RIP-RAP GRADING

ROCK SIZE (kal | % LESS THAN

REINFORCED
CONC. WALL

NOT > 10

EXISTING
DYKE

PITT RIVER

> _|

EXISTING ROAD
ON DYKE

|

NOTES: .

DESIGN: CAN3-S6-M78 [MODIFIED]

MOVE RIP-RAP STEEL: PLATES CSA G40.2IM GRADE 3504
IS TING BELOW SURFACE - PIPES ASTM AS3 GRAOE 8

Ce LOGS REINF: CSA G30-12M GRADE 400 MPc.
CONCRETE: CANS A231 GRADE 30 MPa
WELGING: CSA. W592 SF.W. U/N

TIMBER: UNTREATED .D-FIR No. 2 OR BETTI
HARDWARE: HOT OIP GALV. CSA. Gi64
GROUT: FLOWCRETE OR wim. APPROVED
PRIOR TO PLACEMENT OF FILL ALL
BURIFG STEEL TG BE COATED WITH ONE
COAT OF BITUMASTIC PAINT. .

3
0 ee we mn we oe eae
-

nh

EXISTING BARGE —/
LOADING R&MP

CONAOS YW

HANDRAIL - 3% GRAvL APPROX. FROM EXIST. DYKE CREST 6.0m

; NEW EXISTING f =6CITY OF PORT COQUITLAM
TIMBER i FW ROAD FILL ROAD FILL oa : ; a
FACING hoxssp SIDI LLLLL, _ ) 7 fp DOCK AT COAST MERIDIAN RI

SHEET | OF 4

EXISTING GRADE ‘oe ANULAR FILL F 5 re . = . ~~
RANULAR F 8 PROJECT No. vPSz_ locate as nore!

Im ROCK RIP-RAP SLOPE § DATE JUNE _199i _—
PROTECTION WITHIN EXISTG BASE g APPROVEC GWG No. VPS2-SK-:

CQNC. WALL

EXISTING
RIVER SAND RIP-RAP

RIP-R4OP
CLASS 300 KG.

ELEVATION | | oe SECTION ( A\
1:25C :20 —_

ASSOCIATED
ENGINEERING