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Home My WebLink About20181004_Application'Community Development Department Planning Permit Application 1. Check Permits Requested: D Approval-in-Concept -AIC # D Lot Merger !il Coastal Development Permit D Limited Term Permit - D Waiver for De Minimis Development D Seasonal D < 90 day 0>90 days D Coastal Residential Development D Modification Permit D Condominium Conversion D Off-Site Parking Agreement D Comprehensive Sign Program D Planned Community Development Plan D Development Agreement D Planned Development Permit D Development Plan D Site Development Review -O Major Minor D Lot Line Adjustment D Parcel Map 2. Project Address(es)/Assessor's Parcel No(s) 12282 Channel Road tOQ Civic,CenterDrive Nevvpcrt Beach, Ca.lifornia<92660 949 644-3200 ·new:portbeachca:go¥1communit)lde\tlelopmerat ~J,,ttA,1b>J ( o-"t -to~ D Staff Approval D Tract Map D Traffic Study D Use Permit-OMinor OConditional D Amendment to existing Use Permit Variance D Amendment -OCode OPC OGP OLCP D Other: 3. Project Description and Justification (Attach additional sheets if necessary}: To demolish existing 2 story single family residence with attached 2 car garage to rebuild a new single family 3 story residence with attached 3 car garage. Please see attached letter for additional info. 4. Applicant/Company Name ___ ! J_o_hn_T_._M_o_rg_a_n_Jr_. _-A_R_C_H_IT_E_C_T _________________ ....... J Mailing Address l 18682 BeachmontAvenue Suite/Unit.,...\ _____ __,I I i.--~~~~-r i I City North Tustin State J California , Zip } 92705 Phone { (714) 730-2723 Fax,....! -[l-14_)_7-30--27_2_4 __ ! Email __ { _jtrn_or_ga_n_a_rch_ite_ct_@._ca_.rr_.co_m _____ ......,f 5. Contact/Company Name { John T. Morgan Jr. -ARCHITECT I Mailing Address J 18682 Beachmont Avenue 'l City I North Tustin I Phone f (714) 730-2723 Fax f [114) 730-2724 l Suite/Unit~' ____ ....... State ,...., -C-al-ifo_rn_i_a ____ \ Zip j __ 92_1_o_s ___ _. / Email f jtmorganarchitect@ca.rr.com 0 N J William E. Breech 6. wner ame --;:::==========================================~-----;:::===========: M •1. Add l 2282 Channel Road S ·t IU ·t \ a1 mg ress .:...1 ____________________ __, m e m ~' -------,.-~ C.t .. 1 Newport Beach !.....-c-1-·to-.-----i .-1 -92_6_6_1 ___ _ 1 y . State t a I mia Zip ·.,_f --.-----' Phone J (949) 702-2455 Fax ,-1 ------1 Email .1~ _bi_llb_re~e_ch_@_gm_a_il_.co_m ____ ~ __ ........, 7. Property Owner's Affidavit*: (I) (VVe) ______________________ ___, depose and say that (I am) (we are) the owner(s) of the property (ies) involved in this application. (I) CtJVe) further certify. under penalty of perjury, that the foregoing statements and answers herein contained and the information herewith submitted are in all respects true and correct to the best of (my) (our) knowledge and belief. Signature(s): Vll!fL <-. d, IP 1t'1- DD/MO/YEAR Signature(s): --------------Title:.,___ ________ ___, Date: __ I _____ ~ "1May be signed by the lessee or by an authorized agent if written authorization from the owner of record is filed concurrently with the application. Please note, the owner(s)' signature for Parcel/Tract Map and Lot Line Adjustment Application must be notarized. F:\Users\CDD\Shared\Admin\Planning_Oivision\Appllcations\Application_Guidellnes\Planning Permit Application -CDP added.docx Rev: 01/24/17 PA2018-226 FOR OFFICE USE ONLY\ Date Filed: l O -'-'\.-~ ~ APN No: Ql\~ ':t-i?-0 \ Council District No.: l General Plan Design-a-ti-on"'--:-.....,,\C=--~---0..,......... Zoning District: -+(L __ ., ___ \ _____ _ Coast I Zone: ~ Yes D No Related Permits: 4700-5000 Acct. Fee Pd: ____ """""""" ___________ _ Receipt No: ___________ _ Check#: ---- Visa D MC D Amex D # ----- Development No: 9 2d:> I )s-ef; 5?<-/ Project No: PA"LD \ 'i _. ~ 'L.. ~ Activity No: ( D 2.}{J I f-.. ·1 ftJ:f ----------- APPLICATION D Approved D Denied D Tabled: Remarks: 0Planning Commission Meeting DZoning Administrator Hearing 0Community Development Director APPLICATION WITHDRAWN: Withdrawal Received (Date): APPLICATION CLOSED WITHOUT ACTION: Closeout Date: Remarks: ACTION DATE F:\Users\CDD\Shared\Admin\Planning_Division\Applications\Office Use Only.docx Updated 08/15/17 PA2018-226 UL WILLIAM SIMPSON & ASSOCIATES, INC. S CONSULTING STRUCTURAL ENGINEERS PH. (949) 206-9929 FAX (949) 206-9955 23 ORCHARD, SUITE 250 LAKE FOREST, CA 92630 www.wsase.com e-mail: mail@wsase.com September 27, 2018 John T. Morgan Jr., Architect 18682 Beachmont A venue North Tustin, CA 92705 RE: BULKHEAD CONDITIONS REPORT FOR COASTAL DEVELOPMENT PERMIT Mr. William Breech; Applicant 2282 Channel Road City of Newport Beach, County of Orange WSA Job #7254-2 Dear Mr. Morgan, William Simpson & Associates, Inc., (WSA) is pleased to provide this report in accordance with Section 21.30.15.E.3 of City ofNewport Beach Municipal Code STATEMENT OF THE PREPARER'S QUALIFICATIONS Plamen Petrov, P.E., the preparer of this report, holds a Master of Science in Structural Engineering from University of Architecture, Structural Engineering & Geodesy of Sofia, Bulgaria, and is a Licensed Civil Engineer by the State of California Certificate No. C6694 7. For the last 19 years of his professional career he has been actively involved in the design and entitlement of many Waterfront Developments such as custom homes, seawalls, piers, platforms, floating docks and marinas. A great number of Bulkhead Condition Reports prepared by him have been reviewed and accepted/approved by California Coastal Commission. All the above being said, Plamen Petrov, P .E. shall be considered a qualified preparer for the Bulkhead Condition Report on this project. OBSERVATION A cursory observation of the existing seawall/bulkhead was conducted by a representative of our office on May 11th, 2018. Observed was the visible/exposed portion of the waterfront face of the seawall. Due to the site conditions, tie-backs were not accessible, thus observed. FINDINGS The jetted-in pre-cast concrete panels and cast-in-place concrete coping of the seawall were found in a generally good condition, with some minor repairable cracks, which is typical for a seawall of this vintage. PA2018-226 CONCLUSION Upon review of the available Architectural Drawings for the proposed development on the site, we conclude that the existing seawall is required to protect the proposed principal structure. Based on the conducted cursory observation, we assume that no repair or replacement of the seawall shall be anticipated in the next 75 years. If found not adequate for the actual sea level rise over the next 75 years, the bulkhead assembly allows to be increased in height per the enclosed STD-601-L without further seaward encroachment. If during this period the seawall displays any sign of distress that requires immediate attention, it should be repaired or replaced at that time accordingly, without seaward encroachment from its current location. The above conclusion was prepared based on the existing conditions, proposed drawings, and within the inherent limitations of this study, in accordance with generally acceptable engineering principles and practices. We make no further warranty, either expressed or implied. William Simpson & Associates, Inc. appreciates the opportunity to work with you towards the successful completion of your project. Should you have any questions regarding this report, please give us a call. Respectfully submitted, Plamen Petrov, P.E. Senior Project Manager Enclosures: STD-601-L Masoud Jafari, S.E. Principal PA2018-226 .,,---------------------------------------, 2-#4 CONT. EPOXY-COATED PER ASTM A934 8" PROPERTY, BULKHEAD OR OTHER BAYWARD LIMn 8" CONCRETE BLOCK WALL ADDED TO TOP OF EXISTING BULKHEAD u~~=t=::;=--ELEVATION NOTE: #5@ 24" O.C. DRILL AND EPOXY BARS PER MANUFACTURER'S RECOMMENDATIONS INTO EXISTING COPING TOP OF IMPROVEMENTS 6" -- MIN. ----\:?-/--< !>I EXISTING TIE R~-D-~------------------·. • . . •I" ALTERNATE "A" (CONCRETE BLOCK) 11/2" CHAMFER (TYPICAL)-------. #4 CONT. EPOXY COATED A934------ CONCRETE: f'c = 5,000 PSI (MIN.)--~ W JC RATIO = 0.40 (MAX.) #5 @ 24" O.C. DRILL AND EPOXY BARS PER MANUFACTURER'S RECOMMENDATIONS INTO EXISTING COPING TOP OF IMPROVEMENTS MIN. . I? I> EXISTING TIE ROD~ --------------------->-,:----t \----------- ALTERNATE "B" (POURED-IN-PLACE CONCRETE) I>.· I I> EPOXY SHALL CONFORM TO ASTM C881 STANDARD AND BE USED IN STRICT ACCORD WITH THE MANUFACTURERS PRINTED INSTRUCTIONS. CITY OF NEWPORT BEACH DETAIL FOR RAISING BULKHEADS APPROVED: Drawn: R. OKADA Date: JULY 2004 DRAWING NO. + 10.0 M.L.L.W. ROUGHEN FOR BOND AND APPLY EPOXY EXISTING COPING EXISTING BULKHEAD PROPERTY, BULKHEAD OR OTHER BAYWARD LIMIT ELEVATION + 10.0 M.L.L.W. ROUGHEN FOR BOND AND APPLY EPOXY BONDING AGENT PER MANUFACTURER'S RECOMMENDATIONS. EXISTING COPING EXISTING BULKHEAD REV. 01/17 PUBLIC WORKS DIRECTOR Scale: N.T.S. STD-601-L PA2018-226