Loading...
HomeMy WebLinkAbout165 PINE AVE; ; PC150039; PermitPrint Date: 06/27/2017 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: BLDG-Migrated 2041230100 $0.00 165 PINE AVENUE City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Permit www.carlsbadca.gov Work Class: BLDG-Migrated Lot#: Reference#: DEV15017 Construction Type: Bathrooms: Orig. Plan Check#: Plan Check#: Description: PLANCK-2 UNIT CONDO: 165/175 PINE AV Total Fees: Total Payments To Date: Status: Applied: Issued: Fina led: Inspector: Balance Due: Permit No: PC150039 Completed 08/05/2015 THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: 0 PLANNING D ENGINEERING 0BUILDING OFIRE 0HEALTH D HAZMATIAPCD Ccicyof Carlsbad Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 email: building@carlsbadca.gov www.carlsbadca.gov Plan Check No. ·p Est. Value Plan Ck. Deposit JOBADDRESS \!-~ 0 lY'.J ·r ;"e. 175" Pine_, CT/PROJECT# LOT# # OF UNITS # BEDROOMS M~iis-oo ~ 8/Ufli+ DESCRIPTION OF WORK: Include Square Feet of Affected Area(s) Date SUITE#/SPACE#/UNIT# -0 I Ii-BATHROOMS CONSTR. lYPE OCC. GROUP \/B QL-3 lhG. y:::,~ s~c.. oP wa<\L-i~*'b.&~#i--:iifi~Of\•'+$ on \o+ o.r,cl r<.pbte.ul>Y-h 0.. ;2 un;1 ~f'a.~ ~\cd· b.Ji\d,n5 Wi-th 5,1;)3';) Sf' o~ \No..\olt C\.Ye.o..1 tA. Subl<:.<r"'P--nGc..n \.c..'\le._\ ~+) ~s-\;~ ~ (2)?_. C.a.f ~Oi~e.S,_':bonu.S, YCOr(\ cc_n:\.~~C. .fi:::.<<..a.d--un:+. PATIOS (SF) DECKS (SF) AIR CONDITIONING FIRE SPRINKLERS t~5 1Sb FIREPLACE YESl[jll NoD YES ~No D vEsKJ NoD PROPERTY OWNER NAME c., CITY Ca\u.\aa.sa.. ZIP 'l' .3o Z. PHONE PHONE FAX !)lt)-~ ?>E>-"o l 'o -.l..\ ~t>-'c)f)CO EMAIL EMAIL r,::l DESIGN PROFESSIONAL CONTRACTOR BUS. NAME STATE ZIP CA a\~t> PHONE FAX ~5 B-Sq;,-41-, 1-a Workers' Compensation Declaration: I hereby affirm under penalty of pe,jury one of the following declarations: D I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. gj I have and will maintain workers' 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 earner and policy number are: Insurance Co. • ,._Nfii -li:>e/1'\1nlf-Cc, . Policy No. f21,,J(L.41?237ot-/9-Expiration Date Jo~ I ~/t1 This section need not be completed if the permit is one hundred dollars ($1 O or less. D Certificate of Exemption: I certify thatin the performance of the work for which this permitis 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 one hundred thousand dollars (&100,000), in addition to the cost of compensation, damages as pro · or In Section 3706 of the Labor code, interest and attorney's fees. ·RS CONTRACTOR SIGNATURE ~ ii'AGENT DATE I hereby affirm that I am exempt from Contractor's Ucense Law for the following reason: D D D I, 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). 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). I am exempt under Section ____ .Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0Yes 0No 2. I (have I have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name address I 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 I phone I contractors' license number): 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work ingicated (include name I address I phone I type of work): RS PROPERTY OWNER SIGNATURE 0AGENT DATE · ~:-~©1WJP0.@n'l]:\vittt{ii~ il~~:xt· ~(ii :i].~fu ·roij}ro~ 'ttt • . '·"'···· ,·,,,,•,.,,,',,,,. ·• .. : .. ! ij ... ·~:,., ... ,·,.,.', .. (3. .. ,., Is the 'applicant or-future buildl~g occupant required to submit~ titis)ness plan,.acutely.haza.rdous materials registrajlon form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner:Hazardous Substance·Accolfrit Act? q Yes-CJ No · · Is the applicant or futufe building occupan,t required to obtain. a permit-from th~ alr,pollutlqn C!)ntrol district or-air quality ·management district? CJ Yes CJ No Is the _facility.to be co.nstiticied within .1 ,QOp fee,t of the outer ~oun~ary .1ifa scrool site? .p Yes. CJ .No . IFANY 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 E~ERG,ENCY SERVICES AND ,THE AIRPOL~UTION CO~TROI:. Pl~RICT. . . . . I certlfythatl have rea;ft!J~ ~ppliC<!tlO~ a~tfsiate that the aboye liifo1T1]atl6~ Is ~rrectanil ili~the lrrfonna~on, lm th~plans Is !!CCU rate. I agree to comply with all City ordinances and State laws relating to building cons1ructlon. •. I helJlpyauthqrize represe~!atiVli of the City of Carlsb~d to ~nte~uri9n 1/Je above m~ntioned pio~rty.for'inspiactlon purposes. I ALSO AGREE TO SAVE, INDEMNIFYJ\ND Kl;:EP HAR~LESS THE CITY OF CARLSBAD . · AGAINST'Aµ.UABILIJIES, JUDGMEt;JJS,.COSTS.AND. EXf'EN:iES 1/YHICH M_AY INf\NYWAYACCRUE.AG~NST SAID CITY IN CONSEQUENCE.OF THE.GRANTING OFT.HIS PERMIT .. OSH,A:'An'QSHJ\pennitjs reqilired,fof.excavations over 5;0' deep and de[11olition or constructio~ of structures over 3 stories in heighJ. . . . . EXPIRA TIONH;very permi\ is,sued by th~ _Buildi~Q Qfficic1.I under the provi~ion~. of this.Cod~ shaWe~Pll!l bydimitati6n and become null and void if the building or woli< a.titho[ized by sµch permit is not commenced v.ithin 180 d.aY,s fiorn the.date of such P,0111)it of if the building or,y.oli< au.thorized by such permit Is suspended or abando~ed at any time after the woli< Is commenced for a pelioq of 180 days (Section 106,4.4 Uniform Building Code). [!ATE A"\/ \~·-es] MS I~ -t>'3 CDP I ~-l·O: PUD ~L5.,..D5 SOP ,IS"-!05 Construction Testing & Engineering, Inc. Inspection I Testing I Geotechnical I Environmental & Construction Engineering I Civil Engineering I Surveying FINAL REPORT FOR SPECIAL INSPECTION & MATERIALS TESTING June 08, 2017 City Of Carlsbad Building Inspection Department 1635 Faraday Avenue Carlsbad, CA 92009 CTE Project No. 10-12903T JUN 14 2017 CITY OF CARLSBAD BUILDING O!Vl[ilON SUBJECT: SATISFACTORY COMPLETION OF WORl{ REQUIRING SPECIAL INSPECTION PERFORMED UNDER PERMIT NUMBER: CB 152507 PROJECT ADDRESS: 165 Pine Avenue (Pine Ave -:MF) I declare under penalty of perjury that, to the best of my knowledge, all of the work requiring special inspection and materials testing of reinforced concrete, field welding, reinforced masonry, and shear nailing has been completed. The inspected work for the structure constructed under the subject permit is in conformance with the approved plans, the inspection and observation program and other construction documents, and the applicable workmanship provisions of the applicable building code. Executed on this eighth day of June 2017. TESTING LABORATORY OR SPECIAL INSPECTION AGENCY: CONSTRUCTION TESTING & ENGINEERING, INC. 1441 MONTIEL ROAD SUITE 115 ESCONDIDO, CA 92026 RESPONSIBLE MANAGING ENGINEER OF THE TESTING LABO RA TORY OR SPECIAL INSPECTION AGENCY: Daniel T. Math State of California Registration Number: 61013 Expiration Date: 12/31/18 1441 Montiel Road, Suite 115 I Escondido, CA 92026 I Ph (760) 746-4955 I Fax (760) 746-9806 I www.cte-inc.net C_cityof Carlsbad RESIDENTIAL GREEN BUILDING CODE STANDARDS MANDATORY MEASURES CERTIFICATION CHECKLIST Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov 8-51 This form, $igned and completed, and all receipts for the recycled materials shall be submitted to the Building Inspector prior to Final Inspection~ --- Site Development IVlandatorv 4.106.2 A plan is developed and implemented to manage storm water drainage during construction. (X) 4.106.3 The site shall be planned and developed to keep surface water away from buildings. (X) Construction plans shall indicate how site grading or a drainage system will manage all surface water flows. Energy E:fficiency 4.201.1 Low-rise residential buildings shall meet or exceed the minimum standard design required by (X) the California Energy Standards. Water Efficiency and Conservation Indoor Water Use 4.303.1 Indoor water use shall be reduced by at least 20 percent using one of the following methods: (X) 1. Water saving fixtures or flow restrictors shall be used. 7/01/2011 2. A 20 percent reduction in baseline water use shall be demonstrated. 4.303,2 When using the calculation method specified in Section 4.303.1, multiple showerheads shall not (X) exceed maximum flow rates. 7/01/2011 4.303.3 Plumbing fixtures (water closets and urinals) and fittings (faucets and shower heads) shall (X) comply with specified performance requirements. 7/01/2011 Outdoor Water Use 4.304.1 Automatic irrigation systems controllers installed at the time of final inspection shall be weather-(X) based. Enhanced Durability and Reduced Maintenance 4.406.1 Joints and openings. Annular spaces around pipes, electric cables, conduits or other openings in plates at exterior walls shall be protected against the passage of rodents by closing such openings (X) with cement mortar, concrete masonry or similar method acceptable to the enforcing agency. Construction Waste Management Plan --_, 4.408.1 A minimum of 50 percent of the construction waste generated at the site is diverted to recycle or (X) salvage. Recycled material receipts from approved recyclers must be attached to this form. 4.408.2 Where a local jurisdiction does not have a construction and demolition waste management (X) ordinan.ce, construction waste·management plan, per form B-59, shall be submitted for approval to the enforcina aaenpy. Building Maintenance and Operation 4.410.1 An operation and maintenance manual shall be provided to the building occupant or owner. (X) ' -- ·E,nvironmental Quality Fireplaces 4.503.1 Any installed gas fireplace shall be a direct-vent sealed-combustion type. Any installed woodstove or pellet stove shall comply with US EPA Phase II emission limits where applicable. (X) Woodstoves, Pellet stoves and fireplaces shall also comply with applicable local ordinances. 8-51 Page 1 of 2 Rev. 11/15 -,-' I ~ ' ·,'-, __ :; 4:5Q4'.1 Duct openings ~ni:f oftier':related·atr distr:ibutioo c9rnpojiehtopenihgs,:sliall·b~: covered . _·.· during g9nstruct1Qli. . . • ·_ . . . . . · . · · . . ·. · ~ •. : 4.504.2:. 1' Adnesive, $eclla:nts and; yalilks $hall be :coi:rtplianfwith \10.G and .¢tne~ to){J9 compountf · '. ,. . llmlts. . . . . ' . . . .· . > . ... . . ., . '; . ' -. -'. " -' '--' ~ . '4;5Q4.2.2Paint$, .stains anc;Lother coating§ ~hall.be corn pliant.With VOC·limits. . , • · .. , , '. l ~ ' ---. ,,, .. • 4.504 .. 2 .. a·Aerosol paints' anq coafings.shall·be compllantwith: produc;:tWeigfited ·MfR lihiits;Jor ROG and otherHoxic·cornpound§. : · · : . ··. · · · · . . : . · : . •· · .·_· · · < , · , .4~S04.2A t>ocui:nentation shalt oe providetj 'to verify *at.cqmpll~rinzoo lirrfitfinlsh.materials., •· , havebeen·used: · · · . · ·· · · · · · · · · \·,. · :_:·<·>{)<J'.,~·,: ,:. · 4'.504,S G.;irpet arid carpetcsyster;n5, ·shall,.be ~~n,pljant with NGO :ffmi!s'. . _ . _ . . . , . . .· , .. : . .> :··· ·. _ .,-. 4.504.4 50 percent oLfloor areareceiving :resilient flooting::snall· c9mply with' vpc~emis.sioli :Jimits. . .. ·: . r-x·Y: <. · · = . defined ·ih the Collaborative for rligh Performanc~ Schools (CHPS) LoW-emitHiig M~terials t'.i~(or. , :· · 'be certified.· under the. Resilient f,loor Qovering lnsthute. (RFCI) ~loors·core pro·grc1m, · . : . · {:x) · 4~504.5 Partic!eboatd, medium density -fiberboar~ (MDF) and h~rdwo9d p'lffl9Pd used irr:interior · ., .. finish s stems shall com ·1 witli lowJor'maldeh de emission standards.. .. ·, : . · . , · ' ._ .. · · , ~Tiitir-fr>.,{i'~lsture':eo'tifr,b[~;~J:'X::/ '::4;59!$:2 )~phl t~tar~t'J't ;~a 1ai:im~t/bf~~k)s;installed, at ·slaq on·gr9dt;! .f~uridaJioM,.: : · . · ·'.·. ._· , . 4.505.3 MoistL)r,et;ont"ent ofbuiltjing tnatetjals i:lsed ih W€1II :and ·tio·qr: :framihtr:ifcli'?,qkec;tbef()rt;!' , ,·: . enclosure, · . , , · · · · · · , . : 4."50_6· .. j'. Exhau·suans· Which. terminate ,outside· tlie :bu.ildici . '.·are : ~{~:~Yit~~T:~Bftiti~~mt~~EY\?::~'./· -. ,; . . . · .. ·4.!>07.1 Whole nous~ exhaust:fans sh~ll·have:in.~i.ilated louvei:s·19fc6ve'i'$'.'whl¢!i·clo~e\1i.ili~l'.!'tlie·: ·: _;: ... ·: xx·)_:; ·; .. farr is 0ff. Cover-s,dr-!6uvers,,shallihave amiriimum;ir'\~ulaticm va·1u_e,off{~f2~ . · ~. ·: · :·. ·_· · . : · <:· -·· · .. '· > :, , :··. ·. 4.907-.2 Doct $Ystems are,sized; desjg~ed, ahd: eqlJipment 'is s~lepted qsingith~-.fol!owing· , . . , : . : . · · _, . :.methqds: . . . . . . . ·. · · . · ... · . . . . : · : · , .. ' -·,·\x;t.·.:: · 1. ·E;stablisli l:ieat_lo$s and heat gairrvatues accordipg.tO-AC:GA tvlariu~I ~ .or ~q1:1lv?Je}1t.' .. • · ·. '· ·: : · · 2. ·size duct systems acoordihg_ toAC~A:2e.:o(Manual"D,l·of. ~qUivalenf, > · .... '..· ·:· ~-· • :·:, .' ··>:-:". 3 .. S.elect heatit1 .ana .coolitl ·e: ai ·menf accordih t0.AC..CA ·36'.-S Manual.$ :·ore. uivaleht> ·, . · · .. · ., ·: J~~i~11~r;~b:ij<:~;e:e..~'1:~iJ;;1~ig~:9f&f~uii)fipj\t~:R~:!.'. :,;i:: .,., ., :n[tiSlllnt~·~] :·. ·. ~ .,. · 7.02 .. 1 -H\/ AC system iristallers ·are trained and ·oertified in tlie proper jn~tall~tic;>n of' HVAG' . • : ·: :· :; ; :. " ,,{Xi)' ,. ~: , systems. . . . . , · . .. _ .. . ·. ,'. . . .. . . · , · . : . , · < _,.,-,,, . 1,02.2 ~pecial ·inspectors employed. bYlhe:owner·mustbe \'.Jtialified:and·ap!e to-demohstr~te · . , · . ,, _··(X) · · · . · ·_, · c~m etenc"S:in the.-cfisci"'line the :are ins e~tirL · .. . . . 'i,.. ' ' · . !·<:, _ . . ·, I•, as the prOf!;!SSi9n~I responsi~ie for this pl:9je·cf, certify that, to tlie,best of my Rnow1icii;ie, the-rna~dat~rY.'!terris' · ,.. . · ,. : ·.. , · li~ted .on this form have,been incorporated into the project in order:fo cornp[y with ~itltf24, ·Part 11 9fitbe 20:1·~ " . .' · · · · ' . -California Green Bu'ildin,g Standard§. All receipts for recycled m$.terials have be~n ,attach\3d t¢'th·is form.,. : : .. · · : · r -' +~; ' ·. 1 +- --,-.,, ;, :·- _-, ' ' \, ' ; -' ~ <,,. ' ·,; I -e •' ! ~ -= ,t ,, EsGil Corporation In a?artnersliip witli government for <Bui(aing Safety DATE: MAR. 10, 2016 JURISDICTION: CARLSBAD PLAN CHECK NO.: PClS-0039 PROJECT ADDRESS: 165 PINE AVENUE PROJECT NAME: DUPLEX FOR RASAK SET: IV "-~ ~PLICANT "U""'" J u RI S. CJ PLAN REVIEWER CJ FILE ~ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's 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 Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: BPAIA ~ EsGil Corporation staff did not advise the applicant that the plan check has been completed. D EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: A~ Telephone#: 858-592-4710 Date contacted: (by{),,,~) Email: Krista@abpa-inc.coi)j Mail Telephone Fax ,J/,~rson D REMARKS: By: ALI SADRE, S.E. Enclosures: EsGil Corporation D GA D EJ D MB D PC 3/7 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 EsGil Corporation In (Partners/i.ip witli government for c.Bui{rfing Safety DATE: FEB.04,2016 JURISDICTION: CARLSBAD PLAN CHECK NO.: PClS-0039 PROJECT ADDRESS: 165 PINE AVENUE PROJECT NAME: DUPLEX FOR RASAK SET: III D 3,PPLICANT _)3"JURIS. D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D The plans transmitted herewith will substantially comply with the jurisdiction's 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. l:ZJ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. PLEASE SEE BELOW D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. l:Z] The applicant's copy of the check list has been sent to: BPAIA D EsGil Corporation staff did not advise the applicant that the plan check has been completed. l:Z] EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: ABPA Telephone#: 858-592-4710 L')ate contacted:~\ ~ (bY(O' Email: Krista@abpa-inc.com ~Mail Telephone Fax In Person l:Z] REMARKS: Please submit a response list indicating where each item is addressed on plans. [Additional plan- check fees were assessed for change of structural designer (for the 3rd time) with revised structural plans, supporting ca/e's. & shoring ca/e's.]. By: ALI SADRE, S.E. Enclosures: EsGil Corporation D GA D EJ D MB D PC 1/28 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 CARLSBAD PClS-0039 ·· FEB. 04, 2016 • GENERAL 1. Please submit three revised, stamped and signed sets of plans to the City for review & approval. • SHORING PLANS 2. The WF beams, as per schedule on Sheet 9 of 10, do not match the calculations. 3. The retaining wall heights for soldier beams #1 & #18, as per schedule on Sheet 9 of 10, do not match the elevation plans on Sheet 1 O of 10. 4. Show a CMU wall behind the soldier beams on Section 3/10, as per site plans, on Sht. 7 of 10, South side. • STRUCTURAL 5. Provide a letter from the soils engineer confirming that the foundation/ grading & shoring plans have been reviewed and it has been determined that the soils report recommendations are properly incorporated into the plans. 6. The City Policy requires that their Special Inspection Form be completed for the items requiring Special Inspection. This Form is available at the Building Depart. 7. Portions of the city are within 600' of the ocean. Wind Exposure "D" must be used in the design for these buildings. Revise Exposure "C" in the calculations. 8. The plans shall indicate that special inspection will be provided for the following work. (Section 107.2): Add the following to the list on Sheet SN-2: a) Masonry construction. Special inspection should be provided for all masonry construction in accordance with Section 1705.4. 9. Please complete all references to??/??, xx/xxx & blank bubbles on foundation & framing plans. 10. On detail 17/SD1, please specify the width of the footing. This information is not shown elsewhere on plans. 11. On detail 4/SD1 .1, specify the size of (4) longitudinal bars. 12. Please add the roof truss plans & calculations to the deferred submittal list on the Title Sheet of the plans. 13. Please specify where details 4, 5, 7 & 9/SD1 are cross referenced on plans. 14. Please state where details 1, 3, 4 & 8/SD5 are called out on plans. 15. Please note where detail 12/SD4 is referenced on plans. 16. Please show details and references on plans for the skylight openings, Sht. S4. CARLSBAD PClS-0039 FEB.04,2016 17. Requirements in Seismic Design Category D. The structures assigned to SOC O should satisfy the following requirements, in addition to the requirements for SOC C: (ASCE 7-10, Section 12.3): Please show how all irregularities are addressed as applicable to this project: a) Prohibited Horizontal and Vertical Irregularities for Seismic Design Categories D through F. Structures assigned to Seismic Design Category E or F having horizontal irregularity Type 1 b of Table 12.3-1 or vertical irregularities Type 1 b, 5a, or 5b of Table 12.3-2 shall not be permitted. Structures assigned to Seismic Design Category D having vertical irregularity Type 5b of Table 12.3-2 shall not be permitted, except when subject to the limitations of Section 12.3.3.2. b) Plan or Vertical Irregularities. For structures having a plan structural irregularity of Type 1a, 1b, 2, 3, or4 of ASCE 7-10, Table 12.3-1 (as shown in Figure 10.7) or vertical irregularity Type 4 of Table 12.3-2, the design forces determined from Section 12.8.1 need to be increased 25 percent for the following connections: 1) diaphragms to vertical elements, 2) diaphragms to collectors, and 3) collectors to vertical elements. (Section 12.3.3.4). r------........ I ----------' ---------------- ' _______ :____ : : .:I M M ........ ..,1 ' jb L i:J .......... ~--- a. Torsional irregularity Re-entrant / corner b. Re-entrant corners ', ............ _____ .. ) \.,.... ,, --_ ...... Discontinuity in vertical elements of lateral-force-resisting system d. Out-of-plane offsets Figure 10.7 Examples of Plan Irregularities 1 -4 c. Diaphragm discontinuity 18. Please specify all concrete topping on floor framing plans, i.e., as required. 19. As per Sheet S1, the maximum retaining portion of the CMU wall is 6.5'. Justify #5 @ 16"o.c. on detail 2/S01 .1 for the lower portion of the wall. [Cale's. are done for 4.5' retaining]. 20. Please note on plans that the retaining-walls are to be back-filled and compacted before any floor framing and/ or top-slab is installed. CARLSBAD PClS-0039 FEB.04,2016 21. Please specify on plans that the restraining-walls are to be shored until the floor framing and/ or top-slab is installed; after which, the back-fill is put in and compacted. 22. Please note on plans: "The contractor responsible for the construction of the seismic-force-resisting system shall submit a written Statement of Responsibility to the building official prior to the commencement of work on the system." Section 1704.4. • MISCELLANEOUS 23. To speed up the review process, note on this list where each correction item has been addressed on plans. The jurisdiction has contracted with EsGil Corporation at 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123; Tel: 858/560-1468, to perform the plan review for your project. If you have any questions regarding these items, please contact ALI SADRE, S.E. at EsGil Corp. Thank you. CARLSBAD PClS-0039 ' FEB. 04, 2016 [DO NOT PAY-THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PREPARED BY: ALI SADRE, S.E. BUILDING ADDRESS: 165 PINE AVENUE BUILDING OCCUPANCY: R3/U; V-B/SPR. BUILDING PORTION living garage roof deck balcony storage retaining walls Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: D Repetitive Fee 3 Repeats * Based on hourly rate D AREA Valuation ( Sq. Ft.) Multiplier 5535 917 756 132 194 500 5535 6646 By Ordinance ..., I Complete Review o Other Hourly 0 EsGil Fee PLAN CHECK NO.: PClS-0039 DATE: FEB.04,2016 Reg. VALUE ($) Mod. $1,015.001 o Structural Only 71 Hrs.@* ======$1=1=6=.0=0 $812.001 Comments: Additional fees for change of structural engineer & calculations for the 3rd time. Sheet 1 of 1 macvalue.doc + EsGil Corporation In <Partnership with government for (}3ui(aing Safety DATE: OCT. 29, 2015 JURISDICTION: CARLSBAD PLAN CHECK NO.: PC15-0039 PROJECT ADDRESS: 165 PINE AVENUE PROJECT NAME: DUPLEX FOR RASAK SET: II D APPLICANT ~JURIS. D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D The plans transmitted herewith will substantially comply with the jurisdiction's 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. ~ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. PLEASE SEE BELOW D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ~ The applicant's copy of the check list has been sent to: BPAIA D EsGil Corporation staff did not advise the applicant that the plan check has been completed. ~ EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: ABPA Telephone#: 858-592-4710 _pte coiyacted: I~ (by1'>At Email: Krista@abpa-inc.com ~ail /Telephone Fax In Person [2J REMARKS: Please see attached for remaining items from previous list. Supplemental plan check fees have been assessed for change of structural designer/ supporting calculations (&SMF)/ shoring plans & calculations. By: ALI SADRE, S.E. Enclosures: EsGil Corporation D GA D EJ D MB D PC 8/10 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 CARLSBAD PClS-0039 OCT.29,2015 • PLANS 1. Please submit three revised, stamped and signed sets of plans to the City for review & approval. 2. Where are details 10911, 10914, 10915, 10919, 10924, etc., as per detail 26/05? 3. Please submit calculations for the shoring, as per grading plans. 4. On the schedule, as per Sheet 9 of 1 O of grading plans, show Solder Beam #18 instead of 19. • STRUCTURAL 5. Provide a letter from the soils engineer confirming that the foundation/ grading & shoring plans have been reviewed and it has been determined that the soils report recommendations are properly incorporated into the plans. 6. The City Policy requires that their Special Inspection Form be completed for the items requiring Special Inspection. This Form is available at the Building Depart. 7. On detail E/S-7, delete the reference to gridline #2. The Steel Moment Frame (SMF) is not used on line #2. 8. On detail B/S-7, show stud size and spacing for the nailer plate. 9. Please add a retaining wall with details and references around the egress window on S-1, near grid point B-3.9. 10. On detail H/S-7, specify the bolts size, type and spacing. 11. On detail 3/S-1, note the vertical bar spacing is 12"o.c. instead of 12'o.c., as indicated. 12. On Sheet S-4, show ceiling joists size and spacing for the pitched roof, as per U/S-6. 13. On Sheet S-3, show 14" LVL's for the 4x4 post supports, as per G/S-7, for mechanical room 4' parapet. 14. Please clarify two details "A" & "D" on Sheet S-2 of plans, as presented. [See each side of the page]. One may be called out as A', or D' and referenced on plans as such, to avoid confusion. [Better yet, use a different letter]. 15. Detail A/S-5 is incorrect as referenced on the Roof Framing Plans (all around). [This is a Footing detail]. 16. Why is footing detail B/S-5, shown on S-2, by grid point G-4, (no footing here)? CARLSBAD PC 15-0039 OCT.29,2015 17. Clarify detail D/S-2, as referenced on S-3, near grid point C-4? It does not match its reference at this location. [Similarly, for that referenced at the stairs on Sheet S-2. on gridline #1. There is no WF beam here. The V-Lam beam size does not match either]. This is a two part correction, though related, make sure you respond to both. 18. The following design loads shall be clearly indicated on the construction documents. (Section 1603.1 ): Include the SMF in the list below on plans (as a part of lateral force resisting systems & specify the Cd. Do & p for it on plans): • Floor live load. Uniformly distributed, concentrated, and impact live load, including any live load reductions used, should be indicated. • Roof live load. Each roof live load used should be indicated. • Wind load. The following information should be provided, (Section 1603.1.4) o Ultimate Wind speed (3-second gust), mph, and nominal design wind speed o Risk category o Wind exposure o Applicable internal pressure coefficient o Components and cladding (the design wind pressure in terms of psf to be used for the design of exterior component and cladding materials not specifically designed by the registered design professional) • Seismic design data. The following information should be provided. (Section 1603.1.5) o Risk category o Seismic importance factor, le o Mapped spectral response accelerations Ss and S1 o Site Class o Design spectral response coefficients Sos and S01 o Seismic design category o Basic seismic-force-resisting system(s) o Design base shear o Seismic response coefficient(s), Cs o Response modification factor(s), R o Analysis procedure used. 19. Provide the following note on the plans: ''The contractor responsible for the construction of the seismic-force-resisting system shall submit a written Statement of Responsibility to the building official prior to the commencement of work on the system." Section 1704.4. 20. On Sheet S-2, detail "C", show the A.B. embedment(s). 21. Please note where details I, N & Q/S-7 are cross-referenced on plans. 22. Please indicate where details D, F & H/S-6 are called out on plans. CARLSBAD PClS-0039 OCT.29,2015 23. On Sheet S-2, grid point 7-C.5, identify the beams that are being bundled, as per detail AfS-7, referenced here. [Similarly, for other levels]. SOC 8-F 24. Collector Design Forces . Collector elements, splices and their connections to resisting elements should be designed to resist the prescribed forces. They must also have the design strength to resist the special load combinations of Section 12.4.3 (Sec. 12.10.2.1 ). Not applicable to light framed elements. I.e., apply to those adjacent to CMU walls, WF beam connections, etc. SDCD-F 25. Requirements in Seismic Design Category D. The structures assigned to SOC D should satisfy the following requirements, in addition to the requirements for SOC C: (ASCE 7-10, Section 12.3): Please show how all irregularities are addressed as applicable to this project: a) Prohibited Horizontal and Vertical Irregularities for Seismic Design Categories D through F. Structures assigned to Seismic Design Category E or F having horizontal irregularity Type 1 b of Table 12.3-1 or vertical irregularities Type 1 b, 5a, or 5b of Table 12.3-2 shall not be permitted. Structures assigned to Seismic Design Category D having vertical irregularity Type 5b of Table 12.3-2 shall not be permitted, except when subject to the limitations of Section 12.3.3.2. b) Plan or Vertical Irregularities. For structures having a plan structural irregularity of Type 1a, 1b, 2, 3, or 4 of ASCE 7-10, Table 12.3-1 (as shown in Figure 10.7) or vertical irregularity Type 4 of Table 12.3-2, the design forces determined from Section 12.8.1 need to be increased 25 percent for the following connections: 1) diaphragms to vertical elements, 2) diaphragms to collectors, and 3) collectors to vertical elements. (Section 12.3.3.4). ''r-.... -----.. -.. -.. -.. --.... ---.. -.... -.. -.... -----; ' ! ! a -------C, C ----............... , ' ' !J t J--------- a. Torsional irregularity Re-entrant / corner b. Re-entrant corners Discontinuity in vertical elements of lateral-force-resisting system d. Out-of-plane offsets Figure 10.7 Examples of Plan Irregularities 1 -4 c. Diaphragm discontinuity CARLSBAD PClS-0039 OCT.29,2015 26. RB-2, on gridline #7, Sht. S-3, between lines B & E, should be 7"x14", as per calc's., versus 3.5"x14", as listed. 27. RB-7, on gridline #7, Sheet S-3, between E & G, should be 5.25"x14" versus 3.5"x14" as noted. 28. RBA, on gridline "A", Sheet S-3, (to the left of line B), should be 5.25x11.25, as per calc's., versus 2.625x14. Similarly, for FBA on Sheet S-2. Make sure you correct both sheets. 29. RB-9, near gridline #4, at multiple locations, should be 5.25"x14", vs. 3.5"x14", as noted. 30. As per calc's., all floor joists are 3,100 series, vs. 2,800 as noted for some on Sheet S-2. Please revise them to match. Similarly, for Sheet S-1. 31. Please note FB-1, as 5.25"x14", on S-2, gridline C, per calc's., missing on plans. 32. As per calc's., there is FB-4, on gridline #7, where detail A/S-7 is referenced on Sheet S-2, which is missing on plans. Please coordinate prior to resubmittal. 33. On Sheet S-2, there is a beam missing over the jog, in the W.I.C., for MBR, by grid point 8-D.5. 34. Where is detail E/S-2 as referenced by stairs on Sheet S-1? 35. Portions of the city are within 600' of the ocean. Wind Exposure "D" must be used in the design for these buildings. Revise Exposure "B" in the calculations. 36. Clarify discontinuous SW's on gridline "B" between Sheets S-3 & S-2. 37. No Hardy Frames analysis details or references were presented in the calc's., as per pg. 102. 38. The plans shall indicate that special inspection will be provided for the following work. (Section 107.2): Add the following to the list on Sheet S-1: a) Masonry construction. Special inspection should be provided for all masonry construction in accordance with Section 1705.4. 39. Please identify bars "A" & "B" on detail 5/S-1. 40. Please show how the increase in lateral earth pressures due to seismicity is accounted for in the CMU wall design. CBC, Section 1803.5.12. The geotechnical engineer to provide specific recommendations. 41. Please show how the surcharge from the adjacent property retaining walls, as per page 10 of 10 of grading plans. CARLSBAD PClS-0039 OCT.29,2015 42. Please show clear slab details for the elevator pit on Section A/S-3. Also reference tube to base plate connection details on this section. 43. Please provide complete connection details and references on structural plans to cover CMU wall-to-floor connections for joists parallel, or perpendicular to wall. 44. Please note on plans that the retaining-walls are to be back-filled and compacted before any floor framing and/ or top-slab is installed. 45. Please specify on plans that the restraining-walls are to be shored until the floor framing and/ or top-slab is installed; after which, the back-fill is put in and compacted. 46. Please specify all concrete topping on floor plans, i.e., as per detail P/S-6. 47. A reminder that the revised structural plans & calculations need to be stamped and signed by the new project engineer. Sheet S-8 is still stamped by the former project engineer. 48. The following few items apply to Steel Moment Frame (SMF) Connections. 49. Clearly identify in the structural calculation and structural plan what type of steel moment frame system the building is designed for. 50. The connection of the Steel Frame to the Column Base shall be designed to transmit forces to the foundation per CBC. Column base elements include anchor bolts, base plate welds, and any elements that transfer shear, moment, or tension to the foundation: AISC 341-D1-4a(2): See the next item for the required load combinations: a. The seismic loads to be transferred to the foundation interface (or top of the CMU wall) shall be based upon the seismic load combinations of ASCE 7-10, Section 12.4.3.2. b. Design of concrete elements at the Column Base, including anchor rod embedment and reinforcement steel, shall be in accordance with CBC, Chapter 19. 51. Seismic Load Effect SOC B-F c) Seismic load effect, E. The seismic load effect, E, should be computed in accordance with the following equation set forth in ASCE7-10, Section 12.4.2: E =pQE + 0.2SosD d) Maximum seismic load effect, Em. The maximum seismic load effect, Em, should be computed in accordance with the following equation set forth in ASCE7-10, Section 12.4.3 to be used in the special seismic load combinations of Section 12.4.3.2 Em = OoQE + 0.2SosD 52. All prequalified connections and connections qualified by cyclic tests with variations such as additional haunches or cover plates, additional welds, or deviations from the tested weld access hole configuration at moment connections are not permitted. CARLSBAD PClS-0039. OCT.29,2015 53. When the beam-to-column moment ratio calculated using Equation (E3-1) is more than 2 (column remains elastic), the column flanges shall be laterally supported at the level of the top flanges of the beams. A/SC 341-E3-4c. 54. When the beam-to-column moment ratio calculated using Equation (E3-1) is less than or equal to 2 (column does not remain elastic), the followings shall apply: a) Column flanges shall be laterally braced at the levels of both the top and bottom beam flanges. Stability bracing shall be either direct by attaching the lateral bracing element to the column flange at or near the desired bracing point to resist lateral buckling or, alternatively shall be indirect by attached to column flanges, or rather act through the column web or stiffener plates. A/SC 341-E3 -4c(1). b) Each column-flange lateral brace shall be designed for a required strength that is equal to 2 percent of the available beam flange strength Fyb1tb1 (LRFD) or Fybytb1 /1.5 (ASD), as appropriate. A/SC 341-E3-4c(1). 55. Column members shall satisfy the requirements of AISC 341-D1 -1 for highly ductile members. The compressive axial strength and tensile strength as determined using the load combinations stipulated in the CBC including the amplified seismic load. A/SC 341-E3-5 and 01 -4a. 56. Beams shall be braced to satisfy the requirements for highly ductile members per AISC 341-D1 -2b: a) Both flanges of beams shall be laterally braced or the beam cross section shall be torsionally braced. b) The unbraced length between lateral supports shall not exceed 0.086 ryE!Fy for SMF. c) Lateral supports shall be provided near concentrated forces, changes in cross-section and other locations where analysis indicates that a plastic hinge will form during inelastic deformations. d) The required strength of lateral bracing shall be Mr = RyFyZ (LRFD) or Mr = RyFyZ/1.5 (ASD), and the required strength of lateral bracing of each flange provided adjacent to plastic hinges shall be at least; Pu = 0.06 RyFyZlh0 (LRFD) or Pa = (0.06/1.5) RyFyZ/h0 (ASD), and required stiffness shall meet the requirements of Appendix 6 of the AISC 360. A/SC 341-D1 -2c. e) The required strength of lateral bracing provided adjacent to plastic hinges for concrete encased composite beams shall be Pu= 0.06Mp,expfho. 57. The measured flexural resistance of the connection, determined at the column face, shall equal at least 0.80Mp of the connected beam at an interstory drift angle of 0.04radians. A/SC 341-E3 -6b. 58. The required shear strength, Vu, of the connection shall be based on load combinations per the CBC that include the amplified seismic load, where the amplified seismic load due to the effect of horizontal forces is Emh = 2(1.1 RyMp)/Lh. A/SC 341-E3 -6d. 59. The maximum inelastic response displacement, l:iM, of the frame shall not exceed (0.015)(0.020h) (0.025h), per ASCE 7, 12.12.1. 60. Additional corrections may be necessary once revised plans and corrections are submitted for review and approval. CARLSBAD PClS-0039 OCT.29,2015 • MISCELLANEOUS 61. To speed up the review process, note on this list where each correction item has been addressed on plans. The jurisdiction has contracted with EsGil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact ALI SADRE, S.E. at EsGil Corporation. Thank you. CARLSBAD PC15-0039 OCT.29,2015 [DO NOT PAY -THIS JS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PREPARED BY: ALI SADRE, S.E. BUILDING ADDRESS: 165 PINE AVENUE BUILDING OCCUPANCY: R3/U; V-B/SPR. BUILDING PORTION living garage roof deck balcony storage retaining walls Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: 0 Repetitive Fee 3 Repeats * Based on hourly rate Comments: 0 AREA Valuation ( Sq. Ft.) Multiplier 5535 917 756 132 194 500 5535 6646 By Ordinance Complete Review o Other Hourly El EsGil Fee PLAN CHECK NO.: PC15-0039 DATE: OCT. 29, 2015 Reg. VALUE ($) Mod. $1,160.001 o Structural Only 81 Hrs.@* ======$1=1=6-=o:o $928.001 Sheet 1 of 1 macvalue.doc + EsGil Corporation In <Partnersnip wit/i, (]overnment for (]Juifaing Safety DATE: AUG. 17,2015 JURISDICTION: CARLSBAD PLAN CHECK NO.: PC15-0039 PROJECT ADDRESS: 165 PINE AVENUE PROJECT NAME: DUPLEX FOR RASAK SET: I D APPLICANT D JURIS. D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D The plans transmitted herewith will substantially comply with the jurisdiction's 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. IZJ The check list transmitted herewith ·i·s for your information. The plans are being held at Esgil Corporation until corrected plans a·re submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. IZJ The applicant's copy of the check list has been sent to: BPAIA D EsGil Corporation staff did not advise the applicant that the plan check has been completed. IZJ EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: ABPA Telephone#: ~-?49 · Date contacted: fJ/21 (bv/ 4 Email: Krista@abpa-inc.com [Mail Telephone Fax In Person D REMARKS: By: ALI SADRE, S.E. Enclosures: EsGil Corporation D GA D EJ D MB D PC 8/10 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 CARLSBAD PC15-0039 ' AUG. 17, 2015 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: PC15-0039 JURISDICTION: CARLSBAD PROJECT ADDRESS: 165 PINE AVENUE FLOOR AREA: LIVING = 5,535 GARAGE= 917; ROOF DECK= 756 BALCONY= 132; STORAGE= 194; RETAINING WALLS= 500-S.F. REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 8/5 DATE INITIAL PLAN REVIEW COMPLETED: AUG. 17,2015 FOREWORD (PLEASE READ): STORIES: TWO+ BASEMENT HEIGHT: 24' DATE PLANS RECEIVED BY ESGIL CORPORATION: 8/10 PLAN REVIEWER: ALI SADRE, S.E. This plan review is limited to the technical requirements contained in the California version of the International Residential Code, International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that construction comply with the 2013 edition of the California Code of Regulations (Title 24), which adopts the following model codes: 2012 IRC, 2012 IBC, 2012 UPC, 2012 UMC and 2011 NEC. The above regulations apply, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2012 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. CARLSBAD PClS-0039 ANG. 17,2015 • PLANS 1. Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 2. A reminder that the revised plans & calculations are to be stamped and signed by the project architect and/ or engineer responsible for their preparation. (California Business and Professions Code). 3. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included." Section R106.2. Site fences, walls, gates, PV system. etc. List them all on TS. 4. On the cover sheet of plans, specify any items that will have a deferred submittal (stairs, fire sprinklers/alarms, etc.). Additionally, provide the following note on the plans: "Submittal documents for deferred submittal items shall be submitted to the registered design professional in responsible charge, who shall review them and forward them to the building official with a notation indicating that the deferred documents have been reviewed and that they have been found to be in general conformance with the design of the building. The deferred items shall NOT be installed until their design and documents have been approved by the building official." • FIRE PROTECTION 5. Show locations of permanently wired smoke alarms with battery backup, per Section R314: a) Inside each bedroom. This applies to the bonus room, which may be used as a bedroom. b) On each story, including basements. • NOTE: When more than one smoke alarm is required to be installed, the alarm devices shall be interconnected in such a manner that the actuation of one alarm will activate all. 6. Show the locations of permanently wired carbon monoxide alarms with battery backup, per Section R315: a) Outside each separate sleeping area in the immediate vicinity of the bedrooms. b) On each story, including basements. • NOTE: When more than one carbon monoxide alarm is required to be installed, the alarm devices shall be interconnected such that the actuation of one alarm will activate all. CARLSBAD PClS-0039 AUG. 17, 2015 • GENERAL 7. Sleeping rooms shall have a window or exterior door for emergency escape. Sec. R310: The following applies to the bonus room in the basement on A101: a) Windows must have an openable area of at least 5.7 square feet, with the minimum openable width 20" and the minimum openable height 24". b) The bottom of the clear opening shall not exceed 44" above the floor. Do not measure to the window sill. This generally applies to windows that have a height of 3' or less. c) The emergency door or window shall be openable from the inside to provide a full, clear opening without the use of any keys or tools. d) For egress openings at window wells, refer to Section R310.2 for requirements. 8. Basements shall comply with the above (even if not designated as sleeping rooms). Section R310.1. 9. Natural ventilation shall be provided for all habitable rooms, with the minimum openable area to the outdoors of 4% of the floor area being ventilated. Section R303.1. Please show how this is accomplished for the bonus room on A 101. 10. Openable windows shall be located a minimum of 1 O' from any plumbing vents, chimneys, etc. Section R303.5. Please note this on plans. 11. Wall assemblies separating units in a duplex shall be of one-hour fire resistive construction. Provide details of the assemblies. Section R302.3. Such wall assemblies shall extend to the underside of the roof sheathing, where applicable. 12. The supporting construction of fire-rated floor assemblies shall have an equal or greater fire-rating. Sec. R302.3.1. Please show details and references on plans. 13. Walls and floors separating units in a duplex shall have a sound transmission class (STC) of not less than 50. Additionally, floors must have an impact insulation class (IIC) rating of not less than 50. CBC Section 1207. Show the location of and provide details of the listed wall and floor/ceiling assemblies, and indicate the listing agency and listing number for the tested ratings. 14. For duplexes only: If the project is located in noise critical areas (CNEL contours of 60 dB) as shown on the City or County's General Plan, then an acoustical analysis showing that the proposed building has been designed to limit noise in habitable rooms to CNEL of forty-five dB is required. Where windows must be closed to comply, it is necessary to provide mechanical ventilation capable of providing at least two air changes per hour. Provide design. 15. For duplexes only: The Title Sheet or Site Plan should clearly indicate if any portion of the project is in a noise critical area (CNEL contours of 60 dB) as shown on the City or County's General Plan. If no portion of the project is within a noise critical area, provide a note on the Title Sheet stating: "This project is not within a noise critical area (CNEL contour of 60 dB) as shown on General Plan". CARLSBAD PClS-0039 AUG. 17, 2015 16. Provide a note on plans stating: "Penetrations of fire-resistive walls, floor-ceilings and roof-ceilings shall be protected as required in CRC Section R302.4." • STAIRWAYS/ RAILINGS 17. Guards (Section R312): a) Shall have a height of 42" (may be 34" along the sides of stairs). b) Openings between railings shall be less than 4". c) Shall be detailed to show capability to resist a concentrated load of 200 pounds in any direction along the top rail. Table R301.5. Please show details and references for all including glass railing with a safety factor of (4) for cantilevered glass. 18. Where a window sill is more than 6' above the finished grade, the lowest part of the window shall be at least 24" above the finished floor of the room. Glazing between the floor and a height of 24" shall be fixed or have openings such that a 4" sphere cannot pass through. Section R312.2. Show compliance for operable window panels on the 2nd & 3rd levels within 24" of floors; see elevation plans. 19. Handrails (Section R311.7.7): Please clarify 2''x3" handrail as per detail 42105: a) The handg rip portion of all handrails shall be not less than 1-¼" nor more than 2" in cross sectional dimension. See Section R311.7.8.3 for alternatives. b) Handrails projecting from walls shall have at least 1-½" between the wall and the handrail. c) Ends of handrails shall be returned or shall have rounded terminations or bends. • ROOFING 20. Specify min. ¼"/ft. deck slope for drainage on Sheet A 103. Section R905.9.1. 21. Specify roof material and application for all areas. Chapter 9: a) The roofing shall be a fire-retardant roof covering that is at least Class A. Section R902.1. 3. Citv Policy. 22. Specify on the plans the following information for the skylights, per Section R 106.1.1: See the skylight on A 103, in the master bathroom: a) Manufacturer's name and product name/number. b) ICC approval number, or equal. 23. Show location of attic access with a minimum size of 22"x30", unless the maximum vertical headroom height in the attic is less than 30". Access must be provided to each separated attic area (if over 30 sq. ft.), shall be located in a hallway or other readily accessible location and 30" headroom clearance is required above the opening. Section R807.1. 24. Please label the door adjacent o door #218, on Sheet A 102, in the dining room. Similarly, for that on Sheet A 103. 25. The location of door #106 should bonus room on door schedule, Sheet A304, as per A101. CARLSBAD PClS-0039 AUG. 17, 2015 26. Provide detailing on the plans to show veneer attachment to the stud walls, in accordance with the provisions of Section R703.7. 27. Please note on Sheet TS that a shoring permit is required for this project. 28. Please specify on plans that the adjacent property owner(s) affected by the shoring work will be notified as per Section 3307 .1. • STRUCTURAL 29. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: a) The building pad was prepared in accordance with the soils report, b) The utility trenches have been properly backfilled and compacted, and c) The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report." 30. Provide a letter from the soils engineer confirming that the foundation/ grading plans have been reviewed and it has been determined that the soils report recommendations are properly incorporated into the plans. 31. Note on plans that surface water will drain away from building. The grade shall fall a minimum of 6" within the first 1 0'. Section R401.3. 32. The plans shall indicate that special inspection will be provided for the following work. (CBC Chapter 17 and Section 107.2) a) Steel construction. Special inspections for steel elements should be provided in accordance with Section 1705.2. b) Welding. Welding inspection should be provided in accordance with Section 1705.2. c) High-strength bolts. Periodic inspection should be provided for installation of high- strength bolts in accordance with AISC specifications. Section 1705.2 d) Concrete construction. Special inspections and verifications should be provided in accordance with Section 1705.3. e) Masonry construction. Special inspection should be provided for all masonry construction in accordance with Section 1705.4. f) Epoxy Anchors. Periodic special inspection should be provided for anchors installed in hardened concrete. Section 1705.3. g) Soils. Special inspection should be provided for placement of fill 12 inches or more deep in accordance with Section 1705.6. 33. The City Policy requires that their Special Inspection Form be completed for the items requiring Special Inspection. This Form is available at the Building Depart. 34. Details 2, 3 & 4/S1, as presented are not legible. For all the missing information on each detail, refer to other details for the relevant information. [I.e., dimensions & reinforcing for the footing-key, etc.]. CARLSBAD PClS-0039 AUG. 17,2015 35. Please clarify both pads #1 & #2 as referenced to grid point D-6, on Sheet S-1. 36. Please show slab thickness & reinforcement (E.W.) for all areas. 37. Please clarify HSS8x8 as pointed to the pad (instead of the column) by grid point D-6, on Sheet S-1. 38. Please provide WF-beam to column connection details & references on plans, i.e., as per Sheet S-3, by gridline B, etc. 39. Please show WF-beam to nailer plate connection details & references to relevant details on plans, including stud size and spacing, nailer plate size, etc. 40. On Sheet S-1, at gridline "G", please specify the span of W12x and show the supports for it with their connection details and references at each end. 41. On Sheet S-2, near grid point D-6, please specify if both 1.75"x & 2.625"x , are being sistered together, or if they are @ 6"o.c. 42. Please reflect two continuous (side-by-side footings), on detail F/S-5, as referenced near gridlines C.8 & D, on Sheet S-1. 43. Please show complete steel stair framing plans and calculations. Alternatively, add this to the list of deferred items on the cover sheet of the plans. 44. Please provide a section through the elevator detailing its foundation, walls & roof framing, etc. 45. Please label the retaining walls on Sheet S-1 all around to match the details provided as well as the architectural plans. 46. Please show connection details & references on plans for all restraining/ retaining walls including slab, raised floor framing, site walls/basement walls, etc. [All condition needs to be covered with framing parallel/perpendicular to walls]. • ELECTRICAL 47. Include the following electrical notes on plans: a) Tamper resistant receptacles for all locations. NEC 210.52. b) Weather resistant type for receptacles installed in damp or wet locations (outside). c) Arc-fault protection for all outlets (not just receptacles) located in rooms described in NEC 210.S(A): Family, living, bedrooms, dining, halls, etc. 48. Per CEC Art. 210.11 (C)3, note on plans that bathroom circuiting shall be either: a) A 20 ampere circuit dedicated to each bathroom, or b) At least one 20 ampere circuit supplying only bathroom receptacle outlets. 49. The 2nd level balcony needs a GFCI/ WP outlet. CEC 210.52(E). CARLSBAD PClS-0039 AUG. 17, 2015 • MECHANICAL 50. Specify the following information for fireplaces on Sheets A 102, A 103 & A 104: a) Manufacturer's name/model number and ICC approval number, or equal. b) Show the height of the factory-built chimney above the roof and the horizontal clearances per listing approval. Chimneys shall extend at least 3' above the highest point where it passes through a roof and at least 2' higher than any portion of a building within a horizontal distance of 10'. CMC Section 802.5.4. c) Note on plans that spark arrestors shall be installed on chimneys. CRC Section R1003.9. d) Decorative shrouds shall not be installed at the termination of chimneys for factory-built fireplaces, except where such shrouds are listed and labeled for use with the specific system and installed in accordance with the manufacturer's installation instructions. Section R1004.3. • PLUMBING 51. Dimension on plans the 30" clear width required for water closet compartments. 52. CPC 402.5. • ENERGY CONSERVATION Prior to the initial plan submittal, the energy design was required to be registered with the appropriate HERS provider data registry. Before the next plan review, please register the energy design & resubmit plans with completed forms showing the registration number. CalCERTS is the only current registry: https://www.calcerts.com • MISCELLANEOUS 53. Provide a note on plans stating: "New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast in color to background. Numbers shall be a minimum of 4" high with a min stroke width of½ inch." CFC Section 505.1. 54. To speed up the review process, note on this list where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 55. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Indicate: Yes CJ No CJ 56. The jurisdiction has contracted with EsGil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact ALI SADRE, S.E. at EsGil Corporation. Thank you. CARLSBAD PC15-0039 ~ AUO. 17, 2015 [DO NOT PAY-THIS JS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PREPARED BY: ALI SADRE, S.E. BUILDING ADDRESS: 165 PINE AVENUE BUILDING OCCUPANCY: R3/U; V-B/SPR. PLAN CHECK NO.: PC15-0039 DATE: AUG. 17,2015 BUILDING PORTION living garage roof deck balcony storage retaining walls Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code cb Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: D Repetitive Fee 3 Repeats AREA Valuation Reg. VALUE ( Sq. Ft.) Multiplier Mod. 5535 132.05 917 34.45 756 18.66 132 18.66 194 34.45 500 22.96 5535 5.02 6646 3.73 By Ordinance ... , Complete Review o Structural Only D Other 0 Hourly EsGil Fee ------11Hr.@ • ($) 730,897 31,591 14,107 2,463 6,683 11,480 27,786 24,790 849,796 $3,087.261 $2,006.721 $1,728.871 Comments: In addition to the above fee, an additional fee of $86 is due (1-hour@ $86/hr.) for the CalGreen review. Sheet 1 of 1 macvalue.doc + Ci'f;yof Carlsbad PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 03-11-2016 PROJECT NAME: 165 PINE AVENUE PROJECT ID:CDP 15-10 APN: 204-123-01 PLAN CHECK NO: PC 15-39 SET#: 4 ADDRESS: 165 PINE AVE. VALUATION: SCOPE OF WORK: DEMO EXISTING 2 UNITS AND REPLACE WITH 2 UNIT CONDOS. D I. __ This plan check review is complete and has been APPROVED by: LAND DEVELOPMENT ENGINEERING DIVISION Final Inspection by Construction Management & Inspection Division is required: r--. . Yes iX: No I ' • HNW" , >- This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: KRISTA@ABPA-INC.COM To determine status by one of the divisions listed below, please contact 760-602-2719. . i:4~l(lJl.© ·-~YOO@· Chris Sexton 760-602-4624 -LAND P:EVELOPMENT .. 760-602-i75() .. !7 Greg Ryan ; _____ ,! 760-602-4663 Chris.Sexton@carlsbadca.gov Chris Glassen 760-602-2784 Christopher.Glassen@carlsbadca.gov Gregory.Ryan@carlsbadca.gov 1 ···-·1 Gina Ruiz ! ' c .. ,_) 760-602-4675 Gina.Ruiz@carlsbadca.gov j~j Remarks: Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov ValRay Nelson 760-602-27 41 ValRay.Marshall@carlsbadca.gov Cindy Wong 760-602-4662 Cynthia.Wong@carlsbadca.gov Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov J CITY OF CARLSBAD GRADIN.G INSPECTION CHECKLIST """ .. ----·---\ FOR PARTIAL SITE RELEASE . \ I . t PROJECT INSPECTOR~. J'1.C:~\Jlt.QOON DAT'E: RJ3, l] -2Q)~,~23 . ~ n ~ 1 . , \~ c ~~-; :i ~ PROJECT ID SUP'--ts-b~. ~ .q-ze-ct iA GRADING PERMIT N'O. JS-3~~ .,, ~ ~ \gc ·--:: ~~-.e:z =--· e .... ~ LOTS REQUESTED FOR RELEASE:_I_L._s._-_n_s~. _. ,::,_·. _)}\_:'£~. _-...A__,..~_E: ____ """'"": ~ g ~ ~ -~ N/A;::: NOT APPLICABLE l ~ rF ·"'"'° b ,.,; 1 "If= COMPLETE \-.~-en , l 0 = Incomplete or unacceptable ' · ~ t . -:-~ .._,,,-,..,-~,..,._.. 1st 2nd. v' 1. Site access to requested lot$ adequate and logicaUy grouped. 2. Sit$ erosion control measures adequate including basins and lined / ditches installed. v" -3. Overall site adequate for health~ safety and welfare of public. 4. Letter·from Owner/Dev. requesting partial release of specific lots, pads / or bldg . . ,.,J tA 5. 8½" x 1111• site pfan {attachment) showing reque.sted lots submitted. / 6. Compaction report from soils engineer submitted. 7. EOW ·certification of work done with finish pad elevations of specific lots / to be released'. · 8. Geolog1c engineer's letter if unusual' geologic or subs1,1rface conditions iiv1' exist. . 9. Fully·functional fire hydrants within 350 feet of building combustibl~$ ,v and an all weather roads access to site is re.qu'ired. ,/ 1.0. Retaining wails installed. I[) 1'1. Adequate progress on installation of slope -irrigation and landscape. I'.'{"") 12. Mini.mum 2Q'· wide all weather road. · v"' 1 3. Sewer installed and available for use. .. , r:-J./ Parti~I :elease of grading for the,_a~ove stat~d !ots !s ap~roved forthe-purp.~se of building . L'.:J permit issuance. Issuance of bulf dmg permits 1s still sub1ect to all normal City requirements required pursuant to the building permit process. D: Partial release -of the ~ite is: denied for the following reasons: 0,3---l1-2<al .& Date Date Partial S.ite Rel Checklist-UPbATED 11/2015 I l I i l t I ! ! \ l f l l iWof Carlsbad PLAN CHECK REVIEW TRANSMITTAL DATE: 03-11-2016 PROJECT NAME: 165 PINE AVENUE Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov PROJECT ID:CDP 15-10 PLAN CHECK NO: PC 15-39 SET#: 4 ADDRESS: 165 PINE AVE. APN: 204-123-01 VALUATION: SCOPE OF WORK: DEMO EXISTING 2 UNITS AND REPLACE WITH 2 UNIT CONDOS. D This plan check review is complete and has been APPROVED by: LAND DEVELOPMENT ENGINEERING DIVISION Final Inspection by Construction Management & Inspection Division is required: Yes ci~ No r-_·. This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: KRISTA@ABPA-INC.COM To determine status by one of the divisions listed below, please contact 760-602-2719. Chris Sexton 760-602-4624 Chris.Sexton@carlsbadca.gov ! ---! Gina Ruiz l _ _l 760-602-4675 Gina.Ruiz@carlsbadca.gov ! I , t___' Remarks: \,,LAND DEVELOPM'ENT' 7~0-6Q2-2:j'50, _ - Chris Glassen 760-602-2784 Christopher.Glassen@carlsbadca.gov Linda Ontiveros 760-602-2773 Li nda.Ontiveros@carlsbadca.gov ValRay Nelson 760-602-27 41 ValRay.Marshall@carlsbadca.gov ~-~~- ' '. • t~tt;'l;l:fs]\¥ill1ih~~- ' ' ,, '5~"-<"K~~ '::--.. r-i L , Greg Ryan ___ ; 760-602-4663 Gregory.Ryan@carlsbadca.gov ,-_ Cindy Wong ,_! 760-602-4662 Cynthia.Wong@carlsbadca.gov Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov 165 PINE AVENUE PLAN CHECK NO# PC 15-39 Please Read Instructions: Outstanding issues are marked.'!Y.f th !XJ Items that conform to permit requirements are marked with'.:/.; or have intentionally been left blank. SHOWN ON SIGNED APPROVED GRADING PLANS 1. SITE PLAN Provide a fully dimensioned site plan drawn to scale. Show: D D North arrow D CJ Driveway widths D O Existing & proposed structures D D Existing or proposed sewer lateral D D Existing street improvements D D Existing or proposed water service D D Property lines (show all dimensions) D m Submit on signed approved plans: D D Easements DWG No. DWG 488-9A D D Right-of-way width & adjacent streets Show on site plan: D LJ Drainage patterns and proposed site elevations. Show all high points. D D Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. D LJADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building". D D Existing & proposed slopes and topography D LJSize, location, alignment of existing or proposed sewer and water service(s) that serves the project. Each unit requires a separate service; however, second dwelling units and apartment complexes are an exception. D CJ Sewer and water laterals should not be located within proposed driveways, per standards. Include on title sheet: D [ZJ Site address D [ZJ Assessor's parcel number CJ [Z] Legal description/lot number D D For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. D D Show all existing use of SF and new proposed use of SF. Example: Tenant improvement for 3500 SF of warehouse to 3500 SF of office. Lot/Map No.: MAP #1681 Subdivision/Tract: THUMB LANDS Reference No(s): MS 15-03 E-36 Page 2 of6 REV 6/01/12 165 PINE AVENUE PLAN CHECK NO# PC 15-39 N/A SHOWN ON GRADING PLANS E-36 2. DISCRETIONARY APPROVAL COMPLIANCE [:J [L] Project does not comply with the following engineering conditions of approval for project no.: **ALL CONDITIONS TO BE MET** PUD 15-05 CDP 15-10 3. DEDICATION REQUIREMENTS D D Dedication for all street rights-of-way adjacent to the building site and any storm drain or utility easements on the building· site is required for all new buildings and for remodels with a value at or exceeding $ 24 000.00 , pursuant to Carlsbad Municipal Code Section 18.40.030. D Dedication required as follows: 4. IMPROVEMENT REQUIREMENTS D DAIi needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $120,000.00, pursuant to Carlsbad Municipal Code Section 18.40.040. D D Public improvements required as follows: D D Construction of the public . improvements must be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current.grant deed on the property and processing fee, so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the city prior to issuance of a building permit. D LJ Future public improvements required as follows: Page 3 of6 REV6/01/12 165 PINE AVENUE PLAN CHECK NO# PC 15-39 GR 15-36 E-36 5. GRADING PERMIT REQUIREMENTS The conditions that require a grading permit are found in Section 15.16 of the Municipal Code. CJ Olnadequate information available on site plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill, import, export and remedial). This information must be included on the plans. If no grading is proposed write: "NO GRADING" CJ [ZJ Grading Permit required. NOTE: The grading permit must be issued and rough grading approval obtained prior to issuance of a building permit. CR] CJ Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) All required documentation must be provided to your Engineering Construction Inspector JOE MCMAHON The inspector will then provide the engineering counter with a release for the building permit. D CJ No grading permit required. CJ CJ Minor Grading Permit required. See additional comments for project-specific requirements. 6. MISCELLANEOUS PERMITS CJ QRIGHT-OF-WAY PERMIT is required to do work in city right-of-way and/or private work adjacent to the public right-of-way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. CJ D Right-of-way permit required for: NOTE: ANY WORK BEING DONE IN THE PUBLIC'S RIGHT-OF-WAY REQUIRES R.O.W. PERMIT. Page4 of6 REV 6/01/12 165 PINE AVENUE PLAN CHECK NO# PC 15-39 7. STORM WATER SW 15-406 FOR REFERENCE E-36 Construction Compliance D [Z] Project Threat Assessment Form complete. D D Enclosed Project Threat Assessment Form incomplete. D [Z] Requires Tier 1 Storm Water Pollution Prevention Plan (E-29). Please complete attached form and return (SWlS-304 ) D D Requires Tier 2 Storm Water Pollution Prevention Plan. Requires submittal of Tier 2 SWPPP, payment of processing fee and review by city. Post-Development {SUSMP) Compliance D m Storm Water Standards Questionnaire. D CJ Project is subject to Standard Storm Water Requirements. See city Standard Urban Storm Water Management Plan (SUSMP) for reference. D D Indicate areas of impervious surfaces (patios.walkway, etc.) and pervious areas (landscaping). 1 l [Z] Project needs to incorporate low impact development strategies throughout in one or more of the following ways: D Rainwater harvesting (rain barrels or cistern) D Vegetated Roof D Bio-retentions cell/rain garden W Pervious pavement/pavers D Flow-through planter/vegetated or rock drip line D Vegetated swales-or rock infiltration swales D Downspouts disconnect and discharge over landscape D Other: Page 5 of 6 REV 6/01/12 165 PINE AVENUE PLAN CHECK NO# PC 15-39 8. WATER METER REVIEW Domestic (potable) Use (2) 1" METERS O [2J What size meter is required? AND (1) 3/4" D [m] Where a residential unit is required to have an automatic fire extinguishing system, the minimum meter size shall be a 1" meter. IRRIGATION NOTE: the connection fee, SDCWA system capacity charge and the METER, CREDIT water treatment capacity charge will be based on the size of the meter GIVEN FOR EXTD fr-vi7 necessary to meet the water use requirements. ifY!.J For residential units the minimum size meter shall be 5/8", except where PAID ON SEC 15-406 9. FEES om om 0[7 DD the residential unit is larger than 3,500 square feet or on a lot larger than one quarter (1/4) acre where the meter size shall be¾". Required fees have been entered in building permit. Drainage fee applicable Added square feet Added square footage in last two years? Dyes D no Permit No. Permit No. Project built after 1980 Dyes [] no Impervious surface > 50% Dyes D no Impact unconstructed facility Dyes D no Fire sprinklers required [llyes Ono (is addition over 150' from center line) Upgrade D yes Ono No fees required 10. ADDITIONAL COMMENTS Attachments: n Engineering Application LJ Storm Water Form L_ ', Right-of-Way Application/Info. c=: Reference Documents E-36 Page 6 of 6 REV 6/01/12 *** Fee Calculation Worksheet *** ENGINEERING DIVISION 204-123-01-00 Prepared by: CG Address: 165 PINE AVE. Fees Update by: Date: 1/14/15 GEO DATA: LFMZ: / B& T: Bldg. Permit#: Date: Fees Update by: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: Sq.Ft./Units Types of Use: Sq.Ft./Units Types of Use: Sq.Ft./Units Types of Use: Sq.Ft./Units ADT CALCULATIONS: List types and square footages for all uses. Types of Use: Sq.Ft./Units Types of Use: Types of Use: Types of Use: FEES REQUIRED: Sq.Ft./Units Sq.Ft./Units Sq.Ft/Units EDU's: EDU's: EDU's: EDU's: ADT's: ADT's: ADT's: ADT's: Date: Within CFD:OYES (no bridge & thoroughfare fee in District #1, reduces Traffic Impact Fee) ONO 1. PARK-IN-LIEU FEE:ONW QUADRANT ONE QUADRANT OSE QUADRANT OW QUADRANT ADT'S/UNITS: I X FEE/ADT: I =$ 2.TRAFFIC IMPACT FEE: ADT'S/UNITS: I X FEE/ADT: I=$ 3. BRIDGE & THOROUGHFARE FEE: ODIST.#1 ODIST.#2 []DIST.#3 (USE SANDAG)ADT'S/UNITS I X FEE/ADT: I=$ 4. FACILITIES MANAGEMENT FEE ZONE: ADT'S/UNITS: I X FEE/SQ.FT.JUN IT: I=$ 5. SEWER FEE EDU's IX FEE/EDU: I=$ BENEFIT AREA: 1x FEE/EDU: EDU's 6. DRAINAGE FEES: PLDA: OHIGH I=$ DMEDIUM 0LOW ACRES: 7. POTABLE WATER FEES: UNITS CODE 2 FS1 1x FEE/AC: I=$ CONN. FEE METER FEE SDCWAFEE $3,934EJb $356EA $4,963Ed ***This may not represent a comprehensive list of fees due for this project. TOTAL $9,253'9 Please contact the Building division at (760) 602-2719 for a complete listing of fees*** (Ci!Yof Carlsbad PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 02-03-2016 PROJECT NAME: 165 PINE AVENUE PROJECT ID:CDP 15-10 APN: 204-123-01 PLAN CHECK NO: PC 15-39 SET#: 3 ADDRESS: 165 PINE AVE. VALUATION: SCOPE OF WORK: DEMO EXISTING 2 UNITS AND REPLACE WITH 2 UNIT CONDOS. D This plan check review is complete and has been APPROVED by: LAND DEVELOPMENT ENGINEERING DIVISION Final Inspection by Construction Management & Inspection Division is required: Yes t~:: No L~-1 This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: KRISTA@ABPA-INC.COM To determine status by one of the divisions listed below, please contact 760-602-2719. ff:UiA'Rfi:IRIB . · · .. · v~~Yu.@ .. r--1 Chris Sexton I_; 760-602-4624 Chris.Sexton@carlsbadca.gov r·---, Gina Ruiz i_, 760-602-4675 Gina.Ruiz@carlsbadca.gov Remarks: , , ~ND DEVELOPMENT .. : 76()-C,02-2150 · Chris Glassen 760-602-2784 Christopher.Glassen@carlsbadca.gov Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov ValRay Nelson 760-602-27 41 ValRay.Marshall@carlsbadca.gov -~ t~rrt~5. l~::iff@IfulID~ .. ·. · Greg Ryan 760-602-4663 Gregory.Ryan@carlsbadca.gov Cindy Wong 760-602-4662 Cynthia.Wong@carlsbadca.gov Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov 165 PINE AVENUE PLAN CHECK NO# PC 15-39 ~ z~ - "'<Blease, R:eacl,, i..;]I1st11uetions:0 " Outstanding issues are marked _-i-vith ~J . Items that conform to permit requirements are marked with; .{J or have intentionally been left blank. ~-...... ~ SHOWN ON SIGNED APPROVED GRADING PLANS 1. SITE PLAN Provide a fully dimensioned site plan drawn to scale. D D North arrow D D Existing & proposed structures D D Existing street improvements D D Property lines (show all dimensions) D D Easements D D Right-of-way width & adjacent streets Show on site plan: Show: CJ D Driveway widths CJ D Existing or proposed sewer lateral CJ CJ Existing or proposed water service D m Submit on signed approved plans: DWG No. DWG 488-9A D D D Drainage patterns and proposed site elevations. Show all high points. D D D D Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. DADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building". D Existing & proposed slopes and topography Osize, location, alignment of existing or proposed sewer and water service(s) that serves the project. Each unit requires a separate service; however, second dwelling units and apartment complexes are an exception. LJ CJ Sewer and water laterals should not be located within proposed driveways, per standards. Include on title sheet: D [Z] Site address CJ [ZJ Assessor's parcel number D IT] Legal description/lot number C] D For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. D D Show all existing use of SF and new proposed use of SF. Example: . Tenant improvement for 3500 SF of warehouse to 3500 SF of office. Lot/Map No.: MAP #1681 Subdivision/Tract: THUMB LANDS Reference No(s): E-36 Page 2 of6 REV 6/01/12 " 165 PINE AVENUE PLAN CHECK NO# PC 15-39 N/A SHOWN ON GRADING PLANS E-36 2. DISCRETIONARY APPROVAL COMPLIANCE CJ [ZJ Project does not comply with the following engineering conditions of approval for project no.: **ALL CONDITIONS TO BE MET** PUD 15-05 CDP 15-10 3. DEDICATION REQUIREMENTS D D Dedication for all street rights-of-way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding$ 24,000.00 , pursuant to Carlsbad Municipal Code Section 18.40.030. D Dedication required as follows: 4. IMPROVEMENT REQUIREMENTS D DAIi needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $120,000.00, pursuant to Carlsbad Municipal Code Section 18.40.040. D D Public improvements required as follows: D [7 Construction of the public improvements must be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee, so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the city prior to issuance of a building permit. D CJ Future public improvements required as follows: Page3 of6 REV6/01/12 , 165 PINE AVENUE PLAN CHECK NO# PC 15-39 GR 15-36 E-36 5. GRADING PERMIT REQUIREMENTS The conditions that require a grading permit are found in Section 15.16 of the Municipal Code. I--7 Olnadequate information available on site plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill, import, export and remedial). This information must be included on the plans. If no grading is proposed write: "NO GRADING" D m Grading Permit required. NOTE: The grading permit must be issued and rough grading approval obtained prior to issuance of a building permit. IX] D Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) All required documentation must be provided to your Engineering Construction Inspector JOE MCMAHON The inspector will then provide the engineering counter with a release for the building permit. D D No grading permit required. CJ D Minor Grading Permit required. See additional comments for project-specific requirements. 6. MISCELLANEOUS PERMITS D QRIGHT-OF-WAY PERMIT is required to do work in city right-of-way and/or private work adjacent to the public right-of-way. Types of work include, but are not limited to: street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. D D Right-of-way permit required for: NOTE: ANY WORK BEING DONE IN THE PUBLIC'S RIGHT-OF-WAY REQUIRES R.O.W. PERMIT. Page4of6 REV 6/01/12 ' 165 PINE AVENUE PLAN CHECK NO# PC 15-39 7. STORM WATER SW 15-406 FOR REFERENCE E-36 Construction Compliance D [lJ Project Threat Assessment Form complete. C D Enclosed Project Threat Assessment Form incomplete. 0 [ZJ Requires Tier 1 Storm Water Pollution Prevention Plan (E-29). Please complete attached form and return (SWlS-304 ) D D Requires Tier 2 Storm Water Pollution Prevention Plan. Requires submittal of Tier 2 SWPPP, payment of processing fee and review by city. Post-Development {SUSMP) Compliance D [ZJ Storm Water Standards Questionnaire. D D Project is subject to Standard Storm Water Requirements. See city Standard Urban Storm Water Management Plan (SUSMP) for reference. D D Indicate areas of impervious surfaces (patios.walkway, etc.) and pervious areas (landscaping). D [ZJ Project needs to incorporate low impact development strategies throughout in one or more of the following ways: D Rainwater harvesting (rain barrels or cistern) D Vegetated Roof D Bio-retentions cell/rain garden [Z] Pervious pavement/pavers D Flow-through planter/vegetated or rock drip line D Vegetated swales or rock infiltration swales D Downspouts disconnect and discharge over landscape D Other: Page 5 of6 REV 6/01/12 ~165 PINE AVENUE PLAN CHECK NO# PC 15-39 8. WATER METER REVIEW Domestic (potable) Use (2) 1,. METERS D [ZJ What size meter is required? AND (1) 3/4" D !FYI l Where a residential unit is required to have an automatic fire extinguishing system, the minimum meter size· shall be a 1" meter. IRRIGATION NOTE: the connection fee, SDCWA system capacity charge and the METER, CREDIT water treatment capacity charge will be based on the size of the meter GIVEN FOR EXTD fEvi7 necessary to meet the water use requirements. tfX!..J For residential units the minimum size meter shall be 5/8", except where PAID ON SEC 15-406 9. FEES om D [ZJ D D D D the residential unit is larger than 3,500 square feet or on a lot larger than one quarter (1/4) acre where the meter size shall be¾". Required fees have been entered in building permit. Drainage fee applicable Added square feet Added square footage in last two years? Dyes Ono Permit No. Permit No. Project built after 1980 Dyes Ono Impervious surface > 50% Dyes Ono Impact unconstructed facility Dyes Ono Fire sprinklers required [Z!yes D no (is addition over 150' from center line) Upgrade Dyes Ono No fees required 10. ADDITIONAL COMMENTS Attachments: L I Engineering Application Cl Storm Water Form Right-of-Way Application/Info. L, _, Reference Documents E-36 Page 6 of6 REV 6/01/12 .. *** Fee Calculation Worksheet *** ENGINEERING DIVISION 204-123-01-00 Prepared by: CG Address: 165 PINE AVE. Fees Update by: Date: 1/14/15 . GEO DATA: LFMZ: / B& T: Bldg. Permit#: Date: Fees Update by: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: Sq.Ft./Units Types of Use: Sq.Ft./Units Types of Use: Sq.Ft./Units Types of Use: Sq.Ft./Units ADT CALCULATIONS: List types and square footages for all uses. Types of Use: Sq.Ft./Units Types of Use: Types of Use: Types of Use: FEES REQUIRED: Sq.Ft./Units Sq.Ft./Units Sq.Ft./Units EDU's: EDU's: EDU's: EDU's: ADT's: ADT's: ADT's: ADT's: Date: Within CFO: DYES (no brid~e & thoroughfare fee in District #1, reduces Traffic Impact Fee) D NO 1. PARK-IN-LIEU FEE: ONW QUADRANT ONE QUADRANT OSE QUADRANT OW QUADRANT ADT'S/UNITS: I X FEE/ADT: I =$ 2.TRAFFIC IMPACT FEE: ADT'S/UNITS: I X 3. BRIDGE & THOROUGHFARE FEE: (USE SANDAG)ADT'S/UNITS 4. FACILITIES MANAGEMENT FEE ADT'S/UNITS: 5. SEWER FEE EDU's BENEFIT AREA: 1x 1x 1x 1x FEE/ADT: ODIST.#1 FEE/ADT: ZONE: FEE/SQ.FT./UNIT: FEE/EDU: FEE/EDU: I=$ ODIST.#2 I=$ ODIST.#3 EDU's 6. DRAINAGE FEES: PLDA: DHIGH I=$ I=$ I=$ DMEDIUM 0LOW ACRES: 7. POTABLE WATER FEES: UNITS CODE 2 FS1 1x FEE/AC: I=$ CONN. FEE· METER FEE SDCWA FEE $3,934EJb $356EA $4,963Ed ***This may not represent a comprehensive list of fees due for this project. TOTAL $9,2531g Please contact the Building division at (760) 602-2719 for a complete listing of fees*** . Ci!Jrof Carlsbad- PLAN CHECK REVIEW TRANSMITTAL DATE: 01-14-2016 PROJECT NAME: 165 PINE AVENUE Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov PROJECT ID:CDP 15-10 PLAN CHECK NO: PC 15-39 SET#: 3 ADDRESS: 165 PINE AVE. APN: 204-123-01 VALUATION: SCOPE OF WORK: DEMO EXISTING 2 UNITS AND REPLACE WITH 2 UNIT CONDOS. D This plan check review is complete and has been APPROVED by: LAND DEVELOPMENT ENGINEERING DIVISION Final Inspection by Construction Management & Inspection Division is required: Yes~ No [)ii@ This plan check review is NOT COMPLIITE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: KRISTA@ABPA-INC.COM To determine status by one of the divisions listed below, please contact 760-602-2719. ~ItI~ . l · ·.· ' '\ • ' ,' '~!tf{it?:'4'~}(~ ' (\,,,,,_ ., :• .;:.: .... , -~, Chris Sexton LJ 760-602-4624 Chris.Sexton@carlsbadca.gov j"--! Gina Ruiz i,_, 760-602-4675 Gina.Ruiz@carlsbadca.gov Remarks: • l • • ·. :: LAND DEVELOPMENT• ... 1e~eo2;.2:tso · · Chris Glassen 760-602-2784 Linda Ontiveros 760-602-2773 ValRay Nelson 760-602-27 41 ValRay.Marshall@carlsbadca.gov . @lff~ JPt~M3IiDl@Rl ·· . '~~~ .· Greg Ryan 760-602-4663 Gregory.Ryan@carlsbadca.gov !--· l Cindy Wong l_i 760-602-4662 Cynthia.Wong@carlsbadca.gov Domfnic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov · 165 P.INE AVEl\!UE-,PLAN CHECI< NO# PC 15-39 Please Read Instructions: Outstanding issues are marked with . Items that conform to permit requirements ,we marked with [Z] or have intentionally been left .blank. MUST SLIP SHEET'.IN•TO' au1~DING SET t. SITE. PLAN 'Pr9vide ~ fully dimensioned site plan dr.aw!l to ~cale. CJ D North arrow · D Cl Existing & proposed str~9tar$s D · · D E?<isting ·street i(nprovements · 0 D Property. lin$s (show.all dimensions) · D Ei:isemerits· · · : D Right-of-wa~twidth &.adjacent streets .· ~hovv on site plan: Show: D CJ Driveway,~fdths .D D Existing·or-propbse<;l·sewer lateral D CJ Existirigor.proposedwater service [&] CJ Submit on.sighed approved plans: DWG No . .DWG 488-9A :0 ·-0 braiflage patterns arid proposed site elevations .. Show all high points. ·D D Builpfng pad surfa_ce1drainage mustmaintain a minimum slope of one percenttoward~ ~m adjoining ·· · · street or an approved drainage course. . D QADO THE FOl:.L:OWll\iG'.NOTE: "Finish grade-will provide a minimum positive drainage of~% to swale · · 5' away ,from building". : · D :CJ-Existing & proposed.slopes.and topography cJ · Osize, loci:itiob, alignment of existing or proposed sewer and water service(s) that serves-the project · · Each a nit requires a sep~rate service; however, ·second dwelling units and apartment complexes are an · exception. · D . D Sewer Eln.d water laterals shoulp ricit be located· within proposed driveways, per standards. Include ~>n title she~t: D [ZJ Site adaress D ~ Assessor's ·p~rQel. num.ber. D . [ZJ Legal d~scription/lot number. D . D Fbr cornmer:cialliridustrial buildi~~s a'od tenant improvement projects, include: total building · . 1 · square footage with the squ$re footc1ge for each different use, existing· sewer permits showing·.sqi.lare footage of 9ifferel')t: Ll,~es (m~nufacturing, warehouse, .office, etc.) .previously approvec:I. · ·o Q· Show all existing use of SF and -new· proposed use of SF~ ·. Example: . . . . . . . . . . .. Te11ant improvement,f9r 3500 SF 6f warehous(;! to. 35.00 SF of office.· Lot/Map No.: MAP #1681 Subdivisibnffratt:TH U ivl B-LANDS Reference No(s): E-39 REVS/01/.12· 165 PINE AVENUE PLAN CHECK NO# PC 15-39 N/A SHOWN ON GRADING PLANS E-36 2. DISCRETIONARY APPROVAL COMPLIANCE CJ [ZJ Project does not comply with the following engineering conditions of approval for project no.: **ALL CONDITIONS TO BE MET** PUD 15-05 CDP 15-10 3. DEDICATION REQUIREMENTS D D Dedication for all street rights-of-way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding$ 24,000,00 , pursuant to Carlsbad Municipal Code Section 18.40.030. D D Dedication required as follows: 4. IMPROVEMENT REQUIREMENTS D DAIi needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $120,000.00, pursuant to Carlsbad Municipal Code Section 18.40.040. D D Public improvements required as follows: D CJ Construction of the public improvements must be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee, so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the city prior to issuance of a building permit. D D Future public improvements required as follows: Page 3 of 6 REVS/01/12 ~65 PINE AVENUE Ec36 .. 5. GRADING PERMIT REQUIREMENTS ' -' The conditions that require a gn,1ding permit are found in Section 15.16 'Of the Municipal Code. DT:Jlnad~quat~ .information available on site plan to make a determination on grading requirements. Include acqurat~ grading quantities in cubic yar.c;ls {cut, fill, import, export and remE;idic:11). This infQrmation must be: included on the 'plans. If no grc~ding is proposei:t write: "NO GRADING" D CZJ.Gradir;g Permit required. NOTE: The gradi~g permit must be issued and rough grading · approval obtained prior to issuance .of a .building. permit. CZ] D Grad¢d Pad Certificc:1tion r~quired. (Note: Pad certification may be required. even if a .grading · · permit is ,not required.) All required, d9cumentation must 'be provkjed to your Engineering :Construction ln$pe9tor the inspector willthen provide the engineering counter with 'a release for the building permit. O: D No grading permit requirE;ld'. D D Minor Grading Permlt required .. ·See additional .comments for, projeckspeeific requirements. 6. MISCELLANEOUS .PERMiTS O ORIGH:r'-0F-WAY PE~IVIIT Js required to do work in city right-of-way anc;l/or ;private work . · · adjaeent to the ·public right-of-way. Types of work include, put are .not .limited to: street improvement~ • .tree 'trimm'ing, driveway construction, tying ·into public storm drain, sewer and water utilities . .. ' ·o D Right~of-wc;ty:j:>E;llrnit required for: NOlil;:.ANY WORK:BEING ,DONE IN THE Pl)BLl(:"S RIGHT-OF-WAY REQ,UIRES R.O.W. PERMIT. Page 4 of6 REV 6/91/12· ·" 165 PINE AVENUE PLAN CHECK NO# PC 15-39 7. STORM WATER SW 15-406 FOR REFERENCE E-36 Construction Compliance D Cl] Project Threat Assessment Form complete. D CJ Enclosed Project Threat Assessment Form incomplete. 0 [lJ Requires Tier 1 Storm Water Pollution Prevention Plan (E-29). Please complete attached form and return (SWlS-304 ) D CJ Requires Tier 2 Storm Water Pollution Prevention Plan. Requires submittal of Tier 2 SWPPP, payment of processing fee and review by city. Post-Development (SUSMP) Compliance D m Storm Water Standards Questionnaire. D CJ Project is subject to Standard Storm Water Requirements. See city Standard Urban Storm Water Management Plan (SUSMP) for reference. D D Indicate areas of impervious surfaces (patios.walkway, etc. ) and pervious areas (landscaping). c=J [lJ Project needs to incorporate low impact development strategies throughout in one or more of the following ways: D Rainwater harvesting (rain barrels or cistern) D Vegetated Roof D Bio-retentions cell/rain garden [Z] Pervious pavement/pavers D Flow-through planter/vegetated or rock drip line 0 Vegetated swales or rock infiltration swales D Downspouts disconnect and _discharge over landscape D Other: Page 5 of 6 REV 6/01/12 165 PINE.AVENUE . PLAN 1CHECK NCl# PC'lS-39 8. WAT:ERMETER REVIE-W · , Pomestic (potable) Use {"2) l" METE~S D [Z] What size meter is required? AND (1) 3/4" D +FYI I W~ere. a. ·resiaenti~I unil _ i~. required to _have an al!tCimatic fire _ · -extmgu1shmg, system, the minimum meter size shal.1 .. be a 1." meter., IRRIGATION _ NOTE: the conri.ectiQn fee, SDCWA sy~tem capacity charge ·and the . .METER;.CREDIT • ·water treatment capacity charge will be based on the-size of the· meter GIVEN FOR EXT, -. necessaryt(:) meefthe water use requirements. _ _ -0-IFYI I For residential units the-minimum size meter shall be 5/8",. ex;cept where PAID ON SEC 15-406 9. ·FEES D-tzl -DW DD the residential unit-is larger-than .3,500 square feet or on a lot larg·er than one quarter ( 1 /4) acre :where the meter size shail be ¾". ' - Requked fees have-been entereo in building permit. Drainage fee applicable Added: square feet f Added.square footage in last two years? Qyes D no l?ermit No. Permit No. _ Projectbuiltafter 1980 0 yes D no lnipeivious surfac;e > 50% 0 yes D no Impact unconstructed facility 0.yes ·Ono Fir~ sprinkl~rs required @y¢s Ono (is additiqn over'150' from·center line) Upg·rade Dyes Ono No fees required 10. AD.DiTIONAL COMMENTS ~' . . Attachments: 0 ·Engineering_Aj>pl!cation D Storm Water Form D Right-of-Way Appllcatlon/lnfo. D R~ference Documents E-36 Page.I) of·(? , REV 6/01/12 '· \ *** Fee Calculation Worksheet *** ENGINEERING DIVISION 204-123-01-00 Prepared by: CG Address: 165 PINE AVE. Fees Update by: Date: 1/14/15 GEO DATA: LFMZ: / B&T: Bldg. Permit#: Date: Fees Update by: EDU CALCULATIONS: List types and square footages for all uses. Types of Use: Sq.Ft./Units Types of Use: Sq.Ft./Units Types of Use: Sq.Ft/Units Types of Use: Sq.Ft/Units ADT CALCULATIONS: List types and square footages for all uses. Types of Use: Sq.Ft./Units Types of Use: Types of Use: Types of Use: FEES REQUIRED: Sq.Ft/Units Sq.Ft./Units Sq.Ft./Units EDU's: EDU's: EDU's: EDU's: ADT's: ADT's: ADT's: ADT's: Date: Within CFD:OYES (no bridge & thoroughfare fee in District #1, reduces Traffic Impact Fee) ONO 1. PARK-IN-LIEU FEE: 0NW QUADRANT ONE QUADRANT 0SE QUADRANT OW QUADRANT ADT'S/UNITS: I X FEE/ADT: I =$ 2.TRAFFIC IMPACT FEE: ADT'S/UNITS: I X FEE/ADT: I=$ 3. BRIDGE & THOROUGHFARE FEE: ODIST.#1 ODIST.#2 ODIST.#3 (USE SANDAG)ADT'S/UNITS I X FEE/ADT: I=$ 4. FACILITIES MANAGEMENT FEE ZONE: ADT'S/UNITS: I X FEE/SQ.FT.JUN IT: I=$ 5. SEWER FEE EDU's IX FEE/EDU: I=$ BENEFIT AREA: FEE/EDU: EDU's 6. DRAINAGE FEES: 1x PLDA: OHIGH I=$ 0MEDIUM 0LOW ACRES: 7. POTABLE WATER FEES: UNITS CODE 2 FS1 1x FEE/AC: I=$ CONN. FEE METER FEE SDCWA FEE $3,934EJb $356EA $4,963qt ***This may not represent a comprehensive list off ees due for this project. TOTAL $9,253'9 Please contact the Building division at (760) 602-2719 for a complete listing of fees*** (Cityof Carlsbad PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 10-27-2015 PROJECT NAME: 165 PINE AVENUE PROJECT ID:MS 15-03 APN: 204-123-01 PLAN CHECK NO: PC 15-39 SET#: 2 ADDRESS: 165 PINE AVE. VALUATION: SCOPE OF WORK: DEMO EXISTING 2 UNITS AND REPLACE WITH 2 UNIT CONDOS. D This plan check review is complete and has been APPROVED by: LAND DEVELOPMENT ENGINEERING DIVISION Final Inspection by Construction Management & Inspection Division is required: Yes . No X . This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: KRISTA@ABPA-INC.COM To determine status by one of the divisions listed below, please contact 760-602-2719. --' . ,,. . . --· -.... -· --. --· .. --. ; I: . rfi J,.:·,~1r~ntrf; ,'• LAND DEVEtOPMEN.T :, 1~n1 ~ •',,r;;j ;;;\'9;f1filr©t ' ~ ~ ,. • ., -,.,j ' l.r-.lc '.:>lr·A•!:• .~.~.I O j i '?~~it !;J,e2~,:~i-:!1J: ~) ,. rf~?)~·ijf;: .. ;~~"i.~ ' 760-602-2750 1 i; i . ~ -· .. .., ., ' . _.,. ~ ~ ... --. --~ .. -. -. ' . . Chris Sexton tz] Chris Glassen Greg Ryan 760-602-4624 760-602-2784 760-602-4663 Chris.Sexton@carlsbadca.gov Christopher.Glassen@carlsbadca.gov Gregory.Ryan@carlsbadca.gov Gina Ruiz D Linda o·ntiveros Cindy Wong 760-602-4675 760-602-2773 760-602-4662 Gina.Ruiz@carlsbadca.gov Linda.Ontiveros@carlsbadca.gov Cynthia.Wong@carlsbadca.gov D ValRay Nelson Dominic Fieri 760-602-27 41 760-602-4664 ValRay.Marshall@carlsbadca.gov Domini~.Fieri@carlsbadca.gov Remarks: 165 PINE AVENUE PLAN CHECK NO# PC 15-39 TO BE SUBMITTED ON SIGNED APPROVED GRADING PLANS Outstanding issues are marked wi_th X Items that conform to permit requirements are marked with ./ or have intentionally been left blank. 1. SITE PLAN Provide a fully dimensioned site plan drawn to scale. D D North arrow I l D Existing & proposed structures D D Existing street improvements D D Property lines (show all dimensions) 1.=J [ I Easements D [ i Right-of-way width & adjacent streets Show on site plan: Show: D CJ Driveway widths CJ CJ Existing or proposed sewer lateral CJ D Existing or proposed water seryice [Kl CJ Submit on signed approved plans: DWG No. D D Drainage patterns and proposed site elevations. Show all high points. D D Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. D DADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building". LJ CJ Existing & proposed slopes and topography D [ !Size, location, alignment of existing or proposed sewer and water service(s) that serves the project. Each unit requires a separate service: however, second dwelling units and apartment complexes are an exception. D D Sewer and water laterals should not be located within proposed driveways, per standards. Include on title sheet: I I [ZJ Site address D [I I Assessor's parcel number CJ [ZJ Legal description/lot number D CJ For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. D D Show all existing use of SF and new proposed use of SF. Example: Tenant improvement for 3500 SF of warehouse to 3500 SF of office. Lot/Map No.: MAP #1681 Subdivision/Tract: THUMB LANDS Reference No(s): E-36 Page 2 of 6 REV 6/01/12 165 PINE AVENUE PLAN CHECK NO# PC 15-39 N/A 2. DISCRETIONARY APPROVAL COMPLIANCE [X] D Project does not comply with the following engineering conditions of approval for project no.: **ALL CONDITIONS TO BE MET** PUD 15-05 CDP 15-10 3. DEDICATION REQUIREMENTS D D Dedication for all street rights-of-way adjacent to the building site and any storm drain or -utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 24.000.00 , pursuant to Carlsbad Municipal Code Section 18.40.030. L] I I Dedication required as follows: 4. IMPROVEMENT REQUIREMENTS D DAIi needed public improvements upon and adjacent to the building site must be constructed PLANS TO BE at time of building construction whenever the value of the construction exceeds SUBMITTED $120,000.00, pursuant to Carlsbad Municipal Code Section 18.40.040. E-36 D LJ Public improvements required as follows: D D Construction of the public improvements must be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee, so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the city prior to issuance of a building permit. l I D Future public improvements required as follows: Page 3 of 6 REV6/01/12 165 PINE AVENUE PLAN CHECK NO# PC 15-39 5. GRADING PERMIT REQUIREMENTS The conditions that require a grading permit are found in Section 15.16 of the Municipal Code. CJ Olnadequate information available on site plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill, import, export.and remedial). This information must be included on the plans. If no grading is proposed write: "NO GRADING" [Z] CJ Grading Permit required. NOTE: The grading permit must be issued and rough grading approval obtained prior to issuance of a building permit. [ZJ I I Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) All required documentation must be provided to your Engineering Construction Inspector The inspector will then provide the engineering counter with a release for the building permit. D CJ No grading permit required. D D Minor Grading Permit required. See additional comments for project-specific requirements. 6. MISCELLANEOUS PERMITS I l LJRIGHT-OF-WAY PERMIT is required to do work in city right-of-way and/or private work TO BE APPLIED adjacent to the public right-9f-way. Types of work include, but are not limited to: street FOR improvements, tree trimming, driveway construction, tying into public storm drain, sewer and SEPARATELY water utilities. l ! D Right-of-way permit required for: E-36 Page4 of6 REV 6/01/12 165 PINE AVENUE PLAN CHECK NO # PC 15-39 7. STORMWATER FOR REFERENCE E-36 Construction Compliance D [ZJ Project Threat Assessment Form complete. D D Enclosed Project Threat Assessment Form incomplete. 0 [Z] Requires Tier 1 Storm Water Pollution Prevention Plan (E-29). Please complete attached form and return (SWlS-304 ) D D Requires Tier 2 Storm Water Pollution Prevention Plan. Requires submittal of Tier 2 SWPPP, payment of processing fee and review by city. Post-Development (SUSMP) Compliance D [j j Storm Water Standards Questionnaire. L_J D Project is subject to Standard Storm Water Requirements. See city Standard Urban Storm Water Management Plan (SUSMP) for reference. D D Indicate areas of impervious surfaces (patios,walkway, etc. ) and pervious areas (landscaping). D [Z:] Project needs to incorporate low impact development strategies throughout in one or more of the following ways: D Rainwater harvesting (rain barrels or cistern) I I Vegetated Roof D Bio-retentions cell/rain garden [2] Pervious pavement/pavers D Flow-through planter/vegetated or rock drip line D Vegetated swales or rock infiltration swales D Downspouts disconnect and discharge over landscape D Other: Page 5 of 6 REV 6/01/12 165 PINE AVENUE PLAN CHECK NO# PC 15-39 8. WATER METER REVIEW 1.511 METER NEEDED. CREDIT FOR EXISTING WILL BE GIVEN. Domestic (potable) Use CJ [lJ What size meter is required? D [£ill Where a residential unit is required to have an automatic fire extinguishing system, the minimum meter size shall be a 1" meter. NOTE: the connection fee, SDCWA system capacity charge and the water treatment capacity charge will be based on the size of the meter necessary to meet the water use requirements. O !FYI I For residential units the minimum size meter shall be 5/8", except where the residential unit is larger than 3,500 square feet or on a lot larger than one quarter (1/4) acre where the meter size shall be¾". 9. FEES DD ow Required fees have been entered in building permit. Drainage fee applicable Added square feet Added square footage in last two years? Dyes D no Permit No. Permit No. Project built after 1980 Dyes D no Impervious surface> 50% Dyes D no Impact unconstructed facility Dyes Ono DD Fire sprinklers required [Z]yes D no (is addition over 150' from center line) Upgrade D yes Ono DD No fees required 10. ADDITIONAL COMMENTS Attachments: Engineering Application Storm Water Form Right-of-Way Application/Info. Reference Documents E-36 Page 6 of 6 REV 6/01/12 (City of c.arlsbad PLAN CHECK REVIEW TRANSMITTAL Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www .carlsbadca.gov DATE: 08-14-2015 PROJECT NAME: 165 PINE AVENUE PROJECT ID:MS 15-03 APN: 204-123-01 PLAN CHECK NO: PC 15-39 SET#: 1 ADDRESS: 165 PINE AVE. VALUATION: SCOPE OF WORK: DEMO EXISTING 2 UNITS AND REPLACE WITH 2 UNIT CONDOS. D This plan check review is complete and has been APPROVED by: LAND DEVELOPMENT ENGINEERING DIVISION Final Inspection by Construction Management & Inspection Division is required: Yes No X This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have be~n sent to: KRISTA@ABPA-INC.COM To determine status by one of the divisions listed below, please contact 760-602-2719 . -"---·· ... --.. ---' ! J' lli\tl{IHf ~~ • ffifl}l~ ~";;;\V};-;Di,~r@i'I ' LAND DEVELOPMENT i " f .. r .• ~ -~ .r .~ ... A i.!:l.i.:.-'.u1. v ~ t,'\~ii)'l'if]t,zt;l"itii 760-602-2750 [ i~~i.Zi.~¥(~':© '' ... .-., ,_.., . ' ---. ' -.. » --~ ., ' ----· -i .. . -·-·· .. ' --' --·- Chris Sexton [Z] Chris Glassen Greg Ryan 760-602-4624 760-602-2784 760-602-4663 Chris.Sexton@carlsbadca.gov Christopher.Glassen@carlsbadca.gov Gregory.Ryan@carlsbadca.gov Gina Ruiz D Linda Ontiveros Cindy Wong 760-602-4675 760-602-2773 760-602-4662 Gina.Ruiz@carlsbadca.gov Linda.Ontiveros@carlsbadca.gov Cynthia.Wong@carlsbadca.gov D ValRay Nelson Dominic Fieri 760-602-27 41 760-602-4664 ValRay.Marshall@carlsbadca.gov Dominic.Fieri@carlsbadca.gov Remarks: Hi5 PINE AVENUE PLAN CHECI< NO# PC 15-39 TO BE SUBMITTED ON SIGNED APPROVED GRADING PLANS Outstanding issues are marked with ·x Items that conform to permit requirements are marked with ./ or have intentionally been left blank. 1. SITE PLAN Provide a fully dimensioned site plan drawn to scale. Show:· D D North arrow D D Existing & proposed structures I ] l I Existing street improvements I l D Property lines (show all dimensions) CJ I_ I Easements I=:) l I Right-of-way width & adjacent streets Show on site plan: D CJ Driveway widths D D Existing or proposed sewer lateral CJ D Existing or proposed water service 00 D Submit on signed approved plans: DWG No. L_J [ I Drainage patterns and proposed site elevations. Show all high points. 0 L-j Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. ,--__ ! LI D D I I ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building". l -··1 Existing & proposed slopes and topography Osize, location, alignment of existing or propo~ed sewer and water service(s) that serves the project Each unit requires a separate service; however, second dwelling units and apartment complexes are an exception. 1-· ! Sewer and water laterals should not be located within proposed driveways, per standards. Include on title sheet: D I_L] Site address C-:J [l] Assessor's parcel number ~·-1 L.. __ 1 C ./ J Legal description/lot number ,--: For commercial/industrial buildings and tenant improvement projects, include: total building -----square .footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. D D Show all existing use of SF and new proposed use of SF. Example: Tenant improvement for 3500 SF of warehouse to 3500 SF of office. Lot/Map No.: MAP #1681 Subdivisionrrract: THUMB LANDS Reference No(s): E-36 Page 2 of 6 REV 6/01/12 165 PINE AVENUE PLAN CHECK NO# PC 15-39 N/A 2. DISCRETIONARY APPROVAL COMPLIANCE [~ C-] Project does not comply with the following engineering conditions of approval for project no.: **ALL CONDITIONS TO BE MET** PUD 15-05 CDP 15-10 3. DEDICATION REQUIREMENTS f--! ! _J Dedication for all street rights-of-way adjacent to the building site and any storm drain or '--· -utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 24.000.00 . pursuant to Carlsbad Municipal Code Section 18.40.030. D D Dedication required as follows: 4. IMPROVEMENT REQUIREMENTS ~ r·7AII needed public improvements upon and adjacent to the building site must be constructed PLANS TO BE -'---· -at time of building construction whenever the value of the construction exceeds SUBMITTED $120,000.00. pursuant to Carlsbad Municipal Code Section 18.40.040. E-36 I ] D Public improvements required as follows: D I j Construction of the public improvements must be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee, so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed. notarized and approved by the city prior to issuance of a building permit. D D Future public improvements required as follows: Page 3 of 6 REV6/01/12 165 PINE AVENUE PLAN CHECK NO# PC 15-39 5. GRADING PERMIT REQUIREMENTS The conditions that require a grading permit are found in Section 15.16 of the Municipal Code. CJ Olnadequate information available on site plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill, import, export and remedial). This information must be included on the plans. If no grading is proposed write: "NO GRADING" [~ D Grading Permit required. NOTE: The grading permit must be issued and rough grading approval obtained prior to issuance of a building permit. CZ] [7 Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) All required documentation must be provided to your Engineering Construction Inspector The inspector will then provide the engineering counter with a release for the building permit. ,-_j r-7 No grading permit required. D D Minor Grading Permit required. See additional comments for project-specific requirements. 6. MISCELLANEOUS PERMITS [_j !7RIGHT-OF-WAY PERMIT is required to do work in city right-of-way and/or private work TO BE APPLIED adjacent to the public right-of-way. Types of work include, but are not limited to: street FOR improvements, tree trimming, driveway construction, tying into public storm drain, sewer and SEPARATELY water utilities. 0 c-=1 Right-of-way permit required for: E-36 Page4 of6 REV 6/01/12 \ 165 PINE AVENUE PLAN CHECK NO# PC 15-39 7. STORM WATER FOR REFERENCE E-36 Construction Compliance D rn Project Threat Assessment Form complete. D l I Enclosed Project Threat Assessment Form incomplete. D I 1-J Requires Tier 1 Storm Water Pollution Prevention Plan (E-29). Please complete attached form and return (SWlS-304 ) LJ L __ J Requires Tier 2 Storm Water Pollution Prevention Plan. Requires submittal of Tier 2 SWPPP, payment of processing fee and review by city. Post-Development {SUSMP) Compliance Cl [Jl Storm Water Standards Questionnaire. I I L-·-1 Project is subject to Standard Storm Water Requirements. See city Standard Urban Storm Water Management Plan (SUSMP) for reference. D C! Indicate areas of impervious surfaces (patios.walkway, etc. ) and pervious areas (landscaping). [_j I / ! Project needs to incorporate low impact development strategies throughout in one or more of the following ways: O Rainwater harvesting (rain barrels or cistern) L __ ! Vegetated Roof i__J Bio-retentions cell/rain garden i-..1-1 Pervious pavement/pavers I I Flow-through planter/vegetated or rock drip line I I Vegetated swales or rock infiltration swales D Downspouts disconnect and discharge over landscape D Other: Page 5 of 6 REV 6/01/12 • 165 PINE AVENUE PLAN CHECK NO# PC 15-39 8. WATER METER REVIEW Domestic (potable) Use PLEASE SPECIFY EXISTING AND [Kl C7 What size meter is required? D l£fil Where a residential unit is required to have an automatic fire extinguishing system, the minimum meter size shall be a 1" meter. NOTE: the connection fee, SDCWA system capacity charge and the water treatment capacity charge will be based on the size of the meter PROPOSED WTR METERS D 1 --1 FYI 9. FEES Dl I Ow DD necessary to meet the water use requirements. For residential units the minimum size meter shall be 5/8", except where the residential unit is larger than 3,500 square feet or on a lot larger than one quarter (1/4) acre where the meter size shall be¾". Required fees have been entered in building permit. Drainage fee applicable Added square feet Added square footage in last two years? 0 yes Ono Permit No. Permit No. Project built after 1980 0 yes [] no Impervious surface > 50% Dyes D no Impact unconstructed facility Qyes Ono Fire sprinklers required [Z]yes Ono (is addition over 150' from center line) Upgrade D yes Ono No fees required 10. ADDITIONAL COMMENTS Attachments: Engineering Application Storm Water Form Right-of-Way Application/Info. Reference Documents E-36 Page 6 of 6 REV6/01/12 Af~;~ ~~,..,-. ~ CITY OF CARLSBAD STORM WATER COMPLIANCE ASSESSMENT B-24 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov I am applying ~o tje City of Carlsbad for the following type(s) of construction permit: ~ Building Permit CJ Right-of-Way Permit CJ My project is categorically EXEMPT from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it only requires issuance of one or more of the following permit types: Electrical Fire Additional Fire Alarm Fixed Systems Mechanical Mobile Home Plumbing Project Storm Water Threat Assessment Criteria* No Threat Assessment Criteria Patio/Deck Photo Voltaic Re-Roofing Sign Spa-Factory Sprinkler Water Discharge CJ My project qualifies as NO THREAT and is exempt from the requirement to prepare a storm water pollution prevention plan (SWPPP) because it meets the "no threat" assessment criteria on the City's Project Threat Assessment Worksheet for Determination of Construction SWPPP Tier Level. My project does not meet any of the High, Moderate or Low Threat criteria described below. Tier 1 • Low Threat Assessment Criteria CJ My project does not meet any of the Significant or Moderate Threat criteria, is not an exempt permit type (See list 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 saw cutting, equipment washing, material stockpiling, vehicle fueling, waste stockpiling). Tier 2 • Moderate Threat Assessment Criteria CJ My project does not meet any of the Significant Threat assessment Criteria described below 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: • 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 through April 30). Tier 3 -Significant Threat Assessment Criteria CJ My project includes clearing, grading or other disturbances to the ground resulting in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, stockpiling, pavement removal, refueling and maintenance areas: and/or CJ My project is part of a phased development plan that will cumulatively result in soil disturbance totaling one or more acres including any associated construction staging, equipment storage, refueling and maintenance areas: or, CJ My project is located inside or within 200 feet of an environmentally sensitive area (see City ESA Proximity map) and has a significant potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s). I certify to the best of my knowledge that the above checked statements are true and correct. I understand and acknowledge that even though this project does not require preparation of a construction SWPP, I must still adhere to, and at all times during construction activities for the permit type(s) check above comply with the storm water best management practices pursuant to Title 15 of the Carlsbad Municipal Code and to Citv Standards. "The City Engineer may authorize minor variances from !he Storm Water Threat Assessment Criteria in special circumstances where it can be shown that a lesser or higher Construction SWPPP Tier Level is warranted. B-24 Project Address: Date: 't,-11-lS Page 1 of 1 Assessor Parcel No. TPngec/ r-k ~ Date~(efrj/ fr Project ID: fc IS-()03q Rev.03/09 Construction SWPPPTier Level Tier3 Tier2 Tier 1 Exempt CONSTRUCTION THREAT ASSESSMENT WORKSHEET FOR DETERMINATION OF PROJECT'S PERCEIVED THREAT TO STORM WATER QUALITY E-33 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov Perceived Construction Threat Assessment Criteria* Threat to Storm Water Quality Tier 3 -High Construction Threat Assessment Criteria CJ Project site is 50 acres or more and grading will occur during the rainy season CJ Project site is 1 acre or more in size and 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 CJ Soil at site is moderately to highly erosive (defined as having a predominance of soils with CJ USDA-NRCS Erosion factors kt greater than or equal to 0.4) Site slope is 5 to 1 or steeper CJ Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1 CJ through April 30). Owner/contractor received a Storm Water Notice of Violation within past two years Tier 3 -Medium Construction Threat Assessment Criteria Medium CJ All projects not meeting Tier 3 High Construction Threat Assessment Criteria Tier 2 High Construction Threat Assessment Criteria CJ 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 CJ Soil at site is moderately to highly erosive (defined as having a predominance of soils with USDA-NRCS Erosion factors k1 greater than or equal to 0.4) High CJ Site slope is 5 to 1 or steeper CJ Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). CJ Owner/contractor received a Storm Water Notice of Violation within past two years CJ Site results in one half acre or more of soil disturbance Tier 2 -Medium Construction Threat Assessment Criteria Medium CJ All projects not meeting Tier 2 High Construction Threat Assessment Criteria Tier 1 -Medium lnsi;iection Threat Assessment Criteria CJ Project is located within the Buena Vista or Agua Hedionda Lagoon watershed, within or directly adjacent to an environmentally sensitive area (ESA) or discharges directly to an ESA CJ Soil at site is moderately to highly erosive {defined as having a predominance of soils with USDA-NRCS Erosion factors kt greater than or equal to 0.4) Medium CJ Site slope is 5 to 1 or steeper CJ Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1 through April 30). CJ Owner/contractor received a Storm Water Notice of Violation within past two years CJ Site results in one half acre or more of soil disturbance -Tier 1 -Low lnsi;iection Threat Assessment Criteria ~o~/ CJ All projects not meeting Tier 1 Medium Construction Threat Assessment Criteria -Not Applicable -Exe ... ". *The city engineer may authonze minor variances from the construction threat assessment criteria in special circumstances where it can be shown that a lesser or higher amount of storm water compliance inspection is warranted in the opinion of the city engineer E-33 Page 1 of 1 REV 4/30/10 /4(~'~, ~ ~,:,>- ~; CITY OF CARLSBAD INSTRIJCTIONS; 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 (BMP's) into the project design per the City's Standard Urban Stormwater Management Plan (SUSMP). To view the SUSMP, refer to the Engineering Standards (Volume 4, Chapter 2) at www.carlsbadca.gov/standards. Initially 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 Stormwater Requirements' or be subject to additional criteria called 'Priority Development Project Requirements'. Many aspects of project site design are dependent upon the storm water standards applied to a project. 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 separate completed and signed questionnaire must be submitted for each new development application submission. Only one completed and signed questionnaire is required when multiple development applications for the same project are submitted concurrently. In addition to this questionnaire, you must also complete, sign and submit a Project Threat Assessment Form with construction permits for the project. Please statt by completing Step 1 and follow the instructions. When completed, sign the form at the end and submit this with your application to the city. STEP1 TO BE COMPLETED FOR ALL PROJECTS To determine if your project is a priority development project, please answer the following questions: YES NO 1. Is your project LIMITED TO constructing new or retrofitting paved sidewalks, bicycle lanes or trails that meet / the following criteria: (1) Designed and constructed to direct storm water runoff to adjacent vegetated areas, or other non-erodible permeable areas; OR (2) designed and constructed to be hydraulically disconnected from paved streets or roads; OR (3) designed and constructed with permeable pavements or surfaces in accordance with USEPA Green Streets guidance? ./ 2. Is your project LIMITED TO retrofitting or redeveloping existing paved alleys, streets, or roads that are / designed and constructed in accordance with the USEPA Green Streets guidance? If you answered "yes" to one or more of the above questions, then your project is NOT a priority development project and therefore is NOT subject to the storm water criteria required for priority development projects. Go to step 4, mark the last box stating "my project does not meet PDP requirements" and complete applicant Information. If vou answered "no" to both auestions, then go to Step 2. E-34 Page 1 of3 Effective 6/27/13 I «~>:- ~-CITY OF CARLSBAD STORM WATER STANDARDS QUESTIONNAIRE E-34 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov STEP2 . TO BE COMPLETED FOR ALL NEW OR REDEVELOPMENT PROJECTS To determine if your project is a priority development project, please answer the following questions: YES 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, and public development projects on public or private land. 2. Is your project creating 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 development projects on public or private land. 3. Is your project a new or redevelopment project that creates 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 refreshment stands selling prepared foods and drinks for immediate consumption. 4. Is your project a new or redevelopment project that creates 5,000 square feet or more of impervious surface collectively over the entire project site and supports a hillside development project? A hillside development project includes development on any natural slope that is twenty-five percent or greater. 5. Is your project a new or redevelopment project that creates 5,000 square feet or more of impervious surface collectively over the entire project site and supports a parking lot. A parking lot is a land area or facility for the temoorarv oarking or storage of motor vehicles used personally for business or for commerce. 6. Is your project a new or redevelopment project that creates 5,000 square feet or more of impervious surface collectively over the entire project site and supports a street, road, highway freeway or driveway? A street, road, highway, freeway or driveway is any paved impervious surface used for the transportation of automobiles, trucks, motorcycles, and other vehicles. 7. Is your project a new or redevelopment project that creates 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 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 project to the ESA (i.e. not comminales with flows from adiacent lands).* 8. Is your project a new development that supports an automotive repair shop? An automotive repair 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 that supports a retail gasoline outlet (RGO)? This category includes RGO's that meet the following criteria: (a) 5,000 square feet or more or (b) a project Average Daily Traffic (ADT) of 100 or more vehicles oer dav. 1 0. ls 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. ls your project located within 200 feet of the Pacific Ocean and (1) creates 2,500 square feet or more of impervious surface or (2) increases impervious surface on the property by more than 10%? NO / I ,t/ r/ / ./ I / / f ,/ If you answered "yes" to one or more of the above questions, you ARE a priority development project and are therefore subject to implementing structural Best Management Practices (BMP's) in addition to implementing Standard Storm Water Requirements such as source control and low impact development BMP's. A Storm Water Management Plan (SWMP) must be submitted with your application(s) for development. Go to step 3 for redevelopment projects. For new projects, go to step 4 at the end of this questionnaire, check the "my project meets PDP requirements" box and complete applicant information. If you answered "no" to all of the above questions, you ARE NOT a priority development project and are therefore subject to implementing only Standard Storm Water Requirements such as source control and low impact development BMP's required for all development projects. A Storm Water Management Plan (SWMP) is not required with your application(s) for development. Go to step 4 at the end of this questionnaire, check the "my project does not meet PDP requirements" box and complete applicant information. E-34 Page 2 of3 Effective 6/27/13 I . ( STORM WATER STANDARDS QUESTIONNAIRE E-34 STEP3 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov TO BE COMPLETED FOR REDEVELOPMENT PROJECTS THAT ARE fRIORITY DEVELOPEMENT PROJECTS ONLY Com lete the uestions below re ardin our redevelo ment ro·ect: YES NO 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 reviousl existin develo ment? If you answered "yes," the structural BMP's required for Priority Development Projects apply only to the creation or replacement of impervious surface and not the entire development. Go to step 4, check the "my project meets PDP requirements" box and complete applicant information. If you answered "no," the structural BMP's required for Priority Development Projects apply to the entire development. Go to step 4, check the "m ro·ect meets PDP re uirements" box and com lete a licant information. STEP4 . . CHECK THE APPROPRIATE BOX AND COMPLETE APPLICANT INFORMATION My project meets PRIORITY DEVELOPMENT PROJECT (PDP) requirements and must comply with additional stormwater criteria per the SUSMP and I understand I must prepare a Storm Water Management Plan for submittal at time of application. I understand flow control (hydromodification} requirements may apply to my project Refer to SUSMP for details. My project does not meet PDP requirements and must only comply with STANDARD STORMWATER REQUIREMENTS per the SUSMP. As part of these requirements, I will incorporate low impact development strategies throughout my project. Applicant Information and Signature Box Accessor's Parcel Number(s): 2-pff--/Z*,-O/ This Box for City Use Only City Concurrence: I YES I NO Ix I By: (C,. Date: 0-11-15 Project ID: PCIS'-3"\ * 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 ~ater 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 ~ater Quality Control Plan for the San Diego Basin (1994) and amendments); areas designated as preserves or their quivalent under the Multi Species Conservation Program within the Cities and County of San Diego; and any other equivalent environmentally sensitive areas which have been identified by the Copermittees. E-34 Page 3 of3 Effective 6/27/13 /4f~-, ~-~.J2'> ~ CITY OF CARLSBAD STORM WATER COMPLIANCE FORM TIER 1 CONSTRUCTION SWPPP E-29 STORM WATER COMPLIANCE CERTIFICATE -I' My project is not in a category of permit types exempt from the Construction SWPPP requirements -I' My project is not located inside or within 200 feet of an environmentally sensitive area with a significant potential for contributing pollutants to nearby receiving waters by way of storm water runoff or non-storm water discharge(s). -I' My project does not require a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code) -I' My project will not resutt in 2,500 square feet or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas that meets one or more of the additional following criteria: • 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 through April 30). I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT ALL OF THE ABOVE CHECKED STATEMENTS ARE TRUE AND CORRECT. I AM SUBMITTING FOR CITY APPROVAL A TIER 1 CONSTRUCTION SWPPP PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF CITY STANDARDS. I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO MINIMIZE THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO MINIMIZE THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND, (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH 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. p~~ AGENT NAME (PRINT) ~Je_ NATURE) /f£?71'f -, E-29 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 ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 3. THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEERING OR BUILDING INSPECTOR DUE TO UNCOMPLETED 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 PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 5. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGATE. 6. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED. SPECIAL NOTES Page 1 of 3 Development Services land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov PROJECT INFORMATION Site Address: le;£ ~/V Av .. Assessor's Parcel Number: ~-/Z;? Project ID: /.;--oS Construction Permit No.:3vv \:SG ';)04 Estimated Construction Start Date ___ _ Project Duration f Z Months Emergency Contact: Name: JLI/? c.:f10?7'0 24 hour Phone: f~7 tbOZ-t:?5p'1 Perceived Threat to Storm Water Quality 0 Medium (2('Low If medium box is checked, must attach a site plan sheet showing proposed work area and location of proposed structural BMPs For City Use Only CITY OF CARLSBAD STANDARD TIER 1 SWPPP Approved By: [ b- Date: '6 -I 7 -l 5 REV 4/30/10 Erosion Control Tracking Non-Storm Water Waste Management and Materials Sediment Control BMPs Control BMPs BMPs Management BMPs Pollution Control BMPs C: C: C: c c 0 0 0 "C n ti C) 'iii (I) "C Q) C: C: E C E "C "' co g ~ 0 C: C) 0. co C: iii E I '6 'E Q) Ill .l!:! "' C) ... 1 ·5 ~ C) :ii: C) "C (I) (I) "' "' C: =s C "' .l!:! c:-0. (I) C: .5 ·c: C" -~ Ill ~ Best Management Practice C: Ill ;¥ ·5. 'E C:"' C: w C 0 "' c1S :c "' ~ m 8 e! 0 (I) C!) .l!:! Q) Ill 'E ~ (BMP) Description 7 C: E ~ g, Ill C: 0 "' iii .l!:! <1) 0 i~ C) m -g ~ ~ "C "' ::lE Ql "5 ·e (I) co !a Ill ~~ 'C iff C: C: 0 :::> ~ tJl tJl 0 C: 0 ~ m 3,_ C) 'C >, 8~ j] ,;; -~ ~ ~ ::I .l!:! 1 :ii: 0 cn E ~ qj (I) co ~ J. 1ii ii 0 0 0, C: (I) Ill ~:: ~ ·5. 'E e! co Ql E '6 1 ... ::I .c §0 =tn '-:,;;; ·c: 'C :§ .E (I) u. .... (I) ::I 'C .l!:! :s e! ·-"C .c I~ '* * u 'C Ill 0 0 0 0. =a (I) Q) f! e! 0 C: .c co .l!:! 0 i N C: Ql ~ Ill f! .£ :: (I) .c: .c w~ co .s e Ill C) Ill 0 ~£ .s 0 Cll, 0, (!) WO en en cn 0 ii: (!) en enc. ro .s ro o:: :ii: :a en cn. :c. 0, CASQA Designation 7 r--co 0) ... ~ ('I) "i ~ <O r--co 0 ... ~ .... ('I) "'i ;;; .... ~ C"/ "i ~ co <;> I (.) I .... 1.11 w w w ... " ch I I ~ 0 0 I w w cn cn ~ I ~ ~ ~ ~ w w w 0 cn cn en en en cn en I-I-z z z z /Construction Activity w (/) / / Gradina/Soil Disturbance / /Trenchina/Excavation 1/ Stockoilina ./ Drillina/Borina v' v Concrete/Asphalt Saw , cuttina J Concrete flatwork ,/ 1Pavina ,/ , Conduit/Pipe Installation ,/ Stucco/Mortar Work 1/ Waste Disposal ~ Staging/Lav Down Area Equipment Maintenance and Fuelina Hazardous Substance Use/Storaae V . Dewaterina t/ Site Access Across Dirt Other (list): ,,, ,,,;::: ,',:;.. .#. '/A'I _, - Instructions: Begin by reviewing the list of construction activities and checking the box to the left of any activity that will occur during the proposed construction. Add any other activity descriptions in the blank activity description boxes provided for that purpose and place a check in the box immediately to the left of the added activity description. For each activity descrribed, pick one or more best management practices (BMPs) from the list located along the top of the form. Then place an X in the box at the place where the activity row intersects with the BMP column. Do this for each activity that was checked off and for each of the selected BMPs selected from the list. For Example -If the project includes site access across dirt, then check the box to the left of "Site Access Across Dirt". Then review the list for something that applies such as "Stabilized Construction Ingress/Egress" under Tracking Control. Follow along the "Site Access Across Dirt" row until you get to the "Stabilized Construction Ingress/Egress" column and place an X in the box where the two meet. As another example say the project included a stockpile that you intend to cover with a plastic sheet. Since plastic sheeting is not on the list of BMPs, then write in "Cover with Plastic" in the blank column under the heading Erosion Control BMPs. Then place an X in the box where the "Stockpiling" row intersects the new "Cover with Plastic" column. To learn more about what each BMP description means, you may wish to review the BMP Reference Handout prepared to assist applicants in the selection of appropriate Best Management Practice measures. The reference also explains the California Stormwater Quality Association (CASQA) designation and how to apply the various selected BMPs to a project. E-29 Page 2 of3 REV 4/30/10 «~~ ~ CITY OF CARLSBAD PLANNING DIVISION BUILDING PLAN CHECK REVIEW CHECKLIST P-28 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carlsbadca.rmv DATE: 3/8/16 PROJECT NAME: 165 Pine Avenue PROJECT ID: PUD 15-05 PLAN CHECK NO: PC 15-0039 SET#: ADDRESS: 165 Pine Avenue APN: 204-123-01-00 ~\~ I ,y, U7 This plan check review is complete and has been APPROVED by the Planning f"d Division. By: Chris Garcia A Final Inspection by the Planning Division is required ~ Yes D No You may also have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should include corrections from all divisions. ~ This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: Steve Prophet For questions or clarifications on the attached checklist please contact the following reviewer as marked: ,. . . . ·PLANNING ENGINEERlNG ' FIRE PREVENTIO.N 76Q,602-46:1.0, ,, 760-602-2750 · 760-602-46(>5 •' . . . D Chris Sexton D Chris Glassen D Greg Ryan 760-602-4624 760-602-2784 760-602-4663 Chris.Sexton@carlsbadca.gov Christogher.Glassen@carlsbadca.gov Gregory.Ryan@carlsbadca.gov D Gina Ruiz D ValRay Marshall D Cindy Wong 760-602-4675 760-602-27 41 760-602-4662 Gina.Ruiz@carlsbadca.gov ValRay.Marshall@carlsbadca.gov Cynthia.Wong@carlsbadca.gov ~ Chris Garcia D Linda Ontiveros D Dominic Fieri 760-602-4622 Chris.Garcia@carlsbadca.gov 760-602-2773 760-602-4664 Linda.Ontiveros@carlsbadca.gov Dominic.Fieri@carlsbadca.gov Remarks: PLANS OK. Consistent with approved PUD 15-05. Need Final Map, and Final Landscape Plan DWG 488-9L approved. REVIEW#: 1 2 3 [gj [gj [gj ODD P-28 Plan Check No. PC15-0039 Address 165 Pine Ave Date 10/21/15 Review# -2_ Planner Chris Garcia Phone (760) 602-4622 APN: 204-123-01-00 Type of Project & Use: 2 residential airspace condos Net Project Density:16.7 DU/AC Zoning: R-3 General Plan: RH Facilities Management Zone: 1 CFD (in/out) #_Date of participation: __ Remaining net dev acres: __ (For non-residential development: Type of land use created by this permit: __ ) Legend: [gj Item Complete Environmental Review Required: DATE OF COMPLETION: 8/5/15 D Item Incomplete -Needs your action YES [gj NO O TYPE Exempt Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES [gj NO O TYPE PUD/SDP/CDP/MS/AV APPROVAL/RESO. NO. 7118 DATE 8/5/2015 PROJECT NO. PUD 15-05/SDP 15-05/CDP 15-10/MS 15-03/AV 15-03 OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: Need final map.final landscape plan, Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES ~ NO 0 CA Coastal Commission Authority? YES D NO ~ If California Coastal Commission Authority: Contact them at -7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): CDP 15,-10 approved Habitat Management Plan Data Entry Completed? YES D NO D If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, HMP Fees, Enter Acres· of Habitat Type impacted/taken, UPDATE!) lnclusionary Housing Fee required: YES D NO [gj (Effective date of lnclusionary Housing Ordinance -May 21, 1993.) Data Entry Completed? YES D NO D (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) Housing Tracking Form (form P-20) completed: YES [gj NO D N/A D Page 2 of 3 07/1 1 Site Plan: [gl[gl[gl DOD Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of- way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). Provide legal description of property and assessor's parcel number. City Council Policy 44 -Neighborhood Architectural Design Guidelines 1. Applicability: YES [gj NO 0 2. Project complies: YES [gl NOD Zoning: 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: Required 1Q Shown 4-1 O -AV approved Required §. Shown § Required NIA Shown __ Required 12 Shown 12 Required N/A Shown __ 2. Accessory structure setbacks: Front: Required __ Shown __ Interior Side: Required __ Shown __ Street Side: Required __ Shown __ Rear: Required __ Shown __ Structure separation: Required __ Shown __ 3. Lot Coverage: Required <60% Shown 58% 4. Height: Required 24/30 Shown 24/30 5. Parking: Spaces Required 4+1 guest Shown 4+1 guest (breakdown by uses for commercial an'd industrial projects required) Residential Guest Spaces Required 1 Shown 1 Additional Comments Final Landscape Plan DWG 488-9L to be approved prior to BP issuance. Approval of Final Map required, OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER ______ DATE ____ _ P-28 Page 3 of 3 07/11