HomeMy WebLinkAbout1983-1Lrxl-qr S'TO^f IOPWAI 14ee
CIT*Y APM0112F,0 S70RAI
PR,411V et-,41VS Te. 1-3-3X-1,
PILE- A/0. /4;/o
PRIMR-0--j
SE,
COURT
0 '_%=,W5X tpr any
A AXWO VEP 65 WeXq/0
P1, A AIS 1-3-3-26- pos.
A/0. Ieo
Oita
10, .01 ON
.0
4. 4%6
HIGHLAND
E NUE
(ROUTL-
30)
4 4 0 tbs.
A
A- 1270
TEL. C8 18) 448-6183
STORM D9AIN
MR. FRANK LOGUIDICE
W
>
CITY OF FONTANA
A- 1254-6
0353 SIERRA AVENUE
STORM DRAIN
4
315 I bs.
TEL. C714) 350-7640
POWER:
BASELINE
AVENUE
P.O. BOX 788
225 tbs.
300 N. PEPPER STREET
A - 1264
1TRACT
TRAFFIC AND
NON -TRAFFIC
MR. DAVE JONES
2� VILLAGE
PARKWA
GAS:
SOUTHERN CALIFORNIA GAS COMPANY
5715 tbs.
13929-1
A- 1261- 4
FONTANA, CA. 92335
CONTRACTOR AGREES THAT HE SHALL ASSUKAE SOLE AND COMPLETE RESPONSIBILITY
FOOTHIII IP4
L V 0. 1
C714) 889 - 9711
AllorrAft
Anchors
r% 3A"
SOUTHERN CALIFORNIA GAS COMPANY
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT
,TRANSMISSION DIVISION
T. All metal shall be galvanized oft*r fabricai4n.
2191 E. BIRCH STREET
>
BREA, CA. 92521
ARROW HIGHWAY
W
W
>
PACIFIC TELEPHONE
The 1/211 11111" Stud shalt be %46alle
Uj
LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
ANAHEIM, CA. 92807
It. cum Milian " m@ adjacent curb t"o.
C71 4) 999 - 5639
EYE BOLT AND ALTEM TE
GENERAL TELEPHONE
F00Kft" 9V X
lbp of Curb line--.!
9000 HELLMAN AVENUE
H
t 8=1 , !ft
ofV of curb openii will very vm tyTyoffO
local depression (sae
RANCHO CUCAMONGA# CA. 91730
z
(714) 945 - 3552
>
Ix
ff ye �#cjff /,u -r- pt7-- / - 8M - 4,21 - 4133
C,,4k_-L- 46 bk:)qRt5 1c!ALv10Ae 75 C0AJ07)IZ-"tA�7_1,0AJ.'
0
Cr
U
W
>
W
U
W
SAN BERNARDINO
HIGHWAY
V4
VICINITY MAP
NOT TO SCALE
UTILITY NOTES
Y
WATER:
SAN GABRIEL VALLEY WATER COMPANY
SEWER
1�
11142 GARVEY AVENUE# P.O. BOX 6010
4 4 0 tbs.
EL MONTE, CA. 91734
A- 1270
TEL. C8 18) 448-6183
STORM D9AIN
MR. FRANK LOGUIDICE
SEWER:
CITY OF FONTANA
A- 1254-6
0353 SIERRA AVENUE
STORM DRAIN
FONTANA, CA. 92335
315 I bs.
TEL. C714) 350-7640
POWER:
SOUTHERN CALIFORNIA EDISON COMPANY
STORM DRAIN
CATCH BASIN
P.O. BOX 788
225 tbs.
300 N. PEPPER STREET
A - 1264
RIALTO, CA. 92376
TRAFFIC AND
NON -TRAFFIC
MR. DAVE JONES
W/o LOCKING
DEVICE
(714) 820 - 5191
GAS:
SOUTHERN CALIFORNIA GAS COMPANY
5715 tbs.
16231 VALLEY BLVD.
A- 1261- 4
FONTANA, CA. 92335
CONTRACTOR AGREES THAT HE SHALL ASSUKAE SOLE AND COMPLETE RESPONSIBILITY
MR. LOU WESTFALL
plate. An anchor Shall be Placed ow each W- boom in a gratin g ba si
C714) 889 - 9711
AllorrAft
Anchors
r% 3A"
SOUTHERN CALIFORNIA GAS COMPANY
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT
,TRANSMISSION DIVISION
T. All metal shall be galvanized oft*r fabricai4n.
2191 E. BIRCH STREET
Va II/Ir how in
1 vd V_ oats
BREA, CA. 92521
AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY. AND HOLD THE OWNER
(714) 529 - 2889
TELEPHONE:
PACIFIC TELEPHONE
The 1/211 11111" Stud shalt be %46alle
3939 E. CORONADO STREET
LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
ANAHEIM, CA. 92807
It. cum Milian " m@ adjacent curb t"o.
C71 4) 999 - 5639
EYE BOLT AND ALTEM TE
GENERAL TELEPHONE
F00Kft" 9V X
lbp of Curb line--.!
9000 HELLMAN AVENUE
H
t 8=1 , !ft
ofV of curb openii will very vm tyTyoffO
local depression (sae
RANCHO CUCAMONGA# CA. 91730
(714) 945 - 3552
ff ye �#cjff /,u -r- pt7-- / - 8M - 4,21 - 4133
C,,4k_-L- 46 bk:)qRt5 1c!ALv10Ae 75 C0AJ07)IZ-"tA�7_1,0AJ.'
VVA
_MOM=_
EA157 W47Ee PER _q4
WA-r5g CO
WA7EW el-A"C
NDE X MAP
SCALE: 1 80'
label as required
0 0 C3 0 0;�Z
C
0 00 i3o
C3 C3 0 = C3 0 0
C3 C3 0 C1 C1 C 0 13 C3 C3 C3 1
10
r_000 0
7
5
UTU�
5
4
3
T
.0
13
14
10
TRACT
11
40 39
-------
..low
38 37
-MMONS. 4111111111110-d"
POPPY LANE
NO
Manhole frames and covers snall be mado of groy cost iron conforming to ASTM- A48, Class 35, &,%J
PcInted with asphaltum point except machined surfaces.
2. Raised lettering shall be provided labeling facility SEWER or STORM DRAIN as appropriate.
MANHOLE COVERS AND FRAMES
SPECIAL
C,.EAP ,,�PENING uSE LOCA T10% WEIGHT REQUIREMENTS PLATE NO.
10� I
V 1/2"
SEWER
1�
TRAFFIC AND
NON-7RAFFIC
4 4 0 tbs.
Lie.
A- 1270
24
STORM D9AIN
TRAFFIC AND
NON -TRAFFIC
425 tbs.
EA -
A- 1254-6
24'.
STORM DRAIN
TRAF AND
NON-F`I$AFFIC
315 I bs.
LOCKING
D VICE
A-1254
24
STORM DRAIN
CATCH BASIN
PARKWAY
225 tbs.
GALVANIZED
A - 1264
36" SEWER
TRAFFIC AND
NON -TRAFFIC
575 tbs.
W/o LOCKING
DEVICE
A -125i-4
STORM DRAIN
36" CATCH BASIN
PARKWAY
5715 tbs.
GALVANIZED
A- 1261- 4
7 - o 6. C. and not less than 5'- 0" 0. C.
S. Fba piolle anchors shall be unifort" to oicood 4' boll -
ween centers and shot I be placed !1 72"f=och end of the face
CONTRACTOR AGREES THAT HE SHALL ASSUKAE SOLE AND COMPLETE RESPONSIBILITY
plate. An anchor Shall be Placed ow each W- boom in a gratin g ba si
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT
AllorrAft
Anchors
r% 3A"
-
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT
tF=
T. All metal shall be galvanized oft*r fabricai4n.
SHALL APPLY CONTINOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS
Va II/Ir how in
1 vd V_ oats
IL Support bolts, "o bolts, and anchor S may be attached by a hill
penetration bull weld as an alternate.
AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY. AND HOLD THE OWNER
Place a 3A" Dia. protection bar (Alhorrillim Foundry A -W or equd)
lhonzonfolly across the entire length of the curb opening.
AND THE ENGINEER HARMLESS FROM ANY AND ALL PROJECTS, EXCEPTING FOR
The 1/211 11111" Stud shalt be %46alle
LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
oWif ically welded A Nelson H4F feet Eyo Bolt
Shear Connector or equal sholl be u l"Dia.
It. cum Milian " m@ adjacent curb t"o.
EYE BOLT AND ALTEM TE
Aitiamoro Foundry or oporoved equal
0* Approx Shipping veight (frome orid cover)
lise when inadequate clearance between manhole and street surface dk *,I am is minimum
clearance per clehAi
c!c)Nz1MTtn
NOT TO SCALE
04
1
926WAIZID @11W12k@@VM 14VM A I
(D ---CONST. S4" R.C.P. ED -LOAD AS NOTED)
@�_CONST. so" R.C.P. ED -LOAD AS NOTED)
@�__CONST. 36" R.C.P. (D -LOAD AS NOTED)
(i> -CONST. JUNCTION STRUCTURE NO. 2 PER DETAIL WEREON-
CONST. CATCH BASIN P��R VE7-AIL 9t-7RF0tV--
AS 5A�&AIAJ 0AJ )VLAAYS
(D&--RFM0YE EX1,97. r.S.R 91S,,5R INI-E-7-
&_RFA10YE 6AI57 RoCe 57U6
1:4
A
Am9le ~not eveed 4 5`0
when side flow exceed s 10 %
of mainline flow
U
T4.1 'I
6"
T
4"x 4"
lk *-.1 ^- Mortar
WV
:10 14"" . i . ; .
L
3!rodius
4 __-1
T
lei
round lc"W&Wi
if steps Ire O.C.
TT
T
QUAA17'17'
UAII 7'
MMMENEMOM
S- C' or less
U.'
.- 1.
7 0
Lie.
174.&4
1 F.
id- do
eA.
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY SEARCH OF THE
EA -
1/2" Dia. Stirrviii
FA -
AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE
. .. : . 514
24" Dim man.
All steel reinforcement Station n All steel reinforcement
4* 45, 4"oc. Elevation 1/2" Dia. 4"o.c.
PLAN SECTION B -B DETAIL N
l5haf t not shown) (Shaft not shown)
111illanhole from Ono cover See Note M
Street Grade per CV7AX- A45AWCK) P Max. Min.
T_ For paved streets I I" F�V2
24 mox4 it i
For un I'l,
Minimum 2`- 10 1/2" for paved streets _pcv*d streets
H_ - (See Note P)
M I Minimum 3'-6"for unpaved areas. Street Grade
:oncrete " ring I
reducer per Concrete r imgs per
-2 0'
L Std. PI or, 4 0 8
S -dl 4"x 4" mo tar f ill Round o"as
Omit is st
in po ed s of inlets
Round edges of inlets I'- 4"for paved streets
-411- L-0 3 2'-2" for unpaved striiwl 4
MaA. 2 4"diameteir side inlet.
M
iniet elevation fift
ollp
at -)IS PO. A
t -A I
! 2�
L-7
see
6 note
3. 6" LT�
T:
SECTION A -A GENERAL NOTES: SECTION C -C
M Height H (in cec. A- A and Sec. 8 - 9)shall be not less than 4'- 0': but may oe increased at option of ttm Engi new provided thO
thevolue of M shall be not le ss t hon the minimum specif ied and that the reducer shal I be used. For H (in Sec. C- C) in
Note P.
L - Lffligth L shall be 4'uril"s cilliterwise shown on irnprovement pion.
M -Shaft shall be constructed as per Soc.C-C and Detail N when depth M from street grade to top of bow is less "lan 2 1011/2"foll,
3'
Mvedstreetsor 1. -6" for unpaved areas.
P -000th P maybe reduced toon absolute lim'tof 6"when larger values of P would reduce M (in Sec.C-C) to 1-115"Or less.
T- T shall be 9" for values of H up to and including S'. T shall be 10" for values of H over S'
I . Steps shot I be 3/4" round, gol,volized steel and anchored not less than 6 so in the wel is of the structures. Unless otherviies
shown, steps shall be placed 1-4'on center. The lowest step shall be not more than 2'above the ledge at ttiie side of monho ftolar.
2. %inforcim§ steel shall be 1/�'round, deformed, straight bars 1 1/2" clear from face of concrete.
3. Stationsof manholes shown on improvement pion oppiyatcenterling of shaft.
4. Floor of manhole shall be steel -troweled.
5. Rings, reducer and pipe for access shalt sho" be seated in t:2 rnortar and neo"y pointed or wiped inside shatt.
I
6. Ledge shollbe sloped at 2" per foot.
11. Concrete - f :3000 psi at 28 days.
c
'T T-7 r,%,z C-_ -r :r c) r. -I �s -r n tj C_- -r Tff n Im -ryrniog: 31
Abemilibre Fowwy A Ift 4 (1 ow.) or NOT TO SCALE
4111411101. Shipping weqM
(frorne 8 cavw) - 2251to. CA11116
SOC lild� (Alon 407 Lkw---
%a f4aw# it for *at supw deaft. Aftmok Amillel
AIL -
L _7
4.i K"od C~.
Joint
_TJ T
SECTION E -E
C10%
Irt 1 "/1
E
SIR -
"41 -
11 0e, R.
4-1
6!50
� "a./
FJ or
nuft
(see
Not* I Typ.
LENGTH OF
CURB OPENO14G
NO. OF
ANCHORS
MMMENEMOM
S- C' or less
N
2
.- 1.
7 0
3
16-o"
4
id- do
NOTE S:'
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY SEARCH OF THE
q OIL
GENERAL NOTES
I ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND TME
CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFIGATI'ONS
DATED 1975.
2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA P06LIC
WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY
LIMITS.
3. ADEOUATE STAKES SHALL BE SET BY THE ENGINEER TO ENA8LE THE
CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES.
4. ALL PIPES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER
POLES, WATER METERS, VALVES, �HYDRANTS, IRRIGATION STRUCTURES, ETC.
SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE
IMPROVED AND INTERFERING WITH CONSTRUCTIONt SHALL BE RELOCATED BY
OTHERS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL
OF THE AGENCIES CONCERNED BEFORE CONSTRUCTION 'BEGINS.
5. WATER VALVE COVERS SHALL BE RAISED TO GRADE BY THE PAVING
CONTRACTOR.
6. AS -BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR.
7. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS 'NOTICE PRIOR TO
WORK AROUND THEIR FACILITIES.
Be ALL BACKFILL TO BE CERTIFIED BY SOILS ENGINEER.
9. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY
10. BACKFILL MATERIALS TO HAVE A S.E. OF 30 (MIN.] AND MIN. COMPACTION
OF 90%.
11. ALL NEW OR EXISTING VALVE CANS AND MANHOLES SHALL BE ADJUSTED TO
GRADE DURING PAVING.
12. CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY
THE CITY ENGINEER.
13. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE.
14. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE
PROPOSED IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER NOTIFIED
IMMEDIATELY.
15. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE
ENGINEER AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE
THE PAVING HAS BEEN INSTALLED SO THAT THE ENGINEER MAY INSTALL
THE STREET CENTERLINE MONUMENTS AS REQUIRED BY THE CITY CODE OF
CITY OF FONTANA.
15. STATIONING REFERS TO THE CENTERLINE OF STORM DRAINS EXCEPT
WHERE OTHERWISE NOTED.
17. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR
AND FINISH TO ALL ADJOINING CURBS AND SIDEWALK.
18. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING
HAS BEEN PLACED, INSPECTED AND APPROVED.
19. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF
STREETS.
20. EXISTING UNDERGROUND UTILITIES ARE AS PER THE AVAILABLE RECORDS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL
LOCATION AND ELEVATION IN THE FIELD.
21. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5)
FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM#
SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS
THAN FIVE E53 FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINA
TION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED.
22. THE CONTACTORCS) SHALL ALSO OBTAIN A PERMIT TO P RFO M EXCAVA-
TION OR TRENCH WORK AS DESCRIBED IN NOTE 21 ABOVE FROM CAL/OSHA.
NT GRADE AND
23. ALL MANHOLES SHALL BE CONSTRUCTED 6" BELOW PAVEME
BROUGHT TO FINISH GRADE BY THE PAV NG CON A OR A ER A EME
IS IN PLACE.
24. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKE OR
CURB AND/OR GUTTER THE CONTRACTOR SHALL DILIGENTLY PURSUE THAT
PORTION OF WORK TO COMPLETION.
25. Irr- I:PURJ"�s WATrAr- IS A
Arrr_oV1sx7 wf q-"A-A_L ISM IKYS7MU_r--� _Tb
-
-A A -T
-S^\t7 ARJF
role." va"col i" Nieel d Pinola, 14'. 0
5Aes d* Railed Plcft (AST M A36, ANOmIlm rewndry,A-3110111
M T ow"W or ea", galvanized both sides), formed as show
con l" %ti M
a' -d'
0 adjoining Cu b FACE PLATE AWHORAGE PRIVATE ENGINEEROS NOTICE TO CONTRACTOR
T
T
04 of 4'
6
-
"k
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR
1
id- do
NOTE S:'
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY SEARCH OF THE
q OIL
1/2" Dia. Stirrviii
0 4
AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE
. .. : . 514
4' It so
2. lye bolts shall be symmetrically spaced ii�l Me cwb opening so
that the unsupported span is not more than 4; support bolts, when
CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN
T
0 4 otg"/
PLAN,
ciolp
TO C&W8
v szz- *Ymc. c&ws wier a07 A40
A10'reV 0W 0.
f. WE S -r ffif�P ff-4AI MW 40M JW A%V)WAS.
NM To SCALE
AND CURB SUPPORT DETAIL
6
or IM
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR
a
id- do
NOTE S:'
0 4 otg"/
PLAN,
ciolp
TO C&W8
v szz- *Ymc. c&ws wier a07 A40
A10'reV 0W 0.
f. WE S -r ffif�P ff-4AI MW 40M JW A%V)WAS.
NM To SCALE
mc-- a x r4 x-. wr
NM To SCXLE
-Soa Raft 4 see 1*16 4
F"OTECTION SAR DETAIL
AND CURB SUPPORT DETAIL
11/4" hole In pftto
TyP-.---5z!;
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR
a
ftelection Bar, see 1110she 9.
NOTE S:'
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY SEARCH OF THE
1/2" Dia. Stirrviii
1. One eye bon ~be piec I train tailk Will at fm 111441110111 -
AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE
. .. : . 514
1:1
2. lye bolts shall be symmetrically spaced ii�l Me cwb opening so
that the unsupported span is not more than 4; support bolts, when
CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN
used should be considered as eye bobs in the spacing.
BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE
Om cmOng shall be placed e' to the ri9W air lef t of owh ot
"t with the exception at the lost eye bolt. Coupling$ shall
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT
Inritoded to facilitate removal of protection bar.
ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT
Face P1111111114
4. Gohionized steel iupport bolts sholl be installed when WWh of C"
o"norl mic soft 7- 0" and shou be spaced at not more than
SHOWN ON THESE PLANS.
WDI& Awl1liels, (Aftembre
a" oftw 1weld, A-3941 �=
of,
7 - o 6. C. and not less than 5'- 0" 0. C.
S. Fba piolle anchors shall be unifort" to oicood 4' boll -
ween centers and shot I be placed !1 72"f=och end of the face
CONTRACTOR AGREES THAT HE SHALL ASSUKAE SOLE AND COMPLETE RESPONSIBILITY
plate. An anchor Shall be Placed ow each W- boom in a gratin g ba si
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT
AllorrAft
Anchors
r% 3A"
6 Profortion bar end anchors (A.1hombra Foundry A-1577
of equal) to be embedded in end walls.
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT
tF=
T. All metal shall be galvanized oft*r fabricai4n.
SHALL APPLY CONTINOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS
Va II/Ir how in
1 vd V_ oats
IL Support bolts, "o bolts, and anchor S may be attached by a hill
penetration bull weld as an alternate.
AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY. AND HOLD THE OWNER
Place a 3A" Dia. protection bar (Alhorrillim Foundry A -W or equd)
lhonzonfolly across the entire length of the curb opening.
AND THE ENGINEER HARMLESS FROM ANY AND ALL PROJECTS, EXCEPTING FOR
The 1/211 11111" Stud shalt be %46alle
LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
oWif ically welded A Nelson H4F feet Eyo Bolt
Shear Connector or equal sholl be u l"Dia.
It. cum Milian " m@ adjacent curb t"o.
EYE BOLT AND ALTEM TE
12. Curb opening *ao conform to curb alignmeM.
F00Kft" 9V X
lbp of Curb line--.!
ANCHOR DETAIL FOR FACE PLAT9
H
t 8=1 , !ft
ofV of curb openii will very vm tyTyoffO
local depression (sae
eon, Face 10%to
nosdlod'�,
mc-- a x r4 x-. wr
NM To SCXLE
-Soa Raft 4 see 1*16 4
F"OTECTION SAR DETAIL