HomeMy WebLinkAboutR_6059_S\
NO. BY
CONSTRUCTION PLANS
FOR
IRVINE RANCH WATER DISTRICT
i
IRVINE, CALIFORNIA
BONITA CANYON DRIVE PIPELINES
WILDLIFE CROSSING MODIFICATIONS
REVISIONS
PROJECT NUMBERS 13875, 29258, 33865 AND 33866
DRAWN
DATE APPROVED IR
CHECKED
WC
IRVINE RANCH
'WATER DISTRICT
~ t::::t
-..1,11111111nnn.J"
IRVINE RAN CH '
WATER DISTRICT
JUNE, 2000
6. r . Prepared By:
--==::,-c:-::-::=--:'c-:-::-::-:----'--'--"PRQ..l=Ecr'-=rn='-'c1NEE=-'-R '--~+=-1 tJo CHO DESIGN ASSOCIAlES, INC. BONITA CANYON DRIVE PIPELINES
WILDLIFE CROSSING MODIFICATION
COVER SHEET
DATE5 00 Irvine, California
l-+---l--------+----+--------1------'=..L!"'--------I ' PRINCIPAL ENGINEER
3001 REDHILL AVE. Suite 6-206
COSTA MESA, CA 92626
I SCALE
AS SHOWN W~ '. CHO R.C.E. NO. CJ6266 Ill.TE
SHEIT
1
Of
3
STA 56+25.00
ELE'I 165.45 \
STA 65+00.00
/ ELE'I 169.83
EXISTING PROFILE GRADE
NOT TO SCALE
47'-0" MEASURED ALONG
BB
/APPROX OG
---------------------------
,--------, ..._ ______ I I
:.__:::::::::::
-------------~
i ! i '.
ABUT 1
APPROX PROPOSED GROUND
DATUM ELEV 110.00
61
RETAINING WALL
~t TOE OF FILL
X
CHAIN LINK FENCE
◄ TO NEWPORT BEACH t3 ~
~ NEW FORD ROAD
12'-0" MIN
VERT CLR
EB
'
~,___:.._ __ ---:
Tr-rT
ABUT 2
ELEVATION
NOT TO SCALE
62
GENERAL NOTES
GENERAL
1. ALL WORK INCLUDING MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS
OF LOCAL CODES, LAWS AND ORDINANCES AND THE 1992 EDITION OF THE STATE STANDARD
SPECIFICATIONS. IN THE EVENT OF A CONFLICT WITH THE SPECIFICATIONS REQUIREMENTS AND
THE ITEMS CALLED OUT ON THE PLANS, THE SPECIFICATIONS OR THE ITEM CALLED OUT WHICH
SETS A HIGHER STANDARD SHALL TAKE PRECEDENCCE. THE ENGINEER SHALL BE NOTIFIED OF ALL
CONFLICTS.
2. STRUCTURAL DRAWINGS/DETAILS SHALL BE USED IN CONJUCTION WITH EXISTING AS-BUILT
DRAWINGS AND SEWER/RECLAIMED WATER PIPELINE PLANS.
3. DIMENSIONS TAKE PRECEDENCE, DO NOT SCALE DRAWINGS.
4. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND SITE CONDmONS BEFORE STARTING WORK.
ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES.
5. DESIGN, MATERIALS, EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED BELOW OR
INDICATED ON THE DRAWINGS MAY BE CONSIDERED FOR USE, PROVIDED PRIOR APPROVAL IS
OBTAINED FROM THE OWNER, ENGINEER AND THE APPLICABLE GOVERNING CODE AUTHORITY.
6. ALL CONDITIONS SHOWN OR NOTED AS EXISTING ARE BASED ON BEST INFORMATION CURRENTLY
AVAILABLE AT THE TIME OF PREPARATION OF THESE DRAWINGS. NO WARRANTY IS IMPLIED AS TO
THE ACCURACY OF THE SAME, HOWEVER, AND CONTRACTOR IS TO FIELD VERIFY ALL CONDmONS.
SHOULD CONDITIONS BECOME APPARENT WHICH DIFFER FROM THE CONDITIONS SHOWN HEREIN
THEY SHALL BE BROUGHT TO THE TO THE IMMEDIATE ATTENTION OF THE ENGINEER. THE ENGINEER
WILL THEN PREPARE ADDITIONAL DRAWINGS AS MAY BE NEEDED TO ACCOMMODATE THE CONDITIONS
AS BROUGHT TO THEIR ATTENTION.
7. FIELD COORDINATE ALL FIELD ROUTED PIPE WITH LOCATIONS OF FOUNDATIONS.
B. BARRICADES SHALL BE ERECTED PER OWNER'S REPRESENTATIVE DIRECTION
RETAINING WALL
APPROXIMATE LOCATION--~
OF CORE & ABUTMENT ---==:::::::::::::--__
MODIFICATIONS
SEE PIPELINE PLANS FOR
EXACT LOCATIONS AND ELEVATIONS
ABUT 1 BC STA 53+ 17.00 STA 61+08.77
N 83'27'36" E
CONCRffi
1. AGGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM C33.
2. STRENGTH OF CONCRETE SHALL BE F'c=3250 PSI.
3. MINIMUM CONCRETE COVERAGE: THE FOLLOWING MINIMUM CLEAR DISTANCES BETWEEN
REINFORCING STEEL AND FACE OF CONCRETE SHALL BE MAINTAINED UNLESS NOTED OTHERWISE.
SLABS ON GRADE. ................................................................................... CENTER OF SLAB
CONCRETE BELOW GRADE, FORMED ................................................................................. 2"
CONCRETE BELOW GRADE, UNFORMED (PLACED AGAINST EARTH) .................................. 3"
4. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60.
5. ANCHOR BOLTS, DOWELS, INSERTS, ETC. SHALL BE SECURELY TIED IN PLACE P.RIOR TO THE
PLACING OF ANY CONCRETE OR GROUT.
Cl c3 Cl::'.
Cl Cl::'. f2
15 z _,
NO ,.._ I-ll __,
Cl::'. s ~
WWLOL
ABUT 2
STA 61+53.22
--------Y-+--------60
PCC STA 62+80.88
BC STA 53+17.00 88 STA 61+07.50
ELEV 167.86
EB STA 61 +54.50
ELEV 168.10
TOE OF CUT
NO. BY REVISIONS
in
CHAIN LINK FENCE
" " " ,, ,, ,, " " " " " " " " " " " " /j
!! ,,
EXISTING
..
• 11 .5' SKEW
~
PLANt
NOT TO SCALE
DRAWN
DATE APPROVED IR
CHECKED
DATE
IRVINE RANCH
WATER DISTRICT
6 00 Irvine, California r--t--+---------'---'------1-~~!__~ SCALE
AS SHOWN
----------
2
~ NEW FORD ROAD
TO IRVINE ►
i RAMP FR-4
TOP OF CUT
Cf. RAMP FR-3
"PRINCIPAL ENGINEER
Prepared By:
CHO DESIGN A.5SOCIATES, INC.
3001 REDHILL AVE. Suite 6-206
COSTA MESA, CA 92626
'IUlEl!T Y. CHO R.C.E. NO. CJ8205 tl'.TE
t/l
EXISTING FOUNDATION PLAN
NOT TO SCALE
BONITA CANYON DRIVE PIPELINES
WILDLIFE CROSSING MODIFICATION
DETAILS AND NOTES
SHEET
2
OF
3
3-66 x 6'-o•
.
"' I i--
ND. BY
w a a: >-a :5 u ui:;
z:::, ~ ~ • a -a,
4'-o' 6'-0' 5'-0'
'l 30' CORE 1t 54' CORE
EXISTING
21,' CIDH --Eb ---6
* AT CONTRACTOR'S OPTION, USE 54 'Hx 60'W
SAWCUT IN LIEU OF 54' DIAMETER CORE AND
30"Hx 36-W SAWCUT IN LIEU OF 30' DIAMETER CORE.
RA\JN
REVISIONS DATE APPROVED IR
ECl<CD ffiVINE RANCH
WATER DISTRICT
DATE Irvine, California
i----t--,-----------1----1----+-----"6"--10,..,o,___~
SCALE AS SHO\,/
BRIDGE F.S.
/ TOP OF ABUT
TOP OF
FTG
3-16 0
EACH CASING
BOTTOM OF
FTG
(2 REQUIRED }
3'-0'
BB EL=167.86±
EB EL=168.10±
,,,---#6 0 6" E.W.
/ EMBED 12' MIN
DRILL & EPOXY
! . i 'l'I i--
.
"' I
r Fill. CORED OPENING
W/GROUT AFTER INSTALLATION
OF CASING 2-Hs
~~1-~E~F---!1~3~~!-~---_.j':--~==d -----~
.,: · .
;....
SECTION O 48' CASING SHOWN
24' CASING SIMILAR
' '
' ' ' ' ,. ' ' ' ' :..... .. ..-=~
SECTION
NOT TO SCA\..£
~
C9
w a: a u
a: . -' -u
BOF EL 146.75'±
NOTE:
SEE PIPELINE PLANS FOR
CASING DETAILS.
r
SECTION
NOT TO SCALE
88 EL= 167.86±
EB EL=168.10±
/ H-fa j W/#4 TIES Gl12'
·• ,, -
[\•
.,
>---f6 C 6' EW
MIN EMBED = 12'
DRILL & EPOXY
BOF EL 146.75'±
3• CLR
I (TYP)
%DA , Prepared By,
-"-'~+-'-~-=---...:.;PR:,,:;D..C:,,:,C::..,_T,.!:!EN.:::,GI=NE=ER:..._,z.-,'w,u., CH!l DESIGN ASSOCIATES, INC.
3001 REDHILL AVE. Sult,, 6-206
COSTA MESA, CA 92626
BONITA CANYON DRIVE PIPELINES
WILDLIFE CROSSING MODIFICATION
DETAILS AND NOTES
SHEET
3
IF
PRINCIPAL ENGINEER 3
\in.BERT Y. DID R.C.£, IC C362116 DAT