Suite 100 - Berkeley, California · Suite 100 Davis, California 95618 (530) 756-5905 FAX (530)...

Suite 100 Davis, California 95618

(530) 756-5905FAX (530) 756-5991

2020 Research Park Drive

Suite 100

Davis, California 95618

(530) 756-5905

FAX (530) 756-5991

No. RCE 40722

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REVISION

MARK

DATE

DESCRIPTION

APPROVAL

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CO

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HOSE BIB

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#921 CRAGMONT

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#960 EUCLID

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#958 EUCLID

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#956 EUCLID

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#954 EUCLID

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#908 REGAL

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#906 REGAL

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#904 REGAL

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#900 REGAL

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#901 CRAGMONT

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#911 CRAGMONT

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City Monument

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B1168

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8" SEWER

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8" SEWER

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SURVEY CONTROL POINTS

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CONTROL DATA (U.S. SURVEY FOOT)

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-HORIZONTAL CONTROL IN GROUND VALUES USING AN ASSUMED ORIGIN

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-VERTICAL CONTROL IN CITY OF BERKELEY DATUM

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DESIGNATION

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NORTHING

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EASTING

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ELEVATION

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DESCRIPTION

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CITY MONUMENTS USED

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EXISTING CONTROL USED

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CP 5104

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2153052.3253

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6052745.8547

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736.88

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CROSS ON STEP

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NOTE: THE CONTROL TABLE VALUES CONTAINED HEREIN HAVE BEEN REVIEWED BY A CITY OF BERKELEY SURVEY CHIEF OF PARTY FOR CONFORMITY WITH RECORD INFORMATION ONLY. NO FIELD VERIFICATION OF THIS DATA HAS BEEN PERFORMED BY CITY OF BERKELEY SURVEY CREWS.

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CP 5200

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2152819.6466

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6052745.3700

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725.92

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MAG NAIL IN AC ROADWAY

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B1147, B1148, B1149, CP 5104 AND CP 5200 ARE OUTSIDE OF THE LIMITS SHOWN ON THESE PLANS.

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B1149

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2152618.9274

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6052611.9301

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718.63

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BRASS PIN SIDEWALK WELL MONUMENT

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B1168

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2152928.4138

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6052332.4606

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696.28

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IRON PIN WELL MONUMENT

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B1148

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2152561.1450

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6052499.4960

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714.24

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B1147

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2152412.2040

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6052412.4300

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708.30

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JB 17-019-34A

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STA = 0+35.08

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RIM EL = 678.39

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FL 8" SW 676.60 FL 8" NE 676.60

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EXISTING GRADE

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(E) 6"SS

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REHABILITATE 131± LF SANITARY SEWER

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REHABILITATE EXISTING MANHOLE

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REHABILITATE EXISTING MANHOLE

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REMOVE EXISTING JUNCTION BOX

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REMOVE EXISTING LAMPHOLE & CONSTRUCT STANDARD MANHOLE

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STA: 0+42.08 INSTALL PIER SUPPORT

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STA: 1+26.58 END CASING

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REMOVE EXISTING PIPE SUPPORT, SEE NOTE B (TYP)

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REMOVE EXISTING & CONSTRUCT STANDARD MANHOLE

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SEE SHEET 10 FOR 10 FOR FOR PIER SUPPORT (TYP)

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STA: 0+24.10 BEGIN CASING

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STA: 1+24.08 INSTALL PIER SUPPORT

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SANITARY SEWER LAYOUT

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STATION

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NORTHING

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EASTING

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BEARING

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DISTANCE

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DESCRIPTION

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0+00.00

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2152606.22

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6052225.89

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N24°08'18"E

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35.08

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MH 17-019-34

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0+35.08

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2152638.23

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6052240.24

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N24°58'48"E

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96.20

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MH 17-019-34A

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1+31.28

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2152725.43

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6052280.86

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N14°01'48"E

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74.58

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MH 17-019-35

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2+05.85

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2152797.78

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6052298.94

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N76°59'40"W

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59.67

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MH 17-019-41

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2+65+53

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2152811.21

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6052240.80

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N/A

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N/A

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MH 17-019-42

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DATE

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0

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1

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2

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3

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FOR REDUCED PLANS - ORIGINAL SCALE IS IN INCHES

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SUBMITTED:

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SUPERVISING CIVIL ENGINEER

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DATE

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R.C.E.

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EXP.

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EXP.

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R.C.E.

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DATE

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APPROVED:

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CITY ENGINEER

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DESIGN

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DRAWN

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CHECK

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AS BUILT

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DATE

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BOOK

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VERT.

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HORIZ.

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DEPARTMENT OF PUBLIC WORKS

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CITY OF BERKELEY

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REVISION

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MARK

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DESCRIPTION

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APPROVAL

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SHEET

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FILE

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PLAN

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OF

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8172

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502-673

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13

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DP

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TN

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TMD

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1"=20'

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1"=5'

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05/24/18

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SURVEY CHIEF OF PARTY

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DEPICTION OF MONUMENTS:

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SANITARY SEWER REHABILITATION AND REPLACEMENT

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DATE

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WATERSHED REVIEW:

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DATE

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PROJECT MANAGER:

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EUCLID AVE/REGAL RD BACKLINE

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06/28/19

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Exp. 3-31-21

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FOR CITY USE ONLY

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REFERENCE SEWER MAP NO.

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%%U411

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4

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PROFILE

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PLAN

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NOTES: : 1.FOR GENERAL NOTES SEE SHEET 2 OF THE PLANS. FOR GENERAL NOTES SEE SHEET 2 OF THE PLANS. 2.CONTRACTOR IS RESPONSIBLE FOR REPAIR OR DAMAGE CONTRACTOR IS RESPONSIBLE FOR REPAIR OR DAMAGE CAUSED TO PUBLIC AND PRIVATE PROPERTY AS A RESULT OF THEIR OWN CONSTRUCTION WORK. EXISTING IMPROVEMENTS INCLUDING PAVEMENT, CONCRETE, CURB, GUTTER, SIDEWALK, LANDSCAPING, IRRIGATION SYSTEM, ETC. DAMAGED OR REMOVED DURING CONSTRUCTION SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY AND THE HOMEOWNER AT NO ADDITIONAL COST TO THE CITY. 3.LOCATE, RECONSTRUCT, EXTEND, AND CONNECT ACTIVE LOCATE, RECONSTRUCT, EXTEND, AND CONNECT ACTIVE LATERALS TO NEW SEWER MAIN. REMOVE EXISTING CLEANOUTS AND PROVIDE TWO-WAY CLEANOUTS WITH RISER, FRAME, CONCRETE COLLAR AND COVER. 4.LOWER LATERALS SHALL BE HDPE DR-17. LOWER LATERALS SHALL BE HDPE DR-17. 5.RECONSTRUCT CITY MONUMENTS DISTURBED BY SEWER RECONSTRUCT CITY MONUMENTS DISTURBED BY SEWER INSTALLATION. REFER TO STANDARD DETAIL PLAN NOS. 8090 AND 8091 OF THE SPECIFICATIONS. 6.IN ACCORDANCE WITH SPECIAL CONDITION NO. 13 IN THE IN ACCORDANCE WITH SPECIAL CONDITION NO. 13 IN THE SPECIAL PROVISIONS, PRIOR TO PIPE-BURSTING, CONTRACTOR SHALL POTHOLE AND VERIFY THE LOCATION AND DEPTH OF EXISTING STORM DRAINS, SANITARY SEWER MAINS, SEWER LATERALS, AND OTHER UTILITIES OR CONDUITS TO CONFIRM CLEARANCE TO THE WORK BEING PERFORMED. IF CLEARANCE IS LESS THAN 12 INCHES OR IF THERE IS AN EXISTING CONCRETE SADDLE AT THE CROSSING, NOTIFY ENGINEER IMMEDIATELY PRIOR TO CONTINUING WORK. 7.ANY WORK THAT TAKES PLACE WITHIN THE DRIPLINE OF ANY WORK THAT TAKES PLACE WITHIN THE DRIPLINE OF PROTECTED TREES, INCLUDING PRUNING OF LIVING LIMBS OR ROOTS OVER 2-INCHES IN DIAMETER, SHALL BE DONE UNDER THE DIRECT SUPERVISION OF THE ISA-CERTIFIED ARBORIST PROVIDED BY THE CITY. ALL TREE PROTECTION MEASURES SHALL BE IN CONFORMANCE WITH THE BIOLOGICAL RESOURCES ASSESSMENT PREPARED BY FOOTHILL ASSOCIATES DATED OCTOBER 30, 2017. 8.ALL NEW OR REHABILITATED MANHOLES SHALL HAVE BOLT ALL NEW OR REHABILITATED MANHOLES SHALL HAVE BOLT DOWN COVERS IN CONFORMANCE WITH CITY SPECIFICATIONS.

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NOTES: : A.REHABILITATE 60 LF SANITARY SEWER REHABILITATE 60± LF SANITARY SEWERINCREASING PIPE SIZE FROM 6-INCH TO 8-INCH (MANHOLE TO MANHOLE) (METHOD "B"). B.CONTRACTOR SHALL REMOVE EXISTING WOOD CONTRACTOR SHALL REMOVE EXISTING WOOD AND METAL PIPE SUPPORTS LOCATED WITHIN CDFW JURISDICTIONAL LIMITS, BUT DISCONNECT AND ABANDON IN PLACE PIPE SUPPORTS LOCATED WITHIN THE WATERS OF THE U.S. AND WATERS OF THE U.S. AND STATE (OHWM). EXISTING CONCRETE FOOTINGS . EXISTING CONCRETE FOOTINGS TO BE ABANDONED IN PLACE. SEE DETAIL A/7 7 FOR EXISTING SUPPORT LAYOUT. C.REHABILITATE 30 LF SANITARY SEWER REHABILITATE 30± LF SANITARY SEWERINCREASING PIPE SIZE FROM 6-INCH TO 8-INCH (METHOD "C"). CONSTRUCT 101± LF8-INCH SANITARY SEWER IN 24-INCH SCH 40 STL CASING.

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NEW PIER SUPPORT, SEE STRUCTURAL DRAWINGS

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NEW PIER SUPPORT, SEE STRUCTURAL DRAWINGS

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ALIGN C SEE SHEET 6

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ALIGN B SEE SHEET 5

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EXISTING CREEK BED

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CDFW JURISDICTION LIMITS

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WATERS OF THE U.S. AND STATE (OHWM)

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EXISTING FENCE

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ALIGNMENT A

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EXISTING FENCE

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EXISTING FENCE

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EXISTING FENCE

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EXISTING FENCE

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SANITARY SEWER OFFSET TO

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ADDRESS

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SEWER OFFSET TO (FEET)

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911 CRAGMONT

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0

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901 CRAGMONT

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0.25'-1.76' L

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958 EUCLID

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0

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956 EUCLID

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0.25'-1.16' L

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900 REGAL

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2.19' L

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904 REGAL

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1.83'-2.16 L

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REMOVE EXISTING JUNCTION BOX

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1

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1

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1

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6/19

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RELOCATION OF UPSTREAM CASING PIER

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JDG


(530) 756-5905FAX (530) 756-5991

⅊


(530) 756-5905FAX (530) 756-5991

C

SCALE: 1"=1'-0"

TRENCH DETAIL WHERE COVER < 2'


(530) 756-5905FAX (530) 756-5991

DETAIL

ALIGNMENT A CREEK CROSSING - EXISTING SUPPORTS

-

DETAIL

ALIGNMENT B CREEK CROSSING - EXISTING SUPPORTS

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STAINLESS STEEL:

DESIGN CRITERIA:

GENERAL: CONCRETE AND REINFORCING STEEL:

2020 Research Park DriveSuite 100 Davis, California 95618

(530) 756-5905FAX (530) 756-5991

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1. FABRICATION, ERECTION AND MATERIALS SHALL CONFORM TO THE SPECIFICATIONS AND STANDARDS OF THE FABRICATION, ERECTION AND MATERIALS SHALL CONFORM TO THE SPECIFICATIONS AND STANDARDS OF THE AISC, AS CONTAINED IN THE "AISC 360-05 SPECIFICATIONS OF STRUCTURAL STEEL BUILDINGS" & THE "AISC MANUAL OF STEEL CONSTRUCTION", THIRTEENTH EDITION. 2. ALL W, L, HSS AND PLATES SHALL BE STAINLESS STEEL 316 AND CONFORM WITH ASTM A276. ALL W, L, HSS AND PLATES SHALL BE STAINLESS STEEL 316 AND CONFORM WITH ASTM A276. 3. WELDING SHALL BE DONE BY THE ELECTRIC ARC PROCESS IN ACCORDANCE WITH AMERICAN WELDING SOCIETY WELDING SHALL BE DONE BY THE ELECTRIC ARC PROCESS IN ACCORDANCE WITH AMERICAN WELDING SOCIETY STANDARDS, USING ONLY CERTIFIED WELDERS. ALL GROOVE WELDS SHALL HAVE COMPLETE PENETRATION UNLESS NOTED OTHERWISE. ALL EXPOSED WELDS SHALL BE GROUND. WELDING BETWEEN 304 STAINLESS STEEL AND CARBON STEEL SHALL USE 309 FILLER METAL. 4. ALL STEEL SHALL BE ERECTED PLUMB AND TRUE TO LINE. TEMPORARY BRACING SHALL BE ALL STEEL SHALL BE ERECTED PLUMB AND TRUE TO LINE. TEMPORARY BRACING SHALL BE INSTALLED AND SHALL BE LEFT IN PLACE UNTIL OTHER MEANS ARE PROVIDED TO ADEQUATELY BRACE THESTRUCTURE. 5. PLACE NON-SHRINK GROUT UNDER ALL BASE PLATES BEFORE ADDING VERTICAL LOAD. NON-SHRINK GROUT PLACE NON-SHRINK GROUT UNDER ALL BASE PLATES BEFORE ADDING VERTICAL LOAD. NON-SHRINK GROUT SHALL BE MASTERFLOW 928 GROUT BY MASTER BUILDERS TECHNOLOGIES OR APPROVED EQUAL WITH A MINIMUM F'c OF 7500 PSI @ 28 DAYS. c OF 7500 PSI @ 28 DAYS. OF 7500 PSI @ 28 DAYS. 6. BOLTED CONNECTIONS AND THREADED PARTS SHALL CONSIST OF STAINLESS STEEL 304 AND CONFORM TO BOLTED CONNECTIONS AND THREADED PARTS SHALL CONSIST OF STAINLESS STEEL 304 AND CONFORM TO ASTM F-593 UNLESS NOTED OTHERWISE. 7. HOLES FOR UNFINISHED BOLTS SHALL BE OF THE SAME NOMINAL DIAMETER OF THE BOLT PLUS ". USE HOLES FOR UNFINISHED BOLTS SHALL BE OF THE SAME NOMINAL DIAMETER OF THE BOLT PLUS ". USE 116". USE STANDARD AISC GAGE AND PITCH FOR BOLTS EXCEPT AS NOTED OTHERWISE. 8. HOLES FOR ANCHOR BOLTS EMBEDDED IN CONCRETE SHALL BE OF THE SAME NOMINAL BOLT DIAMETER PLUS HOLES FOR ANCHOR BOLTS EMBEDDED IN CONCRETE SHALL BE OF THE SAME NOMINAL BOLT DIAMETER PLUS 316" UNLESS NOTED OTHERWISE.

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CODE: 2016 CALIFORNIA BUILDING CODE (CBC) EARTHQUAKE DESIGN PARAMETERS: 1. SEISMIC IMPORTANCE FACTOR IE= 1.25 SEISMIC IMPORTANCE FACTOR IE= 1.25 IE= 1.25 E= 1.25 = 1.25 1.25 2. RISK CATEGORY III RISK CATEGORY III III 3. SOIL SITE CLASSIFICATION D SOIL SITE CLASSIFICATION D D 4. SEISMIC DESIGN CATEGORY E SEISMIC DESIGN CATEGORY E E 5. DESIGN SPECTRAL RESPONSE ACCEL DESIGN SPECTRAL RESPONSE ACCEL A. SHORT PERIOD SDS= 1.59 SHORT PERIOD SDS= 1.59 SDS= 1.59 DS= 1.59 = 1.59 1.59 B. I-SEC PERIOD SDI= 0.99 I-SEC PERIOD SDI= 0.99 SDI= 0.99 DI= 0.99 = 0.99 0.99 6. RESPONSE MODIFICATION FACTOR R= 3 RESPONSE MODIFICATION FACTOR R= 3 R= 3 3 7. ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCEANALYSIS PROCEDURE EQUIVALENT LATERAL FORCEEQUIVALENT LATERAL FORCE

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1. INTERPRETATION OF DRAWINGS & SPECIFICATIONS INTERPRETATION OF DRAWINGS & SPECIFICATIONS A. FOR CONVENIENCE, SPECIFICATIONS HAVE BEEN PREPARED FOR THIS PROJECT AND ARE ARRANGED IN FOR CONVENIENCE, SPECIFICATIONS HAVE BEEN PREPARED FOR THIS PROJECT AND ARE ARRANGED IN SEVERAL SECTIONS, BUT SUCH SEPARATION SHALL NOT BE CONSIDERED AS THE LIMITS OF THE WORK REQUIRED BY ANY SEPARATE TRADE. THE TERMS AND CONDITIONS OF SUCH LIMITATIONS ARE WHOLLY BETWEEN THE CONTRACTOR AND HIS SUBCONTRACTORS. B. IN GENERAL, THE WORKING DETAILS WILL INDICATE DIMENSIONS, POSITIONS AND KIND OF CONSTRUCTION, IN GENERAL, THE WORKING DETAILS WILL INDICATE DIMENSIONS, POSITIONS AND KIND OF CONSTRUCTION, AND THE SPECIFICATIONS WILL INDICATE QUALITIES AND METHODS. ANY WORK INDICATED ON THE WORKING DETAILS MENTIONED BUT NOT IN THE SPECIFICATIONS, OR VICE VERSA, SHALL BE FURNISHED AS THOUGH FULLY SET FORTH IN BOTH. WORK NOT PARTICULARLY DETAILED, MARKED OR SPECIFIED, SHALL BE THE SAME AS SIMILAR PARTS THAT ARE DETAILED, MARKED OR SPECIFIED. IF CONFLICTS OCCUR BETWEEN DRAWINGS AND SPECIFICATIONS, THE MOST EXPENSIVE MATERIALS OR METHODS WILL PREVAIL. C. SHOULD AN ERROR APPEAR IN THE WORKING DETAILS OR SPECIFICATIONS OR IN WORK DONE BY SHOULD AN ERROR APPEAR IN THE WORKING DETAILS OR SPECIFICATIONS OR IN WORK DONE BY OTHERS AFFECTING THIS WORK, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT ONCE AND IN WRITING. IF THE CONTRACTOR PROCEEDS WITH THE WORK SO AFFECTED WITHOUT HAVING GIVEN SUCH WRITTEN NOTICE AND WITHOUT RECEIVING THE NECESSARY APPROVAL, DECISION OR INSTRUCTION IN WRITING FROM THE OWNER, THEN HE SHALL HAVE NO VALID CLAIM AGAINST THE OWNER, FOR THE COST OF SO PROCEEDING AND SHALL MAKE GOOD ANY RESULTING DAMAGE OR DEFECT. NO VERBAL APPROVAL, DECISION, OR INSTRUCTION SHALL BE VALID OR BE THE BASIS FOR ANY CLAIM AGAINST THE OWNER, ITS OFFICERS, EMPLOYEES, OR AGENTS. THE FOREGOING INCLUDES TYPICAL ERRORS IN THE SPECIFICATIONS OR NOTATIONAL ERRORS IN THE WORKING DETAILS WHERE THE INTERPRETATION IS DOUBTFUL OR WHERE THE ERROR IS SUFFICIENTLY APPARENT AS TO PLACE A REASONABLY PRUDENT CONTRACTOR ON NOTICE THAT, SHOULD HE ELECT TO PROCEED, HE IS DOING SO AT HIS OWN RISK. 2. CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF 2016 CBC AND ALL APPLICABLE CODES AND CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF 2016 CBC AND ALL APPLICABLE CODES AND REGULATIONS. 3. SHOP DRAWING NOTE: SHOP DRAWING NOTE: A. SHOP DRAWINGS SHALL BE SUBMITTED IN THE FORM OF ONE REPRODUCIBLE AND TWO COPIES OF EACH SHOP DRAWINGS SHALL BE SUBMITTED IN THE FORM OF ONE REPRODUCIBLE AND TWO COPIES OF EACH SHEET. B. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE STRUCTURAL ENGINEER THAT HE UNDERSTANDS THE DESIGN CONCEPT BY INDICATING WHICH MATERIALS HE INTENDS TO FURNISH AND INSTALL, AND BY DETAILING THE FABRICATION AND INSTALLATION METHODS HE INTENDS TO USE. C. PRIOR TO FABRICATION, SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW TO THE STRUCTURAL PRIOR TO FABRICATION, SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW TO THE STRUCTURAL ENGINEER. SHOP DRAWING SUBMITTALS SHALL INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO CONCRETE MIX DESIGNS, STRUCTURAL STEEL, REINFORCING STEEL, MASONRY UNITS, GROUT MIX DESIGNS, GLUED LAMINATED BEAMS, AND PRE-FABRICATED WOOD ROOF FRAMING ITEMS SUCH AS I-JOISTS AND TRUSSES WHERE THESE ELEMENTS ARE INDICATED ON THE DRAWINGS. D. PRIOR TO SUBMISSION THE CONTRACTOR SHALL REVIEW ALL SUBMITTALS FOR CONFORMANCE WITH THE PRIOR TO SUBMISSION THE CONTRACTOR SHALL REVIEW ALL SUBMITTALS FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS AND SHALL STAMP SUBMITTALS AS BEING "REVIEWED FOR CONFORMANCE" E. SHOP DRAWING SUBMITTALS PROCESSED BY THE STRUCTURAL ENGINEER ARE NOT CHANGE ORDERS. SHOP DRAWING SUBMITTALS PROCESSED BY THE STRUCTURAL ENGINEER ARE NOT CHANGE ORDERS. F. ANY DETAIL ON THE SHOP DRAWING THAT DEVIATES FROM THE CONTRACT DOCUMENTS SHALL CLEARLY ANY DETAIL ON THE SHOP DRAWING THAT DEVIATES FROM THE CONTRACT DOCUMENTS SHALL CLEARLY BE MARKED WITH THE NOTE "THIS IS A CHANGE". G. SHOP DRAWINGS OR CALCULATIONS SUBMITTED FOR REVIEW THAT REQUIRE RESUBMITTAL FOR RE-REVIEW SHOP DRAWINGS OR CALCULATIONS SUBMITTED FOR REVIEW THAT REQUIRE RESUBMITTAL FOR RE-REVIEW SHALL BE BILLED HOURLY FOR SUCH TIME TO THE GENERAL CONTRACTOR. RE-REVIEW WILL NOT PROCEED WITHOUT WRITTEN APPROVAL FROM THE GENERAL CONTRACTOR FOR ADDITIONAL ENGINEERING REVIEW SERVICES. 4. SAFETY NOTE: SAFETY NOTE: A. IT IS THE CONTRACTORS RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS, AS THEY APPLY TO IT IS THE CONTRACTORS RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS, AS THEY APPLY TO THIS PROJECT, OF THE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE STATE OF CALIFORNIA LATEST EDITION, AND ALL OSHA REQUIREMENTS. B. THE OWNER AND THE STRUCTURAL ENGINEER DO NOT ACCEPT ANY RESPONSIBILITY FOR THE THE OWNER AND THE STRUCTURAL ENGINEER DO NOT ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH THESE REQUIREMENTS. C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DESIGN AND CONSTRUCTION OF ALL FORMS THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DESIGN AND CONSTRUCTION OF ALL FORMS AND SHORING REQUIRED. 5. THE CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER WHERE A CONFLICT OR A DISCREPANCY OCCURS THE CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER WHERE A CONFLICT OR A DISCREPANCY OCCURS BETWEEN THE STRUCTURAL DRAWINGS AND ANY OTHER PORTION OF THE CONTRACT DOCUMENTS OR EXISTING FIELD CONDITIONS. SUCH NOTIFICATION SHALL BE GIVEN IN DUE TIME SO AS NOT TO AFFECT THE CONSTRUCTION SCHEDULE. CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH STRUCTURAL DRAWINGS PRIOR TO COMMENCING ANY WORK. 6. WHERE NO SPECIFIC DETAIL IS SHOWN, THE CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO THAT WHERE NO SPECIFIC DETAIL IS SHOWN, THE CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO THAT INDICATED FOR LIKE CASES OF CONSTRUCTION ON THIS PROJECT. SHOULD THERE BE ANY QUESTION, CONTACT THE STRUCTURAL ENGINEER PRIOR TO PROCEEDING. 7. WHEN CONSTRUCTION ATTACHES TO AN EXISTING BUILDING, A COMPLETE SET OF DRAWINGS OF THE EXISTING WHEN CONSTRUCTION ATTACHES TO AN EXISTING BUILDING, A COMPLETE SET OF DRAWINGS OF THE EXISTING BUILDING SHALL BE KEPT ON THE JOB SITE. CONTRACTOR TO OBTAIN THESE DRAWINGS FROM THE OWNER. 8. ANY SUBSTITUTIONS FOR STRUCTURAL MEMBERS, HARDWARE, OR DETAILS SHALL BE REVIEWED BY THE ANY SUBSTITUTIONS FOR STRUCTURAL MEMBERS, HARDWARE, OR DETAILS SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER. SUCH REVIEW WILL BE BILLED ON A TIME AND MATERIALS BASIS TO THE GENERAL CONTRACTOR WITH NO GUARANTEE THAT THE SUBSTITUTION WILL BE ALLOWED. 9. DO NOT SCALE DRAWINGS. CONTACT THE STRUCTURAL ENGINEER FOR ANY DIMENSIONS NOT SHOWN. DO NOT SCALE DRAWINGS. CONTACT THE STRUCTURAL ENGINEER FOR ANY DIMENSIONS NOT SHOWN. 10. THESE DRAWINGS ARE NOT COMPLETE UNTIL REVIEWED AND ACCEPTED BY THE LOCAL BUILDING OFFICIAL AND THESE DRAWINGS ARE NOT COMPLETE UNTIL REVIEWED AND ACCEPTED BY THE LOCAL BUILDING OFFICIAL AND SIGNED BY THE OWNER AND THE STRUCTURAL ENGINEER. 11. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE STRUCTURAL ENGINEER AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF THE STRUCTURAL ENGINEER. 12. THE STRUCTURE SHOWN ON THESE DRAWINGS IS STRUCTURALLY SOUND ONLY IN ITS COMPLETED FORM. THE THE STRUCTURE SHOWN ON THESE DRAWINGS IS STRUCTURALLY SOUND ONLY IN ITS COMPLETED FORM. THE STABILITY OF THIS STRUCTURE DEPENDS ON THE DIAPHRAGMS AND THE BRACING MEMBERS SHOWN. THE CONTRACTOR IS TO PROVIDE FOR THE DESIGN AND CONSTRUCTION OF SHORING FOR ALL EARTH, FORMS, CONCRETE, STEEL, WOOD, AND MASONRY TO RESIST GRAVITY, EARTH, WIND, SEISMIC, AND CONSTRUCTION SHORING SHALL REMAIN IN PLACE UNTIL ALL DIAPHRAGMS AND LATERAL RESISTING ELEMENTS ARE IN PLACE IN THEIR ENTIRETY.

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1. CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-14 & ACI 350. CONCRETE CONSTRUCTION SHALL CONFORM TO ACI 318-14 & ACI 350. 2. THE MINIMUM 28 DAY STRENGTH AND TYPE OF CONCRETE SHALL BE AS FOLLOWS: THE MINIMUM 28 DAY STRENGTH AND TYPE OF CONCRETE SHALL BE AS FOLLOWS: CONCRETE 145 PCF 145 PCF PCF F'c= 3,500 PSI (MINIMUM 6 SACKS CEMENT PER CU. YD.). c= 3,500 PSI (MINIMUM 6 SACKS CEMENT PER CU. YD.). = 3,500 PSI (MINIMUM 6 SACKS CEMENT PER CU. YD.). 3,500 PSI (MINIMUM 6 SACKS CEMENT PER CU. YD.). PSI (MINIMUM 6 SACKS CEMENT PER CU. YD.). 3. ALL CONCRETE SHALL BE READY-MIX IN ACCORDANCE WITH ASTM-C94. ALL CONCRETE SHALL BE READY-MIX IN ACCORDANCE WITH ASTM-C94. 4. CONCRETE MIX DESIGN SHALL BE REVIEWED BY THE OWNER'S TESTING LABORATORY AND SUBMITTED TO THE CONCRETE MIX DESIGN SHALL BE REVIEWED BY THE OWNER'S TESTING LABORATORY AND SUBMITTED TO THE STRUCTURAL ENGINEER FOR APPROVAL. SELECTION OF CONCRETE MIX PROPORTIONS SHALL BE PER 2016 CBC SECTION 1903. 5. CEMENT SHALL CONFORM TO ASTM C-150 TYPE V. CEMENT SHALL CONFORM TO ASTM C-150 TYPE V. 6. CONCRETE AGGREGATES: NATURAL SAND AND ROCK AGGREGATES CONFORMING TO ASTM C-33. CONCRETE AGGREGATES: NATURAL SAND AND ROCK AGGREGATES CONFORMING TO ASTM C-33. 7. REINFORCING SHALL CONFORM TO ASTM A706 GRADE 60. REINFORCING SHALL CONFORM TO ASTM A706 GRADE 60. 8. WELDING OF REINFORCING STEEL SHALL CONFORM TO AWS D1.4 USING PROPER LOW HYDROGEN ELECTRODES. WELDING OF REINFORCING STEEL SHALL CONFORM TO AWS D1.4 USING PROPER LOW HYDROGEN ELECTRODES. TACK WELDING TO REBAR IS STRICTLY PROHIBITED. SEE "REBAR WELDING". 9. REINFORCING STEEL SHALL BE DETAILED, FABRICATED, AND INSTALLED ACCORDING TO "MANUAL OF STANDARD REINFORCING STEEL SHALL BE DETAILED, FABRICATED, AND INSTALLED ACCORDING TO "MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" BY CRSI. 10. WIRE FABRIC SHALL CONFORM TO ASTM A-1064. WIRE FABRIC SHALL CONFORM TO ASTM A-1064. 11. DIMENSIONS SHOWN FOR LOCATION OF REINFORCING ARE TO THE FACE OF MAIN BARS AND DENOTE CLEAR DIMENSIONS SHOWN FOR LOCATION OF REINFORCING ARE TO THE FACE OF MAIN BARS AND DENOTE CLEAR COVERAGE. UNLESS OTHERWISE NOTED, CONCRETE COVERAGE SHALL BE AS FOLLOWS: CONCRETE DEPOSITED DIRECTLY AGAINST GROUND (EXCEPT SLABS) 3" 3" FORMED CONCRETE EXPOSED TO WEATHER OR GROUND OR LIQUID #6 AND LARGER 2" 2" #5 AND SMALLER 2" 2" BEAMS (TOP BARS) 1 " 1 " 12" BEAMS (ALL OTHER MAIN REINFORCING) 2" 2" COLUMN MAIN REINFORCING 2" 2" WALLS AND SLABS (INTERIOR DRY FACES) " 34" SLABS ON GROUND WITH ONE LAYER OF REINFORCEMENT POSITION IN CENTER OF SLAB POSITION IN CENTER OF SLAB 12. REINFORCING STEEL PLACEMENT: REINFORCING STEEL PLACEMENT: A. ALL BARS SHOWN WITH LAPS OR SPLICES SHALL HAVE MIN LAP LENGTH UNLESS OTHERWISE NOTED. ALL BARS SHOWN WITH LAPS OR SPLICES SHALL HAVE MIN LAP LENGTH UNLESS OTHERWISE NOTED. B. DOWEL ALL VERTICAL REBAR IN WALLS AND COLUMNS FROM FOUNDATION WITH SAME SIZE AND SPACING AS DOWEL ALL VERTICAL REBAR IN WALLS AND COLUMNS FROM FOUNDATION WITH SAME SIZE AND SPACING AS VERTICAL BARS. C. SPLICES IN ADJACENT BARS SHALL BE NOT LESS THAN 5'-0" APART. SPLICES IN ADJACENT BARS SHALL BE NOT LESS THAN 5'-0" APART. D. SPLICE CONTINUOUS BARS IN SOIL-BEARING GRADE BEAMS AS FOLLOWS: BOTTOM BARS AT MID-SPAN, TOP SPLICE CONTINUOUS BARS IN SOIL-BEARING GRADE BEAMS AS FOLLOWS: BOTTOM BARS AT MID-SPAN, TOP BARS AT CENTERLINE OF SUPPORT, UNLESS NOTED OTHERWISE. E. SPLICE CONTINUOUS BARS IN BEAMS, SPANDRELS, WALL BEAMS ETC. AS FOLLOWS: BOTTOM BARS AT SPLICE CONTINUOUS BARS IN BEAMS, SPANDRELS, WALL BEAMS ETC. AS FOLLOWS: BOTTOM BARS AT CENTERLINE OF SUPPORT, TOP BARS AT MIDSPAN, UNLESS NOTED OTHERWISE. F. REINFORCING BARS SHALL BE RUN IN A MANNER THAT FORMS A CONTINUOUS SYSTEM OF BARS TYING ALL REINFORCING BARS SHALL BE RUN IN A MANNER THAT FORMS A CONTINUOUS SYSTEM OF BARS TYING ALL PARTS OF THE STRUCTURE TOGETHER. EXTEND ALL REINFORCING BARS AS FAR AS POSSIBLE IN EACH CONCRETE MEMBER AND TERMINATE BAR TO PROVIDE 2" OF CONCRETE COVER END OF BAR OR FACE OR BEND. G. BEAM STIRRUPS AND COLUMN TIES SHALL HOOK 135 DEGREES AROUND A CORNER BAR UNLESS NOTED BEAM STIRRUPS AND COLUMN TIES SHALL HOOK 135 DEGREES AROUND A CORNER BAR UNLESS NOTED OTHERWISE. 13. GENERAL: GENERAL: A. NO PIPES OR DUCTS SHALL BE PLACED IN CONCRETE SLABS, BEAMS, WALLS OR GRADE BEAMS UNLESS NO PIPES OR DUCTS SHALL BE PLACED IN CONCRETE SLABS, BEAMS, WALLS OR GRADE BEAMS UNLESS SPECIFICALLY DETAILED. B. REFER TO ARCHITECTURAL, STRUCTURAL, ELECTRICAL AND MECHANICAL DRAWINGS FOR ALL OPENINGS, FLANGES, REFER TO ARCHITECTURAL, STRUCTURAL, ELECTRICAL AND MECHANICAL DRAWINGS FOR ALL OPENINGS, FLANGES, MOULDS, GROOVES, CLIPS AND GROUNDS TO BE CAST IN CONCRETE. 14. CONSTRUCTION JOINTS SHALL BE MADE ROUGH AND ALL LAITANCE REMOVED FROM THE SURFACE. CONCRETE CONSTRUCTION JOINTS SHALL BE MADE ROUGH AND ALL LAITANCE REMOVED FROM THE SURFACE. CONCRETE MAY BE ROUGHENED BY CHIPPING THE ENTIRE SURFACE, SANDBLASTING, OR HOSING THE SURFACE 4 TO 6 HOURS AFTER THE POUR WITH A FINE SPRAY. 15. REMOVE ALL DEBRIS FROM THE FORMS BEFORE PLACING ANY CONCRETE. REMOVE ALL DEBRIS FROM THE FORMS BEFORE PLACING ANY CONCRETE. 16. REINFORCING, DOWELS, BOLTS, ANCHORS, SLEEVES, ETC. TO BE EMBEDDED IN CONCRETE SHALL BE REINFORCING, DOWELS, BOLTS, ANCHORS, SLEEVES, ETC. TO BE EMBEDDED IN CONCRETE SHALL BE SECURELY POSITIONED BEFORE PLACING CONCRETE. OBTAIN APPROVAL OF ALL AFFECTED TRADES PRIOR TO PLACING CONCRETE. 17. MAXIMUM FREE FALL OF CONCRETE SHALL BE 3'-0". MAXIMUM FREE FALL OF CONCRETE SHALL BE 3'-0". 18. WALLS SHALL BE PLACED IN HORIZONTAL LAYERS OF 2'-0" MAX DEPTH. WALLS SHALL BE PLACED IN HORIZONTAL LAYERS OF 2'-0" MAX DEPTH. 19. CONCRETE IN WALLS, PIERS, OR COLUMNS SHALL SET AT LEAST 2 HOURS BEFORE PLACING CONCRETE IF IT CONCRETE IN WALLS, PIERS, OR COLUMNS SHALL SET AT LEAST 2 HOURS BEFORE PLACING CONCRETE IF IT SUPPORTS BEAMS, SPANDRELS, OR SLABS. 20. REINFORCE ALL SLABS ON GRADE AS SHOWN ON DRAWINGS. REINFORCE ALL SLABS ON GRADE AS SHOWN ON DRAWINGS. 21. HORIZONTAL WALL BARS IN DOUBLE LAYER WALLS SHALL BE STAGGERED. USE #2 SPREADERS APPROXIMATELY HORIZONTAL WALL BARS IN DOUBLE LAYER WALLS SHALL BE STAGGERED. USE #2 SPREADERS APPROXIMATELY EVERY THIRD INTERSECTION EACH DIRECTION FOR ALL DOUBLE LAYER WALLS. PLACE SPREADERS IN VERTICAL LINES WITH FORM TIES. 22. NO WOOD SPREADERS ARE ALLOWED. NO WOOD STAKES ARE ALLOWED IN AREAS TO BE CONCRETED. NO WOOD SPREADERS ARE ALLOWED. NO WOOD STAKES ARE ALLOWED IN AREAS TO BE CONCRETED. 23. MINIMUM WALL REINFORCING FOR TEMPERATURE AND SHRINKAGE CONTROL ARE: MINIMUM WALL REINFORCING FOR TEMPERATURE AND SHRINKAGE CONTROL ARE: WALL THICKNESS SINGLE LAYER DOUBLE LAYER SINGLE LAYER DOUBLE LAYER DOUBLE LAYER 7" OR LESS #4 @ 12" CC EW #4 @ 12" CC EW 8" #4 @ 10" CC EW #4 @ 10" CC EW 9" AND 10" #4 @ 16" CC EW #4 @ 16" CC EW 11" AND 12" #4 @ 12" CC EW #4 @ 12" CC EW 24. NOTIFY THE ENGINEER 48 HOURS PRIOR TO PLACING CONCRETE. NOTIFY THE ENGINEER 48 HOURS PRIOR TO PLACING CONCRETE. 25. REINFORCEMENT LAP SPLICE LENGTHS ARE: REINFORCEMENT LAP SPLICE LENGTHS ARE: TOP BARS OTHER BARS OTHER BARS #6 AND SMALLER 75db 57db 75db 57db 57db #7 AND LARGER 93db 72db 93db 72db 72db A. SPLICE LENGTHS SHOWN APPLY TO NORMAL WEIGHT CONCRETE WITH UNCOATED, GRADE 60 REINFORCING. SPLICE LENGTHS SHOWN APPLY TO NORMAL WEIGHT CONCRETE WITH UNCOATED, GRADE 60 REINFORCING. B. TOP REINFORCING IS HORIZONTAL REINFORCING WITH MORE THAN 12" OF CONCRETE BELOW THE SPLICE. TOP REINFORCING IS HORIZONTAL REINFORCING WITH MORE THAN 12" OF CONCRETE BELOW THE SPLICE. C. INCREASE LAP LENGTHS BY 30% IF LIGHTWEIGHT CONCRETE IS USED. INCREASE LAP LENGTHS BY 30% IF LIGHTWEIGHT CONCRETE IS USED. D. WHERE CLEAR SPACING OF BARS IS LESS THAN 2 db OR WHERE CLEAR COVER IS LESS THAN 1 db INCREASE WHERE CLEAR SPACING OF BARS IS LESS THAN 2 db OR WHERE CLEAR COVER IS LESS THAN 1 db INCREASE LAP LENGTHS BY 50%, UNO. E. WHERE 25.3 AND 25.4 OCCUR TOGETHER INCREASE LAP SPLICE LENGTH BY 100%, UNO WHERE 25.3 AND 25.4 OCCUR TOGETHER INCREASE LAP SPLICE LENGTH BY 100%, UNO 26. MAXIMUM SPACING OF WALL CONST. JOINTS IS 30ft.MAXIMUM SPACING OF WALL CONST. JOINTS IS 30ft.

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DATE

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0

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1

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SUBMITTED:

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DATE

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R.C.E.

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EXP.

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EXP.

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R.C.E.

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DATE

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APPROVED:

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CITY ENGINEER

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DESIGN

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DRAWN

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CHECK

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AS BUILT

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DATE

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BOOK

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VERT.

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HORIZ.

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CITY OF BERKELEY

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REVISION

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MARK

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DATE

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DESCRIPTION

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APPROVAL

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SHEET

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FILE

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PLAN

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OF

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13

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BF

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TN

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TMD

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AS SHOWN

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AS SHOWN

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DATE

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WATERSHED REVIEW:

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DATE

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PROJECT MANAGER:

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8172

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502-673

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STRUCTURAL NOTES

Brad.Friederichs

signature

ABBREVIATIONS: STATEMENT OF SPECIAL INSPECTIONS AND TESTING:


(530) 756-5905FAX (530) 756-5991

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REQUIREMENTS

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REQMT'S

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MTG

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MOUNTING

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EQUIP

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EQUIPMENT

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ADDNL

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ADDITIONAL

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AB

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AGGREGATE BASE, ANCHOR BOLT

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AL

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ALUMINUM

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ARCH

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BETWEEN

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BETW

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BEVELLED

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BEV

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WOOD BLOCKING

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BLKG

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BEAM

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BM

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BOTTOM

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BOTT

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BEARING

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BRG

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CHECKERED PLATE

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CHKD PL

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CLEAR

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CLR

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ARCHITECTURAL

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CENTERLINE

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CC

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CENTER TO CENTER

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CMU

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CONCRETE MASONRY UNIT

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COL

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COLUMN

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CONC

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CONCRETE

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CONSTR JT

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CONSTRUCTION JOINT

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CONT

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CONTINUOUS

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CJ

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CONTROL JOINT, CONTRACTION JOINT

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db

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BAR DIAMETER

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DIA

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DIAMETER

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DIM

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DIMENSION

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DN

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DOWN

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EA

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EACH

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EF

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EACH FACE

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EJ

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EXPANSION JOINT

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EL, (ELEV)

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ELEVATION

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EWF

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ELECTRICALLY WELDED FABRIC

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EWEF

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EACH WAY EACH FACE

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EQ

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EQUAL

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EN

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EDGE NAILING

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ES

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EACH SIDE

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EW

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EACH WAY

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FB

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FACE OF BLOCK, FLAT BAR

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FC

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FACE OF CONCRETE

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FD

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FLOOR DRAIN

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FF

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FINISHED FLOOR

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FLG

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FLANGE

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FOM

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FACE OF MASONRY

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FN

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FIELD NAILING

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FS

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FACE OF STUD

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FTG

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FOOTING

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GA

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GAGE

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GAF

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GALVANIZE AFTER FABRICATION

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GALV

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GALVANIZED

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GS

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GALVANIZED STEEL

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HR

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HANDRAIL

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HA

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HEADED ANCHOR

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H

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HIGH

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HSB

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HIGH STRENGTH BOLT

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HORIZ

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HORIZONTAL

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KP

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KICK PLATE

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L

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LONG

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LS

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LAG SCREW

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MANUF

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MANUFACTURER

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MAX

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MAXIMUM

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MB

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MACHINE BOLT

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MECHANICAL

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MECH

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MINIMUM

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MIN

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NOT TO SCALE

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NTS

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OPPOSITE HAND

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OH

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PLATE

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REINFORCING

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REINF

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SEE ARCHITECTURAL DRAWINGS

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SAD

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SIMILAR

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SIM

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STRUCTURAL PLYWOOD

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SP

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STAINLESS STEEL

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SS

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STIFFENER

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STIFF

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STAGGER

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STAGG

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SLAB ON GRADE

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SOG

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SQ

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SQUARE

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SYMM

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SYMMETRICAL

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T&B

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TOP AND BOTTOM

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TOB

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TOP OF BLOCK

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TOC

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TOP OF CONCRETE

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TOS

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TOP OF STEEL

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TOW

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TOP OF WALL

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TS

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TUBE STEEL

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TYP

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TYPICAL

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UNO (UON)

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UNLESS NOTED OTHERWISE

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VERT

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VERTICAL

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WS

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WATERSTOP

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WIDE

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WP

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WORKING POINT

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W

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GC

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GENERAL CONTRACTOR

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WHS

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WELDED HEADED STUD

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REQUIRED

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REQ'D

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HSS

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HOLLOW STRUCTURAL STEEL

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(E)

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EXISTING

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NEW

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(N)

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SHEET METAL SCREW

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SMS

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WITH

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W/

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OVER

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O/

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CNTSK

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COUNTERSINK

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TOP

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TOP OF PLATE

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TOF

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TOP OF FRAMING

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BELOW

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BLW

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STEEL

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STL

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CALIFORNIA DEPARTMENT OF FISH

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CDFW

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AND WILDLIFE

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ORDINARY HIGH WATER MARK

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OHWM

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REGIONAL WATER QUALITY CONTROL BOARD

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RWQCB

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%%UINSPECTIONS/TESTING

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STRUCTURAL STEEL CONSTRUCTION

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COLD-FORMED STEEL TRUSSES SPANNING %%U>%%U60ft

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CONCRETE CONSTRUCTION

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MASONRY CONSTRUCTION-LEVEL A

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FABRICATED WOOD STRUCTURAL ELEMENTS

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HIGH LOAD DIAPHRAGM

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STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL

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5

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1. SPECIAL INSPECTIONS AND TESTING SHALL BE PROVIDED BY AN INSPECTION AGENCY EMPLOYED BY THE OWNER SPECIAL INSPECTIONS AND TESTING SHALL BE PROVIDED BY AN INSPECTION AGENCY EMPLOYED BY THE OWNER AND QUALIFIED BY THE BUILDING OFFICIAL TO INSPECT THE PARTICULAR TYPE OF CONSTRUCTION NOTED BELOW. TESTS AND INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH CHAPTER 17, 2016 CBC.

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SECTION 1705.2.1

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MASONRY CONSTRUCTION-LEVEL B

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MASONRY CONSTRUCTION-LEVEL C

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METAL-PLATE-CONNECTED WOOD TRUSSES SPANNING %%U>%%U60ft

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10

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SOILS

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11

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DRIVEN DEEP FOUNDATIONS

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12

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CAST-IN-PLACE DEEP FOUNDATIONS

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13

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HELICAL PILE FOUNDATIONS

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14

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POST-INSTALLED ANCHORS

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15

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STRUCTURAL STEEL

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16

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STRUCTURAL WOOD

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17

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COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION

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18

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CONCRETE REINFORCEMENT

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19

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%%ULATERAL FORCE-RESISTING SYSTEM%%U:

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SECTIONS 1705.2.2 & 1705.2.3

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SECTION 1705.3

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SECTION 1705.4

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SECTION 1705.4

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SECTION 1705.5

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SECTION 1705.5.1

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SECTION 1705.5.2

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SECTION 1705.6

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SECTION 1705.7

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SECTION 1705.8

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SECTION 1705.9

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SEE DRILLED-IN ANCHOR NOTES

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SECTIONS 1705.11 & 1705.12

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SECTION 1705.11.1

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SECTION 1705.11.2

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SECTION 1705.12.1

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%%UINSPECTIONS/TESTING

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2. INSPECTIONS SHALL BE CONTINUOUS OR PERIODIC AS NOTED FOR THE INDIVIDUAL MATERIAL OR COMPONENT INSPECTIONS SHALL BE CONTINUOUS OR PERIODIC AS NOTED FOR THE INDIVIDUAL MATERIAL OR COMPONENT INSPECTION SECTIONS AND TABLES NOTED ABOVE. 3. THE SPECIAL INSPECTOR SHALL SUBMIT INSPECTION REPORTS TO THE BUILDING OFFICIAL AND DESIGN THE SPECIAL INSPECTOR SHALL SUBMIT INSPECTION REPORTS TO THE BUILDING OFFICIAL AND DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. THE REPORTS SHALL INDICATE WHETHER THE WORK INSPECTED CONFORMED TO THE CONSTRUCTION DOCUMENTS. ANY DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF DISCREPANCIES ARE NOT CORRECTED THEN THEY SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. 4. ALL SPECIAL INSPECTION AGENCIES/INDIVIDUALS AND SHOP FABRICATORS SHALL BE APPROVED BY THE ENGINEER ALL SPECIAL INSPECTION AGENCIES/INDIVIDUALS AND SHOP FABRICATORS SHALL BE APPROVED BY THE ENGINEER PRIOR TO COMMENCEMENT OF THE WORK. 5. TESTING AND INSPECTION RECORDS SHALL BE RETAINED UNTIL COMPLETION OF CONSTRUCTION. TESTING AND INSPECTION RECORDS SHALL BE RETAINED UNTIL COMPLETION OF CONSTRUCTION. 6. THE CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT TO THE BUILDING OFFICIAL ACKNOWLEDGING THE CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT TO THE BUILDING OFFICIAL ACKNOWLEDGING RESPONSIBILITY FOR CONSTRUCTION OF: A. SPECIAL INSPECTIONS FOR WIND RESISTANCE AS REQUIRED BY SECTION 1705.11. SPECIAL INSPECTIONS FOR WIND RESISTANCE AS REQUIRED BY SECTION 1705.11. B. SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE AS INDICATED ABOVE AND REQUIRED BY SECTION 1705.12. SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE AS INDICATED ABOVE AND REQUIRED BY SECTION 1705.12. 7. ALL SOILS AND FOUNDATION EXCAVATION INSPECTIONS SHALL BE BY THE GEOTECHNICAL ENGINEER OF RECORD. ALL SOILS AND FOUNDATION EXCAVATION INSPECTIONS SHALL BE BY THE GEOTECHNICAL ENGINEER OF RECORD. 8. FOR TESTING AND INSPECTION REQUIREMENTS FOR NON-STRUCTURAL MATERIALS AND COMPONENTS, SEE FOR TESTING AND INSPECTION REQUIREMENTS FOR NON-STRUCTURAL MATERIALS AND COMPONENTS, SEE CONSTRUCTION DOCUMENTS AND COMPLY WITH CBC, CHAPTER 17.

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AS SHOWN

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04/30/18

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DATE

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WATERSHED REVIEW:

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8172

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502-673

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STRUCTURAL NOTES

Brad.Friederichs

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A

SCALE: 1/4"=1'-0"


(530) 756-5905FAX (530) 756-5991

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18" DRILLED PIER

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05/24/18

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NOTES: 1. THE LIMITS OF WATERS OF THE U.S. AND STATE (OHWM) AND CDFW JURISDICTION LIMITS ARE SHOWN ON THE SECTION ABOVE. THESE INCLUDE THE THE LIMITS OF WATERS OF THE U.S. AND STATE (OHWM) AND CDFW JURISDICTION LIMITS ARE SHOWN ON THE SECTION ABOVE. THESE INCLUDE THE THESE INCLUDE THE ARMY CORPS OF ENGINEERS, THE REGIONAL WATER QUALITY CONTROL BOARD (RWQCB), AND THE CALIFORNIA DEPARTMENT OF FISH AND WILDLIFE (CDFW). NO EXCAVATION OR GROUND DISTURBANCE WITHIN THE FEDERAL JURISDICTION LIMITS IS ALLOWED. CONTRACTOR SHALL NOT USE POWERED NO EXCAVATION OR GROUND DISTURBANCE WITHIN THE FEDERAL JURISDICTION LIMITS IS ALLOWED. CONTRACTOR SHALL NOT USE POWERED CONTRACTOR SHALL NOT USE POWERED EQUIPMENT (E.G., VEHICLES, EXCAVATORS, COMPACTORS) WITHIN THE JURISDICTION LIMITS. CONTRACTOR SHALL LIMIT ACCESS AND WORK WITHIN THE CONTRACTOR SHALL LIMIT ACCESS AND WORK WITHIN THE LIMITS OF THE CREEK AREA TO PREVENT DISTURBANCE. 2. CONTRACTOR SHALL SUBMIT A PLAN OUTLINING THE METHODS OF PROTECTING THE CREEK AREA FOR THE WORK REQUIRED INCLUDING INSTALLATION CONTRACTOR SHALL SUBMIT A PLAN OUTLINING THE METHODS OF PROTECTING THE CREEK AREA FOR THE WORK REQUIRED INCLUDING INSTALLATION OF TEMPORARY SCAFFOLDING, DEMOLITION TO EXISTING PIPE SUPPORTS, GRINDING, WELDING, PREPARATION FOR PAINTING, AND PAINTING. 3. CONSTRUCTION DEBRIS, SOIL, AND OTHER MATERIALS SHALL NOT BE ALLOWED TO ENTER THE LIMITS OF THE WATERS OF THE U.S. AND STATE CONSTRUCTION DEBRIS, SOIL, AND OTHER MATERIALS SHALL NOT BE ALLOWED TO ENTER THE LIMITS OF THE WATERS OF THE U.S. AND STATE (OHWM) AND CDFW JURISDICTION LIMITS. CONTRACTOR SHALL INSTALL CONTAINMENT FENCING AT THE EDGE OF CDFW JURISDICTION LIMITS TO DEFINE THE LIMITS OF CONSTRUCTION AND PREVENT MATERIAL FROM ROLLING DOWN THE BANK. 4. NO WORK SHALL BE CONDUCTED BELOW THE OHWM WHEN WATER IS FLOWING IN THE PERENNIAL DRAINAGE. WORK AUTHORIZED BELOW OHWM IS NO WORK SHALL BE CONDUCTED BELOW THE OHWM WHEN WATER IS FLOWING IN THE PERENNIAL DRAINAGE. WORK AUTHORIZED BELOW OHWM IS WORK AUTHORIZED BELOW OHWM IS LIMITED TO THE REMOVAL OF SCAFFOLDING; DISTURBED SOIL WILL BE RESTABILIZED/REPACKED IMMEDIATELY. 5. CONSTRUCTION ACTIVITY IS LIMITED TO PERIODS OF LOW STREAM FLOW AND DRY WEATHER AND SHALL BE CONFINED TO THE PERIOD OF APRIL 15TH CONSTRUCTION ACTIVITY IS LIMITED TO PERIODS OF LOW STREAM FLOW AND DRY WEATHER AND SHALL BE CONFINED TO THE PERIOD OF APRIL 15TH TO OCTOBER 15TH. WORK MAY BE PERMITTED OUTSIDE OF THE WORK PERIOD AND EXTENDED ON A DAY-TO-DAY BASIS. SEE STREAMBED WORK MAY BE PERMITTED OUTSIDE OF THE WORK PERIOD AND EXTENDED ON A DAY-TO-DAY BASIS. SEE STREAMBED ALTERATION AGREEMENT AND SWPPP. 6. HDPE PIPE SHALL BE ASSEMBLED IN THE FIELD WITH BUTT-FUSED JOINTS IN ACCORDANCE WITH CITY SPECIFICATIONS. HDPE PIPE SHALL BE ASSEMBLED IN THE FIELD WITH BUTT-FUSED JOINTS IN ACCORDANCE WITH CITY SPECIFICATIONS. 7. NEW 24" SCH 40 STEEL PIPE CASING, 0.375" WALL THICKNESS, SHALL BE CAMBERED 1.25". CASING SHALL BE CONSTRUCTED WITH BUTT WELDED NEW 24" SCH 40 STEEL PIPE CASING, 0.375" WALL THICKNESS, SHALL BE CAMBERED 1.25". CASING SHALL BE CONSTRUCTED WITH BUTT WELDED JOINTS IN CONFORMANCE WITH AWWA C200.

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NEW 24" SCH 40 PIPE CASING

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NEW 8" HDPE

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EL: 682.27' RIM

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EL: 664.54±

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EL: 678.39' RIM

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ALIGNMENT A - STRUCTURAL

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89.0'±

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18"

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20' MIN

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REMOVE EXISTING JUNCTION BOX. EL: 676.60' INV676.60' INV

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EL: 678.50' INV

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FLOW

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CAMBER = 1.25"

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100-YEAR WATER SURFACE EL: 675.8'

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CONSTRUCT PIPE FENCE DETERRENT

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1.6'±

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STA: 0+24.10

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STA: 1+26.58

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STA: 0+24.10

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STA: 1+26.58

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MH 17-019-35 STA: 1+31.28 EL: 678.50' INV678.50' INV

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REMOVE EXISTING JB 17-019-34A STA: 0+35.08 EL: 676.60' INV676.60' INV

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TOP OF BANK STA: 1+24 ±

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6/27/19

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MOVE PIER

Rebecca.Falk

Model

B

SCALE: 1/4"=1'-0"


(530) 756-5905FAX (530) 756-5991

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18" DRILLED PIER

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EL: 681.39' RIM

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EL: 683.86' RIM

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EL: 675.87'±

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NEW 16" SCH 40 PIPE CASING

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NEW 8" HDPE

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ALIGNMENT B - STRUCTURAL

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26.7'±

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18"

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5.5'±

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EL: 680.70' INV

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EL: 678.84' INV

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100-YEAR WATER SURFACE EL: 676.9'

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3.1'±

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NOTES: 1. THE LIMITS OF WATERS OF THE U.S. AND STATE (OHWM) AND CDFW JURISDICTION LIMITS ARE SHOWN ON THE SECTION ABOVE. THESE THE LIMITS OF WATERS OF THE U.S. AND STATE (OHWM) AND CDFW JURISDICTION LIMITS ARE SHOWN ON THE SECTION ABOVE. THESE THESE INCLUDE THE ARMY CORPS OF ENGINEERS, THE REGIONAL WATER QUALITY CONTROL BOARD (RWQCB), AND THE CALIFORNIA DEPARTMENT OF FISH AND WILDLIFE (CDFW). NO EXCAVATION OR GROUND DISTURBANCE WITHIN THE FEDERAL JURISDICTION LIMITS IS NO EXCAVATION OR GROUND DISTURBANCE WITHIN THE FEDERAL JURISDICTION LIMITS IS ALLOWED. CONTRACTOR SHALL NOT USE POWERED EQUIPMENT (E.G., VEHICLES, EXCAVATORS, COMPACTORS) WITHIN THE JURISDICTION CONTRACTOR SHALL NOT USE POWERED EQUIPMENT (E.G., VEHICLES, EXCAVATORS, COMPACTORS) WITHIN THE JURISDICTION LIMITS. CONTRACTOR SHALL LIMIT ACCESS AND WORK WITHIN THE LIMITS OF THE CREEK AREA TO PREVENT DISTURBANCE. CONTRACTOR SHALL LIMIT ACCESS AND WORK WITHIN THE LIMITS OF THE CREEK AREA TO PREVENT DISTURBANCE. 2. CONTRACTOR SHALL SUBMIT A PLAN OUTLINING THE METHODS OF PROTECTING THE CREEK AREA FOR THE WORK REQUIRED INCLUDING CONTRACTOR SHALL SUBMIT A PLAN OUTLINING THE METHODS OF PROTECTING THE CREEK AREA FOR THE WORK REQUIRED INCLUDING INSTALLATION OF TEMPORARY SCAFFOLDING, DEMOLITION TO EXISTING PIPE SUPPORTS, GRINDING, WELDING, PREPARATION FOR PAINTING, AND PAINTING. 3. CONSTRUCTION DEBRIS, SOIL, AND OTHER MATERIALS SHALL NOT BE ALLOWED TO ENTER THE LIMITS OF THE WATERS OF THE U.S. AND CONSTRUCTION DEBRIS, SOIL, AND OTHER MATERIALS SHALL NOT BE ALLOWED TO ENTER THE LIMITS OF THE WATERS OF THE U.S. AND STATE (OHWM) AND CDFW JURISDICTION LIMITS. CONTRACTOR SHALL INSTALL CONTAINMENT FENCING AT THE EDGE OF CDFW JURISDICTION LIMITS TO DEFINE THE LIMITS OF CONSTRUCTION AND PREVENT MATERIAL FROM ROLLING DOWN THE BANK. 4. NO WORK SHALL BE CONDUCTED BELOW THE OHWM WHEN WATER IS FLOWING IN THE PERENNIAL DRAINAGE. WORK AUTHORIZED BELOW NO WORK SHALL BE CONDUCTED BELOW THE OHWM WHEN WATER IS FLOWING IN THE PERENNIAL DRAINAGE. WORK AUTHORIZED BELOW WORK AUTHORIZED BELOW OHWM IS LIMITED TO THE REMOVAL OF SCAFFOLDING; DISTURBED SOIL WILL BE RESTABILIZED/REPACKED IMMEDIATELY. 5. CONSTRUCTION ACTIVITY IS LIMITED TO PERIODS OF LOW STREAM FLOW AND DRY WEATHER AND SHALL BE CONFINED TO THE PERIOD CONSTRUCTION ACTIVITY IS LIMITED TO PERIODS OF LOW STREAM FLOW AND DRY WEATHER AND SHALL BE CONFINED TO THE PERIOD OF APRIL 15TH TO OCTOBER 15TH. WORK MAY BE PERMITTED OUTSIDE OF THE WORK PERIOD AND EXTENDED ON A DAY-TO-DAY WORK MAY BE PERMITTED OUTSIDE OF THE WORK PERIOD AND EXTENDED ON A DAY-TO-DAY BASIS. SEE STREAMBED ALTERATION AGREEMENT AND SWPPP. 6. HDPE PIPE SHALL BE ASSEMBLED IN THE FIELD WITH BUTT-FUSED JOINTS IN ACCORDANCE WITH CITY SPECIFICATIONS. HDPE PIPE SHALL BE ASSEMBLED IN THE FIELD WITH BUTT-FUSED JOINTS IN ACCORDANCE WITH CITY SPECIFICATIONS. 7. NEW 16" SCH 40 STEEL PIPE CASING, 0.375" WALL THICKNESS, SHALL BE CONSTRUCTED WITH BUTT WELDED JOINTS IN CONFORMANCE NEW 16" SCH 40 STEEL PIPE CASING, 0.375" WALL THICKNESS, SHALL BE CONSTRUCTED WITH BUTT WELDED JOINTS IN CONFORMANCE WITH AWWA C200.

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STA: 0+40.01

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MH 17-096-37 STA: 1+05.50 EL: 680.70' INV680.70' INV

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MH 17-019-36 STA: 0+23.30 EL: 678.84' INV678.84' INV

Brad.Friederichs

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(530) 756-5905FAX (530) 756-5991

KEEPOFF

⅊

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DETAIL

PIPE FENCE DETERRENT

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NOTES 1. ALL BRACKETS, STRAPS, AND FASTENERS SHALL BE SS 316. ALL BRACKETS, STRAPS, AND FASTENERS SHALL BE SS 316. 2. CASING SPACERS SHALL BE NO MORE THAN 1 FOOT FROM END OF CASING SPACERS SHALL BE NO MORE THAN 1 FOOT FROM END OF CASING AND SHALL CONSIST OF A NON-METALLIC SPACER SYSTEM, GPT RANGER II CASING SPACERS OR APPROVED EQUAL. CASING SPACERS SHALL BE PLACED AT MAXIMUM 4 FT ON CENTER.

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NEW CASING, SEE PLAN FOR SIZE, VARIES

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NEW 8" HDPE

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B-LINE B3256 PIPE CLAMP

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1" x8" EMB HILTI HY-200 (4 TOTAL)

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B-LINE B3257 PIPE SADDLE

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1 " GROUT12" GROUT

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NEW CASING, SIZE VARIES

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NEW 8" HDPE

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PIPE CLAMP, SEE

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NEW CASING

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#4 TIES @ 12" CC MAX

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(3) #3 TIES @ 6" CC

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(8) #6 VERT

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NEW END SEAL

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STRUCTURAL DETAILS

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18"

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2'-6"

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2'-6"

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6"

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2'-6"

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3'-5"

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NOTES: 1. EACH GUARD FENCE SHALL HAVE A 10"x14"x20 GAUGE EACH GUARD FENCE SHALL HAVE A 10"x14"x20 GAUGE MINIMUM SIGN PERMANENTLY ATTACHED IN LOCATION SHOWN. SIGN SHALL HAVE BAKED ENAMEL FINISH, 3" HIGH WHITE LETTERS "KEEP OFF" ON RED BACKGROUND AS APPROVED BY ENGINEER. 2. TWO REQUIRED WHEN CROSSING CLEARANCE ABOVE TWO REQUIRED WHEN CROSSING CLEARANCE ABOVE GROUND EXCEEDS SIX FEET. LOCATION OF GUARD FENCES ON CROSSING TO BE DETERMINED BY ENGINEER. ALL GUARD FENCE PARTS SHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION BY WELDING. 3. PIPE FENCE DETERRENT SHALL NOT EXCEED 10 FEET IN PIPE FENCE DETERRENT SHALL NOT EXCEED 10 FEET IN WIDTH.

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CLAMP - 1/4"x6" STRAP, RADIUS OF PIPE OD (VARIES) + 1/4"

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1/2" BOLTS (4 REQ'D PER CLAMP)

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1/4" PURE GUM RUBBER (35-45 DUROMETER) BETWEEN PIPE AND CLAMP

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8" HDPE

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CASING SPACER, SIZE VARIES

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1/2" CLEAR

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3' MAX

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3' MAX

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6" MIN TYP.

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6" MIN TYP.

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2"

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2"

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3

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NEW CASING, SIZE VARIES

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NEW 8" HDPE

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FLEX RETRAINT ALL AROUND

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SPLIT PLATE

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STL 1" 1"

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34" A325 SC HSB @ 8" CC MAX ALL AROUND

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2"

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2"

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1" RING

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1"

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2"CLR, TYP.

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3"CLR

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4

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-

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NOTES: 1. INSTALL ELECTROFUSION FLEX RESTRAINT IN INSTALL ELECTROFUSION FLEX RESTRAINT IN ACCORDANCE WITH AWWA C906 AND MANUFACTURER'S SPECIFICATIONS ON EACH SIDE OF CASING END SEALS TO FULLY RESTRAIN HDPE PIPE. ELECTROFUSION FLEX RESTRAINT SHALL BE GEORG FISCHER CENTRAL PLASTICS FLEX RESTRAINT FOR SOLID WALL PIPE 6" IPS AND LARGER OR APPROVED EQUAL.

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Brad.Friederichs

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Suite 100 - Berkeley, California · Suite 100 Davis, California 95618 (530) 756-5905 FAX (530)...

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