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HomeMy WebLinkAboutN2017-0183.�i.swill �4r*11 City of Neic wport Bea ortshacn. CA 92669 IIII�IIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIll Permit Counter Phone (949)rive 644-3311 . Online Inspection Request - www.newportbeachca.gov / Online �• " Services �t/f11Y `- Job Address Description Parcel # : Legal Desc : Owner: Phone : Address Permit No: N2017-0188 Project No: 2683-2015 SCAN NE[' Inspection Requests Phone (949)644-3255 4907 SEASHORE DR NB Thomas:Guide: 888F6 REPLACE EXISTING DRIVEWAY APPROACH TO MATCH EXISTING, STD GRAY CONCRETE. 4244-520-3 - OCEAN FRONT TR BLK 49 LOT 4 POLOS PETER 949-735-3743 11111 SANTA MONICA BLVD#700 LOS ANGELES CA 90025 Applicant: LEGACY CUSTOM HOMES INC Phone : 949-887-4750 [ Address : 1000 QUAIL ST, STE 250 NEWPORT BEACH CA 92660 Special Cond.: PRE -CONSTRUCTION MEETING REQUIRE Permit Processing Fee : $241.00 Sewer Connection : $0.00 Agreement Fee : $0.00 4TT Box Cover: $0.00 Traffic control Plan Check: $0.00 Total Water Meters: $0.00 Inspection Fee : $330.00 Water Meter Connection : $0.00 Refundable Deposit: $0.00 Total Water Meter Box: $0.00 Street Tree Fee : $0.00 Adjustment : $0.00 Processed By: Utilities Approval Traffic Approval : General Services Approval Contractor : LEGACY CUSTOM HOMES INC Phone : 949-887-4750 Address : 1000 QUAIL ST, STE 250 NEWPORT BEACH CA 92660 Contractor State Lic: 986194 License Expire : 08 31, 2017 Business License: BT30045036 Business Expire: 10 31, 2017 Workers' Compensation Insurance - - Carrier : STATE COMP Policy No: 9118909 W. C. Expire: 12 02, 2017 Total Fee $571.00 Paid : $0.00 Balance : $571.00 Receipt No: Date: _/_/ Other Department: Date: Date : _/_/ Permit Denied Date: -� Date: / / Issued Permit : Date :'7 /f v/ �ev Date : / / Y. COMPLETE THE BELOW INFORMATION PROJECT ADDRESS: DETAILED DESCRIPTION OF PROPOSED WORK: .�� .STD C L � /2.i �1L �► /� L � PPLICANT: L(,% <G �; Phone: 711 Email Address: 3CAr-�` a=C � ,G,•,-� Mailingg Address: (GROG City/State/Zip: A/If C4 q2(oao OWNER: ,t -1-C2 2 (-0 Phone: g Lil 'N S S 7 , Email Address: Mailing Address: City/State/Zip: ALL . C IStOMPLE"FE ONTRACTOR: - S, /-� Ztc. Office Phone: 14 9 f f 7 G? 3 Z Company (if different): Jobsite Phone: Other Phone: Email Address: Zx(-4C Cu-ST-, <L6-W A FL . Cu"— Mailing Address: avU Sk ZZv City/State/Zip: 7 �1 w q�7 Z� Zick( ' 72C�c� State Licensq Number & Class: Expires: City B siness License Nu ber: Expires: WORKERS COMPENSATI INSURANCE - Certificate of Insurance (Sectionp3800 Labor Code) Company: T,4 -IC� t- 7> Polic No: 1 Expires: Municipal Orations: 949-644-3055 Utilities: 949-644-3011 Urban Forestry: 949-644-3083 ., ... .: FOR'OF"M ONLY Special Conditions of Permit: JL — ` S ri �c *PSPVAL REQtI11110 AIM THE DEPARTNENU Utilities: Municipal Operations Traffic: 0 Fire: 0 Other: Engineering T lan: Perm! alist Date: I4-1.7 Permit No. N2017- - is/usersrpbwisna "eneroawmasterWepwofth".)as Public Works Department 949-644-3311 100 Civic Center Drive, Newport Beach, CA 92660 Permit Processing Fee: Public Works Only $241.00 Other Department $275.00 Agreement Fee: Preparation of Report/Agreement $817.00 Document Recordation Fee $192.00 Monitoring Wells $502.00 Inspection Fee: MYX Public Works Field Inspection $165.0 Utilities Field Inspection $121.0 General Services Inspection $165.00 Water Quality/Artificial Turf Inspection $108.00 Refundable Deposit: TBD Improvements TBD Street/Alley/Walk Closure: $65.000 Newspaper Rack Inspection $108.00 Traffic Control Plan Check 8-1/2" x 11" $65.00 Sewer Connection Fee $250.00 24" x 36" $143.00 4TT Box & Cover $64.00 _ _ _ Additional THE FOLLOWING ITEMS REQUIRE APPROVAL FROM THE Revenue Division I 1 L_ REVENUE DIVISION PRIOR TO PAYMENT OF FEES Approval: 1 I My. 1 (Water Meter: Installation Charge $528.00F21� 13/4" Meter $50.25 Water Meter Boxes: 11" Meter $121.50 For Parkway & Sidewalk Area (Box + Cover = Cost) 1 11 1/2" Meter $285.00 1" Meter: 13.00 + 37.00 $50.00 1 I1 1/2" Turbine Meter 12" $700.00 2: Meter 27.00 + 61.25 $88.25 1 Meter I2" $425.00 Turbine Meter $845.00 For Traffic & Alley Areas (Box + Cover = Cost) Meter $3,310.00 1" Meter: 13.00 + 38.00 $51.00 �13" 4" Meter $4,730.00 2" Meter. 27.00 + 162.00 $189.00e 61 "Meter $7,190.00 Certificate of Compliance Fee (+100% of My over 3 hrs) $288.00 5200-5029 Development Services Fee (Plan check hourly) $155.00 5200-5015 Final Tract Map Checking Fee $2,488.00 5200-5026 Final Parcel Map Checking Fee - Moderate $2,488.00 5200-5027 Lot Line Adjustment Fee $1,079.00 5200-5028 Park Dedication Fee Zone TBD 405-470 Street EasementlVacation Fee (+100% of My over 4 hrs) $1,022.00 5200-5031 Street Tree Fee ($700 Planting Fee) ... TBD 030-2284 Engineering Tech: Total Amount Due: For Finance Use Only crb Permit cialist Receipt No. ( P(-,� f:/userslpbw1*W"en0VadV"M WWep front and back masters) Rev. 11WO17 epfeesheet.xis-revised 10/ IM16 ALL UNDERGROUND WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR Contact "Underground Service Alert" At Least 48-Hours in Advance of Any Excavation at 800-422-4133 TERMS AND CONDITIONS OF ENCROACHMENT PERMIT 1 Encroachment Permits may be taken out by the owner of benefited property or a licensed contractor A licensed contractor must provide a 1 eller of Authorization to allow anolher party to pull a permit An approved copy of the permit and construction plan ,hall be kept at the lob site at all tinies Work. which has been done prior to issuance o a permit. is subject to rejection/fine City reserves the right to void permit ifwork does not commence within 30 day after dale of issuance 2 The Permitlee agrees to defend, indeninify and hold the City. its authorized agent officers. representatives and employees harmless from any responsibility, liability. suit or action of any description arising out of any accident. loss or damage to persons or properly occurring as a result of work undertaken under this permit 3. All work shall be. done in accordance with the approved plans, Standard Special Provisions and Slawlard Dmwinys of the City of Newport Beach, and in compliance with all applicable State laws and City ordinances 4. Permitlee guarantees all work performed under this permit to be free of hidden and latent defects. Any failures shall be corrected within two weeks after notification to the satisfaction of the Public Works Director 5 A valid Stale licensed contractor must perform all construction within the public right-of-way. unless waived by the Public Works Director A valid State Contractor License Class A can perform any work in the public right-of-way. For construction or connection to water lines a valid State Contractor License Class C-34 is required For construction or connection to sewer lines a valid State Contractor License Class C-42 is required 6 All trenching and/or resurfacing shall conform to City Standard 105-L for parkway/roadway and City Standard 140-1 . in the alley, where a minimum half -alley width resurfacing shall be provided, unless otherwise directed by the Public Works Dept. Contractors shall obtain permits to perform excavation or trench work from the California Division of Industrial Safely prior to commencing underground construction as required by State law Walls and faces of all excavations over 5 feet in depth shall be protected by a shoring system, sloping of the ground, or other equivalent means. Trenches less than 5 feet in depth shall be guarded when hazardous ground movement may be expected 7 The Public Works Department Inspectors must inspect all work in the Public, right-of-way Forms and subgrade must be inspected and approved before concrete is ordered/poured. Sewer. pipelines, and subgrade construction must be inspected and approved before backfilling, or applicant may be required to excavate site. Separate Utilities Department or General Services Department inspections may be required depending on scope of work performed. 8. All trench restoration must be inspected by the Public Works Department No utility installation(s) shall be allowed over or within 5 feet of any City utilities, unless approved by the Public Works Department Locale and pothole existing City -owned utilities tie water, sewer, or street lighting conduits) to verify locations Maintain a one -foot clearance over or under existing_ City -owned utilities Sewer cleanouts require VCP or PVC SDR35 be used with a 4TT box over the riser 9 Properly lighted barricades Must he provided and maintained around all trenches, excavations and obstructions All signs, flags. lights and other warning and safety devices shall conform to the requirements of the current Manual of Warning Signs. Sights and Other Devices for the Use in Performance of Work Upon Highways'. issued by the California Department of Transportation If needed barricades can be obtained from the City at a charge of $1000 per barricade per day, with a nuninum charge of $35.00 It is the responsibility of the applicant to place barricadev protect the general public Access to fire hydrants must be maintained at all times 10 Work within or near beach sense eve. areas will not be allowed during. City holidays. sprinq break Memorial Day weekend. summer between June. 15 and September 15 and during the holiday season from December 19 to January 1 unless approved by the Public Works Department 11 Anv work that extends into traffic or parking lanes and unpede:s the normal flow of traffic requires the applicant to acquire a Temporary Street C;IOSUre Peomrt from the Public: Works Department Access for fire, police acid emergency vehicles must he maintained at all lines Traffic Control must be per Work Area Traffic Control Handbook (WATCH i No nighttime traffic lane closures unless prior approval has been granted Any lane(s) closure on a major street will only he allowed between 9:00 a.m. and 3:00 p.m. (Monday thru Friday), unless approved by the Public Works Department Anv work affecting the Slate Highway's traffic or within the Stale Highway right-of-way will require a Caltrans Permit All vehicles shall be lawfully parked 12 This permit does not aulhonze the closure of sidewalks. streets, or alleys for construction access. storage of materials, or parking of constructron vehicles unless detailed on an attached Temporary Street Closr re 13 Applicant must notify USA at 1-800-227-2600 2 days before starting any underground construction. Applicant must notify all affected residents 24 hours in advance of restricted access and any inconveniences 14 Refuse or unused materials shall he removed within 24 hours after completion of the work. If not removed. the City may remove and bill the applicant Coordinate alley closures with City's refuse pick-up days by calling 949-644-3066 for the collection schedule so service is riot interrupted I o place a dumpster or materials in the public right-of-way. a Temporary Street Closure Permit must be. obtained from the Public Works Department WORKER'S COMPENSATION INSURANCE (Section 3800 Labor Code-i certify that I have a Certificate of c sent to self -insure ertificate of Worker's Compensation Insurance, or a C rti d Copy thereof. Date: 'J/1 ti ! ignature: CERTIFICATE OF EXEMPTION (Section 3800 Labor Code) I certify that in the performance of the work under this permit, I shall not employ any person so as to become subject to California Worker's Compensation Laws. If, after signing this certificate I become subject to the Worker's Compensation provisions of the State Labor Code, I must comply with the provisions of Section 3700 or this permit shall be deemed revoked. Date: Signature: CONTRACTOR LICENSE EXEMPTION As the Owner of the benefiting property, I certify I am personally performing all work in the Public Right -of -Way. Date: Signature: HOLD HARMLESS STATEMENT I understand that I am locating minor encroachments within the City Right-of- Way/Easement. As property owner it is my responsibility to maintain the encroachments. I will be responsible for replacing the improvements if the City removes them for maintenance of utilities or other public need. I shall indemnify and hold the City harmless for any liability associated with the minor encroachments. Date: Signature: 2 hour notice for Encroachment Permit Inspection is required by calling blic Works at 949-644-3311. ; 5 Any above ground utility facilities will require documented approval from fire adjacent affected properly owners i 16 Homeowner, contractors. and subcontracoirs n!ay each be liable for vrolalions of W,iter Ouality Laws Best Management Practices will be enforced II is agaursl the law to discharge construction debris into the guller and storm dram Felony violations of klPi!er Duality Laws are punishable by fines up to $25.000 and/or up to tlmae years r.r Slal< prison plus the full cost to clean up an illegal discharge or spill 17. If a refundable deposit was paid. applicant rmist submit a Soils Contpacau n Certificate or Evidence of a Slurried Bnckfill and request a final incper.6(,n from thc, Public Works Department. Monies may be held for six months after final iw poctio!i before a refund will be processed 18. No trees in the public right-of-way shall be planted, removed, lritrimed. ar r 1w,aled without approval from the General Services Department. 19. All work in the public right-of-way must rneet the approval of the Public Work-. Department or corrections will be required ti.e removals. exposin, cnnnr,,;tic:ns. etc.). Additional inspection fees may be required. 20. Permit is for standard materials in the public right-ol-way only, unless previouslV approved by Public Works and an Encroachment Agreement has been processed 21 Permit is valid for "description' of work noted on front only Additional wnik performed may require issuance of a separate permit and,or additional fees. No work related to this encroachment permit shall be performed until the Public Works Department has issued this permil, Applicant hereby acknowledges he/she has read and unde nds the terms and conditions of this permit and he/she agrees to abide by them. Permit is void if work is not commenced within 30 days after , Permit fees are nonrefundable. Date: /l / f Lf��Slgnature: uan C 0 E H m 31 4 5 1 6 SEASHORE TO REMAIN. IN PLACE. OA 8' N1OE TRAFFIC RATED FRAME AND GRATE WITH 3/8- SLOT OPENINGS. NOS TYPE 037 OR EQUIVALENT (PH. 800-726-1994). O FORM AND POUR PERIMETER CONCRETE CURB 10' DEEP BY 6' WIDE. © INSTALL 04 REM TOP AND BOTTOM (TYPICAL). OO INSOLL CRUSHED ROCK 3/4' OYL O INSTALL MRAI FABRIC TYPE 140 N OR EQUIVALENT AROUND GRAVEL OFILL REST OF TRENCH WITH CRUSHED ROCK TO 4' FROM TOP OF GRATE. CRUSHED ROCK TO BE 12' WIDE BY 16' DEEP © CONCRETE ORVEWAY. SEE DETAIL 4 BELOW ) DETAIL INFILTRATION TRENCH (WITH OVERFLOW CHANNEL GRAIN) NOT TO SCALE e FS FLOW UNE ❑ TOP OF SUB a a " HAROSCAPE A* 3.5' MIN. B 2% YIN. C Ix YIN. *OTHER VALUES MAY APPLY DEPENDING UPON ARCHITECTURAL DETAILS 2 DETAIL TYPICAL SIDE YARD SWALE NOT TO SCALE mm 1. THIS DETAIL IS FOR REFERENCE ONLY TO ILLUSTRATE SOILS REPORT REQUIREMENTS. HIIROSCAPE DESIGN BY OTHERS. SURFACE TEXTURE, STONE 2. SEE SOILS REPORT FOR OVEREXCAVATKIN VINO PAVING. TILE, WOOD FINISH, SUBGRADE PREPARATION REQUIREMENTS. ETC. PER ARCH. PLANS C 0 `SEE SOILS REPORT FOR LJ SUBGRADE REQUIREMENTS DRIVEWAYS HAROSC7APE A MIN. SLAB THICKNESS 5' 4' B MIN. AGG. RISE THICKNESS N/A N/A C MIN. REINFORCEMENT (D.C. / E.W.) 13018' 13016- 0 MAX. SAWCUT OR COLD JT. SPACING 10' 8' E THICKENED EDGE DEPTH 12- 12- F I THICKENED EDGE WIDTH 8' 8' AIL O,L TYPICAL DRIVEWAY / HARDSCAPE SECTION PER GNU SOILS REPORT DATED NOV 18, 2015 NOT TO SCALE YIN. DSTTO FINISH FINISH FLOOR (PER PLAN) . SURFACE PER C.B.C. SEE DETAIL 2 EXTRA HEIGHT OF FOOTING AS DIMENSIONED ON PLAN\!� \�'.,.� •. 2' SANG OVER VAPOR BARRIER OVER 4 INCHES OF 3/4-INCH GRADED GRAVEL PER SOILS REPORT AND STRUCTURAL PLANS. 24' YIN. EMBEDMENT INTO FINISH GRADE PER SOILS REPORT 5 DETAIL DEEPENED FOOTING NOT TO SCALE NOTE TO CONTRACTOR: CIVIL ENGINEER OF RECORD APPROVAL REQUIRED PRIOR TO BACKFILL OF ALL DRAIN PIPES, CONTACT CIVIL ENGINEER TO FIELD VERIFY LOCATION, SIZE, AND DEPTH OF DRAIN SYSTEM. TOPOGRAPHIC SURVEY NOTE SURVEY PREPARED BY: ROM SURVEYING INC. 23016 LACE FOREST OR. J409 (949)858-2924 ADDITIONAL NOTES 1. ALL ROOFS SHALL BE GUTTERED h DOWNSPOUTS OUTLET DIRECTLY TO YNROSCAPE SURFACE. 2. PAD ELEVAT*NS ARE BASED ON SOIL REPORFS RECOMMENDATION OF 5' THICK CONIC. SLAB. OVER 2- SAND OVER VAPOR BARRIER OVER 4 INCHES OF 3/4-INCH GRADED GRAVEL. CONTRACTOR SHALL VERIFY W/ STRUCTURAL DRAWINGS. 3. SEE SOIL REPORT FOR ALL OVEREKCAVATION REQUIREMENTS. 4. FOR FOOTING AND FOUNDATION DESIGN. SEE STRUCTURAL PLANS. 5. PER THE SOIL REPORT. ALL CONCRETE IN CONTACT WAIN ONSITE SOILS SHALL BE MADE WITH TYPE I/V CEMENT WITH A MAX W/C RATIO OF 0.50 h MIN Fc-4000 ps. S. PER THE SOILS REPORT GRADES WITHIN RIVE SITE SHOULD NOT BE LOWERED TO THE EXTENT THAT THEY WILL HAVE AN ADVERSE IMPACT ON LATERAL STABILITY OF ANY EXISTING PROPERTY LINE STRUCTURES UNCLESS MITIGATING MEASURES SUCH AS SNORING ARE IMPLEMENTED. 7. ALL RECOMENDATIONS CONTAINED IN THE SOILS REPORT BY GNU GEOTECHNICAL. INC. PROJECT NO. 15-178-00 DATED NOVEMBER 18. 2015 ARE CONSIOCKO PART OF THIS PLAN. 8. FOR FOUNDATION DESIGN SEE STRUCTURAL PLANS. LEGEND CONCRETE PAVING FS FINISH SURFACE CFF GARAGE FINISH FLOOR --TOO-- CONTOUR (EXISTING) INV INVERT —100— CONTOUR (PROPOSED) P.L OR a PROPERTY LINE PA PLANTER AREA - 100.00 SPOT ELEVATION (PROPOSED) TC TOP OF CURB (100.00) SPOT ELEVATION (MATCH EXISTING) TF TOP OF FOOTING TG TOP OF GRATE .. EXIST WILL TO REMAIN. TIP TOP OF PIASTER *as DOWNSPOUT Tw TOP OF WALL FF FINISH FLOOR OF DEEPENED FOOTING FG FINISH GRADE FL OR IL FLOW LINE EASEMENTS THERE ARE NO APPLICABLE EASEMENTS TO THE PROPERTY PER A TTTLE II INSURANCE REPORT PREPARED BY LAWYERS TRLE, FILE 215590757. OATED JUNE 9 .2015. SCOPE OF WORK DEMOLITION OF EXISTING SINGLE FINELY RESIDENCE AND GARAGE. AND CONSTRUCTION OF NEW SINGLE FAMILY RESIDENCE AND GARAGE, TOGE7HIER WITH APPURTENANT HUROSCAPE. LANDSCAPE AND DRAINAGE MPROVEMENS. CONSTRUCTION NOTES PLANS PREPARED Ur. © ENGINEERING. ANC 0 8 16 SCALE 1/0'- 1'-0' EL nNG PAVEAENTIMECORATIVE DRIVEWAY - APPR011CN WTRWI 6E1 WIONE DRIVE RIGHT OF PRO%. LOCATION OF EXIST. SERVICE h WATER METER WAY TO REMAIN. PROTECT IN PLACE. ENCROACHMENT PERMIT AND ENCROACHMENT AOREFJONf 9HIALL 6E OVAINEa FROM CITY C' V I L E N G I N E E R I V G LA NOSUR VEYING rWATER REMAIN. PROTECT IN PLACE. pOBLIc WYOTIK6 DEpARTMENT. STORMWATER OJALITY _.. _. _ _, .19 •r.,,,E. Ne, 4rre s.� ca-+... c• Fzuz e f A9L Ise1 APPROX. LOCATION OF EAS H O RE D RIV E ru EXIST,�. CLEANOUT i � p $ SEW. LATERAL TO FESSI N _MWIL. PRnoTEcr. fLl... .. -a.$ : _._ ..... _... ..... B NIO No. 57587 �n 5=0.006 5 0.005 k PAD 112.54 1'4p r .. .._ SEE AIEIIT IVAL NOTE 12 -1 I' CALEB RIOS J 1 R.C.E. 57587 } - EFOO nK TO R MAI DATE: •6' CURB FOOTING 10 REMAIN PROTECT IN PUCE. (TYP) a (TYP) Q CONSTRUCT 30' LONG INFILTRATION TRENCH OTWN WITH OVERFLOW CHANNEL SEE OETAL ON TN15 SHEET. 2Q-CONSTRUCT SEIEYNIO SWILL SEE DETAL ON THIS SHEET. EXISTING WALL AND V '. Jo- CONSTRUCT CONCRETE HIAROSCAPE. SEE DETAIL ON THIS SHEET. F007ING TO REMAIN. �COON THIS �. DRIVEWAY. SEE CITY STANDARD PUMA ANY NO STD-160-L-B AND PROTECT PLACE. C AL s : . SD.-CONSIMICT DEEPEN FOOTING. SEE DETAIL ON THIS SHEET. 70 e e 70 srse. I I srse 20 RECONSTRUCT WALL I AS REQUIRED. ;; I- .L 2 3 ` 3 I ... EXISTING WALL TO REMAIN. 20 I ;, PROTECT IN PLACE. c - -- ..2 W72A AOJ RESIDENCE i 7' OWNEgf 'wlp_►C 10 TOP OF TEMP CUT TO I PER STRUCTURAL PLANS TOP OF TEMP CUT TO BE 10 BE AT LEAST V AWAY I () 1 AT LEAST I' AWAY FROM FROM EXIST WALL. WITH I EXIST WALL 1:1 UYBACK PER OVEREXCAVATE 2.5' BELOW SOITH S UPORT.ACK PER SOILS SOILS REPORT. 1 EXISTING GRADES PER SOILS 1 REPORT. REPORT. I Q I A SECTION I Q SALE: I' � 8T • � B• 15 15 EXISTING PAVEMENT TO � REMAIN. PROTECT IN PLAC� 4 / I x \1 1x� I I�7x _.. ..... .... - - ' 2' 018 MENT INTO FG PER STRUCTURAL PLANS TOP OF TEMP CUT TO BE LEAST 1' AWAY FROM PROPERTY I - �j' IL"' 10 LINE WITH 1:1 UYBACK PER REPORT. I OVEAEoCIA1♦A1):r� BELOW EXISTING 10 SOILS I GRAMS PER SOILS REPORT. B SECTION Q �J SCALE. I" D IE 5 c� �o �i W REMOVE EXISTING WALL AND PILASTER PER CITY APROVED ENCR04CHMfH1 PERMIT 10 EN 1044 — RfMOVE EXISTING 30' HIGH WALL PER CITY APROVED ENCROACHMENT PERMIT NO EN 1044 GARAGE l OF�L U.70 I 4 I l a� I � 3 OS TO OUREY OHIO HARDSCAPE 'I F.F.=14.84 ; z T/SLAE( =14,77 I 2 PAD=13.86 I SEE ADOMONLL NCTE 12 I A 1 ExisnAlc WALL AND FOOTING TO REMAIN PROTECT IN PLACE. I� _ /A1 %iV P.L.J REMOVE EXISTING WALL AND PROPOSED 6• STEP TO SANG PER PILASTER PER CITY APROYED APPRO'VE0 CITY ENCROACHMENT ENCROACHMENT RETAIL! NO Ez 1044 PERW1 N0. EN 1011 CITY OF NEWPORT BEACH NOTES o-A PUBLC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIRED BEFORE THE BUILDING OEPARIYENT PERMIT FINAL CAN BE ISSUED. AT THE TIME OF PUBLIC WORKS DEPARTMENT INSPECTION. IF ANY OF THE EMANG PUBLIC IMPROVEMENTS SURMUNONG THE SITE IS DAMAGED, NEW CONCRETE SIDEWALK, CURB AND GUTTER. AND ALLEY/STREET PAVEMENT WILL BE REQUIRED. ADDITIONALLY, IF EXISTING UTILITIES INFRASTRUCTURE ARE DEEYEND SUBSTANDARD. A NEW 1-INCH WATER SERVICE WATER METER BOX, SEWER LATERAL ANO/OR CUANOIR WITH BOX AND UO WILL BE REQUIRED. IO0X OF THE COST 94ALL BE BORNE BY THE PROPERTY OWNER (MUNICIPAL CODES 14.24.020 AND 14.08.030). SAID DETERMINATION AND THE DTIENT OF THE REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. o-A CITY ENCROACHMENT AGREEMENT 6 REOLNREO FOR ALL NON-STANOAAO PRIVATE IMPROVEMENTS WITHIN THE PUBLIC RIGHT-OF-WAY. yD_AN APPROVED CITY OF NEWPORT BEACH ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHIN THE PUBLIC RIGNT-OF-WAY. o- SURVEYOR OR ENGINEER SMALL PERMANENTLY MONUMENT PROPERTY CORNERS OR OFFSETS BEFORE STARTING GRADING. SQ-SURVEYOR TO FILE A CORNER RECORD OR RECORD OF SURVEY WITH THE OFFICE OF THE COUNTY SURVEYOR. EVIDENCE OF FILING SHALL BE SUBMITTED TO BLINDING INSPECTOR PRIOR TO FOUNDATION INSPECTION. o- ALL WORK RELATED TO DONESOC WATER IN THE PUBLIC R ICHT-OF-WAY SMALL BE PERFORMED BY A C-34 LICENSED PIPELINE CONTRACTOR OR A LICENSED GENERAL ENGINEERING CONTRACTOR. To- ALL WORM RELATED TO WASTEWATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-42 LICENSED SANITATION SEWER CONTRACTOR OR A LICENSED GENERAL ENGINEERING CONTRACTOR. �ESSIOI1� o- PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN ENCROACHMENT POW MUST BE OBTAINED y FROM THE PUBLIC WOWS DEPARTMENT. So- ISSUANCE OF A BUILDING PERMIT BY THE CRY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE �7 _ ..,' � ::'; 'TGLFE I__' OF ANY CONSTRUCTION ATHORZEOBY THIS PERMIT. OF CAL- 10 SEASK)RE DRIVE S ON THE CRYS S REET-CUT MORATORIUM LIST. TRENCHING INTO SAID STREET AS A PART OF THIS DEVELOPMENT WILL REQUIRE E%1ENSNE STREET REPAIR WORK. DETAILS OF SUCH REPAIR WORT( MAY BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT. H PAFPARFD FOR: PETER POLOS k GREG SOLAAS A907 YAsm MOY HEIFORT EFADL CA 12M NL 149-TEN-3143 ► II R O G 3-. O S a lj� N DO .47 SURVEY DATE - V. SCALE;4/27/15 N/A oAN.: OR. IIAVc. NO. C.R. C—OZ AM, C.R. " No. I SHEET I OF NOTICE TO CONTRACTOR 1. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES. CONSTRUCTION CONTRACTOR WILL BE REWIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONOITIONS WRING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT THIS REOIRRDJENT SMALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND. INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL 2. IF THIS PROJECT IS STAKED BY SURVEY CREWS OTHER THAN THOSE CREWS UNDER THE DIRECT SUPERVISION OF THE SIGNATORY ENGINEER. THE SIGNATORY ENGINEER WILL NO LONGER BE THE ENGINEER OF RECORD AND WILL HAVE NO RESPONSIBILITY AS TO THE FINAL CONSTRUCTED PROJECT. THE SIGNATORY ENGINEER WILL NOT BE RESPONSIBLE FOR ERRORS OR OMISSIONS THAT COULD HAVE BEEN CORRECTED WRING THE CONSTRUCTION OF THIS PROJECT, IF THE STAKING HAD BEEN DONE BY SURVEY CREWS UNDER HIS DIRECT SUPERVISION. GRADING NOTES 1. GRADED SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO I VERTICAL. 2. FILL SLOPES SHALL BE COMPACTED TO NO LESS THAN 90 PERCENT RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. J. ALL FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION AS DETERMINED BY ASTM TEST METHOD 1557. AND APPROVED BY THE SOILS ENGINEER. COMPACTION TESTS SHALL BE PERFORMED APPROXIMATELY EVERY TWO FEET IN VERTICAL HEIGHT AND OF SUFFICIENT OJANTITY TO ATTEST TO THE OVERALL COMPACTION EFFORT APPLIED TO THE ALL AREAS. 4. AREAS TO RECEIVE FILL 91ALL BE CLEARED OF ALL VEGETATION AND DEBRIS, SCARIFIED AND APPROVED BY THE SOILS ENGINEER PRIOR TO PLACING OF THE FILL 5. FILLS SHALL BE KEYED OR BENCHED INTO COMPETENT MATERIAL 6. ALL EXISTING FILLS SHALL BE APPROVED BY THE SOILS ENGINEER OR REMOVED BEFORE ANY ADDITIONAL FILLS ARE ADDED. 7. ANY EXISTING IRRIGATION ONES AND CISTERNS SALL BE REMOVED OR CRUSHED IN PLACE AND BACKF1UED AND APPROVED BY THE SOILS ENGINEER. S. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL, AFTER CLFABNG AND PRIOR TO THE PLACEMENT OF FILL N CANYONS. INSPECT EACH CANYON FOR AREAS OF ADVERSE STABILITY AND DETERMINE THE PRESENCE OF, OR POSSIOUTY OF FUTURE ACCUMULATION OF. SUBSURFACE WATER OR SPRING FLOW. IF NEEDED, DRAINS WILL BE DESIGNED AND CONSTRUCTED PRIOR TO THE PLACEMENT OF ALL IN EACH RESPECTIVE CANYON. S. THE EXACT LOCATION OF THE SUBORAINS SNAIL BE SURVEYED IN THE FIELD FOR UNE AND GRADE. TO. ALL TRENCH SADOILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION. AND APPROVED BY THE SOILS ENGINEER. THE BUILDING DEPARTMENT MAY REQUIRE CORING OF CONCRETE FLAT WORK PLACED OVER UNTESTED SACKFILLS TO FACIUTATE TESTING. 11. THE STDOKPIUNG Of EXCESS MATERIAL 91 LLL BE APPROVED BY THE CITY GRADING ENGINEER. 12. LANDSCAPING OF ALL SLOPES AND PADS SHALL BE IN ACCORDANCE WITH CHAPTER 15 OF THE NBMC. 13. ALL CUT SLOPES SMALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY AN ENGINEERING GEOLOGIST TO DETERMINE IF ANY STABILITY PROBLEM EXISTS. SHOULD EICAVATKIN DISCLOSE ANY GEOLOGICAL K42ARDS OR POTENTIAL GEOLOGICAL WIZARDS, THE ENGINEERING GEOLOGIST SHALL RECOMMEND AND SUBMIT NECESSARY TREATMENT TO THE CRY GRADING ENGINEER FOR APPROVAL. 14. WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPES IS DETERMINED TO BE NECESSARY BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, THE SOILS ENGINEER WILL OBTAIN APPORVAL OF DESIGN, LOCATION AND CALCULATIONS FROM THE CITY GRADING ENGINEER PRIOR TO CONSTRUCTION. 15. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SKILL INSPECT AND TEST THE CONSTRUCTION OF ALL BUTTRESS FILLS AND ATTEST TO THE STABILITY OF THE SLOPE AND ADJACENT STRUCTURES UPON COMPLETION. 16. WHEN CUT PADS ARE BROUGHT TO NEAR GRADE THE ENGINEERING GEOLOGIST SHALL DETERMINE IF THE BEDROCK IS EXTENSIVELY FRACTURED OR FAULTED AND WILL READILY TRANSMIT WATER. IF CONSIDERED NECESSARY BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, A COMPACTED FILL BLANKET WILL BE PLACED. 17. THE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS WRING GRADING. I& NOTIFICATION OF NONCOMPLIANCE: IF, IN THE COURSE OF FULFILLING THEIR RESPONSIBILITY, THE CIVILENGINEER, THE SOILS ENGINEER, THE ENGINEERING GEOLOGIST OR THE TESTING AGENCY FINDS THAT THE WORK IS NOT BEING DONE IN CONFORMANCE WITH APPROVED GRADING PUNS, THE OISCREPANGIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE PERSON IN CHARM OF THE GRADING WORK AND TO THE CITY GRADING ENGINEER, RECOMMENDATIONS FOR CORRECTIVE MEASURES, IF NECESSARY, SKILL BE SUBMITTED TO THE CRY GRADING ENGINEER FOR APPROVAL REQUIRED REQUIRED INSPECTIONS I. A PRE -GRADING MEETING SHALL BE SCHEDULED 46 HOURS PRIOR TO START OF GRADING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, GRADING CONTRACTOR. DESIGN CIVIL ENGINEER. GEOLOGIST, CITY GRADING ENGINEER OR THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTION WILL BE GUTUNEO AT THE MEETING. I 2. A PRE -PAVING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF THE SUB -GRADE PREPARATION FOR THE PAVING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, PAVING CONTRACTOR. DESIGN CIVIL ENGINEER. SOILS ENGINEER, CITY GRADING ENGINEER OR THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTUNEO AT THE MEETING. PRECISE GRADING PLAN FOR POLOS RESIDENCE LOT 4, BLOCK 49, OCEAN FRONT TRACT 4907 SEASHORE DRIVE GENERAL GRADING NOTES 1. ALL WORK SHALL CONFORM TO CHAPTER 15 OF THE NEWPORT BEACH MUNICIPAL CODE (NBMC). THE PROJECT SOILS REPORT AND SPECIAL REQUIREMENTS OF THE PERMIT. 2. DUST SHALL BE CONTROLEO BY WATERING ANO/OR DUST PALLIATIVE. 3. SANITARY FACIUM SHALL BE MAINTAINED ON THE SITE DURING THE CONSTRUCTION PERIOD. 4. WORK HOURS ARE LIMITED FROM 7.00 AM TO 6:30 Plot MONDAY THROUGH FRIDAY; 5:00 AM TO 6:00 PM SATURDAYS AND NO WORK SUNDAYS AND HOUOAYS PER SECTION 10-25 OF THE NBMC. 5. NOISE. EXCAVATION, DELIVERY AND REMOVAL SHALL BE CONTROLLED PER SECTION 10-28 OF THE NBMC. 6. THE STAMPED SET OF APPROVED PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. 7. PERMITTEE AND CONTRACTOR ARE RESPONSIBLE FOR LOCATING AND PROTECTING UTIUTIES. S. APPROVED DRAINAGE PROVISIONS AND PROTECTIVE MEASURES MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING OPERATION. 9. CESSPOOLS AND SEPTIC TANKS SHALL BE ABANDONED IN COMPLIANCE WITH THE UNIFORM PLUMBING CODE AND APPROVED BY THE BUILDING OFFICIAL 10. WOOL ROUTES FOR IMPORT OR EXPORT OF MATERIALS SHALL BE APPROVED BY THE CITY TRAFFIC ENGINEER AND PROCEDURES SIALL CONFORM WITH CHAPTER 15 OF THE NBMC. 11. POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL BUILDING AND SLOPE AREAS. 12. FAILURE TO REQUEST INSPECTIONS AND/OR RAVE REMOVABLE EROSION CONTROL DEVICES ON -SITE AT THE APPROPRIATE TIMES SMALL RESULT IN FORFEITURE OF THE CONSTRUCTION SITE CLEANUP OEPOSR. 13. ALL PLASTIC DRAINAGE PIPE SHALL CONSIST OF PVC OR ABS PLASTIC AND EITHER ASTM 2751. ASTM D1527, ASTM 03034OR ASTM 01785. 14. NO PAINT. PLASTER, CEMENT, SOIL, MORFER OR OTHER RESIDUE SWILL BE ALLOWED TO ENTER STREETS, CURBS. GUTTERS. OR STORM DRAINS. ALL WASTE MATERIALS SHALL BE REMOVED FROM THE SITE. NBMC 17.32.020 EROSION CONTROL NOTES 1. TEMPORARY EROSION CONTROL PLANS ARE REWIRED FROM OCTOBER 15 TO MAY 15. 2. EROSION CONTROL OEVICES SHALL BE AVAILABLE ON SITE BETWEEN OCTOBER 15 AND MAY IS. 3. BETWEEN OCTOBER 15 AND MAY 15. EROSION CONTROL MEASURES SHALL BE N PLACE AT THE ENO OF EACH WORKING DAY WHENEVER THE FIVE-DAY PROBABILITY OF RAIN EXCEEDS 30 PERCENT. DURING THE REMAINDER OF THE YEAR. TRAY SHALL BE IN PLACE AT THE END OF THE WORKING DAY WHENEVER THE OAILY RAINFALL PROBAETIUTY EXCEEDS 50 PERCENT. 4. LANDSCAPING PLANS SHALL BE SUBMITTED FOR APPROVAL., WORK COMPLETED AND A CERTIFICATE OF CONFORMANCE RECEIVED BY THE CITY ENGINEER PRIOR TO CLOSURE OF PERMIT, UNLESS WANED BY THE CITY GRADING ENGINEER. 5. TEMPORARY DESULTING BASINS, WHEN REWIRED. SHALL BE INSTALLED AND MAINTAINED FOR THE DURATION OF THE PROJECT. EXISTING UTILITIES NOTE ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCUTION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDINGS WITH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT INDICATED ON THE PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTIU11ES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSBIUTY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. DOCUMENTATION 1. AN AS -BUILT GRADING PLAN SHALL BE PREPARED BY THE CIVIL ENGINEER INCLUDING ORIGINAL GROUND SURFACE ELEVATIONS, AS-GRADEO ELEVATIONS, LOT ORAINAGE PATTERNS AND LOCATIONS. AND ELEVATIONS OF ALL SURFACE AND SUB -SURFACE DRAINAGE FACILITIES. HE 94ALL PROVIDE WRITTEN APPROVAL THAT THE WORK WAS DONE IN ACCORDANCE WITH THE FINAL APPROVED GRADING PLAN AND STATE THE NUMBER OF YARDS OF CUT ANO/OR FILL MOVED DURING THE OPERATION. 2. A SOILS GRADING REPORT PREPARED BY THE SOILS ENGINEER, INCLUDNG LOCATIONS AND ELEVATION OF FIELD DENSITY TESTS, SUMMARIES OF FIELD AND LABORATORY RESULTS AND OTHER SUBSTANTIATED DATA AND COMMENTS ON ANY CHANGES WOE DURING GRADING AND THEN EFFECT ON THE RECOMMENDATIONS MADE IN THE SOILS ENGINEERING INVESTIGATION REPORT. HE SHALL PROVIDE WRITTEN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR THE INTENDED USE AND COMPLETION OF WORK IN ACCORDANCE WITH THE NBMC. 3. A GEOLOGIC GRADING REPORT PREPARED BY THE ENGINEERING GEOLOGIST. NCLUOING A FINAL DESCRIPTION OF THE GEOLOGY OF THE SITE. INCLUDING ANY NEW INFORMATION DISCLOSED OURING THE GRADING AND THE EFFECT OF SAME ON RECOMMENDATIONS INCORPORATED IN THE APPROVED GRADING PLAN. HE SHALL PROVIDE WRITTEN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR THE INTENDED USE AS AFFECTED BY GEOLOGIC FACTORS. PROPERTY CORNER MONUMENTATION SURVEYOR OR ENGINEER SHALL MONUMENT PROPERTY CORNERS. BEFORE STARTING GRADING. WITH PERMANENT MONUMENTS. PUBLIC WORKS DEPARTMENT 3300 Nowport Boulevard. Newport Beech, CA 92663 949.644.3311 ANN OCEANFRONT ENCROACHMENT `pro•"� PERMIT PERMITNO: ON fuH4 Depth el Er crbachmere: 40' F«P.Id: N.cdptNo:�- Site Address: 49U1 5e4snorL �Y'. CA Descrl lion of Work: M«eNaAM b(.4in' ees•.,Cw,Vt aws••a•A•wY.st3 {sos k:sk lsstsk IaA,awr.e�blek eke s book so• ..Il - A INant: o Phone: Address: . `lrA c 41LtebO Phone: lk 111IS-2111, Mailing Addrea 2 H�ee�e�ane ,�, (A IX Contractor: LA-acl IAo Phone: `A %-7 • 67L S 2 Mailbag Address: 16GO L7w•1 S1ree�- $., •ic- tip .NJ 4.•+l`IT 0' w" Ls 42�Vro A City Business Llcanae: ST3Cov50 v Ex.Date: La 3T 1- State Contractor Lkelse No: IClass: coof lalgol'i Worker's Cam nsatlon lnsuranos a uV.a s•ce•s n!LW ILn•r eea 2M,an . ., PoINc No: 9U g9e -1Y Ea : r2 = LWsb IOU A/rJY,p p M fTYs aNsur• dwAH m•..batb• MAIM baN w.i •enlaa/ reran am ae^lm,aV b wsram wwa •1 ti Nov War: O• In eGpevpr swW rmnn 1e rr V.sw. rap b•aacaa.tlwap Naar er aaWWmnp of eb OON.Y. Mob a4 WCAN M•emn NeiMdwnaEbw•rew41C. // wens.: Duo: The terms d oondXims of (his pennN are as stated Vi are Ooean6ont Agreement. O+,ar hereby.ck-Madges that he/she has read and 5000d& ids stQe,r,!osaVsdwMitbna and ea to a61de 6 to Owrrer's slgnatHae: //'C/G �'f Dab: 4I��LOI,j > 4nn.e,val n/Penn//Oa�Y'iIv ('nnnni/OM..v/As I Additional special conditions of approval required by City as th/lows: -CA• asrak' Permit Issued B .Zf A .I = Date Issued: 4-,,,-Ns-' lExpiration Date: Permit Denied B Reason for Denial: DEVELOPMENT STATISTICS SITE AREA 0.05 AC 2.2{5 SF DISNRBED AREA 0.05 AC 2.245 SF IMPERVIOUS AREA PRE -PROJECT 0.05 AC 2.245 SF NEW OR REPLACEMENT 0.05 AC 2.245 SF POST -PROJECT 0.05 AC 2.245 SF SHEET INDEX C-01 TITLE SHEET C-02 PRECISE GRADING PLAN C-03 EROSION CONTROL PLAN C-04 SOILS REPORT RECOMMENDATIONS CONSTRUCTION NOTES AND OUANTITY ESTIMATE EdRrI(W6lBK 411 E)LL D(CAVATION 60 CY - EMBANKMENT - 0 CY OVEREXCAVATMN/RECOMPACOON 140 140 EXPORT - 60 CY TOTAL 200 CY 200 CY NOTE OUATITTITES SHOWN HEREON ARE ESTIMATED FOR PERMIT PURPOSES ONLY. CONTRACTOR 94ALL PERFORM OWN QUANTTTY TAKEOFF FOR SWING AND OTHER PURPOSES. OI - CONSTRUCT 30' LONG INFILTRATION TRENCH (TRAIN WITH ^ OVERFLOW CHANNEL SEE DETAIL SHEET C-02. - I - CONSIRUCT SDEYARD SWALE. SEE OCTAL ON SHEET C-02. - - - - - - - 3o- CONSTRUCT CONCRETE HAROSCAPE. SEE DETAIL ON SHEET C-02. o-rt- CONSTRUCT CONCRETE DRIVEWAY. SEE DETAIL ON SHEET C-02. - - - CONSTRUCT DEEPENED DEEPENED FOOTING. SEE OTAL ON SHEET C-02. - - - 30 LF. 115 LF. 779 S.F. - - - - 29 S.F. 45 LF. ^•.s,.,� > G+yam �My S�Wnor A.e ' G SITE r e W Coast NTIy p t v L s B 4 _ - VICINITY MAP G NOT TO SCALE OWNER ARCHITECT CIVIL ENGINEER SURVEYOR PETER FOLDS A GREG SOLAAS E.TA RESIOENRAL DESIGN TOAL ENGINEERING, INC. FIELD SURVEY DATED 4/27/15 4907 SEASHORE DRIVE 9521 IRVINE CENTER DRIVE 139 AVENIDA 14AVARRO BY ROM SURVEYING, INC. NEWPORT BEACH, CA 92663 IRVINE. CA 92618 SW CLEMENTE. CA 92672 23016 LAKE FOREST DR. WIT TEL: (949) 795-3743 TEL: (949) 864-2244 TEL: (949) 492-8586 TEL: (949) 858-2924 FAR: (949) 861-2233 FAX: (949) 49878625 ...etodesign.com ...toalengineerfng.com LEGAL DESCRIPTION BASIS OF BEARINGS BENCH MARK SOILS ENGINEER LOT 4, BLOCK 49. BEING THE NORTHERLY PROPERTY REFER TO TOPOGRAPHIC SURVEY GMU GEOTECHNICAL OCEAN FRONT TRACT LINE SHOWN ON LOT 4, 23241 ARROYO VISTA CA 92686 NEWPORT BEACH, CALIFORNIA BLOCK 49 AS N 55RANCHO 34'05' W. TEL: SANTA MA433-8850 ASSESSOR'S PARCEL NO. 424-452-03 ESStp ' stc. s:w/4217 of THE GOVEMpa CM ITENAISIES A WWPUTWT 1XINIFICATIN MAW TE sa" 89= A YEIW.T TO DGNIAIE• aWL lE WHO. • ' • r'Ce FIRM OPAEaT LO. MJWM CAL UWAIM0tAIe �, I \W TKwWK aTs TI6a1E ra W. CAL, Il p,OFE9SN �4 DEB RiO� No. 57587 �n a 7 C j CA ICALEB RIOS R.C.E. 57587 DATE: A G 5/3/2017 City of Newport Beach 6:34:35AM INSP150 - Daily Inspection Request Report Requested Inspection Date: 05/03/2017 Inspection Type: ENCROACH Inspection Area: PW Site Address : 4907 SEASHORE DR Page 24 of 25 Activity : N2017-0183 SubType : NEW Status : APPROVED OWNER: POLOS PETER Phone : 949-735-3743 polos@psbiaw.com APPLICANT: LEGACY CUSTOM HOMES INC Phone : 949-887-4750 Description : REPLACE EXISTING DRIVEWAY APPROACH TO MATCH EXISTING, STD GRAY CONCRETE. Item: 10200 PRE JOB - PW Requested Time: 5/3/2017 12:OO:OOAM Requestor: WEBUSER A-4V%LJ Entered By: *VEBUSER-9r4-c9�8876232 - 14 Comments: PM- Insp4pcW&9ned to: Date: 3 Time: 1:00 AM Comments: oMed Ret"lle F:\Users\PBW\Shared\ENCROACH\MASTERS\FORMS\InsoectorSheet doc REPT131 Run Id: 4018 5%4/2017 City of Newport Beach Page 12 of 12 4:30:30PM INSP150 - Daily Inspection Request Report Requested Inspection Date: 05/05/2017 Inspection Type: ENCROACH Inspection Area : PW Site Address: 4907 SEASHORE DR Activity : N2017-0183 SubType : NEW Stafus : APPROVED OWNER: POLOS PETER Phone : 949-735-3743 polos@psblaw.com APPLICANT: LEGACY CUSTOM HOMES INC Phone : 949-887-4750 Description : REPLACE EXISTING DRIVEWAY APPROACH TO MATCH EXISTING, STD GRAY CONCRETE. Item: 10100 FORMS WITH COMPACTION - PW Requested Time: 5/5/2017 12:00:OOAM Requestor: WEBUSER 9498876232 Entered By: WEBUSER Comments: PM - Assigned to: " Inspector: �_ Date: / Time: AM PM Comments: xi ' j*e F:\Users\PB\MShared\ENCROACH\MASTERS\FORMSUnsnectorSheet.doc REPT131 Run Id: 4018 5/31/2017 City of Newport Beach Page 19 of 19 4:30:16PM INSP1 SO - Daily Inspection Request Report Requested Inspection Date: 06/01/2017 Inspection Type : ENCROACH Inspection Area: PW Site Address : 4907 SEASHORE DR Activity : N2017-0183 SubType : NEW Status : APPROVED -O NER : POLOS_PETER- _ Phone : 949-735-3743 polos@psblaw.com APPLICANT: LEGACY CUSTOM HOMES INC Phone : 949-887-4750 Description : REPLACE EXISTING DRIVEWAY APPROACH TO MATCH EXISTING, STD GRAY CONCRETE. Item: 10250 FINAL - PW Requested Time: 6/1/2017 12:00:OOAM Requestor: WEBUSER 9498876232 Entered By: WEBUSER Comments: AM - Assigned to: zzzz-------- Inspector: /-7 Date: M I et S • Time: AM PM Comments: 04e9 �Z 77) r IA e L 17,67 6AMP', EfED F:\UserskPBW\Shared\ENCROACH\MASTERS\FORMS\InspectorSheet.doc REPT131 Run Id: 4018