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HomeMy WebLinkAboutF2021-0183 - Misc�1j N 0ci sous Nvt, swP°� CITY OF NE`VPOgtT BEACH A4 d 4 ❑ COMMUNny DEVELOPMENT DEPARTMENT BUn DING DIVISION n�caos�`' 100 Civic Center Drive I. P.O. Box 1768 1 Newport Beach, CA 92658-8915 www.newportheachca.gov f (949) 644-3200 FIRE SPRI IKLFR NFPA 13ID SYSTEM FINAL CRECKLsIST (RESIDENTIAL) YES NO 1. Water meter proper size 2. Fire sprinkler system installed per the approved plans 3. All construction covers removed from sprinkler heads 4. Cover plates are NOT to be installed, but shall be available on the jobsite 5. All tape and paint removed from sprinkler heads 6. Finish Lim installed around sprinkler heads ❑ 7. Proper signage posted at all required locations 8_ Flow test conducted and bell tested 9. Location of inspector's testing valve in approved location SYSTEMS: 10. Clearances around sprinkler heads and riser - no obstructions 11. Operating pressure gauge installed at riser showing proper water pressure El 12. Back flaw preventer installed ❑ 13. System installed per manufacturers specifications NOTES: FIRE SPRINKLER NFPA 13D SYSTEM FINAL. APPROVED: PERMIT* 5� DATE: Z — 3 6 —4 -4 Forms\ Flre Sprinkler NFPA nD 5111-"AL Chec Wl 111ME AL 05/3Z/M0 V(,dt SSLt 5 CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION too Civic Center Drive ( P.O. Box 1768 1 Newport Beach, CA 92658-8915 wwwxmwportheachco.gov 1(949) 644-3200 FIRE SPRDUCLER NFPA 13D SYSTEM ROUGH INSPECTION CHECKLIST YES No t Riser Construction and Lpcahon Aooroval a. Drain valve ❑ b. Bacrtlow device (single check) ❑ c. Bell activation device ❑ d. Inspectors test valve E I❑ e. Riser sized per approved plans 2. Pressure Test a. System tested at operating pressure for 2 hours ❑ b. Pressure gauge installed ❑ 3. Sorinkler Heads shall not be installed in the fittings prior to the fittings beino cemented In place (temporary test oluos) a. Installation and spacing of temporary test plugs ❑ 4. Piping ❑ a. Material installed per plan b. Hangers per codes/prevent upward movement ❑ c. All CPVC piping shall be installed by persons who have been ❑ certified by the manufacturer for installation of CPVC piping d. Piping protected from damage ❑ 5. Bell a. Wiring installed per code ❑ b. Boxes Installed at proper locations ❑ NOTE: CPVC plastic pipe in the garage shall not be exposed. Sprinklers that are listed as "Quick Response" or "Residentiar must be used. CORRECTIONS AND NOTES: 17t>T14 ter' �t'S —J?-e k0'd O << Zir FIRE SPRINKLER NFPA 13D SYSTEM ROUGH INSPECTION APPROVED: PERMIT-M. V2b21 - 611 $3 BY: b A,Y t D rtU95"AS DATE Forms%Rm Sprinkler WPA 150 System - Rough IrupeoEon Chmkfist 05/1 /2015 r'wbl. 09f3 4 i1(vorGis s Nve X;)Lvj 9 _ y ►? (o CITY OF INERTORT BFAC,. t end a fr 9 - It a .cvt ►K: r rat NT 91Ch& CardmrDrfAmss _ PRE -GRADE MEETING AGREEMENT DAM 11- KP - ZQ .9oeAWREsgg- 417 NA 2a t s,,..0 S pqa rt• md na®herti:t,b s and wif he referred to In all rmpottu 2 g GiSaa(M "I'"I'IW I is being. dare mnergy ba to Aroma ef . Bd3ein, or his r msy arl.s a m nortc tee Chid Psson; etagagett in so or =a:&wmk to he doaae aad hY is wets a, a9y ecrit amp bytes CWOf t31� 59 Pew dug tar$ar mph P wotaa the mxtc 3. 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VIVI vqr( %\AS (Vfj 1200 West Commonwealth Ave Fullerton CA 92833 • Ph: (714) 870-1211 • Fax- (714) 870-1222 • e-maiI, coastgeotec(rilsbcglobal net December 4, 2020 CDM Properties, LLC C/o Michael Chegini 20 Rockshore Bluff Newport Coast, CA 92657 Reference: W.O. 589320-02 Subject: Rough Grade Compaction Report for Proposed New Residence at 417 Narcissus Avenue, Newport Beach, California Geotechnical Engineering Investigation for Proposed New Residence at 417 Narcissus Avenue, Newport Beach, California; by COAST GEOTECHNICAL, INC., W.O. 589320-01, dated February 17,2020. Dear Mr. Chegini: Forwarded herewith is the rough grade compaction report for the subject site. The grading operation for construction of the building pad was conducted from November 19, 2020 through November 30, 2020. COAST GEOTECHNICAL, INC. provided periodic observation and testing during grading. PLACEMENT OF FILL Compacted fill material was placed to provide adequate support for the proposed structure. Over -excavation of the building pad area extended into competent native earth material to a depth of approximately four to four and one half feet below existing grade. The exposed surface was scarified; moisture conditioned, and compacted to a minimum of 90% relative compaction. Subsequent fills were placed in six to eight inch loose lifts; moisture conditioned as needed with a water hose, and compacted to a minimum of 90% relative compaction by track rolling. This process was followed to final grade. Final grades are near to approximately twelve inches below original grade. Limits of grading are shown on the attached Plate 1. Equipment used for compaction of the fill soils consisted of a Cat 953C track loader and a Cat 287B rubber track loader. Earthwork was by JD Demolition and Grading. TESTING Maximum density optimum moisture relationship determinations were performed for each soil type encountered during grading operations. Test results were as follows: COAST GEOTECHNICAL, INC. � IH-d1$3 N91 NAC4 5sM � Mr. Chegini 2 W.O. 589320-02 Rough Grade Compaction Report December 4 2020 Laboratory Standard: (ASTM:D-1557) 4-inch diameter mold; 1/30 R3 volume; 5 layers at 25 blows per layer; 10 lb. hammer dropped 18 inches Soil Type Classification Optimum Moisture, % Max. Dry Density, lbs/f3 I Brown to Dark Brown Silty Sandy Clay 12.5 123.0 II Light Brown to Brown 12.0 125.0 Clayey Silt Sand Compaction tests were performed a minimum of every two feet and/or 500 cubic yards of compacted fill soils placed. These tests were performed in accordance with ASTM test methods. The test results are summarized in Table 1. The approximate test locations are shown on Plate 1. FOUNDATIONS ON COMPACTED FILL Foundations for the proposed structures may consist of conventional or isolated footings placed into compacted fill utilizing the following design. Continuous footings placed a minimum of 24 inches below lowest adjacent grade may utilize an allowable bearing value of 1,800 psf. This value is for dead plus live load and may be increased by 1/3 for total including seismic and wind loads where allowed by code. Isolated pads placed a minimum of 24 inches below lowest adjacent grade may utilize an allowable bearing value of 1,800 psf This value is for dead plus live load and may be increased by 1/3 for total including seismic and wind loads where allowed by code. Isolated pads shall be tied into adjacent foundations with grade beams in at least two directions. The minimum width of footings shall be 15 inches wide for two-story construction and 18 inches wide for three story construction. It is recommended that all footings be reinforced with a minimum of four No. 5 bars (two top and two bottom). The structural engineer's reinforcing requirements should be followed if more stringent. Isolated pad footings shall be tied by grade beams to continuous footings. Footing excavations shall be observed by a representative of COAST GEOTECHNICAL, INC. prior to placement of steel or concrete to verify competent soil conditions. FOUNDATIONS ON NATIVE SOILS Property line walls may be supported by continuous spread footings placed a minimum depth of 24 inches below lowest adjacent grade, and bearing 12 inches into competent native soils, whichever is deeper, utilizing an allowable bearing value of 1,500 pounds per square foot. This value is for dead plus live load and may be increased 1/3 for total including seismic and wind loads where allowed by code. full -0113 COAST GEOTECHNICAL, INC. \A11 NWWA5 Pfft Mr. Chegini 3 W.O. 589320-02 Rough Grade Compaction Report D­-be-4 20l0 A representative of COAST GEOTECHNICAL, Inc. shall observe foundation excavations to verify that they comply with project geotechnical recommendations. It is recommended that all footings be reinforced with a minimum of four No. 5 bars (two top and two bottom). The structural engineer's reinforcing requirements should be followed if more stringent. LATERAL DESIGN Lateral restraint at the base of footings and on slabs may be assumed to be the product of the dead load and a coefficient of friction of 0.35. Passive pressure on the face of footings may also be used to resist lateral forces. A passive pressure of zero at the surface of finished grade, increasing at the rate of 300 pounds per square foot of depth to a maximum value of 3,000 pounds per square foot, may be used for compacted fill and competent native soil at this site. If passive pressure and friction are combined when evaluating the lateral resistance, the value of the passive pressure should be limited to 2/3 of the values given above. SEISMIC DESIGN Based on the 2019 CBC and ASCE7-16, the following seismic design parameters are provided. These seismic design values were determined utilizing latitude 33.595885 and longitude - 117.869043 and calculations from the USGS Seismic Tool Application. A conservative site class D was assigned to site earth materials. • Site Class = D • Mapped 0.2 Second Spectral Response Acceleration, Ss = 1.351g • Mapped One Second Spectral Response Acceleration Si = 0.479g • Site Coefficient from Table 1613A.3.3(1), Fa =1.0 • Site Coefficient from Table 1613A.33(2), Fv = *null • Maximum Design Spectral Response Acceleration for short period, SMs = 1.351 g • Maximum Design Spectral Response Acceleration for one -second period, SMi = *null • 5% Design Spectral Response Acceleration for short period, Sns = 0.90lg • 5% Design Spectral Response Acceleration for one -second period, SDI = *null *null- See Section 11.4.8 of the ASCE7-16 SETTLEMENT The maximum total post -construction settlement is anticipated to be on the order of 1/2-inch. Differential settlements are expected to be less than 1/2-inch, measured between adjacent structural elements over a distance of forty feet. EXPANSIVE SOILS Results of expansion tests indicate that the near surface soils have a low to medium expansion potential. The medium recommendation in the referenced report may be utilized in design of foundations and concrete slabs. COAST GEOTECHNICAL, INC. full - M3 911 fvgr qq an Mr. Chegini 4 W.O.589320-02 Rough Grade Compaction Report December4 20I0 FLOOR SLABS Where conventional foundation and slab on grade is utilized, the slab shall be supported on engineered fill compacted to a minimum of 90% relative compaction. For design of slab on grade a computed effective plasticity index of 15 may be utilized. Minimum geotechnical recommendations for on grade slab design are five inches actual thickness, with #4 bars at twelve inches on center each way. If the soils at grade become disturbed during construction, they shall be brought to 2-3% over optimum moisture content and compacted to a minimum of 90% relative compaction prior to placing concrete. COAST GEOTECHNICAL, Inc, will need to verify adequate mitigation. The subgrade soil should be kept moist prior to casting the slab; however, if the soils at grade become disturbed during construction, they should be brought to approximately optimum moisture content and rolled to a firm, unyielding condition prior to placing concrete. The capillary break material shall comply with the requirements of the local jurisdiction and shall be a minimum of four inches in thickness and consist of gravel (1/2-inch or larger clean aggregate). A heavy filter fabric should be placed over the gravels prior to placement of the recommended vapor retarder to minimize puncturing of the vapor retarder. Slab areas should be underlain by a vapor retarder consisting of an engineered plastic film (as described by ASTM:E-1745). A vapor barrier with a permeance of less than 0.01perms (consistent with ACI 302.2R-06) such as 15 mil. Stego Wrap Vapor Barrier, or equivalent should be considered. The vapor barrier should be underlain by the above described capillary break material and filter cloth. The capillary break materials should be compacted to a uniform condition prior to placement of the recommended filter cloth and vapor barrier. The vapor barrier should be properly lapped and sealed and in contact with the slab bottom. SOLUBLE SULFATES Typical on -site soils showed a soluble sulfate content of 65 ppm. Based on the Table 4.3.1 of ACI 318-05, concrete with Type II cement and a minimum compressive strength of 2,500 psi may be utilized. The structural engineers design criteria may be more stringent. Concrete shall be placed in accordance with appropriate codes. UTILITY LINE BACKFILLS All utility line backfills, both interior and exterior, shall be compacted to a minimum of 90% relative compaction and shall require testing at a maximum of two -foot vertical intervals. COASTGEOTECHNICAL, INC. shall be present during backfill placement and compaction to verify compliance. COAST GEOTECHNICAL, INC. pld O M � II N ULIi(,1SSwS I'c , Mr. Chegini 5 W.O. 589320-02 Rouah Grade Compaction Report December 4 2020 HARDSCAPESLABS Hardscape subgrade areas shall exhibit a minimum of 90% relative compaction with proper moisture conditioning prior to placing steel or concrete. Concrete hardscape shall be a minimum of four inches actual thickness with #3 bars on 12 inch centers each way. Exterior hardscape slabs will be subject to volume changes in subgrade soils, which may lead to cracking. Movement of slabs adjacent to structures can be mitigated by doweling slabs to perimeter footings. Doweling should consist of No. 4 bars bent around exterior slabs. Doweling should be spaced no farther than 36 inches on centers. As an option to doweling, an architectural separation could be provided between the main stmcture and abutting appurtenance improvements. Presaturation of exterior slab areas is also desirable. At exterior edges of patios and other flatwork, a thickened edge containing reinforcement is highly recommended. If no significant load is associated with the edge of the slab, the depth and width of the thickened edge may be limited to eight inches. Reinforcement adopted for the main structure may be applied to the appurtenances. As an alternative to rigid hardscape or brickwork, flexible pavers may be utilized. DRAINAGE Positive drainage should be planned for the site. Drainage should be directed away from structures via non -erodible conduits to suitable disposal areas. The structure should utilize roof gutters and down spouts tied directly to yard drainage. Unlined flowerbeds, planters, and lawns should not be constructed against the perimeter of the structure. If such landscaping (against the perimeter of a structure) is planned, it should be properly drained and lined or provided with an underground moisture barrier. Irrigation should be kept to a minimum. The current CBC recommends 5% slope away from structures for landscape areas and 2% slope away for hardscape areas, within ten feet of a residence. Minimum drainage shall be one percent for hardscape areas and two percent for landscape areas for all other areas. We do not recommend the use of infiltration best management practice (BMP) such as bottomless trench drains, infiltration trenches, infiltration basins, dry wells, permeable pavements or similar systems designed primarily to percolate water into the subsurface soils within ten feet of foundations. Due to the physical characteristics of the site earth materials, infiltration of waters into the subsurface earth materials has a risk of adversely affecting below grade structures, building foundations and slabs, and hardscape improvements. From a geotechnical viewpoint surface drainage should be directed to the street. The WQMP requirement shall be addressed by the Civil Engineer. POST -GRADING SERVICES During construction of the residence, it is recommended, and at times required by the regulatory agency, the following be observed and/or tested by the geotechnical engineer: �r1,�ltil -Up�3 COAST GEOTECHNICAL, INC. -111 �I�Y(,ISSI�S iwe Mr. Chegini 6 W.O. 589320-02 Rough Grade Compaction Report _._ _.. December 4. 2020 • Excavation of footings • Backfill of interior trenches • Testing of interior and exterior slab areas • Backfill of exterior utility trenches • Hardscape subgrade It is the responsibility of the developer to schedule the required observations and testing. REGULATORY COMPLIANCE I hereby certify that the subject grading was observed by a representative from this office, and the work was done in full compliance with the Grading Ordinance of the City of Newport Beach and in accordance with the best accepted practices of the applicable chapter of the California Building Code. All cuts, fills or processing of original ground under the purview of this report have been completed under the observation of and with selective testing by COAST GEOTECHNICAL, INC. and found to be in compliance with the Grading Code of the City of Newport Beach. The completed work has been observed by COAST GEOTECHNICAL, INC. and is considered adequate for the development. Our findings were made and recommendations prepared in accordance with generally accepted professional engineering practices, and no further warranty is implied nor made. This report is subject to review by the controlling authorities for this project. We appreciate this opportunity to be of service to you. Respectfully submitted: COAST GEOTECHNICAL, INC. ����d' o�OI�SS10aa. Ming-Tarng Chen RCE 54011 No.54011 Enp.12131121 yGIV\a. Y W'vI u I I ) COAST GEOTECHNICAL, INC. VI91 NOYGM% Mr. Chegini 7 W.O. 589320-02 Rough Grade Compaction Report December 4 O0')0 COMPACTION TEST RESULTS TABLE 1 Test No. Location Below Proposed Grade (ft) Moisture Content % Dry Unit Weight (lbs/ft) ` Soil TYPe Relative Compaction % ::Date 1 Pad Area 3.0-3.5 14.5 113.7 I 92.4 11/19/20 2 Pad Area 3.0-3.5 14.1 113.3 I 92.1 11/19/20 3 Pad Area 1.5-2.0 13.8 114.9 II 91.9 11/19/20 4 Pad Area 3.0-3.5 14.9 112.7 I 91.6 11/19/20 5 Pad Area 1.5-2.0 15.2 114.8 II 91.8 11/20/20 6 Pad Area 3.0-3.5 12.9 116.8 II 93.4 11/20/20 7 Pad Area 1.5-2.0 14.9 113.8 II 91.0 11/20/20 8 Pad Area 3.0-3.5 15.3 116.1 II 92.9 11/20/20 9 Pad Area F.G. 12.9 117.3 II 93.8 11/30/20 10 Pad Area F.G. 13.5 114.9 II 91.9 11/30/20 F.G.: finish grade III w VV M OJVw r\VL F10a1- 0 1 " COMPACTION TESTS LOCATIONS Narcissus Avenue STUDIO DEL U.AR Scale: 1" z 16' ,pproximate Limits of Grading oximate paction ,ocation Rough Grade Compaction Report Work Order 598320-02 417 Narcissus Avenue Newport Beach, California Plate No. 1 COAST GEOTECHNICAL, INC. COAST GEOTECHNICAL, INC. 1200 West Commonwealth, Fullerton, CA 92833 • Ph: (714) 870-1211 • Fax: (714) 870-1222 • email: coastgeotec@sbcglobal.net March 24, 2022 CDM Properties, LLC C/o Michael Chegini 20 Rockshore Bluff Newport Coast, CA 92657 References: W.O. 589320-03 Subject: Final Soils Report for New Residence at 417 Narcissus Avenue, Newport Beach, California 1. Geotechnical Engineering Investigation for Proposed New Residence at 417 Narcissus Avenue, Newport Beach, California; by COAST GEOTECE DUCAL, INC., W.O. 589320-01, dated February 17, 2020. 2. Rough Grade Compaction Report for Proposed New Residence at 417 Narcissus Avenue, Newport Beach, California; by COAST GEOTECIINICAL, INC., W.O. 589320-02, dated December 4, 2020. Dear Mr. Chegini: In accordance with your request, this final soils report has been prepared to address geotechnical observations and testing performed since completion of rough grading. This report addresses requested observations and testing. Copies of our daily reports are maintained in our files. FOUNDATION EXCAVATIONS Foundation excavations for the residence were observed between December 22, 2020 and January 5, 2021. The footings excavations were found to be acceptable at the time of our final observation. INTERIOR SLAB SUBGRADE AND TRENCH BACKFILLS The interior slab subgrade and trench backfills were observed on January 8, 2021. Probing and testing of the interior residential slab area indicated acceptable geotechnical conditions for support of the proposed slab. a 5h%p� Ub rLol 01�.5 COAST GEOTECHNICAL, INC. Mr. Chegini 2 W. 0. 589320-03 Final Soils Report March 24, 2022 HARDSCAPE The hardscape subgrade for part of the side walkways and front patio was observed from December 1, 2021 through December 8, 2021. The hardscape subgrade for the carport was observed on January 11 and 12, 2022. The rest of the side walkway subgrade was observed on March 24, 2022. Probing and testing of the exterior hardscape areas indicated acceptable geotechnical conditions for support of the proposed hardscape. Subgrade soils are expansive, which may lead to cracking. Irrigation should be limited and directed away from foundations and slabs. ,q00U)el It is opinion of COAST GEOTECHNICAL, INC. that the summarized geotechnical conditions approved by this office are in compliance with approved geotechnical reports and Newport Beach building codes. The final grades appear to conform to approved plans. We appreciate this opportunity to be of service to you. Respectfully Submitted: COAST GEOTECHNICAL, INC. Ming-Tarng Chen RCE 54011 No. 54011 Exp_12131/23 C�u Robert C. Langhurst Staff Geologist CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 www.newportbeachca.gov 1 (949) 644-3200 SETBACKS AND TOP OF SLAB/FLOOR ELEVATION CERTIFICATE The purpose of this certificate is to insure that the structure is located properly on site per the approved drawings. This certificate also verifies the top of slab/floor elevation noted on the approved drawings. After the top of slab/floor elevation is verified to match the elevation specified on the approved drawings, the contractor and inspector can measure the height of the structure to the top of slab/floor to verify that it is equal or less than the dimension shown on building sections and elevations. This form must be filled out by a registered surveyor or civil engineer authorized to perform surveys. The survey must be done after the concrete forms are in place or preferable after the concrete slab is poured or raised floor is built, but prior to starting wall framing. Engineer/Surveyor's Name Paul D. Craft License # P.L.S. 8516 Engineer/Surveyor's Address 20422 Beach Boulevard Suite 225 Huntington Beach, GA 92648 Job Address 417 Narcissus Avenue, Newport Beach, CA Setbacks: Sketch a site plan and specify surveyed setbacks (use back page). * Top of slab/floor elevation: 106.50 & 107.00 top of foundation forms * If slab/floor elevation varies, sketch a plan or section through slab on the back page and specify the elevations. Use same datum used in the survey of record. I certify that the setbacks are 0, are not ❑, per City approved plans. Describe any deviations from plans: I certify that top of slab/floor elevation(s) is Z1, is not ❑, per City approved drawings. Describe any deviations from plans: 12/23/2020 LAM-) i No. E'I Date Erljne r/Surveyor's sAm JN: 19130 IF Fonns/SetbacksandTopofSlabElevationCert. signature t 8 r ALLEY (PROPERTY :d / f IT k O( IL( cr ` 6 I I 23.83 3 10' w I N rA r y pa N 8 I 1 o= I S yO A W N s NARCISSUS I I� Na(ciSSws Pk1i'C. Index 1,1 - 01 $s MONUMENT NOTES; SCALE 1" = 30' 0-INDICATES FOUND MONUMENT OR ESTABLISHED BY TIES AS NOTED. 0-INDICATES SET LEAD, TACK & TAG "P.L.S. 8516", 3.00' FROM PROPERTY CORNER ON PL PROD. ❑ -INDICATES SET LEAD, TACK & TAG "P.L.S. 8516", 2.00' FROM PROPERTY CORNER ON PL PROD. qi -FOUND (4)-2.00' TANGENT OVER SPIKE & WASHER TIES WITH TAG "LS 5023" PER R2. 2 -FOUND SPIKE & WASHER "LS 6723" PER R2, DN, 0.3'. 3 -FOUND SPIKE & WASHER IS 5023" PER R2. 4 -FOUND (4)-2.00' LEAD, TACK & TAG SWING TIES STAMPED IS 5023" PER R2. 5 -FOUND LEAD, TACK & TAG IS 5023", 2.00' FROM PROPERTY CORNER ON PL PROD. PER R2. 6 -FOUND CHISELED "X", NO REF., ACCEPTED AS S49'25'58"E 2.07' FROM PROPERTY CORNER. 7 -FOUND 3/4" IRON PIPE WITH TAG IS 2312" AT PROPERTY CORNER PER R2 &R3. THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF NARCISSUS AVENUE BEING N40'34'02"E PER R2. SECOND AVENUE O O _ N49'26'55"W 149.99' M&R2 (150'R1) of 0 01 7' 0 25' Mi — LO o0 < of LO <� �0 q� o W oa0 GO N QMa} � �i ti F� 0 N rn N 41 �] Q 0 p IOC O r N N of In to a' N rn M a' tt aZ v mO O m O O _ CIt97 �pMNoO cZnp OO to O O a- y N49*23'51"W N 150.01(150R1)M a o s Fo N 118.01' (118'R1) 25O oao to r�N0 n— m�0 of �0 a WoO 7 OC3 O WOvry N 05w to MMZ 118.01' M&R2 (118'R1) v 25.00' ~ o o m n o 150.01' M&R2 (150'R1) o V M Q N w z � N49°24'44"W � _ N 0PY' Z ON t PARO-PL 1 W O Z a a Lu F o � PM NO. 2006-238 N n � cQi W o o N n P.J\JLB. 360/ 1-8 of of wOEra rn� �� _ y rn Z W �2 o I �z of Iwmo00^rn=o 000>- wWWm o zv 3 �Pf �w=w rn ° _A Oo0 it cn v) rn ch 0 7 C"corn 25' °: V <F- < x Ln v v Z 0w N49`27'50"W 118.01' (118'R1)(118.02'R2) W 0oi7�.1x N49'27'50"W 150.01' (150'R1)(150.02'R2) Ww ALLEY BPELSG-2016 Page 2 of 2 County of Orange OC Public Works Main Office 601 North Ross Street Santa Ana, CA, 92701 714-607-8888 Submission Summary Project Project OCID : OC20-18892 Project Name : 19130-417 Narcissus Ave-CDM Project Description : 19130-417 Narcissus Ave-CDM Map Application SC200608:Corner Record Scope of Work: Legal Description : Lot 7, Blk. 440, Corona Del Mar, MM 3/41-42 Type; Corner Records Jurisdiction : Cities Cities : Newport Beach Corner Type : Property Date of Survey: Fri Nov 13 00:00:00 GMT 2020 Surveyor Job Number : Corner/Monument : Left as found;Reestablished Location Contact Name Phone Email Address Type 20422 Beach Blvd, #225 Paul Craft (714) 488-5006 richard@apex-Is.com Huntington Beach CA Applicant 92948 20422 Beach Blvd, #225 Paul Craft (714) 488-5006 richard@apex-Is.com Huntington Beach CA Surveyor/Bngineer 92948 Mary Keitges (714) 488-5006 apexlsinc@gmail.com 417 Narcissus Newport Beach CA 92625 Owner Attachment Name File Name +1 WuSSVS" FRP No No Yes Printed: 12/14/2020 08:54 AM Page I of 2 , - I I -, VJ 411 VAfgSS16 k CORNER RECORD Agencylndex Document Number 2020-3744 City of NEWPORT BEACH County of ORANGE , California Brief Legal Description LOT 7, BLK. 440, MAP OF CORONA DEL MAR M.M. 3/41-43 CORNERTYPE ❑ Government Corner ❑ Control ❑ Meander Property ❑ Rancho ❑ Other Date of Survey 11 /13/2020 COORDINATES (Optional) N. E. Elevation Units Metric ❑ U.S. Survey Foot Horizontal Datum Zone Vertical Datum Epoch Date [Complies with Public Resources Code §§8801-8819 ❑ Complies with Public Resources Code §§8890-8902 PLS Act Ref: 8765 (d) ❑ 8771 ❑ 8773 ❑ Other: Corner/ Left as found ❑ Established ❑ Rebuilt ❑ Pre -Construction Monument: ❑ Found and tagged Reestablished ❑ Referenced ❑ Post -Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed: See sheet #2 for description (s): SURVEYOR'S BOUNDARYNOTEr THERE ARE NO CONFLICTS WITH EXISTING VISIBLE IMPROVEMENTS AND THE EXTERIOR BOUNDARY LINE (DISTINCTIVE BORDER) OF THIS MAP AS ESTABLISHED HEREON. SURVEYOR'S STATEMENT This Corner Record was prepared by me or under my direction in conformance with the Professio Lan Surveyors' Act on 12/14/2020 Signed P.L.S. No. 8516 COUNTY SURVEYOR'S STATEMENT This Corner Record was and examined and filed Signed P.L.S. No County Surveyor's BPELSG-2016 Page 1 of2 :i County •Public glIPOA�1 1st Submittal Comer Record Form Traverse Closures — Required if Boundary Comer Record All Other Documents Declaration` By submitting this application, I agree: Main Office 601 North Ross Street Santa Ana, CA, 92701 714-607-8888 Fri'010 N11 rgaisw U, CR2020-3744_(19130)-I.pdf CR2020-3744_(19130)-CLOSURES 12-14-20.txt CR2020-3744_(19130)-REF.pdf 1. To the best of my knowledge that the information I have presented on this form and attached materials is true and correct and the County of Orange makes no representations regarding such information; and 2. To indemnify, defend and hold harmless the County of Orange, its officers, employees and representatives from any claim or litigation arising from or related to the submission of this application or any actions taken on the basis of this application; and 3. That I am subject to the fees, deposits, and charges as identified in the County's current fee schedules as approved by the County of Orange Board of Supervisors; including, any Road Fee Program annual rate adjustments due at the time of permit issuance as authorized per Resolution #14-053. 4. Applicant shall, at its own expense, defend, indemnify and hold harmless the County of Orange, its officers, agents and employees from any claim, action or proceeding against the County, its officers, agents or employees to attack, set aside, void, or annul any approval of the application or related decision, or the adoption of any environmental documents, findings or other environmental determination, by the County of Orange, its Board of Supervisors, Planning Commission, Zoning Administrator, Subdivision Committee, Director of OC Public Works, or Deputy Director of OC Development Services concerning this application. The County may, at its sole discretion, participate in the defense of any action, at the applicant's expense, but such participation shall not relieve applicant of his/her obligations under this condition. Applicant shall reimburse the County for any court costs and attorney's fees that the County may be required to pay as a result of such action. If litigation is filed challenging the Project, the County may, at its sole discretion, require the Applicant to post a bond, enter into an escrow agreement, obtain an irrevocable letter of credit from a qualified financial institution, or provide other security, to the satisfaction of the County, in anticipation of litigation and possible attorney's fee awards. The County shall promptly notify the applicant of any such claim, action or proceeding. Name : Paul D. Craft Date: 12/14/2020 Printed: 12/14/2020 08:54 AM Page 2 of 2 VWI'urb3 richard@apex-Is.com From: noreply@salesforce.com on behalf of myOC e5ervices Email <noreply- myoceseryi ces @ o cg ov. co m > Sent: Monday, December 14, 2020 11:55 AM To: richard@apex-Is.com Subject: Your Survey has been submitted to Orange County _.. `C PublicWorks 12/14/2020 SC200608 417 Narcissus Ave Dear Paul Craft, Thank you for your submittal to the Orange County Surveyor's office. For status, please contact Margarita Espinoza at 714-967-0847 or email to Margarita.Espinoza(a-)ocpw.ocgov.com Questions concerning reviews, please contact the following staff: For Tracts/Parcels/LLA/Certificate of Compliance/Certificate of Corrections/Annexations, and Monuments/Addressing Susan. Ruiz(a.ocpw.ocgov.com 714-647-3997 For Record of Survey/Corner Records Steven. Dawson(a)ocpw.ocgov.com 1 714-967-0843 I"drOrGl -ol g3 III mfwsm Sincerely, Kevin R. Hills, County Surveyor 300 N. Flower Street, Santa Ana, CA 92703 www. ocpubl icworks.com 714.667.8800 1 Info@OCPVV.ocgov.com 63 M CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 www.newportbeachca.aov 1 (949) 644-3200 Structural Observation Report F wf vq III fIu&SS4s)m Project Address: Report Date: CNB Inspector Name: CNB Permit #: 2ol°I R Building Owner Name: MIKE c.HEGta Owner's Mailing Address if different from site); Owner's Telephone #: CNB Plan Check #: 261-89 0 4 ilco � Full Name of Structural Observer (SO): G SO E-mail Address: d O Telephone #: SO License / Reg. #: u b73. 1 l PLEASE INDICATE STRUCTURAL ELEMENTS AND CONNECTIONS OBSERVED check a nlicable boxes FOUNDATIONS SHEAR WALLS FRAMES DIAPHRAGMS (Floor/Roof) INDICATE LOCATION(S) OBSERVED DATE OBSERVED ❑ Conventional Footings & Slab ❑ Concrete ❑ Steel ❑ Concrete Cl Mat Foundation, Prestressed Concrete ❑ Masonry ❑ Concrete ❑ Steel Deck 1� jN ❑ Caissons, Piles, Grade Beams ❑ Wood or Manuf. Shear Panels ❑ Masonry ❑ Wood ❑ Other: ❑ Other: ❑ Other: ❑ Other: ❑ ITEMS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES. ❑ OBSERVED DEFICIENCIES AND COMMENTS: ❑ REPORT CONTINUED ON ATTACHED PAGES. CINALTRUCTURAL OBSERVATION REPORT: re enerall tom lies with the - roved construction documents, and all observed deficiencies were corrected. I declare that the following statements are true to the best of my knowledge: 1. I am the licensed design professional retained by the owner to be in responsible charge of the structural observation; 2. I, or another licensed design professional whom I have designated above and is under my responsible charge, have performed the required site visits at each significant construction stage to verify that the structure is in general conformance with the approved construction documents; 3. 1 understand tha II deficiencies which I have documented must be corrected, prior to final acceptant f the st ctu al syste by the City of Newport Beach, Building Divisi STRUCTURAL OBSERVATION DOES Posms\SrcuclurelObservationftepott&Wmsctions A I ^. tin. AN D aSTZ I'iFN. B-30�:Fl .STAMP OF STRUCTURAL OBSERVER FOR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH. �gW Pp� r C9L7 CITY OF NEWPORT BEACH full - 01 o 41 1VA( S5Hs k COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 j Newport Beach, CA 92658-8915 www.newr)ortbeachca.gov 1 (949) 644-3200 Structural Observation Report Name: Address (if different from site); OwpeYs, Telephone #: Observer SO): SOE-m�� SO License / Reg. PLEASE INDICATF RTMI(-Tt7oe1 c1 Cnn=k.,. .... FOUNDATIONS ❑ Conventional Footings & Slab - — SHEAR WALLS ❑ Concrete --- -•—•• •.. .+ FRAMES ❑ Steel vvl�laca� 11V140 U0brKVbU check a licable boxes DIAPHRAGMS INDICATE LOCATIONS) DATE (Floor/Roof) OBSERVED OBSERVED ❑ Concrete ❑ Mat Foundation, Prestressed Concrete ❑ Masonry ❑ Concrete ❑ Steel Deck ❑ Caissons, Piles, Grade Beams ❑ Other: ❑ Wood or Manuf. Shear Panels ❑ Other: ❑ Masonry ❑ Other: Wood ❑ Other: EMS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES. 13 OBSERVED DEFICIENCIES AND COMMENTS: y ❑ REPORT CONTINUED ON ATTACHED PAGES. ❑ FINAL STRUCTURAL OBSERVATION REPORT; The structure generally Complies with the annrnvari I declare that the following statements are true to the best of my knowledge: 1. I am the licensed design professional retained by the owner to be in responsible charge of the structural observation; 2. I, or another licensed design professional whom I have designated above and is under my responsible charge, have performed the required site visits at each significant construction stage to verify that the structure is in general conformance with the approved construction documents; 3. 1 understand that all deficiencies which I have documented must be corrected, prior to final acceptance of the structural systems by the City of Newport Beach, Building Division. SIGNATURE OF STR URA SERVER OF RECORD DATE veu Oenclencles were corrected. 4 © ARO,y�A ANDREW GOETZ No. 0-1 b499 b JHNn' Ur s 1 RUCTURAL OBSERVER ----- - -- ---- ��.•. r..., ..nrvc m4l Rcwulrcemcrvl5 PUR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH. Pormsl5msmralObservationaepvrt&Ivstluctiays 411 immo AA: a£Wpo� 1 u�I — O) D CITY OF NEWPORT BEACH n COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 www.newoortbeachca gov 1 (949) 644-3200 Project Address: 7 -T;c Re ort Date: f G-1 CNB Inspector Name: CNB Permit#: Building Owner Name: CHrzC)j ,i Owner's Mailing Address (If different from site); —MOM O ers Telephone #: R- CNB Plan Check #: (��.< 1 Full - Name of Stru Ural Observer (BO): `�. F)iWA - L,1 SO E-mail Address: � S Telephone #: O License /Reg. #: - ?P �NLlrbl� �[" PLEASE INDICATE STRUCTURAL ELEMENTS FOUNDATIONS ❑ Conventional Footin s & Slab SHEAR WALLS ❑ Concrete AND FRAMES ❑ Steel CONNECTIONS Ut3SERVED check applicable INDICATE LOCATION(S) OBSERVED boxes) DATE OBSERVED ❑ Mat Foundation, Prestressed Concrete❑ ❑ Masonry ❑ Concrete FARAOG Caissons, Piles, Grade Beams ❑ Othe : ❑ Wood or Manuf. Shear Panels ❑ Other: ❑ Masonry ❑ Other: ❑ Other: MS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES. It OBSERVED DEFICIENCIES AND COMMENTS: ❑ REPORT CONTINUED ON ATTACHED PAGES. ❑ FINAL STRUCTURAL OBSERVATION REPORT: The structure 9611718rallY complies with the approved construction documents, and all observed deficiencies were corrected. I declare that the following statements are true to the best of my knowledge: 1. I am the licensed design professional retained by the owner to be in responsible charge of the structural observation; 2. I, or another licensed design professional whom I have designated above and is under .my responsible charge, have performed the required site visits at each significant Construction stage to verify that the structure is in general conformance with the approved construction documents; 3. 1 understand that all deficiencies which I have documented must be corrected, prior to final acceptance of the structural systems by the City of Newport Beach, Building Division. A 2. S IAMP OF STRUCTURAL OBSERVER �I¢w i UrcnL UeaCKVAnun UV" NUI WAIVEANY REQUIREMENTS FOR BUILDING INSPECTION BYAUTHORREO EMPLOYEES OF THE CITY OF NEWPORT BEACH. FormslSrtucWralObservasionRepon@Ioslructiws yl� Naq�c�Ss��(s7�►�, CITY OF NEWPORT BEACH 'n u COMMUNITY DEVELOPMENT DEPARTMENT c9tf oAT `P BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 www.newportbeachca.gov 1 (949) 644-3200 Project Address: -4 Report Date: CNB Inspector Name: CNB Permit#: Building Owner Name: Owner's Mailing Address (if different from site); Owner's Telephone #: CNB Plan Check*. Full Name of Structural Observer (SO): IJ SO E-mailAddress: SO elephone #: SO License I Reg. - U PI FAAF WnlfV ATP QT01i �timAi 01 - - - - - -- - - - -- .,v1m..=..1 lvexo uaacicv=u tcneClKappllcalble boxes FOUNDATIONS SHEAR WALLS FRAMES DIAPHRAGMS INDICATE LOCATIONS) DATE (Floor/Roof) OBSERVED OBSERVED ❑ Conventional ❑ Concrete ❑ Steel ❑ Concrete Footings & Slab ❑ Mat Foundation, ❑ Masonry ❑ Concrete ❑ Steel Deck Prestressed Concrete ❑ Caissons, Piles, ❑ Wood or Manuf. ❑ Masonry Wood Grade Beams Shear Panels ' ❑ Other: ❑ Other: ❑ Other: ❑ Other: MS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES. OBSERVED DEFICIENCIES AND COMMENTS: ❑ REPORT CONTINUED ON ATTACHED PAGES. ❑ FINAL STRUCTURAL OBSERVATION REPORT: The structure generally complies with the approved construction documents, and all observed deficiencies were corrected. I declare that the following statements are true to the best of my knowledge: t. I am the licensed design professional retained by the owner to be in responsible charge of the structural observation; 2. I, or another licensed design professional whom I have designated above and is under .my responsible charge, have performed the required site visits at each significant construction a to verify that the structure is in general conformance with the approved cc tr tion docum ts; I un rm nd at II def . nci s ich I have documented must be corrected, prior to fin l acc pta e f th s ru ral systems by the City of Newport Beach, Building IJ I t0 STAMP OF STRUCTURAL nRSFRVFR STRUCTURAL OBSERVXQON DOES NOT WAIVE ANY RFOIIIRFMFMTs Fnrz iv in nwr- UICO=r Intl nv Al even, wr•��..r• rrlr_..,r....� e....,,..,.... Fo�mslSvucWralObservationReport&tosrsucfions 4 ��W PORT ' c9<iFoa�'�P CITY OF NEWPORT BEACH 9A) y11 Na�c�ssus . COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 www.newr)ortbeachca.gov 1 (949) 644-3200 Structural Observation Report Project Address: 6-1ssL4S Report Date: I CNB Inspector Name: KeT) CNB Permit #: •2o11-LfIA, Building Owner Name: Owner's Mailing Addres (if different from site); Owner's Telephone #:. CNB Plan Check #: cpj� 01 nJ i - ®. gi70 - Z.v 1 9 Full /' Name of Structural Observer (SO): 'mil ���i /1� G' U i SO E-mail Address: a ' - /SO Telephone #: _ �j SO License / Reg. #: G Z- r 1 c�i" C.�! 6o7, - 3 1 2. C' ' Cl 14-9 PLEASE INDICATE STRUCTURAL ELEMENTS Amn rnNNFCTInrdA ntasFavcn r tier r: ,ra FOUNDATIONS SHEAR WALLS FRAMES DIAPHRAGMS (Floor/Roof] INDICATE LOCATION(S) c OBSERVED DATE OBSERVED ❑ Conventional Footings & Slab ❑ Concrete ❑ Steel ❑ Concrete ❑ Mat Foundation, Prestressed Concrete ❑ Masonry ❑ Concrete ❑ Steel Deck J ❑ Caissons, Piles, Grade Beams ❑ Wood or Manuf. Shear Panels ❑ Masonry ❑ Other: ❑ Other: ❑ Other: ❑ Other: ITEMS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES. 17-1 OBSERVED DEFICIENCIES AND COMMENTS: ❑ REPORT CONTINUED ON ATTACHED PAGES. ❑ FINAL STRUCTURAL OBSERVATION REPORT: The structure generally complies with the approved construction documents, and all observed deficiencies were corrected. I declare that the following statements are true to the best of my knowledge: 1. I am the licensed design professional retained by the owner to be in responsible charge of the structural observation; 2. I, or another licensed design professional whom I have designated above and is under / my responsible charge, have performed the required site visits at each significant construction stage to verify that the structure is in general conformance with the J J approved construction documents, 3. 1 understand t t all deficiencleVN Ich I have documented must be corrected, prior to final acceice of ruct al systems by the City of Newport Beach, Building Division. @ STAMP OF `r ey 1 0 G�f :TURAL OBSERVER STRUCTURAL OBSERVATION DOES NOT WAIVE ANY REQUIREMENTS FOR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH. FOMNStm=alObsemtionRepon&lnsnetions CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 I Newport Beach, CA 92658-8915 www.newportbeachea.gov I (949) 644-3200 Project Address: ��7 nti�l�550 Building Owner Name: Full Name of Structural Observer (SO): Structural Observation Report Report Date: CNB Inspector Name: 11131a) i_M� uwner's Mailing Address (if different from site); Owner's Telephone #: g_gg, SO E-mail Address: SO Telephone #: c FOUNDATIONS SHEAR WALLS FRAMES `DIAPHRAG hventional ❑Concrete ❑Steel (Floor/Rot ❑Concrete ootin s 8, Slab ❑ Mat Foundation, ❑ Masonry ❑ Concrete Prestressed Concrete ❑ Steel Deck ❑ Caissons, Piles, ❑ Wood or Manuf. ❑ Masonry Grade Beams ❑ Wood Shear Panels ❑ Other: ❑ Other: ❑ Other: ❑ Other: i EMS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES O OBSERVED DEFICIENCIES AND COMMENTS: ❑ FINAL STRUCTURAL OBSERVATION REPORT: The structurenerally complies with the approved construction documents and all I declare that the following statements are true to the best of my knowledge: 1. I am the licensed design professional retained by the owner to be in responsible charge of the structural observation; 2. I, or another licensed design professional whom I have designated above and is under my responsible charge, have performed the required site visits at each significant 'construction stage to verify the a structure is in general conformance with the approved nd hau.1fl d documer p1h p3. 1 understcc and that ll d ficienci s h chvedocu nted must be corrected, prior to final acceptance of t/lie stru ural ysb e Cityof Newport Beach, Building Division IN r i/) 01 v3 L! 91 (varbi5ms x Permit #: CNB Plan Check #: K Lei lQ -41� SO License / Reg. #: ❑ REPORT CONTINUED ON ATTACHED PAGES. STAMP OF STRUCTURAL OBSERVER STRUCTURAL OBSERVATION DOES NOT WAIVE ANY*E UIREMENTS FOR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH. rwo - u/%3 Ili W'Mm P(W SEW PART °� m CITY OF NEWPORT BEACH u t, ` s COMMUNITY DEVELOPMENT DEPARTMENT 0 F rwN"_ BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 www.newportbe2chca.gov 1 (949) 644-3200 Structural Observation Report Project Address: SUS Report Date: CN/�g Inspector Name: CNB Permit#: Buil ' g Owner Name: `'H� Owner's Mailing Address ('rf different from site); 1\C� er's Telephone #: v )Q CNB Plan Check #: zo r�rP ICE l� P.C�.asr q L -6-1-7 2 00- Lord Full Name of Structural Observer (SO): SO E-mail Address: SO Telephone #: SO License ! R . #. PKew oeT� rLf��G/a�Ihlln(� �'47673-3 -r5' C153'1�7�1 PLEASE INDICATE STRI IcrI IIaAI FI r1i AArrt r n ulenrin�. OUNDATIONS SHEAR WALLS — — FRAMES vllvnJ VOJGRYG✓ DIAPHRAGMS (FloodRoof) GIItll41�a IWaYItl INDICATE LOCATION(S) OBSERVED UVAtlS DATE OBSERVED Conventional ootin s & Slab ❑ Concrete ❑ Steel ❑ Concrete 6 0 ❑ Mat Foundation, Prestressed Concrete ❑ Masonry ❑ Concrete ❑ Steel Deck ❑ Caissons, Piles, Grade Beams I ❑ Wood or Manuf. Shear Panels ❑ Masonry ❑ Wood ❑ Other: ❑ Other: ❑ Other: ❑ Other: TEMS CHECKED ABOVE ARE APPROVED AND WITHOUT DEFICIENCIES. l7 OBSERVED DEFICIENCIES AND COMMENTS: ❑ REPORT CONTINUED ON ATTACHED PAGES. ❑ FINAL STRUCTURAL OBSERVATION REPORT: The structure generally complies with the approved construction documents, and all observed deficiencies were corrected. I declare that the following statements are true to the best of my knowledge: 1. I am the licensed design professional retained by the owner to be in responsible charge of the structural observation; 2. 1, or another licensed design professional whom I have designated above and is under my responsible charge, have performed the required site visits at each significant construction s g to v '(y th a structure is in general conformance with the approved con uc'on oc a ts; 3. 1 understand t at a I d icie whi h I he documented must be corrected, prior to final a eptan a If stru rat to by the City of Newport Beach, Building ivision SIGNATURE OF STRUCTURAL OBSERVER CORD DAT _.. ,— !f 1 y'-' ( ' . STAMP OF STRUCTURAL OBSERVER STRUCTURAL OBSERVATION DOES NOT WAIVE ANY REQUIREMENTS FOR BUILDING INSPECTION BY AUTHORIZED EMPLOYEES OF THE CITY OF NEWPORT BEACH. F0MSSwaual0bsav9ionR"nRinm W ons