HomeMy WebLinkAbout2744 Summit Dr - Plans2744 SUMMIT DRIVE
B U RLI N GAME, CA 94010
PARCEL NO: 027221190
REFERENCE SYMBOLS
I
101
SITE SECTION
SHEET MATCH/CONTINUATION LINE
- — — -104- — — - PROPOSED CONTOUR LINE
0_�
DESCRIPTION REFERENCE
.:. .......
<> 2r
:'";: ' LIMIT OF WORK
- . ` : EXISTING CONTOUR LINE
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DATUM REFERENCE
— — PROPERTY AND BOUNDARY LINES
ammmmomm LIMIT OF ADDITIVE ALTERNATE WORK
Al
REVISION REFERENCE
-- - - - - CENTER LINES
- �� W. - -- " HIDDEN LINE
(9
NORTH ARROW
BRE,AKLrrE
GENERAL ABBREVIATIONS
4 AND
CMU
CONCRETE MASONRY UNIT
FG
FINISH GRADE ELEVATION -
N IC
NOT IN CONTRACT
SPECS
SPECIFICATIONS
SOFTSCAPE
1@ AT
CSDG
CEMENT STABILIZED
FL
FLOW LINE
NOM
NOMINAL
SS
SANITARY SEWER
DECOMPOSED GRANITE
AC ASPHALT
CTSK
COUNTER SUNK
FLG
FLANGED
NITS
NOT TO SCALE
SSMH
SANITARY SEWER
MANHOLE
ACC ACCESSIBLE
DEPT
DEPARTMENT
FS
FINISH SURFACE ELEVATION -
OC
ON CENTER
STA
STATION POINT
ADJ
ADJUSTABLE
DF
DRINKING FOUNTAIN
AFF
ABOVE FINISH FLOOR
DG
DECOMPOSED GRANITE
ALT
ALTERNATE
D IA
DIAMETER
AG
AGGREGATE
DIM
D IMENS ION
APPROX
APPROXIMATE
DS
DOWN SPOUT
ARCH
ARCHITECTURAL
DWG
DRAWING
BC
BOTTOM OF CURB
EA
EACH
BLDG
BUILDING
(E)
EXISTING
BOC
BACK OF CURB
EC
ELECTRICAL CONDUCTOR
BOW
BACK OF WALK
EG
EXISTING GRADE
BW
BASE OF WALL
EJ
EXPANSION JOINT
CB
CATCH BASIN
ELEV
ELEVATION
CIP
CAST IN PLACE
EP
EDGE OF PAVING
CJ
CONTROL JOINT
EQ
EQUAL
CL
CENTERLINE
EXP
EXPOSED
CLR
CLEAR
FOB
FACE OF BUILDING
CO
CLEAN OUT
FOC
FACE OF CURB
CONC
CONCRETE
FD
FLOOR DRAIN
CONT
CONTINUOUS
FFE
FINISH FLOOR ELEVATION
GENERAL NOTES
HARDSCAPE
FTG
FOOTING
OD
OUTSIDE DIAMETER
SIUL
STATIC WATER LEVEL
GALV
GALVANIZED
PA
PLANT AREA
TBR
TO BE REMOVED
GB
GRADE BREAK
PC
PLUMBING CONTRACTOR
TC
TOP OF CURB
HD
HOT DIPPED
POB
POINT OF BEG INN ING
TFTG
TOP OF FOOTING
HDR
HEADER
POC
POINT OF CONNECTION
THK
THICK
HOR
HORIZONTAL
POT
POINT OF TANGENCY
TP
TOP OF PAVING
HP
HIGH POINT
PNT
POINT
TS
TOP OF STEP
INV
INVERT ELEVATION
PT
PRESSURE TREATED
TRANS
TRANSFORMER
IRRIG
IRRIGATION
R
RADIUS
TW
TOP OF WALL
JB
JUNCTION BOX
RDWD
REDWOOD
TYP
TYPICAL
LA
LANDSCAPE ARCH ITECT
REBAR
REINFORCEMENT BAR
UON
UNLESS OTHERWISE NOTED
LF
LINEAR FEET
REQ'D
REQUIRED
VERT
VERTICAL
MAX
MAXIMUM
RIM
RIM ELEVATION
W/
WITH
MB
MACHINE BOLT
RO
ROUGH
WC
WATER CLOSET
MC
MECHANICAL CONTRACTOR
RP
RADIUS POINT
WP
WEAKEND PLANE JOINT
MFG
MANUFACTURER
S/S
STAINLESS STEEL
WWM
WELDED WIRE MESH
MIN
MINIMUM
SCH
80-4EDULE
MTL
METAL
Sim
SIMILAR
(N)
NEW
SF
SQUARE FOOT
1, DESIGN INTENT- THESE DRAWINGS AND/OR ACCOMPANYING TECHNICAL SPECIFICATIONS REPRESENT THE GENERAL DESIGN INTENT TO BE IMPLEMENTED ON THE SITE THE
CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE ARCHITECT FOR ANY ADDITIONAL CLARIFICATION OR DETAILS NECESSARY TO ACCOMMODATE SITE COND IT IONS_
2, CONTRACTOR SHALL INFORM THEMSELVES OF, AND FULLY ADHERE TO THE ZONING AND ORDINANCE REGULATIONS OF THE CITY AND/OR COUNTY WHERE THE PROJECT IS
LOCATED, THE RULES, REGULATIONS AND REQUIREMENTS OF ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK, AND ALL FEDERAL AND STATE LAWS, CODES
OR REGULATIONS REGARDING CONSTRUCTION ACTIVITY-
3- CONTRACTOR SHALL INVESTIGATE AND PROCURE, AT THEIR EXPENSE, ANY AND ALL PERMITS THAT MAY BE REQUIRED ON PROJECT, PRIOR TO BIDDING, THE CONTRACTOR
SHALL VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH THE EX IST ING SITE COND IT IONS,
4_ CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNERS REPRESENTATIVE IF DISCREPANCY IS SUSPECTED BETWEEN THE SITE AND WHAT IS CONTAINED IN THE CONTRACT
DOCUMENTS_ NO ALLOWANCES WILL BE MADE TO THE CONTRACTOR DUE TO THEIR LACK OF FAMILIARITY WITH THE SITE COND IT IONS_ CONTRACTOR SHALL CALL OUT
'USA" -UNDERGROUND SERVICE ALERT (800-642-2444) AND HAVE USA THOROUGHLY MARK OUT ALL PUBLIC UTILITIES ON, OR ADJACENT TO THE SITE PRIOR TO ANY DEMOLITION OR
EXCAVATION WORK. CONTRACTOR SHALL RECORD OR MAINTAIN USA MARKINGS IN LEGIBLE AND ACCESSIBLE FORM FOR DURATION OF PROJECT_
5_ CONTRACTOR SHALL AT ALL TIMES PROVIDE NOISE, DUST AND LITTER CONTROL ON THE PROJECT IN ACCORDANCE WITH GOVERNING AGENCIES OR DOCUMENTS LISTED ABOVE
AND PER THE DISCRETION OF THE OWNERS REPRESENTATIVE.
(o_ CONTRACTOR SHALL INSURE PROPER POSITIVE DRAINAGE TO EXISTING DRAINAGE STRUCTURES AT ALL TIMES, IF OPERATION OF ANY EXISTING DRAINAGE STRUCTURE OR UTILITY
IS INTERRUPTED BY THE CONTRACTORS WORK, CONTRACTOR MUST HAVE ACCEPTABLE ALTERNATE METHODS IN PLACE PRIOR TO INTERRUPTION, THE OWNERS REPRESENTATIVE
SHALL DETERMINE THE ACCEPTABILITY OF SUCH ALTERNATE METHODS.
7_ CONTRACTOR SHALL PROVIDE AND MAINTAIN ERGS ION CONTROL MEASURES IN CONFORMANCE WITH STANDARD CONSTRUCTION PRACTICES AS REQU (RED TO PROTECT THE
PROJECT AND/OR ADJACENT PROPERTIES FROM DAMAGES DUE TO NATURAL OR MAN-MADE EROSIVE FORCES,
8_ CONTRACTOR IS RESPONSIBLE FOR REPAIRING OR REPLACING DAMAGES OR DAMAGED AREAS TO AN AS-UAS OR BETTER CONDITION IF IT CAN BE REASONABLY CONSTRUED
THAT SUCH DAMAGES WERE DUE TO THE CONTRACTORS CONSTRUCTION ACTIVITY OR LACK OF AMPLE PROTECTIVE MEASURES. REPAIRS SHALL BE MADE SUBJECT TO THE
D ISCRET ION OF THE OWNERS REPRESENTATIVE.
9_ UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL CERTIFY THAT ALL WORK HAS BEEN INSTALLED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. ALL VARIATIONS
FROM THE DOCUMENTS MUST BE PRESENTED TO THE OWNERS REPRESENTATIVE ACCURATELY AND/OR GRAPHICALLY ON RECORD DRAWINGS PRIOR TO FINAL ACCEPTANCE.
10_ CONTRACTOR SHALL DILIGENTLY PROTECT THE PROJECT SITE AND ALL CONSTRUCTION MATERIALS FROM VANDALISM OR DAMAGE UNTIL PROJECT FINAL ACCEPTANCE_
II_ CONTRACTOR SHALL PROVIDE DRINKING WATER AND PORTABLE REST ROOM FACILITIES FOR WORKER USE DURING CONSTRUCTION AT CONTRACTORS EXPENSE_
PROJECT DESIGN TEAM:
LANDSCAPE ARCHITECT
SSA LANDSCAPE ARCHITECTS INC.
CONTACT-- STEEE SUTWERLAND, PRINCIPA_
303 POTRERO STE 40-C
SANTA CRUZ, CA 915060
PHONE- (830 459 - 0455
STRUCTURAL ENGINEER
DONALD C. URFER t ASSOCIATES, INC-
CONTACT: SCOTT HAGGBLADE
275 PORTER STREET
SOGL1, CA %073
PHONE- (830 476-3681
AREA MAP PROJECT MAP
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2744 SUMMIT
DRIVE
SHEET INDEX APPLICABLE CODES
COVER
COVER SHEET
L-1.0
OVERALL SITE PLAN
L-1.1
TRELLIS PLANS
L-12
TRELLIS 'A' PLANS
L-1-3
TRELLIS 'B' PLANS
L-2,0
EXISTING UPPER LEVEL FLOOR PLAN
L-2_I
EXISTING ENTRY LEVEL FLOOR PLAN
L-22 —EXISTING
BUILDING ELEVATIONS
L 2-3
EXISTING BUILDING ELEVATIONS
11 X 17 SHEET —NEIGHBORHOOD PHOTOS
CONSTRUCTION HOURS
NO PERSON SHALL ERECT (INCLUDING EXCAVATION AND
GRADING), DEMOLISH, ALTER OR REPAIR ANY BUILDING
OR STRUCTURE OTHER THAN BETWEEN THE HOURS OF
7-00 A_M_ AND 7-00 P.M_ ON WEEKDAYS, 9-00 A_M_
AND &00 P-M. ON SATURDAYS, AND 10=00 A_M_ AND
(o=00 P-M, ON SUNDAYS AND HOLIDAYS, EXCEPT IN THE
CASE OF URGENT NECESSITY IN THE INTEREST OF
PUBLIC HEALTH AND SAFETY, AND THEN ONLY WITH
WRITTEN APPROVAL FROM THE BUILDING OFFICIAL, FOR
WHICH APPROVAL SHALL BE GRANTED FOR A PERIOD
OF NOT TO EXCEED THREE DAYS_ FOR THE PURPOSES
OF THIS SECTION, HOLIDAYS ARE THE DAYS SET FORTH
IN SECTION 13-04_100 OF THE BURL INGAME MUNICIPAL
CODE_
SANDBLASTING OR SIMILAR EXTERNAL BUILDING CLEANING
SHALL BE LIMITED TO 8=00 A_M_ TO 5:00 P.M. MONDAY
THROUGH FRIDAY, AND PROHIBITED ON HOLIDAYS ON
SUCH DAYS_
2010 BUILDING STANDARDS ADM IN ISTRAT 1V= -ODE, PART 1, TITLE 24 G.G.R
2010 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 CZ,R
2010 CALIFORNIA ELECTRICAL CODE (CEC), FART 3, TITLE 24
2010 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C_R.
2010 CALIFORNIA PLUMBING CODE (CPC), FART 5, TITLE 24 CZR,
2010 CALIFORNIA FIRE CODE (CFC), PART 9, TITLE 24, C,C_R
2010 CALIFORNIA REFERENCED STANDARDS CODE, PART 12, TITLE 24, Cr-_R.
TITLE 19, C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS
2002 NFPA 72 - NATIONAL FIRE ALARM CODE WITH CALIFORNIA AMENDMENTS
LANDSCAPE
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303 Potrero St Ste 40-C
Santa Cruz, CA 95060-2778
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AGENCY APPROVAL
REVISIONS
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NO, DATE PURPOSE
SEP 14 2011
DRAWN BY 1' B
CHECKED - SS
SCALES „ 1 4" = l t-ofl
DATE 9, 12. 2011
JOB 09000900
EXISTING
BUILDING ELEVATIONS
SHEET
L=293