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Home My WebLink About103 EARTHWOOD_BLDG-2897-2021Building & Safety Division• 919 Palm Street• San Luis Obispo, CA 93401-3218 BUILDING PERMIT New Single Family BLDG-2897-2021 Issuance Date: 3/4/2022 Project Address: 103 Earthwood Ln Assessor's Parcel Number: 053-259-014 Unit or Suite(s): Square Footage: 1,811.00 Project Description: NEW SINGLE FAMILY: LOT 1: PLAN CLUSTER 1P; Legel Description: Contractor: TRACT3089 WCP Developers LLC Business: (559) 432-8181 Ucense Type: California State Contractor License License Number: 1035148 Classification: B -General Bulldlng Contractor Ucense Type: Worker's Compensation License Number: WCWC214711 Other: JP Holdings, LLC Owner: Avila Ranch Developers, Inc. Business: (805) 595-5440 Fire Sprinklers: prpytded Stories .1JlQ Census: 101 -Single Family Residence Occupancy: Residential, 1 and 2 famlly dwellings (R-3) Group Manuel Fee Name Meter Cost (1 ") Building Permit Review -Planning C&O Recyding -UTIL Police Citywide Base fee (SF) W Residential Unit > 1201 sqft Building Permit Review -Planning Building Permit Review -Planning TIF LOVR Base fee (SF) >1400 Consolidated Plan Check Fees Consolidated lnspectlon Fees IT Surcharge Valuation Type Fees Water Service or Trash Enc or Landscape -UTIL Administrative Fee SMIP (Residential) Fire Citywide Base fee (SF) Slngle Famlly Residential -ENG Flnal Inspection -SF Residential -PW Meter Service: Install (.58"-1•) Dwelling Unit Construction Tax TIF Avila LOVR Sub Single Family Residential WW Residential Unit> 1201 sqft Green Building Fee Stormwater -Minor Project -BLDG Total Fees: Code Year: 2019 SQ. Ft Fee Amount 216.00 382.00 71.11 794.64 13,767.02 191.00 382.00 10,948.40 1,421.85 5,078.80 301.98 568.85 217.35 24.00 676.87 938.37 247.47 142.21 164.00 2,564.71 12,785.98 8.00 313.36 52,205.97 Factor Date Dwelllng Units: 1 Motel Rooms: Construction Type: V-B Valuation 181,100.00 Payments Receipt# Amount 3/2122 34,502-03-02-2022 Total Paid: 52,205.97 52,205.97 Plan Check Account Payment by Contact co_nta_ct_N_am_a ____ Al:_c""o""'u""'nt""'N""aaaam""'e""'--------------Status Total Credits Total Debits Account Balance Total Account Balance : Balance Due: $0.00 Legal Declarations 2 IDENTIFY WHO WILL PERFORM THE WORK 2a -CALIFORNIA LICENSED CONTRACTOR'S DECLARATION I hereby afflnn under penalty of perjury that I am licensed under provisions of Chapter 9 commencing with Section 7000 of Division 3 of the Business and Professions Code, and my license Is In full force and effect. 3 IDENTIFY WORKERS' COMPENSTATION COVERAGE AND LENDING AGENCY WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to 100,000, in addition to the cost of compensation, damages as provided for in section 3708 of the labor code, Interest, and attorney's fees. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the perfonnance of the work for which this permit is issued. 4 DECLARATION BY CONSTRUCTION PERMIT APPLICANT By my signature below, I certify each of the following: I am a CA Licensed Contractor. rA!t,;u,,, Signature ~ntractor, Authorized Agent or Owner March 04, 2022 Date Geo SC)LLJTI C)r--.J S DATE: August19,2022 PROJECT NUMBER: SL09304-7 CLIENT: vila Ranch Developers , Inc. c/o Wathen Castonos Homes 735 Tank Farm Road , Suite 290 , San Luis Obispo, California 93401 PROJECT NAME: Avila Ranch, LLC Residential Development, at Buckley Road and Vachell Lane, San Luis Obispo, California 220 High Street San Luis Obispo CA 93401 805.543.8539 1021 Tama Lane, SUlte 105 Santa Maria, CA 9 3 455 805.614.6333 201 S . Milpas street, Suite 103 Santa Bart>ara, CA 93103 805.966.2200 info@geosoh.rtions.net sbinfo@geosolutlons.net FINAL SPECIAL INSPECTION REPORT LOTS 1-4 INTRODUCTION This report is submitted in accordance with the requirements of CBC Section 1704.2.4 and certifies that GeoSolutions, Inc. provided the following special inspection services during the construction of the residential development at the project address. POST-TENSION CONCRETE GeoSolutions, Inc. conducted verification of concrete mix design , periodic inspection of concrete materials placed in post-tension foundations and slabs for the proposed residences in accordance with the approved project plans. GeoSolutions, Inc. conducted verification of size, grade, location and placement of reinforcing steel , post-tensioning steel cables and hardware in foundations and slabs in accordance with the project plans . GeoSolutions, Inc. conducted verification of stressing ram calibration and continuous inspection during stressing of post-tension tendons including verification of tendon stresses and tendon elongations in accordance with the approved project plans. GeoSolutions, Inc. provided the following compressive strength testing: Four sets of concrete compressive strength specimens were cast in accordance with ASTM C-31 specifications and tested for compressive strength in accordance with ASTM C-39 test method. The following is the description of the concrete compressive strength specimens cast and tested for compressive strength by GeoSolutions, Inc.: Lot 1 Post-Tension Foundation System (Field Set No. 7) One set of 5-4x8 inch cylinders were cast from approved mix design #550GN 1050 supplied by CalPortland Construction exceeded the project specified compressive strength of 4,000 psi at 28 days. Lot 2 Post-Tension Foundation System (Field Set No. 8) One set of 5-4x8 inch cylinders were cast from approved mix design #550GN1050 supplied by CalPortland Construction exceeded the project specified compressive strength of 4 ,000 psi at 28 days. Lot 3 Post-Tension Foundation System (Field Set No . 9) One set of 5-4x8 inch cylinders were cast from approved mix design #550GN1050 supplied by CalPortland Construction exceeded the project specified compressive strength of 4,000 psi at 28 days. Lot 4 Post-Tension Foundation System (Field Set No . 10) One set of 5-4x8 inch cylinders were cast from approved mix design #550GN1050 supplied by CalPortland Construction exceeded the project specified compressive strength of 4 ,000 psi at 28 days. Avila Ranch Residential August 19, 2022 SHEAR PANEL AND ROOF DIAPHRAGM NAILING Project SL09304-7 Verification of size, location and placement of nails in building shear panels and roof diaphragms in accordance with the project plans. Verification of materials used, periodic inspection of structural plywood and nails placed in shear panels and roof diaphragms in accordance with the approved project plans. CONCLUSION Based on our observations, and to the best of our knowledge , the work observed was performed in accordance with the approved project plans and the 2016 California Building Code. The opportunity to have been of service is appreciated. If you have any questions, please feel free to contact the undersigned at (805) 614-6333. Sincerely, GeoSolutions, Inc. 1)~ ~ IYl,lltlill Patrick B. McNeil! Principal Attachments: Compression Test 2 Avila Ranch Residential August19,2022 COMPRESSION TEST RESULTS (CONCRETE) 3 Project SL09304-7 220 High Street. San Luis Obispo, CA 93401 Phone: (805) 543-8539 1021 West Tama Lane, Santa Marla, CA 93455 Phone: (805) 614-6333 E=,C--::,f L ;-r I C--:::>r----.J ~ 201 S. Milpas, Suite 103, Santa Barbara, CA 93103 Phone: (805) 966-2200 REPORT OF COMPRESSION TEST RESULTS PROJECT: Avila Ranch Development AVILA RANCH DEVELOPERS, INC San Luis Obispo, California c/o Wathen Caatanos Homes PROJECT#'. SL09304-7 735 Tank Farm Road, Suite 290 DATE CAST: 3/17/22 San Luis Obispo, Califomfa 93401 DATE REC'D: 3/18122 CONTRACTOR: Elite Concrete GENERAL LOCATION OF PLACEMENT: Lot 1 -Post-Tension Foundation Svstem SPECIFIC LOCATION OF LOAD: W . Portion of Livina Area Slab/Footinas MIX CLASS MAX. SIZE YARDS TIME OF DISCHARGE OESIGN OF OF LOAD TRUCI< TICKET PER TIME NUMBER CONCRETE AGGREGATE NUMBER NUMBER NUMBER LOAD BATCHED START FINISH 550GN1050 -1u 5 6382 1739643 9.5 4 :03AM 4:43AM 4 :50AM TOTAL AIR UNIT TEMPERATURE TYPE OF SAMPLE: WATER CONTENT WEIGHT SLUMP m.m.ufalnMell) CONCRETE -GROUT -MORTAR AOOED,gal. ,. pd In. AIR SAMPLE SHOTCRETE -OTHER 0 - -4.25 4a• 10· CONCRETE WEAT1£R: Clear SAMPLE TIME: 4 :46AM SUPPLIER: CalPortland Construction FIELD NOTES: Boom pump, vibrator MIX DESIGN STRENGTH: 4,000 PROJECT DESIGN STRENGTH: 3,000 p.s.l. @ 28 days INSPECTOR: BJ AELO SAMPLE AGE LAB DATE . DIAMETER TOTAL ULTIMATE TYPE SET AT BREAK SAMPLE OF AND/OR AREA LOAD STRENGTH TESTED OF NUMBER (DAYS) NUMBER BREAK DIMENSIONS aq Jne. lbs. Ml BY BREAK 7A 7 54342 3/24/22 4.00x8.00 12.57 53,110 4230 SH 3 7B 28 54343 4/14/22 4 .00x8.00 12.57 66620 5,300 KF 3 7C 28 54344 4/14/22 4 .00X8.00 12.57 65,310 5,200 KF 3 70 28 54345 4/14/22 4 .00x8.00 12.57 65,600 5,220 KF 3 7E Hold 54346 ------- 7F FC, (4) 54347 3/21/22 4.00x8.00 12.57 44,070 3,510 LG 3 NUTES: 1 ASTM standard test methods used: C31 C39 C143 C172 C231 C617 C1064 C1231 2 Results relate only to .... _ ,. __ s inspected/tested. 3 This report shal ~W,Jl'~ll ;.,; ~ except in full, without the prior written approval of the agency. 4 Testi~~ns~ ~~lftu ~ ;~iance with approved project plans and specifications. 5 Condition o ·--·v .- 0 r~ ~~ SIGNED: /L._~ ~\::..:: No.£61361 ' l ;i;; DATE: 4/14/22 Cjy__\'--4.: OFCt>,\.\tCJ Page 1 of 1 220 High Street, San Lula Obispo, CA 93401 Phone: (805) 543-8539 1021 West Tama Lane, Santa Marla, CA 93455 Phone: (805) 614-6333 201 S. Mllpas. Suite 103, Santa Barbara, CA 93103 Phone:(805)966-2200 REPORT OF COMPRESSION TEST RESULTS PROJECT: Avila Ranch Development AVILA RANCH DEVELOPERS, INC San Luis Obispo, California c/o Wathen Castano& Homes PROJECT#: Sl09304-7 7 35 Tank Fann Road , Suite 290 DATE CAST: 3/17/22 San Lu is Obispo, California 93401 DATE REC'D: 3/18/22 CONTRACTOR: Elite Concrete GENERAL LOCATION OF PLACEMENT: Lot 2 -Post-Tension Foundation System SPECIFIC LOCATION OF LOAD: Central Portion of Llvlna Area Slab/Footinas MIX Cl.ASS MAX.SIZE YARDS TIME OF DISCHARGE DESIGN OF OF LOAD TRUCK TICKET PER TIME NUMBER CONCRETE AGGREGATE NUMBER NUMBER NUMBER LOAD BATCHED START FINISH 550GN1050 -1" 9 6384 1739647 9.5 4 :41 AM 5:13AM 5:20AM TOTAL AIR UNIT TEMPERATURE TYPE OF SAMPLE: WATER CONTENT WEIGHT SLUMP (Degrees FalnnhelU CONCRETE • GROUT • MORTAR ADDED .gal. "' pd In. AIR "-'IMPlE SHOTCRETE • OTHER 0 - -5.25 49° 71 ° CONCRETE WEATHER : Clear SAMPLE TIME: 5 :16AM SUPPLIER: CalPortland Construction FIELD NOTES: Boom pump, vl>rator MIX DESIGN STRENGTH: 4,000 PROJECT DESIGN STRENGTH: 3,000 p.s.l. @ 28 days INSPECTOR: BJ FIELD SAMPLENJE. LAB DATE DIAMETER TOTAL ULTIMATE TYPE SET AT BREAK SAMPLE OF AND.10R AREA LOAD STRENGTH TESTED OF NUMBER (DAYS) NUMBER BREAK DIMENSIONS sq.Ins. lbs. psi. BY BREAK SA 7 54348 3/24122 4 .00x8.00 12.57 53,990 4 ,300 SH 3 8B 28 54349 4/14122 4 .00x8.00 12.57 60150 4,790 KF 5 SC 28 54350 4/14/22 4 .00x8.00 12.57 61 ,140 4,860 KF 3 80 28 54351 4/14/22 4 .00x8.00 12.57 60,590 4,820 KF 3 SE Hold 54352 -- - SF FC, (4) 54353 3121/22 4 .00x8.00 12.57 42,700 3400 LG 3 NUlt~: 1 ASTM standard test methods used: C31 C39 C143 C172 C231 C617 C1064 C1231 2 Results relate only to the items inspected/tested. 3 This report 17:,:. -'uced, except in full, without the prior written approval of the agency. 4 Testing/i -'"' 1 w,..~ -.,r ''~mpliance with approved project plans and specifications. 5 Conditi1 ~~:~~R o.c'< ~ 10d ,, r-R:.:§2 ~\~ SIGNED: ,V,__ 7rN ;;;: Nn c1:R1~R1 :;o ll±i DATE: 4/14122 fl C /V \\.. $ f...OF CAl \~~ Page 1 ofl 220 High Street, San Luis Obispo, CA 93401 Phone: (805) 543-8539 1021 West Tama Lane, Santa Marfa, CA 93455 Phone: (805) 614-6333 201 S. Milpas, Suite 103, Santa Barbara, CA 93103 Phone: (805) 966-2200 REPORT OF COMPRESSION TEST RESULTS PROJECT: Avila Ranch Development AVILA RANCH DEVELOPERS, INC San Luis Obispo, California c/o Wathen Castanos Homes PROJECT#: SL09304-7 735 Tank Farm Road, Suite 290 DATE CAST: 3/17/22 San Luis Obispo, California 93401 DATE REC'D: 3/18/22 CONTRACTOR: Elite Concrete GENERAL LOCATION OF PLACEMENT: Lot 3-Post-Tension Foundation Svstem SPECIFIC LOCATION OF LOAD: Garage Slab/Footings MIX CLASS MAX. SIZE YARDS TIME OF DISCHARGE OESIGN OF OF LOAD TRUCK TICKET PER TIME NUMBER CONCRETE AGGREGATE NUMBER NUMBER NUMBER LOAD BATCHED START FINISH 550GN1050 -1" 16 6384 1739654 9.5 5:30AM 6:33AM 6:42AM l; TAI. AIR UNIT TEMPERATURE TYPE OF SAMPLE: gal. CONTENT WEIGHT SLUMP (Degrees Fahrllnhell) CONCRETE -GROUT -MORTAR pcf In. AIR SAMPLE SHOTCRETE • OTHER 0 - -5.00 51° 68" CONCRETE WEATHER: Clear SAMPLE TIME: 6:35AM SUPPLIER: CalPortland Construction FIELO NOTES: Boom pump, vibrator MIX DESIGN STRENGTH: 4,000 PROJECT DESIGN STRENGTH: 3,000 p.s.l. @ 28 days INSPECTOR: BJ FIELO SAMPLEN31: LAS DATE DIAMETER TOTAL ULTIMATE TYPE SET AT BREAK SAMPLE OF ANOK>R AREA LOAD STRENGTH TESTED OF NUMBER (DAYS) NUMBER BREAK DIMENSIONS IQ.Ins. lbs. osi. BY BREAK 9A 7 54336 3/24/22 4 .00x8.00 12.57 54,710 4,350 SH 3 9B 28 54337 4/14/22 4 .00x8.00 12.57 64,430 5130 KF 3 9C 28 54338 4/14/22 4 .00x8.00 12.57 63,400 5,040 KF 3 90 28 54339 4/14122 4 .00x8.00 12.57 63,410 5,040 KF 5 9E Hold 54340 ------- 9F FC, (4) 54341 3/21/22 4.00x8.00 12.57 41 ,730 3,320 LG 5 NU le;::,: 1 ASTM standard test methods used: C31 C39 C143 C172 C231 C617 C1064 C1231 2 Results relate only to theAw:!l!_inspected/tested. 3 This report shall n~~ ·r:._i:xJ]l except In full, without the prior written approval of the agency. 4 Testing/inspe~ ~ it.f?"r'L'~: ~' • nee with approved project plans and specifications. 5 Condition of ' " • e ,~ SIGNED: /,,' ~ ' rec No C6 1361 :::o ~ Ier! DATE: 4/14/22 O~<.P),) C/V \\. ~-: 1;-f' OFCP..\..\r()~ Page 1 of 1 I 220 High Street, San Luis Obispo, CA 93401 Phone: (805) 543-853~ 1021 West Tama Lane; Santa Marla, CA 93455 Phone: (805) 614-6333 201 S. Milpas, Suite 103, Santa Barbara, CA 93103 Phone: (805) 966-2200 REPORT OF COMPRESSION TEST RESULTS PROJECT: Avila Ranch Development AVILA RANCH DEVELOPERS, INC San Luis Obispo, ballfomia clo Wathen Castanos Homes PROJECT#:SL09304-7 735 Tank Farm Road, Suite 290 DATE CAST: 3/25/22 San Luis Obispo, CalHomia 93401 DATE REC'D: 3/26/22 CONTRACTOR: Elite Concrete GENERAL LOCATION OF PLACEMENT: Lot 4-Post-Tension Foundation System SPECIFIC LOCATION OF LOAD: Perimeter of Garage Slab MDC CLASS MAX. SIZE VAROS t• TIME OF DISCHARGE DESIGN OF OF LOAD TRUCK TICKET PER TIME NUMBER CONCRETE AGGREGATE NUMBER NUMBER NUMBER LOAD BATCHED START I FINISH 550GN1050 -1i 3 4002. ·1742286 9.s • 4:14AM 4:50AM 4:59AM TOTAL AIR UNIT TEMPERATURE TYPE OF SAMPLE: WATER CONTENT WEIGHT SLUMP (Degraes Fahnlithell) CONCRETE • GROUT • MORTAR ADDED, gal. % pct In AIR I SAMPLE SHOTCRETE-OTHER 0 --6.00 51° 75° CONCRETE WEATHER: Foggy-SAMPLE TIME: 4:56AM SUPPLIER: CalPortland Construction FIELD NOTES: Boom pump; vibrator MIX DESIGN STRENGTH: 4,000 PROJECT DESIGN STRENGTH: 3,000 p.s.l. @28 days INSPECTOR: BJ FIELD SAMPLE AGE LAB DATE DIAMETER TOTAL ULTIMATE TYPE SET AT BREAK SAMPLE OF ANDIOR AREA LOAD STRENGTH TESTEI) OF NUMBER (DAYS) NUMBER BREAK DIMENSIONS sq.Ins. lbs. psL BY BREAK. 10A 7 54539 4/1/22 4.00xB.00 12.57 48,630 3,870 KF 5 108 28 54540 4/22/22 4.00xB.00 12.57 61,620 4,900 DX 5 16c 28 54541 4/22/22 4.00xB.00 12.57 63,560. 5,060 DX 5 100 28 54542 4/22/22 4.otrxs.oo 12.57 58,810 4;680 DX 5 10E Hold 54543 .. ------ 10F FC 54544 4/22/22. 4.oox8.oo 12.57 58,620 4,660 AE 3 l'IIVICQ: 1 ASTM standard test methods used: C31 C39 C143 C172. C231 C617 C1064 C1231 2_ R~u.!ts .. rel~te onl to ~he H.8-~ inl5pecte~~t~. _ -- 3 This re = _,.. 1 produced, except In full, without the prior written approval of the agency. 4 Te ,n: t:-;--' In compliance with approved project plans and specifications. 5 Co~ ~~ii 1-.,.~, :Good • e:'~1 1GNED: I/A '-'-~:· ~-:;; o •tti DATE: 4/22/22. . -~,-~~: OF Cfl\ .. \~a Page lofl I f. Avila Ranch Residential August 19, 2022 DAILY FIELD REPORTS 4 Project SL09304-7 Project Number: SL09304-4 220 High Street, San Luis Obispo, CA 93401 Phone:805-543-8539 1021 West Tama Lane, Santa Maria, CA 93455 Phone: 805-614-6333 201 S. Milpas, Suite 103, Santa Barbara, CA 93103 Phone: 805-966-2200 Daily Field Report Weather: Clear -63F. Date: 3/14/22 Project Name: Avila Ranch Clusters -Lots 1-4 Cllent/Client Rep: Avila Ranch LLC Job Address: Avila Ranch Clusters -San Luis Obispo, CA -Lots 1-4 D Grading Observation 0 Compaction Footings Reinforcing Steel Items Inspected: Purpose of Site Visit O Concrete Observation D R-Meter 0 Grout Observation O Epoxy Embed D Masonry Observation (!] Post Tension 0 Shotcrete Observation D Wood Framing Permit#: D Caisson Observation 0 Helical Pier Observation 0 Other: Verified size, grade, location and the placement of reinforcing steel, post-tension tendons with hardware, holdowns and anchor bolts located at Lot # 1-4 to be in general conformance with the approved plans by IDS Engineering, Inc. dated: 11/19/21. Corrections : Re-entrant comer bars need to be within 2• from top of slab. (Pull up or wet set at time of concrete placement) Clean all loose debris from the bottom of the footings and maintain 3• clearance between reinforcing steel and Earth. (Including bedding sand in footings with clearance for holdowns.) Install all holdowns required with additional reinforcing. (Missing and not on site.) Cover or tape exposed live greater than 1 •. Cover all plumbing in contact with concrete. Pre-saturate all footings and slabs and pads. Additional inspection is required prior to concrete placement for corrections. Concrete placement is scheduled for 3/17/22. Report By: Jeff Corbett :="'..::",':',!':..":""'..,,,.. ICC#5286522-MI Coples To: Phil E-,n. 220 High Street, San Luis Obispo, CA 93401 Phone:805-543-8539 1021 West Tama Lane, Santa Maria, CA 93455 Phone: 805-614-6333 201 S. Milpas, Suite 103, Santa Barbara, CA 93130 Phone: 805-966-2200 Daily Field Report Project Number: SL09304-7 Weather: Clear, warm Date: 3/15/22 Project Name: Avila Ranch Development Client/Client Rep: Avila Ranch Developers, Inc. Job Address: Earthwood Lane, San Luis Obispo, CA Report#: 0 Grading Observation D Compaction D Footings I!] Reinforcing Steel Items Inspected: Purpose of Site Visit O Concrete Observation 0 Grout Observation D Masonry Observation 0 Shotcrete Observation OR-Meter 0 Epoxy Embed I!] Post Tension 0 Wood Framing O Caisson Observation 0 Helical Pier Observation 0 Other: Observed corrections to reinforcing steel, post tension tendons, and holdowns installed on lots 1-4 noted in the field report dated 3/14/22 by Jeff Corbett. All corrections have been implemented, with the following exceptions. On lot 4, one STHD14 holdown was missing in the front porch area along the east side of the residence. On lot 4, one STDH10 holdown along the south side of the residence did not have the additional #4 reinforcement required if a tendon is not within the shear cone. Placement of re-entrant bars is to be adjusted so that the upper bars are 2-inches from the top of the slab. Moisture conditioning of the footings was in progress at the time of inspection. Moisture conditioning is to continue on a daily basis until concrete placement. • Corrections to be verified immediately prior to placement of concrete. Report By: Brian Jagger ::!"',.,-=',~•~'T..... ICC #9493966 Coples To: r E~n. 220 High Street, San Luis Obispo, CA 93401 Phone: 805-543-853~ 1021 West Tama Lane, Santa Maria, CA 93455 Phone: 805-614-6333 201 5. Milpas, Suite 103, Santa _Barbara, CA 93103 Phone: 805-966-2200 Daily Field Report. Project Number: SL09304-7 Weather: CLEAR 50 (A.M) Date: ~/17/22 Project Name: AVILA RANCH DEVELOPMENT Client/Client Rep: WATHEN CASTANOS Job Address: EARTHWOOD LANE, SAN LUIS OBISPO, CA Pennlt #: D Grading Observation D Compaction D Footings 0 Reinforcing Steel Items Inspected: Purpose of Site Visit Concrete Observation O R-Meter · O Caisson Observation 0 Grout Observation O Epoxy Embed 0 Masonry Observation D Post Tension 0 Helical Pier Observation D Other: • 0 Shotcrete Observation O Wood Framing OBSERVED PLACEMENT AND CONSOLIDATION OF REINFORCED CONCRETE (MIX #550GN1050/ SUPPLIED BY CAL PORTLAND/ APP ROXI MA TEL Y 190 CUBIC YARDS) PLACED WITHIN THE LOTS 1-3 POST TENSION FOUNDATION SYSTEMS TO BE IN GENERAL CONFORMANCE WITH THE PROJECT PLANS AND DETAILS. CONCRETE PLACED BY BOOM TRUCK PUMP AND CONSOLIDATED BY MECHANICAL VIBRATION. CAST (3) SETS OF (6) CONCRETE CYLINDERS FOR COMPRESSIVE STRENGTH TESTING. Report By: <.~z:.... :::-"..::',1,';;7::i... ICC #8215163 Copies "f o: PHIL Project Number: SL09304-7 220 High Street, San Luis Obispo, CA 93401 Phone:805-543-8539 102·1 West Tama Lane, Santa Maria; CA 93455 Phone: 805-614-6333 201 S. Milpas, Suite 103, Santa Barbara, CA 93130 Phone: 805-966-2200 Daily Field Rep.Ort Weather: Clear, warm Date: 3/22/22 Project Name: Avila Ranch Development Client/Client Rep: Avila Ranch Developers, Inc. Job Address: Earthwood Lane, San Luis Obispo, CA Report#: Purpose of Site Visit 0 Grading Observation D Compaction 0 Footings 0 Reinforcing Steel Items Inspected: D Concrete Observation 0 Grout Observation D Masonry Observation D Shotcrete Observation QR-Meter 0 Epoxy Embed I!] Post Tension 0 Wood Framing O Caisson Observation 0 Helical Pier Observation 0 Other: Observed tensioning of all post-tension tendons installed in the slabs of the residences under construction on lots 1, 2, and 3 to the required stress of 33 kips using jack/gauge #2021-076 calibrated February 4, 2022 and jack/gauge #18-387 calibrated February 25, 2022. Tendon elongations were measured to be in conformance with project plans onsite by IDS Engineering, Inc. Acceptable to cut the ends of tendons at this time. Report By: Brian Jagger ~,.,"r:',':':.:';.T,,,. ICC #9493966 Coples To: 220 High Street, San Luis Obispo, CA 93401 Phone: 805-543-8539 1021 West Tama Lane, Santa Maria, CA 93455 Phone:805-614-6333 201 S. Milpas, Suite 103, Santa Barbara, CA 93130 Phone:805-966-2200 Daily Field Report Project Number: SL09304-7 Weather: Clear, cool Date: 3/25/22 Project Name: Avila Ranch Development -Lots 4-6 Client/Client Rep: Avila Ranch Developers, Inc. Job Address: Earthwood Lane, San Luis Obispo, CA Report#: Purpose of Site Visit 0 Grading Observation 0 Compaction 0 Footings Reinforcing Steel Items Inspected: Concrete Observation 0 Grout Observation 0 Masonry Observation 0 Shotcrete Observation OR-Mater 0 Epoxy Embed Post Tension D Wood Framing D Caisson Observation D Helical Pier Observation 0 Other: Observed corrections noted in the field reports dated 3/15/22 and 3/23/22 prior to the start of concrete placement. Subsequently observed the placement of concrete supplied by Calportland (Product: 550GN1050) for the post-tension foundation systems of the residences under construction on lots 4, 5 and 6. Concrete was placed using a boom pump and consolidated by vibration. Cast-three sets of cylinders for compressive strength testing (one from concrete placed on each lot). These samples are to remain undisturbed until picked up by a representative of GeoSolutions. Report By: Brian Jagger :-v..=,.~.i:::::-,,.,. ICC #9493966 Coples To: Robert 220 High Street, San Luis Obispo, CA 93401 Phone:805-543-8539 1021 West Tama Lane, Santa Maria, CA 93455 Phone:805-614-6333 201 S. Milpas, Suite 103, Santa Barbara, CA 93130 Phone: 805-966-2200 Daily Field Report Project Number: SL09304-7 Weather: Clear, cool Date: 4/1/22 Project Name: Avila Ranch Development Client/Cllent Rep: Avila Ranch Developers, Inc. Job Address: Earthwood Lane, San Luis Obispo, CA Report#: D Grading Observation D Compaction D Footings D Reinforcing Steel Items Inspected: Purpose of Site Visit O Concrete Observation D R-Meter 0 Grout Observation D Epoxy Embed 0 Masonry Observation [!] Post Tension 0 Shotcrete Observation O Wood Framing 0 Caisson Observation 0 Helical Pier Observation 0 Other: Observed tensioning of all post-tension tendons installed in the slabs of the residences under construction on lots 4, 5, and 6 to the required stress of 33 kips using jack/gauge #2021-076 calibrated February 4, 2022 and jack/gauge #18-387 calibrated February 25, 2022. Tendon elongations were measured to be in conformance with project plans onsite by IDS Engineering, Inc. (approved Feb. 3, 2022). Acceptable to cut the ends of tendons at this time. Report By: Brian Jagger:"' ... '?:':=.~..... ICC #9493966 Copies To: 220 High Street, San Luis Obispo, CA 93401 Phone:805-543-8539 1021 W~st Tama Lane, Santa Maria, CA 93455 Phone: 805-614-6333 201 S. Milpas, Suite 103, Santa Barbara, CA 93103 Phone: 805-966-2200 Daily Field Report Project Number: SLO9304-4 Weather: 70 Date: 5/4/22 Project Name: Avila Ranch Client/Client Rep: Phil G Job Address: Lot 1 103 Earthwood Lane, San Luis Obispo, CA 93401 Permit#: 0 Grading Observation D Compaction 0 Footings 0 Reinforcing Steel Items Inspected: Purpose of Site Visit O Concrete Observation O R-Meter 0 Grout Observation O Epoxy Embed 0 Masonry Observation D Post Tension 0 Shotcrete Observation [!] Wood Framing 0 Caisson Observation D Helical Pier Observation 0 Other: Verified size,grade,location and placement of wood framing for proper nailing,anchoring,and other fastening of the components of the Interior and exterior shear walls with spacing of 4-inches on center or less at Lot 1, 103 Earthwood Lane. to be in general conformance with the approved plans dated 2-3-2022. • Engineer: IDS Engineering Corrections: No corrections at this time. Report By: Terry Flatley:".:::':~-;:= ... Copies To: Phil G Kraig C Pat M 220 High Street, San Luis Obispo, CA 93401 Phone: 805-543-8539 1021 West Tama Lane, Santa Maria, CA 93455 Phone: 805-614-6333 201 S. Milpas, Suite 103, Santa Barbara, CA 93103 Phone: 805-966-2200 Daily Field Report Project Number: SLO9304-4 Weather: 63 WINDY Date: 5/9/22 Project Name: Avila Ranch Client/Client Rep: Phil G Job Address: Lot 2 105 Earthwood Lane, San Luis Obispo, CA 93401 Permit#: D Grading Observation D Compaction D Footings D Reinforcing Steel Items Inspected: Purpose of Site Visit D Concrete Observation D R-Meter D Grout Observation D Epoxy Embed 0 Masonry Observation D Post Tension D Shotcrete Observation I!] Wood Framing 0 Caisson Observation 0 Helical Pier Observation 0 Other: Verified size,grade,location and placement of wood framing for proper nailing,anchoring,and other fastening of the components of the Interior and exterior shear walls with spacing of 4-inches on center or less at Lot 2, 103 Earthwood Lane. to be in general conformance with the approved plans dated 2-3-2022. Engineer: IDS Engineering Corrections: Install Lpt4's or A35's at gable fill trusses and at shear at porch Install Strap At Garage header 1 missing. Holdowns at rear of home reversed. RFI repair Call For re-inspection Report By: Terry Flatley~.::'.:',~'.;~~ Copies To: Phil G Kraig C Pat M 220 High Street, San Luis Obispo, CA 93401 Phone: 805-543-8539 1021 West Tama Lane, Santa Maria, CA 93455 Phone: 805-614-6333 201 S. Milpas, Suite 103, Santa Barbara, CA 93103 Phone: 805-966-2200 Daily Field Report Project Number: SLO9304-4 Weather:· 63 WINDY Date: 5/9/22 Project Name: Avila Ranch Client/Client Rep: Phil G Job Address: Lot 2 107 Earthwood Lane, San Luis Obispo, CA 93401 Pennlt #: D Grading Observation 0 Compaction D Footings D Reinforcing Steel Items Inspected: Purpose of Site Visit D Concrete Observation D R-Meter D Grout Observation D Epoxy Embed D Masonry Observation D Post Tension D Shotcrete Observation [!] Wood Framing D Caisson Observation D Helical Pier Observation D Other: Verified size,grade,location and placement of wood framing for proper nailing,anchoring,and other fastening of the components of the Interior and exterior shear walls with spacing of 4-inches on center or less at Lot 2, 107 Earthwood Lane. to be in general conformance with the approved plans dated 2-3-2022. Engineer: IDS Engineering Corrections: Install Lpt4's or A35's at gable fill trusses and at shear at porch Install Strap At Garage header 1 missing~ Holdowns at rear of home reversed. RFI repair Call For re-inspection Report By: Terry Flatley :=--..=:,-:.~-::;::.. Copies To: Phil G Kraig C Pat M Project Number: SL09304-4 220 High Street, San Luis Obispo, CA 93401 Phone: 805-543-8539 1021 West Tama Lane, Santa Maria, CA 93455 Phone:805-614-6333 201 S. Milpas, Suite 103, Santa Barbara, CA 93103 Phone: 805-966-2200 Daily Field Report Weather: Clear -64F. Date: 5/11/22 Project Name: Avila Ranch -Lot #2 Client/Client Rep: WC Homes Job Address: Avila Ranch -Lot #2 -107 Earthwood Lane -San Luis Obispo, CA Permit#: D Grading Observation D Compaction D Footings D Reinforcing Steel Items Inspected: Purpose of Site Visit D Concrete Observation O R-Meter D Grout Observation O Epoxy Embed 0 Masonry Observation O Post Tension 0 Shotcrete Observation [!] Wood Framing 0 Caisson Observation 0 Helical Pier Observation 0 Other: Verified size, grade, location and the placement of wood framing for the proper nailing, bolting, anchoring and other fastening of the components to the roof diaphragm system & shear walls with four inch nailing patterns or less located at Lot #2 to be in general conformance with the approved plans by IDS Engineering dated : 2/3/2022. Corrections: None at this time. Report By: Jeff Corbett ~.':'.~":':'.... ICC#5286522-MI Coples To: Phil C .l; l Project Number: SL09304-4 220 High Street, San Luis Obispo, CA 93401 Phone:805-543-8539 1021 West Tama Lane, Santa Maria, CA 93455 Phone:805-614-6333 201 S. Milpas, Suite 103, Santa Barbara, CA 93103 Phone:805-966-2200 Daily Field Report Weather: Clear -64F. Date: 5/11/22 Project Name: Avila Ranch -Lot #2 Client/Client Rep: WC Ho'mes Job Address: Avila Ranch -Lot #2 -107 Earthwood Lane -San Luis Obispo, CA Permit#: 0 Grading Observation D Compaction D Footin~s 0 Reinforcing Steel Items Inspected: Purpose of Site Visit O Concrete Observation O R-Meter D Grout Observation D Epoxy Embed D Masonry Observation O Post Tension 0 Shotcrete Observation [!] Wood Framing D Caisson Observation D Helical Pier Observation 0 Other: Verified size, grade, location and the placement of wood framing for the proper nailing, bolting. anchoring and other fastening of the components to the roof diaphragm system & shear walls with four inch nailing patterns or less located at Lot #2 to be in general conformance with the approved plans by IDS Engineering dated : 2/3/2022. Corrections : None at this time. Report By: Jeff Corbett :="..=',':',;",.<;':',... ICC#5286522-MI Coples To: Phil 220 High Street, San Luis Obispo, CA 93401 Phone: 805-543-8539 1021 West Tama Lane, Santa Maria, CA 93455 Phone:· 805-614-6333 201 S. Milpas, Suite 103, Santa Barbara, CA 93103 Phone: 805-966-2200 Daily Field-Report Project Number: SLO9304-4 Weather: 63 WINDY Date: 5/17/22 Project Name: Avila Ranch Cllent/Cllent Rep: Phil G Job Address: Lot 3 115 Earthwood Lane, San Luis Obispo, CA 93401 Permit#: 0 Grading Observation D Compaction 0 Footings 0 Reinforcing Steel Items Inspected: Purpose of Site Visit D Concrete Observation D R-Meter 0 Grout Observation O Epoxy Embed D Masonry Observation D Post Tension 0 Shotcrete Observation [!] Wood Framing D Caisson Observation . 0 Helical Pier Observation D Other: Verified size,grade,location and placement of wood framing for proper nailing,anchoring,and other fastening of the components of the Interior and exterior shear walls with spacing of 4-inches on center or less at Lot 3, 115 Earthwood Lane. to be in general conformance with the approved plans dated 2-3-2022. Engineer: IDS Engineering . Corrections: None at this time. Report By: Terry Flatley~..::",':'.:.-::~ Copies To: Phil G Kraig C Pat M EL 220 High Street, San Luis Obispo, CA 93401 Phone: 805-543-8539 1021 West Tama Lane, Santa Maria, CA 93455 Phone: 805-614-6333 201 S. Milpas, Suite 103, Santa Barbara, CA 93103 Phone: 805-966-2200 l ; Daily Field Report Project Number: SLO9304-4 Weather: 63 WINDY Date: 5/17/22 Project Name: Avila Ranch Cllent/Cllent Rep: Phil G Job Address: Lot 4 111 Earthwood Lane, San Luis Obispo, CA 93401 Permit#: D Grading Observation 0 Compaction D Footings D Reinforcing Steel Items Inspected: Purpose of Site Visit D Concrete Observation D R-Meter D Grout Observation D Epoxy Embed D Masonry Observation O Post Tension D Shotcrete Observation I!] Wood Framing D Caisson Observation D Helical Pier Observation D Other: Verified size,grade,location and placement of wood framing for proper nailing,anchoring,and other fastening of the components of the Interior and exterior shear walls with spacing of 4-inches on center or less at Lot 4, 111 Earthwood Lane. to be in general conformance with the approved plans dated 2-3-2022. Engineer: IDS Engineering Corrections: None at this time. Report By: Terry Flatley ~=.':~-:.."::w Copies To: Phil G Kraig C Pat M Project Number: SL09304-7 220 High Street, San Luis Obispo, CA 93401 Phone: 805-543-8539 1021 West Tama Lane, Santa Maria, CA 93455 Phone: 805-614-6333 201 S. Milpas, Suite 103, Santa Barbara, CA 93130 Phone: 805-966-2200 Daily Field Report Weather: Clear, warm Data: 3/8/22 Project Name: Avila Ranch Development Client/Client Rep: Avila Ranch Developers, Inc. Job Address : Earthwood Lane, San Luis Obispo, CA 0 Grading Observation D Compaction Footlnga 0 Reinforcing Steel Items Inspected: Purpose of Site Vlalt O Concrete Obaervatlon O R-Meter 0 Grout Obaervatlon O Epoxy Embed D Maaonry Obaervatlon D Post Tenalon D Shotcrete Obaervatlon D Wood Framing Report#: 0 Calaaon Obaervatlon D Helical Pier Obaervation D Other: Observed footing excavations for the residences to be constructed on lots 1-3 for conformance with project plans onsite by IDS Engineering, Inc. dated November 19, 2021 , as well as the Soils Engineering Report Update by this office dated August 28, 2018. Significant dessication cracks were observed in the footing excavations. Per the referenced SER, footing excavations are to be kept moist until concrete placement. Maintaining moisture in bullding pads and footing excavations during construction is essential to prevent heaving of expansive soils after construction of Improvements. GeoSolutions will not approve footing excavations which are not maintained in a moist condition. Contractor to keep footing excavations moist until concrete placement; daily moisture conditioning may be requ ired to prevent dessication. Porch pad footing depths have been increased to a mi nimum of 24-i nches below adjacent grade, in conformance with RFI #1 -Porch Foundation Depths, dated February 9, 2022. Footing dimensions were observed to be in general conformance with project plans onsite. Contractor to remove loose material from the excavations. Report By: Brian Jagger :--..=-.::,~ ICC #9493966 Coples To: I 220 High Street, San Luis Obispo, CA 93401 Phone: 805-543-8539 1021 West Tama Lane, Santa Marla, CA 93455 Phone: 805-614-6333 201 S. Mil pas, Suite 103, Santa Barbara, CA 93103 Phone: 805-966-2200 Daily Field Report Project Number: SL09304-4 Weather: Clear-63F. Date: 3/14/22 Project Name: Avila Ranch Clusters -Lots 1-4 Cllent/Cllent Rep: Avila Ranch LLC Job Addrees: Avila Ranch Clusters -San Luis Obispo, CA-Lots 1-4 Pennlt#: D Grading Obeervation D Compaction l Footings l Reinforcing Steel Item• lnapected: Purpose of Site Visit D Concrete Observation D R-Meter D Grout Observation D Epoxy Embed D Masonry Observation [!l Poat Tension D Shotcrete Observation D Wood Framing D Caisson Observation D Helcal Pier Observation D Other: Verified size, grade, location and the placement of reinforcing steel, post-tension tendons with hardware, holdowns and anchor bolts located at Lot # 1-4 to be in general conformance with the approved plans by IDS Engineering, Inc. dated : 11 /19/21 . Corrections : Re-entrant comer bars need to be within 2• from top of slab. (Pull up or wet set at time of concrete placement) Clean all loose debris from the bottom of the footings and maintain 3• clearance between reinforcing steel and Earth. (Including bedding sand in footings with clearance for holdowns.) Install all holdowns required with additional reinforcing. (Missing and not on site.) Cover or tape exposed live greater than 1 •. Cover all plumbing In contact with concrete . Pre-saturate all footings and slabs and pads. Additional inspection is required prior to concrete placement for corrections. Concrete placement is scheduled for 3/17/22. Report By: Jeff Corbett ::""..=:,:',:"~-ICC#5286522-MI Coplea To: Phil Project Number: SL09304-7 220 High Street, San Luis Obispo, CA 93401 Phone : 805-543-8539 1021 West Tama Lane, Santa Maria, CA 93455 Phone : 805-614-6333 201 S. Milpas, Suite 103, Santa Barbara, CA 93130 Phone : 805-966-2200 Daily Field Report Weather: Clear, wann Date: 3/15/22 Project Name: Avila Ranch Development Client/Client Rep: Avila Ranch Developers, Inc. Job Address: Earthwood Lane, San Luis Obispo, CA D Grading Observation D Compaction D Footings Reinforcing Steel Item• Inspected: Purpose of Site Visit D Concrete Observation D R-Meter D Grout Observation O Epoxy Embed D Masonry Observation [!] Post Tension D Shotcrete Observation D Wood Framing Report#: D Caisson Observation 0 Helical Pier Observation 0 Other: Observed corrections to reinforcing steel, post tens ion tendons , and holdowns installed on lots 1-4 noted in the field report dated 3/14/22 by Jeff Corbett. All corrections have been implemented , with the following exceptions. On lot 4, one STHD14 holdown was missing in the front porch area along the east side of the residence . On lot 4, one STDH 1Oholdown along the south side of the residence did not have the additional #4 reinforcement required if a tendon is not within the shear cone . Placement of re-entrant bars is to be adjusted so that the upper bars are 2-inches from the top of the slab . Moisture conditioning of the footings was in progress at the time of inspection . Moisture conditioning is to continue on a daily basis until concrete placement. Corrections to be verified immediately prior to placement of concrete. Report By: Brian Jagger :"'..::","::.:..."T,.... ICC #9493966 Coples To: I 220 High Street, San Luis Obispo, CA 93401 Phone: 805-543-8539 1021 West Tama Lane, Santa Maria, CA 93455 Phone: 805-614-6333 201 S. Milpas, Suite 103, Santa Barbara, CA 93103 Phone: 805-966-2200 Daily Field Report Project Number: SL09304-7 Weather: CLEAR 50 (AM) Date: 3/17/22 Project Name: AVILA RANCH DEVELOPMENT Cllent/Cllent Rep: WATHEN CASTANO$ Job Addreu: EARTHWOOD LANE, SAN LUIS OBISPO, CA Pennlt#: D Grading Ob9ervatlon D Compaction D Footing• D Reinforcing Steel Items Inspected: Purpose of Site Visit Concrete Observation D R-Meter D Grout Observation D Epoxy Embed 0 Masonry Observation D Poat Tenalon 0 Shotcrete Observation D Wood Framing D Caisson Observation D Helical Pier Observation D Other: OBSERVED PLACEMENT AND CONSOLIDATION OF REINFORCED CONCRETE (MIX #550GN1050/ SUPPLIED BY CAL PORTLAND/ APPROXIMATELY 190 CUBIC YARDS) PLACED WITHIN THE LOTS 1-3 POST TENSION FOUNDATION SYSTEMS TO BE IN GENERAL CONFORMANCE WITH THE PROJECT PLANS AND DETAILS . CONCRETE PLACED BY BOOM TRUCK PUMP AND CONSOLIDATED BY MECHANICAL VIBRATION . CAST (3) SETS OF (6) CONCRETE CYLINDERS FOR COMPRESSIVE STRENGTH TESTING . Report By: caz., t:""..=,;,,~:-:;r.., ICC #8215163 Coples To: PHIL I E Project Number: SL09304-7 220 High Street, San Luis Obispo, CA 93401 Phone: 805-543-8539 1021 West Tama Lane, Santa Maria, CA 93455 Phone:805-614-6333 201 S. Milpas, Suite 103, Santa Barbara, CA 93130 Phone: 805-966-2200 Daily Field Report Weather: Clear, warm Date: 3/22/22 Project Name: Avila Ranch Development Cllent/Cllent Rep: Avila Ranch Developers, Inc. Job Addren: Earthwood Lane, San Luis Obispo, CA D Grading Obeervatlon D Compaction D Footing• D Reinforcing Steel Item• ln•pected: Purpose of Site Vlalt D Concrete Obaervatlon D R-Meter 0 Grout Obeervatlon D Epoxy Embed 0 Maaonry Obaervatlon I!] Poat Tenalon 0 Shotcrete Obaervatlon D Wood Framing Report#: D Calason Obaervatlon 0 Helcal Pier Observation D Other: Observed tensioning of all post-tension tendons installed in the slabs of the residences under construction on lots 1, 2, and 3 to the required stress of 33 kips using jack/gauge #2021-076 calibrated February 4 , 2022 and jack/gauge #18-387 calibrated February 25, 2022. Tendon elongations were measured to be in conformance with project plans onsite by IDS Engineering, Inc. Acceptable to cut the ends of tendons at this time. Report By: Brian Jagger :=-=:::..~ ICC #9493966 Cople• To: I C..:> I l J I I C ) r--.J ~ , 220 High Street, San Luis Obispo, CA 93401 Phone: 805-543-8539 1021 West Tama Lane, Santa Marla, CA 93455 Phone: 805-614-6333 201 S. Milpas, Suite 103, Santa Barbara, CA 93103 Phone: 805-966-2200 Daily Field Report Project Number: SLO9304-4 Weather: 70 Date : 5/4/22 Project Name: Avila Ranch Cllent/Ctlent Rep: Phil G Job Address: Lot 1 103 Earthwood Lane, San Luis Obispo, CA 93401 Pennlt #: D Grading Observation D Compaction D Footing• D Reinforcing Steel Item• lnapected: Purpose of Site Visit D Concrete Observation D R-Meter D Grout Observation D Epoxy Embed D MHonry Observation O Post Tension D Shotcrete Observation [!] Wood Framing D Caluon Observation D Helical Pl,r Observation D Other: Verified size,grade,location and placement of wood framing for proper nailing,anchoring,and other fastening of the components of the Interior and exterior shear walls with spacing of 4-lnches on center or less at Lot 1, 103 Earthwood Lane. to be in general confonnance with the approved plans dated 2-3-2022. Engineer: IDS Engineering Corrections: No corrections at this time. Report By: Terry Flatley :-=:.=~ CoplN To: Phil G Kraig C Pat M October 23, 2020 City of San Luis Obispo Public Works Department 919 Palm Street San Luis Obispo, CA 93401 rrm design g roup RE: Pad Certification for Lots 1-21, 23-28, 31-86, 88-97 & 108-109, Avila Ranch, Tract 3089 Job No. 0661-02-LP 17 This letter is to certify that on October 8, 2020 and October 20, 2020, a field crew from this office measured the pads for the above-mentioned project. The pads were measured for elevation referenced from the benchmark being a lead & tack in the top of curb at the northeast curb return of Industrial Way and Sacramento Drive being "City BM # 98" elevation of 200 .17 feet (SLO benchmark system rev. January 2001 based on NAVO 1988). This pad certification is for certifying the as-built pad elevations only as of the date of the survey stated above. The results of the survey are shown on the attached sketches. RRM DESIGN GROUP 10/23/2020 Steven Brian Webster, PLS 7561 Date www.rrmdesign.com a California corporation • Lenny Grant, Architect C26973 • Robert Comacho, PE76597 • Steve Webster. LS 7561 • Jeff Ferber. LA 2844 rrm = 7'55..~St.S.,!IJ:J •klflll.a()bapo.CA'3,CII c,:IIC5(S.U-11'••t l80St~ www.nmdngn.com SCAtE: 1"•50' AVILA RANCH TRACT 3089 PAO CERTIFICATION 4:-"~""' T X105.84 1'011\ 19 ,os_,., I XIQS.12 I 100.ml XI l!_ _ ~l~40-~0741 I I X1QUI 105.17 >el014~ JCIOIT xt(IUJ 1 13 26 27 IOU ff' IOUffl IOUFP / I lOStFP I XU:l!.8' I •10L41 I KIOl!IO I / L --~ ... _ ~ .............. , .. _l 'illll.lA ~S!.._ -_/ ll 10/23/2020 AVILA RANCH TRACT 3089 PAD CERTIFICATION J.IUS~StS-..Gh SO'llA0tmo.CAt)CJ1 o:~5411'••':-~ mndt11gn.c«ft Michael B Stanton, PLS 5702 3559 South Higuera Street San Luis Obispo, CA 93401 March 9, 2022 Community Development Dept. City of San Luis Obispo 919 Palm Street San Luis Obispo, california 93401 Tel: 805 .594.1960 Cell: 805 .440.4215 Fax: 805.594 -1966 RE: Form Certification for Lot 1 of Tract 3089, Phase 1 Contractor: Wathen Castanos MBS Job# 22-024 Dear Sir or Madam: Phil Buentiempo has asked me to provide a letter certifying the foundation forms for a building under construction on lot 1 of Tract 3089, Phase 1. On March 8, 2022, a field crew from this office checked the position of the foundation forms based on the calculated property lines from the Tract Map calculated from centerline straddlers that were measured and located in the field . Based on our field survey of the forms and a review of Tract 3089, Phase 1 Final Map, the forms are in general conformance with the approved precise grading plans. This analysis is based on surveyed form locations based on the position of property lines calculated from measured centerline monument straddlers . If you have any questions, or need further information, please do not hesitate to call. Sincerely, remiah Herman, PLS 9420 9 I ~02.J... fii) rn@rn~wrn rrr ln1 MAR 09 2022 ~. Wathen Castanos Homes 80 Amount paid: $352.32 Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 UTILITY SERVICE INSTALLATION WORK-ORDER Customer Billing Information ICreated By: Vanessa Nichols I Permit -BLDG-2897-2021 Name: Avila Ranch Developers, Inc. Description: 1" Meter and install for new single- Mailing address: 1446 Tollhouse Rd, Ste . 103 family residence City, St. Zip: Clovis, CA 93611 Phone: 805-603-8361 Meter Address Suite Size Serial# Mf Read Res Com Landscape Recycled 103 Earthwood Lane 1" X Important; Please read carefully. Failure to comply could result in additional expense. 1. If metered service is to be used for landscape, an approved backflow device must be installed per approved plan and City standard prior to the meter set. 2. A minimum of 48 hours prior notification is required for all inspection/installation requests. Call Public Works Inspection at 805-781-7554 to schedule. 3. An encroachment permit is required for any work performed in the public right-of way. 4 . At time of meter installation, a water and sewer billing account will be established using customer information shown above. An account set-up will be assessed at that time and sewer and water use charges will commence. CUSTOMER * PUBLIC WORKS INSPECTOR * CORP YARD * -UTILITY BILLING * BUILDING DEPT. Building & Safety Division Construction Permit Application Community Development 919 Palm Street, San Luis Obispo, CA 93401-3218 1 IDENTIFY YOUR BUILDING PROJECT Property Address:IO2, earrtl/VC)(lj Lane, ~on l.M\~ 00~{)0 Property Owner: Avila Ranch Developers Inc Owner's Mailing Address: 2505 Alluvial Ave, Clovis CA 93611 T 805.781.7180 F 805.781 .7182 Assessor's Parcel# __ -____ _ Phone: 8055955440 Oucensed Design Professional In Responsible Charge or Non -Licensed Designer (when allowed by statutes): Name: ______________________________ License No. ______ _ Address : ___________________________ ,Phone: ________ _ Description of work: LOf \, p\an ClU$tt.r \ o Dwelli ng Units: __ Occupancy Group: 12-~IU Const Type \/ B Fire Sprinklers lProject Value $ \ ~\~ 00 Floor Area (Sq. Ft): Living \ '(;\ \ Garage L\-'2.L\ Deck _____ Other__.?-ld5 _____ _ Permit Types Required::lgBuilding Mechanical Electrical Plumbing Grading-C .Y __ Demolition Select Plan Check Consultant: [Jccc []NILLDAN BUREAU VERITAS IDENTIFY WHO WILL PERFORM THE WORK (Select and Complete e/ther2a or2b) I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 commencing with Section 7000 of Division 3 of the Business and Professions Code, and my license is in full force and effect . Contractor Name: WCP Developers LLC License Class b License No. 1035148 n 2b-OWNER;8UILOER'S DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors ',--::S:-:-tat_e..,..Li,..._ce_n_se-,-L-aw---=for- ifie reason(s) indicated below by the checkmar1<(s) I have placed next to the applicable item(s) (Sectio n 7031 .5, Business and Professions Code : Any city or county that requires a permit to construct, alter, improve, demolish , or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors' Slate License Law (Chapter 9 (commencing with Section 7000) of Division 3 ofthe Business and Professions Code) or that he or she Is exempt from licensure and the basis for the alleged exemption . An~olation of Section 7031 .5 by any applicant fore permit subjects the applicant to a civil penalty of not more than fi~hundred dollars ($500).): U I, as owner of the property, or my employen with wages as their sole compensation, wlll do 0•11 of orLJportlons of the work, and the structure is not intended or offered for sale. (Section 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who, through employees' or personal effort, builds or improves the property, provided that the 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 as not built or improved for the purpose of sale) LJ I, as owner of the property, am exclusively contracting with licensed Contractors to construct the project (Section 7044, Bus iness and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a licensed Contractor pursuant to the Contractors' State License Law). D1 am exempt from llcensure under the Contractors' State License L-for the following reason: _____________ _ By my signature below I acknowledge that, except for my personal residence in which I must have resided for al least one year prior to completion of the improvements covered by this permit, I cannot legally sell a structure that I have built as an owner-builder if it has not been constructed in its entirety by licensed contractors. I understand that a copy of the applicable law Is available upon request or at http://WwwJegjnfp,ca.goy/cafaw.htmJ. 3 IDENTIFY WORKERS ' COMPENSTATION COVERAGE AND LENDING AGENCY (Complete 3a and 3b) WARNING: Failure to secure wor1<ers ' compensation coverage is unlawful , and shall subject an employer to crimina l penalties and civil fines up to 100,000, in addition to the cost of compensation , damages as provided for in section 3706 of the labor code, Interest, and attorney's fees . 1&:,WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the folowlng declarations: U1 have and will maintain a certificate of consent to Nlf-lnsure for workers' compensation, Issued by the Director of Industrial Relatlons vided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Policy No. b I have and will maintain workers' compensation Insurance, as required by SectJon 3700 of the Labor Code, for the performance of the work for ich this permit is issued. My wor1<ers' compensation Insurance carrier and policy number are: Carrier redwood fire and casualty insurance co Policy No WCWC214711 Expiration Date 1/1/22 Phone ___ _ DI certify that, In the perfonnance of the work for which this pennlt Is Issued, I shall not employ any person In any manner so as to become subject to the workers ' compensation 1-s of California, and agree that, if I should become subject to the WOfkers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. 3b -CONSTRUCTION LENDING AGENCY DECLARATION I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this pem,it is issued (Section 3097, Civil Code) as follows: Lender's Name and Address ____________________________________ _ 4 DECLARATION BY CONSTRUCTION PERMIT APPLICANT By my signature below, I certify each of the following : I amD• California llcenNd contractor or0the property owner" orOauthorlzed to act on the property owner's behalf"*. I have read this permit application and the information I have provided is correct. I agree lo comply with applicable city and county ordinances and state laws relating to building construction. I authorize ~entatives of this city o~nty to enter the above-identified property for inspection purposes. This pennlt Is to be Issued In the name of theLJLlcensed Contractor orLJthe Property Owner aa the permit holderof record who will be responsible and liable for the construction. Print Name Justin Allison requires separate verif,cation form **requims separate authorization form APPLICATION # Revised 2014 Received From: SAN LUIS COASTAL UNIFIED SCHOOL DISTRICT 1500 Lizzie St., San Luis Obispo CA 93401 Fiscal Services Department (805) 549-1213 LEVEL ONE FEES AVILA RANCH DEVELOPERS INC Address: WC Homes 735 Tank Farm Road, Suite 100, SLO, 93401 Daytime Phone: 805 595 5440 Sum of: Six thousand eight hundred and sixty three dollars 69 cents Property Address : 103 Earthwood Ln -------------------------------- Property Type: t] Residential D Commercial D Storage Total Fee: $/sq.ft . 3.79 X 1811 sq.ft. = $ D No Fees Due Reason: 6,863.69 ------------------- County City X Name: SLO --------------- Method of Payment: CHECK Check/M.O.#: :fPH--ooo I~ \q ·1----------- Permit#: 2897-2021 TO DEVELOPER/OWNER/DESIGNEE: YOU ARE HEREBY NOTIFIED THAT YOU HAVE NINETY (90} DAYS FROM THE DATE OF PAYMENT OF THE FEES IDENTIFIED HEREIN TO FILE A PROTEST AGAINST THE IMPOSITION OF THESE FEES PURSUANT TO GOVT. CODE SECTION 66020 ' INITTAL HERE:'------- District Signature:~-~ L -e ~ Date: Certificate of payment expires 6 months from this date CITY OF SAOi lUl$ 061S.pO CALIFORNIA Bulldlng & Safety Divliion • 919. Palm Street• San Lula Oblapo, CA 93401-3218 School Fee Payment Certification Emall this fonn to allvlngston@slcrsd.org and than call 805-549-1213 or amall for an appointment In order to pay fees. The City cannot issue a building permit until the fee required by the San Luis Coastal Unified School District has been paid. Tt applicant is responsible for taking this form to the school district offices at 1500 Lizzie Bldg C. The school district will determin, If a fee is required, compute and collect the fee from the applicant, and certify payment in part •c• of this form. The applicant must return this form to the Building Division and pay permit fees before the building permit can be issued. The phone numbeI for the school district is (805) 549-1213. A. APPLICANT AND PERMIT INFORMATION Permit Number: BLDG-2891-2021 Assessor's Parcel Number:053-259-014 Applicant Name: , Avila Ranch Developers, Inc. Project Address: 103 Earthwood Ln --------------------------------- B. BUILDING TYPE & SIZE INDICATED BY PERMIT APPLICATION Bulldlng Type: Building -New Slngle Famlly Floor Area: #NewSQFT #DamoSQFT Total SQFT Residential: 1,811.00 0.00 1,811.00 Commercial: 0.00 0.00 0.00 Total: 1,811.00 0.00 1,811.00 February 22, 2022 • Date C. SCHOOL DISTRICT VERIFICATION OF FEE PAYMENT I hereby certify that the required development fee has been paid to the San Luis Coastal Unified School District for the bulldlng described above. AB 2926 fee: Sq. Ft. Signature 1_8_\_I __ x fee _3_· -~--= TOTAL FEE CALCULATED L-"'f: ~ s b,8fo ~ • f>9 34 r-2-"2-- Date