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Home My WebLink AboutPA2023-0079_20230410_2596 Crestview CDP_Plans_36x24D a t e s: J o b N u m b e r: S c a l e: 2137 GR I L E Y R E S I D E N C E 25 9 6 C R E S T V I E W D R I V E NE W P O R T B E A C H , C A L I F O R N I A 9 2 6 6 3 ASSOCIATES C. J. L I G H T The Drawings, Specifications and other documents prepared by Architect for this Project are for use on the Project only and may not be used (1) on any other projects, (2) for additions to this Project, or (3) for the completion of this Project by others, unless otherwise expressly agreed by Architect in writing. The Drawings, Specifications and other documents prepared by Architect for this Project are the exclusive property of the Architect and may not be used, duplicated, copied, transferred, assigned, sold, or hypothecated without the express written permission of Architect. Architect retains all common law, statutory, and other legal rights, including copyright, in and to the Drawings, Specifications and other documents prepared by Architect. © 2022 C . J. L i g h t A s s o c i a t e s April 3, 2023 1401 Quail Street, Suite 120 Newport Beach, CA 92660 (949) 851-8345 CHRISTIAN R. LIGHT ARCHITECT As Noted ·APN 049-183-27 ·Zoning:R-1 SFD ·Occupancy: R-3 ·Number of Stories 2 ·Fire Sprinklers:Yes ·Type of Construction: V/ Sprinkled 1749.5 sq.ft. 1499.9 sq.ft. 3249.4 sq.ft. 575.6 sq.ft. CIVILSCAPES Engineering 28052 Canmino Capistrano Ste. 213 Laguna Niguel CA. 92677 949 464-8115 info@civilscapes.com C. J. Light Associates 1401 Quail Street, Suite 120 Newport Beach, CA 92660 (949) 851-8345 Architect Christian R. Light, AIA Contact: Michael Evdokiou 949 404-1985 C O D E S : C O N S U L T A N T S : ·The removal of an existing two story residence. ·Construction of a new two story single family residence with an attached two car garage. ·Landscaping. Brian and Rocio Griley 2596 Crestview Dr. Newport Beach, CA This Project Shall Comply with the Following Codes: 2022 CRC; 2022 CBC; 2022 CPC; 2022 CEC; 2022 CMC; 2022 CalGreen; 2022 T-24; All City of Newport Beach Municipal Codes, Regulations, Ordinances and Amendments ·LOWER FLOOR ·UPPER FLOOR ·TOTAL RESIDENCE ·GARAGE PROJECT DESCRIPTION: PROJECT DATA: SITE DATA: COMMUNITY ASSOCIATION: OWNER / CLIENT: ARCHITECT: LANDSCAPE ARCHITECT: CIVIL: Bayshores Community Association Peter Phillips Design Landscape Architecture 949 338-8097 JJS Structural Engineering Inc. 9751 Olympic Blvd. Huntington Beach Ca. 92646 714 496-6772 Jason Skudlarski Structural Engineer STRUCTURAL ENGINEER: Cover Sheet A-1.0 A-2.0 A-3.0 A-4.0 Topo-Demo C-1 C-2 C-3 C-4 C-5 Site Plan-Project Data Area Tabulations Floor Plans Exterior Elevations Roof Plan-Sections Survey of existing indicating demolition Grading Title Sheet Grading Plan Storm Drain Plan Erosian Control Plan Geotechnical Notes SHEET INDEX CREST V I E W D R I V E ARBO R D R I V E fro n t y a r d s e t b a c k 10 ' - 0 " L =74 .6 0 R =138 .13 c u r b 12.77 FS 1 2 . 8 5 T C 1 2 . 8 2 T C 1 2 . 8 9 T C 12 . 8 4 T C 12.68 FS 12.74 FS 12.74 FS 12.89 FS 1 2 . 3 9 F S 1 2 . 8 0 T C 12 . 9 0 T C 12.54 FG 12.46 FG12.88 FG 12.56 FG 12.74 FG 12.69 FG 12.96 FG 13.01 FG 12.82 FG 12.56 FG 12.64 FG 12.53 FG 12.6 7 FG 12.57 FG 12.64 FG 12.70 FG 12.65 FG 12.58 FG12.56 FG12.56 FG12.56 FG 12.55 FG 13.08 FG 12.80 FG 13.06 FG 12.86 FG 12.50 FG 12.61 FG 12.61 FG 12.64 FG 12.72 FG 12.95 FG 12.98 FG 12.96 FG 12.85 FG 13.11 FS 12.71 FG 12.78 FG 13.05 FG 13.41 FS 13.44 FS 13.09 FG 13.23 FG 13.21 FS 13.18 FS 13.20 FS 13.18 FS 13.28 FS 13.00 FG 12.71 FG 12.86 FS 12.90 FS 12.93 FS 13.06 FS 12.82 FG 12.93 FG 13.01 FG 13.16 FG 12.82 FG 13.07 FG 12.94 FG 12.92 FG 13.0 1 FG 1 2 . 9 0 F S 13.00 FS 12.88 FS12.86 FS 12.90 FS 12.85 FS 12.91 FS 12.92 FS 12.93 FS 12.90 FS 12.92 FS =,. 2 5 9 6 C R E S T V I E W 12.99 F.G. 12.54 F.G. 13.09 F.G. 13.00 F.G. 12.91 E.G. 11 ' - 5 " 10'-5" 4'-0"1 0 ' - 0 " 4'-0"sideyar d setback sideyard setback sideyard setback sideyard setback setback line 4'-2"+/- toframing 4'-2"+/- to framing to framing 4'-0" 4'-2"+/- 4'-0" 4'-2"+/ - toframing toframing 4'-2"+/ - RESIDENCE lower floor fin. elev. = 13.76 GARAGE floor fin. elev. = 13.42 21 ' - 4 1 / 2 " v e r i f y c u r b N59°02'32"E 16.82' R = 1 3 8 . 1 3 L = 6 5 . 9 5 P R O P E R T Y L I N E S 6 1 ° 0 1 ' 0 7 " E 2 5 9 2 A R B O R 1 0 0 . 0 0 ' line of veranda roof li n e o f l o g g i a r o o f chimney 34.26+/- ridge elev. chimney 2'-6"min. 41.06 +/- ridge elev. 29 . 5 1 + / - r i d g e e l e v . 38.56+/- ridge elev. 38 . 5 6 + / - r i d g e e l e v . 38 . 0 9 + / - ri d g e e l e v . VERANDA LOGGIA S-4 S-1 S-2 S-3 S-1 S-2 S-3 S-5 S-6 "NOT A PART" Shaded area indicates residence Hatched area indicates garage S-1 S-2 S-3 Hatched area indicates garage Roof: See roof plan sheet A-2.0 for notes and dimensions S-1 S-2 S-3 S-4 S-5 Line of Veranda roof Line of Loggia roof S-6 Fireplace NO R T H RESIDENCE AREA GARAGE AREA SITE PLAN LOCATION MAP: PROJECT DATA SITE PLAN COVER SHEET PROJECT LOCATION NORTH 1/8" = 1'-0" COASTAL DEVELOPMENT PERMIT SITE PLAN NOTES: L OT AREA = 4865.1 SQ.FT. BUILDABLE AREA = 3253.7 SQ.FT. n o r t h CLOSET MASTER BEDROOM BATH 3 BATH 2 CLOSET MASTER BATH open to below 1/4" = 1'-0" UPPER FLOOR = 1506.5 sq.ft. LOWER FLOOR = 1762.0 sq.ft. TOTAL RESIDENCE =3268.2 sq.ft. GARAGE = 575.6 sq.ft. GA L L E R Y BEDROOM 3 BEDROOM 2LAUNDRY 7'-5" GARAGE GREAT ROOM ENTRY n o r t h 13 ' - 6 " 11 ' - 6 " 1'-5"1'-6"3'-6" 3'-9" 4'-4" 4'- 5 3'- 2 " 12 ' - 2 " 12 ' - 0 " 1/4" = 1'-0" DINING NOOK KITCHEN DEN LOGGIA GALLERY 13 ' - 6 " 12'-9" `` MODELNUMBERTRADENAMEPRODUCTS TRADENAMEMODELNUMBERPRODUCT 10 " PRODUCTTRADENAMEMODELNUMBERPRODUCTTRADENAMEMODELNUMBER PRODUCTMODELNUMBERTRADENAME MATERIALPRODUCTTRADENAMEMODELNUMBER PRODUCTSTRADENAMEMODELNUMBER `` 19'-8"12'-7" 16 ' - 4 " 13 ' - 6 " 11 ' - 6 " 1'-5"1'-6"3'-6" 3'-9" 4'- 5 3'- 2 " 12 ' - 2 " 12 ' - 0 " 4'-4" 13 ' - 2 " 21'-10" 3'-11" 22 ' - 2 " 16 ' - 5 " 14 ' - 4 " 16 ' - 4 " 7'-5"12'-9"19'-8"12'-7" 4'-5" AREA TABULATIONS: RESIDENCE GARAGE 12 ' - 0 " June 18, 2020 FLOOR AREA TABULATIONS 2 A-4 NORTH 1 Planning/CCC Submittal I Bldg. Dept. Submittal 1 Sept.15, 2022 Client Review Set June 18, 2020 D a t e s: J o b N u m b e r: S c a l e: 2137 GR I L E Y R E S I D E N C E 25 9 6 C R E S T V I E W D R I V E 25 9 2 A R B O R D R I V E NE W P O R T B E A C H , C A L I F O R N I A 9 2 6 6 3 ASSOCIATES C. J. L I G H T The Drawings, Specifications and other documents prepared by Architect for this Project are for use on the Project only and may not be used (1) on any other projects, (2) for additions to this Project, or (3) for the completion of this Project by others, unless otherwise expressly agreed by Architect in writing. The Drawings, Specifications and other documents prepared by Architect for this Project are the exclusive property of the Architect and may not be used, duplicated, copied, transferred, assigned, sold, or hypothecated without the express written permission of Architect. Architect retains all common law, statutory, and other legal rights, including copyright, in and to the Drawings, Specifications and other documents prepared by Architect. © 2022 C . J. L i g h t A s s o c i a t e s February 1, 2023 1401 Quail Street, Suite 120 Newport Beach, CA 92660 (949) 851-8345 CHRISTIAN R. LIGHT ARCHITECT Architectural brick veneer 8"x3-5/8"x1-1/4" over approved waterproof membrane over plwd shtg. Slate roofing over approved waterproof membrane over plwd shtg. Line of floor below Line of roof above loggia or veranda Fireplace FP-1 E-2 E-4 E-3 E-5 E-6 E-7 Planter Window trim see detail FP-2 Decorative columns - see elevations FP-3 FP-5 FP-3 FP-4 FP-3 FP-2 FP-4 43" Dbl. Sink FP-11 FP-6 60" Range FP-7 FP-8 FP-9 FP-10 36" Freezer 15" Trash Compactor 24" Dishwasher 30" Oven 36" Refrigerator FP-12 January 30, 2023 1/4"=1'-0" Architectural brick veneer 8"x3-5/8"x1-1/4" over approved waterproof membrane over plwd shtg. Line of floor below Line of roof above loggia or veranda Fireplace FP-1 FP-2 Decorative columns - see elevations FP-3 FP-5 FP-4 Architectural brick veneer 8"x3-5/8"x1-1/4" over approved waterproof membrane over plwd shtg. Line of floor below Line of roof above loggia or veranda Fireplace FP-1 FP-2 Decorative columns - see elevations FP-3 FP-5 FP-4 1590 SCH #13 Laguna Beach Ca. 92651 Ma r i a & A l d o D e g a n i s 28 0 7 2 G u n n i s o n C t . L a g u n a N i g u e l C a l i f o r n i a 9 2 6 7 7 date r e v i s i o n s C a r l I v e r s o na r c h i t e c t 949.616-5799 carl@studio320.net north N o t i c e : gital data), designs and herein are the property and/or Studio 320 and or used without the Carl Iverson architect. date date date D a t e s: J o b N u m b e r: S c a l e: GR I L E Y R E S I D E N C E 25 9 6 C R E S T V I E W NE W P O R T B E A C H C A L I F O R N I A ASSOCIATES C. J. L I G H T The Drawings, Specifications and other documents prepared by Architect for this Project are for use on the Project only and may not be used (1) on any other projects, (2) for additions to this Project, or (3) for the completion of this Project by others, unless otherwise expressly agreed by Architect in writing. The Drawings, Specifications and other documents prepared by Architect for this Project are the exclusive property of the Architect and may not be used, duplicated, copied, transferred, assigned, sold, or hypothecated without the express written permission of Architect. Architect retains all common law, statutory, and other legal rights, including copyright, in and to the Drawings, Specifications and other documents prepared by Architect. © 2022 C . J. L i g h t A s s o c i a t e s 1 April 3, 2023 Planning/CCC Submittal I 1401 Quail Street, Suite 120 Newport Beach, CA 92660 (949) 851-8345 CHRISTIAN R. LIGHT ARCHITECT Client Review Set June 18, 2020 FLOOR AREA TABULATIONS 2137 1/4"=1'-0" 2 A-4 NORTH 1 Planning/CCC Submittal I Bldg. Dept. Submittal 1 Sept.15, 2022 Client Review Set June 18, 2020 D a t e s: J o b N u m b e r: S c a l e: 2137 GR I L E Y R E S I D E N C E 25 9 6 C R E S T V I E W D R I V E 25 9 2 A R B O R D R I V E NE W P O R T B E A C H , C A L I F O R N I A 9 2 6 6 3 ASSOCIATES C. J. L I G H T The Drawings, Specifications and other documents prepared by Architect for this Project are for use on the Project only and may not be used (1) on any other projects, (2) for additions to this Project, or (3) for the completion of this Project by others, unless otherwise expressly agreed by Architect in writing. The Drawings, Specifications and other documents prepared by Architect for this Project are the exclusive property of the Architect and may not be used, duplicated, copied, transferred, assigned, sold, or hypothecated without the express written permission of Architect. Architect retains all common law, statutory, and other legal rights, including copyright, in and to the Drawings, Specifications and other documents prepared by Architect. © 2022 C . J. L i g h t A s s o c i a t e s February 1, 2023 1401 Quail Street, Suite 120 Newport Beach, CA 92660 (949) 851-8345 CHRISTIAN R. LIGHT ARCHITECT Architectural brick veneer 8"x3-5/8"x1-1/4" over approved waterproof membrane over plwd shtg. Slate roofing over approved waterproof membrane over plwd shtg. Line of floor below Line of roof above loggia or veranda Fireplace FP-1 E-2 E-4 E-3 E-5 E-6 E-7 Planter Window trim see detail FP-2 Decorative columns - see elevations FP-3 FP-5 FP-3 FP-4 FP-3 FP-2 FP-4 43" Dbl. Sink FP-11 FP-6 60" Range FP-7 FP-8 FP-9 FP-10 36" Freezer 15" Trash Compactor 24" Dishwasher 30" Oven 36" Refrigerator FP-12 January 30, 2023 1/4"=1'-0" approved waterproof membrane over plwd shtg. Line of floor below Line of roof above loggia or veranda Fireplace FP-2 Decorative columns - see elevations FP-3 FP-5 FP-4 approved waterproof membrane over plwd shtg. Line of floor below Line of roof above loggia or veranda Fireplace FP-2 Decorative columns - see elevations FP-3 FP-5 FP-4 LOWER FLOOR PLAN UPPER FLOOR PLAN FLOOR AREAS LOT AREAS COASTAL DEVELOPMENT PERMIT A-1.0 of A-4.0 lower level plans upper level plan 10 ' - 4 1 / 4 " 12'-6" 15'-10" 19'-2" DINING NOOK KITCHEN GARAGE GREAT ROOM ENTRY P R O P E R T Y L I N E 12'-8" 1 0 ' - 0 " 52'-5" 14 ' - 9 " setback mech. line of wall above fireplace 8'-0" 4' - 0 " n o r t h s e t b a c k line of garage below setback CLOSETMASTER BEDROOM GREAT ROOM BATH 3shr. BATH 2 MODELNUMBERTRADENAMEPRODUCTS CLOSET MASTER BATH r a i l op e n t o b e l o w TRADENAMEMODELNUMBERPRODUCT open to below shr. shr. dn cl o s e t open to below r a i l FLOOR PLANS N1 ° 4 8 ' 2 4 " W N59°02'32"E 10 0 . 0 0 ' 6'-0" 3'- 0 " 12 ' - 0 " 13 ' - 4 " 13 ' - 6 " 11 ' - 6 " 4' - 0 " 4'- 7 " 2'-0" 6' - 0 " 5' - 2 " 1'-5"1'-6"3'-6" 3'-10 1/2" 4'-4 3/4" 4'-3 1/2" 3'- 6 " 13'-7 1/2" 10 " 10 " 4' - 5 3'- 2 " 12 ' - 2 " 11 ' - 1 1 3 / 4 " se t b a c k 3'-6"2'-2"7'-9" ENTRY VERANDA GA L L E R Y se t b a c k C A-4.0 SYSB planter 12'-8"7'-5"19'-8" 21'-10" 18'-3" SYSB1'- 0 " 4'-0" 6'-0" 10 " Architectural brick veneer 8"x3-5/8"x1-1/4" over approved waterproof membrane over plwd shtg. Line of floor below Line of roof above loggia or veranda Fireplace FP-1 FP-2 Decorative columns - see elevations FP-3 FP-4 FP-5 FP-4 FP-3 FP-2 FP-1 FP-3 FP-2 FP-1 FP-1 FP-3 FP-1 FP-1 1/4" = 1'-0" FP-4 UPPER FLOOR = 1506.5 sq.ft. LOWER FLOOR = 1762.0 sq.ft. TOTAL RESIDENCE =3268.2 sq.ft. GARAGE = 587.5 sq.ft. GA L L E R Y 1 0 4 . 7 9 ' 4'-2" 20.32' L =7 4 .6 0 R =1 3 8 .1 3 li n e o f f l a t r o o f fro n t y a r d s e t b a c k SYSB SYSB DINING NOOK KITCHEN GARAGE DENENTRY FP-5 LOGGIA mech. line of wall above upline of balcony above fi r e p l a c e B A-4.0 A A-4.0 GALLERY FP-3 FP-1 FP-3 FP-2 FP-2 ℄ room FP-1 FP-5 FP-6 FP-10 FP-9 FP-11 FP-7 FP-8 op e n t o a b o v e se t b a c k BEDROOM 3 2 5 9 6 C R E S T V I E W D R I V E 4'-2" 10 " 1 0 ' - 0 " 52'-4 3/4" 1 0 ' - 0 " A A-4.0 C A-4.0 BATHROOM SINK K-21060 BEDROOM 2LAUNDRY 11'-0" 18'-10" 18'-10" 8 3/4" 3'- 2 " 10 ' - 2 " 16 ' - 4 " 4'-2" 14 ' - 4 " 1 0 ' - 2 " 3'- 0 1 / 2 " 16 ' - 4 " 12 ' - 2 " 2'-11 1/2" to f i n i s h s u r f a c e 3'-9" 4'- 5 " 4'-0" 1'-6" 12'-8" F Y S B 1'-5 1/4" 1'- 7 " 12'-8" 3'-6" 13 ' - 6 " 7'-5 1/4"19'-7 1/2" 3'-10 1/2" 4'-2" 26'-1 1/4" 11'-10 1/4"14'-3" 13 ' - 6 " 4'-2" 22 ' - 1 1 / 2 " 16 ' - 5 " 2'-6" min. 11'-0"3'-6" 14 ' - 4 " 3'-9" 4'-4 3/4" 11 ' - 1 1 3 / 4 " 11 ' - 6 " 26'-1 1/4" B A-4.0 BATHROOM SINK K-21060 `` PRODUCTMODELNUMBERTRADENAME MATERIALPRODUCTTRADENAMEMODELNUMBER PRODUCTSTRADENAMEMODELNUMBER `` W-8 W-9 W-10 W-11 W-12 W-13 W-14 W-15 W-16 W-17 W-18 W-19 W-20 W-21 W-22 W-23 W-24 W-25 W-26 D-2 W-1W-2 W-4 W-5W-5 W-6W-7 W-3 W-4 W-3 W-3W-4 W-17 D-3 D-4 D-1 D-6 D-7 D-5 D-11 D-9 D-11 D-11 D-10 D-12 D-11 D-11 D-11 D-11 D-12 D-11 D-11 D a t e s: J o b N u m b e r: S c a l e: 2137 GR I L E Y R E S I D E N C E 25 9 2 A R B O R - 2 5 9 6 C R E S T V I E W D R I V E NE W P O R T B E A C H , C A L I F O R N I A 9 2 6 6 3 ASSOCIATES C. J. L I G H T The Drawings, Specifications and other documents prepared by Architect for this Project are for use on the Project only and may not be used (1) on any other projects, (2) for additions to this Project, or (3) for the completion of this Project by others, unless otherwise expressly agreed by Architect in writing. The Drawings, Specifications and other documents prepared by Architect for this Project are the exclusive property of the Architect and may not be used, duplicated, copied, transferred, assigned, sold, or hypothecated without the express written permission of Architect. Architect retains all common law, statutory, and other legal rights, including copyright, in and to the Drawings, Specifications and other documents prepared by Architect. © 2022 C . J. L i g h t A s s o c i a t e s April 3, 2023 1401 Quail Street, Suite 120 Newport Beach, CA 92660 (949) 851-8345 CHRISTIAN R. LIGHT ARCHITECT lower level plans upper level plan N59°02'32"E 1/4"=1'-0" 20.32' 10'- 0 " LOWER FLOOR PLANLOWER FLOOR PLAN A-2.0 of A-4 FLOOR PLANS COASTAL DEVELOPMENT PERMIT 13.76 Fin.Fl. @ Residence 24.21 Fin. Floor 13.43 Fin.Fl. @ Garage 12 7 27 ' - 1 1 " + / - 38.16 +/- chimney cap 43.06 +/- chimney cap 34.26 = ridge +/- 38.56 = ridge +/- 29.51 = ridge +/- 41.06 = ridge +/- 13.76 Fin. Fl. 24.21 Fin. Fl. 43.06 +/- chimney cap 34.26 = ridge +/- 13.30 F.Fl. 12 7 38.56 = ridge +/- 35.96 = ridge +/- 38.09 = ridge +/-38.16 +/- chimney cap 9' - 0 " 40.6 = ridge +/- 13.76 Fin. Floor 24.21 Fin. Floor 12 7 12 7 29.51 = ridge +/- 38.56 = ridge +/- 13.76 Fin.Floor 29.51 = ridge +/- 13.3 Fin.Fl. @ Residence 12.8 Fin.Fl. @ Garage 41.06 = ridge +/- 12 7 24.21 Fin. Fl. 2 A-4 a r e s i d e n t i a l r e s t o r a t i o n a n d r e m o d e l f o r : Mr . B o S t e p h e n s 1 4 4 3 C a t a l i n a S t . L a g u n a B e a c h , C a l i f o r n i a date date date date date date date date date date date C a r l I v e r s o na r c h i t e c t 5 8 0 R a m o n a A v e .L a g u n a B e a c hC a l i f o r n i a 9 2 6 51949.616-5799 carl@studio320.net C:\Users\Admin\Desktop\Studio320\Studio320\Studio320 Logo Clear.jpg C o p y r i g h t N o t i c e :The drawings (including digital data), designs and concept of use contained herein are the propertyof Carl Iverson Architect and/or Studio 320 andmay not be reproduced or used without the express written consent of Carl Iverson architect. C:\Users\Admin\Desktop\Carl Sig\Stamp 7-23-13.jpg 4S-4 5S-4 2S-5 ACRYLICBATHGREEKK-1490-X text callouts 1'-10 1/2" u p p e r f l o o r f r a m i n g p l a n 1/4" = 1'-0" project north lower level plans new Prop.Li n e (realigned) setback D a t e s: J o b N u m b e r: S c a l e:1/4" = 1'-0" D a t e s: J o b N u m b e r: S c a l e: D a t e s:April 3, 2023 GR I L E Y R E S I D E N C E 25 9 6 C R E S T V I E W D R I V E NE W P O R T B E A C H C A . 9 2 6 6 3 D a t e s: S c a l e: ASSOCIATES C. J. L I G H T The Drawings, Specifications and other documents prepared by Architect for this Project are for use on the Project only and may not be used (1) on any other projects, (2) for additions to this Project, or (3) for the completion of this Project by others, unless otherwise expressly agreed by Architect in writing. The Drawings, Specifications and other documents prepared by Architect for this Project are the exclusive property of the Architect and may not be used, duplicated, copied, transferred, assigned, sold, or hypothecated without the express written permission of Architect. Architect retains all common law, statutory, and other legal rights, including copyright, in and to the Drawings, Specifications and other documents prepared by Architect. © 2022 C . J. L i g h t A s s o c i a t e s 1401 Quail Street, Suite 120 Newport Beach, CA 92660 (949) 851-8345 CHRISTIAN R. LIGHT ARCHITECT 2137 Brick veneer over approved waterproof membrane over plwd shtg. Slate roofing over approved waterproof membrane over plwd shtg. Roll-up garage door (24 panel) Bi-fold doors (Nana wall or =) dual glazed temp. glass E-1 E-2 E-3 E-5 Mech. equip. well see roof plan Hardie Board siding over approved waterproof membrane over plwd shtg. Entry door: 4'-0"x9'-0" steel frame with dual glazed temp. glass E-4 E-6 E-7 FireplaceE-8 NORTH STREET ELEVATION WEST SIDE ELEVATION SOUTH REAR ELEVATION EAST SIDE ELEVATION1/4" = 1'-0" 1/4" = 1'-0" 1/4" = 1'-0"1/4" = 1'-0" ELEVATIONS A-3.0 of A-4.0 ELEVATION NOTES: E-6E-1 E-1 E-1 E-1 E-2 E-2 E-2E-2 E-3E-3 E-3 E-3 E-4 E-5 E-2 E-3 COASTAL DEVELOPMENT PERMIT E-1 E-7 E-8 D a t e s: J o b N u m b e r: S c a l e: 2137 GR I L E Y R E S I D E N C E 25 9 6 C R E S T V I E W D R I V E NE W P O R T B E A C H , C A L I F O R N I A 9 2 6 6 3 ASSOCIATES C. J. L I G H T The Drawings, Specifications and other documents prepared by Architect for this Project are for use on the Project only and may not be used (1) on any other projects, (2) for additions to this Project, or (3) for the completion of this Project by others, unless otherwise expressly agreed by Architect in writing. The Drawings, Specifications and other documents prepared by Architect for this Project are the exclusive property of the Architect and may not be used, duplicated, copied, transferred, assigned, sold, or hypothecated without the express written permission of Architect. Architect retains all common law, statutory, and other legal rights, including copyright, in and to the Drawings, Specifications and other documents prepared by Architect. © 2022 C . J. L i g h t A s s o c i a t e s April 3, 2023 1401 Quail Street, Suite 120 Newport Beach, CA 92660 (949) 851-8345 CHRISTIAN R. LIGHT ARCHITECT As Noted 4.2 :12 40.6 ridge +/- 38 . 1 = r i d g e + / - A A-4.0 38.1 = ridge +/- 29 . 4 = r i d g e + / - 7: 1 2 7: 1 2 4.2 :12 7: 1 2 7: 1 2 7:12 7:12 7:12 7:12 7: 1 2 7: 1 2 7: 1 2 7:12 7:12 33.7 = ridge +/- B A-4.0 9. 5 " 6" 9 1 / 2 " 9.5"9.5" 9. 5 " 9. 5 " 6" 6" 9. 5 " 9.5" 9.5" 9. 5 " 6" flat roof flat roof C A-4.0 4 A-4.0 4 A-4.0 5 A-4.0 7: 1 2 7: 1 2 7: 1 2 7: 1 2 7: 1 2 7: 1 2 6" 9.5" chimney 9. 5 " 6" 6" 6" 9.5" 6" 4 A-4.0 2 A-4.0 2 A-4.0 4 A-4.0 2 A-4.0 2 A-4.0 4 A-4.0 4 A-4.0 4 A-4.0 4 A-4.0 2 A-4.0 2 A-4.0 4 A-4.0 5 A-4.0 4 A-4.0 5 A-4.0 6" RP-1 RP-1 RP-1 RP-1 RP-5 RP-1 RP-2 RP-2 RP-2 RP-3 RP-4 RP-3 RP-4RP-4 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 2 A-4.0 2 A-4.0 2 A-4.0 2 A-4.0 RP-11 KITCHENLOGGIA GALLERY BEDROOM 2LNDRY 13.30 Fin. Floor 38.1 +/- ridge elev. 23.55 Fin. Floor 38.1 +/- ridge elev. 13.30 Fin. Floor KITCHEN GALLERY BEDROOM 2 LNDRY LOGGIA 40.6 = ridge +/- 12 4.2 23.55 Fin. Floor B A-4.0 MECH. EQUIP. 13.3 Fin.Fl. 38.1 = ridge +/- 33.7 = ridge +/- 37.7 +/- chimney cap 13.3 Fin.Fl. 9'- 0 " MASTER BEDROOM MASTER BATH GARAGE GREAT ROOM ceiling ? 12 7 40.6 = ridge +/- 29.4 = ridge +/- 12.8 Fin.Fl. @ Garage 42.6 +/- chimney cap 23.55 Fin.Fl. 9' - 0 " DINING FIREPLACE C A-4.0 9 1/2" 6" 11 " 1 1 / 2 " 3/4" to receive shiplap siding 1 1 / 2 " 1'- 5 1 / 2 " 3/ 4 " 3/ 4 " D-5 D-6 D-5 D-6D-6 D-5 D-4 D-3 D-5 D-6 D-1 D-4 D-1 D-3 D-2 D-1 D-3 D-2 D-4 D-1 D-3 D-4 11 1/4" 3 1/4" 1'' 5 1 / 2 " D-6 D-5 D-4 D-1 D-8 D-9 Slate roofing over approved waterproof membrane over plwd shtg. Columns below roof. Line of flat roof over veranda or loggia. RP-1 RP-2 RP-3 RP-4 Chimney Mech. Equipment well 84"x48"RP-5 D-1 Roof shtg. 2x framing Plwd. wall shtg. 24 ga. copper or stainless edge trim D-2 D-3 D-4 D-5 D-6 Eave or rake moulding Brick veneer over approved W.P. membrane See structuralD-7 MouldingD-8 Soffit material See reflected clg. plan D-9 ROOF PLAN SECTION 1/4" = 1'-0" SECTION 1/4" = 1'-0" SECTION 1/4" = 1'-0" DETAIL NOTES: 1 A-4.0 2 A-4.0 3 A-4.0 4 A-4.0 1/4" = 1'-0"ROOF PLAN SECTIONS A-4.0 of A-4.0 ROOF PLAN NOTES: 5 A-4.0 DETAILS 3/4" = 1'-0" COASTAL DEVELOPMENT PERMIT PR E C I S E G R A D I N G P L A N FO R G R I L E Y R E S I D E N C E 25 9 6 C R E S T V I E W D R I V E NE W P O R T B E A C H , C A 9 2 6 6 3 JOB NO. DATE SHEET NO. REVISIONS 23002 NO. REVISION DATE SHEET NO. OF 5 2/21/2023 28 0 5 2 C A M I N O C A P I S T R A N O , S T E 2 1 3 LA G U N A N I G U E L , C A 9 2 6 7 7 94 9 . 4 6 4 . 8 1 1 5 i n f o @ c i v i l s c a p e s . c o m G: \ P r o j e c t s \ 2 3 0 0 2 2 5 9 6 C r e s t v i e w D r , N B \ D W G \ 2 3 0 0 2 . G R A D I N G - C R E S T V I E W . d w g 1 C1 TI T L E S H E E T 1.ALL WORK SHALL CONFORM TO CHAPTER 15 OF THE NEWPORT BEACH MUNICIPAL CODE (NBMC), THE PROJECT SOILS REPORT AND SPECIAL REQUIREMENTS OF THE PERMIT. 2. DUST SHALL BE CONTROLLED BY WATERING AND/OF JUST PALLIATIVE. 3. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING CONSTRUCTION PERIOD. 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. 5. NOISE, EXCAVATION, DELIVERY AND REMOVAL SHALL BE CONTROLLED PER SECTION 10-28 OF THE NBMC. 6. THE STAMPED SET OF THE APPROVED PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. 7. PERMITTEE AND CONTRACTOR ARE RESPONSIBLE FOR LOCATING AND PROTECTING UTILITIES. 8. APPROVED SHORING, DRAINAGE PROVISION AND PROTECTIVE MEASURES MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING OPERATION. 9. CESSPOOLS AND SEPTIC TANKS SHALL BE ABANDONED IN COMPLIANCE WITH THE UNIFORM PLUMBING CODE AND APPROVED BY THE BUILDING OFFICIAL. 10. HAUL ROUTES FOR IMPORT OR EXPORT OF MATERIALS SHALL BE APPROVED BY THE CITY TRAFFIC ENGINEER AND PROCEDURES SHALL CONFORM WITH CHAPTER 15 OF THE NBMC. 11. POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL BUILDINGS AND SLOPE AREAS. 12. FAILURE TO REQUEST INSPECTIONS AND/OR HAVE REMOVABLE EROSION CONTROL DEVICES ON-SITE AT THE APPROPRIATE TIMES SHALL RESULT IN A "STOP WORK" ORDER. 13. ALL PLASTIC DRAINAGE PIPES SHALL CONSIST OF PVC (SDR 35) WITH GLUED JOINTS. 14. NO PAINT, PLASTER, CEMENT, SOIL, MORTAR OR OTHER RESIDUE, SHALL BE ALLOWED TO ENTER STREETS CURBS, GUTTERS OR STORM DRAINS. ALL MATERIALS AND WASTES SHALL BE REMOVED FROM THE SITE. GENERAL NOTES CITY OF NEWPORT BEACH, CALIFORNIA COUNTY OF ORANGE C1 TITLE SHEET C2 GRADING PLAN C3 STORM DRAIN PLAN C4 EROSION CONTROL PLAN C5 GEOTECHNICAL NOTES SHEET INDEX 2596 CRESTVIEW DRIVE NEWPORT BEACH, CA 92663 APN: 049-183-27 PRECISE GRADING PLAN WILL ROLPH CIVILSCAPES ENGINEERING, INC. 28052 CAMINO CAPISTRANO, STE 213 LAGUNA NIGUEL, CA 949.464.8115 WILL@CIVILSCAPES.COM SURVEYOR 1. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT IS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 2. NO UTILITY SEARCH WAS CONDUCTED. A UTILITY SEARCH BY THE CONTRACTOR SHALL BE CONDUCTED AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES FOUND ON THE SITE AND TO NOTIFY THE OWNERS OF THE UTILITIES IMMEDIATELY UPON THEIR DISCOVERY. 3. EARTHWORK AND OTHER CONSTRUCTION ITEM QUANTITIES SHOWN ON THESE PLANS ARE ESTIMATES FOR PERMITTING PURPOSES ONLY AND SHALL NOT USED FOR CONSTRUCTION COST ESTIMATES OR FOR BIDDING PURPOSES. THE CONTRACTOR SHALL DEVELOP OWN QUANTITIES FOR BIDDING PURPOSES. 4. A SOILS INVESTIGATION MUST BE MADE BY A QUALIFIED SOILS ENGINEER AND/OR GEOLOGIST. SOIL AND EARTH ACCEPTABILITY ARE NOT UNDER PURVIEW OR THE RESPONSIBILITY OF THE DESIGN ENGINEER FOR THIS PLAN. CIVILSCAPES ENGINEERING DOES NOT TEST OR OBSERVE SOIL CONDITIONS PRIOR TO, DURING OR AFTER CONSTRUCTION AND HAS NO RESPONSIBILITY FOR SOILS (EARTH) STRUCTURES. 5. ALL RETAINING WALL DESIGNS ARE TO BE BUILT PER STRUCTURAL ENGINEER'S PLAN AND PER SEPARATE PLAN AND PERMIT. 6. REFER TO SOILS REPORT FOR GRADING RECOMMENDATIONS. 7. CONTRACTOR SHALL VERIFY EXISTING ELEVATION, PROTECT ALL EXISTING UTILITIES, AND DOWNSTREAM DRAIN. 8. TOPOGRAPHIC SURVEY SHOWN HEREON FOR REFERENCE PURPOSES ONLY. 9. TOPOGRAPHIC SURVEY PREPARED BY: APEX LAND SURVEYING, INC., 8512 OXLEY CIRCLE, HUNTINGTON BEACH, CA. PHONE: 714-488-5006. 10. VERIFY EXISTING TOPOGRAPHIC ELEVATIONS AND NOTIFY CIVILSCAPES ENGINEERING OF ANY CONFLICTS PRIOR TO CONSTRUCTION. 11. NO UTILITY SEARCH WAS CONDUCTED. CONTRACTOR SHALL PROTECT UTILITIES OR STRUCTURES FOUND ON THE SITE AND NOTIFY CIVILSCAPES ENGINEERING OF ANY CONFLICTS. 12. EXTERIOR FOUNDATIONS WALLS SHALL COMPLY WITH THE DETAILS AS SHOWN BELOW: 13. PAD ELEVATION IS ASSUMED TO BE BASED ON ARCHITECTURAL FLOOR PLAN WITH AT LEAST 5" THICK CONCRETE AND 4" THICK BASE WITH VAPOR BARRIER PER SOILS REPORT. CONTRACTOR TO VERIFY WITH LATEST APPROVED SOILS REPORT AND STRUCTURAL ENGINEER FOR EXACT SLAB RECOMMENDATIONS. 14. A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIRED BEFORE THE BUILDING DEPARTMENT PERMIT FINAL CAN BE ISSUED. AT THE TIME OF PUBLIC WORKS DEPARTMENT INSPECTION, IF AN OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED, NEW CONCRETE SIDEWALK, CURB AND GUTTER, AND ALLEY/STREET PAVEMENT WILL BE REQUIRED AND 100% PAID BY THE OWNER. SAID DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. 15. AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHIN THE PUBLIC RIGHT OF WAY. AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STANDARD IMPROVEMENTS WITHIN THE PUBLIC RIGHT-OF-WAY. 16. ALL WORK RELATED TO WATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-34 LICENSED PIPELINE CONTRACTOR OR AN A LICENSED GENERAL ENGINEERING CONTRACTOR. 17. ALL WORK RELATED TO WASTEWATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-42 LICENSED SANITATION SEWER CONTRACTOR OR AN A LICENSED GENERAL ENGINEERING CONTRACTOR. 18. EXISTING STREET TREE(S) SHALL BE PROTECTED IN PLACE. 19. REMOVE EXISTING NON-GRASS PARKWAY ELEMENTS BETWEEN SIDEWALK AND CURB. REPLACE WITH SOD TO MATCH EXISTING AS REQUIRED. 20. REFER TO SOILS REPORT FOR GRADING RECOMMENDATIONS AND OVER-EXCAVATION REMOVALS AND COMPACTION REQUIREMENTS. 21. PIPE MATERIAL MAY BE SUBSTITUTED IF APPROVED BY ENGINEER. 22. INCLUDE ALL REQUIRED JOINTS AND FITTINGS. PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. 23. UTILITIES SHALL BE CONSTRUCTED AND INSTALLED PER CALIFORNIA PLUMBING CODE AND CITY PLUMBING CODE. SERVICE LINES AND METER SIZES SHALL BE CONFIRMED BY PLUMBING ENGINEER OR CONTRACTOR PRIOR TO CONSTRUCTION. 24. CONSTRUCT TRENCH, BEDDING, AND BACKFILL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS, ASTM D 2321, AND SOILS REPORT. 25. ALL FIXTURES, EQUIPMENT, PIPING AND MATERIALS SHALL BE LISTED. 26. CONTRACTOR SHALL VERIFY ELEVATION PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. 27. ALL PRIVATE IRRIGATION SPRINKLER HEADS SHALL BE INSTALLED AND POSITIONED IN A MANNER THAT WILL NOT CAUSE IRRIGATION OVERSPRAY ONTO THE PUBLIC RIGHT-OF-WAY. NOTES TO OWNER, CONTRACTOR, & ARCHITECT BRIAN AND ROCIO GRILEY 2596 CRESTVIEW DRIVE NEWPORT BEACH, CA 92663 OWNER EARTHWORK QUANTITIES 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. 3. ALL FILLS SHALL BE COMPACTED THROUGHOUT TO THE MINIMUM OF 90 PERCENT RELATIVE COMPACTION AS DETERMINED BY ASTM TEST METHOD 1557, AND APPROVED BY THE SOILS ENGINEER. COMPACTION TEST SHALL BE PERFORMED APPROXIMATELY EVERY TWO FEET IN VERTICAL HEIGHT AND OF SUFFICIENT QUANTITY TO ATTEST TO THE OVERALL COMPACTION EFFORT APPLIED TO THE FILL AREAS. 4. AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL VEGETATION AND DEBRIS, SCARIFIED AND APPROVED BY THE SOILS ENGINEER PRIOR TO PLACING OF THE FILL. 5. FILLS SHALL BE KEYED OR BENCHED INTO COMPETENT MATERIAL. 6. ALL EXISTING FILLS SHALL BE APPROVED BY THE SOILS ENGINEER OR REMOVED BEFORE ANY ADDITIONAL FILLS ARE ADDED. 7. ANY EXISTING IRRIGATION LINES AND CISTERNS SHALL BE REMOVED OR CRUSHED IN PLACE AND BACKFILLED AND APPROVED BY THE SOILS ENGINEER. 8. THE EXACT LOCATION OF THE SUBDRAINS SHALL BE SURVEYED IN THE FIELD FOR LINE AND GRADE. 9. ALL TRENCH BACKFILLS SHALL BE COMPACTED THROUGHOUT THE MINIMUM OF 90 PERCENT RELATIVE COMPACTION, AND APPROVED BY THE SOILS ENGINEER. THE BUILDING DEPARTMENT MAY REQUIRE CORING OF CONCRETE FLATWORK PLACED OVER UNTESTED BACKFILLS TO FACILITATE TESTING. 10. THE STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE BUILDING DEPARTMENT. 11. ALL CUT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY AN ENGINEERING GEOLOGIST TO DETERMINE IF ANY STABILITY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, THE ENGINEERING GEOLOGISTS SHALL RECOMMEND AND SUBMIT NECESSARY TREATMENT TO THE BUILDING DEPARTMENT FOR APPROVAL. 12. WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPE IS DETERMINED TO BE NECESSARY BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, THE SOILS ENGINEER WILL OBTAIN APPROVAL OF DESIGN, LOCATIONS AND CALCULATIONS FROM THE BUILDING DEPARTMENT PRIOR TO CONSTRUCTION. 13. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL INSPECT AND TEST THE CONSTRUCTION OF ALL BUTTRESS FILLS AND ATTEST TO THE STABILITY OF THE SLOPE AND ADJACENT STRUCTURES UPON COMPLETION. 14. THE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS DURING GRADING. 15. NOTIFICATION OF NONCOMPLIANCE: IF IN THE COURSE OF FULFILLING THEIR RESPONSIBILITY, THE CIVIL ENGINEER, THE SOILS ENGINEER, THE ENGINEERING GEOLOGIST OR THE TESTING AGENCY FINDS THAT THE WORK IS NOT BEING DONE IN CONFORMANCE WITH THE APPROVED GRADING PLANS, THE DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE PERSON IN CHARGE OF THE GRADING WORK AND TO THE BUILDING INSPECTOR. RECOMMENDATIONS FOR CORRECTIVE MEASURES, IF NECESSARY, SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR APPROVAL. GRADING NOTES 1. ALL LOOSE SOIL AND DEBRIS SHALL BE REMOVED FROM PAVED SURFACES. AREAS UPON STARTING OPERATIONS, AND PERIODICALLY THEREAFTER. 2. SEDIMENT CONTROL MEASURES (I.E. GRAVEL BAGS OR EQUIVALENT) SHALL BE IMPLEMENTED AT THE PERIMETER OF ALL DISTURBED SOIL AREAS TO CONTROL RUN-ON AND RUN-OFF. 3. GRAVEL BAGS AND NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES, WHEN RAIN IS IMMINENT. A STAND-BY CREW SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. 4. MATERIALS AND WASTE WITH THE POTENTIAL TO POLLUTE URBAN RUN-OFF SHALL BE USED IN ACCORDANCE WITH LABEL DIRECTIONS AND SHALL BE STORED IN A MANNER THAT EITHER PREVENTS CONTACT WITH RAINFALL OR CONTAINS CONTAMINATED RUN-OFF FOR TREATMENT AND DISPOSAL. EROSION CONTROL NOTES SITE ADDRESS: 2596 CRESTVIEW DR., NEWPORT BEACH APN: 049-183-27 GENERAL PLAN LAND USE: RS-D SINGLE UNIT RESIDENTIAL DETACHED ZONING DISTRICT: R-1 SINGLE-UNIT RESIDENTIAL COSTAL ZONE: YES SITE DATA:ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS. YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT. CC&R'S 1. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT. 2. A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIRED BEFORE THE BUILDING DEPARTMENT PERMIT FINAL CAN BE ISSUED. AT THE TIME OF PUBLIC WORKS DEPARTMENT INSPECTION, IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED, NEW CONCRETE SIDEWALK, CURB AND GUTTER, AND ALLEY/STREET PAVEMENT WILL BE REQUIRED. ADDITIONALLY, IF EXISTING UTILITIES INFRASTRUCTURE ARE DEEMED SUBSTANDARD, A NEW 1-INCH WATER SERVICE, WATER METER BOX, SEWER LATERAL AND/OR CLEANOUT WITH BOX AND LID WILL BE REQUIRED. 100% OF THE COST SHALL BE BORNE BY THE PROPERTY OWNER (MUNICIPAL CODES 14.24.020 AND 14.08.030). SAID DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. CONTRACTOR IS RESPONSIBLE TO MAINTAIN THE PUBLIC RIGHT OF WAY AT ALL TIMES DURING THE CONSTRUCTION PROJECT. A STOP WORK NOTICE MAY BE ISSUED FOR ANY DAMAGE OR UNMAINTAINED PORTION OF THE PUBLIC RIGHT OF WAY. 3. AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STANDARD IMPROVEMENTS WITHIN THE PUBLIC RIGHT OF WAY. ALL NON-STANDARD IMPROVEMENTS SHALL COMPLY WITH CITY COUNCIL POLICY L-6. 4. CONTRACTOR REMOVE ALL EXISTING DECORATIVE MATERIAL WITHIN THE PUBLIC RIGHT-OF-WAY. 5. ALL LANDSCAPING WITHIN THE PUBLIC RIGHT-OF-WAY SHALL HAVE A MAXIMUM GROWTH CHARACTERISTIC OF 36-INCHES. 6. ALL PRIVATE IRRIGATION SPRINKLER HEADS SHALL BE INSTALLED AND POSITIONED IN A MONNER THAT WILL NOT CAUSE IRRIGATION OVERSPRAY ONTO THE PUBLIC RIGHT-OF-WAY. PUBLIC WORKS NOTES ARCHITECT C.J. LIGHT ASSOCIATES 1401 QUAIL STREET, SUITE 120 NEWPORT BEACH, CA 92660 949.851.8345 RAW CUT 7 CUBIC YARDS RAW FILL 12 CUBIC YARDS OVER EXCAVATION 358 CUBIC YARDS SHRINKAGE 5%±18 CUBIC YARDS NET 23 CUBIC YARDS (IMPORT) THIS GRADING PLAN HAS BEEN REVIEWED BY THE UNDERSIGNED AND FOUND TO BE IN CONFORMANCE WITH THE RECOMMENDATIONS AS OUTLINED IN THE FOLLOWING SOILS REPORT FOR THIS PROJECT ENTITLED: GEOTECHNICAL ENGINEERING INVESTIGATION PROJECT No.: 629221-01 DATED: DECEMBER 17, 2021 FIRM NAME: COAST GEOTECHNICAL, INC. GEOTECHNICAL CERTIFICATION REFER TO GEOTECHNICAL INVESTIGATION FOR ADDITIONAL INFORMATION: COAST GEOTECHNICAL, INC. 1200 WEST COMMONWEALTH AVE. FULLERTON, CA 92833 714.870.1211 SOILS ENGINEER NOTE: SURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTY CORNERS OR OFFSETS BEFORE GRADING. NO SCALE VICINITY MAP CIVIL ENGINEER/ PROJECT SITE 2596 CRESTVIEW DR. 12.22TG 12I N S Q R 12.16TG 6I N 1 2 . 2 1 F L 1 2 . 8 5 T C 1 2 . 8 2 T C 1 2 . 2 1 F L 1 2 . 2 8 F L 1 2 . 8 9 T C 12 . 2 5 F L 1 2 . 8 4 T C 12.68 FS12.62 SCO 12.74 FS 12.74 FS 12.89 FS 1 2 . 3 9 F S 1 2 . 8 0 T C 12.54 FG 12.81 BRICK 12.70 BRICK 12.78 BRICK 14.45 TW 14.39 TW 14.07 TW 15.81 TW 15.91 TW 15.95 TW15.97 TW15.95 TW 15.89 TW 15.84 TW15.86 TW 15.82 TW TREE 1 2 I N TREE 1 5 I N 14.25 TW 12.86 BRICK 12.80 BRICK 12.66 BRICK 12.69 FS 12.46 FG12.88 FG 12.56 FG 12.74 FG 12.69 FG 12.96 FG 13.01 FG 12.82 FG 12.56 FG 12.64 FG 12.53 FG 12.67 FG 12.57 FG 12.64 FG 12.70 FG 12.65 FG 12.58 FG12.56 FG12.56 FG12.56 FG 12.86 GM 12.87 BRICK 12.92BRICK 13.25 BRICK 13.36 BRICK 13.38 BRICK 13.22 BRICK 12.55 FG 13.08 FG DBL P A L M 4 8 I N 4 PA L M S 2 4 I N 15.81 TW 12.91BRICK 12.88 BRICK 12.93 BRICK 12.98 BRICK 13.02 BRICK 13.07 BRICK 13.04 BRICK 12.98 BRICK 13.09 BRICK 12.F 13.06 FG 12.86 FG 12.50 FG 12.61 FG 12.61 FG 12.64 FG 12.72 FG 12.95 FG 12.98 FG 12.96 FG 12.85 FG 13.11 13.09 BRICK 13.01 BRICK 12.92 BRICK 12.71 FG 12.78 FG 13.46FF BRI C K 13.30 FG 13.41BRICK 13.36BRICK 13.05 FG 20.77 EAVE 20.86 EAVE 20.82 EAVE 20.76 EAVE 25.64 ROOF 13.43 BRICK 13.46 BRICK 13.39 BRICK 13.37 BRICK 13.50 BRICK 13.41 FS 13.40TG 8I N S Q R 13.45 13.49 FS 13.50 FS 13.44 FS 13.42TG 8I N S Q R 13.47 FS 13.09 FG 13.23 FG 13.34 BRICK 24.86 EAVE 23.77 EAVE 23.08 EAVE 21.72 EAVE 19.17 EM 13.39 FS 13.31 FS 13.27 FS 13.33EDISO N 13.13SBC V A U L T 13.20 WM13.15 WM 13.21 SCO 13.04 SCO 13.09 CATV 13.14 CATV 13.04 SCO 12.92 CB 12.91 CB 12.88 CB12.85 CB 13.12 WM 13.26 FS 13.21 FS 13.18 FS 13.01 FL 13.29 FS 13.19 FS 12.93 FL13.03 FL 12.98 FL 13.16 FS FF TILE 13.20 FS 13.18 FS 13.28 FS 13.34 FS 13.36 CONC 13.32 CONC 13.36 GFF 13.36 FS 13.06 12.89 FL 12.95 FL 12.99 FL 13.27 STEP 13.30 STEP 13.08 FS 13.13 FS 13.40 FG 12.99 CON C 13.11 CONC 21.65 EAVE 22.92 EAVE 21.68 EAVE 21.73 EAVE 21.75 EAVE C.24TC 12.96 TC 30.65 EAVE 13.15 SCO 35.67 EAVE 20.86 EAVE 12.86 BRICK 13.01 BRICK 13.02 BRICK 13.01BRICK 1 12.93 FG 13.16 FG 13.01 FG 13.78 EM 13.13CON C 13.13 CONC 13.23 TC 12.92 IN DIA .77 4IN 10 12.89 TC 12.87 CONC 2.87 NC.86 K 13.00 FS K 13.11BRICK 12.88 FSFS 12.90 FS .85S 12.91 FS 13.07 STEP .08EP 9 12.93 FS 12.90 FS 2 .95 C 12.93 CON C 13.24 FS 13.12 FS 12.91 CONC 12.99 CONC 12.69 FG 12.54 FG 12.52 FG 12.65 FG 12.86 BRICK CRES T V I E W D R I V E ONE S T O R Y B U I L D I N G 2592 A R B O R D R I V E NEW P O R T B E A C H , C A 9 2 6 6 3 STOP S I G N PROP E R T Y L I N E PROP E R T Y L I N E PROP E R T Y L I N E PROP E R T Y L I N E ON E S T O R Y B U I L D I N G 26 0 2 C R E S T V I E W D R I V E ALLEY L=70.28,R=138.13 4'SYSB 1 0 ' UT I L I T Y E S M T OLD LOT LINE 4'SYSB 4'SYSB 10 ' R Y S B NEW LOT LINE PROPOSED RESIDENCE FF=13.30 FF=13.30 FS=13.05 FF = 1 3 . 3 0 FG = 1 2 . 8 0 FF = 1 3 . 3 0 FS = 1 3 . 0 5 FS=13.05 FF=13.30 GFF=13.22 GFF=13.18 GFF=12.96 TG=12.88 (13.22)FS (13.16)FS 1. 0 % 5. 3 % 4. 0 % 13.18GFF12.93FG3"STEP 13.30FF13.22GFF1"STEP 13.22GFF13.09FS1-1/2"STEP FS=12.92 2%2% 13.30FF13.05FS3"STEP 13.05FS 13.05FS13.05FS 13.05FS (12.84)TC 2. 0 % 13.02FS,HP 13.05FS 12.81TG 12.79TG 13.01FS13.01FS 13.01FS 12.94FS 2. 0 % 13.05FS EXISTING STREETTREES TO REMAIN 12.91FS 12.91FS 2 . 0 % 12.91FS PROPOSEDMAILBOX 12.91FS 2. 0 % 12.90TG 12.87FL,HP 12.77TG 12.95FG 12.77TG10.55INV 13.05FS 13.05FS 13.05FS 13.05FS 2% 2% 2% 2% 2% 2% 12.98FS12.94FG 12.84TG11.24INV 12.84TG 12.84TG 12.84TG11.84INV 12.94FL,HP 12.94FL,HP 12.94FL,HP 12.98FS12.94FG 12.98FS 12.98FS 12.95FS 12.95FS 13.09FS 13.09FS 13.05FS 13.01FS 2.0 % 2.0%2.0 % 2.0% 2% 12.65TG11.26INV 12.65TG11.11INV 13.01FS 13.01FS12.90FS 12.85FS 12.92FS 12.72FL,HP 2.0% 2.0%2.0%2 . 0 % 12.88TG11.50INV 13.00FG 2.0% 13.00FG 12.80TG11.65INV 2.0% 12.92FL,HP 12.93FG 12.80TG 12.90FS 12.90FS 12.88FG 12.83TG11.83INV (13.21)FS 12.87FL,HP 12.88TG12.40INV 12.88TG 12.84TG11.84INV 12.77TG 12.65TG 1% 1% 1% 1% 1% 1% 1% 1% 1 % 2 % 1%1% 1 1 1 1 1 1 2 3 3 3 3 3 3 6 6 6 6 6 7 8 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 10 10 11 CRES T V I E W D R I V E 12.92FS 12.85FS 12.80FS 13.30GFF13.05FS3"STEP (13.13)FS GFF= 1 3 . 3 0 GFF= 1 3 . 0 9 FS= 1 3 . 0 5 TG= 1 2 . 9 7 13.14FS 13.05FS12.95FG 13.05FS 13.05 12.95FG 13.05FS12.95FG 12.95FS12.90FG 12.95FS12.90FG 12.95FS12.90FG 12.95FS12.85FG 13.05FS (13.13)FS 13.05FS 12.90FG 13.05FS 12.95FS 12.95FS 12.76FL,HP FA C E O F P R O P . B L D G W A L L FF=13.30 12.80FL 12.88TG12.93FG 12.91FS P/L (12.87)TC(12.27)FL2.0%2.0% SECTION A-A SCALE: 1"=4' EXISTING GROUND 3' ± OVER-EXCAVATION LIMITS PER GEOTECHNICAL RECOMMENDATIONS AND TO BE VERFIED IN FIELD BY SOILS ENGINEER TEMPORARY 1:1 SLOPE TO OVER-EX FA C E O F P R O P . B L D G W A L L FF=13.30 12.84TG P/L EXISTING BUILDING (ADJACENT NEIGHBOR)13.05FS (12.6)FG EXISTING GROUND EXISTING WALL/ FENCE TO REMAIN 2.0% SECTION B-B SCALE: 1"=4' 3' ± OVER-EXCAVATION LIMITS PER GEOTECHNICAL RECOMMENDATIONS AND TO BE VERFIED IN FIELD BY SOILS ENGINEER TEMPORARY 1:1 SLOPE TO OVER-EX FA C E O F P R O P . B L D G W A L L FF=13.30 12.96GFF12.92FS 13.22GFF12.88TG P/L ESMT (13.17)FS(12.95)FL 1.0%2.0%4.9% 10'UTILITY EASEMENT EXISTING GROUND EXISTING IMPROVEMENTS WITHIN EASEMENT TO REMAIN SECTION C-C SCALE: 1"=4' OVER-EXCAVATION LIMITS PER GEOTECHNICAL RECOMMENDATIONS AND TO BE VERFIED IN FIELD BY SOILS ENGINEER TEMPORARY 1:1 SLOPE TO OVER-EX 3' ± 2 C2 GR A D I N G P L A N PR E C I S E G R A D I N G P L A N FO R G R I L E Y R E S I D E N C E 25 9 6 C R E S T V I E W D R I V E NE W P O R T B E A C H , C A 9 2 6 6 3 JOB NO. DATE SHEET NO. REVISIONS 23002 NO. REVISION DATE SHEET NO. OF 5 2/21/2023 28 0 5 2 C A M I N O C A P I S T R A N O , S T E 2 1 3 LA G U N A N I G U E L , C A 9 2 6 7 7 94 9 . 4 6 4 . 8 1 1 5 i n f o @ c i v i l s c a p e s . c o m G: \ P r o j e c t s \ 2 3 0 0 2 2 5 9 6 C r e s t v i e w D r , N B \ D W G \ 2 3 0 0 2 . G R A D I N G - C R E S T V I E W . d w g CONSTRUCTION NOTES HARDSCAPE PER ARCHITECT'S PLAN. DRIVEWAY PER ARCHITECT'S PLAN. PLANTER AREA PER ARCHITECT'S PLAN. WALL OR FENCE PER ARCHITECT'S PLAN. CONNECT DOWNSPOUT TO ONSITE STORM DRAIN SYSTEM PER DETAIL ON SHEET C3. CONSTRUCT FLOWLINE PER DETAIL HEREON. IF EXISTING METER IS SUBSTANDARD, REMOVE AND REINSTALL 1-INCH WATER METER PER CITY OF NEWPORT BEACH STANDARD DRAWING STD 502. PROTECT SERVICE LINE FROM METER TO WATER MAIN. METER AND SERVICE SIZE SHALL BE CONFIRMED BY MEP CONSULTANT. FIELD VERIFY LOCATION AND CONDITION OF EXISTING SEWER LATERAL TO SATISFACTION OF CITY ENGINEER. REMOVE EXISTING CLEANOUT AND PROVIDE NEW SEWER CLEANOUT WITH TRAFFIC RATED BOX PER CITY OF NEWPORT BEACH STANDARD DRAWING STD 406. FURNISH & INSTALL 6" NDS SPEE-D BASIN W/6" GREEN ATRIUM GRATE PER DETAIL ON SHEET C3. FURNISH & INSTALL 6" NDS SPEE-D BASIN W/6" BRASS SQUARE GRATE PER DETAIL ON SHEET C3. 6-INCH WIDE NDS TRENCH DRAIN W/ TRAFFIC RATED GRATE. 1 2 3 4 5 6 7 8 9 10 11 TOP OF WALL FINISHED SURFACE FLOW LINE FINISHED GRADE GRADE BREAK HIGH POINT LEGEND INVERT TOP OF GRATE FINISHED FLOOR ELEVATION TW FS FL FG GB HP INV TG FF TOP OF COPING OR TOP OF CURBTC GARAGE FINISHED FLOORGFF PROPERTY LINE AND LIMIT-OF-WORK OR EXISTING ELEVATION; CONTRACTOR SHALL FIELD VERIFY ELEVATIONS PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES TO CIVILSCAPES ENGINEERING102.6 (102.6) EXISTING GRADEEG EXISTING SPOT ELEVATION( ) PROPOSED WALL TOP OF RETAINING WALLTRW TOP OF SLOPETOP TOP OF RAILINGTR TOP OF STEMWALLTS BUILDING STEMWALL HARDSCAPE PER ARCH. PLAN NATURAL GRADENG BIORETENTION AREA PER DETAIL ON SHEET C4 ALL WORK RELATED TO WASTEWATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-42 LICENSED SANITATION SEWER CONTRACTOR OR AN A LICENSED GENERAL ENGINEERING CONTRACTOR. *** ALL WORK RELATED TO WATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-34 LICENSED PIPELINE CONTRACTOR OR AN A LICENSED GENERAL ENGINEERING CONTRACTOR. **** *** **** FL PERPLAN 2% MIN. HARDSCAPE/LANDSCAPE PER PLAN 2% MIN. FLOWLINE DETAIL NO SCALE6 1. CONTRACTOR SHALL USE CITY STANDARD FORM '30-DAY NOTICE OF INTENT TO EXCAVATE' TO NOTIFY ADJACENT PROPERTY OWNERS BY CERTIFIED MAIL 30 DAYS PRIOR TO STARTING EXCAVATION OR SHORING. CITY STANDARD FORM CAN BE OBTAINED AT: http://www.newportbeachca.gov/home/showdocument?id=17395. PROOF OF CERTIFIED DELIVERY IS REQUIRED AT THE TIME OF PERMIT ISSUANCE. 2. CAL-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5’ AND FOR SHORING AND/OR UNDERPINNING. 3. CONTINUOUS SPECIAL INSPECTION, PER SECTION 1705.6, SHALL BE PERFORMED BY THE GEOTECHNICAL ENGINEER DURING SHORING AND EXCAVATION OPERATIONS AND DURING REMOVAL OF SHORING. TRENCH AND EXCAVATION NOTE 12.22TG 12I N S Q R 12.16TG 6I N 1 2 . 2 1 F L 1 2 . 8 5 T C 1 2 . 8 2 T C 1 2 . 2 1 F L 1 2 . 2 8 F L 1 2 . 8 9 T C 12 . 2 5 F L 1 2 . 8 4 T C 12.68 FS12.62 SCO 12.74 FS 12.74 FS 12.89 FS 1 2 . 3 9 F S 1 2 . 8 0 T C 12.54 FG 12.81 BRICK 12.70 BRICK 12.78 BRICK 14.45 TW 14.39 TW 14.07 TW 15.81 TW 15.91 TW 15.95 TW15.97 TW15.95 TW 15.89 TW 15.84 TW15.86 TW 15.82 TW TREE 1 2 I N TREE 1 5 I N 14.25 TW 12.86 BRICK 12.80 BRICK 12.66 BRICK 12.69 FS 12.46 FG12.88 FG 12.56 FG 12.74 FG 12.69 FG 12.96 FG 13.01 FG 12.82 FG 12.56 FG 12.64 FG 12.53 FG 12.67 FG 12.57 FG 12.64 FG 12.70 FG 12.65 FG 12.58 FG12.56 FG12.56 FG12.56 FG 12.86 GM 12.87 BRICK 12.92BRICK 13.25 BRICK 13.36 BRICK 13.38 BRICK 13.22 BRICK 12.55 FG 13.08 FG DBL P A L M 4 8 I N 4 PA L M S 2 4 I N 15.81 TW 12.91BRICK 12.88 BRICK 12.93 BRICK 12.98 BRICK 13.02 BRICK 13.07 BRICK 13.04 BRICK 12.98 BRICK 13.09 BRICK 12.F 13.06 FG 12.86 FG 12.50 FG 12.61 FG 12.61 FG 12.64 FG 12.72 FG 12.95 FG 12.98 FG 12.96 FG 12.85 FG 13.11 13.09 BRICK 13.01 BRICK 12.92 BRICK 12.71 FG 12.78 FG 13.46FF BRI C K 13.30 FG 13.41BRICK 13.36BRICK 13.05 FG 20.77 EAVE 20.86 EAVE 20.82 EAVE 20.76 EAVE 25.64 ROOF 13.43 BRICK 13.46 BRICK 13.39 BRICK 13.37 BRICK 13.50 BRICK 13.41 FS 13.40TG 8I N S Q R 13.45 13.49 FS 13.50 FS 13.44 FS 13.42TG 8I N S Q R 13.47 FS 13.09 FG 13.23 FG 13.34 BRICK 24.86 EAVE 23.77 EAVE 23.08 EAVE 21.72 EAVE 19.17 EM 13.39 FS 13.31 FS 13.27 FS 13.33EDISO N 13.13SBC V A U L T 13.20 WM13.15 WM 13.21 SCO 13.04 SCO 13.09 CATV 13.14 CATV 13.04 SCO 12.92 CB 12.91 CB 12.88 CB12.85 CB 13.12 WM 13.26 FS 13.21 FS 13.18 FS 13.01 FL 13.29 FS 13.19 FS 12.93 FL13.03 FL 12.98 FL 13.16 FS FF TILE 13.20 FS 13.18 FS 13.28 FS 13.34 FS 13.36 CONC 13.32 CONC 13.36 GFF 13.36 FS 13.06 12.89 FL 12.95 FL 12.99 FL 13.27 STEP 13.30 STEP 13.08 FS 13.13 FS 13.40 FG 12.99 CON C 13.11 CONC 21.65 EAVE 22.92 EAVE 21.68 EAVE 21.73 EAVE 21.75 EAVE C.24TC 12.96 TC 30.65 EAVE 13.15 SCO 35.67 EAVE 20.86 EAVE 12.86 BRICK 13.01 BRICK 13.02 BRICK 13.01BRICK 1 12.93 FG 13.16 FG 13.01 FG 13.78 EM 13.13CON C 13.13 CONC 13.23 TC 12.92 IN DIA .77 4IN 10 12.89 TC 12.87 CONC 2.87 NC.86 K 13.00 FS K 13.11BRICK 12.88 FSFS 12.90 FS .85S 12.91 FS 13.07 STEP .08EP 9 12.93 FS 12.90 FS 2 .95 C 12.93 CON C 13.24 FS 13.12 FS 12.91 CONC 12.99 CONC 12.69 FG 12.54 FG 12.52 FG 12.65 FG 12.86 BRICK CRES T V I E W D R I V E ONE S T O R Y B U I L D I N G 2592 A R B O R D R I V E NEW P O R T B E A C H , C A 9 2 6 6 3 STOP S I G N PROP E R T Y L I N E PROP E R T Y L I N E PROP E R T Y L I N E PROP E R T Y L I N E ON E S T O R Y B U I L D I N G 26 0 2 C R E S T V I E W D R I V E ALLEY L=70.28,R=138.13 4'SYSB 1 0 ' UT I L I T Y E S M T 4'SYSB 4'SYSB 10 ' R Y S B PROPOSED RESIDENCE FF=13.30 12.81TG 12.79TG 12.90TG 12.77TG 12.77TG10.55INV 12.84TG11.24INV 12.84TG 12.84TG 12.84TG11.84INV 12.65TG11.26INV 12.65TG11.11INV 12.88TG11.50INV 12.80TG 12.83TG11.83INV 12.88TG12.40INV 12.88TG 12.84TG11.84INV (12.86)TC12.30INV(12.26)FL 12.77TG 12.65TG 11.06INV 10.47INV-IN 11.18INV-IN 11.81INV-INSUMP PUMP S= 0 . 0 1 S=0.01 S = 0 . 0 1 S = 0 . 0 1 S= 0 . 0 1 S=0.01 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 10 10 11 12 12 12 12 12 13 13 14 15 OUTLET FORCEMAIN TOSTORM DRAIN SYSTEM CRES T V I E W D R I V E 12.92FS 12.85FS 12.80FS 13.30GFF13.05FS3"STEP (13.13)FS GFF= 1 3 . 3 0 GFF= 1 3 . 0 9 FS= 1 3 . 0 5 TG= 1 2 . 9 7 13.14FS 13.05FS12.95FG 13.05FS 13.05 12.95FG 13.05FS12.95FG 12.95FS12.90FG 12.95FS12.90FG 12.95FS12.90FG 12.95FS12.85FG 13.05FS (13.13)FS 13.05FS 12.90FG 13.05FS 12.95FS 12.95FS 12.76FL,HP 3 C3 ST O R M D R A I N P L A N PR E C I S E G R A D I N G P L A N FO R G R I L E Y R E S I D E N C E 25 9 6 C R E S T V I E W D R I V E NE W P O R T B E A C H , C A 9 2 6 6 3 JOB NO. DATE SHEET NO. REVISIONS 23002 NO. REVISION DATE SHEET NO. OF 5 2/21/2023 28 0 5 2 C A M I N O C A P I S T R A N O , S T E 2 1 3 LA G U N A N I G U E L , C A 9 2 6 7 7 94 9 . 4 6 4 . 8 1 1 5 i n f o @ c i v i l s c a p e s . c o m G: \ P r o j e c t s \ 2 3 0 0 2 2 5 9 6 C r e s t v i e w D r , N B \ D W G \ 2 3 0 0 2 . G R A D I N G - C R E S T V I E W . d w g CONSTRUCTION NOTES CONNECT DOWNSPOUT TO ONSITE STORM DRAIN SYSTEM PER DETAIL HEREON. FURNISH & INSTALL 6" NDS SPEE-D BASIN W/6" GREEN ATRIUM GRATE PER DETAIL HEREON. FURNISH & INSTALL 6" NDS SPEE-D BASIN W/6" BRASS SQUARE GRATE PER DETAIL HEREON. 6-INCH WIDE NDS TRENCH DRAIN W/ TRAFFIC RATED GRATE. FURNISH & INSTALL 4-INCH SDR-35 PVC STORM DRAIN (OR APPROVED EQUAL) PER CPC. INCLUDE REQUIRED JOINTS AND FITTINGS PER CPC. CONSTRUCT TRENCH, BEDDING, AND BACKFILL PER ASTM D 2321 AND SOILS REPORT. CONSTRUCT 15 LINEAR FEET OF PERFORATED PIPE AND GRAVEL TRENCH PER DETAIL ON SHEET __. CONSTRUCT SIDEWALK & PRIVATE DRAIN THROUGH CURB PER CITY OF NEWPORT BEACH STANDARD DRAWING STD 184. 1-1/2" PVC FORCEMAIN; CONNECT TO PUMP DISCHARGE. 5 9 10 11 12 13 14 15 TOP OF WALL FINISHED SURFACE FLOW LINE FINISHED GRADE GRADE BREAK HIGH POINT LEGEND INVERT TOP OF GRATE FINISHED FLOOR ELEVATION TW FS FL FG GB HP INV TG FF TOP OF COPING OR TOP OF CURBTC GARAGE FINISHED FLOORGFF PROPERTY LINE AND LIMIT-OF-WORK OR EXISTING ELEVATION; CONTRACTOR SHALL FIELD VERIFY ELEVATIONS PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES TO CIVILSCAPES ENGINEERING102.6 (102.6) EXISTING GRADEEG EXISTING SPOT ELEVATION( ) PROPOSED WALL TOP OF RETAINING WALLTRW TOP OF SLOPETOP TOP OF RAILINGTR TOP OF STEMWALLTS BUILDING STEMWALL HARDSCAPE PER ARCH. PLAN NATURAL GRADENG BIORETENTION AREA PER DETAIL ON SHEET C4 1. CONTRACTOR SHALL USE CITY STANDARD FORM '30-DAY NOTICE OF INTENT TO EXCAVATE' TO NOTIFY ADJACENT PROPERTY OWNERS BY CERTIFIED MAIL 30 DAYS PRIOR TO STARTING EXCAVATION OR SHORING. CITY STANDARD FORM CAN BE OBTAINED AT: http://www.newportbeachca.gov/home/showdocument?id=17395. PROOF OF CERTIFIED DELIVERY IS REQUIRED AT THE TIME OF PERMIT ISSUANCE. 2. CAL-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5’ AND FOR SHORING AND/OR UNDERPINNING. 3. CONTINUOUS SPECIAL INSPECTION, PER SECTION 1705.6, SHALL BE PERFORMED BY THE GEOTECHNICAL ENGINEER DURING SHORING AND EXCAVATION OPERATIONS AND DURING REMOVAL OF SHORING. TRENCH AND EXCAVATION NOTE NDS SPEE-D BASIN DETAIL NO SCALE109 2% MIN 3/4" CRUSHED ROCK OR APPROVED EQUAL (REVIEW GEOTECHNICAL RECOMMENDATIONS IN THE SOILS REPORT TO VERIFY) DRAIN PIPE PER PLAN COMPACTED BACKFILL PER GEOTECHNICAL RECOMMENDATIONS COMPACTED BEDDING PER GEOTECHNICAL RECOMMENDATIONS NATIVE OR RE-COMPACTED SUBGRADE 4" MIN 4" MIN 4" M I N NDS #101 OR #201 SPEE-D BASIN OR APPROVED EQUAL NDS #66 - 6" DRAIN RISER PIPE (LENGTH AS REQUIRED) OR APPROVED EQUAL VA R I E S 2% MIN NDS ATRIUM OR FLAT GRATE TG ELEV PER PLAN INV ELEV PER PLAN SLOPE PER PLAN 4-INCH PVC DOWNSPOUT DRAIN PIPE PER STORM DRAIN PLAN 6-INCH ELBOW 1/4 BEND 6-INCH PVC RISER WITH DOWNSPOUT INSIDE RISER PIPE CLAMPS AROUND RISER PIPE (TYP) PROP. BUILDING WALL DOWNSPOUT CONNECTION DETAIL NO SCALE5 LANDSCAPING OR PAVERS 3" COVER MINIMUM 4" DIA. PERFORATED PVC DRAIN PIPE W/ PERFORATIONS AT BOTTOM 3/4" CRUSHED ROCK WRAP SIDES AND BOTTOM OF TRENCH WITH FILTER FABRIC; PROVIDE 4" MINIMUM OVERLAP AT TOP OF TRENCH PERFORATED DRAIN PIPE AND TRENCH NO SCALE13 12.22TG 12I N S Q R 12.16TG 6I N 1 2 . 2 1 F L 1 2 . 8 5 T C 1 2 . 8 2 T C 1 2 . 2 1 F L 1 2 . 2 8 F L 1 2 . 8 9 T C 12 . 2 5 F L 1 2 . 8 4 T C 12.68 FS12.62 SCO 12.74 FS 12.74 FS 12.89 FS 1 2 . 3 9 F S 1 2 . 8 0 T C 12.54 FG 12.81 BRICK 12.70 BRICK 12.78 BRICK 14.45 TW 14.39 TW 14.07 TW 15.81 TW 15.91 TW 15.95 TW15.97 TW15.95 TW 15.89 TW 15.84 TW15.86 TW 15.82 TW TREE 1 2 I N TREE 1 5 I N 14.25 TW 12.86 BRICK 12.80 BRICK 12.66 BRICK 12.69 FS 12.46 FG12.88 FG 12.56 FG 12.74 FG 12.69 FG 12.96 FG 13.01 FG 12.82 FG 12.56 FG 12.64 FG 12.53 FG 12.67 FG 12.57 FG 12.64 FG 12.70 FG 12.65 FG 12.58 FG12.56 FG12.56 FG12.56 FG 12.86 GM 12.87 BRICK 12.92BRICK 13.25 BRICK 13.36 BRICK 13.38 BRICK 13.22 BRICK 12.55 FG 13.08 FG DBL P A L M 4 8 I N 4 PA L M S 2 4 I N 15.81 TW 12.91BRICK 12.88 BRICK 12.93 BRICK 12.98 BRICK 13.02 BRICK 13.07 BRICK 13.04 BRICK 12.98 BRICK 13.09 BRICK 12.F 13.06 FG 12.86 FG 12.50 FG 12.61 FG 12.61 FG 12.64 FG 12.72 FG 12.95 FG 12.98 FG 12.96 FG 12.85 FG 13.11 13.09 BRICK 13.01 BRICK 12.92 BRICK 12.71 FG 12.78 FG 13.46FF BRI C K 13.30 FG 13.41BRICK 13.36BRICK 13.05 FG 20.77 EAVE 20.86 EAVE 20.82 EAVE 20.76 EAVE 25.64 ROOF 13.43 BRICK 13.46 BRICK 13.39 BRICK 13.37 BRICK 13.50 BRICK 13.41 FS 13.40TG 8I N S Q R 13.45 13.49 FS 13.50 FS 13.44 FS 13.42TG 8I N S Q R 13.47 FS 13.09 FG 13.23 FG 13.34 BRICK 24.86 EAVE 23.77 EAVE 23.08 EAVE 21.72 EAVE 19.17 EM 13.39 FS 13.31 FS 13.27 FS 13.33EDISO N 13.13SBC V A U L T 13.20 WM13.15 WM 13.21 SCO 13.04 SCO 13.09 CATV 13.14 CATV 13.04 SCO 12.92 CB 12.91 CB 12.88 CB12.85 CB 13.12 WM 13.26 FS 13.21 FS 13.18 FS 13.01 FL 13.29 FS 13.19 FS 12.93 FL13.03 FL 12.98 FL 13.16 FS FF TILE 13.20 FS 13.18 FS 13.28 FS 13.34 FS 13.36 CONC 13.32 CONC 13.36 GFF 13.36 FS 13.06 12.89 FL 12.95 FL 12.99 FL 13.27 STEP 13.30 STEP 13.08 FS 13.13 FS 13.40 FG 12.99 CON C 13.11 CONC 21.65 EAVE 22.92 EAVE 21.68 EAVE 21.73 EAVE 21.75 EAVE C.24TC 12.96 TC 30.65 EAVE 13.15 SCO 35.67 EAVE 20.86 EAVE 12.86 BRICK 13.01 BRICK 13.02 BRICK 13.01BRICK 1 12.93 FG 13.16 FG 13.01 FG 13.78 EM 13.13CON C 13.13 CONC 13.23 TC 12.92 IN DIA .77 4IN 10 12.89 TC 12.87 CONC 2.87 NC.86 K 13.00 FS K 13.11BRICK 12.88 FSFS 12.90 FS .85S 12.91 FS 13.07 STEP .08EP 9 12.93 FS 12.90 FS 2 .95 C 12.93 CON C 13.24 FS 13.12 FS 12.91 CONC 12.99 CONC 12.69 FG 12.54 FG 12.52 FG 12.65 FG 12.86 BRICK CRES T V I E W D R I V E ONE S T O R Y B U I L D I N G 2592 A R B O R D R I V E NEW P O R T B E A C H , C A 9 2 6 6 3 STOP S I G N PROP E R T Y L I N E PROP E R T Y L I N E PROP E R T Y L I N E PROP E R T Y L I N E ON E S T O R Y B U I L D I N G 26 0 2 C R E S T V I E W D R I V E ALLEY L=70.28,R=138.13 4'SYSB 1 0 ' UT I L I T Y E S M T 4'SYSB 4'SYSB 10 ' R Y S B PROPOSED RESIDENCE FF=13.30 CRES T V I E W D R I V E 12.92FS 12.85FS 12.80FS 13.30GFF13.05FS3"STEP (13.13)FS GFF= 1 3 . 3 0 GFF= 1 3 . 0 9 FS= 1 3 . 0 5 TG= 1 2 . 9 7 13.14FS 13.05FS12.95FG 13.05FS 13.05 12.95FG 13.05FS12.95FG 12.95FS12.90FG 12.95FS12.90FG 12.95FS12.90FG 12.95FS12.85FG 13.05FS (13.13)FS 13.05FS 12.90FG 13.05FS 12.95FS 12.95FS 12.76FL,HP 4 C4 ER O S I O N C O N T R O L P L A N PR E C I S E G R A D I N G P L A N FO R G R I L E Y R E S I D E N C E 25 9 6 C R E S T V I E W D R I V E NE W P O R T B E A C H , C A 9 2 6 6 3 JOB NO. DATE SHEET NO. REVISIONS 23002 NO. REVISION DATE SHEET NO. OF 5 2/21/2023 28 0 5 2 C A M I N O C A P I S T R A N O , S T E 2 1 3 LA G U N A N I G U E L , C A 9 2 6 7 7 94 9 . 4 6 4 . 8 1 1 5 i n f o @ c i v i l s c a p e s . c o m G: \ P r o j e c t s \ 2 3 0 0 2 2 5 9 6 C r e s t v i e w D r , N B \ D W G \ 2 3 0 0 2 . G R A D I N G - C R E S T V I E W . d w g 1. CONTRACTOR SHALL PROVIDE ONSITE CONCRETE WASHOUT FACILITY AND COMPLY WITH CASQA BMP WM-8. 2. ALL REMOVABLE EROSION PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 40%. 3. SEDIMENTS FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING AN EFFECTIVE COMBINATION OF EROSION AND SEDIMENT CONTROLS TO THE MAXIMUM EXTENT PRACTICABLE, AND STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OF ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING, OR WIND. 3. APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS OR RESIDUES SHALL BE IMPLEMENTED AND RETAINED ON SITE TO MINIMIZE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTY BY WIND OR RUNOFF. NOTES: GRAVEL BAG DETAIL NO SCALEA EROSION CONTROL CONSTRUCTION NOTES INSTALL GRAVEL BAG BARRIER PER CASQA SE-8 AND SE-6 INLET PROTECTION PER DETAIL HEREON A B AREA DRAIN INLET PROJECTION NO SCALE B A A A A B B B BB B B B B B B B B B B B B B B B 5 C5 GE O T E C H N I C A L N O T E S PR E C I S E G R A D I N G P L A N FO R G R I L E Y R E S I D E N C E 25 9 6 C R E S T V I E W D R I V E NE W P O R T B E A C H , C A 9 2 6 6 3 JOB NO. DATE SHEET NO. REVISIONS 23002 NO. REVISION DATE SHEET NO. OF 5 2/21/2023 28 0 5 2 C A M I N O C A P I S T R A N O , S T E 2 1 3 LA G U N A N I G U E L , C A 9 2 6 7 7 94 9 . 4 6 4 . 8 1 1 5 i n f o @ c i v i l s c a p e s . c o m G: \ P r o j e c t s \ 2 3 0 0 2 2 5 9 6 C r e s t v i e w D r , N B \ D W G \ 2 3 0 0 2 . G R A D I N G - C R E S T V I E W . d w g 12.68 FS 12.63 FS 12.62 FS 12.82 FS 12.14F L 12.79T C 12.08 TG 6I N 12.15FL 12.79T C 12.18FL 12.80T C 12.22 TG 12I N S Q R 12.16 TG 6I N 1 2 . 2 1 F L 1 2 . 8 5 T C 12.79 TC 1 2 . 8 2 T C 1 2 . 2 1 F L 1 2 . 2 8 F L 1 2 . 8 9 T C 12 . 2 5 F L 12 . 8 4 T C 12.68 FS 12.62 SCO 12.74 FS 12.74 FS12.89 FS 12 . 2 9 F L 12 . 9 0 T C 12.54 FG12.81 BRICK 12.70 BRICK 12.78 BRICK 14.45 TW 14.39 TW 14.07 TW 15.81 TW 15.91 TW 15.95 TW 15.97 TW 15.95 TW 15.89 TW 15.84 TW 15.86 TW 15.82 TW TREE 1 2 I N TREE 1 5 I N 14.25 TW 12.86 BRICK 12.80 BRICK 12.66 BRICK 12.69 FS 12.46 FG 12.88 FG 12.56 FG 12.74 FG 12.69 FG 12.96 FG 13.01 FG 12.82 FG12.56 FG 12.64 FG 12.53 FG 12.67 FG 12.57 FG 12.64 FG 12.70 FG 12.65 FG 12.58 FG 12.56 FG 12.56 FG 12.56 FG 12.86 GM 12.87 BRICK 12.92 BRICK 13.25 BRICK 13.36 BRICK 13.38 BRICK 13.22 BRICK 12.55 FG 13.08 FG DBL P A L M 4 8 I N 4 PA L M S 2 4 I N 15.81 TW 12.91 BRICK 12.88 BRICK 12.93 BRICK 12.98 BRICK 13.02 BRICK 13.07 BRICK 13.04 BRICK 12.98 BRICK 13.09 BRICK 12.80 FG 13.06 FG 12.86 FG 12.50 FG 12.61 FG 12.61 FG 12.64 FG 12.72 FG 12.95 FG 12.98 FG 12.96 FG 12.85 FG 13.11 FS 13.30 THRES H 13.30 FF WO O D 13.09 BRICK 13.01 BRICK 12.92 BRICK 12.71 FG 12.78 FG 12.62 FG 12.76 BRICK 12.76 BRICK 13.34 BRICK 13.39 BRICK 13.42 FS 13.46 FF BRI C K 13.30 FG 13.53 FG 13.50 FG 13.21 FG P A L M 1 2 I N PAL M 9 I N DBL PALM 24IN PALM 18IN 12.55 FG 12.73 FG 12.59 FG 12.67 FG 13.41 BRICK 13.36 BRICK 13.05 FG 20.77 EAVE 20.86 EAVE 20.82 EAVE 20.76 EAVE 26.97 CHIM N E Y T O P 24.40 ROOF 25.64 ROOF 13.43 BRICK 13.46 BRICK 13.39 BRICK 13.37 BRICK 13.50 BRICK 13.41 FS 13.40 TG 8I N S Q R 13.44 FS 13.49 TG 8I N S Q R 13.41 TG 3I N 13.45 FS 13.49 FS 13.50 FS 13.44 FS 13.42 TG 8I N S Q R 13.47 FS 13.09 FG 13.23 FG 13.34 BRICK 24.86 EAVE 23.77 EAVE 23.08 EAVE 21.72 EAVE 19.17 EM 13.39 FS 13.31 FS 13.27 FS 13.33 EDISO N 13.13 SBC V A U L T 13.20 WM 13.15 WM 13.21 SCO 13.04 SCO 13.09 CATV 13.14 CATV 13.04 SCO 12.92 CB 12.91 CB 12.88 CB 12.85 CB 13.12 WM 13.26 FS 13.21 FS 13.18 FS 13.19 FS 12.93 FL 13.03 FL 12.98 FL 13.16 FS 13.21 GFF TI L E 13.20 FS 13.18 FS 13.28 FS 13.34 FS 13.36 CONC 13.32 CONC 13.36 GFF 13.36 FS 13.06 12.89 FL 12.95 FL 12.99 FL 13.27 STEP 13.30 STEP 13.08 FS13.13 FS 13.40 FG 13.19 FG12.99 CONC 13.11 CON C 13.17 FG 13.51 FG 13.51 FG 13.64 FG 13.10 FG 21.65 EAVE 22.92 EAVE 21.68 EAVE 21.73 EAVE 21.75 EAVE 21.74 EAVE 13.15 CONC 13.00 FG 13.15 TG 12I N S Q R 13.24 TC 12.96 TC 12.71 FG 12.84 BRICK 12.93 BRICK 12.98 BRICK 30.65 EAVE 13.15 SCO 35.67 EAVE 20.86 EAVE 12.86 BRICK 12.82 BRICK 12.92 FS12.86 FS 12.86 TG 3I N 12.90 FS 13.08 FS 12.93 FS 13.06 FS 13.30 THRES H 13.01 BRICK 13.02 BRICK 13.01 BRICK 12.82 FG 12.93 FG 13.01 FG 13.16 FG 12.82 FG 13.07 FG 12.94 FG 12.92 FG 13.01 FG 13.78 EM 13.13 CONC 13.13 CONC 13.23 TC 12.93 TG 3I N 12.92 TG 3I N D I A 12.82 TG 3I N 12.77 TG 4IN 12.79 TG 4IN 12.80 TG 4I N 12.84 TG 4IN 12.85 TG 4IN 13.10 TC 12.89 TC 12.87 CONC 12.87 CONC 12.86 BRICK12.90 FS 13.00 FS 13.13 BRICK13.11 BRICK 12.88 FS 12.86 FS 12.89 GM 12.90 FS 12.85 FS 12.91 FS 13.07 STEP13.08 STEP 13.04 STEP 13.09 STEP 12.92 FS 12.93 FS 12.90 FS 12.92 FS 12.95 CONC12.93 CONC 13.24 FS 13.12 FS 12.91 CONC 12.99 CONC 12.69 FG 12.54 FG 12.52 FG 12.65 FG 12.86 BRICK 13.08 FG 13.11 FG 13.13 FG 13.39 CONC 13.32 FS 13.34 FS 13.34 FS 13.20 FG 13.18 FG 13.34 FS 19.01 TW 13.07FG 13.36FS 18.96TW 13.16FG CRESTVI E W D R I V E ARBO R D R I V E TWO S T O R Y B U I L D I N G 2596 C R E S T V I E W D R I V E NEW P O R T B E A C H , C A 9 2 6 6 3 APN: 0 4 9 - 1 8 3 - 2 7 ONE S T O R Y B U I L D I N G 2592 C R E S T V I E W D R I V E NEW P O R T B E A C H , C A 9 2 6 6 3 APN: 0 4 9 - 1 8 3 - 2 8 STOP SIGN PROPERTY LIN E PROPERTY L I N E PROPERTY LINE PROPERTY LI N E PROPERTY LI N E PROPERTY L I N E ONE S T O R Y B U I L D I N G 2602 C R E S T V I E W D R I V E TWO STORY B U I L D I N G 2586 ARBOR D R I V E ARBOR DRIVE MAILBOX L=70.28,R=138.13 L=70.28,R=138.13 GARAGE PDR DININGNOOK KITCHEN GARAGE DEN GREAT ROOMENTRY up fir e p l a c e PDR GA L L E R Y RESIDENCE fi r e p l a c e ou t d o o r fi r e p l a c e GREAT ROOM 13.76 FF 13.76 FF 13.76 FF o u t d o o r fir e p l a c e outdoor fireplace fireplace Date: May 24, 2022 Sheet No. L-1 Revision No. Description Scale: 1/8" = 1'-0" Project No. N PlanHardscapeSheet Title Project NameGriley 2596 Crestview Dr. Residence State License 1-18-23 HOA Submittal 2-23-23 City Submittal 3-27-23 City Submittal PE T E R P H I L I P S D E S I G N l a n d s c a p e a r c h i t e c t u r e l a n d s c a p e a r c h i t e c t u r e 25 6 2 2 E a s t w i n d D r i v e D a n a P o i n t , C A 9 2 6 2 9 p e t e @ p h i l i p s - d e s i g n . c o m 9 4 9 3 3 8 - 8 0 9 7 c . . . . Bay Shores Newport Beach, CA 92663 APN: 049-183-27 Sheet No. L-2 Revision No. Description Scale: varies Project No. DetailsHardscape Sheet Title Project Name Date: May 24, 2022 1-18-23 HOA Submittal 2-23-23 City Submittal 3-27-23 City Submittal PE T E R P H I L I P S D E S I G N l a n d s c a p e a r c h i t e c t u r e l a n d s c a p e a r c h i t e c t u r e 25 6 2 2 E a s t w i n d D r i v e D a n a P o i n t , C A 9 2 6 2 9 p e t e @ p h i l i p s - d e s i g n . c o m 9 4 9 3 3 8 - 8 0 9 7 c . . . . Griley 2596 Crestview Dr. Residence Bay Shores Newport Beach, CA 92663 APN: 049-183-27 12.68 FS 12.63 FS 12.62 FS 12.82 FS 12.14FL 12.79T C 12.08 TG 6I N 12.15F L 12.79T C 12.18F L 12.80T C 12.22 TG 12I N S Q R 12.16 TG 6I N 1 2 . 2 1 F L 1 2 . 8 5 T C 12.79 TC 1 2 . 8 2 T C 1 2 . 2 1 F L 1 2 . 2 8 F L 1 2 . 8 9 T C 12 . 2 5 F L 12 . 8 4 T C 12.68 FS 12.62 SCO 12.74 FS 12.74 FS12.89 FS 12 . 2 9 F L 12 . 9 0 T C 12.54 FG12.81 BRICK 12.70 BRICK 12.78 BRICK 14.45 TW 14.39 TW 14.07 TW 15.81 TW 15.91 TW 15.95 TW 15.97 TW 15.95 TW 15.89 TW 15.84 TW 15.86 TW 15.82 TW TREE 1 2 I N TREE 1 5 I N 14.25 TW 12.86 BRICK 12.80 BRICK 12.66 BRICK 12.69 FS 12.46 FG 12.88 FG 12.56 FG 12.74 FG 12.69 FG 12.96 FG 13.01 FG 12.82 FG12.56 FG 12.64 FG 12.53 FG 12.67 FG 12.57 FG 12.64 FG 12.70 FG 12.65 FG 12.58 FG 12.56 FG 12.56 FG 12.56 FG 12.86 GM 12.87 BRICK 12.92 BRICK 13.25 BRICK 13.36 BRICK 13.38 BRICK 13.22 BRICK 12.55 FG 13.08 FG DBL P A L M 4 8 I N 4 PA L M S 2 4 I N 15.81 TW 12.91 BRICK 12.88 BRICK 12.93 BRICK 12.98 BRICK 13.02 BRICK 13.07 BRICK 13.04 BRICK 12.98 BRICK 13.09 BRICK 12.80 FG 13.06 FG 12.86 FG 12.50 FG 12.61 FG 12.61 FG 12.64 FG 12.72 FG 12.95 FG 12.98 FG 12.96 FG 12.85 FG 13.11 FS 13.30 THRE S H 13.30 FF WO O D 13.09 BRICK 13.01 BRICK 12.92 BRICK 12.71 FG 12.78 FG 12.62 FG 12.76 BRICK 12.76 BRICK 13.34 BRICK 13.39 BRICK 13.42 FS 13.46 FF BRI C K 13.30 FG 13.53 FG 13.50 FG 13.21 FG P A L M 1 2 I N PALM 9 I N DBL PALM 24IN PALM 18IN 12.55 FG 12.73 FG 12.59 FG 12.67 FG 13.41 BRICK 13.36 BRICK 13.05 FG 20.77 EAVE 20.86 EAVE 20.82 EAVE 20.76 EAVE 26.97 CHIM N E Y T O P 24.40 ROOF 25.64 ROOF 13.43 BRICK 13.46 BRICK 13.39 BRICK 13.37 BRICK 13.50 BRICK 13.41 FS 13.40 TG 8IN S Q R 13.44 FS 13.49 TG 8IN S Q R 13.41 TG 3IN 13.45 FS 13.49 FS 13.50 FS 13.44 FS 13.42 TG 8IN S Q R 13.47 FS 13.09 FG 13.23 FG 13.34 BRICK 24.86 EAVE 23.77 EAVE 23.08 EAVE 21.72 EAVE 19.17 EM 13.39 FS 13.31 FS 13.27 FS 13.33 EDISO N 13.13 SBC V A U L T 13.20 WM13.15 WM 13.21 SCO 13.04 SCO 13.09 CATV 13.14 CATV 13.04 SCO 12.92 CB 12.91 CB 12.88 CB 12.85 CB 13.12 WM 13.26 FS 13.21 FS 13.18 FS 13.19 FS 12.93 FL 13.03 FL 12.98 FL 13.16 FS 13.21 GFF TI L E 13.20 FS 13.18 FS 13.28 FS 13.34 FS 13.36 CONC 13.32 CONC 13.36 GFF 13.36 FS 13.06 FS 12.89 FL 12.95 FL 12.99 FL 13.27 STEP 13.30 STEP 13.08 FS13.13 FS 13.40 FG 13.19 FG12.99 CONC 13.11 CONC 13.17 FG 13.51 FG13.51 FG 13.64 FG 13.10 FG 21.65 EAVE 22.92 EAVE 21.68 EAVE 21.73 EAVE 21.75 EAVE 21.74 EAVE 13.15 CONC 13.00 FG 13.15 TG 12I N S Q R 13.24 TC 12.96 TC 12.71 FG 12.84 BRICK 12.93 BRICK 12.98 BRICK 30.65 EAVE 13.15 SCO 35.67 EAVE 20.86 EAVE 12.86 BRICK 12.82 BRICK 12.92 FS12.86 FS 12.86 TG 3IN 12.90 FS 13.08 FS 12.93 FS 13.06 FS 13.30 THRES H 13.01 BRICK 13.02 BRICK 13.01 BRICK 12.82 FG 12.93 FG 13.01 FG 13.16 FG 12.82 FG 13.07 FG 12.94 FG 12.92 FG 13.01 FG 13.78 EM 13.13 CONC 13.13 CONC 13.23 TC 12.93 TG 3I N 12.92 TG 3I N D I A 12.82 TG 3IN 12.77 TG 4I N 12.79 TG 4I N 12.80 TG 4I N 12.84 TG 4IN 12.85 TG 4I N 13.10 TC 12.89 TC 12.87 CONC 12.87 CONC 12.86 BRICK12.90 FS 13.00 FS 13.13 BRICK13.11 BRICK 12.88 FS 12.86 FS 12.89 GM 12.90 FS 12.85 FS 12.91 FS 13.07 STEP 13.08 STEP 13.04 STEP 13.09 STEP 12.92 FS 12.93 FS 12.90 FS 12.92 FS 12.95 CONC12.93 CONC 13.24 FS 13.12 FS 12.91 CONC 12.99 CONC 12.69 FG 12.54 FG 12.52 FG 12.65 FG 12.86 BRICK 13.08 FG 13.11 FG 13.13 FG 13.39 CONC 13.32 FS 13.34 FS 13.34 FS 13.20 FG 13.18 FG 13.34 FS 19.01 TW 13.07FG 13.36FS 18.96TW 13.16FG CREST V I E W D R I V E ARBO R D R I V E TWO S T O R Y B U I L D I N G 2596 C R E S T V I E W D R I V E NEW P O R T B E A C H , C A 9 2 6 6 3 APN: 0 4 9 - 1 8 3 - 2 7 ONE S T O R Y B U I L D I N G 2592 C R E S T V I E W D R I V E NEW P O R T B E A C H , C A 9 2 6 6 3 APN: 0 4 9 - 1 8 3 - 2 8 STOP SIGN PROPERTY LI N E PROPERTY LINE PROPERTY LIN E PROPERTY L I N E PROPERTY L I N E PROPERTY L I N E ONE S T O R Y B U I L D I N G 2602 C R E S T V I E W D R I V E TWO STOR Y B U I L D I N G 2586 ARBOR D R I V E ARBOR DRIVE MAILBOX L=70.28,R=138.13 L=70.28,R=138.13 GARAGE PDR DININGNOOK KITCHEN GARAGE DEN GREAT ROOMENTRY up fir e p l a c e PDR GA L L E R Y RESIDENCE fir e p l a c e ou t d o o r fir e p l a c e GREAT ROOM 13.76 FF 13.76 FF 13.76 FF o u t d o o r fir e p l a c e outdoor fireplace fireplace Date: May 24, 2022 Sheet No. L-3 Revision No. Description Scale: 1/8" = 1'-0" Project No. N PlanLightingSheet Title Project Name State License 1-18-23 HOA Submittal 2-23-23 City Submittal 3-27-23 City Submittal PE T E R P H I L I P S D E S I G N l a n d s c a p e a r c h i t e c t u r e l a n d s c a p e a r c h i t e c t u r e 25 6 2 2 E a s t w i n d D r i v e D a n a P o i n t , C A 9 2 6 2 9 p e t e @ p h i l i p s - d e s i g n . c o m 9 4 9 3 3 8 - 8 0 9 7 c . . . . Griley 2596 Crestview Dr. Residence Bay Shores Newport Beach, CA 92663 APN: 049-183-27 Sheet No. L-3.1 Scale: Project No. Spec SheetsLighting Sheet Title State License Date: May 24, 2022 Revision No. Description Scale: 1/8" = 1'-0" Project Name 1-18-23 HOA Submittal 2-23-23 City Submittal 3-27-23 City Submittal PE T E R P H I L I P S D E S I G N l a n d s c a p e a r c h i t e c t u r e l a n d s c a p e a r c h i t e c t u r e 25 6 2 2 E a s t w i n d D r i v e D a n a P o i n t , C A 9 2 6 2 9 p e t e @ p h i l i p s - d e s i g n . c o m 9 4 9 3 3 8 - 8 0 9 7 c . . . . Griley 2596 Crestview Dr. Residence Bay Shores Newport Beach, CA 92663 APN: 049-183-27 12.68 FS 12.63 FS 12.62 FS 12.82 FS 12.14F L 12.79T C 12.08 TG 6I N 12.15FL 12.79T C 12.18F L 12.80T C 12.22 TG 12I N S Q R 12.16 TG 6I N 1 2 . 2 1 F L 1 2 . 8 5 T C 12.79 TC 1 2 . 8 2 T C 1 2 . 2 1 F L 1 2 . 2 8 F L 1 2 . 8 9 T C 12 . 2 5 F L 12 . 8 4 T C 12.68 FS 12.62 SCO 12.74 FS 12.74 FS12.89 FS 12 . 2 9 F L 12 . 9 0 T C 12.54 FG12.81 BRICK 12.70 BRICK 12.78 BRICK 14.45 TW 14.39 TW 14.07 TW 15.81 TW 15.91 TW 15.95 TW 15.97 TW 15.95 TW 15.89 TW 15.84 TW 15.86 TW 15.82 TW TREE 1 2 I N TREE 1 5 I N 14.25 TW 12.86 BRICK 12.80 BRICK 12.66 BRICK 12.69 FS 12.46 FG 12.88 FG 12.56 FG 12.74 FG 12.69 FG 12.96 FG 13.01 FG 12.82 FG12.56 FG 12.64 FG 12.53 FG 12.67 FG 12.57 FG 12.64 FG 12.70 FG 12.65 FG 12.58 FG 12.56 FG 12.56 FG 12.56 FG 12.86 GM 12.87 BRICK 12.92 BRICK 13.25 BRICK 13.36 BRICK 13.38 BRICK 13.22 BRICK 12.55 FG 13.08 FG DBL P A L M 4 8 I N 4 PA L M S 2 4 I N 15.81 TW 12.91 BRICK 12.88 BRICK 12.93 BRICK 12.98 BRICK 13.02 BRICK 13.07 BRICK 13.04 BRICK 12.98 BRICK 13.09 BRICK 12.80 FG 13.06 FG 12.86 FG 12.50 FG 12.61 FG 12.61 FG 12.64 FG 12.72 FG 12.95 FG 12.98 FG 12.96 FG 12.85 FG 13.11 FS 13.30 THRES H 13.30 FF WO O D 13.09 BRICK 13.01 BRICK 12.92 BRICK 12.71 FG 12.78 FG 12.62 FG 12.76 BRICK 12.76 BRICK 13.34 BRICK 13.39 BRICK 13.42 FS 13.46 FF BRI C K 13.30 FG 13.53 FG 13.50 FG 13.21 FG P A L M 1 2 I N PAL M 9 I N DBL PALM 24IN PALM 18IN 12.55 FG 12.73 FG 12.59 FG 12.67 FG 13.41 BRICK 13.36 BRICK 13.05 FG 20.77 EAVE 20.86 EAVE 20.82 EAVE 20.76 EAVE 26.97 CHIM N E Y T O P 24.40 ROOF 25.64 ROOF 13.43 BRICK 13.46 BRICK 13.39 BRICK 13.37 BRICK 13.50 BRICK 13.41 FS 13.40 TG 8I N S Q R 13.44 FS 13.49 TG 8I N S Q R 13.41 TG 3I N 13.45 FS 13.49 FS 13.50 FS 13.44 FS 13.42 TG 8I N S Q R 13.47 FS 13.09 FG 13.23 FG 13.34 BRICK 24.86 EAVE 23.77 EAVE 23.08 EAVE 21.72 EAVE 19.17 EM 13.39 FS 13.31 FS 13.27 FS 13.33 EDISO N 13.13 SBC V A U L T 13.20 WM13.15 WM 13.21 SCO 13.04 SCO 13.09 CATV 13.14 CATV 13.04 SCO 12.92 CB 12.91 CB 12.88 CB 12.85 CB 13.12 WM 13.26 FS 13.21 FS 13.18 FS 13.19 FS 12.93 FL 13.03 FL 12.98 FL 13.16 FS 13.21 GFF TI L E 13.20 FS 13.18 FS 13.28 FS 13.34 FS 13.36 CONC 13.32 CONC 13.36 GFF 13.36 FS 13.06 FS 12.89 FL 12.95 FL 12.99 FL 13.27 STEP 13.30 STEP 13.08 FS13.13 FS 13.40 FG 13.19 FG12.99 CONC 13.11 CONC 13.17 FG 13.51 FG 13.51 FG 13.64 FG 13.10 FG 21.65 EAVE 22.92 EAVE 21.68 EAVE 21.73 EAVE 21.75 EAVE 21.74 EAVE 13.15 CONC 13.00 FG 13.15 TG 12I N S Q R 13.24 TC 12.96 TC 12.71 FG 12.84 BRICK 12.93 BRICK 12.98 BRICK 30.65 EAVE 13.15 SCO 35.67 EAVE 20.86 EAVE 12.86 BRICK 12.82 BRICK 12.92 FS12.86 FS 12.86 TG 3I N 12.90 FS 13.08 FS 12.93 FS 13.06 FS 13.30 THRES H 13.01 BRICK 13.02 BRICK 13.01 BRICK 12.82 FG 12.93 FG 13.01 FG 13.16 FG 12.82 FG 13.07 FG 12.94 FG 12.92 FG 13.01 FG 13.78 EM 13.13 CONC 13.13 CONC 13.23 TC 12.93 TG 3I N 12.92 TG 3I N D I A 12.82 TG 3I N 12.77 TG 4I N 12.79 TG 4IN 12.80 TG 4IN 12.84 TG 4I N 12.85 TG 4IN 13.10 TC 12.89 TC 12.87 CONC 12.87 CONC 12.86 BRICK 12.90 FS 13.00 FS 13.13 BRICK13.11 BRICK 12.88 FS 12.86 FS 12.89 GM 12.90 FS 12.85 FS 12.91 FS 13.07 STEP13.08 STEP 13.04 STEP 13.09 STEP 12.92 FS 12.93 FS 12.90 FS 12.92 FS 12.95 CONC12.93 CONC 13.24 FS 13.12 FS 12.91 CONC 12.99 CONC 12.69 FG 12.54 FG 12.52 FG 12.65 FG 12.86 BRICK 13.08 FG 13.11 FG 13.13 FG 13.39 CONC 13.32 FS 13.34 FS 13.34 FS 13.20 FG 13.18 FG 13.34 FS 19.01 TW 13.07FG 13.36FS 18.96TW 13.16FG CRESTVI E W D R I V E ARBO R D R I V E TWO S T O R Y B U I L D I N G 2596 C R E S T V I E W D R I V E NEW P O R T B E A C H , C A 9 2 6 6 3 APN: 0 4 9 - 1 8 3 - 2 7 ONE S T O R Y B U I L D I N G 2592 C R E S T V I E W D R I V E NEW P O R T B E A C H , C A 9 2 6 6 3 APN: 0 4 9 - 1 8 3 - 2 8 STOP SIGN PROPERTY LIN E PROPERTY LI N E PROPERTY LINE PROPERTY LI N E PROPERTY LIN E PROPERTY LI N E ONE S T O R Y B U I L D I N G 2602 C R E S T V I E W D R I V E TWO STORY B U I L D I N G 2586 ARB O R D R I V E ARBOR DRIVE MAILBOX L=70.28,R=138.13 L=70.28,R=138.13 GARAGE PDR DININGNOOK KITCHEN GARAGE DEN GREAT ROOMENTRY up fi r e p l a c e PDR GA L L E R Y RESIDENCE fi r e p l a c e ou t d o o r fi r e p l a c e GREAT ROOM 13.76 FF 13.76 FF 13.76 FF o u t d o o r fir e p l a c e outdoor fireplace fireplace DW C RS DW C RS L LM L LM M ML L L Date: May 24, 2022 Sheet No. L-4 Revision No. Description Scale: 1/8" = 1'-0" Project No. N PlanIrrigationSheet Title Project Name State License 1-18-23 HOA Submittal 2-23-23 City Submittal 3-27-23 City Submittal PE T E R P H I L I P S D E S I G N l a n d s c a p e a r c h i t e c t u r e l a n d s c a p e a r c h i t e c t u r e 25 6 2 2 E a s t w i n d D r i v e D a n a P o i n t , C A 9 2 6 2 9 p e t e @ p h i l i p s - d e s i g n . c o m 9 4 9 3 3 8 - 8 0 9 7 c . . . . Griley 2596 Crestview Dr. Residence Bay Shores Newport Beach, CA 92663 APN: 049-183-27 Sheet No. L-5 Revision No. Description Scale: Varies Project No. DetailsIrrigation Sheet Title Project Name State License 2 2 Date: May 24, 2022 1-18-23 HOA Submittal 2-23-23 City Submittal 3-27-23 City Submittal PE T E R P H I L I P S D E S I G N l a n d s c a p e a r c h i t e c t u r e l a n d s c a p e a r c h i t e c t u r e 25 6 2 2 E a s t w i n d D r i v e D a n a P o i n t , C A 9 2 6 2 9 p e t e @ p h i l i p s - d e s i g n . c o m 9 4 9 3 3 8 - 8 0 9 7 c . . . . Griley 2596 Crestview Dr. Residence Bay Shores Newport Beach, CA 92663 APN: 049-183-27 Sheet No. L-6 Revision No. Description Scale: Varies Project No. SpecificationsIrrigation Sheet Title Project Name State License Date: May 24, 2022 1-18-23 HOA Submittal 2-23-23 City Submittal 3-27-23 City Submittal PE T E R P H I L I P S D E S I G N l a n d s c a p e a r c h i t e c t u r e l a n d s c a p e a r c h i t e c t u r e 25 6 2 2 E a s t w i n d D r i v e D a n a P o i n t , C A 9 2 6 2 9 p e t e @ p h i l i p s - d e s i g n . c o m 9 4 9 3 3 8 - 8 0 9 7 c . . . . Griley 2596 Crestview Dr. Residence Bay Shores Newport Beach, CA 92663 APN: 049-183-27 12.68 FS 12.63 FS 12.62 FS 12.82 FS 12.14FL 12.79T C 12.08 TG 6I N 12.15F L 12.79T C 12.18F L 12.80T C 12.22 TG 12I N S Q R 12.16 TG 6I N 1 2 . 2 1 F L 1 2 . 8 5 T C 12.79 TC 1 2 . 8 2 T C 1 2 . 2 1 F L 1 2 . 2 8 F L 1 2 . 8 9 T C 12 . 2 5 F L 1 2 . 8 4 T C 12.68 FS 12.62 SCO 12.74 FS 12.74 FS12.89 FS 12 . 2 9 F L 12 . 9 0 T C 12.54 FG12.81 BRICK 12.70 BRICK 12.78 BRICK 14.45 TW 14.39 TW 14.07 TW 15.81 TW 15.91 TW 15.95 TW 15.97 TW 15.95 TW 15.89 TW 15.84 TW 15.86 TW 15.82 TW TREE 1 2 I N TREE 1 5 I N 14.25 TW 12.86 BRICK 12.80 BRICK 12.66 BRICK 12.69 FS 12.46 FG 12.88 FG 12.56 FG 12.74 FG 12.69 FG 12.96 FG 13.01 FG 12.82 FG12.56 FG 12.64 FG 12.53 FG 12.67 FG 12.57 FG 12.64 FG 12.70 FG 12.65 FG 12.58 FG 12.56 FG 12.56 FG 12.56 FG 12.86 GM 12.87 BRICK 12.92 BRICK 13.25 BRICK 13.36 BRICK 13.38 BRICK 13.22 BRICK 12.55 FG 13.08 FG DBL P A L M 4 8 I N 4 PA L M S 2 4 I N 15.81 TW 12.91 BRICK 12.88 BRICK 12.93 BRICK 12.98 BRICK 13.02 BRICK 13.07 BRICK 13.04 BRICK 12.98 BRICK 13.09 BRICK 12.80 FG 13.06 FG 12.86 FG 12.50 FG 12.61 FG 12.61 FG 12.64 FG 12.72 FG 12.95 FG 12.98 FG 12.96 FG 12.85 FG 13.11 FS 13.30 THRES H 13.30 FF WO O D 13.09 BRICK 13.01 BRICK 12.92 BRICK 12.71 FG 12.78 FG 12.62 FG 12.76 BRICK 12.76 BRICK 13.34 BRICK 13.39 BRICK 13.42 FS 13.46 FF BRI C K 13.30 FG 13.53 FG 13.50 FG 13.21 FG P A L M 1 2 I N PALM 9 I N DBL PALM 24IN PALM 18IN 12.55 FG 12.73 FG 12.59 FG 12.67 FG 13.41 BRICK 13.36 BRICK 13.05 FG 20.77 EAVE 20.86 EAVE 20.82 EAVE 20.76 EAVE 26.97 CHIM N E Y T O P 24.40 ROOF 25.64 ROOF 13.43 BRICK 13.46 BRICK 13.39 BRICK 13.37 BRICK 13.50 BRICK 13.41 FS 13.40 TG 8I N S Q R 13.44 FS 13.49 TG 8IN S Q R 13.41 TG 3IN 13.45 FS 13.49 FS 13.50 FS 13.44 FS 13.42 TG 8IN S Q R 13.47 FS 13.09 FG 13.23 FG 13.34 BRICK 24.86 EAVE 23.77 EAVE 23.08 EAVE 21.72 EAVE 19.17 EM 13.39 FS 13.31 FS 13.27 FS 13.33 EDISO N 13.13 SBC V A U L T 13.20 WM13.15 WM 13.21 SCO 13.04 SCO 13.09 CATV 13.14 CATV 13.04 SCO 12.92 CB 12.91 CB 12.88 CB 12.85 CB 13.12 WM 13.26 FS 13.21 FS 13.18 FS 13.19 FS 12.93 FL 13.03 FL 12.98 FL 13.16 FS 13.21 GFF TI L E 13.20 FS 13.18 FS 13.28 FS 13.34 FS 13.36 CONC 13.32 CON C 13.36 GFF 13.36 FS 13.06 FS 12.89 FL 12.95 FL 12.99 FL 13.27 STEP 13.30 STEP 13.08 FS13.13 FS 13.40 FG 13.19 FG12.99 CONC 13.11 CONC 13.17 FG 13.51 FG 13.51 FG 13.64 FG 13.10 FG 21.65 EAVE 22.92 EAVE 21.68 EAVE 21.73 EAVE 21.75 EAVE 21.74 EAVE 13.15 CONC 13.00 FG 13.15 TG 12I N S Q R 13.24 TC 12.96 TC 12.71 FG 12.84 BRICK 12.93 BRICK 12.98 BRICK 30.65 EAVE 13.15 SCO 35.67 EAVE 20.86 EAVE 12.86 BRICK 12.82 BRICK 12.92 FS12.86 FS 12.86 TG 3IN 12.90 FS 13.08 FS 12.93 FS 13.06 FS 13.30 THRES H 13.01 BRICK 13.02 BRICK 13.01 BRICK 12.82 FG 12.93 FG 13.01 FG 13.16 FG 12.82 FG 13.07 FG 12.94 FG 12.92 FG 13.01 FG 13.78 EM 13.13 CONC 13.13 CONC 13.23 TC 12.93 TG 3I N 12.92 TG 3I N D I A 12.82 TG 3IN 12.77 TG 4I N 12.79 TG 4IN 12.80 TG 4I N 12.84 TG 4IN 12.85 TG 4I N 13.10 TC 12.89 TC 12.87 CONC 12.87 CONC 12.86 BRICK12.90 FS 13.00 FS 13.13 BRICK13.11 BRICK 12.88 FS 12.86 FS 12.89 GM 12.90 FS 12.85 FS 12.91 FS 13.07 STEP13.08 STEP 13.04 STEP 13.09 STEP 12.92 FS 12.93 FS 12.90 FS 12.92 FS 12.95 CONC12.93 CONC 13.24 FS 13.12 FS 12.91 CONC 12.99 CONC 12.69 FG 12.54 FG 12.52 FG 12.65 FG 12.86 BRICK 13.08 FG 13.11 FG 13.13 FG 13.39 CONC 13.32 FS 13.34 FS 13.34 FS 13.20 FG 13.18 FG 13.34 FS 19.01 TW 13.07FG 13.36FS 18.96TW 13.16FG CRESTV I E W D R I V E ARBO R D R I V E TWO S T O R Y B U I L D I N G 2596 C R E S T V I E W D R I V E NEW P O R T B E A C H , C A 9 2 6 6 3 APN: 0 4 9 - 1 8 3 - 2 7 ONE S T O R Y B U I L D I N G 2592 C R E S T V I E W D R I V E NEW P O R T B E A C H , C A 9 2 6 6 3 APN: 0 4 9 - 1 8 3 - 2 8 STOP SIGN PROPERTY LI N E PROPERTY LINE PROPERTY LIN E PROPERTY L I N E PROPERTY LI N E PROPERTY L I N E ONE S T O R Y B U I L D I N G 2602 C R E S T V I E W D R I V E TWO STOR Y B U I L D I N G 2586 ARBOR D R I V E ARBOR DRIVE MAILBOX L=70.28,R=138.13 L=70.28,R=138.13 GARAGE PDR DININGNOOK KITCHEN GARAGE DEN GREAT ROOMENTRY up fir e p l a c e PDR GA L L E R Y RESIDENCE fi r e p l a c e ou t d o o r fi r e p l a c e GREAT ROOM 13.76 FF 13.76 FF 13.76 FF o u t d o o r fir e p l a c e outdoor fireplace fireplace Date: May 24, 2022 Sheet No. L-7 Revision No. Description Scale: 1/8" = 1'-0" Project No. N PlanTreeSheet Title Project Name State License 1-18-23 HOA Submittal 2-23-23 City Submittal 3-27-23 City Submittal PE T E R P H I L I P S D E S I G N l a n d s c a p e a r c h i t e c t u r e l a n d s c a p e a r c h i t e c t u r e 25 6 2 2 E a s t w i n d D r i v e D a n a P o i n t , C A 9 2 6 2 9 p e t e @ p h i l i p s - d e s i g n . c o m 9 4 9 3 3 8 - 8 0 9 7 c . . . . Griley 2596 Crestview Dr. Residence Bay Shores Newport Beach, CA 92663 APN: 049-183-27 12.68 FS 12.63 FS 12.62 FS 12.82 FS 12.14F L 12.79T C 12.08 TG 6I N 12.15FL 12.79T C 12.18FL 12.80T C 12.22 TG 12I N S Q R 12.16 TG 6IN 1 2 . 2 1 F L 1 2 . 8 5 T C 12.79 TC 1 2 . 8 2 T C 1 2 . 2 1 F L 1 2 . 2 8 F L 1 2 . 8 9 T C 1 2 . 2 5 F L 12 . 8 4 T C 12.68 FS 12.62 SCO 12.74 FS 12.74 FS12.89 FS 12 . 2 9 F L 1 2 . 9 0 T C 12.54 FG12.81 BRICK 12.70 BRICK 12.78 BRICK 14.45 TW 14.39 TW 14.07 TW 15.81 TW 15.91 TW 15.95 TW 15.97 TW 15.95 TW 15.89 TW 15.84 TW 15.86 TW 15.82 TW TREE 1 2 I N TREE 1 5 I N 14.25 TW 12.86 BRICK 12.80 BRICK 12.66 BRICK 12.69 FS 12.46 FG 12.88 FG 12.56 FG 12.74 FG 12.69 FG 12.96 FG 13.01 FG 12.82 FG12.56 FG 12.64 FG 12.53 FG 12.67 FG 12.57 FG 12.64 FG 12.70 FG 12.65 FG 12.58 FG 12.56 FG 12.56 FG 12.56 FG 12.86 GM 12.87 BRICK 12.92 BRICK 13.25 BRICK 13.36 BRICK 13.38 BRICK 13.22 BRICK 12.55 FG 13.08 FG DBL P A L M 4 8 I N 4 PA L M S 2 4 I N 15.81 TW 12.91 BRICK 12.88 BRICK 12.93 BRICK 12.98 BRICK 13.02 BRICK 13.07 BRICK 13.04 BRICK 12.98 BRICK 13.09 BRICK 12.80 FG 13.06 FG 12.86 FG 12.50 FG 12.61 FG 12.61 FG 12.64 FG 12.72 FG 12.95 FG 12.98 FG 12.96 FG 12.85 FG 13.11 FS 13.30 THRES H 13.30 FF W O O D 13.09 BRICK 13.01 BRICK 12.92 BRICK 12.71 FG 12.78 FG 12.62 FG 12.76 BRICK 12.76 BRICK 13.34 BRICK 13.39 BRICK 13.42 FS 13.46 FF BRI C K 13.30 FG 13.53 FG 13.50 FG 13.21 FG P A L M 1 2 I N PAL M 9 I N DBL PALM 24IN PALM 18IN 12.55 FG 12.73 FG 12.59 FG 12.67 FG 13.41 BRICK 13.36 BRICK 13.05 FG 20.77 EAVE 20.86 EAVE 20.82 EAVE 20.76 EAVE 26.97 CHIM N E Y T O P 24.40 ROOF 25.64 ROOF 13.43 BRICK 13.46 BRICK 13.39 BRICK 13.37 BRICK 13.50 BRICK 13.41 FS 13.40 TG 8I N S Q R 13.44 FS 13.49 TG 8I N S Q R 13.41 TG 3I N 13.45 FS 13.49 FS 13.50 FS 13.44 FS 13.42 TG 8I N S Q R 13.47 FS 13.09 FG 13.23 FG 13.34 BRICK 24.86 EAVE 23.77 EAVE 23.08 EAVE 21.72 EAVE 19.17 EM 13.39 FS 13.31 FS 13.27 FS 13.33 EDISO N 13.13 SBC V A U L T 13.20 WM13.15 WM 13.21 SCO 13.04 SCO 13.09 CATV 13.14 CATV 13.04 SCO 12.92 CB 12.91 CB 12.88 CB 12.85 CB 13.12 WM 13.26 FS 13.21 FS 13.18 FS 13.19 FS 12.93 FL 13.03 FL 12.98 FL 13.16 FS 13.21 GFF TI L E 13.20 FS 13.18 FS 13.28 FS 13.34 FS 13.36 CON C 13.32 CONC 13.36 GFF 13.36 FS 13.06 FS 12.89 FL 12.95 FL 12.99 FL 13.27 STEP 13.30 STEP 13.08 FS13.13 FS 13.40 FG 13.19 FG12.99 CONC 13.11 CONC 13.17 FG 13.51 FG 13.51 FG 13.64 FG 13.10 FG 21.65 EAVE 22.92 EAVE 21.68 EAVE 21.73 EAVE 21.75 EAVE 21.74 EAVE 13.15 CONC 13.00 FG 13.15 TG 12I N S Q R 13.24 TC 12.96 TC 12.71 FG 12.84 BRICK 12.93 BRICK 12.98 BRICK 30.65 EAVE 13.15 SCO 35.67 EAVE 20.86 EAVE 12.86 BRICK 12.82 BRICK 12.92 FS12.86 FS 12.86 TG 3I N 12.90 FS 13.08 FS 12.93 FS 13.06 FS 13.30 THRES H 13.01 BRICK 13.02 BRICK 13.01 BRICK 12.82 FG 12.93 FG 13.01 FG 13.16 FG 12.82 FG 13.07 FG 12.94 FG 12.92 FG 13.01 FG 13.78 EM 13.13 CONC 13.13 CONC 13.23 TC 12.93 TG 3IN 12.92 TG 3IN D I A 12.82 TG 3I N 12.77 TG 4I N 12.79 TG 4I N 12.80 TG 4IN 12.84 TG 4I N 12.85 TG 4I N 13.10 TC 12.89 TC 12.87 CON C 12.87 CONC 12.86 BRICK12.90 FS 13.00 FS 13.13 BRICK13.11 BRICK 12.88 FS 12.86 FS 12.89 GM 12.90 FS 12.85 FS 12.91 FS 13.07 STEP 13.08 STEP 13.04 STEP 13.09 STEP 12.92 FS 12.93 FS 12.90 FS 12.92 FS 12.95 CONC12.93 CONC 13.24 FS 13.12 FS 12.91 CONC 12.99 CONC 12.69 FG 12.54 FG 12.52 FG 12.65 FG 12.86 BRICK 13.08 FG 13.11 FG 13.13 FG 13.39 CONC 13.32 FS 13.34 FS 13.34 FS 13.20 FG 13.18 FG 13.34 FS 19.01 TW 13.07FG 13.36FS 18.96TW 13.16FG CRESTVI E W D R I V E ARBO R D R I V E TWO S T O R Y B U I L D I N G 2596 C R E S T V I E W D R I V E NEW P O R T B E A C H , C A 9 2 6 6 3 APN: 0 4 9 - 1 8 3 - 2 7 ONE S T O R Y B U I L D I N G 2592 C R E S T V I E W D R I V E NEW P O R T B E A C H , C A 9 2 6 6 3 APN: 0 4 9 - 1 8 3 - 2 8 STOP SIGN PROPERTY LINE PROPERTY LI N E PROPERTY L I N E PROPERTY LIN E PROPERTY LINE PROPERTY LIN E ONE S T O R Y B U I L D I N G 2602 C R E S T V I E W D R I V E TWO STORY B U I L D I N G 2586 ARB O R D R I V E ARBOR DRIVE MAILBOX L=70.28,R=138.13 L=70.28,R=138.13 GARAGE PDR DININGNOOK KITCHEN GARAGE DEN GREAT ROOMENTRY up fir e p l a c e PDR GA L L E R Y RESIDENCE fi r e p l a c e ou t d o o r fi r e p l a c e GREAT ROOM 13.76 FF 13.76 FF 13.76 FF ou t d o o r fir e p l a c e outdoorfireplace fireplace Date: May 24, 2022 Sheet No. L-8 Revision No. Description Scale: 1/8" = 1'-0" Project No. N PlanPlantingSheet Title State License Project Name 1-18-23 HOA Submittal 2-23-23 City Submittal 3-27-23 City Submittal PE T E R P H I L I P S D E S I G N l a n d s c a p e a r c h i t e c t u r e l a n d s c a p e a r c h i t e c t u r e 25 6 2 2 E a s t w i n d D r i v e D a n a P o i n t , C A 9 2 6 2 9 p e t e @ p h i l i p s - d e s i g n . c o m 9 4 9 3 3 8 - 8 0 9 7 c . . . . Griley 2596 Crestview Dr. Residence Bay Shores Newport Beach, CA 92663 APN: 049-183-27 Sheet No. L-9 Revision No. Description Scale: Varies Project No. DetailsPlanting Sheet Title Project Name State License Date: May 24, 2022 PE T E R P H I L I P S D E S I G N l a n d s c a p e a r c h i t e c t u r e l a n d s c a p e a r c h i t e c t u r e 25 6 2 2 E a s t w i n d D r i v e D a n a P o i n t , C A 9 2 6 2 9 p e t e @ p h i l i p s - d e s i g n . c o m 9 4 9 3 3 8 - 8 0 9 7 c . . . . 1-18-23 HOA Submittal 2-23-23 City Submittal 3-27-23 City Submittal Griley 2596 Crestview Dr. Residence Bay Shores Newport Beach, CA 92663 APN: 049-183-27 Sheet No. L-10 Revision No. Description Scale: Varies Project No. SpecificationsPlanting Sheet Title Project Name State License Date: May 24, 2022 1-18-23 HOA Submittal 2-23-23 City Submittal 3-27-23 City Submittal PE T E R P H I L I P S D E S I G N l a n d s c a p e a r c h i t e c t u r e l a n d s c a p e a r c h i t e c t u r e 25 6 2 2 E a s t w i n d D r i v e D a n a P o i n t , C A 9 2 6 2 9 p e t e @ p h i l i p s - d e s i g n . c o m 9 4 9 3 3 8 - 8 0 9 7 c . . . . Griley 2596 Crestview Dr. Residence Bay Shores Newport Beach, CA 92663 APN: 049-183-27 PR E C I S E G R A D I N G P L A N FO R G R I L E Y R E S I D E N C E 25 9 6 C R E S T V I E W D R I V E NE W P O R T B E A C H , C A 9 2 6 6 3 JOB NO. DATE SHEET NO. REVISIONS 23002 NO. REVISION DATE SHEET NO. OF 5 2/21/2023 28 0 5 2 C A M I N O C A P I S T R A N O , S T E 2 1 3 LA G U N A N I G U E L , C A 9 2 6 7 7 94 9 . 4 6 4 . 8 1 1 5 i n f o @ c i v i l s c a p e s . c o m G: \ P r o j e c t s \ 2 3 0 0 2 2 5 9 6 C r e s t v i e w D r , N B \ D W G \ 2 3 0 0 2 . G R A D I N G - C R E S T V I E W . d w g 1 C1 TI T L E S H E E T 1.ALL WORK SHALL CONFORM TO CHAPTER 15 OF THE NEWPORT BEACH MUNICIPAL CODE (NBMC), THE PROJECT SOILS REPORT AND SPECIAL REQUIREMENTS OF THE PERMIT. 2. DUST SHALL BE CONTROLLED BY WATERING AND/OF JUST PALLIATIVE. 3. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING CONSTRUCTION PERIOD. 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. 5. NOISE, EXCAVATION, DELIVERY AND REMOVAL SHALL BE CONTROLLED PER SECTION 10-28 OF THE NBMC. 6. THE STAMPED SET OF THE APPROVED PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. 7. PERMITTEE AND CONTRACTOR ARE RESPONSIBLE FOR LOCATING AND PROTECTING UTILITIES. 8. APPROVED SHORING, DRAINAGE PROVISION AND PROTECTIVE MEASURES MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING OPERATION. 9. CESSPOOLS AND SEPTIC TANKS SHALL BE ABANDONED IN COMPLIANCE WITH THE UNIFORM PLUMBING CODE AND APPROVED BY THE BUILDING OFFICIAL. 10. HAUL ROUTES FOR IMPORT OR EXPORT OF MATERIALS SHALL BE APPROVED BY THE CITY TRAFFIC ENGINEER AND PROCEDURES SHALL CONFORM WITH CHAPTER 15 OF THE NBMC. 11. POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL BUILDINGS AND SLOPE AREAS. 12. FAILURE TO REQUEST INSPECTIONS AND/OR HAVE REMOVABLE EROSION CONTROL DEVICES ON-SITE AT THE APPROPRIATE TIMES SHALL RESULT IN A "STOP WORK" ORDER. 13. ALL PLASTIC DRAINAGE PIPES SHALL CONSIST OF PVC (SDR 35) WITH GLUED JOINTS. 14. NO PAINT, PLASTER, CEMENT, SOIL, MORTAR OR OTHER RESIDUE, SHALL BE ALLOWED TO ENTER STREETS CURBS, GUTTERS OR STORM DRAINS. ALL MATERIALS AND WASTES SHALL BE REMOVED FROM THE SITE. GENERAL NOTES CITY OF NEWPORT BEACH, CALIFORNIA COUNTY OF ORANGE C1 TITLE SHEET C2 GRADING PLAN C3 STORM DRAIN PLAN C4 EROSION CONTROL PLAN C5 GEOTECHNICAL NOTES SHEET INDEX 2596 CRESTVIEW DRIVE NEWPORT BEACH, CA 92663 APN: 049-183-27 PRECISE GRADING PLAN WILL ROLPH CIVILSCAPES ENGINEERING, INC. 28052 CAMINO CAPISTRANO, STE 213 LAGUNA NIGUEL, CA 949.464.8115 WILL@CIVILSCAPES.COM SURVEYOR 1. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT IS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 2. NO UTILITY SEARCH WAS CONDUCTED. A UTILITY SEARCH BY THE CONTRACTOR SHALL BE CONDUCTED AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES FOUND ON THE SITE AND TO NOTIFY THE OWNERS OF THE UTILITIES IMMEDIATELY UPON THEIR DISCOVERY. 3. EARTHWORK AND OTHER CONSTRUCTION ITEM QUANTITIES SHOWN ON THESE PLANS ARE ESTIMATES FOR PERMITTING PURPOSES ONLY AND SHALL NOT USED FOR CONSTRUCTION COST ESTIMATES OR FOR BIDDING PURPOSES. THE CONTRACTOR SHALL DEVELOP OWN QUANTITIES FOR BIDDING PURPOSES. 4. A SOILS INVESTIGATION MUST BE MADE BY A QUALIFIED SOILS ENGINEER AND/OR GEOLOGIST. SOIL AND EARTH ACCEPTABILITY ARE NOT UNDER PURVIEW OR THE RESPONSIBILITY OF THE DESIGN ENGINEER FOR THIS PLAN. CIVILSCAPES ENGINEERING DOES NOT TEST OR OBSERVE SOIL CONDITIONS PRIOR TO, DURING OR AFTER CONSTRUCTION AND HAS NO RESPONSIBILITY FOR SOILS (EARTH) STRUCTURES. 5. ALL RETAINING WALL DESIGNS ARE TO BE BUILT PER STRUCTURAL ENGINEER'S PLAN AND PER SEPARATE PLAN AND PERMIT. 6. REFER TO SOILS REPORT FOR GRADING RECOMMENDATIONS. 7. CONTRACTOR SHALL VERIFY EXISTING ELEVATION, PROTECT ALL EXISTING UTILITIES, AND DOWNSTREAM DRAIN. 8. TOPOGRAPHIC SURVEY SHOWN HEREON FOR REFERENCE PURPOSES ONLY. 9. TOPOGRAPHIC SURVEY PREPARED BY: APEX LAND SURVEYING, INC., 8512 OXLEY CIRCLE, HUNTINGTON BEACH, CA. PHONE: 714-488-5006. 10. VERIFY EXISTING TOPOGRAPHIC ELEVATIONS AND NOTIFY CIVILSCAPES ENGINEERING OF ANY CONFLICTS PRIOR TO CONSTRUCTION. 11. NO UTILITY SEARCH WAS CONDUCTED. CONTRACTOR SHALL PROTECT UTILITIES OR STRUCTURES FOUND ON THE SITE AND NOTIFY CIVILSCAPES ENGINEERING OF ANY CONFLICTS. 12. EXTERIOR FOUNDATIONS WALLS SHALL COMPLY WITH THE DETAILS AS SHOWN BELOW: 13. PAD ELEVATION IS ASSUMED TO BE BASED ON ARCHITECTURAL FLOOR PLAN WITH AT LEAST 5" THICK CONCRETE AND 4" THICK BASE WITH VAPOR BARRIER PER SOILS REPORT. CONTRACTOR TO VERIFY WITH LATEST APPROVED SOILS REPORT AND STRUCTURAL ENGINEER FOR EXACT SLAB RECOMMENDATIONS. 14. A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIRED BEFORE THE BUILDING DEPARTMENT PERMIT FINAL CAN BE ISSUED. AT THE TIME OF PUBLIC WORKS DEPARTMENT INSPECTION, IF AN OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED, NEW CONCRETE SIDEWALK, CURB AND GUTTER, AND ALLEY/STREET PAVEMENT WILL BE REQUIRED AND 100% PAID BY THE OWNER. SAID DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. 15. AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHIN THE PUBLIC RIGHT OF WAY. AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STANDARD IMPROVEMENTS WITHIN THE PUBLIC RIGHT-OF-WAY. 16. ALL WORK RELATED TO WATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-34 LICENSED PIPELINE CONTRACTOR OR AN A LICENSED GENERAL ENGINEERING CONTRACTOR. 17. ALL WORK RELATED TO WASTEWATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-42 LICENSED SANITATION SEWER CONTRACTOR OR AN A LICENSED GENERAL ENGINEERING CONTRACTOR. 18. EXISTING STREET TREE(S) SHALL BE PROTECTED IN PLACE. 19. REMOVE EXISTING NON-GRASS PARKWAY ELEMENTS BETWEEN SIDEWALK AND CURB. REPLACE WITH SOD TO MATCH EXISTING AS REQUIRED. 20. REFER TO SOILS REPORT FOR GRADING RECOMMENDATIONS AND OVER-EXCAVATION REMOVALS AND COMPACTION REQUIREMENTS. 21. PIPE MATERIAL MAY BE SUBSTITUTED IF APPROVED BY ENGINEER. 22. INCLUDE ALL REQUIRED JOINTS AND FITTINGS. PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. 23. UTILITIES SHALL BE CONSTRUCTED AND INSTALLED PER CALIFORNIA PLUMBING CODE AND CITY PLUMBING CODE. SERVICE LINES AND METER SIZES SHALL BE CONFIRMED BY PLUMBING ENGINEER OR CONTRACTOR PRIOR TO CONSTRUCTION. 24. CONSTRUCT TRENCH, BEDDING, AND BACKFILL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS, ASTM D 2321, AND SOILS REPORT. 25. ALL FIXTURES, EQUIPMENT, PIPING AND MATERIALS SHALL BE LISTED. 26. CONTRACTOR SHALL VERIFY ELEVATION PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. 27. ALL PRIVATE IRRIGATION SPRINKLER HEADS SHALL BE INSTALLED AND POSITIONED IN A MANNER THAT WILL NOT CAUSE IRRIGATION OVERSPRAY ONTO THE PUBLIC RIGHT-OF-WAY. NOTES TO OWNER, CONTRACTOR, & ARCHITECT BRIAN AND ROCIO GRILEY 2596 CRESTVIEW DRIVE NEWPORT BEACH, CA 92663 OWNER EARTHWORK QUANTITIES 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. 3. ALL FILLS SHALL BE COMPACTED THROUGHOUT TO THE MINIMUM OF 90 PERCENT RELATIVE COMPACTION AS DETERMINED BY ASTM TEST METHOD 1557, AND APPROVED BY THE SOILS ENGINEER. COMPACTION TEST SHALL BE PERFORMED APPROXIMATELY EVERY TWO FEET IN VERTICAL HEIGHT AND OF SUFFICIENT QUANTITY TO ATTEST TO THE OVERALL COMPACTION EFFORT APPLIED TO THE FILL AREAS. 4. AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL VEGETATION AND DEBRIS, SCARIFIED AND APPROVED BY THE SOILS ENGINEER PRIOR TO PLACING OF THE FILL. 5. FILLS SHALL BE KEYED OR BENCHED INTO COMPETENT MATERIAL. 6. ALL EXISTING FILLS SHALL BE APPROVED BY THE SOILS ENGINEER OR REMOVED BEFORE ANY ADDITIONAL FILLS ARE ADDED. 7. ANY EXISTING IRRIGATION LINES AND CISTERNS SHALL BE REMOVED OR CRUSHED IN PLACE AND BACKFILLED AND APPROVED BY THE SOILS ENGINEER. 8. THE EXACT LOCATION OF THE SUBDRAINS SHALL BE SURVEYED IN THE FIELD FOR LINE AND GRADE. 9. ALL TRENCH BACKFILLS SHALL BE COMPACTED THROUGHOUT THE MINIMUM OF 90 PERCENT RELATIVE COMPACTION, AND APPROVED BY THE SOILS ENGINEER. THE BUILDING DEPARTMENT MAY REQUIRE CORING OF CONCRETE FLATWORK PLACED OVER UNTESTED BACKFILLS TO FACILITATE TESTING. 10. THE STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE BUILDING DEPARTMENT. 11. ALL CUT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY AN ENGINEERING GEOLOGIST TO DETERMINE IF ANY STABILITY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, THE ENGINEERING GEOLOGISTS SHALL RECOMMEND AND SUBMIT NECESSARY TREATMENT TO THE BUILDING DEPARTMENT FOR APPROVAL. 12. WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPE IS DETERMINED TO BE NECESSARY BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, THE SOILS ENGINEER WILL OBTAIN APPROVAL OF DESIGN, LOCATIONS AND CALCULATIONS FROM THE BUILDING DEPARTMENT PRIOR TO CONSTRUCTION. 13. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL INSPECT AND TEST THE CONSTRUCTION OF ALL BUTTRESS FILLS AND ATTEST TO THE STABILITY OF THE SLOPE AND ADJACENT STRUCTURES UPON COMPLETION. 14. THE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS DURING GRADING. 15. NOTIFICATION OF NONCOMPLIANCE: IF IN THE COURSE OF FULFILLING THEIR RESPONSIBILITY, THE CIVIL ENGINEER, THE SOILS ENGINEER, THE ENGINEERING GEOLOGIST OR THE TESTING AGENCY FINDS THAT THE WORK IS NOT BEING DONE IN CONFORMANCE WITH THE APPROVED GRADING PLANS, THE DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE PERSON IN CHARGE OF THE GRADING WORK AND TO THE BUILDING INSPECTOR. RECOMMENDATIONS FOR CORRECTIVE MEASURES, IF NECESSARY, SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR APPROVAL. GRADING NOTES 1. ALL LOOSE SOIL AND DEBRIS SHALL BE REMOVED FROM PAVED SURFACES. AREAS UPON STARTING OPERATIONS, AND PERIODICALLY THEREAFTER. 2. SEDIMENT CONTROL MEASURES (I.E. GRAVEL BAGS OR EQUIVALENT) SHALL BE IMPLEMENTED AT THE PERIMETER OF ALL DISTURBED SOIL AREAS TO CONTROL RUN-ON AND RUN-OFF. 3. GRAVEL BAGS AND NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES, WHEN RAIN IS IMMINENT. A STAND-BY CREW SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. 4. MATERIALS AND WASTE WITH THE POTENTIAL TO POLLUTE URBAN RUN-OFF SHALL BE USED IN ACCORDANCE WITH LABEL DIRECTIONS AND SHALL BE STORED IN A MANNER THAT EITHER PREVENTS CONTACT WITH RAINFALL OR CONTAINS CONTAMINATED RUN-OFF FOR TREATMENT AND DISPOSAL. EROSION CONTROL NOTES SITE ADDRESS: 2596 CRESTVIEW DR., NEWPORT BEACH APN: 049-183-27 GENERAL PLAN LAND USE: RS-D SINGLE UNIT RESIDENTIAL DETACHED ZONING DISTRICT: R-1 SINGLE-UNIT RESIDENTIAL COSTAL ZONE: YES SITE DATA:ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS. YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT. CC&R'S 1. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT. 2. A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIRED BEFORE THE BUILDING DEPARTMENT PERMIT FINAL CAN BE ISSUED. AT THE TIME OF PUBLIC WORKS DEPARTMENT INSPECTION, IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED, NEW CONCRETE SIDEWALK, CURB AND GUTTER, AND ALLEY/STREET PAVEMENT WILL BE REQUIRED. ADDITIONALLY, IF EXISTING UTILITIES INFRASTRUCTURE ARE DEEMED SUBSTANDARD, A NEW 1-INCH WATER SERVICE, WATER METER BOX, SEWER LATERAL AND/OR CLEANOUT WITH BOX AND LID WILL BE REQUIRED. 100% OF THE COST SHALL BE BORNE BY THE PROPERTY OWNER (MUNICIPAL CODES 14.24.020 AND 14.08.030). SAID DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. CONTRACTOR IS RESPONSIBLE TO MAINTAIN THE PUBLIC RIGHT OF WAY AT ALL TIMES DURING THE CONSTRUCTION PROJECT. A STOP WORK NOTICE MAY BE ISSUED FOR ANY DAMAGE OR UNMAINTAINED PORTION OF THE PUBLIC RIGHT OF WAY. 3. AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STANDARD IMPROVEMENTS WITHIN THE PUBLIC RIGHT OF WAY. ALL NON-STANDARD IMPROVEMENTS SHALL COMPLY WITH CITY COUNCIL POLICY L-6. 4. CONTRACTOR REMOVE ALL EXISTING DECORATIVE MATERIAL WITHIN THE PUBLIC RIGHT-OF-WAY. 5. ALL LANDSCAPING WITHIN THE PUBLIC RIGHT-OF-WAY SHALL HAVE A MAXIMUM GROWTH CHARACTERISTIC OF 36-INCHES. 6. ALL PRIVATE IRRIGATION SPRINKLER HEADS SHALL BE INSTALLED AND POSITIONED IN A MONNER THAT WILL NOT CAUSE IRRIGATION OVERSPRAY ONTO THE PUBLIC RIGHT-OF-WAY. PUBLIC WORKS NOTES ARCHITECT C.J. LIGHT ASSOCIATES 1401 QUAIL STREET, SUITE 120 NEWPORT BEACH, CA 92660 949.851.8345 RAW CUT 7 CUBIC YARDS RAW FILL 12 CUBIC YARDS OVER EXCAVATION 358 CUBIC YARDS SHRINKAGE 5%±18 CUBIC YARDS NET 23 CUBIC YARDS (IMPORT) THIS GRADING PLAN HAS BEEN REVIEWED BY THE UNDERSIGNED AND FOUND TO BE IN CONFORMANCE WITH THE RECOMMENDATIONS AS OUTLINED IN THE FOLLOWING SOILS REPORT FOR THIS PROJECT ENTITLED: GEOTECHNICAL ENGINEERING INVESTIGATION PROJECT No.: 629221-01 DATED: DECEMBER 17, 2021 FIRM NAME: COAST GEOTECHNICAL, INC. GEOTECHNICAL CERTIFICATION REFER TO GEOTECHNICAL INVESTIGATION FOR ADDITIONAL INFORMATION: COAST GEOTECHNICAL, INC. 1200 WEST COMMONWEALTH AVE. FULLERTON, CA 92833 714.870.1211 SOILS ENGINEER NOTE: SURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTY CORNERS OR OFFSETS BEFORE GRADING. NO SCALE VICINITY MAP CIVIL ENGINEER/ PROJECT SITE 2596 CRESTVIEW DR. 12.22TG 12I N S Q R 12.16TG 6I N 1 2 . 2 1 F L 1 2 . 8 5 T C 1 2 . 8 2 T C 1 2 . 2 1 F L 1 2 . 2 8 F L 1 2 . 8 9 T C 12 . 2 5 F L 1 2 . 8 4 T C 12.68 FS12.62 SCO 12.74 FS 12.74 FS 12.89 FS 1 2 . 3 9 F S 1 2 . 8 0 T C 12.54 FG 12.81 BRICK 12.70 BRICK 12.78 BRICK 14.45 TW 14.39 TW 14.07 TW 15.81 TW 15.91 TW 15.95 TW15.97 TW15.95 TW 15.89 TW 15.84 TW15.86 TW 15.82 TW TREE 1 2 I N TREE 1 5 I N 14.25 TW 12.86 BRICK 12.80 BRICK 12.66 BRICK 12.69 FS 12.46 FG12.88 FG 12.56 FG 12.74 FG 12.69 FG 12.96 FG 13.01 FG 12.82 FG 12.56 FG 12.64 FG 12.53 FG 12.67 FG 12.57 FG 12.64 FG 12.70 FG 12.65 FG 12.58 FG12.56 FG12.56 FG12.56 FG 12.86 GM 12.87 BRICK 12.92BRICK 13.25 BRICK 13.36 BRICK 13.38 BRICK 13.22 BRICK 12.55 FG 13.08 FG DBL P A L M 4 8 I N 4 PA L M S 2 4 I N 15.81 TW 12.91BRICK 12.88 BRICK 12.93 BRICK 12.98 BRICK 13.02 BRICK 13.07 BRICK 13.04 BRICK 12.98 BRICK 13.09 BRICK 12.F 13.06 FG 12.86 FG 12.50 FG 12.61 FG 12.61 FG 12.64 FG 12.72 FG 12.95 FG 12.98 FG 12.96 FG 12.85 FG 13.11 13.09 BRICK 13.01 BRICK 12.92 BRICK 12.71 FG 12.78 FG 13.46FF BRI C K 13.30 FG 13.41BRICK 13.36BRICK 13.05 FG 20.77 EAVE 20.86 EAVE 20.82 EAVE 20.76 EAVE 25.64 ROOF 13.43 BRICK 13.46 BRICK 13.39 BRICK 13.37 BRICK 13.50 BRICK 13.41 FS 13.40TG 8I N S Q R 13.45 13.49 FS 13.50 FS 13.44 FS 13.42TG 8I N S Q R 13.47 FS 13.09 FG 13.23 FG 13.34 BRICK 24.86 EAVE 23.77 EAVE 23.08 EAVE 21.72 EAVE 19.17 EM 13.39 FS 13.31 FS 13.27 FS 13.33EDISO N 13.13SBC V A U L T 13.20 WM13.15 WM 13.21 SCO 13.04 SCO 13.09 CATV 13.14 CATV 13.04 SCO 12.92 CB 12.91 CB 12.88 CB12.85 CB 13.12 WM 13.26 FS 13.21 FS 13.18 FS 13.01 FL 13.29 FS 13.19 FS 12.93 FL13.03 FL 12.98 FL 13.16 FS FF TILE 13.20 FS 13.18 FS 13.28 FS 13.34 FS 13.36 CONC 13.32 CONC 13.36 GFF 13.36 FS 13.06 12.89 FL 12.95 FL 12.99 FL 13.27 STEP 13.30 STEP 13.08 FS 13.13 FS 13.40 FG 12.99 CON C 13.11 CONC 21.65 EAVE 22.92 EAVE 21.68 EAVE 21.73 EAVE 21.75 EAVE C.24TC 12.96 TC 30.65 EAVE 13.15 SCO 35.67 EAVE 20.86 EAVE 12.86 BRICK 13.01 BRICK 13.02 BRICK 13.01BRICK 1 12.93 FG 13.16 FG 13.01 FG 13.78 EM 13.13CON C 13.13 CONC 13.23 TC 12.92 IN DIA .77 4IN 10 12.89 TC 12.87 CONC 2.87 NC.86 K 13.00 FS K 13.11BRICK 12.88 FSFS 12.90 FS .85S 12.91 FS 13.07 STEP .08EP 9 12.93 FS 12.90 FS 2 .95 C 12.93 CON C 13.24 FS 13.12 FS 12.91 CONC 12.99 CONC 12.69 FG 12.54 FG 12.52 FG 12.65 FG 12.86 BRICK CRES T V I E W D R I V E ONE S T O R Y B U I L D I N G 2592 A R B O R D R I V E NEW P O R T B E A C H , C A 9 2 6 6 3 STOP S I G N PROP E R T Y L I N E PROP E R T Y L I N E PROP E R T Y L I N E PROP E R T Y L I N E ON E S T O R Y B U I L D I N G 26 0 2 C R E S T V I E W D R I V E ALLEY L=70.28,R=138.13 4'SYSB 1 0 ' UT I L I T Y E S M T OLD LOT LINE 4'SYSB 4'SYSB 10 ' R Y S B NEW LOT LINE PROPOSED RESIDENCE FF=13.30 FF=13.30 FS=13.05 FF = 1 3 . 3 0 FG = 1 2 . 8 0 FF = 1 3 . 3 0 FS = 1 3 . 0 5 FS=13.05 FF=13.30 GFF=13.22 GFF=13.18 GFF=12.96 TG=12.88 (13.22)FS (13.16)FS 1. 0 % 5. 3 % 4. 0 % 13.18GFF12.93FG3"STEP 13.30FF13.22GFF1"STEP 13.22GFF13.09FS1-1/2"STEP FS=12.92 2%2% 13.30FF13.05FS3"STEP 13.05FS 13.05FS13.05FS 13.05FS (12.84)TC 2. 0 % 13.02FS,HP 13.05FS 12.81TG 12.79TG 13.01FS13.01FS 13.01FS 12.94FS 2. 0 % 13.05FS EXISTING STREETTREES TO REMAIN 12.91FS 12.91FS 2 . 0 % 12.91FS PROPOSEDMAILBOX 12.91FS 2. 0 % 12.90TG 12.87FL,HP 12.77TG 12.95FG 12.77TG10.55INV 13.05FS 13.05FS 13.05FS 13.05FS 2% 2% 2% 2% 2% 2% 12.98FS12.94FG 12.84TG11.24INV 12.84TG 12.84TG 12.84TG11.84INV 12.94FL,HP 12.94FL,HP 12.94FL,HP 12.98FS12.94FG 12.98FS 12.98FS 12.95FS 12.95FS 13.09FS 13.09FS 13.05FS 13.01FS 2.0 % 2.0%2.0 % 2.0% 2% 12.65TG11.26INV 12.65TG11.11INV 13.01FS 13.01FS12.90FS 12.85FS 12.92FS 12.72FL,HP 2.0% 2.0%2.0%2 . 0 % 12.88TG11.50INV 13.00FG 2.0% 13.00FG 12.80TG11.65INV 2.0% 12.92FL,HP 12.93FG 12.80TG 12.90FS 12.90FS 12.88FG 12.83TG11.83INV (13.21)FS 12.87FL,HP 12.88TG12.40INV 12.88TG 12.84TG11.84INV 12.77TG 12.65TG 1% 1% 1% 1% 1% 1% 1% 1% 1 % 2 % 1%1% 1 1 1 1 1 1 2 3 3 3 3 3 3 6 6 6 6 6 7 8 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 10 10 11 CRES T V I E W D R I V E 12.92FS 12.85FS 12.80FS 13.30GFF13.05FS3"STEP (13.13)FS GFF= 1 3 . 3 0 GFF= 1 3 . 0 9 FS= 1 3 . 0 5 TG= 1 2 . 9 7 13.14FS 13.05FS12.95FG 13.05FS 13.05 12.95FG 13.05FS12.95FG 12.95FS12.90FG 12.95FS12.90FG 12.95FS12.90FG 12.95FS12.85FG 13.05FS (13.13)FS 13.05FS 12.90FG 13.05FS 12.95FS 12.95FS 12.76FL,HP FA C E O F P R O P . B L D G W A L L FF=13.30 12.80FL 12.88TG12.93FG 12.91FS P/L (12.87)TC(12.27)FL2.0%2.0% SECTION A-A SCALE: 1"=4' EXISTING GROUND 3' ± OVER-EXCAVATION LIMITS PER GEOTECHNICAL RECOMMENDATIONS AND TO BE VERFIED IN FIELD BY SOILS ENGINEER TEMPORARY 1:1 SLOPE TO OVER-EX FA C E O F P R O P . B L D G W A L L FF=13.30 12.84TG P/L EXISTING BUILDING (ADJACENT NEIGHBOR)13.05FS (12.6)FG EXISTING GROUND EXISTING WALL/ FENCE TO REMAIN 2.0% SECTION B-B SCALE: 1"=4' 3' ± OVER-EXCAVATION LIMITS PER GEOTECHNICAL RECOMMENDATIONS AND TO BE VERFIED IN FIELD BY SOILS ENGINEER TEMPORARY 1:1 SLOPE TO OVER-EX FA C E O F P R O P . B L D G W A L L FF=13.30 12.96GFF12.92FS 13.22GFF12.88TG P/L ESMT (13.17)FS(12.95)FL 1.0%2.0%4.9% 10'UTILITY EASEMENT EXISTING GROUND EXISTING IMPROVEMENTS WITHIN EASEMENT TO REMAIN SECTION C-C SCALE: 1"=4' OVER-EXCAVATION LIMITS PER GEOTECHNICAL RECOMMENDATIONS AND TO BE VERFIED IN FIELD BY SOILS ENGINEER TEMPORARY 1:1 SLOPE TO OVER-EX 3' ± 2 C2 GR A D I N G P L A N PR E C I S E G R A D I N G P L A N FO R G R I L E Y R E S I D E N C E 25 9 6 C R E S T V I E W D R I V E NE W P O R T B E A C H , C A 9 2 6 6 3 JOB NO. DATE SHEET NO. REVISIONS 23002 NO. REVISION DATE SHEET NO. OF 5 2/21/2023 28 0 5 2 C A M I N O C A P I S T R A N O , S T E 2 1 3 LA G U N A N I G U E L , C A 9 2 6 7 7 94 9 . 4 6 4 . 8 1 1 5 i n f o @ c i v i l s c a p e s . c o m G: \ P r o j e c t s \ 2 3 0 0 2 2 5 9 6 C r e s t v i e w D r , N B \ D W G \ 2 3 0 0 2 . G R A D I N G - C R E S T V I E W . d w g CONSTRUCTION NOTES HARDSCAPE PER ARCHITECT'S PLAN. DRIVEWAY PER ARCHITECT'S PLAN. PLANTER AREA PER ARCHITECT'S PLAN. WALL OR FENCE PER ARCHITECT'S PLAN. CONNECT DOWNSPOUT TO ONSITE STORM DRAIN SYSTEM PER DETAIL ON SHEET C3. CONSTRUCT FLOWLINE PER DETAIL HEREON. IF EXISTING METER IS SUBSTANDARD, REMOVE AND REINSTALL 1-INCH WATER METER PER CITY OF NEWPORT BEACH STANDARD DRAWING STD 502. PROTECT SERVICE LINE FROM METER TO WATER MAIN. METER AND SERVICE SIZE SHALL BE CONFIRMED BY MEP CONSULTANT. FIELD VERIFY LOCATION AND CONDITION OF EXISTING SEWER LATERAL TO SATISFACTION OF CITY ENGINEER. REMOVE EXISTING CLEANOUT AND PROVIDE NEW SEWER CLEANOUT WITH TRAFFIC RATED BOX PER CITY OF NEWPORT BEACH STANDARD DRAWING STD 406. FURNISH & INSTALL 6" NDS SPEE-D BASIN W/6" GREEN ATRIUM GRATE PER DETAIL ON SHEET C3. FURNISH & INSTALL 6" NDS SPEE-D BASIN W/6" BRASS SQUARE GRATE PER DETAIL ON SHEET C3. 6-INCH WIDE NDS TRENCH DRAIN W/ TRAFFIC RATED GRATE. 1 2 3 4 5 6 7 8 9 10 11 TOP OF WALL FINISHED SURFACE FLOW LINE FINISHED GRADE GRADE BREAK HIGH POINT LEGEND INVERT TOP OF GRATE FINISHED FLOOR ELEVATION TW FS FL FG GB HP INV TG FF TOP OF COPING OR TOP OF CURBTC GARAGE FINISHED FLOORGFF PROPERTY LINE AND LIMIT-OF-WORK OR EXISTING ELEVATION; CONTRACTOR SHALL FIELD VERIFY ELEVATIONS PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES TO CIVILSCAPES ENGINEERING102.6 (102.6) EXISTING GRADEEG EXISTING SPOT ELEVATION( ) PROPOSED WALL TOP OF RETAINING WALLTRW TOP OF SLOPETOP TOP OF RAILINGTR TOP OF STEMWALLTS BUILDING STEMWALL HARDSCAPE PER ARCH. PLAN NATURAL GRADENG BIORETENTION AREA PER DETAIL ON SHEET C4 ALL WORK RELATED TO WASTEWATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-42 LICENSED SANITATION SEWER CONTRACTOR OR AN A LICENSED GENERAL ENGINEERING CONTRACTOR. *** ALL WORK RELATED TO WATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-34 LICENSED PIPELINE CONTRACTOR OR AN A LICENSED GENERAL ENGINEERING CONTRACTOR. **** *** **** FL PERPLAN 2% MIN. HARDSCAPE/LANDSCAPE PER PLAN 2% MIN. FLOWLINE DETAIL NO SCALE6 1. CONTRACTOR SHALL USE CITY STANDARD FORM '30-DAY NOTICE OF INTENT TO EXCAVATE' TO NOTIFY ADJACENT PROPERTY OWNERS BY CERTIFIED MAIL 30 DAYS PRIOR TO STARTING EXCAVATION OR SHORING. CITY STANDARD FORM CAN BE OBTAINED AT: http://www.newportbeachca.gov/home/showdocument?id=17395. PROOF OF CERTIFIED DELIVERY IS REQUIRED AT THE TIME OF PERMIT ISSUANCE. 2. CAL-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5’ AND FOR SHORING AND/OR UNDERPINNING. 3. CONTINUOUS SPECIAL INSPECTION, PER SECTION 1705.6, SHALL BE PERFORMED BY THE GEOTECHNICAL ENGINEER DURING SHORING AND EXCAVATION OPERATIONS AND DURING REMOVAL OF SHORING. TRENCH AND EXCAVATION NOTE 12.22TG 12I N S Q R 12.16TG 6I N 1 2 . 2 1 F L 1 2 . 8 5 T C 1 2 . 8 2 T C 1 2 . 2 1 F L 1 2 . 2 8 F L 1 2 . 8 9 T C 12 . 2 5 F L 1 2 . 8 4 T C 12.68 FS12.62 SCO 12.74 FS 12.74 FS 12.89 FS 1 2 . 3 9 F S 1 2 . 8 0 T C 12.54 FG 12.81 BRICK 12.70 BRICK 12.78 BRICK 14.45 TW 14.39 TW 14.07 TW 15.81 TW 15.91 TW 15.95 TW15.97 TW15.95 TW 15.89 TW 15.84 TW15.86 TW 15.82 TW TREE 1 2 I N TREE 1 5 I N 14.25 TW 12.86 BRICK 12.80 BRICK 12.66 BRICK 12.69 FS 12.46 FG12.88 FG 12.56 FG 12.74 FG 12.69 FG 12.96 FG 13.01 FG 12.82 FG 12.56 FG 12.64 FG 12.53 FG 12.67 FG 12.57 FG 12.64 FG 12.70 FG 12.65 FG 12.58 FG12.56 FG12.56 FG12.56 FG 12.86 GM 12.87 BRICK 12.92BRICK 13.25 BRICK 13.36 BRICK 13.38 BRICK 13.22 BRICK 12.55 FG 13.08 FG DBL P A L M 4 8 I N 4 PA L M S 2 4 I N 15.81 TW 12.91BRICK 12.88 BRICK 12.93 BRICK 12.98 BRICK 13.02 BRICK 13.07 BRICK 13.04 BRICK 12.98 BRICK 13.09 BRICK 12.F 13.06 FG 12.86 FG 12.50 FG 12.61 FG 12.61 FG 12.64 FG 12.72 FG 12.95 FG 12.98 FG 12.96 FG 12.85 FG 13.11 13.09 BRICK 13.01 BRICK 12.92 BRICK 12.71 FG 12.78 FG 13.46FF BRI C K 13.30 FG 13.41BRICK 13.36BRICK 13.05 FG 20.77 EAVE 20.86 EAVE 20.82 EAVE 20.76 EAVE 25.64 ROOF 13.43 BRICK 13.46 BRICK 13.39 BRICK 13.37 BRICK 13.50 BRICK 13.41 FS 13.40TG 8I N S Q R 13.45 13.49 FS 13.50 FS 13.44 FS 13.42TG 8I N S Q R 13.47 FS 13.09 FG 13.23 FG 13.34 BRICK 24.86 EAVE 23.77 EAVE 23.08 EAVE 21.72 EAVE 19.17 EM 13.39 FS 13.31 FS 13.27 FS 13.33EDISO N 13.13SBC V A U L T 13.20 WM13.15 WM 13.21 SCO 13.04 SCO 13.09 CATV 13.14 CATV 13.04 SCO 12.92 CB 12.91 CB 12.88 CB12.85 CB 13.12 WM 13.26 FS 13.21 FS 13.18 FS 13.01 FL 13.29 FS 13.19 FS 12.93 FL13.03 FL 12.98 FL 13.16 FS FF TILE 13.20 FS 13.18 FS 13.28 FS 13.34 FS 13.36 CONC 13.32 CONC 13.36 GFF 13.36 FS 13.06 12.89 FL 12.95 FL 12.99 FL 13.27 STEP 13.30 STEP 13.08 FS 13.13 FS 13.40 FG 12.99 CON C 13.11 CONC 21.65 EAVE 22.92 EAVE 21.68 EAVE 21.73 EAVE 21.75 EAVE C.24TC 12.96 TC 30.65 EAVE 13.15 SCO 35.67 EAVE 20.86 EAVE 12.86 BRICK 13.01 BRICK 13.02 BRICK 13.01BRICK 1 12.93 FG 13.16 FG 13.01 FG 13.78 EM 13.13CON C 13.13 CONC 13.23 TC 12.92 IN DIA .77 4IN 10 12.89 TC 12.87 CONC 2.87 NC.86 K 13.00 FS K 13.11BRICK 12.88 FSFS 12.90 FS .85S 12.91 FS 13.07 STEP .08EP 9 12.93 FS 12.90 FS 2 .95 C 12.93 CON C 13.24 FS 13.12 FS 12.91 CONC 12.99 CONC 12.69 FG 12.54 FG 12.52 FG 12.65 FG 12.86 BRICK CRES T V I E W D R I V E ONE S T O R Y B U I L D I N G 2592 A R B O R D R I V E NEW P O R T B E A C H , C A 9 2 6 6 3 STOP S I G N PROP E R T Y L I N E PROP E R T Y L I N E PROP E R T Y L I N E PROP E R T Y L I N E ON E S T O R Y B U I L D I N G 26 0 2 C R E S T V I E W D R I V E ALLEY L=70.28,R=138.13 4'SYSB 1 0 ' UT I L I T Y E S M T 4'SYSB 4'SYSB 10 ' R Y S B PROPOSED RESIDENCE FF=13.30 12.81TG 12.79TG 12.90TG 12.77TG 12.77TG10.55INV 12.84TG11.24INV 12.84TG 12.84TG 12.84TG11.84INV 12.65TG11.26INV 12.65TG11.11INV 12.88TG11.50INV 12.80TG 12.83TG11.83INV 12.88TG12.40INV 12.88TG 12.84TG11.84INV (12.86)TC12.30INV(12.26)FL 12.77TG 12.65TG 11.06INV 10.47INV-IN 11.18INV-IN 11.81INV-INSUMP PUMP S= 0 . 0 1 S=0.01 S = 0 . 0 1 S = 0 . 0 1 S= 0 . 0 1 S=0.01 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 10 10 11 12 12 12 12 12 13 13 14 15 OUTLET FORCEMAIN TOSTORM DRAIN SYSTEM CRES T V I E W D R I V E 12.92FS 12.85FS 12.80FS 13.30GFF13.05FS3"STEP (13.13)FS GFF= 1 3 . 3 0 GFF= 1 3 . 0 9 FS= 1 3 . 0 5 TG= 1 2 . 9 7 13.14FS 13.05FS12.95FG 13.05FS 13.05 12.95FG 13.05FS12.95FG 12.95FS12.90FG 12.95FS12.90FG 12.95FS12.90FG 12.95FS12.85FG 13.05FS (13.13)FS 13.05FS 12.90FG 13.05FS 12.95FS 12.95FS 12.76FL,HP 3 C3 ST O R M D R A I N P L A N PR E C I S E G R A D I N G P L A N FO R G R I L E Y R E S I D E N C E 25 9 6 C R E S T V I E W D R I V E NE W P O R T B E A C H , C A 9 2 6 6 3 JOB NO. DATE SHEET NO. REVISIONS 23002 NO. REVISION DATE SHEET NO. OF 5 2/21/2023 28 0 5 2 C A M I N O C A P I S T R A N O , S T E 2 1 3 LA G U N A N I G U E L , C A 9 2 6 7 7 94 9 . 4 6 4 . 8 1 1 5 i n f o @ c i v i l s c a p e s . c o m G: \ P r o j e c t s \ 2 3 0 0 2 2 5 9 6 C r e s t v i e w D r , N B \ D W G \ 2 3 0 0 2 . G R A D I N G - C R E S T V I E W . d w g CONSTRUCTION NOTES CONNECT DOWNSPOUT TO ONSITE STORM DRAIN SYSTEM PER DETAIL HEREON. FURNISH & INSTALL 6" NDS SPEE-D BASIN W/6" GREEN ATRIUM GRATE PER DETAIL HEREON. FURNISH & INSTALL 6" NDS SPEE-D BASIN W/6" BRASS SQUARE GRATE PER DETAIL HEREON. 6-INCH WIDE NDS TRENCH DRAIN W/ TRAFFIC RATED GRATE. FURNISH & INSTALL 4-INCH SDR-35 PVC STORM DRAIN (OR APPROVED EQUAL) PER CPC. INCLUDE REQUIRED JOINTS AND FITTINGS PER CPC. CONSTRUCT TRENCH, BEDDING, AND BACKFILL PER ASTM D 2321 AND SOILS REPORT. CONSTRUCT 15 LINEAR FEET OF PERFORATED PIPE AND GRAVEL TRENCH PER DETAIL ON SHEET __. CONSTRUCT SIDEWALK & PRIVATE DRAIN THROUGH CURB PER CITY OF NEWPORT BEACH STANDARD DRAWING STD 184. 1-1/2" PVC FORCEMAIN; CONNECT TO PUMP DISCHARGE. 5 9 10 11 12 13 14 15 TOP OF WALL FINISHED SURFACE FLOW LINE FINISHED GRADE GRADE BREAK HIGH POINT LEGEND INVERT TOP OF GRATE FINISHED FLOOR ELEVATION TW FS FL FG GB HP INV TG FF TOP OF COPING OR TOP OF CURBTC GARAGE FINISHED FLOORGFF PROPERTY LINE AND LIMIT-OF-WORK OR EXISTING ELEVATION; CONTRACTOR SHALL FIELD VERIFY ELEVATIONS PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES TO CIVILSCAPES ENGINEERING102.6 (102.6) EXISTING GRADEEG EXISTING SPOT ELEVATION( ) PROPOSED WALL TOP OF RETAINING WALLTRW TOP OF SLOPETOP TOP OF RAILINGTR TOP OF STEMWALLTS BUILDING STEMWALL HARDSCAPE PER ARCH. PLAN NATURAL GRADENG BIORETENTION AREA PER DETAIL ON SHEET C4 1. CONTRACTOR SHALL USE CITY STANDARD FORM '30-DAY NOTICE OF INTENT TO EXCAVATE' TO NOTIFY ADJACENT PROPERTY OWNERS BY CERTIFIED MAIL 30 DAYS PRIOR TO STARTING EXCAVATION OR SHORING. CITY STANDARD FORM CAN BE OBTAINED AT: http://www.newportbeachca.gov/home/showdocument?id=17395. PROOF OF CERTIFIED DELIVERY IS REQUIRED AT THE TIME OF PERMIT ISSUANCE. 2. CAL-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5’ AND FOR SHORING AND/OR UNDERPINNING. 3. CONTINUOUS SPECIAL INSPECTION, PER SECTION 1705.6, SHALL BE PERFORMED BY THE GEOTECHNICAL ENGINEER DURING SHORING AND EXCAVATION OPERATIONS AND DURING REMOVAL OF SHORING. TRENCH AND EXCAVATION NOTE NDS SPEE-D BASIN DETAIL NO SCALE109 2% MIN 3/4" CRUSHED ROCK OR APPROVED EQUAL (REVIEW GEOTECHNICAL RECOMMENDATIONS IN THE SOILS REPORT TO VERIFY) DRAIN PIPE PER PLAN COMPACTED BACKFILL PER GEOTECHNICAL RECOMMENDATIONS COMPACTED BEDDING PER GEOTECHNICAL RECOMMENDATIONS NATIVE OR RE-COMPACTED SUBGRADE 4" MIN 4" MIN 4" M I N NDS #101 OR #201 SPEE-D BASIN OR APPROVED EQUAL NDS #66 - 6" DRAIN RISER PIPE (LENGTH AS REQUIRED) OR APPROVED EQUAL VA R I E S 2% MIN NDS ATRIUM OR FLAT GRATE TG ELEV PER PLAN INV ELEV PER PLAN SLOPE PER PLAN 4-INCH PVC DOWNSPOUT DRAIN PIPE PER STORM DRAIN PLAN 6-INCH ELBOW 1/4 BEND 6-INCH PVC RISER WITH DOWNSPOUT INSIDE RISER PIPE CLAMPS AROUND RISER PIPE (TYP) PROP. BUILDING WALL DOWNSPOUT CONNECTION DETAIL NO SCALE5 LANDSCAPING OR PAVERS 3" COVER MINIMUM 4" DIA. PERFORATED PVC DRAIN PIPE W/ PERFORATIONS AT BOTTOM 3/4" CRUSHED ROCK WRAP SIDES AND BOTTOM OF TRENCH WITH FILTER FABRIC; PROVIDE 4" MINIMUM OVERLAP AT TOP OF TRENCH PERFORATED DRAIN PIPE AND TRENCH NO SCALE13 12.22TG 12I N S Q R 12.16TG 6I N 1 2 . 2 1 F L 1 2 . 8 5 T C 1 2 . 8 2 T C 1 2 . 2 1 F L 1 2 . 2 8 F L 1 2 . 8 9 T C 12 . 2 5 F L 1 2 . 8 4 T C 12.68 FS12.62 SCO 12.74 FS 12.74 FS 12.89 FS 1 2 . 3 9 F S 1 2 . 8 0 T C 12.54 FG 12.81 BRICK 12.70 BRICK 12.78 BRICK 14.45 TW 14.39 TW 14.07 TW 15.81 TW 15.91 TW 15.95 TW15.97 TW15.95 TW 15.89 TW 15.84 TW15.86 TW 15.82 TW TREE 1 2 I N TREE 1 5 I N 14.25 TW 12.86 BRICK 12.80 BRICK 12.66 BRICK 12.69 FS 12.46 FG12.88 FG 12.56 FG 12.74 FG 12.69 FG 12.96 FG 13.01 FG 12.82 FG 12.56 FG 12.64 FG 12.53 FG 12.67 FG 12.57 FG 12.64 FG 12.70 FG 12.65 FG 12.58 FG12.56 FG12.56 FG12.56 FG 12.86 GM 12.87 BRICK 12.92BRICK 13.25 BRICK 13.36 BRICK 13.38 BRICK 13.22 BRICK 12.55 FG 13.08 FG DBL P A L M 4 8 I N 4 PA L M S 2 4 I N 15.81 TW 12.91BRICK 12.88 BRICK 12.93 BRICK 12.98 BRICK 13.02 BRICK 13.07 BRICK 13.04 BRICK 12.98 BRICK 13.09 BRICK 12.F 13.06 FG 12.86 FG 12.50 FG 12.61 FG 12.61 FG 12.64 FG 12.72 FG 12.95 FG 12.98 FG 12.96 FG 12.85 FG 13.11 13.09 BRICK 13.01 BRICK 12.92 BRICK 12.71 FG 12.78 FG 13.46FF BRI C K 13.30 FG 13.41BRICK 13.36BRICK 13.05 FG 20.77 EAVE 20.86 EAVE 20.82 EAVE 20.76 EAVE 25.64 ROOF 13.43 BRICK 13.46 BRICK 13.39 BRICK 13.37 BRICK 13.50 BRICK 13.41 FS 13.40TG 8I N S Q R 13.45 13.49 FS 13.50 FS 13.44 FS 13.42TG 8I N S Q R 13.47 FS 13.09 FG 13.23 FG 13.34 BRICK 24.86 EAVE 23.77 EAVE 23.08 EAVE 21.72 EAVE 19.17 EM 13.39 FS 13.31 FS 13.27 FS 13.33EDISO N 13.13SBC V A U L T 13.20 WM13.15 WM 13.21 SCO 13.04 SCO 13.09 CATV 13.14 CATV 13.04 SCO 12.92 CB 12.91 CB 12.88 CB12.85 CB 13.12 WM 13.26 FS 13.21 FS 13.18 FS 13.01 FL 13.29 FS 13.19 FS 12.93 FL13.03 FL 12.98 FL 13.16 FS FF TILE 13.20 FS 13.18 FS 13.28 FS 13.34 FS 13.36 CONC 13.32 CONC 13.36 GFF 13.36 FS 13.06 12.89 FL 12.95 FL 12.99 FL 13.27 STEP 13.30 STEP 13.08 FS 13.13 FS 13.40 FG 12.99 CON C 13.11 CONC 21.65 EAVE 22.92 EAVE 21.68 EAVE 21.73 EAVE 21.75 EAVE C.24TC 12.96 TC 30.65 EAVE 13.15 SCO 35.67 EAVE 20.86 EAVE 12.86 BRICK 13.01 BRICK 13.02 BRICK 13.01BRICK 1 12.93 FG 13.16 FG 13.01 FG 13.78 EM 13.13CON C 13.13 CONC 13.23 TC 12.92 IN DIA .77 4IN 10 12.89 TC 12.87 CONC 2.87 NC.86 K 13.00 FS K 13.11BRICK 12.88 FSFS 12.90 FS .85S 12.91 FS 13.07 STEP .08EP 9 12.93 FS 12.90 FS 2 .95 C 12.93 CON C 13.24 FS 13.12 FS 12.91 CONC 12.99 CONC 12.69 FG 12.54 FG 12.52 FG 12.65 FG 12.86 BRICK CRES T V I E W D R I V E ONE S T O R Y B U I L D I N G 2592 A R B O R D R I V E NEW P O R T B E A C H , C A 9 2 6 6 3 STOP S I G N PROP E R T Y L I N E PROP E R T Y L I N E PROP E R T Y L I N E PROP E R T Y L I N E ON E S T O R Y B U I L D I N G 26 0 2 C R E S T V I E W D R I V E ALLEY L=70.28,R=138.13 4'SYSB 1 0 ' UT I L I T Y E S M T 4'SYSB 4'SYSB 10 ' R Y S B PROPOSED RESIDENCE FF=13.30 CRES T V I E W D R I V E 12.92FS 12.85FS 12.80FS 13.30GFF13.05FS3"STEP (13.13)FS GFF= 1 3 . 3 0 GFF= 1 3 . 0 9 FS= 1 3 . 0 5 TG= 1 2 . 9 7 13.14FS 13.05FS12.95FG 13.05FS 13.05 12.95FG 13.05FS12.95FG 12.95FS12.90FG 12.95FS12.90FG 12.95FS12.90FG 12.95FS12.85FG 13.05FS (13.13)FS 13.05FS 12.90FG 13.05FS 12.95FS 12.95FS 12.76FL,HP 4 C4 ER O S I O N C O N T R O L P L A N PR E C I S E G R A D I N G P L A N FO R G R I L E Y R E S I D E N C E 25 9 6 C R E S T V I E W D R I V E NE W P O R T B E A C H , C A 9 2 6 6 3 JOB NO. DATE SHEET NO. REVISIONS 23002 NO. REVISION DATE SHEET NO. OF 5 2/21/2023 28 0 5 2 C A M I N O C A P I S T R A N O , S T E 2 1 3 LA G U N A N I G U E L , C A 9 2 6 7 7 94 9 . 4 6 4 . 8 1 1 5 i n f o @ c i v i l s c a p e s . c o m G: \ P r o j e c t s \ 2 3 0 0 2 2 5 9 6 C r e s t v i e w D r , N B \ D W G \ 2 3 0 0 2 . G R A D I N G - C R E S T V I E W . d w g 1. CONTRACTOR SHALL PROVIDE ONSITE CONCRETE WASHOUT FACILITY AND COMPLY WITH CASQA BMP WM-8. 2. ALL REMOVABLE EROSION PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 40%. 3. SEDIMENTS FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING AN EFFECTIVE COMBINATION OF EROSION AND SEDIMENT CONTROLS TO THE MAXIMUM EXTENT PRACTICABLE, AND STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OF ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING, OR WIND. 3. APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS OR RESIDUES SHALL BE IMPLEMENTED AND RETAINED ON SITE TO MINIMIZE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTY BY WIND OR RUNOFF. NOTES: GRAVEL BAG DETAIL NO SCALEA EROSION CONTROL CONSTRUCTION NOTES INSTALL GRAVEL BAG BARRIER PER CASQA SE-8 AND SE-6 INLET PROTECTION PER DETAIL HEREON A B AREA DRAIN INLET PROJECTION NO SCALE B A A A A B B B BB B B B B B B B B B B B B B B B 5 C5 GE O T E C H N I C A L N O T E S PR E C I S E G R A D I N G P L A N FO R G R I L E Y R E S I D E N C E 25 9 6 C R E S T V I E W D R I V E NE W P O R T B E A C H , C A 9 2 6 6 3 JOB NO. DATE SHEET NO. REVISIONS 23002 NO. REVISION DATE SHEET NO. OF 5 2/21/2023 28 0 5 2 C A M I N O C A P I S T R A N O , S T E 2 1 3 LA G U N A N I G U E L , C A 9 2 6 7 7 94 9 . 4 6 4 . 8 1 1 5 i n f o @ c i v i l s c a p e s . c o m G: \ P r o j e c t s \ 2 3 0 0 2 2 5 9 6 C r e s t v i e w D r , N B \ D W G \ 2 3 0 0 2 . G R A D I N G - C R E S T V I E W . d w g 12.62TC 11.98FL 12.59TC11.97FL 12.77FS 12.68FS 12.63FS 12.62FS 12.82FS 12.00FL12.63TC 12.56FS 12.04FL12.69TC 12.14FL12.79TC 12.08TG 6IN 12.15FL12.79TC 12.18FL12.80TC 12.22TG 12IN SQR 12.16TG 6IN 12.21F L 12.85T C 12.79TC 12.82T C12.21FL 12.28F L 12.89T C 1 2 . 2 5 F L 1 2 . 8 4 T C 12.68FS 12.62SCO 12.74FS12.74FS 12.89FS 12.39FS 12.80T C 12.42F S 12.80T C 1 2 . 2 9 F L 1 2 . 9 0 T C 12.54FG 12.81BRICK 12.70BRICK 12.78BRICK 14.45TW 14.39TW 14.07TW 15.81TW15.91TW 15.95TW 15.97TW 15.95TW 15.89TW15.84TW 15.86TW 15.82TW TREE 12IN TREE 15IN 14.25TW 12.86BRICK 12.80BRICK12.66BRICK 12.69FS 12.46FG12.88FG 12.56FG12.74FG12.69FG 12.96FG13.01FG 12.82FG12.56FG 12.64FG 12.53FG 12.67FG 12.57FG12.64FG12.70FG 12.65FG 12.58FG 12.56FG 12.56FG 12.56FG 12.86GM 12.87BRICK12.92BRICK 13.25BRICK 13.36BRICK 13.38BRICK 13.22BRICK 12.55FG 13.08FGDBL P A L M 4 8 I N 4 P A L M S 2 4 I N 15.81TW 12.91BRICK12.88BRICK 12.93BRICK 12.98BRICK 13.02BRICK 13.07BRICK 13.04BRICK12.98BRICK 13.09BRICK12.80FG 13.06FG 12.86FG 12.50FG 12.61FG 12.61FG 12.64FG 12.72FG 12.95FG12.98FG 12.96FG 12.85FG 13.11FS 13.30THRESH13.30FF WOOD 13.09BRICK 13.01BRICK 12.92BRICK 12.71FG 12.78FG 12.62FG12.76BRICK12.76BRICK 13.34BRICK 13.39BRICK 13.42FS 13.46FF BRICK 13.30FG 13.53FG 13.50FG 13.21FGPAL M 1 2 I N PALM 9IN DBL PALM 2 4 I N PALM 1 8 I N 12.55FG 12.73FG 12.59FG 12.67FG 13.41BRICK 13.36BRICK 13.05FG 20.77EAVE20.86EAVE 20.82EAVE20.76EAVE 26.97CHIMNEY TOP 24.40ROOF 25.64ROOF 13.43BRICK 13.46BRICK 13.39BRICK 13.37BRICK 13.50BRICK 13.41FS 13.40TG 8IN SQR 13.44FS 13.49TG 8IN SQR 13.41TG 3IN 13.45FS 13.49FS 13.50FS 13.44FS 13.42TG 8IN SQR 13.47FS 13.09FG 13.23FG 13.34BRICK 24.86EAVE 23.77EAVE 23.08EAVE 21.72EAVE 19.17EM 13.39FS 13.31FS 13.27FS 13.33EDISON 13.13SBC VAULT 13.20WM13.15WM 13.21SCO 13.04SCO 13.09CATV 13.14CATV 13.04SCO 12.92CB 12.91CB 12.88CB 12.85CB 13.12WM 13.26FS13.21FS 13.18FS 13.01FL 13.29FS 13.19FS 12.93FL 13.03FL12.98FL 13.16FS 13.21GFF TILE 13.20FS13.18FS 13.28FS 13.34FS 13.36CONC 13.32CONC 13.36GFF 13.36FS 13.06FS 12.89FL 12.95FL 12.99FL 13.27STEP 13.30STEP 13.08FS13.13FS 13.40FG 13.19FG 12.99CONC 13.11CONC13.17FG 13.51FG 13.51FG 13.64FG 13.10FG 21.65EAVE 22.92EAVE 21.68EAVE 21.73EAVE 21.75EAVE 21.74EAVE 13.15CONC 13.00FG 13.15TG 12IN SQR 13.24TC 12.96TC 12.71FG 12.84BRICK 12.93BRICK 12.98BRICK 30.65EAVE 13.15SCO35.67EAVE 20.86EAVE 12.86BRICK 12.82BRICK 12.92FS 12.86FS 12.86TG 3IN 12.90FS 13.08FS 12.93FS 13.06FS 13.30THRESH 13.01BRICK 13.02BRICK 13.01BRICK 12.82FG 12.93FG 13.01FG 13.16FG 12.82FG 13.07FG 12.94FG 12.92FG 13.01FG 13.78EM 13.13CONC 13.13CONC 13.23TC 12.93TG 3IN 12.92TG 3IN DIA 12.82TG 3IN 12.77TG 4IN 12.79TG 4IN 12.80TG 4IN 12.84TG 4IN 12.85TG 4IN 13.10TC 12.89TC 12.87CONC12.87CONC12.86BRICK12.90FS 13.00FS 13.13BRICK 13.11BRICK 12.88FS12.86FS 12.89GM 12.90FS 12.85FS 12.91FS 13.07STEP13.08STEP 13.04STEP 13.09STEP 12.92FS 12.93FS 12.90FS 12.92FS 12.95CONC 12.93CONC 13.24FS 13.12FS 12.91CONC 12.99CONC 12.69FG 12.54FG 12.52FG 12.65FG 12.86BRICK 13.08FG 13.11FG13.13FG 13.39CONC 13.32FS 13.34FS 13.34FS 13.20FG 13.18FG 13.34FS 19.01TW 13.07FG 13.36FS 18.96TW 13.16FG CRESTVIEW DRIVE AR B O R D R I V E TWO STORY BUILDING 2596 CRESTVIEW DRIVE NEWPORT BEACH, CA 92663 APN: 049-183-27 ONE STORY BUILDING 2592 ARBOR DRIVE NEWPORT BEACH, CA 92663 APN: 049-183-28 STOP SIGN PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE ON E S T O R Y B U I L D I N G 26 0 2 C R E S T V I E W D R I V E TWO STORY BUILDING 2586 ARBOR DRIVE ALLE Y L=70.28,R=138.13 L =7 0 .2 8 ,R =1 3 8 .1 3 MAILBOX 2592 ARBOR DRIVE & 2596 CRESTVIEW DRIVE LOTS 57 & 58, TRACT 1102, BK 35, PG 36, MM. APN: 049-183-28/27 TO P O G R A P H I C M A P FO R 25 9 2 A R B O R D R . & 2 5 9 6 C R E S T V I E W D R . NE W P O R T B E A C H , C A 9 2 6 6 3 JOB NO. DATE SHEET NO. REVISIONS 21048 NO. REVISION DATE SHEET NO. OF 1 1/6/2022 28 0 5 2 C A M I N O C A P I S T R A N O , S T E 2 1 3 LA G U N A N I G U E L , C A 9 2 6 7 7 94 9 . 4 6 4 . 8 1 1 5 i n f o @ c i v i l s c a p e s . c o m C: \ U s e r s \ w d r o l \ D o w n l o a d s \ 2 1 0 4 8 . T O P O . d w g 1 TOPO EX I S T I N G R E S I D E N C E NO SCALE VICINITY MAP CITY OF NEWPORT BEACH, CALIFORNIA COUNTY OF ORANGE TOPOGRAPHIC MAP NOT PROVIDED AT TIME OF SURVEY PRELIMINARY TITLE REPORT LEGEND CONCRETE HARDSCAPE SITE ADDRESS: 2592 ARBOR DR. & 2596 CRESTVIEW DR., NEWPORT BEACH APN: 049-183-28/27 GENERAL PLAN LAND USE: RS-D SINGLE UNIT RESIDENTIAL DETACHED ZONING DISTRICT: R-1 SINGLE-UNIT RESIDENTIAL COASTAL ZONE: YES SITE DATA: BUILDING WALL STREET CENTERLINE BOUNDARY LINE FENCE WALL LEGAL DESCRIPTION LOTS 57 & 58, TRACT 1102, BK 35, PG 36, MM. APN: 049-183-28/27 RIGHT-OF-WAY BRICK HARDSCAPE EDGE OF BRICKBRICK CABLE PULLBOXCATV EDGE OF CONCRETECONC TOP OF DECKINGDECK EDISON UTILITY BOXEDISON ELECTRIC METEREM FINISHED FLOORFF FINISHED GRADEFG FLOWLINEFL FINISHED SURFACEFS EAVE OF ROOFEAVE GAS METERGM NATURAL GRADENG RIDGE OF ROOFRIDGE SEWER CLEANOUTSCO TOP OF CURBTC TOP OF GRATETG EDGE OF THRESHOLDTHRESH TOP OF WALLTW SEWER MANHOLESMH EDGE OF STEPSTEP GARAGE FINISHED FLOORGFF WATER METERWM WATER VALVEWV DRAIN OUTLETDO CATCH BASINCB FLOWLINE APPROXIMATE CONTOUR LINE(100) PROJECT SITE2592 ARBOR & 2596 CRESTVIEW TOP OF ROOFROOF SBC VAULTSBC VAULT BENCHMARK DESCRIBED BY OCS 2002 - FOUND 3 3 4" OCS ALUMINUM BENCHMARK DISK STAMPED "3K-24A-82", SET IN THE TOP OF A CONCRETE BRIDGE DECK. MONUMENT IS LOCATED IN THE SOUTHWEST CORNER OF THE INTERSECTION OF PACIFIC COAST HIGHWAY AND NEWPORT BAY CROSSING, 42 FT. SOUTHERLY OF THE CENTERLINE OF PCH AND 37 FT. ESTERLY OF THE WEST END OF THE SOUTHERN GUARD RAIL ALONG BRIDGE. MONUMENT IS SET LEVEL WITH THE SIDEWALK.