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HomeMy WebLinkAbout01_4020 Channel Place Coastal Development Permit_PA2017-101 ° @ COMMUNITY DEVELOPMENT DEPARTMENT r U S PLANNING DIVISION 100 Civic Center Drive, P.O. Box 1768, Newport Beach, CA 92658-8915 cq�rFoaN�P 949-644-3200 www.newportbeachca.gov CITY OF NEWPORT BEACH ZONING ADMINISTRATOR STAFF REPORT July 27, 2017 Agenda Item No. 1 SUBJECT: 4020 Channel Place Coastal Development Permit No. CD2017-045 (PA2017-101) SITE 4020 Channel Place LOCATION: APPLICANT: Joe Foster OWNER: Joe Foster PLANNER: David S. Lee, Planning Technician 949-644-3225, dlee@newportbeachca.gov ZONING DISTRICT/GENERAL PLAN • General Plan: RT (Two-Unit Residential) • Zone: R-2 (Two-Unit Residential) • Coastal Land Use Category: RT-D (Two-Unit Residential — 20.0 - 29.9 DU/AC) • Coastal Zoning District: R-2 (Two-Unit Residential) PROJECT SUMMARY A coastal development permit (CDP) to demolish an existing 1,560-square-foot, single- family residence and 235-square-foot garage. RECOMMENDATION 1) Conduct a public hearing; 2) Find this project exempt from the California Environmental Quality Act(CEQA) pursuant to Section 15301 under Class 1 (Existing Facilities), because it has no potential to have a significant effect on the environment; and 3) Adopt Draft Zoning Administrator Resolution No. _ approving Coastal Development Permit No. CD2017-045 (Attachment No. ZA 1). 1 4020 Channel Place Demolition CDP Zoning Administrator, July 27, 2017 Page 2 DISCUSSION • The subject property is located in the R-2 Coastal Zoning District, which provides for two-unit residential development and is consistent with the City's Coastal Land Use Plan, General Plan, and Zoning Code. Since the property is located in the Coastal Commission Appeal Area, a coastal development permit is required and a De Minims Waiver cannot be issued. The project is not eligible for a Categorical Exclusion from the need to obtain a coastal development permit due to its location on the waterfront. • The subject property is currently developed with a single-family residence on an existing lot designated for residential development. The project applicant requests to demolish the existing 1,560-square-foot single-family residence with an attached 235-square-foot garage. Subsequent construction of a new residence will require a separate coastal development permit at a later date. • The project site is located between the nearest public road and the sea or shoreline and demolition of the existing residence will not affect public recreation, access or views. The property is not located near designated public view points or coastal view roads and will not impact public coastal views. Future development of the site is required to comply with the development standards, including setbacks and height limits, of the Zoning Code and Local Coastal Program. • 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 that will mitigate hazards associated with liquefaction or other seismic risks. • The property is 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. ENVIRONMENTAL REVIEW This project is exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15301 under Class 1 (Existing Facilities) 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 1 includes the demolition and removal of small structures including one single-family residence. The proposed project includes the demolition of an existing single-family residence located in the R-2 Coastal Zoning District. TmpIC.01/12/17 2 4020 Channel Place Demolition CDP Zoning Administrator, July 27, 2017 Page 3 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, which 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: David S. Le , tanning Technician JM/dl Attachments: ZA 1 Draft Resolution ZA 2 Vicinity Map ZA 3 Applicant's Project Plans Tmpl[:01/17/17 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. CD2017-045 TO DEMOLISH AN EXISTING SINGLE-FAMILY RESIDENCE LOCATED AT 4020 CHANNEL PLACE (PA2017-101) THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS FOLLOWS: SECTION 1. STATEMENT OF FACTS. 1. An application was filed by Joe Foster, with respect to property located at 4020 Channel Place and legally described as Lot 11 of Block 441 requesting approval of a Coastal Development Permit. 2. The applicant requests a coastal development permit to demolish an existing 1,560- square-foot, single-family residence and 235-square-foot garage. 3. The subject property is located within the Two-Unit Residential (R-2) Zoning District and the General Plan Land Use Element category is Two-Unit Residential (RT). 4. The subject property is located within the coastal zone. The Coastal Land Use Plan category is Two-Unit Residential — 20.0 — 29.9 DU/AC (RT-D) and the Coastal Zoning District is Two-Unit Residential (R-2). 5. A public hearing was held on July 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 meeting 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 meeting. SECTION 2. CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION. 1. This project is categorically exempt pursuant to Title 14 of the California Code of Regulations (Section 15301, Article 19 of Chapter 3, Guidelines for Implementation of the California Environmental Quality Act (CEQA) under Existing Facilities). 2. Class 1 includes the demolition and removal of small structures including one single-family residence. The proposed project includes the demolition of an existing single-family residence located in the R-2 Coastal Zoning District. SECTION 3. REQUIRED FINDINGS. In accordance with Section 21.52.015 (Coastal Development Permits) of the Newport Beach Municipal Code, the following findings and facts in support of such findings are set forth: Zoning Administrator Resolution No. ZA2017-026 Page 2 of 5 Findinq: A. Conforms to all applicable sections of the certified Local Coastal Program. Facts in Support of Finding: 1. The subject property is currently developed with a single-family residence on an existing lot designated for residential development by the Local Coastal Program. The project applicant requests to demolish the existing single-family residence. Subsequent construction of a new residence will require a separate coastal development permit at a later date. 2. 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 and Building Division standards and policies. 3. The property is 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. 4. The property is not located near designated public view points or coastal view roads and will not impact public coastal views. 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 and demolition of the existing residence will not affect public recreation or access. 2. Adequate public access to the sea exists on Channel Place, 40th Street, 39th Street, and Marcus Avenue. The proposed demolition of the existing residence shall not interfere with existing public access to the sea. 01-03-17 Zoning Administrator Resolution No. ZA2017-026 Page 3 of 5 SECTION 4. DECISION. NOW, THEREFORE, BE IT RESOLVED: 1. The Zoning Administrator of the City of Newport Beach hereby approves Coastal Development Permit No. CD2017-045, 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 Planning and Zoning, of the Newport Beach Municipal Code. PASSED, APPROVED, AND ADOPTED THIS 27TH DAY OF JULY, 2017. Patrick J. Alford, Zoning Administrator 01-03-17 Zoning Administrator Resolution No. ZA2017-026 Page 4 of 5 EXHIBIT "A" CONDITIONS OF APPROVAL 1. The development (the demolition of an existing single-family dwelling, garage, and appurtenant facilities)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. CD2017-045 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. 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 buildinq 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. 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. 9. 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, wetland or their buffers. 10. Best Management Practices (BMPs) and Good Housekeeping Practices (GNPs) shall be implemented prior to and throughout the duration of construction activity as designated in the Construction Pollution Prevention Plan (CPPP). 01-03-17 g Zoning Administrator Resolution No. ZA2017-026 Page 5 of 5 11. 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. 12. 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. Stock piles 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. 13. 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. 14. 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 4020 Channel Place Demolition CDP including, but not limited to, Coastal Development Permit No. CD2017-045 (PA2017-101). 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 VICINITY MAP 4024 \ ! 40�z '1079 Subject v ep4 j o^ Property 4008 i Coastal Development Permit No. CD2017-045 PA2017-101 4020 Channel Place it Attachment No. ZA 3 Project Plans 12 PA2017-101 A B C D E F G H I I PLANS PREPARED BY: TOAL ENGINEERING, INC. 0 5 10 CIVIL ENGINEERING SCALE: 1" = 5' LAND SURVEYING STORMWATER QUALITY DEMOLITION NOTES 139 Avenida Navarro San Clemente, CA 92672 EXIST. DOCK TO REMAIN. 9 4 .t . 4 s 2 . fi fi a s II www.toalengineering.com EXIST. GANGWAY TO REMAIN. EXIST. WOOD DECK TO REMAIN. EXIST. WALL TO REMAIN. s9 L. EXIST. WATER LINE, HOSE BIBBS & ELEC. CONDUIT TO REMAIN. � No. 59275 EXIST. GAS METER TO REMAIN. F/ EXIST. WATER METER TO REMAIN. sr9Te o CI A``fo�`'\! EXIST. ELEC. PULLBOX TO REMAIN. EXIST. SEWER CLEANOUT TO REMAIN. 2 I _ _ _ _ _ _ _ 10 EXIST. DRIVE APPROACH & GUTTER TO REMAIN. 4022 CHANNEL PL. ADAM L. TOAL R.C.E. 5927` _ _ _ _ _ _ _ 11 DEMOLISH EXIST. BUILDING. DATE: r t 12 REMOVE EXIST. CONC. PAVING. PREPARED FOR: APPROX. LIMIT OF _ _ _ _ _ _ _ I 13 REMOVE EXIST. WOOD FENCE. DEMOLITION. REMOVE 14 REMOVE EXIST. WOOD GATE. MR. JOE FOSTER HARDSCAPE TO EXIST. JOINT. - - - - - - I 4022 C AP ACE NEWPORT BEACH92663 O 15 REMOVE EXIST. MASONRY WALL. 760-774-0055 16 EXIST. HARDSCAPE TO REMAIN. �I ZJwo 1 w N06'18"E 82.5 ' 82.5 R1) N17'06'18"E 33.98' j C1 cp W g 3 0 ElQ16 4 � o�aarm LLJ 4 2 4020 CHANNEL PL. I N ❑ Z o C4 / - 0 12 9 1 0 12 I .Lw. I I , 4 1 14 5 w L, w 0 0 0 0 7 rn rn v 7-07'57"E .76' N 17'07'57"E 33.06' J W I 15 z a I � z o 4018 CHANNEL PL. o_ o ~ U O Z N 5 � I L � M W m IM Z � Q � C7 U O GENERAL DEMOLITION NOTES zo - w � Z j I 1. PROVIDE A COPY OF THE STATE NOTICE PERTAINING TO THE REMOVAL OF m J Y w Q ASBESTOS MATERIAL ON THE SITE IF APPLICABLE. Q Up U / 2. IF LEAD BASED PAINT PRESENT ON THE SITE, THE DEMOLITION SHALL W m a COMPLY WITH APPROPRIATE FEDERAL REQUIREMENT CONCERNING THE W CV J REMOVAL OF LEAD BASED PAINT. p ol W E ' I 3. ALL HAZARDOUS MATERIALS SHALL BE REMOVED IN ACCORDANCE WITH ALL N f- Z APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS. PROVIDE = o VERIFICATION THAT MATERIALS ALREADY REMOVED FROM THE SITE WERE C..) _ FREE FROM CONTAMINATION. O CV 4. ALL AREAS DISTURBED BY THE DEMOLITION SHALL BE GRADED TO ADJACENT O GRADES AND ALL DISTURBED AREAS SHALL BE SEEDED. THE EXCAVATION o SHALL BE GRADED WITH A PROPER CROWN TO ALLOW FOR SETTLEMENT. 6 I 5. DURING DEMOLITION, SATISFACTORY BARRICADES SHALL BE ERECTED TO DATE: H. SCALE: o SAFEGUARD AGAINST INJURY TO THE PUBLIC AND ADJACENT STRUCTURES. A 5/17/17 1"=5' TEMPORARY FENCE SHALL BE PLACED AROUND THE SITE. SURVEY DATE: V. SCALE: z SURVEY NOTES 6. ALL RUBBISH AND DEBRIS SHALL BE KEPT THOROUGHLY WETTED DOWN TO 4/4/17 G/ DNO. PREVENT DUST AND DIRT FROM RISING AND SPREADING IN THE AIR. DRN.: A.L.T. 12 1. TOPOGRAPHIC SURVEY PREPARED BY BILL CARR SURVEYS DATED 4/4/17. 7. ALL EXISTING UTILITIES SHALL BE REMOVED WITHIN PRIVATE PROPERTY AND cHD.: A.L.T. C-01 2. BOUNDARY FROM RECORD OF SURVEY 2017-1080 BY D. WOOLEY & DISCONNECTED AT R/W PER REQUIREMENTS BY UTILITY SERVICE APA.L.T. JO.: ASSOCIATES INC. REGULATIONS. OB No. SHEET of 17089 1 1 1 A B C D E F G H 13 PA2017-101 ,370 NOTES.• 10001 W1WAII 6.74 13.69 11.88 TOP WALL W 9.86 TOP WALL TOP RAIL 4.04 x 9.86 16.31 x MUDLINE CUT X 2.2500 TOP WALL /0.39 10.40 1. BILL CARR SURVEYS (BCS SURVEYED 4018 AND 4022 U N 10092.1500 BRICK 10.49 9.34 WALL E 10000. 00 DOGE BRICK 1011 /NS/DE FACE WALL AP 9 67 X BW 1Ocm 1RX� �£IleaGE BRICK 9.33 CHANNEL PLACE ON JANUARY 6, 2017. BCS SURVEYED 4022 a 9.23 FL / / ; 10°g EDGE BRICK SEAWALL EDGE J CHANNEL PLACE ON MARCH 27, 2017, AND APRIL 41 2017. CUT X ON BRICK N 10089.3553 n £ 10074.3556 , INS/D£ FAC£ 380 2. BCS LOCATED UTILITY PAINT MARKS (SHOWN AS DASHED 9.32 CRACK MUOUN /1.87 E LINES HEREON ON MARCH 27, 2017 THE ACTUAL LOCATION TOP RUL- CL TOP RAIL W000 DECK AP OF THESE SUBSURFACE UT/LIT/ES HAS NOT BEEN VERIFIED. 10.40 4022 CHANNEL PLACE BR/CK Liam � i 10.36 j BRICK COR9.33 /-\ E5 CRACK 8 BRICK COR 1Q51 BRICK COR' • - - • • - 11.91 TOP PLANTERCOR ff 8"P 10.15 11.91 EDGE BRICK STEP- 9.39 9.51 TOP PLANTER COR _ _ _ SEAWALL EDGE GAS 2"YELLOW PANT 2 11.96 � � 11.88 CL TOP RAIL W000 DECK AP 9 5> 9.78 Q 3 5 RAIL 9.55 GAS 2"YELLOW PA/NT T££ GAS PULLBOX 9.39 MUDLINE EEC RED PA/NT CL W=3.0' 9.67 /NS/OE FAC£ 9.45 SWR GREEN PA/NT TEE I CL£ANOUT� 1Q01 TV ORANGE PA/NT I I - - - 9.54- + yzy_ZL/��Zz 18.24' '9.44 I I I T 9.89 . TOP-WALL • •GAS 2" YELLOW PAIN, 11.91 IWTR PA/NT TE£1 977 7C - 9.90 9.94 10.32 x 32.83 10.51 10.E / 11.Y2/BOG ir TOP PLANTFR CDR 1365 fLE 9.32 FL BW WALL FA CT TOP PLANTER COR TOP 944 ELEC PULL= I WATER METER FS ROOF NP 10.51 fS CONCRETE PAST 1Q 49 J0.OR 10.23 I 19.68 19.67 19 I 9.90 J012 C✓ COMC CJ TOPI6.25 WALL BRICK COR EDGE BR/CK` INSIDE FACE 9.59 I I I L � 9.94 ELEC PULLBOX 9.41 _p969 1 9.56 10.18 1Q49 SEA WALL EOG£ 9.98 I I I 1 CONCRETE PAVEMENT 10.55 10 ,0.49 10.35 ELEC PULLBOX I 1 I 9.67 I I 9.79 >C 9 91 ELEC 1'VfRTlCAL P/P£ fs FENCE B£C/N FENCE £NO BLDG COR 9.601 *, I i i 9.49 LB' BW 9J5 fZ 9.91 1BLDG COR / %/ 8.34 I DOCK COR I I I I I 9.92 iS CONCRETE PAVEMENT 8. I I 9.61 I I si BW DOCK COR 9.6 I I 9.55 ELE VAULT I 1 1342 1 10.29 PILE CL TOP 11 X11" _ FS 1 I 1 / / 10.74 MUDLINE 9 LE I 1 1Q53 STEP 9.61 £LEC MANHOLE I 1 1 fS AT G4RAGf / SEA WALL --- - 62 9.651 1 10.61 sS AT Dffr x 31,4 " ' _ 9.57 1 I 1 1 i 1 x1063 ROOF HP 4020 CHANNEL PLACE / SEE > -2DETAIL -- - -= cAMcwAr w-9.04--T '. Bw' FF x 31.74 ON SHEET 2 OF 2 _960 - T --- -- 9.63� I 1 I 10.63 10.63 ROOF HP FFF F10.70 N - SEA WALL 13.40 FSA fS AT ENTRr I I I 1 1 STEP PILE CL TOP 12 X11' I I I I I AT GARAPf / 10.11 I I I I I I 10.26 SEA WALL I I I I 1 Ts I / -3.10_ DOCK COR 9.74 1 I 9.67 1 1 1 ' CONCRETE PAVEMENT B.35 MUDUN£ WATER M£TER� CLNOUT A7F_i 1 I _9.70J 9.9? DOCK COR -h 1 EA WATER METER \ - 9.76 - - - - -I - - - -� - O.58ArcMcF/ / / � / � ;� I 9.61�r� � -I- 1 -/,,g.71 I 9.71 - - - - / 10.59 9.98 10.41 1039 10.33 FOW - - - - - - - - 9.65 10.17 GAS YELLOW PAINT I 1 I T BW fO.OB BLQG COR 1581 FS 10.39 SLOG COR 10.47 9.51 9.73 \ 10.42 FS CONCRETE PAVEMENT 10.17 1045 TV ORANGE PA/NT-�E - I I� 9.46 TC LBO ,p,,g 70P OF WALL WALL FACE WALL FAC" SEAWALL INSIDE SEA WALL EDGE END NORTH _ 974 9.4/ FL GAS PULL80X 3� �E 9.56 LP 1 9.67 \ I 9.70 p 1 31.35 CONCRETE PAVEMENT 1 FOW 10.58j' 10.41 10.48 £LEC RED PA/NT CL W=3.0' 9 6i1 -_ 1016 ROOF HP 10.86 1 EIEC RED PA/NT >� BLX CORE8 /CK BRICK �x 9.74 0.1510.21 I GAS YELLOW PAINT BLDG ((AP 11.11 i /' BLDG COR 10.70 � 10.37 SWR GREEN PAINT FF D" SEA WALL EDGE SWR i 11.56 111.49 TABLE CDR TABLE COR 1328 3.34 10.51 TOP RAIL MUDUNF 970 8 CHANNEL PLACE BOK ' 13.19 401 GAS Z PAINT 11.58 1151 10.33 CL 4' TOP RAIL WOOD DECK TABLE COR TOP-- 10.35 TABLE COR SEA WALL EDC£ % BR/CK 10.35 BR/CK- lose I BLDG COR - c12.OSa ' z 53 10.30 10. / -BRICK _ BLDG COR SEAWALL INSIDE I / � 972SEA WA f_DGf____ PAINT^\ I 101' GAS 2 -- J j / 10.5713.30 1723 9.93 >C TOP RAIL 308 fF OOOIP CL 4' TOP RAIL W000 DECK a g 48 FL 10.21 10.53 10.22 10.30 MUOL/NE W B. UP 1010 BLDG CDR BRICK 10.36 x BRICK z BRICK BW BRICK 28 10. BR/CK z 10.76 10.16 6p�NOSUL Q !Q F BLDG FACE 10.55 - 10.77 11'PALM TREE' BRICK 0 p BLDG COR -SE COR 8X8' COL 1048 1015 f0 44 x BRICK SEAWALL /NS/Df 10.81 13.11 k NO. 9038 BOK FOw 10002 1FOW 47; TOP RAIL d U 0 Ex ' 30 10000 1027 10.24 ?° P x10.20 CUT X ON BRICK SEA WALL EDGE CUT X 4.4/CF SOF CAS\F� - N 10000.0000 N 10005.1539 E 10000.0000 f 10073.4867 $ N0. BY: REVISION PREPARED BY: BENCH MARK: PREPARED FOR: LICENSED P`'� LAND $ �' ORANGE COUNTY SURVEYOR'S BENCHMARK NB2-7-77 CHECKED BY: DG BI LAND SURVEYOR � �'`�` �R��~°p JOE FOSTER DRAWN BY: JC CARR ELEVATION = 8.565 NAVD88, 2015 ADJUSTMENT p� SURVEY CREW: JL JC, RG/TM/JC _ 40.201 BASIS OF BEARINGS: 40189 40209 � 4022 CHANNEL PLACE DATE OF SURVEY: NOTED g THIS SURVEY IS ON AN ASSUMED HORIZONTAL DATUMDATE OF PLOT: 5/9/2017 (714)978-3889 No. soar 615 N.POPLAR STREET �0' $ sr UTILIZING A COORDINATE ORIGIN OF N 10 000 E 10 000 COORDINATE FILE: ********.ASC � F �,,�,F�°' ' ' NEWPORT BEACH CA 92663 �- DANIEL G. IA L.S..L.S. 9038 q� ORANGE,CA 92666 EXP. DATE: 9-30-2 SCALE: 1 " = 5 FEET SHEET 1 OF 2 SHEETS 14 FJA2UI 1-101 SHEET 1 OF 3 ACCEPTED AND FILED AT THE REQUEST OF THE RECORD OF SURVEY 2017-1080 ORANGE COUNTY SURVEYOR'S OFFICE IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE DATE TC ICnFDNI A r J �� IY� / �41TMAF � TIME_- FEE $ BEING A SURVEY OF )O1J- BLOUKOF CANAL SECTION, INSTRUMENT NO._______ AS SHOWN Oh A lMAP i F • MED BOOK 4, PAGE 98 OF MISCELLANEOUS MAPS, RECORDS OF SAID COUNTY. TOGETHER WITH BOOK PAGE THE VESTED FEE INTEREST UNDER NEWPORT BAY (LIDO CHANNEL) HUGH NGUYEN DATE OF SURVEY: MARCH, 2017 COUNTY CLERK-RECORDER TREVOR D. RICE P.L.S. 8862 BY DEPUTY D. WOOLLEY & ASSOCIATES, INC. NOTE: PURPOSE OF SURVEY: UDo SEE SHEET FOR BOUNDARY SURVEY, RECORD REFERENCES,, BASIS OF BEARINGS, LAND AREA, AND LINE THE PURPOSE OF THIS SURVEY IS TO RE-ESTABLISH AND MONUMENT LOT BLOCK 441, CNADATA. MAP OF CANAL SECTION, AS SHOWN ON A MAP RECORDED IN BOOK 4, PAGE 98 OF sm NNfG MISCELLANEOUS MAPS, COUNTY OF ORANGE, CALIFORNIA, ANDDESCRIBED A GRANT SEE SHEET 3 FOR TOPOGRAPHIC SURVEY, UNIT CONVERSION, DEED, RECORDED MARCH 10, 2017, AS INSTRUMENT NUMBER 2011 O7000099232 OF OFFICIAL AND LEGEND. RECORDS. � MONUMENT DESCRIPTIONS: GOo cHANN f� P�ACf FOUND LEAD, TACK AND BRASS TAG, STAMPED "LS 4599', PER RECORD OF ; 1 SURVEY NO. 2013-1154, R.S.B. 286/11, ON PROPERTY UNE PROLONGATION, 1.00' 9P OFFSET FROM PROPERTY CORNER, FLUSH IN CONCRETE. �'Gs FOUND LEAD, TACK AND BRASS TAG, STAMPED 'LS 4599", PER RECORD OF S� SURVEY NO. 2013-1154, R.S.B. 286/11, S17'02'45"W 1.00' FROM RIGHT OF WAY, "'Y FLUSH IN CONCRETE. 92 t2` 2 FOUND LEAD & NAIL, NO TAG, NO REFERENCE, 517'02'45"W 1.00' FROM RIGHT OF % WAY, FLUSH IN CONCRETE. BOUNDARY ESTABLISHMENT NOTES: v 9th, FOUND BRASS TAG SET IN EPDXY, STAMPED "RCE , PER RECORD SURVEY hc` N0. 2013-1154, R.S.B. 286/11, 517'02'45'W 1.02' FROMROM RIGHT OF WAY, FLUSH IN o- SEARCHED, FOUND NOTHING. ESTABLISHED BY PRORATION. NEWPORTC?YOF BE1CH CONCRETE. FOUND BRASS TAG SET IN EPDXY, STAMPED "RCE 28328", PER RECORD OF SURVEY Bo- HELD BEST FIT LINE BETWEEN MONUMENTS 10.00 •O•®•OO •©• &O7 VICINITY MAP NO. 2013-1154, R.S.B. 286/11, 517'02'45"W 1.01' FROM RIGHT OF WAY, FLUSH IN C� HELD BEARING FROM BEST FIT LINE PER NOTE B, FROM FOUND MONUMENT@@ FOR NO SCALE CONCRETE. CENTERLINE OF CHANNEL PLACE. FOUND BRASS TAG SET IN EPDXY, STAMPED "RCE 28328', PER RECORD OF SURVEY 6 NO. 2013-1154, R.S.B. 286/11, S17'02'45'W 1.03' FROM RIGHT OF WAY, FLUSH IN o- THE LINE OF ORDINARY HIGH TIDE OF THE PACIFIC OCEAN PER DECREE RECORDED IN CONCRETE. BOOK 201, PG 253, OFFICIAL RECORDS OF ORANGE COUNTY, CALIFORNIA, ESTABLISHED COUNTY SURVEYOR'S STATEMENT: AT RECORD DISTANCE ALONG PROPERTY LINE PROLONGATION AT LOT LINE 8-9, BLOCK FOUND BRASS TAG SET IN EPDXY, STAMPED "RCE 28328', PER RECORD OF SURVEY 7 441, PER RECORD OF SURVEY NO. 2004-1104, R.S.B. 204/14. THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF NO. 2013-1154, R.S.B. 286/11, 517'02'45'W 1.03' FROM RIGHT OF WAY, FLUSH IN THE PROFESSIONAL LAND SURVEYORS' ACT THIS DAY OF CONCRETE. o- ESTABLISHED BY INTERSECTION. 2017, 8 FOUND GEAR SPIKE & WASHER, STAMPED YS 6902', PER RECORD OF SURVEY 2013-1154, R.S.B. 268/11, FLUSH IN ASPHALT. Fo- ESTABLISHED AT RECORD ANGLES & DISTANCES PER RECORD OF SURVEY NO. (-0--,- FOUND LEAD, TACK & BRASS TAG, STAMPED 'LS 4125, PER RECORD OF SURVEY 2004-1104, R.S.B. 204/14. t! 2006-1171, R.S.B 211/29, ON RIGHT OF WAY, FLUSH IN CONCRETE. FOUND 1" (OUTSIDE DIAMETER) IRON PIPE, WITH NAIL & BRASS TAG, STAMPED "LS 10 3084", PER CORNER RECORD 2015-0487, N17'02'45"E 0.06' FROM RIGHT OF WAY, FLUSH IN CONCRETE. FOUND 1" (OUTSIDE DIAMETER) IRON PIPE WITH NAIL & BRASS TAG, STAMPED "LS. KEVIN R. HILLS, COUNTY SURVEYOR it 2312 J.S.R.', NO REFERENCE, N17'02'45'E 0.30' FROM RIGHT OF WAY, FLUSH IN L.S. 6617 CONCRETE. SET LEAD, TACK & BRASS TAG, STAMPED 'PLS 8862', OFFSET ON UNE AS SHOWN FROM LOT CORNER, FLUSH IN TOP OF CONCRETE SEAWALL. SET LEAD, TACK & BRASS TAG, STAMPED 'PLS 8862", AT LOT CORNER, FLUSH IN 1 CONCRETE SIDEWALK. SURVEY PROCEDURES AND STATED ACCURACY NOTE: SURVEYOR'S STATEMENT: 0 - INDICATES MONUMENT FOUND AS NOTED. 0 - INDICATES SET LEAD, TACK & BRASS TAG, STAMPED "PLS 8862". ALL MONUMENTS SHOWN HEREIN WERE EITHER DOUBLE DETERMINED OR OCCUPIED THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER USING CONVENTIONAL EQUIPMENT (TRIMBLE S6 HIGH PRECISION). MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS' ACT AT THE REQUEST OF JOE CONVENTIONAL SURVEY EQUIPMENT HAS BEEN CALIBRATED AS OF THE FOLLOWING FOSTER IN MARCH, 2017. DATES: N1 La`\r O TRIMBLE S6 HIGH PRECISION TOTAL STATION SERIAL NO. 92120355): ^\ IhJ` Sv: R O. GP. MARCH 6, 2017 ( I I �I RECORD OWNER: THE POSITIONS SHOWN ARE THE RESULT OF A LEAST SQUARE ADJUSTMENT (STAR-NET v7.0.0.42) OF CONVENTIONAL FIELD MEASUREMENTS. THE AVERAGE WEST COAST NRF, A CALIFORNIA CORPORATION, PER GRANT DEED RECORDED MARCH STANDARD ERROR BASED ON THE ADJUSTMENT WAS 0.02' NORTHING AND 0.04' TREVOR D. RICE 04/12/17 y^ No.xx6z 10, 2017, AS INSTRUMENT NUMBER 2017000099232 OF OFFICIAL RECORDS. EASTING, AT ONE SIGMA. P.LS. NO. 8862 ''Op C11' DWA y17072 15 FJA2UI 1-101 SHEET 2 OF 3 SCALE: 1" = 30' RECORD OF SURVEY 2017-1080 IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE N LINE DATA: A TF +JL1 - N72'ST15"W 2.00' (30.0' l) �ALIF2.RRlkA L2 - N1TO6'18"E 82.50' (82.50' R1) DRTE F SI.IRVr �AAQCH, 2617 L3 - N75'20'25"W 30.06' (30' R3) `� L4 - N17'07'67"E 83.76' TREVOR D. RICE P.L.S. 8862 L5 - N72'57'15"W 60.00' (60.00' Rl) (60' R3) L6 - N17'02'45"E 80.00' (80.00' R7) (80' R3) D. WOOLLEY & ASSOCIATES, INC. L7 - N75'20'25'W 60.14' (60.14' Ri LB - N75'20'25'W 30.07' W E L9 - N75'20'25"W 30.06' (30.06' RI) BOUNDARY SURVEY L10 - N1710'46"E 86.26' (86.26' R1) L11 - N7257'15"W 30.00' 30.00' R1) (30' R3) L12 - N72'57'15"W 30.00' 30' R3) L13 - N7257'15'W 29.98' 30.00' Ri) 30' R3 L14 - N72'57'15"W 30.00' 29.99' R1 30' R3 L15 - N7257'15"W 29.99' 30.00' R2) 30' R3 S L16 - N72'57'15"W 30.02' 30.00' R2) 30' R3 L17 - N7257'15"W 30.01' (30.00' R2 (30' R3) L18 - N72'57'15"W 29.98' (30.00' R2 (30' R3) L19 - N17'02'45'E 15.00' L20 - N17'02'45"E 15.00' (15.00' R2) L21 - N7257'15'W 30.00' L22 - N72'57'15"W 54.29' L23 - N7257'15"W 0.78' L24 - N17'02'45"E 14.70' L25 - N17'02'45"E 14.94' L26 - N17'02'45"E 15.00' L27 - N17'06'18"E 33.98' L28 - N17'07'57"E 33.06' L29 - N1710'46"E 31.22' L30 - N75'20'25'W HELD 150.33 PER Ri) L31 - N72'57'15"W HELD 150.00' PER R1) NOTE: \ \ \ E N�wP�RT SEEOWNSHEET1 FOR PURPOSE 0OSUMENT DESCRIPBOUNDTIONS, RECORD SHMENT �G \ n N753500'y qSTATEMENTS,NOTES, SURVEYOR'S PROCEDURES .x. / ' AND STATED ACCURACY NOTE, AND VICINITY MAP. SEE SHEET 3 FOR TOPOGRAPHIC SURVEY, UNIT CONVERSION, �/ A N 80.1p ORD/ Apy AND LEGEND. PACIFff 'GH 77D SFN" 7 SFN C33p E \ �,yt. PERK O 4AN,E VC OF- 0 F a�OU v /9B souiH A t6 / SFN / Cg a g� N Cep a sFN N�� BLOC Upt or LAND AREA: / N R. Oo O 441 © � O&Q. PER M.M. 4�86 2,498 SQUARE FEET � 0.06 ACRES F 45� SFN d / / moo B U A sFN � � o t51 t1 Q / BASIS OF BEARINGS: Al;,266'27' 1 Cry a G Q 1S'K, 2 / M / / d d THE BEARING OF N72'57'15'W ALONG THE CENTERLINE OF CHANF SURVEY NO. C13 / �,(?aOVA / 2004-1104,EL BOOK BOOK 204,ACE PER RECORD 104 OF RECORDS OF O © S4,2g 6g,4j, 3 C1q 3 / / / �()�8 �� SURVEY, IN THE CITY OF NEWPORT BEACH, COUNTY OF AWq� 72 1 OW 4 / 5 / �� �.n�fl / BASISORANGE, STATE OF OF BEARINGS FORFTHISASUREY USED AS THE 5>• q5 h 2 e.rg. B C\3.h11) 4s 6 ➢� 9 �� NApHE� RzPC o �» 7 9' U6 9 qC '9��\ RECORD REFERENCES: S (R1) - INDICATES RECORD OR CALCULATED DATA PER 329,8 RECORD OF SURVEY NO. 2004-1104, R.S.B. 204/14. ��� g (R2) - INDICATES RECORD OR CALCULATED DATA PER RECORD OF SURVEY NO. 2013-1154, R.S.B. 268/11. (R3) - INDICATES RECORD OR CALCULATED DATA PER MAP OF CANAL SECTION NEWPORT BEACH, M.M. 4/98. DWA #17072 2� FJA2UI 1-101 SHEET 3 OF 3 SCALE: 1" = 10' RECORD OF SURVEY 2017-1080 IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE TP- � IF�nil; J ,��✓`�DOCK CORNER 4.6' D ,TE F S IRV�Y- A2CH, 2Q)17 �'- ELY & 0.1 SLY OF- L �-�� B.L.)' �� N7535'00'W 30.06' TREVOR D. RICE P.L.S. 8862 �� v E D. WOOLLEY & ASSOCIATES, INC. r E TOPOGRAPHIC SURVEY r n .j...................�... --DOCK CORNER.._/`�� vrrrr ^r ! DOCK CORNER 4.8'+ N ELY OF B.L DOCK RAILING zz (ON B.L. NOTE: SEAWALL CORNER A A SEE SHEET 1 FOR MONUMENT DESCRIPTIONS, RECORD 0.5 WLY OF B.L. _ — — — — — — OWNER, PURPOSE OF SURVEY, BOUNDARY ESTABLISHMENT _ _ — — — — nmggqqq��I''II 'ISI orb NOTES, SURVEYOR'S STATEMENTS, SURVEY PROCEDURES 5.00' N75'20'25"1Wfpp�lpll 30.06' p 6.00' 0 AND STATED ACCURACY NOTE, AND VICINITY MAP. W E BION „ %luk �IIII a SEE SHEET 2 FOR BOUNDARY SURVEY, RECORD I PILASTER CORNER CONCRETE SEAWALL ie REFERENCES, BASIS OF BEARINGS, LAND AREA, AND LINE 0.4 WLY OF B.L. DATA. o vi u> � BUILDING CORNER "' m SEAWA NFC 2.9 ELY OF BY 0.2 ELY OF B.L S �L PLANTER WALL m LEGEND: o p ID' I 2.6 WLY OF B.L BUILDING CORNER B.L. - BOUNDARY LINEBUII 2.4 ELY OF B.L E - EAST n — 2.BLLIWLY OF BNG EL BUILDING CORNER ELY - EASTERLY SCALE: 1 — 1 I 3.2 ELY OF B.L. M.M. - MISCELLANEOUS MAPS WAL WLY FACE N - NORTH I a� 0.1 ELY OF B.L NFC - NORTHERLY FACE LUS NLY - NORTHERLY FENCE NLY END NO. - NUMBER 0.3 ELY OF B.L. R.S.B. - RECORD OF SURVEY BOOK I LOT 11 SFN - SEARCHED, FOUND NOTHING 0.057 ACRE- SOUTH �07 10 SLY - SOUTHERLY W - WEST I Q Wo0 LY - WESTERLY PROPERTY LINE FENCE SLY END R 0.3 ELY OF B.L p�� fL - CENTERLINE O a BOUNDARY LINE N� BUILDING CORNER 00 BUILDING CORNER w W 2.8 WLY OF B.L. UNIT CONVERSION 2.8 ELY OF B.L P n WA WLY FACE / I 0 0.2 WLY OF B.L 8' 0.01' 1 BUILDING CORNER z BUILDING CORNER 0.25' 3' 2.7 WLY OF B.L . 2.9 ELY OF B.L 0.50' 6' —I— — 72'57'15'W 30.00 (30.66-C 0.75' 9' 1.00' 12' ({ - - - - - - A N N CHANNEL PLACE DWA #17072 2� NOTES.• 1. SILL CARR SURVEYS (BCS SURVEYED 4018 AND 4022 CHANNEL PLACE ON JANUARY 6, 2017 BCS y '\ SURVEYED 4022 CHANNEL PLACE ON MARCH 27, 2017, 10.23 EDGE BR/CK AND APRIL 41 2017 XL-11.96 10.07 10.16 TOP RAIL ELfC 1/2- £LEC 1/2'3.86 10.81 MUDLINE 2. BCS LOCATED UTILITY PAINT MARKS (SHOWN AS 1001 _ f`D1C3 130% CRACK /0.06 DASHED LINES HEREON ON MARCH 27, 2017. THE PN; TOP WALL ACTUAL LOCATION OF THESE SUBSURFACE UTILITIES HAS NOT BEEN VERIFIED. 10.79 FS 9.99 CRACK 3.68 MUDLINE 11.11 TOP RAIL END W=4" 10.74 x 10.99 STEP X .15 A40 TOP RAIL <PT W=4" -L #VW Amr 1Q09 1291 f3 CM CRACK 13.01 1 0.02 TOP WALL 11.93 TOP WALL 9.55 1136 /Qm TOP RAIL BEC W=4" AM 8.98 SO~ TOP Of SEAWALL (UND£B CAP) 10.96 FF - - 11.93 MTOP WALL - - 10.09 9. x 11.15 10.70 REP TOP TOP RAIL END W=4' STEP 1193 9.61 TOP WALL \ 13.02 ; 10.10 TOP WALL fS COX 1210 TOP RAIL BEG W=4" �5 10.76 99.12 DECK/- WOOD DECK f5 x 17.74 3.56 TOP RAIL <PT W=4' MUDLINE 10.21 HOSE 818 10.01 CRACK 10.25 XX 3.2.93 WTR 1/2' <. Bim' COR 9.99 TOP WALL 10.29 CRACK LIGHT 10.04 x10.01 10.10 3.59 KR 1/2" 10.01 LIGHT ELEC 1/2' MUDLINE 3 10.05 x ELEC 112' 13.36 HOSE B/B _ TOP RAIL GNU SOP RAIL 10.86 _ --- ----`-- ---i._ ---- ` * No. 90 * BLDG COR 10.41 10.48 - T 2 - - � BR/CK � BR/CK - -- N� Exp. 3a 1T OF CAS SFO Y 0 PREPARED BY: NO. BY: REVISION � BENCH MARK: PREPARED FOR: CHECKED BY: DG LICENSED a5� s`'R ORANGE COUNTY SURVEYOR'S BENCHMARK NB2-7-77 I ® � u� ® � t ® DRAWN BY: DI LAND SURVEYOR ``�a`�` �. `°R�`�` ELEVATION = 8.565 (NAVD88, 2015 ADJUSTMENT) �J (� Bl�l Cic ARR v �PIXP 9aa2on 94v SURVEY CREW: JL JC, RG/TM/JC BASIS OF BEARINGS: 4O H 4020 DATE OF SURVEY: NOTED (714)978-3889 Su - _- gm THIS SURVEY IS ON AN ASSUMED HORIZONTAL DATUM > > & 40 2 2 CHANNEL PLACE DATE OF PLOT: 5/9/2017 ��,, "� UTILIZING A COORDINATE ORIGIN OF N 10,000 E 10,000 NEWPORT BEACH , C A 9 2 6 6 3 COORDINATE FILE: ********.ASC 615 N.POPLAR STREET J4 ~�"eiy�s DANIEL G. GAR .L.S. 9038 `�'+>F �� ORANGE.CA 92M SCALE: 1 = 2 FEET EXP. DATE: 9-30-2017 SHEET 2 OF 2 SHEETS 1P PA2017-101 16.24 13.69 11.88 TOP WALL X ,170 /VOTES.• W 10001 TOP WALL TOP A L 4.04 9.86 16.31 x MUDLINE U CUT X 4.JICF TOP WALL ,039 1. BILL CARR SURVEYS (BCS) SURVEYED 4018 AND 4022 N 10092.1500 10.49 9.34 10.40 BRICK 10.11 /NS/DE FACE WALL AP 9.90 E f0000 00 DGE BRICK CHANNEL PLACE ON JANUARY 6 2017. BCS SURVEYED 4022 9.67 TC BW LDO COR / BLDG COR ( EDGE BR/CK 9.33 9.13 FL 10003 10.37 SEAWALL EDGE 9.44 EDGE BR/CK CHANNEL PLACE ON MARCH 27, 2017, AND APRIZ 49 2017 J CUT X ON BRICK N10089.3553 In E 10074.3556 9.35 FACE 3.80 2. BCS LOCATED UTIZIT)' PAINT MARKS (SHOWN AS DASHED /NSIDE 9.31 MUDLINE CRACK 11.87 LINES HEREON) ON MARCH 27, 2017 THE ACTUAL LOCATION 11 B6 CL TOP RA/L WOOD DECK AP 10.40 TOP RAIL OF THESE SUBSURFACE UTILITIES HAS NOT BEEN VERIFIED. 4022 CHANNEL PLACE BRlCKC10.36 BR/CK COR 9.33 9.65 CRACK & BR/CK COR 1191 10.52 BR/CK COR / TOP PLANTER COR FF DOOR 10.25 11,91 EDGE BRICK STEP. 9.39 9.51 TOP PLANTER COR SEAWALL EDGE 11.96 CAS ?'YELLOW PAINT� 11.88 CL TOP RAIL WOOD DECK AP W TOP RAIL 9.559.51 1 9.78 a FA9.39 3.65 GAS 2'YELLOW PAINT TEE CAS PULLBOX � INSIDE CE MUDLINE ELEC RED PAINT CL W=3.0' 9.67 9.45 SWR GREEN PAINT TEE I 9.71 EANOUT CL TV ORANGE PAINT I I - - - _ 10.04 0 • 16.24' ' 9.54- + BLDG COR / 1279 v 9.44RI I I GAS 1" YELLOW PANT 9'89 ,� ,� BLDG COR 11.91 FOP WALL I I I 9.62 - V: x zzzzz_ TOP PLANTER CDR WTR PAINT TEE 9.77 TC 9.90 9.94 10.32 x 3283 10.51 10.53 11.91 13.65 9.88 I 9.32 FL BW WALL FAC£ TOP PLANTER COR TOP 9.44 ELEC PULLBOX I 948 LIP WATER METER FS ROOF HP 10.51 FS CONCRETE PAVEMENT 10.49 FS 10.47 16.25 10.39 1023 INSIDE FA CE 19.68 19.67 I g•55 I 990 CONC CJ CONC C✓ CONC CJ TOP WALL BR/CK COR EDGE BRICK 9.42 9.59 L CONC C✓ 9.94 10.12 I I � - ELEC PULLBOX 10.55 10.49 10.35 SEA WALL EDGE 9.98 I I I / 0.09 I 9.56 I 10.18 10.49 CONCRETE PAVEMENT 10 48 ELEC PULLBOX I I I �67 I I 9.79 TC FENCE BEGIN FENCE END BLDG COR g•gl ELEC 2 VERT/CAL PIPE FS fs 9.60 I I 9.35 FL I 9.91 10.10 8.34 9.49 LF BW 10.63 BLDG COR / // /// / / / / / / / // / DOCK COR 8.43 I 8.82 I 9.92 FS AT GARAGE / CONCRETE PAVEMENT DOCK COR I � 9.6 I 9.56 ELE VAULT I 13.42 _ I I 10.29 PILE CL TOP 12"X12" x-3.12 I FS MUDLINE I 10.74 9.58 _,-o 1 ELEC MANHOLE I 1 i FS AT GARAGE / STEP 9.6 S£A WALL 9.65 I I 10.62 '1 10.61 FS AT ENTRY x 31.74 SEE 1 =2j' DETAIL 9.04 957 I I I I 997 ROOF HP 4020 CHANNEL PLACE x 10.63 GANGWAY W=3.0' 8W FF x 31.74 1FF 0.96 ON SHEET 2 OF 2 -9s0 9.63 I I I I I la B.T 10.63 ROOF HP 1 p 70 -SEA WALL 13.40 10.63 FS AT ENTRY / STEP PILE CL TOP 12'X11" FS AT GARAGE � I 10.11 FS26 SEA WALL I I I 8.19 8.35 -3.20 DOCK COR 9.74 I9.67 I MUDLINE WATER METER I _970E 9.92 10.03 CONCRETE PAVEMENT DOCK COR -'t CLEANOUT WATER METER j I \� 9.76 - - - -4 - -- i - - 10.58 FS AT GAAAOE _ 9.61 Y � -I- 1 �71 I 9.71 - -- 9.98 10.59 _ _ 9.65 10.17 10.41 BLDG FOW GAS YELLOW PAINT I I I I BW 10.08 FS 10.39 10'39 BLDG COR 9.51 9.73 9.46 TC 10.02 BLDG COR 15.81 10.41 WALL FACE SEAWALL INSIDE I 1 I� 0.1 TOP OF WALL FS CONCRETE PAVEMENT 10.17 SEA WALL EDGE END NORTH TV ORANGE PAINT Cyt- - - WALL FACE FS \- 9.74 9.41 FL GAS PULLBOX _ 9.55 LIP 10.63 9.67 � I I 32.35 CONCRETE PAVEMENT FOW 10.58 9.70 ` _ 10.16 ROOF HP BRICK 10.86 10.41 10.48 ELEC RED PAINT CL W=3.0' 9.671 - ELEC RED PAINT BLDG COR 0.15- BRICK BR/CK �x 9.74 10.11 1211 GAS YELLOW PAINT BLDG COR BLDG COR 10.37 9.77 I FF DOOR SEA WALL EDC£ SWR GREEN PAINT 1 11.56 11.4 TABLE COR TABLE COR /328 3.34 10.52 TOP RAIL MUDLINE BRICK 9.70 I 4018 CHANNEL PLACE 11.58 11.52 10.33 Ct 24 TOP RAIL WOOD DECK R TABLE COR TOP- 10.35 TABLE COR SEA WALL EDGE GAS 2 PA/NT BR/CK 10.35 BR/CK 10.58 a BLDG CORS, a 10,53 12.05 10.30 I BRICK BLDG COR SEAWALL /NS/DE 9.72 10.17 GAS Z"PAINT � 1087 SEA WALL EDGE ,3.30 ,� FF DOOR 13.23 CL 4" TOP RAIL W000 DECK 9.93 TC TOP RAIL 3.08 a W 9.48 FL 10.11 f0.53 10.11 10.30 MUDLINE a 9.66 L/P lo.lo BLDG COR / BR/CK to-f6ix 1 BR/CK BR16K BRICK ^ zBW 10.28 z BRICK 10.76 10.16 10.63 T 11' PALM TREE BR/CK BLDG FACE 10.55 10.77- -j 10.25 $3L.47 BLDG CDR -SE COR 80X8" COL41048 SEAWALL /NS/DE 10.44 x BR/CK BR/CK 10.81 13.11 10.31 U FOW 10002 FOWTOP RAIL10000 ,pP7 10.24 x10.20 CUT X ON BRICK SEA WALL EDGE CUT X 4.4/CF N 10005.1539 $ N 10000.0000 E 10073.4867 > E 10000.0000 a 0 V �C PREPARED BY: BENCH MARK: PREPARED FOR: N0. BY: REVISION CHECKED BY: DG LAND LICENSED ���5�, G. R�F� ORANGE COUNTY SURVEYOR'S BENCHMARK NB2-7-77 DRAWN BY: JC BI LAND SURVEYOR oP� �90� ( ) J UO E F O S T E SURVEY CREW: JL JC, RG/TM/JC ELEVATION = 8.565 NAVD88, 2015 ADJUSTMENT I� OARR EX 930-2017 40185 4020 , & 4022 CHANNEL PLACE DATE OF SURVEY: NOTED BASIS OF BEARINGS: THIS SURVEY IS ON AN ASSUMED HORIZONTAL DATUM DATE OF PLOT: 4/5/2017 4h OF NEWPORT W PORT B E A C H , C A 9 2 6 6 3 COORDINATE FILE: ********.ASC (714)978-3889 µ�4R�EY 's UTILIZING A COORDINATE ORIGIN OF N 10,000 E 10,000 615 N. POPLAR STREET �r S DANIEL G. GARCIA P.L.S. 9038 '�°TF a��'P SCALE: 1 '9 = 5- FEET ORANGE, CA 92868 EXP. DATE: 9-30-2017 SHEET 1 OF 2 SHEETS 29 PA2017-101 NOTES.• 1. 91LL CARR SURVEYS (Z?CS) SURVEYED 4018 AND - 4022 CHANNEL PLACE ON JANUARY 6, 2017 BCS - - - - SURVEYED 4022 CHANNEL PLACE ON MARCH 27, 2017, 10.13 DWE BRICK y _ _ AND APRIL 4, 2017 11.96 10.07 10.16 TOP RAIL ELEC 112--EMC 1/2" �'�3B6 2. BCS LOCATED UTILITY PAINT MARKS (SHOWN AS 10.61 MUDLINE 10.0110.06 FS CONN 13.04 LIGHT CRACK DASHED LINES HEREON ON MARCH 27, 2017. THE CONC LIGHT TOP WALL ACTUAL L OCA TION OF THESE SUBSURFACE UTIL I TIES HAS NOT BEEN VERIFIED. 10.29 9.99 FS CRACK 3.68 MUDL/NE 11.12 TOP RAIL END W=4" x 10.99 10.74 STEP x .IS 9.40 TOP RAIL <PT W=4 WOOD DECK 10.09 10.02 12.91 FS CONC X 13 01 CRACK TOP WALL 12.93 WR I TOP WALL 9.55 ; 11.36 TDP RAIL BEG W=4" 10.08 9.32 &9B GANGWAY W=3.0' BEG. TOP OF SEAWALL (UNDER CAP) 10.96 FF 1193 TOP WALL 9. 7 10.09 x 12.25 STEP TOP TOP RAIL END W=4" 10.70 9.61 STEP 12.93 13.02 TOP WALL 10.10 TOP WALL FS CONC 12.10 TOP RAIL BEG W=4" 9.15 9.12 WOOD DECK 10.26 WOOD DECK FS x 12.24 xF_3.56 TOP RAIL <PT W=4" MUDLINE J. HOSE 8/9 Q a 10.01 CRACK V lz 3 a 10.25 10.33 12.93 WTR 1/2" <. BLDG COR 9.99 TOP WALL 10.29 CRACK LIGHT 10.04 x 10.01 10.10 3.59 LIGHT ELEC 1 2 MUDLINE WTR 1/2" 10.01 / " c 10.05,x ELEC 1 1" 13.36 HOSE BIB TOP RAIL V fs x 3.18 OP RAIL 10.86 BLDG COR ia4l_1 10.48 BRICK BRICK Fz �o pU a 0 V �C CHECKED BY: DG PREPARED BY: LAND BENCH MARK: PREPARED FOR: NO. BY: REVISION LICENSED ���5G. R�F� ORANGE COUNTY SURVEYOR'S BENCHMARK NB2-7-77 DRAWN BY: JC SI LAND SURVEYOR oP� �90� ( ) J u E u SURVEY CREW: JL JC, RG/TM/JC ELEVATION = 8.565 NAVD88, 2015 ADJUSTMENT I� OARR EX 930-2017 40185 4020 , & 4022 CHANNEL PLACE DATE OF SURVEY: NOTED BASIS OF BEARINGS: THIS SURVEY IS ON AN ASSUMED HORIZONTAL DATUM DATE OF PLOT: 4/5/2017 4h �OCAI$F N E W PORT B E A C H , C A 9 2 6 6 3 COORDINATE FILE: ********.ASC (714)978-3889 MQ'ivcySUR 's UTILIZING A COORDINATE ORIGIN OF N 10,000 E 10,000 615 N. POPLAR STREET �r S DANIEL G. GARCIA P.L.S. 9038 '�°TF a��'P SCALE: 1 " = 2 FEET ORANGE, CA 92868 EXP. DATE: 9-30-2017 SHEET 2 OF 2 SHEETS 20