steeper
□ Construction is initiated during the rainy season or will extend into the rainy season (Oct.
1-Apr. 30).
□ Owner/contractor received a Storm Water Notice of Violation within past two years
□ Site results in 10,000 sq. ft. or more of soil disturbance
Tier 2 -Medium Construction Threat Assessment Criteria Medium □ My project does not meet Tier 2 High Threat Assessment Criteria listed above
Tier 1 Medium Construction Threat Assessment Criteria: M~ Project meets one or more
of the following:
□ Owner/contractor received a Storm Water Notice of Violation within past two years Medium □ Site results in 500 sq. ft. or more of soil disturbance
Tier 1 □ Construction will be initiated during the rainy season or will extend into the rainy season
(Oct.1-April 30)
Tier 1 -Low Construction Threat Assessment Criteria ( Low J □ My project does not meet Tier 1 Medium Threat Assessment Criteria listed above
I certify to the best of my knowledge that the above statements are true and correct. I will prepare and submit an appropriate tier level SWPPP as determined above
prepared in accordance with the City SWPPP Manual. I understand and acknowledge that I must adhere to and comply with the storm water best management
practices pursuant to Title 15 of the Carlsbad Municipal Code and to City Standards at all times during construction activities for the penmit type(s) checked above.
The City Engineer/Building Official may authorize minor variances from the Construction Threat Assessment Criteria in special circumstances where it can be shown
that a lesser or higher SWPPP Tier Level is warranted.
Owner/Owner'Q.uthorized Agen_!)Name: Title: City Concurrence: Yes No
B~fH M1u,6jz.. Designer (For City Use Only)
Owner/Owner'Q_uthorized Agent:)ignature: Date: By:
~~ 10/15/19 Date:
Project ID:
E-32 Page 2 of 2 Rev. 2/16/16
STORM WATER POLLUTION PREVENTION NOTES
1. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE
AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION
OF EROSION AND SEDIMENT CONTROL BMPs WHEN RAIN
IS EMINENT.
2. THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION
CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION
OF THE CITY INSPECTOR AFTER EACH RUN-OFF PRODUCING
RAINFALL.
3. THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION
CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY
INSPECTOR DUE TO INCOMPLETE GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
4. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE
AT THE END OF EACH WORKING DAY WHEN THE FIVE (5)
DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PECENT
( 40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER
EACH RAINFALL.
5. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM
AGGREGATE.
6. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER
PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST
BE INSTALLED AND MAINTAINED.
7. THE CITY INSPECTOR SHALL HAVE THE AUTHORITY TO ALTER
THIS PLAN DURING OR BEFORE CONSTRUCTION AS NEEDED
TO ENSURE COMPLIANCE WITH CITY STORM WATER QUALITY
REGULATIONS.
OWNER'S CERTIFICATE:
I UNDERSTAND AND ACKNOl'llEDGE THAT I MUST: (1) IMPLEMENT
BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION
ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO AVOID
THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO
AVOID THE EXPOSURE OF STORM WATER TO CONSTRUCTION
RELATED POLLUTANTS; AND (2) ADHERE TO, AND AT ALL TIMES,
COMPLY 1'11TH THIS CITY APPROVED TIER 1 CONSTRUCTION SWPPP
THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES
UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED
BY THE CITY OF CARLSBAD.
I,:; fl-\ M I u.,6 tz..
OWNER(S)/0~ NAME {PRIN.lP ~ ~
OWNER(S)/OWNER'§::!QENT NAME {SIGNATURD)
E-29
10/15/19
DATE
STORM WATER COMPLIANCE FORM
TIER 1 CONSTRUCTION SWPPP
E-29
CB ~@619-CQJO
SW_
BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE
Erosion Control Sediment Control BMPs Tracking Non-Stonm Water Waste Management and Materials
BMPs Control BMPs Management BMPs Pollution Control BMPs
C C -C 0 -.2 .2 :;; C C -0 --c> 0 ., -0 ., -0 "' C u u C C c> E C E C -0 -:, :, 0 'o ·.: .£!. 0 0 0 E ., ~ ~ :;; ~ Q) :::,; -0 "' c> ~ --,§ :, >, c> C Q) ~ C Q) c' "'"' "' §? '-er ~ 0 C c> 015 C. Q) ·.: -Cu, C ~ L.J Q) 0 Best Management Practice* ,Id .E 0 (D ·c. ~ 0 Q) 0 ~ (.!) Q) -~ C :;; "'"' "' ,= Q) 0 .5, ., -., 0 -"' .c .E E ., c> u~ u "' -0 "' ~ -0 .; "' :::,; C a, C
(BMP) Description ➔ u ., "' ., "' c> (D Oc c> C C D :::, !I -Q) ., :5 :¥: Q) e u -0 0 0 3' C ~o ~~ -0 >, 0"' C C 0 c> Q) ~ E :;5 C D (D "'.E c> □--u 1l 0 0 .,
>< :::,; D O> D C Q) a:: 0 -NU, i!l 0 O\:;:; Q) ~-5 0 Q) 0 ~ ~-~ ., ., 0 Q) E "" ~ -:, ..0 E~ = f3 :=3 ~:;:; :c ·-c> ·.: ~~ O> --0 .c C " IL u ~ ., :, -0 ·--0 C 0 UC ~ 0 " "" -0 0 0 -·-C. 'o " ~ u ~-..0 ~ ..0 0 -" ·-~ .s ·-0 " ~ u 0 " C i5 8. -o -=C •-C ~ 0 0 -..0 0 00 0 O> .s 0 0 0 .c Q) 0 oO Q) ~ 0 ~ VJ Q) .c ~ v,g Jl -~ iij C ~ct 0 ~u o-0 -C. 0 (.!) L.J D vi "' u C: (.!) "'c.. "'a:: c.. 0 a.. :::,; "' :::,; "' cnu "':::,;
CASQA Designation ➔ r--00 0, .,., .... "' <D r--00 0 N .,., r--00 N .,., .... "' I I I I 'T I I I I I I I 'T I 'T I I I I I I I I u u u u L.J L.J L.J L.J L.J L.J L.J L.J ~ ~ "' "' "' "' i i i i i Construction Activity L.J L.J L.J u.J "' "' "' "' "' "' "' "' z z z z
Gradinn /Soil Disturbance --u Trench inn /Excavation •
Stockoilina --Drillinn 'Borinn -" Concrete I Asohalt Sowcuttino -,I Concrete Flatwork • , Pavina • , Conduit/Pioe Installation • • Stucco /Mortar Work
/ Waste Disoosol • -, Staainn /Lav Down Area • • ' Enuinment Maintenance and Fuelinn --Hazardous Substance Use /Storane
Dewoterina
Site Access Across Dirt
Other llist \:
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.
SHOW THE LOCATIONS OF ALL CHOSEN BMPs ABOVE
ON THE PROJECTS SITE PLAN/EROSION CONTROL PLAN.
SEE THE REVERSE SIDE OF THIS SHEET FOR A SAMPLE
EROSION CONTROL PLAN.
-BM P's are subject to field inspection-
PROJECT INFORMATION
Site Address: 2548 + 2544 Campbell Place, Carlsbad, CA
(2548) 213-261-17-00
Assessor's Parcel Number: (2544) 213-261-18-00
Emergency Contact:
Name: Bobbie Purcell
24 Hour Phone: ~8-=-58=---'4=-27'----=-36"'0"'0'--------
Construction Threat to Storm Water Quality
(Check Box)
0 MEDIUM IX) LOW
Q) -"' 0 ~-"'lii " E 0 Q) -0 c> 5o NC oo :,::::,;
<D I
i
Q) -"' o-~c Q) ., E
-Q) ., c> t, 0
CC 0 0 u:::,;
00 I
i
• • •
•
Page 1 of 1 REV 02/16