HomeMy WebLinkAbout20200128_Plans_11x17 SITE LINE A: SITE LINE A:
.:7 MAIN FLGIOR BALCONY t 2ND FLOOR BALCONY t
d - _ -6'6y 4 "'�..' r.`-• �✓��°�', - FROM 2620 AY�NE - FROM 2620 kqAY LANE
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t• C� - -!d VIEW FROM 2620 WAY LANE IST FLCVR .>
- _ If WINDOWS AND(E)BALCONY.
"NO INCREASE IN OBSTRUCTION OF VIEW._ - j,'k•. - " PROPOSED GUARDRAIL IS BELOW FIELD OF I
R RIDGE P
VIEW
SITE
ILINE
2 62 COVE'
MAIN GABLE
- 9dlllllllll III��
SITE LINE C: I
VIEW FROM PUBLIC STAIR LANDING"MINIMUM OBSTRUCTION OF VIEW. PROPOSED
GUARDRA/L lS 7°TALLER THAN IXISTING
MA ���{•�
.�A - �_ � IN GABLE RLOF RIDGE#2626 COVE"
t� N
SITE LINE B:
yam' VIEW I - FROM SUBJECT PROPERTY ROOF TOP VIEW 2 - FROM SUBJECT PROPERTY ROOF TOP
VIEW FROM 2620 WAY LANE 2ND FLOOR
WINDOWS AND(E)BALCONY
"MINIMUM OBSTRUCTION OF VIEW. PROPOSED
GUARDRAIL IS 7"TALLER THAN EXISTING _
MAIN GABLE ROOF RIDGE®2626 COVE"
�'• Lt � jam. - l� � EXISTING RIDGE:
MAIN GABLE RGi7F'.
�• < I - - l EX RIDGE P 2626 COO
ISTING RIDGE: VE - RIDGE P 2626 COVE
rt MAIN GABLE RC
� *� \�� "SUBJECT PROPERTY° •� "
X
rt., - * 1 DASHED LINE REPRESENTS EXTENT OF: "SUBJECT PROPERTY" � _
t PROPOSED 42"CLEAR GLASS GUARDRAIL.
VIEW 3 - FROM FERN LEAF AVE VIEW 3 - FROM FERN LEAF RAMP
� • J
NEW GLASS GUARDRAIL METAL
SUPPORT SYSTEM ARE 6"TALL f.
DECK MOUNT BRACKETS. GLASS
PANELS ARE 42"TALL. NO
SOLID/OBSCURE OBSTRUCTIONS
ABOVE 25'HEIGHT RESTRICTIONS
j
(E)BRICK CHIMNEY -
EXTENDS 56"ABOVE
(E)FLAT ROOF DECK
REQUESTED VARIANCE OF ;i SHEET INDEX
GLASS RAIL TO EXTEND 7"ABOVE IXISTING ROOF RIDGE Al.l N) SITE SECTION GRAPHIC. SITE PHOTOS
REQUESTED VARIANCE OF _, ��' _ F � j/ A1.2 N) SITE PLAN.SITE SURVEY&PROJECT INFO
29"ABOVE HEIGHT LIMIT A,TOP LjF2 ROOF RIDGE �:'Rk I / A1.9 E)S3T'E KEY PLAN &(E)SITE PICTURES
EL: + 27-6 A2.1 E &(N) SOUTH BUILDING ELEVATION
TOP(N)GLASS GUARDRAIL '„
A2.2 E &(N)WEST BUILDING ELEVATION
EL: + 28-3 A2.9 E &(N)EAST BUILDING ELEVATION
A2.4Z.3
E RESIDENCE FLOOR PLANS
TOPO I(E)SITE TOPOGRAPHICALLY/BOUNDARY SURVEY
MAXIMUM BUILDING HEIGHT
EL: (+)25'-10
BASIC PROJECT INFO
roP(E)ROOF DECK sI,_+ 24-9 PROJECT TITLE: ROSOFF SNCILL/NG RESIDENCE
EL:
PROJECT ADDRESS: 2626 COVE STREET
TOP(E)2ND FLOOR
EL: i6-9 Z., PROPERTY CORONA DEL MAR CA 4262b
+
A.P.N. �?-04?-l3
`t w H 8 rr, LEGAL: CORONA DEL MAR LOT I BLK A32
ESTABLISHED AVG. GRADE ' � 2620 WAY LANE
DESIGNER: HARTMAN BALDWIN DESIGN/BUILD
IX W. FOOTHILL BLVD.
GE SLAB CLAREMONT, CALIFORNIA 91711
S ADJACENT PROPERTY
SUBJECT PROPERTY
2627 WAY LANE CONTRACTOR'S LICENSE#653340
FIELD OF VIEW GRAPHIC 2626 COVE STREET PROJECT ARCHITECT: PATRICK SZURPIGKI
2626 COVE STREET RESIDENCE N E W P RORT BEACH , CALIFORNIA SCALE: N.7.5 A1 . 1
PROPOSED HEIGHT INCREASE - VARIANCE APPLICATION 110g12020
PROPERTY/PLANING INFO NEIGHBOR RESIDENCE
PROJECT TITLE: ROSOFF SNC/LL/NG RESIDENCE
PROJECT ADDRESS: 2626 COVE STREET E BUILDING CORNER
CORONA DEL MAR C4 91626
A.P.N. 052-042-13 GO-O'PROPERTY LINE L` i 1
LEGAL CORONA DEL MAR LOT I BLK A32
ZONE: R-1 SINGLE UNIT RESIDENTIAL
ALL(N)FLASHING ON JOB 72.77 _—_—_—_—_—_—_p�q 12.2_—_—_—_—_—_—_—— 12.7
REQUIRED SETBACKS: FRONT:5' TO BE COPPER TYP. /
SIDES, 3
REAR: lO' (E)BUILDING CORNER Z.
___
EL: 11.75
ALLOWABLE HEIGHT: 24'FLAT/29'SLOPED A T/(EJ 2ND FLR DECK I (E)HEAVY SNAKE�INGLE ROOF
EL: + l5-lO (28.6) /
LOT AREA: .05 ACRES —J
IX/ST/NG BLOC.AREA: 2,101 SF If2ND FL�R CUTCOVE FOR(N)SPIRAL
BACK FACIA PROVIDE
DECK )S L AL
RE-COAT(E)2ND FLOORl 710 SF g STAIR LANDING /
DIX-0.TEX I I /
A/E ROOF FAL/A (E)SKYLIGHTS
EL
/ M
E ROD FACIA / GLASS GUARDRAIL /
+ 24-O 36.66
96
- 1'
W T/E ROOF RIDGE
- T/E CHIMNEY CAP I (E)FLIT R011
~ c EL:(+)2q'-7'(42.2) /
PROPOSED ROOF DECK:SET BACK
MEN GLASS GUARDRAIL P-O"FROM I �a
IIIIUIjjji�ljjjjjjjjjiiljjjjjjjjp lull IIIIIIIIIIII IIII
FACE OF EXIST/NG FACIA TYP.bxb �-0 Ilpllllllllliii 3 1� /
SOLID BLOCKING/N(E)ROOF UU'
FRAM/ AT PERIMETER WALL NG K
TYPICAL m ! � IIIIIIIIIII
W I (E' SKYLIGHTS �
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� uWu uuuluuuluuul uuuluuulupul uuullupu uuuuluuuluWupuulpuullW
/ 2ND FLOOR L___________---___ _______________
/ A E BUILDING CORNER Q
BALCONY
T/(E)GARAGE FINISH FLOOR 50 SF =O-9 /1.85 FROMT IX.17R DECK f
EL: - /
(E)STA/ � � �a T/E MAIN F/N/SH FLOOR
E BUILDING CORNER A Ill EL: + 8-3 10.59
EL: ll.
CK - (N)42"PER/METER
GLASS GUARDRAIL
��� °L 4A!N-1 a ess r ieanael� PROPERTY LINEET� _—_—_—_—_—_—_—_—_—
�� 4.2i .49 �14.82
T/E ROOF FACIA �7 14 § PLANTER AT PROPERTY LINE �i4.5 i4
EL: 2 -I 36. PROPERTY LINE
N
SITE SLOPE CALCULATION
PI—P5 ON WEST PROPERTY LINE
ll.b-J2.7.i.i FEET OVER 60 FEET P.L.
PROPERTY LINE EOJALS 1.&Z SITE SLOPE
PI—P5 ON EAST PROPERTY LINE
i4.21-14.82 .6i FEET OVER 60 FEET P.L.
PROPERTY L/NF EQUALS IS SITE SLOPE
ESTABLISHED GRADE CALCULATION
AVERAGE GRADE OF BUILDI NG CORNERS
@ (11.75) + 2 (15.00) - 50.51
ESTABLISHED ELEVATION:
50.51/4 - 12.63
FERNLEAF
ROOF/SITE PLAN
SCALE:114'-1'-0'
HARTM
2626 COVE STREET RESIDENCE SCALE: N.T.5 A1 .2 : ; A
PROPOSED HEIGHT INCREASE - VARIANCE APPLICATION 110g12020
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' HARTMAN
BALDWIN
• • , • , I • . . • . . • • . .- , .
design/build
PROPOSED EGRESS 7-6°DIA.SPIRAL
STAIR TO(N)ROOF DECK.
MEETS BUILDING CODE STANDARDS
NEW GLASS GUARDRAIL METAL
(E)BRICK CHIMNEY EXTENDS 561 SUPPORT SYSTEM ARE 6"TALL
7-EDVARIANCE OF B'-3' ABOVE(E)FLAT ROOF DECK DECKMOUNT BRACKETS. GLA55 REQUESTED VAR/ANCE OF
GLASSXTEND (E)BRI K GNMNEY PANELS ARE 42"TALL. NO 42'ABOVE HEIGHT LIMIT
7"ABOVE EXISRIDGE 4"MAXIMUM SPACING GW METAL SOLID/OBSCURE OBSTRUCTIONS
LINE 24'-0"FROM PI-P5 AT RAILING AT CIRCULAR 57-AIR(TYP) ABOVE 24'HEIGHT RESTRICTIONS
WEST PROPERTY L/NE
TOP PROPOSED GLASS GUARD RAIL
SETBACK FROM PROPERTY 27'_6"
TO(N)CAASS 6UAR[R�IL
TOP(E)RgaF DECK
MAXIMUM BUILDING HEIGHT
'I \�V������� EL: a 14'-O FROM ESTABLISHED GRADE
(E)WOOD GUARDRAIL
11F]IF'i
TOP(E)2ND FLOOR
Y
` w — T/(E)FIRST FLOOR
a w
a
FA/21 ai _ ESTABL/SHED AVG. GRADE
__ P2/l•98 -
-_ __-____—_ //.60 -
(T (E DRIVEWAY
EL:
PROPOSED WEST BUILDING ELEVATION
SCALE,114°4'-0°
:d
T'(E)ROOF DECK
EL, + 14— 36.66
aQ N MAXIMUM BUILDING HE/GF/T
EL:(+)24'-0 FROM E5TABL/SHED GRADE
IF11 Fln (E)WOOD GUARDRAIL
^ _ TLOP 2ND FLOOR
...D E: (E)I6-O
Ic
an Elm
IJ sy
� � w — A T/!EJ FIRST FLOOR
lU I J
a
K �
Y
w
Y a
// -- P4/2.1 --- ------_—_-- _ ai — ESTABLISHED AVG. GRADE
-- __ //6O COVE STREET
(T)(E)DRIVEWAY
/////////////////////
EXISTING WEST BUILDING ELEVATION
SCALE:l/4°-I'-O''
2626 COVE STREET RESIDENCE NEW PRORT BEACH , CALIFORNIA SCALE: N.7.5 A2.2 HARTMAN
PROPOSED HEIGHT INCREASE - VARIANCE APPLICATION 110g12020
REQUESTED VARIANCE OF (N)6"TALL STAINLESS LINE 24'-O"FROM PI-PS AT
EA
42"ABOVE HEIGHT L/M/T STEEL GLASS RAIL (421J
SUPPORT dT//EJ CHIMNEY CAP ST PROPERTY LINE
ESCUTCHEONS(TYPJ — EL,(+J 29'-7•
TOP PROPOSED GLASS GUARD RAIL k,
IFW. _ T/(E)RLbF R/DGE
i� 12
TOP E Rg2F AC A, Q 9 6
MAXIMUM ALLOWED BUILDING HEIGHT
EL:(+)24'-0
A
m �
TOP E 2ND FLOOR _ p
ANNI
W W
2 2
T/ E FIRST FLAIR _ a
EL: + 'i4 ~
W W
a suers D" a
/TO DRNE fM/4. 9 14.5 i4.82
E57ABLISNED AVG. GRADE
(E)RAISED PLANTER (EXISTING)GRILL
T2 E DRIVEWAY _
PROPOSED EAST BUILDING ELEVATION L/NE 24'-°"FROM PIPS AT
EAST PROPERTYLINE
1-
SCALE,I/4"�l'-O• _ .`EL, CHIMNEY CAP
AT//E)RCIJF R/OGE
il•(39.6J
____—_—_—_—_—_—_____—_—_—_—_ _—_ _ _ _-12
TOP(-E)ROOF FACIA _ _ _ _ Q 9 4
EL: + 24-O 36.66 TYP HEIGHT
MAX/MUM ALLOWED BUILDING HEIGHT / A N/N
EL:(+J 24'-O"
m �
TOP(-E)2ND FLOOR _
EL: l6-Oy (EJ AWN/N
3 �
AW W
Sj S, 2 2
FIRST FLOOR ,E _
EL: + B-2
a K
W W
a IL
CiI �I
a IL
_____—_ �
ESTABLISHED AVG. GRADE PZ 141
_ 22'-P
_ TO DRIVE (E)RAISED PLANTER (E nw.)4MLL
(T>(EJ DRIVEWAY tr
FL:
77
//
EXISTING EAST BUILDING ELEVATION
SCALE:i/4•�i'-O•
2626 COVE STREET RESIDENCE N E W P R O R T B EACH , CALIFOR N IA SCALE: N.7.5 A2.3 HARTMAN
PROPOSED HEIGHT INCREASE - VARIANCE APPLICATION 110g12020
V-10 9'-10'
UP
BEDROOM #2 �=IIATPRQQM #I
5EDROOM #1
BATHROOM #2 -
O BALCONY
NOOK MASTER
BEDROOM #3
Q BATHROOM
BEDROOM #4 --
(OPEN BELOW)
FRONT
-- ENTRY
j DECK
KITCHEN
GARAGE 5UNDECK MASTER
BEDROOM
LIVING ROOM
r'F)rae ro,
P SUNDECK
q� N
29'-4'
(E) GARAGE PLAN - COVE STREET LEVEL (E) MAIN FLOOR - FERN STREET LEVEL (E) 2ND FLOOR
SCALE:I/4"-I'-0" SCALE:I/4"-I'-0" SCALE:I/4"-1'-0"
HARTMAN
2626 COVE STREET RESIDENCE SCALE: N.7.5 A2.4 BALDWIN;
PROPOSED HEIGHT INCREASE - VARIANCE APPLICATION 110g12020
SCALE: 1 II = 81
H ITE T AL VEY
LEGEND
FF = Fmished Floor
FS = Finished Surface
C\� FL = Flowline
BW = Bottom of Wall
Existing Budding TW= Top of Wall
tK� Q � O O "MH
BS = Bottom of sof Step
N 4 O 2 6 O . O O I e, GR= Ground
O o Cls = Tree Cluster
:2 I .29 O
c o �,tConcrete Euc = Eucalyptus
�q7 �a� - �° �� \`�.`<. Gravel Walk 2 I I �o
\�. �Q °� �` Walk . `L �:
TV = Telewsion
��°� � ti�Oa. i 2 'c`� Ret = Retaining
df \`l,• ��c \ti�� �O Concrete 'x
h�� Walk. Step Note: (latch Patterns and Tree Drip
Stones Lines Are Not to Scale
N
Brick.* tone \O g o
'. Dn way /i l �0 3�0� °°k o O�°o� I N
3�O�o L GaQ Concrete Ret Wall
w/Wood Fence Atop
Gc� Existing Budding -
F� V NFL `� o`` Chimney —
(o •. .� Wood
4/ moo°\;�� ( h k a Between -- —
Wood Fence
N
�O� ��� IConcrete rC\� I \ ` _ - _ -
(Chain Lin Fence
(� � O °� � Ram. O Wood Fenc ) \ --- _ -- - - _
\'�� �`� O• o° ', cam• °� O�� g �� p O
216 .
Wood Walk` �� : �� \'� \ - ------
LPoy
2 10=1/2° °a
O 1 6 s1° Brick
. ❑
P/N, 40 3 Z. ` \Wa �R \� walls
Ik..
Brick Stone GJ�
��
Patio w/Planters \� Q�a� �Q� Stone Walk
l� \
v to
� . \�. ��• �1` Concre
����` Driveway
tK
� o
ti
ill \• , .. � � . �.. �
--
�. Concrete:Gutter
Concrete Road . .
-
N:.
FERNLEAF AVENUE
O
O 1 11 I
: . N :40 32. 45 ... E 1 51 . 94
In
Found Lead, Tack
LS 4212 Tag at Way Lane
Found Lead, Tack \`L \� ��
LS 42 12 Tag per per PM No. 2003-12 I
PM No. 2003-1 21
\ANID St
T"i-OMA a EE.
VONDRA 0
No. 1 X
LEGAL DESCRIPTION : LOT 1 IN BLOCK A32 OF CORONA DEL MAR TRACT
MISCELLANEOUS RECORDS BOOK 3 PAGE 42C CAt���
BENCH MARK: THE ELEVATION OF 9 . 970 ON A BRASS DISK, ❑ RANGE CO . PUBLIC WORKS
BENCHMARK DESIGNATION : TIDAL-2 , NAVD 1 988
BOUNDARY: RECORD INFORMATION ADJUSTED TO FOUND CENTERLINE SURVEY
MONUMENTS
DATE OF SURVEY: JUNE 26 , 201 9 PLAN PREPARED FOR: R❑SOFF SCHILLING RESIDENCE PLAN PREPARED BY: VONDRA LAND SURVEYING
2626 COVE STREET 471 7 WEST AVENUE M-8
SITE ADDRESS : 2626 COVE STREET, NEWP❑RT BEACH CORONA DEL MAR, CA 92625 QUARTZ HILL, CA 93536
AREA: 2 , 1 ❑❑ SQUARE FEET, 0 . 05 ACRES ( 66 1 ) B39-21 88
THOMAS E. VONDRA, L. S . 8761