HomeMy WebLinkAboutP_5209_SCITY OF
COSTA MESA
P,4C!F7c
VICINITY MAP
NOT TO SCALE
SYMBOL ABBREVIATIONS
(IN ADDITION TO GREENBOOK SECTION 1-3.2)
--@----POWER POLE AB AGGREGATE BASE
ARV AIR RELIEF VALVE
OSCO SANITARY SEWER CLEANOUT ACP ASBESTOS CEMENT PIPE
® SANITARY SEWER MANHOLE AC ASPHALT CONCRETE
BC BEGIN CURVE
® STORM DRAIN MANHOLE BCR BEGIN CURVE RETURN
BVC BEGIN VERTICAL CURVE
(It FIRE HYDRANT BLK BLOCK
CATV CABLE TV
O'M,1 WATER METER BOX & SERVICE Cl CAST IRON
□PB PULL BOX it CENTERLINE
CNB CITY OF NEWPORT BEACH
□GM GAS METER CL CLASS
CLR CLEAR
®WV WATER VALVE C&G CURB AND GUTTER
E EAST /ELECTRIC
POWER POLE ANCHOR EC END CURVE
b MONUMENT ECR END CURVE RETURN
EVC END VERTICAL CURVE
-x-x-x-FENCE EXIST EXISTING
FLG FLANGE
BL0CKWALL FE FLANGED END
~ FL FLOW LINE
TREE FM FORCE MAIN
G GAS QO SHRUBBERY GV GATE VALVE
""'"'~~.L.l:L. ASPHALT PAVEMENT GB GRADE BREAK
GE GROOVED END ;:: : ;:;: ;:;:; :;: BRICK WALK IP&T IRON PIPE AND TAG
LT LEFT 1,.: · I CONCRETE MAX MAXIMUM
f,; / / ~L£'.'.i.G:'.'.'./ ;1 MJ MECHANICAL JOINT
BUILDING MIN MINIMUM
EXISTING CONSTRUCTION NG NA TUR AL GROUND ----N NORTH
----PROPERTY LINE NTS NOT TO SCALE
NO NUMBER
NEW CONSTRUCTION 0G ORIGINAL GROUND
---it---CENTERLINE
PE PLAIN END
PROP PROPOSED
----S----SEWER LINE PB PULL BOX
RCP REINFORCED CONCRETE PIPE
-----w-----WATER LINE RET RETAINING
RT RIGHT
---G---GAS LINE SCH SCHEDULE
s SEWER
--E--ELECTRICAL LINE sco SEWER CLEANOUT
--T--TELEPHONE LINE SMH SEWER MANHOLE
SHT SHEET
-CATV-CABLEVISION LINE SW SIDEWALK
s SOUTH
--SP--SPRINKLER SYSTEM SCE SOUTHERN CALIFORNIA EDISON
SQ SQUARE
----¢ STREET LIGHT STL STEEL
T TELEPHONE
7:, SIGN w WEST/WATER
W/ WITH
EMERGENCY TELEPHONE NUMBERS
CALL TOLL FREE
1-800-422-4133
BEFORE YOU DIG
SOUTHERN CALIFORNIA GAS COMPANY
SOUTHERN CALIFORNIA EDISON COMPANY
SBC/AT&T TELEPHONE COMPANY
CITY OF NEWPORT BEACH UTILITIES DEPARTMENT
ORANGE COUNTY SANITATION DISTRICT
ADELPHIA
COX COMMUNICATIONS
UNDERGROUND SERVICE ALERT
DAY
(800) 624-8153
(800) 611-1911
611
(949) 644-3011
(714) 962-2411
(714) 542-6222
(800) 422-4133
NIGHT
(800) 624-8153
(800) 611-1911
611
(949) 644-3717
(714) 542-6222
(800) 422-4133
PUBLIC WORKS DEPARTMENT
CLIFF DRIVE PARK STAIRWAY AND
HANDRAIL REPLACEMENT
C-3795
R.C.E. NO. 19111
CLIFF DRIVE
LOCATION MAP
NOT TO SCALE
DATE: ~7 /4,z l
APPROVAL RECOMMENDED:
~~~l~
ENERALSERVICES DIRECTOR
APPROVAL RECOMMENDED:
DATE: 7-(/-07
GENERAL NOTES
1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE
CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION", 2003 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN
THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS.
2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD
PRIOR TO BEGINNING CONSTRUCTION.
3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH
TO ADJOINING IMPROVEMENTS.
4. P.C.C. SHALL BE CLASS 560-C-3250.
5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VALVES, SCO, SURVEY MONUMENTS,
SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. ALL OTHER
UTILITIES (EDISON, AT&T, AND TIME WARNER CABLE) SHALL BE ADJUSTED TO GRADE BY OTHERS.
6. PROPOSED IMPROVEMENTS SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS
UNLESS NOTED OTHERWISE.
7. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE IMMEDIATE
ATTENTION OF THE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT FAILURE TO DO SO
WILL PLACE RESPONSIBILITY ON THE CONTRACTOR FOR CORRECTION.
8. CONTRACTOR SHALL COMPLY WITH WATER POLLUTION CONTROL MEASURES AS STATED IN SPECIAL
PROVISIONS.
9. STORING OF EQUIPMENT OR MATERIALS IS NOT ALLOWED IN THE PARK.
10. CONTRACTOR TO PROTECT EXISTING TURF, PLANTS, AND TREES. ANY DAMAGED AREAS SHALL BE
REPAIRED TO THE TO THE SATISFACTION OF CITY OF NEWPORT BEACH GENERAL SERVICES
DEPARTMENT.
11. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING OR RELOCATING ANY IRRIGATION LINES,
IRRIGATION HEADS, OR IRRIGATION WIRES THAT ARE DAMAGED DURING CONSTRUCTION.
12. CONTRACTOR SHALL PROTECT ALL ELECTRICAL CONDUIT IN PLACE.
13. CONTRACTOR TO CLOSE ALL ACCESS TO THE WORK AREA AS NEEDED TO PROVIDE SAFETY TO
THE PUBLIC.
14. THREE DAYS PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CONTACT RANDY KEARNS, PARK
MAINTENANCE SUPERVISOR ((949) 644-3082) TO MARK ALL IRRIGATION HEADS, BOXES, ETC.
15. ALL ALUMINUM HANDRAIL SHALL COMPLY WITH THE GREENB0OK SPECIFICATIONS 206-5, 304-2,
AND THE SPECIAL PROVISIONS.
1§~~1
0
D
CONSTRUCTION LEGEND
REMOVE EXISTING STAIR, HANDRAIL
AND CONCRETE FOUNDATION
EXISTING PATH LIGHTING
EXISTING PULL BOX
SHEET INDEX
1 TITLE SHEET
2 CONSTRUCTION PLAN AND DETAILS
APPROVAL RECOMMENDED:
RECORD DRAWINGS
These Record Drawings have been prepared based on information submitted, in part, by
others. While this information is believed to be reliable, City of Newport Beach is not
Responsible for its accuracy, nor for errors or omissions which may have been incorporated
into these plans as a result.
C-3795
TITLE SHEET
MIC AEL J. SINACORI, RCE 46214
PRINCIPAL CIVIL ENGINEER
CLIFF DRIVE PARK
STAIRWAY AND HANDRAIL REPLACEMENT
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
P-5209-S
SHEET 1 OF 2
A
6" 5'-0" 6"
(/) w
n::
<( >
12"
12" TYP
1-----· -•----~ 1 i ,. 1 1 ,, -1 1 -1 1 ! !
<A
--
STAIRWAY TYPICAL PLAN
NOT TO SCALE
} -~ +,-~-' : ' . .
,,-,-·1 •. :.
SITE PLAN
1'' = 20
RECORD DRAWINGS
EXIST. CURB
AND GUTTER
PROTECT IN PLACE\
----r::--~ I ,
-j .. "
C
[,. l>/', ' f,__1' ,;;;.
>
#4._f _ _.1@ 12"
#5
--·-~
R
·-
SEE NOTE
NOTES:
1. HANDRAIL NOT SHOWN FOR CLARITY.
HANDRAIL NOT TO EXTEND PAST END
OF SLAB
These Record Drawings have been prepared based on information submitted, in part, by
others. While this information is believed to be reliable, City of Newport Beach is not
responsible for its accuracy, nor for errors or omissions which may have been incorporated
into these plans as a result.
2. HANDRAIL TO BE ATTACHED TO TOP
OF SLAB USING MANUFACTURER
APPROVED SURFACE MOUNT
3. EACH END OF SLAB SHALL BE
RESTING ON MA TERI AL AT 95%
RELATIVE COMPACTION TO A DEPTH OF
2 FEET
SCALE: 1" = 20' & 2/28/08 AS-BUil T ADDED STAIR HEADWALL
r~JA f#m¥f¥¥W¢4 ~ p!G~ ~ii&¥~~ & 2/28/08 AS-BUILT RISER COUNT
0 20 40 60 NO. DATE DESCRIPTION OF REVISIONS
@ 12" '
3
STEPS TO BE FINISHED
WITH MEDIUM BROOM
#4nEACH RISER
HOOK AROUND
BOTTOM BAR---,-,
SURFACE--
<D JOIN FLUSH--
JOIN FLUSH WITH
EXIST. CONCRETE
WALKWAY
EXIST. CONCRETE 12"
aJ
-~WALKWAY \ ~--'!-~=::::c;~!...l.C.I _ \~ 2% TYP
#4 @ 12"
VARIES
12" MIN
0 [l_ w >--rn 1--
2
#4 @ 12"
SECTION A-A
1rDIA.
ALUMINUM
HANDRAIL
4"
MAX
NOT TO SCALE
4' 0.C. MAX
i"PICKETS
fMAX
RADIUS
gr--'~~:____EMBEDDED ALUMINUM
~-+-i=l-'-1 TO BE PROTECTED FROM
CONCRETE, SEE SPECS
2" TYP
HANDRAIL DETAIL
NOT TO SCALE
1 0' -2" EAST LOCA Tl ON
19' -5"' WEST LOCATION
j@ 12"
#4 @ 12"
12" MIN
j
MAX
'--"',---EXIST. DRAINAGE~
' , ' /
2'-4"
L_._______,____.
~--EXTEND STAIR REBAR
12" INTO SLAB ~-------~
APPROXIMATE SPAN
5'-6" EAST LOCATION
11'-0" WEST LOCATION
BRIDGE DETAIL
NOT TO SCALE
REVIEWED:
I 2' 1-1-----~~
PROTECT IN PLACE ANY
EXIST. SLOPE PROTECTION
#5 @ 12"&
2" CLR
TYP
C-3795
MIC AEL J. INACORI RCE 46214
PRINCIPAL CIVIL ENGINEER
CONSTRUCTION PLAN AND DETAILS
CLIFF DRIVE PARK
STAIRWAY AND HANDRAIL REPLACEMENT
DESIGNED: DRAWN:
TS TS
CHECKED: DA TE:
MJS 06 28 07
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
P-5209-S
SHEET 2 OF 2