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HomeMy WebLinkAboutM2009-006804¢��gNT oip W � N DEPARTMENT OF THE ARMY LOS ANGELES DISTRICT CORPS OF ENGINEERS P.O. BOX 532]11 LOS ANGELES, CALIFORNIA NOW -2325 September 30, 2010 Regulatory Division Harley Broviak II 3334 East Coast Highway, # 228 Corona del Mar, California 92625 Dear Mr. Broviak: Reference is made to your request (File No. SPL-2010-00312-JPL) dated March 16, 2010, for a Department of the Army authorization to construct the seawall replacement project at 2709 Cove Street. Under the provisions of Section 10 of the Rivers and Harbors Act of March 3, 1899 (33 U.S.C. 403) you are hereby authorized to conduct the work described below at 2709 Cove Street in Newport Bay, within the City of Corona del Mar, Orange County, California, as shown on the enclosed drawings. Specifically, you are authorized to conduct the following activities affecting waters of the United States: 1. Install an interlocking pile wall behind an existing sea wall which is still in place; and 2. Place 6000 PSI concrete within all piles to the bottom of the grade beam. 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 permit conditions. One of the signed copies of this Letter of Permission must be returned to the Corps of Engineers. In addition, please use the two attached notification forms 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). Thank you for participating in our regulatory program. If you have any questions, please contact Jason Lambert at 213-452-3361 or via e-mail at Jason P Lambert@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:dper2.nwp usace.army mil/survey html. Sincerely, Corice J. Farrar Acting Section Chief Orange and Riverside Counties Section South Coast Branch Regulatory Division Enclosure(s) ILII E DATE -3- 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 LOP will continue to be binding on the new owner(s) of the property. To validate the transfer of this permit and the liabilities associated with compliance with its terms and conditions, have the transferee sign and date below. TRANSFEREE DATE Enclosure(s) 0 PERMIT CONDITIONS General Conditions: 1. The time limit for completing the authorized activity ends on September 30, 2012. 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 abandon 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 of this permit from this office, 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 new owner in the space provided and forward a copy of the permit to this office to validate the transfer of this authorization. 5. You must allow representatives from this office to inspect the authorized activity at anytime deemed necessary to ensure that it is being or has been accomplished with the terms and conditions of your permit. Furthermore, you must comply with the following non -discretionary Special Conditions: 1. The perutted activity shall not interfere with the right of the public to free navigation on all navigable waters of the United States as defined by 33 C.F.R. Part 329. 2. No earthwork is authorized by this Letter of Permission. 3. Creosote treated pilings shall not be placed in navigable waters unless all of the following conditions are met a. The project involves the repair of existing structures that were originally constructed using wood products; b. The creosote treated pilings are wrapped in plastic; -5- c. Measures are taken to prevent damage to plastic wrapping from boat use. Such measures may include installation of rub strips or bumpers; d. The plastic wrapping is sealed at all joints to prevent leakage; and e. The plastic material is expected to maintain its integrity for at least ten years, and plastic wrappings that develop holes or leaks must be repaired or replaced in a timely manner by the Permittee. 4. No other modifications or work shall occur to the structure permitted herein. 5. The Permittee shall discharge only clean construction materials suitable for use in the oceanic environment. The Permittee shall ensure no debris, soil, silt, sand, sawdust rubbish, cement or concrete washings thereof, oil or petroleum products, from construction shall be allowed to enter into or placed where it may be washed by rainfall or runoff into waters of the United States. Upon completion of the project authorized herein, any and all excess material or debris shall be completely removed from the work area and disposed of in an appropriate upland site. 6. To ensure navigational safety, the permittee shall provide appropriate notifications to the U.S. Coast Guard as described below: Commander, 11th Coast Guard District (dpw) TEL: (510) 437-2980 E-mail: dl1LNM@uscg.mil Website: http://www.uscg.mil/dpAnnuequest.asp U.S. Coast Guard, Sector LA -LB (COTP) TEL: (310) 521-3860 E-mail: john.p.henniganCuscg.mil a. The Permittee shall notify the U.S. Coast Guard, Commander, 11th Coast Guard District (dpw) and the U.S. Coast Guard, Sector LA -LB (COTP) (contact information shown above), not less than 14 calendar days prior to commencing work and as project information changes. The notification shall be provided by e-mail with at least the following information, transmitted as an attached Word or PDF file: i. Project description including the type of operation (i.e. diving, construction, etc). ii. Location of operation, including Latitude / Longitude (NAD 83). iii. Work start and completion dates and the expected duration of operations. The Coast Guard needs to be notified if these dates change. iv. Vessels involved in the operation (name, size and type). v. VHF -FM radio frequencies monitored by vessels on scene. vi. Point of contact and 24 -hour phone number. M vii. Potential hazards to navigation. viii. Chart number for the area of operaflon. ix. Recommend the following language be used in the LNM: "Mariners are urged to transit at their slowest safe speed to minimize wake, and proceed with caution after passing arrangements have been made." b. The Permittee and its contractor(s) shall not remove, relocate, obstruct, willfully damage, make fast to, or interfere with any aids to navigation defined at 33 C.F.R. chapter I, subchapter C, part 66. The Permittee shall ensure its contractor notifies the Eleventh Coast Guard District in writing, with a copy to the Corps Regulatory Division, not less than 30 calendar days in advance of operating any equipment adjacent to any aids to navigation that requires relocation or removal. Should any federal aids to navigation be affected by this project, the Permittee shall submit a request in writing, to the Corps Regulatory Division as well as the U.S. Coast Guard, Aids to Navigation office (contact information provided above). The Permittee and its contractor are prohibited from relocating or removing any aids to navigation until authorized to do so by the Corps Regulatory Division and the U.S. Coast Guard. c. Should the Pennittee determine the work requires the temporary placement and use of private aids to navigation in navigable waters of the U.S., the Permittee shall submit a request in writing to the Corps Regulatory Division as well as the U.S. Coast Guard, Aids to Navigation office (contact information provided above). The Permittee is prohibited from establishing private aids to navigation in navigable waters of the U.S. until authorized to do so by the Corps Regulatory Division and the U.S. Coast Guard. d. The COTP may modify the deployment of marine construction equipment or mooring systems to safeguard navigation during project construction. The Permittee shall direct questions concerning lighting, equipment placement, and mooring to the appropriate COTP. The permittee understands and agrees that, if future operations by the United States require the removal, relocation, or other alteration, of the structure or work herein authorized, or if, in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to the free navigation.of the navigable waters, the permittee will be required, upon due notice from the Corps of Engineers Regulatory Division, to remove, relocate, or alter the structural work or obstructions caused thereby, without expense to the United States. No claim shall be made against the United States on account of any such removal or alteration. 8. Pursuant to 36 C.F.R. section 800.13, in the event of any discoveries during construction of either human remains, archeological deposits, or any other type of historic property, the -7 - Permittee shall notify the Corps' Archeology Staff within 24 hours (Steve Dibble at 213-452- 3849 or John Killeen at 213-452-3861). The Permittee shall immediately suspend all work in any area(s) where potential cultural resources are discovered. The Permittee shall not resume construction in the area surrounding the potential cultural resources until the Corps Regulatory Division re -authorizes project construction, per 36 C.F.R. section 800.13. Further Information: 1. Congressional Authorities: You have been authorized to undertake the activity described above pursuant to Section 10 of the Rivers and Harbors Act of 1599 (33 U.S.C. 403). 2. Limits of this authorization. a. This permit does not obviate the need to obtain other Federal, state, or local authorizations required by law. 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. 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: a. Damages to the permitted project onuses thereof as a result of other permitted or unpermitted activities or from natural causes. b. Damages to the permitted projector 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 associated with the permitted work. e. Damage claims associated with any future modification, suspension, or revocation of this permit. 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. 0 & 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 1 establishes a time limit for the completion of the activity authorized by this pemut. 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 you favorable consideration to a request for extension of this time limit. 0 LOS ANGELES DISTRICT U.S. ARMY CORPS OF ENGINEERS NOTIFICATION OF COMMENCEMENT OF WORK FOR DEPARTMENT OF THE ARMY PERMIT Permit Number: SPL -2010-00312 Name of Permittee: Harley Broviak II Date of Issuance: September 30, 2010 Date work in waters of the U.S. will commence: bar �J z 0 1 Estimated construction period (in weeks):VV*— Name & phone of contractor (if any): D&E;k/ /SJZ-A1— 7/4-12-17 Please note that your permitted activity is subject to a comp once inspec on by an Army Corps of Engineers representative. If you fail to comply with this permit you may be subject to permit suspension, modification, or revocation. I he y certify that I, and the contractor (if applicable), have read and agree to comply with the to d conditions of the abovenreferenced permit. o� 9- s® -2 0) 0 Date At least ten (10) days prior to the commencement of the activity authorized by this permit, sign this certification and return it using any ONE of the following three (3) methods: (1) E-MAIL, a statement including all the above information to: Jason.P.Lambert@usace.army.mil OR (2) FAX this certification, after signing, to: (213) 452-4196 OR (3) MAIL to the following address: U.S. Army Corps of Engineers Regulatory Division ATTN: CESPL RGSPL-2010-00312 P.O. Box 532711 Los Angeles, California 90053-2325 -10 - LOS ANGELES DISTRICT U.S. ARMY CORPS OF ENGINEERS NOTIFICATION OF COMPLETION OF WORK AND CERTIFICATION OF COMPLIANCE WITH DEPARTMENT OF THE ARMY PERMIT Permit Number: SPL -2010-00312 Name of Permittee: Harley Broviak 11 Date of Issuance: September 30, 2010 Date work in waters of the U.S. completed: Construction period (in weeks): Name & phone of contractor (if any): Please note that your permitted activity is subject to a compliance inspection by an Army Corps of Engineers representative. If you fail to comply with this permit you may be subject to permit suspension, modification, or revocation. I hereby certify that the work authorized by the above referenced permit has been completed in accordance with the terms and conditions of said permit. Signature of Permittee Date Upon completion of the activity authorized by this permit, sign this certification and return it using any ONE of the following three (3) methods: (1) E-MAIL a statement including all the above information to: Jason.P.Lambert@usace. army.mil OR ENB (2) FAX this certification, after signing, to: (213) 452-4196 (3) MAIL to the following address: U.S. Army Corps of Engineers Regulatory Division ATTN: CESPL-RGSPLr2010-00312 P.O. Box 532711 Los Angeles, California 90053-2325 r. v K — PAJ f r ,dt.. 2®Clams «" A Applicant: Harley Broviak II File Nurnber:.SPL-2010-00312-JPL Date: September 30, 2010 Attached is: See Section below X INITIAL, PROFFERED PERMIT (Standard Permit or Letter of permission) A PROFFERED PERMIT (Standard Permit or Letter of permission) B PERMIT DENIAL C APPROVED JURISDICTIONAL DETERMINATION D PRELIMINARY JURISDICTIONAL DETERMINATION BEEN E sSEC"LION I�Th�e f to �u g 4ft�es our 2rg`hts an`tl o)?'tons`r"egzedm an'aa'ormr ss[rahve,appeal of then do e,decraron �,Eid'dtihonal':'i irliormatuon�ma +13e.. at [fp /ausaee army miYl%inet�fun, oft ti`s/ew/cecc oke Corps 'PartB' 'j op regnlahQfisat 3 .`'O P R 3i .. uw. xA . 1"1(GFFFRED rERivur: sou may acceptor object to the permit. • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the > Pd'ard errmt oraccepterue of the LOP means that you accept the permit in its entirety, and waive aft rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the permit be modified accordingly. You must complete Section IT of this form and,retunr the form to the district engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal the permit in the future. Upon receipt of VOUr letter, the district engineer will evaluate your objections and may: (a) modify the permit to address all of your concerns, (b) modify [lie permit to address some of your objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below. B: PROFFERED PERMIT. You may accept or appeal the permit. • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section IT of this form and sending the form to the division engineer. This form mast be received by the division engineer within 60 days of the date of this notice. C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. D: APPROVED JURISDICTIONAL DETERMINATION: You may acceptor appeal the approved JD or provide new information. • ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps withhn 60 days of the date of this notice, means that you accept the approved JD in its entirety, andwaive all rights to appeal the approved JD. • APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also, you may provide new information for further consideration by the Corps to reevaluate the 1D. -12 - REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reason or objections are addressed in the administrative record.) ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to clarify the adnninistrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However, you may provide additional information to clarify the location of information that is already in the administrative record. If you have questions regarding thisdecision and/or the appeal process you may contact: DISTRICT ENGINEER Los Angeles District, Corps of Engineers ATTN: Chief, Regulatory Division P.O. Box 532711 Los Angeles, CA 90053-2325 Tel. (213) 452-3425 If you only have questions regarding the appeal process you may also contact: DIVISION ENGINEER South Pacific Division, Corps of Engineers Attn: Tom Cavanaugh Administrative Appeal Review Officer, U.S. Army Corps of Engineers South Pacific Division, CESPD-PDS-O, 20526 1455 Market Street San Francisco, California 94103-1399 Phone: (415) 503-6574 Fax: (415) 503-6646 Email: tlnomas.i.cavanauehCw sace.armv.mfl RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 da notice of any site investigation, and will have the opportunity to participate inn all site investigations. Date: of annellant or Telephone number: Applicant Options with Initial Proffered Permit Initial pr4ifered permit cont to applicant. Applicw%tCorps sign standard Dees permit or applicant accepts applicant accept theme"`• letter of permlasian. The pfqect isetithorlud. terms and condrions of the Yesjnitia9.prollbred / '`' pemmO No Applicant sends specific *ecdons to dlstria Mginecr. The dlstrlct engineer will either mradlfy the pe,nrilt to remove alt objectlonable conrlitirrns, remove sorne of the objwAlonable condHions, or not modify the permit. A proffered permit is sent to the applicant for reconsideration with an NAP and nn RFAform. ApplicanVCorps -,Vn standard '' Does the I! pernnit or applicant accepts ap pllc nt accept the letter of permission. - terms and ,end dons of The project is authorized. Yes the prof grad permit? „✓' No Applicant declines the proffered permit. The dedinaad individual pearl may be appealer) by svbriitting a RFA to the division engineer within 6f) days of the date or the NAV (see Appendix A). CCF"WDIBUGI �aaovd tlhe)y C4olo(j on01 AWE r,einoag 5e)aeH -a5y wun, ra a rvre vrs n,._m"-`1 •.•.• a..,:n `;.�m,,,� lento aliYM NtlN'JfllllS D a 0W tl 11LL1f540� 3011 5]]i A3OSSV '9�h "' m 9Zola wo v T30 nH0a03 133xd9 3fl0J BOK scrs�, --i Inran_rr/vw.o nmm�aa waaslw axa aoaoa+lau �S'�`� LYV[�L]W� d v z `s r� c x c -a-=r`s YY ESE Si g 6i £ N 7 #. uxa..ceau—j I a�uw,v rt p aEP PI' C� Y t;. _ € k 5. i Ly k�CSp Id. 111_ � ft PiEs i �S �i "5� y3, s -r- �i.0eFid¢f't&Egt 'l p 6 I y Rg-d �� II 1 b3�OEF �I p i t ,, 0u0 I' � S � ag ��r E� )�l c'ip3 VIER a �y .a spffi $ € Y—.r- 55 � 7 f 1 L I r _ R t� O 1^g IN J W s. ZEN $ sby a P�,6 E 3 g a See a ,a, gg55qq 4{fp; 133a1S 3/10' 2e£C3;? W' � k ea 55 'ISP 4' F baa§ A�"g3@x�3g lid, k a $ S't E b ��33 4 J f ES a 0� x dd � �r. 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Governor CALIFORNIA COASTAL COMMISSION South Coast Area Office Page 1 of 7 200 Oceangate, Suite 1000 Long Beach, CA 90802-4302 Date: September 21, 2010✓ (s62) 590-5071 Permit No: 5-10-045 COASTAL DEVELOPMENT PERMIT On July 9, 2010, the California Coastal Commission granted to Mr. Harley Broviak Coastal Development Permit 5-10-045, subject to the attached Standard and Special Conditions, for development consisting of: Reinforce an existing seawall associated with an existing single-family residence by constructing Truline pile walls on the landward side of the existing seawall. More specifically described in the application file in the Commission offices. Commission staff will not issue the CDP until the "prior to issuance" special conditions have been satisfied. The development is within the coastal zone in Orange County at 2709 Cove Street, Corona Del Mar (Orange County). Issued on behalf of the California Coastal Commission on July 9, 2010. PETER DOUGLAS By:_� Executive Director Title: Coas al P gr Analyst ACKNOWLEDGMENT The undersigned permittee acknowledges receipt of this permit and agrees to abide by all tennis 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 WITH THE SIGNED ACKNOWLEDGMENT HAS BEEN OFFICE, 14 CAL. ADMIN. CODE SECTION 1315W. -- 19--2010 Date Please sign and return one copy of this f( address. AND UNTIL A COPY OF THE PERMIT RETURNED TO THE COMMISSION COASTAL DEVELOPMENT PERMIT No. 5-10-045 Page 2 of 7 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. 5. 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: 1. CONFORMANCE WITH GEOTECHNICAL RECOMMENDATIONS A. All final design and construction plans shall be consistent with all recommendations contained in the following documents: Geotechnical Design Report, Repairs to Residential Foundation and Seawall (J.N. 1816.00), 2709 Cove Street, Corona Del Mar, California dated October 9, 2009 prepared by Albus-Keefe & Associates, Inc.; Revised Response to Review Comments by City of Newport Beach dated 10-27-09, Repairs to Residential Foundation and Seawall (J.N. 1816.00), 2709 Cove Street, Corona Del Mar, California dated November 25, 2009 prepared by Albus- Keefe & Associates, Inc.; Review of Proposed Secant Wall, Repairs to Residential Foundation and Seawall (J.N. 1816.00), 2709 Cove Street, Corona Del Mar, California dated December 21, 2009 prepared by Albus- Keefe & Associates, Inc.; Second Response to Review Comments by City of Newport Beach dated 11-25-09, Repairs to Residential Foundation and Seawall (J.N. 1816.00), 2709 Cove Street, Corona Del Mar, California dated March 17, 2010 prepared by Albus-Keefe & Associates, Inc.; and Ongoing Erosion of Beach Adjacent Seawall, 2709 Cove Street, Corona Del Mar, California (J.N. 1816.00) dated March 19, 2010 prepared by COASTAL DEVELOPMENT PERMIT No. 5-10-045 Page 3 of 7 Albus-Keefe & Associates, Inc.. No changes to the approved final plans shall occur without a Commission amendment to this coastal development permit unless the Executive Director determines that no amendment is legally required. B. PRIOR TO ISSUANCE OF THE COASTAL DEVELOPMENT PERMIT, the applicant shall submit, for the Executive Director's review and approval, evidence that an appropriately licensed professional has reviewed and approved all final design and construction plans and certified that each of those final plans is consistent with all the recommendations specified in the above -referenced geologic engineering report. C. The permittee shall undertake development in accordance with the approved final plans. Any proposed changes to the approved final plans shall be reported to the Executive Director. No changes to the approved final plans shall occur without a Commission amendment unless the Executive Director determines that no amendment is legally required. 2. ASSUMPTION OF RISK, WAIVER OF LIABILITY AND INDEMNITY By acceptance of this permit, the applicant acknowledges and agrees (i) that the site may be subject to hazards from sea level rise, flooding, wave attack, and erosion; (ii) to assume the risks to the applicants and the property that is the subject of this permit of injury and damage from such hazards in connection with this permitted development; (iii) to unconditionally waive any claim of damage or liability against the Commission, its officers, agents, and employees for injury or damage from such hazards, and (iv) to indemnify and hold harmless the Commission, its officers, agents, and employees with respect to the Commission's approval of the project against any and all liability, claims, demands, damages, costs (including costs and fees incurred in defense of such claims), expenses, and amounts paid in settlement arising from any injury or damage due to such hazards. 3. FUTURE DEVELOPMENT This permit is only for the development described in Coastal Development Permit No. 5- 10-045. Pursuant to Title 14 California Code of Regulations Section 13250(b)(6), the exemptions otherwise provided in Public Resources Code Section 30610(a) shall not apply to the development governed by Coastal Development Permit No. 5-10-045. Accordingly, any future improvements to the seawall/bulkhead and any other development authorized by this permit, including but not limited to repair and maintenance identified as requiring a permit in,Public Resources Section 30610(d) and Title 14 California Code of Regulations Sections 13252(a) -(b), shall require an amendment to Permit No. 5-10-045 from the Commission or shall require an additional coastal development permit from the Commission or from the applicable certified local government. COASTAL DEVELOPMENT PERMIT No. 5-10-045 Page 4 of 7 4. NO FUTURE SEAWARD EXTENSION OF SHORELINE PROTECTIVE DEVICE A. By acceptance of this permit, the applicant agrees, on behalf of itself and all successors and assigns, that no future repair or maintenance, enhancement, reinforcement, or any other activity affecting the shoreline protective device (seawall/bulkhead) approved pursuant to Coastal Development Permit No. 5-10-045, as described and depicted on an Exhibit attached to the Notice of Intent to Issue Permit (NOI) that the Executive Director issues for this permit, shall be undertaken if such activity extends the footprint seaward of the subject shoreline protective device (seawall/bulkhead). By acceptance of this permit, the applicant waives, on behalf of itself (or himself or herself, as applicable) and all successors and assigns, any rights to such activity that may exist under Public Resources Code Section 30235. B. Prior to the issuance by the Executive Director of the NOI FOR THIS PERMIT, the applicant shall submit for the review and approval of the Executive Director, and upon such approval, for attachment as an Exhibit "C" to the NOI, a formal legal description and graphic depiction of the shoreline protective device approved by this permit, as generally described above and shown on Exhibit #2 attached to this staff report dated June 16, 2010, showing the footprint of the device and the elevation of the device referenced to NGVD (National Geodetic Vertical Datum). 5. CONSTRUCTION RESPONSIBILITIES AND DEBRIS REMOVAL The permittee shall comply with the following construction -related requirements: A. No demolition or construction materials, equipment, debris, or waste shall be placed or stored where it may enter sensitive habitat, receiving waters or a storm drain, or be subject to wave, wind, rain or tidal erosion and dispersion. B. Any and all debris resulting from demolition or construction activities, and any remaining construction material, shall be removed from the project site within 24 hours of completion of the project. C. Demolition or construction debris and sediment shall be removed from work areas each day that demolition or construction occurs to prevent the accumulation of sediment and other debris that may be discharged into coastal waters. D. Machinery or construction materials not essential for project improvements will not be.allowed at any time in the intertidal zone. E. If turbid conditions are generated during construction a silt curtain will be utilized to control turbidity. COASTAL DEVELOPMENT PERMIT No. 5-10-045 Page 5 of 7 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. G. Non buoyant debris discharged into coastal waters will be recovered by divers as soon as possible after loss. H. All trash and debris shall be disposed in the proper trash and recycling receptacles at the end of every construction day. The applicant shall provide adequate disposal facilities for solid waste, including excess concrete, produced during demolition or construction. Debris shall be disposed of at a legal disposal site or recycled at a recycling facility. If the disposal site is located in the Coastal Zone, a coastal development permit or an amendment to this permit shall be required before disposal can take place unless the Executive Director determines that no amendment or new permit is legally required. K. All stock piles and construction materials shall be covered, enclosed on all sides, shall be located as far away as possible from drain inlets and any waterway, and shall not be stored in contact with the soil. L. Machinery and equipment shall be maintained and washed in confined areas specifically designed to control runoff. Thinners or solvents shal not be discharged into sanitary or storm sewer systems. M. The discharge of any hazardous materials into any receiving waters shall be prohibited. N. Spill prevention and control measures shall be implemented to ensure the proper handling and storage of petroleum products and other construction materials. Measures shall include a designated fueling and vehicle maintenance area with appropriate berms and protection to prevent any spillage of gasoline or related petroleum products or contact with runoff. The area shall be located as far away from the receiving waters and storrr drain inlets as possible. O. Best Management Practices (BMPs) and Good Housekeeping Practices (GNPs) designed to prevent spillage and/or runoff of demolition or construction -related materials, and to contain sediment or contaminants associated with demolition or construction activity, shall be implemented prior to the on -set of such activity. P. All BMPs shall be maintained in a functional condition throughout the duration of construction activity. COASTAL DEVELOPMENT PERMIT No. 5-10-045 Page 6 of 7 STAGING AREA FOR CONSTRUCTION A. PRIOR TO ISSUANCE OF THE COASTAL DEVELOPMENT PERMIT, the permittee shall submit two (2) full size copies of a construction staging plan for the review and approval of the Executive Director which indicates that the construction staging area(s) and construction corridor(s) will minimize public access impacts to the adjacent public beach. (1) The plan shall demonstrate that: (a) Construction equipment, materials or activity shall not occur outside the staging area and construction corridor identified on the site plan required by this condition. (b) Construction equipment, materials, or activity shall not be placed on the sandy beach outside of the immediate construction zone. (c) The construction staging area will gradually be reduced as less materials and equipment are necessary. (d) The construction access route will only be intermittently closed for transport of equipment and materials. When not in use for transportation of equipment and materials, it will be made available for undisrupted public access. (2) The plan shall include, at a minimum, the following components: (a) A site plan that depicts: 1. limits of the staging area(s); 2. construction corridor(s); 3. construction site; 4. location of construction fencing and temporary job trailers with respect to the existing parking lot, day use area and the sandy beach. B. The permittee shall undertake development in accordance with the approved final plans. Any proposed.changes to the approved final plans shall be reported to the Executive Director. No changes to the approved final plans shall occur without a Commission amendment to this coastal development permit unless the Executive Director determines that no amendment is required. COASTAL DEVELOPMENT PERMIT No. 5-10-045 Page 7 of 7 7. DEED RESTRICTION PRIOR TO ISSUANCE OF THE COASTAL DEVELOPMENT PERMIT, the .applicant shall submit to the Executive Director for review and approval documentation demonstrating that the landowner has executed and recorded against the parcel(s) owned by the applicant that are governed by this permit a deed restriction, in a form and content acceptable to the Executive Director: (1) indicating that, pursuant to this permit, the California Coastal Commission has authorized development on the subject property, subject to terms and conditions that restrict the use and enjoyment of that property; and (2) imposing the special conditions of this permit as covenants, conditions and restrictions on the use and enjoyment of the Property. The deed restriction shall include a legal description of the entire parcel or parcels governed by this permit. The deed restriction shall also indicate that, in the event of an extinguishment or termination of the deed restriction for any reason, the terms and conditions of this permit shall continue to restrict the use and enjoyment of the subject property so long as either this permit or the development it authorizes, or any part, modification, or amendment thereof, remains in existence on or with respect to the subject property. NOTE: IF THE SPECIAL CONDITIONS REQUIRE THAT DOCUMENT(S) BE RECORDED WITH THE COUNTY RECORDER, YOU WILL RECEIVE THE LEGAL FORMS TO COMPLETE (WITH INSTRUCTIONS). IF YOU HAVE ANY QUESTIONS, PLEASE CALL FERNIE SY OF THE LONG BEACH DISTRICT OFFICE. G perm its/5-10-045(Broviak)9/21 /10/rh/fsy DMI Duce - Mccoy, Inc. COASTAL COMMISSION Corona Del Mar, Telephone 9496754487 Fax 949-675-4456 EXHIBIT # G EXHIBIT C PAGE OF 2 CALIFORNIA COASTAL COMMISSION DEED RESTRICTION BROVIAK RESIDENCE 2709 COVE STREET CORONA DEL MAR, CALIFORNIA THE GRANTOR HEREBY AGREES ON BEHALF OF HIMSELF AND ALL SUCCESSORS OR ASSIGNS, THAT NO FUTURE REPAIR OR MAINTENANCE, ENHANCEMENT, REINFORCEMENT, OR ANY OTHER ACTIVITY AFFECTING THE SHORELINE PROTECTIVE DEVICE SHALL BE UNDERTAKEN IF SUCH ACTIVITY EXTENDS THE FOOTPRINT OR INCREASES THE HEIGHT OF THE SUBJECT SHORELINE PROTECTIVE DEVICE SITUATED ON THE FOLLOWING DESCRIBED PROPERTY: THAT PORTION OF LOT 8, IN BLOCK B-33 OF CORONA DEL MAR, IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 3, PAGES 41 AND 42, MISCELLANEOUS MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, BEING A 1.5 FOOT WIDE STRIP OF LAND, THE CENTERLINE OF WHICH IS DESCRIBED AS FOLLOWS: BEGINNING AT THE MOST NORTHERLY CORNER OF SAID LOT 8, SAID POINT OF BEGINNING BEING A POINT ON THE SOUTHWESTERLY RIGHT-OF-WAY LINE OF COVE STREET, FORMERLY H STREET, (40 FEET WIDE); THENCE ALONG SAID RIGHT- OF-WAY LINE SOUTH 500 00' EAST 9.50 FEET; THENCE SOUTH 40° 00' WEST 1.00 FOOT TO THE TRUE POINT OF BEGINNING; THENCE NORTH 50° 00' WEST 7.92 FEET; THENCE SOUTH 400 00' WEST 57.5 FEET, MORE OR LESS, TO A POINT IN A LINE PARALLEL WITH AND 1.5 FEET MEASURED AT RIGHT ANGLES FROM THE SOUTHWESTERLY LINE OF SAID LOT 8 ; THENCE SOUTH 50° 00' EAST 27.5 FEET TO THE SOUTHEASTERLY TERMINUS OF SAID 1.5 FOOT WIDE STRIP OF LAND. .(SEE EXHIBIT "C" ATTACHED HERETO AND MADE A PART HEREOF) PREPARED BY: ft. 2,4668 Pete J. Duca R.C.E. 24668 Date ce Page 1 of 2 lq CNIIL a��P 0) 1� �OASYAL COMMISSION! XHIBIT# SAGE 7- 0 0 N PL W" EXHIBIT "C" F:_ COVE (FORMERLY H STREET) 5 TR E E T d,� h�CP (40' WIDE) �5 SSP s9`ati N 50'00' —�—� 30.00 1 to 5 �G ��G6� 5�V hV Z + O �- � •.ti ��� �� w3 o z w ��o o�"Wo H >a C)CJ e U a �• ry LLJ o Z �� J �ti .,On N\,g/, c WQ F- '�ET. SEAWALL ,VARIES -3.56 HT. � U 0 T 8 O Fn o BLOCK s o Z �� B" MASONRY - B-33 WALL O � M M . 3/41-42 Q (3' HIGH) 0� ,c3� YY. _ 7- ` 1 //0/V-. PILASTER TYP. G '✓v':: PI,AW,'fER• AREA G �] p� ` '� T I • '•N f ' 'E,.; l id3:Y7'LY FACE BLOCK W. Yv ':.�$Ql:`1 ^�.A..;` r , ?Fay Oc S LY OFTL BLOCK WALL ON P. 60 N, SQ QQ O• YLOGR WALL ON P.L. o.2's_ 9$a LOT 4 LOT 3 V=--=l—FOOTPRINT OF SHORELINE PROTECTIVE DEVICE e: Q_ -) PUgR¢ECpPpAERMEOC6pBY$:TI,yC ELEVATIONS ORTAMERICAN VERTICAL ARE ED DATUM) ON VD 88 rT CMI ��r MCA pEe MgR% 92625 NO 234qOTNO�ELEVATIONS SHOHM �M SUBTRACT 9�. F EOR TO CONVERT TO M.LLW, DATUM ADD 0.36' a,t5.10 PAGE 2 OF 2 TO ELEVATIONS SHOWN 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: To reinforce the existing seawall. By constructing Truline pile walls on the land side of the seawall and along both property lines perpendicular to the seawall as shown on sheet S-1. Property Address: 2709 Cove St. Legal Description: Harbor Permit Number: 105-2709 Plan Check Number: 2040-2009 2o�,{ -2 ALq Applicant: Harley Broviak Applicant's Mailing Address: 2709 Cove St., Corona Del Mar, CA 92625 Phone Number: (949) 433-3303 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 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: XHas 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. 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Elec F Mech f Plum ) dress (Not mailing address) Tenant Name(if Applicable) <. uesll 1pnon or VVOrK Extq Building SFE Demo Building SF I 9 L�n`^/ Add/Reconstruct Bldg SF I - Extg Gar sf _4R_ Irll\B V F\ RE50U [n Add/Reconstruct Garage sf CITY OF EWPOI� BEACH TOTAL BLDG SF New (—_ Alter Demo u. �(} TOTAL GARAGE SF '. Owner's Name Last Owner's Address City`E4�01\,JA- L)L---1-_ /" AQlate Floor Suite No # Units (if Residential) Use Valuation $� ` e, # Stories Cu Yd Cut1 Cu Yd Fill First Owner's E-mail Address FW_rl � r�hllnk•n t Zip Zltiz Telephone � _3? _ — _ s 4. Architec esigner'Name Las .. First t Lic. No. Architect/Designer's Address- T� — —�� ArchitecUDesigner's -mailAddress �3 - /. City 1.-.i-�1 - c -�— State- �{.}- Zip� 0 Telephone`�J � T 5. Engineer's Name Last.. f _..... First" -'V U Engineer's Address V �S?�1-1 C -C Nt ►t// �z (=ter' ciivlZ I C �, �— — tjlS l State i Zip 6. Contractor's Name Last Contractor's Address City — vtc ONLY GRADING P/C FEE $ Ate .Zip ENERGY P/C FEE $_ OUL !1 ii •Ob FIRE P/C FEE $ 1 H - Engineer's E-mailAddress Lic No.1 �� tt)_5, A <C— --Usk Telephone _ rel _ QC12 I Fvst ��' Lic No. F—' Class a Contractors E-mail Address - ,, i t aid elephonel PERggM,gqhTNO, fy�-L't1N''7R�ni•- g_ PLlA1V'C�ECKgq Nd. INV, WILLIAM SIMPSON & ASSOCIATES, INC. �_ CONSULTING STRUCTURAL ENGINEERS 25341 COMMERCENTRE DR., SUITE 100 PH. (949) 206-9929 LAKE FOREST, CA 92630 FAX (949) 206-9955 w .wsase-usa.com e-mail: mail@wsase-usa.com March 1, 2010 Shellmaker, Inc. Lisa Miller, President 837 West 17`11 Street Costa Mesa, CA 92627 RE: Reinforcing the Existing Seawall at 2709 Cove Street, Corona Del Mar, CA 92625 WSA Job #6435-6 Dear Mrs. Miller, Pursuant to the request of Mr. Harley Broviak, owner of the aforementioned property, William Simpson & Associates, Inc. is pleased to present to you our Tentative Report for Emergency Reinforcing/Rcpair of the Distressed Residence and Bulkhead at the subject site. PURPOSE AND SCOPE: The purpose of this report is to develop recommendations for mitigation of the adverse conditions led to partial damage of the foundation and slab on grade of the two-story wood framed residential structure on the site. The scope of this study included the following: • Site reconnaissance to observe the current conditions of the residence and the bulkhead. • Conducted measurements of bulkhead elevation and depth of embedment. • Engineering analyses of data. • Preparation of this report. SITE RECONNIANSSANCE: A site reconnaissance was conducted by representative of this firm on July 23, 2009 to observe the large chasm developed below the structure resulting in collapsed foundations and concrete slab. At the time of the observation the void space was in a process of being filled with slurry. Second site reconnaissance was conducted on August 5, 2008. During that observation, required field measurements and methods for reinforcing the bulkhead and repair the damaged slab and foundations were discussed with Mike Ormerod of Shellmaker and the owner of the property. FIELD MEASUREMENTS: As requested by the owner of the property, field investigation and measurements were conducted by Shellmaker, Inc. CAUSE OF DISTRESS/DAMAGE: Based on our investigation and based on the field measurements, we conclude that the damage has been caused by the insufficient depth of embedment of the bulkhead below dredge line, which allowed the wave and tidal action to transport sand below the bulkhead and formed the void beneath the damaged slab and foundations. RECOMMENDATIONS: In order to stop the process of sand migration from behind the bulkhead, and to prevent future subsidence of foundations of the structure, we recommend the following: A truline pile wall shall be installed immediately onshore of the existing distressed bulkhead as reflected on drawings S-1 & S-2. A new 15" wide x 24" deep grade beam shall he installed across the new great room of the house, tying the new exterior footing that runs along the bulkhead with the existing exterior footing of the house that runs along the South Property Line of the property. This grade beam shall be epoxy doweled to the remaining portion of the existing slab on grade. New minimum 5" thick concrete slab on grade with #4@12" o. c. shall replace the damaged slab. The new slab shall be connected to the new footings/grade beams with #4@18" o.c. dowels. The Reinforcing/Repair of the Distressed Residence and Bulkhead, utilizing the above recommendations, are of the utmost urgency, and should be considered as an emergency condition. This letter was prepared within the inherent limitations of this study, in accordance with generally acceptable engineering principles and practices. We make no further warranty, either expressed or implied. William Simpson & Associates, Inc. appreciates the opportunity to be of service. Should you have any questions regarding this report, please contact us. Respectfully submitted, Plamen Petrov, P.E. Senior Project Manager, Engineering STATE OF CALIFORNIA - NATURAL RESOURCES AGENCY ARNOLD SCHWARZENEGGER Governor CALIFORNIA COASTAL COMMISSION South coast Area Office Page 1 of 7. 200 Oceangate, Suite 1000 Long Beach, CA 90802-4302 Date: September 21, 2010 (562) 590-5071 Permit No: 5-10-045 COASTAL DEVELOPMENT PERMIT On July 9, 2010, the California Coastal Commission granted to Mr. Harley Broviak Coastal Development Permit 5-10-045 subject to the attached Standard and Special Conditions, for development consisting of: Reinforce an existing seawall associated with an existing single-family residence by constructing Truline pile walls on the landward side of the existing seawall. More specifically described in the application file in the Commission offices. Commission staff will not issue the CDP until the "prior to issuance" special conditions have been satisfied. The development is within the coastal zone in Orange County at 2709 Cove Street, Corona Del Mar (Orange County). Issued on behalf of the California Coastal Commission on July 9, 2010. PETER DOUGLAS /: 4 - Executive Director Title; Coas al P gra 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. 5-10-045 Page 2 of 7 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: CONFORMANCE WITH GEOTECHNICAL RECOMMENDATIONS A. All final design and construction plans shall be consistent with all recommendations contained in the following documents: Geotechnical Design Report, Repairs to Residential Foundation and Seawall (J.N. 1816.00), 2709 Cove Street, Corona Del Mar, California dated October 9, 2009 prepared by Albus-Keefe & Associates, Inc.; Revised Response to Review Comments by City of Newport Beach dated 10-27-09, Repairs to Residential Foundation and Seawall (J.N. 1816.00), 2709 Cove Street, Corona Del Mar, California dated November 25, 2009 prepared by Albus- Keefe & Associates, Inc.; Review of Proposed Secant Wall, Repairs to Residential Foundation and Seawall (J.N. 1816.00), 2709 Cove Street, Corona Del Mar, California dated December 21, 2009 prepared by Albus- Keefe & Associates, Inc.; Second Response to Review Comments by City of Newport Beach dated 11-25-09, Repairs to Residential Foundation and Seawall (J.N. 1816.00), 2709 Cove Street, Corona Del Mar, California dated March 17, 2010 prepared by Albus-Keefe & Associates, Inc.; and Ongoing Erosion of Beach Adjacent Seawall, 2709 Cove Street, Corona Del Mar, California (J.N. 1816.00) dated March 19, 2010 prepared by COASTAL DEVELOPMENT PERMIT No. 5-10-045 Page 3 of 7 Albus-Keefe & Associates, Inc.. No changes to the approved final plans shall occur without a Commission amendment to this coastal development permit unless the Executive Director determines that no amendment is legally required. B. PRIOR TO ISSUANCE OF THE COASTAL DEVELOPMENT PERMIT, the applicant shall submit, for the Executive Director's review and approval, evidence that an appropriately licensed professional has reviewed and approved all final design and construction plans and certified that each of those final plans is consistent with all the recommendations specified in the above -referenced geologic engineering report. C. The permittee shall undertake development in accordance with the approved final plans. Any proposed changes to the approved final plans shall be reported to the Executive Director. No changes to the approved final plans shall occur without a Commission amendment unless the Executive Director determines that no amendment is legally required. 2. ASSUMPTION OF RISK, WAIVER OF LIABILITY AND INDEMNITY By acceptance of this permit, the applicant acknowledges and agrees (i) that the site may be subject to hazards from sea level rise; flooding, wave attack, and erosion; (ii) to assume the risks to the applicants and the property that is the subject of this permit of injury and damage from such hazards in connection with this permitted development; (iii) to unconditionally waive any claim of damage or liability against the Commission, its officers, agents, and employees for injury or damage from such hazards; and (iv) to indemnify and hold harmless the Commission, its officers., agents, and employees with respect to the Commission's approval of the project against any and all liability, claims, demands, damages, costs (including costs and fees incurred in defense of such claims), expenses, and amounts paid in settlement arising from any injury or damage due to such hazards. FUTURE DEVELOPMENT This permit is only for the development described in Coastal Development Permit No. 5- 10-045. Pursuant to Title 14 California Code of Regulations Section 13250(b)(6), the exemptions otherwise provided in Public Resources Code Section 30610(a) shall not apply to the development governed by Coastal Development Permit No. 5-10-045. Accordingly, any future improvements to the seawall/bulkhead and any other development authorized by this permit, including but not limited to repair and maintenance identified as requiring a permit in Public Resources Section 30610(d) and Title 14 California Code of Regulations Sections 13252(a) -(b), shall require an amendment to Permit No. 5-10-045 from the Commission or shall require an additional coastal development permit from the Commission or from the applicable certified local government. COASTAL DEVELOPMENT PERMIT No. 5-10-045 Page 4 of 7 4. NO FUTURE SEAWARD EXTENSION OF SHORELINE PROTECTIVE DEVICE A. By acceptance of this permit, the applicant agrees, on behalf of itself anc all successors and assigns, that no future repair or maintenance, enhancement, reinforcement, or any other activity affecting the shoreline protective device (seawall/bulkhead) approved pursuant to Coastal Development Permit No. 5-10-045, as described and depicted on an Exhibit attached to the Notice of Intent to Issue Permit (NOI) that the Executive Director issues for this permit, shall be undertaken if such activity extends the footprint seaward of the subject shoreline protective device (seawall/bulkhead). By acceptance of this permit, the applicant waives, on behalf of itself (or himself or herself, as applicable) and all successors and assigns, any rights to such activity that may exist under Public Resources Code Section 30235. B. Prior to the issuance by the Executive Director of the NOI FOR THIS PERMIT, the applicant shall submit for the review and approval of the Executive Director, and upon such approval, for attachment as an Exhibit "C" to the NOI, a formal legal description and graphic depiction of the shoreline protective device approved by this permit, as generally described above and shown on Exhibit #2 attached to this staff report dated June 16, 2010, showing the footprint of the device and the elevation of the device referenced to NGVD (National Geodetic Vertical Datum). 5. CONSTRUCTION RESPONSIBILITIES AND DEBRIS REMOVAL The permittee shall comply with the following construction -related requirements: A. No demolition or construction materials, equipment, debris, or waste shall be placed or stored where it may enter sensitive habitat, receiving waters or a storm drain, or be subject to wave, wind, rain or tidal erosion and dispersion. B. Any and all debris resulting from demolition or construction activities, and any remaining construction material, shall be removed from the project site within 24 hours of completion of the project. C. Demolition or construction debris and sediment shall be removed from work areas each day that demolition or construction occurs to prevent the accumulation of sediment and other debris that may be discharged into coastal waters. D. Machinery or construction materials not essential for project improvements will not be allowed at any time in the intertidal zone. E. If turbid conditions are generated during construction a silt curtain will be utilized to control turbidity. COASTAL DEVELOPMENT PERMIT No. 5-10-045 Page 5 of 7 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. G. Non buoyant debris discharged into coastal waters will be recovered by divers as soon as possible after loss. H. All trash and debris shall be disposed in the proper trash and recycling receptacles at the end of every construction day. I. The applicant shall provide adequate disposal facilities for solid waste, including excess concrete, produced during demolition or construction. J. Debris shall be disposed of at a legal disposal site or recycled at a recycling facility. If the disposal site is located in the Coastal Zone, a coastal development permit or an amendment to this permit shall be required before disposal can take place unless the Executive Director determines that no amendment or new permit is legally required. K. All stock piles and construction materials shall be covered, enclosed on all sides, shall be located as far away as possible from drain inlets and any waterway, and shall not be stored in contact with the soil. L. Machinery and equipment shall be maintained and washed in confined areas specifically designed to control runoff. Thinners or solvents shall not be discharged into sanitary or storm sewer systems. M. The discharge of any hazardous materials into any receiving waters shall be prohibited. N. Spill prevention and control measures shall be implemented to ensure the proper handling and storage of petroleum products and other construction materials. Measures shall include a designated fueling and vehicle maintenance area with appropriate berms and protection to prevent any spillage of gasoline or related petroleum products or contact with runoff. The area shall be located as far away from the receiving waters and storm drain inlets as possible. O. Best Management Practices (BMPs) and Good Housekeeping Practices (GNPs) designed to prevent spillage and/or runoff of demolition or construction -related materials, and to contain sediment or contaminants associated with demolition or construction activity, shall be implemented prior to the on -set of such activity. P. All BMPs shall be maintained in a functional condition throughout the duration of construction activity. COASTAL DEVELOPMENT PERMIT No. 5-10-045 Page 6 of 7 STAGING AREA FOR CONSTRUCTION A. PRIOR TO ISSUANCE OF THE COASTAL DEVELOPMENT PERMIT, the permittee shall submit two (2) full size copies of a construction staging plan for the review and approval of the Executive Director which indicates that the construction staging area(s) and construction corridor(s) will minimize public access impacts to the adjacent public beach. (1) The plan shall demonstrate that: (a) Construction equipment, materials or activity shall not occur outside the staging area and construction corridor identified on the site plan required by this condition. (b) Construction equipment, materials, or activity shall not be placed on the sandy beach outside of the immediate construction zone. (c) The construction staging area will gradually be reduced as less materials and equipment are necessary. (d) The construction access route will only be intermittently closed for transport of equipment and materials. When not in use for transportation of equipment and materials, it will be made available for undisrupted public access. (2) The plan shall include, at a minimum, the following components: (a) A site plan that depicts: 1. limits of the staging area(s); 2. construction corridor(s); 3. construction site; 4. location of construction fencing and temporary job trailers with respect to the existing parking lot, day use area and the sandy beach. B. The permittee shall undertake development in accordance with the approved final plans Any proposed changes to the approved final plans shall be reported to the Executive Director. No changes to the approved final plans shall occur without a Commission amendment to this coastal development permit unless the Executive Director determines that no amendment is required. COASTAL DEVELOPMENT PERMIT No. 5-10-045 Page 7 of 7 7. DEED RESTRICTION PRIOR TO ISSUANCE OF THE COASTAL DEVELOPMENT PERMIT, the applicant shall submit to the Executive Director for review and approval documentation demonstrating that the landowner has executed and recorded against the parcel(s) owned by the applicant that are governed by this permit a deed restriction, in a form and content acceptable to the Executive Director: (1) indicating that, pursuant to this permit, the California Coastal Commission has authorized development on the subject property, subject to terms and conditions that restrict the use and enjoyment of that property; and (2) imposing the special conditions of this permit as covenants, conditions and restrictions on the use and enjoyment of the Property. The deed restriction shall include a legal description of the entire parcel or parcels governed by this permit. The deed restriction shall also indicate that, in the event of an extinguishment or termination of the deed restriction for any reason, the terms and conditions of this permit shall continue to restrict the use and enjoyment of the subject property so long as either this permit or the development it authorizes, or any part, modification, or amendment thereof, remains in existence on or with respect to the subject property. NOTE: IF THE SPECIAL CONDITIONS REQUIRE THAT DOCUMENT(S) BE RECORDED WITH THE COUNTY RECORDER, YOU WILL RECEIVE THE LEGAL FORMS TO COMPLETE (WITH INSTRUCTIONS). IF YOU HAVE ANY QUESTIONS, PLEASE CALL FERNIE SY OF THE LONG BEACH DISTRICT OFFICE. G:permits/5-10-045(Broviak)9/21 /10/rh/fsy DMI Duca - McCoy, luc. COASTAL COMMISSION Corona.Del Mar, GA. Telephone 949-6754487 Fax 949-6754456 _):Fnt3ir# G EXHIBIT C OF Z CALIFORNIA COASTAL COMMISSION DEED RESTRICTION BROVIAK RESIDENCE 2709 COVE STREET CORONA DEL MAR, CALIFORNIA THE GRANTOR HEREBY AGREES ON BEHALF OF HIMSELF AND ALL SUCCESSORS OR ASSIGNS, THAT NO FUTURE REPAIR OR MAINTENANCE, ENHANCEMENT, REINFORCEMENT, OR ANY OTHER ACTIVITY AFFECTING THE SHORELINE PROTECTIVE DEVICE SHALL BE UNDERTAKEN IF SUCH ACTIVITY EXTENDS THE FOOTPRINT OR INCREASES THE HEIGHT OF THE SUBJECT SHORELINE PROTECTIVE DEVICE SITUATED ON THE FOLLOWING DESCRIBED PROPERTY: THAT PORTION OF LOT 8, IN BLOCK B-33 OF CORONA DEL MAR, IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 3, PAGES 41 AND 42, MISCELLANEOUS MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, BEING A 1.5 FOOT WIDE STRIP OF LAND, THE CENTERLINE OF WHICH IS DESCRIBED AS FOLLOWS: BEGINNING AT THE MOST NORTHERLY CORNER OF SAID LOT 8, SAID POINT OF BEGINNING BEING A POINT ON THE SOUTHWESTERLY RIGHT-OF-WAY LINE OF COVE STREET, FORMERLY H STREET, (40 FEET WIDE); THENCE ALONG SAID RIGHT- OF-WAY LIME SOUTH 500 00' EAST 9.50 FEET; THENCE SOUTH 40° 00' WEST 1.00 FOOT TO THE TRUE POINT OF BEGINNING; THENCE NORTH 50° 00' WEST 7.92 FEET; THENCE SOUTH 400 00' WEST 57.5 FEET, MORE OR LESS, TO A POINT IN A LINE PARALLEL WITH AND 1.5 FEET MEASURED AT RIGHT ANGLES FROM THE SOUTHWESTERLY LINE OF SAID LOT 8; THENCE SOUTH 50° 00' EAST 27.5 FEET TO THE SOUTHEASTERLY TERMINUS OF SAID 1.5 FOOT WIDE STRIP OF LAND. .(SEE EXHIBIT "C" ATTACHED HERETO AND MADE APART HEREOF) PREPARED BY: °l• t5 - 1 eD No. 24668 Pete J. Duca R.C.E. 24668 Date m Page 1 of t9 CiVI1. A 1�� 19 q' 1"� COASTAL COMMISSION =.&r,ltsl I_ 'AGE —' 0 N EXHIBIT "C" OF_T_ COVE(FORMERLY H STREET) STREET <5P SP(40 WIDE) N 50'00 W .`a1 ,�o� P rN ER ® -.a c.�� l ' rn U Q Z LeJ 0 ~ C13 Z ?G p 7 Q (n m J Z= - EL SEAWALL VARIES -3.56 HT - 00 LJ v 8' MASONRY WALL I (3' HIGH) O 1 Z- R`7■ a� W UwLd o ��> W V �W3o z W r �t{oJj 'cn W o II cn LLJ O LrlL OT 8` B L 0 C K B-33 M M . 3/41 w U� Z LeJ 0 ~ ,O 0 v, o tLu m J Z 88 ssW 7 dl LOT 4 L 0 T 3 Q—FOOTPRINT OF SHORELINE PROTECTIVE DEVICE PREPARED BY- ELEVATIONS SHOWN ARE BASED ON NAVD 88 p3gJ¢�Qp EM, cCCQppY NH��yy (NORTH AMERICAN VERTICAL DATUM) COKUNA DEL AR, CA 92625 NOT 234g0TNNO ELTEVTATIONSS29 TUM SUBTRACT HO PAGE 2 OF 2 TO ELEVATIONSSM.OL MW' DATUM ADD 0.38' GENERAL REQUIREMENTS 1, CONSTRUCTION SHALL BE IN CONFORMITY WITH THE 2007 EDITION OF THE CAUFORNIA BUILDING CODE (C8C) AND ALL APPLICABLE LOCAL AND STATE CODES AND ORDINANCES, 2, SITE NSPECTION� THE CONTRACTOR SHALL EXAMINE THE PROJECT SITE k SHALL VERIFY ALL DIMENSIONS. LOCATIONS & ELEVATION$ OF THE EXISTING CONSTRUCTION, THE CONTRACTOR SHALL ALSO OfUJGENTLY INVESnGATE THE SITE FOR THE POSSIBLE EXISTENCE & LOCATION OF UNDERGROUND UTILITIES, PRIOR TO ORDERING ANY MATERIAL AND/OR COMMENCING WORK AND SHALL REPORT ANY DISCREPANCIES TO �WILLIAM SIMPSON & ASSOCIATES, INC." HEREINAFTER CALLED "THE ENGINEER0, 3, CONTRACTOR SHALL PROVIDE BARRICADES AND PEDESTRIAN PROTECTION AS REQUIRED BY STATE AND LOCAL CODES, 4. CONTRACTOR SHALL CONSULT ON REPRESENTATIVES OF CITY AND UTILITY COMPANIES CONCERNING AVAILABLE FACILITIES BEFORE COMMENCING WORK OR CONNECnNO TO SEWER, PIPING OR WRING, ETC,, AND REPORT ANY PROBLEMS TO THE ENGINEER. 5, CONTRACTOR SHALL FULLY PROTECT ALL ADJACENT PROPERTIES BEFORE COMMENCING ANY WORK, 6� OMISSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE DRAWINGS, NOTES, AND DETAILS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND RESOLVED BEFORE PROCEEDING WITH THE WORK� 7, CONTRACTOR SHALL INSTALL TEMPORARY TOILETS BEFORE START OF JOB. 6. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES, 9. TYPICAL DETAILS SHOWN SHALL APPLY WHERE NO SPECIAL DETAIL IS SHOWk WHERE A DETAIL, TYPICAL DETAIL, SECTION, TYPICAL SECTION, OR A NOTE IS SHOWN FOR ONE CONDITION, IT SHALL ALSO APPLY FOR ALL LIKE OR SIMILAR CONDITIONS UNLESS NOTED OTHERWISE, 10, DRAWINGS TAKE PRECEDENCE OVER SPECIFICATIONS. DETAILED DRAWINGS AND SPECIFICATIONS TAKE PRECEDENCE OVER GENERAL DRAWNGS AND SPECIFICATIONS, 11, WRITTEN DIMENSIONS (NOT SCALED DIMENSIONS) SHALL BE USED, 12, TEMPORARY ERECTION BRACING AND SHORING SHALL BE PROVIDED AS REQUIRED ON ALL STRUCTURES, ADEQUATE TO PROVIDE FULL STRUCTURAL STABILITY AND SAFETY. BRACING SHALL NOT BE REMOVED UNTIL THE ELEMENTS ARE FULLY CONNECTED AND ARE CAPABLE OF SUPPORTING THE DESIGN LOADING, 13, CONTRA,CTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR 408 SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURSI AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOW THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGUGENCE OF THE OWNER OR THE ENGINEER. 14, THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION NOT TO UNDERMINE ANY ADJACENT STRUCTURE DURING THE CNRSE Or CONSTRUCTION. 15, CLEAN UP� NO PAINT, PLASTER, CEMENT, SOL, MORTAR OR OTHER RESIDUE BAY, STREETS, GUTTERS OR STORM DRAINS, ALL MATERIALS & WASTE SHALL BE REMOVED FROM THE SITE, NOMC 17-32.020, 16, DEMOUTIOW ALL MATERIAL FROM THE EXISTING BULKHEAD THAT IS NOT USED As FILL SHALL BE REMOVED FROM THE STE & DISPOSED OF IN AN OFFICIAL DUMP $ITE� 17, SEE THE LATEST hGENFERAL GRADING SPECIFICATIONS" OF THE BUILDING DEPARTMENT FOR THE CITY'S: GENERAL NOTES, EROSION CONTROLS, REQUIRED INSPECTIONS, GRADING FILLS/CUTS & ALL NECESSARY DOCUMENTATION. 16, POW, SPAS, FENCES, PATIO COVERS AND OTHER FREESTANDING STRUCTURES REWIRE SEPARATE REMEWS AND PERMITS, 19, ALL A,S,T,M, SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE IN ACCORDANCE NTH THE LATEST ISSUE OF THE A.S.T.M. 20, OBSERVATION VISITS TO THE PROJECT SITE BY THE ENGINEER SHALL NOT BE CONSTRUED AS ANY INSPECTION AS REQUIRED BY CODE, FOUNDATIONIS I. THE CONTRACTOR SHALL ESTABLISH ALL CONSTRUCTION LINES AND PROCEED WITH. THE EXCAVATION Of ALL FOOTINGS AS CALLED FOR ON THE DRAWINGS, 2� FOOTINGS SHALL BEAR ON NATURAL UNDISTURBED UNIFORM EARTH OR ENGINEERED COMPACTED FILL, 3. NO REINFORCING STEEL AND NO CONCRETE SHALL BE PLACED IN ANY EXCAVATION PRIOR TO APPROVAL BY THE BUILDING DEPARTMENT, 4, THE TOP Of ALL EXCAVATION$ SHALL BE PROTECTED AGAINST HEAVY SURCHARGE LOADS AND FROM EROSION DUE TO RAINFALL OR SURFACE RUN-OFF DURING THE ENTIRE CONSTRUCTION PERIOD� 5, THE SOILS REPORT DESCRIBED UNDER ITEMS Nc,7 BELOW SHALL BE A PART OF THE CONSTRUCTION DOCUMENTS, THE CONTRACTOR SHALL OBTAIN THE $OIL$ REPORT AND COMPLY NTH ALL RECOMMENDATIONS THEREIN, 6, PAD PREPARATION SHALL BE IN ACCORDANCE WITH THE SOILS REPORT, THE PAD SHALL BE INSPECTED AND APPROVED BY THE SOILS ENGINEER PRIOR TO PLACING ANY CONCRETE. THE PAO SHALL BE KEPT MOIST PRIOR TO THE PLACING OF CONCRETE� 7� FOUNDATION DESIGN IS BASED ON THE RECOMMENDATIONS CONTAINED N THE SOILS REPORT ON FILE NTH THE BUILDING DEPARTMENT, SOILS REPORT PREPARED BY,,.,.,,,, ............ ....,.ALBUS-KEEPE & ASSOCIATES, INC. ADDRESS: ................................ __ ..... __ ....... 1011 NORTH ARMANDO STREET ANAHEIM, CA 92806-2906 PHONE NUMBER: __ ... � ..... � ... ___ . . . ......... � ... . ........ � ..... ___(714) 630-1626 FAX NUMSER� _______ ....... � ...... � .. .......... _ ... � ........ ___(714) 630-1916 SOILS REPORTS OATES� OCTOBER 9, 2009 & NOVEMBER 25, 2009 SOILS REPORT JOB NUMBEW ............. ___ ................ __ .... J,N, 1816,00 GRADING NOTES 1. THE AN'TICIPATED TOTAL VOLUME OF CUT AND FILL FOR SEAWALL REINFORCING ON THIS PROJECT IS 44 CUBIC YARDS. THUS, GRADING PLAN & PERMIT ARE NOT REQUIRED, 2, MEN A GRADING PERMIT & PLANS ARE REQUIRED, IF NO GRADING IS ADDRESSED ON THE PLANS - SEE THE CIVIL & ARCHITECTURAL PLANS FOR THE FINISH GRADING ON THE SHORE S4DE OF THE BULKHEAD. 3, A PRE -GRADING MEETNG SHALL BE SCHEDULED 48 HOURS PRIOT TO START OF GRADING WITH THE FOLLOWING PEOPLE PRESENTt OWNER, GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, GEOLOGIST, CITY GRADING ENGINEER OR THEIR REPRESENTATIVES, REQUIRED FIEL INSPEC71ONS WILL BE OUTLINED AT THE MEETING. 4, A PRE -PAVING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF GRADING WITH THE FOLLOWING PEOPLE PRESENT! OWNER, GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, GEOLOGIST, CITY GRADING ENGINEER OR THOR REPRESENTATIVES, REQUIRED FIEL INSPECMNS WILL BE OUTLINED AT THE MEETING. 5. THE PROJECT GEOTECHNICAL ENGINEER SHALL INSPECT & APPROVE ALL AREAS PRIOR THE THE PLACEMENT Or ANY FILL, 6, ALL FILLS SHALL BE INSPECTED, TESTED & APPROVED BY THE CEOTECHNiCAL ENGINEER VERIFYING MINIMUM OF 9OX REQUIRED RELATIVE COMPACTION AS WELL AS STABILITY, 7, ALL EXCAVATION$ FOR ANCHORS SHALL BE INSPECTED & APPROVED BY THE MOTECHNICAL ENGINEER PRIOR TO PLACING CONCRETE. & TEMPORARY EROSION CONTROL PLANS ARE REQUIRED FROM OCTOBER 15 TO MAY 15, 9. EROSION CONTROL DEVICES SHALL BE AVAILABLE ON-SITE BETWEEN OCTOBER 15 AND MAY I& 10, BETWEEN OCTOBER 15 AND MAY 15, EROSION CONTROL MEASURES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHENEVER THE FIVE-DAY PROBABILITY OF RAIN EXCEEDS 30 PERCENT, DURING THE REMAINDER OF THE YEAR, THEY SHALL BE IN PLACE AT THE ENO OF THE WORKING DAY, WHENEVER THE DAILY RAINFALL 0 PERCENT, 11, LANDSCAPING PLANS SHALL BE SUBMITTED FOR APPROVAL, WORK COMPLETED AND A CERTIFICATE OF CONFORMANCE RECEIVED BY THE CITY GRADING ENGINEER PRIOR TO CLOSURE OF PERMIT, UNLESS WAIVED BY TH CITY GRADING ENGINEER, 12. TEMPORARY DESILTING BASINS, WHEN REOUIRED, SHALL BE NSTALLEO AND MAINTAINED FOR THE DURATION OF 'THE PROJECT, 13, DAMM; ALL ELEVATIONS ARE BASED ON MLLW DATUM, WELDING t ALL WELDING SHALL BE DONE USING THE SHIELDED ELECTRIC ARC PROCESS BY CERTIFIED WELDERS, USING E70XX ELECTRODES, 2, WELDING OF STEEL REINFORCING BARS SHALL BE DONE WITH LOW HYDROGEN ELECTRODES. A233, CLASS E70XX SERIES. 3, WELDS REQUIRING CONTINUOUS OR PERIODIC SPECIAL INSPECTION NEED NOT HAVE SPECIAL INSPECTION WHEN WELDING IS D40NE IN AN APPROVED FABRICATOR'S SHOP, HOWEVER, THE APPROVED FABRICATOR MUST SUBMIT A CERTIFICATE OF COMPLIANCE IN ACCORDANCE NTH THE SECTION 1704.2,2 OF THE CBC� 4� SPECIAL INSPECTION IS REQUIRED FOR ALL FIELD WELOINGS. ­­ - I a I #0 A mkl ..jr.ql A d SIT'" rel-41,11"wa JAK i: --- MI d � SPECIFICATIONS FOR GRAD040 I SITE CLEANING I. ALL EXISTING WOETATION SHALL BE STRIPPED AND HAULED FROM THE SITE, 11 PREPARATION 1, AFTER THE FOUNDATION FOR THE FILL HAS BEEN CLEARED, PLOWED OR SCARIMED, IT SHALL BE DISCED OR BLADED UNTIL IT IS UNIFORM AND FREE FROM LARGE CLODS, BROUGHT TO A PROPER MOISTURE CONTENT AND COMPACTED TO NOT LESS THAN NINETY PERCENT OF THE MAXIMUM DRY DENCITY IN ACCORDANCE WITH ASTM!0-1557-00 (5 LAYERS - 25 SLOWS PER LAYER� 10 LB HAMMER DROPPED 18'; 4" DIAMETER MOLD). M MATERIALS 1. ON-STE MATERIALS MAY BE USED FOR FILL, OR FILL MATERIALS SHALL CONSIST OF MATERIALS APPROVED BY THE SOILS ENGINEER AND MAY BE OBTAINED FROM THE EXCAVATION OF BANKS, BORROW PITS OR ANY OTHER APPROVED SOURCE. THE MATEMALS USED SHOULD BE FREE OF VEGETABLE MATTER AND OTHER DELETERIOUS SUBSTANCES AND SHALL NOT CONTAIN ROCKS OR LUMPS GRATER THAN EIGHT INCHES IM MAXIMUM DIMENSIOW IV PLACINGs SPREADING AND COMPACTING FILL MATERIALS 1, THE SELECTED FILL MATERIAL SHALL BE PLACED IN LAYERS WHICH� WHEN COMPACTED, SHALL NOT EXCEED SIX INCHES IN THICKNESS. EACH LAYER SHALL MIXED DURING THE SPREADING TO ENSURE UNIFORMITY OF MATERIAL AND MOISTURE OF EACH LAYER, 2. WERE MOISTURE OF THE FILL MATERIAL IS BELOW THE LIMITS SPECIFIED BY THE SaLS ENGINEER, WATER SHALL BE ADDED UN11L TO MOISTURE CONTENT IS AS REWIRED TO ENSURE THOROUGH BONDING AND THOROUGH COMPACTION. 3, WHERE MOISTURE CONTENT OF T14E FILL MATERIAL IS ABOVE THE LIMITS SPECIFIED BY THE SOILS ENGINEER THE FILL MATERIAL SHALL BE AERATED BY BLADING OR OTHER SATISFACTORY METHODS UNTIL THE MOISTURE CONTENT IS AS SPECIFIED� 4, AFTER EACH LAYER HAS BEEN PLACED, MIXED AND SPREAD EVENLY, IT SHALL BE THOROUGHLY COMPACTED TO NOT LESS THAN 90 PRCENT OF THE MAXIMUM DRY DENSITY IN ACCORDANCE NTH ASTM;D-1557-00 (5 LAYERS - 25 BLOWS PER LAYER; 10 LS HAMMER DROPPED 18% 4'; DIAMETER MOLD) 08 OTHER DENSITY TESTS WHICH ALL ATTAIN EQUIVALENT RESULTS� & COMPACTION SHALL BE BY SHEEPSFOOT ROLLER, MULTY-WHEEL PNEUMATIC PRE ROLLER OR OTHER TYPES OF ACCEPTABLE ROLLER$. ROLLCRS SHALL BE OF SUCH DESIGN THAT THEY WILL BE ABLE TO COMPACT THE FILL TO THE SPECIFIED DENSITY, POLLING SHALL BE ACCOMPUSHED WHILE THE FILL MATERIAL I$ AT THE SPECIFIED MOISTURE CONTENT, ROLLING OF EACH LAYER SHALL BE CONTINUOUS OVER THE EN71RE AREA AND THE ROLLER SHALL MAKE SUFFICIENT TRIPS TO ENSURE THAT THE DESIRED DENSITY HAS BEEN ODTAINED� THE FINAL SURFACE IVE SLABS ON GRADE SHOULD BE ROLLED TO A DENSE, SMOOTH SURFACE. C THE OUTSADE OF ALL FILL SLOPES SHALL BE COMPACTED BY MEANS OF SHEEPFOOT ROLERS OR OTHER SUITABLE EQUIPMENT. COMPACTION OPERATIONS SHALL BE CONTINUED UN_nLL THE OUTER NINE INCHES OF THE SLOPE IS AT LEAST 90 PERCENT COMPACTED. COMPACTING OF THE SLOPE$ NAY BE PROGRESSIVELY IN INCREMENTS OF THREE FEET TO FIVE FEET OF FILL HEIGHT AS THE FILL IS BROUGHT TO GRADE, OR AFTER THE FILL IS BROUGHT TO ITS TOTAL HEIGHT, 7, MELD DENSITY TEST SHALL BE MADE BE THE SOILS ENGINEER OF THE COMPACMN OF EACH LAYER Or FILL. DENSITY TESTS SHALL BE MADE AT INTERVALS NOT TO EXCEED TWO FEET OF FILL HEIGHT PROVIDED ALL LAYERS ARE TESTED, WHERE THE SHEEPSFOOT ROLLERS ARE USED, THE SOIL MAY BE DISTURBED TO A DEPTH OF SEVERAL INCHES AND DENSITY READINGS SHALL BE , TAKEN IN THE COMPACTED MATERIAL BELOW THE DISTURBED SURFACE, WHEN THESE READINGS INDICATE THET THE DENSITY OF ANY LAYER OR PORTION THERE IS BELOW THR REQUIRED 90 PERCENT DENSITY, THE PARTICULAR LAYER OR PORTION SHALL BE REWORKED UNTIL THE REQUIRED DENSITY HAS BEEN OBTMNED� 8, THE SOILS ENCINEER SHAI-L REVIEW THE GRADING PLANS PRIOR TO GRADING. V INSPECTION 1, THE SOIL ENGINEER SHALL PROVIDE CONTINUOUS SUPERVISION Of' THE SITE CLEARING AND GRADING OPERATION $0 THAT HE CAN VERIFY THE GRADING WAS DONE IN ACCORDANCE WITH THE ACCEPTED PLANS AND SPECIFICATIONS. VI SEASONAL LIMITATIONS 1, NO FILL MATERIAL SHALL BE PLACED, SPREAD OR ROLLED DURING UNFAVORABLE WEATHER CONDITION& WHEN WORK IS INTERRUPTED BY HEAVY RAINS. FILL SHALL NOT BE RESUMED LINTILL THE FIELD TESTS BY THE SOILS ENGINEER INDICATE THE MOISTURE CONTENT AND DENSITY OF THE FILL ARE AS PREVIOUSLY SPEOREM VII EXPANSIVE SOIL CONDITIONS 1, WHENEWER EXPANSIVE SOIL CONDITIONS ARE ENCOUNTERED, THE MOISTURE CONTENT OF THE FILL OR RECOMPACTED SOIL SHALL BE AS RECOMMENDED IN THE EXPANSIVE SOIL RECOMMENDA'TIONS OF THE SOILS REPORT. 1, ALL CONCRETE MIX DESIGNS, CONFORMING TO COG SECTIONS 1904 & 1905, SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL BEFIORE ANY CONCRETE IS PLACED. ALL CONCRETE MIXES SHALL HAVE A MINIMUM CEMENT CONTENT OF &O SACKS OF CEMENT PER CUBIC YARD OF MIX, ALL CONCRETE MIXES SHALL BE CERTIFIED BY A CONCRETE TESTING LABORATORY AND SIGNED BY A CALIFORNIA REGISTERED CIVIL ENGINEER, 2. ALL CONCRETE SHALL HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 6500 PSI AND A 0.45 WATER -TO -CEMENT RATIO, 3. CONCRETE GROUT SHALL HAVE THE SAME COMPRESSIVE STRENGTH AS THE OTHER CONCRETE AND SHALL BE A SUITABLE MIX CONSISTING OF PEA GRAVE" SAND, CEMENT AND WATER. MAXIMUM SLUMP SHALL BE 5 INCHES, AN ZING ADMIXTURE MAY BE ADDED TO INCREASE THE SLUMP TO MAXIMUM 7,5 INCHES. GROUT UNDER STEEL COLUMN BASE PLATES SHALL BE "POR -ROK" OR `RVE STAR GROUT" OR APPROVED EQUAL. 4� CONCRETE SHALL BE DESIGNED FOR PERMEABILITY, STRENGTH, CHEMICAL STABILITY AND ABRASION RESISTANCE, APPROPRIATE FOR ITS APPLICATION, ONFORM TO ASTM C 150 TYPE I OR TYPE 11 MODIFIED, AND LOW ALKALY, CHEMICAL ADMIXTURES SHALL CONFORM TO ASTM 0 *94. CHEMICALS DESIGNED TO LIMIT CORROSION OF INTERNAL REINFORCING MAY BE USED, AIR ENTRAINMENT ADMIXTURES SHALL CONFORM TO ASTM 0 260� COARSE AND FINE AGGREGATE SHALL CONFORM TO ASTM C M, AND ASTM C 330 WERE LIGHTWEIGHT AGGREGATES ARE USED, UCHTWEIGHT AGGREGATE. IF USED, SHALL CONSIST OF EXPANDED AND COATED SHALE OR EQUIVALENT MATERIAL, OF DURABILITY TO PROVIDE CONCRETE OF THE REQUIRED STRENGTH� 8. CONCRETE TEST SAMPLES SHALL BE TAKEN IN ACCORDANCE WITH A.S,T.M, AND CGO STANDARD$. RESULTS OF THE 7 & 28 DAY TESTS SHALL RE SUBMITTED TO THE ENGINEER FOR HIS RECORDS. SLUMP TESTS ARE REGUIRED FOR ALL TEST 6, SIDES OF FOOTING PAD$ MAY BE POURED ACAiNST STABLE EAATH� 7. SLURRY CONCRETE, WHERE SPECIFIED OR USED, SHALL HAVE A MINIMUM CEMENT CONTENT OF 145 SACKS OF CEMENT PER CUBIC YARD OF MIX, 8, SEE ARCHITECTURAL NOTES FOR COLORED OR TEXTURED CONCRETE. 9. CONCRETE FORM WORK TOLERANCES SHALL BE IN ACCORDANCE NTH OBC AND A,C.L STANDARDS. 10, ALL STEEL REINFORCING, ANCHOR BOLTS, DOWELS AND OTHER INSERTS SHALL BE SECURED IN POSITION AND INSPECTED BY THE LOCAL BUILDING DEPARTMENT INSPECTOR, PRIOR TO THE PLACING OF ANY CONCRETE, 11, ALL NECESSARY BRACES, STRONGBACX$, PICK-UP INSERTS, BOLTS, ETC,, FOR PRECAST CONCRETE PANELS SHALL BE DESGNEO BY MERS FOR SAFE ERECTION OF THE PANELS, 12. NO CALCIUM CHLORIDE SHALL NOT BE USED IN ANY CONCRETE. 13. ALL CONCRETE TO BE CURED FOR A MINIMUM OF 3 DAYS BY A METHOD ACCEPTABLE TO THE ENGINEER, FORMS MAY BE STRIPPED ONLY AFTER THE CONCRETE HAS ATTAINED MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, 14. CHAMFER EXPOSED CORNERS ,X�� U,N�O. REINFORCING STEEL L FOR STRUCTURES EXPOSED TO SALT WATER SPLASH OR IMMERSION, REBAR REINFORCEMENT ,, SHALL CONFORM TO ASTM A 705, UNLESS NOTED OTHRWSE ON DETAILS, AND SHALL BE A 934, AFTER SENDING OF THE REBARS, WELDED WIRE MESH SHALL CONFORM TO ASTM A 185 AND SHALL BE EPDXY COATED CONFORMING TO ASTM A 884i WITH ALL VISIBLE DEFECTS AND CUT ENDS REPAIR COATED, WIRES USED TO 'TIE REINFORCING STEEL SHALL RE EITHER EPDXY COATED MEL, OR, A 316 STAINLESS STEEL 2, REINFORCEMENT MARKED CONTINUOUS MAY BE SPUM BY LAPPING 42 BAR DIAMETER$ IN CONCRETE AND 48 BAR DIAMETERS IN MASONRY NTH 24 INCK MINIMUM LAP IN EACH CASE, UNLESS NOTED OTHERWISE ON PLANS. ALL SPLICES WEN DETAILED SHAI I BE LOCATED WHERE SHOW ON PLANS, 3, REINFORCING STEEL SHALL BE ACCURATELY PLACED AND SECURED IN POSITION WITH METAL OR CONCRETE BLOCKS, CHAIRS, SPACERS, ETC,, AND WIRE TIES BEFORE PLACING ANY CONCRETE 4, ADOMONAL REINFORCING REWIRED FOR ERECTION OF PRECAST CONCRETE PANELS SHALL BE ADDED PER THE CONTRACTOR'S DETAILS, 5, MINIMUM CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS, UNLESS NOTED OTHEROSL A) CONCRETE BELOW GRADE OR IN CONTACT WITH WL: WEN CAST AGAINST EARTH 3", WEN FORMED 20, 8) WALLS ABOVE GRADE. EXTERIOR FACE W� INTERIOR, FACE 1', C) PRECAST CONCRETE ELEMENTS� AS DETAILED, 0) CONCRETE SLAB ON GRADEz REINFORCING STEEL AT CENTER OF SLAB, UNLESS NOTED OTHERWISE, 6, REINFORCEMENT DETMUNG SHALL BE IN ACCORDANCE WITH COG SECTION 1907, 7, ALL TIE WIRES SHALL BE MINIMUM 16 GAUGE, BLACK ANNEALED, CONFORMING TO A4TA, A82, 8, ALL REINFORCING BARS SHALL BE FREE OF ROT, GREASE OR OT14ER MATERIAL LIKELY TO IMPAIR BONOINGA 9, ALL BENDS IN REINFORCING SHALL BE COLD BENDS, STEEL 1. STRUCTURAL STEEL SHAPE$ SHALL CONFORM TO A,S,T.M. A572 GRADE 50 OR A992 NTH Fv � 50 I<% 9j___1j___AUxff*=_` A,B� ­,­ ..... ANCHOR SOLT ON - .... __ .... DOWN A,C, ­_­_ ASPHALT CONCRETE DIP .... ____ DEEP A/C ............ AIR CONDITIONING D.S. ____ DOWNSPOUT A,C.P, ,___ ASPHALT CONCRETE PAVING DWG5 .......... DRAWNC$ ADDL ........ - A00111ONAt, (E) ... ____ EXISTING ASY . ......... ABOVE FININSH FLOOR EA __ .......... EACH ALUM .......... ALUMINUM E,F . ......... __ EACH FACE ALT ............ ALTERNATE ELEC ....... � .... ELECTRICAL ANOD ...... _ ANODIZED EUEV .... __ .... ELEVATION ARCHT ........ ARCHITECTURAL EMSED ........ EMBEDMENT, EMBEDDED 8.81 ____ BOTTOM OF BEAM EA . .......... _ EDGE NAILING BET ­­ ........ BETWEEN EQ ___ .... ­_ EQUAL BLDG __ ...... � WILDING E,S . ............. EACH SIDE SLKO __ ... _� BLOCKING E,W . ............. EACH WAY BM ........ __ SEAM EXIST �; ......... EXISTING BA, ­___ BOUNDARY NAIUNG EXP ____ EXPANSION SOT ......... I", BOTTOM EXT __­­ EXTERIOR 8,W, ,_ ... � .... BOTTOM OF WALL F�D. -11K-1-1 FLOM DRAIN C ­ ... � .......... CHANNEL FON ...... _ .... FOUNDATION CANT ___, CANTILEVER F.F� ...... � ... � ... FINISH FLOOR C.0 . ...... � ...... - CENTER OF GRAVITY F�O, _ . . ..... �FINJSH GRADE C�J . ....... � ...... � CONSTRUCTION JOINT OR FIN COMPACT SOIL. TO THE REQUIRED RELATIVE DENSITIES PER ASTM 155-91, DO NOT Ts 1_1_111.11- COUNG ,JOIST .......... __RN15H F�J FLOORJOIST CL .............. _ CENTER LINE . .............. IrLG FLANGE CLO .... � ... � .... � CEILING .............. REQUIRED cLR _ .......... CLEAR " _._ ..... FLOOR C,M,U . ....... �, CONCRETE MASONRY UNIT F,0,C ... ___FACE OF CONCRETE COL. ..... - ..... COLUMN F,O,M� __ .... FACE Or MA$MRY CQM,PO .1,1111, COMPOSITION F,O,S, _ ....... PACE OF STUD GONG __ .... CONCRETE Fx � ...... � ..... FELD NAILING CONN ____ CONNECTION F,S, - ........... FAR SIDE CONT 4__ .... CONTINUOUS FT ..... ___ ... FEET OR FOOT CONST ... __ CONSTRUCTION FTC � ............ FOOTNG CORR ___. CORRIDOR GAIV ........... GALVANIZED CTR ... ___, CENTER CA ,� ...... � ...... CAUGE DOL I ........ __ DOUSLE G1 ___ ... _ GALVANIZED IRON DET ... � .... � .... DETAIL OLB ­ ......... �GLU-LAM BEAM OF - ............ DOUGLAS FIR CUP _ ... ..­., GLU-LAM PURLIN DY . ...... � ..... DRINKING FOUNTAIN Gyp EID __._OYPSQM BOARD DIAG ___ .... DIAGONAL HDA .... - ... __ HEADER VIAPH - .... _ DIAPHRA43M HGA � ......... _ HANGER DIA ______ DIAMETER HK . ..... __ ..... HOOK DIM _ ...... __ DIMENSION HORIZ ....... _ HORIZONTAL W.W.F . ....... _WLOEO WRE FABRIC H,R _____HIGH POINT W= mr-Ayz wMPA4.11014 EWIPMEW WHIM ev r1ml Mr. qv&AMCAV� 9, ON SITE BROKEN CONCRETE & AC PAYING MAY at USED AS FILL PROMDED IT DOES NOT EXCUO 6 INCHES IN SZE & IS NOT STACKED, LAYERED OR PLACED ABOVE ELEVATION +70 & IS APPROVED BY THE GEOTECHNICAL ENGINEER, CONCLUSIONS AND REOMMENDATIONS - PER SOILS REPORTv FROM A SOILS ENGINEERING AND ENGINEERING GEOLOGIC POINT OF MEW, THE SUBJECT PROPERTY IS CONSIDERED SUITA13LE FOR THE PROPOSED CONSTRUCTION PROVIDED THE CONCLUSIONS .AND RECOMMENDAVONS IN THE SUPPLEMENTAL OEOTECHNICAL RECOMMENDATIONS PRINTED ON SHEET 5 -OA ARE INCORPORATED INTO THE DESIGN AND PROJECT SPEOPCATIONS, EROSION CONTROL NOTES I� TEMPORARY EROSION CONTROL DEVICES SHALL BE INSTALLED TO THE SATISFACTION OF THE INSPECTM 'THEY SHALL BE RELOCATED OR MODIFIED AS AND WHEN THE INSPECTOR 50 DIRECTS, AS THE WORK PROGKSSES� 2� ALL LOOSE SOIL AND DEBRIS SHALL BE REMOVED FROM THE STREET AREAS UPON STARTING, OPERATIONS AND PERIODICALLY THEREAFTER AS 011RECTED BY THE INSPECTOR, 3, WHEN THE INSPECTOR SO DIRECTS, A 12 -INCH SERM SHALL BE MAINTAINED ALONG THE TOP OF THE SLOPE OF THOSE FILLS ON WHICH GRADING IS NOT IN PROGRESS, 4� STAND-BY CREWS SHALL BE ALERTED BY THE OWNER OR CONTRACTOR FOR GEN IG RAINSTORMS, & EXCEPT WHEN THE INSPECTOR DIRECTS OTHEROSE. ALL DEVICES REQUIRED SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN RAIN IN FORECAST, AND SHALL BE MAINTAINED DURING THE RAINY SEASON (OCTOBER 15 TO APRIL 15). 6. SANDBAGS SHALL BE STOCKPILED ON SITE, READY TO BE PLACED IN POSITION WHEN RAIN IS IN FORECAST, OR WHEN THE INSPECTOR SO DIRECTS, PLEASE SEE DETAILS N&P ON DRAWING S-1, 7. PROVIDE A PLAS'nC COVER OVER GRADED SLOPES, PLACE SANDBAGS ON TOP OF PLASTIC TO PREVENT THE PLASTIC COVER FROM .MOVING, AND AS DIRECTED BY THE INSPECTOR, NAILING AND FASTENERS 1. ALL NAILS AND rASTENERS SHALL BE CORROSION RESISTANT MEETING ASTM A153 CLASS D, HOT DIP GALVANIZED AND BE ACRYLIC ADHESIVE OR THERMAL PLASTIC RESIN LATEX ADHESIVE COATED. 2� ALL NAILS SHALL BE 16d (0.14,8" DIAMETER) HEUCAL THREAD NAILS, NTH MINIMUM BENDING YIELD STRENGTH OF F" - 90,000 PSI, UN,O. 3, NAILING OTHER THAN ROOF OR FLOOR DIAPHRAGM SHOWN ON THE DRAWINGS SHALL BE IN ACCORDANCE NTH TABLE 2304,9.1 OF THE C8C. 4, NAILS FOR ROOF AND FLOOR SHEATHING SHALL HAW A MIN OF IV' PENETRATION INTO THE FRAMING MEMBERS. 5, ALL HARDWARE SHALL 85 CORROS40N-RESI$TANT COMPLYING NTH HDG GI$5 FINISH AND BE MANUFACTORED BY "SIMPSON STRONO-TIE CO,, INC," (OR ND SHALL HAVE A VALID I= NUMBER ON THE PRODUCT. ANY DEVIAnON FROM THE APPROVED PRODUCTS MUST BE APPROVED BY THE BUILDING DEPARTMENT, NOT BY THE FIELD INSPECTOR, 6, ALL HARDWARE SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. BLIND NAILING SHALL NOT BE ACCEPTABLE AND ALL BE REJECTED. 7, WERE MECHANICAL OR ADHESIVE ANCHORS/DOWELS ARE INDICATED ON DRAWINGS� A) MECHANICAL ANCHORS SHALL BE HILTI KWIX BOLT KB -TZ AND BE INSTALLED IN ACCORDANCE WITH ICC ESR -1917 S R ALL BE HILTI "HIT -RE 500 -SID" ADHESIVE AND BE INSTALLED IN ACCORDANCE 'NTH = ESR -2322. C HOLES SHALL BE DRILLED NTH NOWREUAR-CUTTING DRILL SITS. 0 CONTINUOUS INSPECTION IS REQUIRED FOR THE INSTALLATION OF THE ALL ANCHORS/DOWELS BY A REGISTERED SPECIAL INSPECTOR APPROVED By THE BUILDING DEPARTMENT. THE INSPECTOR SHALL VERIFY THE INSTALLATION OF ANCHORS/00WELS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS INCLUDING CLEANLINESS OF DRILL HOLES AND PROPER EMBEDMENT. E) UNLESS NOTED OTHERWISE ON THE DRAWINGS, USE MINIMUM %" DIAMETER AT 24" ON CENTER WITH A MINIMUM OF S" EMBEDMENT, TRULINE PILE WALL INSTALLATIOk PROCEDURES & NOTES 1, INSTALLATION PROPI-OM HT ............... HEIGHT 2, STEEL PIPE COLUMNS AND OTHER STEEL PIPE STRUCTURAL MEMBERS SHALL CONFORM BACKFILLING & COMPACTION 140TES 3. TO A.S.T.M. A53, GRADE B, STRUCTURAL MEL TUBING SHALL CONFORM TO A,S,T,M, A500, GRADE B, Fy - 46 K% 1, ALL SAWILL SHALL CONFORM TO THE SOILS ENGINEER'S REPORT AND 4, ALL BOLTS SHALL CONFORM TO A,S,T,M, A307, UNLESS NOTED OTHERWISE. WHERE HIGH 'STRENGTH A/48 TOP OF BEAM RECOMMENDATIONS, ......... - HEATING/VENTILATING & (H.S.) BOLTS ARE SPECIFIED, THEY SHALL BE MINIMUM DIAMETER AND 2, UTILITY TRENCH BACKFtLL AND ANY OTHER BACKFILL MUST BE MECHANICALLY TAPERED GIRDER CONFORM TO A.S.T.M. A325 SO CLASS A UNLESS NOTED OTHERWISE ON THE PLAN& AAR COND�MONINO COMPACTED, JETTING AND FLOODING SHALL NOT BE PERMITTED, FACE THE INSTALLATION OF H,S, BMTS SHALL BE INSPECTED BY A REGISTERED DEPUTY 3, WHERE WALLS ARE SACKFILLED ON ONE SIDE ONLY, PROVIDE SHORING OR OTHER � ...... NOA INSPECTOR APPROVED BY THE BUILDING DEPARTMENT, PIPE COLUMN APPROVED MEANS OF LATERAL SUPPORT UNTIL RESSIING ELEMENTS ARE ALL IN 5. ALL BOLTS HOLES IN STEEL MEMBERS SHALL BE STANDARD HOLES, U.N.O. ___-, INFORMATION PLACE AND HAVE ATTAINED THEIR REQUIRED STRENGTHS, RESISTING ELEMENTS 6, STRUCTURAL STEEL `NELSON� STUDS SHALL BE MANUFACTURED FROM C1015, C1017 THROUGH SHALL BE CONCRETE SLABS OR OTHER PERMANENT BUILDING COMPONENTS, _ ... INTERIOR AND C1020 C= DRAWN STEEL CONFORMING TO A.S.T.M. A108 -58T. 4. UNLESS NOTED OTHERWISE IN THE SOILS REPORT, ALL FILLS SHALL BE TOP OF LEDGER J,B . ............. JOIST BEARING COMPACTED TO A MINIMUM OF 90% OF MAXIMUM DENSITY IN ACCORDANCE 7, LIGHT GAUGE STEEL MEMBERS SHALL CONFORM TO A,S.T,M, STANDARDS AS FOLLOW& TOP OF NAILER WITH THE REQUIREMENTS OF THE C8C APPENDIX SECTION 3313, ,� ........ _ JOIST GIRDER A) FOR IS GA. THICK AND LIGHTER STEEL ; A446, GRADE A (GALVANIZED) OR A570, 5, FILTER CLOTH SHALL BE MIRAFI 14CN-SERIES NONWOVEN POLYPROPYLENE GEOTEXTILE OF GRADE 33 OR A611, GRADE C - ALL HAVING MINIMUM OF 33 KS YOLD STRENGTH. ........... - JOIST AS MANUFACTURED BY "TC MIRAR COMPANY" AND SHALL BE MINIMUM 20 'MOE AND PLYWOOD B) FOR 16 GA, THICK AND HEAVIER STEEL � A446, GRADE D (GALVANIZED) OR A570, TOP OF PARAPET/PANEL BE PLACED (A THE INSIDE FACE OF THE BULKHEAD EXTENDED EQUALLY FROM THE __.__ JOIN� ADE 50 - ALL HAVING MINIMUM OF 50 K$1 YEfLO STRENGTH. POUNDS PER SQUARE FOOT JOINT TO (2,0') BELOW THE FINAL MUOUNE FOR THE ENTIRE HEIGHT OF THE BULKHEAD, 8, FABRICATION AND ERECTION SHALL CONFORM TO THE 13th EDITION OF A,LS,C� 6, COMPACTION REPORT MUST BE SUBMITTED TO AND BE APPROVED BY THE BUILDING PSI ___ .... ., SPECIFICATIONS. , _-.1-1, TOT DEPARTMENT BEFORE FOUNDATION INSPECTION, 9. ALL HOLES FOR BOLTS IN STRUCTURAL STEEL SHALL BE DRILLED OR PUNCHED, 7, A FINAL SOIL REPORT OF COMPACTION & APPROVAL SHALL BE PREPARED BY .............. TRANSF BURNING OF HOLES SHALL NOT BE PERMITTED. LAT THE PROJECT GEOTECHNICAL ENGINEER & SUBMITTED FOR BUILDING DEPARTMENT R,O . ............. ROOF DRAIN __ ... TRANSV ,_ ... REVIEW AT T�E COMPLETION OF THE PROJECT, 10� ALL STEEL SHALL BE STAINLESS, HOT DIP GALVANIZED OR EPDXY COATED. 8� COMPACT SOIL. TO THE REQUIRED RELATIVE DENSITIES PER ASTM 155-91, DO NOT Ts 1_1_111.11- TUBE STEEL W= mr-Ayz wMPA4.11014 EWIPMEW WHIM ev r1ml Mr. qv&AMCAV� 9, ON SITE BROKEN CONCRETE & AC PAYING MAY at USED AS FILL PROMDED IT DOES NOT EXCUO 6 INCHES IN SZE & IS NOT STACKED, LAYERED OR PLACED ABOVE ELEVATION +70 & IS APPROVED BY THE GEOTECHNICAL ENGINEER, CONCLUSIONS AND REOMMENDATIONS - PER SOILS REPORTv FROM A SOILS ENGINEERING AND ENGINEERING GEOLOGIC POINT OF MEW, THE SUBJECT PROPERTY IS CONSIDERED SUITA13LE FOR THE PROPOSED CONSTRUCTION PROVIDED THE CONCLUSIONS .AND RECOMMENDAVONS IN THE SUPPLEMENTAL OEOTECHNICAL RECOMMENDATIONS PRINTED ON SHEET 5 -OA ARE INCORPORATED INTO THE DESIGN AND PROJECT SPEOPCATIONS, EROSION CONTROL NOTES I� TEMPORARY EROSION CONTROL DEVICES SHALL BE INSTALLED TO THE SATISFACTION OF THE INSPECTM 'THEY SHALL BE RELOCATED OR MODIFIED AS AND WHEN THE INSPECTOR 50 DIRECTS, AS THE WORK PROGKSSES� 2� ALL LOOSE SOIL AND DEBRIS SHALL BE REMOVED FROM THE STREET AREAS UPON STARTING, OPERATIONS AND PERIODICALLY THEREAFTER AS 011RECTED BY THE INSPECTOR, 3, WHEN THE INSPECTOR SO DIRECTS, A 12 -INCH SERM SHALL BE MAINTAINED ALONG THE TOP OF THE SLOPE OF THOSE FILLS ON WHICH GRADING IS NOT IN PROGRESS, 4� STAND-BY CREWS SHALL BE ALERTED BY THE OWNER OR CONTRACTOR FOR GEN IG RAINSTORMS, & EXCEPT WHEN THE INSPECTOR DIRECTS OTHEROSE. ALL DEVICES REQUIRED SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN RAIN IN FORECAST, AND SHALL BE MAINTAINED DURING THE RAINY SEASON (OCTOBER 15 TO APRIL 15). 6. SANDBAGS SHALL BE STOCKPILED ON SITE, READY TO BE PLACED IN POSITION WHEN RAIN IS IN FORECAST, OR WHEN THE INSPECTOR SO DIRECTS, PLEASE SEE DETAILS N&P ON DRAWING S-1, 7. PROVIDE A PLAS'nC COVER OVER GRADED SLOPES, PLACE SANDBAGS ON TOP OF PLASTIC TO PREVENT THE PLASTIC COVER FROM .MOVING, AND AS DIRECTED BY THE INSPECTOR, NAILING AND FASTENERS 1. ALL NAILS AND rASTENERS SHALL BE CORROSION RESISTANT MEETING ASTM A153 CLASS D, HOT DIP GALVANIZED AND BE ACRYLIC ADHESIVE OR THERMAL PLASTIC RESIN LATEX ADHESIVE COATED. 2� ALL NAILS SHALL BE 16d (0.14,8" DIAMETER) HEUCAL THREAD NAILS, NTH MINIMUM BENDING YIELD STRENGTH OF F" - 90,000 PSI, UN,O. 3, NAILING OTHER THAN ROOF OR FLOOR DIAPHRAGM SHOWN ON THE DRAWINGS SHALL BE IN ACCORDANCE NTH TABLE 2304,9.1 OF THE C8C. 4, NAILS FOR ROOF AND FLOOR SHEATHING SHALL HAW A MIN OF IV' PENETRATION INTO THE FRAMING MEMBERS. 5, ALL HARDWARE SHALL 85 CORROS40N-RESI$TANT COMPLYING NTH HDG GI$5 FINISH AND BE MANUFACTORED BY "SIMPSON STRONO-TIE CO,, INC," (OR ND SHALL HAVE A VALID I= NUMBER ON THE PRODUCT. ANY DEVIAnON FROM THE APPROVED PRODUCTS MUST BE APPROVED BY THE BUILDING DEPARTMENT, NOT BY THE FIELD INSPECTOR, 6, ALL HARDWARE SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. BLIND NAILING SHALL NOT BE ACCEPTABLE AND ALL BE REJECTED. 7, WERE MECHANICAL OR ADHESIVE ANCHORS/DOWELS ARE INDICATED ON DRAWINGS� A) MECHANICAL ANCHORS SHALL BE HILTI KWIX BOLT KB -TZ AND BE INSTALLED IN ACCORDANCE WITH ICC ESR -1917 S R ALL BE HILTI "HIT -RE 500 -SID" ADHESIVE AND BE INSTALLED IN ACCORDANCE 'NTH = ESR -2322. C HOLES SHALL BE DRILLED NTH NOWREUAR-CUTTING DRILL SITS. 0 CONTINUOUS INSPECTION IS REQUIRED FOR THE INSTALLATION OF THE ALL ANCHORS/DOWELS BY A REGISTERED SPECIAL INSPECTOR APPROVED By THE BUILDING DEPARTMENT. THE INSPECTOR SHALL VERIFY THE INSTALLATION OF ANCHORS/00WELS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS INCLUDING CLEANLINESS OF DRILL HOLES AND PROPER EMBEDMENT. E) UNLESS NOTED OTHERWISE ON THE DRAWINGS, USE MINIMUM %" DIAMETER AT 24" ON CENTER WITH A MINIMUM OF S" EMBEDMENT, TRULINE PILE WALL INSTALLATIOk PROCEDURES & NOTES 1, INSTALLATION PROPI-OM HT ............... HEIGHT OFF �_ ... __ OFFICE T,F, __ .... � ... TOP OF FOOTIINK; H'S . ............. HIGH Slrmr4 , m OPNG _ ... _.�OPENINC ,,,� � �� . ,-,m : ` T,9 . ............ � TOP OF BEAM HVAC ......... - HEATING/VENTILATING & OPP 140 _-OPPOStTE HAND T( .. ............... TAPERED GIRDER gw, 115 16 AAR COND�MONINO O,SA ___-OUTSIDE FACE T.0 TOP OF GIRDER IN ......... � ...... NOA P.C, '..".I.-.1 PIPE COLUMN . .......... _ THK THICK INFO ___-, INFORMATION PEN ____ ... PENETRATION ......... � ... THRU THROUGH INT ........ _ ... INTERIOR PL __ ....... � .... � PLATE OR PROPERTY LINE ,,,.,,,-,. T,L, � ........ TOP OF LEDGER J,B . ............. JOIST BEARING ,_ ! w , _­ LN, TOP OF NAILER J�G, ,� ........ _ JOIST GIRDER PILAS ,,,..,,,,. PILASTER ____ .... TIO OF JIST ........... - JOIST RLYWD ... ..... PLYWOOD . ....... _,"'TOP T,O�P� ... ___ TOP OF PARAPET/PANEL JIT __.__ JOIN� PSF ... � ..... � ... POUNDS PER SQUARE FOOT T O'S, TOP OF STEEL K,O� .... __ .... - KNOCK OUT PSI ___ .... ., POUNDS PER SQUARE INCH , _-.1-1, TOT TOTAL L ......... � .... _ ANGLE P,T, ,_ ..... _, PRESURE TREATED .............. TRANSF TRANSFER LAT __ ........ LATERAL R,O . ............. ROOF DRAIN __ ... TRANSV ,_ ... TRANSVERSE WR ........ � .... LEDGER RESAR .___REIWORCIN(; BAR Ts 1_1_111.11- TUBE STEEL LO ......... � .... �LONG R,B . . ........... ROOF BEAM T�S . ..... � ....... TOP OF$LAS LLH .............. LONG LEG HORIZONTAL REOD - ........ � REQUIRED T,W . ............. TOP OF WALL LLV .... � ......... LONG LEG 'OPTICAL KINF .......... REINFORCING TYP � ............ TYPICAL LONCIT .... __ LONGITUDWAL REF ...... � .... - REFERENCE U�N�O, __ .... �UNLESS NOTED OTHERWSZ �,P . ........ � ... � LOW POtNr REV ......... � ... REVISION WRT _...._.. VERTICAL LT ___ ....... LIGHT R,J . ......... __ ROOF JOIST V,I,F, __ .... - VERIFY IN FIELD MATL .......... MATERIAL AM .............. ROOM W/ _1111, .... _WTH MAX ... � ........ MAXIMUM R,O, __ ... � .... ROUGH OPENING wo _111_11-, WOOD M�9, _ ..... _ MACHINE SOLT SCH --l", ..... SCHEDULE W _ ....... ___ WIDE FLANGE MATL ... ­­_ MATERIAL SECT .......... 4 SECTION , W10 .... __ .... WITHOUT MAX ........... . MAXIMUM SHTG _­­­ SHEATHING W,P . ..... _____W0RX PaNT M,8, .._ ....... MACHINE SOLT SHT ...... � ...... SHEET WA . ..... __.-WATER RESISTANT MECH � ... _­ MECHANICAL SIM .............. SIMILAR WT ____ .... WVGHT MEZZ ____ mca-ANINE S�J . ...... � ........ SAWCUT JOINT W.W.F . ....... _WLOEO WRE FABRIC MFD _....,_.., MANUFACTURED SP. .� ....... _-SPUCE, POINT X ...... _ ........ EXTRA STRfYqG MFR .,.__,_ MANUFACTURER SPA ........ _.-SPACING XX ............... DOUBLE EXTRA STROOG MIN ............ 11MINIMUM SPECS .,.,.-., SPECIFICATIONS MISC - ... � ...... MISCELLANEOUS SO __ ......... SQUARE M.F.0, - ........ METAL FRAMED OPENING STAGG .......... � STAGGERED MLB ­­ ... .... MiCROLLM BEAM STO .......... - ... STANDARD M.PM� ....... _MILES PER HOUR STIFF ........ ­ STIFFENER MTL ... � ......... METAL STL ""I'll",_ STEEL SYFASOLS (N) - .... __ ... NEW S,S� _ ..... � .... SELECT STRUCTURAL N,I,C . ........ _ NOT IN CONTRACT STRUCT ,....,. STRUCTURAL 0 ....... ___ AT No . ..... _ ..... NUMBER SYM 111111-111-SYMETRCAL 1.1-11-11-11 CENTER UNE N�S. I __1 ___NELSON STUO OR NEAR SIDE T & 8 ......... TOP & BOTTOM 1-1-1.111111 DIAMETER N,T,S. � .... ­_ NOT TO SCALE T&C � ...... - TONGUE & (MROVEE ,.­­.­,­, PLATE OR PROPERTY LINE 04. ,_ ... __ ON CEN, TER TEMP ___. TEMPERED I - ............ STEP IN FOOTING 1, INSTALL TRUUNE PILES TO THE REQUIRED TIP ELEVATION IN MAXIMUM 6 FEET LON43 SECTIONS ALONG THE LENGTH OF CONSTRUCTION BY USING WATER JETS, AIR JETS OR VIBRATORY HAMMER, FOLLOW CONSTRUCTION SEQUENCE ON DETAIL V/S-2. PLACE 6000 PSI CONCRETE IN ALL PILES FROM BOTTOM UP. CONTINUE PLACEMENT OF CONCRETE UNTIL THE SHAFT IS COMPLETELY FILLED UP TO THE BOTTOM OF ,,'� GRADE BEAM, PLACE REINFORCEMENT AS SHOWN ON SHEET S-2. CONSTRUCT j 1� CONTINUOUS PILE CAP ATOP TRULINE PILES AS SHOWN ON SHEET S-2, '.., 2, SINCE NO TIE -RODS WERE ENCOUNTERED DURING THE SITE VISIT AT THE TIME OF COLLAPOE OF THE BUiLDINC SLAB, MOST UKELY TIE-ROOS AT SEAWALL 00 NOT EXIST AT ALI-. CONTRACTOR SHALL VERIFY THE EXISTANCE OF TIE -RODS AT THE REMAINING SECTION OF THE SEAWALL, WHERE THE BUILDING SLAB IS IN TAKT. IF ITE-ROOS ARE ENCOUNTERED, THE ENGINEER OF RECORD SHALL BE NOTIFIED IMMEDIATELY FOR INSTRUCTIONS, 3, W4ERE CALLED OUT ON THE ORANNGS. TRULINE PILES SHALL BE MANUFACTURED IN THE MANUFACTURING PLANT OF FORMT5CH ENTERPRISES, INC. LOCATED AT 126 BEN BURTON CIRCLE IN BOGART, GEORGIA, 30622 U,S,k, AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACT`URER'E RECOMMENDATIONS AND SPECIFICATIONS, A I I I 11,�Ll � _c_ _.. _7 �k - 09-zmioldl It I - * �_ � t.? 1, LICENSED SURVEYOR TO PROVIDE MONITORING OF TPULINE PILE WALL AND IMPROVEMENTS ON ADJACENT PROPERTIES AND SUBMIT RESULTS WITH A REPORT TO THE DESIGN ENGINEER AND TO THE BUILDING INSPECTOR ON A DAILY BASIS DURING THE EXCAVATION A140 WEEKLY BASIS THEREAFTER. WERE DIEWATERING IS REQUIRED, MONITORING SHALL CONTINUE UNTIL DEWATERNG IS STOPPED. 1 CONTRACTOR SHALL NOTIFY ADJACENT PROPERTY OWNERS BY CERTIFIED MAIL 10 DAYS PRIOR TO STARTING THE CONSTRUCTION OF TRULINE PILE WALLS, 3, CONTINUOUS SPECIAL INSPECTION BY A CITY -LICENSED DEPUTY INSPECTOR IS REQUIRED DURING THE CONSTRUCTION OF TRULINE PILE WALLS, 4, A PRE -CONSTRUCTION MEETING BETWEEN THE ENGINEER OF RECORD, SOILS ENGINEER. TRUUNE PILE WALL SUBCONTRACTOR, GENERAL CONTRACTOR AND CITY INSPECTOR SHALL TAKE PLACE PRIOR TO START OF CONSTRUCTION FOR THE PURPOSE OF PROCEOUAL REVIEW, PILES LAYOUT AND UTIUTY IDENTIFICATIONACCATION, CONCRETE REPAIR AMR THE REINFORCING OF THE EXISTING SEAWALL IS COMPLETED IN COMPLIANCE WTH THE REQUIREMENTS AS SHOWN ON THIS SET OF DRAWINGS, IT IS RECOMMENDED THAT THE OWNER SHALL HIRE A COMPANY SPECIALIZING IN STRUCTURAL PRESERVATION TO FIX THE CURRENT CRACKS, WHERE OCCUR. AT THE EXISTING CONCRETE WALL. - RECEIVED 5,0�� - ­i� �_O,jq Reoion APR 8 zolo r� �',',`-'Ii��e,'A'MA , i I- ­C)A-'�"YA� (�OMMISSION California Coastal Con issioll South Coa P e � z : 11 i� " 4' , APPROVIi , 71'i, . . ­ ­ - - - - � " Date: ------- I J_,i J_ - t PERIODIC (NON -CONTINUOUS) OR CONTINUOUS SPECIAL INSPECTION BY A CITY CER,nnEO DEPUTY INSPECTOR is Rtoumm FOR THE Fa_Loww� A) SITE CONCRETE WORK (COPING & ANCHOR BEAM) : .......... NON -CONTINUOUS, 8 INSPECT SHEET PILE FOR LENGTH & DAMAGE - ..__ ....... NON -CONTINUOUS, C) ' ; TRUUNE PILE WALL CONSTRUCTION ! .............. � ......... .,_._._NON-CONTFNUOUS. � "� I , "A" I _1� "I Z CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR THE INSTALLATION OF ANCHOR BOLTS, ADHESIVE ANCHOR BOLTS. ADHESIVE DOWELS AND MECHANICAL ANCHORS IN ALL CONCRETE AND MASONRY WORKS. I SPECIAL INSPECTIONS SHALL BE DONE BY ONE OR MORE REGISTERED DEPUTY (SPECIAL) INSPECTORS, APPROVED 13Y THE BUILDING DEPARTMENT ONLY, HIRED R� 4 SITE VISITS CONDUCTED BY THE ENGINEER ARE MERELY FOR OBSERVATION PURPOSE ONLY AND 00 NOT CONSTITUTE AN INSPEC11ON, 5. TWO (2) PROPERLY COMPLETED AND SIGNED COPIES OF THE SPECIAt INSPECTION AGREEMENT MUST BE SUBMITTED TO THE PERMIT SERVICES DIVISION PRIOR TO ISSUANCE OF THE PERMIT, 6� AS A MINNUM, THE DEPTH OF THE SEAWALL EMBEDMENT INTO THE GROUND SHALL BE AS SHOWN ON ELEVATIONS ON (5-1) AND MUST BE ACCURATELY MEASURED BY THE DEPUTY INSPECTOR. A COPY OF THE MEASUREMENT MUST BE SUBMITTED TO THE CITY & THE ENGINEER OF RECORD, 7- SPECIAL INSPECTION FOR ALL NEW CONCRETE CONSTRUCTION, INCLUDING REINFORCING STEEL, IS REQUIRED, VICINITY MAP SCOPE OF WORKv TO REINFORCE THE EXISTING SEAWALL, BY CONSTRUCTING TRUUNE PILE WALLS ON THE LAND SIDE OF THE SEAWALL AND ALONG BOTH PROPERTY LINES PERPENDICULAR TO THE SEAWALL AS SHOWN ON SHEET $-I, I 41kj1*]& gr 141 1 I q ol 4 dz :� AFTER THOROUGHLY EXAMINING THE CONSTRUCTION DOCUMENTS AND THE SITIE� t NOTIFY THE ARCHITECT AND/OR THE ENGINEER IN WTING, REGARDING ALL UIRING CLARIFICATION, PRIOR TO THE �810 SUBMITTAL". 2. IF THE ARCHITECT AND/OR THE ENGINEER IS NOT NOTIFIED, AS REQUIRED PER ITEM, #1 ABOVE, IT SHALL MEAN THAT THE CONTRACTOR HAS CONSIDERED ADEQUATE CONTINGENCY IN HIS BID TO COVER ALL COSTS TO COMPLY WITH THE MOST STRINGENT CONDITIONS, 3, THE CONTRACTOR SHALL NOT BE ENTITLED TO ANY ADDITIONAL COMPENSATION FOR ANY DISCREPANCY DISCOVERED AFTER THE "CLOSE OF THE BID". 1 I , I � Q '� $,,,-�,��' E, I ,,,, I A ib � E 83 , �! ;., � �� i 41 , i . _, �c � R�� � egi ,,,� � �� . ,-,m : ` � " " i - i ) C j 1 f � ,,,, -t ha i � 2, �t I � �i�Z I 2 0 �, I0 O� ". -,� � .� �`�q,r .g, - � 't . 0 "N'l, gw, 115 16 �� � *,_ ! - ,� 1�, K 4 � ,_ g I� II! 6A W W ; � ;r ? " 2 .� �' g r,, '- g� . 6 �.. , c 4�� , ,� 2, , i� 1� w 1. 11 � �� gwg�� �� 11 �, i -,x * .1.1 �, g 1k, -9 �' 1� � 11� !! i �, : � , �, �� % : �14 , f , , i : VA� 11: �. II w �1 �. t 9 . a � S� 1�� - W, L1t !11"� I? ), i to (n ,'�, �R ms 0) E 83 a Z w w I c; 8 �rl *0 W 0 m 1 g6 I .5 z - � ... , I 0) 'm 14 $ � A Z Z 5 11 go , � 00 6w I 0, z t I ,� 40 A 1 * I V to a j2 0 .. ,_ ! w , t 4 A 0 , .� * � 0 m * wo 'I I . I - K (n � jW P Ak 4) 0 a 4 0; 0 10 I 4W 1 a � � I , F= 5- , , 2 L1t !11"� I? ), i to (n ,'�, �R ms 0) E 83 a Z w w &, 0) I I c; 8 �rl *0 W 8 8 N �'4 m 1 g6 I .5 z - � ... , I 0) 'm 14 $ � A Z Z 5 � Im m 1� 11 4 Z � 00 6w a, ,,-. 0, z *:� ,� io I . X (�) 0 1� t � V I" Y, j2 0 1,0 � ,_ ! w , t I , .� =) � wo 'I z 4 - K (n i cl �, jW P Ak 4) �t I I 0; 0 (D z z 0, no "K � §,, 0". , F= 5- , , 2 04 .J :5 W �� , 40� A �, mi v) U � 8 �, 6 � " 0 S I I f 0 U) 1. �� ��, Ii i 0A 1 < N _j �g ,5I 3W2 W. oa�vNli 81 . r $ : . >: - � - : 0� *� c� <10 C �X_! 1,51 i I u.: w 1 w�,� ..;4i, 01 0. lI io. i t,� I : 'K : 0 :, �a:16I I : � � ; 0_��il,t �iio< . 0 : . I : : to 1 0 i ! I : : AAft : : : vi Mr, Harp Brovisk October 9 2009 Mr. Hada Broviak ¢ k Y Y October 9, 2009 Mr, Harley Broviak Octobcr 9, 2009 Mr. Barley Broviak October 9, 2009 J.N.: 1816,00 J,N.: 1816.00 JX: 1816.00 J.N.. 1816.00 k x Page 5 Page 6 Page 7 Page 8 M � a s manner. Subsequent !itis should net be placed until the project geotechnical consultants have centers each way. Care should be taker to ensure the placement of reinfercemtm at mid -slab height, w approved the preceding ]ill 6,3 CONVENTIONAL FOUNDATION DESIGN The structural engineer may recommend a greater slab thickness and reinforcemen€ based on w ; proposed use and loading conditions and such recommendations should govern if ter than the ) w 6.3,1 General P 8 6.1,6 Import Materials rccammendatian presented herein. 6.0 RECt)A1ME sTDAT1YJNS ; The following design parameters are provided to assist the project structural engineer to design the � If import materials are required to achieve the proposed finish grades, the proposed import soils proposed continuous footings and grade beams at the site, These design parameters are based on should have an expansion Index less than 21 ASTM D4829d18 , 1 Interior concrete slabs on grade in moisture sensitive area should be underlain with a moisture vapor p ( } Import scntivns should be t ical site materials ertcountorCd durin subsurface ex loration and the assumption tion that site -s ecific 61 EARTHWORK ClRI# li g p P P z> l indicated to the geotechnical consultant prior to hauling the materials to the site so that appropriate retarder consisting of a membrana such as 10 -trail Visqueon, or equal, The membrane should be testis and evahtadon of the fnih materials can be performed in advance. mitigation of liquefaction will not be aired b the Cit afNew rt Beach, The proposed footings property lam, P g a sand equivalent (SE) of ° k 6.1,1 General Earthwork and Grafi g q req Y Y Pn P P Ss erl la scaled and rntccktd with at !cart 2 inches of aaatsd Navin Grading Specifications i 8 P and Bradt beams can be found upon either existing soils or concrete slurry. 30 or more. This vapor retarder system is anticipated to be suitable for most flooring finishes that All earthwork and grading should be perforated in accordance with applicable requirements; of the 1 can accommodate some vapor missions, However, this system way emit more tttatt 4 ods of 6.1.7 Temporary fteavations Po y 1 6.3 2 Sail Expansion grading codes of the City of Newport Beach, California and CAI, OSHA, in addition. to water per 1004 ti. and therefore may not be suitable for all fluorin finishes, Additional steps roconmtetrdations presented htrcin. Temporary slopes no more than 10 feet in height excavated above groundwater table should be laid l P g The recommendations presented herein for foundations are based on soils with a Very Low should be taken if such vapor entissiout levels are too high for anticipated flooring finishes. back at a maximum gradient of 1.5:1 (13:V) or properly shored. Shoring will be required for cxpansionpotential. 6.1.2 Pre -Grade Meeting and Geotechnieal Observation temporary excavation below groundwater table. Excavations should not be left open for prolonged i Special consideration should be given to slabs in areas to receive ceramic tile or other rigid, crack - periods of time. The project geotechnical consultant should observe all temporary cuts to caniixtn ( 6,3,3 Settlement Considerations somitivo Boor coverings, Design and construction should mitigate hairline cracking through the use Prior to coatznrtr�ctnnorit of grading, we recommend a mating be held between the owner, City anticipated conditions and to provide alternate recommendations if couditions dictate, All Inspector, radia contractor, civil engineer, and eoteohnical consultant to discuss proposed of additional reinforcing and careful control of concrete slump, p > g g g g P po excavations should conform to the requirements of CAL OSHA. # The foundation system should be designed for Intal and differential static settlements of 1 inch and earthwork and logistics. la- inch over 30 feet, respectively. Block-outs should be provided around interior columns to permit relative movement and mitigate Wt also recommend that a geotechaical consultant be retained to provide soil engineering and 6.2 SEISMIC DESIGN PARAMETERS 6.3,4 Allowable Bearing Value distress to the floor stadia duo to differential settlement that will cc= between column feelings and engineering geologic services during site grading, 'this is to observe compliance with the design d adjacent floor subgrade soils, as loads are applied. specifications arnt recommendations, and to allow design changes in the event that subsurface For design of the project in accordance with Chapter 16 of the 2007 CAC, the following table A bearing value of 1,500 pounds per square foot may be used for continuous footings having a conditions differ from those anticipated. If conditions are encountered during construction that presents the seismic design factors: minimum width of 12 inches ami founded at a minimum depth of 24 inches below the lowest Prier to placing concrete, subgradt sails below slab -on -grade areas should be thoroughly moistened appears to he different than those indicated in this report the project geotechnical consultant should adjac im grade, This value may be increased by 200 pof and $00 psf for each additional foot in width to provide moisture contents that are at least 100 percent of optimum moisture contmi; to a dcpth of be notified itmntdiately. Design and construction revisions may be required and depth, respectively, up to a maximum value of 2,000 psf, The allowable bearing; value presented 12 inches. TAA1,F 6,1 l herein includes both dead and live loads, and may be increased by one-third for wind and seisntic 6.1,3 Site Clearing 2007 CBC Seismic Design Parameters forces. 63.7 Footing Observations Existing site improvements in conflict with pmpwcd site work should be removed from the area to.om Foundation excavations should be observed by the project geotechnical consultant to verify that they 6.3.5 Lateral Resistance be developed prior to any .'. have bran excavated into competent bearing sails and to the minimum embedment recommended op y grading activities. Voids created by clearing should be left open for Site Class D A assive earth pressure of 200 undo per square foot r foot of depth a to a maximum. value of j above. boon abated into should be observation by the geotechnical consultant. Should any unusual soil conditions or subsur1lice P P Ptt P s9 P P perforated prior to piaceutent of forms or reinforcement" The structures be encountered during site clearing and/or r that are not described or anticipated M ed MCE Spectral Response Acceleration, short periods, is 1.825 1,200 pounds per square foot may be used to determine lateral beating for footings. A coefficient of i excavations should be trimmed neat, level and square. Loose, sloughed or moisture -softened � t grading P ttd9a d MCH S trot Ras nit Atcaleratin at 1 sea. clod, Sr 13.680 ; friction of 0,34 times the dead load forces may also be used between concrete and the supporting tnaterlals and debris should be rtntoved rnor to lacin concrete. herein, these conditions should be brought to the immediate attention of the project geatectinicato g P ' P g Site C e foient fa l,t) sorts to detetniine lateral sliding resistance. The passive earth pressure may be increased by one - consultant for corrective recommendations, _ � ' Situ Cocfficitnt,l v 1,5 third for wind and seismic farces, however, no increase in the coe1Ticient of friction is allowed, 6.4 SHEET PILING 6.1.4 Site Preparation Adjusted MCE Spectral ! use Acceleration. short periods, Sul 1.825 The above vahtts art based on footings placed directly against compacted fill, In the case where Within the proposed new slab on grade areas, any disturbed soil should be removed. Following such Adjusted MCE Spectral Re nse Acceleration, at I -sec. Sm, L021 footing sides are formed all batkfil3 against the footings should be compacted to at !asst 90 percent 6.4.1 General removals, the exposed ground should be scarified to a depth of 6 inches, brought to a uniform Design Spectral Response Acceltration, short periods, iris 1.217 of the laboratory standard. The existing seawall is anticipated to be supplemented with new sheet piling placed adjacent and moisture cettttni slightly aver optimum then compacted to at least 90°!0 of ASTM D 1557, Design Spectral R se Acaeltration, at 1 -sec. Sot 0,680# outaidt of the existing seawall. The new shat piling should be installed using jotting methods. MCE = Maximum Considered Earthquake 6.3.6 Footing and Slab an Grade Vibratory and driven installation will likely cause liquefaction of the underlying soils and cause 0w 6.1.5 Ftp Placement damage to the existing seawall and home. As such, vibratory and driven installation is not As required by the City of Newport Beach, the proposed footings should be founded at a minimum Materials excavated from the site may be used as fill provided they are free of deleterious materials tote: The site is Underlain with soils thin are potentially liquefiable. however, in accordance with Section 20.3.1 of recommended, 'Ile new shooting should be designed for the restrained pressures and passive Y p ASCE Standard 7-05, structurso %nth a aatdanninitai rind depth of 24 inches below the lowest adjacent r footings . and partfcies greater than 6 inches in maximum dimension oversized materials). Concrete debris period equal as or teat than 0.5 da not require a site<specific P 1 g All continuous, isatin should trete arced ( response spectra. Values for Fa and Fv may be determined from Tables 11.41 t and r I A.2. with a minimum of fbur No, 5 bars, two top and two bottom, 'The structural engineer may require pressure provided in the following sections. if tete new shooting requires tie -backs, we anticipate the t i �Qf a,. may tic incorporated into the fall provided tilt panicles are no greater dram 6 inches in maximum I use of helical anchors as tie -backs. Resign parameters for helical anchors are provided in Section difthrent reinforcement and should dictate if greater than the recommendations presented herein. dimension .and spread throughout the fill to avoid nesting. Fill should be placed in lifts no greateri 6.5. than 8 inches in loose thickness, moisture conditioned to near optimum moisture content, and As required by the City of Newport Beach, interior concrete slabs constiucted on grade should halt computed in place to at least 90% of ASTM D 1557, Each lift should be treated in a similar a minimum thickness of 5 inches and should be reinforced with Pio. 4 bars spaced 12 inches on ALNUS-lYf3'LaFE & ASSOC14rN , INC: ALDUS-Ii EFE dr A,SSOC]ATES, INC ALfi »!99A6 a ASSOCIATES, INC � MISS-ABEFE c& ASSOCIATES, INC, z z p#�g gg y 1Z W Mr, Harley Broviak October 9, 20!)9 Mr, Harley Broviak October 9, 2009 Mr. Harley Bwviak October 9, 2009 Mr. Harley Broviak October 9, 2003 JX: 1816,00 JX: I816,00 JX: 1816,00 3.N.: 1816.00 21 00 04 Pagc 9 Page 10 Page 1i Pap 12 6.41 Earth Pressuresdensity and moisture content of subgrade soils prior to pouring concrete to ensure that the required materials can vary in characteristics between points of exploration, both laterally and vertically, andsic CC 0 Static and seismic earth pressures for dry sail and submerged soil conditions are provided in'table 6,2 6.4.3 Passive Earth Pressures compaction and pre -moistening recommendations have been Met, those variations could affect the conclusions and recommendations contained herein. As such, below. Seismic earth pressures provided herein are based on the method provided by Wood (1973) An ultirnare passie=e earth prune of 735 pounds per square fbm par fcnrt of depth up to a %aximum abservaiiun and testing by a geatec hnical consultant prior iu and during the snstructitm pi a of the using a peak ground accel ion (PGA) of 0.498. This acceleration is based on 40 percent of the value of 4,000 ands er Drainage from flatwork areas should be directed to local area drains or other appropriate collection project are essential to confirming the basis of this report pa p square foot may be used to determine lateral bearing for dry soil, An � J g short period of design spectral r sponav acceleration determined for the site, Portions of the existing ultimata assive earth pressure of 480 pounds per aquas fans per foot of depth up to a maximum devices designed to carry runoff water to the street of other approved drainage structures, The residential foundations are within close proximity to the seawall and will surcharge the new valor of 4,000 paumis per square foot may bt used to determine lateral bearing for sribmerged sail. concrete flatwotrk should also be sloped at a minimum gradient of 2% away from building This report has been prepared consistent with that level of care being provided by other professionals sheeting. further, if the sand level drops below current levels, the existing seawall may also create ai be structural engineer should apply an appropriate factor of safety to limit dut7cutfon, The locker of foundations and the top of wadi. providing similar services at the =me locale and time period. Thr contents of this report are surcharge on the new sheeting. 'the values in Table 6.2 do not include such surcharge loads and the safety is typically between. 2 and 3, 'Me passive values are based on the assumption that the voids professional opinions and as such, are not #n be considered a guaranty or warranty. y 4 hp Y Pa P V) structural engineer should apply additional forces as appropriam between the sheet piles and the seawalls will be backAlld with non-shrb* grout or otherriate mop 6.7 CEMENT TYPE This report should be reviewed and updated after a nod of one year or if the site ownership or LU rran•eompressible filler, ` P Y pUJ SEISMIC EARTH PRF.SSI RFS Laboratory testing of onsite soils indicates negligible soluble sulfate content, however, the site is pixnjent xnnraept changes frrrm that described herein. x �-. ^. �.,,,,. ✓ r .M^, f•, x,. y in close proximity to salt water. As such, we recommend following the procedures provided in ACI Pressure Diagram 6,5 HF,LICAL ANCHORS 318, Section 4.3, Table 4.3.1 for moderate sulfate exposure. This retreat has been prepared for the txnlusive use of Nr. Tlarley Bmrlak to assiss the project E B € The ultimate capacity of helical anchors installed to provide a tieback for the new sheen can be { consultants in design of the proposed development, This report has not been prepared for use by tai P sheeting parties or projects other than those named or described herein. This report may not contain determined from Table 6,3 below, The table ptovidts the ultimate capacity of each individual blade � suflncfart information For other as or other purposes. based on the depth below ground surface. The depth is measured from the ground surface to the 6.8 CORROSION POTENTIAL P rpo i j cantor of the tie shall. Blades should he kruatad hanzantaily at itlstS feel t3 a 59 degree Plaut Laboratory tasting of existing site soils indicates a minimum resistivity of leas than 500 ohm-crtr, As > proje text up from the base of the active zones:: ArUl4racsbo>s9 be;raead along the tie such, elft sails are severely usrmsive to metals, Structures fabricated from metals should have Ras ectfrail submitted NO F e Et shaft a distance equal to at least W hes the hide A. ii v9 n at uato€act 'of safety should bt appropriate corrosion protection if they will be in direct contact with site soils. Under such Respectfully " H i OR applied m nano ti €rat t vis prpvided ret Tali 6 tar ctertnttne ifia'atldvthble capacity of helical oandititms, a corrosion specialist should protide specific recommeridadons. M anchors 40*0 o;H`ssfe tua to 2 is i lied: Helical anchors should be installed in ALBUS-1LEicF& &ASSOCIATES RECEIVED e .z � ' ( req ���` &S � ., accordanceRvrtlt to stun sfecnmmendations,Masi i 6.9 PLAN it'EVIEWAVD CONSTRUCTION SERVICES : TABLE 6.3 > Wo recotma nd that Aaus-Kee/ & Axsoctates, Inc, be retained to review the final foundation and Ds ' F. Abrus 5gg Na. ¢ ,E 1,01 Q C ilitimau Capacity o#iia11ca1 Anchorssheet piling plans prior to construction, This is to verify that the recommendations contained in this Principal .Engineer 9a tst0, tFlattt& Static Seismic Total j (pounds per blade) report have betty praptrly interpreted and era incorpsurettd intra thu project spec iCtuutinus. If we are GR 2455 x ri not provided the opportunity to review these documents we take no responsibilit for tr c misinterpretation of our recommendations. v w j We rccornmond that a genttchnic al consultant be retained to provide soil engineering servis:W during construction of the project. These services are to observe compliance with the design, specifications i:au nia Coast: astat z i rsi isesu„ and reeommondations, and to allow design changes in the event that subsurface conditions differ South i'"s from those anticipated prior to the start of construction. :31' G3 nil m i If the project plans change significantly, the project geotechnioal consultant should review our . .:.... ....,,.n.. ..::..:.:::..: .:.<:..., :......,...::.. ........�..:. ,:.::... .. ,::.,::: A Component Cornpolislrt Force y 35.4H I6.9H 58.4127.911 -_,.._w• _.: _.,FM. µ. ,_ •^,_. ,_ _�^_.M. -'. n^. w,' .. encountered during construction that appears t be dfrent then those indicated in this report, the ! 1 t1 "71 TABLE 6.2 B 6.411 23.8I114H 66 rX7RR#ORPLATVORK project geotechnical consultant should be notified immediately. Resign and construction revisions Pressure Values ? IM # "N' k..::.. a.yS,k Y : D' i 3x z x.'.,a `N`..^ i$ .:. outs, notches, or other irregWatities to avoid cracking at points of high stress. Subgrade soils below �i 345 345 N/A N/A s u+• s t Er cR, 2 the seismic con orient force die rates or the total force die suggested nag p g Baran shave. SEAOSC has su ested us" a misinterpretation of our recommendations. v w j We rccornmond that a genttchnic al consultant be retained to provide soil engineering servis:W during construction of the project. These services are to observe compliance with the design, specifications i:au nia Coast: astat z i rsi isesu„ and reeommondations, and to allow design changes in the event that subsurface conditions differ South i'"s from those anticipated prior to the start of construction. :31' G3 nil m i If the project plans change significantly, the project geotechnioal consultant should review our . .:.... ....,,.n.. ..::..:.:::..: .:.<:..., :......,...::.. ........�..:. ,:.::... .. ,::.,::: A - originalicabilitytathe revl Red construction, Ifcondidonsare ical designrecommendaions and their applicability �,.------------------------- ^,,___----a----,ori 35.4H I6.9H 58.4127.911 -_,.._w• _.: _.,FM. µ. ,_ •^,_. ,_ _�^_.M. -'. n^. w,' .. encountered during construction that appears t be dfrent then those indicated in this report, the ! 1 t1 "71 : B 6.411 23.8I114H 66 rX7RR#ORPLATVORK project geotechnical consultant should be notified immediately. Resign and construction revisions c01331 _,.. ,,,,, ..._,._.. C 24.4H 1 41. i H 11.61 19.61I IM # "N' k..::.. a.yS,k Y : D' 101ir35. ''tm,.�`&.« :�y. k"e'er �• `N`..^ i$ .:. outs, notches, or other irregWatities to avoid cracking at points of high stress. Subgrade soils below I 345 345 N/A N/A NIA 2 the seismic con orient force die rates or the total force die suggested nag p g Baran shave. SEAOSC has su ested us" a 690 1225 1918 2763 load factor of l.7 for the stade conVonent and L0 for the seismic component. The actual load factors 3 1035 1843 2594 3766 materials described herein and in other littratum are believed representative of the total project arta, 4 I273 2267 3539 1 5084 misinterpretation of our recommendations. v w j We rccornmond that a genttchnic al consultant be retained to provide soil engineering servis:W during construction of the project. These services are to observe compliance with the design, specifications i:au nia Coast: astat z i rsi isesu„ and reeommondations, and to allow design changes in the event that subsurface conditions differ South i'"s from those anticipated prior to the start of construction. :31' G3 nil m i If the project plans change significantly, the project geotechnioal consultant should review our . .:.... ....,,.n.. ..::..:.:::..: .:.<:..., :......,...::.. ........�..:. ,:.::... .. ,::.,::: A - originalicabilitytathe revl Red construction, Ifcondidonsare ical designrecommendaions and their applicability �,.------------------------- ^,,___----a----,ori 35.4H I6.9H 58.4127.911 -_,.._w• _.: _.,FM. µ. ,_ •^,_. ,_ _�^_.M. -'. n^. w,' .. encountered during construction that appears t be dfrent then those indicated in this report, the ! 1 t1 "71 : B 6.411 23.8I114H 66 rX7RR#ORPLATVORK project geotechnical consultant should be notified immediately. Resign and construction revisions c01331 _,.. ,,,,, ..._,._.. C 24.4H 1 41. i H 11.61 19.61I Exterior flatwork should be a minimum 4 inches thick. Cold joints or saw cuts should be provided at maybe required. least every 15 feet in each direction. Special jointing detail should be provided in arras of block - Note: outs, notches, or other irregWatities to avoid cracking at points of high stress. Subgrade soils below H is in feet and resulting pressure is in psi: Design may utilize either the sure of the static component and flatwork should be thoroughly moistened to at least 100 percent of optimum moisture content to a I 7.0 LY 111TAT1ONS 1 f t the seismic con orient force die rates or the total force die suggested nag p g Baran shave. SEAOSC has su ested us" a depth of 12 inches. Moistening should be accomplished by lightly spraying the arta over a period of 'this report is based on the proposed development and geotachnical data as described herein. The load factor of l.7 for the stade conVonent and L0 for the seismic component. The actual load factors a few days just prior to pouring ustxrete. The geotechnical consultant should observe and verify the i should be detemrined by the strricnual engineer. materials described herein and in other littratum are believed representative of the total project arta, and the conclusions contained in this report are presented on that basis. However, soil and bedrock 0 i 0: ix ?%02; ti i ALBUS-KEEFE & ASSOCIATES, INC, � ALDUS-KBEF'E & ASSOCIATES, LtYYC, ALSUY-KEEFE & ASSOCIA INS, INC. ALltl1.5-11.EdWFE ,ft ASSOCIA1'li.S`, INC. i i I ^4` r, fi i I ?" ery° �s I O" _ (. l.... ..`a...•,'� € OE iw^ ELEV € E s v y.,,.+,,, /•w.: hr µ e iE FINISH H SURFACE PILE t FINISH SURFACE( PROPERTY LINE PROPERTY LINE a a'• w a r �:: SCREEN rF5NCE WAaL. � � CAP CORNER f EL � '-=+10,2'± MLL £ � a «.. REINF` r€N s A_ _ _.. .. _. � _.� .,.,/"a,...✓�,.../�......F,.✓`v..,../`.�.^..l",.,.,�,.,.,,✓l S% SE3 `'F^- (; Ul as � '� h��` a ;Ei CURB «.. . ...... ...... : .. {E) C�dT CONIC � � � � wo % SLOPE G S � \ B FTG TYP s : r ^; :i t E ------ ONE ROW OF LE � � __,✓" ``✓�-`\-"- , .^,, i-~�-.-` ~� �.�,<�.> � �, �» � - SANDB AOS TWO a BAGS HIGH,SEE w HARDSCAPE AL v ${ X i i" AROUND ntbsi N � . TO FOR RL LIKE AS REQUIRED E t ' �S ; ; _ " OT wEaS 1 LltiE% STATE OF CALIFORNIA—NATURAL RESOURCES AGENCY- ARNOLD SCHWARZENEGGER, Governor CALIFORNIA COASTAL COMMISSION SOUTH COAST DISTRICT .RECEIVED BY - - - PO Box 1450 - 200 Oceangate, 10th Floor PLANNING DEPARTMENT LONG BEACH, CA 90802-4416 (562)590-5071 FA%(562)590-5084 - www.coastal.ca.gov JUN 11 ZDIO Page: 1 CITY OF NEWPORT BEACH Date: June 17, 2010 IMPORTANT PUBLIC HEARING NOTICE COASTAL PERMIT APPLICATION PERMIT NUMBER: 5-10-045 APPLICANT(S): Mr. Harley Broviak PROJECT DESCRIPTION: Reinforce an existing seawall associated with an existing single-family residence by constructing Truline pile walls on the landward`side of the existing seawall. PROJECT LOCATION: 2709 Cove Street, Corona Del Mar (Orange County) (APN(s) 052-045-03) HEARING DATE AND LOCATION: DATE: Friday, July 9, 2010 TIME: PLACE: Meeting begins at 9:00 AM ITEM NO: F14a Sonoma County 575 Administration Drive, Santa Rosa, CA HEARING PROCEDURES: This item has been scheduled for a public hearing and vote. People wishing to testify on this matter may appear at the hearing or may present their concerns by letter to the Commission on or before the hearing date. The Coastal Commission is not equipped to receive comments on any official business by electronic mail Any information relating to official business should be sent to the appropriate Commission office using U.S. Mail or courier service. AVAILABILITY OF STAFF REPORT A copy of the staff report on this matter is available on the Coastal Commission's website at http://www.coastal.ca.gov/mtgcurr.htmi. Alternatively, you may request a paper copy of the report from Fernie Sy, Coastal Program Analyst, at the South Coast District office. SUBMISSION OF WRITTEN MATERIALS: If you wish to submit written materials for review by the Commission, please observe the following suggestions: • We request that you submit your materials to the Commission staff no later than three working days before the hearing (staff will then distribute your materials to the Commission). Mark the agenda number of your item, the application number, your name and your position in favor or opposition to the project on the upper right hand corner of the first page of your submission. If you do not know the agenda number, contact the Commission staff person listed on page 2. 1 Otj-a7?09 Ili& CALIFORNIA COASTAL COMMISSION Page: 2 Date: June 17, 2010 IMPORTANT PUBLIC HEARING NOTICE COASTAL PERMIT APPLICATION If you wish, you may obtain a current list of Commissioners' names and addresses from any of the Commission's offices and mail the materials directly to the Commissioners. If you wish to submit materials directly to Commissioners, we request that you mail the materials so that the Commissioners receive the materials no later than Thursday of the week before the Commission meeting. Please mail the same materials to all Commissioners, alternates for Commissioners, and the four non-voting members on the Commission with a copy to the Commission staff person listed on page 2. • You are requested to summarize the reasons for your position in no more than two or three pages, if possible. You may attach as many exhibits as you feel are necessary. Please note: While you are not prohibited from doing so, you are discouraged from submitting written materials to the Commission on the day of the hearing, unless they are visual aids, as it is more difficult for the Commission to carefully consider late materials. The Commission requests that if you submit written copies of comments to the Commission on the day of the hearing, that you provide 20 copies. ALLOTTED TIME FOR TESTIMONY: Oral testimony may be limited to 5 minutes or less for each speaker depending on the number of persons wishing to be heard. ADDITIONAL PROCEDURES: The above item may be moved to the Consent Calendar for this Area by the Executive Director when, prior to Commission consideration of the Consent Calendar, staff and the applicant are in agreement on the staff recommendation. If this item is moved to the Consent Calendar, the Commission will either approve it with the recommended actions in the staff report or remove the item from the Consent Calendar by a vote of three or more Commissioners. If the item is removed, the public hearing described above will still be held at the point in the meeting originally indicated on the agenda. No one can predict how quickly the Commission will complete agenda items or how many will be postponed to a later date. The Commission begins each session at the time listed and considers each item in order, except in extraordinary circumstances. Staff at the appropriate Commission office can give you more information prior to the hearing date. Questions regarding the report or the hearing should be directed to Fernie Sy, Coastal Program Analvst, at the South Coast District office. dt CALIFORNIA COASTAL COMMISSION b c�10 a r �kT VD rr'uii�l?��� 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: To Reinforce the existing seawall, by constructing secant pile walls on the land side of the seawall and along both property lines perpendicular to the seawall as shown on Sheet S-1. Property Address: 2709 Cove Street Legal Description: Harbor Permit Number: 105-2709 Plan Check Number: 2034-2009/2040-2009 Applicant: Harley Broviak Applicant's Mailing Address: 2709 Cove Street, Corona Del Mar, CA 92625 Phone Number: 949 433-3303 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 >LThey 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: '10I -las 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. Lisa Walters, Harbor Resources January 22, 2010 Attachments: Worksheet for Building Permit Application Drawing Page 2 of 2 CITY OF NEWPORT BEACH CITY MANAGER'S OFFICE Harbor Resources Division January 26, 2010 Karl Schwing 200 Oceangate, STE 1000 Long Beach, CA 90802-4416 Dear Karl, Attached is our Harbor Resources Approval in Concept for a new seawall at 2709 Cove St. As you can see in the drawing, this seawall will be installed landward of the present wall, therefore not encroaching upon the public beach / tidelands at all. Since this application is in response to a catastrophic structural failure last summer, the applicant is requesting your immediate attention to help speed the review process along. In addition, the applicant is not submitting an eelgrass survey at this time because surveys may only be completed after March Vt. The applicant fully intends to complete the survey after March l't, but is respectfully requesting that the application begin the review process in order to save valuable time. Also, it is worth mentioning that the beach in this area is dry during most tide cycles and eelgrass does not grow within 30' of the seawall. In fact, the City just completed an approved beach replenishment project in this exact area last Fall, and eelgrass was not present. Of course, the applicant's survey after March 1s` will substantiate this. Thank you for doing your best to accommodate this request in order to expedite the approval process. The applicant will be very appreciative of your efforts. Sincerely, Chris wiffer Harbor Resources Manager (949)644-3043 CC: Lisa Miller, Shellmaker, Inc. 829 Harbor Island Drive, Newport Beach, CA 92660 PH: (949) 644-3034 FX: (949) 723-0589 • www.newportbeachca.gov/harborresources N W F Z eoee-cel, 1eve1•¢LLaaa dY. uIN„�,.£ioN mN3N£�r�aBra '.''gym'”,",�._, m,":�';;m; ,✓^' ., _ SZ BSB VJ'm ma----- .Laze.... 33a ,xotloa `�"-°°`frOe m"�"'"'"�"`"'�"'�"`• �s`➢°§ 0-S !.elle aa.J BOLL 133 tl1. 3aO'J 801E SN33NI'JN3 lVtlN 311.15 xNLLIlISN� ��r40 y- e v nBjAojS RBpwH '+W -11 a3lraoi ", 'SaItlI MSStl 9 nV.xa3a nxuslxa 3x1 3exmxl3x I�'OS dLY1S Wtl�'I'IW . ex °- _± s-srsa � 4C FS c �� sp jsp�3 a s€ c AL e Ps a B:3Y E3h $��3ii4 a :& as 55 9§Y ? Y eg A l @E a6 s Q sssi az �� �9xB�F5&9�a � aA �F.skaaa Y Stn. ie .TPa. s4 YSGaaF¢iiil.Sa R a? F �SV 9 b S sB€ d d 358"E €gt.e�00 P R Batad d I ....Hit V 88 g A S 55 v46�e9£ � a$a apMi £a S Y a .. .......a3aeR....................................... r a a zan AAM. 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Brown, MMC October 5, 2009 Mr. Mike Reed Carl Warren & Company P. O. Box 25180 Santa Ana, CA 92799-5180 Attached is a claim for damages from Harley Broviak for property damages sustained on July 22, 2009, at 2709 Cove Street. The claimant alleges property damage to his home as a result of sand loss at China Cove Beach. We are forwarding this claim to you for investigation at the direction of the Office of the City Attorney as attorney work product, with the intent that the investigative documentation remains confidential. Sincerely, xv�'�z � Leilani I. Brown, MMC City Clerk Attachment cc: City Attorney Risk Manager Harbor Resources File 3300 Newport Boulevard • Post Office Box 1768 • Newport Beach, California 92658-8915 Telephone: (949) 644-3005 • Fax: (949) 644-3039 • www. city. newport-beach.ca.us CLAIM AGAINST THE CITY OF NEWPORT BEACH (FOR DAMAGES TO PERSONS OR PERSONAL PROPERTY ALLOWABLE t1M]ER THE CALIFORNIA GOVERNMENT CODE - TORT CLAIM ACT) Received by v�ta U.S. Mail v Inter -Office Mail ❑ Counter ❑ (FAX Not Accepted) CLERK'S DATE & TIME STAMP A claim must be filed with the City Clerk of the City of Newport Beach within 6 months after which the incident or event occurred. Be sure your claim is against the City of Newport Beach, not another public entity. Where space is insufficient, please use additional paper and identify information by paragraph number. Complete claims must be mailed or delivered to: City Clerk, City of Newport Beach, City Hall, 3300 Newport Blvd., P.O. 1768, Newport Beach, CA 92658-8915. Type or print in blue or black ink (no pencil). TO THE HONORABLE MAYOR AND CITY COUNCIL, City of Newport Beach, California The undersigned respectfully submits the following claim and information relative to damage to persons and/or personal property: 1. NAME OF CLAIMANT: Harley Broviak a. ADDRESS OF CLAIMANT: 2709 Cove Street, Corona Del Mar, CA 92625-3210 STREET ADDRESS CITY, STATE ZIP CODE b. PHONE NO.: ( 949) 433-3303 c. DATE OF BIRTH: 04/24/62 d. SOCIAL SECURITY NO.: 571-33-3064 e. DRIVER'S LIC. NO.: N8369547 Mailing Address: 2. Name, telephone and post office address to which claimant desires notices to be sent if other than above: 1114 F_ rnaatl RwV 4228, Comma Del Mar CA 92625 3. Occurrence or event from which the claim arises: a. DATE: b. TIME: c. PLACE (exact and specific location): d. How and under what circumstances did damage or injury occur? Specify the particular occurrence, event, act or omission you claim caused the injury or damage (use additional paper if necessary): The well documented loss of sand at China Cove Beach adjacent to 2709 Cove Bt. ➢Paa allnwui nncar, rn ra,mvo sand from under and behind bugkhead seawall causing a riou.q st'nicture and foundation damage to home and property. e. Names and addresses of all witnesses to this incident: ON i f. What particular action by the City, or its employees, caused the alleged damage or City has failed to.maintain China Cove Beach in a mann( ty OLCLAIMFORM42100 g. Names of City emplo eesinvolved: Dave Kiff, Tom Rossmiller and Homer Bludau as City Manager:, Has been aware V the dire -OF aan rep encs n an s ruc Ura issues pt China Cove Beach since at least June h. Give the names of any other party or parties involved in causing the alleged injury and/or damage: Discovery is onqoinq. 4. Give a description of the injury, property damage or loss, so far as is known at the time of this claim. If there were no injur*s, state "no injuries." - 5. Name and address of any other person injured for which you are the parent or legal guardian: N/A 6. Name and address of the owner of any damaged property: Harley Broviak, 3334 E. Coast Hwy., #228 nmrnna Dal MAr, CA 92625- 7. The amount of damages you are requesting to resolve your claim: a. Amount claimed as of this date: $ 1, nop, 000 00 b. Estimated amount of future costs: $ unknown at this time c. Total amount claimed: $ 1 nnn nnn nn at th i c t i ma d. Basis for computation of amounts claimed (include copies of all bills, invoices, estimates, etc.): 8. Names and addresses of all hospitals, doctors, medical providers (physical therapy), etc. a. b. C. d. 9. Any additional information that might be helpful in considering your claim: FAILURE TO PROVIDE ANY OF THE ABOVE INFORMATION MAY RESULT IN THE RETURN OF YOUR CLAIM FOR INSUFFICIENCY AND MAY UNNECESSARILY BELAY THE CITY'S PROMPT RESPONSE TO YOUR CLAIM. WARNING: Pr IS A CREMiAL OFFENSE TO FILE A FALSE CLAIMI (Penal Code §72; Insurance Code §556.1) I have read the matters and statements made in the above claim and I know the same to be true of my own knowledge, except as to those matters stated upon information or belief and as to such matters Ibehove the same to be true. I certify under penalty of perjury that the foregoing is TRUE and CORRECT. 7 0 C/ Signed this ND day of atul/i D P ��i Office of the City Clerk i Newport Beach, California c 'S SIGNATURE OLCLAIMFORM-02/00 Aaw 'CIfly1,4),110 -4 .1.:. 3`J1:j0 6002 5 0 �.�0 e aan%a0a' V6 � dMaN 3© XJ30 H�Vag yti0 zW o U W Ib .a.� t.A ��Yam7e,4 WENTWORTH, PAOLI & PURDY, LLP THEODORE S. WENTWORTHI 'BOARD CERTIr[RD TRIAL SPECIALIST WILLIAM M_PAOLI'I (AMERICAN EOARD OF TRIAL ADVOCATES -COURT BA-YANT PURDY - CCARICE 1. LETIZIA ANDREW EL GAGEN NANCY M. KNIGHT August 17, 2009 CITY OF NEWPORT BEACH HARBOR RESOURCES Attn: Chris Miller 3300 Newport Blvd PO Box 1768 Newport Beach, CA 92658 Re: 2709 Cove Street Cancellation of meeting of August 19, 2009 Dear Mr. Miller: I am writing to advise that our client, Harley Broviak, will not be attending the meeting you scheduled for Wednesday, August 19, 2009. As you are aware, Mr. Broviak is represented by counsel and, as such, will not be attending any meeting where the City Attorney's office is present unless we are present with him. Please contact my officer to confirm the meeting has been rescheduled and to arrange for a mutually agreeable time to reschedule the meeting with our client. Thank you for your courtesy and consideration in this regard. Very truly yours, WENTWORTH, PAOLI &TY WILLIAM M. PAOLI WMP:rk cc: Harley Broviak 4631 Teller Avenue, Suite 100, Newport Beach, California 92660 • (949) 752-7711 • Fax (949) 752-8339