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HomeMy WebLinkAbout01 - Review of Cliff Drive Encroachment Permit No. N2020-0366 at Ensign Intermediate SchoolQ SEW Pp�T CITY OF z NEWPORT BEACH c�<,FORN'P City Council Staff Report June 25, 2020 Agenda Item No. 1 TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL FROM: David A. Webb, Public Works Director - 949-644-3311, dawebb@newportbeachca.gov PREPARED BY: Jim Houlihan, Public Works Deputy Director/City Engineer, jhoulihan@newportbeachca.gov PHONE: 949-644-3319 TITLE: Review of Cliff Drive Encroachment Permit No. N2020-0366 at Ensign Intermediate School ABSTRACT: On June 16, 2020, the City of Newport Beach Public Works Director issued Encroachment Permit No. N2020-0366 for Improvements on Cliff Drive, adjacent to Ensign Intermediate School, after making the findings set forth in Newport Beach Municipal Code (NBMC) Section 13.06.050. On June 18, 2020, Mayor Pro Tem Avery filed a call for review, pursuant to Section 13.06.070 of the NBMC, for the purpose of bringing the decision to issue Encroachment Permit No. N2020-0366 in front of the entire City Council for review. RECOMMENDATION: a) Conduct a public hearing; b) Determine this action is exempt from the California Environmental Quality Act (CEQA) pursuant to Sections 15060(c)(2) and 15060(c)(3) of the CEQA Guidelines because this action will not result in a physical change to the environment, directly or indirectly; and c) Review and uphold the Public Works Director's decision to issue Encroachment Permit No. N2020-0366. FUNDING REQUIREMENTS: There is no expenditure of funds related to this item. DISCUSSION: Background In 2018, the Newport Mesa Unified School District (District) informed City staff that they were planning upgrades to the Ensign Intermediate School (Ensign) including, but not limited to, replacement of temporary fencing with permanent fencing, the construction of additional parking lots, the reconfiguration of existing parking lots, construction of a new pickup/drop off lot at the front of Ensign and a remodel of the front office (Ensign Project). 1-1 Review of Cliff Drive Encroachment Permit No. N2020-0366 at Ensign Intermediate School June 25, 2020 Page 2 City Authority for School Projects In general, school districts are exempt from local zoning and building codes under California law. Specifically, a school district's exemption from local laws is based on the legal theory that subjecting the state, in its exercise of sovereign activities, to local zoning and building code regulation constitutes a conflict with general laws and is thus prohibited. Therefore, the City's review and permitting authority is limited to improvements and/or uses that are within the City's jurisdiction. In sum, this means that the only decisions by the District related to the Ensign Project that are subject to City review/approval are those decisions that involve the public right-of-way. City Interactions with District Although the City's role is limited, the City's Traffic Engineer met with the District three times between November 2018 and September 2019 to discuss the Ensign Project. After receiving a preliminary design for the Ensign Project in February of 2019, and at the request of the District, City staff provided the District with comments related to removal of the median on Cliff Drive as well as driveway design widths for accessing Ensign from Cliff Drive. The comments were intended to improve the access into and out of the Cliff Drive drop-off and parking lot. Included in the District's preliminary design was the removal of 14 longstanding trees on-site as well as two trees in the City's public right-of- way. In late January 2020, several members of the community attended the City Council meeting and made comments regarding the Ensign Project. Concerns raised included the removal of the trees and lack of public transparency and input on the project. At this meeting of the City Council, a District representative provided a quick overview of the Ensign Project at the request of Council members. Starting in early February 2020, City and District staff began to meet and corresponded regularly by phone and email regarding the proposed improvements to the public right- of-way surrounding Ensign. On February 27, 2020, the City provided District staff with a rough alternative concept sketch for consideration for the planned drop-off on Cliff Drive (Attachment A). In addition, on March 10, 2020, the City again provided the alternative drop-off design to the District as part of the City's comments to the first submittal for the encroachment permit. The alternative design provided to the District for consideration included moving vehicles out from the bike lane and providing a through lane during drop-off by widening the street, which would be an improvement to the operation of the existing curbside drop-off condition. This alternative would reduce the level of impact as compared to the District's design and result in no on-site trees being removed. Only nine trees in the public right-of- way would be removed, for a total of seven fewer trees needing to be removed than what was proposed by the District. To date, City staff has not received any feedback on the alternative design. 1-2 Review of Cliff Drive Encroachment Permit No. N2020-0366 at Ensign Intermediate School June 25, 2020 Page 3 On March 9, 2020 representatives from the District and the City met to discuss, among other things, the Ensign project. At the meeting, the District representative informed the City that the District would be holding two community meetings related to the Cliff Drive on-site drop-off and parking lot. Due to current COVID-19 pandemic, the two meetings held by the District were a "Thought Exchange" survey and a Zoom Meeting. On April 16, 2020 the District Superintendent described the results of the "Thought Exchange" survey to City staff indicating that safety of the children was the number one concern of the survey participants. The District's Zoom meeting with the public was held on May 27, 2020 and staff attended the meeting. During the meeting, the District selectively responded to questions and comments that were submitted. Questions regarding the City's alternative design concept were not addressed. On Friday, May 29, 2020, the District Board held a Special Meeting and authorized the contractor to proceed with the District's original design for the Cliff Drive on-site drop-off and parking lot. City staff did not receive notice of the meeting and therefore did not attend. Final Application for Encroachment Permit On June 11, 2020 the District resubmitted plans to provide ingress and egress access to Ensign via an on-site drop-off and parking lot, which included construction of two new driveways on Cliff Drive, some related minor sidewalk and street pavement work, removal and replacement of two standard street trees, and removal of a raised center median. Other than the removal of the median, the plans were similar to the preliminary plans first seen in February 2019 with no elements of the City provided alternative design incorporated. City staff then reviewed the final encroachment permit application and plans to determine whether an encroachment permit must be issued. Specifically, pursuant to Newport Beach Municipal Code (NBMC) Section 13.06.050, the Public Works Director is mandated to issue an encroachment permit if the Public Works Director determines that: 1. The work conforms to the requirements set forth in the driveway approach policy adopted by the City Council, as well as the Standard Specifications of the City for public work of like character; 2. The project as proposed will not unreasonably interfere with vehicular and pedestrian traffic, the demand and necessity for parking spaces, and the means of ingress and egress to and from the property affected and adjacent properties; and 3. The health, welfare and safety of the public will not be unreasonably impaired. 1-3 Review of Cliff Drive Encroachment Permit No. N2020-0366 at Ensign Intermediate School June 25, 2020 Page 4 Upon completion of the plan review process, the Public Works Director determined that the application for the encroachment permit: (1) conformed with the requirements set forth for driveway approaches as well as the Standard Specifications; (2) the improvements to be constructed on Cliff Drive do not unreasonably interfere with vehicular and pedestrian traffic, the demand and necessity for parking spaces, or the means of ingress and egress to and from the property affected and adjacent properties; and (3) there were no other factors that would unreasonably impair the health, welfare and safety of the public. Because the application for the encroachment permit met each of the requirements for the issuance of the permit set forth in Section 13.06.050 of the NBMC, the Public Works Director issued Encroachment Permit N2020-0366 for the Ensign Project, and conditioned the contractor to include: (1) saw -cutting the existing widened sidewalk to match the majority of the sidewalk width on Cliff Drive; (2) installing new street trees to match the species and spacing of the existing trees; and (3) adjusting the striping in the middle of the street where the small median will be removed. A copy of Encroachment Permit N2020-0366 is attached hereto as Attachment B. Call for Review On June 18, 2020, Mayor Pro Tem Avery filed a call for review, pursuant to Section 13.06.070 of the NBMC, for the purpose of bringing the decision to issue Encroachment Permit No. N2020-0366 in front of the entire City Council for review. ENVIRONMENTAL REVIEW: As the issuance of said City Encroachment permit is associated with a larger on-site improvement project being undertaken by the Newport Mesa Unified School District and thus would be included within their CEQA review, additional CEQA review in not required. Additionally, the City permitted portion of street work by itself is not subject to the California Environmental Quality Act (CEQA) pursuant to Sections 15060(c)(2) (the activity will not result in a direct or reasonably foreseeable indirect physical change in the environment) and 15060(c)(3) (the activity is not a project as defined in Section 15378) of the CEQA Guidelines, California Code of Regulations, Title 14, Chapter 3, because it has no potential for resulting in physical change to the environment, directly or indirectly. NOTICING: The agenda item has been noticed according to the Brown Act (24 hours in advance of the special meeting at which the City Council considers the item). ATTACHMENTS: Attachment A — Copy of Alternative Concept Sketch Attachment B — Encroachment Permit No. N2020-0366 1-4 ATTACHMENT A BLDG C A# 04-104686 \4, /SEE SHEET C3.00 / �/• �r Q� - - -.— x x z - x —•- ELL' - L . BLDG H y\ / / , MATCH LINE / /�/ Y„f w.• r X x -- If —•- A# 04-10468ZY L e i J x— I _ 3V i / / I' ! Y I I RELOCATABLE BLDGS uJ O Q / BLDG 1' L�1 I• BLDG M I BLDG N G K w �' A#l04-10486 1 I A# 04-104686 1 A# 04-104686 A# 04-105260 104686 1 I}'siaTfY _- -- - - _ .-- - - - �'-f'' LO r„-- .. -- - - - E; - -� DCA1CN BA911 BLDG L ; I: - BLDG B I I% BLDG E I ; BLDG O 'I m \ A# 04-104686 rn ySTaRY OR � '4 I.. A# 04-104686 I ! A# 04-104686 I I A# 04-104686 I] )IR ENQI GRAIN P - / µ �)L _ __ _-. _. _. .. _.. _ - .. _.. ._ ._. J. L ._ ._ ... _.. 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LE'. ® P P 115 Y' (A •t �f _ ” � � — — — -„ — — —. — _._ . - - � - _ t s vtp cave _ P cwc (f� r —..wl 14+00 Cuff IBM ALL WORK WITHIN THE PUBLIC RIGHT OF WAY, SHOWN ON THIS PLAN, REQUIRES AN ENCROACHMENT PERMIT FROM THE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE PERMIT AND PAYING ALL PERMIT A INSPECTION FEES. PRIOR TO PERMORMING ANY WORK IN THE PUBLIC RIGHT OF WAY CONTACT PUBLIC WORKS DEPARMENT AT 9494144-3311. n Y 0 C�w.e_ 3w4c- - C 8 $ x 23 15400 18100 � �A V Is �1Z Jct. --- -- Se�� ,�r�w Qwb A -A- — - - - - &rA4Car6 R ' . © CVE7Ep R O Cuff IBM 1�C,�`/�y� +�_lF AC e pDEMOLITION HATCH LEGEND: ”"/�/� • DUSTING BUILDING —7 EXISTING CONCRETE PAVING 70 REMAIN I • - REMOVEEXISTING CONCRETE PAVING I h BASE MAIERIAI I ` REMOVE EXISTING ASPHALT PAYING �J h BASE MATERIAL MATERIAL REMOVE EXISTING LANDSCAPE DEMOLITION NOTES 8 PROTECT EXISTRl6 IMPROVEMENL IN PLACE, R REMOTE EMSTNG IMPROVEMENT AND DISPOSE BY CONMACTM. ® REMOTE AND RELOCATE PER OMNER'S DIRECTOR. RI REMOVE EMSTNG AWH41 CONCRETE PAVEMENT AND BASE MATERIAL. ® REMOVE EMSIING CONCREN PAVEMENT AND BASE MATERIAL. ® REMOVE EXISTING LANDSCAPE. ® REMOVE I' WADE BY I' DEEP ASPHALT PAVEMENT AND BASE MAIEPoM_ 0 SAWCUT EXISTING PAVEMENT MHN CLEAN EDGE. (t 10 r0 0 10 40 60 SCALE: I"= 20' PANS PREPARLD BY: FPLFPL and Associates, Inc. Traffic • Tronsportotion • Civil 30 Co Inorote Pork, Soils 401 Irvine, CA 92606 Phone: 949-252-1688 Agency Approval: D� r,FlunoN siuAP DN. E BLAIE ARCI01ECi (:I0N-.NI8216 INFwEanp Ls D. App DAIS 07/0312018 stud.io+ 91880 I P: Sw9.J15.198J AmNlect/Englneer ESSI oppa6 � McevA -A 9. w j / a '7j CI 1 ��- �1e dr -5A• opt \� ei GAl\f Project Title: - — --- ENSIGN INTERMEDIATE SCHOOL SITE CONTROLLED ACCESS UPGRADES 1000 CLIFF DR NEWPORT BEACH, R 92663 Y!/ Revisions: ,,^L Projects: CA18023 Drawn.DB I -r DOW Da07103/2019 _ — Checked: RC - Sheol Title: DEMOLITION PLAN 02.00 _] 1-5 ATTACHMENT B .wtiwrr� City of Newport Beach ��IIIIIIIII II I Illllllllllllll I II IIIA ��� Permit No: N2020-0366 100 Civic Center Drive, Newport Beach, CA 92660 N 2 0 2 0 0 3 6 6 Permit Counter Phone (949)644-3311 Project No : Online Inspection Request - www.newportbeachca.gov I Online Services Inspection Requests Phone (949)644-3255 Job Address: 2000 CLIFF DR NB Thomas:Guide: 888J6 Description : ADDITION OF 2 NEW DRIVE APPROACHES AND 1 CULVERT DRAIN; SIDEWALK REVISIONS ALONG CLIFF DR AT ENSIGN INTERMEDIATE BETWEEN IRVINE AVE AND ST. ANDREWS. TREE INSTALLATIONS TO BE COORDINATED WITH CITY ARBORIST. Parcel #: 0492-300-1 - Legal Desc : N TR 1220 LOT 1 Owner: SCHOOL NEWPORT BEACH Phone : 0 Address : PO BOX 1368 Total Water Meters : NEWPORT BEACH, CA Applicant: TEI_ACU CONSTRUCTION MANAGEMENT INC Phone: 714-541-2390 [ Address : 604 N ECKHOFF ST ORANGE CA 92868 Special Cond.: PRE -CONSTRUCTION MEETING REQUIRED Permit Processing Fee : $266.00 Sewer Connection : $0.00 Agreement Fee : $0.00 4Tf Box Cover: $0.00 Traffic control Plan Check : $0.00 Total Water Meters : $0.00 Inspection Fee : $1,092.00 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 : TELACU CONSTRUCTION MANAGEMENT INC Phone: 714-541-2390 Address : 604 N ECKHOFF ST ORANGE CA 92868 Contractor State Lic: 741851 License Expire : 10 31, 2021 Business License: BT30062614 Business Expire : 03 31, 2021 Workers' Compensation Insurance - - Carrier : ZURICH AMERICAN Policy No: WC038164604 W. C. Expire: 07 01, 2020 Total Fee $1,358.00 Paid : $1,358.00 Balance : $0.00 Receipt No Date : _I 1 Other Department : Date: 1 1 Date : _I_I Permit Denied Date Date : _I_I Issued Permit : X__ Date : , l 4,3LO�7U Date : _I_I 1-6 EET FOR ENCROACHMENT P CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT E :OM LETE THE BELOW INFORMATION:,::: PROJECT ADDRESS; 2000 Cliff Dr. Newport Beach CA 92663 DETAILED DESCRIPTION OF PROPOSED WORK: Addition of (2) new drive approaches and (1) culvert drain and sidewalk revisions alon2 Cliff Dr at Ensign Intermediate between Irvine Ave and St. Andrews. APPLICANT: Br an A for Phone: ( 714) 659--4569 Email Address: Baylor@telacu. com Mailing Address: City/State/Zip: 604 N_ Eckhoff St Orange, CA 92868 OWNER: Newport -Mesa Unified School District Phone: (714) 424-5000 Email Address: smorri s@nmusd . us Mailing Address: City/Stateizip. 2985 Bear St. Costa Mesa, CA 92626 ALL. CONTRACTOR INFORMATION IS REQUIRED -PLEASE COMPLETE CONTRACTOR: TELACU Construction Management Office Phone: ( 714) 541-2390 Company (if different): NSA Jobsite Phone: ( 714) 659-4569 Other Phone: N/A Email Address: ba for@telacu. com Mailing Address: 604 N. Eckhoff St City/stateJZip: Orange, CA 92868w State License Number & Class: 741851 Expires:l Q 31 21 City Business License Number: ST30062614 Ex ires: 3 312 0 WORKERS COMPENSATION INSURANCE - Certificate of Insurance (Section 3800 Labor Code) Company:Zurich American insurance company PolicyNo:WC038164604 Expires: 7/1/2020 REfUNnA gLE-:DEPOSIi .INFQRIViA 10{Vrf Appfic�ble j . ,.., ...,. ,....... - ; I............ aIle=Ta. . MaiL RefLihd,To FOR OFFICE USE ONLY Special Conditions of Permit: _�Ce ,{,W2 �,3 ADDITIONAL APPROVAL REQUIRED FROM THE FOLLOWING DEPARTMENTS Utilities. General Services: Traffic: 0 Fire: Other: Engineering Technician: --v-0 Pub fi Specialist: Date: Permit No. fl, .,CW ZO- fluserslpbrivlsharedrencroachlmasterslepworksheet,As �_ - PUblIC Works Department 949-644-3311 1-7 FEE WORKSHEET FOR ENCROACHMENT PERMIT CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT All Fees Are Non -Refundable Unless Otherwise Stated PROJECT ADDRESS: PERMIT"Z;W ] N2020- NUMBER: V`F APPLICANT: E_ TO ffrCOMPLET __;LIC WORKS DEPARTMt=Nl Permit Processing Fee: Public Works Only QW. $266.00 Inspection Fee: Public Works Field Inspection $182.00 Other Department $303.001 Utilities Field Inspection $133.00 Agreement Fee: Water Quality/Artificial Turf Inspection $119.00 Preparation of Report/Agreement $901.00 epfeesheet.xls-ravised 9113118 Document Recordation Fee $211.00Refundable Deposit: TBD Monitoring Wells $553.009 Improvements TBD Street/AIIeyMalk Closure: $72.00 Newspaper Rack Inspection $119.00 Traffic Control Plan Check 8-112" x 11" $72.00 Sewer Connection Fee $250.00 24" x 36" $157.00 4TT Box & Cover $64.00 Additional________ ____ _q_ f THE FOLLOWING ITEMS REQUIRE APPROVAL FROM THE— Revenue Division ^" REVENUE DIVISION PRIOR TO PAYMENT OF FEES ]Approval: I (Water Meter: Qty. Qt 1 1314" Meter 11" $50.25 Installation Charge $581.00 1 Meter $121.50 Water Meter Boxes: 1 �1 112" Meter $285.00 1" DFW Meter Box $96.661 11 112" Turbine Meter $700.00 2" DFW Meter Box $203.248 I 12" Meter $425.00 1 12" Turbine Meter $845.00 1 1 13" Meter $3,310.00 14" Meter $4,730.00 I 16" Meter $7,190.00 1 1 MISCELLANEOUS FEES Qty. Budget Number Development Services Fee (Plan check hourly) $170.00 5200-5015 Final Tract Map Checking Fee $2,742.00 5200-5026 Final Parcel Map Checking Fee - Moderate $2,742.00 5200-5027 Lot Line Adjustment Fee $1,189.00 5200-5028 Park Dedication Fee Zone TBD405-470_ Street Easement/Vacation Fee (+100% of hrly over 4 hrs) $1,126.00 5200-5031 Street Tree Fee ($700 Planting Fee) - TBD .�. MOD023 ... Engineering Tech: Total Amount Due: For Finance use only Permit ist Receipt No. f:luserslphwlsharedlencroachlmasterslep front and back masters! Rev. 1/16/20201 epfeesheet.xls-ravised 9113118 1-8 - w. _ __..._ _......_.. _..... - - -_ _..__ _.__...._._..... 9.... ;,ALL UNDERGI 0U�i'Vlf©RK SHALL BE P:ERFQRME©"BY A'LIGENSED,CQNTRAC.TC}R - �,.-, Gtintact l Inderground:S'err T'L' lert At-Least:}$=i lours in,, Banco of 4ny.Ezcava#port at 9=80Q 717=2$QQ pr8. 13 TERMS AND CONDITIONS OF ENCROACHMENT PERMIT WORKEWS COMPENSATION INSURANCE (Section 3800 Labor Code) I. Encroachment Permft may be taken out by the owner of benefited property or a licensed contractor. A licensed I certify that I have a Certificate of consent to self-insure, Certificate f Worker's contractor must provide a "Letter of Authorization" to allow another party to pull a permit. An approved copy of the Co pes�sation insurance, or a Certified C ereaf. 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 Dais: Signature: after date of issuance. CER ICATE OF E)IN ion 38r Code) 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 I certify that in the performance of the work under this permit I shall not employ 3. or damage to persons or property occurring as a result of work undertaken under this permit All work shall be done in accordance with the approved plans, Standard Special Provisions and Standard Drawings any person so to Become subject #o California Worker's Compensation Laws. !f, of the City of Newport Beach, and in compliance with all applicable State laws and City ordinances. after signing this certificate I Become subject to the Worker's Compensation 4. Permittee guarantees all work performed under this permit to be tree of hidden and latent defects_ Any failures shall provisions provisions of the State Labor Code, 1 must comply with the provisions of Section be corrected within two weeks after notification to the satisfaction of the Public Works Director. 3700 this permit shall be decried revoked. S. A valid State licensed contractor must perform all construction within the public right-of-way, unless waived by the Date: Signature: 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 to sewer lines a valid State Contractor license Class U-42 is required. CONTRACTOR LICENSE EXEMPTION 6. All trenching and/or resurfacing shall conform to City Standard 105-L for parkway/roadway and City Standard 140-L, As the Owner of the benwrrOn g property, I certify I am personally performing all in the alley, where a minimum half-alley width resurfacing shall be provided, unless otherwise directed by the. Public work in the Public Right-of-Way. Works Dept. Contractors shall obtain permits to perform excavation or trench work from the California Division of Date: Signature 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. HOLE} HARMLESS STATEMENT T. The Public Works Department inspectors must inspect all work in the Public right-of-way. Forms and subgrade must t understand that 1 am locating minor encroachments within the City Right-of- be inspected and approved before concrete is ordered/poured. Sewer, pipetines, and subgrade construction must be Way/Easement- As property owner it is my responsibility to maintain the inspected and approved before backfilling, or applicant may be required to excavate site. Separate inspections by encroachments_ t will be responsible for replacing the improvements if the City the Municipal Operations Department may be required depending on scope of work performed. removes them for maintenance of utilities or other public need. I shall indemnify S. All trench restoration must be inspected by the Public Works Department. No utility installation(s) shall be allowed and hold the City harmless for any liabffrty associated with the minor over or within 5 feet of any City utiitmes, unless approved by the Public Works Department Locate and pothole encroachments. existing City-owned utilities (re: 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 v th a Date: Signature, 4TT box over the riser. Inspections should be requested by calling t e Public Works Inspection 9. Properly lighted barricades must be provided and maintained around all trenches, excavations and obstructions. All "Manual signs, flags, lights and other warning and safety devices shall conform to the requirements of the current of Waming Signs, Sights and Other Devices for the Use in Performance of Work Upon Highways", issued by the Request Line at: 94.9-6443255, INITIAL Calilomia Department of Transportation. If needed, barricades can be obtained from the City at a charge of 510.00 15 All above ground facilities shall comply with the nicipal Code, including but not limited per barricade per day, with a minimum charge of $35.00. It is the responsibl€ity of the applicant to place barricades to protect the general public. Access to fire hydrants must be maintained at all times. to Chapter 13.20. 10. Work within or near beach sensitive areas will not be allowed during, City holidays, spring break, Memorial Day 18_ Homeowner, contractors, and subcontractors may each be liable for violations of Water weekend, summer between June 15 and September 15, and during the holiday season from December 19 to quality Laws. Best Management Practices Will be enforced. It is against the law to January 1, unless approved bythe Public Works Department discharge construction debris into the gutter and storm drain_ Felony violations of Water 11. Any work that extends into traffic or parking lanes and impedes the normal flow of traffic requires the applicant to tiY punishable by fines up to $charg and/or up to three years in State (dual Laws are acquire a Temporary Street Closure Permit from the Public Works Department. Access for fire, police and prison plus the full cost to clean up an illegal discharge spill- emergency vehicles must be maintained at all times, Traffic Control must be per Work Area Traffic Control emergency t 17. If refundable deposit was paid, app must submits Soils Compaction Certificate (WATCH)- No nighttime traftic lane closures, unless prior approval has been granted. Any lane(s) closure a Slurried 6aekh and request a #tori from the Pa Works i requcantest Evidence on a major street will only be allowed between 9:00 a.m. and 3:00 p.m- (Monday thru Friday), unless approved by final I sp reflic ndwiI[ Department, Monies may be held far six months after final inspection before a refund will the Public Works Department. Any work affecting the State Highway's tra€fic or Within the State Highway right-of-way be processed. brocesse will require a Caltrans Permit All vehicles shall be rawfully parked. 18. trees in the prom right onicip-way shall be planted, removed, trimmed, or 12. This permit does not authorize the closure of sidewalks, streets, or alleys for construction access, storage of Strelreet without approval from the Municipal Operations Department Parks and Street Trees it materials, or parking of construction vehicles unless detailed on an attached Temporary Street Closure, Division 13. Applicant most notify USA. at 1-800-227-2600 2 days before starting any underground construction. Applicant Public,etc-Department 19. All work the public r approval "forks oirway must meet must notify all affected residents 24 hours in advance of restricted access and any inconveniences. An USA marks be required {i a. removals, exposing connections, etc-), Additional cartionfems re ls, c nn ct shall be removed prior to Final Public Warks Inspection. fags may be required. in m 14. Refuse or unused materials shall be removed within 24 hours after completion of the work. if not removed, the City 20. Permit is for standard materials €n the public right-of-way only, unless previously approved Permit may remove and bill the applicant. Coordinate alley closures with City's refuse pick-up days by calling 949-644-3066 meat Public ks and Encroachment nk has been processed. for the collection schedule so service is nut interrupted. To place a dumpster or materials in the public right-of-way, a 21. Permit vagi es of work noted do front only. Additional work performed naiad for Temporary Street Closure Permit must be obtained from the Public Works Department mareis cdescription" it and may require issuance of a separate permit andlor additional fees. Amo wpr[c related to #hms.encroachtitenf.:pennit shall Be perfiomled;un#i[ the Peii1[c L�lniiis E7'eparfmatlT has issued #his peririit Applicant hereby acknowl dges hQlshe has reaii and velli' rstands ."termsand conditions:oftCzlsperniitandhelstaeagieesictabidehy`itieze3 Psririifirsvoid;ifwork.isnaicnmr+xencedwiihln3a-days ssuarice un€'es§otherwE:e Proved b` tiePub7icYifn a"partinent' Per ttiit fees ate tmonfefundable.:: Please.nate: PrevaCation of Encioachrsfent Agreementfee IS non-refirn alhte ., Signature: _ - w. _ __..._ _......_.. _..... - - -_ _..__ _.__...._._..... 9.... Ensign Intermediate School Cliff Drive Improvements Encroachment Permit Conditions June 16, 2020 The following Conditions to the Encroachment Permit for the Cliff Drive Improvements were discussed with NMUSD staff and consultants on June 12, 2020. The attached plans also show the location of the agreed conditions. Condition 1: Sawcut existing 8 -foot wide sidewalk to match the adjacent existing 6 -foot wide sidewalk, approximately street station 14+95 to 16+50. Plant 36 -inch box street trees to match the spacing and type of the existing street trees. Coordinate placement and selection of trees with City of Newport Beach arborist. Work shall be per City of Newport Beach Standard Plans. Condition 2: Remove existing striping and install new striping once the existing median island is removed per the plan. ,. �;,, � ¢ &r-:-#-7- Pw I, r- W %-A-r g-,. s17-1 pp Condition 3: In the area where contractor will remove asphalt concrete adjacent to the existing sidewalk, approximately street station 17+60 to 18+70, plant 36 -inch fox street trees to match the spacing and type of the existing street trees. Coordinate placement and selection of trees with the City of Newport Beach arborist. Work shall be per City of Newport Beach Standard Plans. General: Contractor to coordinate all work adjacent to the City's trees with the City of Newport Beach arborist. 1-10 W sTaM Nwx BLDG P .: / saRYmAw A uQxn -- BLDG BLDGD®_ 5s.1r—'BLDGG — /+� "tY�YII �' 13G,f �C — — — _ P 04-104686 L A# 04-104fi86 A# 04L104686 P_ [_ "r_• _ G dA# 04-104686uQ}o` aaxx. c A# 9(+ aP1 - \.ME I-� 5 j F� _LEN�� � - � �.- -.. - --_- P_pl _•�_ -- - _ J _-_ .T--\ �_. CCunn __----`.-_ - __ -'I A S -_ .. _ �rl+rf�i a�+[S � �r�LFi� G� rnlw+l cTwJ 0R1i1� iTYP.1 GUMI�(T1P.1 �, Z Lfl+ ± � r t ., • P CMC PWI� � (pl CONE PW� � (1 P PW7 �"J. ... y.. e:.6 fl P A P . dEf .arm.- aGAsir fls ' _ �� �R �� wwrel _ r VISE-� � '. ;. - _ SARA d:.. o' .o c� p v a (5 Pwx Y&W T� m¢ Cil n(re�e . ® aT . IREE ® r rrr Hnwr mod tREE A a� AG wxa - alR. ri :.alb "%�= cA1E a&e ¢ TREE ppb � RAS �RF�WC © I R �1�.. 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M.11 NV 8.31 R 81.'50 EG n 61 M EG 75' a 01.26 R 10' C 81.24 FIL L B.IJ R 643' 00' OF 81 �I] FL AN EX CO 81 l9) R AIN E% P•AY11H6 Ot CDdFC1C VA'.r I 8215 R x-JI]II Ex T400 L WEAKENED PLANE JOINTS 31.11' 8.0' a 40' [ O E 0$ I "a "EACH 8194 TO 8!14 ft SIDEWALK DETAIL 9i 8 STD- I80 -L '-^ 81 ISI R 0 $ AN BI 208 �# ---- -29- __-.-_ _ _ ___ _-_-_- -- .-_--__- -__ _-_- 16+00 15+00M 812111 IRVINE AVENUE °� % SO, PER CITYBEH NPB PLAN 0-5115-S i6. DETAIL 22 SCALE: 1"=10' DETAI18 L SCALE: 1"1=10' CONSTRUCTION NOTES ON SCHOOL PROPERTY: © PRO CT EXISTING IMPROVEMENT IN PLACE I® CONSTRUCT ASPHALT PAVEMENT• HEAVY Wtt SECTION, PER HABIL I ON C.600. ® CONSTRUCT CONCRETE PAVEMENT, UaU Wtt SECTION. PER TABLE 2 M C6.00 OCONSTRUCT CONCRETE CURB PER GRADES HEREON AND BETNL 4 ON 06.00. (1 CONSMUCI CON AND GUTTER PER BCTAI 5 ON MOO ©CONSTRUCT KAI WALL PER MCIIECTXNN PLAN. T CON MCI BNBCATED COMES PER ARC ITECTURAI PLAN (3 CONSTRUCT EFNCE/GAIE PER ARCHITECTURAL PLAN. 0 ARM TACH COAT CIN EXISTING SIDES O ASPHALT PAVEMENT PER S.SP.W.C. PROVISION 302-54 0 NEW DECOMPOSED GRANITE PER LANDSCAPE PLAN. Q REMOVE EXISTING ASPHALT ANC BASE AND CONSTRUCT 3• ASPHALT OAR C CRUSHED AGGREGATE BASE. IQ CONSTRUCT 12' SOUAIRE CATCH BASIN WITH CA STEEL PARNWAY GRATE PER DETAIL 23 ON OFT ENT Q CONSTRUCT C SIN -35 PVC PIPE PER AIPPUCABLL TENONING DETAIL M C8.T0. I® NST0,11 ROGARB BRASH 4 ORRIS GUARD (BY OLOCASTLL PRECAST), MODEL Ft-111(156REFER TO DOTAL ON ON." 19 CONSTRUCT TRUNCATED DOME PER AACIITECMRAI DETAILS. �v000 coir®�� coca®�® CLIFF DRIVE TYPICAL SECTION NOT TO SCALE CONSTRUCTION NOTES IN THE PUBLIC RIGHT OF WAY: (j) CONSTRUCT PARKWAY GRAN PER CITY BE NEWPORT BEACH STD -319-L. INLET TYPE 2, S -W. PER DETAIL ON C8.00 BI CONSTRUCT 6' MRO( CONCRETE DRIVEWAY APPROACH EXPANSION PER CITY D NEWPORT BEACH STD -161 -L-A (-TWE I-) PER MTN' ON 08.00. ® CONSTRUCT C MNK CONCRETE DRIVEWAY APPROACH PER OILY D NEWPORT BEACH SN -161-L (-TME 11') PER DETAIL ON OR DO © CONSTRUCT SNEWAIM PER CITY OF NEWPORT BEACH STD -180-L DETAIL HEREON Q CONSTRUCI TME A PCO, CURB 6 LINTER PER OILY O NEWPORT REACH SID -182-L ON C8.00 Q CONSTRUCT f WIDE BY I' DEEP Ml -DEPTH ASPHALT PAVEMENT © CONSTRUCT VARIABLE WOM FROM V 10 2' BY V DEEP NlL-DEPM AC PAVIEABTI; SEE DETAIL 22 HEREON FOR PAVEMENT LAYOUT. © CONSTRUCT CURB ACCESS RAMP (CASE TR') PER OE` O NEWPORT BEACH'S SM RAN /181-L-A,C.D. Q REMOVE E)CSTNG Ott OF NEWPORT REACH CATCH BASIN, W-3.5, V-4 OI REMOVE CASTING 21' -DIAMETER ACP (L-2.5'3). Qj CONSTRUCT CURB SIDE GRATING BASIN, W-1 CRATE, V-347 PER KPWC SID 6303-3 PER DETAIL HEREON. OK CONSTRUCT FRA TED LOCAL DEPRESSION Al CATCH BASIN PER Ott BE NEWPORT BEACH sTl-3(M-L © CONSTRUCT 11' BINS( AC PAVEMENT ON COMPACTED SIIB(RADE O PROTECT Fasnw SUBSTRUCTURES COLWUHCAnON AND POWER NET 0 PROTECT EXSBNG 21' DIAMETER A.CP. P PRO CI S NO ON TE IM OVE Nl QO CONSENT OF 5' C2 -PG 64-10 ASPHALT CONCRETE OVER 6' CRUSHED AGGREGATE BASE PER S.SPW.0 SECTION 203-84.3. ALL \PORK NITHIN TINE PUBLIC RIGHT OF 'NA) SFPYPJN ON THIS PLAN REOUI RES AN ENCROACHMENI PERMIT FROhI THE CII\ OF NEWPOIII BEACH PUBLIC. WORKS DEPAIRTMENT, THE CONTRACTOR IS RFSPONSIBLF FOR OBI AININ', THE PERMIT ANI) PAYIN', AL I. PER.11' A INSFF ,,,l ION' FEE',. PRIOR TO PERMORNJ,IN'; AN\ FAORK IN THE PUBLIC: RI(;H1 OF WA„ CONTA�l PUBLIC 'NORKS DEPARMEIHI A' I. .n DAmIN ponce NTRA� Toe (I)T TRENCH RESURFACING `PIPE BEDDING ARE BACUWl PER SID -106-L (PER SED -105-0)(2) PCC PAVEMENT CONTACT ANTS PER STD -106-L (3) COMMEROAI DRIVEWAY APPROACH TWE I PER CRO SN -160-1-A Q A J -11 a Er 1 11 ED- A: L. „ AN _ 5 t CURBSIX I Top OF. BASIN ~ I•,+ ^- AN i0P D CRAZE .YS 0 EM' i�7 J [183 At'[(S R 1 A 1 . •T _, / AM1I KY/IRCKA'- CiTRD RIM TRN w SITE CONTROLLED ACCESS UPGRADES � --` 'W4 I' � _.'♦ !- AYW�(( (IAA t vl ll -- 1 I Mn CA Nf CCi 1'1'11(. L :Slit I'1lIN ,u nrArrz° I N 77 - SAW CUT AND REMOVE INTERFERENCE F128' 1Sl4tp DI 01 Ili CM'M MOP CURBSIDE CRATING BASIN 1=,=12 l-; Y8' ixPAHS101 NOT TO SCALE - - --- ---- -- ---- ---_-- •Pl,FW11-- CAl BC23 D1a1.1 DB j Data. 07N0212019 G;ul-11. 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PER DETAIL ON C8.00 BI CONSTRUCT 6' MRO( CONCRETE DRIVEWAY APPROACH EXPANSION PER CITY D NEWPORT BEACH STD -161 -L-A (-TWE I-) PER MTN' ON 08.00. ® CONSTRUCT C MNK CONCRETE DRIVEWAY APPROACH PER OILY D NEWPORT BEACH SN -161-L (-TME 11') PER DETAIL ON OR DO © CONSTRUCT SNEWAIM PER CITY OF NEWPORT BEACH STD -180-L DETAIL HEREON Q CONSTRUCI TME A PCO, CURB 6 LINTER PER OILY O NEWPORT REACH SID -182-L ON C8.00 Q CONSTRUCT f WIDE BY I' DEEP Ml -DEPTH ASPHALT PAVEMENT © CONSTRUCT VARIABLE WOM FROM V 10 2' BY V DEEP NlL-DEPM AC PAVIEABTI; SEE DETAIL 22 HEREON FOR PAVEMENT LAYOUT. © CONSTRUCT CURB ACCESS RAMP (CASE TR') PER OE` O NEWPORT BEACH'S SM RAN /181-L-A,C.D. Q REMOVE E)CSTNG Ott OF NEWPORT REACH CATCH BASIN, W-3.5, V-4 OI REMOVE CASTING 21' -DIAMETER ACP (L-2.5'3). Qj CONSTRUCT CURB SIDE GRATING BASIN, W-1 CRATE, V-347 PER KPWC SID 6303-3 PER DETAIL HEREON. OK CONSTRUCT FRA TED LOCAL DEPRESSION Al CATCH BASIN PER Ott BE NEWPORT BEACH sTl-3(M-L © CONSTRUCT 11' BINS( AC PAVEMENT ON COMPACTED SIIB(RADE O PROTECT Fasnw SUBSTRUCTURES COLWUHCAnON AND POWER NET 0 PROTECT EXSBNG 21' DIAMETER A.CP. P PRO CI S NO ON TE IM OVE Nl QO CONSENT OF 5' C2 -PG 64-10 ASPHALT CONCRETE OVER 6' CRUSHED AGGREGATE BASE PER S.SPW.0 SECTION 203-84.3. ALL \PORK NITHIN TINE PUBLIC RIGHT OF 'NA) SFPYPJN ON THIS PLAN REOUI RES AN ENCROACHMENI PERMIT FROhI THE CII\ OF NEWPOIII BEACH PUBLIC. WORKS DEPAIRTMENT, THE CONTRACTOR IS RFSPONSIBLF FOR OBI AININ', THE PERMIT ANI) PAYIN', AL I. PER.11' A INSFF ,,,l ION' FEE',. PRIOR TO PERMORNJ,IN'; AN\ FAORK IN THE PUBLIC: RI(;H1 OF WA„ CONTA�l PUBLIC 'NORKS DEPARMEIHI A' I. .n DAmIN ponce NTRA� Toe (I)T TRENCH RESURFACING `PIPE BEDDING ARE BACUWl PER SID -106-L (PER SED -105-0)(2) PCC PAVEMENT CONTACT ANTS PER STD -106-L (3) COMMEROAI DRIVEWAY APPROACH TWE I PER CRO SN -160-1-A Q A J -11 a Er 1 11 ED- A: L. „ AN _ 5 t CURBSIX I Top OF. BASIN ~ I•,+ ^- AN i0P D CRAZE .YS 0 EM' i�7 J [183 At'[(S R 1 A 1 . •T _, / AM1I KY/IRCKA'- CiTRD RIM TRN SITE CONTROLLED ACCESS UPGRADES � --` 'W4 I' � _.'♦ !- AYW�(( (IAA t vl ll -- 1 I Mn CA Nf CCi 1'1'11(. L :Slit I'1lIN ,u nrArrz° I N 77 - SAW CUT AND REMOVE INTERFERENCE 1Sl4tp DI 01 Ili CM'M MOP CURBSIDE CRATING BASIN l-; Y8' ixPAHS101 NOT TO SCALE - - --- ---- -- ---- ---_-- •Pl,FW11-- CAl BC23 D1a1.1 DB j Data. 07N0212019 G;ul-11. RC .UIY' NSI tiR,'A: y P•AY11H6 Ot CDdFC1C VA'.r GRADING DETAILS WEAKENED PLANE JOINTS --- --- -- ------ ___ EXPANSION JOINTS C13'1OF REACH C7.00 O 0 "a "EACH SIDEWALK DETAIL NAIIHGIII STD- I80 -L CURB oleo( 11 cral: I I_ l sfud'10+ L HATCH LE LEND: NEW CONCRETE PANNG NEW ASPHALT COHCflEIE PANNG . NEW LANDSCAPE NEW DECOMPOSED GRANITE 81 ---_ .� -2 3 S s' Arrl11 En AN EMSBHG 3/8. ; AAV. 9 1M1n L � COMPACTED OAK OR I -6` 1' -YS' =6"- A3V re•30-19 Sf JPr�Ir.A T'IH+. 79 _ ENSIGN INTERMEDIATE SCHOOL < = SITE CONTROLLED ACCESS UPGRADES W k' 0110 Cl II-. OR 18 - S=0100_71 NEM OR BEA, I-. FA 2U6' 31 - - - 77 - SAW CUT AND REMOVE INTERFERENCE PORTION O EXISTING 21' AO FOR MOP CURBSIDE CRATING BASIN CONSMUCBON PER CNB AS BUILT PLAN D-5115-5 CATCH I BASIN PROFILE - DETAIL NOT TO SCALE - - --- ---- -- ---- ---_-- •Pl,FW11-- CAl BC23 D1a1.1 DB j Data. 07N0212019 G;ul-11. RC Slu- TUI, GRADING DETAILS FPL FPL end Associates. Inc --- --- -- ------ ___ Traffic Transportation •Civil JO Corporate Park, Suite 101 C7.00 O 0 vine, CA 92606 Phone: 949-252-1688 1-13 GRATE OPENING NOTICE TO CONTRACTOR IFN MF 2016 C.B.0 'IN- 302, N IIB -.102.3 GBADNGS LOCA, TD) N GROUND ANI) FLOOR SURFACES ROAD ACCES98LL 'CUTS 9141 BE. UNITED 10 SPACES NO GH(ATR TNA, 1/2 -INCH WIDE IN ONE NBL"ON It GRATINGS HAVE FL. ATp OPENINGS, BIT, 91AU- Q PLACED SO THAT THE LOAD gWEN904 IS PERPENDICULAR TO Be. OOWMANT OREC110N OF TRAFFIC TOT' OFC B N — - GR t —B 7� nR .CN SU81'ACE / IFFISHI) GRACE 3 �� \ SLOPE 10 DRAIM1 / �— - 'JSP CONCRETE PRODUCTS INC' PRECAS' COI CHID, BAST ON APPROAD EWA. INSTAL GAIVANIIFD INANE N SUB CA VANIA1) GRATE (ALA , PARKWAY. BOLI -DOWN TWE) BOLI DW ALL(RATES-N-FRAMI ANEE, lljl]_pJIHFQSL, WAX MIEN W 1T•N POI 23 12" SQUARE CATCH BASIN DETAIL SCA'.E TO --------- 0Oldceaft Precast' FLOGARD® TRASH & DEBRIS GUARD III FkFE Md Trash 8 Debris OuRrd Is often the only p'ectk II opd.,. 4 fiber storm 1w I ... Ing sues ,n, tm,e Fal from a perking ..%. th-01, a parkway culvert b curb end QNNI outfall. It is designed to remove debris, end nos en optional SeEINTI pouch for 14—mr. F BFI As IF—, rw I—'de NI;n It— retei can be Ql,sn. bather, tna :Mel caI NI 01 the culvert Is usually derated by a safely temI of 0.50 K. 0.75 to B—Pt IT, debris belidup bert—, melntennnw oyMes WrpW CalsrrmM AN.n rnrmA«•semd SPECIFICATIONS M24 H11•M hRD CA» nw•a LRXAK I—?. a I0.11GM E OA,ltF TFA 13FGipG60 Apprwn�e rrr.'.v..-amu, Ipcen:�wggma F—,, seo.4m rrr ee'.s p��ry��p�{�{,N _AL„anre; leeds7n.ReA•o,,,n:n.:.,oboNr lc�dernlr.l.r.,pl.:.r,1,-„..LLT. mdnmp. mL tr]{�l{1l. .:cclpr. •u,tt at tldW1N.•WdYltEtl•[mWUL.R•m C vY e0-RAFFIC—ArNttiftELONEB I 0 I i III it �> i`i 5 ?;'8'�m 5 ?;'8' k- S 85% DO ICD SRL r oOO m 'L �O.I PARI(WAYOMTF ]III I' p r STFEL BAR BAR. 1 LACES? I III IO'. ISI f�j C.I Yee -c aM» CLEAR SPACING 5/e OC (TY,, _- ;25 FLACCS, SEI. PLAN TOP 92[ G IIF DI / PLt>D 'u:i1 CONNLCIDR PIPE l� ) VINNUV G' NICK 9 1/2' CRUSHED ROCK MLERNG ME — 20 PRON90NI OF STCIION 20U-1.2 01 TEAL STANOARU SPTOTICAPONS FON PUBLM MI CONSiRUCRON 23 12" SQUARE CATCH BASIN DETAIL SCA'.E TO --------- 0Oldceaft Precast' FLOGARD® TRASH & DEBRIS GUARD III FkFE Md Trash 8 Debris OuRrd Is often the only p'ectk II opd.,. 4 fiber storm 1w I ... Ing sues ,n, tm,e Fal from a perking ..%. th-01, a parkway culvert b curb end QNNI outfall. It is designed to remove debris, end nos en optional SeEINTI pouch for 14—mr. F BFI As IF—, rw I—'de NI;n It— retei can be Ql,sn. bather, tna :Mel caI NI 01 the culvert Is usually derated by a safely temI of 0.50 K. 0.75 to B—Pt IT, debris belidup bert—, melntennnw oyMes WrpW CalsrrmM AN.n rnrmA«•semd SPECIFICATIONS M24 H11•M hRD CA» nw•a LRXAK I—?. a I0.11GM E OA,ltF TFA 13FGipG60 Apprwn�e rrr.'.v..-amu, Ipcen:�wggma F—,, seo.4m rrr ee'.s p��ry��p�{�{,N _AL„anre; leeds7n.ReA•o,,,n:n.:.,oboNr lc�dernlr.l.r.,pl.:.r,1,-„..LLT. mdnmp. mL tr]{�l{1l. .:cclpr. •u,tt at tldW1N.•WdYltEtl•[mWUL.R•m ENEXI OMR PR^C PA•I{WAYI /e• 'S ?fie• EEL I—[ ^ IS OPT ONn TOP MCIIOM \E .�I 1 1 rffj EIREM4pM �t z+" 12' -2e 18' ' SIL 1 7J • E- 12" SQUARE CATCH BASIN DETAIL NOT TO SCAI.F a 1�• R " zAT BY DRP L 1/B' LIP AL Pp ICN BAI'CK 6. IN e' Rv X18 3,10-� CORP fAtt BATTER 16 .I L LCVEL— TYPE A P.C.C. CURB AND GUTPER (CURB FACE SHALL BE 6' IB.ECSS OFIERVISE NOTED) 6- 1/P' R L 1' VIDE BY ! VEEP adze g 1, AC PATCH TACK BATTER y� i+ TYPE B P.C.C. CURB ICLPRP FACE SNkI BE 6' tet ESS OTNERVISC IVIED) „OTTiN- 1. LETTER SaRFACC VIININ 4. OF FLOVLDE SNAIL BC GIVEN ' A STEEL !ROWEL. APPLIES N TWE 'A' CURB) L. PRCEORIPD 3/8' THICK EXPANSION FILLER SHALL BL ]INSTALLED lA ALL TYPES OF CIARB AT INE BC AND E-. IT REIMS, At INTERVALS a' 60' BETWEEN' RETURNS AND AT INC ENDS IF DRIVFVAYS SIMILAR EXPANSIC& AUNTS SNIL BC 1NSIpLLCD A ALL GUTTERS ADJDINING CURB WEAKENED XI Aleut SHALL BE FORAYS AT INTERVALS OF HI' BCTVECI: RETURNS (APPLIES TO TYPES 'A', 'B', AND 'C' CLIFFS) 3 CONCRETE SHALL BE 560 -L -3P50 4, SMWTH 7ROVL THE TOP 4 -INCA OF THE BACK OF CURB STANDARD CURB SECTIONS _ — TYPES "A" AND "B" p, w,„o �, STD -1„82-L C vY e0-RAFFIC—ArNttiftELONEB I 0 I i III it �> i`i 5 ?;'8'�m 5 ?;'8' k- S r oOO m 'L �O.I PARI(WAYOMTF ]III I' p r STFEL BAR BAR. 1 LACES? I III IO'. ISI f�j C.I Yee -c aM» ENEXI OMR PR^C PA•I{WAYI /e• 'S ?fie• EEL I—[ ^ IS OPT ONn TOP MCIIOM \E .�I 1 1 rffj EIREM4pM �t z+" 12' -2e 18' ' SIL 1 7J • E- 12" SQUARE CATCH BASIN DETAIL NOT TO SCAI.F a 1�• R " zAT BY DRP L 1/B' LIP AL Pp ICN BAI'CK 6. IN e' Rv X18 3,10-� CORP fAtt BATTER 16 .I L LCVEL— TYPE A P.C.C. CURB AND GUTPER (CURB FACE SHALL BE 6' IB.ECSS OFIERVISE NOTED) 6- 1/P' R L 1' VIDE BY ! VEEP adze g 1, AC PATCH TACK BATTER y� i+ TYPE B P.C.C. CURB ICLPRP FACE SNkI BE 6' tet ESS OTNERVISC IVIED) „OTTiN- 1. LETTER SaRFACC VIININ 4. OF FLOVLDE SNAIL BC GIVEN ' A STEEL !ROWEL. APPLIES N TWE 'A' CURB) L. PRCEORIPD 3/8' THICK EXPANSION FILLER SHALL BL ]INSTALLED lA ALL TYPES OF CIARB AT INE BC AND E-. IT REIMS, At INTERVALS a' 60' BETWEEN' RETURNS AND AT INC ENDS IF DRIVFVAYS SIMILAR EXPANSIC& AUNTS SNIL BC 1NSIpLLCD A ALL GUTTERS ADJDINING CURB WEAKENED XI Aleut SHALL BE FORAYS AT INTERVALS OF HI' BCTVECI: RETURNS (APPLIES TO TYPES 'A', 'B', AND 'C' CLIFFS) 3 CONCRETE SHALL BE 560 -L -3P50 4, SMWTH 7ROVL THE TOP 4 -INCA OF THE BACK OF CURB STANDARD CURB SECTIONS _ — TYPES "A" AND "B" p, w,„o �, STD -1„82-L 2,1 12" ADA STEEL PARKWAY GRATE DETAIL NOT TO SCAI.F ------ �' n9oncy AnpmVal studio+ AFc L,,UEFN,-r iteEO ARCryA ��1p 0�44H fin. � Np.G�Ve :&47LK-19 sl CIWI\ p? C se Hca .,ice t'A";FOF LAL OF I Proleci TiIIC ENSIGN INTERMEDIATE SCHOOL SITE CONTROLLED ACCESS UPGRADES 200C CLIFF DR NEWPORT BEACH. CA 92663 Revlsl0ns I PFoied R CA18023 Dlewrl Be Dale 0710312019 ChOCked RC sheet TFIL, GRADING DETAILS PLANT P11 'ANI G br FPL and Associates, Inc. FPL - -R----. - - - - 30 • lransper Is, • Civil V o0 JO C01D0role PON Su'1! 401 Irvine CA 9260E Phone: 949-252-168B 1-14 t'2S c . R..EL fL4THN 5T,_TRdR 0 I i III it III ]III I' p r STFEL BAR BAR. 1 LACES? I III IO'. ISI 1 11/2” CLEAR SPACING 5/e OC (TY,, _- ;25 FLACCS, PLt>D 'u:i1 HFY HEA: BJ_7 1 /A” UN;STRUT 112" CIA. EOL SPRING NUI DETAIL '. .I'.�•�yy! .. •' MBeEn�I':r?9FMC JA1oQUR orrMrGS .. ���,' �Y9P`gNy O^4rt .�1/ �'KX%pFIR���'ffF,CY.qd.GHA. FEW="''.• Yllu)4f -4 w.aw;.., oF..a...wa.rw 3obv 1.aae..lr• 2,1 12" ADA STEEL PARKWAY GRATE DETAIL NOT TO SCAI.F ------ �' n9oncy AnpmVal studio+ AFc L,,UEFN,-r iteEO ARCryA ��1p 0�44H fin. � Np.G�Ve :&47LK-19 sl CIWI\ p? C se Hca .,ice t'A";FOF LAL OF I Proleci TiIIC ENSIGN INTERMEDIATE SCHOOL SITE CONTROLLED ACCESS UPGRADES 200C CLIFF DR NEWPORT BEACH. CA 92663 Revlsl0ns I PFoied R CA18023 Dlewrl Be Dale 0710312019 ChOCked RC sheet TFIL, GRADING DETAILS PLANT P11 'ANI G br FPL and Associates, Inc. FPL - -R----. - - - - 30 • lransper Is, • Civil V o0 JO C01D0role PON Su'1! 401 Irvine CA 9260E Phone: 949-252-168B 1-14 CITY OF NEWPORT BEACH FINANCE DEPARTMENT 100 Civic Center Drive, Newport Beach, CA 92660 P.O. BOX 1768, Newport Beach, CA 92658-8915 Permit Number: N2020-0366 Today's Date : Jun 16, 2020 CASH RECEIPT Plan Check Number: Receipt Number: R000106308 Job Address: 2000 CLIFF DR NB Description: ADDITION OF 2 NEW DRIVE APPROACHES AND 1 CULVERT DRAIN; Owner: SCHOOL NEWPORT BEACH Applicant: TELACU CONSTRUCTION MANAGEMENT INC Date Paid: Jun,16,2020 02:14 PM Total Paid : $1,358.00 Notation: AYLOR/TELACU Initial: DE Description Payment Type Check Number Card Type Payment Credit Crd FOR PLAN CHECKS ONLY: TARGET DATE: VISA Tendered $1,358.00 For status, please log on to www.newportbeachca.gov/building, and select PLAN CHECK STATUS or call (949) 644-3255 NOTICE: PLAN CHECK EXPIRES 180 DAYS FROM DATE OF SUBMITTAL 1-15