HomeMy WebLinkAbout10.12 8c - 3 Victoria Rd - Plans0
00
T.O. RIDGE
e HE DBL. TOP PLA"
0
00
l
(E) FIRST LVL 171�
(ELO-VEiRALL RIDGE_
�(E)DBL. TOP PLATE -
16
(E) FIRST LVL FIN. FLR
A B C E
-- - - - - - - - - 4- - - - - - - - - - - - - - 3 -01
1-PROPOSED,-RIGHTSIDE-EAST ELEVATION
Q Q Q
_ LLSECOND LEVEL FIN. FLR(9
(E) GARAGE SLAB ON GRADE
AVERAGE TOP OF CURB = 50.53,
o
00
Cq
SCALE 1/4"=1'-0"
ELEVATION -KEYNOTES
1. ASPHALT ROOFING-CLASS:'B'
STYLE HIGH DIMENSIONAL
COLOR TBD
2. EXTERIOR FINISH:
STYLE BATTEN AND BOARD
BATTEN AND BOARD OVER TYVEX OVER PLYWOOD
SPACING: BATTENS ATI6"O.C.
TEXTURE SMOOTH
-COLOR-TBD
PAINT MANUFAC., TBD.
3. DECORATIVE STANDING SEAM SHED ROOF:
MATERIAL: METAL
-FIrIISIJ: KYNAR
STYLE AS SHOWN
-COLOR-TBD
4. FACIA, EAVE AND RAKE WITH EXPOSED RAFTER TIPS
MATERIAL: WOOD, MATCH EXISTING
-COLOR-TBD
PAINT MANUFAC; TBD
-SEE DETAIL? SFIEET?
5. ILLUMINATED ADDRESS BY EXTERIOR LANTERN ON TIMER
6.-TRIM HEAD AND JAMB SURROUND SIZE 1'X 3-1/2"
-CAPSIZE. 1" X 2" WITH METAL DRIP
SILL SIZE. I" X 2" SILL WITH 1" X 4" APRON
STYLE TRADITIONAL
EXTERIOR: ALUM CLAD. COLOR TBD
GLAZING : DUAL GLAZED SIMULATED TRUE DIVIDED
INTERIOR PRMED, PAINT READY.
DOOR AND WINDOW REP:
DOOR AND WINDOW S TO BE MANUFAC;
BY TBD.
-COLOR AND HARDWARE TO BE SELECTED BY HOMEOWNER
CONSULT OWNER
-SEE SHEET AD.2 FOR TYPICAL DOOR AND WINDOW DETAILS.
7. GUTTERS AND DOWNSPOUTS
MATERIAL: GALVANIZED
COLOR TBD
SIZE OF GUTTER: Y DECORATIVE O.G.
SIZE OF DOWN SPOUT: 4" DIA.
8. METAL CHIMNEY SHROUD WITH VENT CAP
ANSTALL HEIGHT PER MANUFACTURERS REQUIREMENTS
COLOR PRIME AND PAINTED
STYLE AS SHOWN IN ELEVATION.
9. SQUARE POLYMAR OR WOOD COLUMNS. TYP.
-SIZE 1'-0" SHAFT WITH BASE AND CAP
COLOR TBD
MANUFAC;
-TURNCRAFT OR EQUAL
10. NEW FLOOR VENTS:
SIZE" 6" X 14"
-MANFAC: TBD
-COLORTBD
11. WOOD TRIM BOARD WITH WATER TABLE
SIZE 2X10 WITH 2 X WATER TABLE
--COLOR TBD
12 DECORATIVE BASE WOOD BOARD WITH WATER TABLE
SIZE 2X6 WITH 2 X WATER TABLE
--COLOR TBD
13. DECORATIVE BASE SHED ROOF WITH STANDING SEAM
ROOFING.
14 EXISTING STUCCO FINISH
15. EXISTING BRICK CHIMNEY
16. EXISTING SINGLE PANE VINYL WINDOWS
17. EXISTING ASPHALT SHINGLES
18. NEW ALUMINUM CLAD EXTERIOR, WOOD INTERIOR FRONT
ENTRY DOOR.
19. NEW ALUMINUM CLAD GARAGE DOOR
20. LINE OF CLIPPED CEILING
Geurse Conceptual Desi6ns, Inc.
405 bay swater ave.
Burlingame, california 94010
tel: 650.703.6197
e:mail: jgeurse@gmail.com
SIGNATURE BOX
NAME JESSE GEURSE
DATE NOVEMBER 2, 2020 '
CITY OF NO. 22228111,, EXPIRATION DATE 01 /3 M GEURS� CON�EPT[�AL DESIGNS, INC.
CITY
/ \
1 8-5-2021
JFG
I PLANNING COMMENTS-3RD COMMENTS
5-10-2021
JFG
PLANNING COMMENTS-2nd COMMENTS
4-2-2021
JFG
PLANNING COMMENTS-DEPT. COMMENTS
2-17-2021
JFG
PLANNING SUBMISSION -DESIGN REVIEW
NO.
DATE
BY
DESCRIPTION
CONST.
REVISIONS
IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY ALL
FIELD CONDITIONS AND COMPARE
THEM WITH THE CONSTRUCTION
DOCUMENTS BEFORE COMMENCING
ACTIVITIES, ERRORS, OMMISSIONS
OR ANY OTHER INCONSISTENCIES
DISCOVERED SHALL IMMEDIATELY
BE REPORTED TO THE DESIGNER
PROJECT NAME
FIRST + SECOND STORY ADDITION
for
MR and MRS. KWAN
3 VICTORIA ROAD
BURLINGAME, CALIFORNIA 94010
DATE
2021
JOB NO.
DRAWN JIG
BY:
DRAWING TIPLE
EXTERIOR ELEVATIONS
ENGINEER I DRAWING NO.
AART ASSINK
REF.
1-AS,-BUILT,-RIGI-ITSIDE-EAST ELEVATION
SCALE 1/4"=1`r0"
REVIEWED JIG
FG
SCALE AS SHOWN
RELEASED TO
CONSTRUCTION
A.4
CELVERALL RIDGE = 78.92' —
ECLINING HEIGHT DEPARTURE
R WINDOW -
�N) SECOND LEVEL FIN. FLR. -
T.O. WINDOW
(N) FIRST LEVEL FIN.FLR = 52.62'
v MATCH EXISTING
AVERAGE TOP OF CURB = 50.53' 0 AVERAGE NAT.GRADE= 51.03'- - - - - —
SEE SIFT A.4 FOR TYP FINISH MATERIALS
2-PROPOSED4RONT"SOU T 14 ELEVATION
DECLINING HEIGHT DEPARTURE
in
1✓
t - N SECOND LEVEL FIN. FLR�
AVERAGE NAT. GRADE= 50.55'&
SCALE 1/4"=1'-0"
ELEVATION -KEYNOTES
1. ASPHALT ROOFING-CLASS:'B'
STYLE HIGH DIMENSIONAL
-COLOR TBD
2. EXTERIOR FINISH:
STYLE BATTEN AND BOARD
BATTEN AND BOARD OVER TYVEX OVER PLYWOOD
SPACING: BATTENS ATI6"O.C.
TEXTURE SMOOTH
-COLOR-TBD
PAINT MANUFAC., TBD.
3. DECORATIVE STANDING SEAM SHED ROOF:
MATERIAL: METAL
-FINISIJ: KYNAR
STYLE AS SHOWN
-COLOR-TBD
4. FACIA, EAVE AND RAKE WITH EXPOSED RAFTER TIPS
MATERIAL: WOOD, MATCH EXISTING
COLOR TBD
PAINT MANUFAC; TBD
-SEEDETAIL? SFIEET?
5. ILLUMINATED ADDRESS BY EXTERIOR LANTERN ON TIMER
6.-TRIM HEAD AND JAMB SURROUND SIZE 1'X 3-1/2"
-CAPSIZE. 1" X 2" WITH METAL DRIP
SILL SIZE: I" X 2" SILL WITH 1" X 4" APRON
STYLE TRADITIONAL
EXTERIOR: ALUM CLAD. COLOR TBD
-GLAZING: DUAL GLAZED SIMULATED TRUE DIVIDED
INTERIOR PRIMED, PAINT READY.
DOOR AND WINDOW REP:
DOOR AND WINDOW S TO BE MANUFAC;
BY TBD.
-COLOR AND HARDWARE TO BE SELECTED BY HOMEOWNER
CONSULT OWNER
-SEE SHEET AD.2 FOR TYPICAL DOOR AND WINDOW DETAILS.
7. GUTTERS AND DOWNSPOUTS
MATERIAL: GALVANIZED
-COLOR- TBD
SIZE OF GUTTER: Y DECORATIVE O.G.
SIZE OF DOWN SPOUT: 4" DIA.
8. METAL CHIMNEY SHROUD WITH VENT CAP
ANSTALL HEIGHT PER MANUFACTURERS REQUIREMENTS
COLOR PRIME AND PAINTED
STYLE AS SHOWN IN ELEVATION.
9. SQUARE POLYMAR OR WOOD COLUMNS. TYP.
-SIZE 1'-0" SHAFT WITH BASE AND CAP
-COLOR- TBD
MANUFAC;
-TURNCRAFTOREQUAL
10. NEW FLOOR VENTS:
SIZE" 6" X 14"
-MANFAC: TBD
-COLORTBD
11. WOOD TRIM BOARD WITH WATER TABLE
SIZE 2X10 WITH 2 X WATER TABLE
--COLOR TBD
12 DECORATIVE BASE WOOD BOARD WITH WATER TABLE
SIZE 2X6 WITH 2 X WATER TABLE
--COLOR TBD
13. DECORATIVE BASE SHED ROOF WITH STANDING SEAM
ROOFING.
14 EXISTING STUCCO FINISH
15. EXISTING BRICK CHIMNEY
16. EXIST NG SINGLE PANE VINYL WINDOWS
17. EXISTING ASPHALT SHINGLES
18. NEW ALUMINUM CLAD EXTERIOR, WOOD INTERIOR FRONT
ENTRY DOOR.
19. NEW ALUMINUM CLAD GARAGE DOOR
20. LINE OF CLIPPED CEILING
Geurse Conceptual Desi6ns, Inc.
405 bay swater ave.
Burlingame, california 94010
tel: 650.703.6197
e:mail: jgeurse@gmail.com
SIGNATURE BOX
NAME JESSE GEURSE
DATE NOVEMBER 2, 2020 '
CITY OF BURLINGAME BUSINESS LIC : GEURS CON AL DESIGNS, INC.
NO 22811, EXPIRATION DATE6/30/ 0
CITY
/ \
1 8-5-2021
JFG
I PLANNING COMMENTS-3RD COMMENTS
5-10-2021
JFG
PLANNING COMMENTS-2nd COMMENTS
4-2-2021
JFG
PLANNING COMMENTS-DEPT. COMMENTS
2-17-2021
JFG
PLANNING SUBMISSION -DESIGN REVIEW
NO.
DATE
BY
DESCRIPTION
CONST.
REVISIONS
IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY ALL
FIELD CONDITIONS AND COMPARE
THEM WITH THE CONSTRUCTION
DOCUMENTS BEFORE COMMENCING NORTH REF.
ACTIVITIES, ERRORS, OMMISSIONS
OR ANY OTHER INCONSISTENCIES
DISCOVERED SHALL IMMEDIATELY
BE REPORTED TO THE DESIGNER
PROJECT NAME
FIRST + SECOND STORY ADDITION
for
MR and MRS. KWAN
3 VICTORIA ROAD
BURLINGAME, CALIFORNIA 94010
DATE
2021
JOB NO.
DRAWN JFG
BY:
DRAWING TITLE
EXTERIOR ELEVATIONS
ENGINEER I DRAWING NO.
AART ASSINK
2-AS,-BUILT,-FRONT-SOUTI-I ELEVATION
SCALE 1/4"=1`r0"
REVIEWED JFG
FG
SCALE AS SHOWN
RELEASED TO
CONSTRUCTION
A.5
E C B A
10'-0" PROJECTION ENCROACI Il�IENT
30' 0" MAX. OVERALL RIDGE HEIGHT AI"C. _ r
I
_(N)
(E) DBL. TOP PLAN
(E) FIRST LVL FIN. FLR�_&
SEE SIFT AA FOR TYP FINISH MATERIALS
3� JPROPOSEDrLErTSIDE " WEST ELEVATION
E C B A
SCALE 1/4"=1'-0"
ELEVATION -KEYNOTES
1. ASPHALT ROOFING-CLASS:'B'
STYLE HIGH DIMENSIONAL
COLOR: TBD
2. EXTERIOR FINISH:
STYLE BATTEN AND BOARD
BATTEN AND BOARD OVER TYVEX OVER PLYWOOD
SPACING: BATTENS ATI6"O.C.
TEXTURE SMOOTH
-COLOR-TBD
PAINT MANUFAC., TBD.
3. DECORATIVE STANDING SEAM SHED ROOF:
MATERIAL: METAL
-FINISIJ: KYNAR
STYLE AS SHOWN
-COLOR-TBD
4. FACIA, EAVE AND RAKE WITH EXPOSED RAFTER TIPS
MATERIAL: WOOD, MATCH EXISTING
-COLOR-TBD
PAINT MANUFAC; TBD
-SEE DETAIL? SFIE.ET?
5. ILLUMINATED ADDRESS BY EXTERIOR LANTERN ON TIMER
6.-TRIM HEAD AND JAMB SURROUND SIZE 1'X 3-1/2"
-CAPSIZE. 1" X 2" WITH METAL DRIP
SILL SIZE I" X 2" SILL WITH 1" X 4" APRON
STYLE TRADITIONAL
EXTERIOR: ALUM CLAD. COLOR TBD
GLAZING : DUAL GLAZED SIMULATED TRUE DIVIDED
INTERIOR PRMED, PAINT READY.
DOOR AND WINDOW REP:
DOOR AND WINDOW S TO BE MANUFAC;
BY TBD.
-COLOR AND HARDWARE TO BE SELECTED BY HOMEOWNER
CONSULT OWNER
-SEE SHEET AD.2 FOR TYPICAL DOOR AND WINDOW DETAILS.
7. GUTTERS AND DOWNSPOUTS
MATERIAL: GALVANIZED
-COLOR- TBD
SIZE OF GUTTER: Y DECORATIVE O.G.
SIZE OF DOWN SPOUT: 4" DIA.
8. METAL CHIMNEY SHROUD WITH VENT CAP
ANSTALL HEIGHT PER MANUFACTURERS REQUIREMENTS
COLOR PRIME AND PAINTED
STYLE AS SHOWN IN ELEVATION.
9. SQUARE POLYMAR OR WOOD COLUMNS. TYP.
-SIZE I'-0" SHAFT WITH BASE AND CAP
-COLOR- TBD
MANUFAC;
-TURNCRAFT OR EQUAL
10. NEW FLOOR VENTS:
SIZE" 6" X 14"
-MANFAC: TBD
-COLOR TBD
11. WOOD TRIM BOARD WITH WATER TABLE
SIZE 2X10 WITH 2 X WATER TABLE
--COLOR TBD
12 DECORATIVE BASE WOOD BOARD WITH WATER TABLE
SIZE 2X6 WITH 2 X WATER TABLE
--COLOR.TBD
13. DECORATIVE BASE SHED ROOF WITH STANDING SEAM
ROOFING.
14 EXISTING STUCCO FINISH
15. EXISTING BRICK CHIMNEY
16. EXISTING SINGLE PANE VINYL WINDOWS
17. EXISTING ASPHALT SHINGLES
18. NEW ALUMINUM CLAD EXTERIOR, WOOD INTERIOR FRONT
ENTRY DOOR.
19. NEW ALUMINUM CLAD GARAGE DOOR
20. LINE OF CLIPPED CEILING
Geurse Conceptual Desi6ns, Inc.
405 bay swater ave.
Burlingame, california 94010
tel: 650.703.6197
e:mail: jgeurse@gmail.com
SIGNATURE BOX
NAME JESSE GEURSE
DATE NOVEMBER 2, 2020 '
CITY OF BURLINGAME BUSINESS LIC : GEURS CON AL DESIGNS, INC.
NO 22811, EXPIRATION DATE6/30 0,1
CITY
/ \
1 8-5-2021
JFG
I PLANNING COMMENTS-3RD COMMENTS
5-10-2021
JFG
PLANNING COMMENTS-2nd COMMENTS
4-2-2021
JFG
PLANNING COMMENTS-DEPT. COMMENTS
2-17-2021
JFG
PLANNING SUBMISSION -DESIGN REVIEW
NO.
DATE
BY
DESCRIPTION
CONST.
REVISIONS
IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY ALL
FIELD CONDITIONS AND COMPARE
THEM WITH THE CONSTRUCTION
DOCUMENTS BEFORE COMMENCING NORTH REF.
ACTIVITIES, ERRORS, OMMISSIONS
OR ANY OTHER INCONSISTENCIES
DISCOVERED SHALL IMMEDIATELY
BE REPORTED TO THE DESIGNER
PROJECT NAME
FIRST + SECOND STORY ADDITION
for
MR and MRS. KWAN
3 VICTORIA ROAD
BURLINGAME, CALIFORNIA 94010
DATE
2021
JOB NO.
DRAWN JFG
BY:
DRAWING TITLE
EXTERIOR ELEVATIONS
ENGINEER I DRAWING NO.
AART ASSINK
3-ASrBUILTrLEFTSIDE"WEST ELEVATION
SCALE 1/4"=1`r0"
REVIEWED JFG
FG
SCALE AS SHOWN
RELEASED TO
CONSTRUCTION
A.6
DECLINING HEIGHT DEPARTURE _ _ _ _ _
i✓
Q4N) SECOND LEVEL FIN. FLR
i
0
iy
I
I
I
0 AVERAGE NAT. GRADE= 50.55'
- - - --- - - - - - - - - - - - - - - -
SEE SHT A.4 FOR TYP FINISH MATERIALS
4-PROPOSED-REAR�NORTH ELEVATION
I I I
I ® I I
I I
I
I
I
I
I
I I I
I I
I I
r
I
4-AS-BUILT,-REAR-NORTH ELEVATION
- JELVERALL RIDGE = 78.92'
I
- _ 91LRCOND1EVEIjRLRR&
- _10. WINDOW
(N) FIRST LEVEL FIN.FLR = 52.62'
AVERAGE NAT. GRADE= 51.03's
ELEVATION —KEYNOTES
1. ASPHALT ROOFING -CLASS: B'
STYLE I-1IGH DIMENSIONAL
-COLOR- TBD
2. EXTERIOR FINISH:
STYLE BATTEN AND BOARD
BATTEN AND BOARD OVER TYVEX OVER PLYWOOD
SPACING: BATTENS AT 16" O.C.
-TEXTURE-SMOOTH
-COLOR-TBD
PAINT MANUFAC; TBD.
3. DECORATIVE STANDING SEAM SHED ROOF:
MATERIAL: METAL
-FINISH. KYNAR
STYLE AS SHOWN
-COLORTBD
4. FACIA E AVE AND RAKE WITH EXPOSED RAFTER TIPS
MATERIAL: WOOD, MATCFI EXISTING
COLOR TBD
PAINT MANUFAC; TBD
-SEE DETAIL? SFIEET?
5. ILLUMINATED ADDRESS BY EXTERIOR LANTERN ON TIMER
6.-TRIM HEAD AND JAMB SURROUND SIZE 1"X 3-1/2"
-CAPSIZE. 1" X 2" WITH METAL DRIP
SILL SIZE: I" X 2" SILL WITH 1" X 4" APRON
STYLE TRADITIONAL
EXTERIOR: ALUM CLAD. COLOR TBD
-GLAZING: DUAL GLAZED SIMULATED TRUE DIVIDED
INTERIOR PRMED, PAINT READY.
DOOR AND WINDOW REP:
DOOR AND WINDOW S TO BE MANUFAC;
BY TBD.
COLOR AND HARDWARE TO BE SELECTED BY HOMEOWNER
CONSULT OWNER
-SEE SHEET AD.2 FOR TYPICAL DOOR AND WINDOW DETAILS.
7. GUTTERS AND DOWNSPOUTS
MATERIAL: GALVANIZED
COLOR TBD
SIZE OF GUTTER 5" DECORATIVE O.G.
SIZE OF DOWNSPOUT. 4" DIA.
8. METAL CHIMNEY SHROUD WITH VENT CAP
INSTALL HEIGFIT PER MANUFACTURERS REQUIREMENTS
COLOR PRIME AND PAINTED
STYLE AS SHOWN IN ELEVATION.
9. SQUARE POLYMAR OR WOOD COLUMNS. TYP.
SIZE I'-3" SHAFT WITH BASE AND CAP
COLOR TBD
MANUFAC;
-TURNCRAFT OR EQUAL
10. NEW FLOOR VENTS:
SIZE"6"X14"
-MANFAC: TBD
-COLORTBD
11. WOOD TRIM BOARD WITH WATER TABLE
SIZE 2X10 WI H 2 X WATER TABLE
-COLORTBD
12 DECORATIVE BASE WOOD BOARD WITH WATER TABLE
SIZE 2X6 WITH 2 X WATER TABLE
-COLORTBD
13. DECORATIVE BASE SHED ROOF WITH STANDING SEAM
SCALE 1/4"=1'_0" ROOFING.
14 EXISTING STUCCO FINISH
15. EXISTING BRICK CHIMNEY
16. EXISTING SINGLE PANE VINYL WINDOWS
17. EXISTING ASPHALT SHINGLES
18. NEW ALUMINUM CLAD EXTERIOR, WOOD INTERIOR FRONT
ENTRYDOOR
SCALE 1/4"=1'_0"
ih� I_rt�L�si 1 aCt7w\IT@7Rll.T!]:1IZimCi
20. LINE OF CLIPPED CEILING
Geurse Conceptual Desi8ns, Inc.
405 bay swater ave.
Burlingame, california 94010
tel:650.703.6197
email: jgeurse@gmail.com
SIGNATURE BOX:
NAME JESSE GEURSE
DATE NOVEMBER 2, 2020 ,
CITY OF BURLINGAME BUSINESS
N0: 22811, EXPIRATION DATE 06,
CITY
•
INC.
/ \
I 8-5-2021
JFG
I PLANNING COMMENTS-3RD COMMENTS
5-10-2021
JFG
PLANNING COMMENTS-2nd COMMENTS
4-2-2021
JFG
PLANNING COMMENTS -DEFT. COMMENTS
2-17-2021
JFG
PLANNING SUBMISSION -DESIGN REVIEW
NO.
DATE
BY
DESCRIPTION
CONST.
IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY ALL
FIELD CONDITIONS AND COMPARE
THEM WITH THE CONSTRUCTION
DOCUMENTS BEFORE COMMENCING
ACTIVITIES, ERRORS, OMMISSIONS
OR ANY OTHER INCONSISTENCIES
DISCOVERED SHALL IMMEDIATELY
BE REPORTED TO THE DESIGNER
PROJECT NAME
FIRST + SECOND STORY ADDITION
for
MR. and MRS. KWAN
3 VICTORIA ROAD
BURLINGAME, CALIFORNIA 94010
DRAWING TITLE
EXTERIOR ELEVATIONS
DATE
ENGINEER
2021
AART ASSINK
JOB NO.
SCALE AS SHOWN
DRAWN JIG
BY.
RELEASED TO
CONSTRUCTION
REVIEWED
BY. JFG
DRAWING NO.
A.7
00
ELEVATION -KEYNOTES
1. ASPHALT ROOFING-CLASS:'B'
STYLE FIIGFI DIMENSIONAL
COLOR TBD
Geurse Conceptual Desi6ns, Inc.
SEE SIFT A.4 FOR TYP FINISH MATERIALS
G2-PROPOSEDrLEFTSIDE-SOUTIi ELEVATION
12
12 ,
FNI] I IFNI] I r
T.O. DOOR
SLAB ON GRADE
NAT. GRADE
G1-PROPOSED,-FRONT -EAST ELEVATION
OVERALL RIIDGE _
T.O. DBL PLATE
T.O. DOOR
0
l
00
o
i�
SLAB ON GRADE
NAT. GRADE
0
SCALE 1/4"=1'-0"
2. EXTERIOR FINISH:
STYLE BATTEN AND BOARD
BATTEN AND BOARD OVER TYVEX OVER PLYWOOD
SPACING: BATTENS ATI6"O.C.
TEXTURE SMOOTH
-COLOR-TBD
PAINT MANUFAC., TBD.
3. DECORATIVE STANDING SEAM SHED ROOF:
MATERIAL: METAL
-HNISH KYNAR
STYLE AS SHOWN
-COLOR-TBD
4. FACIA, EAVE AND RAKE WITH EXPOSED RAFTER TIPS
MATERIAL: WOOD, MATCH EXISTING
-COLOR-TBD
PAINT MANUFAC; TBD
-SEE DETAIL? SHEET?
5. ILLUMINATED ADDRESS BY EXTERIOR LANTERN ON TIMER
6.-TRIM HEAD AND JAMB SURROUND SIZE 1'X 3-1/2"
-CAPSIZE. 1" X 2" WITH METAL DRIP
SILL SIZE I" X 2" SILL WITH 1" X 4" APRON
STYLE TRADITIONAL
EXTERIOR: ALUM CLAD. COLOR TBD
-GLAZING: DUAL GLAZED SIMULATED TRUE DIVIDED
INTERIOR PRMED, PAINT READY.
DOOR AND WINDOW REP:
DOOR AND WINDOW S TO BE MANUFAC;
BY TBD.
COLOR AND HARDWARE TO BE SELECTED BY HOMEOWNER
CONSULT OWNER
-SEE SHEET AD.2 FOR TYPICAL DOOR AND WINDOW DETAILS.
7. GUTTERS AND DOWNSPOUTS
MATERIAL: GALVANIZED
COLOR TBD
SIZE OF GUTTER: Y DECORATIVE O.G.
SIZE OF DOWN SPOUT: 4" DIA.
8. METAL CHIMNEY SHROUD WITH VENT CAP
INSTALL HEIGHT PER MANUFACTURERS REQUIREMENTS
COLOR PRIME AND PAINTED
STYLE AS SHOWN IN ELEVATION.
9. SQUARE POLYMAR OR WOOD COLUMNS. TYP.
-SIZE I'.0" SHAFT WITH BASE AND CAP
COLOR TBD
MANUFAC;
-TURNCRAFTOREQUAL
10. NEW FLOOR VENTS:
SIZE" 6" X 14"
-MANFAC: TBD
-COLORTBD
11. WOOD TRIM BOARD WITH WATER TABLE
SIZE 2X10 WITH 2 X WATER TABLE
--COLOR TBD
12 DECORATIVE BASE WOOD BOARD WITH WATER TABLE
SIZE 2X6 WITH 2 X WATER TABLE
--COLOR TBD
13. DECORATIVE BASE SHED ROOF WITH STANDING SEAM
ROOFING.
14 EXISTING STUCCO FINISH
15. EXISTING BRICK CHIMNEY
16. EXISTING SINGLE PANE VINYL WINDOWS
17. EXISTING ASPHALT SHINGLES
18. NEW ALUMINUM CLAD EXTERIOR, WOOD INTERIOR FRONT
ENTRY DOOR.
19. NEW ALUMINUM CLAD GARAGE DOOR
20. LINE OF CLIPPED CEILING
405 bay swater ave.
Burlingame, california 94010
tel: 650.703.6197
e:mail: jgeurse@gmail.com
SIGNATURE BOX
NAME JESSE GEURSE
DATE NOVEMBER 2, 2020 '
CITY
N0 24811BURLJNGAME EXPIRATION DATE 06/30/BUSINESS � GEURS�"CON�EPT[�AL DESIGNS, INC.
CITY
/ \
1 8-5-2021
JFG
I PLANNING COMMENTS-3RD COMMENTS
5-10-2021
JFG
PLANNING COMMENTS-2nd COMMENTS
4-2-2021
JFG
PLANNING COMMENTS-DEPT. COMMENTS
2-17-2021
JFG
PLANNING SUBMISSION -DESIGN REVIEW
NO.
DATE
BY
DESCRIPTION
CONST.
REVISIONS
IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY ALL
FIELD CONDITIONS AND COMPARE
THEM WITH THE CONSTRUCTION
DOCUMENTS BEFORE COMMENCING
ACTIVITIES, ERRORS, OMMISSIONS
OR ANY OTHER INCONSISTENCIES
DISCOVERED SHALL IMMEDIATELY
BE REPORTED TO THE DESIGNER
PROJECT NAME
FIRST + SECOND STORY ADDITION
for
MR and MRS. KWAN
3 VICTORIA ROAD
BURLINGAME, CALIFORNIA 94010
DATE
2021
JOB NO.
DRAWN JFG
BY:
GARAGE EXTERIOR ELEVATIONS
ENGINEER I DRAWING NO.
AART ASSINK
REF.
G4 -PROPOSED,-RIGI-ITSIDE-NORTI-I ELEVATION
G3-PROPOSED-REAR-WEST ELEVATION
SCALE 1/4"=1`r0"
REVIEWED JFG
FG
SCALE AS SHOWN
RELEASED TO
CONSTRUCTION
A.8
1
00
= 78.92' —
e�N) SECOND LEVEL FIN. FLR
(N) FIRST LEVEL FIN.FLR = 52.62'
MATCH EXISTING
AVERAGE NAT. GRADE= 50.87'
NI T.O. RIDGE
DBL. TOP PLA
0
l
00
+
((E) FIRST LVL FlI
I.
1 3 4 5 G
�- - - - - - - --- - - - - - - - - --------------
0
l
Cq
6- TRANSVERSE BUILDING SECTION
— (E)OVERALL RIDGE_= 78.92'
T.O. WINDOW
— - - - T.O. WINDOW
- N SEC
(N) FIRST LE`
AVERAGE NAT_GRADE= 51.03'&
A B C E
- - - - ------ 4 - - - - - - - - - - - - - - 3P'-O„ I
�1 l
— JE)OVERALL. RIDGE = 78.92'
_ T.O. WINDOWC
_ N SECOND LEVEL FIN. I-R&
— -T.O. WINDOW
0
1
o �
00
(N) FIRST LEVEL FIN.FLR. = 52.62'
AVERAGE TOP OF CURB = 50.42's
ELEVATION -KEYNOTES
1. ASPHALT ROOFING-CLASS:'B'
STYLE HIGH DIMENSIONAL
COLOR TBD
2. EXTERIOR FINISH:
STYLE BATTEN AND BOARD
BATTEN AND BOARD OVER TYVEX OVER PLYWOOD
SPACING BATTENS ATI6"O.C.
TEXTURE SMOOTH
-COLOR-TBD
PAINT MANUFAC., TBD.
3. DECORATIVE STANDING SEAM SHED ROOF:
MATERIAL: METAL
-HNISH KYNAR
STYLE AS SHOWN
-COLOR-TBD
4. FACIA, EAVE AND RAKE WITH EXPOSED RAFTER TIPS
MATERIAL: WOOD, MATCH EXISTING
-COLOR-TBD
PAINT MANUFAC; TBD
-SEEDETAIL? SFIFET?
5. ILLUMINATED ADDRESS BY EXTERIOR LANTERN ON TIMER
6.-TRIM HEAD AND JAMB SURROUND SIZE 1'X 3-1/2"
-CAPSIZE. 1" X 2" WITH METAL DRIP
SILL SIZE: I" X 2" SILL WITH 1" X 4" APRON
STYLE TRADITIONAL
EXTERIOR: ALUM CLAD. COLOR TBD
GLAZING : DUAL GLAZED SIMULATED TRUE DIVIDED
INTERIOR PRIMED, PAINT READY.
DOOR AND WINDOW REP:
DOOR AND WINDOWS TO BE MANUFAC;
BY TBD.
COLOR AND HARDWARE TO BE SELECTED BY HOMEOWNER
CONSULT OWNER
-SEE SHEET AD.2 FOR TYPICAL DOOR AND WINDOW DETAILS.
7. GUTTERS AND DOWNSPOUTS
MATERIAL: GALVANIZED
COLOR TBD
SIZE OF GUTTER: Y DECORATIVE O.G.
SIZE OF DOWN SPOUT: 4" DIA.
8. METAL CHIMNEY SHROUD WITH VENT CAP
-INSTALL HEIGHT PER MANUFACTURERS REQUIREMENTS
COLOR PRIME AND PAINTED
STYLE AS SHOWN IN ELEVATION.
9. SQUARE POLYMAR OR WOOD COLUMNS. TYP.
-SIZE I'-0" SHAFT WITH BASE AND CAP
COLOR TBD
MANUFAC;
-TURNCRAFT OR EQUAL
10. NEW FLOOR VENTS:
SIZE" 6" X 14"
-MANFAC: TBD
-COLORTBD
11. WOOD TRIM BOARD WITH WATER TABLE
SIZE 2X10 WITH 2 X WATER TABLE
-COLORTBD
12 DECORATIVE BASE WOOD BOARD WITH WATER TABLE
SIZE 2X6 WITH 2 X WATER TABLE
--COLOR TBD
13. DECORATIVE BASE SHED ROOF WITH STANDING SEAM
SCALE 1/4"=1'-0" ROOFING.
14 EXISTING STUCCO FINISH
15. EXISTING BRICK CHIMNEY
16. EXISTING SINGLE PANE VINYL WINDOWS
17. EXISTING ASPHALT SHINGLES
18. NEW ALUMINUM CLAD EXTERIOR, WOOD INTERIOR FRONT
ENTRY DOOR
0
19. NEW ALUMINUM CLAD GARAGE DOOR
20. LINE OF CLIPPED CEILING
Geurse Conceptual Desi6ns, Inc.
405 bay swater ave.
Burlingame, california 94010
tel: 650.703.6197
e:mail: jgeurse@gmail.com
SIGNATURE BOX
NAME JESSE GEURSE
DATE NOVEMBER 2, 2020 '
CITY OF BURLINGAME BUSINESS LIC : GEURS CON AL DESIGNS, INC.
NO 22811, EXPIRATION DATE6/30/ 0
CITY
U
1 8-5-2021
JIG
I PLANNING COMMENTS-3RD COMMENTS
5-10-2021
JIG
PLANNING COMMENTS-2nd COMMENTS
4-2-2021
JIG
PLANNING COMMENTS-DEPT. COMMENTS
2-17-2021
JFG
PLANNING SUBMISSION -DESIGN REVIEW
NO.
DATE
BY
DESCRIPTION
CONST.
REVISIONS
IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO VERIFY ALL
FIELD CONDITIONS AND COMPARE
THEM WITH THE CONSTRUCTION
DOCUMENTS BEFORE COMMENCING NORTH REF.
ACTIVITIES, ERRORS, OMMISSIONS
OR ANY OTHER INCONSISTENCIES
DISCOVERED SHALL IMMEDIATELY
BE REPORTED TO THE DESIGNER
PROJECT NAME
FIRST + SECOND STORY ADDITION
for
MR. and MRS. KWAN
3 VICTORIA ROAD
BURLINGAME, CALIFORNIA 94010
DATE
2021
JOB NO.
DRAWN JIG
BY:
DRAWING TITLE
BUILDING SECTIONS
ENGINEER I DRAWING NO.
AART ASSINK
5-LONGITUDINAL BUILDING SECTION
SCALE 1/4"=I'r0"
REVIEWED JIG
FG
SCALE AS SHOWN
RELEASED TO
CONSTRUCTION
A.9
ATTIC INSULATION
ROOF PLAN KEYNOTES
Geurse Conceptual Desi$n, Inc.
(: D5 ------ ------ --
------ ------
------ ------
------- 4
I
I
w
(N)12:12 (N)12:12
SLOPE w ♦ SLOPE
z
I
I
I
I
405 bay swater ave.
Burlingame, california 94010
tel: 650.703.6197
e:mail: jgeurse@gmail.com
SIGNATURE BOX
NAME JESSE GEURSE
DATE NOVEMBER 2, 2020 '
CITY OF BURLINGAME BUSINESS LIC : GEURS CON AL DESIGNS, INC.
NO 22811, EXPIRATION DATE6/30/ 0
CITY
0
0
/ \
1 8-5-2021
JFG
I PLANNING COMMENTS-3RD COMMENTS
5-10-2021
JFG
PLANNING COMMENTS-2nd COMMENTS
4-2-2021
JFG
PLANNING COMMENTS-DEPT. COMMENTS
2-17-2021
JFG
PLANNING SUBMISSION -DESIGN REVIEW
NO.
DATE
BY
DESCRIPTION
CONST.
IT IS THE RESPONSIBILII Y OF THE
CONTRACTOR TO VERIFY ALL
FIELD CONDITIONS AND COMPARE
THEM WITH THE CONSTRUCTION
DOCUMENTS BEFORE COMMENCING NORTH REF.
ACTIVITIES, ERRORS, OMMISSIONS
OR ANY OTHER INCONSISTENCIES
DISCOVERED SHALL IMMEDIATELY
BE REPORTED TO THE DESIGNER
PROJECT NAME
FIRST + SECOND STORY ADDITION
for
MR. and MRS. KWAN
3 VICTORIA ROAD
B 6 E BURLINGAME, CALIFORNIA 94010 C
A9 DRAWING TITLE
ROOF PLAN
DATE ENGINEER DRAWING NO.
2021 AART ASSINK
REVISIONS
ROOF PLAN
JOB NO.
SCALE AS SHOWN
DRAWN JFG
BY: RELEASED TO
REVIEWED CONSTRUCTION
SCALE 1/4"=1'r0" BY: JFG
A.3
PUBLIC WORKS NOTES
1) THIS PROJECT SHALL COMPLY WITH THE CITY NPDES PERMIT REQUIREMENTS TO PREVENT STORM WATER POLLUTION. SEE SHEET BMP.1
CONTRACTOR SHALL CONSTRUCT FRONTAGE PUBLIC IMPROVEMENTS INCLUDING CURB, GUTTER, SIDEWALK, DRIVEWAY AND OTHER APPURTENANT WORK IF AREAS
ARE REQUIRED TO BE ALTERED.
2) SEWER BACKWATER PROTECTION CERTIFICATION IS REQUIRED FOR THE INSTALLATION OF ANY NEW SEWER FIXTURE PER ORDINANCE NO. MO, THE SEWER
BACKWATER
3) THE SANITARY SEWER LATERAL (BUILDING SEWER) SHALL BE TESTED PER ORDINANCE CODE CHAPTER 15.12. TESTING INFORMATION IS AVAILABLE AT THE
BUILDING DEPARTMENT COUNTER A SEWER LATERAL TEST ENCROACHMENT PERMIT IS REQUIRED.
4) SEE SHEET PW.1 FOR ADDITIONAL PUBLIC WORKS REQUIREMENTS
5) GRADING PERMIT, IF REQUIRED, WILL BE OBTAINED FROM DEPART. OF PUBLIC WORKS.
6) THE SANITARY SEWER LATERAL (BUILDING SEWER) SHALL BE TESTED PER ORDINANCE CODE CHAPTER 15.12. A
ENCROACHMENT PERMIT FOR THE SEWER LATERAL TEST IS REQUIRED. A PASSED SEWER LATERAL TEST CERTIFICATE MUST BE IN PLACE PRIOR TO FINAL OF THE
BUILDING PERMIT.
7) Construction hours in the City Public right-of-way are limited to weekdays and non -City Holidays between 8:00 a.m. and 5:00 p.m. for all activities (including hauling).
8) 5. All water lines connections to city water mains for services or fire line protection are to be installed per city standard procedures and material specifications. Contact the city Water
department for connection fees. If required, all fire services and services 2" and over will be installed by builder. All underground fire service connections shall be submitted as separate
Underground Fire Service permit for review and approval.
SITE DRAINAGE NOTE
1. CONTRACTOR TO PROVIDE 4" DIA PVC. SITE DRAINAGE LINE FROM AROUND RESIDENCE TO TO STREET PER CITY OF BURLINGAME PUBLIC WORKS REQUIREMENTS. TIE
ALL ROOF DOWNSPOUTS INTO 4" DRAINAGE LINE TO HAVE POSITIVE DRAINAGE TO STREET. ALL WORK AT CITY SIDEWALK AND CURB IS REQUIRED TO HAVE CITY
PERMIT. REPLACED AND REPAIR AS REQUIRED PER DETAILS ON SFIEET PW.1 AND PW.2
2. SEE ROOF PLAN FOR ALL DOWNSPOUT LEADERS TO BOOT LOCATIONS.
PARKS DEPARTMENT
1. CONTRACTOR TO PROTECT STREET TREES DURING
CONSTRUCTION.
2. EXISTING CITY STREET TREE MAY NOT BE CUT, TRIMMED OR REMOVED WITHOUT PERMIT FROM PARKS DIVISION (558-7330)
3. NO EXISTING TREE OVER 48 INCHES IN CIRCUMFERENCE AT 54 INCFIES FORM BASE OF TREE MAY BE REMOVED WITHOUT A PROTECTED TREE REMOVAL PERMIT
FROM THE PARKS DIVISION.
4. ALL NEW TREES SHALL BE DOUBLE STAKED WITH 2" POLES AND SECURED WITH AT LEAST TWO RUBBER TIES OR STRAPS.
IRRIGATION NOTE
AN AUTOMATIC IRRIGATION SYSTEM CONTROLLER FOR LANDSCAPING PROVIDED BY THE BUILDER AND INSTALLED AT THE TIME OF FINAL INSPECTION SHALL
COMPLY WITH CGC 4304
OUTDOOR WATER USE (2019 CGC §4.4)
RESIDENTIAL DEVELOPMENTS SHALL SUBMIT A CALIFORNIA DEPARTMENT OF WATER RESOURCES' MODEL WATER USE EFFICIENT LANDSCAPE (MWELO) CHECKLIST.
2019 CGC §4304.1
T.C. , 88'
30 •
Cq
37
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VDU 24
U
g.-I�z �
�ww0
Qwp 30
�V •
�- p A.T.C.= .53,
C�
rcS ��c
�0
U a 29 4
w
41 •`,00
^;
O
^ r I O 30 � •
vJ
z C
�1
zO T.C.50.18'
w ,U
I
PUBLIC WORKS CONDITIONS OF APPROVAL SITE PLAN KEYNOTES
FRONT SETBACK (E) 2ND STORY = 42'41'
1. LINE OF EXISTING RESIDENCE.
I& EXISTING LANDSCAPE TO REMAIN AS IS.
34. (1) PLUG ALL EXISTING SANITARY SEWER LATERAL
GC a YS C Conceptual
DC S 1$ n S,
Inc.
2. EXISTING ATTACHED GARAGE REMOVED.
19. EXISTING U-0" FIIGFI WOOD FENCE
CONNECTIONS AND INSTALL ANEW 4" LATERAL,
3. REMOVAL OF EXISTING 3" TRUNK CITY STREET TREE
(2) ALL WATERLINE CONNECTIONS TO CITY WATER MAINS FOR
20. EXISTING CHERRY TREE
SERVICES OR FIRE LINE ARE TO BE
4. LOCATION OF EXISTING WATER METER CHANGE METER
O A
21. AN AUTOMATIC IRRIGATION SYSTEM CONTROLLER FOR
INSTALLED PER CITY STANDARD PROCEDURES AND
bay swater
AND SIZE ACCORDANCE NEW FIRE PROTECTION
LANDSCAPING PROVIDED BY THE BUILDER AND INSTALLED
SPECIFICATION,
Burlingame, California 94010
Bur ifor
CALCULATIONS AND PER CITY OF BURLINGAMES PUBLIC
AT THE TIME OF FINAL INSPECTION SHALL COMPLY WITI-I
(3) ANY OTHER UNDERGROUND UTI ITY WORKS WITHIN CITY'S
tel: 650.703.6197
WORKS AND FIRE DEPARTMENT REQUIREMENTS. MIN. 1"
RIGHT-OF-WAY.
AL
METER
CGC 4304
email: jgeurse@gmail.com
5. LOCATION OF EXISTING GAS METER
22. AREA OF SINGLE STORY ADDITION SHOWN SHADED
35. REMOVE EXISTING DRIVEWAY AND INFILL CURB, GUTTER
1
AND SIDEWALK PER CITY OF BURLINGAME PUBLIC WORKS
SIGNATURE BOX
6. LOCATION OF NEW 200AMP ELECTRICAL PANEL AND METER.
23. NO STRUCTURE SHALL BE BUILT INTO CITY'S RIGHT-OF-WAY,
REQUIREMENTS.
NAME JESSE GEURSE
7. NEW PATIO. MATERIAL TO BE DETERMINED.
THIS INCLUDES ALL EXISTING AND NEW, SUCH AS BUT NOT
36. REMOVE EXISTING FENCE WITHIN PUBLIC RIGHT OF WAY ON
DATE NOVEMBER 2, 2020 '
LIMITED TO, WALL, FENCE, RAILING, AND MAILBOX SHOW ON
8. LOCATION OF NEW BUILDING ADDRESS. NUMBERS ARE TO
SITE PLAN, DIMENSION FROM PROPERTY LINE TO FACE OF CURB.
PENINSULA AVENUE
BE A MINIMUM OF ONE-HALF INCH STROKE BY TWO AND
CITY OF BURLINGAME BUSINESS LIC : GEURS CON AL DESIGNS, INC.
INCHES HIGH, AND ARE EXTERNALLY ILLUMINATED
24. PROVIDE RIP RAP AT ALL GUTTER CATCH BASINS AND ALL
37. ANY DAMAGED SIDEWALK, CURB, AND GUTTER DURING
NO 22811, EXPIRATION DATE 06/30/
BY LANDSCAPE FLOOD CONTROLLED BY SENSOR INSTALL PER
BY LANDSCAPE
AREAS ADJACENT TO NEIGHBORING PROPERTIES. ALL
CONSTRUCTION WILL BE REPAIRED. AN INSPECTION BY THE
BURLINGAME CODE 18.08.050.
MEASURES TO BE IN ACCORDANCE TO BMP.1
CITY PUBLIC WORKS INSPECTOR WILL DETERMINE THE LIMITS OF
SIDEWALK, CURB, GUTTER REPAIRS POST -CONSTRUCTION.
9. EXISTING DIRECTION OF SITE DRAINAGE WITH POSITIVE
25. AREA OF SECOND STORY ADDITION SHOWN I-IATCFIED.
38. DIRECT RUNOFF FROM SIDEWALKS, WALKWAYS, AND/OR
FLOW TO STREET FRONTAGE AND STORM DRAIN.
26.ANY WORK IN THE CITY RIGHT-OF-WAY, SUCH AS
PATIOS ONTO VEGETATED AREAS.
10. EXISTING MAIN LATERAL FROM METER TO RESIDENCE
PLACEMENT OF DEBRIS BIN IN STREET, WORK IN SIDEWALK
UPGRADE AS REQUIRED BY FIRE PROTECTION CALULATIONS
AREA, PUBLIC EASEMENTS, AND UTILITY EASEMENTS, IS
39. DIRECT RUNOFF FROM DRIVEWAYS AND/OR UNCOVERED
REQUIRED TO OBTAIN AN ENCROACHMENT PERMIT PRIOR TO
PARKING LOTS ONTO VEGETATEDAREAS.
11. NEW LOCATION FOR DOUBLE CHECK VALVE ASSEMBLY.
STARTING WORK. PORTA POTTY'S ARE NOT ALLOWED TO BE
40. NEW JAPANESE MAPLE
12. NEW PERIMETER ONSITE 4" DRAINAGE AROUND ENTIRE
PLACED IN THE CITY RIGI-IT-OF-WAY.
41. EXISTING ADJACENT NEIGHBORS SCREEN TREES.
STRUCTURES WITH POSITIVE FLOW AND DAYLIGHTED OUT
THROUGH CATCH BASIN BOX AND THROUGH EXISTING
27. NEW LOCATION FOR FIRE RISER FOR FIRE PROTECTION.
CURB PER PUBLIC WORKS STANDARD DETAILS ON SFIEET
COORDINATE WITH DESIGN BUILD/ FIRE PROTECTION
PW.1
COMPANY FOR ALL NECESSARY MAIN WATER LINE FROM
CITY METER REFER TO APPROVED FIRE PROTECTION PLANS
13. NEW CATCH BASIN DIFFUSER BOX PER PUBLIC WORKS
SEE SHEET PW.1
STANDARD DETAILS. SHEET PW.1
28. NEW DRIVEWAY APPROACH PER PUBLIC WORKS
14. TIE NEW AND EXISTING ROOF DOWNSPOUT AND BOOTH
REQUIREMENTS SHOWN ON SHEET PW.1. RECEIVE APPROVAL
WITH GAP TO NEW ONSFFE DRAINAGE LINE TO STREET. TYP
PRIOR TO WORK FROM PUBLIC WORKS DEPARTMENT.
15. LOCATION OF ELECTRICAL VEFIICLE CHARGING STATION.
29. CONTRACTOR TO VERIFY WITH PUBLIC WORKS FOR
INSTALL ALL ELECTRICAL PER MANUFACTURERS
REQUIRED WATER LINE FROM CITY MAIN LATERAL TO METER.
REQUIREMENTS AND CALGREEN 4.106.4.23 FOR DETAILS
OBTAIN ALL NECESSARY PERMITS FOR ALL WORK PERFORMED
REGARDING 208/240- VOLT RACEWAY, CABINET, AND
IN CITY RIGHT AWAY.
40-AMPERE OVERCURRENT DETAILS.
1) THE SERVICE PANEL OR SUB -PANEL CIRCUIT DIRECTORY 30. EXISTING STREET TREES TO REMAIN.
SHALL IDENTIFY THE OVERCURRENT PROTECTIVE DEVICE 31. EXISTING OAK TREE TO REMAIN.
SPACE(S)
RESERVED FOR FUTURE EV CHARGING AS "EV CAPABLE'. 32. NEW STREET TREE TO MATCH EXISTING TO REPLACE
2) THE RACEWAY TERMIINATION SHALL BE PERMANENTLY AND REMOVED.
VISIBLY MARKED AS "EV CAPABLE'. 2019 CGC §4.106.4 33. EXISTING CREPE MYRTLE TREE TO REMAIN.
16. EXISTING SANITARY SEWER LATERAL TO REMAIN.
EXISTING LINE TO BE VIDEO TAPE PER PUBLIC WORKS
REQUIREMENTS. SEE GENERAL NOTES THIS SHEET, SI-IT.PW.1
17. PROVIDE RIP RAP AT FRONT OF PROPERTY FOR
MANAGEMENT OF STORM WATER DRAINAGE DURING
CONSTRUCTION. REFER TO BMiP.I FOR ADDITIONAL
PROTECTIONS REQUIREMENTS DURING CONSTRUCTION.
PROTECTION OF CREEK OR STORM DRAIN INLETS, PER94ETER
CONTROLS, PROTECTIONS FOR CONSTRUCTION ACCESS
POINTS, AND SEDIMENT CONTROL MEASURES.
REAR SETBACK (N)1ST + 2ND STORY = 29'-4 2"
REAR SETBACK (N)
1ST + 2ND STORY = 26A01 "
0
O iri
FR ETBACK !; 1 19
(N)1ST STO - 23'-4" "'
wF
Z15 '
PROPERTY LINE 10 MY (S 41°39' " E)
II ` • 31 DETACHEE
1 27 / { - T
1 ��/. /// f �• T� /7. I 1 CAR
36 �//.//// I GARAGE
NEW PATIO
7
17
00
z 1 I ✓////�///j/i/'
1 EXISTING /// / /I
I S 1 LAWN00
/ 25
--- I;------ ---------- �j/ j/ 22 14
1 to -
I I-------------
11 34
z--- -- - ---- --- -- ---- / 14 39
1 � 1G
I 1 �jc,
20 34 z 18 z EXISTING
�w 8 + `, O" z u 9 LAWN
EXISTING F z �
LAWN "' NEW O z
"' 17 "' WALK `U
z 40 13
L
71
PROPERTY LINE 108 ' (N 41°39'59" W) AN.G. 50 �' • • �' •
19 � I
C
• 35 33 33 33
T.C.=50.23' o AT.C.=50.42' �z -
i� Cp
24
2
r�A. Ca O � O �. O
� AN.G.=51.03' -- � -- �
ANY DAMAGED SIDEWALK CURB, AND GLITTER DURING CONSTRUCTION WILL BE REPAIRED. AN INSPECTION BY TI-IE CITY PUBLIC WORK
S INSPECTOR WILL DETERMINE THE LIMITS OF SIDEWALK CURB, GUTTER REPAIRS POST -CONSTRUCTION.
VICTORIAROAD
Centerline OI 50' R1611t OI Way
T
NEW DRIVEWAY
APPROACF. PER
PUBLIC WORKS
28
DETAIL SHT. PW.1
d) S.B.= F-3"
N.G.=51.00'
_VA
'ggi
N
w
24
O
E1 1
(E) ADJACENT
DRIVEWAY
BLOCK AVERAGE
FRONT SETBACK ON
PENNINSULA
3 VICTORIA :
19-8-1/2"
104 PENINSULA :
21'-4"
108 PENINSULA :
25'-4"
114 PENINSULA :
23'-4"
118 PENINSULA :
26'-4"
TOTAL OF 5=116'-01-1/2" = 23'-4"
U
8-5-2021
JFG
I PLANNING COMMENTS-3RD COMMENTS
5-10-2021
JFG
PLANNING COMMENTS-2nd COMMENTS
4-2-2021
JFG
PLANNING COMMENTS-DEPT. COMMENTS
2-17-2021
JFG
PLANNING SUBMISSION -DESIGN REVIEW
NO.
DATE
BY
DESCRIPTION
CONST.
REVISIONS
IT IS THE RESPONSIBII.ICY OF THE
CONTRACTOR TO VERIFY ALL
FIELD CONDITIONS AND COMPARE
THEM WITH THE CONSTRUCTION
DOCUMENTS BEFORE COMMENCING NORTH REF.
ACTIVITIES, ERRORS, OMMISSIONS
OR ANY OTHER INCONSISTENCIES
DISCOVERED SHALL IMMEDIATELY
BE REPORTED TO THE DESIGNER
PROJECT NAME
FIRST + SECOND STORY ADDITION
for
MR. and MRS. KWAN
3 VICTORIA ROAD
BURLINGAME, CALIFORNIA 94010
DRAWING TITLE
SITE PLAN
DATE ENGINEER DRAWING NO.
onoi AART ASSINK
JOB NO
SCALE AS SHOWN
DRAWN JIG
BY: RELEASED TO
REVIEWED CONSTRUCTION
BY. JIG
SP.1
SITE PLAN
SCALE 1/8"=1'-0"