228-B Fern Street Santa Cruz 831 621 3926
1727 64th Street Emeryville 925 324 4247
[email protected]
www.nielsenarchitects.com
BY
01 REVISIONS Date
2 Job:
Date:
Scale:
Drawn:
Checked:
21-26
BF, GB
CN
G0.1
Plotted On: 5/1/2023
11/2/2022
AS NOTED
COVER SHEET
593
N. 5TH STREET
THE ISSUANCE OF A BUILDING
PERMIT SHALL NOT BE
CONSTRUED AS A GUARANTEE
THAT ALL CODE REQUIREMENTS
ARE REFLECTED IN THE
DOCUMENT. THE GENERAL
CONTRACTOR FOR THE PROJECT
SHALL BE ULTIMATELY
RESPONSIBLE FOR ENSURING
THAT THE FINISHED PRODUCT
COMPLIES WITH ALL
REGULATIONS, LAWS AND CODE
REQUIREMENTS.
IF THE ABOVE DIMENSION DOES NOT
MEASURE ONE INCH (1") EXACTLY,
THIS DRAWING WILL HAVE BEEN
ENLARGED OR REDUCED,
AFFECTING ALL LABELED SCALES.
1" ACTUAL
JOB NAME:
ADDRESS:
APN:
KENNETH AND TAE KAI CLIENT:
DISCRETIONARY
REVIEW ONLY 593
N. 5TH STREET, SAN
JOSE, CA 95112
249-40-002,003,004
BIMcloud: nielsen - BIMcloud as a Service/21-26 - NFS - 593 N. 5th Street/21-26 NFS 5/1/2023 11:46 AM
DISCRETIONARY
REVIEW SET
FILE NUMBER: H22-041
PLAN CHECK 3/22/23
PLAN CHECK 5/01/23
VICINITY MAP
BLKG BLOCKING
BOT. BOTTOM
CONC. CONCRETE
CONT. CONTINUOUS
CU.FT. CUBIC FEET
DIA. DIAMETER
DWGS DRAWINGS
(E) EXISTING
EA. EACH
EN END NAIL
EQ. EQUAL
EXT. EXTERIOR
FDTN FOUNDATION
FT. FEET OR FOOT
GYPBD GYPSUM WALLBOARD
IN. INCH
INT. INTERIOR
LG LONG
MAX. MAXIMUM
MIN. MINIMUM
MTL METAL
(N) NEW
O/ OVER
O.C. ON CENTER
PT. PRESSURE TREATED
PLWD PLYWOOD
REF. REFER
REQ'D REQUIRED
SCHED SCHEDULE
S.F. SQUARE FEET
S.S. STAINLESS STEEL
STD STANDARD
STL STEEL
SQ. SQUARE
T&B TOP & BOTTOM
TBD TO BE DETERMINED
TYP. TYPICAL
U.N.O. UNLESS NOTED OTHERWISE
VERT. VERTICAL
VIF VERIFY IN FIELD
WD WOOD
W/ WITH
APN:
ZONING DISTRICT:
CONSTRUCTION TYPE:
249-40-002,003,004
A(PD)
V-B NON-SPRINKLERED
PROJECT DATA
INTERIOR REMODEL AND EXPANSION OF (E) BUILDING, CURRENTLY OCCUPIED BY A RESTAURANT, TO PROVIDE A (N) DENTAL OFFICE.
-DEMOLITION OF INTERIOR PARTITIONS, PLUMBING, MECHANICAL, ELECTRICAL, AND EXTERIOR WALLS AND ROOF AT THE ADDITION AREA.
PROPOSED CONSTRUCTION OF NEW INTERIOR PARTITIONS, CASEWORK,
PLUMBING, MECHANICAL, ELECTRICAL, AND EXTERIOR WALLS AND ROOF AT THE ADDITION AREA. THE IMPROVEMENT WILL INCLUDE (N) ACCESSIBLE RESTROOMS.
- EAST ELEVATION ALTERATIONS INCLUDE REMOVAL OF (E) DOOR AND INSTALLATION OF NEW WINDOWS.
-RESTRIPING OF PARKING SPACES TO COMPLY WITH CURRENT CODE REQUIREMENTS.
-ADDITION OF TRASH ENCLOSURE
PROJECT DESCRIPTION
PROJECT AREA:
3,476 SF (E) + 1,149 SF(ADDITION) =
4,625 SF
OCCUPANCY: B - DENTAL OFFICE
GENERAL NOTES
1.01 ALL CONSTRUCTION WORK SHALL MEET OR EXCEED THE LATEST
EDITION OF THE FOLLOWING CODES AS APPLICABLE AND AS ADOPTED BY THE LOCAL GOVERNING AGENCIES:
2019 CALIFORNIA BUILDING CODE (2018 IBC)
2019 CALIFORNIA FIRE CODE (2018 IFC)
2019 CALIFORNIA MECHANICAL CODE (2018 UMC)
2019 CALIFORNIA PLUMBING CODE (2018 UPC)
2019 CALIFORNIA ELECTRICAL CODE (2017 NEC)
2019 ENERGY EFFICIENCY STANDARD (TITLE 24)
2019 GREEN BUILDING CODE (TITLE 24)
AND ALL ORDINANCES ADOPTED BY THE GOVERNING
AGENCIES.
1.02 THE GENERAL CONTRACTOR SHALL MAINTAIN THE CURRENT AND
COMPLETE SET OF APPROVED CONSTRUCTION DOCUMENTS ON THE SITE AT ALL TIMES IN A SECURE LOCATION.
1.03 THE GENERAL CONTRACTOR SHALL PROVIDE COPIES OF THE
APPROVED CONSTRUCTION DOCUMENTS FOR THE USE OF ALL TRADES AND
SHALL PROVIDE THEM TO ALL SUBCONTRACTORS, WITH UPDATES AND APPROVED CHANGES AS REQUIRED AND NECESSARY.
1.04 THE GENERAL CONTRACTOR SHALL VERIFY ALL MEASUREMENTS
SHOWN ON THESE DRAWINGS PRIOR TO COMMENCING ANY WORK OR ORDERING ANY MATERIAL.
1.05 PROJECT DIMENSIONING STANDARDS:
1. ALL DIMENSIONS ARE MEASURED FROM THE FACE OF THE EXISTING FINISH FOR EXISTING WALLS;
2. FACE OF EXTERIOR PLYWOOD FOR NEW EXTERIOR WALLS;
3. FACE OF STUD FOR NEW INTERIOR WALLS; AND
4. CENTER OF COLUMN OR OPENING, FACE OF CABINET, OR GRIDLINES.
MAINTAIN DIMENSIONS MARKED AS CLEAR, ALLOWING FOR THICKNESS OR MOUNTING OF FINISHES.
WHEN TIEING INTO (E) CONDITIONS, (N) AND (E) FINISHES SHOULD ALIGN, WHICH GOVERN ACTUAL DIMENSIONS.
GC TO CONFIRM LOCATION OF GRIDLINES IN FIELD AND ADVISE ARCHITECT OF ANY VARIANCE.
1.06 DO NOT SCALE THE DRAWINGS. THE DIMENSIONS SHOWN SHALL SUPERSEDE THE SCALE OF THE DRAWINGS.
1.07 ANY DISCREPANCY IN DIMENSIONS OR CONFLICT IN PLANS OR FIELD
CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO CONTINUANCE OF THE WORK IN THE AFFECTED AREA. IF THE WORK
IS CONTINUED IN THE AFFECTED AREA, WITHOUT INSTRUCTION OR
CLARIFICATION BY THE ARCHITECT, THE CONTRACTOR
SHALL BE SOLELY RESPONSIBLE FOR ANY RESULTANT DEFECT, DAMAGE OR CHANGE REQUIRED.
1.08 AT JOB COMPLETION, PRIOR TO SUBMITTING THE REQUISITION FOR
FINAL PAYMENT, THE GENERAL CONTRACTOR SHALL PROVIDE THE OWNER WITH A REDLINED SET OF PRINTS SHOWING AS-CONSTRUCTED CONDITIONS.
1.09 THE GENERAL CONTRACTOR SHALL PROVIDE PROPER CONTAINERS ON THE JOB SITE TO ASSURE CONTINUOUS RECYCLING OF MATERIALS.
1.10 THE GENERAL CONTRACTOR IS RESPONSIBLE FOR NOTIFYING
SUBCONTRACTORS AND ASSUMING THEIR COMPLIANCE WITH THE RECYCLING PROGRAM.
1.11 NFRC LABELS MUST REMAIN ATTACHED TO THE GLAZING
UNTIL THE INSULATION INSPECTION BY PROPER AUTHORITIES IS COMPLETED.
PROJECT DIRECTORY
ARCHITECT NIELSEN STUDIOS
1509 SEABRIGHT AV., SANTA CRUZ, CA 95062
CONTACT: CHRISTIAN NIELSEN
PH: (831) 621-3926
FAX: (925) 287-0666
EMAIL: [email protected]
OWNER / CLIENT KENNETH AND TAE KAI
250 MONTCLAIR AVE., SUITE A
SAN JOSE, CA 95116
PH: (408) 386-3132
EMAIL: [email protected]
STEEL
BATT INSULATION
ALUMINUM
RIGID INSULATION
CMU
BRICK
EIFS
PLYWOOD
GRANULAR MATERIAL
CONTINUOUS LUMBER
EARTH
CONCRETE
CMU GROUTED SOLID
GYPSUM BOARD
SHEET NUMBER
DISCIPLINE (IE: 'A' = ARCHITECTURE)
A 2.1
A
1 4
A.3
1 3
2 A.5 4
SECTION CUT
DETAIL CUT
INTERIOR ELEVATION
STRUCTURAL GRID LINES
1 A.1
BLKG BLOCKING
BOT. BOTTOM
CONC. CONCRETE
CONT. CONTINUOUS
CU.FT. CUBIC FEET
DIA. DIAMETER
DWGS DRAWINGS
(E) EXISTING
EA. EACH
EN END NAIL
EQ. EQUAL
EXT. EXTERIOR
FDTN FOUNDATION
FT. FEET OR FOOT
GYPBD GYPSUM WALLBOARD
IN. INCH
INT. INTERIOR
LG LONG
MAX. MAXIMUM
MIN. MINIMUM
MTL METAL
(N) NEW
O/ OVER
O.C. ON CENTER
PT. PRESSURE TREATED
PLWD PLYWOOD
REF. REFER
REQ'D REQUIRED
SCHED SCHEDULE
S.F. SQUARE FEET
S.S. STAINLESS STEEL
STD STANDARD
STL STEEL
SQ. SQUARE
T&B TOP & BOTTOM
TBD TO BE DETERMINED
TYP. TYPICAL
U.N.O. UNLESS NOTED OTHERWISE
VERT. VERTICAL
VIF VERIFY IN FIELD
WD WOOD
W/ WITH
DESIGNER ERIC SCHMIDT DESIGN ASSOCIATES
1227 LAUREL STREET
SANTA CRUZ, CA 95060
CONTACT: ERIC SCHMIDT
PH: (831) 427-1413
EMAIL: [email protected]
SURVEYOR ALPHA LAND SURVEYS, INC
4444 SCOTTS VALLEY DRIVE #7
SCOTTS VALLEY, CA 95066
CONTACT: BRODIE FRENCH, PLS 9301
PH: (831) 438-4453
EMAIL: [email protected]
CIVIL ENGINEER RAMSEY CIVIL ENGINEERING, INC
CONTACT: DAVID RAMSEY, PE QSD/P
PH: (831) 462-2905
EMAIL: [email protected]
LANDSCAPE DESIGNER NIWA LLC
CONTACT: JACOB AND NORIKO
PH: (858) 354-8988
EMAIL: [email protected]
- THE PROJECT IS CONSISTENT WITH THE CITED LIGHTING STANDARDS:
SECTION 2.3.7 CITYWIDE DESIGN GUIDELINES - SITE LIGHTING STANDARD 1: ORIENT ALL SITE LIGHTING DIRECTLY DOWNWARDS TO PREVENT LIGHT POLLUTION AND EXCESS GLARE IN THE PUBLIC REALM.
STANDARD 5: FULLY ILLUMINATE ALL SERVICE YARDS AND ACCESS TO SERVICES AND UTILITIES.
STANDARD 6: ALL SITE LIGHTING FIXTURES MUST BE FULLY SHIELDED (FULL
CUT-OFF) TO PREVENT LIGHT FROM AIMING SKYWARD AND LIGHT SPILLAGE AND GLARE THAT CAN BE SEEN FROM ABOVE.
STANDARD 7: KEEP THE MAXIMUM COLOR TEMPERATURE FOR OUTDOOR LIGHTING BELOW 2700 KELVIN, EXCEPT FOR OUTDOOR DECORATIVE LIGHTING FROM NOVEMBER 15 TO JANUARY 15.
SITE LIGHTING NOTES
PROJECT LOCATION
(E) FIRE HYDRANT
LOCATION
FIRE DIAGRAM
NUMBER OF LEVELS: ONE STORY / 16'-11 1/2" HEIGHT
1 1
1 1
SHEET INDEX
GREEN BUILDING NOTES
SITE
400 ft REF. LINE
593 N. 5TH STREET
593 N. 5TH STREET
SAN JOSE, CA 95112
ABBREVIATIONS
HATCH LEGEND
SHEET NUMBER LEGEND
SYMBOLS
TO BE CONFIRMED:
PRELIMINARY TITLE REPORT
238 ft
G0.1
G0.2
C1.0
C1.0
C2.0
C3.0
C4.0
C5.0
A0.1
A1.1
A1.2
A1.3
A1.4
A2.1
A2.2
A4.1
A7.1
L-0.0
L-0.1
L-0.2
L-0.3
L-0.4
L-0.5
S-0.0
S-0.1
S-0.2
COVER SHEET
PHOTOS OF EXISTING CONDITIONS
COVER SHEET
NOTES
SITE PLAN
GRADING & DRAINAGE PLAN
DETAILS
STORMWATER MANAGEMENT PLAN
SITE PLAN
EXISTING & DEMO FIRST FLOOR PLAN
PROPOSED FIRST FLOOR PLAN
EXISTING & DEMO ROOF PLAN
PROPOSED ROOF PLAN
EXISTING & DEMO ELEVATIONS
PROPOSED ELEVATIONS
TRASH ENCLOSURE ENLARGED PLAN AND ELEVATIONS
PERSPECTIVE VIEWS
GRADING PLAN
HARDSCAPE PLAN
HYDROZONE PLAN
PLANT & BOULDER
LANDSCAPE DETAILS
IRRIGATION PLAN
EXHIBIT A
EXHIBIT B
SITE PLAN EXHIBIT
2.01 CONTRACTOR SHALL RETAIN ALL WASTE HAULING RECEIPTS FOR INSPECTOR. RECEIPTS MUST INDICATE 65% SEPARATED, RECYCLABLE MATERIALS.
ALL CREDITED WASTE HAULING RECEIPTS MUST INDICATE THE MATERIAL RECYCLED, AND CANNOT INDICATE “PUBLIC REFUSE” or “UNPROCESSED C&D”
2.02 INVENTORY, DECLARE, AND OBTAIN DOCUMENTATION OF PROPER
HAZARDOUS WASTE DISPOSAL FOR ANY UNIVERSAL WASTE MATERIALS WITH THE SCOPE OF WORK AREA. RETAIN DOCUMENTATION FOR INSPECTOR.
2.03 PROHIBITED UNIVERSAL WASTE MATERIAL AS DEFINED IN CALGREEN SECTION 202 INCLUDING BATTERIES, ELECTRONIC DEVICES, MERCURYCONTAINING EQUIPMENT, LAMPS, CATHODE RAY TUBES, CATHODE RAY TUBE GLASS, AND AEROSOL CANS.
2.04 ALL PAINT, COATINGS, SEALANTS, CAULKINGS, ADHESIVES,
COMPOSITE WOOD PRODUCTS, AND ANY OTHER MATERIALS COVERED IN CAL GREEN REQUIREMENTS MUST CONFORM TO CAL GREEN MANDATORY MEASURES.
CONTRACTOR TO PROVIDE DOCUMENTATION AS REQUIRED BY INSPECTOR.
2.05 PRIOR TO PERMIT ISSUANCE CONTRACTOR TO COMPLETE AND
SUBMIT THE RELEVANT CONSTRUCTION WASTE MANAGEMENT PLAN WHERE APPLICABLE.
2.06 FOR HOMES BUILT PRIOR TO 1994, CA CIVIL CODE SECTION 1101.4
REQUIRES ALL NON-COMPLIANT PLUMBING FIXTURES TO BE UPGRADED TO MEET CURRENT GREEN BUILDING CODE SECTION 4.303 WATER EFFICIENCIES WHEN ANY APPLICABLE BUILDING PERMIT IS OBTAINED. THEREFORE, EXISTING NONCOMPLIANT FIXTURES THROUGHOUT THE HOME EVEN WHERE NO OTHER WORK
IS PROPOSED MUST HAVE WATER EFFICIENT FIXTURES INSTALLED TO FINAL THIS PERMIT. NON-COMPLIANT FIXTURES WOULD BE DEFINED AS: TOILETS > 1.6 GAL/ FLUSH, SHOWER HEADS > 2.5 GAL/MIN, AND ANY FAUCETS > 2.2 GAL/MIN. 1 2
ATTACHMENT - PLAN SET
LI
R
C
C
E
HI
NS
T
E
EC
D
T
STAT
A
E OF CALIFORNIA
CHRISTIAN M.
NIELSEN
No. C-31888
RENEWAL DATE
AUGUST 31, 2021 228-B Fern Street Santa Cruz 831 621 3926 1727 64th Street Emeryville 925 324 4247
[email protected]
www.nielsenarchitects.com
BY
01 REVISIONS Date
Job:
Date:
Scale:
Drawn:
Checked:
21-26
BF, GB
CN
G0.2
Plotted On: 3/23/2023
11/2/2022
AS NOTED
PHOTOS OF EXISTING CONDITIONS
593
N. 5TH STREET
THE ISSUANCE OF A BUILDING
PERMIT SHALL NOT BE
CONSTRUED AS A GUARANTEE
THAT ALL CODE REQUIREMENTS
ARE REFLECTED IN THE
DOCUMENT. THE GENERAL
CONTRACTOR FOR THE PROJECT
SHALL BE ULTIMATELY
RESPONSIBLE FOR ENSURING
THAT THE FINISHED PRODUCT
COMPLIES WITH ALL
REGULATIONS, LAWS AND CODE
REQUIREMENTS.
IF THE ABOVE DIMENSION DOES NOT
MEASURE ONE INCH (1") EXACTLY,
THIS DRAWING WILL HAVE BEEN
ENLARGED OR REDUCED,
AFFECTING ALL LABELED SCALES.
1" ACTUAL
JOB NAME:
ADDRESS:
APN:
KENNETH AND TAE KAI CLIENT:
DISCRETIONARY
REVIEW ONLY 593
N. 5TH STREET, SAN
JOSE, CA 95112
249-40-002,003,004
BIMcloud: nielsen - BIMcloud as a Service/21-26 - NFS - 593 N. 5th Street/21-26 NFS 3/23/2023 1:07 PM
DISCRETIONARY
REVIEW SET
FILE NUMBER: H22-041
PLAN CHECK 3/22/23
1 NO
PARKING NO PARKING
COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT
COMPACT COMPACT COMPACT COMPACT
SD SD NORTH 5TH STREET
APN 249-40-001
APN 249-40-029
APN 249-40-028
APN 249-40-027
APN 249-40-026 APN 249-40-005
APN 249-40-002
APN 249-40-003
APN 249-40-004
JACKSON STREET
DRAWN BY: BY DATE DESCRIPTION REVISION BLOCK
DESIGNED BY:
DATE:
SCALE:
PROJECT NO:
SHEET:
GS
DMR
10/24/2022
AS NOTED
22-021 NUMBER
CIVIL ENGINEERING
LAND PLANNING
PROJECT MANAGEMENT
CONSTRUCTION SUPPORT
QSD AND QSP SERIVCES
2905 KRISTIE COURT
SANTA CRUZ, CA 95065
TEL (831) 462-2905
www.ramseycivilengineering.com
DAVID RAMSEY DATE
RCE# 73735
APN# 249-40-002,
003 & 004
PLAN TYPE593 N. 5TH STREET 593 N. 5TH STREET, SAN JOSE, CA, 95112
DAV I D RAMS E Y
NO. C73735
R
GE I ST ERED
PROFESS IONAL
ENGI NEER
S TAT E OF CAL I FORNIA CIVI L
COMMERCIALGS 03/07/2023 ROUND 1 - COMMENTS 1 CITY OF SAN JOSE FILE #:H22-041 GS 04/24/2023 ROUND 2 - FILE NUMBER ADDED TO SHEETS 2 C1.0 COVER SHEET
INDEX OF SHEETS
SHEET NO. DESCRIPTION
C1.0 COVER SHEET
C1.1 NOTES
C2.0 SITE PLAN
C3.0 GRADING AND DRAINAGE PLAN
C4.0 DETAILS
C5.0 STORMWATER MANAGEMENT PLAN
VICINITY MAP
N.T.S.
BENCHMARK
ELEVATIONS ARE BASED ON AN ASSUMED DATUM.
SURVEY
SURVEY FOR THIS PROJECT PROVIDED BY ALPHA
LAND SURVEYS, INC., JOB NO. 2022-085, DATED
07/18/2022.
MAP DATA © GOOGLE
SITE
GRAPHIC SCALE: 1 INCH = FEET
20' 0 10' 20' 40'
20 LEGEND
WATER THRUST BLOCK
FLOW DIRECTION
AB AGGREGATE BASE
AC AIR CONDITIONER UNIT
APN ASSESSORS PARCEL NUMBER
ARV AIR-RELEASE VALVE
BF BASEMENT FLOOR
BFP BACKFLOW PREVENTER
BO BLOW-OFF VALVE
BRW FG AT BOTTOM OF RETAINING WALL
BSW BACK OF SIDEWALK
BVC BEGIN VERTICAL CURVE
BW BOTTOM OF WALL
CATV CABLE TELEVISION
CB CATCH BASIN
CBC CALIFORNIA BUILDING CODE
CI CURB INLET
CIP CAST IRON PIPE
CL CENTERLINE
CMP CORRUGATED METAL PIPE
CMU CONCRETE MASONRY UNIT
CO CLEANOUT
CONC CONCRETE
COTG CLEANOUT TO GRADE
DIP DUCTILE IRON PIPE
DS DOWNSPOUT
DTL DETAIL
DWG DRAWING
DWY DRIVEWAY
E EAST, ELECTRICAL
EG EXISTING GROUND
EP EDGE OF PAVEMENT
(E) EXISTING
EQ EQUAL
EX. EXISTING
FC FACE OF CURB
FDC FIRE DEPARTMENT CONNECTION
FG FINISH GRADE
FF FINISH FLOOR
FH FIRE HYDRANT
FL FLOWLINE
FNC FENCE
FO FIBER OPTIC
FS FINISHED SURFACE
FSB FRONT SETBACK
FT FOOT/FEET
FW FIRE WATER
G GAS
GB GRADE BREAK
GF GARAGE FLOOR
HT HEIGHT
HDPE HIGH-DENSITY POLYETHYLENE
HP HIGH POINT
INT INTERSECTION
INV INVERT
IRR IRRIGATION
JB JUNCTION BOX
JT JOINT TRENCH
L LANDING
LF LINEAR FOOT
LIP LIP OF GUTTER
LOG LIMIT OF GRADING
LP LOW POINT
MH MANHOLE
MIN MINIMUM
N NORTH
NE NORTHEAST
NTS NOT TO SCALE
NW NORTHWEST
OC ON CENTER
OCEW ON CENTER, EACH WAY
OH OVERHEAD
PCC PORTLAND CEMENT CONCRETE
POC POINT OF CONNECTION
PP POWER POLE
PL PROPERTY LINE
PRC POINT OF REVERSE CURVE
PS PLANTING STRIP
PSE PUBLIC SERVICE EASEMENT
PIV POST-INDICATOR VALVE
PV PAVEMENT
PVC POLYVINYL CHLORIDE PIPE
R RADIUS
RC RELATIVE COMPACTION
RCP REINFORCED CONCRETE PIPE
ROW RIGHT-OF-WAY
RPPB REDUCE PRESSURE PRINICIPLE BACKFLOW
RSB REAR SETBACK
RW RECYCLED WATER
S SOUTH, SLOPE
SD STORM DRAIN
SE SOUTHEAST
SDMH STORM DRAIN MANHOLE
SDE STORM DRAIN EASEMENT
SHT SHEET
SS SANITARY SEWER
SSB SIDE SETBACK
SSE SANITARY SEWER EASEMENT
SSMH SANITARY SEWER MANHOLE
STA STATION
STD STANDARD
SW SIDEWALK, SOUTHWEST
SWE SIDEWALK EASEMENT
T TELEPHONE
TC TOP OF CURB
TH THRESHOLD
TRAN TRANSFORMER
TRW FG AT TOP OF RETAINING WALL
TW TOP OF WALL
USA UNDERGROUND SERVICE ALERT
W WEST, WATER
WM WATER METER
WV WATER WALVE
ABBREVIATIONS
E
FO
FW
G
IRR
JT
OH
RW
SD
SS
T
CATV
W
ELECTRICAL LINE
FIBER OPTIC LINE
FIRE WATER LINE
GAS LINE
IRRIGATION LINE
JOINT TRENCH LINE
OVERHEAD LINE
RECYCLED WATER LINE
STORM DRAIN LINE
SANITARY SEWER LINE
TELEPHONE LINE
CABLE TV LINE
WATER LINE
WATER VALVE
MANHOLE STRUCTURE
GUY ANCHOR
FIRE HYDRANT
CLEANOUT STRUCTURE
CURB INLET
CATCH BASIN
BLOW-OFF VALVE
AIR RELEASE VALVE
WATER METER
PROPERTY LINE
PROPERTY LINE -ADJACENT
FENCE
PROPOSED EASEMENT
> > > SWALE
IMPROVEMENT PLANS
FOR
593 N. 5TH STREET
SAN JOSE, CALIFORNIA
LOG LIMIT OF GRADING
TREE TREE PROTECTION FENCING
BASIS OF BEARINGS
BEARINGS FOR THIS SURVEY ARE BASED ON THE
MONUMENT LINE NORTH OF FIFTH STREET, AS SHOWN ON
THAT MAP FILED IN BOOK 930 OF MAPS AT PAGE 19, SANTA
CLARA COUNTY RECORDS, AND ESTABLISHED BETWEEN
FOUND MONUMENTS AS SHOWN.
BASIS OF BEARINGS.... 30°36'11"
RECORD BOUNDARY NOTE
THE RECORD BOUNDARY SHOWN IN BASED ON FOUND
MONUMENTS. A TITLE REPORT WAS NOT PROVIDED FOR
THE PREPARATION OF THIS MAP. EASEMENTS SHOWN ARE
PER RECORD DATA AS NOTED HEREON. PARCELS MAY BE
SUBJECT TO EASEMENTS AND RIGHT OF WAYS OF RECORD
THAT ARE NOT SHOWN ON THIS MAP.
2 DRAWN BY: BY DATE DESCRIPTION REVISION BLOCK
DESIGNED BY:
DATE:
SCALE:
PROJECT NO:
SHEET:
GS
DMR
10/24/2022
AS NOTED
22-021 NUMBER
CIVIL ENGINEERING
LAND PLANNING
PROJECT MANAGEMENT
CONSTRUCTION SUPPORT
QSD AND QSP SERIVCES
2905 KRISTIE COURT
SANTA CRUZ, CA 95065
TEL (831) 462-2905
www.ramseycivilengineering.com
DAVID RAMSEY DATE
RCE# 73735
APN# 249-40-002,
003 & 004
PLAN TYPE593 N. 5TH STREET 593 N. 5TH STREET, SAN JOSE, CA, 95112
DAV I D RAMS E Y
NO. C73735
R
GE I ST ERED
PROFESS IONAL
ENGI NEER
S TAT E OF CAL I FORNIA CIVI L
COMMERCIALGS 03/07/2023 ROUND 1 - COMMENTS 1 CITY OF SAN JOSE FILE #:H22-041 GS 04/24/2023 ROUND 2 - FILE NUMBER ADDED TO SHEETS 2 C1.1 NOTES
CITY OF SAN JOSE GENERAL NOTES
1. SITE PLAN BASED ON TOPOGRAPHIC SURVEY, PERFORMED BY ALPHA LAND SURVEYS, INC., DATED 07/18/2022.
2. ALL GRADING WORK AND CONSTRUCTION OF IMPROVEMENTS SHALL BE DONE IN ACCORDANCE WITH THE CBC 2019.
3. NO CHANGES ON THESE PLANS SHALL BE MADE WITHOUT PRIOR APPROVAL OF RAMSEY CIVIL ENGINEERING, INC.
4. EROSION CONTROL PLANS SHALL BE PERMITTED AND FILED WITH THE APPLICABLE AGENCIES PRIOR TO ANY CONSTRUCTION OR GRADING OPERATIONS.
5. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS. ALL CHANGES MUST BE IN WRITING AND MUST BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION.
6. ROOF DOWNSPOUTS SHALL DISCHARGE AWAY FROM BUILDING FOUNDATION PER 2019 CBC, AND DIRECTED TO GRADE TO DRAIN.
7. ALL COMPACTION TO BE DETERMINED USING THE LATEST EDITION OF ASTM D1557.
8. THE TYPES, LOCATIONS, SIZES, AND/OR DEPTHS OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON THE IMPROVEMENT PLANS WERE OBTAINED FROM SOURCES OF VARYING RELIABILITY. THE CONTRACTOR SHALL PERFORM THEIR OWN FIELD INVESTIGATION PRIOR TO CONSTRUCTION TO VERIFY UTILITY LOCATIONS. CONTRACTOR IS CAUTIONED THAT ONLY ACTUAL EXCAVATION WILL REVEAL THE TYPES, EXTENT, SIZES, LOCATIONS, AND DEPTHS OF SUCH UNDERGROUND UTILITIES. THE ENGINEER CAN ASSUME NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE DELINEATION OF SUCH UNDERGROUND UTILITIES WHICH MAY BE ENCOUNTERED. IF AT ANYTIME
THE CONTRACTOR IS UNSURE OF UTILITY LOCATIONS, A CERTIFIED UNDERGROUND UTILITY LOCATOR SHALL BE OBTAINED AT THE COST OF THE CONTRACTOR, FOR ONSITE UTILITIES, OR CONTACT U.S.A (OR 811) FOR OFFSITE UTILITIES.
9. ALL UTILITY STRUCTURES TO REMAIN WITHIN AREAS EFFECTED BY THE CONSTRUCTION WORK ON THIS PROJECT, INCLUDING, BUT NOT
LIMITED TO CLEANOUTS, WATER VALVES, AND PULL BOXES SHALL BE ADJUSTED TO GRADE BY THE CONTRACTOR WHETHER SHOWN ON THESE PLANS OR NOT. CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH ALL PUBLIC OR PRIVATE UTILITY COMPANIES.
10. ALL AREAS TO BE GRADED ACCORDING TO THE GRADES SHOWN ON THESE PLANS. A 1% MINIMUM SLOPE FOR DRAINAGE SHALL BE APPLIED IF NO GRADES ARE SHOWN, SUBJECT TO THE APPROVAL OF THE PROJECT ENGINEER.
11. CONTRACTOR SHALL GRADE EVENLY BETWEEN SPOT ELEVATIONS.
12. CONTRACTOR SHALL VERIFY THE CONTENTS AND THICKNESS OF THE BUILDING SLAB SECTION (I.E. CONCRETE, SAND, ROCK) WITH THE STRUCTURAL PLANS PRIOR TO COMMENCEMENT OF GRADING OPERATIONS.
13. ALL GRADING, TRENCHING, SHORING, PAVING, AND CONSTRUCTION WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE O.S.H.A REGULATIONS.
14. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF THE CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONNEL AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CONTRACTOR AGREES TO DEFEND, INDEMNIFY, AND HOLD DESIGN
PROFESSIONALS AND CITY REPRESENTATIVES HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL.
RAMSEY CIVIL ENGINEERING NOTES:
CUBIC YARDS NET EXCAVATION
CUBIC YARDS EMBANKMENT
CUBIC YARDS EXCAVATION
ESTIMATED EARTHWORK QUANTITIES
NOTES
1. ESTIMATE DOES NOT INCLUDE UTILITY TRENCH VOLUMES OR ANY OVEREXCAVATION, IF REQUIRED BY SITE CONDITIONS.
2. ESTIMATE ASSUMES A 15% COMPACTION FACTOR ON ALL FILL MATERIAL AND A 0% EXPANSION FACTOR ON ALL CUT MATERIAL.
3. PRIOR TO COMMENCEMENT OF WORK CONTRACTOR SHALL CONFIRM THAT ESTIMATES ARE CORRECT.
4. EXCESS MATERIAL SHALL BE DISPOSED OF OFFSITE AT AN APPROVED DISPOSAL SITE.
22 13
35 ACCESSIBLE PARKING & SIGNAGE NOTES
1. ACCESSIBLE PARKING SPACES SERVING A PARTICULAR BUILDING SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL FROM ADJACENT PARKING TO AN ACCESSIBLE ENTRANCE. (IN PARKING FACILITIES THAT DO NOT SERVE A PARTICULAR BUILDING
ACCESSIBLE PARKING SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUT OF TRAVEL TO AN ACCESSIBLE PEDESTRIAN ENTRANCE OF THE PARKING FACILITY.
2. PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 1.5% IN ALL DIRECTIONS.
3. WHERE PLAQUE R99B (CA), SIGN R99C (CA) OR SIGN R7-8b ARE INSTALLED, THE BOTTOM OF THE SIGN OR PLAQUE PANEL SHALL BE A MINIMUM OF 7'-0" ABOVE THE SURROUNDING SURFACE.
4. BLUE PAINT, INSTEAD OF WHITE MAY BE USED FOR MARKING ACCESSIBILITY AISLES IN AREAS WHERE SNOW MAY CAUSE WHITE MARKINGS TO NOT BE VISIBLE.
5. THE WORDS "NO PARKING", SHALL BE PAINTED IN WHITE LETTERS NO LESS THAN 1'-0" HIGH AND LOCATED SO THAT IT IS VISIBLE TO TRAFFIC ENFORCEMENT OFFICIALS. SEE CALTRANS STANDARD PLAN A90B FOR DETAILS OF "NO PARKING" PAVEMENT MARKINGS.
6. A R100B (CA) SIGN SHALL BE POSTED IN A CONSPICUOUS PLACE AT EACH ENTRANCE TO OFF-STREET PARKING FACILITIES OR IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL. THE SIGN SHALL INCLUDE THE ADDRESS WHERE THE TOWED VEHICLE MAY BE RECLAIMED AND THE TELEPHONE NUMBER OF THE LOCAL TRAFFIC LAW ENFORCEMENT AGENCY.
7. ACCESSIBLE PARKING ONLY SIGN SHALL BE SIGN R99C (CA) OR SIGN R99 (CA) WITH PLAQUE R99B (CA).
8. THE DETECTABLE WARNING SURFACE SHALL BE A RECTANGLE AS SHOWN AT BACK OF CURB, UNLESS MODIFIED IN THE PROJECT PLANS.
CURB RAMPS SHALL HAVE A DETECTABLE WARNING SURFACE THAT EXTENDS THE FULL WIDTH AND 3'-0" DEPTH OF THE RAMP.
DETECTABLE WARNING SURFACES SHALL EXTEND THE FULL WIDTH OF THE RAMP EXCEPT A MAXIMUM GAP OF 1 INCH IS ALLOWED ON EACH SIDE OF THE RAMP. DETECTABLE WARNING SURFACES SHALL CONFORM TO THE REQUIREMENTS IN THE CALTRANS STANDARDS
SPECIFICATIONS
1. ALL NEW WORK SHALL CONFORM TO TITLE 24 OF THE CALIFORNIA ADMINISTRATIVE CODE AND THE AMERICANS WITH DISABILITIES ACT (ADA).
2. NEW CURB RAMPS SHALL NOT EXCEED A SLOPE OF 1:12 (8.33%).
3. ALL NEW ENTRANCE WALKS TO BUILDINGS SHALL NOT EXCEED A SLOPE OF 1:20 (5%) LONGITUDINALLY UNLESS RAILINGS ARE PROVIDED IN WHICH CASE THE SLOPE SHALL NOT EXCEED 1:12 (8.33%). SEE ARCHITECTURAL OR LANDSCAPE PLANS FOR RAILING REQUIREMENTS IF NOT IN THE SCOPE OF THE CIVIL PLANS.
4. LANDINGS SHALL BE PROVIDED AT BUILDING ENTRANCES DESIGNATED AS ACCESSIBLE WITH A 2% MAXIMUM SLOPE IN ALL DIRECTIONS.
CONTRACTOR SHALL VERIFY THAT ALL LANDINGS AT NEW BUILDING ENTRANCES COMPLY WITH CBC 2019 SECTION 11B-404.
5. RAMPS ARE DEFINED AS ANY WALKWAY WITH A LONGITUDINAL SLOPE BETWEEN 1:20 (5%) AND 1:12 (8.33%). RAMPS SHALL HAVE A MINIMUM WIDTH OF 48" AND A MAXIMUM CROSS-SLOPE OF 2%. RAMPS EXCEEDING 30" VERTICAL DROP SHALL HAVE INTERMEDIATE (2% MAXIMUM SLOPE) LANDINGS HAVING A MINIMUM LENGTH IN THE DIRECTION OF TRAVEL OF 60". LANDINGS AT THE BOTTOM OF A RAMP OR CHANGES IN RAMP DIRECTION SHALL HAVE A MINIMUM LENGTH OF 72".
6. MAXIMUM CROSS-SLOPE ON ANY SIDEWALK OR RAMP SHALL BE 2%. MAXIMUM SLOPE IN ANY DIRECTION WITHIN PARKING STALLS DESIGNATED AS ACCESSIBLE PARKING STALLS SHALL BE 2%.
7. ANY CATCHBASINS OR DRAINAGE INLETS LOCATED WITHIN DESIGNATED ACCESSIBLE PATHS OF TRAVEL SHALL BE INSTALLED WITH HEEL PROOF GRATES.
8. CONTRACTOR SHALL ENSURE AND CONSTRUCT ALL IMPROVEMENTS WITH ADA COMPLIANCE. THIS SHALL INCLUDE BUT NOT LIMITED TO PATHWAYS, RAMPS, BUILDING ENTRANCES, ROADWAYS, ETC.
ACCESSIBILITY NOTES
1. APPROVAL OF THESE PLANS DOES NOT RELEASE THE OWNER OF THE RESPONSIBILITY FOR THE CORRECTION OF MISTAKES, ERRORS, OR OMISSIONS CONTAINED THEREIN. IF DURING THE COURSE OF CONSTRUCTION OF THE IMPROVEMENTS, PUBLIC INTEREST REQUIRES A MODIFICATION OF OR A
DEPARTURE FROM THE CITY SPECIFICATIONS OR THESE IMPROVEMENT PLANS, THE CITY ENGINEER SHALL HAVE THE AUTHORITY TO REQUIRE SUCH MODIFICATION OR DEPARTURE AND TO SPECIFY THE MANNER IN WHICH THE SAME IS TO BE MADE.
2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 1992 STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THE 1992
STANDARD DETAILS AND THESE SPECIAL PROVISIONS AND SUBSEQUENT ADDENDA FOR PUBLIC WORKS CONSTRUCTION AS ADOPTED BY THE CITY COUNCIL. A DIGITAL COPY OF THE SPECIFICATIONS AND DETAILS IS AVAILABLE AT: HTTPS://WWW.SANJOSECA.GOV/SPECS-DETAILS
3. CONTRACTOR SHALL NOTIFY THE PROJECT INSPECTOR AT LEAST 48 HOURS PRIOR TO STARTING WORK.
4. ALL CONTRACTORS WILL BE RESPONSIBLE FOR THE VERIFICATION OF LOCATIONS OF ALL EXISTING UTILITIES IN THE FIELD. ALL CONTRACTORS SHALL CALL U.S.A. (CA. 1-800-227-2600) 48 HOURS BEFORE DIGGING AND OBTAIN AN IDENTIFICATION NUMBER (SECTION 4210.1 OF THE GOVERNMENT CODE).
5. COMPACT SUBGRADE FOR SIDEWALK AND SIMILAR STRUCTURES TO 90% MINIMUM RELATIVE DENSITY IN LIEU OF THE 95% REQUIRED IN SECTION 21-1.05 OF THE STANDARD SPECIFICATIONS. COMPACT SUBGRADE FOR CURB, GUTTER AND DRIVEWAYS TO 95%. RELATIVE COMPACTION AND MOISTURE CONTENT OF ALL NATIVE MATERIALS SHALL BE DETERMINED IN ACCORDANCE WITH CAL TESTS 216 AND 231.
6. ALL ASPHALT CONCRETE MIX SHALL CONFORM TO THE CITY OF SAN JOSE SECTION 39 SUPERPAVE ASPHALT CONCRETE SPECIFICATIONS AND THESE SPECIAL PROVISIONS. THE ASPHALT CONCRETE SHALL BE ½” HOT MIX ASPHALT (TYPE F) FOR ARTERIAL AND COLLECTOR STREETS AND ½” HOT MIX ASPHALT (TYPE H) FOR RESIDENTIAL STREETS AND CONFORMS, UNLESS OTHERWISE AUTHORIZED BY THE CITY ENGINEER. THE CONTRACTOR SHALL TAKE ONE (1) 4-INCH OR 6-INCH DIAMETER DENSITY CORE FOR EVERY 250 TONS OF HMA FROM RANDOM LOCATIONS PER CALIFORNIA TEST 375. CONTRACTOR SHALL TAKE DENSITY CORES IN THE CITY'S PRESENCE AND BACKFILL AND COMPACT HOLES WITH AUTHORIZED MATERIAL. THE CITY WILL TEST THE CORE FROM EACH 250 TONS OF HMA. FIELD CORE DENSITY SHALL BE BETWEEN 92-97 PERCENT OF THEORETICAL MAXIMUM DENSITY. ANY FIELD CORE DENSITY ABOVE 97 AND BELOW 92 PERCENT SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR AT NO COST TO THE CITY. THE REDUCE PAYMENT FACTORS TABLES SHOWN IN SECTION 39-2.01A(4)(I)(II) DOES NOT APPLY. CURRENT CITY OF SAN JOSE SECTION 39 SUPERPAVE ASPHALT CONCRETE SPECIFICATION IS AVAILABLE AT: HTTPS://WWW.SANJOSECA.GOV/SPECS-DETAILS. 7. ASPHALT COATING:
A. APPLY TACK COAT (AKA PAINT BINDER) TO SURFACES DESIGNATED IN, AND IN ACCORDANCE WITH, SECTION 39-4.02 OF THE 1988 CALTRANS STANDARD SPECIFICATIONS. THE ASPHALTIC EMULSION USED SHALL BE SS-1H.
B. PRIME COAT ALL AGGREGATE BASE SURFACES PRIOR TO PLACING A.C. PAVING UNLESS THE TOTAL THICKNESS OF A.C. PAVING IS 0.5 FOOT OR GREATER. PRIME COAT ALL AGGREGATE BASE SURFACES THAT WILL BE SUBJECTED TO TRAFFIC PRIOR TO PAVING.
C. CONSTRUCT PRIME COAT IN ACCORDANCE WITH SECTION 39-4.02 OF THE 1992 CALTRANS STANDARD SPECIFICATION, WITH THE EXCEPTION THAT SS-1H ASPHALTIC EMULSION SHALL BE USED IN LIEU OF LIQUID ASPHALT. PRIME COAT NOT REQUIRED FOR FULL DEPTH AC ALTERNATE.
8. ALL IRRIGATION LINES OR OTHER PRIVATELY-OWNED UNDERGROUND LINES THAT REQUIRE RELOCATION AS DETERMINED BY THE CITY ENGINEER SHALL BE AT THE SOLE EXPENSE OF THE DEVELOPER.
9. TEMPORARY STREET SIGNS TO BE INSTALLED AT ALL INTERSECTIONS BEFORE UNITS ARE OCCUPIED.
10. AS A WATER CONSERVATION MEASURE, USE OF FIRE HYDRANT WATER OR ANY OTHER SOURCE OF POTABLE WATER FOR CONSTRUCTION PURPOSES IS PROHIBITED. RECYCLED WATER IS AVAILABLE AT MULTIPLE LOCATIONS ACROSS THE CITY. CERTIFICATION IS REQUIRED BY SOUTH BAY WATER RECYCLING PRIOR TO RECEIVING A RECYCLED WATER METER. FOR MORE INFORMATION, PLEASE CALL LYLE FROHMAN AT (408) 794-6805.
11. HAZARDOUS MATERIALS:
UPON DISCOVERY OF HAZARDOUS MATERIAL, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE CITY IN WRITING OF ANY:
A. MATERIAL THAT THE CONTRACTOR BELIEVES MAY BE MATERIAL THAT IS HAZARDOUS WASTE, AS DEFINED IN SECTION 25117 OF THE HEALTH AND
SAFETY CODE, WHICH IS REQUIRED TO BE REMOVED TO A CLASS I, CLASS II, OR CLASS III DISPOSAL SITE IN ACCORDANCE WITH PROVISIONS OF EXISTING LAW.
B. SUBSURFACE OR LATENT PHYSICAL CONDITIONS AT THE SITE DIFFERING FROM THOSE INDICATED.
C. UNKNOWN PHYSICAL CONDITIONS AT THE SITE OF ANY UNUSUAL NATURE, DIFFERENT MATERIALLY FROM THOSE ORDINARILY ENCOUNTERED AND GENERALLY RECOGNIZED AS INHERENT IN WORK OF THE CHARACTER PROVIDED FOR IN THE CONTRACT. THE DEVELOPER'S AGENT SHALL PROMPTLY INVESTIGATE THE SUSPECTED CONDITION AND, AS NECESSARY, INITIATE FURTHER ANALYSIS OF THE PROBLEM. IF REMEDIATION IS
REQUIRED, A REMEDIATION PLAN WILL BE SUBMITTED TO THE DIRECTOR OF PUBLIC WORKS FOR REVIEW BY ENVIRONMENTAL MANAGEMENT AND, UPON APPROVAL BY THE DIRECTOR, BE IMPLEMENTED AT DEVELOPER'S SOLE EXPENSE.
12. IN THE EVENT THAT HUMAN REMAINS AND/OR CULTURAL MATERIALS ARE FOUND, ALL PROJECT-RELATED CONSTRUCTION SHOULD CEASE WITHIN A 100-FOOT RADIUS. THE CONTRACTOR SHALL, PURSUANT TO SECTION 7050.5 OF THE HEALTH AND SAFETY CODE, AND SECTION 5097.94 OF THE PUBLIC RESOURCES CODE OF THE STATE OF CALIFORNIA, NOTIFY THE SANTA CLARA COUNTY CORONER IMMEDIATELY.
13. CONTRACTOR SHALL PROVIDE VIDEO INSPECTION OF ALL STORM AND SANITARY SEWER MAINS. VIDEO INSPECTION OF ALL MAINS SHALL BE PERFORMED AFTER ALL TESTING HAS BEEN COMPLETED.
14. CONTRACTOR SHALL REMOVE ALL U.S.A MARKINGS AS SOON AS THEY ARE NO LONGER NEEDED. ONLY CHALK PAINT SHALL BE USED IN THE REDEVELOPMENT AREA (BOUNDED BY JULIAN STREET AND HIGHWAY 280, AND BETWEEN HIGHWAY 87 AND FOURTH STREET). REMOVAL OF PAINT SHALL BE BY HIGH WATER PRESSURE METHOD ONLY.
15. STORM DRAIN INLETS:
A. STENCILING LOCATION: CONTRACTOR SHALL STENCIL ALL STORM DRAIN INLETS AND CATCH BASINS WITH THE “NO DUMPING - FLOWS TO NEIGHBORHOOD CREEK” STENCIL. THE “NO DUMPING” MESSAGE SHOULD BE APPLIED TO BOTH THE TOP OF THE CURB AND THE FACE OF THE CURB NEXT TO THE STORM DRAIN INLET, PREFERABLY ON THE LEFT SIDE. IF THIS IS NOT FEASIBLE, PLACE THE MESSAGE IN THE STREET IN FRONT OF THE INLET.
B. PREVIOUSLY MARKED INLETS: INLETS THAT HAVE ALREADY BEEN LABELED WITH PERMANENT PLASTIC “NO DUMPING” MARKERS DO NOT NEED STENCILING. IF THE INLET HAS BEEN PREVIOUSLY STENCILED, PAINT OVER THE OLD PAINT AND APPLY A FRESH STENCIL.
C. COLORS AND MATERIALS: USE WHITE TRAFFIC STRIPING PAINT FOR THE BACKGROUND AND BLUE TRAFFIC STRIPING PAINT FOR THE LETTERING.
TRAFFIC STRIPING PAINT CAN BE PURCHASED AT COMMERCIAL PAINT RETAILERS OR THROUGH SPECIALTY TRAFFIC CONTROL OR CONSTRUCTION SUPPLIERS. THE USE OF ORDINARY PAINT FOR STORM DRAIN MARKING IS NOT ALLOWED. THE STENCILS MAY BE OBTAINED, AT NO CHARGE, THROUGH THE ENVIRONMENTAL SERVICE DEPARTMENT. CONTACT AMBER SCHAT OR PATRICK HANSEN AT 408-945-3000.
16. INSTALLATION OR REMOVAL OF STREET TREES REQUIRES A PERMIT FROM THE DEPARTMENT OF TRANSPORTATION. THE CITY ARBORIST WILL SPECIFY SPECIES. CONTACT THE CITY ARBORIST BY EMAIL AT [email protected] WITH YOUR PROJECT INFORMATION TO OBTAIN A TREE PERMIT.
17. SANITARY AND STORM PIPES:
A. ALL VCP PIPE APPLICATIONS 10” IN DIAMETER AND GREATER SHALL REQUIRE RESILIENT COMPRESSION JOINTS (BELL & SPIGOT) AS PER SECTION 1302-4.2.2. OF THE CITY STANDARD SPECIFICATIONS. COMPRESSION COUPLINGS (BAND SEALS) ARE ALLOWED FOR VCP PIPE APPLICATIONS OF UP TO 8” IN DIAMETER AS APPROVED BY THE DIRECTOR OF PUBLIC WORKS.
B. ALL STORM DRAIN LATERALS TO BE 12” RCP UNLESS NOTED OTHERWISE.
C. ALL SANITARY SEWER LATERALS TO BE 4” VCP UNLESS NOTED OTHERWISE.
D. ALL SANITARY SEWER LATERALS TO HAVE A CLEANOUT INSTALLED ON-SITE WITHIN 5 FEET OF PROPERTY LINE.
E. BOLT-DOWN MANHOLE COVERS SHALL BE USED WHEN MANHOLES ARE NOT IN THE STREET (I.E. WHEN LOCATED IN LANDSCAPED AREAS, SIDEWALKS, ON-SITE EASEMENTS, ETC.).
18. IF CONTRACTOR DAMAGES EXISTING ASPHALT SECTION DURING THE REMOVAL OF EXISTING CURB AND GUTTER OR AT THE DISCRETION OF THE PROJECT INSPECTOR, THE ASPHALT CONCRETE SHALL BE REPAIRED BY SAWCUTTING 12" MINIMUM FROM THE LIP OF GUTTER AND INSTALLING A 12” MINIMUM 'DEEP-LIFT' AC SECTION.
19. CITY SURVEY MONUMENTS SHALL BE PRESERVED. IN THE EVENT THAT A CITY MONUMENT IS LOST TO CONSTRUCTION ACTIVITIES, THE
CONTRACTOR SHALL, AT THE CONTRACTOR'S SOLE EXPENSE, BE RESPONSIBLE FOR ITS RE-ESTABLISHMENT AND THE FILING OF A CORNER RECORD WITH THE COUNTY'S SURVEYOR'S OFFICE. A RECORD OF SURVEY SHALL BE FILED FOR ALL NEW CITY MONUMENTS SET IN CONJUNCTION WITH THIS IMPROVEMENT PLAN, UNLESS A FINAL OR PARCEL MAP REQUIRING SAID MONUMENTS IS RECORDED AS PART OF THIS PROJECT.
20. PAVEMENT MARKING AND STRIPING LAYOUT AND TRAFFIC SIGNAL LOOP LAYOUT SERVICES SHALL BE PROVIDED BY THE DEVELOPER'S ENGINEER, SURVEYOR, OR OTHER QUALIFIED PERSONNEL.
RIGHT OF WAY IMPROVEMENT NOTES
* PER CITY OF SAN JOSE REQUIREMENTS
1. APPLICANT SHALL BE RESPONSIBLE TO REMOVE AND REPLACE CURB, GUTTER, AND SIDWALK THAT MAY BE DAMAGED DURING CONSTRUCTION OF THE PROPOSED PROJECT.
2. REMOVE AND REPLACE ANY BROKEN, UPLIFTED CURB AND GUTTER AS WELL AS BROKEN, UPLIFTED OR NON-ADA COMPLIANT SIDEWALK ALONG PROJECT FRONTAGE.
3. DEVELOPER SHALL BE RESPONSIBLE FOR ADJUSTING EXISTING UTILITY BOXES/VAULT TO GRADE, LOCATING AND PROTECTING THE EXISTING COMMUNICATION CONDUITS (FIBER OPTIC AND COPPER) ALONG ENTIRE PROPERTY FRONTAGE.
4. IMPROVEMENT OF THE PUBLIC STREETS SHALL BE TO THE SATISFACTION OF THE DIRECTOR OF PUBLIC WORKS.
5. REPAIR, OVERLAY, OR RECONSTRUCTION OF ASPHALT PAVEMENT MAY BE REQUIRED. THE EXISTING PAVEMENT WILL BE EVALUATED WITH THE
STREET IMPROVEMENT PLANS AND ANY NECESSARY PAVEMENT RESTORATION WILL BE INCLUDED AS PART OF THE FINAL STREET IMPROVEMENT PLANS, IF REQUIRED.
2 NO
PARKING NO PARKING
COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT
COMPACT COMPACT COMPACT COMPACT
SD SD SD SDSD SD
SD SD
4 SPACES @ 8' 16.0'
9 SPACES @ 8' 16.0' 3 SPACES @ 8.5' 18.0' 8 SPACES @ 9'
18.0' 12.8' 12.6'
11.5' 8.0'
5.0' 13.7' 12.0' 5.0' 18.0' 4.0'
6.0' 24.0'
(N) TRASH ENCLOSURE
LIMIT OF EX PAVERS
TO BE REPLACED
REMOVE EX STRIPING
(TYP)
4" WHITE PARKING
STRIPE (TYP)
TRUNCATED
DOMES PER
DTL 8, C4.0
ADA PARKING SIGN
PER DTL 5, C4.0
EX STRUCTURE TO REMAIN NORTH 5TH STREET 25.8' EX DWY APRON TO REMAIN
EX LIGHT TO
REMAIN
EX LIGHT TO
REMAIN
EX LIGHT TO
REMAIN
EX LIGHT TO
REMAIN
APN 249-40-001
10.0' 10.0'
10.0' 10.0'
APN 249-40-029
APN 249-40-028
APN 249-40-027
APN 249-40-026 APN 249-40-005
EX SDCB TO
BE REPLACED
LIMIT OF EX PAVERS
TO BE REPLACED
EX CMU WALL T O REMAIN
(N) CMU WALL T O MATCH EX
(N) CMU WALL
(BY OTHERS)
EX STRUCTURE TO REMAIN EX CONC SIDEWALK TO REMAIN EX CONC SIDEWALK TO REMAIN
BIKE PARKING PER
ARCH PLANS (TYP)
RELOCATE EX SSCO
OUTSIDE OF
PROPOSED BUILDING
FOOTPRINT (TYP)
REMOVE AND
REPLACE
PAVERS IN KIND
REMOVE AND
REPLACE
PAVERS IN KIND
EXISTING PAVERS
TO REMAIN
AREA DRAIN PER
DTL 3, C4.0 (TYP)
ACCESSIBLE PARKING
WHEEL STOP STALL PER DTL 4, C4.0 PER DTL 7, C4.0
EX TREE TO
REMAIN (TYP)
MOTORCYCLE
PARKING SPACE
EX THRU CURB
DRAIN TO REMAIN
REMOVE EX
CONC WALK
REMOVE EX CONC
WALK WITHIN
PLANTER AREA
PROPOSED TREE
(SEE LANDSCAPE PLANS)
DRAWN BY: BY DATE DESCRIPTION REVISION BLOCK
DESIGNED BY:
DATE:
SCALE:
PROJECT NO:
SHEET:
GS
DMR
10/24/2022
AS NOTED
22-021 NUMBER
CIVIL ENGINEERING
LAND PLANNING
PROJECT MANAGEMENT
CONSTRUCTION SUPPORT
QSD AND QSP SERIVCES
2905 KRISTIE COURT
SANTA CRUZ, CA 95065
TEL (831) 462-2905
www.ramseycivilengineering.com
DAVID RAMSEY DATE
RCE# 73735
APN# 249-40-002,
003 & 004
PLAN TYPE593 N. 5TH STREET 593 N. 5TH STREET, SAN JOSE, CA, 95112
DAV I D RAMS E Y
NO. C73735
R
GE I ST ERED
PROFESS IONAL
ENGI NEER
S TAT E OF CAL I FORNIA CIVI L
COMMERCIALGS 03/07/2023 ROUND 1 - COMMENTS 1 CITY OF SAN JOSE FILE #:H22-041 GS 04/24/2023 ROUND 2 - FILE NUMBER ADDED TO SHEETS 2 C2.0 SITE PLAN
HATCH LEGEND
PROPOSED STRUCTURE
(SEE ARCH DRAWINGS)
CONCRETE (VEHICULAR)
(SEE DTL 9, C4.0)
PROPOSED LANDSCAPE
CONCRETE (PEDESTRIAN)
(SEE DTL 9, C4.0)
GRAPHIC SCALE: 1 INCH = FEET
10' 0 5' 10' 20'
10 CONCRETE PAVERS (MATCH EXISTING)
2 NO
PARKING NO PARKING
COMPACT COMPACT COMPACT COMPACT
SD SD SD SD SD SD SD
SS
SD SD SD SD SD SD SD SD SD
SD SD SD SD SD NORTH 5TH STREET 100.12
FS
FF
100.65
99.56 FS±(E)
99.65 FS±(E)
99.91 FS±(E)
100.40 FS±(E)
100.41 FS±(E)
100.59 FS±(E)
100.67 FS±(E)
100.72 FS±(E)
100.63
FS
FF
100.65
100.55
FS
100.57
FS
100.00 FS
99.91 FS
99.91 FS
100.00
FS
100.05
FS
100.05
FS
BSW
99.33±(E)
BSW
99.32±(E)
99.82 FS
100.07
FS
99.93 FS
100.52
FS
100.55
FS
100.41
FS
100.43
FS
100.40
FS
4.8%
7.8% 1.8% 1.8% 4.8%
7.8% 1.8% 1.8% GB
100.55 1.0%
FS0.8%1.0%0.9%
1.1%
99.77 FS
0.6% 1.8%
0.8% 0.9% 0.9%0.8%
0.3%
0.5%
100.14
FG
100.00
FG
99.62 FG
100.14
FG
100.60
FS APPROX LIMIT OF EX PAVERS TO BE REMOVED
100
100 100
0.1%
0.2%
100.80
FG
100.05
FS
100.55
FG
100.14
FG
99.93 FS
99.90 FS
100.03
FS
100.04
FS
100.07
FS
100.48
FS
100.50
FS
100.15
FG
99.63 FG
AD
RIM: 99.60
INV: 98.61
AD
RIM: 99.60
INV: 98.46 0.5% 2.7% 0.6%0.5% APPROX LIMIT OF EX PAVERS TO BE REMOVED
APPROX LIMIT OF EX PAVERS TO BE REMOVED
99.29 FS±(E) 99.32 FS±(E)
99.70 FS±(E)
100.80 FS±(E) 100.59 FS±(E)
100.65 FS±(E)
100.65 FS±(E)
1.6% 1.4%
EX SDCB TO BE REPLACED
RIM 99.22
INV 98.49
REMOVE EX SD PIPES
48LF~6"SD, S=0.003
BSW
99.49±(E)
1.5% 1.0% 1.8%
100.69 FS±(E)
100.63 FS±(E)
100.77
FS
100.77
FS
101.10
FG
101.05
FG
100.37
FG
101
EX PAVERS TO REMAIN
EX PAVERS TO REMAIN
EX PAVERS TO REMAIN
100.00
FG
100.39
FG HP
100.31
FG (E) CONC SIDEWALK TO REMAIN
EX STRUCTURE TO REMAIN
EX
STRUCTURE
TO REMAIN
(N) TRASH
ENCLOSURE
6" AD WITH
P-TRAP & PRIMER
RIM 100.70
8LF~4"SS
S=0.02 (MIN)
INVERTS OF EX GREASE
INTERCEPTOR TO BE VERIFIED IN
FIELD
(E) 3" SD
(VERIFY LOCATION IN FIELD)
(E) THU CURB DRAIN
FL/INV 98.24
CONNECT TO EX DRAIN
PIPE. FIELD LOCATE
PRIOR TO
INSTALLATION
17LF~6"SD
S=0.003
100.05
FS
100.52
FG
99.91 FS
99.98 FS 99.98
FS 0.5%
100.46
FG
0.3%
100
100
100 (2) 32LF~3"DIP, S=0.003
28LF~6"SD
S=0.003
5LF~6"SD
S=0.003
12LF~6"SD
S=0.003
DS TO CONC
SPLASH BLOCK
(TYP)
CHRISTY V12
RIM: 99.70
INV: 98.33
CHRISTY V12
RIM: 99.65
INV: 98.38
DRAWN BY: BY DATE DESCRIPTION REVISION BLOCK
DESIGNED BY:
DATE:
SCALE:
PROJECT NO:
SHEET:
GS
DMR
10/24/2022
AS NOTED
22-021 NUMBER
CIVIL ENGINEERING
LAND PLANNING
PROJECT MANAGEMENT
CONSTRUCTION SUPPORT
QSD AND QSP SERIVCES
2905 KRISTIE COURT
SANTA CRUZ, CA 95065
TEL (831) 462-2905
www.ramseycivilengineering.com
DAVID RAMSEY DATE
RCE# 73735
APN# 249-40-002,
003 & 004
PLAN TYPE593 N. 5TH STREET 593 N. 5TH STREET, SAN JOSE, CA, 95112
DAV I D RAMS E Y
NO. C73735
R
GE I ST ERED
PROFESS IONAL
ENGI NEER
S TAT E OF CAL I FORNIA CIVI L
COMMERCIALGS 03/07/2023 ROUND 1 - COMMENTS 1 CITY OF SAN JOSE FILE #:H22-041 GS 04/24/2023 ROUND 2 - FILE NUMBER ADDED TO SHEETS 2 C3.0 GRADING & DRAINAGE PLAN GRAPHIC SCALE: 1 INCH = FEET
5' 0 5' 10'
5 HATCH LEGEND
PROPOSED STRUCTURE
(SEE ARCH DRAWINGS)
CONCRETE (VEHICULAR)
5" PCC W/#4 BARS @ 24" O.C.E.W.
OVER 6" CLASS II AB @ 95% R.C.
(SEE DTL 9, C4.0)
PROPOSED LANDSCAPE
CONCRETE (PEDESTRIAN)
4" PCC W/ #3 BARS @ 24" O.C.E.W.
OVER 6" CLASS II AB @ 95% R.C.
(SEE DTL 9, C4.0)
CONCRETE PAVERS (MATCH EXISTING)
2 SD SD SD SDSD SD
SD SD NORTH 5TH STREET
CONNECT TRASH ENCLOSURE
DRAIN TO SS SYSTEM
(E) STRUCTURE TO REMAIN
(E) PAVING AREA TO REMAIN
(E) PAVING AREA TO REMAIN
PROPOSED ROOF AREA
DRAINS TO ADJACENT
LANDSCAPE (TYP)
ROOF LINE (TYP)
(E) THRU CURB
DRAIN TO REMAIN
FL/INV 98.24
EX SDCB TO BE REPLACED
RIM 99.22
INV 98.49
AD
RIM: 99.60
INV: 98.61
AD
RIM: 99.60
INV: 98.46 (E) CONC SIDEWALK TO REMAIN
CHRISTY V12
RIM: 99.70
INV: 98.33
CHRISTY V12
RIM: 99.65
INV: 98.38
DS TO CONC
SPLASH
BLOCK (TYP)
(E) SD LINES TO
BE REMOVED
(E) SD LINE
TO REMAIN
DRAWN BY: BY DATE DESCRIPTION REVISION BLOCK
DESIGNED BY:
DATE:
SCALE:
PROJECT NO:
SHEET:
GS
DMR
10/24/2022
AS NOTED
22-021 NUMBER
CIVIL ENGINEERING
LAND PLANNING
PROJECT MANAGEMENT
CONSTRUCTION SUPPORT
QSD AND QSP SERIVCES
2905 KRISTIE COURT
SANTA CRUZ, CA 95065
TEL (831) 462-2905
www.ramseycivilengineering.com
DAVID RAMSEY DATE
RCE# 73735
APN# 249-40-002,
003 & 004
PLAN TYPE593 N. 5TH STREET 593 N. 5TH STREET, SAN JOSE, CA, 95112
DAV I D RAMS E Y
NO. C73735
R
GE I ST ERED
PROFESS IONAL
ENGI NEER
S TAT E OF CAL I FORNIA CIVI L
COMMERCIALGS 03/07/2023 ROUND 1 - COMMENTS 1 CITY OF SAN JOSE FILE #:H22-041 GS 04/24/2023 ROUND 2 - FILE NUMBER ADDED TO SHEETS 2 C5.0 STORMWATER MANAGEMENT PLAN GRAPHIC SCALE: 1 INCH = FEET
5' 0 5' 10'
5 LEGEND
PROPOSED STRUCTURE
(SEE ARCH DRAWINGS)
PROPOSED CONCRETE (VEHICULAR)
PROPOSED LANDSCAPE
PROPOSED CONCRETE (PEDESTRIAN)
PROPOSED CONCRETE PAVERS
(MATCH EXISTING)
PROJECT SITE INFORMATION:
1. SOILS TYPE: URBAN LAND - CAMPBELL COMPLEX SILTY LOAM TO
SILTY CLAY LOAM (C) - PER NRCS SOIL SURVEY
2. GROUND WATER DEPTH: >7-FT (PER NRCS SOILS SURVEY)
3. NAME OF RECEIVING BODY: GUADALUPE RIVER
4. FLOOD ZONE: D
5. FLOOD ELEVATION (IF APPLICABLE): N/A
OPERATION AND MAINTENANCE
INFORMATION:
I. PROPERTY INFORMATION:
I.A. PROPERTY ADDRESS:
593 NORHT 5TH STREET
SAN JOSE, CALIFORNIA, 95112
I.B. PROPERTY OWNER:
DR. KENNETH KAI
II. RESPONSIBLE PARTY FOR MAINTENANCE:
II.A. CONTACT:
DR. KENNETH KAI
II.B. PHONE NUMBER OF CONTACT:
408-386-3132
II.C. EMAIL:
[email protected]
II.D. ADDRESS:
250 MONTCLAIRE AVE, SUITE A
SAN JOSE, CALIFORNIA, 95116
SITE DESIGN MEASURES:
1. PROTECT EXISTING TREES, VEGETATION, AND SOIL.
2. PRESERVE NATURAL DRAINAGE PATTERNS.
3. CREATE NEW PERVIOUS AREAS:
a. LANDSCAPING
5. DIRECT RUNOFF FROM ROOFS, SIDEWALKS, PATIOS TO
LANDSCAPED AREAS.
6. CLUSTER STRUCTURES/PAVEMENT.
7. PLANT TREES ADJACENT TO AND IN PARKING AREAS AND
ADJACENT TO OTHER IMPERVIOUS AREAS.
SOURCE CONTROL MEASURES:
1. CONNECT THE FOLLOWING FEATURES TO SANITARY SEWER:
a. COVERED TRASH/ RECYCLING ENCLOSURES.
2. BENEFICIAL LANDSCAPING.
3. USE OF WATER EFFICIENT IRRIGATION SYSTEMS.
4. MAINTENANCE (PAVEMENT SWEEPING, CATCH BASIN CLEANING, GOOD HOUSEKEEPING).
5. STORM DRAIN LABELING.
DIRECTION OF SURFACE FLOW DRAINAGE
PROPOSED PROJECT AREA
IMPERVIOUS AREA BREAKDOWN
ONSITE EXISTING (SF) NEW/REPLACED
(SF)
BUILDING AREA 3,711 1,244
CONCRETE 1,730 1,069
CONCRETE PAVERS 8,782 1,188
TOTAL 14,223 3,501 SF/ 0.08 AC
2 DRAWN BY: BY DATE DESCRIPTION REVISION BLOCK
DESIGNED BY:
DATE:
SCALE:
PROJECT NO:
SHEET:
GS
DMR
10/24/2022
AS NOTED
22-021 NUMBER
CIVIL ENGINEERING
LAND PLANNING
PROJECT MANAGEMENT
CONSTRUCTION SUPPORT
QSD AND QSP SERIVCES
2905 KRISTIE COURT
SANTA CRUZ, CA 95065
TEL (831) 462-2905
www.ramseycivilengineering.com
DAVID RAMSEY DATE
RCE# 73735
APN# 249-40-002,
003 & 004
PLAN TYPE593 N. 5TH STREET 593 N. 5TH STREET, SAN JOSE, CA, 95112
DAV I D RAMS E Y
NO. C73735
R
GE I ST ERED
PROFESS IONAL
ENGI NEER
S TAT E OF CAL I FORNIA CIVI L
COMMERCIALGS 03/07/2023 ROUND 1 - COMMENTS 1 CITY OF SAN JOSE FILE #:H22-041 GS 04/24/2023 ROUND 2 - FILE NUMBER ADDED TO SHEETS 2 C4.0 DETAILS 4 3 2 1
6 5
TRENCH DETAIL
NTS
4" + 25% O.D. PIPE
(BOTH SIDES) 6"
MIN 3" AC/8"
NON-PAVED PAVED CLASS 2 AB 4"
NOTES:
1. TRENCH BEDDING AND SHADING MATERIAL SHALL BE 3/8" DIAMETER OR
GREATER CRUSHED ROCK OR WELL GRADED SAND & GRAVEL MATERIALS CONFORMING TO THE PIPE MANUFACTURER'S REQUIREMENTS. IF A SOILS REPORT DIFFERS FROM ABOVE, THE SOILS REPORT SHALL GOVERN.
2. USE 90% RELATIVE COMPACTION IF NO SOILS REPORT EXISTS. IF SOILS
REPORT EXISTS, COMPACTION REQUIREMENTS IN THE REPORT SHALL GOVERN OVER THIS DETAIL.
SEE NOTE 1 & 2 TRENCH BACKFILL SHALL BE
NATIVE SOIL WITH MINIMUM 90%
RELATIVE COMPACTION/
COMPACT UPPER 6" TO 95%
RELATIVE COMPACTION FOR HDPE PIPE IN PAVED AREAS, 1' MIN. COVER FROM SUBGRADE OR CONCRETE CAP REQUIRED FOR PVC PIPE IN PAVED AREAS, 2' MIN. COVER FROM SUBGRADE OR CONCRETE CAP REQUIRED FOR PVC PIPE IN NON-PAVED AREAS, 3' MIN. COVER FROM SUBGRADE OR CONCRETE CAP REQUIRED
VERTICAL CURB
NTS
6" 1/2"
VARIES
4"
12"
6"
1/2" R
SLOPE VARIES
(SEE GRADING PLAN)
PCC CURB
(CLASS A)
#4 REBAR TOP &
BOTTOM (3" COVER)
NOTES:
1. PROVIDE 1/2" CONSTRUCTION EXPANSION JOINTS AT 10' O.C.. INSTALL 3/8" ASPHALT IMPREGNATED FIBER ISOLATION JOINTS AT 10' O.C. AND AT ALL CURB RETURNS AND CHANGE IN DIRECTION.
2. TOP AND FRONT OF CURB AND GUTTER TO BE FINE BRUSH FINISH AFTER TROWELLING, BRUSHING TO BE PARALLEL TO LINE OF CURB.
3. SUBGRADE CONSTRUCTION AND COMPACTION SHOULD BE PERFORMED UNDER THE SUPERVISION OF A GEOTECHNICAL ENGINEER.
SECTION PER
SHEET C3.0
18" MIN
SLOPE VARIES
(SEE GRADING PLAN)
COMPACT SUBGRADE OF
CONC CURB AT 95% R.C.
SECTION VARIES
NDS 6" ROUND GRATE, BRASS
W/STYRENE COLLAR
(OR APPROVED ALTERNATE)
CRUSHED
STONE
INVERT
ELEVATION (PER
PLANS)
STORM DRAIN OUTLET
PIPE (PER PLAN)
6" SD RISER PIPE (LENGTH AS
REQUIRED) OR APPROVED ALTERNATE
NDS #101 SPEE-D BASIN (SINGLE OUTLET)
NDS #202 SPEE-D BAIN (DOUBLE OUTLET)
OR APPROVED ALTERNATE
SLOPE TO DRAIN
ROUND SPEE-D BASIN (NDS)
NTS
SLOPE TO DRAIN
NOTES:
1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
2. RISER CAN BE CUT TO ACHIEVE EXACT ELEVATION.
3. DO NOT SCALE DRAWING.
WHEEL STOPS
NTS
4'-0" 5-1/2" 2-3/4"
9"
(TYP.) #4 PIN
(2 REQD.) 12"
3"
7-1/2"
#4 REBARS
(2 REQD.)
1'-0" 2'-0"EDGE OF PAVEMENT
OR FACE OF CURB
SECTION A SECTION
A
B
TRUNCATED DOMES
NTS 0.2"
SECTION A
0.45" @ TOP
0.90" @ BASE 3'-0" MIN 2.35" APART
2.35"
APART
WIDTH OF LANDING
A
0.65"
MIN.
ACCESSIBLE PARKING STALL
NTS
ACCESSIBLE PARKING SIGNS
NTS
ACCESSIBLE PARKING SYMBOL
NTS 16'-0" MIN. 2'-0"
SEE DTL 5, THIS SHEET
(TYP)
SIDEWALK SIDEWALK 4'-0" MIN.RAMP
1:12 MAX.
RAMP
1:12 MAX.
4'-0"
12'-0" VAN
9'-0" STD.
5'-0"
MIN. 9'-0"
NO
PARKING
6" CONC. CURB FLUSH WITH
TOP OF SIDEWALK
RAMP IF NECESSARY AT SIDEWALK
DETECTABLE WARNING MAT AT
PEDESTRIAN/VEHICULAR CROSSING 2.0% MAX.
FLAT/LEVEL AREA
CONCRETE CURB OR WHEELSTOP
"NO PARKING" IN 12" WHITE LETTERS
AND LOCATED SO THAT IT IS VISIBLE
TO TRAFFIC ENFORCEMENT OFFICIALS
FLAT LOADING AREA W/ 4" WIDE
BLUE BORDER AND HATCHED LINES
AT 3'-0" O.C. MAX. OF CONTRASTING
COLOR TO THE PARKING SPACE
(BLUE OR WHITE)
VAN
ACCESSIBLE
PARKING
ONLY
MINIMUM
FINE $250
PARKING
ONLY
MINIMUM
FINE $250
POST
MOUNTED
WALL
MOUNTED
LOWEST POINT OF ADJACENT
FINISHED GRADE
12" DIA. CONCRETE BASE 1'-8" MIN. 6'-8" MIN. WALL MOUNTED 6'-8" MIN. 12"x18"x1/8" REFLECTORIZED
SIGN WITH THE "INTERNATIONAL
SYMBOL OF ACCESSIBILITY"
AND LETTERING, IN WHITE ON
DARK BLUE BACKGROUND,
SILK-SCREENED ON ALUMINUM
OR GALVANIZED METAL, TYP.
PER 2013 CBC SEC. 11B-502.6
VAN-ACCESSIBILITY VERBIAGE,
WHERE APPLICABLE
2-3/8" DIA. GALVANIZED
STEEL POST
ADJACENT WALKING SURFACE
(A) SYMBOL PROPORTIONS
(B) DISPLAY CONDITIONS18'-0" (ALIGN WITH END 0F PARKING STRIPING 3'-9" 3'-0"
NOTES:
THE SURFACE OF EACH ACCESSIBLE PARKING SPACE OR STALL SHALL HAVE A SURFACE IDENTIFICATION DUPLICATING EITHER OF THE FOLLOWING SCHEMES:
1. OUTLINING OR PAINTING THE STALL OR SPACE IN BLUE AND OUTLINING ON THE GROUND IN
THE STALL OR SPACE IN WHITE OR SUITABLE CONTRASTING COLOR A PROFILE VIEW DEPICTING A WHEELCHAIR WITH OCCUPANT; OR,
2. OUTLINING A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT IN WHITE ON BLUE BACKGROUND AND SHALL BE 36" HIGH BY 36" WIDE.
TYP. PAVEMENT SYMBOL OUTLINED IN
WHITE AND PER 2016 CBC SEC
11B-703.7.2.1 (SEE DTL 6, THIS SHEET)
BLUE
WHITE
2'-8
1 2
" 4'-5" 3'-9" 4'-5"
DETECTABLE WARNING SURFACE:
1. DETECTABLE WARNING SURFACE TILES SHALL COMPLY WITH THE DETECTIBLE WARNINGS ON WALKING SURFACES SECTION OF THE AMERICANS WITH DISABILITIES ACT (TITLE 111 REGULATIONS, 28 CFR PART 36 ADA STANDARDS FOR ACCESSIBLE DESIGN, APPENDIX A, SECTION 4.29.2 DETECTABLE WARNINGS ON WALKING SURFACES). TILES SHALL BE ARMOR-TILE MANUFACTURED BY ENGINEERED PLASTICS INC. PHONE: (800)682-2525 OR APPROVED EQUIVALENT. COLOR SHALL BE YELLOW CONFORMING TO FEDERAL COLOR NO. 33538 AND SHALL BE HOMOGENEOUS THROUGHOUT THE TILE
OR MEETING THE ADJASTING CONTRASTING COLOR REQUIREMENTS SHOULD ANOTHER COLOR BE USED. CONTRACTOR SHALL CAST THE DETECTABLE WARNING SURFACE TILES FLUSH WITH THE CONCRETE AND COORDINATE WITH THE CONCRETE INSTALLER.
NOTES:
1. ALL PANELS SHOULD BE SQUARE OR RECTANGULAR WITH A MAX. RECOMMENDED ASPECT RATIO OF 1.5:1 AND A MAX. RECOMMENDED AREA OF 50 SQUARE FEET.
2. SUBGRADE PREPARATION AND COMPACTION SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH IN THE GEOTECHNICAL REPORT.
JOINT SEALING
COMPOUND
EXPANSION
JOINT
MATERIAL CLASS 2 AB
CONC. SLAB
WALL, OR
COLUMN
ISOLATION
JOINT
ISOLATION JOINT
EXPANSION JOINT (A)
EXP. JT.
MATERIAL
1 4" CONTACT JOINT (B)
1 4"R MAX (TYP)
#4 REBAR, 7" LONG
@ 24" O.C. BLOW
CLEAN, SET BARS IN
EPOXY
4" 3" EXIST. CONC. EQ. EQ.
NEW
CONC. 1" MIN.3
8" MAX
CONTRACTION
JOINT (C)
1 4"R
MAX
(TYP)
(DEEP JOINT)
(COLD JOINT)
3 8" MAX
3 8" MAX
SCORE JOINT (D)
3 8"R
MAX
(TYP)
(DUMMY JOINT) 5" (VEHICULAR) 4" (PEDESTRIAN)72" MAX
EQ. BET. WORK LIMITS
72" MAX.
EQ. BET. WORK LIMITS
EXP. JT. (A)
SCORE
JOINT
(D) WEAKENED
PLANE
JOINT (C)
6" COMPACTED
CLASS II AB @95% R.C.
SUBGRADE UNDER
CONC. FLATWORK:
@ 90% R.C.
#4 @ 24" O.C.E.W (VEHICULAR)
#3 @ 24" O.C.E.W. (PEDESTRIAN) 1.5%
60' MAX. BET.
EXP. JOINTS (A)
1 2" MAX
4" 4"
1 4"R MAX
(TYP) #4 REBAR, 7" LONG
@ 24" O.C. BLOW
CLEAN, SET BARS
IN EPOXY
1 4" WIDTH PER PLAN, 4' MIN (D) (C) (D) (C) (D) (A) (D) (A) 12' MAX.
BET. CONT.
JTS. (C)
6'
MAX.
12' MAX.
BET. CONT.
JTS. (C)
6'
MAX. (D) (D)
(D)
(D) (C) (C)
(C)
(C) 12' MAX. BET. CONT. JTS. (C) 6' MAX.
PATIO PLAN
SIDEWALK PLAN
6" 8" MIN 3" MIN
#3 @ 12"
TURN-DOWN EDGE
#4 @ 18"
COMPACTED
OR NATIVE
SUB-BASE
TYPICAL
PANEL, SEE
NOTE 1
TYPICAL
PANEL, SEE
NOTE 1
TYPICAL SECTION
CONCRETE FLATWORK DETAIL
NTS
9 8 7
2 228-B Fern Street Santa Cruz 831 621 3926
1727 64th Street Emeryville 925 324 4247
[email protected]
www.nielsenarchitects.com
BY
01 REVISIONS Date
2 Job:
Date:
Scale:
Drawn:
Checked:
21-26
BF, GB
CN
A0.1
Plotted On: 7/11/2023
11/2/2022
AS NOTED
SITE PLAN
593
N. 5TH STREET
THE ISSUANCE OF A BUILDING
PERMIT SHALL NOT BE
CONSTRUED AS A GUARANTEE
THAT ALL CODE REQUIREMENTS
ARE REFLECTED IN THE
DOCUMENT. THE GENERAL
CONTRACTOR FOR THE PROJECT
SHALL BE ULTIMATELY
RESPONSIBLE FOR ENSURING
THAT THE FINISHED PRODUCT
COMPLIES WITH ALL
REGULATIONS, LAWS AND CODE
REQUIREMENTS.
IF THE ABOVE DIMENSION DOES NOT
MEASURE ONE INCH (1") EXACTLY,
THIS DRAWING WILL HAVE BEEN
ENLARGED OR REDUCED,
AFFECTING ALL LABELED SCALES.
1" ACTUAL
JOB NAME:
ADDRESS:
APN:
KENNETH AND TAE KAI CLIENT:
DISCRETIONARY
REVIEW ONLY 593
N. 5TH STREET, SAN
JOSE, CA 95112
249-40-002,003,004
BIMcloud: nielsen - BIMcloud as a Service/21-26 - NFS - 593 N. 5th Street/21-26 NFS 7/11/2023 1:21 PM
DISCRETIONARY
REVIEW SET
FILE NUMBER: H22-041
PLAN CHECK 3/22/23
PLAN CHECK 5/01/23
S
GUY
JP
WM
SIGN
GUY
PM
JP
PGE
GUY
SIGN
PM
5X4-TREE
12-TREE
DI
99.22 LIGHT LIGHT
ICB
HB
DBL 6-TREE
8-TREE 7-TREE
LIGHT
LIGHT
12-TREE 10-TREE
TRI 4-TREE
ICV
JP
4X8
SS CO
SS MH
100.55
SS CO
SS CO
EO
EB
LIGHT
POST
FF
100.79
9-DI
100.57
HB
SS CO
SS CO
POST
FF
100.65
FF
101.16
EO EO
FF
100.59
EO
ICB
CO
WSO
GM
NORTH FIFTH AVE
PAD
N 30°36'11" W 907.69' (N 30°36'11" W 907.72') (N 30°39' W 912.66 2 ')
BASIS OF BEARINGS
N 59°23'57" E 137.50' (N 59°23'57" E 137.50')
N 30°36'11" W 137.50' (N 30°36' W 137.50')
N 30°36'11" W 137.50' (N 30°36'11" W 137.50')
S 59°23'57" W 55.00' 228.33' - TO FOUND MONUMENT
N 59°23'57" E 137.50' (N 59°23'57" E 137.50')
CONCRETE PAVER
PARKING SURFACE
CONCRETE PAVER
PARKING SURFACE
CONC
CURB
CONC
CURB
CONCRETE SIDEWALK
CONCRETE
DRIVEWAY
CONCRETE
WALL
CONCRETE
CURB & GUTTER
CONCRETE
WALL
APN:249-40-027
ZONING: R
M- APN:249-40-028 ZONING: R
M- APN:249-40-029 ZONING: CN
SEE CIVIL DRAWINGS
SEE CIVIL DRAWINGS
WASTE MANAGEMENT
PICK UP LOCATION
0 sq ft
0 sq ft
0 sq ft
48"x 48"
1 A4.1
16'-0" 24'-1 1/2"
25'-5 1/4"
4'-0"
MIN.
4'-0"
8'-0" 8'-0"
11'-6"
12'-8"
28'-10 1/4"
9'-0"
8'-6"
10'-0"
MIN.
10'-0"
MAX.
10'-0"
MAX.
10'-0"
MAX.
18'-0" 25'-7 1/4"
3'-0"
MIN
3'-0"
MIN
1'-6"
3'-0"
MIN
51'-6 3/4"
(N) ADDITION
SETBACK
67'-6 1/2"
(N) ADDITION
SETBACK
22'-0 3/4"
23'-5 3/4"
(N) ADDITION
SETBACK
58'-2 1/2"
5'-4"
99.97'
100.07'
100.65'
99.33'
593 N. 5TH STREET
3,476 sq ft (E)
1,149 sq ft (N)
(E) CONC. CURB
(N) GATE
(N) CONC.
CURB RAMP
(N) 48" CMU WALL AND
4" ADDITION TO CONC. CURB,
REFER TO LANDSCAPE
(E) CONC. PAVERS TO
REMAIN
FOUR (N) SHORT-TERM
BICYCLE PARKING SPACES
(N) WOOD FENCE
AND GATE
(E) 32" CMU
WALL TO
REMAIN
(N) 32" CMU
WALL TO
MATCH (E)
(N) CON.
CURB
(N) CON.
CURB
(E) 32" CMU
WALL TO
REMAIN
(E) 32" CMU
WALL TO
REMAIN
(N) CONC.
PATH
(N) CONC.
PATH
MOTORCYCLE
PARKING
(N) CONC. CURB
AND LANDSCAPE
AREA
10 9 8 7 6 1
14 11 5 4 3 2
13 NO PARKING
(N) TRASH
ENCLOSURE
(N) SERVICE PAD
21 22 23 24
2X6
25 SMALL SMALL SMALL SMALL
(N) BUILDING AREA
2X6
SMALL
12 SMALL SMALL SMALL SMALL SMALL SMALL SMALL
15 16
17 18
19 20
2X6 2X6
UP
1:12 MAX
SLOPE
SMALL
(E) UTILITY
BUILDING
190 sq ft
DRIVEWAY CURB CUT
TO BLDG. ENTRANCE
(N) 40" CMU WALL AND 4" ADDITION TO
CONC. CURB, REFER TO LANDSCAPE
PROPERTY LINE
ROOF ABOVE
(E) BUILDING AREA
(N) BUILDING AREA
(E) LANDSCAPE AREA
(N) LANDSCAPE AREA
(N) CONCRETE AREA
BUILDING
AREA
PARKING
REQUIREMENT
REQUIRED PROVIDED
4625 SF 1 PER 250 SF
OF FLOOR
AREA
19 26
NOTE: PERCENTAGE OF SMALL PARKING SPACES (CONSIDERING THE NUMBER OF REQUIRED SPACES): 37%.
UP TO 40% OF THE REQUIRED PARKING SPACES ARE ALLOWED TO BE SMALL CAR SPACES PER SAN JOSE MUNICIPAL CODE SECTION 20.90.060 A.3(b).
N
1 1
1 1
1 1
1 1
1 1
1 SCALE: 1/8" = 1'-0"
1 SITE PLAN
SITE PLAN LEGEND
PARKING TABLE
SITE PLAN NOTES
1. EXISTING USE ON SITE: A-2 (RESTAURANT)
2. PROPOSED USE ON SITE: B (DENTAL OFFICE)
3. EXISTING SURROUNDING USES: B (HAIR SALON/ DANCE SCHOOL), M (RETAIL STORE), A2 (RESTAURANT), A3 (COMMUNITY HALL), AND RESIDENTIAL.
4. SEE CIVIL DRAWINGS FOR FURTHER INFORMATION
2 2
228-B Fern Street Santa Cruz 831 621 3926
1727 64th Street Emeryville 925 324 4247
[email protected]
www.nielsenarchitects.com
BY
01 REVISIONS Date
2 Job:
Date:
Scale:
Drawn:
Checked:
21-26
BF, GB
CN
A1.1
Plotted On: 7/13/2023
11/2/2022
AS NOTED
EXISTING & DEMO FIRST FLOOR PLAN
593
N. 5TH STREET
THE ISSUANCE OF A BUILDING
PERMIT SHALL NOT BE
CONSTRUED AS A GUARANTEE
THAT ALL CODE REQUIREMENTS
ARE REFLECTED IN THE
DOCUMENT. THE GENERAL
CONTRACTOR FOR THE PROJECT
SHALL BE ULTIMATELY
RESPONSIBLE FOR ENSURING
THAT THE FINISHED PRODUCT
COMPLIES WITH ALL
REGULATIONS, LAWS AND CODE
REQUIREMENTS.
IF THE ABOVE DIMENSION DOES NOT
MEASURE ONE INCH (1") EXACTLY,
THIS DRAWING WILL HAVE BEEN
ENLARGED OR REDUCED,
AFFECTING ALL LABELED SCALES.
1" ACTUAL
JOB NAME:
ADDRESS:
APN:
KENNETH AND TAE KAI CLIENT:
DISCRETIONARY
REVIEW ONLY 593
N. 5TH STREET, SAN
JOSE, CA 95112
249-40-002,003,004
BIMcloud: nielsen - BIMcloud as a Service/21-26 - NFS - 593 N. 5th Street/21-26 NFS 7/13/2023 12:07 PM
DISCRETIONARY
REVIEW SET
FILE NUMBER: H22-041
PLAN CHECK 3/22/23
PLAN CHECK 5/01/23
13" FLOOR LEVEL DOWN
8'-0" FLAT CLG.
8'-0" FLAT CLG.
8'-0" FLAT CLG.
13'-8" TOP
OF COFFER
10'-10" TOP
11'-9" CLG. PEAK OF COFFER
108" PLATE
108" PLATE
4 A2.1
2 A2.1
1 A2.1
3 A2.1
(2) 6 1/2" RISERS TYP.
(E) RAMP AND HANDRAILS
STEP DOWN
(2) RISERS
WOOD
TRUSS
ABOVE
(E) 4 X 6 POSTS (E) RAMP
02.01 02.01
02.01 02.01
02.01 02.02 02.02
02.01 02.05 02.05 02.05 02.05 02.05
(E) 6" HIGH PLATFORM
DINING 3
DINING 2
KITCHEN
VESTIBULE
ENTRY
DINING 1
BAR STORAGE
MEN'S WOMEN'S
SKULLERY KITCHEN STORAGE
WALK-IN COOLER WALK-IN FREEZER
BAR
ENTRY HALL
ICE
W.H.
TRASH ENCLOSURE
COATS
CORRDOR
COOKING
STORAGE
02.01 02.02
02.05 (E) WALL, WINDOW AND/OR DOOR TO BE REMOVED
(E) PLUMBING FIXTURES TO BE REMOVED
PORTION OF (E) WALL TO BE REMOVED FOR (N) WINDOW. SEE PROPOSED PLAN AND
ELEVATION
(E) WALLS TO BE REMOVED
(E) WALLS TO REMAIN
N
1 SCALE: 1/4" = 1'-0"
1 EXISTING & DEMO FIRST FLOOR
EXIST-DEMO FLOOR PLAN KEYNOTES
FLOOR PLAN LEGEND
FLOOR PLAN NOTES
1. EXISTING AREA: 3,476 SF
2. EXISTING WALLS: 244 LINEAR FEET
WALLS TO BE DEMOLISHED: 88 LINEAR FEET
36 % BEING DEMOLISHED <50%
2 LI
R
C
C
E
HI
NS
T
E
EC
D
T
STAT
A
E OF CALIFORNIA
CHRISTIAN M.
NIELSEN
No. C-31888
RENEWAL DATE
AUGUST 31, 2021 228-B Fern Street Santa Cruz 831 621 3926 1727 64th Street Emeryville 925 324 4247
[email protected]
www.nielsenarchitects.com
BY
01 REVISIONS Date
Job:
Date:
Scale:
Drawn:
Checked:
21-26
BF, GB
CN
A1.2
Plotted On: 3/23/2023
11/2/2022
AS NOTED
PROPOSED FIRST FLOOR PLAN
593
N. 5TH STREET
THE ISSUANCE OF A BUILDING
PERMIT SHALL NOT BE
CONSTRUED AS A GUARANTEE
THAT ALL CODE REQUIREMENTS
ARE REFLECTED IN THE
DOCUMENT. THE GENERAL
CONTRACTOR FOR THE PROJECT
SHALL BE ULTIMATELY
RESPONSIBLE FOR ENSURING
THAT THE FINISHED PRODUCT
COMPLIES WITH ALL
REGULATIONS, LAWS AND CODE
REQUIREMENTS.
IF THE ABOVE DIMENSION DOES NOT
MEASURE ONE INCH (1") EXACTLY,
THIS DRAWING WILL HAVE BEEN
ENLARGED OR REDUCED,
AFFECTING ALL LABELED SCALES.
1" ACTUAL
JOB NAME:
ADDRESS:
APN:
KENNETH AND TAE KAI CLIENT:
DISCRETIONARY
REVIEW ONLY 593
N. 5TH STREET, SAN
JOSE, CA 95112
249-40-002,003,004
BIMcloud: nielsen - BIMcloud as a Service/21-26 - NFS - 593 N. 5th Street/21-26 NFS 3/23/2023 1:07 PM
DISCRETIONARY
REVIEW SET
FILE NUMBER: H22-041
PLAN CHECK 3/22/23
09.01 22.01
(N) EXTERIOR WALL. STUCCO FINISH TO MATCH (E)
(N) PLUMBING FIXTURES
1 1
2 2
4 4
5 5
3 3
A
A
B
B
C
C
D
D
E
E
10'-3 1/2" 37'-10" 27-8"
75'-10"
7'-0" 57'-5 3/4"
64'-5 3/4"
75'-10"
7'-0" 57'-5 3/4"
64'-5 3/4"
13" FLOOR LEVEL DOWN
8'-0" FLAT CLG.
8'-0" FLAT CLG.
13'-8" TOP
OF COFFER
10'-10" TOP
11'-9" CLG. PEAK OF COFFER
108" PLATE
108" PLATE
2 A2.2
3 A2.2
1 A2.2
4 A2.2
WOOD
TRUSS
ABOVE
09.01 22.01
22.01 09.01
09.01 09.01
09.01 (E) 6" HIGH PLATFORM
BUSINESS
OFFICE
CONSULT 2
OPEN BAY
RESTROOM
STERILIZATION
LAB
RESTROOM
MECH
MEDGAS
HYG 2
HYG 3
HYG 1
TR 3
PEDO OFFICE
TR 5
CBCT
RESTROOM
ORTHO
CLEAN
PEDO
CLEAN
COMMON
SUPPLIES
RECOVERY
OFF MGR
JANITOR
LAUNDRY
TR 1 TR 2 TR 4
BREAK
OFFICE
FINANCIAL
IT
HYG 4
HYG 5
PEDO
RECORDS
CONSULT 1
OFFICE
SUPPLIES
REF
ORTHO
PEDO
WAITING
ON-DECK
TOOTHBRUSH
RECORDS
(E) WALLS TO REMAIN
(N) WALL
N
1 PROPOSED FLOOR PLAN KEYNOTES
SCALE: 1/4" = 1'-0"
1 PROPOSED FIRST FLOOR
FLOOR PLAN LEGEND
FLOOR PLAN NOTES
1. EXISTING AREA: 3,476 SF
2. PROPOSED ADDITION AREA: 1,149 SF
3. THERE WILL BE NO LEASABLE AREA IN THE BUILDING
LI
R
C
C
E
HI
NS
T
E
EC
D
T
STAT
A
E
OF
CALIFORNIA
CHRISTIAN M.
NIELSEN
No. C-31888
RENEWAL DATE
AUGUST 31, 2021 228-B Fern Street Santa Cruz 831 621 3926 1727 64th Street Emeryville 925 324 4247
[email protected]
www.nielsenarchitects.com
BY
01 REVISIONS Date
Job:
Date:
Scale:
Drawn:
Checked:
21-26
BF, GB
CN
A1.3
Plotted On:3/23/2023
11/2/2022
AS NOTED
EXISTING & DEMO ROOF PLAN
593 N. 5TH STREET
THE ISSUANCE OF A BUILDING
PERMIT SHALL NOT BE
CONSTRUED AS A GUARANTEE
THAT ALL CODE REQUIREMENTS
ARE REFLECTED IN THE
DOCUMENT. THE GENERAL
CONTRACTOR FOR THE PROJECT
SHALL BE ULTIMATELY
RESPONSIBLE FOR ENSURING
THAT THE FINISHED PRODUCT
COMPLIES WITH ALL
REGULATIONS, LAWS AND CODE
REQUIREMENTS.
IF THE ABOVE DIMENSION DOES NOT
MEASURE ONE INCH (1") EXACTLY,
THIS DRAWING WILL HAVE BEEN
ENLARGED OR REDUCED,
AFFECTING ALL LABELED SCALES.
1" ACTUAL
JOB NAME:
ADDRESS:
APN:
KENNETH AND TAE KAI CLIENT:
DISCRETIONARY
REVIEW ONLY 593 N. 5TH STREET, SAN JOSE, CA 95112 249-40-002,003,004 BIMcloud: nielsen - BIMcloud as a Service/21-26 - NFS - 593 N. 5th Street/21-26 NFS 3/23/2023 1:07 PM
DISCRETIONARY
REVIEW SET
FILE NUMBER: H22-041
PLAN CHECK3/22/23
04.01 (E) ROOF EQUIPMENT AREA TO REMAIN
(E) ROOF AREA TO REMAIN
EXTERIOR WALL OF BUILDING BELOW (E) ROOF AREA TO BE REMOVED (N) ROOF AREA
KEY NOTE (E) ROOF EQUIPMENT AREA TO BE REMOVED (N) ROOF EQUIPMENT AREA
02.03 02.06
02.07 02.08
(E) ROOF TO BE REMOVED
(E) METAL AWNING TO BE REMOVED
(E) EQUIPMENT PLATFORM TO REMAIN
(E) EQUIPMENT PLATFORM TO BE REMOVED
4 A2.1
2 A2.1
1 A2.1
3 A
2 .
1 02.06
02.07 02.07
02.07 ---
02.08 02.08
02.07 02.07
02.07 02.07 02.07 02.07
02.03. 02.07
02.08 02.08
02.07 4 1/4" : 12"
4 1/4" : 12" 4 1/4" : 12"
4 1/4" : 12" 4 1/4" : 12" 4 1/4" : 12" 4 1/4" : 12" 4 1/4" : 12" 4 1/4" : 12"
4 1/4" : 12"
N
1 ROOF PLAN LEGEND
EXIST-DEMO ROOF PLAN KEYNOTES
SCALE: 1/4" = 1'-0"
1 EXISTING & DEMO ROOF PLAN
LI
R
C
C
E
HI
NS
T
E
EC
D
T
STAT
A
E
OF
CALIFORNIA
CHRISTIAN M.
NIELSEN
No. C-31888
RENEWAL DATE
AUGUST 31, 2021 228-B Fern Street Santa Cruz 831 621 3926 1727 64th Street Emeryville 925 324 4247
[email protected]
www.nielsenarchitects.com
BY
01 REVISIONS Date
Job:
Date:
Scale:
Drawn:
Checked:
21-26
BF, GB
CN
A1.4
Plotted On:3/23/2023
11/2/2022
AS NOTED
PROPOSED ROOF PLAN
593 N. 5TH STREET
THE ISSUANCE OF A BUILDING
PERMIT SHALL NOT BE
CONSTRUED AS A GUARANTEE
THAT ALL CODE REQUIREMENTS
ARE REFLECTED IN THE
DOCUMENT. THE GENERAL
CONTRACTOR FOR THE PROJECT
SHALL BE ULTIMATELY
RESPONSIBLE FOR ENSURING
THAT THE FINISHED PRODUCT
COMPLIES WITH ALL
REGULATIONS, LAWS AND CODE
REQUIREMENTS.
IF THE ABOVE DIMENSION DOES NOT
MEASURE ONE INCH (1") EXACTLY,
THIS DRAWING WILL HAVE BEEN
ENLARGED OR REDUCED,
AFFECTING ALL LABELED SCALES.
1" ACTUAL
JOB NAME:
ADDRESS:
APN:
KENNETH AND TAE KAI CLIENT:
DISCRETIONARY
REVIEW ONLY 593 N. 5TH STREET, SAN JOSE, CA 95112 249-40-002,003,004 BIMcloud: nielsen - BIMcloud as a Service/21-26 - NFS - 593 N. 5th Street/21-26 NFS 3/23/2023 1:07 PM
DISCRETIONARY
REVIEW SET
FILE NUMBER: H22-041
PLAN CHECK3/22/23
32.01(N) ROOF TO MATCH (E). (N) SHINGLES TO MATCH (E) IN MATERIAL AND COLOR 11 22
44 55
33 AABBCCDDEE
2 A2.2
3 A2.2
1 A2.2
4 A2.2
02.07 02.07
02.07 ---
02.08 02.08
4 1/4" : 12"
2'-0"
32.01. 6(Nx8 )
6PLATFORM x8 PLATFORM
4 1/4" : 12" 4 1/4" : 12"
4 1/4" : 12" 4 1/4" : 12"
4 1/4" : 12" 4 1/4" : 12"
4 1/4" : 12"
4 1/4" : 12" 4 1/4" : 12"
4 1/4" : 12"
1/4" : 12"1/4" : 12"
1/4" : 12"
04.01 (E) ROOF EQUIPMENT AREA TO REMAIN
(E) ROOF AREA TO REMAIN
EXTERIOR WALL OF BUILDING BELOW (E) ROOF AREA TO BE REMOVED (N) ROOF AREA
KEY NOTE (E) ROOF EQUIPMENT AREA TO BE REMOVED (N) ROOF EQUIPMENT AREA N
1 PROPOSED ROOF PLAN KEYNOTES
SCALE: 1/4" = 1'-0"
1 PROPOSED ROOF PLAN
ROOF PLAN LEGEND
LI
R
C
C
E
HI
NS
T
E
EC
D
T
STAT
A
E
OF
CALIFORNIA
CHRISTIAN M.
NIELSEN
No. C-31888
RENEWAL DATE
AUGUST 31, 2021 228-B Fern Street Santa Cruz 831 621 3926 1727 64th Street Emeryville 925 324 4247
[email protected]
www.nielsenarchitects.com
BY
01 REVISIONS Date
Job:
Date:
Scale:
Drawn:
Checked:
21-26
BF, GB
CN
A2.1
Plotted On:3/23/2023
11/2/2022
AS NOTED
EXISTING & DEMO ELEVATIONS
593 N. 5TH STREET
THE ISSUANCE OF A BUILDING
PERMIT SHALL NOT BE
CONSTRUED AS A GUARANTEE
THAT ALL CODE REQUIREMENTS
ARE REFLECTED IN THE
DOCUMENT. THE GENERAL
CONTRACTOR FOR THE PROJECT
SHALL BE ULTIMATELY
RESPONSIBLE FOR ENSURING
THAT THE FINISHED PRODUCT
COMPLIES WITH ALL
REGULATIONS, LAWS AND CODE
REQUIREMENTS.
IF THE ABOVE DIMENSION DOES NOT
MEASURE ONE INCH (1") EXACTLY,
THIS DRAWING WILL HAVE BEEN
ENLARGED OR REDUCED,
AFFECTING ALL LABELED SCALES.
1" ACTUAL
JOB NAME:
ADDRESS:
APN:
KENNETH AND TAE KAI CLIENT:
DISCRETIONARY
REVIEW ONLY 593 N. 5TH STREET, SAN JOSE, CA 95112 249-40-002,003,004 BIMcloud: nielsen - BIMcloud as a Service/21-26 - NFS - 593 N. 5th Street/21-26 NFS 3/23/2023 1:07 PM
DISCRETIONARY
REVIEW SET
FILE NUMBER: H22-041
PLAN CHECK3/22/23
±0"
FIRST FLOOR
16'-11 1/2"
TOP OF ROOF
13'-11"
8'-10 3/4"
02.01. 02.03.
02.06 02.09
±0"
FIRST FLOOR
13'-5 1/2"
16'-11 1/2"
TOP OF ROOF
8'-10 3/4"
02.03 02.01.
02.03 02.09
±0"
FIRST FLOOR
16'-11 1/2"
TOP OF ROOF
8'-10 3/4"
02.05 02.05 02.05 02.05 02.05
02.06 02.07
02.07 ±0"
FIRST FLOOR
16'-11 1/2"
TOP OF ROOF
13'-5 1/2"
8'-10 3/4"
02.03. 02.01.
02.06 02.01
02.03 02.05
02.06 02.07
02.09 (E) WALL, WINDOW AND/OR DOOR TO BE REMOVED
(E) ROOF TO BE REMOVED
PORTION OF (E) WALL TO BE REMOVED FOR (N) WINDOW. SEE PROPOSED PLAN AND
ELEVATION (E) METAL AWNING TO BE REMOVED (E) EQUIPMENT PLATFORM TO REMAIN (E) EXPOSED BEAM TO BE REMOVED +10'-2"
T.O.PLATE
02.01 DATUM AND HEIGHT OF STRUCTURE
KEYNOTE
1 SCALE: 1/4" = 1'-0"
1 EXISTING & DEMO EAST ELEVATION
SCALE: 1/4" = 1'-0"
2 EXISTING & DEMO WEST ELEVATION
SCALE: 1/4" = 1'-0"
3 EXISTING & DEMO NORTH ELEVATION
SCALE: 1/4" = 1'-0"
4 EXISTING & DEMO SOUTH ELEVATION
EXIST-DEMO ELEVATION KEYNOTES
ELEVATION LEGEND
LI
R
C
C
E
HI
NS
T
E
EC
D
T
STAT
A
E
OF
CALIFORNIA
CHRISTIAN M.
NIELSEN
No. C-31888
RENEWAL DATE
AUGUST 31, 2021 228-B Fern Street Santa Cruz 831 621 3926 1727 64th Street Emeryville 925 324 4247
[email protected]
www.nielsenarchitects.com
BY
01 REVISIONS Date
Job:
Date:
Scale:
Drawn:
Checked:
21-26
BF, GB
CN
A2.2
Plotted On:3/23/2023
11/2/2022
AS NOTED
PROPOSED ELEVATIONS
593 N. 5TH STREET
THE ISSUANCE OF A BUILDING
PERMIT SHALL NOT BE
CONSTRUED AS A GUARANTEE
THAT ALL CODE REQUIREMENTS
ARE REFLECTED IN THE
DOCUMENT. THE GENERAL
CONTRACTOR FOR THE PROJECT
SHALL BE ULTIMATELY
RESPONSIBLE FOR ENSURING
THAT THE FINISHED PRODUCT
COMPLIES WITH ALL
REGULATIONS, LAWS AND CODE
REQUIREMENTS.
IF THE ABOVE DIMENSION DOES NOT
MEASURE ONE INCH (1") EXACTLY,
THIS DRAWING WILL HAVE BEEN
ENLARGED OR REDUCED,
AFFECTING ALL LABELED SCALES.
1" ACTUAL
JOB NAME:
ADDRESS:
APN:
KENNETH AND TAE KAI CLIENT:
DISCRETIONARY
REVIEW ONLY 593 N. 5TH STREET, SAN JOSE, CA 95112 249-40-002,003,004 BIMcloud: nielsen - BIMcloud as a Service/21-26 - NFS - 593 N. 5th Street/21-26 NFS 3/23/2023 1:07 PM
DISCRETIONARY
REVIEW SET
FILE NUMBER: H22-041
PLAN CHECK3/22/23
±0"
FIRST FLOOR
16'-11 1/2"
TOP OF ROOF
8'-10 3/4"
09.01. 32.01.
08.01 08.01 08.01 08.01
08.01 08.01
10.01 EX-3
EX-1 EX-1
EX-2
EX-3
EX-4
EX-4
EX-5
EX-5
EX-5 EX
-5
±0"
FIRST FLOOR
13'-5 1/2"
16'-11 1/2"
TOP OF ROOF
8'-10 3/4"
09.01. 32.01.
08.01 08.01
08.01 08.01 08.01
EX-3
EX-3
EX-3
EX-1
EX-2
EX-1
EX-4
EX-4
EX-4
EX-5 EX-5
EX-5
±0"
FIRST FLOOR
16'-11 1/2"
TOP OF ROOF
8'-10 3/4"
08.01 08.01 08.01 08.01 08.01
EX-2
EX-3
EX-4
EX-4
EX-5 EX
-5 EX
-5 EX-5 EX-5
±0"
FIRST FLOOR
16'-11 1/2"
TOP OF ROOF
8'-10 3/4"
09.01. 32.01.
08.01 08.01
08.01. EX-2 EX-2
EX-3 EX-3
EX-1
EX-5 EX
-5
08.01 09.01
10.01 32.01
(N) DOOR/ WINDOW
(N) EXTERIOR WALL. STUCCO FINISH TO MATCH (E)
(N) LOCATION OF BUILDING ADDRESS
(N) ROOF TO MATCH (E). (N) SHINGLES TO MATCH (E) IN MATERIAL AND COLOR +10'-2"
T.O.PLATE
02.01 DATUM AND HEIGHT OF STRUCTURE
KEYNOTE
EX-1 EXTERIOR MATERIAL TAG, SEE EXTERIOR FINISHES SCHEDULE, SHEET A2.2 1 1
1 1
SCALE: 1/4" = 1'-0"
1 PROPOSED EAST ELEVATION
SCALE: 1/4" = 1'-0"
2 PROPOSED WEST ELEVATION
SCALE: 1/4" = 1'-0"
3 PROPOSED NORTH ELEVATION
SCALE: 1/4" = 1'-0"
4 PROPOSED SOUTH ELEVATION
PROPOSED ELEVATION KEYNOTES
ELEVATION LEGEND
EXTERIOR FINISHES SCHEDULE
CALCULATION OF TRANSPARENCY 1. EXTERIOR FINISH COLORS
EXT-1: SIDING PAINTED OFF-WHITE
EXT-2: STUCCO PAINTED OFF-WHITE
EXT-3: ROOF MATERIAL, SHINGLES TO MATCH (E) IN MATERIAL AND COLOR EXT-4: ROOF EQUIPMENT SCREENING TO MATCH (E) IN MATERIAL AND COLOR EXT-5: BLACK WINDOWS TO MATCH (E)
1. EAST ELEVATION
PERCENTAGE OF TRANSPARENCY IS 33%. THE PERCENTAGE OF TRANSPERANCY IS LESS THAN 70%
SINCE THE DESIGN INTENT WAS TO MAINTAIN THE CHARACTHER OF THE EXISTING BUILDING AS
WELL AS ENSURE THE APPROPRIATE LIGHT FOR THE PROPOSED USE IN THE INTERIOR ROOMS (DENTAL OFFICE SPACES) LI
R
C
C
E
HI
NS
T
E
EC
D
T
STAT
A
E
OF
CALIFORNIA
CHRISTIAN M.
NIELSEN
No. C-31888
RENEWAL DATE
AUGUST 31, 2021 228-B Fern Street Santa Cruz 831 621 3926 1727 64th Street Emeryville 925 324 4247
[email protected]
www.nielsenarchitects.com
BY
01 REVISIONS Date
Job:
Date:
Scale:
Drawn:
Checked:
21-26
BF, GB
CN
A4.1
Plotted On:3/23/2023
11/2/2022
AS NOTED
TRASH ENCLOSURE ENLARGED PLAN AND ELEVATIONS
593 N. 5TH STREET
THE ISSUANCE OF A BUILDING
PERMIT SHALL NOT BE
CONSTRUED AS A GUARANTEE
THAT ALL CODE REQUIREMENTS
ARE REFLECTED IN THE
DOCUMENT. THE GENERAL
CONTRACTOR FOR THE PROJECT
SHALL BE ULTIMATELY
RESPONSIBLE FOR ENSURING
THAT THE FINISHED PRODUCT
COMPLIES WITH ALL
REGULATIONS, LAWS AND CODE
REQUIREMENTS.
IF THE ABOVE DIMENSION DOES NOT
MEASURE ONE INCH (1") EXACTLY,
THIS DRAWING WILL HAVE BEEN
ENLARGED OR REDUCED,
AFFECTING ALL LABELED SCALES.
1" ACTUAL
JOB NAME:
ADDRESS:
APN:
KENNETH AND TAE KAI CLIENT:
DISCRETIONARY
REVIEW ONLY 593 N. 5TH STREET, SAN JOSE, CA 95112 249-40-002,003,004 BIMcloud: nielsen - BIMcloud as a Service/21-26 - NFS - 593 N. 5th Street/21-26 NFS 3/23/2023 1:07 PM
DISCRETIONARY
REVIEW SET
FILE NUMBER: H22-041
PLAN CHECK3/22/23
S 4X
8 SS CO
SS CO
CONC
CURB
3% MIN. 8'-0" 8'-0"
11'-6" 3A4.1 2A4.1
4 A4.1
(N) TRASH
ENCLOSURE
(N) SERVICE PAD
6"
METAL ROOFING
STEEL GATE
STEEL BEAM
BELOW GRADE
CONCRETE SLAB 9'-0"
6'-0"
METAL ROOFING
STEEL COLUMN
BELOW GRADE
CONCRETE SLAB
PEDESTRIAN
ACCESS
6'-0" 6"
METAL ROOFING
STEEL COLUMN
BELOW GRADE
CONCRETE SLAB
1 SCALE: 1/4" = 1'-0"
1 TRASH ENCLOSURE ENLARGED PLAN
SCALE: 1/4" = 1'-0"
2 FRONT ELEVATION
SCALE: 1/4" = 1'-0"
4 RIGHT SIDE ELEVATION
SCALE: 1/4" = 1'-0"
3 REAR ELEVATION
LI
R
C
C
E
HI
NS
T
E
EC
D
T
STAT
A
E
OF
CALIFORNIA
CHRISTIAN M.
NIELSEN
No. C-31888
RENEWAL DATE
AUGUST 31, 2021 228-B Fern Street Santa Cruz 831 621 3926 1727 64th Street Emeryville 925 324 4247
[email protected]
www.nielsenarchitects.com
BY
01 REVISIONS Date
Job:
Date:
Scale:
Drawn:
Checked:
21-26
BF, GB
CN
A7.1
Plotted On:3/23/2023
11/2/2022
AS NOTED
PERSPECTIVE VIEWS
593 N. 5TH STREET
THE ISSUANCE OF A BUILDING
PERMIT SHALL NOT BE
CONSTRUED AS A GUARANTEE
THAT ALL CODE REQUIREMENTS
ARE REFLECTED IN THE
DOCUMENT. THE GENERAL
CONTRACTOR FOR THE PROJECT
SHALL BE ULTIMATELY
RESPONSIBLE FOR ENSURING
THAT THE FINISHED PRODUCT
COMPLIES WITH ALL
REGULATIONS, LAWS AND CODE
REQUIREMENTS.
IF THE ABOVE DIMENSION DOES NOT
MEASURE ONE INCH (1") EXACTLY,
THIS DRAWING WILL HAVE BEEN
ENLARGED OR REDUCED,
AFFECTING ALL LABELED SCALES.
1" ACTUAL
JOB NAME:
ADDRESS:
APN:
KENNETH AND TAE KAI CLIENT:
DISCRETIONARY
REVIEW ONLY 593 N. 5TH STREET, SAN JOSE, CA 95112 249-40-002,003,004 BIMcloud: nielsen - BIMcloud as a Service/21-26 - NFS - 593 N. 5th Street/21-26 NFS 3/23/2023 1:07 PM
DISCRETIONARY
REVIEW SET
FILE NUMBER: H22-041
PLAN CHECK3/22/23
1 SCALE: 1:71.47
1 PROPOSED PERSPECTIVE VIEW-1
SCALE: 1:55.18
2 PROPOSED PERSPECTIVE VIEW-2
2 2
2 CALCULATION OF SHADE AREA:
PARKING AREA: 3726 SQFT
TREE SHADED AREA: 2412 SQFT
PERCENTAGE: 64.73%
2 2
2 2
2 File: #H22-041 2
2