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HomeMy WebLinkAboutN2017-040811.10.1 Beach III I� II� I�I III N201 7-0408 ='rN�',T=.. y�o Permit No: oCity Center Drive, Beach, CA 92660 0 17I����I 0� 0�� t� Permit Counter Phone (949)644-3311 Project No : 0238-2015 Online Inspection Request - www.newportbeachca gov / Online { ServicesN '11„11A Inspection Requests Phone (949)644-326 Job Address : 2027 SANTIAGO DR NB Thomas:Guide: 889C3 Description : CURB CORE PER STD 184-L, PLUG EXISTING DRIVEWAY APPROACH AND CONSTRUCT NEW DRIVEWAY APPROACH PER STD 162-L, NEW SIDEWALK PER STD 180-L, NEW CURB AND GUTTER PER STD 182-L. Updated 12-19-17: Artificial turf in the parkway. Parcel # : 1176-020-6 - Legal Desc : N TR 3801 LOT 24 Owner: MACOULE ANTOINE Contractor : HARRISON BUILDING Address : 116212FOOTHILL BLVD COMPLETED Add ess : 3 DE D SANTA ANA CA 92705 CA 92 Contractor State Lic: 951412 Applicant: HARRISON BUILDING License Expire : 03 31, 2019 Phone: 949-278-1727 [ Address : 23 DEERWOOD IRVINE CA 92604 Business License: BT30057905 Business Expire : 10 31, 2017 Special Cond.: PRE -CONSTRUCTION MEETING REQUIRED Workers' Compensation Insurance - - Carrier : WC EXEMPT Policy No : (NO EMPLOYEES) W. C. Expire: Permit Processing Fee : $241.00 Sewer Connection : $0.00 Total Fee $844.00 Agreement Fee : $0.00 4TT Box Cover $0.00 Paid: $844.00 Traffic control Plan Check : $0.00 Total Water Meters . $0.00 Balance: $0.00 Inspection Fee : $603.00 Water Meter Connection : $0.00 Receipt No Refundable Deposit: $0.00 Total Water Meter Box $0.00 Street Tree Fee : $0.00 Adjustment : $0.00 Processed By: Date: _/_! Other Department : Date Utilities Approval : Date : _/_/ Permit Denied Date </ / Traffic Approval : Date : _/_/ Issued Permit Date : General Services Approval : Date: _/_/ oo c/�„of NeWic Center opOrt Bp a ortBeach, CA 92660 IIII�IIIIIIII"III�IIIIIIIIIIIII�IIIIIIIIIIIII�III1IIII Permit No: N2017-0408 Permit Counter Phone (949)644-3311 Project No: 0238-2015 -� Online Inspection Request - www.newportbeachca.gov / Online Services Inspection Requests Phone (949)644-3255 Job Address: 2027 SANTIAGO DR NS Thomas:Guide: 889C3 Description : CURB CORE PER STD 184-L, PLUG EXISTING DRIVEWAY APPROACH AND CONSTRUCT NEW DRIVEWAY APPROACH PER STD 162-L, NEW SIDEWALK PER STD 180-L, NEW CURB AND GUTTER PER STD 182-L. Updated 12-19-17: Artificial turf in the parkway. Parcel # : 1176-020-6 - Legal Desc : N TR 3801 LOT 24 Owner: MACOULE ANTOINE Contractor : HARRISON BUILDING Phone: 949-278-1727 Phone: 949-278-1727 Address : 1621 FOOTHILL BLVD Address : 23 DEERWOOD SANTA ANA CA 92705 IRVINE CA 92604 Contractor State Lic: 951412 Applicant: HARRISON BUILDING License Expire: 03 31, 2019 Phone: 949-278-1727 [ Address : 23 DEERWOOD IRVINE CA 92604 Business License: BT30057905 Business Expire: 10 31, 2017 Special Cond.: PRE -CONSTRUCTION MEETING REQUIRED Workers' Compensation Insurance - - Carrier : WC EXEMPT Policy No: (NO EMPLOYEES) W. C. Expire: Permit Processing Fee : $241.00 Sewer Connection : $0.00 Total Fee $844.00 Agreement Fee: $0.00 4TT Box Cover: $0.00 Paid : $736.00 Traffic control Plan Check : $0.00 Total Water Meters : $0.00 Balance : $108.00 Inspection Fee : $603.00 Water Meter Connection : $0.00 Receipt No: Refundable Deposit: $0.00 Total Water Meter Box: $0.00 Street Tree Fee : $0.00 Adjustment : $0.00 Processed By: Date: _/_/ Other Department: Date: _/_/ Utilities Approval : Date : _/_/ Permit Denied Date : _/_/ Traffic Approval : Date : _/_/ Issued Permit: Date: General Services Approval : Date: _/_/ port Beach oity'Vofic I11piIIIIII111111111111111111111111111111111111111111111 Permit No: N2017-0408 �Newenter rive, Newportach, CA92660 Permit Counter Phone (949)644-3311 Project No : 0238-2015 'NED SO AN Online Inspection Request - www.newportbeachca.gov / Online Services Inspection Requests Phone (949)644-3255 Job Address: 2027 SANTIAGO DR NB Thomas:Guide: 889C3 Description : CURB CORE PER STD 184-L, PLUG EXISTING DRIVEWAY APPROACH AND CONSTRUCT NEW DRIVEWAY APPROACH PER STD 162-L, NEW SIDEWALK PER STD 180-L, NEW CURB AND GUTTER PER STD 182-L. Parcel # : 1176-020-6 - Legal Desc : N TR 3801 LOT 24 Owner: MACOULE ANTOINE Contractor: HARRISON BUILDING Phone: 949-278-1727 Phone: 949-278-1727 Address : 1621 FOOTHILL BLVD Address : 23 DEERWOOD SANTA ANA CA 92705 IRVINE CA 92604 Contractor State Lic: 951412 Applicant: HARRISON BUILDING License Expire : 03 31. 2019 Phone: 949-278-1727 [ Address : 23 DEERWOOD IRVINE CA 92604 Business License : BT30057905 Business Expire: 10 31, 2017 Special Cond.: PRE -CONSTRUCTION MEETING REQUIRED Workers' Compensation Insurance - - Carrier : WC EXEMPT Policy No: (NO EMPLOYEES) W. C. Expire: Permit Processing Fee : $241.00 Sewer Connection: $0.00 Total Fee $736.00 Agreement Fee: $0.00 4TT Box Cover: $0.00 Paid : $736.00 Traffic control Plan Check : $0.00 Total Water Meters : $0.00 Balance : $0.00 Inspection Fee : $495.00 Water Meter Connection : $0.00 Receipt No: Refundable Deposit: $0.00 Total Water Meter Box: $0.00 Street Tree Fee : $0.00 Adjustment : $0.00 Processed By: Date : _/ / Other Department : Date Utilities Approval : Date : _/ / Permit Denied Date: Date Issued Permit Date Traffic Approval : : _/_/ : General Services Approval : Date: _/_/ C -....... ... ............ . 1 PROJE T ADDRESS: DETAILE0 DESC P 1� OF PROPOS D WORK: 1� VC 4 APPLICANT: �4, Jq U L �' / Phone: -- Email Address: LwLirnl . Cp Mailing Address: CI 1State2ip: OWNER: lPhone: �J Email Ad ress: 4fl� , �ie�2Gac c� cife p ✓� Mat Addr / City State2ip: . .:ALLCONTRAC'TQR_INFORMATION IS' QEIIREEkP�EASE COMPLET�� k CONTRACTOR: L Office Phone: Company (if different): Jobsite Phone: Other Phone: �i-�— Email Address: ?l��I'7 , / ,,.� -Eeq t, 4 Mipfl!nq Address: n e r q / # City/S ate/Zi� State License Number & Class: / Ex ires:03 3i LI City Business License Number: Expires: ORKERS COMPENSATION INSURANCE - Certificate of Insurance (Section 3800 Labor Code) Company: Policy No: Expires: REFUN4AQt�E:E�EE'C1S1T tMf ORINaTIQ :(IfA li ble:::::::::::::::::::::::::•:::::::::::::::::::::':..................::: : :...... " "I' :'�' ::::': : ':::'::::::':.:.:.::.::::.::.:.:::::::::;::::....:....:;:.:..:.:.:::::::::::::::::::;:;:;::;:::::::::::::::::::;:::::;:;::::::::::::::: : ReTuad Pa .ab s................................ . FOR OFFICE USE ONLY Special Conditions of Permit: ADDITIONAL APPROVAL REQUIRED FROM THE FOLLOWING DEPARTMENTS '. Utilities: General Services: Traffic: 0 Fire: 0 Other: Engineering Technician: Pu Specialist: Date: C / Permit No. `t_ 6) oC fAmrsowhhwvdMraoad*uswrsftpwoeomheet* h I l t, Z {k-, .,-A C. � z 0 Public Works Department 9494"-3311 Permit Processing Fee: Inspection Fee: Qty- Public Works Only $241.00 Public Works Field Inspection $165.00 Other Department $275.00[n Utilities Field Inspection $121.00 General Services Inspection $165.00 Agreement Fee: Water Quality/Artificial Turf Inspection $108.00 Preparation of Report/Agreement $817.00 Document Recordation Fee $192.00 Refundable Deposit: TBDB Monitoring Wells $502.00 Improvements TBD Street/AlleyfWalk Closure: $65.00Newspaper 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 _ _ ■-------------------------- ---- I THE FOLLOWING ITEMS REQUIRE APPROVAL FROM THE Revenue Division [ REVENUE DIVISION PRIOR TO PAYMENT OF FEES I Approval: I I city- I [Water Meter: Installation Charge $528.00 13/4" Meter $50.25 11" Meter $121.50 Water Meter Boxes: 11 1/2" Meter $285.00 1" DFW Meter Box $96.66 11 1/2" Turbine Meter $700.00 2" DFW Meter Box $203.24 12" Meter $425.00 12" Turbine Meter $845.00 13" Meter $3,310.00 �4" Meter $4,730.00 16" Meter $7,190.00 Certificate of Compliance Fee (+100% of hrly 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 Easement/Vacation 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 Permit ecialist Receipt No. f /users/pbw/shared/encroach/masters/ep front and pack masters/ Rev 11 /8/2017 epfeesheet xis -revised 1110117 FEE WORKSHEET FOR ENCROACHMENT PERMIT CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT All Fees Are Non -Refundable Unless Otherwise Stated PROJECT ADDRESS: �Cc-7 PERMIT N2017- 6 NUMBER: � APPLICANT: TO ISF= COMP OF-FARTMENT Permit Processing Fee: Public Works Only $241.0 Other Department $275.0 Agreement Fee: Preparation of Report/Agreement $817.00 Document Recordation Fee $192.00 Monitoring Wells $502.00 Inspection Fee: Public Works Field Inspection $165.0 Utilities Field Inspection $121.00 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 0 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 I THE FOLLOWING ITEMS REQUIRE APPROVAL FROM THE Revenue Division 1 I REVENUE DIVISION PRIOR TO PAYMENT OF FEES Approval: I Oh►• .OtY• (Water Meter: Installation Charge $528.00 13/4" Meter $50.25 Water Meter Boxes: 11" Meter $121.50 For Parkway & Sidewalk Area (Box + Cover =Cost 11 1/2" Meter $285.00 1" Meter: 13.00 + 37.00 $50.00 1 11 1/2" Turbine Meter $700.00 2: Meter: 27.00 + 61.25 $88.25 1 12" Meter $425.00 1 12" Turbine Meter $845.00 For Traffic & Alley Areas (Box + Cover = Cost) 1 13" Meter $3,310.00 1" Meter: 13.00 + 38.00 $51.00 14" Meter $4,730.00 2" Meter: 27.00 + 162.00 $189.00e 16" Meter $7,190.00 Certificate of Compliance Fee t+100% or hrly over 3 hrsl $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 Easement/Vacation Fee (+100% or hrly 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 4 *1-:3 , M, Permit Specialist Receipt No. f./users/pbw/sharedlencroach/masters/ep front and back masters/ Rev. 1/5/2017 epfeeshestAs-revised 1012+n016 b2-5q 2 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 "Leper of Authorization" to allow another party to pull a permit An approved copy of the permit and construction plan shall be kept at the job site at all times. Work, which has been done prior to issuance of a permit, is subject to rejection/fine. City reserves the right to void permit if work does not commence within 30 days after date of issuance 2. The Permittee agrees to defend, indemnify 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 property 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 Standard Drawings of the City of Newport Beach, and in compliance with all applicable State laws and City ordinances. 4. Permittee 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 State licensed contractor must perform all construction within the public right-of-way, unless waived by the Public Works Director. A valid Stale 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-L, 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 Safety 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. Locate and pothole existing City -owned utilities (ie 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 be 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 t the California Department of Transportation If needed, barricades can be obtained from the City at a charge of $10.00 per barricade per day, with a minimum charge of $35 00 It is the responsibility of the applicant to place barricades to protect the general public. Access to fire hydrants must be maintained at all times 10. Work within or near beach sensitive areas will not be allowed during, City holidays, spring 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 Any work that extends into traffic or parking lanes and impedes the normal flow of traffic requires the applicant to acquire a Temporary Street Closure Permit from the Public Works Department. Access for fire, police and emergency vehicles must be maintained at all times Traffic Control must be per Work Area Traffic Control Handbook (WATCH). No nighttime traffic lane closures. unless prior approval has been granted Any lane(s) closure on a major street will only be allowed between 9:00 a.m. and 3:00 p.m. (Monday thru Friday). unless approved by the Public Works Department. Any work affecting the Slate Highway's traffic or within the Slate Highway right-of-way will require a Caltrans Permit All vehicles shall be lawfully parked. 12. This permit does not authorize the closure of sidewalks streets. or alleys for construction access. storage of materials, or parking of construction vehicles unless detailed on an attached Temporary Street Closure 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 be. 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 not interrupted. To 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 1 have a Certificate of consent to self -insure, Certificate of Worker's Compensatio% Insurance, or a Certified Cop thereof. / Date:Fr-rr{�/,c Signature: CERTIFICATE OF EXEMPTION (Section 3800 Lade) 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 t%%is permit shall be deemed revoked. / Date :�l r�'��iJ��� r -I— Signatuf /J1xll Z ��.'� A��� 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: 24-hour notice for Encroachment Permit Inspection is required by calling I Public Works at 949-644-3311. 15. Any above ground utility facifilids will require documented approval from the adjacent affected property owner(s) 16 Homeowner. contractors. and subcontracotrs may each be liable for violations of Water Quality Laws. Best Management Practices will be enforced. It is against the law to discharge construction debris into the gutter and storm drain. Felony violations of Water Quality Laws are punishable by fines up to $25.000 and/or up to three years in Stale prison plus the full cost to clean up an illegal discharge or spill 17. If a refundable deposit was paid, applicant must submit a Soils Compaction Certificate or Evidence of a Slurried Backfill and request a final inspection from thr, Public Works Department. Monies may be held for six months after final inspection before a refund will be processed. 18. No trees in the public right-of-way shall be planted, removed, trimmed. or relocated without approval from the General Services Department. 19. All work in the public right-of-way must meet the approval of the Public: Work Department or corrections will be required (i.e. removals. exposing connectic.ns. etc.). Additional inspection fees may be required. 20. Permit is for standard materials in the public right-of-way only, unless previously approved by Public Works and an Encroachment Agreement has been processed. 21. Permit is valid for "description' of work noted on front only. Additional work performed may require issuance of a separate permit and/or additional fees. [Permilt o work related to this encroachment permit shall be performed until the Public Works Department has issued this permit. Applicant hereby acknowledges he/she has read and understands the terms and onditions of this permit and he/she agrees to abide by them. Permit is void if work is not commenced within 30 days after issuance. / t fees are nonrefundable. Djterrg�/y��7Signature: ✓���%fc CITY OF NEWPORT BEACH d g_ Artificial Turf -Maintenance Standards and Installation Guidelines Council Policy L-6 Private Encroachments in Public Rights -Of -Way �!tl lY�•1y Permit Number: Wfl Q Date The use of artificial turf shall be governed by the following standards: (1) Materials Minimum Specifications. a. Artificial turf shall be of a type known as cut pile infill and shall be manufactured from polypropylene, polyethylene, or a blend of polypropylene and polyethylene fibers stitched onto a polypropylene or polyurethane meshed or hole -punched backing. b. Hole -punched backings shall have holes spaced in a uniform grid pattern with spacing not to exceed four inches by six inches on center. c. Soil stabilizing filter fabrics shall be rated to perform for a minimum of 15 years. d. See detailed specifications at www.asgi.us (2) Installation. Site preparation is extensive for artificial grass and should be done by a professional installer. Pursuant to the Contractor's State License Board, synthetic grass installers must have a classification "A" (General Engineering), "B" (General Contractor), C-27 (Landscaping), or C-61/0-12 (Synthetic Products) Contractor's License. Artificial turf shall be installed in accordance with the manufacturer's specifications and in accordance with the Association of Synthetic Grass Installers (ASGI) guidelines. Artificial turf shall be maintained in a manner to mimic healthy living turf, including the following: a. Sod or existing groundcover shall be removed prior to installation of any artificial turf. b. Artificial turf shall be installed over a compacted and porous road base material that is a minimum of two inches deep. c. Underlayment fabric shall be no less than 4 ounces per sq. ft. d. Artificial turf shall be anchored at all edges and seams. e. All artificial turf seams shall be glued and not sewn. Artificial turf shall be maintained by the property owner in a fashion so as to mimic the appearance of a flourishing, maintained lawn without any of the following: fading • visible seams • gashes, dents or ruts a An—Atn- A cw -Kain-, • worn-out unnatural appearance • odors or a matted appearance f. All parkway trees, new and existing, shall have the artificial turf cut and anchored a distance no less than 24 inches around the tree base. A layer of mulch shall be placed and maintained to cover the base of all parkway tree(s). All parkway tree(s) shall be provided irrigation or hand watered during the tree(s) establishment period and/or if the tree(s) are in need of watering. It is the homeowner's responsibility to maintain a sufficient watering schedule to maintain the health of the tree(s). (3) Maintenance. Do: Clean, sanitize, brush, and remove debris. a. Cleaning shall be done with non -toxic, biodegradable products. Any discharge of wash/waste water or cleaning materials shall be prevented from entering the gutter and storm drain system. b. Hand rake worn turf areas. c. Repair depressions to maintain an even visual surface. d. Brush back any loose infill that has been washed or moved off the turf. e. Eliminate any odors, flat or matted areas, weeds, loosened edges at seams or elsewhere. f. Replace artificial turf when maintenance or repair is unable to simulate a healthy living turf. Do Not: Install indoor/outdoor carpet or allow runoff or weeds a. Wash down artificial turf area so as to allow runoff. b. Install artificial turf up to the base of the parkway tree(s) less than 24 inch diameter around tree base. c. Allow weeds to grow along perimeter or through any seem. d. Install "indoor/outdoor" carpeting type material in lieu of artificial turf as set forth in the Association of Synthetic Grass Installers (ASGI) guidelines. References: Landscape architects and installers: zazozo.cica.or,, Artificial turf installation guidelines: zuzou .ati� t.u� Landscape rebates: a zc zn.ioatersntartneu port.org I understand the information provided me and my responsibility as a homeowner to install and maintain the parkway and tree(s) if any existing or future plantings in a manner as written above and abides by council Policy L-6. Property Address: 2077- 'dyp Homeowner Signature Name:,eqN 20711/,C-- Date : 1 1 r. -311L, INULUUiNkY HIV T NLW MUNMA IIUN V —j r— ' DISCLOSED DURING THE GRADING AND THE EFFECT OF SAME ON RECOMMENDATIONS Z �'`� s' INCORPORATED IN THE APPROVED GRADING PLAN. HE/SHE SHALL PROVIDE WRITTEN Z N •`-' APPROVAL AS TO THE ADEQUACY OF THE SITE FOR THE INTENDED USE AS AFFECTED BY GEOLOGIC FACTORS. 'Q •�� w , wZ• Q J BENCH MARK: N66--22-92 ELEVATION= $5.390 -- M Q AT THE EASTERLY CORNER OF A 4FT BY 5FT CATCH BASIN, 1FT BACK OF CURB. z < U rn ESTABLISHED BY ORANGE COUNTY SURVEY 1992 AT THE MOST WESTERLY PART Z 2: +' `aci OF THE INTERSECTION OF WINDWARD LANE AND IRVINE AVENUE, 18 FT WEST OF w U Q h c° THE CENTERLINE OF IRVINE AVENUE. SET AT THE NORTHWEST CORNER OF 4FT BT 5FT CONCRETE CATCH BASIN 1FT BEHIND CURB LINE. W LJ m oz LEGAL DESCRIPTION: LL LOT 24 OF TRACT MAP NO. 3801 RECORED IN BOOK 136 PAGE 3-5 RECORDS z N U- o COUNTY RECORDER OF ORANGE COUNTY, IN THE CITY OF IRVINE, STATE OF CALIFORNIA. HOLD HARMLESS AND INDEMNIFICATION CLAUSE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT , INCLUDING Q SAFETY OF ALL PERSONS AND PROPERTY ; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT CONTRACTOR w SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER ,THE CITY OF NEWPORT BEACH AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED . IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING 0 FROM THE SOLE NEGLIGENCE OF THE OWNER, THE CITY OF OR T J HE DESIGN ENGINEER . t � � � , � � J U-j U CONSTRUCTION NOTES AND QUANTITY ESTIMATE a J �= N 1�. SAWCUT AND REMOVE EXIST. AC PAVING AND PAVE TO FULL DEPTH -- - - 34 SF z C Q 1 �2 SAWCUT AND REMOVE EXIST. C&G - - -- _ - - - _ - - - _ - _ 34 LF z Q w � �3 SAWCUT AND REMOVE EXIST. SIDEWAK AND DRIVEWAY - - - --- - - - - - - 232 SF Q Z in .. ® CONSTRUCT NEW CURB AND GUTTER PER CITY OF NEWPORT BEACH 0: L�.I < S. 182-L----_-_--________________--___. 8 LF w _Z (n O °' CONSTRUCT SIDEWALK PER CITY OF NEWPORT BEACH STD. NO. 180-L- - 86 SF I-, w © CONSTRUCT DRIVEWAY APPROACH PER CITY OF NEWPORT BEACH R N O STD N0. 162-L W=18, X=3-------___---___._._,--__ - 195 SF Q Q N Z r �7 PLUG ABANDONED (EXISTING) DRIVEWAY PER CITY OF NEWPORT BEACH STD. NO. 165-L. PLANT LOW -GROWING GROUND COVER IN THE PARKWAY 24 SF CONSTRUCT 4 INCH DIA. PVC SDR 35 OR PVC SCHEDULE 40 STORM DRAIN 215 LF Q9 CONSTRUCT 9"X9" SQUARE GRATES MANUFACTURED BY NDS OR EQUAL- 8 EA Z 1� CONSTRUCT TRENCH DRAIN PER DETAIL SHOWN ON SHT 1- - - - -- - - - 10 LF p 11 CONSTRUCT PEDESTRIAN DRAIN PER DETAIL SHOWN ON SHT-1- -- - - - - 18 LF W i Q CONSTRUCT PARKWAY DRAIN PER CITY OF NEWPORT BEACH STD. Ld p WITH 4" DIA PVC PIPE--------------- ---_-__-___,-_ 2 EA (' LtJ to 11 INSTALL TWO ROWS ONE FOOT HIGH GRAVEL BAGS-- - - - - - - - - - _ LS LS Q U td N 14 INSTALL SILT FENCE ALONG NORTHERLY PROPERTY LINE- - - -- - - - LS LS ? W p EARTH WORK Q a CUT 70 CY Li. FILL 00 CY La Q NOTE: Q 0� LJ THE CONTRACTOR WILL REMOVE ANY FACILITY INTERFERING FOR THE CONSTRUCTION OF THIS = PROJECT. Z p = p 00, I Q d QWo^0 ARDSCAPE AREA SOIL ENGINEER o m Z °D� ILDING AREA-2852 SF GEO ENVIRON GEOTECHNICAL AND ENVIRONMENTAL SERVICES ? Z I 1240 VAN BUREN SUITE 101 0 ._.. 0 Cif ONG AREA = 1320 SF ANAHEIM, CALIF. 92806 . Q PHONE: (714) 606-2598 < 12 ^ N % O Q NZa PREPARED UNDER THE SUPERVISIO SHEET 1 TOLL FREE OF t ? NnC2Mf3A � Exp. W-31-16 2 SHEET !.:, `i � Pis ( • . �. , _, o!c INDER JIT CHAUHAN RCE 28466 DATE �nFCA1�F� GR-152139 SANTIAGO DRIVE fI 6 `�Q ��,• .�G C. G lb EX C&G EX. WM : ++ Go SEARCHED FD. NOTHING ` — �- SET NOTHING• WALKS �S'Li ilit.L�Td� JOFG `I N50'11'.VW 80.00' Cl 6 / F� a5 � CNN f 2 DS o p N 0000 co I < ^{ a I Z F� I IR °^° I IC i Lo00 o I oC IA 91 IA � CONST NEW DRIVE WAY W=18' X=3' G (a) G O 6.01X • EX. DR AY ECG 4"DIA MIN. FRENCH DRAIN PERFORATION ® BOTTOM - 3/4" CRUSHED ROCK o' b FILTER CLOTH "' LAP 12" ® TOP cci co .2-0 c4o: vi4q 4" CONCRETE OR 6" TOPSOIL L-� 12" IQ. - - PERFORATED DRAIN/TRENCH DETAIL f _ T ' SEARCHED FD. NOTHING :'.INSET NOTHING t :...-' ..:.. .s U2 . 00 O EllDIMENSIONS DETERMINED BY GRATE FRAME DIMENSIONS. - USE FRAME AS A FORM �� FF=86.30 ¢�I FILL THIS PORTION WITH CRUSHED �+ 3� ROCK AFTER POURING GRATE -; r �ly SUPPORT CURB '� �o di ( Y� �.9j� 1 PROP GARAGE SW=87.30 A. d B. pp 0 1 I C. D. FF=86.47 W E �M I IO O0 I _7D Go n CRATE E PLAN VIEW E PEDESTRIAN DRAIN 6' MIN. WIDE PEDESTRIAN SAFE FRAME & GRATE 3/8" SLOT OPENING. EAST JORDAN IRON GRATE --�, WORKS OR EQUAL (800) 874-4100 #4 REBAR TOP & BOTTOM V14�",;ice 3/4" CRUSHED ROCK W/FILTER CLOTH SECTION E-E DIG A 24" WIDEXI8" MIN DEPTH TRENCH PLACE FILTER CLOTH IN THE TRENCH, LAP 12' 0 TOP FILL BOTTOM OF THE TRENCH WITH 3/4° CRUSHED ROCK FORM AND POUR PERIMETER CONCRETE CURB FILL THE REST OF THE TRENCH WITH CRUSHED ROCK TO 4" FROM TOP OF TRENCH. h. GENERAL GRAM GENERAL 1 • ALL WORK SHALL CONFORM (NBMC), THE PROJECT SOIL 2. DUST SHALL BE CONTROLU 3. SANITARY FACIUTIES SHALL 4. WORK HOURS ARE LIMITED TO 6:00 PM SATURDAYS, OF THE NBMC. 5. NOISE, EXCAVATION, DELIVE OF THE NBMC. 6. THE STAMPED SET OF APP 7. PERMITTEE AND CONTRACTI 8. APPROVED SHORING. DRAIN PROTECT ADJOINING PROPE 9. CESSPOOLS AND SEPTIC TI PLUMBING CODE AND APPF 10. HAUL ROUTES FOR IMPORT TRAFFIC ENGINEER AND PR 11. POSITIVE DRAINAGE SHALL 12. FAILURE TO REQUEST INSPE THE APPROPRIATE TIMES SI 13. ALL PLATIC DRAINAGE PIPE SDR 35 OR ADS 3000 WITI- 14. NO PAINT, PLASTER, CEMEf ENTER STREETS, CURBS, GI BE REMOVED FROM THE SI- EROSION CONTROL 1. TEMPORARY EROSION CONTI 2. EROSION CONTROL DEVICES 3. BETWEEN OCTOBER 15 AND THE END OF EACH WORKIN( 30 PERCENT. DURING THE f OF THE WORKING DAY, WE 4. TEMPORARY DESILTING BAST THE DURATION OF THE PRC REQUIRED INSPECTION` 1. APR =GRADI (` IETING WITHT THE FOLLOWNG PEOI ENGINEER, SOILS ENGINEER, REQUIRED FIELD INSPECTIOr 2. A PRE -PAVING MEETING SH PREPARATION FOR THE PA% CONTRACTORS, DESIGN CIVIL _.60.- 3c S,'OFwdtr CA r- dd O'T CCN5SrO CJPS! 1G7A /L6 rrEP OEP GE , I PUCE 1-PAdS W/r4' COA57, C011C. SLGEN'LGr a -GOB e, Ai ME COAT tW/GE G •rM/CY SEE GETA/1. (NOTE ON TNiS SN_C? TYO[CAL SECT/ON �` S,4NT/.000 O.P/YE, F.P.�1Nf/SOO DP/✓E �t ;�` T.940EWIMIO DINE 4 (A Pori iJn of Sony bya Or, ✓c w: is h.o/e B; ; � pe B, L � ��'� Curb @` Gutter See Sheet 7 for ✓o,-,"".) _ SOJCA Rei /O' _may_. �B — /t /G' � `Er.% ✓F4 cONSr STG fUPB/GOT .Q PEP I a.crGETL,I ON TMS SNE4r7 op ALLCE Z"PMS N/rA' .,"' CPR✓ME COAT CON57.'CONC 510Er✓Al e L•r.GE• d "7N,'CY TVa/CSC SEC T/GN ON 7AI ST 5v ENOTE LEEbVd,PO LANE , W/MOW1140,0 L,dW/F � I I /0 d d C79J CGNS7 STG C6PB( ,rrEP PIP 5'+ / E _- 3Y• -�- CPCw.t' ✓Lots CGA/ST CORK I /OE�✓At.r- PLACE 3"P.,LLS W/TN ScG� CGd- G!%/G'C, I'TL� A• O✓f,P6 (/.P.B/SCI P,Pi.Nf CUd - SEE GETd.G j.40 := Gt/ .V S S/✓EET 7'YO/G 4L S. f7'1Ors✓ AP11/41E 41ZA Lf !A Por an of /r ✓:ne ,4venue will hove 6; Tj(oe B, Curb Gutter Sera 5,6ee;' 3 for /ocotion.� ,5 TPcf 7 ✓//.rT:: • CPOSS SECTION- �—✓Z' SEE /.NPPGPEME.Vi pLd.V I --CUFBf GUTTED- ....; ap OE O✓,L7T _�• I I aN C✓^JOG,%✓C ... - OV J i _.'L'-VGLE METEP STOP vj I �I - l'JUMPEP BY GTNE.PS I BPCNPE 9EpLiCE CAMP : BPG.VPE GP BPASS : TkO QEOO /"COPPEp P/P'E•••- I /"COpooadriGv tact..--'-, I-LSBESTGS cE/fEti" WOTF•P W.4.a' • �L.4N• TYO/CA"L S/NGI E W.-d7E•P SE,P4/CE .UO SCaC E !r-c✓c,t- � pc _':f'. CPOSS 6Ur: E y d.75 a;.4S Grca SEC �t-' CPCSS C677EP; si: : ✓v . C - oz A V- C,POSS GUTTEP fl.4oPON M7 SCL[ E --- Z S'- I _SEE NGTE ABC✓E. no n G O Cn 0 - O. 0�2 .. ... e'Q•PS SEC TiON /P CROSS - Gl/TTEP /z h� NO SLAG E v , r 10 2 �.. .PF' 57G PLAN NO /03O C'r✓ Of NEWPOPr SEACt COMB. CO" >`' GUTTEP ' TYOE 'sl " 3 �•RAO -- —jW GOr: ER � m� j �,r¢•AAd cove CU,eB eG!/TTE,e••• TA�pE B- i — _ PLPYWLY — � I ��a s•GEwL: r z t,l I d,^OOSS Or"/Fii%L! hP e" SECTION �'-A" Z 1, a_TF,cr s -N;cr 4' NiCY i� 1 i I �'I 1 vl S W m PC CGNCP: TE LPPPOAC,+ WI UPON 4 Te✓C' - 0 w � Q H - QZAJf- TOO Or COPS • EL EVAT/0N <T CORW XACS- 6crrEa riP�CLI OETti;z 5 CONCAC71' OLPl Ile WA Y c:✓Pz - • T.✓G/C.4 L • SAW #AL e ARZIPN- A/O SCALE I --- - 6 E Cf ,YOTEP .NL'N LS S�C:eN J4 A✓oPG:Eif.6'�d•t` i � G'456ESrG5 clove u.� PLL/.V CG4C 6 LSBES TcS CEMEi'r ��° uXG.PG,t ;� Z er G' :v �,-<' Z.2 "i' .✓CSE CC•taEC'-v454A d 5. r:41E•?AGZZ_E I 1 I. 9 • Tson Si!ion 6 C F r0 B`G F A"'OTE O a"oe avai e� E sew--- cc—ec 4'/ ,l NOTE' FOR CATCH BAS//V OETA/L 5 See Pnof /e 8e/aw C U, /O r3 „^t' 4'Or!'/+ S.'� C.� S• -"Y2%' AND PLAN AND PROF/LE OF ' STORM ORA/N SEE SHEETS 9, /O ¢// !OT /57 S2 aQ 'i h'C TE: -'2" ✓.m00%� �ne and F..'fnya O B O:.' / funnsAed aye •'y. O�aM vl4:Vr S SDBQ'1%S:O.C' / s•'c!/ed by subs vide•-. Ley "✓`f/u1 fan H.G p \� i ..v E'N /-Be! hlAt ^ �� r c/e•o'- Sro.m anon \ ,T / (� r ssM ', .�•,, � .•,..�'r- ... w) ��� hl I, � / N 5 ro _. r.r ACT ti \\\I I I - - _� A "�' o / • 0 vj ,47ti � Mrs. N! 6 --- . / `\?l Za• _ �Q ' 1 '+OI �•2 �Ia5 �. J: j E Sfo 7B ss�oz �f7 NI 7 �I M~7 \ .•e wolec rervc`' \ I u I ,0 • ♦ , s i " I ,c ♦i ZOO �� .' 'E S cc �T-zc Y rym� �• Zo' .00 T���.� ``a I u C I� \. I - y •�— I }'---- �-1 ' I �111 IGG'x' BG•.0o' 670V'e' 85.Oa' BS. AO' BS_.JG.a2 Be.BB / \ t C..3� ��}}oo..•%ee✓ N✓✓e... �l '.�.. e. 1 B. N- e{o..sf wMn/w/e _� __ _ - .. -- __ -� aaaaa. •aaa�aaaaaas. r4 a ✓c` �' ZG/' e- Ile v s.� N! zsr c.v. x- sea+0avy Zer av e I ca s 5yJ'I�F W �' I mace rsoo u e vc B^ou docv" Eceo ezez ZY. Alf 2tVi� o> no E CB. yes `. DA74 - can Qs erd �q a �_a _ I Cava oere N C N O y - x�x'ou y L y.\ e•ro•x ce ry o I�h�W -s.fe z-.' oz �-- dG/4B ►- r�o O v=zs' nl vz s ��i - Ib s7'm. [cJ9. T7' IO Tim N T,71 A `�I It����' q n 6`cF fo a-c.F 6'."/ A. B'c.� ¢. ' i,} sn G'.iib Return p� '^; C.:.6 Re•'c.� Y/i. hl U SO cs`� b O 1a ' J Q iv = 7-9 28 27 I ?�0 25 24 - -�'4I SEE S.NEET NO. 3 SEE S/JEET Ala S 2 SA N T/.4 90 DRIVE PLAN SCALE: 1" — 40a. j on �m I • �_• � _.- :.___. _. _. - i Tia-s�r'bn (,`c.F fb Bl � �� �'V I _ BO C.•P n.n i li �' b• �; ry ml o a� Ala • � ..M �:0' �� NI .— Oil - �I� _ Gu C V t 4il , i o aN-M q� o n� L� rEF a Grouno '4's.- � r�I4`/. I``Alf. -� zoo; vca - - - -• - � . �` t '. 1NELY CURB P.QOF✓L BO ------ ' n ti n�dw -_ o v n _ to ♦ M�e 0.lvi• fz e, v wv_. ' �_/� v'_ '° _ ^i• n n _ -- 9 0 ` �V . P, y,L I. ---.�:-I • ': _ _ I -_. . _ _.. ? I CENfE�t.. LINE PeFOF_LLE _ —_ _ -� Il�,'r11' --. _ - ---- I P97-ucv BO lit _. 'I a 5`'` �� I i'�e —• da • - - - t - - - -_. - I '� 1 1, '' �s�y _ .-- - -_ .— �.-. 6a � � _.. _ ... 4Iw - I - f ♦ n0 �� ^r �v nI" aS 1 SANTG /AOI DRIVE -Ah b�, nv 7 4-1 �. �/� n TiP.4C T NO 38 4 - - -- 01 y� N ��� - v evnff� e•3ser I _ -. _—. Nf Mer 49"e(/ CALIAMWM :r - �--h - PROFILE SCALES — — f.,< HORIZONTAL 1'.40' .SWL.Y -C U$B PROF/LE - ��•�7 �/L �c. ivo 9 oen� ... BU _� VERTICAL v.4 -. 4UG 'O, .'J6/ oe / eca — s �S Er 1✓� wEA�—� .. <..<.... 28 s /sic/.br,�,�<, , IMPROVEMENT PLANS FOR T R A C T NQ 3801 IN THE CITY OF NEWPORT BEACH ORANGE COUNTY, CALIFORNIA SCALE: AS SHOWN DATE: NOVEMBER 1960 ESTIMATED QUANTITIES int. fine gradingi 5" Plant mix sa-face l41 51,530 S.1. 2" Flant mix surface (inc. fine grading) 108,003 S.F. "" Untreated rock ba a _- -- __ _ 4..ug Tans Seal Coat > .14 yal.�sq• Ye• -- - - _. - ` - .570 Gal. lrvne Ave. only Prime Coat a 2a ral./aq. yd. _-_ _-_-_--_=�,447 Gal. G" Curb A Gutter (Type A"] _ -_ ` _- 6, 199 L.F. 6" - only flat cross 5ut era)._ - _ -_ __.- 156 L.F. cGcurhbh o" to E"ACIGirb lrGutTr ------ '-- - - - - -708 L.f. ----------------_64 B' to 6' Curb only-- - L.. __ _. 39 L•F. Cra7a �pIutttf _ _ _._. _ .190 S.F. _ - Sidoraik _ _ _ 9arricade (Orange Gouty Std. plan 70i� _ _ _ _ __--_ _ _24.566 9.F. --- 99 L.F. 3W Meader _ - - - -. 95 L.F. -_-----_6 Street signs_--'----._- Each S. 5 treat 11CDt assemblies (Mar61(te 2f'-?" Plant dos. 4504)_ _ _ t3 Each B r.CT P.:ewer u L.F. 959 L.F. Standard manholes __ ____ _ _ 13 Each urn; Manhole _ _. -__- _ . _-_ _ I Each WATER SY: TEI/; 16' Water Bair, cant. cylinder plot)_ - -_ 12' Water main asbestos cement -- - __1,507 L.F. Furn's�ad yy Eli; - net yy 5 b I, I56 L.F. Furnished by CiEy - �na t: by Su�d 8' eater main _ _ asbestoscemalt _ - _ _ C95 L.F. 6' rater main asbestos cement _ _ _ _ -_1,335 L.F. _ Water manhole - _ _ _- _ _ _ _ _ -_ I Each Furnished and installed by City Water Servieaa _ _�_ _ I6'I Iv - s G urterfl 8 Y _ _ _--_ =y2 Each Fur b a ni.hed City - Inat, b Subd E c Y Y Y Gate valves _ _ - _ - _ -._ -_-_ ____ ---- - 1 EacA Furnished by Clty - Inst. by Subd a 6' Gate valves .._ _ _ _ _ _ _ _ _ _- =2 Each - - 6' Oate valvaa --_----_---_-_-_-_-_-_-_-___I - - 4 Each Air rat. relief valve Each Furnished and installed by City Fire hydrants, com;letc i LACa STORM DRAIN: etch Bas na _ _ 10 Each .function - 4 Each t5" R.C.P. I500p--_-__'.. ._ `_ L.F. -------- 361 L.F. 21" 0.. C. P. 15000 ___--_--- _- _ . _ _ - _ _ _ - - _ 24g L.F. 24" R.C.P. 15000 - 3!2 L.F. 27" R.C.P. IS000_-_-______.-ZaO ------_-_ I. F. so" R.C.P. iseeD__-_. ___ Z06:.F. 33' R. C.P 15000-_-__ _ _ L. F. Rip Rap. __800 10 C.Y. PREPARED IN TNF OFFICE OF ENGINEERING CONSULTING E.NGLN'ECRS sal a^URGEON 6G 0ING MANTA ANA CALIFORNIA PMONE N OERL♦ ].a IRVINE -�- - -I APPROVALS A,provcn for i"c cf Q•ran;c (Shts. 2 A 3 only) I Approved for Boyle Engincerin_ ,h A)av^ i __ d of 'hi. 19 Jay 19EG. N s� day %. 11 f Asses is puny pad Lagissiaser A Count} Surveyor Emerson B. MI nor, Reg stered Civil-tnginour :m. "74 Approvevd for the Upper Bay Development i:aa,any this) y of _ 1960. W. R. tlaaon, Vice President AVENUE s TRACT + :a r' 3801 Y. i1 i s 4 C. TtRA1I_�!�••.i OEVRN05 r I 12N' .for. swb� lii�i m. I I `TOYON -_ LANE sw�_._ 1 L�•_..J _ _ — �t =Jo, LANE 1 gUTTONSME SCALE:I"=200' f w INDEX MAP CONSTRUCTION NOTES ,:II construptiw shall b-, in accordance with the included de aptail saeiflcheaettlons and the iO Construct 6' P.C. concrete curb and gutter, except where O7 lastall barricade (12'-6' panels. per Orange County otherwise indicated. Standard Plan No. 02). 4ae QPlace 2' ►lent nix surfau over 4' Untreated © Join existing inergvements. (Remove and salvage rock base and prime coat. existing barricade). O3 Constract P.C. concrete sidewalk (4' vide, 4" thick) and Q Remove or relocate existing Improvenlenta. as ,returns. necessary to permit now construction. g4 Construct S' P.C: concrete cross gutter and aprons. Place 2' x C' Redwood header. 5 Install asbestos cement pipe water main (size so shown l'. 11 Conutruct standard P.C. concrete driveways. house services and fire hydrants. (See Ng.. Me Sheet I I2 nnConstruct i' P.C. cant. curb and gutter. QE Construct vitrified. clay pi serer (size as shown ]7� 4' - Y.C.P. havoc coeetffonsr spteandud conerati 13 Install IV camerete.cylirwor pipe water main. manholes, drop manhal es. (Al o remove exiots g lampliolea, or connect to existing manholes as necessary. NOTE: A permit oust 6e obtained from the Orange County Road OeOartoent before any' cbnstruct4be 'i II'IrGlno -Avenue• as shown on Sheets 2 A 3 of these elan$. WATER: Aoprovtd far the city of Newport cezc'. tti;,�'5tday of Incd. lanai ':arks .JpPio✓ / far She•s!a / to /S an/y.� i1;' NOTES I. Gate valves in streets 3h&ll be equipped with adjustable valve boxes extended to finished .grade math tops marked WATER"In4000rdan a wit h the specifications. 2. All water wins shall have thirt; Inch (30") minimu, cover. 36'Cever per Z"again ,n San+i V o,,w. 3. Gate valves at intersections shall be located on prolongation of property Iinaa,unless o+herwisa naiad. 4. Each lot shall be provided with a single water service. See Detail Sheet No. It. 51 al l water services Instarlocl 5' IeFf or f of lot uslen facing lot except - or( Irvine Avenue:'. 6. For typical fire hydrant installation see Detail Sheet No. tl. 7. Fire hydrants shall be located on prolongations of lot lines or at radial lines from curb return .tangent points. / A. Street tree planting to be done in accordance with policies established by the Park, Beaches and .Recreation Department. SEVER: I. Obtain permit from Costa Mesa Sanitary District prior to connecting into theirlineof 8 Irvine Avenue and Santiago Drive. 1. All sewer manhole francs and covers shall be left six inches below finished grade. the sever contrac'cr shall raise the manhole frame and cover to finished grade after the street surfacing is completed. 3. Sewer house connections shown on plan arc subject to revision by subdivider. ROA01 AY: Rou,h grading has been completed and will not be a part of these icprovecents. LEGEND 1. Sheet No. of Improvement Plans 2. Sewer Main and I'anholeu� 3. Fire Hydrant assembly complete including gate valve 4. Water line and valve _,,,SSG 7 bavar Stationing S S. Direction of flow, surface drainage 6. Street larhts ® 8. Street nanc signs BENCH MARK OSTA MESA DATW square' on too of curb at B.C.I, Northwest corner, intcrscc:ior>,QJr agU/G T A resue and 2lst street. El oration = 90.74. my Circuit plus 0.60 = City of Costa Mlesa datvx. DUG /J /94;/ Costa Mesa Ous 101.24 = City of :.cwport 7c.,cr. ••-_. •._..- _._.. _.. _..__.__ ;TRACT N° 3801� _. .. NEWPORT BEACH - CALIFORNIA !. /Ac// MoY /r, !aw L 5 _N '6O' .. 7796 -828 �• / 8114/2017 City of Newport Beach Page 2 of 5 •. 6:34:26AM INSP150 - Daily Inspection Request Report Requested Inspection Date: 08/14/2017 Inspection Type : ENCROACH Inspection Area : PW Site Address: 2027 SANTIAGO OR Activity : N2017-0408 SubType : NEW Status : APPROVED OWNER: MACOULE ANTOINE Phone : 949-278-1727 APPLICANT: HARRISON BUILDING Phone : 949-278-1727 2- HARRISONBUILDINGINC@ Description : CURB CORE PER STD 184-L, PLUG EXISTING DRIVEWAY APPROACH AND CONSTRUCT NEW DRIVEWAY APPROACH PER STD 162-L, NEW SIDEWALK PER STD 180-L, NEW CURB AND GUTTER PER STD 182-L. t�equssisd k�P(s► �-- item: 10200 PRE JOB - PW Requested Time: 8/14/2017 12:00:OOAM Requester: NBIVR 9492781727 t Entered By: NBIVR Comments: AM Inspfie ned to: Date: I Time: :1,r A PM Comments: d'V &r �.✓� 10AT-4/c-lc To �tL - � vt?" 54, j ►tar 'i r i L000ed Refile �uOtA r--Ke Al" &.- t CT'4 ? F:\Users\PBW\Shared\ENCROACH\MASTERS\FORMS\InsoectorSheet.doc �) 11/20/2017 City of Newport Beach Page 15 of 15 6:34:48AM INSP150 - Daily Inspection Request Report Requested Inspection Date: 11/20/2017 Inspection Type: ENCROACH Inspection Area: PW Site Address: 2027 SANTIAGO DR AJM `IOM0C Activity : N2017-0408 SubType : NEW Status : APPROVED OWNER: MACOULE ANTOINE Phone : 949-278-1727 APPLICANT: HARRISON BUILDING Phone : 949-278-1727 HARRISONBUILDINGINC@ Description: CURB CORE PER STD 184-L, PLUG EXISTING DRIVEWAY APPROACH AND CONSTRUCT NEW DRIVEWAY APPROACH PER STD 162-L, NEW SIDEWALK PER STD 180-L, NEW CURB AND GUTTER PER STD 182-L. fbquaslyd 1 51 a ri R (s) Item: 10100 FORMS WITH COMPACTION - PW Requested Time: 11/20/2017 12:00:OOAM Requestor: Entered By: WEBUSER Comments: AM- , ,j Insp6gt&ied to: »777zzzzzz` J �S' Date: Comments: /o J6v%4 WEBUSER 9492781727 -- PA-Mex. Time: .l() CAM > M /V S/L-1/ at P/w A-9 kx5 VM L*41 T- EOC- 134< C.QL (4kUW S ''o !Z' M' sue) :/•"I F:\Users\PBW\Shared\ENCROACH\MASTERS\FORMSUnsoectorSheet.doc 11/21/2017 City of Newport Beach Page 19 of 19 6:34:23AM INSP150 - Daily Inspection Request Report " • Requested Inspection Date: 11/21/2017 Inspection Type: ENCROACH Inspection Area: PW Site Address: 2027 SANTIAGO DR Activity : N2017-0408 SubType : NEW Status : APPROVED OWNER: MACOULE ANTOINE Phone : 949-278-1727 APPLICANT: HARRISON BUILDING Phone : 949-278-1727 HARRISONBUILDINGINC@ Description : CURB CORE PER STD 184-L, PLUG EXISTING DRIVEWAY APPROACH AND CONSTRUCT NEW DRIVEWAY APPROACH PER STD 162-L, NEW SIDEWALK PER STD 180-L, NEW CURB AND GUTTER PER STD 182-L. Item: 10110 CONCRETE PUBLIC WORKS Requested Time: 11/21/2017 12:00:OOAM Requestor: R Entered By: SER Comments: InspfiejWged to: Comments: J� Date: U 1--t(112 9492781727 ^IL 4 u #-X t• Tu, Time: c fiZ� TLt•� ? iJ 1:-37 Ll AVA,'9z,1 C 7, w 1,7 41Z y �:3`4� r��,7 A/ 'Po- ff— ID k,-zZo2.e-o C F: %Users%PBW\SharedkENCROACHMMSTERSTORMSUnsoectorSheet.doc 11/22/2017 City of Newport Beach Page 10 of 10 6:34:38AM INSP160 - Daily Inspection Request Report Requested Inspection Date: 11/22/2017 Inspection Type: ENCROACH Inspection Area: PW Site Address: 2027 SANTIAGO DR 11M M40111-ndo c Activity : N2017-0408 SubType : NEW Status : APPROVED OWNER: MACOULE ANTOINE Phone : 949-278-1727 APPLICANT: HARRISON BUILDING Phone : 949-278-1727 HARRISONBUILDINGINC@ Description : CURB CORE PER STD 184-L, PLUG EXISTING DRIVEWAY APPROACH AND CONSTRUCT NEW DRIVEWAY APPROACH PER STD 162-L, NEW SIDEWALK PER STD 180-L, NEW CURB AND GUTTER PER STD 182-L. liequss�sd insperdu n($) Item: 10100 FORMS WITH COMPACTION - PW Requested Time: 11/22/2017 12:00:OOAM Requestor: WEB 9492781727 Entered By: USER Comments • ned to : Inspt� J Date: 7 - f 117 Time: 6= 34 AM PM Comments: —L- t,x,) . e � +NT) f45 14 S e <,� o- C-- 3 F:\Users\PBW\Shared\ENCROACH\MASTERS\FORMS\InspectorSheet.doc