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HomeMy WebLinkAbout2652 LA GRAN VIA; ; CBR2023-3035; PermitBuilding Permit Finaled Residential Permit Print Date: 12/15/2023 Job Address: Permit Type: Parcel#: Valuation: Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Occupant Load: Code Edition: Sprinkled: Project Title: 2652 LA GRAN VIA, CARLSBAD, CA 92009-8109 BLDG-Residential Work Class: 2162503300 Track#: $20,000.00 Lot#: Project#: Plan#: Construction Type: Orig. Plan Check#: Plan Check#: Alteration Permit No: Status: Applied: Issued: Ccityof Carlsbad CBR2023-3035 Closed -Fina led Fina led Close Out: 06/13/2023 07/31/2023 12/15/2023 Final Inspection: 10/24/2023 INSPECTOR: Kersch, Tim Alvarado, Tony Description: 42" H SDRSD TYPE 2 BLOCK RETAINING WALL-UNDERGROUND GAS AND ELECTRICAL FOR BBQ & FIREPIT Applicant: RIVERS LANDSCAPE CONSTRUCTION INC 1123 INDUSTRIAL AVE ESCONDIDO, CA 92029-1423 (760) 504-4091 FEE BUILDING PLAN CHECK PLUMBING, MECHANICAL & ELECTRICAL PERMITS RETAINING WALL-NON-ENGINEERED -CITY STANDARD SB1473 -GREEN BUILDING STATE STANDARDS FEE STRONG MOTION -RESIDENTIAL (SMIP) SWPPP INSPECTION TIER 1-Medium BLDG Total Fees: $814.90 Total Payments To Date: NOTICE: $814.90 Contractor: RIVERS LANDSCAPE CONSTRUCTION INC 1123 INDUSTRIALAVE ESCONDIDO, CA 92029-1423 (760) 504-4091 Balance Due: AMOUNT $205.40 $208.00 $108.00 $1.00 $0.50 $292.00 $0.00 Please take NOTICE that approval of your project includes the 11imposition11 of fees, dedications, reservations, or other exactions collectively referred to as "fees." You have 90 days from the date this permit was issued to protest the imposition of these fees. To protest the imposed fees, you must follow the protest procedures set forth in Government Code Section 66020(a) and file the protest with the City Manager. Failure to timely follow the required procedures will bar any subsequent legal action to attack, review, set aside, void, or annul the imposition of these fees. You are FURTHER NOTIFIED of your right to request an audit to review the fees imposed on your project. To request an audit, follow the procedures provided in Government Code Section 66023(a). Additionally, you may file a written request for mailed notice for the public meeting to review the fee account or fund information related to certain fees that are imposed as a result of the approved permit. You are FURTHER NOTIFIED that your right to protest the specified fees DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project, NOR DOES IT APPLY to any fees of which you have previously been given a NOTICE similar to this, and the statute of limitation has expired. Building Division Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov \.._ C:ity1 (>f Carlsbad RESIDENTIAL BUILDING PERMIT APPLICATION 8-1 Pian Check 03~2..~ ·-'3o35 Est. Value Job Address 2652 LA GRAN VIA CARLSBAD. CA 92009 PC Deposit Date Unit: _____ ,APN: 216-250-33-00 CT/Project #:, __________________ Lot #: ____ Year Built: _________ _ •. ·' "< ,CF:!PT\ON OF WORK: 42" H BLOCK RETAINING WALL -UNDERGROUND GAS AND ELECTRICAL FOR BBQ AND FIREPIT .. _ ///6 I.. f :;::: S /:!. - 0 New SF: Living SF, _____ Deck SF, ____ Patio SF, ____ Garage SF __ _ Is this to create an Accessory Dwelling Unit? O Y O N New Fireplace? O YO N, if yes how many? ___ _ D Remodel: _____ SF of affected area Is the area a conversion or change of use? 0 Y 0 N 0 Pool/Spa: ____ SF Additional Gas or Electrical Features?_B_B_O_&_F_IR_E_P_IT ________ _ 0Solar: ___ KW, ___ ,Modules, Mounted:QRoofQGround, Tilt: 0Y0 N, RMA: OY ON, Battery:OYO N, Panel Upgrade: Ov ON Electric Meter number: ------------- 0th er: ,,.:-, ,:, ,\rH (PRIMARY CONTACT) Name: RIVERS LANDSCAPE CONSTRUCTION INC. Address: 1123 INDUSTRIAL AVE City: ESCONDIDO State:,_C_A __ ,Zip: 92029 Phone: (760) 504-4091 Email: GABRIEL@RIVERSLANDSCAPE.COM PROPERTY OWNER Name: LIAM TAVANI Address: 2652 LA GRAN VIA City: CARLSBAD Phone: (610) 392-8140 Email: liam.tavani@gmail.com CONTRACTOR OF RECORD State:,_C_A _ _.Zip: 92009 Name: __________________ Business Name: RIVERS LANDSCAPE CONSTRUCTION INC. Address: Address: 1123 INDUSTRIAL AVE City:. ________ State:, ___ Zip:,_____ City: ESCONDIDO State:_C_A __ Zip: 92029 Phone: Phone: (760) 504-4091 Email: __________________ _ Email: GABRIEL@RIVERSLANDSCAPE.COM Architect State License: ___________ _ CSLB License #:_9_3_30_7_6 ____ Class:,..;C;..·;;;.27;__ ____ _ Carlsbad Business License# (Required): 2022199004-26-1 APPL/CANT CERT/FICA TION: I certify that I have read the application and state that the above information is correct and that the information of the plans is accurate. I a::,::m;;;;':~):;fy;~~~~;~,~~~;e/ating ta buud;ng con,::::: A.to I\•, 0 R•, f) ~ DATE: 06/09/2023 1635 huaday Ave Carlsbad, CA 92008 Ph: 442"339-2719 Email: Building(Wcar\<.bodro.gov REV. 04122 T!ili PAGE REQUIRED AT PERMIT ISSUANCE PLAN CHECK NUMBER: (B~Z02.j -3()"35 ::.,., ~Ii;(; PlRMI r CAN BE ISSUED TO EITHER A STAIE l lCENSE lJ LONTtli\CTOR OR/\ PROPrnTY ovmrn. IF THE PHlSON SIGNING '• 1,.11•,1 b t,N AGENT FOR EITHER ENTITY AN AUTHORIZATION FORM OR LETTER IS BEQUIRED PRIOR TO PERMIT ISSUANCE. , :C:\; A): LICENSED \:QNTRACT0R DECLARATION: I herebyaf f; rmunderpenal tyof perjurythat I am licensed unde rprovisionsof Chapter9 / commencing with Section 7000)of Division 3 of the Business and Professions Code, and my license is in full force and effect. I also affirm underpenaltyof perjuryoneof the following declarations/CHOOSE ONE): [i I have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit is issued, Po!icyNo._M~w~c~c~,e~'~"~'~-c~s ________________________________________ _ -OR- ~ I have and will maintain worker's compensation, as required by Section 3700 of the labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: lnsuranceCompany Name: ~M=•=''=•="="='"='"="='=•=C=o~m=p=•"=''----------------~I Policy No. MWC0139443-0s Expiration Date: _1_21_,_.,_2_02_, _______________ 1 -OH.- G Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation Laws of California. WARNING: Failure to secure workers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000.00, in addition the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. J ,1, :ii,UCTI0_NLENDIN_G AGIN_CJJJEJI.NY: l hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name: ________________________ ,Lender's Address;-----------------------~ CONTRACTOR CERTIFICATION: The applicant certifies that all documents and plans clearly and accurately show all existing and proposed buildings, structures, access roads, and l utilities/utility easements. All proposed modifications and/or additions are clearly labeled on the oite plan. Any potentially existing detail within these plans inconsistent with the site plan are -not approved for construction and may be required to be altered or removed. The city's approval of the application is based on the premise that the submitted documents and plans show ; the correct dimensions of: the property, buildings, structures and their setbacks from property lines and from one another; access roads/easements, and utilities. The existing and proposed : use of each bu ild1ng as stated is true and correct: all easements and other encumbrances to development have been accurately shown and labeled as well as all on-site grading/site preparation , All ::::e;::~,:~;: ,h~~~;~~~m~~;; acco,dacce wi<~:l~•;:~~:~•;s,ec~;r:~;i, ~~~ ccless 0:::~;o;;g/2023 Note: If the person signing above is an authorized agent for the contractor nrovide a letter of authorization on contractor letterhead. ;,:Vii, -.1,, '!,):OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the following reason: DI, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044. Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). -OR- l] !, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). -OR-□ I am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason: f-1 LJ I ( l){M H-t) 1 "Owner Builder Acknowledgement and Verification Form" 1s required tor any permit issued to a propPrty owner. Hv 11,v \l/',17,ltlHf-' hPlow I ,icktwwledge that. excPpt for my personal residence in which I must have resided for at least one year prior to completion of tlw 1111p1(W,'lll('!lt~ rnvl'ted by this permit. I cannot legally sell a structure that I have built as an owner-builder if it has not been constructed in its entirety by licensPd ( ,11111,1, t(11 •, I understand that a copy of theapplicablelaw, Section 7044af the BusinessandProfessionsCode, isavailab/euponrequestwhen this application is submitted orat the following Web site: http:/ lwww.leginfo.ca.gov/calaw.html. O'v\tNER CERTIFICATION. The applicant certifies that all documents and plans clearly and accurately show all existing and proposed buildings, structures, access roads, and utilities/utility easements. Al I proposed modifications and/or additions are clearly labeled on the site plan. Any potentially existing deta ii within these plans inconsistent with the site plan are not approved for construction and may be required to be altered or removed. The city's approval of the application is based on the premise that the submitted documents and plans show the correct dimensions of· the property, buildings, structures and their setbacks from property lines and from one another: access roads/easements, and utilities. The existing and proposed use of each building as stated is true and correct: all easements and other encumbrances to development have been accurately shown and labeled as well as all on-site grading/site preparation. All a improvements existing on the property were completed in accordance with all regulations in exIs tence at the time of their cons \ruction, unless otherwise noted. NAME (PRINT): SIGN: __________ DATE: ______ _ ··--~ Note: If the oerson siimin~ above is an authorized a~ent for the oronertv owner include form B-62 si~ned by property owner. 1635 Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 Email: Burlding@carlsbadca.gov 2 REV. 04/22 Building Permit Inspection History Finaled Ccityof Carlsbad Permit Type: Work Class: Status: Scheduled Date 08/10/2023 08/14/2023 PERMIT INSPECTION HISTORY for (CBR2023-3035) BLDG-Residential Alteration Closed -Finaled Actual Inspection Type Start Date 08/10/2023 BLDG-11 Foundation/Ftg/Piers (Rebar) Checklist Item Application Date: 06/13/2023 Owner: LIAM TAVANI Issue Date: 07/31/2023 Subdivision: LA COSTA SOUTH #6 Expiration Date: 03/04/2024 Address: 2652 LA GRAN VIA IVR Number: 49965 CARLSBAD, CA 92009-8109 Inspection No. Inspection Primary Inspector Reinspection Inspection Status 220185-2023 Failed Tony Alvarado Reinspection Incomplete COMMENTS Passed BLDG-Building Deficiency August 10, 2023: Failed. No 08/14/2023 BLDG-11 Foundation/Ftg/Piers (Rebar) 1. Footing foundation, steel reinforcement for two retaining walls, with a slope surcharge, located at rear side of property. 2. (1)-newretaining wall at toe-of-slope, and (1 )-additional retaining wall located on slope-failed for city, standard retaining wall details. 3. Required Structural engineers retaining wall detail needs to be provided, to depict (2)-retaining walls; (1 )-retaining wall at toe of slope, and the additional retaining wall on a slope, requires structural engineers retaining wall detailing, structural calculations, and may require public works/land, development engineering to approve 6'-3" slope cut at bottom of slope and 7 ' foot slope cut at top of slope approval, prior to footing/foundation and steel reinforcement building inspection. 4. Informed Rivers contractors representative, Tony , Gabriel and Carlos. 5. Architectural slope section needs to be drawn and depicted correctly on site Plan reflecting entire scope of (2)-new retaining walls with slope surcharge and retaining wall on a slope as-built site conditions. 220500-2023 Passed Tony Alvarado Complete Friday, December 15, 2023 Page 1 of 5 PERMIT INSPECTION HISTORY for (CBR2023-3035) Permit Type: BLDG-Residential Work Class: Alteration Status: Scheduled Date Closed -Finaled Actual Inspection Type Start Date Checklist Item Application Date: 06/13/2023 Issue Date: 07/31/2023 Expiration Date: 03/04/2024 IVR Number: Inspection No. COMMENTS 49965 Inspection Status Owner: LIAM TAVANI Subdivision: LA COSTA SOUTH #6 Address: 2652 LA GRAN VIA CARLSBAD, CA 92009-8109 Primary Inspector Reinspection Inspection Passed BLDG-Building Deficiency August 14, 2023: Approved. Yes BLDG-SW-Inspection Friday, December 15, 2023 1. Footing foundation, steel reinforcement for two retaining walls, with a slope surcharge, located at rear side of property-approved per Chris Glassen and Jason Gelder! with Public Works engineering department. 2. (1 )-newretaining wall at toe-of-slope, and (1 )-additional retaining wall located on slope-failed for city, standard retaining wall details-approved. 3. (Not Required)Structural engineers retaining wall detail needs to be provided, to depict (2)-retaining walls; (1 )-retaining wall at toe of slope, and the additional retaining wall on a slope, requires structural engineers retaining wall detailing, structural calculations, and may require public works/land, development engineering to approve 6'-3" slope cut at bottom of slope and 7 ' foot slope cut at top of slope approval, prior to footing/foundation and steel reinforcement building inspection-reviewed and Approved, per public works engineering technician Chris Glassen, and Public Works engineering department Jason Geldert. 4. Informed Rivers contractors representative, Tony, Gabriel and Carlos-signed-off inspection job card - approved. 5. Architectural slope section needs to be drawn and depicted correctly on site Plan reflecting entire scope of (2)-new retaining walls with slope surcharge and retaining wall on a slope as-built site conditions-not required to be drawn and accepted per LOE engineering tech. 220637-2023 Partial Pass Tony Alvarado Reinspection Incomplete Page 2 of 5 PERMIT INSPECTION HISTORY for (CBR2023-3035) Permit Type: BLDG-Residential Work Class: Alteration Status: Closed -Finaled Application Date: 06/13/2023 Owner: LIAM TAVANI Issue Date: 07/31/2023 Subdivision: LA COSTA SOUTH #6 Expiration Date: 03/04/2024 IVR Number: 49965 Address: 2652 LA GRAN VIA CARLSBAD, CA 92009-8109 Scheduled Date Actual Inspection Type Start Date Inspection No. Inspection Status Primary Inspector Reinspection Inspection Checklist Item Are inactives slopes properly stabilized? Are areas flatter than 3:1 covered or protected? Are sediment controls properly maintained? Are erosion control BMPs functioning properly? Are natural areas protected from erosion? Are perimeter control BMPs maintained? Is the entrance stabilized to prevent tracking? Have sediments been tracked on to the street? Have materials collected around the storm drains? Has sediment accumulated on impervious surfaces? Are dumpsters and trash receptacles covered? Has trash/debris accumulated throughout the site? Are stockpiles and spoils protected from runoff? Are all storage areas clean and maintained? Were spills/leaks observed during the inspection? Were there any discharges during the inspection? Are portable restrooms properly positioned? Do portable restrooms have secondary containment? Are BMPs stockpiled for emergency deployment? COMMENTS 08/15/2023 08/15/2023 BLDG-21 220859-2023 Friday, December 15, 2023 Underground/Underflo or Plumbing Checklist Item BLDG-Building Deficiency COMMENTS BLDG-23 Gas/TesURepairs 220858-2023 Checklist Item COMMENTS BLDG-Building Deficiency Passed Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Passed Tony Alvarado Complete Passed Yes Passed Tony Alvarado Complete Passed Yes Page 3 of 5 PERMIT INSPECTION HISTORY for (CBR2023-3035) Permit Type: BLDG-Residential Application Date: 06/13/2023 Owner: LIAM TAVANI Work Class: Alteration Issue Date: 07/31/2023 Subdivision: LA COSTA SOUTH #6 Status: Closed -Finaled Expiration Date: 03/04/2024 Address: 2652 LA GRAN VIA IVR Number: 49965 CARLSBAD, CA 92009-8109 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status BLDG-31 220860-2023 Passed Tony Alvarado Complete Underground/Conduit - Wiring Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLOG-SW-Inspection 220861 -2023 Passed Tony Alvarado Complete Checklist Item COMMENTS Passed Are inactives slopes properly Yes stabilized? Are sediment controls properly Yes maintained? Are natural areas protected Yes from erosion? Is the entrance stabilized to Yes prevent tracking? Have sediments been tracked Yes on to the street? Have materials collected Yes around the storm drains? Has sediment accumulated on Yes impervious surfaces? Are dumpsters and trash Yes receptacles covered? Has trash/debris accumulated Yes throughout the site? Are all storage areas clean Yes and maintained? Were spills/leaks observed Yes during the inspection? 09/06/2023 09/06/2023 BLDG-66 Grout 223044-2023 Passed Tim Kersch Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 10/24/2023 10/24/2023 BLDG-Final Inspection 228056-2023 Passed Tony Alvarado Complete Checklist Item COMMENTS Passed BLDG-Plumbing Final Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes BLDG-SW-Inspection 228394-2023 Passed Tony Alvarado Complete Friday, December 15, 2023 Page 4 of 5 PERMIT INSPECTION HISTORY for (CBR2023-3035) Permit Type: Work Class: Status: Scheduled Date BLDG-Residential Application Date: 06/13/2023 Alteration Issue Date: Closed -Finaled Expiration Date: IVR Number: Actual Inspection Type Start Date Inspection No. Checklist Item Are inactives slopes properly stabilized? Are areas flatter than 3: 1 covered or protected? Are sediment controls properly maintained? Are natural areas protected from erosion? Is the entrance stabilized to prevent tracking? Have sediments been tracked on to the street? Have materials collected around the storm drains? Has sediment accumulated on impervious surfaces? Are dumpsters and trash receptacles covered? Has trash/debris accumulated throughout the site? Are all storage areas clean and maintained? Were spills/leaks observed during the inspection? Were there any discharges during the inspection? COMMENTS 07/31/2023 03/04/2024 49965 Inspection Status Friday, December 15, 2023 Owner: LIAM TAVANI Subdivision: LA COSTA SOUTH #6 Address: 2652 LA GRAN VIA CARLSBAD, CA 92009-8109 Primary Inspector Reinspection Inspection Passed Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Page 5 of 5 ... RETAINING WALL 8-7 Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov A building permit is required for retaining walls in excess of 4 feet. This measurement is taken from the bottom of the footing to the top of the masonry Retaining walls of any size supporting a surcharge other than soil also require a building permit. The appropriate San Diego County Regional Standard may be used for construction. Link provided below. Contact the Building Division for 1nformat1on on how to obtain a building permit for a retaining wall. For construction details refer to the San Diego County Regional Standards at: http://www.regional-stds.com/home/book/drawings. NOTE: When retaining walls are part of an approved grading plan, a separate building permit will NOT be issued. Review design for retaining walls that are a part of a grading plan with your civil engineer and Land Development Engineering. Retaining walls that are part of the approved grading will be inspected by the Construction Management & Inspection division. INSPECTIONS • Inspections must be performed and approved during several phases of retaining wall construction. Please call for an inspection at the following times: • When the footing has been excavated, the reinforcmg steel is tied into its final position, and the site is ready for concrete to be placed, a foundation inspection is required. • An inspection of the wall reinforcement and masonry unit lay-up is required before grouting the wall. If clean out holes are used, masonry may be laid to the full height of the grout pour before calling for the inspection. Grout shall then be poured in a continuous pour in lifts not exceeding six feet. If clean out holes are not used, a pregrout inspection is required prior to each grout pour. Block cannot be laid higher than the grout pour. Note that cleanouts are required for all grout pours in excess of five feet. • After grouting is complete, and wall drain systems are 1n place, a backfill/drainage inspection 1s required. • When all backfill and fine grading operations are finished, a final inspection is required. BUILDING PLANCHECK CHECLIST FOR RETAINING WALLS 8-7 Provide a fully dimensioned site plan drawn to scale. Show: • North Arrow ♦ ♦ ♦ ♦ ♦ Easements Existing & Proposed Structures Retaining Wall(s) Property Lines (dimensioned from street) Show Proposed location(s) of walls RECEIVED JUN 18 2023 CITY OF CAfsLSBAD BUILDING DIVIS/ON • Show wall heights (top of wall-TW and bottom of wall-BW) at ends of walls, tallest points of wall & at points of height change ♦ ♦ ♦ Drainage patterns Existing and proposed slopes Existing topography Include on plans: • Site address • Assessor's parcel number • Legal description Grading quantities: Cut ____ Fill ____ Import/Export. ___ _ Page 1 of 2 Rev. 08/1 0 'b I 1,o PLAN I H=B'-0" , I H=5'-4" I H=3'-8" , I f f-4---r---.L--lr-----4---r-,,~---4---r-----'--rH A Bars -~:;:::l.LJ~h.j...l+--J.J.----,--Jl '-fiF!l.---@Bars- II -" :,:: . " 0::, C .,2 I•-..c NE• "' - Key lYPICAL SECTION OVER 5'-4" H (MAX) T (MIN) W (MIN) @BARS @BARS ©BARS ©BARS MAX SOIL PRESSURE ELEVATION HORIZONTAL RElNF. NOT SHOWN DIMENSIONS AND REINFORCING STEEL 3•-s· 5'-4" o·-a· o·-10· 2'-4· 3•-s· #4032" #4032" --#4032" ---- #4 TOTAL 4 #4 TOTAL 5 500PSF 600PSF NOTES: 1. SEE C-7 AND C-8 FOR ADDmONAL NPTES AND DETAILS. 2. FILL ALL BLOCK CELLS WnH GROUT. @Bars @Bars lYPICAL SECTION 5•--4• MAX a'-o· 1'-0· 5'_4• #4032" #4032" #6016" #4 TOTAL 6 BOOPSF Revision B A roved Date ORIGINAL Kercheval 2 75 SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE Add Metric T. Stanton 03/03 Delete MetricS.S. T. Shell 03/11 Reviewed TS T. Stanton 11/15 MASONRY RETAINING WALL TYPE 1 LEVEL BACKFILL WITH 2-IN HEEL 12. 17. '2015 Chai rson R.C.E. 19246 Dote DRAWING NUMBER C-01 DESIGN CONDffiONS: Walls are to be used for the loading conditions shown for each type wall. Design H shall not be exceeded. Footing key is required except as shown otherwise or when found unnecessary by the Engineer. Special footing design is required where foundation material is incapable of supporting toe pressure listed in table. DESIGN DATA: Reinforced Concrete: Fc=1200 psi Fs=20,000 psi Reinforced Masonry: F' c=3000 psi n=10 F'm=600 psi Fm=200 psi Fs=20,000 psi n=50 Earth=120 pcf and Equivalent Fluid Pressure=36 psf per foot of height Walls shown for 1 1/2:1 unlimited slopin9 surcharge are designed in accordance with Rankline s formula for unlimited sloping surcharge with a • = 42'. REINFORCEMENT: Intermediate grade, hard grade, or rail steel deformation shall conform ASTM A615, A616, A617. Bars shall lap 40 diameters, where spliced, unless otherwise shown on the plans. Bends shall conform to the Manual of Standard Practice, A.C.1. Backing for hooks is four diameters. All bar embedments are clear distances to outside of bar. Spacing for parallel bars is center to center bors. MASONRY: All reinforced masonry retaining walls be constructed of regular or light weight standard units conforming to the "Standard Specifications for Public Works Construction." JOINTS: Vertical control joints shall be placed at 32' intervals maximum. Joints shall be designed to resist shear and other lateral forces while permitting longitudinal movement. Vertical expansion joints shall be placed at 96' intervals maximum. CONCRETE: Footing concrete shall be 560-C-3250, using Type B aggregate when placing conditions permit. BACKFILL: No backfill material shell be pieced against masonry retaining walls until grout hos reached design strength or until grout hos cured for a minimum of 28 days. Compaction of backfill material by jetting or ponding with water will not be permitted. Each layer of backfill shall be moistened as directed by the Engineer and thoroughly tamped, rolled or otherwise compacted until the relative compacting is not less than 90%. FENCING: Safety fencing shall be installed at the top of the wall as required by the agency. INSPECTIONS: Call for inspections as follows: A. When the footing has been formed, with the steel tied securely in final position, and is ready for the concrete to be placed. B. Where cleanout holes are not provided: ( 1) After the blocks have been laid up to a height of 4' or full height for walls up to 5', with steel in place but before the grout is poured, and ..... . (2) After the first lift is properly grouted, the blocks have been laid up to the top of the wall with the steel tied securely in place but before the upper lift is grouted. Where cleanout holes are provided: After the blocks have been laid up to the top of the wall, with the steel tied securely in place, but before grouting. C. After grouting is complete and after rock or rubble wall drains are in place but before earth backfill is placed. D. Final inspection when all work has been completed. CONCRETE GROUT AND MORTAR MIXES: Concrete grout shall attain a minimum compressive strength of 2,000 psi in 28 days and mortar shall attain 1,800 psi in 28 days. All cells shall be filled with grout. Rod or vibrate consolidation. Bring grout within 1 D minutes of pouring to insure grout to o point 2" from the top of masonry units when grouting of second lift is to be continued ot another time. MORTAR KEY: To insure proper bonding between the footing end the first course of block, a mortar key shall be formed by embedding a flat 2 x 4 flush with end at the tap of the freshly poured footing. The 2 x 4 should be removed after the concrete has started to harden (approximately 1 hour). A mortar key may be omitted if the first course of block is set into the fresh concrete when the footing is poured, end a good bond is obtained. WALL DRAINS: Wall drains shall be provided in accordance with Standard Drawing C-8. SOIL: All footings shall extend at least 12" into undisturbed natural soil or approved compacted fill. Soil should be dampened prior to placing concrete in footings. Revision 81 Annroved Date ORIGINAL A. Kercheval 1 • /75 SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED BY 1liE SAN DIEGO REGIONAL STANDARDS COMMITTEE Add Metric T. Stanton 03/03 Delete Metric S.S. T. Shell 03/11 Reviewed TS T. Stanton 11 /15 GENERAL NOTES FOR MASONRY RETAINING WALLS , . :;,. ' -'\ ,z/17/2015 Cha~ R.C.E. 19248 Dote DRAWING NUMBER C-07 ' ' I (b_ 7 LINE OF UNDISTURBED /~ NATURAL SOIL :::___/ 1 -- NO SURCHARGE LOADS WITHIN THIS AR FOR LEVEL BACKFILL DESIGN. FILTER MATERIAL, 1 • MAX. CRUSHED / AGGREGATE, 4 CU. FT. PER 4• DIA. DRAIN OR 1 CU. FT. PER FT. OF OPEN HEAD JOINTS. 4" DIA. DRAIN WITH 1/4" GALV. WIRE MESH SCREEN, 8' ON CENTER, OR ONE HORIZONTAL ROW OF OPEN HEAD JOINTS. 'TYPICAL SECTION MORTAR OR CAST TIN-PIACE CONCRETE FINISHED f J -j;l•:;;• ~~----,d~,----G-ROUNO LINE ·, .b T i.----REINF. CAP DETAIL GROUT FILLED BLOCK CELLS HORIZONTAL REINF. THRU BOND BEAM BLOCK TOP OF FOOTING ::c 5 1/4" a• BLOCK WALL g• 12" BLOCK WALL 2• X 4• __ J (NOMINAL) KEY KEY DETAIL NOTES: 1. ALL MASONRY RETAINING WALLS SHALL BE CONSTRUCTED WITH CAP, KEY ANO DRAINAGE DETAILS AS SHOWN HEREON. 2. 4" DIAMETER DRAIN MAY BE FORMED BY PLACING A BLOCK ON IT'S SIDE. Revision ORIGINAL Kercheval 12 75 SAN DIEGO REGIONAL STANDARD DRAWING Add Metric T. Stanton 03/03 RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE C-08 STORM WATER POLLUTION PREVENTION NOTES 1. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION OF EROSION AND SEDIMENT CONTROL BMPs WHEN RAIN IS EMINENT. 2. THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY INSPECTOR AFTER EACH RUN-OFF PRODUCING RAINFALL. 3. THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY INSPECTOR DUE TO INCOMPLETE GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 4. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PECENT ( 40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 5. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE. 6. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED. 7. THE CITY INSPECTOR SHALL HAVE THE AUTHORITY TO ALTER THIS PLAN DURING OR BEFORE CONSTRUCTION AS NEEDED TO ENSURE COMPLIANCE WITH CITY STORM WATER QUALITY REGULATIONS. OWNER'S CERTIFICATE: I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION ACTI~TIES TO THE MAXIMUM EXTENT PRACTICABLE TO AVOID THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO AVOID THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER 1 CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTI~TIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED BY THE: CITJ OF. CARLSBAD. ,, 11J11 0 /,if10J OWNlR(sr/OWNER'S A(;ENT 'NAME (PRINT t;,?-Jl2..J 0 SIGNATURE DATE E-29 STORM WATER COMPLIANCE FORM TIER 1 CONSTRUCTION SWPPP CPJZt;pz?:> -3233 BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE ' ' ' Erosion Contml Sediment Control BMPs Tracking Non-stonm Water Waste Management and Materials BMPs Control BMPs Management BMPs Pollution Control BMPs ' C: -C C: 0 -0 0 :;:; C C -c, :;:; :;:; o> 0 " -c, " -c, ., C: " " C: .!= o> .E C: E C: -0 -::, ::, 0 'i:: C. 0 0 0 E " L L :;:; -c, L ·5· " :::;; -c, ., o> L -->, o> C: " L C: -~ C: "'"' "' s! ·E ' 0-L 0 C: o> C. " !l! Best Management Practice* ~ .s 0o 0 ID 'c. -C o, C: L C) L w C: 0 L 0 " 0 " :;:; " ;: "' ,= " 0 C: " -" 0 -" ..c C E o> " c,, ID •a C OL 0 " -c, "' ~ -c, " " :::;; C: Q) C (BMP) Description ➔ " "(/) ·e " " o> C: C: Cl :::, ~ -" " "3 ~ (I) -0 0 ;: C: LO ~~ -c, >, 0., C: C: 0 fg E " 0 " :,S Cl C: Cl ID u,·-o> C):.:; i!lo 0" 0o o> X :::;; Cl o> C: " "" _E 0 ~~ " c,:;:; " Q) C 0" 0 ]-L-3: " " 0 " E ~ 1! " ::, -" E~ =;: i.:.:;:; :c o·c ·cg ·.:: ~_g o> --c, ..c C: " LL " L -c, :a~ ·--.:, " " c0 " -c, 0 0 t·a C. 'o " " ::, L+' -" 0 -~} 0 ·-0 Q) L " 0 0 -" -" ~ L (} C: 00 0 O> Bo +'o -..c " +'o -0 = C •-C " ~ 0L in " ..c -0 0 +' L ti C: 0L 0 ~o o_ 0 -C.0 oo C) WCl Vi (/) 0 G: (/)~ (/) (/) a. (/) "" 3: a. a.a a. :::;; (/) :::;; (/) (/) 0 (/):::;; CASQA Designation ➔ r--IX) a, ~ I") .... IO <D r--IX) a N I") r--IX) i N I") .... IO I I I i i I I I I I I i i I i I I I I I I I 0 0 0 0 w w w w w w w w g:: g:: (/) (/) (/) (/) :::;; :::;; :::;; ~ :::;; Construction Activity w w w w (/) (/) (/) (/) (/) (/) (/) (/) z z z z 3: 3: 3: 3: Gradinn /Soil Disturbance f (, f ":"!"' V! • Trenchinn /Excavation Stockoilina Drillinn IBorinn Concrete/Asohalt Sawcuttina Concrete Flatwork ' Pavlna Conduit/Pioe Installation Stucco/Mortar Work Waste Disoosal Sta a inn /Lav Down Area Eauioment Maintenance and Fuelina , Hazardous Substance Use/Starace Dewaterina Site Access Across Dirt y Other Oist 1: Instructions: 1. Check the box to the left of all applicable construction activity (first column) expected to occur during construction. 2. Located along the top of the BMP Table is a list of BMP's with it's corresponding California Stormwater Quality Association (CASQA) designation number. Choose one or more BMPs you intend to use during construction from the list. Check the box where the chosen activity row intersects with the BMP column. 3. Refer to the CASQA construction handbook for information and details of the chosen BMPs and how to apply them to the project. PROJECT INFORMATION Site Address: ,% ( Sz /2 /7 (,>/A-/J (J_i 11. , Assessor's Parcel Number: ----------- Emergency Contact: Name: ·J.--0/L.,: t' , ' /, /L) 24 Hour Phone, (] 0c l '\r::. "( I{ z:, 'f f ~ ., Construction Threat to Storm Water Quality (Check Box) 0 MEDIUM [El LOW • " -" 0 3: -C: " " ::, E 0 " -c, o> ao N C: oo :r: :::;; <D I :::;; 3: " -" 0 -3: C: " " E -" " o> b o C: C: oo O:::ie IX) I :::;; 3: -F ~ )o ' Page 1 of 1 REV 11 /17