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215 Riverside Avenue Architectural
xI I . *\ . General Site Notes: Project Address: 215 Riverside Ave. Zoning Information: CG (Commercial General) ' � � A.100 Site Plan • Where t", r� _. , Newport Beach, CA 92663 • Employ Newport Beach Standard Erosion Control Measures Throughout the pedestrian barrier is not required, provide construction fencing for new . • ,, ate, A.101 Building Height Limit Construction Process. construction. Fence height to be between 72"and 84"high. r.. Occupancy Type: Group B ` �� ,r ra T, Assessor's Parcel Number: 049 10317 Diagram • A Public Works Department encroachment permit inspections is required before the • Provide a ,,. '' �- � � _ � A.102 Demo Plan p p p q approved backwater drainage valve for fixtures located below the fI. Owner: 215 Riverside Drive, LLC Construction: Type V-B Building Department Permit Final can be issued.At the time of Public Works elevation of next upstream manhole cover. Fixtures above this elevation shall not 'Mh ' _. !�:, � : A.200 Main Level Plan 660 Newport Center Drive,Suite 200 Department inspection, if any of the existing public improvements surrounding the site discharge through valve. ,. .^ 1V_ - A.201 Second Level Plan is damaged b the private work, new concrete sidewalk, curb and utter, alley/street /street ' .,: Newport Beach, CA 92660 Number of Stories: 2 g y p g y �' .. rf l'r; Phone: 949.999.4545 A.300-301 Elevations pavement, and other public improvements will be required and 100%paid by the • Provide 6"house street number visible and legible from street. Numbers shall be of • •} A.400 Sections owner. Said determination and the extent of the repair work shall be made at the non-combustible materials in Special Fire Protection Areas. * ,, �����������.,. Parking: 49 Spaces discretion of the Public Works Inspector. Project Description: New 2-Story Commercial Building with A.l Area Calculations ,.r attached 2-Level Parking Structure (2 Accessible) A.2-3 Views • All roofs to have gutters/area drains and downspouts 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. • All downspouts and area drains to be connected to solid drainlines and conveyed . Project Contact: Scott Laidlaw- Laidlaw Schultz Architects C-01-C-02 Preliminary Grading to street. _ 3111 Second Ave. Corona Del Mar, CA 92625 Proposed Existin Plan • Provide house street number visible and legible from street. Numbers shall be of w r Phone:949.645.9982 FAX: 949.645.9554 non-combustible materials in special Fire Protection areas. • An Engineer's height certification must be submitted: C-03 Erosion Control Plan ,� . Pervious Area: 5,265 s.f. 2,833 s.f. a. Prior to concrete slab being poured. -�- s - Lot Area: 16,290 s.f. Sheet 1 of 1 Topographic Survey • Provide 2%slope grade away from structures within 5'-0"of structure. Existing water b. Prior to roof material being installed. . ."i .. 9 Impervious Area: 11,025 s.f. 13,457 s.f. drainage Pattern to remain f Buildable Area: 15,126 s.f. Landscaping: 5,265 s.f. 2,833 s.f. Sheet 1 of 1 Preliminary Landscape • A City encroachment agreement is required for all non-standard private • An approved encroachment permit is required for all work activities within the public improvements within the public right-of-way. Allowable Gross Floor Area: Commercial:0.5 x Buildable Area = 7,563 s.f. Plan right-of-way. �- • Min.4"dia. drain lines to be one of the following: ���. • All Utility service connections serving this developement shall be made underground. - (ABS,SDR35), (ABS,Schedule 40), (PVC,SDR35), (PVC,Schedule 40), (ADS 300 with PE _ Area of Structure: glued joints) . . New Existing to be Demolished • Water meter and sewer cleanout will be upgraded/installed to meet current City �■ Standard 502-L. Said meter and cleanout shall be installed with atraffic-grade box Dumpsters with an individual capacity of 200 gallons or more shall not be stored in .� •� Main Level 1,389 s.f. 2,910 s.f. and lid. buildings or placed within 5 feet of combustible walls, openings or combustible roof eave lines per CFC Section 304.3.4 ` - Second Level 1,641 s.f. 2,573 s.f. • Field inspectors to review and - l Third Level 0 s.f. 2,573 s.f. p approve underground service requirement prior to _ `4'1 • _ Total 3,030 s.f. 8,056 s.f. concrete placement. ;I•A.- / '/_� v • Provide pedestrian protection adjacent to public way per A.001 a note 4 Parking Garage First Level 8,461 s.f. Proposed Scope of Work F Parking Garage Second Level 7,827 s.f. • When required pedestrian protection to be constructed in accordance with Section Total 16,288 s.f. 3306. ' h Deck Area: 199 s.f. . r• - .. 6 Vicinity Map NTS 5 Project Data 4 1 Sheet Index 3 Legend 1 2 1 General Notes X'. / ,%�...♦ FL / \\ %�. / � / 51� \ / a Ir / o ;� / �/ , __ _ ----__ \,,�� - - architects h00 ' /� - --- \\ \'` LAI DLAW SCH U LTZ \`,� fib/ / (1 )T 4 95'-- ----------- 45 \ �,. / f , ¢ � , "\ / ,P ,0, / - CK 11 � 0 se/ oc, / / 35' - --- --------_ _ _ \ i •�, >>j o (E) Portion of Site Wall to be / b4 , c / > \ ♦�;3) removed '' -, `` / / 5 `•� / /' ,'' / // x\.----- ----- (E)TkV. 37.29' ,- 105 •, /• - 1`.I �o���q/ -- ', // '� - )-- ?. �- - 0 -, fie �011 10/ / / (E) Site Wall to Remain `% �' -head/ ��96 /' I '� \ - `,, \ 40' /' // - - \ '�/ ♦% ' ,,/ ' / / '' FG:34.50' 1' / \ �,--'/ _ oti ° Je 6 / / -_'' -'' i�; �' // O ' �59 Z1. 112 19 65 1g. f/ 2 : 35. \\ �% T 6 / 19 lo* / _ q3-8 /' r-'; - / E TW T ' / /' �0 1$g5 ggII J, /' i"b Qom.,, i / 2 •' 111 111..1.1 1I 1..�1��1'I 11...��1 I1 1I..I1I1 11I 1I..'11��l1'I 1l114..1�I1'11I1-l.-VIl1 1 1-1I 1....-11�'�1 1'I'11111...-.-...''�1'11I1-1..V-11 1 11I 1I...'11�1�l1'I 11l11...11�I1 1"'11Il..V1l1 1.11I 1I...'-11�1�l1 1'I 11l111....1-1�I1 1'1I1-l1..V-1l1 1.111I 11.......V1.1��11.1'I111.11.-...-...'�11 11.11111.......V�11.�1.11,1I 11.......V 1�.1��1�1.1,'I 111.11,.-..-....'��11 1,1.111,......V11.."-I 1....LII.11�1�111I 11,1 1...1 1�I1 1"'11Il..V1l11 11I 111.....V111�1�111'I 11,-11.....1 1�I1 1"'1I1Il..V�1l1 111 1111I111......V11 II1�1�111'I 11,11.....1 1�I1 1"'11Il..V1l1 1 11I 111......V111�1�111'I 11,1 1.......1 1�I1 1"'11Il...V1l1 1�1I1�I 1111.....1�1-1�1�1 11�I 11-11.......1 1�1 I1I1 I1��-1...7�I�1 I�IJiI�.-'�-1�'1�1Iv�I 1'..��l1�Il1-�V I�1�..',�����lI7lI',1I 1..,/:.-1 l�.�,1,'/ ? /' �"-.�11��11I._ - _�'' 1,♦ - / // 1 \\I, 0\e • ,N9 • I 'L,,/ j/ / �,'' V� / 5'" / / -- _\,�, I 6-10 12'-11" e� 1. II �. �� Se`� 1 b�; / l ,-- � v 1�9 ' Jat / / ,/ \\ /' (R ; 1./ 1'-1' a {a 86J I 9° / �� =B' S TW: 26� ', 6' (N) Site Wdu to Connect to 0 2 / i h• 1 / / ti 5 / \ Existin ' ,/ K. g / a / ♦� ,, / / T >35. 0" I \:: \ 9 n �, - i / ` -- \ e ��9 o �� I TW. 31.00 i (N) 6 Curb \ a � r / \;:: \0� + ::\ I : : a. ,, i 1 B a: , ,r i „ \, 10�© i 28-5 10 .. , \ a 1 ' e , \ / , �� t , a / l e � / , ,, L. ...�� a , \ i / i i 1 I i i : : : F : 25 � 4 '` : :. :. f FS: 19.00'♦ � � � 1 ,t ( � _ .00 FS.2 .00; _- S 24.D0 / i , l e a i 0 I , / _ _ i e b o o. . o b • I o Ram D own = \e / / p Q. o (e \ \� `o / i / i Y \ i / // / �� ° i c� \ / e �9 6 i ♦ , ,,Ed e of Wall Below g /1w . \ \ 7t .. .. h „ \' I /� \. \ >> - 20-2 i 13-7 .12-2 1 -9 \`I / I \ 6 il/o op. \ I i I l \ T T I h♦ e e o box to be � 215 Riverside Ave p � ,' TW:35.00 i II -11 ip1 i removed \��I I \ \ i 5 p � �'- 2 . 2 6. 1 1 ,I i 11 a. A.301 \ I \ i AOI 1 ♦� Z _ - I \ \ . o , \ -� 1 (V • \ \ 8 \ I \ i is ...: :: ::: ., � / 2 ` \I \ tl / G 2 `/ v \ : `: `: : : TO. Parapet 47_33 :: : , , A.400 ♦ P ♦ n 11 - A.400 \ \ 11 :1� / PROJECT ♦ \ 2 Parking / �, I \\ 2% o .J\ W 1 I 215 Riverside Ave _ l .25•00 1 ,\ \ a I c- ♦ I \ 6, / x a) �. NiNewport Beach CA 92663 \ P 1 ^ \� \ a a = II \ / ti 0 1:- I ::� : : t FS.; I o \ \\ o 0 o\e 44.83' I .C4 �� � r \\ Z 4� -1 o� I ♦ \ S �I \ 10 0 0 \ Ty/;-32.5 TW.32.J� I o9 O DRAWING DESCRIPTION\ \ o a O \ �. o Commercial a o� M \ _ \ Site Plan S `,1 Q r \ �•I � I I � 8 Sace ,:. E Portion of Site Wall to be \ 'L p r. 6 \ S TC: 17.13' r m v I 1 0 e o ed \ / \ _ I , 1 G o� 0 50 5• f� \/ \ 1 1 Q DATE SSUE/REVISION DRAWN REVIEW ♦ i ❑ ❑ : ❑ ❑ ❑ N 1 0 c - a 6 c , n v T.O. Roof. FS. � '; h 6 a T.O; Parapet.49;25 3 5 2.7.2019 CUP/CDP JY SL ._:: 6 tt� r* , 1 0( \ \ .y• ❑ ° 35.50 : 44.83 , < I \ \ Tw. 29.o0 h S I Submittal r. I'llI'll I'llI'llI'llI'llI'llI'll16 V1 \ \ \ ass . ___-- V/--- 1 I I \ ,\ \ ` \ �. 6�- ' I_, ' - r I I \ \ ?O' \ \ \ \� T.O. Rail:36.00..' � * ' q /v tt i' \ \\ \ V ,� ��� \ \ I \ \ I V \ \ /• \\ I \ \ Tw: *50' % , , s 53 6`� \ �(�® I �j / i \\ \\��/ ♦� 16.50' v T.O. Parapet:47.33` ,,/�25o+L ' G :: 0 - �5 / l i - - TW: 9.00' - ---- -- ---N 64'3Z' - 4°37• 18" W 44.44' 10" 8 5 69 _ i / --I ___ W 44 4 N 6 I I I - - �--�--�" TW:29.00' 4'-0" '�'S�' 4 15. TC: 16.18' i I --------------- p , -;A. ' R � clr. clr. � 6 J t R=90.60' =21° 53'06" L=36.90' 'L � �g\.e I I o r fig( `� I A I - _ -- --- �0 NOV{, ,- \ ,': I I L 6�? , ,o�v6Q'0 het (E) Parking meters 1 _ I i r.- het �e �e�et t- . 15 et I , 20� 1I6. � t13 . �e tk_� \� 16� t�e� eke! 1 Q1 (E) Water meter\ ' Na,9 '� ---- Q a<k�� TC: 16.50' Q a Q o�� TC: 16.33, atK�� \� m 15 I I, i I --_ ------ - -- --- / // /i/ o�� TC: 16.08' ------------------- I 656 Q 9 '� y66 "_* (E) Parking to remain o (E) Parking to remain 15 h 1515 15.15.26 • 90 cow, ` `� W 6: n � r c. o o\e r / 46?� r� 0\e 24'-b"clr. 56'-1 1" 27'-9" 18'-3" ;� TC: 15.69' �e� �0 .� Se �j 85� 4�, 5h 1 TC: 15.74' i� S �`S2 a�• �Z1� Magnetic North �6�6 1611 5 5g1 9 9 15 C, 1 I 1� I. 15. 1 '6� 15 i[1 .h 1 1 0 I I :5�6 15.`L9 �5 �S,>> 16 61 5g 15, 1 I 16 15,1. 15 1 ' 1 0 TC: 16.22' A.300 15115. 15.5 1 71 T ------ ------------- 1h1 Project North AC 1) - ---------------------__ 2 q- Avon St. -- -- - ---------- -1-----___-------------- -- - -- - - -- - - ------- - -- - -- - / 1511 Note:Survey Information ------ _�---- --- - -- -- -- - - -- ----- - - - - I provided by Tool Engineering . 100 .55ti 155G i ��� 551 / USED ARChi SHEET NO. 1 Y D • O - 0 1501 -�� :�`• v G All drawings and written material appearing - - - -- _�� � 6 herein constitute original an unpublished ----------- work of the architect and may not be ___ \ / * * v ___- - ___� duplicated, used or disclosed without the _ - ---- N e u written consent of Laidlaw Schultz Architects. RENEWAL �\ 1 Main Level Floor Plan v� Q- Corona el Mar,Avenue Scale: 1/8"= 1'-0" F OF C A�\F O Corona del Mar,CA 92625-2322 (949)645-9982 Fax:(949)645-9554 www.LSarchitects.com FS:30.29' 50 00 '/ / y11 \ • by/ • 0 - - \ ?3' 0/6 4�,� .,� /' /' //' //' // --------- / \ \• ,> �• - %. �' ,/'' //'' //'' //'' //'' , - �_L __ _ \ ••��. FS:30.29' ••\ /� '''// / / : 31�� ~�-------------> \ \ 1 LAIDLAW SCHULTZ .96 /-' Se/ ///' ///'' / ' / \, /' ,••�• FS:30.29' a. "/ �J / \ / / / 'L , 35. / / �j� /' / /' / / �5 i ti18 ~ // i D�0 D1 18g5 gg 'L ', •�'�� o / �� '' oo, eb i j�^ / /' s�' ,�o• / '� ti1'_ / G� / \,` (R o n� �� p a, {a 0�6� 9 / '/ O 27.4 //q5 i/ / / i/ �1 �1 \ l d e tyre ' p .s '' 1�56 \\`• '''' i `\ \�9 /i-/' / '' /'/ �'//''' /''' I v 'ter, B o �� a / —� 0' / �� / •1• Y \\ D d ,, Qth /,i l I Seotcr /�,/ /,' /i i // '/ '' \ da ° '�/ / 0 4n �A11(1,g4 41yy/ I 1 I O/ .d job 0*1 4a ' ; ; , t' ___----- ----_ ` I ®� ° / : / Q� Q{ tQ I QL tQ .12 .d D d (fie 18 ♦•\\,1 ! l� TW: 35.00' `� �6 E e g / / l� W: 35. 0' 1 �9 / I m(gS d \I 4.. \\ 3_=T / boy AD, dp ,. ..° 1 1 5° 1a16• I /////// / I � D `♦ / ti6 / T.O. Parapet:47.33' I ,, S� �e't d l v /� 11 �G• \ IA •q6� ✓ c D ° •11 Og I d2517 q d .p d I p f 'A d p. ' y♦ / ,��1� / ti�8g 61 �5� / I p cop 6 111 i ♦`\ - �R�1-------------�4g1 �h61 /�boz �gk Wood stairs Ilk95 2502. / ° ---- d` . a1 .4 1 p r�Ark. \ e D d n o /TW:32.50' / TW:32.50 6 I \ I ♦ " .8 /' PROJECT / a`�e I ,-'' 215 Riverside Ave T.O. Parapet:49.25' . ' p. `� building ��' ; eN ( /I Newport Beach CA 92663 o11 d 11' 31 11 / �• � ' N ' I' J TW: 29.00' I I I I I I B B B 0 B 0 - - - - - - - - - - _ D 6►�9 \� 1�. I '/ FS:26.50' ., — I 6. i D 1 `. 11 I ! d ,2`♦ I I I I I I I I 1,f���sh / �0 1 D Q , 1 c °' \ 6J� I DRAWING DESCRIPTION 00`♦ _ . e A �%* : o )d d p Max Height Diagram 1 p Os�r'" AEI.\� ./ p. / D D .d /_\' q : . Dom. W %, _ o d 69 17.5 96 . ' p/ d pd. f� v p \ DATE ISSUE/REVISION DRAWN REVIEW ?6 .` / (f - D D. d 16.9Z 16'. D/ AA 8 .• d i 1 /•'D. `♦ Q i—' .• ,"' ' .. ..d'< p 14 p_ .16?� ° D16, d• dD �e ° `�� I 2.7.2019 CUP/CDPSubmittal JY SL I I 1 TW: 32.50' bt .- 1a•Q6 p 'd (;� D ko9 . \ I ► d `— a. l /- 16• 18.5 W + . p / - % T.O. Parapet:47.33' ° d ' /�25 p D D .. d d \\ a d `J L` / / � _- -,•`-_ ' / TW•i 900' D -_----__— ----e . d 4� TW: 29.00' ° D 'N 64'4;7 18 N4�3T 8�, .pW 4.44'°. d° FS: 76.50' °. c a. d d FS: 16.25' P 6� d d . R=90.60' 0=21° 53' 06" L=36.90' L d p° p D D' D ' ° _ -- d ° , d _ p e / —--------------- d D D d d d p \\ "/ • i ° • �— o D p e� e�e �� (• 1591 �et ° p Q d ° d° Pj 6�————————— — 1651 Q Pots QQ(�\t\ ---------�--- Q D d dD.. 1�R D p. 5 15. 90 �6 :dp16. p.. Gp 5.26 .d pd D '° 15g p D D G o1 a p. d D d .d 6 61V' 1g• 46?� d��. d d D: Se'oe( D D .4 D d S G 81 IN D . d d `�6 S?`9 1y8�• d D 15. 561 �. 1568 •5� Z / 1 s I 1 . 3 16�a 156�� 155 15' 15� 1 16. 1 151Ry1� �G NOb 5ti1 / --------- rL Avon St. 1 15X 1y _--- ----------------- ------------- / --------------- - - -------------------- ------------- / 151g 15� 155R 1h�1 17, \c :0 Af?C SHEET NO. A d o p 19 1 v G� C� All drawings and written material appearing 61 herein constitute original and unpublished work of the architect and may not be / duplicated, used or disclosed without the \ N� u written consent of Laidlaw Schultz Architects. y� RENEWAL �� 3111 Second Avenue Scale: 1/8"— 1'-0" Corona del Mar,CA 92625-2322 F OF \�O 1 Building Height Limit Calculation - C 1'\�- (949)645-9982 Fax:(949)645-9554 www.LSarchitects.com I. All work shall be performed in accordance with the Local Building Officials, all 8. Materials or items designated to become the property of the Owner shall be as Federal,State, and Municipal authorities having jurisdiction over the work. shown on the drawings or will be so tagged by the Owner. Remove such items with care and store them in a location designated by the Owner. Any 2. Demolition work shall comply with the requirements of ANSI A10.6 Safety questions on untagged items shall be brought to the Owner's attention. Requirements for Demolition. Remove all other items from the premises and dispose of legally. 3. The Contractor shall visit the site and carefully examine work of this Section so 9. Remove floor coverings, ceramic tile, etc., so that the new flooring can be as to become familiar with existing conditions and the nature/scope of work properly installed flush with adjacent surfaces. This shall include removal of and difficulties that attend its execution. adhesives under resilient flooring and removal of ceramic the and setting beds. 4. Contractor to meet with the owner to determine if any additional appliances, 10. All demolition and removal shall be brought to a natural stopping point. Any equipment, etc. are to be salvaged. material removed by mistake or in excess of requirements shall be replaced at the Contractor's expense. Protruding materials shall be cut back 1" behind 5. The drawings may not show all removals required. Contract includes all work wall,floor, or ceiling surfaces. necessary to produce the final arrangement as shown, leaving to existing work which is no longer needed. The Contractor is responsible for the entire 11. Execute the work in a careful and orderly manner, with the least possible demolition of the space including walls, ceiling, all finishes, interior equipment, disturbance. lighting and wiring, and plumbing lines as required. This includes all items located above the existing ceiling and ductwork. 12. Remove debris as the work progresses. Maintain the premises in a neat and clean condition. 6. Before starting any work relating to existing utilities (electrical, sanitary, water, heat, gas, etc.) that wall temporarily discontinue or disrupt services to the 13. All finishes shall be removed to face of stud at both interior and exterior at all existing building, notify the Owner seventy-two (72) hours in advance and living areas, unless noted otherwise. obtain approval prior to beginning work. 14. Coordinate demolition plan with architectural, civil, and structural drawings 7. Provide and maintain temporary protection of work to remain where paying special attention to beams, headers, etc.which are to remain. demolition, removal and new work is being done, connections made, materials handled, or equipment moved. Contractor will repair damage to the building 15. Provide required shoring as necessary for safe removal at required areas. ------ Existing to be Removed as a result of his operation. Fallow all OSHA and CBC requirements. 2 Demo Notes 3 Legend 00 PARCEL 2 R / ••\•• PMB 237/35-36 j h% 50 ---- �19 \• architects �- - - - \•. PARCEL 4 - _--------- \ P _ - 45 LAIDLAW SCHULTZ �('-----_____ '•\ PMB 237/35-36 It ~ram------------- \•• 35 1 (E) Portion of Site Wall to Remain \ /� ' /// / ' •�r - 29 ' /�•• / -�° - '-----' / a °� -/- Ale r°:' • G D 1b 9 (E) Portion of Site Wall to be PARCEL 1100, • ° o\e removed PMB 237/35-36 /-' "'/ a Its 2 �, /' / r°�g ' otd Sev� ' 0 00'1 / " ' T�' � 27.4 27.5 27.4 l �' i' `�� Z�� •\ I d�eotor.d 18yh XA Ill 21 \%% Seotc -0000 /� I \% - / U�" \ 0.5 '� / - ' -------------------------`_` �/� POR. LOT D ��5 `��5g III °{ t° °{ t°°{ I °{ t°°{ �+ ; / , ,� �` �� / / E Area to be demolished for \ / / TRACT 919 new driveway //- � (RSB 270110) ,. ------------ - \� \ I D �30 o� �o 11 ^ dt 02 �1 1 50 1 16 r a / h • I D D I d o\e � (E) Site Wall to be removed PROJECT rh ► \, ;° ---------------- 0 T d25.17 d ° d � �. D: 2fo� i 6�G-11 O d i / d �1�g I 215 Riverside Ave . .i '� 1 Zk 8� 2y I , D. . m b• 111� I �, ''" _------ � --- �, Z�eg ��. a. D I 1 Q9 F F• I � � 2 �° D� : d . . D \\\ I Newport Beach, CA 92663 �� it I I • 2�01------------- g1 hg1 �g� Wood stairs ILk� 25.02. -1 �� 0 11' , 8�. ° ��. a \ oro\e i ,g � Z 17.1D d '� 69� d _ D >i d I I D'd+ � 0 / dt I \ t(\ \\ / DRAWING DESCRIPTION LOT E , I , IJill TRACT 919 � �`S,11 Demo Plan ° 0 , a I e gb D 1\4 o\e W (E) Portion of Site Wall • `� �// 1 I n\ 0. \\ to be removed i I \ ti1 Existing building 1B� I d 1n ,0 5 ° ° 5 \ Aft (E) Building 9 9 I dt d �1. 41' d Ni.. y4 N11� o\t\ \\ I //''/ \1� DATE ISSUE/REVISION DRAWN REVIEW d D �6at , a d 2.7.2019 CUP/CDP JY SL ,�11�• Submittal I o II I to d (E) Building to be removed lu- .: Q W ° I I /// \ i 1 ---- -- Q ---- 9 17 'd . /d Dp d D A�/ D D D .4 d d �, _,,--' /�� g8 ___--'16 R100 e ; ° dpb•� 17.5 1bgb ,D D/' Dd'. d ,`�,dp°' 17.6 6------ 16.94 D .: d D ' ° 1b D. d 16.97 p / 6f°� a p I �L pr /' • /SP\ ca (y1`��C . ° paf• d a D \ /20 e� Gd D T ape �. Z d ° d ' ° d., D •D a /' . 9 ''JJI I I d. / �0 �9• �" 1a. •w A� •. 66 .. pd �� .° D ` d D 'a {`fl �• p + d. \ : // �� ° d d D" ; 27 668 A. ° D ° �etd RCE Tv p d Se p . o • / \ " 1. �♦ p to G .° d D ' d - 5" . d \ / d . / 1 /-I` 1 ♦ / / '�(�.• �, pd' '' D.G1J pD 4 D •� D' d 0 ' Da : d '. •��i• \ // R=409.51 ' d ° D d D p IV'.64'3T'18" AV 44.44 p-p p. p c 56g \\ I d 3g !.1�04'09'^ /p {�00 4 D :.4r�''•" d D � G D d p". A 5Z d. ° m i d A. p D I _ ����•2��� .D d dp \b' p p d d D' i \ , - ' G L=36.90 ° ...d .. D. d ° 10. d d D •d R . d=21 53 06 d ° . d A p d d D D.1Ca•J . c et \ °� .G dp ° D D d D. d d DD °� d d. d D ° \�o \ N. Ob t d Dd D. d D D p d D d• d D pd °. . D d U 16� p /�_� 2 o D rc�e�et fib• �\e fete �G• ,yg1 het D o d a 20 �9 M - �`o , VA t �b� y !IV ----------------- d °t\'\ �e �e�et O dD °. ° - d P i byb ( Q° ------------= -=-:ao 4*' a �5 15 g0 I d (E) Area to be demolished for '' ° 0 cn d 15.26 I p . new driveway 1 ( ° e ' 159 ° .° p° D d D D T °fro\e 16. Q d D Q D D I � b 19• �s?� r�, a d ° o S ,fie d bg1 1568 ? C' :g 5tib Zg d c 1Z ,S�j I / c bib�' S6Z ygg 156�51 1 1b�� � 15 G � ,�� •`�� I --------- AV O N STREET --- 15- -5-y---�5----=c-------------------- o° ----___-- °-------------------------------------- 1b5Z �5b0 1fa50 � d A ing 5�1 / D. SED Af?C SHEET NO. 2 k" _- ��j• . p v G �y /\ All drawings and written material appearing • _�� �� 61 herein constitute original and unpublished work of the architect and may not be duplicated, used or disclosed without the Je N� u 7 written consent of Laidlaw Schultz Architects. y� RENEWAL ��\ 3111 Second Avenue Demo Plan Scale: 1/8"= 1'-0" F OF C A�\F O Corona del Mar,CA 92625-2322 (949)645-9982 Fax:(949)645-9554 www.LSarchitects.com • All dimensions are to be to the finished . At bathroom accessories,such as grab 0 Per CFC Section 509.1, Fire protection face or centerline of the partition U.N.O. bars, towel bars,soap dishes, etc. on or shall be identified in an approved within walls shall be sealed against manner. Rooms containingcontrols for • G.C. to layout (in paint) the locations of all moisture. Provide backing as required. partitions, doors, lighting, ceiling elements, air-conditioning systems, sprinkler risers sprinklers, switches, dimmers, thermostats, and valves, or other fire detection, power&comm. outlets, millwork and Avoid cut tiles and brick. Layout to furniture for approval by the Architect consider final requirement, adjust as suppression or control elements shall be prior to construction. necessary. Notify Architect of changes. identified for the use of the fire department. Approved signs required to • It is the responsibility of the contractor to Per CFC 3314.1, in buildings where an identify fire protection equipment and bring to the attention of the Architect any automatic sprinkler system is required by equipment location shall be constructed field-conditions that do not allow this code or the California Building construction or installation as drawn. g of durable materials, permanently Code, it shall be unlawful to occupy any installed and readily visible • Do not scale drawings. Dimensions as portion of a building or structure until the indicated take precedent over drawings. automatic sprinkler system installation • Provide continuous metal backing for has been tested and approved, except reinforcing of walls to hang millwork, as provided in Section 105.3.4. furniture shelving or cabinetry. • Roof-mounted mechanical equipment • Per CFC Section 3315.1,Structures under shall not be visible in any direction (360 construction, alteration or demoltiion degrees) from public right-of-way or shall be provided with not less than one adjacent residential property, as may be approved portable fire extinguisher in seen from a point six feet above ground accordance with Section 906 and sized level for not less than ordinary hazard as follows: 1.At each stairway on all floor • Provide millwork shop drawings for levels where combustible materials have Architect's approval. Millwork to comply accumulated. 2. In every storage and with the recommendations of the construction shed.3. Additional portable Woodwork Institute of California (WIC). fire extinguishers shall be provided • Any door hardware associated where special hazards exist including, withmillworker provided doors is to be but not limited to, the storage and use ordered by the millworker. of flammable and combustible liquids • G.C. to provide full-time superintendents' . Wall, floor and ceiling shall not exceed supervision on the project. the flame spread classifications in CBC T-803.11 4 Key Notes 3 Legend 2 General Notes PARCEL 2 J/ PMB 237/35-36 / Of PARCEL 4 PMB 237/35-36 architects LAIDLAW SCHULTZ 23 J D ' /f \,� O \ / �1 d ° `\ 40' .,/../ \•�\; � �0 � � Leo\' � 6 �� I COO 12 19 191 PARCEL 1 PMB 237/35-36 / ' `` '�`� ,�/ coo I / 9 ,sec 0 17'-4" 19'-11" i 1�� /I �d' 0 \ 9 00��,/ \ / 1 1 , `%\ /", � 1 1 8'-6" 6„ TW: 26.50' ---' �0 /�' \ ter ✓ 0,000, \•, .0/ w FS: 20.00' FS: 19.00' "10, I B� ° 1 1 1 74% 70% �e Ram U \e p p \ ♦, \. ` 13'-7" 12'-2" 1 -8" \% 1 1 I 1 1 1 ♦ 1 1 1 1 I I I � \♦ q, 0' 1 1 1 I I 1 ♦ 2 \`♦ 1'1 1'1 1'1 '1 11 I'1 O I 1 50 \\ fl•162 I / A.301 \` � 1 11 1 11 I a A� -61 \` A.400 _ \ 0: li 11 li li li B�tMrooT ' 11 _ A.400 — I °% = 11 1 11 1 '1 1 - 3-8 �� 11 11 i li i 11 18'-0" clr. 9 j \%, 11 '1 FS:111�00' II — J �' 1 I PROJECT 215 Riverside Ave ,p 1 1 I 1 1 1 \ Newport Beach, CA 92663 o I \\ • 10 !�♦ ®� O 1'1 1111 1'1 111 1'1 1 6� �� I 04 L O T E / \� '`• 1'1 11 8'-6'typ. 1'1 'I 8'-6" 11�I i \09 �\ T ACT 919 ; \ ; \`\♦\ '� 11 '1 k a S�`°cmCD I o DRAWING DESCRIPTION v v , 8�� 1 1 1 1 1 I First Floor �. 6 '� � Ii \ \ % 0 0 1 1 1 1 Commercial Space ' ��5 Q �°\e I Floor Plans eo L 1389 sf. I 10 5 ��' \�o� I I • \\\\\ 'S\♦ I I I I I I I I I I I I Trash , 16 9 • °(� \\ \ 1 I DATE ISSUE/REVISION DRAWN REVIEW � Ar 11 2.7.2019 CUP/CDP JY SL Submittal I i ♦ ---- IS -- 1 - I \ � ♦ i'\ I �`♦ CIL \ i o -------------------------- �v v %% - -- FF: 16.50' \ \\ \\ '/ . - --------------- \ 8"typ• 00 J - R 2 c• � I rr �j i --- ----- I - 115 67. Tin- 0 i 36.9 R clr. clr. ,i R=96.60 d=21'53 06 16• sec �e \\ o 16p0 �� ��� � o . r��e,�et 165 16 \� het �e�ec 6��� 15•°J1 ec �\ �' 20 x, ---- 24'-6"clr. - 1656 0 \ ' 43'-4" 42'-0" 8'-6' Q 27'-9" --------------- 5gh - 15 15. g0 15.26 K�$1�, 13'-1' e 159 121'-7" "� 16'-3" '-0'` � � I 1 �s�� 16�p-' 0 � I I 1561 %l `S 8 �`s?9 15a • / A.300 5 1� 15�1 h 1 1y6a 2 .526 1616�• •1566 6� 1559 156�51 16� 1 •�, I / 1 151��1'S'(G• 15�� 5�1 / 1�1 --------------- AV O N S T 15 _ 15�5 _�5ti ----------------------------------------- A---- 1y1 :55� '650 o oo I �h/ N551 1y�� g I / q . 200 • 1561 --�_��.��\ i / USED Rcti% SHEET NO. ----- —— 1a v G All drawings and written material appearing 15' 61 herein constitute original and unpublished work of the architect and may not be duplicated, used or disclosed without the �—— :—— o N u written consent of Laidlaw Schultz Architects. 1 Main Level Floor Plan RENEWAL �\ 3111 Second Avenue Scale: 1/8"= 1'-0" �F OF C A�\�O Corona del Mar,CA 92625-2322 (949)645-9982 Fax:(949)645-9554 www.LSarchitects.com • All dimensions are to be to the finished . At bathroom accessories,such as grab 0 Per CFC Section 509.1, Fire protection face or centerline of the partition U.N.O. bars, towel bars,soap dishes, etc. on or shall be identified in an approved within walls shall be sealed against manner. Rooms containingcontrols for • G.C. to layout (in paint) the locations of all moisture. Provide backing as required. partitions, doors, lighting, ceiling elements, air-conditioning systems, sprinkler risers sprinklers, switches, dimmers, thermostats, and valves, or other fire detection, power&comm. outlets, millwork and Avoid cut tiles and brick. Layout to furniture for approval by the Architect consider final requirement, adjust as suppression or control elements shall be prior to construction. necessary. Notify Architect of changes. identified for the use of the fire department. Approved signs required to • It is the responsibility of the contractor to Per CFC 3314.1, in buildings where an identify fire protection equipment and bring to the attention of the Architect any automatic sprinkler system is required by equipment location shall be constructed field-conditions that do not allow this code or the California Building construction or installation as drawn. g of durable materials, permanently Code, it shall be unlawful to occupy any installed and readily visible • Do not scale drawings. Dimensions as portion of a building or structure until the indicated take precedent over drawings. automatic sprinkler system installation • Provide continuous metal backing for has been tested and approved, except reinforcing of walls to hang millwork, as provided in Section 105.3.4. furniture shelving or cabinetry. • Roof-mounted mechanical equipment • Per CFC Section 3315.1,Structures under shall not be visible in any direction (360 construction, alteration or demoltiion degrees) from public right-of-way or shall be provided with not less than one adjacent residential property, as may be approved portable fire extinguisher in seen from a point six feet above ground accordance with Section 906 and sized level for not less than ordinary hazard as follows: 1.At each stairway on all floor • Provide millwork shop drawings for levels where combustible materials have Architect's approval. Millwork to comply accumulated. 2. In every storage and with the recommendations of the construction shed.3. Additional portable Woodwork Institute of California (WIC). fire extinguishers shall be provided • Any door hardware associated where special hazards exist including, withmillworker provided doors is to be but not limited to, the storage and use ordered by the millworker. of flammable and combustible liquids • G.C. to provide full-time superintendents' . Wall, floor and ceiling shall not exceed supervision on the project. the flame spread classifications in CBC T-803.11 4 Key Notes 3 Legend 2 General Notes PARCEL 2 PMB 237/35-36 �`• °� ', �� --- — 45 '`\ PARCEL 4  — • / '" -- PMB 237 35—36 a architects / LAI DLAW SCH U LTZ .224 0 FL 0 // T 40' /l 0 FG: 34 �� ° �� �' ,\� // ,fig• ti5 i 12 19 9 1g• 1 .5gq0' PARCEL 1 ' PMB 237/35-36 R \ ,00%--11---_.-�� / y /' TW: 26.50' /' `L1'21 `• I eo�Gr `j. TW: 31.00' \ 1 8_6 2' 7" I 1 TW: 35.00' ' r I , t/ e� ° \•. /.�/ , % //� .rt\' B� ° w® F : 25.00' FS: 24.00' FS: 20.00' FS: 19.00' _ \ / A 8 / - - e� ° 0 707o 74% 70% �e bo 1 `. �, /' ' ,' / -- �� o R 746 Down \e 1 / ````��I \%% % h // // l� / TW:35.00' \ �� g 6"tyP P �e \ \: TW:35.00' '-0" I 01 1 \ / l i 11 20-2" 13'-7" 12'-2" pool. \IOI 1 1 \ / \ � 2 l<PI I 1 \I \ 50 A.301 �\ i II \ 0 11• A.�1 `J 1 / /i \ \ 2 �l \v ` \\ )Bathroom /' 2 A.4 A.4 \ _ 1 1 00 *%�\i FS: 25.00' o --- J 5 09 O� _ n/ I PROJECT N I I ryv� ;vvv vvv a8 _ 2% w� 05 1 215 Riverside Ave v�� vv vv, ------------ ------------� .2� o Newport Beach CA 92663 • \ \\ \ Second Floor ' 1 e \ `• \ b 10 Commercial Space � ,9� � \ fro\ 1 \ \, 8'-6"typ• 9'-0" 9'-0" 9'-0" 1'-4" 1641 sf. ' \,S i � \ Parking Stalls o t�9 0�� o LOT E Below d. tm �� ° TRACT 919 ' \ ' k to a ^ � f s I I \I \\ \\`, y 8� TW: 32.50' I I \• \��\ 1 � ,� DRAWING DESCRIPTION I 56 Floor Plans r ------------ ----- ------------� % I \ \\ \\ TW:32�0 0� �� B� �� B� �� B� �� �� �� i FS. 4 11 16�1 1 d<0�� 1 \\ % �W 29 00' �� �� �ro cP� �ro cP� �ro cP� I 25 20 ; 16 9 t�((� DATE ISSUE/REVISION DRAWN REVIEW \\ \\ `r\Y DN ---- -UP-� 1�. I �o 11 2.7.2019 CUP/CDP JY SL 1 Submittal FF: 32.50' \ \ I � /\ \ • 1 \ bo I � vv vFS: 26.50' ���i .6• • J ' \/\ \\ \\ice `, M - ,-�ip G �� 1 / ---- - -- �- TW: 29.00' _ .�—' ' 64'37'1 W 44.44' 69 ' ---" _ ------- _ _ _ -- TW:29.00' I I" 3 .90 R ' ?=96.60' 6=21'53 O6 6 "L 16 tet 1 ''' _-;' ; j ,, • tgt tie _ 27'-9" 18'-3" rc�ete� 165 het (�ete� 6,�3 15°J1 eta et 1 0 2 �6 A.300 159 1515 15. g0 r 15.26 \ 1 2 o\e 5�9 Suet 1 Z 1 5 1 • 15�1�Wl156 w 1 ' o �p o 15• 1� 1 • 5 -----------------__ J AV ON --15---— -15----T----------------------------- ------- / ----- ----------------- ----------------- --------- / 1511 �0. 50 3 / S p RC SHEET NO. CA All drawings and written material appearing herein constitute original and unpublished work of the architect and may not be duplicated, used or disclosed without the u written consent of Laidlaw Schultz Architects. 1 Upper Level Floor Plan RENEWAL �\ 3111 Second Avenue Scale: 1/8"= 1'-0" �F OF C A�\F O Corona del Mar,CA 92625-2322 (949)645-9982 Fax:(949)645-9554 www.LSarchitects.com Line of Retaining Wall Beyond T.O.Parapet El:49.25' 000000000000000 0000000000000 0- T.O.Parapet 00000000000000 00000000000000o Tumbled Brick Veneer 000000000r�r�00000000000 0000000000000o EI:47.33' 0000 00��0000000000 - o00000000000 00000 �000000000000- - o0000000000000 00 JF' J000 o�-ram moo���-o 000000000000 00 ou���uuoouuu�u�ou�uuuoo 000000000000000- o - o 0 00 000000000000000 0 0 0000000000m000 o _ moo - - o Canvas Awnings - 00 0 00 - - - o0 Metal Windows&Doors 0 00 00 00 00- - o 00 - _ o Planter Box 00000000000000m00000 000000007-7om000000000000 0 ® om00000000000000000000 - Second Floor 0000000000m000000000000 — 00000000000000000000000 0000 000000000000 - - o EI:32.50' oo�-J�r�r�r�r�r�r�000000 - o000O 00_ o000000000 00�00 0 0 �oo 00000000000 0000000 0 - o 0 0 000 000- - = 00000 0 0 00 00 00 0 000000- o00000 - o0000- o000 - - o- - o0000 �0000 o Metal Picket Railing 000- - o 000 I)) I oo - 00000000 00000000 - '. 00000000 '. - _ 00 00000000 000000000 00000000 moo 000 ❑ ❑ . o o � - - - 00000000 00000000 00000000 _ ` I o - _ - o00000000 00000000 00000000- -oo - - - 000000�� o0000000 o0000000 . o0 0 oo�oo�oo 00000000 00000000 00 00 o Upper Parking Level ------------- ---------------------- ---- 0o Tumbled Brick Veneer — _ �o0 00 EI:25.00' 0 00 oo o - o0 000 0 oo - o 0 000 '_o- o o o _ o 0 0000 000 o architects I - _ , . E• 6 0' ------------------------------------------------------------ ------------------------------------------------------------------ -------1---- --------------------------� Lower Parking Level Canvas Awnings El: 15.00, Pin Mounted Metal Signage 2 West (Avon) Elevation Scale: 1/8"= 1'-0" PROJECT 215 Riverside Ave Newport Beach, CA 92663 DRAWING DESCRIPTION Exterior Elevations DATE ISSUE/REVISION DRAWN REVIEW 2.7.2019 CUP/CDP JY SL T.O.Parapet Submittal EI:49.25' 0000000000000000000 00 00000000 - T.O.Parapet _ 0000000000000000000 - o - - o 000- - I oo�oo� oo EI:47.33' 000000000000000 0000000000000000000 00 000000000000000 oor - r- r- ���000000000000 0 v- 000000000000000 oc �� 00000000000 00 00000000000000 - o0 00000000000000 oo = o - o00000000000000 ors oo --- o 00 o� 000 000 000 0 00 000 000 00 00 000 00 - 000 o - 00 -oo - 000 000 o0 - 00 000 000 00 0 000 oor� 000 o - o - 000 000 000 -o 0 000 000 000 IF T 0 o oo -000 000 - o o o -000 000000000 - 0 00000000000000000000 0 Second FIOOr o o0000000000000000000 0 - EI:32.50' 0 00000000000000000000 -o0 o -o0000000000000000000 -o- 0 00----- -0---- 00000 00 0 0 000000000000000- - 0 000 �000000000- - - o 000000m000000000000 -Ilo - 000000�p�- -000000000 - o_- 000 00 - oo -o0 o 0 Ll ❑ 000 00 = � moo ono 00 00 000 0 000 00 o 00 o - o01111 0 000 00 0 000 o - ® ® Upper Parking Level 000 000 000 0o EI:25.00' 0 oo=- C 000 000- o - ------ J== - 000 000 00 000 =,:== mo 00 - o -000 000 000 0 00 - - - 0 00 0000000000000000000 0 0000000r�000000000000_ o - 00000000000000000_m 0 0000000000000 - 0 00000000o I ® ® o o o Ground FloorEl: 16.50' L J Lower Parking Level El: 15.00' A 30 USED ARCM SHEET NO. Ck All drawings and written material appearing 6 herein constitute original and unpublished work of the architect and may not be duplicated, used or disclosed without the NA u 7 written consent of Laidlaw Schultz Architects. 1 South Riverside Elevation RENEWAL �\ (Riverside) 3111 Second Avenue Scale: 1/8"= 1'-�" �F OF C ALA F O Corona del Mar,CA 92625-2322 (949)645-9982 Fax:(949)645-9554 www.LSarchitects.com T.O.Parapet El:49.25' 000000000 00000000 00=[ 0-) 0 000000000- 000000000 - o000000000 � T.O.Parapet o�o�o - �000�000�o�oo EI:47.33' 000000000 00000000000 000000000 00000000000 - o = oo .00000000000 = = - o = o - �0000000000 - ��� - - o = o 00000000000 iJo 00 0000 0000 00 00 00000 0000 _ - 0 0 000 00000 0000�- 0 000 - o - o0 00000000000 o- o0 00000000000 00 00 000000000L- - 0000000000000 om00000000 - JL00 - oo -o0000000000 00 00 00000000000 E- - o0000 0 00000000000 0000000000 00000000000 - - - o00000 00 - - o000 - - - - - - - - I. - - Second Floor r7L0000000000- o000000000o EI:32.50' 000000000 00000000000 - - - - - 0000000000 00000000000 - - - 000000000 0000000000 - 0 -00080 - 0000000000 00000000000 - 000000000 00000000 - 0000000000- E=J=00000000 - 0 - 0 0 00000000000 � i- � - 00 00 00000000000 - 0 0 00- oo �o o � ® _ Upper Parking Level ono - - - - - - - _ architects 00 00o - LAIDLAW SCHULTZ Ground Floor Lower Parking Level El: 15.00' 2 East Elevation Scale: 1/8"= 1'-0" PROJECT 215 Riverside Ave Newport Beach, CA 92663 DRAWING DESCRIPTION Exterior Elevations DATE ISSUE/REVISION DRAWN REVIEW T.O.Parapet Para et 2.7.2019 CUP/CDP JY SL Submittal T.O.Parapet 000000000000000000000000_---i 0000o El:47.33' -�oo�oo�o�oo�ooaoo�oo�o�o�ooaoo�o 000000000000000000000000000000000000 000000000000000000000000000000000000 000000000000000000000000000000000000 000000000000000000000000000000000000 00 -� � �o � 000�000mo�00000 - 00 o o0000000000000 - - o • -o- - ��� �� - o ��� � -o000000000000- - � ��� o0 - o0 00 000 0000000000 - o 00 00 =E 000�00 0 00 0 0 0==0 000000 -o0 00 00000000000000 0 -o0 00 000000000000000 - o 00 00 00000000000000 0 - o0 00 000000000000000 0 - o0 00 00000000000000_ - o a o0 00000000000 - o - -o 00 00000 0 - 00 00 0 - o00000 00 0 00 - o0000 0 - 0000000000000000 0000m000000000 0000000000000000 �00000r000000000 - o000000000000000- I- Second$eCOnd Floor 0000000000000000 JL / o000000- o00o EI:32.50' 0000000 0000 - - o000000 00000- - - _ 00000 0000000 - moo o �o�oo�0000�o O - - \ o 0000000000 00000000000 =E- 1Eo00000000000 IE ALI0000000000000o Upper Parking Level 0000000000 - 0000000000000 0000000000000- El:25.00' 0000000000000 - o000000000000 0000000000000000 oo�000000000000 - 00 000000000000 0000000000000000 - 0000000000000000 00000000000��000 0000000000000 000000000- o � moo 000 o000000�0 0 00 o J== - O ® ® 00000000000 0000000000000000- Ground Floor 0000000000 - _ ® oo�000 I 000- El: 16.50' _Lower Parking Level El: 15.00' 01 USED ARCM SHEET NO. C k All drawings and written material appearing 61 herein constitute original and unpublished work of the architect and may not be duplicated, used or disclosed without the N� u written consent of Laidlaw Schultz Architects. 1 North Elevation o� \F y� RENEWAL �� 3111 Second Avenue Scale: 1/8"= 1'-0" F CAL O Corona del Mar,CA 92625-2322 (949)645 9982 Fax:(949)645 9554 www.LSarchitects.com T.O.Parapet El:49.25' T.O.Parapet Ft El:47.33, R C er alfrexBathroom C me cial rea Second Floor El:32.50' - -- -- -- -- --rr -- _- -- -- -- -- -- 7--- ,- v-----To------- - Upper Parking Level ' El:25.00' m r ial A a Bathroom -- Ground Floor - - -- --- architects Lower Parking Level LAI DLAW SCH U LTZ El: 15.00, 2 Section Scale: 1/8"= 1'-0" PROJECT 215 Riverside Ave Newport Beach, CA 92663 DRAWING DESCRIPTION Sections DATE ISSUE/REVISION DRAWN REVIEW T.O.Parapet 2.7.2019 CUP/CDP JY SL El:49.25' Submittal _ T.O.ParapeH . El:47.33' I _ ]Anmerciall rea TIE -E I Second Floor El:32.50' . . U Upper Parking Level g El:25.00' omm D cial r Da O Ground Floor El: 16.50' Lower Parking Level El: 15.00, A 40 USED ARCM SHEET NO. C k All drawings and written material appearing 6 herein constitute original and unpublished work of the architect and may not be duplicated, used or disclosed without the U" u written consent of Laidlaw Schultz Architects. -7 RENEWAL ��\ 3111 Second Avenue 1 Section Scale: 1/8"= 1'-0" F of C ALA F O Corona del Mar,CA 92625-2322 (949)645-9982 Fax:(949)645-9554 www.LSarchitects.com — % /' // / // // // jam__ 1.1000 oil A aA ,, / // /' /' /' 'j /' /% �' �� l PARCEL 1 / PMB 237/35-36 /".0 j;,-' ,,-' / USA � \, �-' V \% \ ,% Seo • ,' / /'' /-' /-' '' a 1 i \ / / .' 1N'" /'n,tIY� \ % \ ' i i i �6 \\ % loll polio. \col 1 1 \ l \ 11 -I \ _ I / r I .�Y e , r / 1 \ A I / , - I 1 \ D J I / I I \ 1 CV 47) , % \I I\\ , 1 L I Jl e} / G. LU / 1 I 6 11 M I \ \ \ / -------------------------� \ I \/ • � i �;\ N V-) \`\\ Q\� �Q W LOT E I\ TRACT 919 I \ ► ��• '`\ I Z � r I \'�n o\e architects r---- 1 G• \ Qr 1 Commercial Area `\ \`, //-' o D D D D 5° �1 5• 6�� 111�� (o\t\ \` I Q LAIDLAW SCHULTZ ' 0 I I \` /\ \ j\ /' D D D D W / in 1 38 sf I �6• I o I I \ \ Yp ' L 2 1104 sf 0& _-_--- , V) 3 499 sf Total.- 1 ,641 sf I , 1 — 1 6� I I \ \ / s.::•. . 0 c D \ I \ 1 4 I \ 'x. / 5• 2 / 1 / / c• i R l 1 �• \ I ......... ... A 14 sf �__---�--� —----- 06 • ---�------- N 64'37'1 ,-„_•w•4-4.4-4 B 185 sf 27'-9"- 36.90 6•,��" 6Totalm 199 sf R=96.60' 6=21'53 •g 0 5 ,�c�69 ( \ 1Ii �e I —�I i Tc stet 16�p ,�6 �� / �g10A 20 1, 2 Main Level Floor Area Scale: 1/8"= 1'-0" ,,� 40' NS - / / PARCEL 1 p� o\a I fig. 1 PMB 237/35-36 1 ./ /- v I \`\\_-- PROJECT \.% �o�r`�9 --/-- 1 215 Riverside Ave \�, )\ c ed, {a ,/ a II D SeQ( Newport Beach, CA 92663 I 1 I \ - ♦% e ' I 1 II I I DRAWING DESCRIPTION 1 ' I (e\e `25-10" \\ i Area Calculations ♦ \♦ 7" 116 1 \%% `\\ i DATE ISSUE/REVISION DRAWN REVIEW \` ' '� 'i '� i '� i Poo. 2.7.2019 CUP/CDP JY SL , 1 % \ '� ' i ' i I 5 �`\ I / % 11 1 II , ♦ N150 1aN6. / Submittal O \ 1 1 1 I I I I I `♦\` 111 111 111 li 111 11 `\ i--- lLAJ � �/ •�G I I ` / ' V 1 1 ' ' ro\e LLJ LOT E ' \ \`, a '1 11 'I '1 'I 11 ■ :'i d �09 ( \\\ I TRACT 919 ; ��� ; \\\ ', 11 ; 'I ; 'I 6 ��. I Z W \e 1, fox, I \ \ ��. 16Er \ / Commercial Area \• I I I \ \ \ , 1 2 619 sf4) % CD co c I \ \ \ 4 14 sf I I \ \ L ---- :. :.: :.. \ I G I \ / I 1 f I \ 5 36 s ♦ --- --- / Y G• 1 \ t l -- �._ . . ........ \ I ..:....... :.... ..::::.: . ...... -� - - :4:., /�/ /,i _- N 64'37'1 ,,<.,W 44.44' Total, 1 ,389 sf ,-/ ,-' I ; ; - -- , :-__ _ ,651 I 96 =1 R=96.60' = '5 20'-2" 7-6" 154" �e( ke( i e � ♦\ r SEo ARCy SHEET NO. ,�o 1 / F I I I °�' 06 e( �/ `\ 1 v G <y All drawings and written material appearing —� F i fie( 165 16 (oe'� ete( (G 5g� ( \ 61 herein constitute original and unpublished e ((\ >ie �/' `\ 1 work of the architect and may not be 20i // gy'/,� ----� — \r Q(k\� (K\o �6� (�e eke( y10 �¢� I'/' 7C duplicated, used or disclosed without the Q(k ` --__ ',r N u written consent of Laidlaw Schultz Architects. yT RENEWAL �� 3111 Second Avenue �F Scale: 1/8"_ �'-G" F o F CAL O Corona del Mar,CA 92625-2322 1 Second Level Floor Area (949)645-9982 Fax:(949)645-9554 www.LSarchitects.com .. .. �,.. r, p<.: i " '.�Lr + xrla. ,, I L Y..�.;l r EI' ,IEq. 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