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HomeMy WebLinkAbout06_Bast Residence Coastal Development Permit_PA2018-023CITY OF NEWPORT BEACH ZONING ADMINISTRATOR STAFF REPORT SUBJECT: Bast Residence (PA2018-023) • Coastal Development Permit No. CD2018-009 SITE LOCATION: 1721 East Balboa Boulevard APPLICANT: William Guidero OWNER: Steve and Antoinette Bast PLANNER: Gregg Ramirez, Principal Planner 949-644-3219, gramirez@newportbeachca.gov GENERAL PLAN/ZONING DISTRICT April 26, 2018 Agenda Item No. 6 • General Plan: RS -D (Single Unit Residential Detached) • Zoning District : R-1 (Single -Unit Residential) • Coastal Land Use Category: RSD -C (Single -Unit Residential Detached)— (10.0-19.9 DU/AC) • Coastal Zoning District: R-1 (Single -Unit Residential) PROJECT SUMMARY Request for approval of a coastal development permit to allow the construction of a new 3,634 square foot, 3 -story single family home and attached 2 -car garage. The project also includes landscaping, hardscape and drainage. The proposed residence complies with all applicable development standards including height, setbacks, and floor area limits. No deviations are requested. The property and the adjacent legal lot at 1717 East Balboa Boulevard were previously developed with a single family home across both lots that has been demolished. RECOMMENDATION 1) Conduct a public hearing; 2) Find this project exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15303 under Class 3 (New Construction or Conversion of Small Structures), because it has no potential to have a significant effect on the environment; and oami2on 1 Bast Residence Zoning Administrator, April 26, 2018 Page 2 3) Adopt Draft Zoning Administrator Resolution No. _ approving Coastal Development Permit No. CD2018-009 (Attachment No. ZA 1). DISCUSSION Land Use and Development Standards The subject property is located in the R-1 Coastal Zoning District, which provides for single -unit residential development and is consistent with the City's Coastal Land Use Plan, General Plan, and Zoning Code. A CDP is required and the property is not eligible for a Waiver for De Minimis Development because the property is located in the Appeal Area. The property currently consists of one vacant legal lot. The property and the adjacent legal lot at 1717 East Balboa Boulevard were previously developed with a single family home that has been demolished as permitted by the approval of CDP No. CD2017-072. The neighborhood is predominantly developed with two- and three-story, single- family residences. The proposed design, bulk, and scale of the development is consistent with the existing neighborhood pattern of development, the anticipated neighborhood pattern of development and is consistent with applicable development standards. The lot is approximately 35 feet wide by 75 feet deep, with an approximate area of area of 2,625 square feet. The property is located in an area eligible for a Categorical Exclusion. However, the proposed single-family residence exceeds the 1.5 floor area limit identified in Categorical Exclusion Order (CEO) CE-5-NPB-16-1. The development otherwise complies with all other applicable CEO limits and standards. Additionally, the proposed residence conforms to all applicable development standards (see below) and height is measured from 9.107 feet North American Vertical Datum of 1988 (NAVD88) as the established grade. The proposed single-family dwelling and accessory structures conform to all applicable development standards, including floor area limit, setbacks, height, and off-street parking as evidenced by the project plans (Attachment No. ZA 3) and illustrated in Table 1 on the following page. Tmpl[: 10/10/17 Bast Residence Zoning Administrator, April 26, 2018 Page 3 Hazards • The development is separated from the shoreline by East Balboa Boulevard and several rows of residences. The subject property is located approximately 300 feet from the bay and is not protected by a bulkhead. • The finished floor elevation of the proposed dwelling is 9.85 feet (NAVD88), which complies with the minimum 9 feet (NAVD88) elevation standard. • The property is located in an area known for the potential of seismic activity and liquefaction. All projects are required to comply with the California Building Code (CBC) and Building Division standards and policies. Geotechnical investigations specifically addressing liquefaction are required to be reviewed and approved prior to the issuance of building permits. Permit issuance is also contingent on the inclusion of design mitigation identified in the investigations. Construction plans are reviewed for compliance with approved investigations and the CBC prior to building permit issuance. Water Quality • The property is not located within 100 feet of coastal waters. The project design addresses water quality with a construction erosion control plan and a post construction drainage system that includes drainage and percolation features designed to retain dry weather and minor rain event run-off on-site. Any water not retained on-site is directed to the City's storm drain system. Public Access The project site is located between the nearest public road and the sea or shoreline; however, the project will not affect public recreation, access, or views and will not affect the public's ability to gain access to, use, and/or view the coast and nearby Tmplr 10/10/17 Table 1 — Development Standards W 11 Development Standard Standard A Proposed Setbacks min. Front 9 feet 9 feet Sides 3 feet 3 feet Rear 0 feet 1 foot Allowable Floor Area 3,835 square feet 3,634 square feet Third Floor Area 287 square feet 287 square feet Open Volume 288 square feet 288 square feet Parking 2 -car garage 2 -car garage Height 24 feet flat roof/deck rail 29 feet sloped roof 24 feet flat roof/deck rail 29 feet sloped roof Hazards • The development is separated from the shoreline by East Balboa Boulevard and several rows of residences. The subject property is located approximately 300 feet from the bay and is not protected by a bulkhead. • The finished floor elevation of the proposed dwelling is 9.85 feet (NAVD88), which complies with the minimum 9 feet (NAVD88) elevation standard. • The property is located in an area known for the potential of seismic activity and liquefaction. All projects are required to comply with the California Building Code (CBC) and Building Division standards and policies. Geotechnical investigations specifically addressing liquefaction are required to be reviewed and approved prior to the issuance of building permits. Permit issuance is also contingent on the inclusion of design mitigation identified in the investigations. Construction plans are reviewed for compliance with approved investigations and the CBC prior to building permit issuance. Water Quality • The property is not located within 100 feet of coastal waters. The project design addresses water quality with a construction erosion control plan and a post construction drainage system that includes drainage and percolation features designed to retain dry weather and minor rain event run-off on-site. Any water not retained on-site is directed to the City's storm drain system. Public Access The project site is located between the nearest public road and the sea or shoreline; however, the project will not affect public recreation, access, or views and will not affect the public's ability to gain access to, use, and/or view the coast and nearby Tmplr 10/10/17 Bast Residence Zoning Administrator, April 26, 2018 Page 4 recreational facilities. The residential lot does not currently provide nor inhibit public coastal access. • Vertical access points to the beach and harbor are located at street -ends throughout Balboa Peninsula. Vertical access to the beach is available south of the site along I Street. Lateral Access is available via the large public beach along East Ocean Front. Vertical access to the harbor is available to north from J Street. • The property is not located near Public Viewpoints or Coastal View Roads, as designated in the Coastal Land Use Plan, and will not impact public coastal views. Due to the distance of the proposed development from the Public Viewpoints and the project's compliance with height and setbacks, views of the ocean, beach and harbor from other public spaces will not be impacted by the proposed development. There is no Coastal View Road (segment) on the Balboa Peninsula. • The proposed project is located entirely on private property and there will be no reduction in on -street parking spaces. ENVIRONMENTAL REVIEW This project is exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15303 under Class 3 (New Construction or Conversion of Small Structures) of the CEQA Guidelines, California Code of Regulations, Title 14, Chapter 3, because it has no potential to have a significant effect on the environment. Class 3 exempts the demolition of up to three single-family residences and additions of up to 10,000 square feet to existing structures. The proposed project consists of the demolition of one single-family residence and the construction of a new 3,068 -square - foot single-family residence and attached 566 -square -foot 2 -car garage. PUBLIC NOTICE Notice of this public hearing was published in the Daily Pilot, mailed to all owners and residential occupants of property within 300 feet of the boundaries of the site (excluding intervening rights-of-way and waterways), including the applicant, and posted on the subject property at least 10 days before the scheduled hearing, consistent with the provisions of the Municipal Code. Additionally, the item appeared on the agenda for this meeting, which was posted at City Hall and on the City website. APPEAL PERIOD: This action shall become final and effective 14 days following the date the Resolution is adopted unless within such time an appeal or call for review is filed with the Community Development Director in accordance with the provisions of Title 21 (Local Coastal TmpIC 10/10/17 .y. Bast Residence Zoning Administrator, April 26, 2018 Page 5 Implementation Plan) of the Newport Beach Municipal Code. Final action taken by the City may be appealed to the Coastal Commission in compliance with Section 21.64.035 of the City's certified LCP and Title 14 California Code of Regulations, Sections 13111 through 13120, and Section 30603 of the Coastal Act. For additional information on filing an appeal, contact the Planning Division at 949-644-3200. Prepared by: g• AEL' Gregg mirez Principal Planner GBR Attachments Pmplt: 10/10/17 ZA 1 Draft Resolution ZA 2 Vicinity Map ZA 3 Project Plans 5 Attachment No. ZA 1 Draft Resolution 08/17/2017 RESOLUTION NO. ZA2018-### A RESOLUTION OF THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH APPROVING COASTAL DEVELOPMENT PERMIT NO. CD2018-009 TO CONSTRUCT A NEW SINGLE-FAMILY RESIDENCE AND ATTACHED 2 -CAR GARAGE LOCATED AT 1721 EAST BALBOA BOULEVARD (PA2018-023) THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS FOLLOWS: SECTION 1. STATEMENT OF FACTS. 1. An application was filed by William Guidero ("Applicant'), on behalf of Steve and Antoinette ("Owner") Bast, with respect to property located at 1721 East Balboa Boulevard, requesting approval of a coastal development permit. 2. The lot at 1721 East Balboa Boulevard is legally described as Lot 23 of Tract No. 518, in City of Newport Beach, County of Orange, State of California, as per map recorded in Book 17, Pages 33-36 of Miscellaneous Maps, Records of Orange County, California. Tract 948. 3. The Applicant requests a coastal development permit to allow the construction of a new 3,634 square foot, 3 -story single family home and attached 2 -car garage. The project also includes landscaping, hardscape and drainage. The proposed residence complies with all applicable development standards including height, setbacks, and floor area limits. No deviations are requested. The property and the adjacent legal lot at 1717 East Balboa Boulevard were previously developed with a single family home built across both lots that has been demolished as permitted by the approval pf CDP No. CD2017-072. 4. The subject property is designated RS -D (Single -Unit Residential Detached) by the General Plan Land Use Element and is located within the R-1 (Single -Unit Residential) Zoning District. 5. The subject property is located within the coastal zone. The Coastal Land Use Plan category is RSD -C (Single -Unit Residential Detached) — (10.0-19.9 DU/AC) and it is located within the R-1 (Single -Unit Residential) Coastal Zone District. 6. A public hearing was held on April 26, 2018, in the Corona del Mar Conference Room (Bay E -1st Floor) at 100 Civic Center Drive, Newport Beach. A notice of time, place and purpose of the hearing was given in accordance with the Newport Beach Municipal Code. Evidence, both written and oral, was presented to, and considered by, the Zoning Administrator at this hearing. 12-21-2017 Zoning Administrator Resolution No. ##1## Paqe 2 of 7 SECTION 2. CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION. This project is categorically exempt pursuant to Title 14 of the California Code of Regulations Section 15303, Article 19 of Chapter 3, Guidelines for Implementation of the California Environmental Quality Act (CEQA) under Class 3 (New Construction or Conversion of Small Structures), because it has no potential to have a significant effect on the environment. 2. Class 3 exempts the demolition of up to three single-family residences and additions of up to 10,000 square feet to existing structures. The proposed project consists of the demolition of one single-family residence and the construction of a new 3,068 -square - foot single-family residence and attached 566 -square -foot 2 -car garage. SECTION 3. REQUIRED FINDINGS. In accordance with Section 21.52.015 (Coastal Development Permits, Findings and Decision) of the Newport Beach Municipal Code, the following findings and facts in support of such findings are set forth: Finding: A. Conforms to all applicable sections of the certified Local Coastal Program. Facts in Support of Finding: The proposed development complies with applicable residential development standards including, but not limited to, floor area limitation, setbacks, height, and parking. a. The total proposed floor area, including the residence and enclosed parking, is 3,634 square feet, which complies with the maximum allowable floor area limit of 3,835 square feet. b. The proposed development provides the minimum required setbacks, which are 9 feet along the front property line abutting East Balboa Boulevard, 3 feet along each side property line and 0 feet along the rear property line abutting the alley. C. The highest guardrail is less than 24 feet from established grade (9.107 feet North American Vertical Datum of 1988) and the highest ridge is 29 feet from established grade, which complies with the maximum height limitation. The project includes garage parking for a total of two vehicles, complying with the minimum two -car garage parking requirement for single-family residences with less than 4,000 square feet of habitable floor area. 2. The neighborhood is predominantly developed with two- and three-story, single-family residences. The proposed design, bulk, and scale of the development is consistent with the existing neighborhood pattern of development and expected future development. 12-21-2017 g Zoning Administrator Resolution No. ##1## Paqe 3 of 7 3. The development is separated from the shoreline by East Balboa Boulevard and several rows of residences. The subject property is located approximately 300 feet from the bay and is not protected by a bulkhead. 4. The finished floor elevation of the proposed dwelling is 9.85 feet (NAVD88), which complies with the minimum 9 feet (NAVD88) elevation standard. 5. The property is located in an area known for the potential of seismic activity and liquefaction. All projects are required to comply with the California Building Code (CBC) and Building Division standards and policies. Geotechnical investigations specifically addressing liquefaction are required to be reviewed and approved prior to the issuance of building permits. Permit issuance is also contingent on the inclusion of design mitigation identified in the investigations. Construction plans are reviewed for compliance with approved investigations and the CBC prior to building permit issuance. 6. The property is not located within 100 feet of coastal waters. The project design addresses water quality with a construction erosion control plan and a post construction drainage system that includes drainage and percolation features designed to retain dry weather and minor rain event run-off on-site. Any water not retained on-site is directed to the City's storm drain system. 7. Proposed landscaping complies with Implementation Plan Section 21.30.075. A condition of approval is included that requires drought tolerant and prohibits invasive species. Prior to issuance of building permits, the final landscape plans will be reviewed to verify invasive species are not planted. 8. The property is not located near Public Viewpoints or Coastal View Roads, as designated in the Coastal Land Use Plan, and will not impact public coastal views. Due to the distance of the proposed development from the Public Viewpoints and the project's compliance with height and setbacks, views of the ocean, beach and harbor from other public spaces will not be impacted by the proposed development. There is no Coastal View Road (segment) on the Balboa Peninsula. Finding: B. Conforms with the public access and public recreation policies of Chapter 3 of the Coastal Act if the project is located between the nearest public road and the sea or shoreline of any body of water located within the coastal zone. Fact in Support of Finding: 1. The project site is located between the nearest public road and the sea or shoreline; however, the project will not affect public recreation, access, or views and will not affect the public's ability to gain access to, use, and/or view the coast and nearby recreational facilities. The residential lot does not currently provide nor inhibit public coastal access. iz-zi-zon 9 Zoning Administrator Resolution No. #### Paqe 4 of 7 2. Vertical access points to the beach and harbor are located at street -ends throughout Balboa Peninsula. Vertical access to the beach is available south of the site along I Street. Lateral Access is available via the large public beach along East Ocean Front. Vertical access to the harbor is available to north from J Street. 3. The proposed project is located entirely on private property and there will be no reduction in on -street parking spaces. SECTION 4. DECISION. NOW, THEREFORE, BE IT RESOLVED: 1. The Zoning Administrator of the City of Newport Beach hereby approves Coastal Development Permit No. CD2018-009, subject to the conditions set forth in Exhibit "A," which is attached hereto and incorporated by reference. 2. This action shall become final and effective 14 days following the date this Resolution was adopted unless within such time an appeal or call for review is filed with the Community Development Director in accordance with the provisions of Title 21 Local Coastal Implementation Plan, of the Newport Beach Municipal Code. Final action taken by the City may be appealed to the Coastal Commission in compliance with Section 21.64.035 of the City's certified LCP and Title 14 California Code of Regulations, Sections 13111 through 13120, and Section 30603 of the Coastal Act. PASSED, APPROVED, AND ADOPTED THIS 26TH DAY OF APRIL, 2018. Patrick J. Alford, Zoning Administrator 12-21-2017 10 Zoning Administrator Resolution No. ##1## Paqe 5 of 7 EXHIBIT "A" CONDITIONS OF APPROVAL 1. The development shall be in substantial conformance with the approved site plan, floor plans and building elevations stamped and dated with the date of this approval (except as modified by applicable conditions of approval). 2. No demolition or construction materials, equipment debris, or waste, shall be placed or stored in a location that would enter sensitive habitat, receiving waters, or a storm drain or result in impacts to environmentally sensitive habitat areas, streams, the beach, wetlands or their buffers. 3. Best Management Practices (BMPs) and Good Housekeeping Practices (GNPs) shall be implemented prior to and throughout the duration of construction activity AS designated on the Erosion Control Plan. 4. The discharge of any hazardous materials into storm sewer systems or receiving waters shall be prohibited. Machinery and equipment shall be maintained and washed in confined areas specifically designed to control runoff. A designated fueling and vehicle maintenance area with appropriate berms and protection to prevent spillage shall be provided as far away from storm drain systems or receiving waters as possible. 5. Debris from demolition shall be removed from work areas each day and removed from the project site within 24 hours of the completion of the project. Stockpiles and construction materials shall be covered, enclosed on all sites, not stored in contact with the soil, and located as far away as possible from drain inlets and any waterway. 6. Trash and debris shall be disposed in proper trash and recycling receptacles at the end of each construction day. Solid waste, including excess concrete, shall be disposed in adequate disposal facilities at a legal disposal site or recycled at a recycling facility. 7. Revisions to the approved plans may require an amendment to this Coastal Development Permit or the processing of a new coastal development permit. 8. The project is subject to all applicable City ordinances, policies, and standards, unless specifically waived or modified by the conditions of approval. 9. The Applicant shall comply with all federal, state, and local laws. Material violation of any of those laws in connection with the use may be cause for revocation of this Coastal Development Permit. 10. This Coastal Development Permit may be modified or revoked by the Zoning Administrator if determined that the proposed uses or conditions under which it is being operated or maintained is detrimental to the public health, welfare or materially injurious to property or improvements in the vicinity or if the property is operated or maintained so as to constitute a public nuisance. 12-21-2017 ss Zoning Administrator Resolution No. ##1## Paqe 6 of 7 11. Prior to issuance of a building permit, a copy of the Resolution, including conditions of approval Exhibit "A" shall be incorporated into the Building Division and field sets of plans. 12. Prior to issuance of a building permit, the applicant shall submit to the Planning Division an additional copy of the approved architectural plans for inclusion in the Coastal Development file. The plans shall be identical to those approved by all City departments for building permit issuance. The approved copy shall include architectural sheets only and shall be reduced in size to 11 inches by 17 inches. The plans shall accurately depict the elements approved by this Coastal Development Permit. 13. Prior to the issuance of building permits, the applicant shall submit a final landscape and irrigation plan. These plans shall incorporate drought tolerant plantings, non-invasive plant species and water efficient irrigation design. The plans shall be approved by the Planning Division. 14. All landscape materials and irrigation systems shall be maintained in accordance with the approved landscape plan. All landscaped areas shall be maintained in a healthy and growing condition and shall receive regular pruning, fertilizing, mowing, and trimming. All landscaped areas shall be kept free of weeds and debris. All irrigation systems shall be kept operable, including adjustments, replacements, repairs, and cleaning as part of regular maintenance. 15. Prior to the issuance of a building permit, the Applicant shall pay any unpaid administrative costs associated with the processing of this application to the Planning Division. 16. Should the property be sold or otherwise come under different ownership, any future owners or assignees shall be notified of the conditions of this approval by the current property owner or agent. 17. Coastal Development Permit No. CD2018-009 shall expire unless exercised within 24 months from the date of approval as specified in Section 21.54.060 (Time Limits and Extensions) of the Newport Beach Municipal Code, unless an extension is otherwise granted. 18. To the fullest extent permitted by law, applicant shall indemnify, defend and hold harmless City, its City Council, its boards and commissions, officials, officers, employees, and agents from and against any and all claims, demands, obligations, damages, actions, causes of action, suits, losses, judgments, fines, penalties, liabilities, costs and expenses (including without limitation, attorney's fees, disbursements and court costs) of every kind and nature whatsoever which may arise from or in any manner relate (directly or indirectly) to City's approval of Bast Residence CDP including, but not limited to, Coastal Development Permit No. CD2018-009 (PA2018-023). This indemnification shall include, but not be limited to, damages awarded against the City, if any, costs of suit, attorneys' fees, and other expenses incurred in connection with such claim, action, causes of action, suit or 12-21-2017 12 Zoning Administrator Resolution No. #### Paqe 7 of 7 proceeding whether incurred by applicant, City, and/orthe parties initiating or bringing such proceeding. The applicant shall indemnify the City for all of City's costs, attorneys' fees, and damages, which City incurs in enforcing the indemnification provisions set forth in this condition. The applicant shall pay to the City upon demand any amount owed to the City pursuant to the indemnification requirements prescribed in this condition. iz-zi-zon i3 Attachment No. ZA 2 Vicinity Map 08/17/2017 14 r r / Coastal VICINITY MAP Development Permit No. CD2018-009 PA2018-023 1721 East Balboa Boulevard 08/17/2017 15 Attachment No. ZA 3 Project Plans 08/17/2017 10 z O r 93 � O www �G i 20'-2" GLR. o I h u� darn .5 �-)rn �r�rZn O 00� 00� 00� = r =i 3 > D= 0 ar rn rn p r O 93 � O www �G i 20'-2" GLR. o I h u� A O D 1A r D 3 E SLOPE 2-6" L. ar rnFrn zdz -i y ABS/. -1 D Orn -nO ill >AO �= D0< 0� �Zrn � S M D p rn 20'-2" GLR. a n r A � ww i- p�d0 A o � 1 -0 p rn z rn � z z O OB -0- 0 - BSO D rn r T �mrn DiX rON =z 00 i rn:ern mO X 70�� vn oG M Y 0/ A 01cc -0 D 1A r '1 3 Iv, 2-6" L. ar rnFrn zdz -i y ABS/. -1 -0-: rn z rn Y X F C7 YU { -H ��� 0 z A rA ➢ F- —n D rn A r0 rnrrn p o I I rn I I � Z A O n I I rn rD O I I I I I I I I J I I I I I I I I I D I J A o � 1 -0 p rn z rn � z z O OB -0- 0 - BSO D rn r T �mrn DiX rON =z 00 i rn:ern mO X 70�� vn oG M Y 0/ 09 D - 0 U z z w A 01cc -0 D 1A r '1 09 D - 0 U z z w a -G„ 01cc -0 O FONT 5ET5AGK --i :K-0 0 :K3 3 0 2-6" L. ar DECK o rnFrn zdz -i y ABS/. -1 -0-: rn z rn Y X F C7 YU { -H ��� o 09 D - 0 U z z w �d Orn I aITE / LOWER FLOOR FLAN 4 MAIN FLOOR FLAN A New f+OVM for: Steve � Av�,to'wttte Bast i�2i �. g�Lbo� gl.vc(. , NewPovt geacln C.4 92��i X09) dog - X663 17 we 01cc -0 O D --i :K-0 0 :K3 �c 0 ar rn drn rnFrn zdz -i y A A> -1 -0-: rn z rn Y X F C7 YU { -H ��� rn A rA ➢ F- —n � rn A r0 rnrrn O O rn N Z A O y Z O?a r �I rn rD O -1A p0� D <r rn --Ir- I rn Arn rn Z< O J)9 rnD Dr rn�l Fn➢m y z � z G D rn _ p > FH � rn -' N� -' r O >lI� d ww Z rn r rn �f11 � x p x 00 ul 0 11 u u n u u u u u w w x N fl— ii 3 ii N N w N — ti N o x o w� w w w s k�) � �� w p w � -n -n Z -ern rn 3 � z �d Orn I aITE / LOWER FLOOR FLAN 4 MAIN FLOOR FLAN A New f+OVM for: Steve � Av�,to'wttte Bast i�2i �. g�Lbo� gl.vc(. , NewPovt geacln C.4 92��i X09) dog - X663 17 U) r m A p r rn 1 1C- 71 z O x L A New f+OVM for: OFFER FLOOR FLANROOF FLAN steve AVltoWl,ette Bast gqLboq gLvd. , Newport genh C.4 92001X09) dog -:Lc03 1 12 41 _o � 3:I �7 Ivfx _F T.� P' �RII-INS %o. L' - — {I II III II rL below f .I I. I I i i• JIL a-Uyi IMMIMM-I ..1111 • , I r I . FFIX T.- T.o, T. - •-- - 'MIN — II ~ —_ o�TH /P liflC LINbGp-oUN r7ParlKl UNC - TF--w� PIPLT. ill%{' �I A)T0; II I 11 2 m I U I E E7=F I i - 3-5,107 Nb*x CO rL+T - ILINc' T o, "Fe 5.; U TOF PP • L - -T. i I to 3SI 11-7 o � - �- T � a7! r�T17 �'NE v -NG d M r4 Oa 0 ,, f " I � 3 S J Z >z 6 0 9 ,c�sn u� DATE i</ice 7' - GENERAL NOTES: 1. A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIRED BEFORE THE BUILDING DEPARTMENT PERMIT FINAL CAN BE ISSUED. AT THE TIME OF PUBLIC WORKS DEPARTMENT INSPECTION, IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED, NEW CONCRETE SIDEWALK, CURB AND GUTTER, AND ALLEY/STREET PAVEMENT WILL BE REQUIRED. ADDITIONALLY, IF EXISTING UTILITIES INFRASTRUCTURE ARE DEEMED SUBSTANDARD, A NEW 1 -INCH WATER SERVICE, WATER METER BOX, SEWER LATERAL AND/OR CLEANOUT WITH BOX AND LID WILL BE REQUIRED. 100% OF THE COST SHALL BE BORNE BY THE PROPERTY OWNER (MUNICIPAL CODES 14.24.020 AND 14.08.030). SAID DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. 2. SEPARATE PERMIT FOR FENCES AND WALLS SHALL BE OBTAINED AT THE SAME TIME AS THE BUILDING PERMIT. 3. ALL WORK RELATED TO WASTEWATER IN THE PUBLIC RIGHT -OF- WAY SHALL BE PERFORMED BY A C-42 LICENSED SANITATION SEWER CONTRACTOR OR AN A LICENSED GENERAL ENGINEERING CONTRACTOR. 4. ALL WORK RELATED TO WATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-34 LICENSED PIPELINE CONTRACTOR OR AN A LICENSED GENERAL ENGINEERING CONTRACTOR 5. ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS. YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT 6. AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHIN THE PUBLIC RIGHT-OF-WAY EARTHWORK RAW CUT: RAW FILL: I � o co I / I r) ry Q > w J O m Q O m J m U� I Q wo Go 5 CY 9 CY CURB DR 35' co CONSTRUCTION NOTES: O CONSTRUCT 6" MIN CONCRETE DRIVEWAY O CONSTRUCT 4" MIN CONCRETE WALK. O3 INSTALL 4" FLAT GRATE DRAIN ®INSTALL 4" ATRIUM GRATE DRAIN OINSTALL 8" CATCH BASIN WITH FILTER INSERT PER DETAIL SHEET C2. © INSTALL PERFORATED DRAIN/TRENCH PER DETAIL SHEET C2 7O INSTALL TRENCH DRAIN PER DETAIL SHEET C2 ® INSTALL 4" PVC SDR 35 DRAIN LINE, S=0.01 MIN 9O CONSTRUCT 3"0 DRAIN THRU CURB PER CNB STD PLAN 184-L 10 REMOVE EXIST CONCRETE/BRICK AND PLACE DROUGHT TOLERANT PLANTS, 36" MAX HT. 11 CONSTRUCT CONCRETE CURB 211 5 6" CATCH BASIN NTS 4" CONCRETE MIN 6" TOPSOIL MIN --I 470 FRENCH DRAIN ro PERFORATION ® BOTTOM 3/4°CRUSHED ROCK FILTER CLOTH 12" LAP 12" ® TOP 6 PERFORATED DRAIN/ TRENCH DETAIL NTS THE EXISTING ALLEY BEHIND THE PROPERTY IS ON THE CITY'S STREET/ALLEY-CUT MORATORIUM LIST. TRENCHING INTO SAID ALLEY AS A PART OF THIS DEVELOPMENT WILL REQUIRE EXTENSIVE ALLEY REPAIR WORK. DETAILS OF SUCH REPAIR WORK MAY BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT. CURB DRAIN % «` F.Gi :I: :::.: :::.: ii FG I. -.FS 'FS-IHPFS -. 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N00'48'05"E 75.14 p 9.30 TG z I 'L ro I- w w — 7--- -.—.- -N � 9.33 oM I M z 1 9.33 9.64 "i o ^ 9.50 FS z i J ¢ z I FG FS m o3 h 8.65 FS \• m m 3 r FG of I m m 3 of o6 a I - I\ �w 3N o0 o I �O NEW WALL 1� 0 5 z 3 i \3 w 4 t V' PROPOPSED NEW RESIDENCE 4 F3 w NEW TREE 11.50' TW . m ai z 8 I 9.33 FS z I 4 \ I 3 CONCRETE I 00 a jSIDEWALK ADJACENT PROPERTY TO I rn _F GRADED UNDER SAME PERMIT SCALE: 1"=4' I ri AND AT THE SAME TIME. v` DESIGNED: ARCHITECT: OWNER/DEVELOPER: PREPARED BY: OFESS� SOILS ENGINEER/GEOLOGIST: BENCHMARK: LEGAL DESCRIPTION: SHEET: THOMAS M. RUIZ oQR S M,O�� PRECISE GRADING PLAN WILLIAM GUIDERO STEVE AND ANTOINETTE BAST �� pCt`P' COAST GEOTECHNICAL BENCHMARK NO: NB1-4-71 LOT 23 IN BLOCK "L" OF TRACT 518, IN THE CIVIL ENGINEER C z z 1721 E BALBOA AVENUE C2 425 30TH ST, STE 23 1721 E BALBOA BLVD ti 1200 W. COMMONWEALTH AVE CITY OF NEWPORT BEACH, COUNTY OF DRAWN: PA 11 THORNBIRD c3 NEWPORT BEACH, CA 92663 NEWPORT BEACH CA 92661 NO. 58627 FULLERTON, CA 92833 ORANGE, STATE OF CALIFORNIA, AS PER MAP ALISO VIEJO, CA 92656 A ELEVATION: ED 2 FEET (NAVD88), RECORDED IN BOOK 17, PAGE S) 33-36 OF CHCK'D: TR (949)675-2626 714-580-7455 * EXP. 12-31-18 * PH: 714-870-1211 YEAR LEVELED 2015 ( NEWPORT BEACH, CALIFORNIA W.O. 538117-01 MISCELLANEOUS MAPS, RECORDS OF sT9r CIVIC ��P THOMAS M. RUIZ RCE 58627 SEPTEMBER 27,2017 ORANGE COUNTY, CALIFORNIA. NO. DATE R E V I S 1 0 N S DATE: 1/24/18 FOF Cp 2C ABBREVIATIONS DIMENSIONS DETERMINED 6" MIN WIDE PEDESTRIAN SAFE C.O. CLEAN OUT BY GRATE FRAME FRAME & GRATE 3/8°SLOT DS DOWNSPOUT DIMENSIONS, USE FRAME OPENING. EAST JORDAN IRON (E) EXISTING AS FORMWORKS OR EQUAL (800) 874-4100 ED EXTRA DEPTH FOOTING 3' #4 REBAR FD FOUND ....,;..��..�.,..�..�.�.�o.,;.�., -.. TOP & BOTTOM FL FLOWLINE o FF FINISH FLOOR o - a''`ik- -"`�"^`w• �.' ,p:o. FP FS FINISH PAD FINISH SURFACE .o•: "\�'Aa „4-.u- 4 6�. FG FINISH GRADE GB GRADE BREAK GFF GARAGE FINISH FLOOR j FILL THIS PORTION W/ CRUSHED GFP GARAGE FINISH PAD ROCK AFTER POURING GRATE HP HIGH POINT SUPPORT CURB. I.P. IRON PIPE CRUSHED ROCK W/ 24" - I IE PA INVERT ELEVATION PLANTER AREA FILTER CLOTH PROP PROPOSED A- DIG A 24" WIDE X 18" DEEP TRENCH L&T LEAD AND TACK B- PLACE FILTER CLOTH IN THE TRENCH EXTENDING 12" VERTICAL ON EACH SIDE MON. MONUMENT C- FILL BOTTOM 8" OF THE TRENCH W/ CRUSHED ROCK (N) NEW D- FORM AND POUR PERIMETER CONCRETE CURB R/W RIGHT OF WAY E- FILL THE REST OF THE TRENCH W/ CRUSHED ROCK TO 4" FROM TOP OF TRENCH SDWK SIDEWALK T.B.M. TEMPORARY BENCHMARK TRENCH DRAIN TC TOP OF CURB TOP OF FOOTING NTS TF TG TOP OF GRATE TS TOP OF SEAL TW TOP OF WALL THE EXISTING ALLEY BEHIND THE PROPERTY IS ON THE CITY'S STREET/ALLEY-CUT MORATORIUM LIST. TRENCHING INTO SAID ALLEY AS A PART OF THIS DEVELOPMENT WILL REQUIRE EXTENSIVE ALLEY REPAIR WORK. DETAILS OF SUCH REPAIR WORK MAY BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT. CURB DRAIN % «` F.Gi :I: :::.: :::.: ii FG I. -.FS 'FS-IHPFS -. FG I FG FS-- :.:0:5% ------------ « \ ------ -- ... t aplF� cc 9 8.15 E \ X10 FS Y Iq ra— ---;� I _ _. — PA 2% �i% 1% i% :1% PA i L 1.% 1% 1� SWALE PLANTS GRAVEL' 0 _ — _ _ mss_ mss••: _�:— `- - =r- _ rs••• _r•• 36" MAX H T \�\\\\���� ��\C�\\\\�������\����\ - \ \... .. \ \.. .. \.............a .................... \........... \ \... .. \\:::.. c \.:. \... .....a: .. ............ \ \=\... .. �: - — -- — -- — -- — -- — -- — -- — -- — - - - - — .... . .... .. N00'48'05"E 75.14 p 9.30 TG z I 'L ro I- w w — 7--- -.—.- -N � 9.33 oM I M z 1 9.33 9.64 "i o ^ 9.50 FS z i J ¢ z I FG FS m o3 h 8.65 FS \• m m 3 r FG of I m m 3 of o6 a I - I\ �w 3N o0 o I �O NEW WALL 1� 0 5 z 3 i \3 w 4 t V' PROPOPSED NEW RESIDENCE 4 F3 w NEW TREE 11.50' TW . m ai z 8 I 9.33 FS z I 4 \ I 3 CONCRETE I 00 a jSIDEWALK ADJACENT PROPERTY TO I rn _F GRADED UNDER SAME PERMIT SCALE: 1"=4' I ri AND AT THE SAME TIME. v` DESIGNED: ARCHITECT: OWNER/DEVELOPER: PREPARED BY: OFESS� SOILS ENGINEER/GEOLOGIST: BENCHMARK: LEGAL DESCRIPTION: SHEET: THOMAS M. RUIZ oQR S M,O�� PRECISE GRADING PLAN WILLIAM GUIDERO STEVE AND ANTOINETTE BAST �� pCt`P' COAST GEOTECHNICAL BENCHMARK NO: NB1-4-71 LOT 23 IN BLOCK "L" OF TRACT 518, IN THE CIVIL ENGINEER C z z 1721 E BALBOA AVENUE C2 425 30TH ST, STE 23 1721 E BALBOA BLVD ti 1200 W. COMMONWEALTH AVE CITY OF NEWPORT BEACH, COUNTY OF DRAWN: PA 11 THORNBIRD c3 NEWPORT BEACH, CA 92663 NEWPORT BEACH CA 92661 NO. 58627 FULLERTON, CA 92833 ORANGE, STATE OF CALIFORNIA, AS PER MAP ALISO VIEJO, CA 92656 A ELEVATION: ED 2 FEET (NAVD88), RECORDED IN BOOK 17, PAGE S) 33-36 OF CHCK'D: TR (949)675-2626 714-580-7455 * EXP. 12-31-18 * PH: 714-870-1211 YEAR LEVELED 2015 ( NEWPORT BEACH, CALIFORNIA W.O. 538117-01 MISCELLANEOUS MAPS, RECORDS OF sT9r CIVIC ��P THOMAS M. RUIZ RCE 58627 SEPTEMBER 27,2017 ORANGE COUNTY, CALIFORNIA. NO. DATE R E V I S 1 0 N S DATE: 1/24/18 FOF Cp 2C NO. I DATE EROSION CONTROL 1. IN CASE OF EMERGENCY, CALL JIM COLLINS AT 949-613-5260 2. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF EMERGENCY DEVICES WHEN RAIN IS IMMINENT. 3. EROSION CONTROL DEVICES SHOWN ON THIS PLAN MAY BE REMOVED WHEN APPROVED BY THE BUILDING OFFICIAL IF THE GRADING OPERATION HAS PROGRESSED TO THE POINT WHERE THEY ARE NO LONTER REQUIRED. 4. GRADED AREAS ADJACENT TO FILL SLOPES LOCATED AT THE SITE PERIMETER MUST DRAIN AWAY FROM THE TOP OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. ALL LOOSE SOILS AND DEBRIS THAT MAY CREATE POTENTIAL HAZARD TO OFF-SITE PROPERTY SHALL BE STABILIZED OR REMOVED FROM THE SITE ON A DAILY BASIS. 5. ALL SILT AND DEBRIS SHALL BE REMOVED FROM ALL DEVICES WITHIN 24 HOURS AFTER EACH RAINSTORM AND BE DISPOSED OF PROPERLY. 6. A GUARD SHALL BE POSTED ON THE SITE WHENEVER THE DEPTH OF WATER IN ANY DEVICE EXCEEDS 2 FEET. THE DEVICE SHALL BE DRAINED OR PUMPED DRY WITHIN 24 HOURS AFTER EACH RAINSTORM. PUMPING AND DRAINING OF ALL BASINS AND DRAINAGE DEVICES MUST COMPLY WITH THE APPROPRIATE BMP FOR DEWATERING OPERATIONS. 7. THE PLACEMENT OF ADDITIONAL DEVICES TO REDUCE EROSION DAMAGE AND CONTAIN POLLUTANTS WITHIN THE SITE IS LEFT TO THE DESCRETION OF THE FIELD ENGINEER. ADDITIONAL DEVICES, AS NEEDED, SHALL BE INSTALLED TO RETAIN SEDIMENTS AND OTHER POLLUTANTS ON SITE. 8. DESILTING BASINS MAY NOT BE REMOVED OR MADE INOPERABLE BETWEEN NOVEMEBER 1 AND APRIL 15 OF THE FOLLOWING YEAR WIHOUT THE APPROVAL OF THE BUILDING OFFICIAL. 9. STORM WATER POLLUTION AND EROSION CONTROL DEVICES ARE TO BE MODIFIED, AS NEEDED, AS THE PROJECT PROGRESSES. THE DESIGN AND PLACEMENT OF THESE DEVICES IS THE RESPONSIBILITY OF THE FIELD ENGINEER. PLANS REPRSENTING CHANGES MUST BE SUBMITTED FOR APPROVAL IF REQUESTED BY THE BUILDING OFFICIAL. 10. EVERY EFFORT SHALL BE MADE TO ELIMINATE THE SDISCHARGE OF NON -STORM WATER FROM THE PROJECT SITE AT ALL TIMES. 11. ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON-SITE AND MAY NOT BE TRANSPORTED FROM THE SITE VIA SHEET FLOW, SWALES, ARE DRAINS, NATURAL DRAINAGE COURSES, OR WIND. 12. STOCKPILES OF EARTH AND OTHER CONSTRUC- TION RELATED MATERIALS MUST BE PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OR WIND OR WATER. 13. FUELS, OILS, SOLVENTS, AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR LISTING AND ARE NOT CONTAMINATE THE SOILS AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE THE BE PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE WASED INTO THE DRAINAGE SYSTEM. 14. EXCESS WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON-SITE UNTIL THEY CAN BE SISPOSED OF AS A SOLID WASTE. 15. DEVELOPERS/CONTRACTORS ARE RESPONSIBLE TO INSPECT ALL EROSION CONTROL DEVICES AND BMP'S ARE INSTALLED AND FUNCTIONING PROPERLY IF THERE IS A 40% CHANCE OF QUARTER INCH OR MORE OF PREDICTED PRECIPITATION, AND AFTER ACTUAL PRECIPITATION. A CONSTRUCTION SITE INSPECTION CHECKLIST AND INSPECTION LOG SHALL BE MAINTAINED AT THE PROJEFT SITE AT ALL TIMES AND AVAILABLE FOR REVIEW BY THE BUILDING OFFICIAL (COPIES OF THE SELF -INSPECTION CHECKLIST AND INSPECTION LOGS ARE AVAILABLE UPON REQUEST). 16. TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND. 17. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS. 18. ANY SLOPES WITH DISTURBED SOIL OR DENUDED OF VEGETATION MUST BE STABILIZED SO AS TO INHIBIT EROSION BY WIND AND WATER. 19. HOME OWNER TO ROUTINELY CLEAN ALL CATCH BASINS AND DRAIN LINES OF DEBRIS. 20. ADDITIONAL BMP'S WILL BE IMPLEMENTED AS DEEMED NECESSARY BY CITY INSPECTORS. R E V I S 1 0 N S DESIGNED: DRAWN: PA CHCK'D: TR DATE: 1/24/18 w W J O 00 O m J 00 00 H U) Q W ARCHITECT: E4 1 PLACE GRAVEL BAGS OR SILT FENCE TO PREVENT RU 7FF FROM SITE. WILLIAM GUIDERO 425 30TH ST, STE 23 NEWPORT BEACH, CA 92663 (949)675-2626 I BMP FACTS SHEET WM-1 MATERIAL DELIVERY AND STORAGE PROVIDE A MATERIAL STORAGE AREA WITH SECONDARY CONTAINMENT AND/OR WEATHER PROTECTION. NOTE THE MAINTENANCE PRACTICES AND SCHEDULE PROPOSED FOR THIS AREA. WM-2 MATERIAL USE HAZARDOUS MATERIALS, FERTILIZERS, PESTICIDES, PLASTERS, SOLVENTS, PAINTS, AND OTHER COMPOUNDS MUST BE PROPERLY HANDELED IN ORDER TO REDUCE THE RISK OF POLLUTION OR CONTAMINATION. TRAINING AND INFORMATION ON PROCEDURES FOR THE PROPER USE OF ALL MATERIALS MUST BE AVAILABLE TO THE EMPLOYESS THAT APPLY SUCH MATERIALS. WM-4 SPILL PREVENTION AND CONTROL IDENTIFY SPILL PREVENTION AND CONTROL MEASURES THAT WILL BE TAKEN FOR ALL PROPOSED MATERIALS. IDENTIFY THE METHODS, BY WHICH ACCIDENTAL SPILLS WILL BE CLEANED AND PROPERLY DISPOSED OF. WM-5 SOLID WASTE MANAGEMENT PROVIDE DESIGNATED WASTE COLLECTION AREAS AND CONTAINERS. ARRANGE FOR REGULAR DISPOSAL. PROVIDE COVERED STORAGE WITH SECONDARY CONTAINMENT. CONTAINERS ARE REQUIRED TO PROTECT WASTE FROM RAIN TO PREVENT WATER POLLUTION AND PREVENT WIND DISPERSAL. WM-6 HAZARDOUS WASTE MANAGEMENT HAZARDOUS MATERIALS MUST BE DISPOSED OF IN ACCORDANCE WITH STATE AND FEDERAL REGULATIONS. IDENTIFY THE PROPOSED METHODS OF DISPOSAL AND ANY SPECIAL HANDLING CONTRACTS THAT MAY BE APPLICABLE. WM-7 CONTAMINATED SOIL MANAGEMENT PREVENT OR REDUCE THE DISCHARGE OR POLLUTANTS TO STORMWATER FROM CONTAMINATED SOIL AND HIGHLY ACIDIC OR ALKALINE SOILS BY CONDUCTING PRE -CONSTRUCTION SURVEYS, INSPECTING EXCAVATIONS REGULARLY, AND REMEDIATING CONTAMINATED SOIL PROMPTLY. WM-8 CONCRETE WASTE MANAGEMENT STORE DRY AND WET MATERIALS UNDER COVER. AVOID ON-SITE WASHOUT EXCEPT IN DESIGNATED AREAS AWAY FROM DRAINS, DITCHES, STREETS, AND STREAMS. CONCRETE WASTE DEPOSITED ON-SITE SHALL SET UP, BE BROKEN APART, AND DISPOSED OF PROPERLY. CONTAINMENT AND PROPER DISPOSAL IS REQUIRED FOR ALL CONCRETE WASTE. WM-9 SANITARY/SEPTIC WASTE MANAGEMENT UNTREATED RAW WASTEWATER IS NOT TO BE DISCHARGED OR BURIED. SANITARY SEWER FACILITIES ON-SITE ARE REQUIRED TO BE IN COMPLIANCE WITH LOCAL HEALTH AGENCY REQUIREMENTS. SANITARY OR SEPTIC WASTES MUST BE TREATED OR DISPOSED OF IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS. TC -1 STABILIZED CONSTRUCTION ENTRANCE A STABILIZED ENTRACE IS REQUIRED FOR ALL CONSTRUCTION SITES TO ENSURE THAT DIRT AND DEBRIS ARE NOT TRACKED ONTO THE ROAD OR ADJACENT PROPERTY. MAINTENANCE OF SUCH A SYSTEM IS REQUIRED FOR THE DURATION OF THE PROJECT. SUCH STABILIZATION MAY BE OF ROCK OR PAVED. SE -1 SILT FENCE SE -3 SEDIMENT TRAP SE -8 GRAVEL BAGS ERODED SEDIMENTS MUST BE RETAINED ON-SITE AND NOT PERMITTED TO ENTER THE DRAINAGE SYSTEM. REQUIREMENT MAY BE WAIVED AT THE SOLE DISCRETION OF THE CITY INSPECTOR IF OTHER EROSION CONTROL BMP'S ARE DEEMED SUFFICIENT. BMP FACTS SHEET ALL BMP'S SHALL BE IN ACCORDANCE WITH MODEL BMP'S FROM THE CALIFORNIA STORMWATER BMP HANDBOOK FOR CONSTRUCTION AT W W W.CABMPHANDBOOKS.COM 9CONSTRUCT GRAVEL BAG EROSION CONTROL ALONG PROPERTY LINES EXCEPT DRAIVEWAY APPROACHES. THE SAND BAGS SOULD BE 24" WIDE AND 10" HIGH. MINIMUM PER DETAIL HEREON AND IN ACCORDANCE WITH BMP FACTS SHEET #SE -8. 9CONSTRUCT SANITARY WASTE MANAGEMENT AREA IN ACCORDANCE WITH BMP FACTS SHEET #WM-9. 9CONSTRUCT MATERIALS STORAGE ARE IN ACCORDANCE WITH BMP FACTS SHEET #WM-1. EC4 EXISTING WALL TO REAMAIN. PROTECT IN PLACE. L- - - - - - J OWNER/DEVELOPER: STEVE AND ANTOINETTE BAST 1721 E BALBOA BLVD NEWPORT BEACH CA 92661 PREPARED BY: THOMAS M. RUIZ CIVIL ENGINEER 11 THORNBIRD ALISO VIEJO, CA 92656 714-580-7455 W � s Al. C z NO. 58627 A * EXP. 12-31-18 ST CfVk �P I OF CF\,IFOFL THOMAS M. RUIZ RCE 58627 SOILS ENGINEER/GEOLOGIST: COAST GEOTECHNICAL 1200 W. COMMONWEALTH AVE FULLERTON, CA 92833 PH: 714-870-1211 W.0.538117-01 SEPTEMBER 27,2017 BENCHMARK: BENCHMARK NO: NB1-4-71 ELEVATION: 7.828 FEET (NAVD88), YEAR LEVELED 2015 EROSION CONTROL LEGEND MIN HEIGHT 2 2 BAGS MIN. i i PLACE GRAVEL BAGS PLACE FENCE WITH WIND SCREEN GRAVEL BAG DETAIL NTS 8" MIN GRAVEL EXISTING GROUND PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND STREET CONSTRUCTION ENTRANCE NTS } W J J Q EC1 E GRAVEL BAG[.S OR FENCE TO PREIVVENT )FF FROM SITE SCALE: 1"=6' LEGAL DESCRIPTION: LOT 23 IN BLOCK "L" OF TRACT 518, IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 17, PAGE(S) 33-36 OF MISCELLANEOUS MAPS, RECORDS OF ORANGE COUNTY, CALIFORNIA. EROSION CONTROL PLAN 1721 E BALBOA AVENUE NEWPORT BEACH, CALIFORNIA SHEET: C4 21 a FD. LT&TAG STAMPED 11 EAST<BALEOA, �OULEI/A/�®° ° L.S. 5411 , FLUSH. a (8.05) 258.09' �4 - 1 FS a \a a a a ° a a a \ ° 41 _ 4 (BASIS OF BEARING) Q a FD. L T&TAG STAMPED < N89°08'3_5"W _ 698.93' a _ _ /! "L.S. 5411", FLUSH. (° ° ° FS 01) a a a (8.00) 360.04' I I a FS a a a ° i a zi o I I Q a o CONCRETE ROADWAY aa BwI r ° � Q MI J ° ° ° a �I I 4 Q a 8.47 TC (8.48)TC CURB & � ° < ° ° a ° Z'I (8.56)TC (8.45)TC (8.51)TC Q 8.55 TC I < 8.11 FL \-Z \ 8.13 FL ° 8.15 FLS 8.12 FLS GUTTER 8.15 FL ° (8.12)FL I �o w 8.4 8.55 I� (8,.46) w ( FS" 8.54) SLPB GRASS FS w v 8.57 7° =LI FS 0) N ?l' FS 8.61 FS ( ) N ° FS FS 52 °CONCRETE SIDEWALK 8.58 ° ° ('SFS 4 a FD L T&TAG STAMPED ° ° FS a (g.69) 8.65 . S I "LS. 4212, FLUSH. GRAPHIC SCALE (8.65) n a a N89°08'35"W FS'63) ° a 8.6 S ° a ° 5.64 a °FS,65 70.09' FS I (8.66) FS 4 Q ? 4 8 1,635.00' 35.00' PROPERTY 8.69 ° (8.54) LINE FS - NG ao (8.85) _ F_ ( IN FEET) FS 9.50 \ 1 INCH = 8 FT. mag ° 36 0 8.98 ° klc o 6 / 8.64 \ / 9.07) NG EXISTING' BUILDING j i jr� / PROPERTY LINE rn Z j' o Z o j Z / 00 Z \ / °D (9.08) NG EXISTING v NG85) v BUILDING /, W NG (9.10)ING FS (9.16) �j 24 a1' I . -- (19.11 (9.25) FF 9T O o j 5.5' TALL ...(9 (9.41) FS (30.2 WDF N RIDGE o lie° (9.55 9.44 [2N( .56) (9.23) FS 9.34 / / �. FS NG \ (9.43) . p�, ° (9.33 (20.9) RIDGE j 23 EXISTING BUILDING 4_10/1 / jBUILDING GM GAS METER EDGE PAVEMENT EXISTING (9.12) j7rn HP HIGH POINT 9.12 a ( FS ��`a20.45)%/Qa FS j I t9l z % © - GAS METER Y�TOP - PLANTER AREA FS08) R - PROPERTY LINE / FS - POWER POLE - WROUGHT IRON FENCE (WIF) j - ROOF DRAIN (CURB OUTLET) cj RIM - MANHOLE RIM �o- - WOOD FENCE (WDF) J (9.03) FS [1 ®:jX .1 L< R/W - RIGHT OF WAY ® - SEWER CLEANOUT a a ® - WATER METER /, o j 5.5' TALL ...(9 (9.41) FS (30.2 WDF N RIDGE o lie° (9.55 9.44 [2N( .56) (9.23) FS 9.34 / / �. FS NG \ (9.43) . p�, ° (9.33 (20.9) RIDGE j 23 EXISTING BUILDING 4_10/1 / jBUILDING GM GAS METER EDGE PAVEMENT EXISTING - HANDICAP RAMP j7rn HP HIGH POINT - *METER, PULL BOX j I v - SIGN z % FS 35.00' 1 UL33FS'35.00a y.o4/n (9.33) (9.34 9.35 N89'°09'02"W (9.33) 70.00' PROPERTY a, 9.28 FS FS 9 31 FS Q FS LINE i ((( ///DDD (9.16) B ° °a ° a (9SC0 2 4Za EPB In a ` a CONCRETE ROADWAY a 299.06' a a i902(_9F.as Fs ° S _ a \ < ALLEY ° a 4 ° 07 \ FD. LT&TAG STAMPED TITLE REPORT/EASEMENT NOTES 1717 E BALBOA BLVD NEWPORT BEACH, CA 92661 (APN:048-221-28) \ \ NO TITLE REPORT PROVIDED. LEGAL DESCRIPTION REAL PROPERTY SITUATED IN THE CITY OF NEWPORT BEACH, COUNTY OF ' `\ ORANGE, STATE OF CALIFORNIA DESCRIBED AS FOLLOWS: LOT 23 AND LOT 24 IN BLOCK "L" OF TRACT 518, IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 17, PAGE(S) 33-36 OF MISCELLANEOUS MAPS, RECORDS OF ORANGE COUNTY, CALIFORNIA. N89007'92"W 599.28' PLAZA DEL NORTE Q (24.5) RIDGE IL 9:29 FS l� wm 11.1V T I ® )SC05) I (9.16) o ATV o (9WM) TPB a Z I _ ° 359.98' _ (8.88L 8'83 �/ FD. EPDXY I I NO TAG. a zs a a A I I FD. TAG IN EPDXY "L.S. 5025". FLUSH. LEGEND d - FIRE HYDRANT GM GAS METER EDGE PAVEMENT HCR - HANDICAP RAMP m - WATER VALVE HP HIGH POINT - *METER, PULL BOX INV. - INVERT v - SIGN NG - NATURAL GROUND © - GAS METER PA - PLANTER AREA - BLOCK WALL R - PROPERTY LINE - STREET LIGHT PP - POWER POLE - WROUGHT IRON FENCE (WIF) RD - ROOF DRAIN (CURB OUTLET) cj RIM - MANHOLE RIM �o- - WOOD FENCE (WDF) J =Q ®:jX .1 L< R/W - RIGHT OF WAY ® - SEWER CLEANOUT SCO - SEWER CLEAN-OUT ® - WATER METER SMH - SEWER MANHOLE AC - ASPHALT PAVEMENT TC - TOP OF CURB AD - AREA DRAIN TE - TRASH ENCLOSURE BFP - BACK FLOW PREVENTER TG - TOP OF GRATE BS - BOTTOM OF STEPS TGW - TOP OF GARDEN/PLANTER WALL BX - BOTTOM OF DRIVEWAY "X" TPB - TELEPHONE PULL BOX CATV - CABLE TELEVISION BOX TS - TOP OF STEPS CF - CURB FACE U) 0p�y L9 L` TW - TOP OF WALL CHMY. - CHIMNEY ZW W TX - TOP OF DRIVEWAY "X" - CENTERLINE LU Z UGT - UNDERGROUND TRANSFORMER D.O. - DRAIN OUTLET =a VG - VALLEY GUTTER ELEC. - ELECTRICAL D N VPB - VERIZON PULL BOX EPB - ELECTRICAL PULL BOX x 0 O EL W/ - WITH EC - END OF CURVE EL WM - WATER METER FC - FINISHED CONCRETE FF - FINISHED FLOOR WV - WATER VALVE FFG - FINISHED FLOOR GARAGE () - EXISTING ELEVATION FH - FIRE HYDRANT ® - FOUND MONUMENT FL - FLOWLINE O SEARCHED, FOUND NOTHING; SET FS - FINISHED SURFACE 0 NOTHING u T.B.M. TEMPORARY BENCHMARK SET ON a a a 0- SANITARY SEWER -CLEANOUT a Qa - CONCRETE SURFACE ELEV. = 9.31 FEET. - GRASS v BRICK SURFACE BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF EAST BALBOA BOULEVARD BEING N89008'35"W PER TRACT MAP NO. 518 M.M. 17/33-36, RECORDS OF ORANGE COUNTY. BENCHMARK INFORMATION BENCHMARK NO: NB1-4-71 DESCRIBED BY OCS 2002 - FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED 111\1131-4-71 ", SET IN THE TOP OF A 4 IN. BY 4 IN. CONCRETEPOST. MONUMENT IS LOCATED IN THE SOUTHEAST CORNER OF THE INTERSECTION OF F STREET AND BALBOA BOULEVARD, 81 FT. SOUTHEASTERLY OF THE CENTERLINE OF F STREET AND 27.3 FT. NORTHEASTERLY OF THE CENTERLINE OF BALBOA BOULEVARD. MONUMENT IS SET LEVEL WITH THE SIDEWALK. ELEVATION: 7.828 FEET (NAVD88), YEAR LEVELED 2015 SURVEYOR'S NOTES SURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTY CORNERS OR OFFSETS BEFORE STARTING GRADING. PLEASE CALL PAUL CRAFT @ 714-488-5006 TO SCHEDULE. 3/2/2018 PAUL D. CRAFT, P.L.S. 8516 DATE N LANA LICENSE RENEWAL DATE 12/31/18 oCg' IDOMIN/C/r,( NOTE: SECTION 8770.6 OF THE CALIFORNIA BUSINESS AND PROFESSIONS CODE STATES THAT THE USE OF THE WORD CERTIFY OR CERTIFICATION BY A LICENSED LAND SURVEYOR IN THE PRACTICE OF LAND SURVEYING OR THE ° a No. 8516 Exp. 12/31/18 PREPARATION OF MAPS, PLATS, REPORTS, DESCRIPTIONS OR OTHER SURVEYING sT DOCUMENTS ONLY CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINION 9l REGARDING THOSE FACTS OR FINDINGS WHICH ARE THE SUBJECT OF THE F OF CA_\F CERTIFICATION AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED. 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