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UNIVERSrn' SPYGLASS H LL 'PARK
19TH ST. BAY U.C.I.
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TOT LOT RECONSTRUCTION
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LOCATION
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VICINITY MAP
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GENERAL NOTES
• ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT
SHALL, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL
PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS, SE
CONSTRUCTED IN ACCORDANCE \/,/!TH THE 'STANDARD SPECIFICATIONS FOR
PUBLIC \IVORKS CONSTRUCTION,• 19~ EDITION AND SUPPLEMENTS TO DATE.
• CON"ft?,A.GjO!Z 'GHl>-.l.-L. ME.J;l ON ":,l1E w1-p-l C,11'( <::,fAl"'F' P~IOIZ.
-fo GON <:>"f r.z:..U,:...1 !0N fC C..:::>0!71 N.A..1t; TIM El N.6-1 AC/4~eS$ ;
A. EXCAVATION:
1. REMOVE EXISTING CONC. WALK, CONC. DRAIN DITCH, FOOTBRIDGE,
PLAY EQUIPMENT AND FOOTINGS.
2. AU. WALK AREAS SHALL BE COMPACTED TO 90% OF MAXIMUM
DENSITY.
3. PROTECT ADJACENT TURF THROUGHOUT CONSTRUCTION.
4. EXISTING SPRINKLER HEADS SHALL BE REMOVED BY CITY PRIOR TO
CONSTRUCTION.
5. REMOVE AND RELOCATE EXISTING DRINKING FOUNTAIN AND PROVIDE
CONNECTION TO EXISTING POTABLE WATER LINE AND PROPOSED
DRAIN SYSTEM.
B. CONCRETE:
1. CONCRETE SHALL BE 560-C-3250.
2. SURFACE FINISH SHALL BE A MEDIUM BROOM (NON SLIP) FINISH.
3. EXPANSION JOINTS SHALL BE 3/8' FELT PER CITY STD. 108-L
C. CONCRETE REINFORCEMENT:
1. REINFORCING STEIELSHALLBE FS +20,000 PSI ASTM A615GRADE 40
2 FIBERMIX STEALTH MULTIF!LAMENT FIBER REINFORCING, A SECONDARY
REINFORCEMENT FOR CONCRETE CRACK CONTROL 3/4 INCH LONG
FIBERS SHALL BE THOROUGHLY MIXED INTO CONCRETE AT A RATE OF 2
LBS. PER CUBIC YARD PER THE MANUFACTURES RECOMMENDATIONS.
FlBERMIX STEAL TH FIBER SHALL BE 100 PERCENT VIRGIN
POLYPROPYLENE illlULTIFIL6<MENT BUNDLES EXTRUDED FROM
POLYPROPYLENE FiESIN CONTAINING NO REPROCESSED OLEFIN
MATERIALS. FlBERS MUST BE SPECIFICALLY MANUFACTURED FOR USE
AS CONCRETE SECONDARY REINFORCEMENT, VOLUME PER CUBIC
YARD SHALL EQUAL A MINIMUM OF 0.1 % AND BE AU<ALIPROOF. FIBERS
MUST COMPLY WITH APPLICABLE BUILDING CODES AND ASTM C-1116.
FIBER SHALL BE MANUFACTURED BY FIBERMESH DIVISION, SYNTHETIC
INDUSTRIES, 4019 INDUSTRY DRIVE, CHATTANOOGA, TENNESSEE, USE,
37416. (615) 892-7243.
D. TOT LOT SAND:
1. IMPORTED SAND SHALL BE CA BLEND NO. 50 AS PRODUCED BY
OGLEBAY NORTON IN SAN JUAN CAPISTRANO (949) 728-0171. EXISTING
CLEAN SAND MAY BE STOCK PILED AND REUSED AS A BASE FOR
IMPORT SAND TO MEET REQUIRED DEPTH REQUIREMENTS( 12" MIN.)
E.SEATWALLSTAlNING .A..h!D i,JALL ;;.;Jo <::.oLUl'1N
1. EXISTING AND NEW SEAT WALL VISIBLE SURFACES SHALL BE STAINED
TO MATCH AND BLEND WITH EXISTING STAINED PORTIONS OF THE
EXISTING WALL GRIND 1/4 TO i/2 INCH WIDE BY 1/8 INCH DEEP MORTAR
LINES TO SIMULATE SANDSTONE VENEER. SCORE LINES SHALL VARY 2
FT. TO 3 112 FT. ON CENTER FOLLOWING EXISTING CRACKS WHERE
POSSIBLE. FINISH SHALL BE AS PRODUCED BY CONCRETE ART 1-800-
500-9445.
'
12 G, 1 DRA,l N 'Pl P;t:. 'f O EX l";;,1.Cr .• # ·
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TOT LOT • ITEMS ~//
ITEM NO. 1: DEMOLITION-REMOVE EXISTING.PLAY EQUIPMENT, PLAY //
EQUIPMENT FOOTINGS, WOOD CURBING, PORTION OF CONC. SEAT WALL
ANO CONG. WALK AREAS PER PLAN. ft~
ITEM NO. 2: CONSTRUCT SOL FT. OF 18 INCH WIDE CONC. SEAT WALLAND j ",._
CONC. COLUMN PER PLAN.
• ITEM NO. 3: CONSTRUCT NEW CONG. WALK AND CONC. CURB ADJACENT
TOWAU<.
• ITEM NO. 4: CONSTRUCT TWO CONC. PICNIC TABLE PADS PER PLAN.
ITEM NO. 5: INSTALL 106 L FT. OF 4 INCH PERFORATED SCH. 40 DRAIN PIPE
IN TOT LOT PER PLAN.
ITEM NO. 6: INSTALL 75 L. FT. OF 4" PERFORATED DRAIN PIPE BEHIND SEAT
WALL PLUS INSTALL 12 X 12 INCH CATCH BASIN WITH GRATE AND NON
PERFORATED 4 INCH PVC DRAIN PIPE TO TOT LOT DRAIN SYSTEM.
• ITEM NO. 7: REMOVE EXISTING CONG. DRAIN DITCH, BACKFILL WITH TOP
SOIL TO JOIN EXISTING SIDE GRADES.
• ITEM NO. a: CUT AND REMOVE 12 INCH WIDE STRIP OF SOD, TRENCH AND
INSTALL'.176 L FT. OF 4 INCH SCH 40 PVC DRAIN PIPE TO EXISTING
CATCH BASIN PLUS 45 L FT. OF 2 INCH SCH 40 ABS DRAIN PIPE AND
ONE 12 INCH SQ. CATCH BASIN WITH GALV. STEEL INLET. BACK FILL.
COMPACT AND REINSTALL SOD OVER TRENCH.
ITEM NO. 9: REMOVE EXISTING DRINKING FOUNTAIN AND REPOSITION ON
CONCRETE FOUNDATION PLUS RECONNECT TO POTABLE WATER AND
CONNECT TO DRAIN S\JMP' PEl's PLAN
ITEM NO. 10: IMPORT AND SPREAD TOT LOT SAND TO DEPTHS INDICATED
ON PLAN.
ITEM NO, 11: APPLY STAIN TO SEAT WALL TO MATCH EXISTING STAINED
SURFACES AS SPECIFIED.
ITEM NO. 12: PROVIDE AND INSTALL TWO PICNIC
TABLES PEA PLAN & MANUFACTURERS INSTRUCTIONS. I ~I I
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20271 ACACIA ST., SUITE 120
NEWPORT BEACH. CA !!2£60
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TEL (949) 251-891)9 •
DATE BY
\~-EXIST& SEA..1 WA.LL
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SPYGLASS HILL PAf<K
TOT-LOT RECONSTRUCTION
DESCRIPTION APl"O. DESIGNED !l:Lf' ORAWNJ<:l.f"
REVISIONS CHECKED DATE
CITY OF NEWPORT BEACH
PUllUC WORKS OEl'ARTIJENT
-'5179-S
SHEET 1 OF 2
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CONSTRUCTION l'lOTES
REMOVE EXISTING WOOD CURB, SAWCUT CONC. WALK EDGE AND
CONSTRUCT 18" DEEP CURB WITH TROWELED SURFACE AND
EXPANSION JOINTS @ 20 FT. MAX. O.C. WITH CONTROL JOINTS BETWEEN
REMOVE EXISTING CONC. WALJSBRlDGEfLAY STRUCTURES AND PLAY
STRUCTURE FOUNDATIONS
EXISTING CONC. SEAT WALL
SAW CUT EXISTING CONC. SEAT WAU... REMOVE APPROXIMATELY 20
LFT. OF EXISTING WA!.L DRILL AND INSERT TWO 3/4" X 12' SMOOTH
ST1.. BARS s• INTO WALL END & CONSTRUCT NEW \/'/ALL AS INDICATED
CONSTRUCT 5 INCH THICK CONC. PICNIC TABLE PAD• (SEE BID NOTES)
CONSTRUCT CONC. CURB 6 INCHES HIGH ABOVE CONC. PAD, TAPER
ENDS TO PAD El.!:-V.
CONSTRUCT 18 INCH WIDE CONC. SEAT WAU. TO !vlATCH EXISTING, SEE
DETAILS
REMOVE PLUS OR MINUS 18 FT. WIDE SECTION OF EXISTING WALK &
REPLACE WITH 5 INCH THICK WALK MATCHING EXISTING SURFACE
EXISTING CONC. WALi( TO REMAIN· PROTECT IN PLACE
REMOVE PLUS OR MINUS 42 FT. WIDE SECTION OF EXISTING CONC. (TO
EXISTING EXPANSION JOll\'TS) AND REPLACE WITH 5 !NCH THICK WALK
TO MATCH EXISTING SURFACE
REMOVE EXISTING CONCRETE DRAIN DITCH, PROTECT EXISTING 4• PVC
DRAIN PIPE IN PLACE • BACKFILL VOID WITH APPROVED TOPSOIL (SEE
BID NOTES)
END OF EXISTING DRAIN PIPE. CONNECT NEW SCH, 40 PVC SOLiD WALi.
DRAIN PIPE AND EXTEND TO EXISTING 10• SQ, DRAIN/CATCH BASIN 126
L FT. TO S. WEST, CORE DRIU. THROUGH CONC. WALL OF EXISTING
CATCH BASIN TO RECEIVE DRAIN PIPE.
4 INCH DIA. PERFORATED PVC DRAIN PIPE WITH FILTER FABRIC SET IN
GRAVEL FILLED 12 INCH X 12 INCH DITCH, COORDINATE WITH PLAY
EQUIPMENT INSTAU.ER AND ADJUST POSITION TO AVOID EQUIPMENT
FOOTINGS
EXISTING CONTI!OLJOINT
EXISTING CORAL TREE PROTECT IN PLACE
CUT END OF WALL FOR A MITER JOINT WITH STI.. DOWELS PER NOTE NO.
4
NDS NO_ 1215, 12 INCH SQ, GALV. STEEL BAR GRATE INLET IN NOS NO.
1200 CATCH BASIN
CONSTRUCT 3'-6' X 4'-0" X 6" MIN. CONC. PAD AND RELOCATE EXISTING
DRINKING FOUNTAIN, CONNECT TO EXISTING POTABLE WATER WITH
BALL VALVE AND CONNECT TO DRAIN SU!:-lP. VIA CAf<'..H BASl3/<::LEA.N OU1
EXISTING VALVE BOXES TO REMAIN IN PLACE
INSTALL IMPORTED PLAY SAND PER GENERAL NOTE
QUICK CRETE CONC. TABLE NO. QS42FC COLOR. TERRACOTTA
QUICK CRETE CONC. TABLE NO. QPTS 96B, COLOR. TERRACOTTA
!,J 00 1200 C..A.1C. H 8,,1\:;;,j N FO P-i SA.~J O "f P..AP
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20271 ACACIA ST .. SUITE 120
NEWPORT BEACH, CA 92!!60
TEL (949) 251-11999
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NA.·n,ve. .;011-").;
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DATE BY DESCRIPTION
REVISIONS
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APP'D. DESIGNED f' DRAWN !<L p
CHECKED DATE
SPYGLASS HILL PARK
TOT-LOT RECONSTRUCTION
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
P-.Sli9-S
SHEET 2 OF 2.