CO129-402 - Governor Sir May - 1913 [7-8] — Page 50

ASHLAR

IDŐ KEYVLAD

ON

FACED

GRANITE BATTERI IN

COURBER

DISPLACENS

ON

CEMENT

CONCRETE

CITY AND HILL DISTRICT WATERWORKS

Fondosure 2. (1)

TYTAM - TUK SCHEME-SECOND SECTION

Jampir SECTIONS OF DAM

SCALE 1 INCH - 8 FEET

SCALE FOR DETAILS | INCH:

=

4 FEET

[WITH SOUND

FACE LINE

NAQUR

• TO CEMENT CONG, BUR

WITH

BOUND BRANITE

BOUND

IMENT CONCRETE

LRANITE BIRAL ACKRO

*

1

# BROKEN STONE

<1% coach)

GRANITE

WITH

RUBBLE

FACING

אן

ROCK - FAGED

GRANITE ASHLAR

FACING H€þổ

REGULAR

£3 Dia LARTHENWARL PIPES (CHINESE) 10.0° APART

TO AK LEFT OPEN

FALL

TO I LEMENT CONGRETS WITH

SOUND GRANITE DISPLACENS

MIPA, BOU

** TO...A CEMENT CONCRETE

NO DISPLACEKL

RADIUS KOD FT

COURSES

GRANI

FACING

COP

PARAFET COURSE

STAND CO

RADI

U$

COURDES

DETAIL

OF ROADWAY OVER

NORMAL SECTION OF DAN

FIG 3

NORMAL

CROSS

SECTION OF DAM

FIGL.

FACE +7 DAR

ROADWAY

SURFACE O

GRAN OLITHIC

· GRANIES. OUTLETS

AUTER FACE or DAN

PLAN OF

ROADWAY OVER DAM

FIG 4

I

16 FT GROVE 9.8.

AFREKEN STRZAN BRO

WHAROAHUD PUDDLE

DEZHANGE DATUR

BILL Soundkj′′

VERTICAL

IES' ABOVE

*"Dan" 199K BAR

CTO IL ERŐSPEN

CLJĖ MIT DE

Zustande. MLL COURAA

<dwijk- indviratis OK PAGES)

VAD LÄGU STILER TO

LAON VENTICAL WILEY

TACK LIFE C

·BAGE LINE

ROCK - FACCO GRANITE

BATTER

ASHLAR. FACING

DISPLACEN

1 CEMENT

CONCRETE

TO 1 CEMENT CONCRETË

INSTR

GRANITE

BRUKE

| DISFLAQANA

WITH

WOUND

CEMENT

FACED

GORGESTE

DRANITE DISPLACENS

1 CU FTP SNGALE STOKK <14 CUBES)

#OCE-YACCO GRANITE, KOHLAR PAGINGTM

C3" DIA. ZARTHENWARE #IFES (EMMEDL・ 10'' APART

JOINTS TO AL LEPT SPEN

FALL IN 30

TO

WITH

CELENT CONCRETE

BOUND CRANITE

DIOPLATERR

"COURBER

DOPING

PARAPET COMESER

NING COURSE

– GRAMITE SHAR

PAGE. VOUROGRA

To f

¿1⁄2 ̃MA- MOLI POR

12 mA STEEL

TEAD WHICH IS TO

BE BROUTED

"DU MTU”

#

CONCRETE

DIEPLACEM

DETAIL OF

ROADWAY OVER

OVERFLOW SECTION OF DAM

( SECTION ON LINE À.8) FIGS

RADIO

J

RADIUS 200 PE

NOTE THE

DIMENSIONS OF THE FOUNDATION

SOUND NOCK

W

DIVEN

➤ LAYER

OR CEME MORTAR Í COMMOare of BANY ckmenez PARTS BAND)

LEVEL

BLOCK WILL VARY WITH THE DEPTHS AT WHICH

YOUND BELAN THE

THE STREAM 12.0.

智 THE ENGINEER 4.6 THE WORK PAGÇZENS.

WRITTEN

¿THE FOUNDATION ORAINAGE

DETAILED DRAWING Dr THE ORAINAGE OF THE FOUNDATION THENCK WILL BE

WORK PROCEXOS

ANI NOT

SUPPLIED AB

****

INSTRUCTIONS

THICK

OVERFLOW

CROSS S

SECTION

OF DAM

FIGE

BRANITE

{RUBBLE PA LING

NE AECULAR

COURSES

46

CONTRACT NO 28 OF 1912

DRAWING NO 3.

DETAILS OF OVERFLOW CREST OF DAM

AND MERS AND ARCHES CARRYING KOADWAY

ASHLAN

EVATION COUT

178° ONAFT

SEJUSJON BILL COURSE

FAGED

NEWSIONA

PACED

GRANITE ASHLAR РАСТИЯ

re COURSÉE

"rage or ban 3 OF ROADWAY 'ON ARCHES OVER OVERFLOW CHEST OF DAM

FIG: 6.

¿JOSOLES E

ม. COUNSE

SECTIONAL

PLAN ON LINE C.D

FIG Z

sea come OVERFLOW TOE COUNSE

BOULDERS MINIMUN BIZE TOK.

PREMENT STREAM BRO")

QX XXX

COWANSTO

COPING COURBE

10 PARAFET COURSES

SURFACING

LÖVERFLOW KO ABOVE D. D

OVERFLOW with coms

SECTION ON LINE

JOCOLES:

Wat

Director of Public Works.

26 613