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2140 VUELTA CT; ; CBR2021-2887; Permit
Building Permit Finaled Residential Permit Print Date: 09/20/2022 Job Address: 2140 VUELTA CT, CARLSBAD, CA 92009-8532 Permit Type: BLDG-Residential Work Class: Parcel#: 2164921100 Track#: Valuation: $3,933.27 Lot#: Occupancy Group: #of Dwelling Units: 1 Bedrooms: Project#: Plan#: Construction Type: Bathrooms: Orig. Plan Check#: Occupant Load: Plan Check#: Code Edition: Sprinkled: Project Title: Second Dwelling Unit (city of Carlsbad Permit No: CBR2021-2887 Status: Closed -Finaled Applied: 09/22/2021 Issued: 01/31/2022 Finaled Close Out: 09/15/2022 Final Inspection: 09/15/2022 INSPECTOR: Alvarado, Tony Kersch, Tim Description: ESTABROOK; NEW ADU (484 SF), RETAINING WALL AND NEW 100 AMP ELECTRICAL PANEL FEE BUILDING PLAN CHECK FEE (manual) BUILDING PLAN REVIEW-MINOR PROJECTS (LDE) BUILDING PLAN REVIEW-MINOR PROJECTS (PLN) PLUMBING, MECHANICAL & ELECTRICAL PERMITS SFD & DUPLEXES STRONG MOTION -RESIDENTIAL (SMIP) Total Fees: $2,402.81 Total Payments To Date: $2,402.81 Balance Due: AMOUNT $755.30 $194.00 $98.00 $193.00 $1,162.00 $0.51 $0.00 Please take NOTICE that approval of your project includes the II Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. Building Division Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov ' --------- RESIDENTIAL (cicyof Plan Check Cl:ft2-Z0Z/ _ BUILDING PERMIT Est. Value Carlsbad APPLICATION PC Deposit 8-1 Date Job Address 2:l~D Vue [t'l c+ Unit: APN: CT /Project#: Lot#: Year Built: Fire Sprinklers:QvEs@No Air Conditioning:0YES@No Electrical Panel Upgrade~YESQNo BRIEF DESCRIPTION OF WORK: A-Dv ( C..,\~ ron ...... I -r:mckiM I (\)".\ .... +, 1,±14 +v ,... ()\,r. f'(.., .... • • I zSf.7 0 New SF: 'l-U"2-'.2 Living SF, ___ Deck SF, ___ Patio SF,, ____ Garage SF __ _ Is this to create an Accessory Dwelling Unit? G?}YQN New Fireplace? QY@N, if yes how many? __ _ D Remodel: lJ {I\ SF of affected area Is the area a conversion or change of use? Qy QN D Pool/Spa: µ/Pr SF Additional Gas or Electrical Features? ___________ _ □solar: lJ(l\: KW, \J/ fl.: Modules, MountedOoofQGround, Tilt:0Y0N, RMA:QYQN, Battery: 0Y 0, Panel Upgrade: ()v Oil D Reroof:_t-JL....:.(,_fr.__ ______________________ _ D Plumbing/Mechanical/Electrical 0 Only: Other: PRIMARY APPLICANT PROPERTY OWNER , Name:~== ~'})1\JJt.j ~~b"-Name: t:'.\,w\l<-1> \J, 'R, 8-.+,.broo'L . Addres~ ~~l -h. '-£:: Address:_;~:......,.\'-lo....:,::;_\J..;..;..'-'c.,:::;.,.;l \:?:L.::-_c+c:....,. ________ _ City: Cu d(W State: C,1,\-Zip: 91-<:::>o"l City: c. ... .,,1sb .,J State: Ck Zip: q '2.0c).,, Phone: J{a.o-Lt ll\-Ct.e ~v-; '}W>-"l"t4::'nJ1Phone: :,U0-4 IS -(,µ)3:J::(Jfq0 -<=t.~ -3::tll. '. Email: t0µ; :k6-oo"-1..t.l€?:JV-V.;\ .u... Email: \J%,-r .... brool£.'1":{ e ~,,,,;,(.co.,.__ DESIGN PROFESSIONAL CONTRACTOR OF RECORD Name: IJ'//t{ Business Name: ~......,,-\-a. fe C,rrj\'.UC.:::\::ll?n Address: _______________ Address:...J'Di.::<.!.,..,D::........1\'&..a,,,c.cb-.."i)I-\IL:CI----------- City: _______ .State: ___ ,Zip: ____ City: S.,...,,~$ State: ( Jk Zip: "i1.0:'t:4 Phone: _______________ Phone:_3!.P-o..a...::::;;.;:,:;.:...,.,:lR:::..,.\ 7°=.....,0::..l,_lc.::D=-~------- Email: ________________ Email: ;;,c,..,..Me. _ ,,,_,, e (l:c;;o. C.OV\ Architect State License: __________ CSLB License#: 'J?i],1$"'1.4y Class:-ib::..... ____ _ Carlsbad Business License# (Required): BWS /;>?3 :j' r.-49 / APPLICANT CERT/FICA T/ON: I certify that I have read the applicotionond state that the above information is correct and that the information on the plans is accurate. /agree to comply with all City ordinances and State laws relating to building construction. Q . _ / NAME (PRINT): ;Jo'b-E' J\v-v(:CU SIGN: ~ CL-. DATE: YV-li l."2 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building/@carlsbadca.gov REV. 07/21 THIS PAGE REQUIRED AT PERMIT ISSUANCE PLAN CHECK NUMBER: ______ _ A BUILDING PERMIT CAN BE ISSUED TO EITHER A STATE LICENSED CONTRACTOR OR A PROPERTY OWNER. IF THE PERSON SIGNING THIS FORM IS AN AGENT FOR EITHER ENTITY AN AUTHORIZATION FORM OR LETTER IS REQUIRED PRIOR TO PERMIT ISSUANCE. (OPTION A): LICENSED CONTRACTOR DECLARATION: I herebyaf firm under penalty of per jury tho t I am I icensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. I alsaaffirm under penaltyaf perjuryaneof the following declarations (CHOOSE ONE): /Q\1 have and will maintain a certificate of CO!,;jS!j{lf to .s~-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the ~rk which this permit is issued. PolicyNo. ,-,U>,.J L()o8c::t-ftJ:2..-03::: -OR- QI 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. y workers' compensation insurance carrier and policy number are: lnsuranceCompany Name: ____________________ _ Policy No. __________________________ Expiration Date: ______________ _ -OR-O Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become 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 compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. CONSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). lender's Name: ____________________ lender'sAddress: ___________________ _ CONTRACTOR CERT/FICA T/ON: /certify that I have read the app/icatianand state that the above information is correct and that theinformationonthe plans is accurate. /agree to comply with all City ordinances and State laws relating to building construction. NAME (PRINT): ,~07);(,, &,.,vc}.y SIGNATURE: ~ v-.., DATE: l/'¥1: /,"Z... Note: If the person signing above Is an authorized agent for the contractor provide a Teue,.:,:;;;iorizatlon on contractor letterhead. -OR - (OPTION B): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the following reason: Q 1, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is 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). -OR-O I, as owner of the property, am exclusively 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 pursuant to the Contractor's license Law). -OR-O I am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason: AND, D FORM B-61 "Owner Builder Acknowledgement and Verification Form" is required for any permit issued to a property owner. By my signature below I acknowledge that, except for my personal residence in which I must have resided for at least one year prior to completion of the improvements covered by this permit, I cannot legally sell a structure that I have built as an owner-builder if it has not been constructed in its entirety by licensed contractors./ understand that a copy of the applicable law, Section 7044 of the Business and Professions Code, is available upon request when this application is submitted or at the following Web site: http: I !www.leginfo.ca.gov/ca/aw.html. OWNER CERT/FICA T/ON: /certify that I have read the application and state that the above information is correct and that the informatianan the plans is accurate. /agree to comply with all City ordinances and State laws relating to building construction. NAME (PRINT): SIGN: __________ DATE: ______ _ Note: If the person signing above Is an authorized agent for the property owner include form B-62 signed by property owner. 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Bui/ding@carlsbadca.gov 2 REV. 07/21 10 J p ;\i'y PERIIIT 111:fsilcTION, HISTORY for (CBR, lii-2887) Permit Type: BLDG-Residential Application Date: 09/22/2021 Owner: CO-OWNERS ESTABROOK MARK AND LARA Work Class: Second Dwelling Unit Issue Date: 01/31/2022 Subdivision: CARLSBAD TCT#75-07 Status: Closed -Finaled Expiration Date: 03/14/2023 Address: 2140 VUELTA CT CARLSBAD, CA 92009-8532 IVR Number: Scheduled Actual Inspection Type Inspection No. Date Start Date Checklist Item BLDG-18 Exterior Lath and Drywall COMMENTS BLDG-Final Inspection 191900-2022 Tuesday, September 20, 2022 Checklist Item BLDG-Structural Final BLDG-Electrical Final COMMENTS 36049 Inspection Primary Inspector Reinspection Inspection Status Passed Yes Passed Tony Alvarado • Complete Passed Yes Yes Page 3 of 3 -'-\ {?t4,-',;;' - PERMIT INSeECTION HISTORY for ('e:BR2021-2887) Permit Type: BLDG-Residential Application Date: 09/22/2021 Owner: CO-OWNERS ESTABROOK MARK AND LARA Work Class: Second Dwelling Unit Issue Date: 01/31/2022 Subdivision: CARLSBAD TCT#75-07 Status: Closed -Finaled Expiration Date: 03/14/2023 Address: 2140 VUELTA CT IVR Number: 36049 CARLSBAD, CA 92009-8532 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 06/10/2022 06/10/2022 BLDG-18 Exterior 184635-2022 Cancelled Tim Kersch Reinspection Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency No 06/13/2022 06/13/2022 BLDG-18 Exterior 184663-2022 Passed Tim Kersch Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 06/15/2022 06/15/2022 BLDG-84 Rough 184945-2022 Passed Tim Kersch Complete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers 06/17/2022 06/17/2022 BLDG-16 Insulation 185132-2022 Passed Tim Kersch Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 06/20/2022 06/20/2022 BLDG-17 Interior 185230-2022 Passed Tim Kersch Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 09/14/2022 09/14/2022 BLDG-33 Service 191637-2022 Passed Tony Alvarado Complete Change/Upgrade Checklist Item COMMENTS Passed BLDG-Building Deficiency Pending: Yes 1. exterior wire stucco lath moisture resistive material for final inspection. 2. Informed contractor representative Jose. 3. The Rest of 200 amp main electrical service panel upgrade, scope of work - approved. 09/15/2022 09/15/2022 BLDG-82 Drywall, 191899-2022 Passed Tony Alvarado Complete Exterior Lath, Gas Test, Hot Mop Tuesday, September 20, 2022 Page 2 of 3 Building Permit Inspection History Finaled (cityof Carlsbad PERMIT INSPECTION HISTORY for (CBR2021-2887) Permit Type: BLDG-Residential Application Date: 09/22/2021 Owner: CO-OWNERS ESTABROOK MARK AND LARA Work Class: Second Dwelling Unit Issue Date: 01/31/2022 Subdivision: CARLSBAD TCT#75-07 Status: Closed -Finaled Expiration Date: 03/14/2023 Address: 2140 VUELTA CT IVR Number: 36049 CARLSBAD, CA 92009-8532 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 02/01/2022 02/01/2022 BLDG-11 175706-2022 Partial Pass Tim Kersch Reinspection Incomplete FoundationfFtg/Piers (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Footings only. Yes BLDG-21 175707-2022 Failed Tim Kersch Reinspection Incomplete Underground/Underflo or Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency No BLDG-SW-Pre-Con 175705-2022 Passed Tim Kersch Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 02/03/2022 02/03/2022 BLDG-11 175893-2022 Passed Tim Kersch Complete Foundation/Ftg/Piers (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Footings only. Yes 02/09/2022 02/09/2022 BLDG-66 Grout 176322-2022 Passed Tim Kersch Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 03/1012022 03/10/2022 BLDG-11 178116-2022 Passed Tim Kersch Complete Foundation/Ftg/Piers (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 03/31/2022 03/31/2022 BLDG-14 179498-2022 Passed Tim Kersch Complete Frame/Steel/Bolting/We lding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 04/11/2022 04111/2022 BLDG-15 Roof/ReRoof 180243-2022 Partial Pass Tim Kersch Reinspection Incomplete (Patio) Checklist Item COMMENTS Passed BLDG-Building Deficiency Roof sheeting Yes Tuesday, September 20, 2022 Page 1 of 3 NDC NADER'S DESIGN CONSULTING, INCa A CALIFORNIA CORPORATION NADER H EDJRAN PE C 681 79 5959 M ISSION GORGE Ro. STE. 2□3 Designer: SAN DIEGO, CA 92 l 20 PHONE (6 l 91 2B4-1 84B FAX (61 91 2B4-□B37 Structural Calculation •••••••••••••••••••• For Proposed ADU To Be Located at: 21 40 Vuelta Ct. Carlsbad, CA 92009 Gerardo Sergio De La Riva Jr. 1484 Oro Vista Rd. #104 San Diego, CA 92154 Project: MJ-618-21 CBR2021-2887 2140 VUELTA CT ESTABROOK; NEW ADU (484 SF), RETAINING WALL AND NEW 100 AMP ELECTRICAL PANEL 2164921100 1/4/2022 CBR2021-2887 Owner: Estabrook Date: December 3, 2021 >-1--t) GENERAL STRUCTURAL SPECIFICATIONS Code Reference: 2019 California Building Code, (C.B.C.) and 2019 California Residential Code (C.R.C.). Soils: Gross Allowable Bearing Pressure, 1500 PSF u.o.n. Concrete: All Concrete shall be a min. of 2500 PSI @ 28 days, u.o.n. Reinforcing Steel: A.S.T.M. -015, Grade 40 for #4 fonned bars and Grade 60 for #5 and larger. Masonry: A.S.T.M. -C90, Type I, u.o.n. Mortar: Concrete mortar, 2000 PSI @ 28 days, Type S, u.o.n. Grout;--All grout shall be a min. of2500 PSI @28 days, u.o.n. Structural Steel: W Sha~, Moment Frame, A.S.T.M. A~92, Fy = 50,000 PSI. Pipe columns, A.S.T.M. A53, Grade B, Fy = 36,000 PSI. Tubing colwnns, A.S.T.M. 500, Grade B., Fy = 46,000 PSI. Machine bolts, A.S.T.M. A 307, min. Anchor bolts, A.S.T.M. A36 steel, min. All other steel, A.S.T.M. A36, Fy=36000 PSI. Weld: E70:XX, Low hydrogen electrodes Timber: Douglas Fir, Larch 19% moisture content, u.o.n. Studs: (10'-0" & shorter) Stud Stud: (Over l 0' -0") Douglass Fir #2, u.o.n. Joist: As specified. Posts: Douglas Fir # I 4x beam: Douglas Fir #2, u.o.n. 6x & up beam: Douglas Fir #I, u.o.n. Plywood horizontal: Index (32/16) exterior glue, u.o.n. Plywood vertical: As specified. SHEAR WALL SCHEDULE SYM PLF ASSEMBL Y(3) NAILING(1) COLOR fTR,\CllS:g~\ ~ 180 7/8" STUCCO ON EXPANDED METAL OR WOVEN WIRE LATH. UNBLOCKED, W/#11 GAUGE, 1-1/2"LONG, 7/16"HEAD, NAILS OR #16 GAUGE STAPLES, 7/8"LEGS, @6" O.C. w 260 3/8" APA SHT'G 8d COMMON @6" O.C. BLUE ; 350 3/8" APA SHrG 8d COMMON@ 4" O.C.(4) BLUE 490 3/8" APA SHrG 8d COMMON@ 3" O.C.(2,4) BLUE w 310 15/32" AflA SHrG 10d COMMON@6" O.C. PURPLE w 460 15/32" APA SHrG 10d COMMON@4" O.C.(2.4) PURPLE w 600 15/32' APA SHrG 10d COMMON @3" O.C.(2,4) PURPLE w 280 3/8" APA STRUCT I 8d COMMON@&" O.C. BLUE w 430 3/8" APA STRUCT I 8d COMMON@4" O.C.(2,4) BLUE 'W 550 3/8" APA STRUCT I 8d COMMON@ 3" O.C.(2,4) BLUE w 340 15/32" APA STRUCT I 10d COMMON@ 6" O.C. PURPLE w 510 15/32' APA STRUCT I 10d COMMON@ 4" O.C.(2,4) PURPLE ~ 665 15/32' APA STRUCT I 10d COMMON@ 3" O.C.(2,4,5) PURPLE w ~70 15/32" APA STRU_CT I 10d COMMON@2" O.C.(2,4,5) PURPLE 1. NAILING FOR APA SHEATHING SHEAR WALL APPLIES TO ALL EDGE NAILING. FIELD NAIL WITH SAME SIZE @ 12" O.C. 2. FRAMING RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL BE 3X MEMBERS OR 2 INCHES NOMINAL MEMBERS FASTENED TOGETHER W/ 2-16d @ 6" O.C. FOUNDATION SILL SHALL BE 3 OR 2X MEMBERS PER ANCHOR BOLT SPACING. PLYWOOD JOINT & SILL PLATE NAILING SHALL BE STAGGERED. 3. ALL STUDS SHALL BE 2X4 MIN @ 16" O.C OR PANEL FACE GRAIN SHALL BE HORIZONTAL ACROSS FRAMING IF@ 24" O.C. (U.N.O.). PANEL EDGES BETWEEN STUDS SHALL BE SOLID BLOCKED (U.N.O.) 4. WHERE PLYWOOD SHEAR PANEL IS APPLIED TO BOTH SIDES OF A WALL & NAILS ARE LESS THAN 6' O.C. PANEL JOIST SHALL BE OFFSET ON DIFFERENT FRAMING MEMBERS OR STUDS AND SILL PLATES SHALL BE 3X AND NAILS SHALL BE STAGGERED. 5. Sill PLATES SHALL BE ON 3X MEMBER SHEAR TRANSFER SCHEDULE SYM ® 8 6 4 2@6 4 2@6 2@4 6 4 2@6 4 2@6 ·2@4 2@3 72 48 36 16 48 16 12 48 16 12 32 12 NA NA SILL PLATE TO WOOD FLOOR @ 16d COMMON NAILS TRAa<ERS (ORANGE COLOR) SILL PlATE TO CONCRETE{2) @ 5/8" DIA. ANCHOR BOLTS ON 2x SILL PlAlE @ 5/8'DIA.ANCHORBOLTS ON 3x SILL PLATE © 72 60 48 32 60 32 24 60 36 24 48 32 28 16 @ 24 16 12 8 16 8 8 16 12 8 12 8 8 6 © 30 16 16 12 16 12 8 16 12 8 16 8 8 6 BtOCKING TO TOP PLATE @ A35 CONNECTOR © LTP4CONNECTOR (4) ® RBCCONNECTORS (1)(2)(3) 24 INCHES O.C. 16 12 8 16 8 8 16 12 8 8 8 8 6 1. WHEREVER EXISTING ANCHOR BOLTS ARE NOT ADEQUATE PER THIS SCHEDULE, USE¾" THREADED ROD HIL Tl HIT-RE 500-SD PER ICC ESR 2322 WITH MIN. 5" EMBEDMENT SP. INSP. REQ. 2. USE ONLY ¾"ANCHOR BOLTS WITH MIN 7" EMBEOMENT INTO CONC. OR MASONRY WITH A 3"X3"X0.229 THICK WASHER. THE HOLE IN THE PLATE WASHER IS PERMITTED TO BE DIAGONALLY SLOTTED WITH A WIDTH OF UP TO ~6" (4.76 mm) LARGER THAN THE BOLT DIAMETER AND A SLOT LENGTH NOT TO EXCEED 1 ¾" (44mm), PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE WASHER AND THE NUT. 3. IF SHEAR WALL OCCURS ON BOTH SIDES OF FOOTING THEN ANCHOR BOLT SPACING TO BE REDUCED BY½". 4. USE LTP5 WHEN INSTALLED OVER SHEATHING OR USE 8d COMMON ON LTP4. ,12/1/21. 6!11 PM U.S. Se1srn1c Design Maps OSHPD 2140 Vuelta Ct, Carlsbad, CA 92009, USA Latitude, Longitude: 33.081164, -117.2614803 I ' ~ogle Date Design Code Reference Document Risk Category Site Cinss Type Value S5 1.018 s, 0.368 SMs 1.222 SM1 null -Seo Seclio11 11.4.8 Sos 0.814 S01 null -See Section 11.4.8 Type Value SDC null-See Section 11.4.8 F,, 1.2 Fv null -See Section 11.4.8 PGA 0.447 F?G,\ 1.2 PGAM 0.537 TL 8 SsRT 1.010 SsUH 1.139 SsD 1.5 S1RT 0.368 S1Ut-1 0.407 S1D 0.6 PGAd 0.512 CRs 0.894 Cm 0.906 https://seismicmaps.org Ill :::l [ Auto Appraisal Network "£ in San Diego, CA Description 12/1/2021, 6:11:01 PM /\SCE7-16 II D -Ocfaull (See Seclion 11.4.3) MCEri ground motion. (for 0.2 second period) Description MCEri ground motion. (for 1.0s period) Site-modified spectral acceleration value Sile-modified spectral acceleration value _ Numeric seismic design value at 0.2 second SA Numenc seismic design vnlue at 1.0 second SA Seismic design category Sile amplification factor ill 0.2 second Site omplificalion factor at 1.0 second MCEG peak ground acceleration Sile a'mplificalion factor al PGI\ Site modified peak ground acceleration Long-period transition period in seconds Probabilistic risk-targeted grouno motion. (0.2 second) Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration Factored deterministic acceleration value. (0.2 second) Probabilistic risk-largetcd ground motion. (1.0 5econd) Factored uniform-hazard (2% probability or exceedance In 50 years) spectral acceleration. Factored delerminislic acceleration value. (1.0 SHconcl) Factored deterministic acceleration value. (Peak Ground Acceleration) Mapped value or lhe risk coefficient at short pc1iods Mapped value of the risk coefficient at a period ol 1 s ~-... ---------· \ \ \ \ Map data ©202·1 1/2 Check uplift Roof Roof Roof D.L. .......... -.. Une 1 I= H= W= v= 84.97 OTM=v*H*I= 0.00 RM,s=W*H*l*Ur" .6= 0.00 0.00 o.oo RM,w=W*H*l*U2*2/3= 0.00 0.00 0.00 RM= 0.00 F=(OTM-RM)R= #DIV/01 lb No Uplift ======= Line2 I= H= W= v= 84.97 OTM=v*H*I= 0.00 RM,s=W*H*l*U2* .6= 0.00 . 0.00 o.oo RM,w=W*H*l*l/2"2/3= 0.00 0.00 0.00 RM= 0.00 F=(OTM-RM)/1= #DIV/01 lb No Uplift ========= Line3 I= H= W= v= 72.83 OTr.t=v*H*I= 0.00 RM,s=W*H*l*U2* .6= 0.00 0.00 0.00 RM,w=W*H*l*l/2*2/3= 0.00 0.00 0.00 RM= 0.00 F=(OTM-RM)/1= #DIV/01 lb No Uplift ----- Line4 I= H= W= v= 84.97 OTM=v*H*I= 0.00 RM,s=W*H*l*l/2* .6= 0.00 0.00 0.00 RM,w=W*H*l*l/2*2/3= 0.00 0.00 o.oo RM= 0.00 F=(OTM-RM)/1= #DIV/01 lb No Uplift ========= Nader's Design Consulting, Inc. 5959 Mission Gorge Road #203 San Diego, CA 92120 Ph: (619)284-1848 Project Tille: Engineer: Project ID: Project Descr: Risk Category of Building or Other Strucwre : i 1•: All Buildings and other structures except those llsted as Category I, Ill, and IV Seismic Importance Factor . ·usu OEfiNEDGri>imd .. Motion Max. Ground Motions, 5% Damping : Ss = 1.018 g,0.2secresponse S 1 = 0.3680 g, 1.0 sec response Printed: 1 OEC 2021, 6:13PM Calculations per ASCE 7-16 ASCE7-18, Page 4, Tsble 1.5-1 ASCE7-16, Page 5, Table 1.5-2 ASCE 7-1611.4.2 Conforms to ASCE 7 Sectfon 12.8.1.3: Regular struCWre with period of 0.5 s or less, SOS limited to max of 0.7-SDS or 1.0 for calculatioo of Cs. Site Class, Site Coeff. and Design Category Site Classif!catlon •er : Shear Wave Velocily 600 to 1,200 fl/sec Stte Coefficients Fa & Fv (using slrlllght./lne /nteJpOlaUon from tsble values) Maximum Considered Earthquake AC08leration Design Spectral Aocelelation Seismic Design Catego,y . : ~~rig:¥f•iri';t,,<. . . . . .. SMs=Fa"Ss S Mt =Fv'S1 Fa Fv s06=s Mt13 S of S M12/3 = D = 1.20 = 1.97 = 1.222 = 0.724 = 0.814 = 0.483 = D Sl1$1C Seismic Fon:e Resisting System . • • Bearfng wan Systems 15.llght-frame (wood) walls sheathed w/wood structural panel& rated for shear resistance. Response Modification Coefficient • R • System Ov81Slranglh Factor • Wo • Deflection Amplification factor • Cd • = 6.50 Building heighl Limits : = 3.00 Category "A & e· limit Category •c· Limit 4.oo Category "O' Limft: NOTE/ See ASCE 7-16 for ell applicable footnotes. Category ·e· Limit Category 'P Limit Equivalent Lateral Force Procedure No Limit NoUmlt Umit=65 Umit=65 Umit=65 ASCE 7-16 Teble 20.3-1 ASCE 7-16 Tsble 11.4-1 & 11.4-2 ASCE7-16Eq. 11.4-1 ASCE7-16Eq. 11.4-2 ASCE 7-16 Eq. 11.4-3 ASCE 7-16 Eq. 11.4-4 ASCE 7-16 Table 11.6-1 &-2 ASCE 7-16 Table 12.2-1 ASCE 7-16 Seel/on 12.8.2 The "Equivalent Lateral Force Procedure· is being used according to the provisions of ASCE 7-16 12.8 · ~ririlne Building Period. Structure Type for Building Period Calculation : All Other Slrucluraf Systems •Cl• value = 0.020 • hn • : Height from base to highest level = 25.0 II 0.224 sec 8.000 sec •x•value = 0.75 •Ta• Approximate fundernental period using Eq. 12.8-7: Ta= Ct• (hn Ax) = "TL': Long-period transition period perASCE 7-16 Maps 22-14-> 22-17 . " Cs~ Rltii!9n-. Coefficient S os Short Period Design Spectral Response = • R • : Response ModificaUon Factor = • 1 • : Seismic Importance Factor = Building Period • Ta • Calculated from Approximate Method selecled 0.814 6.50 1 From Eq. 12.8-2, Preliminaiy Cs From Eq. 12.8-3 & 12.8-4. Cs need not exceed From Eq. 12.8-5 & 12.8-6. Cs not be less than User has selected ASCE 12.8.1.3: Regular structure, Cs : Seismic Response Coefficient = Less than 5 Stories and wfflt T <<"' 0.5 sec, SO Ss <= t.5 for Cs c:alculatlon Use ASCE 12.8-7 = 0.224 sec ASCE 7-16 Seclion 12.8.1.1 = 0.125 = 0.332 = 0.036 = 0.1253 1 Lateral Analysis _ .. _. Seismic Area= 22 X 22 RoofDL = 26 X 26 X 15 = 10140 Ext. Wall D= 2x 22 X 4x 14 = 2464 Ext. Wall D= 2x 22 X 4x 14 = 2464 Int Wall Dl= 2x 22 X 4x 8 = 1408 Int Wall Dl= 2x 22 X 4x 8 = 1408 T.Load = 178841b Vb=CsW VIA Vb = 0.1263 X w = 0.13 X 17884 = 2240.9 4.82989 Seismic Comparison p= 1.3 2039.1 Wind wind Comparison Roof Trans= 22x 15 X 9 = 2970 lb 2063 Lb RoofLongi= 22x 15 X 7 • 2310 lb 1604 Lb Wind Governs • Seismic Governs Roof -Line 1 P= 1.30 Fw= Fs= 4.63 a= 22.00 b= 22.00 L=4+8= 12.00 A=a*b= 484.00 o.oo 0.00 w V=F*A/2= 1,120.46 0.00 0.00 V=Sum.v= 1,120.46 VASD=E=pEh.7= 1,019.62 v=VASDIL= 84.97 plf ======= Line2 P= 1.30 Fw= Fa= 4.63 a= 22.00 b= 22.00 L=6+6= 12.00 A=a*b= 484.00 0.00 0.00 V=F*A/2= 1,120.46 0.00 0.00 w V=Sum.v= 1,120.46 VASD=E=pEh.7= 1,019.62 v=VASD/L= 84.97 plf ■--==== Llne3 P= 1.30 Fw= Fs= 4.63 a= 22.00 b= 22.00 L= 14.00 A=a*b= 484.00 0.00 0.00 V=F*A/2= 1,120.46 0.00 0.00 w V=Sum.v= 1,120.46 VASD=E=pEh.7= 1,019.62 v=VASD/L= 72.83 plf ======= Llne4 P= 1.30 Fw= Fa= 4.63 a= 22.00 b= 22.00 L= 12.00 A=a*b= 484.00 0.00 0.00 V:aF*AJ2a 1,120.46 o.oo 0.00 w V=Sum.v= 1,120.46 VASD=E=pEh/.7= 1.019.62 v=VASD/L= 84.97 plf ======= Project NamafNumber : nader Nadef's Design Consulting, Inc. Title 4' -0" : Dsgnr: Description .... Page: 1 Date: 1 DEC 2021 This Wall In File: c:\users\nadem\documents\letalnpro 10 projed fileS\nader.rpx I:!~ J;Jl:7.-1:;':· iulid hlo.oS.Si Cantilevered Retaining Wall Code: CBC 2019,ACI 318-14,TMS 402-16 License To : NADER'S DESIGN CONSULTING INC. Criteria Soll Data ..._ __________ _ Retained Height = 4.00ft Wall height above soil = 0.67ft Slope Behind Wall = 0.00 Height of Soll over Toe = 8.00ln Water height over heel "' 0.0 ft I Surcharge Loads I Surcharge Over Heel ,. 0.0 psf NOT Used To Resist Sliding & Overturning Surcha,geO'lerToe = 0.0 Allow Soil Bearing = 1,500.0 psf Equivalent Fluid Pressure Method Active Heel Pressure = 30.0 psf/ft Passive Pressure Soll Density, Heel Soll Density, Toe FootingHSoil Friction Soil height to ignote ror passive pressure = = 100.0 psf/ft = 120.00 pcf = 120.00 pcf = 0.250 = 0.00 in I Lateral Load Applied to Stem • Lateral Load = 0.0#/ft ... Height to To,: :: 0.00ft = 0.00ft Footing Width Eccentricity NOT Used for Sliding & Over1uming I Axial Load Agplled to Stem ) ... Height to Bottom Load Type = Wlnd(W) Wall to Ftg CL Dist Axial Dead Load = 255.0 lbs Axial Live Load = 260.0 lbs Axial Load Eccentricity = 0.0 In I 0es1pn Summary I WaU Stabtllly RaUos Overturning = 2.+J OK Sliding ::;: 1.52 OK Total Searing Load = 1,869 lbs ... resultant ecc. ::;: 1.09 in Soil Pressure@Toe = 1,064 psf OK Soil Pressure @ Heel = 608 psf OK Allowable = 1,500 psf Soll Pressure Less Than Allowable ACI Factored@Toe "' 1,490 psf ACI Fadored @ Heel = 851 psf Footing Shear@Toe = 4.8 psi OK Footing Shear@ Heel = 0.6 psi OK Allowable = 75.0 psi Sllcilng Cales Lateral Sliding Force = less 100% Passive Force= - less 100% Friction Force = - Added Force Req'd .... for 1.5 Stability = = 375.0 lbs 217.0 lbs 353.0lbs 0.0 lbs OK 0.0 lbs OK (Service Level) Footing Type Base Above/Below Soil Wind on Exposed Stem = (Service Level) I Stem Construction Design Height Above F" Wall Material Above "Hf' Design Method Thickness Rebar Size Rebar Spacing Rebar Placed at Design Data fb/FB + fa/Fa Total Force @ Section Service Level Strength Level Moment .. .Actual Service Level Strength Level Moment .... AUowable Shear .... .Actual Service Level Strength Level Shear ••.• .Allowable Anet (Masonry) Rebar Depth 'd' O.0psf at Back of Wall Poisson's Ratio • Bottom Stem OK ft= 0.00 ::;: Masonry I: ASO = 8.00 = # 4 = 16.00 = 5.251 = 0.298 lbs= 240.0 lbs= ft-#= 320.0 ft-#= = 1,193.2 psi= 2.8 psi= psi= 47.3 ln2= 91.50 In= 5.25 "' 0.0lbs = 0.00ft = 0.00/n :, 0.00ft Line Load .. 0.0ft = 0.300 MasonryData ---------------------- Veltical component of active lateral soil pressure IS considered In the calculation of soil bearing pressures. Load Factors Building Code Dead Load Live Load Earth, H Wind, W Seismic, E CBC 2019,ACI 1.400 1.700 1.700 1.300 1.000 fm Fs Solid Grouting Modular Ratio 'n' Wall Weight Short Term Factor Equiv. Solid Thick. Masonry Block Type Masonry Design Method psi= 1,500 psi= 20,000 = Yes = 21.48 psf"' 84.0 = 1.000 inc 7.60 = Normal Weight = ASD ConcreteData ----------------------re Fy psi= psi= Project Name/Nwnber : nader Page: 2 Nader's Design CoMuldng, Inc. Title 4•-0" :Ahumada Osgnr: Date: 1 DEC 2021 Oesaiption .•.. This Wall in File: c:\users\nadertt\documents\retainpro 10 project files\nader.rpx A.GinPio (ci 1A1-201i, eulld 11.D.o!.Si C tll d R tal • W II LfcellH: KW-4Ml8678 an evere e mng a Code: CBC 2019,ACI 318-14,TMS 402-16 Ucense To: NADER'S DESIGN CONSUL TING, INC. I Footing Data I I Footing Design Results i Toe Width Heel Width Total Footing Width Footing Thickness Key Width Key Depth Kay Distance from Toe = = = = = 0.54ft 1.46 2.00 12.00 in 8.001n 5.001n 0.54 ft fc = 2,500 psi Fy = 60,000 psi Footing Concrete Density = 150.00pcf Min. As% = 0.0018 Cover@Top 3.00 @ Btm.o:: 3.00 in 19! Factored Pressure = 1,490 Mu' : Upward = 2,524 Mu' : Downward = 917 Mu: Design = 134 Actual 1-Way Shear = 4.77 ttu1 851 psf 293 ft-# 393 ft-# 100 ft-# 0.63 psi Allow 1-Way Shear = 40.00 40.00 psi Toe Reinforcing = None Spec'd Heel Reinforcing = None Spec'd Key Reinforcing a None Spec'd Fooling Torsion, Tu = Fooling Allow. Torsion, phi Tu = 0.00 ft-lbs 0.00 ft-lbs If torsion exceeds allowable, provide suppfemenlal dnlgn for footing torsion. Other Acceptable Sizes & Spacings Toe: phiMn = phr5'1ambda'sqrt(fc)'Sm Heel: phlMn = phl'5'1ambda'sqrt(fc)'Sm Key: phlMn = phl'5'1ambda'sqrt(fc)'Sm Min footing T&S reinf Area 0.52 in2 0.26 in2 ,ft Min footing T&S ralnf Area per foot If one layer of horizontal bars: #4@ 9.261n #5@ 14.35 in #6@20.37 in If two layers of horizontal bars: #4@18.52 In #5@28.70in #6@40.74 in I Summary of Overturning & Reslstl"9 Forces & Moments ..... OVERTURNING._. . .... RESISTING ..... Fon:e Distance Moment Force Distance Moment Item lbs ft ft-# HL Act Pres (ab water tbl) 375.0 1.67 625.0 HL Act Pres (be water tbl) Hydrostatic Force Buoyant Force = Surcharge over Heel = Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = Load@ Stem Above Soil = = Total .. 375.0 O.T.M. = 625.0 ReslsUng/Overtumlng Ralfo = 2.44 Vertical Loads used for Soil Pressure = 1,868.7 lbs Vertical component of active lateral soil pressure IS NOT considered In the calculation of Sliding Resistance. Vertical component of active lateral SOil pressure IS NOT considered in the calculation of Overturning Resistance. lbs ft ft-# Soil Over HL (ab. water lbl) Soil Over HL (bel. water tbl) WatreTable Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem= • Axial Live Load on Stem .. Soil Over Toe = Surcharge Over Toe = Stem Weight(s) = Earth@ Stem Transitions= Footing Weight = Key Weight = 380.1 515.0 260.0 43.4 391.9 300.1 41.7 Vert. Component _= ____ _ 1.60 1.60 0.88 0.88 0.27 0.88 1.00 0.88 609.9 609.9 223.2 227.6 11.8 343.1 300.2 36.5 Total"' 1,412.1 lbs R.M.= 1,524.5 • Axial live load NOT included in total displayed! or used for overturning resistance, but Is Included for soil pressure ca culation. • I( Project Name/Number : nader Nader's Design Consulting, Inc. Title 4' .0" :, Dsgnr. Description .... This Wall in Fite: c:\users\naderh\documents\retainpro 10 project files\nader.rpx RetainPro lei 1hf-201i, Build iUo.oS.51 C til d R ta· · Wall Ucense: KW-G6066678 an 8Vere e lnlng Ucense To : NADER'S DESIGN CONSULTING1 INC. ITitt • Horizontal Deflection at Top of Wall due to settlement of soil (Deflection due to wall bending not considered) Soil Spring Reaction Modulus Horizontal Defl @ Top of Wall (approximate only) 250.0 pci 0.069 in The above calculation is not yatid jf the heel soil bearing pressure exceeds that of the toe. because the wall would then tend to rotate Into the retained soil. Page: 3 Date: f DEC 2021 Code: CBC 2019,ACI 318-14,TMS 402-16 ,, >/ /f·S.~ ,t, .> ),.o( ~-~ . 8" SofidGtout .4•.r, "' SEWER DISTRICT CERTIFICATION {City of Carlsbad [Z] Leucadia Wastewater District 1960 La Costa Ave. D Vallecitos Water District 201 Vallecitos de Oro Carlsbad, CA 92009 (760) 753-0155 San Marcos, CA 92069 (760) 744-0460 The following project has been submitted for building permits: Plan Check#: ___________ Permit#: _C_B_R_2_02_1_-_2_8_8_7 ______ _ Property Owner: CO-OWNERS ESTABROOK MARK & LARA Project Address: _2_14_0~V_U_E_LT_A_C_T ________ -=,,,,.,.-----,----,,,,,,.....,,,===-....---_ Assessor's Parcel#: .;;;;.2..;;.16.;;;;.4~9;_;2;_;1;_;1;...;.0..;;.0 ______________________ _ Project Description: ESTABROOK; NEW ADU (484 SF), RETAINING WALL AND NEV{ lQO AMP ELECTRICAL PANEL City Certification: City of Carlsbad Building Division Date: January 26, 2022 Please indicate in the space below that the owner has entered into an agreement to have your agency provide public sewer service to the premises, and/or if the existing service is adequate for this project and all required conditions have been satisfied. Permits will not be issued until this form is completed and returned to our office. r •-•--·-----•--------------•-••·•·--·••••••••••••···-••---•------•••-••···---•••••••••••-••-------•-•-••-••••••·•-••-•••••••••••• ' ' This space to be completed by District Personnel I certify the district requirements for sewer service have been satisfied. - Approvedby: e::,()n 4 .-1 ~ Title: FIELD SERVICES SPECIALIST Community & Economic Development -Building Division ----~635....Ea.raday Avenue,_Carls.b.ad, CA 92008-73 14 l-26~0:..6.Q~O I 760-602-8560 f I www.carlsbadca.g=oy.,,___ ___ _ LEUCADIA WASTEWATER DISTRICT SEW ER SERVI CE PERMIT Permit Number S005879 Type of Permit: Domestic l2sl Industrial D Food Services Establishment D Supplemental Permit: Private Pump Station D ADU Waiver 12sJ Multi-Unit Lateral D Preexisting Permit No: 005879 Date Issued: New Permit No: S005879 Date Issued: Number of Additional EDU Granted: Existing EDU: 1..Q Total EDU to Date: 1.25 Special Gonditions Required and Attached: Yes-□ No l2sl Date Issued: By: IAN RIFFEL Print Name ~ t ~ Signature ·~e' ~;..._l"io .... '·f.n'.c""te.,.,_~ .. ~<Pr~s~. "'-r:.~•... "'t:~~ -· ..... · ~ ..-.... _,~ .!e ~ '"-. f~::~~-...... r:~-;..7·~-~.:,,__ . .. ....;~~~~1 ~-..... _~~~---· Tax Billing to Prorated Sewer Commence July 1, 2023 Capacity Fee:$ 1,272.25 Service Fee:$ 86.63 Reimbursement Fee: $ Total Fees:$ 1,358.88 Required: Yes D No l2sJ Permit Number: Date Issued: . . . . ... : ~ ·~ . . . , . . . .. , . Project lnfoim11f Name and Address, Phone: MARK ESTABROOK (619) 554-6422. 2140 VUELTA COURT, CARLSBAD, CA 92009. 484 SF DETACHED ADU. Assessor's Parcel Number: 216-492-11-00 Type of Building: ADU Pa e 1 of 4 Number of Units: 1 .... Note: The applicant is responsible for obtaining all necessary permits including any building permits or right-of-way permits from the appropriate agency. LEUCADIA WASTEWATER DISTRICT SEWER SERVICE PERMIT Permit Number S005879 Special Conditions (if any): Permittee I Owner Initials I ----------- _____ / ____ _ _____ / ____ _ _____ / ____ _ I ----------- I -------_ -_ -_ -_ -_-_-_-- I ----------- I ----------- I -----------= I ----------- I ----------- I ----------- I ----------- _____ / ____ _ I ----------- I certify that I have read the requirements of this permit, including all Standard Conditions, any special conditions, and that I hereby accept and agree to comply with all conditions of the permit. If signed by Agent, Agent also certifies that he/she has the authority to sign on behalf of the owner: · Signature of Applicant: ___________ _ Date of Acceptance: ----- Signature of Owner/~ v ~ v x_ Date of Acceptance: LEUCADIA WASTEWATER DISTRICT SEWER SERVICE PERMIT Permit Number S0058z_9 Standard Condition_s Design and Construction. Design and construction of privately owned sewer facilities that are to be connected to the Public Sewer System shall comply with all rules and regulations adopted by the District, including, among others, the Leucadia Wastewater Ordinance ("LWD Wastewater Ordinance") and Standard Specifications and Procedures for Wastewater Facility Projects ("LWD Standard Spec.") District Engineer Approval of Connection Plans. Before any connection to the Public Sewer System is made, plans for your connection must be approved by the District Engineer. Plan submittal requirements differ based on the type and complexity of the project. Please contact District Staff to determine what is required for your connection. Excavations and Work in Public Property. All excavations for sewer facilities shall be adequately guarded with barricades and lights so as to protect the public from hazard. Streets, sidewalks, parkways, sewer easements and other public property disturbed in the course of the work shall be restored in a manner satisfactory to the District and any other regulatory agency with jurisdiction over the work area. Required Right-Of-Entry Permit shall be obtained and appropriate traffic control measures shall be utilized, including those required by the City in which the work is performed. Contractor shall comply with all City, State, and Federal regulations for shoring and excavation safety. Inspection and Connection to the Public Sewer. Physical connections to the Public Sewer System must be preapproved by a District inspector. The District inspector shall inspect sewer facilities prior to their connection to the Public Sewer System. Every physical connection to the Public Sewer System shall only be made with an inspector present. The Owner must schedule an appointment with the District inspector, and provide at least 48 hours' notice of the desired inspection time. Upon inspection and approval, notification will be given by the District that the Customer may use the sewer facilities. No use of sewer facilities is permitted prior to District approval pursuant to this section. Indemnification. Owner shall indemnify and defend the District and its officers, agents and employees from all liability, losses, claims, demands, costs and/or causes of action arising out of the improper connection of Owner's sewer facilities to the Public Sewer System, excepting claims based upon the willful misconduct, sole negligence or active negligence of an indemnified party. Unauthorized Connections. Any connection made to the Public Sewer System without prior approval of the District is unauthorized and a violation of this Permit and the LWD Wastewater Ordinance. If, for any reason, a connection is improperly made, it shall be the responsibility of the Owner, at the Owner's expense, to dig up or otherwise re-expose the connection so that an inspection may be made, and the Owner at the Owner's expense shall make any corrections or alterations required by the District. In the event that the Owner, for any reason, fails to take appropriate action, the District reserves the right to dig up and inspect the connection and make any corrections necessary, at the Owner's expense; or, in the alternative, to disconnect service. Any costs incurred by the District in taking such corrective action shall be billed to the Owner. The District may also seek recovery of costs from any other responsible party. Maintenance. It is the responsibility of the Owner to maintain their privately owned sewer facilities ("Private Sewer Facilities"), including but not limited to, the building sewer, service laterals and private pump stations, grease removal devices, in a properly operating, free-flowing, and odor-free condition. Responsibility for maintenance of Private Sewer Facilities includes maintenance of service lateral portions extending beyond the property of an Owner, up to and including the Saddle or other physical connection to the Public Sewer System. Prevention and control of odor release to the public sewer shall be the responsibility of the Owner. District is responsible for maintenance of all Public Sewer Facilities. ____________ P~a!;Ll'---'O"'f_.,4'-------- LEUCADIA WASTEWATER DISTRICT SEWER SERVICE PERMIT Permit Number 5005--8-7-9 Standard Conditions -Continued Inspection of Pre-Existing Laterals. Some Public Sewer lines have preinstalled laterals or wye stub outs to accommodate a later connection to a Private Sewer System. These preinstalled features are generally capped at their termination, but may also be blocked at their connection to the Public Sewer Line by a cured- in-place pipe liner to prevent root intrusion and ground water infiltration into the pipeline. Owners must inspect all existing lateral features and ensure all blockages have been identified and removed, including any liner in the Public Sewer Line that would otherwise prevent the flow of wastewater into the Public Sewer Line. The District may provide Owner with information regarding lining projects in the area of Owner's connection, but such information does not relieve Owners from their obligation to conduct an independent inspection of all existing lateral features to ensure all obstructions are identified and removed. Payment of Fees. In accordance with Article X of the LWD Wastewater Ordinance, sewer service fees owed for the fiscal year in which a sewer service permit is issued are collected at the time of permit issuance. Thereafter, sewer service fees are collected on the tax roll in the same manner as other property taxes. To allow time for construction of new sewer facilities, the first 6 months after a permit is issued are not billed. Thereafter, sewer service fees are automatically billed, regardless of whether construction of sewer facilities is complete. The District may delay the commencement of sewer service fees to allow additional time for construction of sewer facilities if a written request is submitted to the District and is approved by the General Man_ager. The General Manager shall have full discretion to approve or disapprove the request, taking into consideration the timing of the request, reasons given, impact on District operations and any other factors the General Manager deems relevant. Extensions of time for construction of new sewer facilities shall not exceed 18 months. It is the Customer's responsibility to apply for an amendment or cancellation of a sewer service permit, and until a permit has been cancelled or amended by the District, sewer service fees shall be collected in accordance with the approved permit. I'age._4_of..<._ _________________ ~ Accessory Dwelling Unit Agreement Supplemental Permit No. S005879 The undersigned Owner(s) have applied for a Supplemental Permit to connect a new Accessory Dwelling Unit ("ADU,,) at 2140 Vuelta Court. Carlsbad CA 92009 (''Property,,) to the Leucadia Wastewater District (=District;,) sewer system, and have requested an exception to general requirement that the ADU has a separate sewer lateral that connects directly to the public sewer system. 1n exchange for District's agreement to waive the separate sewer lateral requirement, and instead, allow connection of the ADU to the existing private sewer lateral serving the Property, Owne,rs agree to the followinz: 1. Owners shall pay the capacity fee for the ADU based on square footage in accordance with the District's Capacity Fee Ordinance. 2. Owners agree that the District's waiver of its separate sewer lateral connection requirement is not intended to be, and may not be construed as, a waiver of the Distrid's capacity fee requirement for the Ann 3. Owners shall pay all other required permit and/or inspection tees and otherwise comply with the terms and conditions of their Supplemental Permit. Owner(s): Print Name: M All 11. ESJY\6£ col-] Signature: C)v1l ,,L Print Name: LAtl/+ E)TrY'.S(l <-DV) Signature: { -C.v'.\ ~ Date: Date: STORM WATER COMPLIANCE FORM TIER 1 CONSTRUCTION SWPPP - STORM WATER POLLUTION PREVENTION NOTES BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE Erosion Control Sediment Control BMPs Tracking Non-Storm Water Waste Management and Materials 1. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE BMPs Control BMPs Management BMPs Pollution Control BMPs AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION C OF EROSION AND SEDIMENT CONTROL BMPs WHEN RAIN C C 0 --0 0 :;:; C -0 :;:; :;:; ., -0 C IS EMINENT. "' 0 ., -0 "' C 0 0 C C "' E C E C -0 -C, C, 0 'o ·c: C. 0 0 0 E ., L L :;:; L ":, ., ., 2. THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION :::s -0 "' "' L --C >, "' -"' C: ., L C ., c "'"' "' 0 ·c: '-CT L 0 C "' ., C. ., > ., -Best Management Practice* oil C Op 0 ·15. ·c: -Cu, C L c., L Lu ·"' C: 0 0 "' ID L 0 ., 0 ., :;:; ;;,,_ CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION ~ "' ;c ~. '°' ., 0 C ., -., 0 -o-C UL u "' -0 v "' :::s C a, C C: ;;o, C (BMP) Description ➔ "' ., (/) .E ., E .!!'. "' ., "' rn "i:j C "' C -0 "' ~ C 0 ::::, '!; -., "' ., ., OF THE CITY INSPECTOR AFTER EACH RUN-OFF PRODUCING ~ ci ~ Q) 0 -0 0 0 3' C L Q ~~ -0 >, 0 "' Cc 0 "' ., gJ E => E ., E :;:; C 0 rn u,•-"' O:p 0 0 ., :::s 0 "' C C: E :!lo u., E~ 0 ., RAINFALL. X ., a< 0 Nu, 0 o,:P ., ., C: 0 a. L-;;,, ., -., ., 0 ~ E .>< ~ -C, ..c E al =-== U) :.::: 3: L"-:n o·c ·c: ~_g "' ~ "' ~ "' --0 ..C C ., 0 L ., C, -0 :o E ·--0 ~1, cO 0 LO ., .>< -0 0 oo uo 0 -·-c_ 'o ., ., 0 L-..c 0 -~~ ·-0 a, L 0 3. THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION 0 LO -., e C: .B e 0 0, -..c ., -o -0 = C ·-C N C: CC ., ~ 0 L 0 ., ..c ..c .!:ao 0 ..'lo 00 0 o_ 0 C. 0 oo 00 oo en U) C: ;;,, a:: ~u -c., u.JO vi (/) u G: c., (/) > (/) (/) o_ (/) a< a_o [)._ :::s (/) :::s (/) (/) u (/) :::s :r :::s u :::s CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY INSPECTOR DUE TO INCOMPLETE GRADING OPERATIONS OR CASOA Designation ➔ r--0:, 0, "' ... ,n (0 r--0:, 0 N "' r--0:, N "' ... ,n (0 0:, 7 ~ UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. I I I I I I I I I I I I I I I I I I I I I I I I u u u u Lu Lu Lu Lu Lu Lu Lu Lu g: g: (/) (/) (/) (/) :::s ~ ~ :::s :::s ~ :::s Construction Activity Lu Lu Lu LC (/) (/) (/) (/) (/) (/) (/) (/) z z z z ;;,, ;;,, ;;,, ;;,, 4. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE ' Gradinn /Soil Disturbance ✓ AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) ' Trenchina/Excavation v DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PECENT ' Stockoilina V ( 40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER " Drillinn /Barino V EACH RAINFALL. Concrete/Asohalt Sawcutting 5. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM " Concrete Flatwork " Pavina AGGREGATE. Conduit/Pipe Installation 6. ADE QUA TE EROSION AND SEDIMENT CONTROL AND PERIMETER IV Stucco/Mortar Work V PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST I" Waste Disposal v BE INSTALLED AND MAINTAINED. Staainn /Lav Down Area Eouinment Maintenance and Fuelina 7. THE CITY INSPECTOR SHALL HAVE THE AUTHORITY TO ALTER Hazardous Substance Use/Storaae THIS PLAN DURING OR BEFORE CONSTRUCTION AS NEEDED Dewaterina TO ENSURE COMPLIANCE WITH CITY STORM WATER QUALITY Site Access Across Dirt REGULATIONS. Other (listl: Instructions: 1. Check the box to the left of all applicable construct on 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 corres~onding California Stormwater Quality Association (CASQA) designation number. Choose one or more BMPs you intend to use during construction from the list. Check he box where the chosen activity row intersects with the BMP column. 3. Refer to the CASQA construction handbook for inforrnation and details of the chosen BMPs and how to apply them to the project. OWNER'S CERTIFICATE: I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION PROJECT INFORMATION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO AVOID THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO . Site Address: '2.1'-\0 \Jut. \h. (, t., C,..vls.bac-l I c:tr, AVOID THE EXPOSURE OF STORM WATER TO CONSTRUCTION 'l "l. t;) 0 " RELATED POLLUTANTS; AND (2) ADHERE TO, AND AT ALL TIMES, Assessor's Parcel Number: 1..\\oi,\1\1. \\00 COMPLY WITH THIS CITY APPROVED TIER 1 CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES Emergency Contact: UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED Name: iJi)>< A '°'Yi TY BY THE CITY OF CARLSBAD. Jo~ ftlf"\J i ~ 24 Hour Phone: Tto_Q..(Dl::i-Ol I 0 OWNER~/OWNER S AGENT NAME (PRINT) 'l iw(,:i Construction Threat to Storm Water Quality , '(, .~O....,. (Check Box) OWNER,S,/OlfflER S AGENT NAME (SIGNATURE) DATE □ MEDIUM ~LOW E-29 Page 1 of 1 REV 11/17 «~r ~ CITY OF CARLSBAD HOUSING DEVELOPMENT TRACKING P-20 .) Dev.elopment Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.gov The following information is required by to the State of California to track new housing development for all income levels. Please complete this form to the best of your knowledge and submit prior to building permit issuance. Project Name: B7f../38§D/,? {7or1e 01{/ 1 T Project Address: 1) '-/0 \JL!&.zTP-('.T TracUPermit No.: {!Bt-t.✓J2J-7 ":lo) APN: 7,_/ ~ -'1~(z-/(-c() Structure Description: D Single-Family ~d Dwelling Unit D Mobile Home (new spaces added) 0 Single-Family + 2DU D Two -Four Unit D Remodel/Reconstruction (new dwelling units added) D 5 + Unit Structure D Commercial/Residential (mixed-use) Project's planned initial occupancy is for: D Rental occupant ;z( Owner occupant Do you intend to use this property as your personal residence? ~ Yes D No If yes, please provide the estimated market value: _________ _ Will an affordable housing deed restriction be recorded on the property? D Yes Which units in the project will be deed restricted? ___________________ _ Please indicate the number of units for each bedroom type that will be provided and a price range. Individual responses will not be shared with outside parties. Number of units for sale Bedrooms per unit Studios I I ' 1 bd t.. J I tl-2 bd 1-/ 'i --3 bd 4 + bd Number of units for rent Bedrooms per unit Studios \ 1 bd \I lx 2 bd \ _, T 3 bd 4+bd OWNER(S): ~"27-A BW C#: 11-Afl.._,// DEVELOPER(S): (Last, First, Middle Initial or Firm Name) ADDRESS: 7) t.jO llW---vfJ\-c__ T ADDRESS: CITY, STATE, ZIP: CArLL-st?Ao Cit-q1q7 7 TELEPHONE: CITY, STATE, ZIP: TELEPHONE: SIGNATURE: P-20 Page 1 of 1 Price range (low and high) $ $ $ $ $ Rent range (low and high) $ $ $ $ $ (Last, First. Middle Initial or Firm Name) DATE: Revised 10/10 Development Services Land Development Engineering 1635 Faraday Avenue Cityof Carlsbad APPLICATION ENGINEERING PLANCHECK E-23 760-602-2750 .___,I www.carlsbadca.gov .... • • J Complete all appropriate information. Write N/A when not applicable. Project Name: £,S7Af3 /Zoo/:::_ (1cJ MPA tV IO fl UN IT Date:_...L./_Z-1-/_Z-'B:::....,~/=Z._._/ ____ _ Project Description: ;t/f:??J CtJ~/J/111.//0/V UJI.//T, /Z&fZ/IL1HC7 [;.>:ts TlN(7 !-eC tJA[L 3-;t!/:=:.I,,.) J{JC) MP <lu.8-f'A11B---lcz& .A&lJ Project Address: --Z/ L-/0 VU f2..-:,rA C.-,T Lot No(s).: / i 3 Map No.: f53 7 q Number of Lots: :1-Number of Acres: ✓ L. 3 APN(s): Z/b -J?z-//-DO Miles of Trails: 1/ A Owner: Mailing Address: Phone Number: Fax Number: E-mail: l4 Aw f:<ztA:&lP~ v 1.to Vu@ v c, ~S B:bQ CA c-'J~ I certify that I am the legal owner and that all the above information is true and correct to the best of my knowledge. Signature: Date: Civil Engineer: Firm: Mailing Address: Phone Number: Fax Number: E-mail: Applicant: Mailing Address: Phone Number: Fax Number: E-mail: Signature: Soils-Engineer: Firm: Mailing Address: Phone Number: Fax Number: E-mail: 6 ~ D€ tl!tU JI~ -Z-b0 S::: ~TtvAT§1...f2:Q ~11--/t, /J/1/Jp V VI q;q77 l,e I t>f 55=c./-b4 zz State Registration Number: State Registration Number: Additional Comments:. ________________________________ _ IMPROVEMENT VALUATION 1. What water ~istrict is the proposed project located in? (check .7> 0 Carlsbad Municipal Water District ft Olivenhain O Vallecitos 2. If in the Carlsbad Municipal Water District, what is the total cost estimate, including the 15% contingency fee, for water and reclaimed water improvements, sewer (for Carlsbad Municipal W ater District only), street, public (median) landscape and irrigation, and drainage improvements (if applicable)? $ GRADING QUANTITIES cut ___ cy fill cy remedial cy import cy export cy E-23 Page 1 of2 REV 07/14 ~ v ( 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 uilding Penni! □ Righl-<>f-way pennit □Other , ' · .}-J T Project ID· DWG #/CB# I'm applying for: □ Grading Permit Project Name· · • • -· · ·· /.L. 7/ 4Q iL.1.£.vTA CZ. ('NU_~C'A Address: APNZ.11.Z-"~Z.-l/-a?DisturbedArea: ,c:i'1'JI Ac,D// Section 1: Determination of Project's SW PPP Tier Level SWPPP Tier (Check applicable criteria and check the corresponding SWPPP Tier Level, then go to section 2) Level Exem11t -No Threat Project Assessment Criteria My project is in a category of permrt types exempt from City Construction SWPPP requirements. Provided no significant grading proposed, pursuant to Table1, section 3.2.2 of Storm Water Standards, the following permrts are exempt from SWPPP requirements: □ Exempt □ Electrical □ Patio □ Mobile Home □ Plumbing D 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 1.B)* □ My project includes construction or demolition activrty 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 activrty 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 □ Tier 3 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. condurts, substructures, pipelines, towers, poles, cables, wire, towers, poles, cables, wires, connectors, switching, regulating and transforming equipment and associated ancillary facilities) and include but not limned to underground utilrty mark out, potholing, concrete and asphalt cutting and removal, trenching, excavation, boring and drilling, access road, tower footings/foundation, pavement repair or ~placement, stockpile/b.orrow locations. , !her per CGP A · I Tier 2 -Moderate Threat Assessment Crrteria: My project does not meet any of the Significant Threat Assessment Criteria described above and meets one or more of the following crrteria: □ Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 ofthe Carlsbad Municipal Code); or, □ Project will result in 2,500 sq. ft. 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 addrtional following criteria: D Tier 2 • located within 200 ft. 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 ft. 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 -Anr. 30) Tier 1 Low Threat Assessment Crrteria □ My project does not meet any of the Significant or Moderate Threat crrteria above, is not an exempt permrt ~ier1 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 stockpilina, vehicle fuelinn, waste stockpilina) • Items llsted are excerpt from CGP. CGP governs crttena for triggers for Tier 3 SWPPP. Developer/owner shall confirm coverage under the current CGl- and any amendments, revisions and reissuance thereof. E-32 Page 1 of 2 REV. 02/16 • Section 2: Determination of Project's Construction Threat Level SWPPP Construction Tier (Check applicable criteria under the Tier Level as determined in section 1, check the Threat corresponding Construction Threat Level, then complete the emergency contact and Level sianature block belowl Level Exempt -Not Applicable -Exempt Tier 3 -High Construction Threat Assessment Criteria: My Project meets one or more of the following: O 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 O Soil at site is moderately to highly erosive (defined as having a predominance of soils with Tier3 USDA-NRCS Erosion factors k,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 D Medium □ All projects not meeting Tier 3 High Construction Threat Assessment Criteria Tier2 High Construction Threat Assessment Criteria: My 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 with □High USDA-NRCS Erosion factors k, greater than or equal to 0.4) Tier 2 O 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) O 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 0 My project does not meet Tier 2 High Threat Assessment Criteria listed above D Medium 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 D 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) Ti0 • 1 Low Construction Threat Assessment Criteria D Low 121 My project does not meet Tier 1 Medium Threat Assessment Criteria listed above I cerf to th, best of knowled e that the Wove statements are true and correct. I will re are and submit an a r ify my g pp ppop riate 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 Hie 15 of the Carlsbad Municipal Code and to City Standaros at all times during construction activities for the pennrt type(s) checked above. The City Engineer/Buikling 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. Emergency Contact Name: Telephone No: Date: FO Yes No City Concurrence: By: Date: E-32 Page 2 of 2 REV. 02/16 {city of Carlsbad STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services land Development Engineering 1635 Faraday Avenue (760) 602-2750 www.carlsbadca.gov To address post-development pollutants that may be generated from development projects, the city requires that new development and significant redevelopment priority projects incorporate Permanent Storm Water Best Management Practices (BMPs) into the project design per Carlsbad BMP Design Manual (BMP Manual). To view the BMP Manual. refer to the Engineering Standards (Volume 5). This questionnaire must be completed by the applicant in advance of submitting for a development application (subdivision, discretionary permits and/or construction permits). The results of the questionnaire determine the level of storm water standards that must be applied to a proposed development or redevelopment project. Depending on the outcome, your project will either be subject to 'STANDARD PROJECT' requirements or be subject to 'PRIORITY DEVELOPMENT PROJECT' (PDP) requirements. Your responses to the questionnaire represent an initial assessment of the proposed project conditions and impacts. City staff has responsibility for making the final assessment after submission of the development application. If staff determines that the questionnaire was incorrectly filled out and is subject to more stringent storm water standards than initially assessed by you, this will result in the return of the development application as incomplete. In this case, please make the changes to the questionnaire and resubmit to the city. If you are unsure about the meaning of a question or need help in determining how to respond to one or more of the questions, please seek assistance from Land Development Engineering staff. A completed and signed questionnaire must be submitted with each development project application. completed and signed questionnaire is required when multiple development applications for the same submitted concurrently. The total proposed disturbed area is: ~ ft2 ( , 0 fl ) acres The total proposed newly created and/or replaced impervious area is: ~ ft2 { , l) / / ) acres Only one project are If your project is covered by an approved SWQMP as part of a larger development project, provide the project ID and the SWQMP # of the larger development project: Project ID _____ ____,_/u__,_/..:..'./f ______ SWQMP #: ___ c_/U_,_/__,_J4_''------------ Then, go to Step 1 and follow the instructions. When completed, sign the form at the end and submit this with your application to the city. E-34 Page 1 of 4 REV 03/19 To determine if your project is a "development project", please answer the following question: Is your project LIMITED TO routine maintenance activity and/or repair/improvements to an existing building or structure that do not alter the size (See Section 1.3 of the BMP Design Manual for guidance)? YES NO D If you answered "yes" to the above question, provide justification below then go to Step 5, mark the third box stating "my project is not a 'development project' and not subject to the requirements of the BMP manual" and complete applicant information. Justification/discussion: (e.g. the project includes only interior remodels within an existing building): If vou answered "no" to the above question, the oroiect is a 'develooment project', <10 to Stea 2. To determine if your project is exempt from PDP requirements pursuant to MS4 Permit Provision E.3.b.(3), please answer the following questions: Is your project LIMITED to one or more of the following: 1. Constructing new or retrofitting paved sidewalks, bicycle lanes or trails that meet the following criteria: a) Designed and constructed to direct storm water runoff to adjacent vegetated areas, or other non- erodible permeable areas; OR b) Designed and constructed to be hydraulically disconnected from paved streets or roads; OR c) Designed and constructed with permeable pavements or surfaces in accordance with USEPA Green Streets nuidance? 2. Retrofitting or redeveloping existing paved alleys, streets, or roads that are designed and constructed in accordance with the USEPA Green Streets guidance? 3. Ground Mounted Solar Array that meets the criteria provided in section 1.4.2 of the BMP manual? YES NO D D D If you answered "yes" to one or more of the above questions, provide discussion/justification below, then go to Step 5, mark the second box stating "my project is EXEMPT from PDP ... "and complete applicant information. Discussion to justify exemption ( e.g. the project redeveloping existing road designed and constructed in accordance with the USEPA Green Street guidance): If you answered "no" to the above questions, your oroiect is not exemot from PDP, go to Step 3. E-34 Page 2 of 4 REV 03/19 ,------~-~------~----,--,-----...------~-~--~-----------------------------~ ' ' ._" ~-· -------------~-~-~-~· -"" ..,_~_-_...., _______ -----------~-------~---~------.. -----~- To determine if your project is a PDP, please answer the following questions (MS4 Permit Provision E.3.b.{1)): YES NO 1 . Is your project a new development that creates 10,000 square feet or more of impervious surfaces ? collectively over the entire project site? This includes commercial, industrial, residential, mixed-use, D and public development proiects on public or private land. 2. Is your project a redevelopment project creating and/or replacing 5,000 square feet or more of -~ impervious surface collectively over the entire project site on an existing site of 10,000 square feet or □ more of impervious surface? This includes commercial, industrial, residential, mixed-use, and public deve!ooment oroiects on oublic or orivate land. 3. Is your project a new or redevelopment project that creates and/or replaces 5,000 square feet or more of impervious surface collectively over the entire project site and supports a restaurant? A restaurant is % a facility that sells prepared foods and drinks for consumption, including stationary lunch counters and D refreshment stands selling prepared foods and drinl<s for immediate consumption (Standard Industrial Classification /SIC) code 5812). 4. Is your project a new or redevelopment project that creates 5,000 square feet or more of impervious p surface collectively over the entire project site and supports a hillside development project? A hillside D development project includes development on anv natural slone that is twentv-five percent or areater. 5. Is your project a new or redevelopment project that creates and/or replaces 5,000 square feet or more of impervious surface collectively over the entire project site and supports a parking lot? A parking lot is D _;z( a land area or facility for the temporary parking or storage of motor vehicles used personally for business or for commerce. 6. Is your project a new or redevelopment project that creates and/or replaces 5,000 square feet or more of impervious street, road, highway, freeway or driveway surface collectively over the entire project D ;z( site? A street, road, highway, freeway or driveway is any paved impervious surface used for the transportation of automobiles, trucks, motorcvc!es, and other vehicles. 7. Is your project a new or redevelopment project that creates and/or replaces 2,500 square feet or more of impervious surface collectively over the entire site, and discharges directly to an Environmentally ~ Sensitive Area (ESA)? "Discharging Directly to" includes flow that is conveyed overland a distance of D 200 feet or less from the project to the ESA, or conveyed in a pipe or open channel any distance as an isolated flow from the oroiect to the ESA /i.e. not comminaled with flows from adiacent lands).• 8. Is your project a new development or redevelopment project that creates and/or replaces 5,000 square p feet or more of impervious surface that supports an automotive repair shop? An automotive repair D shop is a facility that is categorized in any one of the following Standard Industrial Classification (SIC) codes: 5013, 5014, 5541, 7532-7534, or 7536-7539. 9. Is your project a new development or redevelopment project that creates and/or replaces 5,000 square p feet or more of impervious area that supports a retail gasoline outlet (RGO)? This category includes D RGO's that meet the following criteria: (a) 5,000 square feet or more or (b) a project Average Daily Traffic /ADTJ of 100 or more vehicles oer dav. 10. Is your project a new or redevelopment project that results in the disturbance of one or more acres of land □ ~/ and are expected to generate pollutants post construction? 11 . Is your project located within 200 feet of the Pacific Ocean and (1) creates 2,500 square feet or more of 6 impervious surface or (2) increases impervious surface on the property by more than 10%? (CMC □ 21.203.040) If you answered "yes" to one or more of the above questions, your project is a PDP. If your project is a redevelopment project, go to step 4. If your project is a new project, go to step 5, check the first box stating "My project is a PDP . " and complete applicant information. If you answered "no" to all of the above questions, your project is a 'STANDARD PROJECT-' Go to step 5, check the second box statina "Mv proiect is a 'STANDARD PROJECT ... " and comolete aoolicant information. E-34 Page 3 of4 REV 03119 Does the redevelopment project result in the creation or replacement of impervious surface in an amount of less than 50% of the surface area of the previously existing development? Complete the percent impervious calculation below: Existing impervious area (A) = ____________ sq. ft. Total proposed newly created or replaced impervious area (B) = _____________ .sq.ft. Percent impervious area created or replaced (B/A)*100 = _____ % YES NO D D If you answered "yes", the structural BMPs required for PDP apply only to the creation or replacement of impervious surface and not the entire development. Go to step 5, check the first box stating "My project is a PDP ... " and complete applicant information. If you answered "no," the structural BM P's required for PDP apply to the entire development. Go to step 5, check the check the first box statin "M ro·ect is a PDP ... " and com lete a licant information. 0 My project is a PDP and must comply wrrh PDP stormwater requirements of the BMP Manual. I understand I must pare a Storm Water Quality Management Plan (SWQMP) for submittal at time of application. y project is a 'STANDARD PROJECT' OR EXEMPT from PDP and must only comply with 'STANDARD PROJECT' rmwater requirements of the BMP Manual. As part of these requirements, I will submit a "Standard Project Requirement Checklist Form E-36" and incorporate low impact development strategies throughout my project. Note: For projects that are close to meeting the PDP threshold, staff may require detailed impervious area calculations and exhibrts to verify if 'STANDARD PROJECT' stormwater requirements apply. 0 My Project is NOT a 'development project' and is not subject to the requirements of the BMP Manual. Applicant Information and Signature Box ApplicantN.ame:~ ~ ~' Applicant S1gnatu=r~e~:-=:=::::;;::;;:;;:;i::~z=s-~--------- ...:::::- Applicant TiUe: bf8r::. t0 j.J(?YL__ Date: ry 2---E:;lz ( * Environmentally Sensitive Areas include but are not limited to all Clean Water Act Section 303(d) impaired water bodies; areas designated as Areas of Special Biological Significance by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments); water bodies designated with the RARE beneficial use by the State Water Resources Control Board (Water Quality Control Plan for the San Diego Basin (1994) and amendments); areas designated as preserves or their equivalent under the Multi Species Conservation Program within the Cities and County of San Diego; Habitat Management Plan; and any other equivalent environmentally sensitive areas which have been identified by the City. This Box for Citv Use Onlv YES NO City Concurrence: D D By: Date: Project ID: E-34 Page 4 of 4 REV03/19 ' {cityof Carlsbad DWG No. or Building Permit No.: STANDARD PROJECT REQUIREMENT CHECKLIST E-36 Development Services Land Development Engineering 1635 Faraday Avenue (760) 602-2750 www.carlsbadca.gov All development projects must implement source control BMPs SC-1 through SC-6 where applicable and feasible. See Chapter 4 and Appendix E.1 of the BMP Design Manual (Volume 5 of City Engineering Standards) for information to implement source control BMPs shown in this checklist. Answer each category below pursuant to the following. • "Yes" means the project will implement the source control BMP as described in Chapter 4 and/or Appendix E.1 of the Model BMP Design Manual. Discussion/justification is not required. • "No" means the BMP is applicable to the project but it is not feasible to implement. Discussion/justification must be provided. Please add attachments if more space is needed. • "NIA" means the BMP is not applicable at the JProject site because the project does not include the feature that is addressed by the BMP (e.g., the project has no outdoor materials storage areas). Discussion/justification may be provided. SC-1 Prevention of Illicit Discharges into the MS4 Discussion/justification if SC-1 not implemented: SC-2 Storm Drain Stenciling or Signage Discussion/justification if SC-2 not implemented: SC-3 Protect Outdoor Materials Storage Areas from Rainfall, Run-On, Runoff, and Wind Dispersal Discussion/justification if SC-3 not implemented: E-36 Page 1 of4 □Yes □No □Yes □ No N/A □Yes □No N/A Revised 09/16 S,C-4 Protect Materials Stored in Outdoor Work Areas from Rainfall, Run-On, Runoff, and Wind Dispersal Discussion/justification if SC-4 not implemented: SC-5 Protect Trash Storage Areas from Rainfall, Run-On, Runoff, and Wind Dispersal Discussion/justification if SC-5 not implemented: □Yes D No l;{NiA / efYes □ No □ N/A SC-6 Additional BMPs based on Potential Sources of Runoff Pollutants must answer for each source listed below and identifv additional BMPs. /See Table in Annendix E.1 of BMP Manual for guidance). □ On-site storm drain inlets □Yes □ Interior floor drains and elevator shaft sump pumps □Yes □No EJN/A □ No D N/A D Interior parking garages □Yes D Need for future indoor & structural pest control □Yes D No r;;r"N/A □No j2J,N/A □ Landscape/Outdoor Pesticide Use □Yes □ Pools, spas, ponds, decorative fountains, and other water features □Yes D No ,17 N/A ONo ,E]N/A □ Food service □Yes D No V'J N/A D Refuse areas □Yes □No JZf N/A D Industrial processes □Yes □ Outdoor storage of equipment or materials □Yes □No VIN/A D No ,El N/A D Vehicle and Equipment Cleaning □Yes D No V1 NIA □ Vehicle/Equipment Repair and Maintenance □Yes □No JZ(N/A □ Fuel Dispensing Areas □Yes D No V1 N/A D Loading Docks D Yes □No ;ON/A D Fire Sprinkler Test Water □Yes D Miscellaneous Drain or Wash Water D Yes □ No V1 N/A D No )2'.JN/A D Plazas, sidewalks, and parkina lots D Yes For "Yes" answers, identify the additional BMP per Appendix E.1. Provide justification for "No" answers. □No []MIA / Page 2 of4 Revised 09/16 All development projects must implement site design BMPs SD-1 through SD-8 where applicable and feasible. See Chapter 4 and Appendix E.2 thru E.6 of the BMP Design Manual (Volume 5 of City Engineering Standards) for information to implement site design BMPs shown in this checklist. Answer each category below pursuant to the following. • "Yes" means the project will implement the site design BMPs as described in Chapter 4 and/or Appendix E.2 thru E.6 of the Model BMP Design Manual. Discussion/ justification is not required. • "No" means the BMPs is applicable to the project but it is not feasible to implement. Discussion/justification must be provided. Please add attachments if more space is needed. • "N/A" means the BMPs is not applicable at the project site because the project does not include the feature that is addressed by the BMPs (e.g., the project site has no existing natural areas to conserve). Discussion/justification may be rovided. SD-1 Maintain Natural Draina e Pathwa s and H Discussion/justification if SD-1 not implemented: SD-2 Conserve Natural Areas, Soils, and Vegetation Discussion/justification if SD-2 not implemented: SD-3 Minimize Impervious Area Discussion/justification if SD-3 not implemented: S0-4 Minimize Soil Compaction Discussion/justification if SD-4 not implemented: SD-5 Impervious Area Dispersion Discussion/justification if SD-5 not implemented: E-36 □ No □ N/A □ No □ N/A □Yes D No N/A □Yes D No N/A □Yes □ No Page 3 of 4 Revised 09/16 .,, .. :·., ... , ·.: .. SD.:S Runoff Collection Discussion/justification if SD-6 not implemented: SD-7 Landscaping with Native or Drought Tolerant Species Discussion/justification if SD-7 not implemented: SD-8 Harvesting and Using Precipitation Discussion/justification if SD-8 not implemented: E-36 Page 4 of4 I □Yes I I □Yes I I D Yes I ., .. _ :·~;1>\_.',\,j' 0 No i:;;(N/A ./ D No I r:;r NIA / / □ No I Tl N/A Revised 09/16