HomeMy WebLinkAbout215 Riverside-A.100 Project Address: 215 Riverside Ave. Zoning Information: CG (Commercial General) A. Site Plan .
.w' Y• t # . Fire access roads will be required as per CFC Section 503.1.1 and Newport Beach Fire
h Newport Beach, CA 92663 q p p
Occupancy Type: Group B w/separated A.100a Roofing Specification Department Guideline C.01 and C.02
Assessor's Parcel Number: 049 103 17 A. Building Height Limit
N Group S-2 Diagram 0An approved water supply capable of supplying the required fire flow for fire
1 �► �►• protection shall be provided to remises upon which facilities and buildings are
•tii �,. F:.S-Iti�, ._,• , ;: i` v.� r � I Owner. 215 Riverside Drive, LLC A.102 Demo Plan p p p p• g
hereafter constructed or moved into or within the jurisdiction. CFC Section 507.1
F _ 660 Newport Center Drive,Suite 200
",� �,;;,-5,�,,, �.��'' • A.103 Sight Line Diagram
Newport Beach, CA 92660 Construction: Type V-B
.. ::� A. Fire Access Diagram . Fire flow shall be determined as per City of Newport Beach Guideline B.01. CFC
Phone: 949.999.4545 p Y p
A.200 Main Level Parking and Section 507.3
s -• Project Description: New 2-Story Commercial Building with Number of Stories: 2 Commercial Floor Plan
attached 2-Level Parking Structure; Trash Area: 45 net s.f.Street Parking o be re-sped w/ A.201 Upper Level Parking and • Fire hydrands shall be provided and located within 400 feet of all portions of the
(E) Stt Pking ttri
Commercial Floor Plan building CFC Section 507.5.1
(E) Parking Meters to be relocated A.300-301 Elevations
Existing Parking: 14 Standard Stalls • Public Safety Radio Coverage will be required as per CFC Section 510.1 and the City
Project Contact: Scott Laidlaw- Laidlaw Schultz Architects A.400 Sections of Newport Beach Guideline D.05
1 1 Handicap p
/ 3111 Second Ave. Corona Del Mar, CA 92625 A.1 Area Calculations
.:,� x Phone: 949.645.9982 FAX:949.645.9554 A.2-3 Views Standby power shall be provided for emergency responder radio coverage systems
;. ;: v, Proposed Parking: as required In Section 510.4.2.3.The standby power supply shall be capable of
Lot Area: 16,290 s.f. Standard Handicap operating the emergency responder radio coverage system for a duration of not less
C-01-C-02 Preliminary Grading
First Level (19) 17 2 than 24 hours. CFC Section 604.2.3
4 L Buildable Area: 15,126 s.f. Second Level (22) 21 0 Plan
Total (41) 38 2 C-03 Construction Pollution
Allowable Gross Floor Area: Commercial: 0.5 x Buildable Area =7,563 s.f. Prevention Plan
r� Proposed Existing Sheet 1 of 1 Topographic Survey
�w • Area of Structure:
New Existing to be Demolished Pervious Area: 4,440 s.f. 2,833 s.f. Sheet 1 of 1 Preliminary Landscape
;1 Group B: Office Space Plan Accessible Route
Impervious Area: 11,850 s.f. 13,457 s.f.
Main Level 1,412 s.f. 2,910 s.f. Landscaping: 4,440 s.f. 2,833 s.f.
to Second Level 1,332 s.f. 2,573 s.f.
Third Level 0 s.f. 2,573 s.f.
(,-y Total 2,744 s.f. 8,056 s.f.
Fire Sprinklers: Whole Building Sprinkler System Building Footprint
Group S-2: Parking Garage to be installed per NFPA 13
` First Level 8,417 s.f.
Second Level 8,366 s.f.
Total 16,709 s.f.
6 Vicinity Map NTS 5 Project Data 4 Sheet Index 3 Legend 2 Conditions of Approval
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architects
(f)TV�/%41.y5 3�°',-------- _ 45 N LAIDLAW SCHULTZ
�EYPlantin to `S'• �` ----- _(�YPlanting to l ?"k, Bio-Retention Planter Box;
\� r�rrSain; - ----_-- remain;-- J D
Re. Landscape o Re: Civil Plans
\ /Plans,- s- />
(E) Portion of Site Wall to be
------ n removed
`\••\ -A Job
�•\ �/ FG:34.50' � � -- - aso (E) Electrical Vault
(E) Site Retaining Wall I (E) Site Wall
x�
to Remain ----
' ' � TC• 9.61'
22'-8" 10'-5" tit' � `L 1 9.
to ® - TW: 32.00' 1 9 19a5 1
FS: 19.58' (E) TW,26-.T7'
'L _ (N) Site Wall to Connect to
__--- ; ; G �`� Existing
'K� 1 : 19.3 I FL: 18
�p TW' 1 r�9 .60' ,het
l ; o�l Se
(N) Site Wall to Replace/Align ��q° '�,U �,1 , I ,,;', -� 1 1� � � 1•� d• � 6�
with (E) Wall - _ 6 Parking Sign shall read: i
9.0 �: 1'1 - I'`I, _ \, 1, - ' 10" p : 19.35' 16 "No Accessible Parking
� a ,
Accessible Parking located
6" �� TC: 18.99' ,,-
P' FL: 18.32' at the ground level parking
\ ' I TW: 26.17' FS: ' accessed from Avon Street"
1.3� -- '
24.15 FS: o ' FS: 19.14'
TW: 27.60' DN 19.67' L
/• �O \ \1 �1 - -
\%% t - ' �l �� = -q j �� _ 'A
FS: 19.22'
tGred 9'-2" T.O. Rail to follow slope of ramp @ 42"AFF 4' OIY FS: 18.30'
I 11 -III' min 36.00' � .
T O Treii Detectable Warning Strip
45'-3" �e b0 per 2/A.003, min 36"depth
1 - = U 1 e\
' - I
Line of Parking Garage
Wall B Below
�•��i �� C�`�\ B'��/' N = > Driveway 12� 2� 707 1
I
P R FS: 24.15' o FS: 18.55' (E) Telep4one box to be
2 `ice / I/\ i \` 'S _ N FS: 18.47' S removed 2 i
A.301 - •� I \\ Re: A.201 for Parkin 1150 - A.301 1616•
g
layout design FS: 18.14'
25 FS: 25.00' 1 13� FS: 18.22' 'n FL: 17.20'Eave: 40.50' 1
y�---- 1 GFS: 17.30'
3 \ \ \\ an er a 111 3
A.400 I \\ \\ / A.400 I PROJECT
✓ 2%
T.O. Parapet:()o 0 1 -6 typ. y O9 -
h ? p 11 FL: 17.00' 215 Riverside Ave
' so 43.50 v
A.400 �O. v v �°� T.O. Parapet: 44.50' ,,, �� 6 11 �5 TC: 17.75' 2 Newport Beach, CA 92663
_ �� pss� \ \ Q c \ _ A.400
v, ��j o o\e
ski
Detectable Warning Strip 00
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O
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" •� I DRAWING DESCRIPTION
per 2/A.003, min 36 depth �•
p \ ` TW:� 28.00' TW:32.50' \ ~ Certainteed "Flintlastic" Site Plan T.O.Trellis: 34.50' 0 6 Built-Up Bitumen Roofing I '
\ Oti TW: 32.50, d "' S TC: 17.13'
Rl
_ fW114ff__
_ _ _ �\e �o ' 1�' System; 'Heather Blend >
2-Story " p 50 5. (�' Color, Re: 100a for
Q 11' 11' 1 1�5 Q ' DATE ISSUE/REVISION DRAWN REVIEW
(E) Portion of Site Wall to be i I -, \\ - _ - _ - _ _ _ _ _ Office ai 1 1 specifications and color
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removed I I\\ \ 3' �� - - - � � � `o'I r 1 • �
50I �1 r �'I' ( 1 ;1 l;i I I 1 I I ( r I r ,�'' Space a, �` 16h9 \off �� Submittal
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Bio-Retention Planter Box; �' °I 1 0 v O" 16 1 N�
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Re: Civil Plans y ;1 a ;1 a y
:A V II 1 1 �' A - -_
I \ \ = Y a I, Y ,III I�A ,' Resubmittal
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it it -� ' R mi al
1., I I I it � ow
f0 e$ub ttGrading Limits; Re: Civil Plans /N\vT 32 0' _ _ ' = = - _ - = = - _ = _ ° - _ �' T.O. Parapet. o.0 v
\\ F : 26 f50' 43.50' ° \
(N) Contours; Re: Civil Plans \ i D1 i / 1'-6" FF: r` \
88 1
�� / / / / 8. ' DN O. Wa • 29.00 . �1
FS: 16.25' -
Z6 i\ DN
T 5 T.O. Parapet: 44.50'
/ r\ 91,
Custom Awnings
T \ - - - -- R=409 ----- -- - -- ---- --- ------ --
e
- _ FS:I b 65' -- N 64°3T 18�'/ 6VF • W 44.44 5, 4
p 15�g TC: 16.18'
f TC: 16.54' - - R=90.60' =21° 53' Ob" =3� --�"-� 'L 16 y2 1'-6' oo
FL: 16.18' R=96.60 d=21'53 I
{ e� (E)parking meters to be relo�ated
w 4'-7 24'-0"driveway clear ode
------
` ------ (E) Parkinb,meters to remain) 1
� ,I I / F .�G. I
2� . 16.42' 1'-0" TCT -6.5a� (�e'et ete< C
20� ��99�r •I . tk�� \ 16� TC: 16.33 e\e e\6t 1 A (E) Water meter,
TC: 16.25' /�j // /,�1 I TC: 16.25' TC: 16.42' TC:�16.08' -----------------�
FS: 15.75' - --�- 16 FS: 15.75' FS: 15.92' 7:72
TC: 16.30' b'-0" 9-0 8'_6� 1 15 15.15.26
9
FS: 16.30' ;,� . --- 8'-6" 8'-6" 8'-6" 8' 6Y1 8, 61, 9 T.C. fro\e
::.:...a. . .;: - 9'-0" TC: 15.69' t�
-- 2� ? :. ,.. TC: 16.15' / �e<
� ;r:: 15 S /
0 --------- 0 7:12 , e
€ ) F1. 15.65' TC: 15.74'
Magnetic North
1 5 FS. 15.66' FS: 15.65' 4'-6' 15 I I •516 1519
5 6
1
16a : 1Q 18 1559 1 151 1
Project North FS: 15.6)VA.300 1511515 �G 15�5 ,2 T ------------- ---------
1
TC: 15.66' ------------ --------_ 2 n St. ------- ---------------- ----------------- ---- / 11 �
FL: 15.66' ---_-__ _ _ _ ----- -- - - -- - -- ---------- � Avon
-- - ------- - ---------- (E) Parking to be re-striped)
15.
Note:Survey Information - --�-
provided by Toal Engineering 552 1550 '1, I h/• . 100
51 D D / SED A&C SHEET NO.
� � � All drawings and written material appearing
------ •
\ / 61 herein constitute original and unpublished
___- ------- ---� \ / � * work of the architect and may not be
---- _ --- --_-- 15�8•I duplicated, used or disclosed without the
e N u -
RENEWAL 3111 Second Avenue
Scale: 1/8" 1'-0" F O
written consent of Laidlaw Schultz Architects.
1 Main Level Floor Plan �\
= � F C A�\FO Corona del Mar,CA 92625-2322
(949)645-9982 Fax:(949)645-9554
www.LSarchitects.com