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109-1911
4 DEPARTMENT OF THE ARMY LOS ANGELES DISTRICT, CORPS OF ENGINEERS P.O BOX 532711 LOS ANGELES, CALIFORNIA 90053-2325 REPLY TO ATTENTION OF: September 6, 2001 Office of the Chief Regulatory Branch Mr. Max Gordon c/o City of Newport Beach Attention: Tony Melum P.O. Box 1768 Newport Beach, California 92658-8915 Dear Mr. Gordon: This is in reply to your application (File No. 200100993-CJF) dated March 21, 2001, for a Department of the Army Permit to conduct maintenance dreding, per RGP 54 in Newport Bay, Newport Beach, Orange County, Californina. This letter authorizes dredging at one site within Newport Bay (see below). City Site Address Cubic Square Beach Ocean Harbor Yards Feet Disposal Disposal Permit # 109-1913 1913 E Bay Avenue 455 1400 95 360 Based on the information you have provided, the Corps of Engineers has determined that your proposed activity complies with the terms and conditions of Regional General Permit (RGP) No. 54. As long as you comply with the general permit conditions of RGP No. 54, an individual permit is not required This letter of verification is valid until July 24, 2005, when RGP No. 54 will expire. A general permit does not grant any property rights exclusive privileges. Also, it does not authorize any injury to the property or rights of others or authorize interference with any existing or proposed Federal project. Furthermore, it does not obviate the need to obtain other Federal, State, or local authorizations required by law. -2- Thank you for participating in our regulatory program. If you have any questions, please contact Cori Farrar of my staff at (213) 452-3296. Sincerely, Mark Durham Chief, South Coast Section Regulatory- Branch STATr OF CALiFORNIA - THE RFsnuRCEs AGrNcy GRAY DAVIS r ove CALIFORNIA COASTAL COMMISSION South Coast Area Office 200 Oceangate. Suite 1000 •� Long Beach, CA 90802-4302 (562) 590-5071 September 4, 2001 Mr. Tony Division off Harbor Resources � City of Newport Beach P.O. Box 1768 Newport Beach, CA 92658-8915 Subject: Condition Compliance — Coastal Development Permit 5-99-282 & Conformance with Consistency Certification CC-078-99 Dear Mr. Melum: Commission staff have received information submitted as evidence of compliance with Coastal Development Permit 5-99-282 and/or as evidence of conformance with Consistency Certification CC-078-99 for the following sites in the City of Newport Beach: City Harbor Permit # Site Address Beach Disposal? Yes/No Beach Disposal Qt ' ds3 Ocean Disposal? Yes/No Ocean Disposal Qt 2 ds3 Cumulative Total3 for 2001 On March 26, 2001 and on June 6, 2001, the City previously requested the Executive Directors' concurrence that the dredging, beach disposal, and ocean disposal activities related to the project at 1913 E. Bay Avenue were consistent with CDP 5-99-282 and CC-078-99. Due to the close proximity of eelgrass beds to the subject site, Commission staff requested that you prepare a detailed eelgrass survey of the project area. Your most recent submittal, received on September 4, 2001, contained a survey prepared by Coastal Resources Management dated July 26, 2001. According to the survey, eelgrass beds are located 27.7 feet west of the project area. Special Condition 3 of CDP 5-99-282 and the agreement under Consistency Certification CC-078-99 require that all activities occur at least 15 feet from any eelgrass bed. Since the proposed activities would be located 27.7 feet from any eelgrass bed, the proposed development would be consistent with special conditions and agreements under CDP 5-99-282 and CC-078-99 related to eelgrass beds. Commission staff have reviewed the information submitted and determined that the above referenced dredging events conform with Consistency Certification CC-078-99 and that no further federal consistency review is necessary from the Commission for the dredging component of the project. In addition, the proposed beach disposal has been reviewed and found by the Executive Director to be consistent with Special Conditions 1, 2, and 3 of Coastal Development Permit 5-99- 282. No further review is necessary from the Commission for the beach disposal component of the project. Please be advised that only the project described in the materials submitted for the site listed above has been found to conform with Consistency Certification CC-078-99 and/or conform with the terms and conditions of Coastal Development Permit 5-99-282. Any change in the project may 1 Not to Exceed 500 cubic yards per dredging and beach disposal event 2 Not to Exceed 1,000 cubic yards per dredging and off -shore disposal event 3 Not to Exceed 20,000 cubic yards per year Condition Compliance - 5-99-282 Consistency Certification Compliance — CC-078-99 Page 2 of 2 cause it to lose its status as consistent with CC-078-99 and/or CDP 5-99-282. This certification is based on information provided by the recipient of this letter. If, at a later date, this information is found to be incorrect or incomplete, this letter will become invalid, and any development occurring at that time must cease until a new determination regarding conformance with CC-078-99 and/or CDP 5-99-282 is obtained. If you have any questions, please contact me at (562) 590-5071 or Mr. James Raives at (415) 904-5200. M mg Coastal Program Analyst Cc: Mr. James Raives, California Coastal Commission Mr. Erik Larsen, U.S. Army Corps of Engineers GALIFORNIA COASTAL COMMISSION South Coast Area Office 200 Oceangate, Suite 1000 Long Beach, CA 90802-4302 (562) 590-5071 June 15, 2001 Mr, Tony Melum Division of Harbor Resources City of Newport Beach a P.O. Box 1768 Newport Beach, CA 92658-8915 Subject: Condition Compliance — Coastal Development Permit 5-99-282 & Conformance with Consistency Certification CC-078-99 Dear Mr. Melum: Commission staff have received information submitted as evidence of compliance with Coastal Development Permit 5-99-282 and/or as evidence of conformance with Consistency Certification CC-078-99 for the following sites.in the City of Newport Beach: � � R� t[3ItCcLs1 i�`ll��i�ii� ► . �� iF �`1�iC�� ► . �'� Commission staff have reviewed the information submitted and determined that the above referenced dredging events conform with Consistency Certification CC-078-99 and that no further federal consistency review is necessary from the Commission for the dredging component of the project. In addition, the proposed beach disposal has been reviewed and found by the Executive Director to be consistent with Special Conditions 1, 2, and 3 of Coastal Development Permit 5-99- 282. No further review is necessary from the Commission for the beach disposal components of the project. Please be advised that only the project described in the materials submitted for the sites listed above have been found to conform with Consistency Certification CC-078-99 and/or conform with the terms and conditions of Coastal Development Permit 5-99-282. Any change in the project may cause it to lose its status as consistent with CC-078-99 and/or CDP 5-99-282. This certification. is based on information provided by the recipient of this letter. If, at a later date, this information is found to be incorrect or incomplete, this letter will become invalid, and any development occurring at that time must cease until a new determination regarding conformance with CC-078-99 and/or CDP 5-99-282 is obtained. " Also, Commission staff note that your submittal on June 6, 2001 included a request for review of dredging and disposal at the beach and at sea for a property located at 1913. E. Bay Avenue (City Harbor Permit No. 109-1913). You previously requested review of this property in your submittal dated March 26, 2001. In a letter dated March 29, 2001, Commission staff previously advised you that additional information —a detailed eelgrass survey- is needed to analyze the consistency of the ' Not to Exceed 500 cubic yards per dredging and beach disposal event z Not to Exceed 1,000 cubic yards per dredging and off -shore disposal event 3 Not to Exceed 20,000 cubic yards per year Condition Compliance - 5-99-282 Consistency Certification Compliance — CC-078-99 Page 2 of 2 activity with CDP 5-99-282 and CC-078-99. Your most recent submittal did not include the survey requested, therefore, Commission staff are unable to process your request. Please refer to our letter dated March 29, 2001 (attached) for additional information regarding this matter. If you have any questions, please contact me at (562) 590-5071 or Mr. James Raives at (415) 904-5200. Sincerely Karl Schwing Coastal Program Analyst Cc: Mr. James Raives, California Coastal Commission Ms. Susan Sturges, U.S. Army Corps of Engineers STATE OF CALIFORNIA - THE RESOURCES AGENCY GRAY DAVIS, Governor CHL"IFORNIA COASTAL CONIN41ISSION South Coast Area Office 200 Oceangate, Suite 1000 Long Beach, CA 908024302 (562) 590-5071 March 29, 2001 Mr. Tony Melum Division of Harbor Resources City of Newport Beach P.O. Box 1768 Newport Beach, CA 92658-8915 Subject: ADDITIONAL INFORMATION NECESSARY TO ANALYZE CONDITION COMPLIANCE - COASTAL DEVELOPMENT PERMIT 5-99-282 & CONFORMANCE WITH CONSISTENCY CERTIFICATION CC-078-99 HARBOR PERMIT# 109-1911: 1911 & 1913 E. BAY AVENUE HARBOR PERMIT # 130-2692: 2692 BAYSHORE DRIVE Dear Mr. Melum: On March 26, 2001, Commission staff received information submitted as evidence of compliance with Coastal Development Permit 5-99-282 and/or as evidence of conformance with Consistency Certification CC-078-99 for the above listed sites. Please accept this letter as notification that additional information is necessary to determine whether the dredging and beach replenishment projects cited above are consistent with the terms and conditions of 5- 99-282 and CC-078-99. According to the eelgrass inspections submitted, there is eelgrass within the vicinity of the proposed development. Given the close proximity of the development to the eelgrass beds and the informal nature of the eelgrass inspection submitted, it is difficult to confirm that eelgrass is 15 or more feet away from the development area, as required by Special Condition 2 of Coastal Development Permit 5-99-282. Furthermore, Special Condition 2 requires that an eelgrass survey be submitted which fully complies with the 'Southern California Eelgrass Mitigation Policy' (SCEMP) (see attached). Section 2 of the SCEMP requires that the project sponsor thoroughly map the project area including the "...area, distribution, density and relationship to depth contours..." of eelgrass beds in the project area. The pre -project survey must be detailed enough to determine, through a comparison with a post -project eelgrass survey, whether any direct or inadvertent impacts to eelgrass occurred as a result of the project. The "eelgrass inspection" submitted does not provide this detailed information. Therefore, please submit a detailed eelgrass survey of the project area which has been prepared by a biologist with expertise in mapping aquatic vegetation and which fully complies with the terms and conditions of Coastal Development Permit 5-99-282 and the SCEMP. Please note that this survey must be prepared in consultation with the California Department of Fish and Game. In addition, consultation with the National Marine Fisheries Service would be appropriate. Also, since the proposed development is occurring in close proximity to eelgrass beds, please explain through a detailed description and drawings how the work will occur without disturbance to eelgrass beds. For instance, if a barge or other floating equipment is utilized, please identify where the equipment will be staged and where any anchors will be placed in relation to the eelgrass beds. Please note that if work is occurring within 15 feet of any eelgrass bed, or work may cause any direct or indirect impact to eelgrass beds, an amendment to Coastal Development Permit Condition Compliance 5-99-282 Page 2 of 2 5-99-282 or a separate coastal development permit may be required. In addition, an amended or separate consistency determination may be necessary. Upon submittal of the additional information requested, Commission staff will determine whether your requests may be processed as a "condition compliance" matter or whether a separate Commission action (i.e. permit and/or consistency determination) is necessary. If you have any questions, please contact me at (562) 590-5071 or Mr. James Raives at (415) 904-5200. Sincerely, _ Karl Schwing Coastal Program Analyst Cc: Mr. James Raives, California Coastal Commission Ms. Susan Sturges, U.S. Army Corps of Engineers Attachments: Southern California Eelgrass Mitigation Policy Harbor Permit # 109-1911: 1911 & 1913 E. Bay Avenue Harbor Permit # 130-2692: 2692 Bayshore Drive Date �......_ Date Date Date Ok,Date...-- Delp Date Date Date _ ` Date Dare CITY fln ' WPORT ®EACH FIRE MARINE V- ATMENT HAROt,rt P APPLICATION (Please print all information) Marc Gondon 1018 E. Bay Ave. l��r Ap ant{P '"�— noperH 9wn®t► Address Tala ho 1913 E. Bay Ave„ Balboa 3 claw Conatructlon _____— Ravkion „-__ Malntenanaei Dredglnp a Fss 377.Q0 __--. Chaat:Me. _., 01136 Data-. 1/11/11 maintenance dredging 5. Brief 0WaGJtptiUn of proposed 1�orh:__._, —_------_—.— Euhrmm a Inn 1110 Dratadngs (3), Include: Locatton and dlmenslon of proposed structure Including piles and iooetion of existing sivuolures on 03went proportias. 1l Location of bulkhead, pfarhaed and pro)act On", 3) location of property linsa, a) Location of channei markors within 200 feet 5). Lot sl8ana and tot numbers, if available, 5) Edstl ig gfduno pro411a beneath proposed structure, ?) Elevation of top and bosom of bulkheads and piles with respect to M.L. L. W 8). AVaa and profile of any proposed dPadoing with elevationa showing depths with raspe0t of M L 9) Any sped conditions affecting the construction or ®(testing boating oparatlons 10).Complsta all Inkarmation required in information block. bottom of sheet. Nola that the OWNER. of the property Is fho applicant 1 +. ).Drawing size shall be a • 112" x 1'". 12).9Gaie shall ba adequate to Clearly show ltoe above Information. I3).Fxlsdng sirvcturas shall be shown In light dashes. New work shall be shown In heavy solid lines Owner-Suil ler Declaration must to completed (on reverse A of this sheet) l 1/31/01 B d,ppltrarst'a7AQent"e f3lgaeflur®:;/ .r^`- Date �.^A...._.___._... Joint Perrnta" Signature (Bf ipplle� t __ Data: H 'odor¢ can begin once the City has received evidence of the following additional approvals and yarn nave been notlUtd to proceed. ff YOU begin Phof to the notka you Will be in vlolation Of the Vewporl Aeacn mama ml Ctkycl And suble& to pit its . 10 your permit will root be finat until 'Aft have conducted an on site ihspeetlon once construrtion complotad eke per Municipal Code, SsGtion 17,24, if we have not been contacted tot a final inspection O"ICE Ube ONLY Approval In Concept. Approval of the City of Newport Bestir Council. Approval of the A" Corps of Enginsam Approv®I of the Callfomn a Conat®I Commission. Approval of the City's Public Works Depatbtment Approval of the City's (Building Oepehmant. ..___._... Approve( of County of Change, Efec ifjosl arid/or plumbing parmlt (Building oeportr~arnt) _.r leaved. (Permit is staimped drawing) Slto IniepetMon, (tall 044-Soo for apteainlment) Site Ra4reupection Condhlonm: Zo'a cSt£9 evs Bre nuI Le Lf5 VVD- 6o 'f f7-CZ-Gn1y 13 A erSf 1.vtoq (r� e LO IAV It F1� �- flO �PE�tvefoh bAUD/�� 4rca3 r+ QCE,g� F 5' V IC I IJ I Tr tIhLiz y-t ���•Pi �Q) :JAL ibrrr W.Y paUeti►MIA �� F 1J141kL'40"/!' �:_)5 ISounoinyt are expressed in feet and denote i Iurpths below clean Lower Low `.later. Maximum rnnqu of side approximatcly 10 feet. Harbor lines are established in this'section Newport aay• AZ4AC1;Wr 4°R9PfMCT'*1( ONW(-`9` C5 'icnry CU, d��!*,�tiaA, _ _ _ __ u.�. ►�-nt�.cr uu� y I I M 1`1 n r) rl t-1_..,.Tia I LI kin O'L1G AY1 +ILIC IV. ore,, � x� dy'�e-41e!% µloop KErP.iw,J14C. WALL ,b 42; Qram(. PAFwLL ( ) M05 1907 1,1909 1 1911 IgIJ prop, sa:l �r e, rJ.'j 0 I N I A. —e. •� i r. L07- r6L I i 2 �.1r» .�G��.`�� : �'� 13 tqi 3 t:, i�t� Av B • � --- 170-d STES 8b9 6b6 nul-La"IRWL LaLIS VVO; 60 10-L.7_-Linty" i,'ERMI-1 NO, DREDGING APPLICATION Loc&tmn: 1913 E. Say Ave., Balboa 33"35.958' N 117*53.178' w Cutw. Yards to be Dredged: 455 cubic yards Mol-hod Lit Dredging: hydraulic suLtIon Dredged Material (Graijt size da(a): rOport er)Closed. of Dredged Material: hal-11 to sea and dum "iethod of MitttrlAl Disp&sitionbarge tei sea at L.A, 3, Litik,udp 31' 31,42"N, Longitude 117' 54'481' W will sc,"Iedule work when we have permit r'r:'rp BeglmyProject Er�-15 Lorenzo C. Mil ley.' hereby certify thj(h,, na,,[-rcail tl-' 5 Army Corps of Engineers permit, RCF#54 and the California Coastal Cornnii�.wn pi r,-% m99.1182 for maintenance dredging in Newport Harbor and. that I will u)mpkwilt- ill 'o )!)dmon-S of those pennits. I will further hold the City harm ess from and inde.n n i Owl! zgalrist any daLm for damages arising, out of the exercise of these permits In ;mohcant shall reirnburse the City of Newport Beach for "Al) artorney S feet' and otm(.'r ex'Ocrrjled by them in defending any claim, Lawsuit. ot-judgornQnt arising cut of Ow ),-t- 1 'ICAnt carried on tinder the authority of such permit, Max Condon A.pplicant - Please "Tint Jan. 31, 2001 Dote Conrract,n - A TIT, pph:aW/ , gent 0101d STSS evs 6VG au 1 -4 a aIPtuL Let -IS VVD , SO To- POST DREDGING COMPLETION REPORT The flee shall send one (1) copy of the post -dredging report for each e'ornplrleJ m,iic•kluol dyed g project to the Corps and the CCC documenting compliance with all gcncral call 9. conditions defined in this permit. The post -dredging report shall be sent within 15 clay~ after completion of the complete individual dredging project authorized in this peanut. Iln- post -&edging report shall include the following information for the conirk-WO MI( icluol dredlitg project 1. Poemit Number:� ^ / q / 3 2. %XnDate: 72 50Completion Date: 10/01/01 3. T$1 dredged material to Beach: _ — toSea (LA3): 455 cubic yards 4. Mode of dredging and transportation, and method and frequency of disposal: Hydraulic suction transported through a pipeline into a dump barge and then dumped at LA3. 5. tug or other vessel logs documenting contact with USCG M50 Long Beach holore cash trip *.the LA-3 ocean disposal site. $C G Contact: Yes X No; 6. 1Rorm of dredged material: Slurry X Cohesive 7. Procedure and location where the disposal barge or scow was washed. No washing necessary. 8. � certified report from the dredging site inspector and the captain of any tug or other c•cs,c l used to transport and dispose of dredged material at LA-3 indicating all general and ahc•ri.,l pi�rmft conditions were met. Any violations of the permit shall be explained in clVla,l conditioning permits were met Yes X No 9. Pbet-project surveys of Eelgrass beds potentially affected by the clncit;inh,: Not necessary as no eelgrass was identified in dredging 10. the post -dredging report shall be signed by a duly authorizes{ representative •,i th•• plrmittee. The permittee's representative shall retake the following certification: 1 orrti& under penalty of lam that this document and all attachments lvere prepared im,ler my d#ction or supervision in accordance with ,t system designed to ensure that yualrlied pvnonnel ptoperly gather and evaluate the information submitted. Based on my ingtfinl of the ln•r:,ut ar persons who manage the system, or those directly responsible for Sat/wring the irilinwdhnn. +hr i*br•mation submitted is, to the best of Pity knowledge and belief, true, accurate, ,urd rongrlth• + ,,u, a"m that then are significant penalties for submitting false infortrtativa, arcludin„ Nu ttns•andtn/ r, )*e and imprisonment for knotting violations. Signature _ f r _'_1 �' Y 0� IJF�1Jl�G►�T-- �EJ�C.N J Lj lot _� J J C'a4w 4( r I } nim ufLRYR � o a r 1yyt,�\\ IL sP a 7 y�r.r rC "u^ lea #01.4/e.00t0h ���Yc.s � QC�4At � Y'pnpestl P' VIC11.J1TY SV,ETCH tj"Y,�cme,. Le: l 0-t 4�F.1.+R�Mt' Oav, uuro•w IA ' ..� are erpralsed In feet and damote belOwMCAn Lower Low water. haxlmvm t,de approRlmatcly IO feet. harbor are asteblished in thissection Newport Bay• gpG6NT t"ROPE.fTY OWNtk•` HARBOR RESOURCES DIV. KoaEKT CITY OF N ORT BEA H u 5 ELT uu� Oraq, t 4 W eu/ fi. S. I�L.��J-iE�P JUE 6,r/ ,4; .J,i 6'm w000 r2grs,I,JttJG WALL. —�-- - - I.49K5G81. O rAa�n4R/2 LL 7i90T I l Mil 91 �•vY".>F.1�tr� t,Y�!'lE.: "1.ExX1i�. , od ��b p,[�js.F�ti' �913 t9�3 C• bhh�' AVE Do'd Si£4 9b9 606 e a ti t5�s f -r o r r KCJL I ry-:Vv.t r,r !^Y-OKNaGE (Zdt y' Aux . OMVu,LL045 veo=60 t0-t. 7_-Ginty w .y CITY OF NEWG ORT BEECH CITY OF NEWPORT BEACH /� NEST N ART BRY 3 „Q v... 66( - °tt F� Y� I BAY AC IFIC CC �i� ' EAN WEST VICINITY MR JETTY AS PROFILE 1' 40' NDM aw, 1Tr JETTY SOUNDINGS ARE EXPRESSED IN FEET AND DENOTE ELEVRTIONS BASED ON MEAN LOWER LOW WATER. uN--- II I II i I /II i t t II b TI --'- I a I i a!�/2 1 Rcvnov 0,j /yioce— Floaftvks �ocic t 9 q", o/c 9cvno✓e awl red, l: c e- Per sI-d 6rIL 1 cr6Swar Per 544 , 0 V- L PLAN VIEW 1' = 40' APPLICANT'S NANE N.EVt 5YGorjvo Aj JOS ADDRESS %9// /�j/ ] �. g� Y DATE y �2C3 Gj8 CITY OF NFWPORT BEACH HARBOR PERMIT T"' TO A.v . aunWN o THE PERMIT NO.� CITY OF NEWPORT BEACH FIRE MARINE DEPARTMENT HARBOR PERMIT APPLICATION (Please print all information) 1. Applicant (Property Owner) Address Telephone 2. Project Address (Street Address) 'Harbor Permit Number 3. New Construction 4. Fee ?-35 / Revision Maintenance 7/ Dredging Check No. aon 5,-46 Date r Rricf nncrri nfinn of PnnnncoA VIrn,4• 6. Submit 8 1/2" x I V Drawings (3), Include: 1. Location and dimension of proposed structure. 2. Location of bulkhead. 3. Location of property lines and lot size. 4. Location of channel markers within 200 feet of proposed project. 5. Existing ground profile, and area and profile of any dredging with elevations showing depth relative to MLLW. 6. Elevations of top and bottom of piles and bulkheads with respect to MLLW. 7. Any special conditions affecting the construction or affecting boating operations. 8. Owner Builder/Contractor Declaration/Insurance Information. 7, Owner -Builder Declaration must be 8. Applicant's/Agent's Signature: erse 'de of this sheet) ✓j Date:'. Vic' 9. Work can begin once the City has received evidence of the following additional approvals and you have been notified to proceed. If you begin prior to the notice you will be in violation of the Newport Beach Municipal Code and subject to penalties. 10. Your permit will not be final until we have conducted an on site inspection once construction is completed as per Municipal Code, Section 17.24, if we have not been contacted for a final inspection. OFFICE USE ONLY Approval in Concept. Date Approval of the City of Newport Beach Council, Date Approval of the Army Corps of Engineers Date Approval of the California Coastal Commission. Date Approval of the City's Public Works Department. -1-6) �jJ ����� Date Approval of the City's Building Department. Date Approval of County of Orange. Date Issued. (Permit is stamped drawing. Date — 'fL Site Inspection. (call 644-3043 for appointment) Date Site Re -Inspection Date Conditions: OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the contractor's license law for the following reasons: (Sec. 7031d.5, Business and Professions Code), Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provision of the Contractors License Law (Chapter 9, commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty for not more than five hundred dollars ($500). 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or improve for the purpose of sale.) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects who builds or improves thereon, and who contracts for such projects with a Contractor'(s) License pursuant to the Contractor's. License Law). I am exempt under Sec. of Business and Professional Code for this reason: Owner's Signature: �r Date: � Contractor: / t Z (f� �Il T Telephone: ;2 S —% �S— V r^�1 c/ Address: DUU 7U" '. ,"iYC-C.9 License class State Board No. 5 Od-0,95 City License No. LICENSED CONTRACTOR'S DEC LAR TION I hereby affirm that I am licensed er prov' 'ors of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Pro ns C e, and my license is in full force and effect. / Contractor's Signature Date: P ` ', BUYERS- NAME(S) ADDRESS OF FACILITY: PERMIT # William T. Hadley !911 >mf r' - Aw.. I / -/ /y/ .-Yi L- I I CHECK NO. J DATE APPROVED BY: OCHD ❑ ENG ❑ COUNCIL ❑ UB41C WORKS ❑ ' EPT. ❑ E9Cj10W IINSPECTION OF n a William T. Hadley Butt nw (ABOVE NPNIES TO BE TYP.ED,� nc mull PR SIGNATURE OF BUYER IS REVOCABLE BY THE CITY COUNCIL IN CITY OF NEWPORT BEACH. CALIF - SIGNATURE OFF SUYEg,' e ITH TITLE 17 WX FOPM 0]1 DI] P[V. , 23 Corporate Plaza, Suite 120 Newport Beach, CA (714) 640-2225 November 7, 1995 City of Newport Beach P.O. Box 1768 Newport Beach, CA 92658-8915 RE: Harbor Permit 0109-1911-1 Property: 1911 East Bay Avenue, Newport Beach, CA Our Escrow No. 04-7921-JM Dear Sir: In connection with the above referenced property, I am enclosing the following items to conclude this transfer. These items are: 1. Copy of correspondence from the City of Newport Beach dated 11/3/95 2. Permit (set) for the buyers, Medley, executed by all parties 3. Modification Committee Finding and Action, Application No. 561 4. Certified copy of executed Grant Deed dated 10/6/95 5. Report of Residential Building Records, executed. Please forward permit and any necessary paperwork to the entitled owners at tl:e property address. Sincerely, THE HERITAGE ESC�ROOWWf( COMPANY OF ORANGE COUNTY Julie McMillan Escrow Officer cc: Mr. & Mrs. W.T. Medley CITY OF NEWPORT BEACH P.O. BOX 1768, NEWPORT BEACH, CA 92658-8915 November 3, 1995 Heritage Escrow 23 Cforporate Plaza, Suite 120 Newport Beach, Ca. 92660 Re: Harbor Permit 0109-1911-1 for 1911 East Bay Avenue, Newport Beach. Escrow # 04-7921-JM Sirs: Regarding a pier permit transfer for the property located at 1911 East Bay Avenue, Newport Beach, the structure was re -inspected on November 3, 1995, at which time it was determined that it conforms to City standards. Once we have the Transfer Application card, with the signatures of both the buyer and er, the permit will be transferred. Pes rd Harbor Inspe cto 3300 Newport Boulevard, Newport Beach CITY OF NEWPORT BEACH P.O. BOX 1768, NEWPORT BEACH, CA 92658.8915 October 20, 1995 Heritage Escrow 23 Corporate Plaza, Suite 120 Newport Beach, Ca. 92660 Re: Harbor Permit 0109-1911-1 for 1911 East Bay Ave, Newport Beach. Escrow # 04-7921-JM Sirs: The City of Newport Beach Marine Department has received a request to transfer pier permit 0109-1911-1 for the property located at 1911 East Bay Avenue, Newport Beach, CA. The facility was inspected on October 19, 1995. We cannot transfer the pier permit until the following deficiency has/have been corrected and WE HAVE BEEN NOTIFIED OF THE CORRECTION: 1. A City -approved anti -syphon device is required at the water connection for the water supply to the pier and float. A sketch showing the approved type of device and its installation is enclosed. The device presently on the water service is no longer an approved backflow prevention device. This requirement is in accordance with Title 17 of the California Administrative Code. 2. The electrical receptacles must be either GfI or twist lock for use in a water environment. The Newport Beach City Council Harbor Permit Policies .state: 10.D. "At the time of transfer, all harbor structures shall be inspected for compliance with the City Is minimum plumbing, 'electrical and structural requirements, and the conditions of the existing permit. All structural deficiencies must be corrected prior to transfer of the permit." P E AD E THIS DEPARTMENT WHEN THE ABOVE DEFICIENCIES HAVE BEEN Please call 644-3044 to request a re -inspection. es Armand Harbor Inspector 3300 Newport Boulevard, Newport Beach CITY OF IJEL,1�0�'iT I�FJ>GN MMA L. I� TO L _.—..__..... & 7 «m WFW u n1S, uD I. NO OREr,�1146 Luunrlin�,!s are expressed in feet and denote d �:pt hs below Mean Lower Low Water. Maximum IJ! RUN Mv NE V iCl IJ TV SI�,F_TGN uE.sr hlEwWrsr Y C?i-.!Ao r'w iA �-_ ye i jeT- E2kY AVElJUE (t7.) (3, 12rx 40' 51 42. C,CT�L_ PAR`eL PARccL j F105 1.1907 1 190-1 1 1911 1 191.) Al- EY 7/7/wiLLiA.m WADE Pf2QPG��E� 8�1t KHEs\D II W�fJRY �LcbGIN6HAhr1 - - -� I SYD e)OTT'JN wTTi 4 L.�j l=� _Ir1WTS I IF l IE'. CCr ALD "5SELL L01- rAKCEL 1 A 2 ADO _ t/.1911.19i3 9, 9,AYAVE. -- � IVIR:7f:T OKA06F cVJrIT{-CqL 23 Corporate Plaza, Suite 120 Newport Beach, CA (714) 640-2225 October 9, 1995 City of Newport Beach Marine Department P. 0. Box 1768 Newport Beach, CA 92659-1768 ATTN: Armand RE: Property Address: 1911 East Bay Ave. Newport Beach, CA Owner/Seller: Sydney G. Button Buyer: William T. and Paula J. Medlely Escrow #04-7921-JM We are enclosing a check in the amount of $300.00 for the marine inspection. Please complete your inspection and forward the results to us at Heritage Escrow, 23 Corporate Plaza, Suite 120, Newport Beach, CA 92660 as soon as possible as our Escrow is scheduled to close on or before November 3, 1995. Thank you. Sincerely, TH HERITAGE=�O� OMPANY OF ORANGE COUNTY Ju,Y'e McMillan E crow Officer JM/jlm BUYERS' NAMEIS) ADDRESS OF FACWTY: • r{ APPROVED BY: DATE APPLICATION IS HEREBY MADE TO TRANSFER HARBOR PERMIT aplor Pillsbury OCHO Y uev Cnn4 .Ir_ _ B M HU S' A E ENG ❑ (ABOVE NAMES TO BE TYPED) P v - COUNCIL SIGNATURE OF SELLER SIGNATURE. OF BUYER - PUDLICRWORKS - : DEPT. ' ESCROW SIGNATURE OF SELLER _ SIGNATURE OF BUYER LL it BPECTION -- - SIGNATURE OF JOINT OWNER - APPLICATION APPROVED (DATE) i - CITY HARBOR COORDINATOR _ SPECIAL CONDITIONS: THIS PERMIT IS REVOCABLE BY THE CITY COUNCIL IN ACCORDANCE WITH TITLE 17 OF THE MUNICIPAL COPE. t F ' CITY OF NEWPORT BEACH, CALIF. WA FORM a -Iola Rev, 1 BUYERS' NAMEIS) Max uondon, Jr. OCHD ENO COUNCIL PUBLIC WORKS DEPT. ESCROW INSPECTION El, ADDRESS OF FACILITY- .91.3 E. Bay TELEPNON! NO. I FEE 'PLICATION 15 HEREBY MADE TO I, or Pillsbuzy ;]�t2t Tire+ .LEERSNAMEISI (ABOVE PIS APPLICATION THE CITY COUNCIL IN PERMIT % 109-1911-2 CHECK Max Gondcn, Jr BUYERS' NAMEISI TO BE TYPED) (DATE) - -� CITY OF NEWPORT BEACH, CALIF.lp Wl FORM O.IOU 0[Y. I' P.O. BOX 1768, NEWPORT BEACH, CA 9265M915 April 29 1994 Residential Escrow 120 Newport Center Dr., Suite 16o Newport Beach, Ca. 92660 Re: Harbor Permit 0109-1911-2 for 1913 E. Bay Escrow #15442-MS Dear Sirs: Regarding a pier permit transfer for the property located at 1913 E. Bay, Newport Beach, the structure was inspected on April 29, 1994, at which time it was determined that it conforms to city standards. Once we have received the pier transfer card, signed by both the previous owner and the new owner, and the $300 transfer fee, we will. be able to tran-fer the pier permit. Wes Armand Harbor Inspector 3300 Newport Boulevard, Newport Beac}2 �`% '0i- I—�i1�aY'uia� •-ram--®� OAWP !- Y papbsr'/ 'I 's bdh;.iaGv'�Yi' &tea �ASJM7�al�� Soun�s are ssxpressed In feet and denote OL,pths below glean Lower Low Water, Maximum range of title approxin,<?tely Ip feet. Harbor lines are established in this -section N R�J ewport ay. �P�pR.Op" y%•o+m .®.�.�. --- • tees. �.� ��.,..�...�.�. of i V' ✓ \ I '7t . l� pk� WALL �1 �+MxreL, rAr_L f1105 1907 1909 1911 1915 lros' SCeI /)r P,. rartcLG -�-�---- _._Dayv.:l;'ls,a,ry TDN t�1" �'L V� 15 AR40 ^ Ian ., : �1: a o 1v� �� 9 a 6 G. • • Ig� � , e�,4� A•dPc: DEPARTMENT OF THE ARMY LOS ANGELES DISTRICT, CORPS OF ENGINEERS P.O. BOX 2711 LOS ANGELES. CALIFORNIA 90050-2025 rra - 9 1993 REPLY TO ATTENTION OF: Office of the Chief Regulatory Branch City of Newport Beach Attn: Tony Melum, Tidelands Administrator Post Office Box 1768 Newport Beach, California 92659-1768 SUBJECT: NOTICE TO PROCEED Dear Mr. Melum: Reference is made to your letter received February 2, 1993, in which you notified the Corps of Engineers that Mr. Syd Button intends to maintenance dredge approximately 425 cubic yards of material by hydraulic suction from 1911 East Balboa Boulevard and dispose of the material on an adjacent beach, in the City of Newport Beach, Orange County, California. Based on the furnished information, we have determined that your proposed activity complies with the terms and conditions of Permit No. 89-211-GS provided Mr. Button does not exceed the maximum dredging design depth of -5 feet MLLW with a maximum allowable overdredge depth of -1 foot MLLW. If you have any questions please contact Tiffany Welch in our Ventura Field Office at (805) 641-2935. Sincerely, Michele Waltz Chief, South Coast Section BUB 400*2064/ 103 No. Bayside Drive S.E.A. Constructors X20HS�fIHffi6@x7BHatl, Newport Beach, California 92660 (714) 640.0355 O November 16, 1990 City of Newport Beach P.O. Box 1768 Newport Beach, CA 92663 Attn: Tony Mellum Tidelands Administrator Re: Dredging 1913 E. Bay Front Balboa, CA Dear Sir, Please be advised that S.E.A. Constructors will be dredging the above referenced address Saturday November 19, 1990 at 7 AM or slightly before. This earlier start is required due to the tide cycle. The dredging should not be in excess of 2 to 3 hours. Your cooperation is appreciated. Si rely, d C Lore zo C. Miller CC: Orange County Harbor Dept. Newport Beach Police Dept. NOTE: Above has been approved by Ray Garver of the Marine Dept. City of Newport Beach at 10:00 AM this date, by telephone. General Engineering Contractors ' License No. 251985 underwater and Marine Construction 1 Inspection / Survey I Design %D M1� � o 4Q`A IV E 9Kr c n r Ix. p a S c rai 1ia'' ��9ANp1 71� � 4��rs W CCOta y 'Prop ��' VIC I ki I TV 51AETCH .YN_�.'I yOl NEW0;9i1f. DIe.Y CJ+iJPOWdIA y� ' JE Soundrngs are expressed In feet and denote depths below Nean Lower Low Water. Maximum range of tide approximately 10 feet. Harbor 0 lines are established in this'sectlon Newport Bay. AO-IACGt4-r PRC7f*=.7'Y.ONWER5 Ro�`CfZT 2�EAilGHAhhr' U.S. mixXWEGT U& it lg%� MIMIC WV �. Oreq, '% �e calre 387 Aso.! �.kery k� o ' � I I 1 I G 12J 11 V LJCA17 1 11 IC RAI� i ■ AO ao oio 95 416 �i,p�L PAfut:L I°I05 1907 1909 1911 19Ib Immm"MMM ZPP h�'1°IIU�J�iTS I.Y�!'lE 'h-4 4 L , C. M,'l%r proposuA p�e�S,hg 6yS�q`.'Ceti7 LOT9. c LOr rAKC6L t i 2 bl,iC - a as Gi, 9z 6 191I. 1913 ��t' AV$: ' ��IV�if�'T �Y � D((id•IGE 1 I T Y or IJ_ EI ]Pn41T bEACIA l d' �o a ao,>wj 1, Y to of JI 4i J r f i O .0 t5.7 Q rlC.r� �J. A L ' I •� 55 -6,co 'o '-S4 114 > , VICIWITY 5�,,�iGH !d2�j U. YnP�'s P'P�OFILE L�:I",qp' N sR �Y cauoronuA Soundings are expressed in feet and denote. > depths below Mean Lower Low Water, Maximum range of tide approximately 16 feet. Harbor lines are establishedin this section Newport Bay. 0 W —VOUR mi— , I It4 Fv,--,;0 V-L � � 1 0 W 3P 42. 1905 1907 1909 1911 1913 u SCALE: I_ WI 1 nr �•��� PSI K. ?R T��.� JF-M CITY OF NVMOW BEACH HARBOR PERMIT PERMIT NO. DATE Orange Cann%f 6'es alt Oqw PERMIT ISSUED SUBJFCT' ZO D ;EDGE MATERIAL BEING HAJ,.FD TO CEA_ „. r PLACED Oil DEPARTMENT Of THE ARMY PERMIT Permittee: Davis Pillsbury and Syd G. Hutton c/o SEA Constructors ATTN: Lorenzo Miller 1200 Shellmaker Road Newport Beach, California 92660 Permit Number: 89-20;-bS issuing Office: Los Angeles District NOTE: The term 'you' and its derivatives, as used in this permit, means the permittee or any future transferee. The term "this office,, refers to the appropriate district or division office of the Corps of Engineers having jurisdiction over the permitted activity or 'the appropriate official acting under the authority of the commanding officer. You are authorized to perform work in accordance with the terms and conditions specified below, Project Description: (i) dredge 395 cubic yards of material bayward of the existing residences, (2) pump 35 cubic yards of the dredged material onto the adjacent beach to buttress the existing bulkhead, and (3) dispose of the reamining material at LA-3, an Environmental Protection Agency (EPA) ocean disposal site. Project Location: Newport Bay at 1911 and 1913 East Bay Avenue, Balboa, Orange county, California. . Permit Conditfions General Conditions: " 1. The time limit for completing the authorized activity ends on July 27, 1992. If you find that you need more time to complete the authorized activity, submit your request for a time extension to this office for consideration at least one month before the above date is reached. 2. You must maintain the activity authorized by this permit in good condition and in conformance with the terms and conditions of this permit. You are not relieved of this requirement if you atrandon the permitted activity, although you may make a good faith transfer to a third party in compliance with General Condition 4 below, Should you wish to cease to maintain the authorized activity or should you desire to abandon it without a good faith transfer, you must obtain a modification from this permit from this off ice, which may require restoration of the area. 3. If you discover any previously unknown historic or archeological remains while accomplishing the activity authorized by this permit', you must immediately notify this office of what you have found. We will Initiate the Federal and state coordination required to determine if the remains warrant a recovery effort or if the site is eligible for listing in the National Register of Historic Places. 4. If you sell the property associated with this permit, you must obtain the signature of the now owner in the space provided and forward a copy of the permit 'to this office to validate the transfer of this authorization. 5. If a conditioned water quality certification has been issued for your project, you must comply with the conditions specified in the certification as special conditions to this permit, For your, convenience, a copy of the certification is attached if it contains such conditions. 6. You mrust allow representatives from this office to inspect the authorized activity at any time deemed necessary to ensure that it is being or has been accomplished with the 'terms and conditions of your permit, Special Conditions: See attached sheet'(s). Further Information; 1. Congressional Authorities: You have been authorized to undertake the activity described above pursuant to: Structures or work in or affecting navigable waters of the United States - Section 10, River and Harbor Act of 1899 (33 U.S;C. 403). Discharge of dredged or fill material into waters of the United States - Section 404, Clean Water Act (33-U.S,C. 1344). Transportation of dredged material for purpose of dumping into ocean waters - Section 103, Marine Protection, Research and Sanctuaries Act of 1972 (33 U.S.C. 1413). 2. Limits of this authorization, a. This permit does not obviate the need to obtain other Federal, state, or local authorizations required by taw. b. This permit does not grant any property rights or exclusive privileges. c. This permit does not authorize any injury to the property or rights of others,' 11 d. This permit does not authorize interference with any existing or proposed Federal project. 3. Limits of Federal Liability, In issuing this permit, the Federal Government does not assume any liability for the following: S• a. Damages to the permitted project or uses thereof as a result of other permitted or unpermitted activities or from natural causes, b. Damages to the permitted project or uses thereof as a result of current or, future activities undertaken by or on behalf of the United States in the public interest, c. Damages to persons, property, or to other permitted or unpermitted activities or structures caused by the activity authorized by this permit, d. Design or construction deficiencies with the permitted work. e. Damage claims associated with any future modification, suspension, or revocation of this perm i If . 4. Reliance on Applicant's Data: The determination of this office that issuance of this permit is not contrary to the public interest was made in reliance on the information you provided. 5. Reevaluation of Permit Decision. This office may reevaluate Its decision on this permit at any time the circumstances warrant. Circumstances that could require a reevaluation Include, but are not limited to, the following: a. You fail to comply with the terms and conditions of this permit. b. The information provided by you In support of your permit application proves to have been false, Incomplete, or Inaccurate (See 4 above). c. 'Significant new Information surfaces which this office did not consider In reaching the original public interest decision. Such a reevaluation may result in a determination that it is appropriate to use the suspension, modification, and revocation procedures contained in 33 CFR 325.7 or enforcement procedures such as those contained in 33 CFR 326.4 and 326.5. The referenced enforcement procedures provide for the issuance of an administrative order requiring you to comply with the terms and -conditions of your permit and for the Initiation of legal action where appropriate. You will be required to pay for any corrective measure ordered by 'this office, and if you fail to comply with such directive, this office may in certain situations (such as those specified in 33 CFR 209.170), accomplish the corrective measures by contract or otherwise and bill you for the cost. 6. Extensions. General condition I establishes a time limit for the completion of the activity authorized by this permit. Unless there are circumstances requiring either a prompt completion of the authorized activity or a reevaluation of the public interest decision, the Corps will normally give favorable consideration to a request for an extension of this time limit. Your signature below, as permittee, Indicates that you accept and agree to comply with the terms and conditions of this permit. 7/31/89 (PERMITTEE) orenzo C. Miller,/owner S.E.A. (DATE) Constructdrs,authorized agent for Davis Pillsbury & Syd G. Button This permit become, effective when the Federal official, designated to act for the Secretary of the Army, has signed below. CHARLES M, HOLT (DATE) Chief, Regulatory Branch (for the District Engineer) When the structures or work authorized by this permit are still in existence at the time the property is transferred, the terms and conditions of this permit will continue to be binding on the new ownar(s) of the property. To validate the transfer of this permit and the associates liabilities associated with compliance with its terms and conditions, have the transferee sign and date below. (TRANSFEREE)_._._.. (DATE) SPECIAL CONDITIONS PERMIT NO. 89-203-GS 1. That the permittee shall, for every calendar year in which ocean disposal of dredged material occurs, submit to the Corps the following information before February 1 of the year following dumping: 1. Permit number. 2. Mode of dredging. 3. Mode of transportation. 4. Form of dredged material. 5. Frequency of dumping. 6. Start date of dumping. 7. Completion date of dumping. 8. Chemical composition of dredge material. 9. Solubility of dredge material. 10. Density of dredge material.. 11. pH of dredge material. 12. Percent sand, silt, and clay in dredge material. 13. Method of packaging. 14. Method of release. 15. Procedure and site for tank washing. 16. Total. cubic yards dumped. 2. 'That the permittee shall. notify the U.S. Coast Guard, Captain of the Port 48'ho'urs prior to dumping of dredged material at the disposal site, at this address: Commanding Officer: Marine Safety Office Los Angeles/Long Beach; 165 North Pico Avenue: Long Beach, California 90802: (213) 590-2315. (Note: All ocean dumping permits will be sent to the Captain of the Port.). The notification will include: 1. Name of the permittee. 2. Permit number. 3. Location of the dump site. 4. Date and time of the dump. 5. Material to be dumped. 6. Loading location of the material to be dumped, 7. Name of vessel(s) (tug and barge) employed in the dumping, 8. Estimated transit time of the vessel(s). 3. That the permitted activity shall not interfere with the public's right to free navigation on all navigable waters of the United States, 4. That the permittee shall maintain a copy of this permit on the vessel used for the authorized trar:;portation and disposal of dredged material. 5. That this permit is not valid until the California Coastal Commission concurs that this project is consistent with the State of California's Coastal Zone Management Program, 6. That the permittee shall. Notify the Commander (can) Eleventh Coast Guard District, Union Bank Building, 400 Ocean Gate, Long Beach, California 90822, (21-3) 499--5410 at least 2 weeks prior to start of the activity and 30 days if buoys are to be placed. The notification should include the following information: 1. The location of the work site. 2.. The size and type of equipment that will be performing the work. 3. Name and radio call signs for working vessels, if applicable. 4. Telephone number for on -site contact with project engineers. 5. The schedule for completing the project. A copy of the post survey drawings shall be sent to the National Ocean Service for chart updating to the following address: Director; Charting and Geodetic Services; ATTENTION: N/CG22; National Ocean Service, NOAA; Rockville, Maryland 20852- 3806. BUYERS' NAMEUD I ADDRESS OF HARING bODRESS I (FIL7 �IO�IE 1 - _; 4va� OCHD ENG COUNCIL PUBLIC WORKS �. DEPT. ESCROW Fl. INSPECTION �. OF THE 1CIL1 a I PERMIT $- FEE CHECK N0. DATE + 4 1 31, NEREBY MADE TO TRANSFER HARBOR PERMIT BUYERS' NAME(S) (ABOVE NAMES TO BE TYPED) SIGNATURE OF SELLER SIGNATURE OF ➢UYER SIGNATURE OF SELLER'. SIGNATURE OF BUYER SIGNATURE 11 JOINT OWNER II APPLICATION APPROVED (DATE) CRY RARBOR COORDINATOR s THIS PERMIT IS REVOCABLE BY THE CITY COUNCIL IN ACCORDANCE WITH TITLE 17 :ODE. CITY OF NEWPORT BEACH, CALIF. N WX FORM U.Io1R RRY, LS ARMY CORPS PUBLIC NOTICE of ENGINEERS OF APPLICATION Los Angeles District FOR PERMIT Public Notice/ Application No. 89-203-GS Date: April 28, 1989 Comment Deadline: May 13, 1989 NNNNNNNNNNNl00dNNNNNNIdiildN1d1d14N1d1dNNNNNNNNNNNNNNNNIiidEQNN1dNNNNDdNNIdNbdNi41d1dbQbdNNNNN Interested parties are hereby notified that an application has been received for a Department of the Army permit for the activity described below and shown on the attached drawing(s). Applicant(s) Davis Pillsbury and Syd G. Button c/o SEA Constructors ATPN: Lorenzo Miller 1200 Shellmaker Road Newport Beach, California 92660 (714) 640-0355 Location - Newport Bay at 1911 and 1913 East Bay Avenue, Balboa, Orange County, California. Activity - Dredge bayward of the existing residences, pump part of the dredged material onto the adjacent beach to buttress the existing bulkhead, and dispose of the remainder of the material at LA-3, an Environmental Protection Agency (EPA) ocean disposal site. Comment and Review Period - Interested parties are U.S. Army Engineer District invited to provide their views on the proposed work, ATTN: SPLCO-R-89-203-GS which will become a part of the record and will be con- P. O. Box 2711 sidered in the decision. Comments should be mailed to: Los Angeles, CA 90053-2325 Water Quality - Certification that the proposed discharge will comply with the applicable effluent limitations and water quality standards is hereby requested from the location state. A certification obtained for the construction of any facility must also pertain to the subsequent operation of the facility. Coastal Zone Management - The applicant has certified that his proposed activity complies with and will be conducted in a manner that is consistent with the approved State Coastal Zone Management Program. The District Engineer hereby requests the California Coastal Commission's concurrence or nonconcurrenee. Cultural Resources - The latest version of the National Register of Historic Places has been consulted and this site is not listed. This review constitutes the extent of cultural resources investigations by the District Engineer, and he is otherwise unaware of the presence of such resources. Coastal Zone Management - The applicant has certified that his proposed activity complies with and will be conducted in a manner that is consistent with the approved State Coastal Zone Management Program. The District Engineer hereby requests the California Coastal Commission's concurrence or nonconcurrence. Authority - This permit will be issued or denied under the following authorities: Structures or work in or affecting navigable waters of the United States - Section 10, River and Harbor Act o (33 U.S.C. 403). Discharge of dredged or fill material into waters of the United States - Section 404, Clean Water Act (33 1344). Transportation of dredged material for purpose of dumping into ocean waters - Section 103, Marine ro eF—f ction, Research and Sanctuaries Act of 1972 (33 U.S.C. 1413). PUBLIC NOTICE - APPLICATION NO. 89-203-CS Evaluation - The decision whether to issue a permit will be based on an evaluation of the probable impact including cumulative impacts of the proposed activity on the public interest. That decision will reflect the national concern for both protection and utilization of important resources. The benefit which reasonably may be expected to accrue from the proposal must be balanced against its reasonably foreseeable detriments. All factors which may be relevant to the proposal will be considered including the cumulative effects thereof; among those are conservation, economics, aesthetics, general environmental concerns, wetlands, historic properties, fish and wildlife values, flood hazards, flood plain values, land use, navigation, shoreline erosion, and accretion, recreation, water supply and conservation, water quality, energy needs, safety, food and fiber production, mineral needs, considerations of property ownership and, in general, the needs and welfare of the people. In addition, if the proposal would discharge dredged or fill material or the transportation of dredged material for the purpose of disposing of it in ocean waters, the evaluation of the activity will include application of the EPA Guidelines (40 CFR 230). EIS Determination - A preliminary determination has been made that an environmental impact statement is not required for the proposed work. Public Hearing - Any person may request, in writing, within the comment period specified in this notice, that a public hearing be held to consider this application. Requests for public hearing shall state with particularity the.reasons for holding a public hearing. Proposed Activity for Which a Permit is Required - (1) .Dredge bayward of the existing residences, (2) discharge part of the fill material onto the adjacent beach to buttress the existing bulkhead, and (3) dispose of the remainder of the material at LA-3. Additional Project Information - The applicants propose to restore the water depth at the existing boat dock (at 1911 and 1913 East Bay Avenue) to the original design so as to provide a safe boating access and to prevent continuing damage to the dock during low tide. The dredging operation, approximately 395 cubic yards, would be performed using a hydraulic dredge. Thirty-five cubic yards of the dredged material would be pumped onto the adjacent beach to buttress the existing bulkhead. The remainder of the dredged material would be transported to LA-3 by a dump barge. A sediment grain size analysis was performed on a sample collected from 1913 East Bay Avenue. Methods of analysis followed those currently required by the U.S. Army Corps of Engineers and ASTM D422-63 (as modified). Sand comprised 98.3% of the core sample material, which passes the EPA requirement for ocean disposal (40 CFR 227.13(b)(1)). Proposed Special Conditions: That the permittee shall Notify the Commander (oan) Eleventh Coast Guard District, Union Bank Building, 400 Ocean Gate, Long Beach, California 90822, (213) 499-5410 at least 2 weeks prior to start of the activity and 30 days if buoys are to be placed, and that the permittee shall advise the Aids to Navigation Branch of any hazard to navigation, so that appropriate information can be published in the Local Notice to Mariners. For Additional Information - Please call Gerardo Salas, Regulatory Branch, (213) 894-5606, before 3:00 p.m. any work day. This Public Notice is issued by the Chief, Regulatory Branch. C I T `f' OF W FAJ 306T ^EAGN vo 1 r ,3,t 40,14 i0 to s d 7, ,Lor ¢t J •� � ( Y O;cnes� E�evotcn tl� CX TO l Lim V c WEuadKT C n T n� IX 'TC iI CCU VICIWITY 5-)ETCH VESTJFMI ►E,. `JEWrt Ostr. GN.Y Cl+LJIVO/"IA ► if. Y Soundings are expressed in feet and denote depths below nean Lower Low Water. Maximum . range of tide approximately 10.feet. Harbor lines are established in this'section Newport Bay. AD.l4461-47 FWFg 7C v' ovY1JER` $ Ncnry Ul. ijr�cki.sS.'�o�n ' Ro>3CtLT 6EAilGHAn�P' Us. PIX1 UECT UWE sw-p d 11 �14 it v-UtrArD In Ir Grea.- bYt+CNLnD• W. Woof 9F.rA.In Wa WALL r26Y AVEAJUE �'J _ 04WI0.10195 42. �Aru.�L rnfLceL 1905 1907 1 1909 1 1911 1913 tSlf ENEEMOINJ .+�/C70/Fj'9 p�rOpoS[ci urecJ,e.� Oy rA'. l.a�l'S�(•!L'io� �JYV S BW'� Ea5 e�i pYl°LK1�} lTS L1lE : Aa✓ _ /sr. LOY fi Rt fiL I f Z ad�lrte. C� AIXVSE'3'e; . 1911 t91 a�4'AVE.6 �EW�fT tj' -�JQ6E mut�cr� Project: S.E. A Wentworth 999 99.e 99.J 99 9e 96 9C W y a ec 0 u n I. WeG V JG 0. •G i JG R J ?G li IG as p. .J .I -J R Is e �Slondord d"iollon. n MAIM N[ [IOLOOICA[ CON SUL fANTj INC. •^•' Sediment Labora10fy JSimple N:1713E.'64Y �AeplicalaN: Gf?j ©k�eoA GRAVEL SAND Tested Sy: JJT9 C, P ydsSM l Oaln: CLAY cc•ra[ ao.n '�+[ il.i co•+¢ +Lau+ [Ilf l�lf tea[ till C[•� Ll•L PIt�IIB{I�Iti�99d1itl11WIN{86{�Wi11�9A1Il��f1��iB�l9 oil����Is!� HE 9���i ��1a1111i18�iiim'ice Elam OWN 0111 rr y�®YjiFB���+}���®11�0pm�ptplB�ylllf�q®��I on NMI I1IIpypyp2��ryry9��2r(�1'�[�2y�p�EyE���®{{��Ep®Ep9�MEyy���®®��I����p�I'yu�pnt�Epy�Hp'I{�q�pp�L'�EaE�p�pp�I�ouy��Wp�py�y1,ry,'u I�'MWWIIIIIi101I1N/M I ���pp���IA1pl,��l [MMN,YXININMI�NHMII�WMIW�E1YfNORY1NINlRIXNYIHNI��� i j 0 y z I J J e 1 0 9 /0 —t•S -0.5 GRAIN OIAME lER IN PHI UNITS a 3 I 0.5 023 0.125 00623 0.0312 0.013e 0.0075 0.0039 0.0020 0.0009 DRAIN DIAMETER IN MILLIMETERS I%Graye: I,T% ,:Sand: '78-.57. J%SJf-Ofay- p,3;1. 1A/sd.Gaun S,re[0J /,yo ]moan Gram sue[(P7: 11Lf'/>° W C Applied Environmental Scie' 3s, 947 Newhall St., Costa Mesa. Califr' "a 92627 (714) 646-1601 'IIB'a..lq• I > .r ., _ r o>_ _M �\� •i � a. VrrV °JI � �r �• � )....�?O �N• � f . . r, .> .�' ,, 1 �� x � w:r`:�'t ': "n,.:• •... � ''» e LS j oioulx e\! ....°.._ xrw.m.. •vx.r.xx .>.nx p��',."..•::�:.'.°r�:^..w:`'..' at )'.: ", .» mL� -1r In it )l1 Y, �%h• /.,Se`��h �0 g �94 ° n, v r'�/ ... ..rr..sv v it m • � Ire �`i'' ,.,C�� m or () led 2.1 ,m an ±4 u,,,{•..n„. �P...n...1,.�a.....%,> ax 21 u 'm x m :rYi �1�, l t �� ' m• �`c' 'r, V. r.,ol „ .....rax a f l+mil/ a / w ,r v • u:C),� _ v qP.t'I� tiOI1NnNNG!, IN PAT110>IS f� J � �a N• °� i�✓ "• _ �,� �('. _ ., .,,.t.,,.tfua,�u.....l r.tua�f�' � ��_•,�.��..�_ ._ ... _.,....us��•-..�.y.�i'.•. Boundary Cavrdinales.................................... 1,000 Yard Radius fenterCvvrdinales... _......................... 33-31'4T'N„117°54'40"W. OD0911 Newport Beach, CA Navigation Chart No ............................................ NOS 19746 Area ............................................. 0.76 Square Nautiral Mite I.W Navigalivnal Aid...... ................. Loran A 6 C, Omega, ROT, Radar Material Type.... ............ ........................... Dredged Material SeptemberI1980 CITY OF NEWPORT BEACH P.O. BOX 1768, NEWPORT BEACH, CA 92058.8915 December 12, 1988 Ilkene Ewing Coldwell Banker 2121 East Coast Highway Corona del Mar, CA 92625 Sirs: v la 7, /a q--/qd The City of Newport Beach has received an application to transfer Pier Permit 0109--1913-1 for the property located at 1913 East Bay Avenue, Newport Beach. The structure was inspected on December 8, 1988, at which time it was determined that it conforms to the City Standards. Upon receipt of the $260.00 transfer fee and the completed and signed transfer forms, this pier permit will be transferred as requested. Sincerely, Tony Melum Tidelands Administrator 3300 Newport Boulevard, Newport Beach STATUS SHEET HARBOR PERMIT TRANSFER LOCATION f ��/ ,_,)`' Sel Ier �Buuyyer Date ;.pplication Received: Date Fee Received TNO./O%/ Request for Inspection made by: Escrow Co. Date r /� orY�r cc (�t _ =� Escrow Officer escrow No._ . 5 a 7 0 Address 4-1 % C ( .._ Date Inspection made: Deficiency Letter sent:_ Deficiency corrected: Transfer completed: na4n Inspection: 1. Locatior a 2. Plumbing 9. Electra 4. Structural:--- ()J_z-- 5.OTHER: REMARKS: Inspected by., �— STATUS SHEET HARBOR PERMIT :TRANSFER LOCATION 'At PERMIT NO. Seller Buyer Date hPplication Received: Date Fee Received: Request for Inspection made by: Co. Date Escrow Officer Escrow No. Address t2z 7- Date Inspection made: Deficiency Letter sent: Deficiency corrected --- Transfer completed: Date Inspection: 1. Location 2. Plumbing: 3. Electrical: 4. Structural 5.OTHER:- 4, REMARKS: Inspected byv BUYERS' NAME(S) RAILING ADDRESS APPROVED BY: D OCHD ❑ END ❑ COUNCIL ❑ PUBLIC WORKS DEPT. ESCROW ❑ 1t INSPECTION, ❑ A 11 -N. '• a ❑ ADDRESS OF FACILITY: TELEPHONE NO. FEE APPLICATION IS HEREBY MADE TO 1 ... r..l.9. ... PERMIT # PERMIT BUYERS' NAMEIS) NAMES TO BE TYPED) tralmm, OF SELLER SIGNATURE OF BUYER SIGNATURE OF SELLER SIGNATURE OF BUYER APPLICATION APPROVED SPECIAL CONDITIONS: THIS PERMIT IS REVOCABLE BY THE CITY COUNCIL IN I OF THE MUNICIPAL CODE. CITY OF NEWPORT BEACH, CALIF. G ■ V/A FOAM ahlala IIiY. V� t o,7-(q c k ��'vxlP,p�T CITY OF NEWPORT BEACH U \> N P.O. BOX 1768, NEWPORT BEACH, CA 92658-8915 December 4, 1986 Fred Mol-denhauer 1913 East Bay Balboa, CA 92661 Re: Pier transfer, Harbor Permit 109-1911-2 at 1913 East Bay Sir: We are now able to transfer the pier permit at the above address except for one thing; since it is a joint pier it is necessary to have the signature of the joint owner of the pier, on the transfer card. I enclose the card and hope you will obtain the signature of the joint owner. Our records show that person to be Syd Button at 1911. East Bay. As soon as you return the card to the Marine Department, .at the above address, we will then transfer the pier permit to your name. ordpi .lily, Tony Mel w oy db Tidelands Administrator 3300 Newport Bot.devard, Newport Beach CITY ti �? o� N e A P ,'yloowzotm �5.3m HA MMIN 1151.. i ,dq i r9.m ,>„g C �'A Y . I.o I Z•$c) � ,4y—e ^laaldc>A. torero. II �P,vr CCE cwt Pv� 1 I i VtG11JIN SI�ETGH �Av wesTisrrr I t r ice' l°.�Y rd ,daorWlA I JE'i i1' I i $$ C. YAP-0S rPOMLe &.ALE: NO I Soundings are.expre5sed'In feet and denote. depths below Mean Lower Low Water. Maximum i range o9 tide approximately 10 feet. Harbor j lines are established in this section Newport Bay. GROIN It I '`' i 0 • U.S, r C.T U iJ I• n, a i Aol W4 +so 35 42. 01 Na u 5AUL FAK65L 'n05 1 1907 11909 11911 1191b' LLC SC4LE : I" 50, . A>�1°LIc?}JTS 1.jAl°1>; : �UQ LDi, $LJ< 28 po'ac ES I�i1 E.y AVE. r?ALO6f. COIJTI°�AC.TQt� / rl ��><�fFCaiS c n cre"""'diF NEW PORT BEACH Ht'll, ps'. DO ILI tl.--Iltrl"%"�,�Ilil"":,D"o PERbUSSIOM IS HEPEBY TO P".ql. ftl AI MT A I M THE s, c : i 1 AT THE SITE INKTATIO, 70 T:,cv:"' THE HARBOR PM71T Cl Mlat= M=a ;V ANY SPECIAL Tt;t.', ... IS NOT THE cll�v NP*111.,�;c'-, cy Ciro 7,500- RjrlqTs GWEN UNUR.'-: aw. ANII THIS PE ,,TV!4T M,!.V ;-4�.' 16'ZLV.' ;:r.!; rV C'i".' (;0LlW;:, IN ACCORDANCE WITH TITLE I- T'A: l4u:.+". ,(PAL CODIZ. R-i �i �ewa r4 1 4 CITY H WR PERMIT M0. PLACED ON Urjjcpj___/ --u-7 e4y.. STATUS SHEET HARBOR PERMIT TRANSFER LOCATION A,, PERMIT NO, /0 �7`/ / ^ Seller ,. "P�� E ( Buyerck )v?&�e�(n jz F Ya ea.P edr w Date Application Received: — 2 Date Fee Received: e. Request for Inspection ma/de by: Escrow Co, Date Escrow Officer Escrow No. 5 — u 6'�C16 Address Z1 L,r S C Utz Phrne:�v _�ocP � 3 r? Date Inspection made:_ 1D--$G, Deficiency Letter sent: Deficiency corrected - Transfer completed: Date Inspection.: I. Location Inspected by: k, Contractor acknowledges that Moldenhauer is in the process of purchasing the property subject to an agreement with its current owner, Allegheny International Realty Development Corporation, and that said property is currently subject to an escrow. Contractor further acknowledges that Moldenhauer's right to make improvements and repairs to tale property prior to the close of escrow are on the express condition that Contractor expressly releases Allegheny International Realty Development Corporations its officers, employees and affiliates from all liability with respect to the property, including, but not Limited to, any injury or less sustained by such Contractor, its agents and employees and that Contractor agrees to hold Allegheny International Realty Development Corporation, its officers, employees and affiliates harmless from any and all claims and liabilities of every kind and description, which may arise out of or be connected in any way with Contractor's work/services on. the property® inc3ndng-r-huty,Yli A f r3t►t �' '�aci tom.-t'ht+-eight--te-place--a lin-said p=` �� ty er w,or_kfger. i es _pe.r-f-e_r_med-by_e-entraeto-r. Therefore, as a material i consideration for this agreement, Contractor expressly releases Allegheny International Realty Development Corporation, its officers, employees and affiliates from all liability with respect to the property and any injury or loss sustained by such Contractor,.his agents or employees, and Contractor further agrees to hold Allegheny International Development Corporation harmless from any and all claims and liabilities of every kind and description which may arise out of or be connected in any way with Contractor's work or services performed on said^propertyn c Kaite�d-t'O, the-xjgjat-�o-Al.*.��-a-1 -en-on-said i�ei���ng-,-.isut aot-1- a--bY--�ae�er-p PZitLlaT NO. DREDGING APPLICATION l �� ?reject Location: 1709-1803 E.. Balboa Blvd Cubic Yards to be Dredged: 190 Method cf Dredging:_���r„.,lrn Ciir hi nn Nature of Dredged Material: GAn�/Qii� Disposition of Dredged Material:_pi;aiinA t,.anerfn-t ko haeclamation Method of Material Disposition: -pixel+_ne transport Turbid,' ty . con t_oI Method: p j„ a eji anh Mrs vel rani t-r I:f_ct of dredging on contiguous bulkheading and beaches Reinforce/protect bulkthead-restore card to depleted 'Desch =, tark Sites hereby state that = have read the U. S. 1r { print narie ) ' CorpS Of Engineers permit for maintenance dredging in Newport H,arbcr-, n;e City of Ne*sport Beach and Orange County Harbors,Beaches and ?az-:s D_;fr ct (if apalicabla) permit far maintenance dredging and that = accspt a.- t e grcvisions therein. Additionally I guarantee that the proposed dredginna will act occur because of: any altering of existing use of the affected zone. .Lar S _mer o A p p scant -type name) Odntractar-t�pe iia^e) g-g-86 hate) Signed: f 1. . ontractor's Representative ADDENDUM TO REAL ESTATE PURCHASE CONTRACT AND ESCROW INSTRUCTIONS This.Addendum to Real Estate Purchase Contract dated September _2f, 19861 by and between FRED MOLDENHAUER, Trustee for Fred Moldenhauer Family Trust ("Purchaser") and ALLEGHENY INTERNATIONAL REALTY DEVELOPMENT CORPORATION, a Delaware corporation ("Seller") WITNESSETH WHEREAS, Purchaser and Seller have entered into a real estate sale contract dated as of August 8, 1986 and a counter-offer attached thereto also dated August 8, 1986 (collectively "Contract") for the sale of property known as.1913 East Bay, Newport Beach, California ("Property"); WHEREAS, the Purchaser and Seller have executed escrow instructions dated August 22, 1986 ("Escrow Instructions") describing the procedure in which funds will be paid and title for the Property transferred; WHEREAS, the Purchaser and Seller intend to modify and clarify the Contract and Escrow Instructions as provided herein. NOW, THEREFORE, the parties hereto intending to be legally bound hereby do agree as follows: 1. Upon acceptance hereof Purchaser -shall deposit $110,000 in an Escrow Account to be established with Coldwell Banker Escrow, to be applied as follows: (a) $25,000 shall be paid to Seller in accordance with Paragraph 2 below; (b) $15,000 shall be held as a deposit by the Escrow Agent until the date of closing and paid to Purchaser or Seller in accordance with the terms of the Escrow Instructions and the Contract; (c) The final $70,000 shall be held by the Escrow Agent until the closing date or until a default.occurs under the Contract and then shall be (i) applied against the purchase price if the sale of the Property is consummated in accordance with the terms of the Contract; (ii) if Purchaser defaults under the Contract then Seller shall receive all or a portion of such $70,000 as is necessary to pay any outstanding costs incurred by Purchaser in constructing the Improvements and to repair or replace any portion of the Property altered in connection with the construction of the Improvements to the extent necessary, in the reasonable opinion of the Seller, to restore market value of the Property to a level at least equal to market value prior to the commencement of construction of the Improvements; or (iii) if Seller defaults under the Contract then such $70,000 shall be paid to Purchaser. 2. Upon receipt and approval of a title report for the Property the Escrow Agent shall release $25,000 from the Escrow Account and pay such sum directly to Seller. Seller shall hold the $25,000 until closing at which time it shall be applied against the purchase price. In the event Purchaser defaults under the Sale Agreement the $25,000 shall be retained by Seller as partial liquidated damages and not as a penalty. In•the event Seller -defaults, such $25,000 shall be returned to Buyer. 3. Purchaser shall have the right to occupy the Property for the purpose of performing the following work and at approximately the below stated respective.costs: (a) Refinish existing Mexican tile floors, $2,400; (b) Replace existing window panes with leaded glass panes, $4,200.- (c) Replace and extend side yard patio and entry court brick, $22,500; (d) Replace existing carpet, $5;000; (e) Strip existing wallpaper and paint interior walls, $7,500; (f) Repaint exterior, $5,000; (g) Replace tiles on counters in kitchen and two baths, $2,500; (h) Landscaping, $925; (i) Miscellaneous electrical repair, $500; (j) Miscellaneous carpentry, $500; and (k) Connect existing boat dock, $1,900; -2- Such work is collectively referred to herein as the Improvements. The cost of all such work shall not exceed $55,000 in the aggregate prior to the date of closing. 4. Purchaser shall have the right to occupy the Property to perform the above -described work commencing upon the date on which (i) Seller receives the $25,000 sum referred to in Paragraph 2 above; and (ii) Seller receives and approves the certificate of insurance required hereunder. Purchaser acknowledges and agrees that by taking possession of the Property for the purposes -set forth in this paragraph, he irrevocably. accepts possession of the Property without any further claim against the Seller for condition of the Property. Purchaser will accept the Property upon the date of closing in 01as is11 condition without any warranty or representation from Seller as to the quality or condition of the Property. 5. Purchaser warrants that he shall pay all costs associated with the Improvements and shall not permit the filing of any mechanic's or any materialmen's lien against the Property as a result of the construction of the Improvements. 6. Purchaser hereby releases Seller, its officers, employees and affiliates from any liability whatsoever in connection with the Property and the Purchaser's occupancy thereof for the purpose of constructing the Improvements, and Purchaser does further agree to hold Seller, its officers, employees and affiliates forever harmless from any.and all claims and liabilities of every kind and description which may arise out of or be connected in any way with Purchaser's occupancy of the Property and the construction of the Improvements by Purchaser, his agents, employees or contractors. 7. Prior to occupying the Property in order to construct the Improvements, Purchaser shall deliver to Seller evidence of insurance in the following amounts and type: (a) Worker's Compensation in accordance with the requirements of the State of California; (b) Employer's Liability coverage in an amount not less than $500,000; and (c) General Liability including Bodily Injury, Property Damage and Contractual Liability covering the undertaking of Purchaser as provided in Paragraph 6 hereof, all with a combined single limit coverage of $1,000,000. All such policies shall be issued by an insurance company reasonably acceptable to the Seller, shall provide that the -3- coverage may not be terminated without thirty (30) days prior written notice to Purchaser and Seller, and shall name Seller as an additional insured. In addition, Purchaser shall require that each contractor performing work on the Property obtain General Liability coverage as provided above in Paragraph 7(c) and shall expressly release Seller, its officers, employees and affiliates, from all liability with respect to the Property and any injury or loss sustained by such contractor in connection therewith and shall agree to hold Seller, its officers, employees and affiliates forever harmless from any and all claims and liabilities of every kind and description which may arise out of or be connected in any way with such contractor's work on the Property. WITNESS: ATTEST: Title: (Corporate Seal) BUYER: RED MOLDENHAUER, TRUSTEE FOR THE FRED MOLDENHAUER FAMILY TRUST ALLEGHENY INTERNATIONAL REALTY DEVELOPMENT CORPORATION By: Title: Consented to and Accepted this iT day of September, 1986. TII�iB"Taff : a By: Escrow Officer CE-C Date IR HARBOR PERMIT N0. 0.110 CITY OF NEWPORT BEACH MARINE DEPARTMENT APPLICATION FOR HARBOR PERMIT Site /M/e s 5LJ l Owner �J 17r,4477✓ J / el ephone 6-36-1-Sa-6 Owner Mailing Address Sa.eyie- City & Zip Af 15 ,2{6/ Description of work: New Revision__ MaintLoance _Other Work to be done: ,�/�! OWNER -BUILDER DECLARATION / I hereby affir at I am exept from the contractor's license law for the following reason: (Sec.7031.5, Busin nd Professions Code) Any City or County requ res a permit to construct, alter, improve, olish, or repair any str e, prior to its issuance, also re- quires the applicant for such pe o file a ' ed statement that he is licensed pursuant to the provision of the Contractors Li aw (Chaper 9 (commencing with Section 7000) of Division 3 of the Business and ssions Co or that he is exempt therefrom and the basis for the alleged exempti y violation of Section .5 by any applicant for a permit sub- jects the applica o a civil penalty of not more than fiv ndred dollars ($500). u I, as owner of the property, or my employees with wages as their sole compensation, will 7` o t e work, and the structure is not intended or offered for sale (Sec.7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, pro- vided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion,the owner -builder will have the burden of proving that he did not build or improve for the purpose of sale.) I wner of t construct th Law does not ap for such projects wit License Class I hereby affirm that of Division 3 of the e prdperty, am exclusively contr cense ontractors to LSQ,c 7044, Business f6ssions Code: The Contractor's License an own ho builds or improves thereon, and who contracts or'(s) License p t to the Contractor's License Law). No. (commencing with Section 7000) " s in full force and effect. Contractor signature Date INSURANCE INFORMATION e Workers' Compensation Declaration I hereby affirm that I have a Certificate of Consent to self -insure, or a Certificate of Workers' Compensation Insurance, or a Certified Copy thereof. (Sec. 3800 LAB.C.) Policy No. 7666Companyy�ryV� Certified Copy is hereby furnished:^ � Certified Copy is filed with Marine Dept Date Applicant �W c�f S!f p Federal Longshoremen & Harbor Workers' Insurance Declaration I hereby affirm that I have a Certificate of Insurance for Longshoreman & Harbor Workers' Insurance as required by Federal Law. Date_ Applicant <,5wc_ �f L S1r,O Certificate of Exemption from Workers' Compensation nsurance/Federal Lon shoremen and fl kers' Insurance I certify that in the pe rmance of the work ich this permit is issued, I shall not employ any person in any mann as to me subject to the Workers' Compensation Laws of California or Federal Longshoreman Workers' Insurance. Date Applic Note to Applica after making this certificate f exemption, you should become subject to the Worker's Compensation provisions of the Labor Co e, or the Federal Longshoremen and Harbor Workers' Act, you must forthwith comply with such provisions or this 9 deemed revoked. permit shall be I certify that I have read this application and state that the above information I agree to comply with all City and County ordinances and State laws relating to construction, and hereby authorize representatives of this City to enter upon.the mentioned property for inspectio& purposes. /1 _ i Signature of permi is correct. building above - Date 8 ;�f"C5)c_ CITY OF NEWPORT BEACH September 11, 1986 Coldwell Banker Escrow 2161:San Joaquin Htlls Road Newport Beach, CA 92660 Attn: Claire Your escrow No. 5-4461 Dear Sir: The City of Newport Beach has received an application to transfer pier permit # 109-1913 for the property located at 1913 East Bay Avenue, Newport Beach, California. The structure was inspected.on 9/11f86 at which time it was determined that the following deficiencies exist: 1• A City -approved anti -syphon device is required at the water connection to the pier and float. 2. Informational only: Dock needs pollens aroundthe.pilings replaced 3. and some decking needs,to-be replaced,. 4. 5. In accordance with Section 10-D of the City Harbor Permit Policies: "All structural deficiencies must be corrected......",,it will be necessary for these to be corrected. A permit for any,electrical or plumbing work must be obtained from.the Buildi'ng.Department of.the.City. All other work requires a Harbor Permit. Please advise this department when the above deficiencies have been corrected. If you have any questions, please contact me at 640-2156. Thank you for your cooperation. S.incerely, Tony Meldm, Tidelands Administrator City hall - 3300 Newport Boulevard, Newport Beach, California 92663 CITY OF WFWMi9)T e)EIaCN So' 40' 20 C to wm - 7.00 NO OfZEG�r1NG I N E W O tea\ ey A'? O C� VICII,IIN 51�•,ETGN �A,1 uesr QE.Wf;7P%r DAY CpIJPOW.11A %^ 'oundings are expressed in feet and denote depths below titan Lower Low Water. Maximum range of tide approximately 10 feet. Harbor lines are established in this section Newport Bay. b Ij IC ■ ILi �1 e,ULOCW�b�`� aj� W uCNBAD 61 AD.IACE-Wr PRQF'ZKr ,' OVYQ6fts FRoe)ei?KT 50MPF Ro;3CEZT ?�EAt�GHAMr" 0 �rop ose� Ib-I'�ac H {me rvfi � T aP Fie✓ -io cQczk L WOOQ Rf_TAI J11,46 WALL (3 -I'Z ` to AOr 'x7 35 42. �� rAatEL r'ARCEL �) o U � 1905 1907 11909 11911 1 191 2) ALLFIY 1/7/6 wiLLi^,m WAXS N&.rJOZY b,)r-41rlGPAM SYD e>UTTC>N l�p►°IIC,%}1T`� IlAff1E. 00r4ALD "SSEL-I. PRoFz_,_e�Eo Lo 7z�- t LOT fAKCEL I f f� at-KH•D 0LK ADO. .I(JL�i At�YX�E.9`_�; 1907 •I`�ii9-1`7i1' 1913 �. I�.YAV6• 0KA06C 09U(-�-CAL ALLEGHENY INTERNATIONAL REALTY DEVELOPMENT CORPORATION Mellon Bank h.,L Two Oliver Plaza A member ALLEGHENY 60-160 P.O. Box 456 company of d9 INTERNATIONAL 4T3 Pittsburgh, PA 15230 PAY TO THE ORDER OF - 03113/ 86 EXACTLY :�*- i =7T .T_47 POvLL RS AND 50 CENTS '-CITY OF NBiPORT BEACH F INAN}Cc D E P T 33-0 NEWPORT BLVD. - INEiiPORT 6EA0H'gCA L 92645 11'003359115 1:043301,2300: J CHECK NO. THE SUM OF:r�=;-=:L47.!: i �i L34,1175590 '_LEGHENY Two Oliver -Plaza A member 6aTaM ALLEGHENY . TERNATIONAL P.O. Box 456 company of a INTERNATIONAL 4ALTY DEVELOPMENT - Pittsburgh, PA 15230 3RPORATION - -. VOV CHER INVOICE DESCRIPTION INVOICE N... ER my010E NO. P. O. NO. DATE 3DD76 '-IER. PERMIT 03 Dl; 86 TOTALS TACH REMITTANCE BEFORE DEPOSITING City of Newport Beach 3300 NEWPORT BOULEVARD NEWPORT BEACH, CALIFORNIA 92663-3884 FINANCE DEPT. 714-640-2236 I I r `- VENDOR NO. CNECK NO. INVOICE DISCOUNT NET AMOUNT AMOUNT AMOUNT 247:.5 :.00 24T.50 I '47;a_7i I I v ...:.. 247. SC' i STATEMENT OF PLEAcE RETURN WITH PAYMENT ACCOUNT AMOUNT :. .. .. .:_,4c _ ... ....... /a i r9rr— / CITY O NEWPC>RT BEACH P.O. BOX 1768, NEWPORT BEACH,CA 92063388.4 February 28, 1986 Dick Phillips c/o Allegency Intl. Rlty. Dev 2 Oliver Plaza Pittsburg, PA 15230 Dear Sir: A check of the City's Harbor Permit files has revealed that the permit for the pier and float at 1913 East Bay.Frdnt, Newport Beach is registered to Don Russell. A transfer application must be completed and a transfer fee paid each time the permit has changed ownership. Chapter 17.24.030 of the Municipal Code addresses the transfer of a permit and reads as follows: "No person shall transfer a permit for a pier, float or similar structure granted under the provisions of this chapter without prior written approval of the City". Failure to pay the transfer fees can be grounds for revocation of the Harbor Permit in accordance with Chapter 17.24.090 of the Municipal, Code,, Your cooperation in bringing this permit up to date will avoid any action by the City. Yours truly, ,+ Tpny Melum / Tidelands Administrator TM,db /qK�y 3300 Newport Boulevard, Newport Leach CITY OFNEWPORTBEACH 11 0. BOX 1708, NEWPORT BEACH, CA 92663.3894 February 20. 1986 Syd Button 1911.E. Bay Front Balboa,.CA 92661 a Dear Sir: A check of the City°s Harbor Permit files has revealed that the permit for the pier and float at 1911 East Bay Front, Newport Beach is registered to Don Russell. A transfer application must be completed and a transfer fee paid each time the permit has changed ownership., Chapter 17.24.030 of the Municipal Code addresses the transfer of a permit and reads as follows: "No person shall transfer a permit for a pier, float or similar structure granted under the provisions of this chapter without prior written approval of the City®. Failure to pay the transfer fees can be grounds for revocation of the Harbor Permit in accordance with Chapter 17.24.090 of the Municipal Code. Your cooperation in bringing this permit tap to date will avoid any action by the City. Yours truly, j Tpny Melum / Tidelands Administrator TM:db 3300 Newport Boulevard, Newport Beuch CITY OF: QEwro lot- 7 7Q F-T-1 4 Ij.0 �-, , -A �e v 10 Q I TY I, ZAP Soundings are'expr.essed J'n foot'and denote depths below P,n lower I ow Water. ,Maximum range of:tide appr I ox i mat,e I Y 10 feet. Ha rbor lines are e 5 vali i she ints se ction e4tion Newport Bay. ADJAC.t-N-r r' RV Fg��r I�K OwQr�9�7 .i ' A �1i46 WA" L 7 4iTZT 91 L Ib .10511907 1909 -AULY rW-C) ;,we LXT' G f2 re�-T -OKA E CA CITY OF NE"ORT OEAC" HAR oR PERMIT "MISSION IS HERECY GRANTED TO CONSTRUCT ANir PoYAINTAPN THE rACBLITY SHOWN ON ?HE REVERSE HEREOF' AT THE SITE INDICATED, SUBJECT TO TH PROSliS1OH5 O; THE HARBOR PERMIT POL7CIrS OF NE:WPORT BEACH AN'• ANY SPECIAL CONDITIONS LIG'rF'O HEREON. THIS PERM; t5 NOT TRANSFERAEcLC VVITHOUT THE LVi:177'EN CONSENT* THE CITY HARBOR COO;to? ..ATOJ2 Or-' CITY COUNCIL. TH RIGHT5 GIVEN UNDER THIS PERMIT ARE PEI?MySSIVE ONL' AN0 THIS PERMIT MAY RE REVOKED BY THE CITY COUNCIi. IN ACCORDANCE WITH 1ITL.E 17 OF THE MUN�Ccr,ny, CODE;. care HAR OR O Ml, ,, �64 /'U 4-6Clef y_ SPECIAL CCNVt'smoms: Corps Of Engineers Permit - Orange County Permit Other ow --?�Cel 12 AT DATE ......_...r? .--• SEE ATTACHED SHEET j o9- f�/ c -Li v� AI E4V �• io r e� 1, J�jj IbAr DIAY) C-6"1101�"'A fi P C ��pcu� . VdCIIJIN 51'��TGH ~ w�.sr Soundings are.expressed'in feet and denote. depths below Mean Lower Low Water. Maximum range of tide approximately 10 feet.. Harbor limes are established in this section Newport Bay. L?F:ED�a� I i 5. MOH �. �.. ' �f � � _ ,�'• �', � GROIN j' -----}• I 66 —> S.ajLkf l f ✓fv I QF— DI �B o V, 95 42. l�W, U(�a AZFE FA L � z 905 1907 11 1909 1 1911 1 1913' LLE I ACO. 015 An2%NE,5b: 14i� E. ?!,Ay AVE. eAL WA CQI lri°1AGT01� ( AIMTAW '8'4s; F.ai,.::.i'f „?.....:'4>? e 'FFVZF M...1s.,OR V i,::'111 C 9 ,S a.'1;i'4 ba.. c.':' J .._A""' . Mo' SPIE;Fr i. Q: .t. .. F ;n. e 2 i V OAII. 3:. �. ..Cli .,. .... ,., 38➢AHTS L»s%iEN U'N UI--i AND 5`HM P,,_%:i>,43" .:....'n' .. IN AC'd:OI113AMCE kJVITH TITLE E •` -,. .SHE !iii>;Qi:.gPRe?.. COPE. PATE or-151go C.--bl S�"i r-'s nyaBk GO, 01 IFDCE k"ATF" PtAL EL -INN B-Gl3U EDTC;a?: PLACED 1 rrrvrrs�� �� i..'�. •' • � G�rr..rrr�r\� .I. i i Soundings are.expressed'in feet and cpenote. depths below Mean Lower Low Water. MgxImum j range og,tide approximately 10 feet.. Harbor lines are established in this sectigln Newport Bay. Di2E�� la 0 le;uLMN � WOM 0' gvo 35 42L 1 2 1905 1907 1909 1911 1913• ALLEY 7 D �3v'7TaN APi"�IC�J.ITS 9.1�'. 2 poN r�oss.�LL. .. JOB A F.SS: 1911 E. 3Ay ,NNE, aAL4aOA "R- I . 50 20:Yu�t7sV, - CITY OF NEWi't3Fil rdei-, ::i HARBOR PERF IT PERMISSION IS idSW BY ORANTC0 TO CONSTRUCT "lip MAINTAIN THE FACILITY SHOWN O'✓,! T10 E;IWIRs E HxRX(W, AT THE BETie ltt':GEi:,4,"i'%:.''+,., $c:fiFdEC3' Y=J S.EE j,-a JYis6jo S Oi THE HAR12E252 WERI--157 P$bL'.Cf58 0V W ."?Ji RSd : R9C Clil AM ANY SPECIAL LWT.'-x'tr, 'JE "'G6:'i T. vliy1$ S'?IF$&�±: IS NOT TR'AAAiErFWf:?i1! f;.. *P.*ARa)tux '« t. VoRw—m...�d a.3`FX)wgrr Gi THE CiV%f k4ArPS—v G';Ty RPEN.'IFdi wVE1.Rt glEs1l? _R l&--; m;r2wo ir..:a6`? E'vlki 955 W*,l OKL, AND Tsu& V BtETmv rwAv w7 F.mr✓5w"gvp tik`..S'9s"$: Cnew (:± w4q;1L IN ACCOROANU& Yii1T14 VVXHA'08�0R 7hc d4S9�:I'"Ji L "� E. 'Z' V '//��L E MIT:N®. i3''� EMA-L COFe9DI a ION& Corps ®3 €ogineens Perma@..5-/0 7j orange County permit '5*h rl C "-' / ., z y, - 7 I CITY OF NEWPORT, BEACH CALIFORNIA City Hall 3300 W. Newport B1,4. Area Code 7.14 640-2156 January 15, 1979 . U. S. Department of t 6 I�pteHor Bureau of Sport Fisheries. and Wildlife 24000 Avila Rd. Laguna Niguel, CA �..Gentlemen: The enclosed permit drawing application(s) is being sent for your information in accordance with conditions of approval under the U.S. Army Corps of Engineers Pblanket" permit for maintenance dredging.• This "blanket" permit was issued to the City of Newport Beach on February 12, 1974, and sl�ybsequently amended on May 10, 1977 to allow beach restoration. As required quired by this permit, the Marine Department has inspected the dredging site and found no eel grass within or near the project. The City Council of Newport Beach will hear the application at its January 22, 1979 meeting. If you have any questions regarding this application, please contact the City of Newport Beach Marine Department at (714) 640-2156.. Sincerely, D. HARSHBARGER, DIRECTOR MARINE DEPARTMENT Glen E. Welden Tidelands Administrator GEW:11 PERMIT NO. -/ff DREDGING APPLICATION Project Location: 1911;.1913 East Bay Avenue Cubic Yards to be Dredged: 193 Method of Dredging: Hydraulic Suction Nature of Dredged Material: Sand/Silt Disposition of Dredged Material: Place material on adjacent beach . Method.of Material Disposition: Pump through discharge pipe to disposal Turbidity Control Method: Filter screen around discharge site Effect of dredging on contiguous bulkheading and beaches Will restore depleted beach It Williau1I. Hnrrris , hereby state that I. have.read the U. S. Army (print name) Corps of Engineers permit for maintenance dredging in Newport Harbor, the City of Newport Beach and Orange County Harbors,Beaches and Parks District (if applicable) permit for maintenance dredging and that I accept all the provisions therein. Additionally I guarantee that the proposed dredging will not occur because of any altering of existing use of the affected zone. D_pn Russell Shell Maker Inc. Appicant-type name Contractor -type name) nP Amhcr_ 12 iqJR Signed: (Date) Contractor's Representative `)S1.00 /0 9-//// "'ITY OF NEWPORT BEACH December 21, 1977 Mr. Toby Baker Mr. Syd Button 2101 E. Balboa Boulevard Balboa, CA 92662 REFERENCE: 1911/1917 East Bay, Balboa Dear Sirs: On November 2, 1977, the Marine Department corresponded with you in regard to a permit problem involving the above listed property. Specifically, the pier and float at the listed address does not conform to the Harbor Permit on file. We have not heard from you as of this date, and this situation roust be corrected immediately. If it is not, it will require a new permit be applied for resulting in substantial expense to the property owner. At your earliest convenience, contact the ?Marine Department at 640-2156 so that we can assist you in resolving this problem. Sincerely, GLEN E, WELDEN TIDELANDS ADMINISTRATOR Tony IMel th Harbor Inspector Marine Department TM: II City Hall ® 3300 Newport Boulevard, Newport Beach, California 92663 November 2, 1977. Toby Baker/Syd Button 2101 E. Balboa Blvd. Newport Beach, CA Dear Sir: CALIFORNIA City Hall 3300 W. Newport Blvd. Area Code 714 640-2156 Re: Harbor Permit # 16-1911 1911-19.17 E. Bay/ n• The Marine Department is currently conducting inspections of all structures on the waters of Newport Harbor for conformance with City Council Harbor Permit Policies. During the course of this inspection, it was noted that the structure at the above listed address did not conform to the Harbor Permit on file. A copy of the drawing for that permit is attached for your reference. Pursuant to Harbor Permit Policies and the Newport Beach Municipal Code, a drawing accurately reflecting the dimensions and location of the structure at the permit site must be on file with the Marine Department. Would you please contact Tony Melum at the Marine Department, 640-2156. between the hours of 8-10 a.m. and 4-5 p.m. at your earliest conven- ience so we can assist you in correcting this problem. Sincerely, GLEN E. WELDEN TIDELANDS ADMINISTRATOR Tony Melrim Harbor inspector Marine Department TM:11 / d 91- / 9// TO: U.S. Department of the Interior Bureau of Sport Fisheries & Wildlife 2855 East Coast Highway Corona del Mar, CA 92625 f City Hall 3300 W. Newport Blvd. Area Code 714 673-2110 Gentlemen: The enclosed permit drawing application(s) is being sent for your information in accordance with conditions of approval under the U. S. Army Corps of Engineers "blanket" permit for maintenance dredging issued to the City of Newport Beach on February 12, 1974. The City Council of Newport Beach will hear the application at its March 8, 1976 meeting. If you have any questions regarding this application, please contact the City of Newport Beach, Marine Safety Department at (714) 673-2110. R. E. REED, DIRECTOR MARINE SAFETY DEPARTMENT Glen E. Welden Marine Affairs Aide GEW; l f Cl T Y NimPoaer Jr.4CH L to ri �F^u? n \\ w!•rl' Y 0 os � � \ ♦ ti ♦ O O/ O -$00 M.L.L1J� 4^Ie� - /�� f � ♦Ifl ♦' -- —_..1. � •' VICINITY 51<ETCH N.wlowr 9^y Cq irok Niw SO4n drng3 Ore BAilcssld rn mill Ond derr✓le oep /hs bl.uw tiFcoq GONer Lo.✓ r ongl a/ Ir de r7pP''�n/�O ie/y /U are eslob/r Sired /n >/A'S Jlcr.on o!'.Vw pore doh. , , L i t izy1 I i I , Alley � 'tsar Cal --,;c.� IL. . = °'C .;are�ee AA O 004E SS — _ a ��; = CO- A --_ PCI2'IV mssiAN IS :NU'.44EBY GkY.@NT7F:D 'sT^ CONSTRUCT AND MAINTAIN THE f'L1C H,?T1f ;i? '.'s`."d +YR;'i -nld 52s':;'Fe:;'3'.^.t'='. HEREOF, AT THE 9a3s:, 2iv5i; :7.a"ti' E9: C=,)[ Sk.i`. 'a OF THE HARBOR Err Merg rA4; 63 ANY, ANY rPr'.t-3Ada. 6;; Sf•T :i e YE'.gd;;',:::`:i T::;fil f-.:s:'.; ..':,.•_ , ,.,;:ti PERiVF$Y. IS Pd1B14' 'YY.F19*1��':52i1'u.=a.*•. �ii!:::�..;.:�� �:..... , „Yit;i ;'aa:`i:;�;.6v`p' of THE Cd` V Ifid4RBOR Tiff, aSaGS-Si n i'Z.vFm U VII)MR AAI4A 64(zfGFesaS i6ls78" e f di 8.3B F"t ��"' Pvmc L 9a ACCORDANCE W9TlH '€ETLE Y r - i4�VJ�'^E'IWlyf-� 0 ( 'CITY HARBOR COORDINATOR RMIT No. DATI SPECIAL CI>13&a§DIT-pou4S. Co"IS of E"9' aeers POrA it of'E'ng 4 COUIa 4' Re saaat MARINE DEPARTMENT February 23, 1976 ITEM NO.:. H-11 TO: MAYOR AND CITY COUNCIL FROM: Marine Department SUBJECT: HARBOR PERMIT APPLICATION FOR MAINTENANCE DREDGING PERMIT NUMBER 109-191IZ1917 Recommendation If desired, approve the Maintenance Dredging harbor Permit appli- cation. Discussion This application requires City Council approval under the conditions of approval of the City of Newport Beach "blanket" permit for main- tenance dredging issued on February 12, 1974, by the U. S. Army Corps of Engineers. The location and applicants for the proposed maintenance dredging are: 109-1911/1917 - Syd Button/Toby Baker 1911/1917 E. Bay Avenue (Joint Ownership Pier) The staff has reviewed the proposed dredging and has determined that the work to be done is within the parameters of the Corps of Engineers permit. In addition, the proposed dredging will comply with a condi- tion placed on a permit approved by Council on August 11, 1975, for remodeling this facility. That condition reads as follows: "That any future permits for maintenance dredging be consistent with existing sand profile lines for adjoining properties." Shellmaker, Inc., the dredging contractor, will minimize turbidity as much as is possible and will barge the dredged material to the Environmental Protection Agency's designated disposal site, four miles at sea. ( EG/ E. Welden Tidelands Operations Coordinator Marine Department GEW:lf PERMIT NO. Z0 (, / DREDGING APPLICATION Project Location: 1917 East Bay Avenue Cubic Yards to be Dredged: 74 Method of Dredging:_ Hydraulic Suction Nature of Dredged Material: Sand/Silt Disposition of Dredged Material: Haul to sea and durno at Latitude 33031142N, Longitude 117054148"W Method of Material Disposition: Barge to sea Turbidity Control Method: Material to be contained in Dump Barge at dredge site Effect of dredging on contiguous bulkheading and beaches None Ir __ Wm. L. Harris , hereby state that I have read the U. S. Army (print name) Corps of Engineers permit for maintenance dredging in Newport Harbor, the City of Newport Beach and Orange County Harbors,Beaches and Parks District (if applicable) permit for maintenance dredging and that I accept all the provisions therein. Additionally I guarantee that the proposed dredging will not occur because of any altering of existing use of the affected zone. d Button Shellmaker Inc. pplicant-type name Contractor -type name) 2/6/' Signed:o (Date) Contractor's Representative PERMIT NO. DREDGING APPLICATION Project Location: 1911 East Bay Avenue Cubic Yards to be Dredged: 74 Method of Dredging: Hydraulic Suction Nature of Dredged Material: Sand/Silt Disposition of Dredged Material: Haul to sea and dump at Latitude 33031'42N, Longitude 117154148"W Method of Material Disposition: Barge to sea Turbidity Control Method: Material to be contained in Dump Barge at dred e site. Effect of dredging on contiguous bulkheading and beaches None I' W� hereby state that I have read the U. S. Army (print name) Corps of Engineers permit for maintenance dredging in Newport Harbor, the City of Newport Beach and Orange County Harbors,Beaches and Parks District (if applicable) permit for maintenance dredging and that I accept all the provisions therein. Additionally I guarantee that the proposed dredging will not occur because of any altering of existing use of the affected zone. Toby Baker Applicant -type name 2/5/76 (Date) Shellmaker, Inc. Contractor -type name) Signed:� Contractor's Representative Cl r K c,,=. Nreoaer 9.e,4cH Ive w por I a�y U.S, 'd L VICINITY SKETCH NI-10gr BAY CAL 'FlaNll sbc, (Y'nV5 a', eApicss&,, 11 r"I and a.nOlw be/Ow M,,, 1,W&, ZOW W0,10, 440&,..r� OF 10"Wey, are e3yok1t5hed /,, "A's 5CC6., A v e nj, c. qa 45 S, 7' S815 R*.5L4bd;v',s;aoj 4/ M. M P&4AbtJlr�4;0p, Ott. it A. oby &,% K c ir 5 yd 6 4 it * h 1911 *. 11117 East 69,1r. 3olbOCk I adkts a ve.)-by -I. A .4Dt),PF-s-v ! I CaAol?-,qA cTbA i dAtEI pERMjSSjO,,.j 15 AND MAINTAIM TWE rA.f,;P A HEREOF. AT THE 597,i! v 's W THE leMPIMIlyid P�:"W.,x VEROW., Is NOV ;VNT I" THr IV i�"'Al Iz Arm 'evort; osrmonr MA� V Q.OUW-Z:L IM AOC"�DAMCE VIOTH IVIYL—r ;.7 oF yr-,e V.QNMC9rAAL OOPE. al 'PERMIT NO. ZFFT—YH A lej-0 —RC 0 6F� 6 Nfifd R — —DATE— CONSTRUGLON —7 DATE .... /� ...- ... L.7---l-1. SEE ATTACHED SHEET �ww cOrp;, of lar-,Mpz county p"Nift OldWn 9 c 12 -2 cc. F, 2- '2 —7 DEPARTMENT OF THE ARMY LOS ANGELES DISTRICT, CORPS OF ENGINEERS P. O. BOX 2711 LOS ANGELES, CALIFORNIA 90053 gpico-N Mr. Toby 1Jaker $ Mr. Syd Button 0/6 Gillis S Derby 2806 Lafayette Avenue Newport Beach, CA 92660 Gentleman: 13 November 1975 In response to your request of 25 July 1975 (75-184), there are inclosed two cr©pieus of a draft permit authorising the installation of a pier, sump and finger floats, in Newport Bay, Pacific Ocean, THIS PEPMIT IS NOT VALID UNTIL SIGN9D BY THS DXSTia$C-T sualNEER.. Your attention is particularly invited to the Spaatal conditions on Page 3. Beath copies shall be Signed and dated by an owner; be outboriaed responsible official, with his title shown thereon, and returned to this office. The permit will therm be validated and one copy will be returned to you. If the draft copies are not signed and returned within 30 days from the date of this letter, your request for the proposed work will be withdrawn. 1 Inol (dupe) As stated y Furn: City of Newport Beach (Marine Safety Dept.) 70 Newport Pier Newport Beach, CA 92660 Sincerely your$, JOHN V, "LEY COL, CS District Snginser e4'4 0yTIO/v % 2 __KC++y-1 U 2 1? hb/)>6-1916 CRLIiU:(f�l{i� COAJTAL 1Ci:•1E C01�liUidC,ULi;,11S51U�� Sr)'AH COAST . ".G:C:•N.:L CCS','.115°lOt� .�`�•'� ✓� :A O• -MIC 37G7 . P.O. E 7'G 1 J:) IONS'. C`. /�C11, Ct.11l,^,.%I:L� iLZ01 (213) 4164231 p1+, CLC;/5 D;OT ICE OF PROPOSED Pw=.I:IT C011DITIONS The follo-ai.n conditions have been appended to your appli- cation for Per;;iit 'No. E for consideration by the Commission on September 22, 1975 PROJECT DESCRIPTION: Demolish existing S.F.D. and construct 2-story single-family dwelling, including modification to existing dock CONDITI0;1: Prior to issuance of'. permit, applicant will submit a signed and nolosired statement agreeing that, no boat will be docked on the \ channeln'ard side of the proposed dock which extends beyond the U.S. Pierhead Line. If, you feel that you cannot agree to these conditions please notify thi.s office no. later than Date: Au;uat 29, 1.975 1,2 r411rpc,.c;er Exccu Llve Director September 12, 1975 , WC: cm STATE OF CA111nC41A CALIFUNNIA COASTAL ZONE CONSERVATION! COMMISSION SOUTH COAST KCHONAt COM ISSION 666 E. OCEAN BOULEVARD, SUITE 3107 P.O. BOX 1450 LONG BEAU, CAUFOPNIA 90001 (213) 436�4701 (714) 8460648 RESOI,U`I'IOP1 OF P,PI'ROVAI., AND }'E;RNiTT Application Number: Name of Applicant: P-8-25-75-5998 Mr. & Mrs. Toby E. Baker 2101 E. Balboa Blvd., Balboa 92661 Permit Type: [71 Standard LI Emergency Development Location: 1917 E. Bay Ave., Balboa, Newport Beach Develo moat Descrjptjo.,: Demolition ofexisting2-story single- family dwelling and construct a &story single-family dwelling including modi'icacion to existing dock, 28' above avarage finished grade. Commission Resolution: 1. The South Coast, Conservation Uonodssion finds that the proposed development: A. Will not have a substantial adverse environmental or ecolog- ical effect. B. Is consistent with the findings and declarations set forth in Public Rcsourcers Code Soctiuns 27001 and 27302• C. is subject to the following other resultant statutory pro- visions and policies: City of Newport Beach ordinances. N D is consistent 1vith the aforesaid other statutory provisions and policies inthat; approval :in concept has been -issued. E. The following language and/or drawings clarify and/or facil- itake carrying out tho intent, of the. South Congt I egionn]. Zone Conservation n Commission; application, siLo qnp, plot pinn ;nld rh}pinvO in ouncopt.. DEPARTMENT OF THE ARMY LOS ANGELES DISTRICT, CORPS OF ENGINEERS P. O. BOX 2711 LOS ANGELES, CALIFORNIA BOOSS Public Notice No. 75-184 2 September 1975 YOU ARE INVITED TO COMMENT ON THIS APPLICATION FOR A PERMIT APPLICANT: Mr. Toby Baker Mr. Syd Button 2101 E. Balboa Boulevard and 1303 E. Balboa Boulevard Balboa, California Balboa, California 92661 ACTIVITY: Installation of a. pier, ramp and finger floats at 1.911 and 1917 East Bay, Parcels I and 2, Block 28, Tract Eastside Addition in Newport Bay, Pacific Ocean, City of Newport Beach; County of Orange, California, as shown on the drawing accompanying this notice. PURPOSE AND USE: To provide private docking facilities. FEDERAL, STATE AND LOCAL AUTHORIZATIONS: Approval has been received from the City of Newport Beach. Permits or approvals will also b� required from the Water Quality Control Board and the Coastal Zone_Conservation Commission, prior to issuing permit. ENVIRONMENTAL IMPACT: This office does not intend to prepare an Environmental Impact Statement on this activity unless significant detrimental effects are brought to our attention. CRITERIA: Your written comments or objections should include the number and date of this notice and must reach this office within thirty (30) calendar days. The decision whether to issue a permit will be based on an evaluation of the probable impact of the activity on the public interest. That decision will reflect the national concern for both protection and utilization of important resources. The benefit which reasonably may be expected to accrue from the activity must be balanced against its reasonably foreseeable detri- ments.. All factors which may be relevant to the activity will be considered; among those are conservation, economics, aesthetics, general environmental concerns, historic values, fish and wildlife values, flood damage prevention, land use classification, navigation, recreation, water supply, water quality, and, in general, the needs and welfare of the people. Details of changed conditions on the final permit action will be provided upon request. FOR THE DISTRICT ENGINEER: ROBERT H. REINEN LTC, CE Deputy District Engineer Cl rY fVEsrpoPr BActi o4 _ 1. ,n •r!• L 4�00 .`.(.r 765. 1•L$M.W � nNe' �" •w, ... °� - `� _a:oli c •V � / � N VIClnalrY SKETCH SQnI� 1�J 4Q' wvo Rr 5AV CA(160RNIA (NJ Fee/ ✓ Sotina'.n Slg ore eep�cJ'sed rn and dvno /• ' dvp lhg beiorr Meon Lowvr Loa Wo /e�-. MaJ,...an. range of ;idp opp ruc, •nu'/v/Y /O'/'ved Norbar /.neg New• �. �w are <aio b/,'Shed /» fhis SG cfon oFN°.✓Parf 6a�'. " o. N y Exist,' Flom Flo"p t Piar 70: '3c i f l 2 r A V e n :J. e- .Jo .�� p. y. ,c• ve. v4' 41. 44' k, S, T sa9S Lrfi 41 Truest i;6 1^i5ioq M.M,,,.. 4. " F'tuLxi�4�11'i�/Qh JO'/J G�t,R8,197x o .�• tea . ,I< I'm so- Syd 13 Ch. 191f v- 1117 E04 Liw Ral ov % C;" a Dcrbj dw�Es ✓Qn rQOO PESS: �C.a,w T�QAC%/t MARINE DEPARTMENT August 11, 1975 ITEM NO.: H-11 TO:. MAYOR AND CITY COUNCIL FROM: Marine Department SUBJECT: HARBOR PERMIT APPLICATION #109-191.1 BY MR. TOBY BARER AND MR. SYD BUTTON TO CONSTRUCT A JOINT OWNERSHIP PIER AND NON -CONFORMING FLOATS AT 1911 AND 1917 EAST BALBOA BOULEVARD Recommendation If desired, approve the application subject to the approval of the U. S. Army Corps of Engineers and the following conditions listed by staff: (1) That the pier relocation and floats not be constructed until the rough plumbing for the two homes on parcels one and two are completed. (2) That any electrical or domestic water to the pier be subject to a permit from the Community Development Department. (3) That any future permits for maintenance dredging be consistent with existing sand profile 'lines for adjoining properties. Discussion City Council approval is required under Section 5 paragraph B of the Harbor Permit Policies which state: "Prior approval of the City Council will be required before the Marine Department may issue any permit that does not conform to the standard harbor drawings and the adopted Harbor Permit Policies." The proposed relocating of the pier and redesigned finger float on the common property linebetween parcels one and two will in effect convert an existing single ownership harbor structure to a joint ownership facility. In addition to the joint ownership permit, the permit application differs from the standard drawing in configuration, not in structural design. The difference being that APPLICANTS: TOBY BAKER AND SYD BUTTON .PAGE Two the two outboard finger floats are not attached by a headwalk to the main finger float. The purpose of this design is twofold. First, this location near the east end of the Balboa Peninsula, is periodically subject to south-east storm surges and by having a vessel berthed between two floats reduces the potential danger of damage to the vessel during adverse weather conditions. Secondly, by eliminating the headwalk, vessels berthed at the joint facility can be moored more shoreward thus minimizing the amount of vessel extension bayward of the permit zone. Also, this design reduces future maintenance dredging beneath a headwalk which has a tendency to cause a steep shoreline profile. The staff is in agreement with.the beneficial aspects of joint harbor permits because they encumber less useable beach space by the elimination of a second pier. Joint ownership facilities in the past have been encouraged by both the Joint Harbor Committee and preceding Councils. i/ �sJ+rr��vgta._J D. Harshbargger, Assistant Director Tidelands Operations Division Marine Department DH:ts STATUS SHEET HARBOR PERMITS E �� LOCATION /. %/j� � / ( New Revision. Dredging Date Rec'v -r- (?� Fee Amt. gj Fee Processed Date Reviewed by M.S.D. �=%L Approved Denied Correction Req'd. - Desc. City Council: A pr6"yy ved Denied Remarks DATE MATERIAL SENT/APPROVED C.O.E. SCRZCC SARWQCD 1. Application 2. Consent Letter.`- 3. "Waste" Letter 4. Drawings 5. Staff Report 6. 7. 8. i REMARKS Y J.H.C. Or.Co. T.T.C. Application No. 75-184 Mr. Toby Baker and Name of Applicant Mr_ Gv T R i on Effective Date Expiration Date (If applicable) DEPARTMENT OF THE ARMY PERMIT Referring to written request deted_25 Jul 1975 75.7-184) for a permit to: 0(X) Perform work in or affecting navigable waters of the United Stotes,.upon the recommendation of the Chief of Engineers, pursuant to Section 10 of the Rivers and Harbors Act of March 3, 1899 (33 U.S.C. 403); ( 1 Discharge dredged or fill materiel, into navigable waters upon the issuance of a permit from the Secretary of the Army acting through the Chief of Engineers pursuant to Section 404 of the Federal Water Pollution Control Act 166 Slat. 916, P.L. 92.500): ( I Transport dredged material for the purpose of dumping ll.in'to ocean waters upon the issuance of a permit from the Secretary of the Army acting through the Chief of Engineers pursuant to Section 'I03 of the Marine Protection, Research and Sanctuaries Act of 1972 (66 Slat. 1052; P.L. 92-532); Mr. Toby Baker Mr. Syd Button -a (Here insert the full name and address of the pormittepl 2101 E. Balboa Bl. and 1-303 E. Balboa Bl. Balboa, CA 92661 Balboa, CA 9266). is hereby authorized by file Secretary of the Army: to install a pier, ramp and finger floats . (mere describe the proposed structure or activity, and Its intended use. In the case of an application for a fill permit, describe the structures, if any, proposed to be erected on the fill. In the rase of an application for the discharge of dredged or fill material into navigable waters or the transportation for discharge In ocean waters of dredged material, describe the type and quantity of material to be discharged.) if, Newport Bay, Pacific Oce��------"s (Acre to be named the ocean, river, harbor, or waterway oonearned.) ut ].911 and 1917 East Bay, Parcels 1 and 2, (Ilene to too named the neoreat well-known loei)il.y-- B].ock 28, Tract Eastside Addition, City Pnths'fr a town or clay —find the distance in same, anti y tenths' from some definite Point in the earn a, aGtttng of Newport Beach, County of Orange r whether above or below or giving direction by points of California compp __ vsJ in acco—RD ncewitlt the Pions mid drawings attached hereto which fine incorpornted in and made a part of thfu permit (on drawings: give file number or other definite Identl0eutlon manta): Toby Baker and Syd Button _ Drawn by: Gillis & Derby Dated: 7-18-75 mibiect to the following conditions I. General Conditions: a. "chat all activities identified and authorized heroin shal! be conuisiont with the tormf ?nd rnndWons of this permit and that any activities not specifically identified and authorized fherOn ?1401 f^Ans?dll,:tt° n +�ic!a!i;�n 0 li,r, :mane and conditions of this permit which nwy raruit in the modification, suspension or revotntiott of (et,; pw'!hit, in whah or ki part, as set forth more spu:if ically in Genaroi Condtiong I or k Hereto, and in the Institution nP such lags) prPcaedongs -is thb Unfnd $(ttes Government may connidar oppropriero, whether to not this permit hag been prevlonsiy modified, xuspunded or revoked in whole or In pied. LHfG FOlaf lint 1721 F_DI T'ION Or JUNE leas iS J v,<s(DL EII'F_'. t 7n (ER 1745-2.-'03f ) n. That the permittee shall notify the District Engineer at whet time the activity authorized herein will be commenced, as for in advance of the time of commencement as the District Engineer may specify, and of any suspension of work, if for a period of more than one weak, resumption of work and its completion. o, That if the activity authorized herein is not stated on or before _ 31 S't day of _DS,_Ceig1?2X_, 193L_, (one year from the date of issuance of this permit unless otherwise specified) and is not completed on or before _3,]„%�t__ day of December , 19 78 . (three years from the date of issuance of this permit unless otherwise specified) this permit, if not previously revoked or specifically extended, shall automatically expire. p. That no attempt shall be made by the parmittee to prevent the full and free use by the public of all navigable waters at or adjacent to the activity authorized by this permit. q. That if the display of lights and signals on any structure or work authorized herein is not otherwise provided for by law, such lights and signals as may be prescribed by the United States Coast Guard shall be installed and maintained by and at the expense of the permittee. r. That this permit does not authorize or approve the construction of particular structures, the authorization or approval of which may require authorization by the Congress or other agencies of the Federal Government, s. That if and when the permittee desires to abandon the activity authorized herein, unless such abandonment is part of a transfer procedure by which the permittee is transferring his interests herein to a third party pursuant to General Condition v hereof, he must restm'e the area to a condition satisfactory to the District Engineer. t. That if the recording of this permit is possible under applicable State or local law, the permittee shall take such action as may be necessary to record this permit with the Register of Deeds or other appropriate official charged with the responsibility for maintaining records of title to and interests in real property. u, That there shall be no unreasonable interference with navigation by the existence or use of the activity authorized herein. v. That this permit may not be transferred to a third party without prior written notice to the District Engineer, either by the transferee's written agreement to comply with all terms and condition of this permit or by the transferee subscribing to this permit in the space provided below and thereby agreeing to comply, with all terns and conditions of this permit. In addition, if the permittee transfers the interests authorized herein- by conveyance of realty, the dead shall reference this permit and the terms and conditions specified herein and this permit shall be recorded along with tite dead with the Register of Deeds or other appropriate official. The following Special Conditions will be applicable when appropriate: STRUCTURES FOR SMALL BOATS: That parmittee hereby recognizes the possibility that the structure permitted herein may be subject to damage by wave wash from passing vessels. The issuance of this permit does not relievethe permittee from taking all proper stops to insure the integrity of the structure permitted herein and the safety of boats moored thereto from damage by wave wash and the pormittoe shell not hold the United States liable for any such damage, --.---- ----- _ ��"" conspicuous place-i E♦3ECTIC N OF STRUCTURE IN OR OVER NAVIGABLE WATERS: That the permittee, upon receipt of a notice of revocation of this permit or upon its expiration before completion of the authorized structure or work, shall, without expense to the United States and in such time and manner as the Secretary of the Army or his authorized representative may direct, restore the waterway to its former conditions. If the permittee fails to comply with the direction of the Secretary of the Army or his authorized representative, the Secretary or his designee may restore the waterway to its former condition, by contract or otherwise, and recover the cost thereof from the pormittee. Cf r r /VEfYPO,Pr 5e- 4CN e `• s a yi �I J � � SGwj� 40- �� 1 Neu, Port R3aar ( '. 0 N � ,o H •4' �- � Iwa Oo I� y _ �+ � /sa •AEI VICINITY SkETCH w•••N�r i r„r N(wvoar BAY CAL Ii OANIA • isfer .SOurl (J,ny� ow BwpiCss ed ,n !'II/ orld d�na 1� be,'a,w Meon 40N0, Low waowr. MOr,,.w ron9e of hde 9pp i'u4,mo>(erY /O Ibs/. yorbor Iges are CSYQb/,shard ,n fA:s sac%.oq opr V;C v,,4 nor. 'Existy Flo/7 Ro,+? r Pier 7o l3c R....ev8.d- i a 1 ! 4n • u i - 3'Ai6 R%,p � IE' E•,aTI•t I YI t ._..._,._. 1.. 41. 44 • R, s. r says L,t 6 j M. M . b a I:o< �F4 �4KiZf dll'IS/r, to J09S c(t, �g, lgtia IC` .19' de• b(VIC � w 0 .6 Qaker r Sy BUttoh r. a'7 �g=aRx'Id< H.JJ o B 1911 r rq I7 Eaa i3�r . Coal as IRIS a et dry 1/ 8//qs J e 00eeSS' Cowtb� e< ! b/AITC 47 '-WTAf 1�lAeIA4/ llvDL/s; !IL5 L n TTeLeflPeRrTEe- 1615 Monrovia Avenue X Costa Mesa, CA 92627 (711) 615-2892 X Telex 676308 THOMPSON CSMA UIELL JAI Flange width 3' on all 1� I sides T— B FIGURE 2- FLOATATION UNIT DIMENSIONS 0 1 mens i ons ( In ) uei ht ( lbs ) Buoyancy (lbs) 6 , -f (. with plywood in salt water Hode I A B c top cover per Inch totp'l 1117 63 36' ! 16 96 68,95 1,1012 ; I L( 3c ',0 1 68.95 1,00710 F 63 361 1� 910" 58,95 973.9 1129 18 131 61.06 1,167.6 i t30 6' 72 1.- —1.2 I131 96 iu ii 1,978.8 1 ')') 7 2 1'657.7 1231 Y 96 18 i6 167 110. 01 2,259.0 !130 72 6 —2 3 10 2 -7- -1 2-','-3 -7-6 j 1-1 1 1j 96 16 25 198 110.01 3,519.8 pt%ml NO. 0 270 528 spir-8a -,r.e Q ck, _p c,.v. ern.. w r a strand. x 5 5— -.l�inp_,fo ) JS-5-18"Totiayor. . T p . _ Z5�W 1s 1 314' chaser2� rin' 4 odgee -Fxfoctivaprestrep�� F/ Im, 45a ch-9F.-.for typical, top bottom - vai I r. A ti EL,.p.*esEs mli force '30.550 lbs I HARBOR PR- --- E- -CA S"--r- COMPANY LONG BEACH, CALIFORWA PRESTRESSED CONCRETE- PILES . "lw QATC DWG No. ..... . ..... E4 C r f' V F— 14-3/8" —, �� 3n f� t 6,000�pai at 28_deye fF t OOQ vsi st transfer . � • P F;i�1'r.�ss�l19_S.TE� _-:� - • ,�Zn di9,.�•270,_K,_u.�conted-, strrnse- IeJicY seven_wire strand. -10mirml-areal �l ' 4''ltlr,atg.atrna��_—_--�70�CO�91 spiral HnrYSna.�tren�*Gh.__.—_..16z,1D° Working force strPnd 2 110 1'•-s L- ':: dotal._trorking_force ..__._....._...._200 880 lbs Z n 3/4" chamfer 196 in 2 4 edges 1L02'5 ;pi r� -_-_- -- 1", 450 cha,--fer typical+ toy & bottoa HARBOR PRECAST COMPANY LONG BEACH, CALIFORNIA - PRESTRESSED CONCRETE PILES 11." S CL-.RE oa.wN s ,. •., r. DWG �� 2 STATE OF CALIFORNIA—STATE LANDS COMMISSION EOMUNU G. B WN 1R., Co.err•cr STATE LANDS COMMISSION 1807 13TH STREET 4151), SACRAMENTO, CALIFORNIA 95814 October 8, 1981 File Ref.: G 09-02 SD 81-09-03 Mr. William Ware Ware and Malcomb Architects, Inc. 2151 Michelson, Suite 265 Irvine, California 92715 Dear Mr. Ware: The State Lands Commissionls staff has received your letter dated September 3, 19812 relative to your request for a permit to construct a 137-foot retaining wall at 1907 through 1913 East Bay Avenu% in Newport Beach, Orange County. The tide and submerged lands over which your facilities will extend are sovereign lands of the State of California that the Legislature granted in trust to the City of Newport Beach pursuant to Chapter 74, Statutes of 1978. Therefore, YOu need not apply Co the State Lands Commission for project authorization. However, you should apply to all other agencies having approval authority. This action does not constitute, nor shall it be construed as, a waiver of any right, title, or interest by the State of California in any lands under its jurisdiction. Very truly yours, JUDY LUDL.OW Land Agent (916) 445-71.34. JL/lp cc: City of Newport*Beach 3300 Newport Blvd. Newport Beach, California 92663 L1g4 MARINE DEPARTMENT August 24, 1981 l v! t 9()� TO: MAYOR AND CITY COUNCIL ITEM NO.: FROM: Marine Department SUBJECT:. HARBOR PERMIT APPLICATION NUMBERS 109-1907 BY WILLIAM WARE, 109-1909 BY HENRY BUCKINGHAM, 109-1911 BY SYD BUTTON AND 109-1913 BY DON RUSSELL TO CONSTRUCT A WOOD RETAINING WALL BAYWARD OF THEIR RESPECTIVE RESIDENCES. Recommendation: If desired,. Approve the application, subject to approval of the Army Corps of Engineers and the Coastal Commission. 2: Deny the application as proposed and approve the alternative number 1, that the applicants relocate the retaining wall to the bayward line of "Vacated East Bay Avenue" which is at a location 30 feet bayward 'of each residence. Background: The City Council Harbor Permit Policies, Section 16 BULKHEADS statesa "A. All bulkheads in residential districts shall be installed on estab- lished bulkhead lines, or at a location behind the bulkhead line that would preserve the design profile of the harbor. Any retaining or ornamental wall installed landward of the bulkhead line shall be considered a bulkhead if it also serves to contain the waters of the harbor and shall be processed in the same manner as if it were on the bulkhead line. The Marine Department may issue permits for bulkheads, between U.S. Bulkhead Station numbers 112 through 109, not to exceed the bayward side of the."Vacated East Bay Avenue". Concrete bulkheads and wooden retain- ing wall structures proposed to be constructed bayward of the bayward most line of "Vacated East Bay Avenue", shall be subject to City Council approval." The above quoted paragraphs of Section 16 were amended by the City Council in 1973. The Council, in amending these sections, made the findings that bulk- heading.along the easterly.portion of the Balboa Peninsula should be at a location that would preclude sand fill over an inter -tidal zone that was subject to the ebb and'flow of the tide. In addition, it has been Councils desire to retain existing sandy sloping beaches. page two August 24, 1981 City Council On October 1, 1979 the applicants above submitted a proposal to the City Council for the construction of the wood retaining wall as now proposed. The City Council continued the application till November 26, 1979 for further study regarding the effects of bulkheading on the harbor. On November 26, 1979 the Marine Department submitted a revised staff report setting out as alternative actions,approval of the.applicants original proposal, the alternative number 1 listed above and denial of the application. The City Council denied the appli- cation. Discussion: If the Council desires to approve the application as submitted, there are the following advantages: 1. The applican.t(s). increases the level useable zone immediately in front of their homes. Historically, very little public use has; been made of the inter -tidal zone bayward of these homes because of intensive pier and slip installations. Additionally, the property in question is fee owned by the applicants. 2. Placement of the retaining wall (bulkhead) at a location proposed by the appli_cant.will create a more even quasi bulkhead line. This is viewed by the property owners as more esthetically desirable. If Council approves alternate number 1, there are the following advantages: 1. Th1s location would place the retaining wall (bulkhead) outside the jurisdiction of the Army Corps. of Engineers and other State and Federal reviewing agencies which might comment on U.S. Army Corps of Engineers' Section_10 permits. This would save the applicants three to six months of permit acquisition time. 2. The City's Marine Department would be able to issue the permit administratively. 3. The existing beach berm line (the line where the beach begins sloping bayward) averages 10 to 15 feet bayward of the bayward most line of "Vacated East Bay Avenue". If the retaining wall is located on this line, the City and applicants alike would have a, small width of level sand beach against the bayward side of the bulkhead at approximately a +9 M.L.L.W. This sand will slough off toward the bay. However, it typically would assume a sand profile approximating a 7-1 slope from the top of the bulkhead to approx- imately a 2.0 M.L.L.W. The further landward bulkheads or retaining walls are located in relationship to the existing berm line, the less future maintenance dredging is required in order to retain sand against the •face of the wall.and assure a sandy sloping beach profile. Page three August 24,.1981 City Council The staff has prepared slides and an aerial exhibit of the project zone and is prepared to explain the location of the proposed wall and adjacent sand elevations. DAVID.HARSHBARGER, DIRECTOR MARINE DEPARTMENT Tony Melum Tidelands Administrator TM:nn HARBOR RESOURCES DIVISION 829 Harbor Island Drive Newport Beach, CA 92660 (949) 644-3044 / Fax (949) 723-0589 HARBOR PERMIT/APPROVAL IN CONCEPT HARBOR PERMIT/APPROVAL IN CONCEPT BY THE CITY OF NEWPORT BEACH as required for permit application to the South Coast Regional Commission pursuant to California Administrative Code, Sections 13210 and 13211. General Description of Proposed Development: Replace existing seawall -Same alignment. Construct cantilevered deck. Address number must be stenciled on at least 1 bayward facing pile. Property Address: 1913 East Bay Ave. Legal Description: Harbor Permit Number: 109-1911 Plan Check Number: 1688-2011 Applicant: Gondon Applicant's Mailing Address: 1913 E. Bay Ave., Newport Beach, CA 92661 Phone Number: 949-548-5359 I have reviewed the plans for the foregoing development including: 1. The general site plan, including any roads and public access to the shoreline. 2. The grading plan, if any. 3. The general uses and intensity of use proposed for each part of the area covered in the application. page 1 of 2 And find X They comply with the current adopted Newport Beach General Plan, Municipal Code, Title 17 and any applicable specific or precise plans or, ❑ That a variance of exception has been approved and final. A copy of any variance, exception, conditional use permit or other issued permit is attached together with all conditions of approval and all approved plans including approved tentative tract maps. On the basis of this finding, these plans are approved in concept and said approval has been written upon said plans, signed and dated. Should Newport Beach adopt an ordinance deleting, amending or adding to the Municipal Code or other regulations in any manner that would affect the use of the property or the design of a project located thereon, this Approval In Concept shall become null and void as of the effective date of this said ordinance. In accordance with the California Environmental Quality Act or 1970, and state and local guidelines adopted thereunder, this development: X Has been determined to be ministerial or categorically exempt. ❑ Has received a final Exemption Declaration or final Negative Declaration (copy attached). ❑ Has received a Final Environmental Impact Report (copy attached). All discretionary approvals legally required of Newport Beach prior to issuance of a harbor permit and a building permit have been given and are final. The development is not subject to rejection in principal by Newport Beach unless a substantial change is proposed. This concept approval in no way excuses the applicant from complying with all applicable policies, ordinances, codes and regulations of Newport Beach. See attached Special Conditions. Lisa Walters, Harbor Resou August 30, 2011 Attachments: Worksheet for Building Permit Application Drawing Page 2 of 2 D or s eet or tailding Combo Permit Application City of Newport Beach - Building Department Please print 3 copies HARBOR S�'"�i RCES( I louuunig 1.,._; uiduuiy I ,urainage I, itiec 1. Project Address (Plot mailing add 19/3 EAR 6Pq AJEI1LIVE 2. Description of Work ............................................................................. Extg Building SFF Exig Gar sf F_ New PLACE EX.IST-lI.L4' SEAi)HLL—.5AM9AL Demo Building SF I Add/Reconstruct Bldg SF ...... .... ......: ��uUnits (if Residential) P Use Valuation$ �ap000 ......... Demo Garage sf Add/Reconstruct Garage sf 1777TOTAL BLDG SF rrAdd Alter Demo ......,,..... .....................,,,,.....,....... TOTAL GARAGE SIF 17777 .F 3. Owner's Name Last d,a pDvj Owner's Address I913 EA5T- 6RV ��E41LJE ..... ..... ......................... City E1�1Pp2T �EF}eN State First Owner's E-mail Address Zipl4a.��I _ T 4. Architect/Designer's Name Last First Architect/Designer's Address City State Cu Yd Cut Cu Yd Fill # Stories ......................... M 4 , I No. Architect/Designer's E-mail Address .... ... ................ .... ....................-........ ..._................. .. Zip,. F7777 L75.Engineer's Name Last JF1FAR1 Firsts--LJ Lic.No. �' Engineer's Address 1,95341 Corrl.ME:RCeA1?-,q ._._DR...._CoiT� ioo ......... .._ .._ .._ ......_. ... f ... . ..............._. City LAKE I O/�E� State CA Engineer's E-mail Address @/1 sa sd — LL Sd coM Zip 9a ;3o Telephone r.76. Contractor's Name Last bHELLmIiKL�R Idc. First j Lic.No. /01�3 Class(R�+ R ...... �............... 5....... Contractor's Address S37 LJ. I �' S'rReEr city Cb SYYi .1-Y)cS a _ State CA OFFICE USE ONLY ENERGY P/C FEE $ Contractor's E-mail Address shetlmaker:@sbc Ioba 11.ne`r" Zip �c%atoa-�% Telephone W�'/ 43 9,6 [ 6 PERMIT NO GRADING P/C FEE $ Rev4116109 ELEC/MECH/PLUM P/C. FEE $ FIRE P/C FEE $ PLAN CHECK NO. PLAN CHECK FEE $ CITY OF NEWPORT BEACH I (N) WD GUARDRAIL FINISH SUR[ i CANT FPSTJE�Tx CO CONC DECK r +: f.'t�y.ydP.§•, ,r t� 7 rs .TV,(N) CONC r ✓?:s';;. s">�#.s+.;l. w'�'..` t' .. P,�" .i"�,t COPING— Y_ MEN .. �cuioenvw' .c9.xamo �,4�9;7 by ' VICINITY MAP NEWPORT BEACH, CALIFORNIA ,R, Q 0 PROPERTY (E) BULKHEAD @ THE ADJACENT PROPERTY TO REMAIN AND BE PROTECTED — z_ . L 5.0' (N) PRECAST GONG PANELS UP TO 12" THK LAYER OF SOIL/LANDSCAPE (N) 6" THK GONG DECK (N) HELICAL ANCHORS — TYPICAL BULKHEAD SECTION N.T.S. SOUNDINGS ARE EXPECTED IN FEET AND DENOTE ELEVATIONS BASED 01\1 E BAY AVENUE hY KIF k zk 5.0, 45.0' css pLj /OUTLINE OF THE ( / BLDG ON THE LOT SIDE PROPERTY LINE r (N) HELICAL ANCHOR TYPICAL, (N) GONG DECK (N) CONT CONC COPING TYP (E) WD SEAWALL BULKHEAD @ THE _. ADJACENT a z PROPERTY TO ui REMAIN AND BE PROTECTED (E) WO PIER & / PLATFORM TO REMAIN & BE PROTECTED NEWPORT BAY LJA PROJECT DESCRIPTION : PROPOSED CONCRETE SEAWALL TO REPLACE THE EXISTING DISTRESSED WOOD SEAWALL IN NORTH THE SAME ALIGNMENT. PROPOSED 5'-0" CANTILEVERED CONCRETE DECK AS SHOWN ON PLAN VIEW N.T.S. PLANS. APLICANTS NAME : Mr. MAX GONDON LOT: BLOCK: CONTRACTOR :SHELLMAKER, INC. DATE JOB ADDRESS :1913 E. BAY AVENUE 837 WEST 17TH STREET 08/02/11! NEWPORT BEACH, CA 92661 COSTA MESA, CA 92627 94 u aieab- -*#o4,4o -aora DEPARTMENT OF THE ARMY LOS ANGELES DISTRICT CORPS OF ENGINEERS P.O. BOX 532711 LOS ANGELES, CALIFORNIA 90053-2325 June 19, 2012 Regulatory Division Max Gondon 1913 East Bay Avenue Newport Beach, California 92661 Dear Mr. Gondon: 1oq-1q8 Reference is made to your request (Corps File No. SPL-2011-01009-SME), dated October 12, 2011, for a Department of the Army (DA) authorization to construct the 1913 East Bay Avenue Seawall Replacement Project. Under the provisions of section 10 of the Rivers and Harbors Act of March 3, 1999 (33 United States Code (USC) 403), you are hereby authorized to conduct the work described below within Newport Bay in the city of Newport Beach, Orange County, California, as shown on the attached Figures 1-5. Specifically, you are authorized to conduct the following regulated activities: Install a 37.5-foot-long by 5400t-wide concrete cantilever deck on top of a newly constructed, concrete seawall at 1913 East Bay Avenue abutting Newport Bay (Figures 1-5). The cantilever deck would be located at least five feet from either property line and would be approximately +9,0 feet MLLW in elevation. The footprint of the proposed structure wound permanently impact approximately 0.0043 acre of non -wetland waters of the United States. The owner or authorized responsible official must sign and date all copies of this Letter of Permission (LOP) indicating that he/she agrees to the work as described and will comply with all conditions. Both signed copies of this LOP must be returned to the Corps Regulatory Division. In addition, please use the two attached postcards to notify this office as to the dates of commencement (within 10 days prior to the start of construction) and completion of the activity (within 10 days following the end of construction). Furthemlore, you are hereby advised that the Corps Regulatory Division has established an Administrative Appeal Process which is fully described in 33 Code of Federal Regulations (CFR) part331. The complete appeal process is diagrammed in the enclosed Appendix A, Thank you for participating in our regulatory program. If you have any questions, please contact Stephen Estes at 213-452-3660 or via e-mail at Stephen.M.EstesL&usace.army mil. 2 Please be advised that you can now comment on your experience with Regulatory Division by accessing the Corps web -based customer survey form at: http:/lner2.nwp,usace.army.mil/survey.html. Sincerely, Corice J. Farrar Chief, Orange and Riverside Counties Section South Coast Branch Enclosures - ik - FERMI"fTEE DATE v� STATE OF CALIFORNIA - NATURAL RESOURCES AGENCY qyEGE.IkE:fi UND G. BROWN, J CALIFORNIA COASTAL COMMISS South Coast Area Office 200 Oceangate, Suite 1o00 Long Beach, CA 908024302 (562) 590-5071 MAY 10 2012 Page Date: P of 4 May 7, 2012 n DEVELOP ermltNo.5-II-258 7L MENT G•2 COASTAL. DENT PERMIT GOVERNOR On April 12, 2012, the California Coastal Commission granted to Max Gondon Coastal Development Permit 5-11-258, subject to the attached Standard and Special Conditions, for development consisting of: Removal of an existing failing 42.5'-long . wooden bulkhead and construction of a new concrete bulkhead in the same location supported with four (4) helical anchors landward of the bulkhead with top bulkhead elevation of +9.0 ft. Mean Lower Low Water (MLLW), to protect the site and adjacent properties. Grading will consist of 30 cubic yards of cut and 30 cubic yards of fill, which will be recompacted on site. In addition, a cantilevered deck that extends 5' past the edge of the bulkhead coping is proposed (there will be no cantilevered deck within 5' of the east or west property line) and a new 3'-6" tall guardrail will be installed at the edge of the new bulkhead. More specifically described in the application file in the Commission offices. The development is within the coastal zone in Orange County at 1913 East Bay Avenue, City of Newport Beach. Issued on behalf of the California Coastal Commission on May 7, $012. CHARLES LESTER Igo Executive Director Title: Coa tal rogr m Analyst ACKNOWLEDGMENT The undersigned permittee acknowledges receipt of this permit and agrees to abide by all terms and conditions thereof. The undersigned permittee acknowledges that Government Code Section 818.4 which states in pertinent part, that: "A public entity is not liable for injury caused by the issuance ... of any permit ..." applies to the issuance of this permit. IMPORTANT: THIS PERMIT IS NOT VALID UNLESS AND UNTIL A COPY OF THE PERMIT WITH THE SIGNED ACKNOWLEDGMENT HAS BEEN RETURNED TO THE COMMISSION OFFICE. 14 CAL. ADMIN. CODE SECTION 13158(a), Date Signature of Permittee Please sign and return one copy of this form to the Commission office at the above address. COASTAL DEVELOPMENT PERMIT No. 5-11-258 Page 2 of 4 STANDARD CONDITIONS Notice of Receipt and Acknowledgment The permit is not valid and development shall not commence until a copy of the permit, signed by the permittee or authorized agent, acknowledging receipt of the permit and acceptance of the terms and conditions, is returned to the Commission office. 2. Expiration. If development has not commenced, the permit will expire two years from the date on which the Commission voted on the application. Development shall be pursued in a diligent manner and completed in a reasonable period of time. Application for extension of the permit must be made prior to the expiration date. 3. Interpretation. Any questions of intent or interpretation of any condition will be resolved. by the Executive Director or the Commission. 4. Assignment. The permit may be assigned to any qualified person, provided assignee files with the Commission an affidavit accepting all terms and conditions of the permit. Terms and Conditions Run with the Land. These terms and conditions shall be perpetual, and it is the intention of the Commission and the permittee to bind all future owners and possessors of the subject property to the terms and conditions. SPECIAL CONDITIONS: SPECIAL CONDITIONS: Removal of the Existing Stairway Leading from the Bulkhead to the Water The applicant shall remove the existing unpermitted stairway leading from the bulkhead to the water. This stairway shall not be replaced. 2. Construction Responsibilities and Debris Removal A. No construction materials, equipment, debris, or waste will be placed or stored where it may be subject to wave, wind, or rain erosion and dispersion. B. Any and all construction material will be removed from the site within 10 days of completion of construction. C. Machinery or construction materials not essential for project improvements will not be allowed at any time in the intertidal zone. D. If turbid conditions are generated during construction a silt curtain will be utilized to control turbidity. COASTAL DEVELOPMENT PERMIT Permit Application No.:5-11-258 Page 3 of 4 E. Floating booms will be used to contain debris discharged into coastal waters and any debris discharged will be removed as soon as possible but no later than the end of each day. F. Non -buoyant debris discharged into coastal waters will be recovered by divers as soon as possible after loss. 3. Eelgrass Surveys A. Pre Construction Eelgrass Survey. A valid pre -construction eelgrass (Zostera marina) survey shall be completed during the period of active growth of eelgrass (typically March through October). The pre -construction survey shall be completed prior to the beginning of construction and shall be valid until the next period of active growth: The survey shall be prepared in full compliance with the. "Southern California Eelgrass Mitigation Policy" (SCEMP) Revision 8 (except as modified by this special condition) adopted by the National Marine Fisheries Service and shall be prepared in consultation with the California Department of Fish and Game. The applicant shall submit the eelgrass survey for the review and approval of the Executive Director within five (5) business days, of completion of each eelgrass survey and in any event no later than fifteen (15) business days prior to commencement of any development. If the eelgrass survey identifies any eelgrass within the project area, which would be impacted by the proposed project, the development shall require an amendment to this permit from the Coastal Commission or a new coastal development permit. B. Post Construction Eelgrass Survey. If any eelgrass is identified in the project area by the survey required in subsection A of this condition above, within one month after the conclusion of construction, the applicant shall survey the project site to determine if any eelgrass was adversely impacted. The survey shall be prepared in full compliance with the "Southern California Eelgrass Mitigation Policy" (SCEMP) Revision 8 (except as modified by this special condition) adopted by the National Marine Fisheries Service and shall be prepared in consultation with the California Department of Fish and Game. The applicant shall submit the post -construction eelgrass survey for the review and approval of the Executive Director within thirty (30)-days after completion of the survey. If any eelgrass has been impacted, the applicant shall replace the impacted eelgrass at a minimum 1.2:1 ratio on -site, or at another location, in accordance with the Southern California Eelgrass Mitigation Policy. All impacts to eelgrass habitat shall be mitigated at a minimum ratio of 1.2:1 (mitigation: impact). The exceptions to the required 1.2:1 mitigation ratio found within SCEMP shall not apply. Implementation of mitigation shall require an amendment to this permit or a new coastal development permit unless the Executive Director determines that no amendment or new permit is required. 4. Pre -construction Cauieroa Taxifolia Survey A.. Not earlier than 90 days nor later than 30 days prior to commencement or re -commencement of any development authorized under this coastal . development permit (the "project'), the applicant shall undertake a survey of the project area and a buffer area at least 10 meters beyond the project area to COASTAL DEVELOPMENT PERMIT Permit Application No.:5-11-258 Page 4 of 4 determine the presence of the invasive alga Caulerpa taxifolia. The survey shall include a visual examination of the substrate. B. The survey protocol shall be prepared in consultation with the Regional Water Quality Control Board, the California Department of Fish and Game, and the National Marine Fisheries Service. C. Within five (5) business days of completion of the survey, the applicant shall submit the survey: (1) for the review and approval of the Executive Director; and (2) to the Surveillance Subcommittee of the Southern California Caulerpa Action Team (SCCAT). The SCCAT Surveillance Subcommittee may be contacted through William Paznokas, California Department of Fish & Game (858/467-4218) or Robert Hoffman, National Marine Fisheries Service (562/980-4043), or their successors. D. If Caulerpa taxifolia is found within the project or buffer areas, the applicant shall not proceed with the project until 1) the applicant provide evidence to the Executive Director that all C. taxifolia discovered within the project and buffer area has been eliminated in a manner that complies with all applicable governmental approval requirements, including but not limited to those of the California Coastal Act, or 2) the applicant have revised the project to avoid any contact with C. taxifolia. No revisions to the project shall occur without a Coastal Commission approved amendment to this coastal development permit unless the Executive Director determines that no amendment is legally required. G2011permits, FSY:nr Eelgrass Survey Reporting Form (Version April 2009) This form is required to be submitted for any surveys conducted for the eelgrass, Zostera marina, that are required to be conducted under federal or state permits and authorizations issued by the U.S. Army Corps of Engineers and the Coastal Commission. The form has been designed to assist in identifying eelgrass while ensuring that the required information is consistently documented. Surveys required to be conducted for this species are subject to modification through publication of revisions to the eelgrass survey policy. It is incumbent upon the authorized permittee to ensure that survey work is following the latest protocols. For further information on these protocols, please contact: Robert Hoffman, National Marine Fisheries Service, (562) 980-4043, or William Paznokas, California Department of Fish & Game, (858) 467-4218). * Required Information Site Name: (common reference) Max Gondon Residence 1913 E. Bay Newport Beach, CA 92661 Survey Contact: (name, phone, e-mail) Debbie Karimoto (949) 887-7041 (cell) (949) 830-1173 (fax & office) debkarimotona cox.net Permit Reference: (ALOE Perm itNo., TBD CCC Permit No.) HydrographicSystem: (bay, estuary, lagoon, or Newport Harbor harbor) Specific Location: (UTM,Lat./Long., datum, Latitude: N330 35' 59.4" accuracy level, attach Longitude: W117" 53' 10.3" electronic survey area map if See attached maps possible) Was Eelgrass Detected: * Eelgrass within 15' of projector disposal site * Eelgrass within 15 — 30' of project or disposal site * XX No eelgrass in project area or disposal site Description of Permitted Work: (describe briefly the work to Proposed concrete seawall to replace the existing distressed wood seawall be conducted at the site in the same alignment. Proposed 5' 0" cantilevered concrete deck as shown under the permits identified on plans. See project sketch for details. above) -I- Description of Site: (describe the physical and Depth range: .5'-3' Tide was outgoing and varied between biological conditions within the survey area at the time of +2.56' and +2.04' at time of survey. the survey and provide insight into variability, if Substrate type: Compact, silty sediment known. Please provide units for all numerical information). Temperature: 630 Salinity: Normal bay range of 30-33 ppt Dominant flora: ova s . Dominant fauna: Tunicates, mussels, barnacles, bryozoans, spiny sand stars, moon snail egg casings Exotic species encountered: None Other site description notes: None Description of Survey Effort: Survey date and time 3 August 2011, 4:15 pm — 5 pm (please describe the period: surveys conducted including type of survey (SCUBA, remote video, Horizontal visibility in 5-8 feet or more. Area was viewed from above in etc.) and survey methods water: clear water. employed, date of work, and survey density (estimated percentage of Survey type and Surveillance level survey; diver walked transects the bottom actually methods: throughout APE and 30' beyond. viewed). Describe any limitations encountered Surveypersonnel: Debbie Karimoto (949) 887-7041 (cell) during the survey efforts. Survey density: —30% of APE * Surve limitations: None Other Information: (use this space to plovide See map and site survey sketch any additional information or references to attached materials such as maps, reports, etc.) > elgrass Survey Reporting Form (version April 2009) 2- 'DvIC)PI Qdb ��stb 1 T NE4: M.P.T � t HEIGHTS C1KlDr kr_ Site Address: 1913 E. Bay Newport Beach, CA 92661 m n. d $? CmO C� ryOub ` O V' Or r'r Bigoany� Tay an F� S�n•�t8m:h �q 3 �7 '.-an�iryQub C`y C�' p y' r �yt$e 'rthp `ayAvi J Boa w q- tft4LF 4�k.;'�'�`o' S rah 7's Corona Del Mar Arkmnrx! wfClub -3- Site Address: 1913 E. Bay Newport Beach, CA 92661 Fuchsia line indicates survey perimeter Site Address: 1913 E. Bay Newport Beach, CA 92661 Subject seawall and adjacent survey area 1 �.t. AdmWWO Ulm sp. scattered throughout survey area on dock float and on substrate o- Caulerpa Survey Reporting Form This form is required to be submitted for any surveys conducted for the invasive exotic alga Caulerpa taxifolia that are required to be conducted under federal or state permits and authorizations issued by the U.S. Army Corps of Engineers or Regional Water Quality, Control Boards (Regions 8 & 9). The form has been designed to assist in controlling the costs of reporting while ensuring that the required information necessary to identify and control any potential impacts of the authorized actions on the spread of Caulerpa. Surveys required to be conducted for this species are subject to modification through publication of revisions to the Caulerpa survey policy. It is incumbent upon the authorized permittee to ensure that survey work is following the latest protocols. For further information on these protocols, please contact: Robert Hoffman, National Marine Fisheries Service (NOAA Fisheries), (562) 980-4043, or William Paznokas, California Department of Fish & Game, (858) 467-4218). Report Date: 4 August 2011 Name of bay, estuary, lagoon, or harbor: Newport Harbor Specific Location Name: Max Gondon Residence (address or common 1913 E. Bay reference) Newport Beach, CA 92661 Site Coordinates: (UTM, Lat./Long., datum, Latitude: N33" 35, 59.4" accuracy level, and an Longitude: W117" 53' 10.3" electronic survey area map or hard copy of the See attached maps map must be included) Survey Contact: (name, phone, e-mail) Debbie Karimoto, (949) 887-7041 (cell) (949) 830-1173 (fax & office) Personnel Conducting Survey (if other than Same above):(name, phone, e- Permit Reference: (ACOE Permit No., TBD RWQCB Order or Cert. No.) Is this the first or second survey for this I First Was Caulerpa Detected: (if Caulerpa is found, please immediately contact NOAA Fisheries or CDFG personnel identified above) Yes, Caulerpa was found at this site and been contacted on date. xxxx No, Caulerpa was not found at this site. -yAsoo!. ,-i m LUba �. Waalboa P7yd Aw, low m li mi Site Address. 1913 E. Bay Newport Beach, CA 92661 OV, �. dy m VfawC- Nws'de.. k pD Qd �P�r'� ar9!'any� �aS�5C3' �a D cars tryoab 'O¢ po8anar �� '° °hp 7e Far,lib r Dr py ` p}. Coaf � �c k 06o �y 44 O! �yAve ' P� Jfr9yP 9�a���z S,c4'(a5 tQa 6 Eo�an�� e/w Corona Del Mar Pekonfal 0 5jrr'0q i� Seaward Rd J ..... ,. Bi 06tlryk4 c Ya hao! MD1; [1 ata:. NavtN 2OO7! ki Site Address: 1913 E. Bay Newport Beach, CA 92661 Fuchsia line indicates survey perimeter Site Address: 1913 E. Bay Newport Beach, CA 92661 Subject seawall and adjacent survey area Ova sp. scattered throughout survey area on dock float and on substrate Site Address: 1913 E. Bay Newport Beach, CA 92661 Neighboring seawall and the 30' survey area 7 CITY OF NEWPORT EEA PROJECT Site Address: 1913 E. Bay Newport Beach, CA 92661 VP TO 12" THK LAYER OF SOILAANDSCAPE (N) 6" THK CONC DECK (N) CANT GONG DEL (1d) CONC 1N1 HELICAL (N) PRECAST ANCHORS — GONG PANELS TYPICAL BILKHEAD SECTION N.T.S. YICNITY MAP N,T.S. P I sou NPAPORT BEACH, CALIFDRNIA AND nnmu MEA N BAY AVIENUE PROPERTY (E) BULKHEAD THE ADJACENT PROPERTY T REMAIN ANO 9E PROTECTED SIDE PROPERTY LINE (N) HELICAL ANCHOR TYPICAL (N) CONC BECK (N) CONT GONG DOPING TYP (E) ND SEAWALL AWLKHENT ®THE ////// I PROPERTY TO REMAIN AND BE PROTECTED I fE) N4 PIER & Lit+II PLATFORM TO REMAIN IN8 9E PROTECTED m NEPORT EAY PROJECT DESCRIPTION t PROPOSED CONCRETE SEAWALL TO REPLACE THE EXISTING DISTRESSED WOOD SEAWALL IN NORTH THE SAME ADGNMENT. PROPOSED 5'-D' CANTILEWRED CONCRETE DECK AS SHOWN ON PLAN VIEW N.Ts. PLANS API (CANTS NAME : Mr. MAX CONDON LOT: BLOCK: CONTRACTOR .SHELLMAKER, INC. DATE : JOB ADDRESS :1913 E. BAY AVENUE 037 WEST 17TH STREET OB/02/11 NEWPORT BEACH, CA 92661 COSTA MESA, CA 92627 8 11. I'll I "I ................ __ 11 I I ''I I'll , I ,"", "I 11 I - - I I I I Ill I I - ' 1. . I , 11 11 , I I , I I I I I I . 11 I I I I I I . � I I 1 11 11 11 I I I I I I I I I I I I I I I 11 I I � . � I I I I I I I � - I I I I I I I I I I I I I I I I I I I I , , I I 11 11 I � I I I I I I I I , I � I I I I � I I I I I I 1 1-1111.11 . . I I I I I I - I I - ..... ...... . - ....... . .. - 1. I 1. .1 .... I I .. I ; I - 11 11 I I I I I I I I I I I I I I I I I I I I I I I I I I I , I I I I 11 I I I I I 11 I I I I 1. I I I I I I , I , I , I I I I . I I I I , , , , _::: , I I I - , I I 11 I . , IT I I 'A 11 ": , I I �_,.,Sl RUCTUR L GENERAL h, . , 1. , 11.11,111,111,11, .11 � .111 I I, I ,I I I *1 I - I I 11 11 I 11 1 I - ___ � I I'll, . I I I I I I I ,:, I '' - I I— 11 , I I -�, 11 GENERAL REQUIREMENTS SPECIFICATIONS 'FO:R GRADING CONCRETE , I'll I I I I I ' 1 . Ioi,,�sTRUCTION SHALL BE' IN CONFORMITY WITH THE 2010 EEDITION OF THE I SITE CLEANING 1, ALL CONCRETE. MIX DESfGNS CONFORMINIO, TO 0 , 1. 1� 11 CALIFORNIA BUILDING C&E (CBC'v AND"ALL APPLICABLE LOCAL, AND STATE I I I � SUBMITTED TO , THE ENGI I N I EER FOR REVIEW AND � , ) I PLACED, ALL 'CONCRETE.. MIXES SHALL HAVE A r, 1. ALL EXISTING VEGETATION'SHALL BE 37RIPPED AND HAULED FROM THE SnE. I I CODES AND OP00ANCE& OF CEMENT PER, CUBIC: .YARD OF MIX., ALLCON 2. SITE INSPECTION: THE CONTRACTOR SHA11 EXAMINE THE PROjECT STE & CONCRETE TESTING LABORATORY ANG SIGNED 8 SHALL VERI�v ALL DIMENSIONS, LOCATIONS &I E! EVATIONS OF THE EXISTING 11 PREPARATION - 1, 1� ENGINEER. I I I CONSTRUCTION. THE CONTRACTOR SHALL ALSO DILLIGENTLY INVESTIGATE FHE 1. AFTER THC FOUNDATION FOR THE FILI � HAS BEEN CLEARED, PLOWED OR 2. CONCRETE SHALL HAVE MINIMUM, 28 DAY COMP SITE FOR THE POSSIBI E EXISTENCE & LOCATION OF UNDERGROUND UTILITIES, SCARFED, IT SHAL BE DISCED OR BLADED UNTIL 11' IS U 45 WATER -TO -CEMENT RATIO. I I I - " , NIFORM AND FREE FROM 0. I I PRIOR TO OFIDE[RING ANV MATER LARGE CLbDS,' BROUGHT 70 A PROPER MOISTURE CONTENT AND COMPACTED TO i 1AL AND/OR COMIMENCING WORK AND SHALL 3. CONCRETE GROUT SHALL *HAVE: THE SAME comp REPORT ANY DISCREPANCIES TO `WILLIAM SIMPSON' & ASSOCIATES, INC." NOT LESS THAN NNETY PERCENT OF THE MAXIMUM DRY DENCt'TV IN ACCORDANCE CONCRETE AND 'SHALL BE A SUITABLE MIX CON HEREINAFTER CALLED "THE ENGINEER". WtTH ASTM:D-1557- OWS PER LAYER: TO L6 HAMMFP AND WATER. MAXIMUM SLUMP:SHAUL BE�$ INC 3. CONTRACTOR SHALL PROVIDE BARRICADES AND PEDESTRIAN PROTECTION As DROPPED 18"; 4" DIAMETER MOLD). ADMIXTURE PAY BE A I DEED TO INCREASE-TIHE 5 REQUIRED BY STATE AND LOCAL CODES. UNDER $I`EEL'CQLU,IiiN 64SE PLATES §iHIXLLE3E 1 4. CONfRACTOR SHALL CONSULT WT,.1j REPRESENTATIVES OF CITY AND UTILITY III MATERIALS APPROVED EQUAL.. I 11 COMPANIES CONCERNING AVAILABLE FACILITIES BEFORE COMMENCING WORK OR 1 4� CONCRETE SHALL. BE DESIGNED FOR PERMi CONNECTING TO SEWER, PIPING OR WI -RING, ETC,, AND REPORT ANY PROBLEMS 1. ON -SITE MATERIALS MAY BE USED FOR FILL, OR FILL IMATERIALS SHALL CON5,ST ABRASION 'RESISTANCE, APPROPRIATE- FOR [IS 'A TO THE ENGINEER. OF MATERIALS APPROVED BY THE SOILS ENGINEER AND MAY BE OBTAINED FROM CONFORM TO A5TM C 150 TYPE I OR TYPE it M � ,, I "I 5. CONTRACTOR SHAI L FULLY PROTECT ALL ADJACENT PROPERTIES BEFORE THE EXCAVATION OF BANKS, BORROW PITS OR ANY OTHER APPROVED SOURCE. ADMIXTURES SHALL CONFORM TO ASTMI 0 494,, - . TH I � F INTERNAL REINFORCING MAY BE USED I , kRI, COMMENCING ANY WORK. ,E MATERIALS USED SHOULD BE FREE OF VEGETABLE MATTER AND OTHER 0 1 LETERIONS SUES TO A3TMI C 260� COAPS' AND FINE AGGREGATE 6� OMISSIONS OR CONFUICTS BETWEEN VARIOUS ELEMENTS OF THE DRAWINGS, I DE 5TANCES AND SHALL. NOT CONTAIN ROCKS OR LUMPS GRATER r, I I I'll I , . T P I - T-HAN EIGHT INCHQS��W MAXIMUM DIMENSION. I ASTM C 330 WHERE LGH EIG NOTES, A140 DET ILS SHALL BE BROUGHT THE ATTENTION OF THE ENGINEER � I - 111, TW ,HT AGGREGATES .A I O I I I I USED, SHALL .CON , IST OF'EXPANDED. AND:COAT ESVE E PROCEEDING WITH THE WORK. I 1 IS 1. 7. CONTRACTOR SHALL INSTALL FEIMPOR.ARY TOILETS BEFORE START OF jOB� IV PLACINGi SPREADING AND COMPACTING FILL MATERIALS suprCENT STR�ENGIW AND,DURABILITYTO FRID 11 STRENGTH. , 1 ,9. NOTES AND DETAILS ON. DRAWINGS SHALL TAKE PRECEDENCE OVER THE',SE It. THE SELECTED FILL MATERIAL SHALL BE PLACED IN LAYERS WHICH, WHEN 1 CONCRETE TEST S,AMPLES ,SHALL BE TAKEN . it.4 , GENERAL INCHES. COMPACTED, SHALL NOT EXCEED SIX INCHESIN THICKNESS. EACH LAYER SHALL STANDARDS. RESULTS OF� T I HE 7 & 28:0AY-TES 9. TYPICAL 'DETAILS SHOWN SHALL APPLY WHERE NO SPECIAL DETAIL IS SHOWN. - F 'WHERE A DETAIL, TYPICAL D;�7 11, SECTION, TYPICAL SECT ION, ON A NOTE IS D V D SHALL. BE THOROUGHLY MIXED DURING THE SPREADING ENGINEER FOR HIS RECORDS. SLUMP TESISAR El A.- I TO ENSURE UNIFORMITY Or MATERIAL AND MOISTURE OF EACH LAYER. MUST ALSO BE REPORTED. ADDnFONALLI.Y,'�Atj_ SHOWN FOR ONE CONDTION, IT 'SHALL, ALSO APPLY FOR ALL LIKE OR SIMILAR I HAVE THEIR IN -PLACE DENSITIES DETERNfINED A I I 1 2� WHIERE,MOISTUREI OF .THE FILL MATERIAL. 15 BELOW THE LIMITS SPECIFIED BY 'THE 5 OF FOOTING PADS -MAY BE POURED AGA[ . CONDITIONS UNLESS NOTED OTHEERWSE. 5 I .. I - _n I 15 As 6. SIDE T CIFIEO OR USED, , OIL$ ENGINEER, WATER SHAL' B'E ADDED UN OIL TO MOISTURE CONTEN r - I REQUIRE0 TO. ENSURE THOROUGH BONDING AND ,THOROUGH COMPACTION. T - CEMENT PER-CUb1"' I O, DRAWINGS TAKE PRECEDENCE OVER SPECIRCATIONS. DETAILED DRAWINGS AND 7. SLURRY CONCREIE, WHERE SPE SPECIFICATIONS 'FAKE PRECEDENCE OVER GENERAL. DRAWINGS AND SPECIFICATIONS, . ''I . CONTENT OF I ' BSACKS OF 1, C 3� WHERE MOISTURE CONTENT OF THE FILL MATERIAL 13 ABOVE THE LIMITS 8. SEE ARCHITECTURAL NOTES FOR COLORED OR T !'I. 'WRITTEN DiMENSIONS (NOT SCALED DIMENSIONS) SHALL BE USED. SPECIFIED BY THE SOILS ENGINEER' THE PILL MATERIAL'SHALL BE.AERATED BY 9. CONCRETEIFORM'WbRK tOLERM4ES SHAV. OIE I . I ''I'll, I., - , 12, TEMPORARY ERECTION BRA"'ING, AND SHORING SHALL BE PROVIDED AS REQUIRED BLADING OR OTHER'SATISFACTORY METI�ODS UNTL THE MQj5TURE, CONTENT 15 AS I I -, I 0, 11 , 11 11 I . ON ALL STRUCTURES, ADEOLIATE TO PROVIDE FULL STRUCTURAL STABiU-5Y AND SPECIFIED. .1 � , I I I , I I I I I I I I "' .0. ALL STEEL REINFORCING, ANCHOR BOLTS� DOWEL SAFETY. BRACING SHALL NOT BE REMOVED UNTIL ["HE 'ELEMENTS ARE FULLY 114. AFTER: EACH LAYER.,HAS BEEN PLACED, MIXED AND SPREAD EVENLY, 17' SHALL BE SECURED IN POS17ION AND NSPECIED BY FHE L CONNECTED AND ARE CAPABLE OF SUPPORTING THE DESIGN LOADING. :,'l ,THLER 11 90 PROENT OF FHE' MAXIMUM DRY P . ,,O,PC...LY_,CDMPAffTED TO NOT LESS TF -N _7H I I I , RIOP TO THE PLACING OF ANY CONCRETE. , 'I 3. CONTRACTOR AGREFq THAT HE SHALL A55UME SOLE. AND COMPLETE DENSITY IN ACCORDANCE WITH ASTM: D-1557-00 (5 LAYERS - 25 BLOWS PER 11. ALL NECESSARY BRACES, STRONGBACKS, PICK-U RESPONSIBILITY FO� JOB SITE CONDITIONS DURING THE COURSE OF LAYER; 10 LB HAMNER DROPPED 18"; 4" DIAMETER MOLD) OR OTHER,D]ENS11Y CONCRETE PANELS SHALL BEDIESIGNED BY OTH CONSTRUCTION OF THI$ PROJECT, INCLUDING SAFETY OF ALI- PERSONS AND TESTS WHICH WILL ATTAIN EQUIVALENT RESULTS_ I � � - 12. NO CALCIUM CHLORIDE SHALL NOT BE USED IN PROPERTY; THAT TI-IIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT 5, COMPACTION. SHALL BE BY SHEEPSFCOT ROLLER,, MULTY�VIHEEIL. PNEUMATIC TIRE 13. ALL CONCRETE TO BE -CURED, FOR A�MfNimum 6 BE UNITED TO NORMAL 'WORKING HOURS: AND THAT THE CONTRACTOR SHALL ROLLER OR OTHER TYPES OF ACCEP TABLE ROLLERS.. ROLLERS SHALL BE OF SUCH THE ENGIINEER.� FORM'S MAY BE, STRIPPED, ONLY DEFEND, I INDENAINIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM DESIGN THAT THEY WILIL RE ABLE 'TO COMPACT THE FILL.T0 _1"HE SPECI I PIED MINIMUM COMPRESSIVE, STRENOTH OF ,3 1 000 P§I� 11 I � , - , ANY AND ALL LIABILITY, REAL OR ALLEGED. IN CONNECTION WITH TTlE DENSITY. ROLLING SHALL BE'ACCOMPLISHED WHILE THE FILL MATERIAL. IS AT THE 14. CHAMFER EXPOSED�CORNERS 4V U.N.O.. . PERFORMANCE OF 'WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING SPECIFIED MaSrURE CONTENr, ROLLING OF EACH LAYER SHALL. BE CONTINUOUS 1, I Ill I : - I I FROM THE SOLE NEGLIGENCE OF -PHE OWNER OR THE ENGINEER, OVER THE ENTIRE AREA AND THE ROLLER SHALL MAKE SUFFICIENT TRIPS TO I - - I , : ' 'I 4. THE CONTRACTOR _9HALL EXERCISE EX"TREMIE CAU TON NOT TO 'UNDERMINE ANY ENSURE T14AT THE DESIRED DENSITY HAS 13FEN OBTAINED, THE FINAL BURFACE REINFORCING'. STEEL . ADJACENT S-R UCTURE DURING THE COURS17 OF CONST LIC"ON. OF THE LOT AREAS TO RECEIVE SLABS ON GIFIAOr,SHOULD BE ROLLED TO A I 11 11 I IR _11 I I "I'll I I I R TH SURFACE. 1, ..,S: EXF,QSE I 5. CLEAN UP: NO PAINT, PLASTER, CEMENT, SOIL, MORTAI OR OTHER RESIDUE DENSE, SMOO . FOP ,STRUCTURE , G TO SALT WATER, l 5PL I . _ SHALL BE ALLOWED ,TO ENTER THE BAY. STREETSI GUTTERS OR STORM DRAINS, 6. THE OUTSADE OFALL FILL SLOPES SHALL BE CONIPACTED'BY .MEANS OF SHALL CONFORM TO ASPM'� A 706, UNLESS NOTE ALL MATERIALS N 'WASTE SHALL BE REMOVED FROM THE SITE, NBMC 17.32.020, 1 1 SHEEPFOOI` ROLERS: OR 01HER SVITA13LE EQUIPMENT..COMPAC ' TION OPERATIONS EPDXY COATED PER. ASTM A 934, .AFTER BENQ1 16. DEMOLITION: ALI- MATERIAL FROM iHE EMSTING BULKHEAD THAT i S NOT USED I 11 E UNTILL THE OUTER NINE INCHES: OF THE SLOPE is AT SHALL -CONFORM TO ASTIM A 185 AND SHALLIBE 1, AS FILL SHALL BE REMOVED FROM THE SITE & MSPOSED OF IN, AN OFFICIAL I LEAST''90 PERCENT COMPACTED. COMPACTING OF THE SLOPES NAY BE 884, W.TH ALL VISIBLE. DEFECTS AND CUTENIDS I DUMP SITE. 1, PROGRESSIVELY IN INCREMENTS OF THREE FEET TO FIVE FEET OF. FILL, HEIGHT AS REINFORCING STEEL SHALL BE EITHE I I -H FILL - - _E 17. SEE THE LATEST "GENERAL GFIADING SPECIFICATIONS" OF THE BUILDING THE FILL IS BROUGHT TO GRACE, OR AFTER T E .is BROUGHT TO I TS TOTAL. 2. REINFORCEMENT MARKED CONTINUOUSImAY: a. S FOR 7 LE CITY'5: GENCRA: NO TES, EROSION CONTROLS, HEIGHT. CONCRETE AND 48 BAR DIAMEWIR&, - ASONRY I I 1, I DEPARTMENT � Ill, � � - IN. M REQUIRED INSP'ECFIO'�S, GRADING IILLS/CUTS & ALL NECESSARY DOCUMENTATION. 7. .FIELD DENSITY TEST SHALL. BE.MADE BE THE CASE, UNLESS NOTED OTHERWISE ON PLANS, A I 11 - I - SOILS 'ENGINEER OF THE , , I - - 'I 8. POOLS, SPAS, FENCES, PATIO COVERS AND OTHER FREFSTANDING STRUCTURES � 1:1COMPACT71ON OF EACH LAYER OF FILL. DENSITY TESTS SHALL BE MADE AT LOCATED WHERE SHOWN ON PLANS, I 11 � REQUIRE SEPPRATE REVIEWS AND PERMITS. INTERVALS NOT TO EXCEED TWO FEE-' Of- FILL HEIGHT PROVIDED ALL LAYERS ARE 3I REINFORCING STEEL SHAL' BE ACCURATELYIPLA ,, � I CKS, CHAIRS, SPACERS, ETC., I ROLL�ERS ARE USED, THE, 50ILMAY BE R 19� ALL A.S.T],4, SPECIFICATIONS .NOTED ON THE DRAWNGS SHALL BE IN ACCORDANCE � I 1: TESTED. AfHrRE THE SHEEPSFOOT � I : oiS,rdReED TO A D RAL INCHES AND DENSFTY READINGS SHALL BE CONCRETE. 1.11 WITH THE LATEST ISSUE OF THE A.S.T.M. IEPTH OF SIEVE "I , I I I'll T 20, OBSERVATION MSITS TO THE PROJECT SITE' BY T IF ENGINEER SHALL HOT BE ". I TAKEN IN THE COMPACTED MATERIAL BELOW THE DISTURBED SURFACE. WHEN 4. ADDRIONAL REINFORCING REQUIRED FOR ERECTK) I 11 T - . 11 � "I I THESE READINGS IN I D11C I A FE THET THE DENSITY OF ANY LAYER ,OR' PORTION THERE BE, ADDED PER THE CON TRACTOR'.5 IDETAILS. t ' - , � I I 11 11 !l CONSTRUED AS ANY INSPECTON AS REQUIRED BY CODE. . l 11 I COVER FOR REINFORCING ST I is, 'BELOW THR RE A D 90 PERCENT DENSITY, THE PARTICULAR LAYER OR 5, MINIMUM CONCRETE, Qu, I E I 1wmR 11 I l , PORTION 'SHALL BE RrWORI<ED UNTIL THE REQUIRED DENSITY HAS .BEEN OTHERWISE, I , 11 � , I - I I " 'STAINED. , : 'ON ONTAC'r W 11 I I ,G A) C . CRETE BELOWGRADE OR IN C FOUNDATIONS .1111, 1. . �, � 1 8.1 THE 'SOILS ENGINEER SHALL REVIEW THE GRADING PLANS PRIOR TO GRADING. WHEN FORMED 2', I I I I - I - I ll IHEI CONTRACTOR SHALL ESTABLISH ALL CONSTRUCTION LINES AND PROCEED WITH I - I B) WALLS AB GRADE: EXT RIOR FACE 1, .1 QVIE . 1E, , V', , . I- C) PRECAST CONCRETE EILFMENTS� AS,,DETAILI 1HE EXCAVATION OF ALL FOOTINGS AS CALLED FOR ON T;IE DRAWINGS, v 11INSIPIECIVION I I . - 2. FOOTINGS SHALL BEAR ON NA-RJRAL UNDISTURBED UNIFORM cART14 OR ENGINEERED D) CONCRETE sLAB:,ON GRADE' REINFORCING I TNUOUS S OTIHERWISE� COMPACTED FILI 1, THIE'SVIL ENGINEER, SHALL PROVIDE ICON I I SUPERVISION OF ImE IIE I ' ' '- 3, NO REINFORCING STEEL AND NO CONCRETE SHALL BE PLACED IN ANY EXCAVATION CLEARING AND GRADING OPERATION 50 THAT HE,CAN VERIFY THE GRADING WAS 6, REINFORCEMENT DETAILING *SHAUL. BE 1W ACCORD PRIOR TO APPROVAL BY THE BUILDING DEPARTMENT. DOME IN ACCORDANCE WITH THE ACCEPTED PLANS AND SPECIFICATIONS. 7. ALL TIE WRrs1'$HAi MINIMUM 16 GAUGE, 8L I - - 'AIN P_ 4. 7, Il. . � H-- T P OF ALL EXCAVATIONS SHALL BE PROTECTED AD NIST HEAVY SURCHARGE A82. I LOADS AND FROM EROSION ajE TO RAINFALL OR SURFACE RUN-OFF DURING THE VI., SEASONAL., LIMITATIONS a. ALL RBI(NFORCING�EIAR5 SHALL BE FREE OF RUS I . , ENTIRE CONSTRUC I. 10-N PERIOD. I I IMPAIRA30NOING, I 1, I , 5. THE SOILS REPORri DESCRIBED UNDER ITEMS No.7 BELOW SHALL BE A 1. NO FILL MATERIAL SHALL BE PLACED, SPREAD OR ROLLED DURING UNFAVORABLE 9. ALL BENDS IN REINFORCING,, SHALL BE COLD BEN I . PART OF THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL OBTAIN THE WEATHER CONDITIONS. 'WHEN WORK IS INTERRUPTED BY HEAVY RAINS, FILL SHALL SOILS REPORT AND COMPLY WITH ALL RECOMMENDATIONS .-HEREIN. NOT BE RESUMED UNTiLL 111E FIELD TESTS BY FHE SOILS ENGINEER INDICATE "HE I 11 � - 11 -) I , � TH THE SOILS REPORr, THE MOISTURE CONTENT AND -DENSITY OF THE FILL ARE AS PREVIOUSLY SPECIFIED. 1, -- I I 1 6� PAD PREPARATION SHALL BE IN ACCORDANCE VIPI I . I I STEEL .1 PAD SHALL BE INSPECTED AND APPROVED By THE SOILS ENGINEER PRIOR TO I I I I TO iHE VII EXPANSIV9 SOIL CONDITIONS I I ' L NY'"ITIF. THE PAD SHALL BE KEPT MUST PRIOR . . ,- I 1. STRUCTURAL ,STEEL SHAPES SHALLCONFOPM T I Pi ACING OF DONCRETEl 1, WHENEW 4 TIONS APE ENCOUNTERED, .THE MOI. T RE A992 WITH Fy -- 50 KSL ' ' I I " I - . �,ER EXPA\SIVE SOIL CORDI s U I . I I I I -ILL 11 I 11.11, 11 2. ,EEL PIPE COLUMNS AND GTHER STEEL PIP 7. FOUNDATION DESIGN IS BASED ON THE RECOMMENDATIONS CC`)NiAINEO IN "HE I CONTENT.OF THE1 - OR RECOMPACTED SOIL SHALL BE AS RECOMMENDED IN ST I I 111`11�1,`II� ,--,-,,,,.SOILS,�REPORT'C�l�"�FIEE""VIfTH-"THE���BUIL,DiiNG�,,f)'�-r M EN T, , , THE ,EXPANSIVE SOIL RECOMMENOA,noNs OF, THE SOILS REPORT� 'TO A,S.TM, A53, GRACE 8_ � I I 11 I I I � I I 11 I I I I I I I - I 1 3. STRUCTUIRAL:S�TEEL TUBING SHALL CONFORM I 11 11 . I 11 I I V, I I ,, SOILS REPORT PREPARED BY:........ ..... - ............. .. ........ COAS, GEO)ECH'MCAL I 11 I I I, " - "I I I I � 4L ALL, BOLTS SHALL CONFORIM.TO.-A,S.T.M. A:50 - I % , . BACKFILLING, & COMPACTION �NOTES 1. 1, � ................................. - - .... �I`I`747 ARTESIA BLVD., SUITE 1-0 I - I I I I I . I, ADDRESS: � STRENGTH 'H.S,) BOLTS ARE SPECIFIED, THEY LA WRADA, CA 90638 1 1 1 '� I I 1. AL, L BACKFILL SHALL CONFORM TO THE SOILS ENGINEER'S REPORT AND CONFORM TO A.S.T.M. A32- �SC CLASS A IJN OHONE NUMBER: _ .... l ..... _ .................... ___ __ ..... __ - -(714) 521-0169 11 , THE INSTALLATION OF H.S. BOLTS SHALL BE I I I RECOMMENDATIONS', . -- (714) 521--0179 - . I I I AX NUMBER: - .. I � I ... � � ... -I.-l- ... l .... � ..................... ��l 2. UTILITY TREN(.',H SACKFILL AND ANY OrHER\ BACKFILL MUSTBE. MECHANICALLY INSPECTOR APPROliED BY T E BULDIRG 1. IH , DEP I 11 .11 I., I I I I 11 COMPACTED. JETTING AND FLOODING, 'SHALL. NOT BE, PERMITTED. , .1 - I 3. ALL BOLTS HOLES IN STEEL MEMBERS SHALL SOILS REPORT DATE: l ............. .... .......... � ....... � ...................... -JULY 26, 2011 3. WHERE WALLS ARE BACKFILLED ON ONE SIDE ONLY, PRbviDE,sRORNG OR OTHER I.. I I I 11 I - , SOILS REPORT JOB NUMBER; ..... �.. � ..... I__ .......... � � ... __ ....... W,O. 422oli--oi ATERAL SUPPORT 'UNTIL RESISTI.No ELEMENTS ARE ALL IN *61 STRUCTURAL STEEL `NEl STUDS SH ALL�_ I 11, RO � � AND 01020 COLD DRAWN lSTEEL GONFORM I IN GRADING NOTES I 11'1�'PLACE ... ANII��14A'VE ATTAINED THEIR REQUIRED STRENGTHS. RESISTING ELEMENTS 1. ,� .. ......... . . 11� 4 7. LGHT GAUGE STEEL MEMBERS SH 1� ,� .... ... ... l_ -,-,.,_SH�I1&'8'r`* 6CRIETE SLABS OR OTHER PERMANENT BUILDING COMPONENTS. ALL -011NFO �Im A) FOR 18 GA. THICK AND LIGHTER, STEEL : 1, THE ANTICIPAIED TOTAL VOLUME OF CUT AND FILL FOR SEAWALL GCONSTRUC90N 4. UNLESS NOTED WIERWISE IN, THE SOILS REPORT, ALL FILLS SHALL BE ON THIS PROJECT ;S LESS THAN SO CUBIC YARDS. THUS, GRADING PLAN a COMPACTED TO A MINIMUM OF I 90% OF MAXIMUM'DFNSITY IN ACCORDANCE GRADE 33 OR A611� GRADE C - ALr, HA� PERMIT ARC NOT REQUIRED. W11H T E REQUIREMENTS OF THE CBC APPENDIX SECT70N _7313. CN IPOR 11 & GA. THICK AND HEAVIER Si , EEL ; .H I ) I I I I 11 1 2. WHEN A GRADING PERMIT & PLANS ARE REQUIRED, IF NO GRADING IS ADDRESSED 5, FILTER CLOTH. SHALL BE MIRAR '140N,,SERIES NONWOVEN POLYPROPYLENE GEO I EXTILE .1 I I I ON TIPC PLANS -- SEE THE ClVi'. & ARCHITECT H � 1. T ''I'll- - I . I I I N. GRADE 50 'OR A607, GRADE 50, l - ALL H IURAL PLANS FOR TTE FINISH AS MANUFACTOO BY " FC MIRAF1 ICOMPANY" AND SHALL K MINIMUM 21.0 DE AND B. FABRICATION AND FREQ1104-SHALL CONFORM � 11 I I , GRADING ON THE SHORE SIDE OF THE BULKHEAD. BE PLACED ON THE INSIDE FACE OF 7HEBULKHEAD EXTENDED EQUALLY FROM THE SPECIFICATIONS' I I I I I I I I 1 3. A PRE -GRADING MEETING SHALL BE SCHEDULED 48 HOURS PRiOR To, START OF JOINT TO (2�0),OELOW THE FINAL'MUDLINE FOR THIE ENTIRE HEIGHT OFITHE BULKHEAD. ALL HOLES PC ' ' 'S [N 'ICTURAL S-EE 'I - ' I 1. 1. 91 R BOLT, , 'STR.0 GFRADING WITH, THE FOLLOWING PEOPLE PRr_5E_N__: OWNER, GRADING CONTRACTOR, 6. COMPACTIONl-iREPORT MUST BE SUBMITTED: TO AND BE APPROVED BY THE BUILDING BURNING OF HOLES, SHALL NOT.� BE FIERMIi.�E I I DESIGN UVIL. ENGINEER. SOILS ENGINEER, GEOLOGIST. CITY GRADING ENGINEER OR DEPARTMENT BEFORE FOUNDATION INSPECTION. 11 . I I I 11 . � . LL BE OU FLINED AT THE %7, I 11 I � Lip 10. ALL STEEL. SHALL BE STAINLESS, HOT DIP 6 THEIR REPRESENTATIVES. REQUIRED FIEL INSPECTIONS 'AM I A FINAL SOILR .CRT OF COMPAC71a' & APPROVAI � SHALL REPREPARED BY � , 11 11 MEETING. THE PROJECT C-50TECHNICAL ENGINEER & SUBMITTED FOR BUILDING DEPARTMENT 11 I I I I 1 4. , A PRE -PAVING MEETING SHALL RE SCHEDULED 48 HOURS PRIOR TO START OF REVIEW. AT THE COMPLETION OF THE PROJECT. I INC WITH THE FOLLOWING PEOPLE PRESENT OWNER, GRADING CONTRACTOR, IS. ,COMPACT 901L TOAHE REQUIRED, RELATIVE DENSITIES PER AS-TM-155-9 -N GRAD : � ff 1. 11 "I'll" I 1, DO NOT NAILING AN D'OASTRIN ERS I I DESIGN CIVIL ENGINEER, SO�1_5 ENIGINEER, GEOLOGIST, CITY GRADING ENGINEER OR USE HEAVY CIiMPACTION EQUIPMENT WITHIN 20 FEET OF THE ,,BULKHEAD. 1, ALL NAILS AND -FASTENERS SHALL BE CORR . � f , I.. . I I I I - I , E OUTLINED Aor Tilc `LL PROVIDED 111' CLASS D', HOT.DIP' GALY 1 A 1 NIZ I ED I FHEIR REPRESENTATIVES, REQUIRED FIEL INSPECTION'S WILL BE J_ 9. ON SITE BROKEN CONCRETE & AD PAVING MAY BE USEC-AS Irl , . MEETING. I ,'DOES NOT EXEEQ'6 INCHES IN. SIZE & IS NOT STACKED, ,LAYERED OR PLACED RESIN LZTEX ADHESIVE: COATED. � I. st APPROVE ALL. AREAS ABOVE ELEVAION +7.0' & IS APPROVED BY 'THE GEOTECHNICAL ENGINEER, 11 11� I'll 1 5. 'HE PROJECT GEOITCHNICAL ENGINEER SHALL. INSPECT I I I,�. 2. ALL NAILS SHALL BE 16d,(11148" DIAMETER) PRIOR 'HE THE PLAI�I'._.MENT OF ANY FILL. : I I BENDING v 6. ALL FILLS SHALL BE INSPECTED, TESTED & APPROVED BY THE GEOTECHNICAL . . I I r EIELD STRENGTH OF FT� = 9101,000 ENGINEER VERIFYING MINIMUM OF 90% REQUIRED RELATVE COMPACTION AS WELL -CONCLUSIONS AND REOMMENDATION'S - PER SOILS 3. NAILING OTHER THAN.RooF OR* FLOOR.,DIAPH .1 I SHALL BE IN ACCORDANCE WITH, TABLE 230 AS STABILITY, REPORTv , , 4. NAILS FOR ROOF AND FLOOR SHEATHING: SH 7, ALL EXCAVATIONS FOR ANCHORS SHALL BE INSPECTED & APPROVED) BY THE I � I - I I I I INTO THE FRAMING MEMBERS. 11 I I GEOTECIANICAL ENGINEER PRIOR TO PLACING CONCREPE_ - - I ''I'll . - I'll, I a� TEMPORARY EROSION CONTROL PLANS AFT- REQUIRED FROM OCTOBER 15 TO MAY 15, FROM A SOILS ENGINEERING AND ENGINEERING GEOLOGIC PONT Of ViLW, THE SUBJECT 5. ALL HARDWARE SHALLBE CORROSION-RESIS I I I I PROPERTYJS CONSIDERED SUITABLE FOR TI PROPOSED CONSTRUCTION PROVIDED T`Hr FINISH AND BE MANUFACTORED I BY 1� sliMp§ot 9� EROSION' CONTROL DEVICES SHALL BE AVAILABLE ON --SITE BETWEEN OCTOBER 15 AND I CONCLOSIONS ANDRECOMMENDATIONS IN THE SUPPLEMENTAL GEq-1ECHNICAL APPROVED. EQUA MAY 15, 1, - RECOMMENOATIOM'PRINtEb ON SHEEI S-OA ARE INCORPORATED INTO THE DESIGN AND z I I ,IL), AND SHALL HAVE A VAL 10. BETWEEN OCTOBER 15 AND MAY 15, -EROSION CONIROL MEASURES SHALL PIE IN PROJECT SPECIFC4TIONS. ANY DEVIATION J FROM THE APPROVED'ORODU " END OF EACH 'WORKING DAY WHENEVER THE FIVE-DAY PROBABILITY I BUILDIN � 0 PLACE"AT THE" G DEPARTMENT, N T BY THE FIELD I OF RAIN EXCEEDS 30 PERCFNI, DURING THE REMAINDER OF 'THE YEAR, THEY SHALL B. ALL HARDWARE SHALL BEI INSTALLED PER, M BL-. IN PLA"CE AT 'THE END OF T HE WORK NO DAY, WHENEVER THE DAII Y RAINIFALL I EROSION CONTROL NOTES I'll 111. I ,, 1-1 .1 I'll BLIND NAILING SHALL NOT BE ACCEPTABLE, I1. I I I I , 11112 1 11.11,111, I , 11 I I I I ,. I I ER6SION I "I 11 111. zS RBILT CEEDS 50 PERCENT. I 1. TEMPORARY IF I I CONTROL DFVICES SHALL REINSTALLED TO THE 7. WHERE MECHANICAL;OR ADHESVE.AN'CHOF ,, 'I. I SHALL BE SUBMITTED FOR APPROVAL, WORK COMPLETED AND A I SATISFACTION 6F THE 1115PE&ORI THEY SHALL BE RE I 0 ATED�OR MODIFIED I I I LANDSCAPING PI AN$ I - , I . 11 I , - 11 E ,,L, C .... I AS A) MECHANICAL ANCHORS SHALL BE HILTI �y moR IF . I , , , CERTIFICATE OF CONFORMANCE RECEIVED BY THE CITY GRADING ENGINE R P, 0 I AND WHEN 'TIE INSPECTOR SO DIRECTS, AS THE WORK PROGRESSES. IN ACCORDANIC , . I ,E �1. � I 1.11 , , .11, . , WTHACC ESR-191'�, CLOSURE OF PERMIF, UNLESS WAIVED By TH CITY GRADING ENGINEER. 2. ALL LOOSE SMIL AND DEBRIS SHALL BE REMOVED FROM THE:,S�TREET AREAS UPON B) ADHESIVE, ANCHORS SHALL BE HILT $� . - I 11 1.111, . I I I 1 12. TEMPORARY DESILTING BASiNS, WHEN REQUIRED, SHALL BE INSTALLED A NO , I ISTARTING OPURATIONS AND PERIODICALLY THEREAFTER AS DIRECTED BY THE : INSTALLED IN ACCORDANCE WITH ICC - I - -, I I , . . I "I'll I 57 , I I 1, MIA'INTAINED FOR IHE DURATION OF THE PROJ�cr INSPECTOR. I I j , Ill. . - I I C) 14OLES SHALL BE DRILLED WITH NON.-R LEVAflONS ARE BASED ON NALLW DATUM. �. 3-WHEN THE INSPECTOR SO DIRECTS, A 12-INCHl BERM SHALLBE ..MAIN TAINED I I I - 13. DAlUhW ALL EI I ALONG THE,T(IP OF THE 'SLOPE OF 'THOSE FILLS ON WHICH GRADING IS NOT IN - D) CONTINUOUS INSPECTION IS REQUIRED I . 1. , ',PROGRESS.: I I I ANCRORS/DOWELS BY A , I � WELDING 4, ST4NDffBY Cm7k SHALL BE ALERTED BY THE OW I NER OR CONTRACTOR FOR, EIULDIKG:�QEPARTMENT. THEINSPECTO I I I EMERGENCY'VORK DURING RAINSTORMS., _ .1 11 I ,,ANCHOR . s/DOWELS IN AGO I ORDANCE W11 I 'I, ALL WELDING SHALL, BE DONE USING THE SHIELDED ELECTRIC ARC PROCESS BY 3. EXCEPT WIlENTHE ,INSPECTOR DIRECTS OTHERWISE, ALL DEVICES REQUIRED SHALL I , I I C, INEIDERS, USING E7OXX ELECTRODES. . BE IN: PLACEAT THE END OF EACH WORKING .DAY WHEN.,RAIN IN FORECAST, AND , RECOMMENDATIONS* INCLUDING CLEANLI E R'q. F IE 0 " '- 11 1, I I 11 I . , EMBEDMENT. � I ''I'll `1 2. 'WELDING OF STEEL REINFORCING BARS SHALL BE DONE WITH LOW HYDROGEN II SHALL BE MINTAINED DURING THE, I ,RAINY SbA5ON (ocToSER 15 TO APRIL 15)I 1 - - C, ELECTRODES, A233, CLASS E70XX SERIES, . I I 11 6. SANDBAGS SR,�LBE S�FOCKRLED: ON SITE, READY T0.BE PLACED IN POSITION IE) UNLESS NOTED OTHEPWISE:QN., THE. DR I �: � 24�' ON CENTER W1 TH 5 V) 3� WELDS REQUIRING CONTINUOUS OR PERIODIC SPECIAL INSPECTION NEED NOT HAV A MINIMUM OF `% 11 I : ,E � MEN RAIN IS 9K FORECA-s-r, ORWHEN � VjE INSPECTOR ,SO QIR�GTS. .1 ,, E I . I I I SPECIAL INSPECTION WHEN WELDING Is DONE IN AN APPRo,vFD FABRICATOR'S I � 11 1. 11 I 1, 1 7, PROVIDE A PLASTIC COVER OVER �GRADEO SLOPES PLACE SANDBAGS ON TOP OF' � - I 11 I - I . I , ,,, I )VER, FROVNiOVING, AND AS DIRECTED BY I I 1_� SHOP, HOWEVER. THE APPROVED FABRICATOR MUST SUPMIT A CERTIrICATE OF Pi;IASTIC TO PREVENT THE PLASTIC dc , I I I I I- - 11 I . I ' - I I .. INSPECT 11 " c� COMPLIANCE IN' ACCORDANCE WITH THE SECTION 1704-2.2 OF `IHE CBC� TH, E O.R. , I I I I I I I . I � ' "' �1_ � I I � . I 11 I I I � , - J,, 4. PECIAI_ INSPECTION IS RE 1RED FOR ALL FID WEELDINGS, I I- I I - I I "I . . , OU E LD I 11 I, I I I I S I I I I � I I I . I I .. ... - ------ 1- I .... - . ..... . . I .. I 1. � I I I bI I � � , , �I... I - I 11 I I ,I I � I . .. I . I . - I I I I � � I I I'll . I I I I 11 . I I . . I I t . I I'll I 11 I I l I I I � 11 , I I . I , I I I'll "I I I � I � .I I 11 � I I I 11 11 I I I I I I 1".. I ... I , . 4 . . . . . � � � � I � I 11 11 I I ,,l . , 1, I I I I ''I'll . I I 11 I I 11 I "I'll I 11 11 . I � 11 I I . I 11 I I , I I'll I I I I'll I 1, I 11 I I I'll, I , - I 11 11 I l . - I � .11,11,111, .11 � I "i c3 1 I',, i 1 i I " ;� 11 11 I I I ! I � �, .. I 1. I I I - I ' I i i i i 1�-_:,_`I - �`'- ,7-� I 1 I I �, ,!-,� I.4','. 10TES � I I _ �111 -I � 1. ! I; liT� I I I . I . 1 ill "I All ,,,.I 11.1 I I �-.,�,-�_N�,� ,. 11 ,,,_ I __ -,-. - I � i 111; 1. I -"' I I 11 . I 1. t,� 11� I I, I -f 4i ,,, , - : t, � 11 I I .�,,W�-. '' 11, .. I - Q"�, I'll, � ABBREVIATIONS 1 � 1 I -, , � " - I I I T I t � � -4-i , 11, I I _`_ - ' ' I : l 11 -- EIC SECT.IONS 19,04, ido , SHALL BE I I 6 4.1 � ,I . , , , & A.& ........... � ANCHOR BOLT ON ............ - DOWN HI .... � .... I ... - HEIGHT � OF47 ... � ......... OFFICE T.F. -1-I-41-1 TOP OF FOOTING I : 1 � , ,, ��l �-,� I� ,$. - i I APPROVAL BEFORE -ANY �OKCRETE IS A.G. .... _ _ � ASPHALT CONCRETE DR ... -, � . ....... DEEP H.S I ....... � ..... HfGH STRENGTH ' OPNG ..I ........ OPENING II .._..� ..... TOP OF BEAM I iiiiiii ,,,z , ',Z', � � �o� 'a MINIMUM CEMENT CONTENT OF 6.0 SACKS A/C � ...... � .... AIR I ! ; , CONDITIONING O.S. ____ ... DOWNSPOUT HVAC _ ... I .... HEATING/VE�TILATNNG & OPP HO _ ...... )PPOSITE HAND TO ............... TAPERED GIRDER i 11111 ,,, ��. T .-I?, . �� CRETE MIXES SHALL BE CERTIFIED BY A A�C.P . ......... ASPHALT CONCRETE PAVING DWOS .... - .... DRAWINGS AIR CONDT111,01NINC n-.S.F I .......... OUTSIDE FACE T i : ; �, �� .;:� I - i� Y X.&ALIFORNIA REGISTERED CIVIL ADDL _I ...... ADDmONAL (E) ....... � ....... EXISTING IN -1 ...... _.L INCH 1P .... � ....... PIPE COLUMN .G. __l__ TOP 'OF GIRDER ! I " �. § 1 I - I * I , .C. T K ... � ....... I. THICK I I 6 ,� -- I- -1 I I - 1. IH i i -- .1 Ix , ", I I - A.F.F . ......... ABOVE FININSH FLOOR EA ...,11.11-14.. EACH I INFO __ ...... INFORMATION PEN .. ,,..,,.,,,. PENETRAT ION THRU ..... ___T`I-IROUCH I . L � I 11 I I �� ",.�_`� : h I o �, " II. �, � - ... �._ H OF soob'PS1 AND A ALUM .......... ,ALUMINUM E.F. ___ ... - EACH FACE INT I ... I .... __ INTERIOR I,: PL .......... - .... PLATE' OR PROPERTY LINE , L. .,__ ... _. TOP OF LEDGER I : 1� �_` 1. �51 �_ 11 I -li . � , I - I I � . : I * I, ALT ... I ........ ALTERNATE ELEC ............ ELErTRICAL -,J - IS. ._ .... � .... JOIST BEARING PLAS ........ .. PILA�i-_R TN . ..... _ ... _10P OF NAILER I . '�-�:-I�, 1. I : I , '_�, i, `- , RESSIVE, STRENGTH' AS THE OTHER ANOD ....... - ANODIZED .... JOISr GIRDER M-L'I' D _ .... ..PLYWOOD I . . , , , _ ELEV ._.,.....ELEVA`FION J.G. ... iW I : ! SISTING OF PEA GRAVEL SAND, CEMENT ARCHT ,',:_� ARCHRECTURA' _O� ___ ....... TOPOF i . I i'�', ::;I �y %, , I EMBED ....... EMBEDMENT, EN46EDDED JST ............. JOIST PSF .... I- .... l. POUNDS PER SQUARE FOOT T, G. p. __._l,__; - I- - 8 ' - -I , ANEL - ,,I_ ,� SUPERPLASTILIZING 5.6 I ..... - ... � TO E E.N. _ ........ - EDGE NAILING JT .... ____ JOINT P SI ............. � POUNDS PER SQUARE INCH 1,0.9 ET/P I I i ! �,: - _7 2 " HES� AN APPROVED .......... TOP OF PARAPE .1 I I I I : G I RO . UT BET ............. I BETINEEN ED ...... __ ..... EQUAL K.0 . ...... __.. KNOCK OUT P.T. - .... ..,.,., PRESURE TREATED TO"' � . .............. TOT AL L, i I7, 1- U,M P TO MAXIMUM'3.5 INCHE& I I . � ........ TOP OF STIES 1 1 i �', �' �. �_ - , RAPilID-CET." OF "FIVE STAR GROUT" OR BLDG .......... I.. BUILDING E�S, 1.4-11.111- EACH SIDE L ...... � ......... ANGLE, R.D. - ...... � .... ROOF DRAIN' 111.111- - ---,-- .� �, I';, !-' 51 - - - ---- ��,,, '.7 T ANSF _ ... TRANSFER I I , . ",;",t!�I: I IR I ,_,.�. I 1, .� I BLKG __ .... BLOCKING E.W I ...... I ...... LAT ....... I.,.- LA RALl REBAR ......... REINFORCING BAR TRANSV ._... TRANSVERSE <11I 11 <-J� I �1:<i .R�-,Ml " I ""I I I � BM: ............. BEAM EXIST ........... EXIsnNG L,DR ...... ___ LEDGER R3. ,I ........... ROOF BEAM TS ............... TUBE STEEL I -.0 RIM-, TVSTReNGTH' CHOMICAL.STABIUTY AND B.N I ........ � .... BOUNDARY NAILING EXIP ..... _ I .... EXPANSION LG ___ .... .. LOtZ I . I 11 PPLICAnON. PoRTLAN ... Dr , - , , REDID . ....... � ... REQUIRED I I— . .. CEMENT SHALIL T ' T�S . ............. TOP OF SLAB - � I ' 11 BOT ...... _.__,9OTIOMI EXT ___ ... .- EXTERIOR LLH ..... __ ..... LONG LEG HORIZONTAL RE;NF ..... � .... REINFORCING I ODIFIED ,AND LOW ALKAI_YI CHEMICAL' I I I TlW . ........ -,., TOP OF WALL � 11 1, , , 11 B�w . ..... ...,."I BOTTOM OF WAIJL F.D. � ... _I_ ... FLOOR DRAIN LLV ,,, _ � .... - LONG LEG VERTtCAL REF - ........... F I I l CHEMICALS DESIGNED TO.'LjMfT CORROSION TYP __ ....... TYPICAL 11 C _ ........... _ -CHANNEL FON '__ ....... FOUNDATION I NTRAINMENT AbMiXIIJIRE�l $HALL CONFORM I LONGF ........ LONGITAINAL REV ............. REVISION U.N_O I ...... l ... UNLESS NOTED 071EIZWSE , .1 SHALL .,CONFORM TO AST I C 33, AND CANT � ......... GAN.11LIEVER F.F. ...I ......... FINISH FLOOR L.P. � .... � ....... LOW POINT R,J . ...... __. ROOF JOIST VERT - ......... VERTICAL I I I 11 Im , C:G. _.__ ...... CENTER OF GRAVITY F,�I ..... I .... ..FINSH GRADE LT ........ � ...... LIGHT RM ...... - ..... � ROOM ARE USED, .LIGHTWEIGHT A.GGREGATE, IF C,J, __I ......... CONSTRUCTION JOINT OR - MA7L .......... MATERIAL R.0 . ......... � ... ROUGH OPENING V,I.F . ... . ..... I VERIFY IN FIELD ED-SHAI , T, M ATERIAL OF FIN ....... __.-FIN .H LE OR EQUIVALEN � ISH ' W1 _1 ... I ... __W) aDE'. GONCRETE:017 THE REQUIRED CEILING JOIST F.J. I_ ... ___FLOON JOIST MAX - ........ - MAXIMUM SCH ............. SCHEDULE WD ... __l ...... WOOD 1� I I CIL ................. CENTER LINE FLO .... L ...... II.FLANGGE M.O. MACHINE BOLT SEC T ........... SEC-FON - 11 W, __ ........... WOE FLANGE I I I . I CLG .... � ......... CEILING MATL ._ ..... . �MATER,IAL sHTG ..... I ... - SqEAMING W/o " � ......... VA ,-,-I OU T ACCOFIDANCE NTH A.$.T.M. AND CBC CUR ... I .... I_. CLEAR FUR ............ - FLOOR SHT ,I ........... SHEET I TS SHALL BE SUBMITTED TO THE F�= . ........ - FACE OF CONCRETE MAX . ............ MAAMUM W.P. � ..... I ........ WORK POINT � , C.N.,U . ......... CONCRETE MASONRY UNIT M.B. ..I . ....... MACHINE BOLT SIM . ............. I SIMILAR WIR. - ........ _WATER RESISTANT E REQUIRED, FOR ALL l TEST SAMPLES AND COL ............ COLUMN F.O.M� .... _ ... PAGE OF MASONRY MECH � ....... �, MECHANICAL S.j . ............ _ SAWCUT, JOINT WT I . ....... __ WEIGH I' 5'FLI D lr� I I ETE SAMPLES MUST COMPO __ ... COMPOSITION F.G.S. � ...... _ FACE OF I MEZZ .......... MEZZANOEE S.P. __ .... � ... - SPLICE POINT W.W.F . ......... .VrtUDED VARE FABRIC ND REPORTED I � I . I, - , I I - I CONC �:,.',_ ... I CONCRETE F.N. ...I ......... FIELD NAILNG, ,, , I � , I - - 11- _ll:. __ --,--,"-I�7S--.�':--""�'��'�A SI "`l';N1"'�`_QFD' I_ ......... MANUFAU'PURED SPA - .... �l .... I.. SPACING X � ........ � ..... - EXTRA STRONG - - I 1:" ' "CORN I - TI I . . ...- .... I R' 51 I I (D NST STAULE.,EARTH. I I I . I ... �;�_ CONNEC ON FACTL11FRER 1, G (o t"'. I SHALL. HAVE -A MINIMUM OEM I tNT CONT .......... CONTINUOUS FT ............... FEET OR FOOT MFR ............. MANU SPECS ......... SPECIFICATIONS XX ..I ... I- ...... DOU13LE EXTRA STRON I I YARD OF MIX ' , L CONST __.. CONSTRUCT ON FTG .._ ........ FOOTING MIN .............. MINIMUM I SO ........... __ SOUARE cq T� I Ii MISC, ........ � ... MISCELLANEOUS, '� I IsTAOG ........... STAGGERED I I .1 � I EXTUREO .11 0 1 0 . N � CRETE. . I CORR I_ ... _ CORRIDOR GALV __ ..... GALVANIZED M,F.0, ___�..M - . I ETD ... � ........ I., STANDARD 4) 0) 0 CIR ..... - ..... CENTER CA ........ __. GAUGE , ETALI FRAMF,D OPENING , IN' A , OG6RDANCE WITH CDC AND A.CJI DN MILD I ... : ...... MIGROLLAM B � _NER = (q I I, �-,,�,, �, D BL � ........ l-, OCUBLE G.1. .- ...... ..... GALVANIZED LRI I ,EAM STIFF .... - .... STIFR� DET .- .......... DETAIL OLE .... GLO-LAM BEA.�,A M.P.H .. .......... MILES PEIliClHOUR I STL 4.11 ..... SIIEEL , 11 . II.- 4% . S AND OTHER' INSERTS SHALL BE , � I I M, TL ....... � ... - METAL ,, S,S- ....-l.- ... SELECT STRUCTLIRAL 0) - A), ... ' - ' , '-, " l ,, ,1 4 'OF, Ai,,,P,,,�.,,,,.,,�,0,1,,W-,GLAS FIR' I GLF ,,!I ... �,.,_,., GLU-L ' 11 - ""I'l-_ . , I STRUCT ,I , � OCAL BUIUJINq.,,..'f,BEP IRTMENT INSPELTOR'�e" " �,�, - . - '�',�', �q; �_,�', I I I -AIM, PURLIN (N) � .... � ....... N EW I . ...... I STRUCTURAL I . I I 1. Ili v V, 1 1. ' ' . ... GYPSUM- BOARD I 1 ,, ; I I , 4' 1 .F. ..,'.'.'.:....,,DRINKING FO`UN TAIN GYPI 80 .. a ... N.I.C. __ ........ N 0 -1 2= > Q I 11 I-, 11 I 11 11 I I NOR .�.. �...., HEADER 1�11N CONTRACT SYM ............. SYMETRICAL 0 .......... __ AlF I P I INSERTS, BOLTS, ETC.:,: FOR ORE6AST DAG . .......... Ir'DI[AGOINAL I . . NO.. ,.��4�..�_. NUMBER 7 & 8 ___ TOP & BOTTOM � .. ......... � .... CENFEER LINE 0 - DIAPH ,. DIAPHRAGM HGR ....... � ..... HANGER 11 0 ex � fq � I'll, 111-111 I " 4 ERS FOR SAFE iRfCnowff THE PANELS. DA _..�.,�.... DIAMETER HK� _ HOOK N.SI ___ ...... NELSON ISTUO OR NEAR SIDE T & G ......... TONGU� & GROVE 0 - ............ DIAMETER 'o ,�Ny CONCRETE. HORIZ ..... N�T.& ...... � ... NOT FIG SCALE TEMP ........... TEMPERED It - I... I ...... PLAT ,- cq I I I .11, I'll DIM ............. DIMENSION ... � ...... HORIZONTAL . I E OR PROPERTY LINE F 3 DAYS:, BY A METHOD ACCEPTABLE TO H.P, - I .... � I ... HIGH POINT O,r-I _.... � I.. _ ON CENN TER 3 __ ...... - STEP IN FOORNG 2-- r. >1 Q AFTER THECONCRETE HAS ATTAINED 11 < o 0 0 � 11 ) m 4) 0) I I � L . I . , I I � - . _3 I . c I I I � � 0- a -w m v ''I I a- , I I < X 0 .w , I I l , I I - M 6. I . 1. I 1. 11 � ANC14OR RODS GENERAL. SPECIAL INSPECTIONS I M Lu 0 - 11 I - � �, '' � ASH ORAMMERSION, REBAR REINFORCEMENT 1- ANCHOR RODS/TIE-RODS SHALL CONFORM TO A.S. T.M. A722-95 OR 150 TYPE 11 ' � I 1. PERIODIC :E a 0 . � I , , ., (NQN-0NTINUOUS) OR CONTINUOUS SPECIAL INSPECTION BY A CITY Cr r. MANUFACTURED BY DYWIDAG-SYSTEMS INTERNATION& CERTIFIED DEPUTY INSPECTOR 11, REQUIRED FOR THE FOLLOWING: Uj W ,T� 3: D OTHRWISE ON DETAIL5;. AND SHALL BE C* tG'OFTHE REBARS. WELDED WIRE MESH (DSI) WITH DOUBLE CORROSION PROTECTION. A) SITE CONCRETE WORK (COPING & ANCHOR BEAM) :I_ ...... .NON -CON FINUOUS. 2-' h� 0 0 1 EPDXY;COATED CONFORMING TO ASTM, A 2� B� INSPECT SHEET PILE FOR LENGTH & DAMAGE : .) = I , ROD TENSIONING: AFTER BACKFILLING St. COMPACTING TO TOP OF ANCHOR L ___ ...... ...NON -CONTINUOUS. 0) r T :��, :1 'r. z CL REPAIR COATED., WI T BEAM, TENSION RODS TO 11,000#, COMPLETE BACKFILL & COMPACTION TO I 1 ,4 & G LOCKING 'OF PANELS :,,, .................................. I, -, _...NON -CONTINUOUS. 0 ATEID,BTEEL, OR� A S16 STAINLESS STEEL. ROUGH GRADE & TENSION RODS TO 5,000#. D) ANCHOR ROO TENSIONING : ...... I ...... � ..... - .................... � ....... NON-CONTNUOUS. I 11 11 ... 11 I 11 PLICEU OYLAPPIN,G: +2 BAR DIAMETERS IN E) GROU]ING Or PVC SLEEVES :. ..... __--1 ..... - ....... __ .......... .NON-CONTNUOUS. I I WITH .2� INCH: MINIMUM LAP IN EACH 3. WHERE HELICAL ANCHORS ARE CALLED OUT ON THE DRAWINGS, THEY SH!A LL spucEs wH-EN,j),E]FAILED SHALL BE I I . LL F) PILING INSTALLATION : ... __ ... � ...... .......... _ l ............. I-- ...... NON -CONTINUOUS, SmEmmam 11, I.. BE MANUFACTURED AT THE A. B. CHANCE CO. FACILITY LOCATED Ai- 2,10 G) HELICAL ANCHORS INSTALLATION IN ACCORDANCE ll"l I l FH ALIEN STREET. IN CENTRALIA, MISSOURI, UNDER A QUAL! 1 TY COINT OL WITH SECTION 2A,.2 OF ICC ER-5110 :I ........ .. l .............. � .... NION-CONTINUOUS. CL I NOR - 1 -1 I R CED ANq SECURED IN POSITION,WTH METAL PROGRAM WITH INSPECTIONS BY RADCO (AA-650) AND SHALL BE ,INSTALLED IN < AND WIRE TIES: BEFORE PLACING ANY I -SPECIAL IRSPECTiON IS REQUIRED FOR SEAWALL PANEL CONCRETE IF NOT CAST - T S & CONNECTORS SHALL BE HOT I'll, . M , ACCORDANCE WITH ER-5110. ANCHORS, PLAIE IN k MRT'IrIED YARD, a I 1; � I I I . I N OF PRE I CAST 0 1 ORCRE71 PAINE, I LS SHALL DIP GALVANIZED PER A.&T.M.. A15I3 �LATE51` REVISION). THEIR INSTALLATION I 2. rON.TINQ,0US SPECIAL INSPECTION IS REQUIRED FOR THE INSTALLAII-N OF w >_ � � w . I SHALL BE IN ACCORDANCE WTH THE'MANUFACTURERiS RECOMMENDATIONS. k" ANCHOR BOLTS, ADHESIVE ANCHOR BOLTS, A"DHESIVE D`8WELS AND `MECHANICAL w �_ ,, I I EL SHALL BE AS FOLLOWS, UNLESS NOTED r , ANCHORS IN ALL CONCRETE AND MASONRY WORKS, !P. " z I I I I I 111 1 4. THE INSTALLATION TORQUE OF THE N-PLACEF HELICAL ANCKOR MUST BE,AT I , 3. SPECIAL INSPECTIONS SHALL BE DONE By ONE OR MORE REGISTERED DEPUTY w 0 0 TH SOIL: WHEN CAST AGAINST EARTH 3", LEAST 6.0 KIP -FT. I - . (SPECIAL INSPECTORS, APPROVED BY THE BUILDING DEPARTME T NLY, HIRED , I ,l ,k - � I ) . N 0 :4 (o 5; ;1 . I I . AND PAID FOR By THE OWNERI I- N , R �AC I E I �'. I - I 5. ACCORDING TO THE GRAPH AND THE SUPPOPTING,CALCULATIONS, AS SHOWN & I z - Lu 0 ,I6 ;NTERId I 11 I I I I I 11, l .1 SITE VISITS CONDUC`jEO BY THE ENGINEER ARE MERELY FOR OBSERVATION < t m D. ", I ''I � I 11 "I I I'll. I ON PACE 17 OF 27 OF THE A.B.CHANCE BULLETIN *Of-9204, THE LIFE O NOT CONSTITUTE AN INSPECTION. 0 4 I I I , I STEEL 11 AT CENIFER OF SLAB, I I 11 H I 10N S � 5. TWO (2) PROPERLY COMPLETED AND SIGNED COPIES OF THE SPECIAL INSPECTION I I EXPECTANCY OF THE HELICAL ANCHORS FOR I, IS APPLICA HALL EXCEED Z 4 (n UNLESS NOTED 50 YEARS. AGREEMENT MUST BE SUBMITTED I'D THE PERMIT SERVICES DIVISION PRIOR TO Z,c Lu () w I I .1 . I � . T 1�, In lk- I ANCE, WITH CbC SECTION 1907 . ISSUANCE OF THE PERMIT. - I- �b `0I 0 � I , ACK - AN ,, EALEM , CONFORMING TO kS,T.M; 1 6. As A MINIMUM, THE DEPTH OF THE SEAWALL EMBEDMENT INTO THE GROUND SHALL �N 4 4 m z ''IN . 0 1 FIONS ON (S-1) AND MUST BE ACCURATELY MEASURED BY -A 0 0 � I I I'll ' I BE AS SHOWN ON ELIEVAI j I I I I , I I 'HELICAL ANCHORS SPECIAL INSPECTION THE DEPUTY INSPECTOR. A COPY OF THE MEASUREMENT MUST BE �UBMIITTED TO >_ _j -11 � - - 4 < T, GREASE OR OTHER MATERIAL LIKE' TO - I , < .j l I I ,:I, ' THE CITY & THE 'ENGINEER OF RECORD. 39 m < w x , Ds. '' I I SPECIAL INSPECTION IN ACCORDANCE WITH sEcTioN f701 OF THE - 7. SPECIAL INSPECTION FOR ALL NEW CONCRETE CONSTRUCTION, INCLUDING REINFORCING gc 0 co ED w . I coo , Lu lu :_7 ''I ., I . I I I E SHALL BE PROVIDED FOP. THE- INSTALLATION OF THE I I.-. STEEL, IS REQUI I REDI 00 �_ �. w I . I I I S AND FOUNDATION BRACKETS. ITEMS TO BE 'A -, � �, _',,., - ',,7 - ,,, (D I "I 11, 11 I - . ;l,'� �,,,��i��,��,,,,��,�""-",i",�,,�-,, j� w I I 'Ir ;l ; . l, - a w 4� � . CIAI O.- - -I '. � I I , I � , tONORMED BY THE SPE�l - INSPECTOR SHALL INCLUDE, BU T N I 1,_�, , I n,.,F'..wI l,., 'i. .. _ - I cc I I I , , . t"! �,,,,�,�",�,��,,,',',��,',,,,""�,�""",�"""�I I I - ll I . l 11 I 1: I , g, . tu Ii I I I I I - 11 I E MANUFACTURER'S CERTIFICATION OF ANSTALLER, THE' I I � 1, ,�-,�:"�,"�',,��,�,����,���,,,,,,., I' . I I I LNOTED To, THI I A 11 , I 1. 019 < 0 � I . � �,,,,,� ................. " , I ",_ ,?,��,,, � I I '� ... "', '11'� .... ...... � , _,.�, lI 0. w INSTALLATION TORQUE AND DEPTH OF ANCHORS AND COMPLI�NCE 11�;1�1�1,k�,,��, �l,,-,.�,�,�,,�,�,,'�,,�l",,�l,'�� I " I 0 a: " ,,,, *1 ,,�,,, " �"-,.�""."-�.,�,�l,,"""3,�l,,�,�, ��, ,,,,!-;�,,,,,,����,�'I'�l",�,�lI lf,�Aj,, ,,, I , 0. 0 A.S.T.M A5 �ll,,`� I I ,",��;, I A 4l � �_ , , ',l_,ll�,��,'�-�'� ',,';!,',�,�,;;,_ ,_ I ,,,,, I I � I - 11 I I . 1 ,72- GRADE 50 OR � - , ... --"',"I 1111',`Y",�-&, '�,, I 11 I-- Z) I I I ) i%� ,,,:,��: , , , " ,,�-,-I�,�,, J�P, � i�,: ',��',- I & 0 , ,,,, I 11 I , -- "" � 'l "Ill' 11 "I I 1, . I :WTH THE APPROVED CONSTRUCTION DOCUMENTS AND THE ICC I I ;1 1, I I I "I'll" k, 11 'I '"��-"�,,"�,,�,"�,�,�'iz"",,�""'�,��� ,,�� , In �r. : ,� oz w I ,li,,,�`,,,��,'�Illl� 1�, ,,, , -, - - , ll , flo H_ E.STRUCTURAL MEMBERS SHALL CONFORM ER-5110. IF PERIODIC SPECIAL INSPECTION IS SPECIFIED, IN ., 1, I. ,;, ,, ,,e ,,, 11,','`�I,�x,��', �,��,,�,�4-,,��:ifil � '01 ��, � w" ui � I 11 I -,,, 5�-, -,l� "','�',,"�;""",��,'�'�,',��� �',,,�,:�!:":"",i,��,�,',-',,"-"""",:-,,�,,�"""�z,�,,,�'�:�-,-,,,�,,,� � I I I I _,�_�,�jle,�Zi�",'zi",,'�', -4j�,g,g,l�Zp -�,�!� "', - , " ,�, � , I I ,z I I "'i", i"', I im, 0 1 1 1 I" , "", '11, , I 1,111" ,,i',l'I11el1lI � I , I -l- ... :", , &. , , _�:,l' " " ,,, " , ,,,�,,,,�,z:�,"�,'��z�"K,��,,�,�,,�,����,,�-,�,,, 3 TO, STIR - V"",�,;'P ,,,,',,,,,�,:�,, , I I .11 gL 0 a I I I I I I .11 ACCORDANCE WITH SECTION 2.4.2 OF ICC ER-51I UCTURAL , ,i,.�z�,_ � V� z u, I 11 I . �""",",�,',,,z��,,��,�:�,��,,,,',,,,':�',�,i!,�";,�",,Z��,,� '%l,�,�l!i,'�,A�,I ITO A,S:T.M. A506i GRADE 8, Fq 46 KSI. -OBSERVATION IN ACCORDANCE WITH SECTION 1709 SHALL BE ""i",i:�"',��i;�'��','?,',"f�� I I l - ,�,,, " . - 21 11 11 ll 2 -1, z - . I :;�,,,','�,�,,,,,�,'�-'Z,","�,',���'��,"',-'�,,",','�,�;�"-;� " 1-11, I"' 1'1�, 11'�, ,,,�,T�,�,� I I .1, .1 I �, I I ���l";,�"I"�'I'l",��,����-'�'�:i���,", PROVIDED. PERIODIC INSPECIT�ONS SHALL BE PERFORMED IN "�,�','�'�,,,�:�-,','�,,��,��,'��y":��,�,",�,,�'-,'�",�,"�',,,,��",, "I , �,�,"���,",,,',��,,�.,,;,�'.."', I 7, UNLESS NOTED OTHERWISE, WHERE HIGH ,I 11 _', ... ... �11'� ,,,,,',!,'�,,��,11�,�',,,' I � �k- ,, , 11 ,"I", 1111 ��, I I 11 ���'���",',',���,"�-�,,�,,,,�C�'��,'f)C-,11,'�,"�,C�c',-�l,�l,�4,1�',',,�',-,", ...... , � ,'t� -_ m ti, ,SHALL' BEWINIMUM :.3 ACCORDANCE WIFH THE FOLLOWING SCHEDULE, SUBJECT TO THE , ��,�I�,P�Y� , ,,,,�,,I, �, �` I--, 111", " I , � I c , KV DIAMETER AND - I , ", , " _�,� "'i,'�',,�,"�,:�;���!��,,,,,,�',-,,�j,,,:�f'��,',,',,',',,,-,,',",�,�-',,,',,� "', z "�,,l,, " " , " , ,9, , , _ ,:,�','5,,fii,�;i;�, " " z 7 � � to � ,� , � . Ito Ln �5 , ,�, , LESS. NOTED OTHERWISE 'ON THE PLA4S.I BUILDING OFFICAL'S APPROVAL: I . &IINO"Wil I �PA, �y�,�,,i,, 'i"��,i,�'i�,,,,--,,,,�:�,���,- on m �,, I I "�"�"�'?��,�l,",�z,�'��",',,S���',',','�"",���'�'I'l� . 0 � w 0, �n 6 1 " " ,�, �'_'�',"',"'Y . , "11, � , I I A,47 , " I 't, , T I I,NSPECTFD:,BY A,REGISTERED DEPUTY 1�1 I 1I BEFORE THE START OF WORK - VERIFY MANUFACIURER, VERIFY "'n �1 11 � , , 9 �, , I, W I I � ,,,, ,��`,:P,�,,` �l,l��_ �D ci� '' . - " ,�._�'_�� ` 0! - 11 I I.. . - l - - �7:, -7 "TIR - -_ �',�,��'�� l � I ; I I INSTALLER'S CER CATION BY THE MANUFACTURER, AND CONFIRM ',,�l,�_ ry � Ld c o AIRTMENT. I . , R 11, ,,, _ , l � I � � I,, , ,,, �,,i �,, 1,,, �fl pw � � I ll, "I I I l�� ,,,, �,, � I i,,�, I l�,,W � ,,i'�, , , �,%�,:, �, 2� , �'1,11-,"� x�;�"':,�,,�:��','� ,'j�,,S'�, �I 11 r , , ��`�,�',Z,��,,,�,,��,'�, a , PIFER AND BRACKET CONFIGURATION COMPUANC WITH ,��,%,�;�,'�,�lli��,�:"""�����"""��� " I -BE STANDARD HOLES, U. N. 0. I �� 11 - �,�- �-�-, ,,, , _-,_�'11111 � Kl .. ..... ��I,,�l I = I-, 11�� UMENTS AND ICC ER-5110. , ,� "`,;�", , 1, '111, I h -- C� - - - ,, . ..... I" CONSTRUCTION DOL Wi-I'll.""', .. . .... ..... 11111111""I4 ���',�""",,-";�i�,�,.,,,,,,,�ll,",-I "'l � , , , :1, III, _1117�"�,� , ,,,,,� ��,,I`�,,�,�:e�,,� i�v,,,�, . . . . . . . . z�" 11 :",���::""",",�,,;',','i:�i��,-"","��,,,',� , 0, 0 BE MANUFACTURED FROM C-1015, C1017 2. INSTALLAT " ,,,',,"""'��,�,,,i� ��,'�,,,�','-','��,,,�'�,�,'����'�"� , ,� I � RON OF FIRST HELICAL STEEL PIER - V RIFY THAT 2",,%�,��%, "I'll,�,,��ll""I"���,,�,',',,'�l I 1, ill ", � 1, 11 I . 11 - , ", ,:,��i�,��i�,e"""""��;"�,:� " (A z (�), ��4 &� 1, �,`� ,),�:��,,,,,�;���,,,,,,,',',����� I OF i w I'll I I "'o, " - , T T 11 ,,, - - , - 14 , G TO X SIT�W Al 08-587`� 11 11 �, n ,6 -PTH OF HELICAL SIEEL I I ��,�,:,` 1�;,,�:,�, I;t .... � 1. I RM TO A:S.Y. I M. STANDARDS AS FOLLOWS: I I L.00AIION, INSTAL' ATION TORQUE, AND DIE FY THAT l ' I I I "I 'n, e - -:i .1, Ili; "', i p". c� L, I .. , _,,�, 1, , �, i I C � - - � , �,,, , ,,, ", , I - �q, ";, ��, � PIERS COMPLY Wlf� CONSTRUCTION DOCUMENTS, VERi �� � �_ ...... � _�,, l"111 , �� �, I ''I 1 7 ,60 --- � D , INSTALLER KEEPS AN INSTALLATION LOG, , , �, A446, GRA E :A (GALVA��ZED) OR A570, " - ��� �, ." - , ""I �� - .1 I . . I zl , - � I 1��, ", �,, - 11 I , I 11 " , I 1 I . �;_ I , .�, `� 11 Z , < I - , , , , K � I 1 . ., �,_ ,; I " �r I � '- NG MKIMUM'. OF 33 KSI YFILD-STREN I ; '," ��111 � or 0:, 6 0 ,,,G,T - VERIFY THAT , , li 11 I'll, I 11 . 11 11 . ,H. - 3, FIRST CONN�CTION TO BUILDING STRUCTURE '� , , I., I I � t� �1' I i - - I I . , I � , 11:1111, - - AA46 GRADE D.(GALVAN17ED) OR A570i I ��.' I L Wn �1,� '_ -1 LL ,z ,,, ,_ I I 11 I INSTALLATION OF FOUNDATION. REPAIR BRACKETS OR NEW -` R I ll fl, BI � I I,. "I'll 11i wd :D L � I_ : I .. - �, -1 I "I I" . I �_ I- I �'&ILD STRENGTH. I I I A ,, ��', fw2l I. -111, �VING MININiQM.OF 5O_KSI Y - I CONSTRUCTION BRACKETS COMPLIES WITH CONSTRUCTION 11 I I.rI I I _41 I �, I .1 I I 3 N - 0 1 11 . I , � I I ,� I I I � ,� , v� E Balboa Div I E amboa Bh,a � I �; 0 3 , I I I I'll ll "I I I I "I . 1 Oft, __3 1, 11,�,�,�,,,,�': I I ,�, I I ,��, �, ,_�,;t� 11 I I I I I -1 I I I , I , -.1 I I., - � I ,,����I,;,,�'; " !�-,,,Z � 1 4� vlo a-, " TO:, ,THE 13th, EbLTION bF *X`.Ls�CI DOCUMENTS AND ICC ER-5110, I , 0, 0 11 11 I 1. �, . � a .1 , 1 4. END Or WORK - VERIFY THAT INKALLATfOR LOG COMPLIES WITH *:, I � , �, -, c�� . I z I ,,�,,�,�,,'f,,'�,�,',����',�,,��,::�,j',�,�,,,,,',��,i�"""�,,,� � I - I "? I I I 4r,� ,I, - � - I . Z, I '' L SHALL BE DRILLED OR PUNCHED. RE'QUIREMENTS SPECIFIED IN THE CONSTRUCTION DOCUMENTS; �rl -��,,'�;""��,,,",,',"'���,,�,�,,,��,,,,i �i,,� I ow �p �- n cl� �ll_, I 11 , I �1' .`�'.Ik-�-,` D, !"�, " C 3 , ,�' � -',j�',,�'�',,�""�-�-,,',�,,',,',,',,'��',� 4 1 I I � I I � - z;� t��,. 11 11 *1' ER S TALLATION OF 'ALL STRUCTURAL CONNECTIONS I 11�1. I -:)-)� 6�, -11, I " D. I . I'l 11 Vt- tFY THAT UN .� l 11 ,l�,eiim�,;�,,�"' � ,,,, "I UII -� I I . "I I 19l 1�-, I ,�` � I I'll ""I. , ( I co I I " I �-,�,�-',;�, ��,,,,�,��,,',���,'.,',',�'�z��, 7 V�_;�_. I I �`� Il, I 11 'e',6, , I � A",) AqO . . . ... �;��._ ,,, " i 00 CA I �_ IN I � I,Z I ... i:�;,�,��"! ',',,',`i;'q1,::�� ,,", I - O' E I " ,�, ,- I . CTION DOCUMENTS AND JCC -R -g-& ., 1�Iw,',,w,_,, "" . I �-"Z��',�,,,��-i,,,",,',,",;, LVANIZE'D OR, EPC))ZY.,.COATED. COMPLIES WII CONSTRUk, �, -511G. I � I I � I 111. I I 11 I I I I g-",%! l-D " " I 11 I I I I I I A'11�1�jik'127__'t�111 I - , .. Z�; � , ,w': i, z � , 0 � I 11 " ,,� I I � IIS; z �! < e, I 11 1. f I 117711?�., �,_, I �, ,,,�,�����,,�,�,�;t!�",i;,',�:�",'���,�',�t 401 C, u , I I I I -�,e " , ',i'� 0 11, � I �, I INg 0� � " I 1. I . I ��,� "i; 'M� _1 I, S, I,k�'Y ,"`�,,,��,`,,E�,ll�, , - I I I I I , X,�%iiIx`,� "-, I I - -,�,�il����,�"'�'i","�,,����-�",', I " I 'I'll I I I ' I 5',�_,qm,v ,-,- I I � �', , .� _��", I �__ w � `l` 1, I I 11 , I �,' " -;�, I'll , '�1;1407,I,, � , -) -�i�""'�,��,l�_ , I— -1 I I , , :7; 1 ,I I I ,�� ,�` ," ,� ',,��,,`,, _j - U) . I � I I . �, �,�-,,,,,',,',':,,,",::�',�",-�� CONTRACTOR SHALLUSE FIBIRRMIX � & , 11- ...... �,,�- " io Q4 7) 2. �. , SION RESISTiAmT MEETING ASTM A153 I I V..' I '. I - II 11,�T, 1. " I �1,1�1 I 1 .6 "I �. 11�1`1� "" �i,` 1 � "I " ,I, I'll 11 1, - 1! "I" 1�ll, I ,��ll,�'R,,',�,',-,�,�',�,, � (j) 0 CK o I II, , -, 11III�11�j�l � � I � 'I, _, I ,�,'_ ,", l", I 1 V -:11"ll", , , '� ,'�,� ... 0 0 0 Y -, l", , , �l",� "'l", t;;' , ",,4 .,,.l,tlI.jIi %� �,%,� ",," 2 -�, ,,��_ ,,� - ��'I'�""I'��',�""Ill"";"�ll,�,� . 11 I LIC. I ADH�SIVE OR .THERMAL PLASTIC STEALTH MULTIFILAMENT FIBERS 11 I'll, . ,__,,',,"�,_ I�f�oii,��,,, 1'1111� �� z Ill, 0 l I I Y '�: I , R-g" iv",,.,lk,l� l,,,�1'11111 �� , I I . � I I I I ''.. ' - 11 - ;c� 0 '-'i f.d.i ' , I , - .--) y HELICAL THREAGA ILS, WITH MINIMUM WHERE CALLED OUT ON DRAWINGS Fo1�c,I.',Wr,,,' 11 �,,',',,, ��:�,,�� 4, ul < - 111.11, ,A .. � - I 4, 0 �: pst,uxd :l � -1 N � 3� � -ALTH FIBER IS A SECONDARY REINFORCEMENT r � � I- Rl� I" , J 7 "l , " 1:1 .- I FIEERMIX ST,t - # 1 " V I I . ,I � ,,l,� -ec, , I Vf�`�, 4frr RAGNil SHOWN ON, THE DRX41NGS I 11: .CONCRETE CRACK CONTROL. FIBERMIX STEALTH FIB kkv r , 4.9.1 �6F -HE CEC. ' -1. I . 11 I RECOMMENDED FOR INCREASING CONTROL JOINT SPACING. ri ' ; - . IiiiiII15 . 11.1 - 1 I I Soujh Co s� kegion I ALL HAVE A MN OF IN" PENETRATION ,,, l � �, I Ill I", . � I APPLICATION RATE - THE STANDARD RANGE OF ADDITION OF I I ,_ _Ai IT'I FIBERS IS 0.75 TO 3.0 POUNDS P . I RBERMIX STE - EB I z' 202 .. .. c-F-11- I - TART COMPLYING WITH HDG 3188 � YARD OF-— CONCRETE DEPENDING ON PERFORMANCE � - I FEssi , "I S173 I � 11 �' 5 RONG-TIE�CO., INC_�� (OR , , , 11 11 REQUIREMENTS. FIBERMiX 'STEALTH MULTIFILAMENT FIBERS ARE I ., - \ , . I *J I - �, ID 106 'NUMBER ON THE PRODUCT. ' (-,ALIFQR1"-41A I SCOPE OF WORKII /�o �`i' 11i/1 � , AVAILABLE IN! Y41' AND ZY4" LENGTHS. I �) - , .�, I �, I �% It I— I �' I il � I T i CTS MUST 13�. APPROVED BY 'THE I I MA�,A� CCI� P,1W�';)!',)1_'1 I 1, TO REPLACE THE EXISTING DISTRESSED WOOD SEAWALL WITH A NEW "` " 1" .. ' I FIBERMIX STEALTH FIBERS MAY BE ADDED BEFORE, DURING OR I � NSPECTQR ' I , . - 1� �3 S 381 " I i�2 I 'l ANUFACTURER'S RECOMMf N I D A TONS. AFTER TIAE CHARGING OPERATION - :AT THE CENTRAL MIX PI ANT � CONCRETE BULKHEAD/SF-AWALL IN THE SAME ALIGNMENT, AS SHOWN � I Exp. / 03 /31 / 1 201 3 ; 2. I! , .,E, .., - ' I - 1* I . IAND WILL BE REJECTED-.- � OR IN THE TRUCK MIXER. FI9ERMIX STEALTH FIBERS ARE � ON SITE PLAN. ... / "I 1� N, �., - l 11 ,,, 11 UNIFORMLY DISTRIBUTED THROUGHOUT THE CONCIREJ "I . I " , E. AFTER 2- TO CONSTRUCT A R.EWORCED CANTILEVERED CONCRETE DECK ATIOP � ,4�0 /QG WEL5 ARIt NDICATER DIN DRAWINGS: MIXING AT T NO SPEED. OVER MIXING WILL NOT u - �� - 'I'll .1 I I IRE RATED TIME A I -_ 1Z, I KWI,�, BOLTZK,6-17 AND:BE INSITALLED ALTER ITS PERFORMANCE. I -11 I � THE COPING OF THE NEW SULKHEAD/sEAWALL. , �_CF -A 11 � I I 11 , � -,----, I I � I'll I . I I I I I I 11 I , I HIT-RE.500.-Sbl" ADHESIVE AND BE I I . . AUGO 1 2 2 01 i ESR,,2�22. ,, 11 ,� GUIDE SPECIFICATION I ING DRILL BITS� I , . 1 I I -,,NOTE TO THE BIDDERSm � . y i � . . , FOR.THE NSTALLAYiON OR.THE ALL: , ,SYN rHE'nC FIBERS WILL BE 100 PERCENT VIRGIN POLYPROPYLENE . i < ! I > I 11 I I � MULTIFILAMENT BUNDLE D LYPROPYLENE RESIN 0 0 ; '�_, ' � , SPECIAL INSPECTOR APPROVED� BY THE �AFT7,0 DIOROUGHLY EXAMINING "THE CONSTRUCTION DOCUMENTS AND T E SITE: < I I I 11 I 11 , CONTAINING NO�REPROCESSED OLEFIN MATERIALS. FIBERS MUSlF 1 IH ,� 1 11 I I , � � F 0� :� i,� - N R SHALL VERIFY.I-HE INSTALLATION OF I I BE SPECIFICALLY MANUFACTURED FOR USE AS CONCRETE I I NOIIFY THE ARCHITECT AND/OR THE ENGINEER IN WRITING, REGARDING ALL w, � < il� <1 - TH MAN , UF4CTU _ 3� Lil_ -5 � i W"", , REF�,S ,. ! SECONDARY REINFORCEMENT, VOLUME PER CUBIC YARD SHALL OISCREPA'NCIES REQUIRING CLARIFICATION, PRIOR TO THE "90 < i C3 I I A �6 CL , ci < I I SUOMITIF C. W �:� �� _j 0 11 I EQUAL A MINIMUM OF 0.1% AND BE ALKALI PROOF, FIBERS MUST I 8 �3i L :� i < 10 NESS OF DRILL HOLES AND PROPER ' ' , I � 0 , D al IQ I 11 I - I ''I'll, COMPLY WITH APPLICABLE BUILDING CODES AND ASTM.IC*-1116. 2.' IF THE ARCHITECT AND/OR THE ENGINEER IS NOT' NOTIFIED, AS REQUIRED PER c, RIIiIiiiIiiiiiiI � � I . 11 I 11 I I I - I ! � I I I I FIBER SHALL BE MANUFACTURED BY FIBERMESH DIVISION, ITEM #1 ABOVE, IT SHALL MEAN THAT THE CONTRACTOR HAS CONSIDERED I . AWINGS ' ,USE MINIMUM %" DIAMETER AT SYNTHETIC INDUSTRIES, 4-01S INDUSTRY DRIVE, CHATTANOOGA, ADEQUATE CONTINGENCY IN HIS BID T COVER ALL COS -is TO COMPLY WITH , : . I I 11 I I I . I ; � I I I I I II i 7 � I I I I I : : ! i I I i I i ; i I I � W07 i I I I i � - � I - I � - �ill" i, , , - EM,H�PNIIFNT, . . I � 2 ,2 I . FOC i � I I 11 , I TENNESSEE, 'USA, 37416I (615) 892-7 43. THE MOSI STRINGENT CONDITIONS, �,o i 0 1 t 1� I ,I - 11 , I I I - i . 1 I . I . � I I uj I i I I I 1.11, I 11 I., , - � 13. THE CONTRACTOR SHALL NOT BE ENIFTLED ,TO ANY ADDITIONAL COMPENSATION �o I . I I , I I ERED AFTER THE 'CI OSE OF THE BID". (a I : I , I , : , I FOR ANY DISCREPAINCY DISCOV r14 I - � i : I I I I , I I I 1. I I (m� i I I 1. 11 I I I I I 1; - I I . , I- I ,l . 1 i4 . I I I I I- I . , I I I � I , I - � . . I - � .. I I � I � I � � I I I I . -l'. I � - � � � .... ....... . ..... .... ..... . . .. ...... . ....... ..... .. ... ......... ...... . . C OAS'r GEOTECHNICAL, INC. ..... ... . ...... . .... .. .. . .. ...... . ... ... ......... . . .. . . . . . .... .... . . . .. .......... . ........ ........... ........... ....... .. . . . — - - — ------ . ......... ....... .. . COAST GVUITCHNICAL, INC. ............ ... . .... ...... . .... ... ..... .. ............. . . ........... . ... "T'GEOTECHNICAL COAS ......... CoAsT GEOTECHNWAL, INC. Max Oojidon MO. 422111 IAH MukOoridon WM 422,0114 1 000 tninixtrinz Invesewatim w6nicatr 1 lidall 422011-01 Max (701161111 B W.0, 422011-01 ',p_cqx oar "anon 'jilly 26, 2011 GRA DING RECOMMENDATTONS a Prior to any carthwork activities adjacent properties shall"bel-phato dooluxlento d ittid LATER At DESIGN Calculations for the slated equivalent fluid prossurus are based on the Coulomb theory and the The areas of bill-khead Nickfill will require grading. Removal and rcoompaction of existing loose veTtbcal and horizoatnt inonurriont points Latera-110traim: at the base of folandations, may be assumed to be the product of the dead load and a i Mononobb'-Oiabe riathod - -ovided oil Plates F and GL -The point of resultant fbree under static pi . . /3 above the base of the retaining wall. For a retaining wvill with different slope loading is at H artirl6al, Bills bealuath file proposed hardscape trod laterally three to (buy feet will be required. & Property lines may be chemically grouted to minitniza the risk of dam4ge to offg1te :cobffioiefil, or fflution of 35.� The passive pronaro of zera� (0) at the dredge line� a at the I increr P119 I vsultantf rovided on Plate 14. , to point of the I bree under earthquake loading is p Angles, th Removal depths allall be to cornputolit existing matorials, Removal depth of at loa6t two ftet below improvements if excavations oncroach-a 1: 1 (R:V) projection, -of a t rate of 2Q.Opounck per IsAltoirp tbot o a AiRxiinuin valuo of 3,000 pounds per square foo , de tit existing grade is anticipated. The bulkhead. and deadinan shAll beatippo ited by cornpotent wfive may be used fox orimpito.s s. If p2ssive weANurc and Nation: are combined -wholl evaluating tile 941. RoW 9 walls should include subdutins consisting of four inch, SCSI 40 or SDR 35 pexfarated material. A No vibratoTyequipment or bananering *shall be utilized irt bulkhoadinstallatiDn6 lateral I J -a to of tfic i resistarice, the it passiVeptamuru. should be limited to of the values given •2/3 pipe surrovid by one. oubic.fbot per lineal foot of or -ushed rock, wrapped will; gcofabric, cloth, Alfwallbatkdll should be compacted to a minimum ai`90% relative Compaction, Upon approval of the excavation bottems the area shall be procossod six itiollos, moisture The gooloobtnical consultant shall -roviow final plans, conditioned to near optimum moisture content, and compacted to a inillimarn of 90% relative Symmk, I)ESIGN In All fetai 'ng $Jraptures should include appropriate all6walticc8 for anticipated surcharge loading, compartion. Subscquent fill soils shall be placed in six to eight inch loogeAills, moisture all ninilmlim. ono - where applicable, kouunitig Nvalls, with an asuending 5lope corditiolt sh Include a I conditioned as needed, and compacted to a minimum or 90% rolativo rompactton, This,pro BULKEFAT) I I I I I Basod. oilt: the 201-0, CBC:gtid Latitudd and lan hude of the site the following soimv.ic design foot fteaboard and concrete swale in their design. shall be utilized to finish grade. Drilling for helical anchors 'shall be observed by mprosontativo of:COAST GBOTPCIMCAL-I I I I paral-itours.a.re provided,,, 0 -Class= B INC, to verify BOA conditions. Iproofed ,vita Retaining walla shall be wator to the degree desired by the client, A stabili7ation-blanket consisting of at least twelve. inclics of 3/4-inch crushod rock, wtappl;d in Mapped Oi2 Second Spactral Response Acceleration, Ss -- 1,8678 filier fabric, may be necessary Jf Wet pumping conditions are encountered At die. bottom of the All latzkfills placed, behind the bulkhel4d shall be eompavtod Co at [east 96Y/,� relitive 60ropactiom 0. Mapped onc:Necond Spectral Resporso.Accoloration S t 0.702S SETT.L.EMPINIT convaritional doildirtan, The rock blanket shall be •rolled to an . unylolding condition, CbA,9'1' GJf40`I`[JCHNICAt� INC. aliall be present during Inickfill operation, to verify adquato fitom Table 1613A53(1), Ya. = 0.9 completion. Site Coefficiontfi6in'table 1613A5,3(2)i Fv = 2.4 TotaLsettlemert(of the, foundation as =ommemied and subject to the allowable leads is anticipator! The Mding contyactor is Mvised that relatively small. equipment is recommended -fbt gradiftg duo psign Spectrall RetilitonsbAccelormfoo, for short period, Sv,,� 1.68lg to be 6athe ordor�of one-half inch, accompanied by difTerential qettlerneirt on the order of one-half to the shallow groundwater conditions. The general contractor is resporiMble for maintaining a safe excavation' that does not suoJect Max im I Desiig69'* 'Responlid'Anceloratiou'ror ono-socorid period, Sm, I �684g um inch over 40,feet of horizontal distanco. Seismic induced settlement could be higher, adjacent properties to damage. Construction cuts trteep& tball J-A or any that rafty laidarallno 1%,Ddsign Spectral Response Ac4oloration for short period, SDs = 1.120g During entillwork operations, a representative of COAST GEOTECHNICAL, INC. shall be adjilloorit px.operty shall be shored, 5% Dimign SpGottlal Response Acrelemdon for one -second period, SDI 1.123 g SuBsilimiNer" & SlIRTNKAGE present to verify acceptiLble conditions and compaction reqFlirement are being obtained, For design ol'the new bull(hehd the following design parametem in6ybc utilized: ftlisidetwo aver tfic site is anticipated to be negligible, Shrinkage of roworkod materials should be GENEWit, GRADING NOTES All on file. order of 1 D percent. All 1 4; + A4 61, 11 1,^ A., ';-Ied and all ve etation and debris shall be grin" I ed and 1 110 pcf Walls rotafix"Ing drainer; earth iulder9triti6loading inaybe designed ,Car the Ulowing: CK s: ag B ILI 111Q 0 t, Ranted from the site. The entire grading operntion shall be done in accordance with the attached ' . I I 'Y'g 125pof I "Specifications for Gruding", 0 32' • 0 gur, ce S f libled itil Retain at Fquiv Horizontat to Vertical .nc -1 slullLbe Ally import fill materials to the site shall not have an expansion index greater thia11 2.0;R. C (collesion) = 50 psr -Luvel tested and approved by our laboratory. Samples must be submitted 48 hours prior to, import. Pressnro apisfIa' t rest .60 5 in I 4 to I Grading and/or foundation recorninendations are subject to modification upon review of final plarls Mtivo Pressure Ste Retainitig Walls section 3 to I by the c.,jentecimical FrIghloer. Picage submit plans to COAST GROTECHNICAL, JNC, Wlrw plissiveftessurc 300 PSMY available. Passive. Pressure (Submerged) 160 ps 17 [,1' F o r a r o fai i I ii i0waliier ethqttaa tadngIie des" g0do 11(I L d CONSTRUCTION CUTS FOUNDxr]ON.4 0"coo Slope of Retained malloftal Equivc Con,struction cuts shall not exceed a 1:1 slope. Verti ,I cuts are not allowed, B sed oil our Foaridatolis for new stydowras Intly be continuous footing that extendginto voinputont native soil Horizontal to Vertiont Current understanding of the projectshoring is not expCcied to be necessary. and inay utilize an allowablo boating value of 1,500pounds per "Foulld'ation Level exonvations sbaYl tic observed by the project engineer to veriFy ink) 5 to I The following guidelines shall be included in construction, competent native soils, 4 to 1 3 to I 210 I COASTGr-OTECHNICAL, INC. COAsTGEO'I'ECHNICAL, INC, Max ('4011don Max Gunian W A 1, nix -1 1. y�mgLITY LITN9 BACI(FILLS AGENCY REVTEW All utility line backflils, both nuerior and exterior, shall be compacted to a mirrinium of All.soil,: geologic and alraottiml aspects of the proposed development ue:subject to the Fevi ow mid 90%relative compaction and shall roqt�ro tostl.rigata mimmLan oftwo-fool. vertical intervals. approval of flic governing ugenuy(s). It Aborild be rempi2dd that the governing aeeftcy(s)'ean dictate the inanuor in which the project proaeedl;• They could approve or -deny any aspect dr the proposed improvemems� and/or could dictate which foundation and grading'apfions are acceptable, DILMNAGE SUPPIcI110441 ge ell I ical, dolifflilting. in responso" to avolloy're4o Positive drainage should be planned for the site. Diainage should be directed away fyorn structures could be roquirod: and will via non-c;rodibIc coadilits to suitable disposal'areas. The structure should Ultilize'rwrZattera and down spouts tied directlytoyoiddtainagoi Minimum drainage shall be one pare for iindao*" LIMITATIONS areas and two percent lot, landacape areas, This report presents itcorinnondations pertaininga assumption ... to-64 pubjezvsft bnea ft �a u on that H.4"SCAPE 'those disclosed, by, u the subsurface conditions d not deviate.apprcciably aft th par' exii ot cry excavations. Our recor titions are baser, on ale teal-midial iitfbnaaation., *k9kilindorAtitridini the 137%terior hatdscapc stnall be underlain by a minfinum of 12 inches of cninoured. fill soils. The d a, &'Ylplt abrinto proposed construction, an out experidlicc III the gootpulmical field•�-W ",go a tho Very low MG0111raelldaLiMS Willie aCCOMpanying Expansive Soil Rocommondations Chart, Plate A., p I er rinalaw of the praj Let Only ffiat'our eqg1noulng: work and j ud.Wn tsmotthastalldlt 1A. orcare shall be utilized in design of exterior hardscape, at "B , tiluto. These geolechnival recommendations will minimize cracking not eliminate iti An altcrnak6 to In view of the general conditions ml the iava,, dic.possibilily, of different local .3oil condido, M-. may Agid hardscapc! would be the use of flexible pavers. exist, Any deviation or unexilpeted condition. observed during construct uldb6brou. ituffiez attentioli 6 1 1 19 call e 'f'the Clootoclulical ginuer, in this way, my st4VIeffielital roconottiondadol-, b PROft,9j,'Y LINR WAIJS mute with a mililtunin or delay necessary : tat late project,if die proposed'on will differ from. our present understand of the PrQj the'exis.iin datio 8101Y now factors PO4 g infdrm , n 41W pa, 'b Property line and sight walls may be supported continuous footing extending at least 241,110hes inavhfive to be c�valuate..d6.,,Anydsign.oh6iigeg and fie,finighed plans Atould boreviowe,'bythe below grade utilizing a bearing val4r, of 1,000 psf, with a lateral resistance of 300 psf per fbot of Gootpoindeal Consultant, Otputicular lmoortance would be,exteviding development to 11mv uca% ombedment. Some mitigation (compaction) of loon soil conditions at footing bottoms should he changes in structural loading conditions, postponed davolopment. for more than a year, o"r changes oxpcoled' in ownership. SUPPLEMENTAL CONSULTING. This report is issued with. 66 undefstandlug, that it is thlu of tho owner, or of his mpresentalive, to ensuro Ila t the infoi mintion alad reconuriendationi cortAp e 041 ed, to During construction, a number of reviews by this office are recommended to verify site thaaftention of the Atdillitects anti Efigineers'Ilar the project an(! hacorporated Into -file plaris and that gcotachnical conditions and confortnanco with tile intentions of the recommendations for two necessary stepa, are. taken to see, that tho Coalraolors and Out sluch construction. recommendations in the field, This report is subject to roviow by the controlling rmthori'tielifbr this projout ENGINEMUNG CONSULTATION, TESTING & OBSERVATION We appreciate, ba opporttnrlity�o be of service to you. We will bo pleased to provide additional input with respect to foundation design once inolhods of construction have been determined. Respectfully submitted: COAST GtOTFICM-H0AL'INC, &mling anti foundation plans sholild be reviewed by this Offi= OnOt to gtIlding so drat appropriate recommendations, ifueeded, can beinade. Area-, to receive fill should be insplactod when unsuitable materials have been remoyud arid prior to Ming-Thrrig Chen placement of'fill, and fill should tie observed and tested for compaction as it is placcri, RCTZ 54011 T EXPANSIVE SOILS dent Fluid Pressure Pounds Regnits Of expansion tests indicate tilat the near s4rf4ce earth materials have a very low expansion per Cubi . o Foot potential, 303 35,1 CORROSION SERIES A near surface soil sample iAen tix)m Boling No. I nt 0 to 5 feet was analyzed for corrosion with 50.0 the following tw=lts' attaohpd;� soluble -alfiates 148 pprn, soluble chlorides 272 ppni, ininitnuin resistilyity 7,884 ohm-em, and pH of 6.8, valent fluid pressure is as follows: Bawd oil soluble sulfate contcirt or 148 ppm, the sulfate. exposure N considered negligible. Concrete should be designed according to the American Concrete Institute, Tables 4-1.1. The entFluid Piossuro Pounds foundations will he ill sallwaler,timd Table 4.3.1 requires the use of minimum 4,000 psi concrete poro'llbia Foot 413 51,4 Concreto'nli% and 1l11061110rlt shall be in fiecordailec with applicablo codes. The above corrosion scrius inay be used firr helical anchor design, 106.5 RECEIVED SOW11 Coal l- Reai7Y3 IrEB 1 4 2012 CALIFOPNIA COASTAL COiNAMISSION (0 Cq 0< < 0 -J W 0 LJJ a 0 12 V) Z tea go LU 0 Z UJ Z) M Z LU 0 0 c,% < 0 UJ 1- LU 0 UJ 0 M M LJ 0 Li LLJ Z LIJ < 5 E 0 E C, 0 a- U 7 yJ ft 0 rif 0 r 44�ii n N -j d/J S 38 nnit N, F'XP. 03/3!/20!3 OUL 12 2011 > >10 0 rX rify I CSC W LJ LJ <1 � Ill w Cl- a ty l 0 !a- —10 ctl LO SITE PLAN (E CONIC COPING AT NEIGHBORING PROPERTY TO REMAIN & RE PROTECTED TYP (N) GUARDRiAIL--—_------- T I 1 !I (E �. ' NE 1 MUDLi-- F !N1 GROUT OR CONC FILL, SEE TYP — —__-- (E) WD PANEL TYP (E) MUDLINE PROPOSED MUDLINE ELEV AFTER —._._-- ' RUIBBLE.REMOVAL=-3.0z M!___L'vv — (N) CONC PANEL TYP .I REQUIRED 'VERIFICATION,'AND INSPECTION OF CONCRETE CONSTRUCTION ERIFICAiIQN AND INSPECTION CtNTiNLsiUSEFIC7CsiC § FFEl:Ei'IirED c IBC REFERENCE STANDAR�7 1, INSPECTION OF REINFORCING STEEL, INCLUDING _ � AC! 318: 3-5, t913.4 PRESTRESSING TENDONS, AND PLACEMENT.. 7.1-7.7 2. INSPECTION OF REINFORCING STEEL WELDING IN AWS 01.4 � ACCORDANCE WITH TABLE 1704,3, ITEM 5B. _ 3 ACI 318: 3.5.2 3. €NSPECTBOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING PLACEMENT OF CONCRETE X WHERE ALLOWABLE LOADS HAVE BEEN INCREASED. 4. VERIFYING USE OF REQ0RED DESIGN MIX, _ x ACI 318: CH. 4, 1904.2.2, 1913.2, 5.2-5.4 1913.3 S. AT THE TIME FRESH CONCRETE IS SAMPLED TO ASTM C 172 FABRICATE SPECIMENS FOR STRENGTH TESTS, X __ AS`I M C 31 i 9 i 3.10 PERFORM SLU NIP AND AIR CONTENT TESTS, AND ACI 318: 5.6,' 5.6 DETERMINE THE TEMPERATURE OF THE CONCRETE 6. INSPECTION OF CONCRETE AND SHOTCRETIn � .3.6, 1913.7, PLACEMENT FOR PROPER APPLICATION X - ACI 318: 5.9, 5.10 TECHNIQUES,1913.8 7. INSPECTION FOR MAINTENANCE OF SPECIFIED I CURING TEMPERATURE AND TECHNIQUES. € v X lAC; 318: 5.71-5.13 Ha13.9 8. INSPECTION OF PRESTRESSED CONCRETE: � �q A. APLICATION OF PRESTRESSING FORCES. X ACI 318: 1&20 1 B. GROC(IING OF BONDED PRESTRESSING ,_: g ACI 318: 16.15.& I TENDONS IN THE SEISMIC -FORCE -RESISTING } d � SYSTEM.'® 9. ERECTION OF PRECAST CONCRETE. MEMBERS, - X ACI 315: CH: 16 - 10. VERIFICATION OF IN-SIiU CONCRETE STRENG711. PRIOR TO STRESSING OF TES DONS, IN POSTTENSIONED CONCRETE AND PRICK TO' X A'-[ 318: 3.2 REMOVAL OF SHORES AND FORMS FROM BEAMS AND, STRUCTURAL SLABS. _ 11. INSPECT FORMWORK FOR SHAPE, LOCATION AND I DIMENSIONS OF THE CONCRETE MEMBER BEING � - X ACI 318: 1- - FORMED. a. WHERE APPLICABLE, SEE ALSO SECTION 1707.1, SPECIAL INSPECTION FOR SEISMIC RESISTANCE. STRUCTURAL OBSERVATION 1. IN ACCORDANCE WITH SECTION: 1710.2 OR 1710.3 OF CBC 2010, THE OWNER SHALL EMPLOY A REGISTERED DESIGN PROFESSIONAL TO PERFORM STRUCTURAL GNSERVA'TIONS AS DEFINED IN SECTION 1702' OF LBC 2010'. 2. THE. CONTRACTOR`' SHALL BE RESPONSIBLE FOR NOTIFYING THE STRUCTURAL ONSERVER FOR REQUIRED OBSERVATIONS DURING THE CONSTRUCTION STALES CHECKED BELOW: FOUNDA71ON WALL FRAME DIAPHRAGM iU FOOTING, STEP.. J CONCRETE El STEEL MOMENT FRAME 0 CONCRETE WALLS, PIERS Cl MAT FOUNDATION 0 MASONRY ❑ S'IEEi_ BRACED FRAME I0 STEEL DECK 10 CAISSON, PILES, P GRADE BEAMS r CI WOOD 0 CONCRETE MOMENT FRAME EI WOOD _ [�TTEPNDA P'C RETUTION,AiN'G 0 OTHERS: 0MASONRY WALL FRAME 0 OTHERS: WOOD HILLS€DE SPECIAL. CONCRETE ANCHORS SHE-FABRIS & DECK PRE-FAi3RICAEiED 4 ST ONG WALES 0 QTHERS: CONCRETE � OTHERS COPING & HELICAL ANCHORS CONNECTIONS TO 1T� I 3. UPON COMPLETION' OF WORK, THE STRUCTURAL OBSERVER SHALL SUBMIT A REPORT TO THE OWNER. THE REPORT SHALL IDENTIFY ANY REPORTED DEFICIENCIES THAT HAVE NOT BEEN RESOLVED. 4. AT SHE CON USON OF THE WORK INCLUDED IN THE PERMIT, A FINAL REPORT By THE STRUCTURAL OBSERVER WHICH STAKES THAT ALL OBSERVED DEFICIENCIES HAVE BEEN RESOLVED IS REQUIRED BEFORE ACCEPTANCE OF THE WORK BY THE BUILDING OFFICIALS. I ts„ V-C„ yy t n iStiOF X.'4. Cr .r.rs.�� ...e..-_.,__ FEB 14 2012 COASTAL C65,i VIM cq Q \.J CL m IV C w 0 4-- LLJ .^ tu 1 6i Qi O d <r E -D f F- a o 4 ✓ I;o i rn E G v `1,214 vy J _ O $i d Y. If 4 7 � tl _j 3 A(i 1 2 jJ"si oI f v. [�_y i P% < 1 z T<i�` a IY I ., 1 re a C� NOTE VERJFY ALL ELEVATIONS. � � i � I I j iAioEU � (E) RETURN , (H) RETURN r i WALL PANEL -- \ FIELD ' EF�iEY i WALL PANEL I i 11-0" TYP z N) -GROUT OR 4,500 PSI CONIC FILL FROM FILTER CLOTH 2'' B3 LOW MuDLINE TO r BOT QE COPING r REINFORCED rz I nz? W/FIBERMIX STEALTH f FIBERS. APPLYTYP CONSTRUCTION PAPER AGAINST THE FACE OF (E) STRaC LURE ... .---- � E (E) SEAWALL i�..., _ r x - ` \ _ GROUT (N) SEAWALL PANEI 1. PANEL REINF NOT SHOWN FOR CLARITY. Z. FOR INFO NOT SHOWN, SEE PANEL ELEVATION & SITE PLAN � 1 OUT I 3. ACCOUNT FOR NOT ORTHOGONAL LAY WHERE OCCURS. I TYPICAL CORNER DETAILN,"CS. S2K Uc/29111 jr✓ —#4 CLOSED TIES TYP CGNSTRUCTION PAPER f - — BETWEEN (E) C (N) c�Nc TYP ..._� I _ (N) ONC10 ' i COPING' TYP a — #0 CONT EA FACE cq — I (E', C'O`1C l \ I COPING_, SEE PLAIN FOR l ° �`�' a ' ° t C,1 EXACT I LOCATION TYP --j.'"v C`v"TNT EA FACE X MUJ CL 3 i i 3 I < 77,77, LI bi a ly J :T ppj[ jj V" LL I cv �> - _.. -_-'� ^ -e.. 7f -- ._JLu I sRa �, ( 6v- TY'`-0' TYP 1 HAMFER — .....__. r I r DETAIL lu Uj iJIM 1 1 GALVANIZED RCS SOLID STEEL OUADRIPLE > °t _IX \\ LEAD D SECTION x 7 0 LG W/S°* 'G 0, 120 & 14"0 x CC ✓s. THICK HELICES ----.7 0. 0 x co 0. l I I / pry 1-13 /wm.� �ey m Ld � Of o � I � � E — I D �aI- Cl N - y U , V I, _EAO SECTION � ...._._.._...._.__..._-----.._.�__.__._...._..__..�__—__..-------------------- 0 ca ( v o c FED i 4 2G12 r';AA! .PS?9E.,a',. y f (i J 4t - ill: XP03r51/203 1 x,i i 1-------------- . AUG "k f2- t2 I v; > 1, FOR INFO NOT SHOWN SEE STRUCTURAL DRAWINGS. cr � b v ? EPDXY COAT €HE ALL FIELD WELDINGS AS REQUIRED. w ? w < 3. TiE SPACING BETWEEN THE INTERMEDIATE :AILS AND BETWEEN THE ° 4° -`''� � I � BOTTOM RAIL. AND FINISH SURFACE BELOW SHALL. BE SUCH THAT A o ?: u i U � n � o � SPHERE 4 INCHES IN DIAMETER CANNOT PASS THROUGH. cm CAA . C) j 7