HomeMy WebLinkAboutP_5134_SSCALE: l "=10'
RACQUETBALL
DIETERICH POST REORDER NO. H 3013
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COURT
BENCHMARK:
1.0 MILE NORTI-IWEST ALONG THE PACIFIC COAST HIGHWAY (U.S. IOI ALT.) FROM THE
NEWPORT AVENUE OVERPASS AT l\'EWPORT BEACH; BETWEEN TWO HIGHWAY CURVES,
AT THE "f' JUNCTION OF A DIRT ROAD LEADING NORTHEAST INTO AN_ OIL FIELD, IN THE
TOP OF A CONCRETE SLAB AT THE TOP OF THE STEPS LEADING DOWN TO AN
U1''DERGROUND SEW AGE PUMPHOUSE, 125 FEET NORTHEAST OF THE CENTER LINE OF
TIIB HIGH\VAY, 17 FEET NORTHWEST OF THE CENTER LINE OFTIIB ROAD, 0.5 FOOT WEST
OF THE NORTH CORNER OF TI1E SOUTHEAST WALL OF THE STEPS, 0.4 FOOT NORTHEAST
OF TI1E SOUTll\VEST EDGE OF THE SLAB AND ABOUT LEVEL WITH. THE ROAD.
ELEVATION: 7.51
-1 ;
DET A]]L I A'
CONSTRUCTION NOTES
(D CONSTRUCT BASKETBALL COURT, 6" THICK REfNFORCED
CONCRETE O\lliR 4" AGGREGATE BASE. COMPACI' TOP 6"
0
G)
(J)
0
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OF SUB GR ADE TO 90% MINIMUM RELATIVE DENSITY UNDER
PROPOSED CONCRETE. SEE DETAIL "A" THIS SHEET ................................. 2100 S.F.
FURNISH AND INST ALL ONE (l) BASKETBALL POST, BACKBOARD,
GOAL RL"IG, CHl1-IN NET AND CONCRETE FOOTING SIMILAR TO
LA1''DSCAPE STRUCTURES 119542 ...................................................................... l EACH
CONSTRUCT 4" 1HICK P.C.C. SIDE\V ALK, SURFACE TO HAVE ROCK
SALT l'INISH ........................................................................................................... 268 L.F.
COURT STRIPING, 2" WIDE (BY OTHERS) ........................................ AS REQUIRED
REMOVE EXISTING P.C.C. SIDEWALK ............................................................. 30 S.F.
EXISTING SPRINKLER SYSTEM TO BE RELOCATED BY OTI-IBRS ............. AS REQUIRED
•-....,._., __ ,...,
VICINITY MAP
LEGEND
1/' 1/ A.C .............................. ASPHALTIC CONCRETE ----............................. CENTERLINE
-X--X-............................. FENCE
=== ............................. WALL
o-y ............................. STREET LIGHT
0V .............................. VALVE
Q M.H .............................. MANHOLE
0 S .............................. SIGN
----------............................. CURB
-E--............................. UNDERGROUND ELECTRICAL
-G-............................. GAS MAIN
-S-............................. SEWER MAIN
-T-............................. UNDERGROUND TELEPHONE
-W-............................. WATER MAIN
'rJ F.H .............................. FIRE HYDRANT
T.C. .. ........................... TOP OF CURB
T.W. .. ........................... TOP OF WALL
T.F. .. ........................... TOP OF CONC. FOOTING
F.S. . ............................ FINISHED SURFACE
F.G. .. ........................... FINISHED GRADE
F.L. .. ........................... FLOW UNE
F.F. .. ........................... FINISHED FLOOR
--(335)--............................. EXISTING CONTOUR
(335.9) ............................. EXISTING ELEVATION
334.53 ............................. FINISHED ELEV A TIO NS --T.S.W. .. ........................... TOP OF STEM WALL
Q P.P .............................. POWER POLE
T.G. . ...... , ......... " .. , ....... TOP OF GRATE
W.M. . ............................ WATER METER
@ ............................. SPRINKLER HEAD
APPROVED
PUBLIC WORKS DIRECTOR .----1---1--------------+--I R.C.E. NO. 12806
BASKETBAlLlL COURT
WEST NEWPORT PARK
DATE BY
DONALD E. STEVENS, R.C.E. 11066 DATE
DESCRIPTION
REVISIONS
DAT
CHECKED
T..?~-
DRAWN
1?4C CITY Of NEIJIJPORT BEACH
PUBLIC WORKS DEPARTMENT
P-5134-S
SHEET 1 • OF
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