Loading...
HomeMy WebLinkAbout02_Davis Coastal Development Permit_PA2017-026 @t^y COMMUNITY DEVELOPMENT DEPARTMENT U }+ PLANNING DIVISION 100 Civic Center Drive, P.O. Box 1768, Newport Beach, CA 92658-8915 cy /FO R �P 949-644-3200 LN:: www.newportbeachca.gov CITY OF NEWPORT BEACH ZONING ADMINISTRATOR STAFF REPORT April 27, 2017 Agenda Item No. 2 SUBJECT: Davis Residence Coastal Development Permit No. CD2017-010 (PA2017-026) SITE 2612 Vista Drive, Bayshores LOCATION: APPLICANT/ Joshua Davis OWNER: PLANNER: Benjamin M. Zdeba, AICP, Associate Planner 949-644-3253, bzdeba@newportbeachca.gov GENERAL PLAN/ZONING DISTRICT • Coastal Land Use Category: Single-Unit Residential Detached — (6.0 - 9.9 DU/AC) (RSD-B) • Coastal Zoning District: Single-Unit Residential (R-1) • General Plan Land Use Category: Single-Unit Residential Detached (RS-D) • Zoning District: Single-Unit Residential (R-1) PROJECT SUMMARY A request for a coastal development permit to allow the demolition of an existing single- family residence with attached garage and the construction of a new 3,977-square-foot single-family residence with a 674-square-foot attached garage. The proposed development also includes additional apurtenances such as walls, fences. patios, hardscape, drainage devices, landscaping, and modifications to existing utility connections. RECOMMENDATION 1) Conduct a public hearing; 2) Find this project exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15303 under Class Class 3 (New Construction or Conversion of Small Structures) of the CEQA Guidelines, because it has no potential to have a significant effect on the environment; and 1 Davis Residence Zoning Administrator, April 27, 2017 Page 2 3) Adopt Draft Zoning Administrator Resolution No. ZA2017- approving Coastal Development Permit No. CD2017-010 (Attachment No. ZA 1). DISCUSSION 1. The subject property is located in the R-1 Coastal Zoning District, which is consistent with the City's Coastal Land Use Plan, General Plan Land Use Category and Zoning Code. These designations provide for single family residential development. The property is located within the appeal area providing the possibility for a final action to be appealed to the California Coastal Commission. Additionally, a waiver for de minimus development cannot be issued because the site is within the Appeal Area. 2. The subject property is developed with a single-family home on a lot designated for residential development. 3. The proposed single-family residence and accessory structures conform to all applicable development standards including floor area limit, setbacks, height, 9.0 (NAVD88) minimum finished floor elevation and off-street parking as shown in the project plans. 4. The project site is not located between the nearest public road and the sea or shoreline and re-development will not affect public recreation, access, or views. 5. The residential lot does not currently provide nor inhibit public coastal access and it is not located adjacent or near a public beach. 6. 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 permit. 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 CBC prior to building permit issuance. 7. The property is not located within 100 feet of coastal waters. A construction erosion control plan is provided and a post construction drainage system will be installed that includes drainage and percolation features designed to retain dry weather and minor rain run-off on-site to ensure the project does not impact water quality.Any water not retained on-site is directed to the City's storm drain system. 8. The design, bulk, and scale of the development is consistent with the existing neighborhood pattern of development and expected future development. The property is not located near public view points or coastal view roads, as designated in the Coastal Land Use Plan, and will not impact public coastal views. TmpIC 01/17217 2 Davis Residence Zoning Administrator, April 27, 2017 Page 3 ENVIRONMENTAL REVIEW This project is exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15303 under Class 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. The Class 3 exemption includes the construction of limited numbers of new, small structures, including one single-family residence. The proposed project is a new single- family residence located in the R-1 Coastal Zoning District. PUBLIC NOTICE Notice of this public hearing was published in the Daily Pilot, mailed to all owners of property and residents 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 that was posted at City Hall and on the City website. APPEAL PERIOD: An appeal or call for review may be filed with the Director of Community Development within 14 days following the date of action. For additional information on filing an appeal, contact the Planning Division at (949) 644-3200. Prepared by: /VJ J A — Aqpdalhinp/. 2deba, AICP ssociat anner JWC/bmz Attachments: ZA 1 Draft Resolution ZA 2 Vicinity Map ZA 3 Applicant's Project Description and Project Plans Tmpl[:01/17217 3 Attachment No. ZA 1 Draft Resolution 4 RESOLUTION NO. ZA2017-### A RESOLUTION OF THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH APPROVING COASTAL DEVELOPMENT PERMIT NO. CD2017-010 FOR A NEW SINGLE UNIT RESIDENCE LOCATED AT 2612 VISTA DRIVE (PA2017- 026) THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS FOLLOWS: SECTION 1. STATEMENT OF FACTS. 1. An application was filed by Joshua Davis, with respect to property located at 2612 Vista Drive, and legally described as Lot 40 of Tract No. 1102, requesting approval of a coastal development permit. 2. The applicant proposes the demolition of an existing single-family residence with attached garage and the construction of a new 3,977-square-foot singlo-family residence with a 674- square-foot attached garage. The proposed developmet5t also includes additional appurtenances such as walls, fences. patios, hardscape, drainage devices, landscaping, and modifications to existing utility connections. 3. The subject property is located within the Single-Unit Residential (R-1) Zoning District and the General Plan Land Use Element category is Single-Unit Residential Detached (RS- D). 4. The subject property is located within the coastal zone. The Coastal Land Use Plan category is Single-Unit Residential Detached—(6.0-9.9 DU/AC) (RSD-B) and the Coastal Zoning District is Single-Unit Residential (R-1). 5. A public hearing was held on April 27, 2017, 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. SECTION 2. CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION. 1. This project is categorically exempt pursuant to Title 14 of the California Code of Regulations (Section 15315, 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). 2. Class 3 exempts the construction of limited numbers of new, small structures, including one single-family residence. The proposed project is a new single-family residence located in the R-1 Coastal Zoning District. Zoning Administrator Resolution No. ZA2017-### Page 2 of 5 SECTION 3. REQUIRED FINDINGS. In accordance with Section 21.52.015 (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: 1. The proposed development complies with applicable residential development standards including, but not limited to, floor area limitation, setbacks, height, and parking. a. The maximum floor area limitation is 5,440 square feet and the proposed floor area is 4,651 square feet. b. The proposed development complies with the required setbacks, which are 10 feet along the front property line, 3 feet along each side property line and 10 feet along the rear property line. C. The highest guardrail/parapet is less than 24 feet from established grade and the highest ridge is 29 feet from established grade. The proposed development complies with all height requirements. d. As the proposed development includes less than 4,000 square feet of livable floor area, a two-car garage is required. The proposed development provides a three- car garage. 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. 3. The proposed development is not located on the shoreline and is approximately 600 feet from the nearest beach. The proposed finished floor is 13.52 MSL (NAVD88), which is higher than the 9.00 MSL (NAVD88) standard. Impacts from wave run-up and sea live rise are not anticipated. 4. 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 CBC prior to building permit issuance. 01-03-17 Zoning Administrator Resolution No. ZA2017-### Page 3 of 5 5. The property is not located within 100 feet of coastal waters. A construction erosion control plan is provided and a post-construction drainage system will be installed that includes drainage and percolation features designed to retain dry weather and minor rain run-off on-site to ensure the project does not impact water quality. Any water not retained on-site is directed to the City's storm drain system. 6. 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. 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'0161and the sea or shoreline of any body of water located within the coastal zone. Fact in Support of Finding: The proposed project is not located between th „__earest'public ro and the sea or shoreline. SECTION 4. DECISION. NOW, THEREFORE, BE IT RESOLVED: 1. The Zoning Administrator of the City of Newport Beach hereby approves Coastal Development Permit No. CD2017-010, 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. PASSED, APPROVED, AND ADOPTED THIS 27TH DAY OF APRIL, 2017. Patrick J. Alford, Zoning Administrator 01-03-17 Zoning Administrator Resolution No. ZA2017-### Page 4 of 5 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. Revisions to the approved plans may require an amendment to this Coastal Development Permit or the processing of a new Coastal Development Permit. 3. Coastal Development Permit No. CD2017-010 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. 4. The project is subject to all applicable City ordinances, policies, and standards, unless specifically waived or modified by the conditions of approval. 5. 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. 4111111b, 6. 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. 7. Prior to issuance of the building permits, a copy of the Resolution, including conditions of approval Exhibit "A" shall be incorporated into the Building Division and field sets of plans. 8. Prior to issuance of building permits, 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. 9. Prior to the issuance of building permits, the applicant shall submit a final construction erosion control plan. The plan shall be subject to the review and approval by the Building Division. 10. Prior to the issuance of building permits, the applicant shall submit a final drainage and grading plan. The plan shall be subject to the review and approval by the Building Division. 01-03-17 g Zoning Administrator Resolution No. ZA2017-### Page 5 of 5 11. Prior to the issuance of building permits, the applicant shall submit a 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. 12. 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. 13. Prior to the issuance of building permit, the applicant shall pay any unpaid administrative costs associated with the processing of this application to the Planning Division. 14. 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 either the current business owner, property owner, or the leasing agent. 15. This approval shall expire and become void unless exercised within 24 months from the actual date of review authority approval, except where an extension of time is approved in compliance with the provisions of Title 21 Planning and Zoning of the Newport Beach Municipal Code. 16. 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 Davis Residence Coastal Development Permit including, but not limited to, Coastal Development Permit No. CD2017-010. 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 proceeding whether incurred by applicant, City, and/or the 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. 01-03-17 9 Attachment No. ZA 2 Vicinity Map 10 0 1 0 1 1 _ Totai: 609.33 ft Total: 515.04 ft ' 7 Attachment No. ZA 3 Project Plans 12 PROJECT INFORMATION CUSTOM RESIDENCE FOR Josh & Cameran Davis 2495 Crestview Drive Newport Beach, CA 92663 (949) 230-9233 JOB ADDRESS 2612 Vista Drive p p Newport Beach, CA 92660 N28058'53"E 100.00' EXISTING 6-0"HIGH WALL LEGAL EASEMENT 2 O i7z= , LO40 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . oN . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. Tract 1 02 ' r o Zoning R-1 APN: 049 175 05 o U SITE d r Q 10'_1" 4" � � � 10'-°"MIN. BLDG. CITY SETBACK Lot Area 4,000 sq. ft. Buildable Lot Area 2,720 sq. ft. • LLo =s ROOF o w Max. Buildable Area (2x) 5,440 sq. ft. o : 1 0 10,_0„ 10,_0„ > (� ° o BLDG. Project Buildable Area (1 .71 ) 4,651 sq. ft. U OZ Lu 10'-0"MIN. I � I I ; W p Min. Open Space Req'd. (15%) 408 sq. ft. d 7 a J W CITY SETBACK I I I ;i ¢ i 3 i \ _ ROOF o Q Project Open Space (30.7%) q. U 834 s ft. Q o _ – p o Max. allowed third floor area (15%) 408 sq. ft. y 5 � > Project Third Floor Area (14.8%) 402 sq. ft. RESIDENCE (4 bedrooms) ACTUAL NBZC First Level Floor Area 1 ,426sq. ft. 1 ,411 sq. ft. Second Level Floor Area 2,149sq. ft. 2,017sq. ft. �Il Third Level Floor Area 402sq. ft. 402sq. ft. Total Floor Area 3,977sq. ft. 3,830sq. ft. `ryti, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Q . . . . . . . . . . . . . . . . . . . . . . .oQ . . . . . LL . , Garage Area 674sq. ft. 674sq. ft. — J — — — 4 N — — — — am — � — MLL 2r Roof Deck Area 577sq. ft. 577sq. ft. - - - - — - - - - - - - - - - - - - - - - - - - - - Covered Porch 130sq. ft. 130sq. ft. AVERAGE GRADE CALCULATION NBZC N28058'53"E 100.00' EXISTING 5'-6"HIGH FENCE EXISTING GRADES: 12.71+ 12.72 + 13.04 + 13.21 (DIVIDE BY 4) = 12.92 OCCUPANCY: R-1 , U SITE PLAN TYPE: V-B fire-sprinkled per NFPA 13D SCALE: 1/8" = V-0° ZONING: R-1 J LU Z 1"' z SHEETINDEX ID Name 1 SITE PLAN I M 2 FIRST LEVEL FLOOR PLAN M \ ` N J r � __ �'�' r 3 SECOND LEVEL FLOOR PLAN � fLLLJI ? F T 4 THIRD FLOOR& ROOF DECK PLAN Q 5 ROOF PLAN - O 6 EXTERIOR ELEVATIONS (FRONT, REAR& RIGHT SIDE) `•'-. 7 EXTERIOR ELEVATIONS (LEFT SIDE) 8 FIRST LEVELAREA CALCULATIONS 2 9 SECOND LEVEL AREA CALCULATION U Q 10 THIRD LEVELAREA CALCULATION a 11 TOPOGRAPHIC SURVEY 12 LANDSCAPE/HARDSCAPE PLAN C_ W 13 LANDSCAPE CALCULATIONS W Z > > e d 14 LANDSCAPE TREE PLAN U z A 15 LANDSCAPE PLANTING PLAN > cL W 0 16 EROSION CONTROL PLAN Q W ? W z i o _ 17 GRADING PLAN NOTES Q ¢ W a1 18 PRECISE GRADING PLANypl- Q O a m4 � Date: 3/9/17 - � � h �� Scale: 1/8" 1'-0" _ �� a x Drawn: CSH Job: 2612 VISTA DRIVE " "O'zSay SHEET 1 VICINITY MAP OF SHEETS 77'_6" 24" 35-0" 25'-6" 17'-0" 21'-8" 13'-4" 5'-10" 5'-4" 5'-10" N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - — - - - - - - - — - - — - - — - - — - - — fV o I I I O I - r — — 36" F.P. r � r -Ir � I � o L_ JL- JL- J I is I Z z z TRASH AREA i I U v II I I ¢ 6 y o o - I OFFICE I �00 E o P WDER I CLG. 96 g 4 N w 0 7 ¢ao m I J SLPED C I s � �e"o y F N O II I i Um � u II I ¢ z Q I � - - - - - - - - - - - - - - - - - - - - - - - z9. � \ / I - - - - - - - - - - N U 2 M ROOM POCKET — — — — — cL 8 I I UP 16_0, l \ / I o N \ GARAGE / I I ENTRY I PORCI I I I \ CLG. 86 / I 1 — I I CLG. 96 I CLG. 96 I I m ¢ I I J i I \ / II KITCHEN Ya a I r I k II CLG. 86 z I � I I I I ° I w I I DINING LIVING L I z I I CLG. 96 o CLG. 96 U) z I I I o I \ II I I I I - � 20'-0" WIDE X 20'-0" DEEP \ \ I P NTRY I I I I I Z / PARKING AREA \ I CL . 86 \ - - - - - - - - - - - - - - - J 0- FRZR. REFR. MICRO 42" F P. r I I I✓ oI IG - - - - - - - - - - - - - - - - - - - - - - ]I I— - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ — 1 - - = N I - - -L� _ -1 o ~ - - - - J I I LL J I LLJ v I e L>L.l N M - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - — - - — - - — - - — - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - — - - - - - - - - -� m � U 19'-0" 19'-2" LL 38'-2" 5'-4" T-6" 20'-6" 51'-0" 101_1" 4" 71'_6" 1 6'-0" 24" 101_1" FIRST LEVEL FLOOR PLAN SCALE: 1/4" = V-0" M M N d O N O � rn Q U x U �a a a W �o N Z z > w A QQU > En Q > c uH a > E- U O N U O N Z N Date: 3/9/17 pN Q Scale: 1/4" = 1'-0" Drawn: CSH Job: 2612 VISTA DRIVE SHEET 2 OF q ,,SHEETS 4" 75•_6" 14'-1" 35-0" 22,_6" 16'-0" 24" 8'-10" 2'-4" 4'-10" — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - — - - - - - - - - - - - - - - - - - - - - — - - — - - - - — - - - - - - - - - - - - — - - - - - - — - - - - - - - - - - - — - - <V fV O I I O O N SHOWER I - - N O z z V m u I Q o am 8 'u r o BEDROOM MAPTER I ° 7 ¢°9 CLG, 86 BATH O P E N BEDROOM I vo CLG. 8 DN. rn ¢ SLpL�.D C� ° aUmu 8:12 SLOPE I 8:12 SLOPE z U p z ¢ o UP I - U 2 - - - - - - - - - - - - - - - - - - - - - - II I w II I SHELF&POLE U P U P o m SHELF&POLE SHELF&POLE I m 7 e. . — 36" F.P. I CUA \ SHELF&POLE SHOWER I I I i IiN L V I J I I 5 (L I � LAUNDRYr �� CLG. 96 1-I J o MASTER I I I I N - JJ BEDROOM 171 U U H SI MASTER BATH 3 BCLOSE ' BEDROOM 3 BATH CLG. 86 CLG. 86 l CLG. — — — — — — — — � Y� µF S CLG. 86 px \ I o I - - - - - - - - -ABOVE SLOPED 17 w CLG.o m m II oil I I m I J LLII W II I I I III I � I INFf _ _JI I N SHOWER SHOWER - I I SHELF&POLE LL- VENT W ,./ 0 0 v ML — - - — - - - - - - - - - - - - - — - - — - - — - - - - - - - - - - - — - - — - - — - - - - - - - - - - - - - - - - - — - - — - - — - - — - - — - - — - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - — - - — - - — - - - - - � m o U O Q C-) 61,_8„ 2'-4" 9'-6" (� 73,_6" 24" 10'-1" 4" 75,_6" 14._1 SECOND LEVEL FLOOR PLAN SCALE: 1/4" = V-0" M M N d O N O � rn Q U x U �a a N a ^ ^w z w A z ^ U W U z Q F of O U W x WI � O N N Date: 3/9/17 pN P Scale: 1/4" = V-0" Drawn: CSH Job: 2612 VISTA DRIVE SHEET 3 OF 1 $ HEETS 10'-5" 39'-6" 18'-0" 16'-0" 24" 14'-1" 101-1" 4" 15'-0" 5'-8" 14'-4" 4'-6" 2'-4" 0 0 # SO. # O +42"WALL I w m n I I � � 36.33 I I I m U ¢ z z I I I Q P o �m o I hal a U A ` DN. O I E N � z z °m ¢ U Ih m M \ \ \.312 SLOPE I 3:12 SLOPECN + $ GAME ROOM y SLOPED ROOF DECK CLG. J V // F.S. 32.80 - - - - - - - - - - - - � G - - - - - - - - I - - w - - - - - - - - - � - - -w- - '' B- - - - - a / IAC a ° SLOPED l J _ CLG. FF- I 2'-0„ x 2,-0" SHOWER i1 / \ II I SKYLIGHTS I I I / 3:12 SLOPE 1 1 3:12 SLOPE \ I 1 L�—J I i S I LI..I L I SO. I I U- E" +42"WALL J O 36.33 Irfm C-6 o flc� N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - — - - — - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � Q LL 0 10'-5" 15'-0" 5'-8" 13'-2" 5'-8" 1- 10'-5" 39'-6" 34'-0" 24" 14'-1" THIRD FLOOR & ROOF DECK SCALE: 1/4" = V-0" M M N d O N O � rn Q U x U �a a a W N z W A Q Q U W U z Q F Wf O U W H x u O N Date: 3/9/17 pN P Scale: 1/4" = 1'-0" Drawn: CSH Job: 2612 VISTA DRIVE SHEET 4 OF SHEETS F- - _ _ — _ _ — _ _ — _ _ — _ _ — _ _ _ _ _ _ — _ _ — _ _ — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — _ _ _ _ — _ _ — _ _ _ _ _ _ _ _ _ 2'..p„�c 2- GAP- — _ _ _ _ _ _ _ _ _ _ _ _ LL - 0 m0 -1O Vm -10 M0: N I W _L1 _ _ — — — — — LI — LL — 1 In - - — — — — - - _ — — � - - - - -I � X12„ � DECK DRAIN +42”WALL 36.33 I I W I I U I I I C7 /RIDGE IN I I '� z a 1 3:12 3:12 U12 2%SLOPEW s I I N I I � � I I I � ou °0 R.1 1 I I 8:12 8:12 _ I 12" 1 o r 1 Im C4 1 1 I /� I co I I L 1 3"t W z _Z m 1 1 J — — — — — — — — — — — — — — — — — — — — — — — — — o I N I N N U z F, 2 a 1 BLDG. i 3Li 11 J� N I 8" — , i 12 s'-s" 12° ROOF DECK F I I RIDGE 1 ROOF F.S. 32.80 1z DECK DRAIN I I ` BLDG. s'-r' '� ROOF 3� �F� JPS CN M M N RIDGE RIDGE I ifl I r N + I 41.92 N N 41.92 l — l ml 0 I RIDGE 8:12 ' 1 2%SLOPE I �"' ��Q. 9�� �' 3" � � JQ' �j� _� r I � R.I I JQ (N LUrnO � 1 (0 II / �Icol I I RIDGE I II I 8,.1 1 v o l �Qi� ui / I JPv SKYLIGHTS 1 L - - - - - - - -J 8:12 L9 L�—JwC 1 l J l 3:12 3:12 <<Fy I J 3" 3„ 2'-6,�X 2'-0"CAP — 12" I I J,� v 1 L c L - - - - - — - - - - - - - J '4 I I z + H /DECK DRAIN 12 I — J �^ T� I1M,G1 N N — — — — — — — — — — T_ _ — — — — — N � N W +42"WALL 36.33 I O - d ,^ 00LL o0 O VI yJ pp �J m in m Of - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� - Q ROOF PLAN SCALE: 1/4" = V-0" M M N C>1 d O N O � rn Q U x U �a a a W N z W A Q Q U W U of O U W u O N Date: 3/9/17 pN P Scale: 1/4" = 1'-0" Drawn: CSH Job: 2612 VISTA DRIVE SHEET 5 OF -PHEETS RIDGE 41.92 RIDGE 41.92 NN - - - - - - 00 - - - 00 W co TOP OF RAILINGL L 36.33 CO m 12 z U d z 2612 VISTA DRIVE - - - - 4aa � Ll O ` o G hd M ITEM MATERIAL NAME/COLOR COMMENTSto _ o ROOF BORAL MADERA WOUNTAINWOOD" Q) O d � •L ACCENT ROOF STANDING SEAM "CHARCOAL" o O ¢ J MAIN WALLS HORIZONTAL LAP VISTA"SHELL WHITE" 5" EXPOSURE N N J z Z 3 SIDING I GABLE WALLS BOARD&BATTEN VISTA"SHELL WHITE" SMOOTH LL v d ° FASCIA&BARGE 2x8 SMOOTH VISTA SHELL WHITE" EAVES 1x6 T&G (L � "V-JOINT" H WINDOW TRIM 2x4 SURROUND VISTA"SHELL WHITE" STOOL&APRON — - — - — - N WINDOWS&GLASS DOORS WOOD FRAME VISTA"ZEN RETREAT" TRUE DIVIDED-LITE Emi FT IH ❑❑❑❑❑❑❑ ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ CAI l ENTRY DOOR PAINT GRADE VISTA"MIDNIGHT" "DUTCH"WITH BEVEL ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ �1 GLASS SIDELITES GARAGE DOOR RECESSED PANEL VISTA"SHELL WHITE" � 00 COLUMNS PAINT GRADE MDF VISTA"SHELL WHITE" DECORATIVE TRIM TOP & BOTTOM BRICK PAINTED/ VISTA"SHELL WHITE" WHITEWASHED GUTTERS ANODIZED BRONZE ANODIZED BRONZE F.F. 13.52 F.F. 13.52 - — - — - — — - — - — - — _ CHIMNEY CAPS ANODIZED BRONZE ANODIZED BRONZE - — - — - — — - — - — - U AVG. GRADE 12.92 AVG. GRADE 12.92 Qr_ 06 COLORS & MATERIALS LIST FRONT ELEVATION REAR ELEVATION w SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" Z �-- O H LL_ Lu rf) o m z U) O N Q _U ILL] Q J RIDGE 41.92 RIDGE 41.92 Lu — - — - — - — - — - — - — - — - — - — - — - — — - — - — - — - — - — - — - — - — - — - — - — - — N O N — _ — _ — _ _ _ — _ — _ — _ — _ — _ — _ — _ — _ LJJ I— . . . . . . . . . . . . . . . . . . . . . . . 7p =p pq LLI 12 81 T.O.W. 36.33 M N ® 7M] ® ® [FHH1 N 00 N U 1 v u aaO � � D N � o z w A Q Q U o� x d p on o W ffi — F.F. 13.52 — — F.F. 13.52 N U N Z AVG GRADE 12.92 AVG. GRADE 12.92 Date: 3/9/17 N RIGHT SIDE E L E VAT I O N Scale: 1/4" = 1'-0" N SCALE: 1/4" = V-0" Drawn: CSH Job: 2612 VISTA DRIVE SHEET 6 OF 18 HEETS � M z U U d O z z n Y 2612 VISTA DRIVE G- o d ITEM MATERIAL NAME/COLOR COMMENTS - 0 rn oC - u � _ Y F N O m ROOF BORAL MADERA "MOUNTAINWOOD" vJ ep � O d Yci ACCENT ROOF STANDING SEAM "CHARCOAL" � u O' um �"gg MAIN WALLS HORIZONTAL LAP VISTA"SHELL WHITE" 5" EXPOSURE z Z 3 SIDINGI 2 U 2 GABLE WALLS BOARD & BATTEN VISTA"SHELL WHITE" SMOOTH Q � FASCIA&BARGE 2x8 SMOOTH VISTA SHELL WHITE" EAVES 1x6 T&G "V-JOINT" WINDOW TRIM 2x4 SURROUND VISTA"SHELL WHITE" STOOL&APRON WINDOWS&GLASS DOORS WOOD FRAME VISTA"ZEN RETREAT" TRUE DIVIDED-LITE ENTRY DOOR PAINT GRADE VISTA"MIDNIGHT" "DUTCH"WITH BEVEL �1 GLASS SIDELITES GARAGE DOOR RECESSED PANEL VISTA"SHELL WHITE" - � COLUMNS PAINT GRADE MDF VISTA"SHELL WHITE" DECORATIVE TRIM TOP&BOTTOM BRICK PAINTED/ VISTA"SHELL WHITE" WHITEWASHED GUTTERS ANODIZED BRONZE ANODIZED BRONZE CHIMNEY CAPS ANODIZED BRONZE ANODIZED BRONZE W 0 COLORS & MATERIALS LIST co U- J Lu d c 1__m z � LD � m w N w U O_ Q RIDGE 41.92 RIDGE 41.92 0:� — - — - — - — - — - — - — - — - — - — - — - — - — Lu - — - — - — - — - — - — - — - — - — - — - — - 771 V E � N 12 TOW 36.33 �$ aa0 � o � — - - M M rn i d O O � N W N U 'All 12 u 04 Pro N a W a1 z w A zEn Q U N 00 O O U W' N `n O n p C/1 0� w o F.F. 13.52 F.F. 13.52 N V N Z N — AVG. GRADE 12.92 AVG GRADE 12.92 Date: 3/9/17 N LEFT SIDE ELEVATION Scale: 1/4" = 1'-0" SCALE: 1/4" = V-o" Drawn: CSH Job: 2612 VISTA DRIVE SHEET 7 OF 18 SHEETS z � ¢ `z Q r m 1 G� 4„ 77._6., 24" a u x 21'-8" 13'-4" 5'-10" 5'-4" 5'-10" � 7 � U F — zm U Z ¢ N r _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CHIMNEY SF o A: 10 sq ft o v I I r I I I , I X11 C zo I o - a I U) ' - z / P O I / / Ld o / I PORCH I o U 1" / I CLG. 96 I N n J COVEIRED PORCH SFI Q —i A: 13Usgft — — U - - - I / I m J I II I I H- I U) LL I r I I I � I I = I I CHIMNEY SF -' I I g M - _ _ - _ _ - _ _ - _ � _ _ - _ _ - _ _ - _ _ - _ _ - _ _ - _ _ - _ _ - _ _ _ _ - _ _ - _ _ - _ _ - _ _ - _ _ - _ _ - _ _ _ _ - _ _ - _ _ - _ _ _ _ - - - - - - 19'-2" 19'2., M N i 38'-2" 5'-4" T-6" Q O M 20'-6" 51'-0" N 10' 1" 4" 71'_6.. 6-0" 24" 101-11, Q U FIRST LEVEL AREA CALCULATIONS � x o r.Ty M � N z '1"t A Z Q U cG W W z Q W y W rC4\ V D O C. N v' 3 LL) U ° Nz Date: 3/9/17 N Scale: 1/4" = 1'-0" Drawn: CSH Job: 2612 VISTA DRIVE SHEET 8 OF SHEETS � M z U U d z z G-I o d G _ U � 4" 75'_6" 14'-l" �] Y F O OZ 35-0" 22'-6" 16'_0" 24" 8'-10" 2'4" 4'-10" U z u Q � - z a U z a 3 N CHIMNEY SF N d' o I A:4 sq ft 1 0 v I 1 _ I N I I I I I _ I 1 p I I I I o I I � I I I I I I I I I Z I I I I J C) " w J Q w N w u I _ I I z ly O I I �w/I J V I I I I I I 0 VENT CHIMNEY SF a I A:2sgft 1 - in — _ _ — _ _ — _ _ — _ _ — _ _ — _ _ — _ _ I M M N 1 M 73'_6" 24" z N 10' 1" 4" 75'_6" 14'-V u Q U SECOND LEVEL AREA CALCULATIONS r� x o r.Ty M .. N 3 U W z w Q > ¢ z ZA zqU z Q W ? W w F U w 0 -:6 u, O 0 Nx 3 w CIA U ° Nz Date: 3/9/17 N Scale: 1/4" = 1'-0" Drawn: CSH Job: 2612 VISTA DRIVE SHEET 9 OF 1 SHEETS z U U d O z z n Y G-I o d G d _ U � E 101-5 39'-8" 18'0" 18,_0• 24" 14'-1" FC P C 10'-1" 4" 15_0" 5'-8" 14'-4" 4'-6" �- U U �i z U Q � _ z Y U z 2Sf ¢ I 0 4 v I v I +42"WALL I 36.33 I I I I C�1 I I I I I o I ROOF DECK SF I I o I I A: 577 sq ft OI1� EIN I I II I I I I I I I II I I I I Z O I I QI I J / / Q I / I ROOF DECK ry I F.S. 32.80 I Q I N I >FF- Lij _U IBig= i ' /FF- ZsSKYLIGHTS I +42"WALL I 36.33 I I o a v I v I I I1 M N d O ,77M 10'-5" 15.0" 5'-8" 13,-2" 5'-8" W � 10,_5" 39'-6" 34'-0" 24" 14'-1" Q U x THIRD LEVEL AREA CALCULATIONS �a a a Wc„ �o a W N z W A Q Q U W U Q F of O U W x w N k� N Date: 3/9/17 N 0 Scale: 1/4" = V-0" Drawn: CSH Job: 2612 VISTA DRIVE SHEET 10 OF SHEETS ABBREVIATIONS AC AIR CONDITIONER AD AREA DRAIN CATV CABLE TV CO CLEAN OUT I I CONC CONCRETE / / DI DIRECT LET ADJACENT RESIDENCE I I DWY DRIVEWAY ADJACENT RESIDENCE ELEC ELECTRIC e`O I a I EP EDGE OF PAVEMENT ADJACENT RESIDENCE D FOUND FDFLINE FF FINISH FLOOR FH FIRE HYDRANT ry� tik O O ry� o p° FP FINISH PAD `�' CO �V �ti FS FINISH SURFACE CATV '��' O FG FINISH GRADE ELEC. VLT p I '� GB GRADE BREAK •��'' 1 I `O�' 'L GFF GARAGE FINISH FLOOR a ^rya TEL I I—� ALLEY �1�� — I HH HANDHOLE w �v HP. RIGH ON PIPE > 561'01'07"E 40.00' IE INVERT ELEVATION ao OG ORIGINAL GROUND 46 O 1�. O ti� p `�'. 7FND L & T �`1� DI PA PLANTER AREA SEARCHED RCE 28328 PL PORPERTY LINE r FND NTG. DI LP PROPOSED LEAD AND TACK w b J (CONC) MB MAILBOX ti ^ti ^,� ry� �'� �Sa Q FG .,�, MON. MONUMENT ,�, 1 �. �2a O NTG NOTHING ,� o �IIIIII WM O— -a- O— ,� —O t ry — R/W RIGHT OF WAYK SIDE WALK C./\ �� inti �ti 7-7 Ti T/ T/T �� �/' 7—i - S.F.N.DSEARCHED FOUND NOTHING �a ^° -ti' (CONC) e ,o Off° �,� / / / " � T.B.M. TEMPORARY BENCHMARK TC TOP OF CURB T/ T/ /--7- 7-7 �ti CO TEL TELEPHONE, �o �" TF TOP OF FOOTING TG TOP OF GRATE ° 13.32 ,�� I TOC TOP OF CONCRETE GFF m ,�ti (DIRT) / TW TOP OF WALL / VLT VAULT WM WATER METER WV WATER VALVE WOOD / FENCE o� LOT AREA: 4,000.00 SF rm (DIRT) Uz / R� �rtS / ' 0�O O hry �ry� yj 13.54 GFF Alf. pp /II .'L p I ...0001--- p 'L 51AP I 0° ems' 'L (DIRT) o � � h U O � 0 phi W V) o � 0c Z <1� c (BRICK) ,"� ,"� I� , Z m COLUMN (TYP) I/ V FF .-- p / o ° ( I/ 1 b e ^�. STUMP f 19 '9 FG R° j--- g. O AC ° G MTR/ 13.85 5.9' 4.0FF ,{ 4.0' 4.0' (� ,�. �° ^ti ti 1� 1,y. ,7�, o� 1 .94 rC F o` ry. ,�� CURB (GRASS) O�"' O ct o (GRASS) m ^�ti � ti 561'01'07"E 40.00' SEARCHED FND. IP FND NTG. �o� `0 ��� Lo IRON�� FENCE a0 0„� NO TAG (GRASS) o (GRASS) (D cps. ,y".�' �� `� b p° `�v ° 5 MB o -�v .ti MB ^ti (CONC) 12.69 TBM } ,�G ¢ �G o 0 0°j F�' W m I 1�h ,�,�p n—_$' LLJ SEARCHED 0 o I FND S&W VISTA DRIVE SEARCHED m I FND. S&W Q w o } 0 u Lu Q SURVEY NOTE SURVEYOR SHALL PERMANENTLY MONUMENT PROPERTY N CORNERS OR OFFSETS BEFORE STARTING GRADING. N a v m M DESIGNED: OWNER/DEVELOPER: PREPARED BY: LAND SL BASIS OF BEARING: BENCHMARK: LEGAL DESCRIPTION: SHEET: JOSH & CAMERAN DAVIS FORKERT ENGINEERING & SURVEYING, INC. t�� PFS A FOQ�� THE CENTER LINE OF VISTA OCS BM 3K-24A-82 LOT 40 OF TRACT NO. 1102 TOPOGRAPHIC SURVEY 2495 CRESTVIEW DRIVE 22311 BROOKHURST ST, STE 203 C' V� DRIVE BEING S61°01'07"E AS ELEVATION= 19.35 YEAR LEVELED= 2015 11 DRAWN: AC Exp. A A SHOWN ON TRACT 1102. 2612 VISTA DRIVE NEWPORT BEACH, CA 92663 HUNTINGTON BEACH, CA 92646 * 9-30-17 * NEWPORT BEACH, CALIFORNIA CHCK'D: TR (714) 963-6793 / JN 9065 J� l No. DATE R E v I s 0 N S DATE: 8/18/16 9TF OF CqL F��� MICHAEL A. FOR RT OF 18 SHE A BUILT-/N GAS BARBECUE AND COUNTER � 04 } I� 0') B WATER WALL WITH CANTILEVERED GAS FIRE PIT V N c � � C) � � 00 W ) Loo L N N N28°58'53"E 100.00' EXISTING 6'-0" HIGH WALL o N r7- 1 7 /_ / t, '' � a ,7 / t� r ' l 24 ' �" ' �- ❑O I �❑n❑❑n❑ n❑ ❑❑ ❑� E-L� ❑� ❑� ❑❑' y � Oy-v � ��� - � � ,i r � n r �_I ❑❑ U ❑❑n In n QR` '/I ,/, ll \> ' / Y y" x V IQ _l i ' \ /� a. / — % — �r�❑ �❑❑ ❑❑ ❑❑ ❑❑ �� I� �r�`,,O — — , _ I _ \ \ 6 O ❑ ❑❑ C6 0Lo TRASH AREA ❑ ❑� — — �❑ ❑ ❑ L — — J .. - W L ' �❑❑u❑❑u - ❑❑u❑ u� PIAco 0? �Ll L p u u u u u I co O �❑ ❑❑ ❑ ❑❑ ❑❑ co I I ❑ ❑nn�❑nn�❑nn�❑nn� I co W , ❑aa❑a ��o� ]❑ c _,L f❑00EIleo❑ J ❑ ❑ l� 10I F0� CD ❑❑� - � �� Project Name CD I — CD O p �� 1241) DAVIS �' ❑ 1: — _J RESIDENCE ' H PIA ' 2612 Vista Drive CD 92663 Beach, CA �= Ictw ❑❑ ❑❑ _D O Sheet Title HARDSCAPE ❑ U) PLAN J F—] 24 J \ ❑ 1-5 LLPIA ❑J � 5 C 'Q J Lic. 182 >� G N2 058153"E 100.00' EXISTING 5'-6" HIGH FEN E _ Re U gT6OP CAUF C PER/METER 36' WOOD FENCE WITH BR/CK COLUMNS L- HARDSCAPE LEGEND HARDSCAPE NOTES N 0 STONE T 4 CTO B CONCRETE LI ESTONTYPICLWITH A BUSH HAMMERED WITH A ASHLAR PATTERN. SET STONE t Verify all elevations at site prior to constructionON GRAD/NG LEGEND 2 Seal all raised planters and retaining walls with polyguard membrane sealant or equal SIDE YARD WALKS TO BE 3/8' GRAY PEBBLE SET ON 3' COMPACTED DG BASE, TYPICAL 3 All concrete footings to be e' minimum below finished surface (FS) or finished FF=Finish Floor grade (FG). FS=Finish Swface © TURF TO BE MARATHON II DWARF FECUE SOD. 4, All electrical wiring shall be within rigid conduit, SCH. 80 PCV or equal, FG = Finish Grade all exterior electrical) otruitlets shall have GF.C.I. protection, a TW= Top Of Wall OD POT LOCATIONS - RUN IRRIGATION DRAIN AND LV WIRE TO LOCATION. & All pplicanes n del and conduit conceto be any exposed Vns plipeow and conde � TP= Top of Pilaster OE 2 X 2' STONE STEPPERS SET ON V CONCRETE BASE - STONE TO MATCH PAVING to be protected Impact, ha=d, and direct sunlight TC= Top of Coping Landscape Designer: Richard King 8. Slope all hardscape surfaces towards dabs at 1% min. slope, typical. TF= Top of Fe" O EXISTING BLOCK/WOOD FENCE PROPERTY LINE WALLS TO REMAIN - PROTECT IN PLACE 7. Slope all soil surfaces towards drains at 2% mh slope, typical PIA = Planting area © S HIGH SIDE YARD GATES - STYLE AND COLOR TO MATCH GARAGE DOORS. 8. All drain lines shall have 1% min.fall toward street,storm drain connection or point of point of daylight, typical Scale: 1/4"= 1'-0" Oy TREE BOX LOCATIONS - REFER TO SHEET L-7 FOR SELECTION. 9. Tie all roof drains into drainage systems,typical. Date: December 10,2016 10. Install 4' diameter perforated drain III encased by filter fabric and 3/4' die. Revision No. Description O/ VINE POCKET LOCATIONS - RUN IRRIGATIOM AND LV WIRE TO LOCATION. gavel at the base of all raised plantere and retaining walls and tie to drainage system 11. All paving edges, walls, currbb%�, and headers to be chalked out in the field and Q O ALLEY WAY TO BE REPLACED AS NEEDED AFTER CONSTRUCTION TO MATCH AS NEEDED. approved by landscape archhect prior to installation 0 12 All finish and sub-base concrete to be 4'thick with #3 bars at 18' both ways centered in slab on 7 send base over 90% min. compacted sub grade 8' overall, w thickened edge adJacent to all planting areas. 0 13 with #3 bars at 11Y both wI finish�tered In slab thick on sand base d"Mto 90% min. sub-grade. Provide a 8' overall, thickened edge adjacent tp all edges. 0 N N a i Sheet No. m 12 OF 18 SHEETS 24 M (0 04 � IZ 0') N VC < (0 � (Y) W 00 000 O m 04 N28°58'53"E 100.00' EXISTING 6'-0" HIGH WALL (Y) �- + � �/ _ 1 i - / + + + + + + + + + L _ y,{t +D +� # ,+T +++++++++++++ / 1 + + 4—/ Hyte . i _ ++++++++++++++++++++++++++ + +Q + +�+++ V AL - Q + + + + +� 1 co ++ + RASH EA +#+#+#++#1#+#+#+++++1+ �__ I__ I_= __ + + + + 1, 44 +J+ O M Q0 O r + + + + + + + + + + - •L - - -- - -- r -- +++++++++++++++++++ I I I I I I I I I + + + + + + + + + - -. � y�+ ++++++4+++++++4++++ X +++++++++++++++++++ ___ ___ ___ ____ __J- ___ ___ ---- --J - ___ --- - + + + + + + + + + + + + + + + + + + + + R7 - '^ + + + VJ + + +++++ - _ M +++++++++++++++++++ _ _ M +++++++++++++ - - +++++++++++++ I � 01 1 -flrl 10l+a 10 LLJI JLIJ ' ❑� �� F-IF O , —,r—— r, —— r r r Project Name DAVIS : Cn +###:#:#1 # #: RESIDENCE + # �J - 2612 Vista Drive Newport Beach, CA - - - 0 92663 99 0 W C) Sheet Title O # # # # +#+ LANDSCAPE # # CALCULATIONS +,# # Thy ' +/# I # # # # # # + # + +` + J+ < +4+4+4+4+4+4+ + + + + ++ + + + + + I ��/ �� / .- � I\/ � A � � — �� _ lid �• \ �� X� I � �/I { I i � � I�� � / _�� I _, / �_ � .. _ + + + + + + + // AA \ /9 ++++++++++++ _� � / � i I I� �� / � 1 � APF / + + + +4+4+4+4+4+4+ L Lic, 782 N28058'53"E 100.00' EXISTING 5'-6" HIGH FENCE _ Re 9T U OF CAUI U Q L 0 T CAL CULATIONS Estimated Applied Water Use N EAWU = ETo x KI x LA x 0.62 divided by IE = gallons per year WATER EFFICIENT LANDSCAPE WORKSHEET This worksheet is filled out by the project applicant for each Point of Connection. Please complete all sections of the worksheet. TOTAL LOT AREA 41000 SQ. FT. 100% where: KL = Ksx Kpx KMc EAWU = Estimated Applied Water Use (gallons per year) K species factor (range = 0.1 0.9) (see WUCOLS list for values) Hydrozone Plant Irrlganon Irri 'tion ETAF Landscape ETAF Estimated Total HOUSE FOOTPRINT 2230 SQ. FT, 55.75% ETo = Reference Evapotranspiration Appendix C (inches per year) Ka = densityy factor (range = 0.5-1.3) (see WUCOL5 for density value ranges) Planting DescriptionF ocation Factor(PF) Method Efficiency lIE) PF/lE Area (sq. ft.) x Area Water Use(ETuu) L = Landscape Coefficient Km microeimate factor (range = 0.5 - IA) (see WUCOL5) LA = Landscaped Area (s uare feet) Regular Landscapa 0.62 = Conversion factor ( allons per square foot) Landscape Designer: Richard King ® HARDSCAPE 938 SQ. FT. 23.5% IE = Irrigation Efficiency = E x DU WUCOL5 - www.owue.water.ca.gov/docs/wucolsoo.pdf 1. Lawn see L-I.I 08 Rotary Stream .11 1.05 lab 195 g054 IME = Irriqq'tion Managqement Efficienct� (900) 2 Medium water ants see L-u m5 RotaryStream 11 1,156 PERMEABLE PAVEMENT 404 SQ. FT. 10% DU = pist�ibution Unif25rmity of Irrigation Nead 3 Lowlwater 1m 3a 31 EAWU Calculation: ams See L-1.1 02 RotaryStream .11 26 204 53 2,518 Scale: 1/4"= 1'-0" PLANTING AREA 242 SQ. FT. 6.25% ETO KL LA Conversion - IE EAWU (gallons per year) Date: December 10, 2016 special landscaped area x x x Averae total Total g Revision No. Description D LAWN 186 SQ. FT. 4.5% Cool season turf x x x e warm season turf 43.2 x 8 x 186 x 11 9,054 53 ata 265 high water using shrub x x x medium water using shrub 432 x 5 x 38 x ll = 11156 low water usingusingshrub 432 x .2 x 204 x e 11 = 2,518 Total Landscape Area 1,110 very low water using shrub X X X = Site Wide ETAF 53 Total EAWU = 428 12,128 a ETWU Total 12,126 Maximum Allowed Water Allowance(MAWA) 14,459 0 N N a Sheet No. m 13 OF 18 SHEETS 2� M O 04O c R O a) VC < � � W CULo CU 00 o O M W N28058'53"E 100.00' EXISTING 6'-0" HIGH WALL 0 �, % ��/ ❑�� - !;�; �,/� � �7 �❑�� � �! _i❑�!❑ n❑i- a C,� - - n❑ n���� ❑❑ ❑L J❑ _ I❑ z v � Oy r ❑❑ ❑ n❑❑� ❑ ❑❑ ❑❑ LCL❑ �� n�� `� v � _ � 3 W U) TRASH AREA �� �� ❑� _ _ L O >ca (0 O JII�II I_ > � � _ I CU ❑❑n0❑� ❑ ❑❑na nn W Q Q a a L ❑ ❑ ❑ ❑ ❑ c n❑ ❑❑ ❑❑ ❑❑ ❑❑ co FL co I ❑❑n❑❑❑n❑❑❑n❑❑❑_n❑❑ I � I lm' 01 CD I nnuuun 1uuUL nuu❑❑ _�u❑❑ ❑❑I❑I U.1 o ❑n❑❑n �❑❑ n❑n❑ n❑ ❑❑❑ J J O I ❑� ❑ 11 F-17--71 n❑❑❑ I ❑❑ ❑❑❑❑ Project Name Q Fir1-1 ^ � ' I ,- - �, DAVIS co TE Cn n 12-4 RESIDENCE 2612 Vista Drive Newport Beach, CA ❑❑ I CD 92663 ❑��nn W ❑❑ ❑❑ a 0 Sheet Title � ' I TREE ❑_ � 24�, ' PLAN _ qui ❑❑ I L _ _ 7 _ n❑n ' ' ❑� ,, - �`n- '�,_ - � � ��� a❑ moi , ,s' ��� �� rl-Cv� - /`� � ` � �- �/ � �` �� � � , � , ,_ � \ �' � �� -` - ❑ h � i � _ � Y�' i � / � � .. � - / �r _UT � i _ � n i l any n /_6M. � r I— NDscA a � / \ � v �� � � h v s _ — — N28058'53"E 100.00' EXISTING 5'-6" HIGH FENCE ,�_II11 Re vI U qT, CAUFO� U TREE LEGEND N Symbol Botanical Name Common Name Size ON Mature Ht Comments Water Rkwlrementa WxH Agonie flexuosa Peppermint Tree 247 box 2 14' x 10' Multi Trunk Low va Olea europaea Olive Tree 36' box 1 18' x 16' Field Grown - TBS Low Landscape Designer: Richard King 'Maintain' Scale: 1/4"= 1'-0" Melaleuca quinquinervia Paperbark Melaleuca Or box 2 1& x 19 Std Low Date: December 10,2016 Revision No. Description a c� z 0 z c� w of of iY ti m N N a i Sheet No. m 14 OF 18 SHEETS 20 M (.0 04 c R 0') � VC < � � � 0 W CULo CU 00 o O M W N28058'53"E 100.00' EXISTING 6-0" HIGH WALL 0 0 �� . w ❑ ; _ / f! '' ❑j ❑i ❑ �❑ i24�' 24J'❑ �❑ �❑ �❑ JI❑ ❑=J❑ ❑ JJIJ ❑. a , ;-' z .L \�I v �'C ❑ _ ❑ L — J ❑ U ❑� L — J ❑ ❑ ❑� IF ❑ ❑ ❑ 80,0 . g . aoo ��. Nt 0 � � '❑ �� v � �', ��I� ,�, ��' �� , ,, '� y �yr x �J I ;�� � ' \ �. , � � ❑ ';� �� �❑ �❑ �❑ �❑ _ �❑ nn � i � Nt �❑/Aft c IW ❑AS❑S❑ ❑❑J ❑ — — ❑❑���. _ 36 j v Nt 7X/5 W >; � ❑ ❑ _ �p0 oS M L- J❑ 01� _ ❑ I❑❑ , 0,0 - z -0 U) X — lir > 0) ❑ ❑ ❑ ❑ ❑ Nt Nt % co -- �t Nt cM ��J❑ ❑❑ ❑❑ ❑❑ ❑❑ 8�� - ❑❑J❑❑❑J❑❑❑J❑❑❑J❑❑ j o°. T;-� co CD DIEL ❑L J ❑❑ - ❑❑ .❑❑�� 01 lm o � JJ J � uu uu UJ w , ❑JD❑J 1❑� �❑ JD i i=E J p I ❑ ❑ l❑❑1 .1 ❑ I ❑❑ J7 F-1 Project Name °.er; DAV I S co 4 % °.�� RESIDENCE o 80,0 o� 2612 Vista Drive Newport Beach, CA Nt 0 92663 ❑ a�❑ e;o�a! a❑a1_❑ Sheet Title a �'A ❑�� to PLANTING IF NtV 1 PLAN Nt N' t f/ A � Xi j -I — 7 � d .v � \y! �i� I i,� '�� —� ❑ ��i'� \ —t J A ❑, ,s- �„ �, r ��v' �_, — /vx ;yl- -'� /—� _ �` �� � ' , ,� .J❑❑�LJ� . _ _ .�LJ� .� oso,� ¢ ��l I_� �\ / \� fl \ , '/I �\ I ' \ .❑❑�- ❑ .❑ .❑ .❑ Ad A Ad Ad �� DSC<p� C' ❑ n \ i / a l Nt ❑ �- t' a _ i❑ �_ _ —/ i �` �— -C� A yA A �/ °ag M.HE — � — ' l ' � � ��• J � �\ �v i �I, � \ fid ❑ v � SII �/AvC�iY Lic. 182 N28058'53"E 100.00' EXISTING 5-6" HIGH FENCE Re ��_II11 vI ��\P U gT6OP CAUF PLANT LEGEND SHRUBS Symbol Botanical Name Common Name Size Qty. Mage Ht Comments Water R&Wirements Symbol Botanical Name Common Name Size oty. Mature Ht Comments Water Requirements (D Euonymous - WxH N Euonymous japonica micro. Var V. boxisaf Euonymous 6 gal. 45 1' x1' LOW - Laurus nobilis Sweet Bey 5 gal 21 7 x 4' Hedge - maintain Low Agave 'Blue GIovJ Blue Glow Agave 5 gal. 5 2x 7 Low M Rosa Iceberg Rose 6 Gal. 4 3' x 4' _ Yucca rigida Silver Leaf Yucca 24' Box 2 4' x 10 - LOW" Med • Bougainvillea app White Bougainvillea 5 gal 8 Climber Vine „ gam; Pittosporum tenufolium 'Goff Bair Golf Ball Tenufolium 6 gal. 20 30' x 30' - Medkm Agave desmettlana Smooth Agave 5 gal. 4 3' x 3' _ Low Pennisetum alopecuroides 'Hameln' Dwarf Fountain Grass 5081 5 7 x 7 Low Landscape Designer: Richard King Nt Nasella tenulasima Mexican Feather Grass 3 gal 26 1' x 7 _ LOWGROUND COVER Sesleda caerulea Blue Moor Grass 1 Gal. 12' mc. 1' x Y - Low Scale: 1/4"= 1'-0" Rosmarinus officinale 'Huntington Carpet' Huntington Rosemary 1 Gel. 18'oc. 7 x Y triangulate Low Date: December 10,2016 Revision No. Description a c� z 0 z c� w of of ti m N N a i Sheet No. m 15 OF 18 SHEETS EROSION CONTROL LEGEND CD PLACE GRAVEL BAGS -a PLACE FENCE WITH WIND SCREEN I I y ADJACENT RESIDENCE 1 a 41`r� I � EXIST WALL N28'58'53"E 100.00' O l tF - - _ 10 10' w Iw W w w w w I 20' Iw w w w w w mw�ao�avoM, IIIII : I PLACE GRAVEL BAGS AND FENCE WITH WINDSCREEN .. .! .'I lY}yW7I ) ww www wwWwwwwwwwwww wwwwwwwwwwwwww wwwwwwwwwwwww wwwwwwwwwwwwww wwwwwwwwwwwwww wwwwwwwwwwwwwwww vS�C��V�CwwwpI�II'"d����y$�yyyy/_wwwwwwww I�FI�I`yIIIIY�iII ✓ L-II QO 3RICK) J aONwwwwwwwwwwwww L wwwwwwwwwwwwww wwwwwwwwwWwwwwwwI�wwwwwwwwwwwwwww wwwwwwwwwwwwwwww wwwwwwwwwwwwwww � ti W CD CONCRETEFWASHOUT11 PLACE GRAVEL BAGS AND FENC TH WINDSCREEN — � - 'N28'S8 53"E 100.00 7wm PLACE GRAVEL BAGS EXIST FENCE TO PREVENT RUNOFF FROM SITE ol t5 CO ADJACENT RESIDENCE 1 =4 DESIGNED: ARCHITECT: OWNER/DEVELOPER: PREPARED BY: QROFESS/n SOILS ENGINEER/GEOLOGIST: BENCHMARK: LEGAL DESCRIPTION: SHEET: ME {�II ' J � 90 R`FZ CRAIG HAMPTON, INC. JOSH & CAMERAN DAVIS FORKERT ENGINEERING & SURVEYING, INC. �<Jv � S M. OCS BM 3K-24A-82 LOT 40 OF TRACT NO. 1102 EROSION CONTROL PLAN ELEVATION= 19.35 YEAR LEVELED= 2015 16 46 MALLARD COURT 2495 CRESTVIEW DRIVE 22311 BROOKHURST ST, STE 203 DRAWN: MJ MAGALIA, CA 95954 NEWPORT BEACH, CA 92663 HUNTINGTON BEACH, CA 92646 NO. 58627 2612 VISTA DRIVE CHCK'D: TR (949)209-8883 (714) 963-6793 * EXP. 12-31-18 JN 9065 sr cN�L P NEWPORT BEACH, CALIFORNIA NO. DATE R E V I S 1 0 N S DATE: 3/8/17 OFCA�FO�� THOMAS M. RUIZ DATE OF 18 SHE p p I� ' GRADING NOTES: PRECISE GRADING PLAN m DR 1. ALL WORK SHALL CONFORM TO CHAPTER 15 OF THE NEWPORT BEACH MUNICIPAL CODE (NBMC), THE PROJECT SOILS REPORTw coasr 2 612 VISTA DRIVE HwY AND SPECIAL REQUIREMENTS OF THE PERMIT. 1 2. DUST SHALL BE CONTROLLED BY WATERING AND/OR DUST PALLIATIVE. NEWPORT BEACH , CALIFORNIADR � PROJECT � 3. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING THE CONSTRUCTION PERIOD. �y� �2 LOCATION ��� �-p VISTA O WAVE LY DR 4. WORK HOURS ARE LIMITED FROM 7:00 AM TO 6:30 PM MONDAY THROUGH FRIDAY; 8:00 AM TO 6:00 PM SATURDAYS; AND NO WORK ON SUNDAYS AND HOLIDAYS PER SECTION 10-28 OF THE NBMC. mm OgYSy O� 5. NOISE, EXCAVATION, DELIVERY AND REMOVAL SHALL BE CONTROLLED PER SECTION 10-28 OF THE NBMC. °RF 6. THE STAMPED SET OF APPROVED PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. DOCUMENTATION Pim �F e m 7. PERMITTEE AND CONTRACTOR ARE RESPONSIBLE FOR LOCATING AND PROTECTING UTILITIES. O,p 8. APPROVED SHORING, DRAINAGE PROVISIONS AND PROTECTIVE MEASURES MUST BE USED TO PROTECT ADJOINING PROPERTIES 1. AN AS-BUILT GRADING PLAN SHALL BE PREPARED BY THE CIVIL ENGINEER INCLUDING ORIGINAL GROUND SURFACE ELEVATIONS, DURING THE GRADING OPERATION. AS GRADED GROUND SURFACE ELEVATIONS, LOT DRAINAGE PATTERNS AND LOCATIONS, AND ELEVATIONS OF ALL SURFACE AND SUBSURFACE DRAINAGE FACILITIES. HE/SHE SHALL PROVIDE WRITTEN APPROVAL THAT THE WORK WAS DONE IN ACCORDANCE WITH 9. CESSPOOLS AND SEPTIC TANKS SHALL BE ABANDONED IN COMPLIANCE WITH THE UNIFORM PLUMBING CODE AND APPROVED BY THE THE FINAL APPROVED GRADING PLAN AND STATE THE NUMBER OF YARDS OF CUT AND/OR FILL MOVED DURING THE OPERATION. BUILDING OFFICIAL. 10. HAUL ROUTES FOR IMPORT OR EXPORT OF MATERIALS SHALL BE APPROVED BY THE CITY TRAFFIC ENGINEER AND PROCEDURES SHALL 2. A SOILS GRADING REPORT PREPARED BY THE SOILS ENGINEER, INCLUDING LOCATIONS AND ELEVATION OF FIELD DENSITY TESTS. LOWER NEWPORT BAY CONFORM WITH CHAPTER 15 OF THE NBMC. SUMMARIES OF FIELD AND LABORATORY RESULTS AND OTHER SUBSTANTIATED DATA AND COMMENTS ON ANY CHANGES MADE DURING GRADING AND THEIR EFFECT ON THE RECOMMENDATIONS MADE IN THE SOILS ENGINEERING INVESTIGATION REPORT. HE SHALL 11. POSITIVE DRAINAGE SHANDTWI LL BE MAINTAINED AWAY FROM ALL BUILDING AND SLOPE AREAS. PROVIDE WRITTEN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR THE INTENDED USE AND COMPLETION OF WORK IN N 12. FAILURE TO REQUEST INSPECTIONS AND/OR HAVE REMOVABLE EROSION CONTROL DEVICES ON-SITE AT THE APPROPRIATE ACCORDANCE WITH THE JOB SPECIFICATIONS. VICINITY MAP TIMES SHALL RESULT IN A"STOP WORK" ORDER. NTS 3. A GEOLOGIC GRADING REPORT PREPARED BY THE ENGINEERING GEOLOGIST, INCLUDING A FINAL DESCRIPTION OF THE GEOLOGY OF 13. ALL PLASTIC DRAINAGE PIPES SHALL CONSIST OF PVC OR ABS PLASTIC SCHEDULE 40 OR SDR 35 OR ADS 3000 WITH GLUED JOINTS. THE SITE, INCLUDING ANY NEW INFORMATION DISCLOSED DURING THE GRADING AND THE EFFECT OF SAME ON RECOMMENDATIONS INCORPORATED IN THE APPROVED GRADING PLAN. HE/SHE SHALL PROVIDE WRITTEN APPROVAL AS TO THE CONSTRUCTION NOTES: QUANTITIES 14. NO PAINT, PLASTER, CEMENT, SOIL, MORTAR OR OTHER RESIDUE SHALL BE ALLOWED TO ENTER STIRANDTW1 EETS, CURBS, GUTTERS ADEQUACY OF THE SITE FOR THE INTENDED USE AS AFFECTED BY GEOLOGIC FACTORS. OR STORM DRAINS. ALL MATERIAL AND WASTE SHALL BE REMOVED FROM THE SITE. O CONSTRUCT 6" MIN CONCRETE DRIVEWAY SF O CONSTRUCT 4" MIN CONCRETE HARDSCAPE. SF EROSION CONTROL OINSTALL 4" SQ GRATE DRAIN Eq 1. TEMPORARY EROSION CONTROL PLANS ARE REQUIRED FROM OCTOBER 15 TO MAY 15. PRIVATE ENGINEERS NOTICE TO CONTRACTOR(S) O INSTALL 4" ATRIUM GRATE DRAIN EA 2. EROSION CONTROL DEVICES SHALL BE AVAILABLE ON-SITE BETWEEN OCTOBER 15 AND MAY 15. 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY O CONSTRUCT BIO-RETENTION PLANTER PER DETAIL SF A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY DOES NOT CONSTITUTE A REPRESENTATION AS TO 3. BETWEEN OCTOBER 15 AND MAY 15, EROSION CONTROL MEASURES SHALL BE IN PLACE AT THE END OF EACH WORKING THE ACCURACY OR COMPLETENESS OF THE LOCATION OR THE EXISTENCE OR NONEXISTENCE OF ANY UTILITY AND/OR STRUCTURE © CONSTRUCT 3"0 DRAIN THRU CURB PER CNB STD PLAN 184-L EA DAY WHENEVER THE FIVE-DAY PROBABILITY OF RAIN EXCEEDS 30 PERCENT. DURING THE REMAINDER OF THE YEAR, THEY SHALL BE IN WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE O INSTALL 4" PVC SDR 35 DRAIN LINE, S=0.01 MIN LF PLACE AT THE END OF THE WORKING DAY, WHENEVER THE DAILY RAINFALL PROBABILITY EXCEEDS 50 PERCENT. UTILITIES OF RECORD OR NOT OF RECORD OR NOT SHOWN ON THESE PLANS. ® 4. TEMPORARY DESILTING BASINS, WHEN REQUIRED, SHALL BE INSTALLED AND MAINTAINED FOR THE DURATION OF THE PROJECT. INSTALL 4" WIDE CHANNEL DRAIN LF 3. THE CONTRACTOR SHALL SATISFY HIMSELF AS TO THE QUANTITIES SHOWN ON THESE PLANS AS PART OF HIS BID AND SHALL NOTIFY O REMOVE & REPLACE CONCRETE DRIVEWAY APPROACH PER STD PLAN 162-L SF REQUIRED INSPECTIONS THE ENGINEER OF ANY DISCREPANCIES FOUND. 10 REMOVE AND REPLACE ASPHALT WITH 12"W x 12"D FULL DEPTH A.C. PATCHBACK. SF 1. A PRE-GRADING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF GRADING WITH THE FOLLOWING PEOPLE TACK COAT ALL JOINT SURFACES PRIOR TO PLACEMENT. PRESENT: OWNER, GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, GEOLOGIST, CITY BUILDING INSPECTOR OR 4. ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF NEWPORT BEACH BUILDING CODE OF THE LATEST EDITIONS, AS AMENDED TO 12 REMOVE DRIVEWAY APPROACH AND REPLACE WITH SOD SF THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETING. DATE, UNLESS OTHERWISE NOTED. 13 REMOVE AND REPLACE CONCRETE SIDEWALK PER STD PLAN 180-L SF 2. A PRE-PAVING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF THE SUB-GRADE PREPARATION FOR THE PAVING WITH 5. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS PRIOR TO COMMENCEMENT OF GRADING OPERATIONS. 14 REMOVE BRICK/ROCKS/PLANTING AND REPLACE WITH SOD SF THE FOLLOWING PEOPLE PRESENT: OWNER, PAVING CONTRACTORS, DESIGN CIVIL ENGINEER, SOILS ENGINEER, CITY BUILDING J INSPECTOR OR THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETING. 6. CONTRACTOR SHALL NOTIFY "UNDERGROUND SERVICE ALERT" AT 1-800-422-4133 FORTY EIGHT (48) HOURS PRIOR TO CONSTRUCTION. 15 REMOVE AND REPLACE CONCRETE CURB & GUTTER PER STD PLAN SF GRADING FILLS/CUTS 16 INSTALL NEW SEWER CLEANOUT PER STD-406-L ON EXISTING SEWER LATERAL. FIELD VERIFY EA 1. GRADED SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL. 2. FILL SLOPES SHALL BE COMPACTED TO NO LESS THAN 90 PERCENT RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. m GENERAL NOTES: D 3. ALL FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION AS DETERMINED BY ASTM TEST U) METHOD 1557, AND APPROVED BY THE SOILS ENGINEER. COMPACTION TESTS SHALL BE PERFORMED APPROXIMATELY EVERY TWO 1. A CITY ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STANDARD PRIVATE IMPROVEMENTS WITHIN FEET IN VERTICAL HEIGHT AND OF SUFFICIENT QUANTITY TO ATTEST TO THE OVERALL COMPACTION EFFORT APPLIED TO THE FILL THE PUBLIC RIGHT-OF-WAY. U AREAS. 2. A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIRED BEFORE THE BUILDING 4. AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL VEGETATION AND DEBRIS, SCARIFIED AND APPROVED BY THE SOILS ENGINEER DEPARTMENT PERMIT FINAL CAN BE ISSUED.AT THE TIME OF PUBLIC WORKS DEPARTMENT INSPECTION, IF PRIOR TO PLACING OF THE FILL. 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 5. FILLS SHALL BE KEYED OR BENCHED INTO COMPETENT MATERIAL. 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 6. ALL EXISTING FILLS SHALL BE APPROVED BY THE SOILS ENGINEER OR REMOVED BEFORE ANY ADDITIONAL FILLS ARE ADDED. 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. 7. ANY EXISTING IRRIGATION LINES AND CISTERNS SHALL BE REMOVED OR CRUSHED IN PLDTWO LACE AND BACKFILLED AND APPROVED BY THE SOILS ENGINEER. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT. 8. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL, AFTER CLEARING AND PRIOR TO THE PLACEMENT OF FILL IN CANYONS, 3 INSPECT EACH CANYON FOR AREAS OF ADVERSE STABILITY AND DETERMINE THE PRESENCE OF, OR POSSIBILITY OF FUTURE ALL WORK RELATED TO WASTEWATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-42 ACCUMULATION OF, SUBSURFACE WATER OR SPRING FLOW. IF NEEDED, DRAINS WILL BE DESIGNED AND CONSTRUCTED PRIOR TO THE ABBREVIATIONS LEGEND & SYMBOLS LICENSED SANITATION SEWER CONTRACTOR OR AN A LICENSED GENERAL ENGINEERING CONTRACTOR PLACEMENT OF FILL IN EACH RESPECTIVE CANLYON. 4. ARCH ARCHITECTURAL 238.4 FS PROPOSED ELEVATION SEPARATE PERMIT FOR WALLS AND FENCES SHALL BE OBTAINED AT THE SAME TIME AS THE BUILDING 9. THE EXACT LOCATION OF THE SUBDRAINS SHALL BE SURVEYED IN THE FIELD FOR LINE AND GRADE. A.C. ASPHALT CONCRETE (234.77) TC EXISTING ELEVATION PERMIT. C.O. CLEAN OUT 10. ALL TRENCH BACKFILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION, AND APPROVED DG DECOMPOSED GRANITE o 234.77 EXISTING ELEVATION 5. ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS OF THE DS DOWNSPOUT 1% LEGAL REQUIREMENTS TO OBSERVE COVENANTS,CONDITIONS AND RESTRICTIONS WHICH MAY BE BY THE SOILS ENGINEER. THE BUILDING DIVISION MAY REQUIRE CORING OF CONCRETE FLAT WORK PLACED OVER UNTESTED (E) EXISTING ----- - - - - - ....... FLOW LINE BACKFILLS TO FACILITATE TESTING. ED EXTRA DEPTH FOOTING RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS.YOU SHOULD CONTACT YOUR COMMUNITY EP EDGE OF PAVEMENT ---------------- PROPERTY LINE 6. ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT 11. THE STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY TNLHE BUILDING DIVISION. E PB ELECTRIC PULL BOX FD FOUND --- ---- ---- - EXIST CONTOUR 12. LANDSCAPING OF ALL SLOPES AND PADS SHALL BE IN ACCORDANCE WITH CHAPTER 15 OF THE NBMC. FL FLOWLINE 240 PROPOSED CONTOUR FF FINISH FLOOR 13. ALL CUT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY AN ENGINEERING GEOLOGIST TO DETERMINE IF ANY FP FINISH PAD iiiiiiiiiiiiiiiiiiiiii PROP WALL FS FINISH SURFACE STABILITY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, THE FG FINISH GRADE ---------S 5=.01 ---- DRAIN PIPE ENGINEERING GEOLOGIST SHALL RECOMMEND AND SUBMIT NECESSARY TREALTMENT TO THE BUILDING DIVISION FOR APPROVAL. G8 GRADE BREAK ❑ ❑ ❑ ❑ EXIST FENCE EARTHWORK GFF GARAGE FINISH FLOOR 14. WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPES IS DETERMINED TO BE NECESSARY BY THE ENGINEERING GFP GARAGE FINISH PAD EXIST BUILDING RAW CUT: 19 CY GEOLOGIST AND SOILS ENGINEER, THE SOILS ENGINEER WILL OBTAIN APPROVAL OF DESIGN, LOCATION AND CALCULATIONS FROM THE HH HANDHOLE RAW FILL: 4 CY BUILDING DIVISION PRIOR TO CONSTRUCTION. HP HIGH POINT - - - 6"W --------- UTILITY-WATER I.P. IRON PIPE -- -- -8"SWR --------- UTILITY-SEWER OVER-X(t3'): 316 CY 15. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL INSPECT AND TEST THE CONSTRUCTION OF ALL BUTTRESS FILLS AND IE INVERT ELEVATION y ATTEST TO THE STABILITY OF THE SLOPE AND ADJACENT STRUCTURES UPON COMPLETION. OG ORIGINAL GROUND STREET LIGHT QUANTITIES DO NOT INCLUDE FOOTINGS PA PLANTER AREA z � PL PROPERTY LINE FIRE HYDRANT 16. WHEN CUT PADS ARE BROUGHT TO NEAR GRADE THE ENGINEERING GEOLOGIST SHALL DETERMINE IF THE BEDROCK IS EXTENSIV10 L&TP LEADOSED AND TACK TV CATV HH ALELY FRACTURED OR FAULTED AND WILL READILY TRANSMIT WATER. IF CONSIDERED NECESSARY BY THE ENGINEERING GEOLOGIST MON. MONUMENT SHEET INDEX w AND SOILS ENGINEER, A COMPACTED FILL BLANKET WILL BE PLACED. (N) NEW ED ELECTRICAL HH C1 TITLE SHEET NTG NOTHINGC2 PRECISE GRADING PLAN FW­Ml WATER METER 'a 17. THE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS DURING GRADING. R/W RIGHT OF WAY C3 SOILS REPORT RECOMMENDATIONS �i SDWK SIDEWALK w >_ T.B.M. TEMPORARY BENCHMARK 0 18. NOTIFICATION OF NONCOMPLIANCE: IF, IN THE COURSE OF FULFILLING THEIR RESPONSIBILITY, THE CIVIL ENGINEER, THE SOILS TC TOP OF CURB ENGINEER, THE ENGINEERING GEOLOGIST OR THE TES10 ALTING AGENCY FINDS THAT THE WORK IS NOT BEING DONE IN TF TOP OF FOOTING SURVEY NOTE: SURVEY TOPO > CONFORMANCE WITH THE APPROVED GRADING PLANS, THE DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE TG TOP OF GRATE PERSON IN CHARGE OF THE GRADING WORK AND TO THE BUILDING INSPECTOR. RECOMMENDATIONS FOR CORRECTIVE MEASURES, IF TOC TOP OF CONCRETE SURVEYOR SHALL PERMANENTLY MONUMENT PROPERTY TOPOGRAPHIC BY FORKERT ENGINEERING & SURVEYING, INC. N a NECESSARY, SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR APPROVAL. TS TOP OF SEAL CORNERS OR OFFSETS BEFORE STARTING GRADING. 5/20/16 TW TOP OF WALL m DESIGNED: ARCHITECT: OWNER/DEVELOPER: PREPARED BY: QRpFESS/n SOILS ENGINEER/GEOLOGIST: BENCHMARK: LEGAL DESCRIPTION: SHEET: CRAIG HAMPTON, INC. �� p�P S M. Q(� NAME OCS BM 3K-24A-82 LOT 40 OF TRACT NO. 1102 PRECISE GRADING PLAN JOSH & ESTVIE N DIVE FORK223 ENGINEERING & SURVEYING, INC. G c ELEVATION= 19.35 YEAR LEVELED= 2015 46 MALLARD COURT 2495 CRESTVIEW DRIVE 22311 BROOKHURST ST, STE 203 `O � r' z ADDRESS DRAWN: MJ MAGALIA, CA 95954 NEWPORT BEACH, CA 92663 HUNTINGTON BEACH, CA 92646 � NO. 58627 z CITY, STATE 2612 VISTA DRIVE 17 CHCK'D: TR (949) 209-8883 (714) 963-6793 ,�, EXP. 12-31-16 * PH: XXX JN 9065 sT civw. �P W.O. XX NEWPORT BEACH, CALIFORNIA q p� DATE: XX OF 1 $ SHEETS NO. DATE R E V I S 1 0 N S DATE: 3/8/17 �OF CALF THOMAS M. RUIZ DATE GENERAL NOTES: Iv 1 GROUND 6ABBREVIATIONS CONSTRUCTION NOTES: 8" CATCH BASIN I FINISH 8" CATCH BASIN " TOPSOIL MIN -I ARCH ARCHITECTURAL 01 CONSTRUCT 4" MIN CONCRETE HARDSCAPE. 1. A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIRED BEFORE THE BUILDINGOUT DRAIN TO STREET A.C. ASPHALT CONCRETE DEPARTMENT PERMIT FINAL CAN BE ISSUED. AT THE TIME OF PUBLIC WORKS DEPARTMENT INSPECTION, IF ANY OF TO STREET �� C.O. CLEAN OUT 02 INSTALL 4" SQ GRATE DRAIN THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED, NEW CONCRETE SIDEWALK, CURB 1% 1% 4" PVC SDR 35 FRENCH DRAIN DG DECOMPOSED GRANITE AND GUTTER, AND ALLEY/STREET PAVEMENT WILL BE REQUIRED. ADDITIONALLY, IF EXISTING UTILITIES CAP n PERFORATION ® BOTTOM DS DOWNSPOUT 03 INSTALL 4" ATRIUM GRATE DRAIN INVERT (E) EXISTING INFRASTRUCTURE ARE DEEMED SUBSTANDARD, A NEW 1-INCH WATER SERVICE, WATER METER BOX, SEWER INVERT OUT 3/4"CRUSHED ROCK ED EXTRA DEPTH FOOTING ®INSTALL 8" CATCH BASIN PER DETAIL SHEET C2 LATERAL AND/OR CLEANOUT WITH BOX AND LID WILL BE REQUIRED. 100% OF THE COST SHALL BE BORNE BY THE IN FILTER CLOTH EP EDGE OF PAVEMENT OPROPERTY OWNER (MUNICIPAL CODES 14.24.020 AND 14.08.030). SAID DETERMINATION AND THE EXTENT OF THE I 12" LAP 12" 0 TOP E PB ELECTRIC PULL BOX 5 INSTALL PERFORATED TRENCH DRAIN PER DETAIL SHEET C2 REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. PERFORATED ` 1 PERFORATED FD FOUND O CONSTRUCT YO DRAIN THRU CURB PER CNB STD PLAN 184-L DRAIN/TRENCH DRAIN/TRENCH �1 PERFORATED DRAIN/ FL FLOWLINE 2. SEPARATE PERMIT FOR FENCES AND WALLS SHALL BE OBTAINED AT THE SAME TIME AS THE BUILDING PERMIT. FF FINISH FLOOR ( INSTALL 4" PVC SDR 35 DRAIN LINE, S=0.01 MIN 8" CATCH BASIN SEC 1-1 TRENCH DETAIL FP FINISH PAD n NTS FS FINISH SURFACE 3. ALL WORK RELATED TO WASTEWATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-42 LICENSED NTS NTS FG FINISH GRADE ®INSTALL TRENCH DRAIN PER DETAIL SHEET C2. SANITATION SEWER CONTRACTOR OR AN A LICENSED GENERAL ENGINEERING CONTRACTOR. GB GRADE BREAK GFF GARAGE FINISH FLOOR 09 CONSTRUCT CONCRETE CURB 4. AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHIN THE PUBLIC GFP GARAGE FINISH PAD RIGHT-OF-WAY. HH HANDHOLE HP HIGH POINT 5. AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STANDARD IMPROVEMENTS WITHIN THE PUBLIC RIGHT 4" PVC SDR 35 PIPE I.P. IRON PIPE IE INVERT ELEVATION OF WAY. ALL NON-STANDARD IMPROVEMENTS SHALL COMPLY WITH CITY COUNCIL POLICY L-6 AND L-18. 6" MIN WIDE PEDESTRIAN SAFE OG ORIGINAL GROUND EARTHWORK DIMENSIONS DETERMINED BY FRAME &OPENING. EASGRATEO ,8"NL T PA PLANTER AREA 6. ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS OF THE LEGAL GRATE FRAME DIMENSIONS, WORKS OR EQUAL 800 874-4100 PL PROPERTY LINE USE FRAME AS FORM ( ) RAW CUT: 19 CY 3 4 REBAR PROP PROPOSED REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST # RAW FILL: 4 CY THE PROPERTY OR TO OBTAIN PLANS. YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIOR TO a TOP & BOTTOM L&T LEAD AND TACK COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT MON. MONUMENT OVER-X(t3'): 316 CY " yy 9 9ua.o o N NEW N G NOTHING ro .d•,,a.d o:idr'40a.�•,,,. .d�,p R/W RIGHT OF WAY SDWK SIDEWALK ; .)aBy"6'.)aBy"6'.)arx'6 FILL THIS PORTION Wf CRUSHED T.B.M. TEMPORARY BENCHMARK _'4: '4,<.��,<.� ROCK AFTER POURING GRATE TC TOP OF CURB SUPPORT CURB. TF TOP OF FOOTING CRUSHED ROCK g 12" TG TOP OF GRATE FILTER CLO IIhh�i TOC TOP OF CONCRETE A- DIG A 24" WIDE FS 18" DEEP TRENCH TS TOP OF SEAL 8- PLACE FILTER CLOTH IN THE TRENCH EXTENDING 12" VERTICAL ON EACH SIDE TW TOP OF WALL C- FILL BOTTOM 8" OF THE TRENCH W/ CRUSHED ROCK D- FORM AND POUR PERIMETER CONCRETE CURB E- FILL THE REST OF THE TRENCH W/ CRUSHED ROCK TO 4" FROM TOP OF TRENCH n TRENCH DRAIN U NTS I � I I w ADJACENT RESIDENCE - � allo ` - - 8 - - - - - - Jz - - - - - - - - - - - -3 - - - - - - - - -a- - - -3 - - - - - JZ - - - - - - - -� - - 34c� 4 ^tip�F I d3 N I - r w a - EXIST 6' WALL I- w 3 lil w ¢ c�w 0, I '' c5 c� p c� h w - - 3 0) /d I FNDRNTGD 35 1264 6 I z v 7 �. o 00 0 0 L PROTECT 7 o -N o o 0 4 N 5Jd C 126\ 4 w I 6 \3 0 4L, 0 w 88 �. x: II 0 0 � a C)1(5, ¢ II rn 1 <q�. \'- - ¢ N N N �(n M N � MN �(n � MN d' V ONS jH I �n (CONC) 7 3 of M n � r o m N N28'58'53"E 100.00' g6 48 5 \321 '). - -`� - J �i � III -_III III III - III _ �, __ III _ _ -. _ rr7i 171 PA 17 82 _ 1.7%. . 2:5%: i PA FIRE PIT PA ter. . }02 3.21 .'�, t'J -�� 6 112.1y0CIERB _ _ :)_ �) DRAIN/� C C-YiC C. �L .6 \2• - - - - - - - - a i_ : 11.63' IP 13.07 . .o g5 \ r.,\. p\ o X23 . FS I I - 4 0 - g3� (8.01 $S) \29 O U I Ni. \2• 1 I .�: � b1, x\351 \331 \5 I 15\. p1 n13.15 I I 04 UY .Y .v w .i. w w 6 b. .. ^ .. �. . ,.. DS_O^ I I. .. .1'S. F \3. ODS _ 3' _ ^3.,FS _ DSO ~DSO \\3' �/ m13.0•Y _ I �"30 10' 10' �tiA1 I - I,: i o\334. 12.80 TG FG .v v .v w v. 20' P 12.76 13 13.13 13.27 . I n2 . , 13.271 0 w I 12.05 IE 3 J W W W W W FS 12' 12. 5 FS-GB 83 FS-HP � b � FS-HP S 2 .I' I \3 2 . . 00 AI \ C 0 0 IN \2• DIF I \3 3 PA ( 'I Ii .. m TURF M 12.80 TGW^ 13.39 12.85 12.10 IE ../ I 6a 11 1\ 126 1S. 8 FS FG I w w .Y w vpp .v N 10' I 0 02 \20 0 \2. 0 2- 1200 FS.27 I I .I . 50 I 'L ,� 1240 \263 2 13.20 TG .. I . . .: 0 \3 \26 0 I 12.50 IE J I 10 (BRICK) 1335 )RICK) I FS 27 I �/ FS.39 . : - g W 4 W W W \30 56 ~ 0 2g 12.80 TG y3'D\Sy .Y w I w .Y w u, 0 0 \2g3 I fdh o - - - - - - - - - - - - - - - f 12.151E 10.70 TP \2' g U 1,136 ';y\6 w \2 v. Lv 0 I y ' 13.5 - w w w ^� WI I 1.5% GFF o 013'D" s8 I N -•-1320 2.1 \I.0 - O 13.36 a I 1 FS ° - g2(BRICK) J r I 0- - ,3 6- - - - - - - - - - - - �j 10 I g2 \2 .. - o \2. Q = I 13.85 e - \ e3 Lu 295 I I FF .v .v .r v. .v I \ 13.81 I FF 12.10 IE VIII' 10.59 TP Q g4 I 0 \346 PA _12.90 (7.59 FS) \ N W W W W I W W W I I _ I ❑� I U VI W W W W W W W 13.32 F F=13.52 13.20L � W \I I GFF FP=12.60 13.39 2 I FG W FS 1 "I J W w U RF w W •��pgyi II W W W I 20 II ALLEY & UTILITY EASEMENT ,I2,11 I W W W �• OW w m W I u I 13.2 .v w o FG I I� 5 w $ w 12.75 13.27 13.27 12?90 T� 3 W I :1�I W W W II I 72 J FS FS-HP FS 13.27 I x.12.00,IE SII \234 J2 P I �132g FS h4 13.1 L" II W W W W W W - - - - 4 O �Sti PA FGd v DS DSQ .ZQDS DS w w ZSx w w w t9 N�. O hII I 10.26 TP Q �` _ 'i19 _ _ _ _ ` G'MTR _ 7.26: FS NEW CURB DRAIN .. Zi I 2g I 12,58 .5\.i 1.J. (MOT) l) Anl l) ( ) 6 .12gr; ..I ;1%' _ �% 1% _99 %. . 1 1%. �7% I 1%. �%,303.. 1336 {`C__YiCC C-YKCTP(C. 1g1 12.11 IE lJ 0 PROTECT \2. ay `iZ8 - - - - - -2 95 . I �J o _ WATER METER I" - .. 1 c I - _ PA �y PA o PA ' � ,z'SO, .:. \5:% 13w PA TRACK BOUNDARY - �o- - - - - - - - - - - - - - - - - - - - - - - - - - - - - J - TEAL— - - --� - - - - - ml \265 F w w w N28'58'53°E 100.00' w _ w w zo NO TAG 6\FND IP3 12.69 1 I SEARCHED IWM I z - z o I FND NTG. ^ 1210 ro Do 94 z o U EXIST 6' FENCE n CURB 9 N z mo ww As N N N \�- Z O z PROTECT M N O M N M M N Z M N 333 5 66 I I 8 13�\ o0 3w 1292 6 ;356 00 1359 0135 n NmN I ,L69 o - II 13.24 2 1289 1344 2 135 2 (BRICK) > 41 234 N \2 COI 91 ADJACENT RESIDENCE Aor 1 II=4' DESIGNED: ARCHITECT: OWNER/DEVELOPER: PREPARED BY: QROFESS/n SOILS ENGINEER/GEOLOGIST: BENCHMARK: LEGAL DESCRIPTION: SHEET: CRAIG HAMPTON, INC. � O\yp S M. (� OCS BM 3K-24A-82 LOT 40 OF TRACT NO. 1102 PRECISE GRADING PLAN JOSH & ESTVIE N DIVE FORK223 ENGINEERING & SURVEYING, INC. G c ELEVATION= 19.35 YEAR LEVELED= 2015 n 46 MALLARD COURT 2495 CRESTVIEW DRIVE 22311 BROOKHURST ST, STE 203 `O � r' z 1X7 DRAWN: MJ MAGALIA, CA 95954 NEWPORT BEACH, CA 92663 HUNTINGTON BEACH, CA 92646 NO. 58627 A 2612 VISTA DRIVE CHCK'D: TR (949) 209-8883 (714) 963-6793 ,�, EXP. 12-31-18 JN 9065 sT Cuk NEWPORT BEACH, CALIFORNIA N0. DATE R E V I S 1 0 N S DATE: 3/8/17 q�OF C THOMAS M. RUIZ DATE OF 1 $ SHEETS