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