CITY OF BERKELEY · the contractor agrees that對 in accordance with generally accepted...
8
G:\OK12\0019\Site\Package 2 - Accessible Gangway\Pk. 2 - GI-001.dwg, Plotted: Jul 24, 2019 - 10:26am CITY OF BERKELEY ABBREVIATIONS VICINITY MAP LOCATION MAP LEGEND SHEET INDEX N N SOUTH COVE ADA ACCESSIBLE GANGWAY PROJECT BERKELEY MARINA SYMBOL (E) DESCRIPTION AREA PROJECT LOCATION PROJECT SYMBOL (N) SHEET NO. DRAWING NO. DESCRIPTION
CITY OF BERKELEY · the contractor agrees that對 in accordance with generally accepted construction the contractor agrees that in accordance with generally accepted constructi\൏n
2000 CENTER STREET SUITE 303 BERKELEY, CA 94704 PHONE: (510) 835-2761 FAX: (510) 842-1579
AutoCAD SHX Text
V
AutoCAD SHX Text
No. C60334
AutoCAD SHX Text
E
AutoCAD SHX Text
Exp. 6/30/20
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
G
AutoCAD SHX Text
E
AutoCAD SHX Text
I
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
P
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
A
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
L
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
I
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
L
AutoCAD SHX Text
O
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
02/27/17
AutoCAD SHX Text
NTS
AutoCAD SHX Text
NTS
AutoCAD SHX Text
WM
AutoCAD SHX Text
GI-001TITLE SHEET TITLE SHEET GI-002OVERALL SITE AND GENERAL NOTES OVERALL SITE AND GENERAL NOTES CS-101SITE PLAN SITE PLAN CS-501GANGWAY FLOAT DETAILS GANGWAY FLOAT DETAILS CS-502GANGWAY DETAILS GANGWAY DETAILS CS-503ABUTMENT DETAILS ABUTMENT DETAILS CS-504CIVIL DETAILS CIVIL DETAILS CS-505CIVIL DETAILSCIVIL DETAILS
AutoCAD SHX Text
ACASPHALT CONCRETE ASPHALT CONCRETE ABAGGREGATE BASE AGGREGATE BASE AGGAGGREGATE AGGREGATE BEGBEGIN BEGIN BCBEGIN CURVE BEGIN CURVE BCRBEGIN CURB RETURN BEGIN CURB RETURN BFPBACK FLOW PREVENTER BACK FLOW PREVENTER BSWBACK OF SIDEWALK BACK OF SIDEWALK / CLCENTERLINE CENTERLINE CONSTCONSTRUCT CONSTRUCT C&GCURB AND GUTTER CURB AND GUTTER C,G&SWCURB, GUTTER & SIDEWALK CURB, GUTTER & SIDEWALK CBCATCH BASIN CATCH BASIN COCLEAN OUT CLEAN OUT CONTCONTINUOUS CONTINUOUS CPCATHODIC PROTECTION HANDHOLE CATHODIC PROTECTION HANDHOLE CRCURB RETURN / CURB RAMP CURB RETURN / CURB RAMP DETDETAIL DETAIL DH DETECTOR HAND HOLE DETECTOR HAND HOLE DIADIAMETER DIAMETER DLCDETECTOR LEAD CABLE DETECTOR LEAD CABLE DWYDRIVEWAY DRIVEWAY EELECTRICAL ELECTRICAL EC END OF CURVE END OF CURVE ECREND OF CURB RETURN END OF CURB RETURN EGEXISTING GRADE EXISTING GRADE ELEVELEVATION ELEVATION EP EDGE OF PAVEMENT EDGE OF PAVEMENT EXEXISTING EXISTING (E) EXISTING EXISTING FCFACE OF CURB FACE OF CURB FGFINISH GRADE FINISH GRADE FH FIRE HYDRANT FIRE HYDRANT FLFLOW LINE FLOW LINE FODFACE OF DIKE FACE OF DIKE FTGFOOTING FOOTING GALVGALVANIZED GALVANIZED GGAS GAS GBGRADE BREAK GRADE BREAK GMGAS METER GAS METER HCHANDICAPPED HANDICAPPED HDPEHIGH DENSITY POLYETHYLENE HIGH DENSITY POLYETHYLENE HORIZHORIZONTAL HORIZONTAL IDINNER DIAMETER INNER DIAMETER INVINVERT INVERT IPIRON PIPE IRON PIPE JTJOINT TRENCH JOINT TRENCH LTLEFT LEFT LFLINEAR FEET LINEAR FEET LIP LIP OF GUTTER LIP OF GUTTER MAXMAXIMUM MAXIMUM MBGRMETAL BEAM GUARD RAIL METAL BEAM GUARD RAIL MINMINIMUM MINIMUM MHMANHOLE MANHOLE MODMODIFIED MODIFIED MONSURVEY MONUMENT SURVEY MONUMENT (N) NEW NEW NTSNOT TO SCALE NOT TO SCALE NO.NUMBER NUMBER OCON CENTER ON CENTER ODOUTER DIAMETER OUTER DIAMETER PC POINT OF CURVE POINT OF CURVE PCCPORTLAND CEMENT CONCRETE PORTLAND CEMENT CONCRETE POINT OF COMPOUND CURVE PERFPERFORATED PERFORATED PGPROFILE GRADE PROFILE GRADE PPPERFORATED PIPE PERFORATED PIPE POWER POLE PRCPOINT OF REVERSE CURVE POINT OF REVERSE CURVE PROPPROPOSED PROPOSED PTPOINT OF TANGENT POINT OF TANGENT PVCPOLYVINYL CHLORIDE POLYVINYL CHLORIDE PVMTPAVEMENT PAVEMENT RRADIUS RADIUS RAD PTRADIUS POINT RADIUS POINT RCPREINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE RC&G ROLLED CURB AND GUTTER ROLLED CURB AND GUTTER R&R REMOVE AND REPLACE REMOVE AND REPLACE REINFREINFORCED REINFORCED RTRIGHT RIGHT R/WRIGHT OF WAY RIGHT OF WAY SSLOPE SLOPE SDSTORM DRAIN STORM DRAIN SFSQUARE FOOT SQUARE FOOT SLSTATION LINE STATION LINE STDSTANDARD STANDARD SSSANITARY SEWER SANITARY SEWER SWSIDEWALK SIDEWALK SVCSERVICE SERVICE TTOTAL TOTAL T&BTOP AND BOTTOM TOP AND BOTTOM TCTOP OF CURB TOP OF CURB TFODTOP FACE OF DIKE TOP FACE OF DIKE TGTOP OF GRATE TOP OF GRATE TPTOP OF PAVEMENT TOP OF PAVEMENT TSTRAFFIC SIGNAL TRAFFIC SIGNAL TVTELEVISION CABLE TELEVISION CABLE TYPTYPICAL TYPICAL UONUNLESS OTHERWISE NOTED UNLESS OTHERWISE NOTED VARVARIES VARIES VERTVERTICAL VERTICAL VGVALLEY GUTTER VALLEY GUTTER WMWATER MAIN WATER MAIN
AutoCAD SHX Text
SS
AutoCAD SHX Text
San Francisco
AutoCAD SHX Text
Oakland
AutoCAD SHX Text
Berkeley
AutoCAD SHX Text
University Ave
AutoCAD SHX Text
Seawall Dr
AutoCAD SHX Text
Marina Blvd
AutoCAD SHX Text
Virginia Street Extension
AutoCAD SHX Text
University Ave
AutoCAD SHX Text
Hearst Ave
AutoCAD SHX Text
Delaware St
AutoCAD SHX Text
TITLE SHEET
AutoCAD SHX Text
x
AutoCAD SHX Text
x
AutoCAD SHX Text
CO
AutoCAD SHX Text
W
AutoCAD SHX Text
SD
AutoCAD SHX Text
SD
AutoCAD SHX Text
SS
AutoCAD SHX Text
GI-001
AutoCAD SHX Text
JJH
AutoCAD SHX Text
KMW
AutoCAD SHX Text
JDV
AutoCAD SHX Text
1
AutoCAD SHX Text
N/A
AutoCAD SHX Text
N/A
AutoCAD SHX Text
PERFORATED PIPE STORM DRAIN ELECTRIC SANITARY SEWER WATER FENCE IRRIGATION PIPE PROJECT LIMIT LINE FIBER ROLL STORM DRAIN MANHOLE SANITARY SEWER MANHOLE WATER METER STORM DRAIN INLET CLEANOUT STREET LIGHT SIGN MONUMENT VALVE
AutoCAD SHX Text
PP
AutoCAD SHX Text
E
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
N/A
AutoCAD SHX Text
N/A
AutoCAD SHX Text
BERKELEY MARINA
AutoCAD SHX Text
SOUTH SAILING BASIN
AutoCAD SHX Text
IR
AutoCAD SHX Text
1 2 3 4 5 6 7 8
AutoCAD SHX Text
02/27/17
G:\O
K12\0019\S
ite\P
ackage 2 - A
ccessible G
angw
ay\P
k. 2 - G
I-002.dw
g, P
lotted: Jul 23, 2019 - 9:44am
SITE MAP
GENERAL NOTES: SURVEY NOTES:
UTILITY NOTES:
N
AutoCAD SHX Text
S
AutoCAD SHX Text
SD
AutoCAD SHX Text
SS
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text
UNIVERSITY AVENUE
AutoCAD SHX Text
MONUMENT 20 N 2141815.79 E 6037094.26 Z 14.03
AutoCAD SHX Text
MONUMENT 19 N 2142162.42 E 6038573.94 Z 11.54
AutoCAD SHX Text
APPROXIMATE PROJECT LIMIT
AutoCAD SHX Text
EXISTING RESTROOM
AutoCAD SHX Text
(E) CAL ADVENTURES AND CAL SAILING SEE GENEREAL NOTE 14
AutoCAD SHX Text
1519.74 S76°48'55"W
AutoCAD SHX Text
EXISTING WIND SURFING RIGGING AREA
AutoCAD SHX Text
EXISTING BAY TRAIL
AutoCAD SHX Text
DATE
AutoCAD SHX Text
0
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
FOR REDUCED PLANS - ORIGINAL SCALE IS IN INCHES
AutoCAD SHX Text
SUBMITTED:
AutoCAD SHX Text
SUPERVISING CIVIL ENGINEER
AutoCAD SHX Text
DATE
AutoCAD SHX Text
R.C.E.
AutoCAD SHX Text
EXP.
AutoCAD SHX Text
EXP.
AutoCAD SHX Text
R.C.E.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
MANAGER OF ENGINEERING
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECK
AutoCAD SHX Text
AS BUILT
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BOOK
AutoCAD SHX Text
VERT.
AutoCAD SHX Text
HORIZ.
AutoCAD SHX Text
DEPARTMENT OF PUBLIC WORKS
AutoCAD SHX Text
CITY OF BERKELEY
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
MARK
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
APPROVAL
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
FILE
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
OF
AutoCAD SHX Text
8168
AutoCAD SHX Text
405-211
AutoCAD SHX Text
8
AutoCAD SHX Text
07/23/2019
AutoCAD SHX Text
SURVEY PARTY CHIEF
AutoCAD SHX Text
DEPICTION OF MONUMENTS:
AutoCAD SHX Text
SOUTH COVE ADA ACCESSIBLE GANGWAY PROJECT
AutoCAD SHX Text
DATE
AutoCAD SHX Text
WATERSHED REVIEW:
AutoCAD SHX Text
2000 CENTER STREET SUITE 303 BERKELEY, CA 94704 PHONE: (510) 835-2761 FAX: (510) 842-1579
AutoCAD SHX Text
V
AutoCAD SHX Text
No. C60334
AutoCAD SHX Text
E
AutoCAD SHX Text
Exp. 6/30/20
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
G
AutoCAD SHX Text
E
AutoCAD SHX Text
I
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
P
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
A
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
L
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
I
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
L
AutoCAD SHX Text
O
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
02/27/17
AutoCAD SHX Text
SCALE: 1' = 50'
AutoCAD SHX Text
1.THE PAVEMENT DESIGN FOR THIS PROJECT IS BASED ON R-VALUE TESTING PERFORMED BY THE PAVEMENT DESIGN FOR THIS PROJECT IS BASED ON R-VALUE TESTING PERFORMED BY A3GEO, Inc INFORMATION DATED DEC 4, 2012. 2.UNDERGROUND FACILITIES AND OBSTRUCTIONS INDICATED, ARE FOR INFORMATION ONLY. UNDERGROUND FACILITIES AND OBSTRUCTIONS INDICATED, ARE FOR INFORMATION ONLY. EXISTING UTILITY LOCATIONS SHOWN ON THE PLANS WERE LOCATED BASED ON THE INFORMATION PROVIDED BY THE CITY AND/OR FROM SCHEMATIC DRAWINGS PROVIDED BY THE UTILITY COMPANIES AND ARE APPROXIMATE LOCATIONS ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES WITHIN THE WORK AREA PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA) AT 811 OR (800) 227-2600 A MINIMUM OF TWO (2) WORKING DAYS IN ADVANCE OF ANY EXCAVATION. 3.EVERY EFFORT HAS BEEN MADE TO SHOW THE LOCATION OF EXISTING UTILITIES AND EVERY EFFORT HAS BEEN MADE TO SHOW THE LOCATION OF EXISTING UTILITIES AND OBSTRUCTIONS WHICH MAY INTERFERE WITH THE WORK. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE AGENCIES PRIOR TO STARTING ANY WORK WHICH MAY AFFECT THEIR FACILITIES. THE FOLLOWING UTILITIES AND AGENCIES ARE KNOWN TO HAVE FACILITIES WITHIN THE PROJECT LIMITS: BERKELEY PUBLIC WORKS DEPARTMENT(510)981-6300 BERKELEY PUBLIC WORKS DEPARTMENT(510)981-6300 (510)981-6300 EBMUD(510)287-1008 (510)287-1008 PG&E(415)267-7000 (415)267-7000 4.THE CONTRACTOR SHALL INSPECT THE PROJECT SITE PRIOR TO SUBMITTING A BID IN THE CONTRACTOR SHALL INSPECT THE PROJECT SITE PRIOR TO SUBMITTING A BID IN ORDER TO OBSERVE AND DETERMINE THE EXISTING JOB SITE CONDITIONS. 5.TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE THE CONTRACTOR'S RESPONSIBILITY. TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE THE CONTRACTOR'S RESPONSIBILITY. ALL TRAFFIC CONTROL AND DEVICES SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE "CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". 6.THE CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION THE CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR SHALL BE REQUIRED TO ASSUME COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. THESE PLANS DO NOT INCLUDE COMPONENTS NECESSARY FOR CONSTRUCTION SAFETY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE FOR THE SAFETY OF ALL PERSONS AND PROPERTY DURING THE COURSE OF THE PROJECT. 7.THE CONTRACTOR SHALL COMPLY WITH THE RULES AND REGULATIONS OF THE STATE THE CONTRACTOR SHALL COMPLY WITH THE RULES AND REGULATIONS OF THE STATE CONSTRUCTION SAFETY ORDERS AND CAL/OSHA. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 8.THE CONTRACTOR SHALL PROVIDE FOR CONTINUOUS INGRESS AND EGRESS TO ALL PRIVATE THE CONTRACTOR SHALL PROVIDE FOR CONTINUOUS INGRESS AND EGRESS TO ALL PRIVATE PROPERTIES ADJACENT TO THE WORK, INCLUDING THE BAY TRAIL THROUGHOUT THE PERIOD OF CONSTRUCTION UNLESS OTHERWISE SHOWN. SEE NOTE 16 FOR MORE INFORMATION. 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES TO THE SITE OR THE THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES TO THE SITE OR THE SURROUNDING AREA AS A RESULT OF THE CONTRACTOR'S WORK OR OPERATIONS. EXISTING CURB, GUTTER AND OTHER IMPROVEMENTS THAT ARE DAMAGED OR DISPLACED BY THE CONTRACTOR SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.
AutoCAD SHX Text
1.TOPOGRAPHIC SURVEY PREPARED BY PLS SURVEYS, INC. FROM FIELD DATA COLLECTED IN TOPOGRAPHIC SURVEY PREPARED BY PLS SURVEYS, INC. FROM FIELD DATA COLLECTED IN COLLECTED IN AUGUST 2012 AND APRIL 2014. 2.HORIZONTAL DATUM: HORIZONTAL COORDINATES SHOWN HEREON ARE IN FEET AND REFER HORIZONTAL DATUM: HORIZONTAL COORDINATES SHOWN HEREON ARE IN FEET AND REFER TO THE CALIFORNIA STATE PLANE COORDINATE SYSTEM. ZONE #3, NAD83, HORIZONTAL COORDINATES WERE ESTABLISHED FROM CITY OF BERKELEY. 3.VERTICAL DATUM: ELEVATIONS SHOWN HEREON ARE IN FEET AND REFER TO THE CITY OF VERTICAL DATUM: ELEVATIONS SHOWN HEREON ARE IN FEET AND REFER TO THE CITY OF BERKELEY DATUM. THE BENCHMARK IS THE CITY MONUMENT "UNSTAMPED 3", A BRONZE CAP LOCATED AT CENTERLINE OF UNIVERSITY AVENUE, ELEVATION 14.48 MLLW. 4.THIS SURVEY DOES NOT GUARANTEE THE EXISTENCE OR NONEXISTENCE, SIZE, TYPE, DEPTH, THIS SURVEY DOES NOT GUARANTEE THE EXISTENCE OR NONEXISTENCE, SIZE, TYPE, DEPTH, MATERIAL OR LOCATION OF ANY UNDERGROUND UTILITIES. ALL UTILITIES SHOWN ARE BASED ON ABOVE GROUND UTILITY STRUCTURES, AVAILABLE UTILITY MAPS AND SITE PLANS. THE CONTRACTOR SHALL HAVE ALL EXISTING SITE UTILITIES VERIFIED PRIOR TO ANY EXCAVATION.
AutoCAD SHX Text
1.VERIFICATION OF LOCATIONS OF UTILITIES: POTHOLE AND VERIFY LOCATION AND DEPTH OF VERIFICATION OF LOCATIONS OF UTILITIES: POTHOLE AND VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES WITHIN THE WORK AREA ASSOCIATED WITH THE WORK TO BE PERFORMED PRIOR TO STARTING CONSTRUCTION. 2.EXCAVATION NEAR ACTIVE UTILITIES: ALL EXCAVATION NEAR EXISTING CABLES OR OTHER EXCAVATION NEAR ACTIVE UTILITIES: ALL EXCAVATION NEAR EXISTING CABLES OR OTHER NON-ABANDONED EXISTING UTILITY LINES SHALL BE PERFORMED BY HAND. ALL CABLES OR OTHER EXISTING UTILITY LINES THAT ARE DAMAGED SHALL BE REPAIRED IMMEDIATELY UNDER THE UTILITY OWNER'S DIRECTION AND AT THE CONTRACTOR'S EXPENSE.
AutoCAD SHX Text
OVERALL SITE AND GENERAL NOTES
AutoCAD SHX Text
GI-002
AutoCAD SHX Text
JJH
AutoCAD SHX Text
KMW
AutoCAD SHX Text
JDV
AutoCAD SHX Text
2
AutoCAD SHX Text
1"=50'
AutoCAD SHX Text
N/A
AutoCAD SHX Text
10.ALL STREET SURVEY MONUMENTS AND RECORDED SURVEY POINTS DISTURBED DURING ALL STREET SURVEY MONUMENTS AND RECORDED SURVEY POINTS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR, AT THE CONTRACTOR'S EXPENSE, BEFORE THE IMPROVEMENTS ARE ACCEPTED BY THE CITY. REPLACEMENT SHALL BE MADE UNDER THE DIRECTION OF A LICENSED PROFESSIONAL LAND SURVEYOR AND AS INSTRUCTED IN SECTION 8771 OF THE PROFESSIONAL LAND SURVEYORS CODE. 11.WORK IS NOT PERMITTED ON SATURDAYS, SUNDAYS, OR DESIGNATED LEGAL HOLIDAYS, AS WORK IS NOT PERMITTED ON SATURDAYS, SUNDAYS, OR DESIGNATED LEGAL HOLIDAYS, AS RECOGNIZED BY THE CITY OF BERKELEY, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL REFER TO THE SPECIAL PROVISIONS FOR ADDITIONAL REQUIREMENTS. 12.WHERE THE CONTRACTOR ENCOUNTERS TREE ROOTS INTERFERING WITH THE REMOVAL AND WHERE THE CONTRACTOR ENCOUNTERS TREE ROOTS INTERFERING WITH THE REMOVAL AND REPLACEMENT OF CURB, GUTTER OR SIDEWALK AS SHOWN ON THE PLANS, HE/SHE SHALL HAND TRIM ROOTS MAKING CLEAN CUTS THROUGH THE ROOTS AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL REFER TO THE SPECIAL PROVISIONS FOR ADDITIONAL REQUIREMENTS. 13.ATTENTION IS DIRECTED TO THE PROVISIONS OF CHAPTER 9 OF DIVISION 3 OF THE ATTENTION IS DIRECTED TO THE PROVISIONS OF CHAPTER 9 OF DIVISION 3 OF THE BUSINESS AND PROFESSIONS CODE CONCERNING THE LICENSING OF CONTRACTORS. THE CONTRACTOR SHALL POSSESS A VALID CALIFORNIA CLASS A LICENSE AT THE TIME THIS CONTRACT IS AWARDED. 14.ADJACENT BUSINESSES OPERATE DURING REGULAR BUSINESS HOURS AND WEEKENDS. ADJACENT BUSINESSES OPERATE DURING REGULAR BUSINESS HOURS AND WEEKENDS. CONTRACTOR SHALL COORDINATE WITH APPROPRIATE BUSINESS REPRESENTATIVES AT ALL TIMES WHEN PERFORMING WORK THAT MAY AFFECT ACCESS TO THESE BUSINESSES. MAINTAIN ACCESS TO THE BUSINESSES AT ALL TIMES UNLESS APPROVAL TO BLOCK ACCESS IS GRANTED BY BUSINESS REPRESENTATIVES AND CITY PROJECT MANAGER.
AutoCAD SHX Text
1" = 50'
AutoCAD SHX Text
0
AutoCAD SHX Text
150
AutoCAD SHX Text
50
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
FEET
AutoCAD SHX Text
100
4
CS-502
G:\O
K12\0019\S
ite\P
ackage 2 - A
ccessible G
angw
ay\P
k. 2 - C
S-101.dw
g, P
lotted: A
ug 02, 2019 - 8:59am
N
GENERAL NOTES:
SHEET NOTES:
SITE PLAN NOTES:
AutoCAD SHX Text
12
AutoCAD SHX Text
13
AutoCAD SHX Text
14
AutoCAD SHX Text
12
AutoCAD SHX Text
11
AutoCAD SHX Text
13
AutoCAD SHX Text
W
AutoCAD SHX Text
NO PARKING
AutoCAD SHX Text
NO PARKING
AutoCAD SHX Text
NO PARKING
AutoCAD SHX Text
MIDDLE DOCK
AutoCAD SHX Text
MIDDLE DOCK TO REMAIN UNDISTURBED
AutoCAD SHX Text
4
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
11
AutoCAD SHX Text
6
AutoCAD SHX Text
5
AutoCAD SHX Text
8
AutoCAD SHX Text
ADA GANGWAY SEE SHEETS CS-501 TO CS-503
AutoCAD SHX Text
10
AutoCAD SHX Text
10
AutoCAD SHX Text
APPROXIMATE PROJECT LIMIT
AutoCAD SHX Text
13
AutoCAD SHX Text
15
AutoCAD SHX Text
WEST DOCK
AutoCAD SHX Text
EAST DOCK
AutoCAD SHX Text
7
AutoCAD SHX Text
CENTERLINE (E) ELECTROLIER AND END OF GUARDRAIL
AutoCAD SHX Text
DATE
AutoCAD SHX Text
0
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
FOR REDUCED PLANS - ORIGINAL SCALE IS IN INCHES
AutoCAD SHX Text
SUBMITTED:
AutoCAD SHX Text
SUPERVISING CIVIL ENGINEER
AutoCAD SHX Text
DATE
AutoCAD SHX Text
R.C.E.
AutoCAD SHX Text
EXP.
AutoCAD SHX Text
EXP.
AutoCAD SHX Text
R.C.E.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
MANAGER OF ENGINEERING
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECK
AutoCAD SHX Text
AS BUILT
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BOOK
AutoCAD SHX Text
VERT.
AutoCAD SHX Text
HORIZ.
AutoCAD SHX Text
DEPARTMENT OF PUBLIC WORKS
AutoCAD SHX Text
CITY OF BERKELEY
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
MARK
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
APPROVAL
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
FILE
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
OF
AutoCAD SHX Text
8168
AutoCAD SHX Text
405-211
AutoCAD SHX Text
8
AutoCAD SHX Text
07/24/2019
AutoCAD SHX Text
SURVEY PARTY CHIEF
AutoCAD SHX Text
DEPICTION OF MONUMENTS:
AutoCAD SHX Text
SOUTH COVE ADA ACCESSIBLE GANGWAY PROJECT
AutoCAD SHX Text
DATE
AutoCAD SHX Text
WATERSHED REVIEW:
AutoCAD SHX Text
2000 CENTER STREET SUITE 303 BERKELEY, CA 94704 PHONE: (510) 835-2761 FAX: (510) 842-1579
AutoCAD SHX Text
V
AutoCAD SHX Text
No. C60334
AutoCAD SHX Text
E
AutoCAD SHX Text
Exp. 6/30/20
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
G
AutoCAD SHX Text
E
AutoCAD SHX Text
I
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
P
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
A
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
L
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
I
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
L
AutoCAD SHX Text
O
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
02/27/17
AutoCAD SHX Text
20
AutoCAD SHX Text
60
AutoCAD SHX Text
0
AutoCAD SHX Text
40
AutoCAD SHX Text
SCALE
AutoCAD SHX Text
FEET
AutoCAD SHX Text
1" = 20'
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
1.SEE GI-002 FOR SURVEY CONTROL INFORMATION.SEE GI-002 FOR SURVEY CONTROL INFORMATION.
AutoCAD SHX Text
4
AutoCAD SHX Text
SITE PLAN
AutoCAD SHX Text
CS-101
AutoCAD SHX Text
3
AutoCAD SHX Text
JY
AutoCAD SHX Text
JY
AutoCAD SHX Text
JDV
AutoCAD SHX Text
EXISTING GANGWAY TO REMAIN NEW ACCESSIBLE GANGWAY, SEE SHEET CS-502. NEW ACCESSIBLE GANGWAY FLOAT, SEE DETAIL 1 ON SHEET CS-501 NEW CONCRETE ABUTMENT, SEE SHEET CS-503 NEW ACCESSIBLE RAMP, SEE SHEET CS-503 NEW TRANSITION PLATE, SEE DETAIL 4 ON SHEET CS-502 EXISTING BENCH TO BE RELOCATED BY CITY 5' WEST OF ELECTRICAL POLE AS SHOWN. COORDINATE WITH CITY AS REQUIRED. EXISTING ELECTROLIER TO REMAIN NEW PILE GUIDE EXISTING PILE AND PILE GUIDES TO REMAIN EXISTING CRANE HOIST TO REMAIN EXISTING TIMBER BULL RAILS TO REMAIN EXCEPT AT NEW GUARDRAIL EXISTING ABUTMENT TO REMAIN EXISTING POST AND CHAIN RAIL TO REMAIN EXISTING CARPET MAT TO REMAIN EXISTING STEEL SHEET PILE BULKHEAD TO REMAIN NEW GUARDRAIL. SEE DETAILS ON SHEET CS-503, CS-504 AND CS-505. REMOVE AND DISPOSE TIMBER BULLRAILS WHERE GUARDRAILS ARE TO BE INSTALLED. ADJUST LOCATION OF EXISTING POST AND CHAIN AS NECESSARY TO CLEAR NEW GANGWAY ABUTMENT. NEW CONCRETE LANDING SEE DETAIL 1 ON SHEET CS-503.
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
8
AutoCAD SHX Text
9
AutoCAD SHX Text
7
AutoCAD SHX Text
10
AutoCAD SHX Text
11
AutoCAD SHX Text
1"=20'
AutoCAD SHX Text
N/A
AutoCAD SHX Text
12
AutoCAD SHX Text
13
AutoCAD SHX Text
14
AutoCAD SHX Text
15
AutoCAD SHX Text
1.CONTRACTOR SHALL SURVEY PILES, BULKHEAD WALL, CONTRACTOR SHALL SURVEY PILES, BULKHEAD WALL, RAILINGS, TIMBER BULL RAILS, EXISTING ABUTMENT TO REMAIN AND EXISTING DOCKS TO DETERMINE EXACT DIMENSIONS AND LAYOUT OF NEW IMPROVEMENTS.
AutoCAD SHX Text
16
AutoCAD SHX Text
17
AutoCAD SHX Text
18
AutoCAD SHX Text
19
1
32' GANGWAY FLOAT
CS-502
4
3
CS-501
4
2
32' FLOAT ELEVATION
3
GANGWAY FLOAT SECTION
4
PILE GUIDE DETAIL
PLAN
SECTION
G:\O
K12\0019\S
ite\P
ackage 2 - A
ccessible G
angw
ay\P
k. 2 - C
S-501.dw
g, P
lotted: Jul 24, 2019 - 10:29am
FABRICATION NOTES:
AutoCAD SHX Text
C-501
AutoCAD SHX Text
SCALE: 1/2" = 1'-0"
AutoCAD SHX Text
HDPE 3"x10" ALL AROUND
AutoCAD SHX Text
HENDERSON MARINE UNIVERSAL 10" CORNER DOCK BUMPER TOTAL 3
AutoCAD SHX Text
ALUM. TUBE
AutoCAD SHX Text
2"x4"
AutoCAD SHX Text
ALUM. TUBE
AutoCAD SHX Text
2"x2"
AutoCAD SHX Text
(E) CONCRETE PILE
AutoCAD SHX Text
DECKING
AutoCAD SHX Text
TRANSITION PLATE
AutoCAD SHX Text
CS-501
AutoCAD SHX Text
ALUMINUM
AutoCAD SHX Text
PILE GUIDE
AutoCAD SHX Text
EXTRUDED INTERLOCKING ALUMINUM
AutoCAD SHX Text
3"x10" HDPE OVER 2"x8"
AutoCAD SHX Text
FLOATATION
AutoCAD SHX Text
DECKING TO MATCH (E) BOARDING
AutoCAD SHX Text
C-501
AutoCAD SHX Text
SCALE: 1/2" = 1'-0"
AutoCAD SHX Text
FLOATS
AutoCAD SHX Text
(E) CONCRETE PILE
AutoCAD SHX Text
ALUM. TUBE ALL AROUND
AutoCAD SHX Text
4"x2" ALUM. TUBE
AutoCAD SHX Text
FLOATATION
AutoCAD SHX Text
C-501
AutoCAD SHX Text
SCALE: 1/2" = 1'-0"
AutoCAD SHX Text
2x8 ALUMINUM TUBE
AutoCAD SHX Text
EXTRUDED INTERLOCKING ALUMINUM DECKING TO MATCH (E) BOARDING FLOAT
AutoCAD SHX Text
HDPE 3"x10" ALL AROUND, 5'-0" NOMINAL SEGMENT LENGTH
AutoCAD SHX Text
2"x2" ALUMINUM TUBE
AutoCAD SHX Text
NOTE: SEE DETAIL 4/CS-502 FOR FREEBOARD
AutoCAD SHX Text
C-501
AutoCAD SHX Text
SCALE: 1" = 1'-0"
AutoCAD SHX Text
L3x8x1/4
AutoCAD SHX Text
(E) CONCRETE PILE
AutoCAD SHX Text
2x2 UHMW
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
2x2 TUBE, TYP.
AutoCAD SHX Text
1/2" CARRIAGEBOLTS
AutoCAD SHX Text
2x2 UHMW
AutoCAD SHX Text
2x2 TUBE, TYP.
AutoCAD SHX Text
1/2" CARRIAGE BOLTS
AutoCAD SHX Text
1/4" GUSSET PLATE
AutoCAD SHX Text
5/8" CARRIAGEBOLT
AutoCAD SHX Text
3/4" M.B.
AutoCAD SHX Text
RUB STRIP BEYOND
AutoCAD SHX Text
FLOAT
AutoCAD SHX Text
(E) CONCRETE PILE
AutoCAD SHX Text
(E) PILE GUIDE
AutoCAD SHX Text
(E) FLOAT
AutoCAD SHX Text
DATE
AutoCAD SHX Text
0
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
FOR REDUCED PLANS - ORIGINAL SCALE IS IN INCHES
AutoCAD SHX Text
SUBMITTED:
AutoCAD SHX Text
SUPERVISING CIVIL ENGINEER
AutoCAD SHX Text
DATE
AutoCAD SHX Text
R.C.E.
AutoCAD SHX Text
EXP.
AutoCAD SHX Text
EXP.
AutoCAD SHX Text
R.C.E.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
MANAGER OF ENGINEERING
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECK
AutoCAD SHX Text
AS BUILT
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BOOK
AutoCAD SHX Text
VERT.
AutoCAD SHX Text
HORIZ.
AutoCAD SHX Text
DEPARTMENT OF PUBLIC WORKS
AutoCAD SHX Text
CITY OF BERKELEY
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
MARK
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
APPROVAL
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
FILE
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
OF
AutoCAD SHX Text
8168
AutoCAD SHX Text
405-211
AutoCAD SHX Text
8
AutoCAD SHX Text
07/24/2019
AutoCAD SHX Text
SURVEY PARTY CHIEF
AutoCAD SHX Text
DEPICTION OF MONUMENTS:
AutoCAD SHX Text
SOUTH COVE ADA ACCESSIBLE GANGWAY PROJECT
AutoCAD SHX Text
DATE
AutoCAD SHX Text
WATERSHED REVIEW:
AutoCAD SHX Text
2000 CENTER STREET SUITE 303 BERKELEY, CA 94704 PHONE: (510) 835-2761 FAX: (510) 842-1579
AutoCAD SHX Text
V
AutoCAD SHX Text
No. C60334
AutoCAD SHX Text
E
AutoCAD SHX Text
Exp. 6/30/20
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
G
AutoCAD SHX Text
E
AutoCAD SHX Text
I
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
P
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
A
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
L
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
I
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
L
AutoCAD SHX Text
O
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
02/27/17
AutoCAD SHX Text
GANGWAY FLOAT DETAILS
AutoCAD SHX Text
CS-501
AutoCAD SHX Text
JY
AutoCAD SHX Text
JY
AutoCAD SHX Text
JDV
AutoCAD SHX Text
4
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
1.FABRICATE WITH 6061-T6, OR 6063-T6 ALUMINUM OR FABRICATE WITH 6061-T6, OR 6063-T6 ALUMINUM OR APPROVED EQUAL. SIMILAR TO EXISTING MIDDLE DOCK. 2.CONTRACTOR SHALL SURVEY PILES, BULKHEAD WALL, CONTRACTOR SHALL SURVEY PILES, BULKHEAD WALL, RAILINGS, TIMBER BULL RAILS, EXISTING ABUTMENT TO REMAIN AND EXISTING DOCKS TO DETERMINE EXACT DIMENSIONS AND LAYOUT OF NEW IMPROVEMENTS. 3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS TO ASSURE NEW GANGWAY, DOCKS AND PILE GUIDES ARE FABRICATED AND INSTALLED SO AS TO PROVIDE PROPER GANGWAY AND DOCK OPERATION AT ALL TIDAL ELEVATIONS. 4.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR DOCK, PILE GUIDES AND TRANSITION PLATE. SHOP DRAWINGS AND CALCULATIONS SHALL BE SIGNED AND STAMPED BY A CIVIL OR STRUCTUIRAL ENGINEER DULY REGISTERED IN THE STATE OF CALIFORNIA. 5.REFER ALSO TO SHEET CS-502.REFER ALSO TO SHEET CS-502.
6" x2 1/2" POLYOLEFIN WHEELOR APPROVED EQUAL ROLLER OR SLIDE SYSTEM
AutoCAD SHX Text
CS-502
AutoCAD SHX Text
TRUSS AS REQUIRED SEE GANGWAY NOTE 1
AutoCAD SHX Text
HANDRAIL
AutoCAD SHX Text
1/2" %%C HOLE FOR 3/8" %%C x
AutoCAD SHX Text
1 3/4" %%C S.S. STEEL ROD
AutoCAD SHX Text
3 1/2" CARRIAGE BOLT, NUT,
AutoCAD SHX Text
AND LOCK WASHER OR APPROVED
AutoCAD SHX Text
OR APPROVED EQUAL
AutoCAD SHX Text
2" %%C SCH 80 ALUMINUM HINGE
AutoCAD SHX Text
ALUMINUM TUBE
AutoCAD SHX Text
ALUMINUM DECK SLAT
AutoCAD SHX Text
NON-SKID SURFACE
AutoCAD SHX Text
1 1/2" O.D. ALUMINUM TUBE
AutoCAD SHX Text
1/4" x 2 1/2" UHMW RUB STRIP
AutoCAD SHX Text
FLOAT
AutoCAD SHX Text
SCALE: 1/2" = 1'-0"
AutoCAD SHX Text
1/4" MINIMUM THICKNESS ALUMINUM PLATE WITH NON-SLIP ARC SPRAY HIGH TRACTION COATING FINISH. PROVIDE BRACING ON UNDERSIDE OF PLATE TO SUPPORT 100 PSF LIVE LOAD WITH A MAXIMUM DEFLECTION OF L/360.
AutoCAD SHX Text
EQUAL HINGE PIN LOCK. PEEN
AutoCAD SHX Text
THREADS TO DETER VANDALISM
AutoCAD SHX Text
SCALE: 1/8" = 1'-0"
AutoCAD SHX Text
(N) ABUTMENT
AutoCAD SHX Text
(E) CONCRETE PILING
AutoCAD SHX Text
+6 MLLW
AutoCAD SHX Text
-2 MLLW
AutoCAD SHX Text
EL.=+10 MLLW
AutoCAD SHX Text
APPROXIMATE (E) PAVEMENT
AutoCAD SHX Text
(E) SHEETPILE WALL
AutoCAD SHX Text
(N) FLOAT
AutoCAD SHX Text
(N) ACCESSIBLE GANGWAY
AutoCAD SHX Text
SLOPE 1:12 MAX. AT ALL TIDE ELEVATIONS
AutoCAD SHX Text
SEE GANGWAY NOTE 2
AutoCAD SHX Text
SEE GANGWAY NOTE 4
AutoCAD SHX Text
12" SCH. 40 ALUMINUM PIPE WITH " 916" ø 316 SS ROD HINGE PIN
AutoCAD SHX Text
FLUSH
AutoCAD SHX Text
38" MINIMUM THICKNESS ALUMINUM PLATE
AutoCAD SHX Text
DECKING
AutoCAD SHX Text
6" HIGH " ALUMINUM HINGE PLATE 38" ALUMINUM HINGE PLATE FULL WIDTH OF TRANSITION PLATE (MAY BE FABRICATED IN TO SECTIONS)
AutoCAD SHX Text
2- " ø 316 SS DOCK WITH 58" ø 316 SS DOCK WITH ø 316 SS DOCK WITH 316 SS DOCK WITH FLAT WASHERS, LOCK WASHERS AND NUT OR NYLOCK NUTS, TYP.
AutoCAD SHX Text
" P.P.332" P.P.
AutoCAD SHX Text
5% MAX
AutoCAD SHX Text
STIFFNERS AS REQUIRED
AutoCAD SHX Text
DATE
AutoCAD SHX Text
0
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
FOR REDUCED PLANS - ORIGINAL SCALE IS IN INCHES
AutoCAD SHX Text
SUBMITTED:
AutoCAD SHX Text
SUPERVISING CIVIL ENGINEER
AutoCAD SHX Text
DATE
AutoCAD SHX Text
R.C.E.
AutoCAD SHX Text
EXP.
AutoCAD SHX Text
EXP.
AutoCAD SHX Text
R.C.E.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
MANAGER OF ENGINEERING
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECK
AutoCAD SHX Text
AS BUILT
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BOOK
AutoCAD SHX Text
VERT.
AutoCAD SHX Text
HORIZ.
AutoCAD SHX Text
DEPARTMENT OF PUBLIC WORKS
AutoCAD SHX Text
CITY OF BERKELEY
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
MARK
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
APPROVAL
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
FILE
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
OF
AutoCAD SHX Text
8168
AutoCAD SHX Text
405-211
AutoCAD SHX Text
8
AutoCAD SHX Text
07/24/2019
AutoCAD SHX Text
SURVEY PARTY CHIEF
AutoCAD SHX Text
DEPICTION OF MONUMENTS:
AutoCAD SHX Text
SOUTH COVE ADA ACCESSIBLE GANGWAY PROJECT
AutoCAD SHX Text
DATE
AutoCAD SHX Text
WATERSHED REVIEW:
AutoCAD SHX Text
2000 CENTER STREET SUITE 303 BERKELEY, CA 94704 PHONE: (510) 835-2761 FAX: (510) 842-1579
AutoCAD SHX Text
GANGWAY DETAILS
AutoCAD SHX Text
CS-502
AutoCAD SHX Text
5
AutoCAD SHX Text
1.FABRICATE WITH 3/8” MINIMUM THICKNESS FABRICATE WITH 3/8” MINIMUM THICKNESS MINIMUM THICKNESS ALUMINUM PLATE WITH NON-SLIP ARC SPRAY HIGH TRACTION COATING FINISH. 2.PROVIDE BRACING ON UNDERSIDE OF PLATE TO PROVIDE BRACING ON UNDERSIDE OF PLATE TO SUPPORT A 100 PSF LIVE LOAD WITH A MAXIMUM DEFLECTION OF L/360. 3.CONTRACTOR TO FIELD MEASURE EXISTING DOCK CONTRACTOR TO FIELD MEASURE EXISTING DOCK AND PILING LOCATIONS TO DETERMINE TRANSITION PLATE OVERLAP TO EXISTING DOCK AND ASSURE PROPER BEARING AT ALL TIDE ELEVATIONS AND WITH DOCKS AT EXTREME EAST TO WEST POSITIONS WITHIN PILE GUIDES. 4.TRANSITION PLATE SHALL HAVE AN UHMW RUB TRANSITION PLATE SHALL HAVE AN UHMW RUB STRIP ON LOWER BEARING EDGE AT EXISTING DOCK. 5.PROVIDE ¼" X 3" ALUMINUM RUB STRIPS ON PROVIDE ¼" X 3" ALUMINUM RUB STRIPS ON EXISTING DOCK AT TRANSITION PLATE CONTACT. STRIPS SHALL BE PLACED AT 24" MAXIMUM SPACING. 6.REFER ALSO TO FABRICATION NOTES ON SHEET REFER ALSO TO FABRICATION NOTES ON SHEET CS-501.
3/8" MINIMUM ALUMINUM PLATE WITH ARC SPRAY HIGH TRACTION COATING
AutoCAD SHX Text
SOLID BAR UHMW-PE
AutoCAD SHX Text
DRILL & CSC FOR 1/4" FH BOLTS,TYP.
AutoCAD SHX Text
BULLNOSE
AutoCAD SHX Text
2" FROM EACH END AND 8" MAX SPACING
AutoCAD SHX Text
1.TOP OF TRUSS SHALL BE 3'-6" ABOVE FINISHED TOP OF TRUSS SHALL BE 3'-6" ABOVE FINISHED DECK SURFACE. TRUSS HEIGHT REQUIRED IN EXCESS OF 3'-6" SHALL EXTEND BELOW THE DECK. 2.GANGWAY SHALL CLEAR TOP OF SHEET PILE GANGWAY SHALL CLEAR TOP OF SHEET PILE WALL AT ALL TIDAL ELEVATIONS. 3.REFER ALSO TO FABRICATION NOTES ON SHEET REFER ALSO TO FABRICATION NOTES ON SHEET CS-501. 4.COORDINATE ABUTMENT GANGWAY GUARDRAIL WITH COORDINATE ABUTMENT GANGWAY GUARDRAIL WITH GUARDRAIL AT ABUTMENT TO ASSURE PROPER CLEARANCE AT ALL TIDAL CONDITIONS.
AutoCAD SHX Text
V
AutoCAD SHX Text
No. C60334
AutoCAD SHX Text
E
AutoCAD SHX Text
Exp. 6/30/18
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
G
AutoCAD SHX Text
E
AutoCAD SHX Text
I
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
P
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
A
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
L
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
I
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
L
AutoCAD SHX Text
O
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
02/27/17
ABUTMENT SECTION
3
CS-503
CS-503
4
CS-505
1
CS-505
1
GANGWAY HINGE DETAIL
4
CS-503
CS-503
6
CS-503
5
GANGWAY HINGE PIN
5
CS-503
GANGWAY DROP BAR
6
CS-503
CS-503
3
CS-503
4
CS-502
1
CS-505
1
CS-505
1
CS-504
1
G:\O
K12\0019\S
ite\P
ackage 2 - A
ccessible G
angw
ay\P
k. 2 - C
S-503.dw
g, P
lotted: Jul 24, 2019 - 11:51am
ABUTMENT AND GANGWAY NOTES:
ABUTMENT/RAMP SECTION
2
CS-503
CS-503
2
ABUTMENT PLAN
1
CS-503
N
AutoCAD SHX Text
(E) AC PAVEMENT
AutoCAD SHX Text
SCARIFY TOP 6" AND RECOMPACT TO 95% RELATIVE COMPACTION
AutoCAD SHX Text
18" COMPACTED AB
AutoCAD SHX Text
SCALE: 1/2" = 1'-0"
AutoCAD SHX Text
#6@10" O.C. TOP AND BOTTOM
AutoCAD SHX Text
*SEE NOTE 3
AutoCAD SHX Text
1%
AutoCAD SHX Text
12" MIN BELOW
AutoCAD SHX Text
12" MIN BELOW
AutoCAD SHX Text
12" MIN BELOW
AutoCAD SHX Text
SHEETPILE WALL
AutoCAD SHX Text
ABUTMENT GANGWAY HINGE
AutoCAD SHX Text
1-#6 BAR CONTINUOUS AT HINGE STUDS AS SHOWN
AutoCAD SHX Text
#6@10" O.C.
AutoCAD SHX Text
(E) AC PAVEMENT
AutoCAD SHX Text
SAWCUT (E) PAVEMENT, TYP. SEE NOTE 3
AutoCAD SHX Text
9" AB
AutoCAD SHX Text
(N) 3" AC PAVEMENT
AutoCAD SHX Text
GUARDRAIL
AutoCAD SHX Text
5% MAX
AutoCAD SHX Text
SEE NOTE 6
AutoCAD SHX Text
6" THICK CONCRETE LANDING WITH #4 BARS @ 12" O.C. OVER 6" AB EACH WAY
AutoCAD SHX Text
SCARIFY TOP 6" AND RECOMPACT TO 95% RELATIVE COMPACTION
AutoCAD SHX Text
18" COMPACTED AB
AutoCAD SHX Text
*SEE NOTE 3
AutoCAD SHX Text
#6@10" TOP & BOTTOM
AutoCAD SHX Text
#6@10" O.C.
AutoCAD SHX Text
#5@12" TOP & BOTTOM
AutoCAD SHX Text
(E) AC PAVEMENT
AutoCAD SHX Text
SLOPE TO DRAIN REFER ALSO TO ABUTMENT NOTES
AutoCAD SHX Text
SCARIFY TOP 6" AND RECOMPACT TO 95% RELATIVE COMPACTION
AutoCAD SHX Text
SAWCUT (E) PAVEMENT, TYP. SEE NOTE 3
AutoCAD SHX Text
9" AB
AutoCAD SHX Text
(N) 3" AC PAVEMENT
AutoCAD SHX Text
SAWCUT (E) PAVEMENT, CONFORM TO EXISTING TYP.
AutoCAD SHX Text
(E) AC PAVEMENT
AutoCAD SHX Text
GUARDRAIL
AutoCAD SHX Text
4x8x1/2 STEEL ANGLE
AutoCAD SHX Text
3x3x3/8x5 MINIMUM STEEL TUBE OR APPROVED EQUAL HINGE AND ATTACHMENT MECHANISM
AutoCAD SHX Text
GANGWAY
AutoCAD SHX Text
1" STAINLESS STEEL HINGE PIN WITHWASHERS AND 1/4" COTTER PIN OR APPROVED EQUAL
AutoCAD SHX Text
DROP BAR, EACH SIDE
AutoCAD SHX Text
SCALE: 1" = 1'-0"
AutoCAD SHX Text
3/4"x 8"LONG HEADED STUDS @ 12" O.C.
AutoCAD SHX Text
1/4" ALL-AROUND FILLET TO L
AutoCAD SHX Text
NOTE: HOT DIP GALVANIZE AFTER FABRICATION
AutoCAD SHX Text
1-#6 BAR CONTINUOUS SEE DETAIL 2/CS-503
AutoCAD SHX Text
9/32" HOLE FOR1/4' COTTER PIN, TYP.
AutoCAD SHX Text
BEVEL CORNERS
AutoCAD SHX Text
SCALE: 6" = 1'-0"
AutoCAD SHX Text
NOTES: 1.STAINLESS STEEL. STAINLESS STEEL. 2.PROVIDE SIMILAR OR APPROVED EQUAL HINGE AND PROVIDE SIMILAR OR APPROVED EQUAL HINGE AND ATTACHMENT MECHANISM.
AutoCAD SHX Text
1/2" CHAMFER
AutoCAD SHX Text
1 1/16" HOLE, TYP.
AutoCAD SHX Text
NOTES: 1.HOT DIP GALVANIZE AFTER FABRICATION. HOT DIP GALVANIZE AFTER FABRICATION. 2.PROVIDE SIMILAR OR APPROVED EQUAL HINGE AND PROVIDE SIMILAR OR APPROVED EQUAL HINGE AND ATTACHMENT MECHANISM.
AutoCAD SHX Text
SCALE: 3" = 1'-0"
AutoCAD SHX Text
3/8" FLAT BAR.
AutoCAD SHX Text
GANGWAY
AutoCAD SHX Text
ABUTMENT HINGE
AutoCAD SHX Text
5% MAX.
AutoCAD SHX Text
ABUTMENT SEE NOTE 5
AutoCAD SHX Text
(E) SHEETPILE WALL TO REMAIN UNDISTURBED
AutoCAD SHX Text
ELEV=9.96
AutoCAD SHX Text
ELEV=9.90
AutoCAD SHX Text
ELEV=10.00
AutoCAD SHX Text
ELEV=10.00
AutoCAD SHX Text
(E) ABUTMENT
AutoCAD SHX Text
SCORELINE
AutoCAD SHX Text
SEE NOTE 5
AutoCAD SHX Text
ELEV=9.98
AutoCAD SHX Text
ELEV=9.44
AutoCAD SHX Text
ELEV=9.48
AutoCAD SHX Text
(E) GANGWAY
AutoCAD SHX Text
HANDRAIL TYP
AutoCAD SHX Text
GUARDRAIL POST (TYP)
AutoCAD SHX Text
SAW CUT (E) AC 18" OUTSIDE (N) ABUTMENT AND LANDING
AutoCAD SHX Text
HANDRAIL TYP
AutoCAD SHX Text
GUARDRAIL TYP
AutoCAD SHX Text
DATE
AutoCAD SHX Text
0
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
FOR REDUCED PLANS - ORIGINAL SCALE IS IN INCHES
AutoCAD SHX Text
SUBMITTED:
AutoCAD SHX Text
SUPERVISING CIVIL ENGINEER
AutoCAD SHX Text
DATE
AutoCAD SHX Text
R.C.E.
AutoCAD SHX Text
EXP.
AutoCAD SHX Text
EXP.
AutoCAD SHX Text
R.C.E.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
MANAGER OF ENGINEERING
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECK
AutoCAD SHX Text
AS BUILT
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BOOK
AutoCAD SHX Text
VERT.
AutoCAD SHX Text
HORIZ.
AutoCAD SHX Text
DEPARTMENT OF PUBLIC WORKS
AutoCAD SHX Text
CITY OF BERKELEY
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
MARK
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
APPROVAL
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
FILE
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
OF
AutoCAD SHX Text
8168
AutoCAD SHX Text
405-211
AutoCAD SHX Text
8
AutoCAD SHX Text
07/24/2019
AutoCAD SHX Text
SURVEY PARTY CHIEF
AutoCAD SHX Text
DEPICTION OF MONUMENTS:
AutoCAD SHX Text
SOUTH COVE ADA ACCESSIBLE GANGWAY PROJECT
AutoCAD SHX Text
DATE
AutoCAD SHX Text
WATERSHED REVIEW:
AutoCAD SHX Text
2000 CENTER STREET SUITE 303 BERKELEY, CA 94704 PHONE: (510) 835-2761 FAX: (510) 842-1579
AutoCAD SHX Text
V
AutoCAD SHX Text
No. C60334
AutoCAD SHX Text
E
AutoCAD SHX Text
Exp. 6/30/20
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
G
AutoCAD SHX Text
E
AutoCAD SHX Text
I
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
P
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
A
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
L
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
I
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
L
AutoCAD SHX Text
O
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
02/27/17
AutoCAD SHX Text
ABUTMENT DETAILS
AutoCAD SHX Text
CS-503
AutoCAD SHX Text
1.ALL REINFORCING STEEL SHALL BE EPOXY COATED. ALL REINFORCING STEEL SHALL BE EPOXY COATED. 2.TOOL ALL EXPOSED EDGES 1/2" RADIUS. TOOL ALL EXPOSED EDGES 1/2" RADIUS. 3.PROVIDE STEEL TROWEL, MEDIUM BROOM FINISH ON ALL EXPOSED SURFACES PROVIDE STEEL TROWEL, MEDIUM BROOM FINISH ON ALL EXPOSED SURFACES INCLUDING SIDES. 4.SAWCUT AND REMOVE AC AND EXCAVATE AS REQUIRED TO FORM ABUTMENT AND SAWCUT AND REMOVE AC AND EXCAVATE AS REQUIRED TO FORM ABUTMENT AND LANDING. BACKFILL WITH AB, COMPACT TO 95% RELATIVE COMPACTION AND PAVE WITH 3" AC, TYPICAL AROUND ABUTMENT AND RAMP. 5.ALIGN (N) ABUTMENT AND GANGWAY SO THAT GANGWAY IS PARALLEL TO EXISTING ALIGN (N) ABUTMENT AND GANGWAY SO THAT GANGWAY IS PARALLEL TO EXISTING DOCK AND ABUTMENT IS PERPENDICULAR TO THE (N) GANGWAY PROVIDE LAYOUT FOR REVIEW BY THE ENGINEER PRIOR TO CONSTRUCTION. 6.SLOPE CONCRETE LANDING TO DRAIN. SLOPE SHALL NOT BE LESS THAN 0.5% OR SLOPE CONCRETE LANDING TO DRAIN. SLOPE SHALL NOT BE LESS THAN 0.5% OR MORE THAN 2% IN ANY DIRECTION. 7.EXTEND GUARDRAIL AT BULKHEAD WALL LINE TO CENTERLINE OF (E) LIGHT POLE. EXTEND GUARDRAIL AT BULKHEAD WALL LINE TO CENTERLINE OF (E) LIGHT POLE. SEE ALSO KEY NOTE 17 ON SHEET CS-101, AND DETAIL 3 ON CS-504.
AutoCAD SHX Text
SCALE: 1/2" = 1'-0"
AutoCAD SHX Text
6
AutoCAD SHX Text
JY
AutoCAD SHX Text
JY
AutoCAD SHX Text
JDV
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
SCALE: 1/2" = 1'-0"
AutoCAD SHX Text
SEE NOTE 7
2
CONCRETE CONSTRUCTION JOINT
CS-505
1
CS-505
1
G:\O
K12\0019\S
ite\P
ackage 2 - A
ccessible G
angw
ay\P
k. 2 - C
S-504.dw
g, P
lotted: Jul 24, 2019 - 1:49pm
CONTRACTION JOINT (TCJ)
1
GUARDRAIL AND HANDRAIL PLAN
3
AutoCAD SHX Text
CS-504
AutoCAD SHX Text
SCALE: 1"=5'-0"
AutoCAD SHX Text
JOINT SEALANT
AutoCAD SHX Text
34" X 18" LONG SMOOTH BARS @ 12" O.C. GREASE ONE END
AutoCAD SHX Text
ABUTMENT/RAMP
AutoCAD SHX Text
(E) SHEETPILE WALL TO REMAIN UNDISTURBED
AutoCAD SHX Text
HANDRAIL TYP
AutoCAD SHX Text
HANDRAIL TYP
AutoCAD SHX Text
LANDING
AutoCAD SHX Text
GUARDRAIL TYP
AutoCAD SHX Text
CENTERLINE OF (E) LIGHT POLE
AutoCAD SHX Text
GANGWAY
AutoCAD SHX Text
END OF GUARDRAIL
AutoCAD SHX Text
DATE
AutoCAD SHX Text
0
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
FOR REDUCED PLANS - ORIGINAL SCALE IS IN INCHES
AutoCAD SHX Text
SUBMITTED:
AutoCAD SHX Text
SUPERVISING CIVIL ENGINEER
AutoCAD SHX Text
DATE
AutoCAD SHX Text
R.C.E.
AutoCAD SHX Text
EXP.
AutoCAD SHX Text
EXP.
AutoCAD SHX Text
R.C.E.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
MANAGER OF ENGINEERING
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECK
AutoCAD SHX Text
AS BUILT
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BOOK
AutoCAD SHX Text
VERT.
AutoCAD SHX Text
HORIZ.
AutoCAD SHX Text
DEPARTMENT OF PUBLIC WORKS
AutoCAD SHX Text
CITY OF BERKELEY
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
MARK
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
APPROVAL
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
FILE
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
OF
AutoCAD SHX Text
8168
AutoCAD SHX Text
405-211
AutoCAD SHX Text
8
AutoCAD SHX Text
07/24/2019
AutoCAD SHX Text
SURVEY PARTY CHIEF
AutoCAD SHX Text
DEPICTION OF MONUMENTS:
AutoCAD SHX Text
SOUTH COVE ADA ACCESSIBLE GANGWAY PROJECT
AutoCAD SHX Text
DATE
AutoCAD SHX Text
WATERSHED REVIEW:
AutoCAD SHX Text
2000 CENTER STREET SUITE 303 BERKELEY, CA 94704 PHONE: (510) 835-2761 FAX: (510) 842-1579
AutoCAD SHX Text
V
AutoCAD SHX Text
No. C60334
AutoCAD SHX Text
E
AutoCAD SHX Text
Exp. 6/30/20
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
G
AutoCAD SHX Text
E
AutoCAD SHX Text
I
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
P
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
A
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
L
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
I
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
L
AutoCAD SHX Text
O
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
02/27/17
AutoCAD SHX Text
CIVIL DETAILS
AutoCAD SHX Text
CS-504
AutoCAD SHX Text
JJH
AutoCAD SHX Text
JJH
AutoCAD SHX Text
JDV
AutoCAD SHX Text
7
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
1/8"
AutoCAD SHX Text
NTS
AutoCAD SHX Text
CS-504
AutoCAD SHX Text
NEW CONCRETE
AutoCAD SHX Text
SECOND SAWCUT
AutoCAD SHX Text
FIRST SAWCUT *
AutoCAD SHX Text
* CUT REINFORCEMENT, IF PRESENT
AutoCAD SHX Text
BACKER ROD-DIAMETER EQUAL TO JOINT WIDTH PLUS "18"
AutoCAD SHX Text
SEALANT
AutoCAD SHX Text
NOTE:
AutoCAD SHX Text
CONTRACTION JOINT CAN BE A TOOLED JOINT AT THE OPTION OF THE CONTRACTOR. BACKER ROD AND SEALANT STILL APPLIES
AutoCAD SHX Text
NTS
AutoCAD SHX Text
CS-504
AutoCAD SHX Text
NOTE: REFER TO CS-503 FOR ADDITIONAL INFORMATION
G:\O
K12\0019\S
ite\P
ackage 2 - A
ccessible G
angw
ay\P
k.2 - C
S-505.dw
g, P
lotted: Jul 24, 2019 - 1:23pm
GUARDRAIL AND HANDRAIL DETAILS
1
HANDRAIL DETAIL
LESS THAN
4" CLR TYP
LESS THAN
4" CLR TYP
GUARDRAIL DETAIL
A
BOTTOM RAILSTD 2" DIA (NPS)TYP.
OR JOINTA
A
WHERE
OCCURS
LESS THAN 4"
A-A
A
A
AutoCAD SHX Text
DATE
AutoCAD SHX Text
0
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
FOR REDUCED PLANS - ORIGINAL SCALE IS IN INCHES
AutoCAD SHX Text
SUBMITTED:
AutoCAD SHX Text
SUPERVISING CIVIL ENGINEER
AutoCAD SHX Text
DATE
AutoCAD SHX Text
R.C.E.
AutoCAD SHX Text
EXP.
AutoCAD SHX Text
EXP.
AutoCAD SHX Text
R.C.E.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
MANAGER OF ENGINEERING
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
CHECK
AutoCAD SHX Text
AS BUILT
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BOOK
AutoCAD SHX Text
VERT.
AutoCAD SHX Text
HORIZ.
AutoCAD SHX Text
DEPARTMENT OF PUBLIC WORKS
AutoCAD SHX Text
CITY OF BERKELEY
AutoCAD SHX Text
REVISION
AutoCAD SHX Text
MARK
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
APPROVAL
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
FILE
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
OF
AutoCAD SHX Text
8168
AutoCAD SHX Text
405-211
AutoCAD SHX Text
8
AutoCAD SHX Text
07/24/2019
AutoCAD SHX Text
SURVEY PARTY CHIEF
AutoCAD SHX Text
DEPICTION OF MONUMENTS:
AutoCAD SHX Text
SOUTH COVE ADA ACCESSIBLE GANGWAY PROJECT
AutoCAD SHX Text
DATE
AutoCAD SHX Text
WATERSHED REVIEW:
AutoCAD SHX Text
2000 CENTER STREET SUITE 303 BERKELEY, CA 94704 PHONE: (510) 835-2761 FAX: (510) 842-1579
AutoCAD SHX Text
V
AutoCAD SHX Text
No. C60334
AutoCAD SHX Text
E
AutoCAD SHX Text
Exp. 6/30/20
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
S
AutoCAD SHX Text
T
AutoCAD SHX Text
A
AutoCAD SHX Text
T
AutoCAD SHX Text
I
AutoCAD SHX Text
C
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
T
AutoCAD SHX Text
S
AutoCAD SHX Text
G
AutoCAD SHX Text
E
AutoCAD SHX Text
I
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
R
AutoCAD SHX Text
P
AutoCAD SHX Text
O
AutoCAD SHX Text
F
AutoCAD SHX Text
R
AutoCAD SHX Text
E
AutoCAD SHX Text
A
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
L
AutoCAD SHX Text
F
AutoCAD SHX Text
I
AutoCAD SHX Text
I
AutoCAD SHX Text
R
AutoCAD SHX Text
N
AutoCAD SHX Text
O
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
L
AutoCAD SHX Text
O
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
I
AutoCAD SHX Text
A
AutoCAD SHX Text
N
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
N
AutoCAD SHX Text
I
AutoCAD SHX Text
G
AutoCAD SHX Text
02/27/17
AutoCAD SHX Text
CIVIL DETAILS
AutoCAD SHX Text
CS-505
AutoCAD SHX Text
JJH
AutoCAD SHX Text
JJH
AutoCAD SHX Text
JDV
AutoCAD SHX Text
8
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
GENERAL NOTES: 1.STRUCTURAL PIPES SHALL CONFORM TO ASTM A53, STRUCTURAL PIPES SHALL CONFORM TO ASTM A53, GRADE B (Fy=35 KSI) AND STRUCTURAL STEEL PLATE SHALL CONFORM TO ASTM A36. PIPE SIZES SHOWN ARE NOMINAL PIPE SIZE (NPS), THE ACTUAL OUTSIDE PIPE DIAMETER IS LARGER THAN THE DESIGNATED NPS. 2.STEEL SHALL BE FABRICATED AND ERECTED IN STEEL SHALL BE FABRICATED AND ERECTED IN CONFORMANCE WITH THE LATEST AISC SPECIFICATIONS AND CODE OF STANDARD PRACTICE. 3.WELDING SHALL BE APPROVED E70XX ELECTRODES. WELDING SHALL BE APPROVED E70XX ELECTRODES. WELDING SHALL CONFORM TO APPLICABLE AWS WELDING CODES, LATEST EDITION. 4.ALL STEEL STRUCTURAL COMPONENTS SHALL BE ALL STEEL STRUCTURAL COMPONENTS SHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION. 5.MAXIMUM SPACING OF POSTS SHALL BE 5 FEET ON MAXIMUM SPACING OF POSTS SHALL BE 5 FEET ON STRAIGHT ALIGNMENTS AND 4 FEET ON CURVED ALIGNMENTS LESS THAN 30 FEET RADIUS. SPACING SHALL BE UNIFORM BETWEEN CHANGES IN ALIGNMENT. 6.PROVIDE SLIP JOINTS AT STAIRWAY AND RAMP PROVIDE SLIP JOINTS AT STAIRWAY AND RAMP EXPANSION JOINTS OR AT EVERY 24 FEET ON CENTER MAXIMUM. 7.ALL RAILS AND ANY ADJACENT SURFACES TO IT ALL RAILS AND ANY ADJACENT SURFACES TO IT SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8 IN. 8.ALL FIELD WELDS AS REQUIRED SHALL BE GROUND ALL FIELD WELDS AS REQUIRED SHALL BE GROUND SMOOTH. GALVANIZED COATING SHALL BE REPAIRED AFTER FIELD WELDING. 9.90 DEGREE BEND RADIUS TO THE CENTER OF PIPE 90 DEGREE BEND RADIUS TO THE CENTER OF PIPE SHALL BE WITHIN TWO (2) TO THREE (3) TIMES OF NOMINAL DIAMETER OF THE PIPE. 10.SEE PROJECT PLANS FOR DETAILS OF POST SEE PROJECT PLANS FOR DETAILS OF POST SUPPORTING STRUCTURE 11.CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR REVIEW. 12.PROVIDE EQUAL SPACING OF ALL PICKETS AND PROVIDE EQUAL SPACING OF ALL PICKETS AND POSTS. 13.QUICK SETTING GROUT SHALL BE: QUIKRETE QUICK SETTING GROUT SHALL BE: QUIKRETE COMMERCIAL GRADE FAST SET NON-SHRINK GROUT #1585-09 OR APPROVED EQUAL. 14.WELDS - ALL WELDS SHALL BE MADE WITH A WELDS - ALL WELDS SHALL BE MADE WITH A FILLER MATERIAL ALLOY WHICH WILL PRODUCE A WELD WHICH IS COMPATIBLE IN CORROSION RESISTANCE WITH BASE METAL.
