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CITY OF
COSTA MESA
~ PROJECT LOCATION
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CITY OF
IRVINE #
PUBLIC WORKS DEPARTMENT
CORONA DEL MAR POCKET PARK
CONTRACT Np. C-6042
APPROVlED: :2 b.,;) 1! t)Jw''
DAVID A. WEBB, Pt PUBLIC WORKS DIRECTOR
DATE:
VICINITY MAP
NOT TO SCALE
APPROVED: MARK vl~fi~1Ji., ~E~UTY PWD t CITY ENGINEER
SYMBOL
-0-POWER POLE
@ SEWER CLEANOUT
® SEWER MANHOLE
@ STORM DRAIN MANHOLE
t:0<1 FIRE HYDRANT
1111 WATER METER
llllJ STREET LIGHT PULL BOX
rm TRAFFIC SIGNAL PULL BOX
:<;E-<> STREET LIGHT
() WATER VALVE
~ GUY ~RE
A SURVEY MONUMENT
I> SIGN
~ VAULT VENT
e TREE
rll IRRIGATION CONTROL VALVE
[r,J CABLE TV PULL BOX
0 CORING LOCATION
® ELECTRICAL MANHOLE
[EJ ELECTRICAL PULL BOX
ku////d BUILDING
----EXISTING CONSTRUCTION
-----PROPERTY LINE
NEW CONSTRUCTION
---It---CENTERLINE
----S----SEWER LINE
-----w---·-WATER LINE
---G---GAS LINE
E ELECTRICAL LINE
T TELEPHONE LINE
-CATV-CABLEVlSION LINE
--SP--SPRINKLER SYSTEM
-x-x-x-FENCE
BLOCK WALL
CALL TOLL FREE
1-800-227-2600
BEFORE YOU DIG
ABBREVIATIONS
(IN ADDITION TO GREENBOOK SECTION 1-3.2)
AB AGGREGATE BASE
ARV AIR RELIEF VALVE LARKSPUR AVE
ACP ASBESTOS CEMENT PIPE
AC ASPHALT CONCRETE
BC BEGIN CURVE
BCR BEGIN CURVE RETURN
BVC BEGIN VERTICAL CURVE
BLK BLOCK
CATV CABLE TV
Cl CAST IRON
It CENTERLINE
CNB CITY OF NEWPORT BEACH
CL CLASS
CLR CLEAR
C&G CURB AND GUTTER I
E EAST /ELECTRIC
EC END CURVE
ECR END CURVE RETURN
EVC END VERTICAL CURVE
EXIST EXISTING "'··-··_J
FLG FLANGE
FE FLANGED END
FL FLOW LINE
FM FORCE MAIN
G GAS
GV GATE VALVE
GB GRADE BREAK
GE GROOVED END
IP&T IRON PIPE AND TAG
LT LEFT
MAX MAXIMUM
MJ MECHANICAL JOINT
MIN MINIMUM
NG NATURAL GROUND
N NORTH
NTS NOT TO SCALE
NO NUMBER
OG ORIGINAL GROUND
PE PLAIN END
PROP PROPOSED
PB PULL BOX
RCP REINFORCED CONCRETE PIPE
RET RETAINING LOCATION MAP
RT RIGHT
SCH SCHEDULE SCALE: 1" = 40' -0"
s SEWER
sco SEWER CLEANOUT
SMH SEWER MANHOLE
SHT SHEET
SW SIDEWALK EMERGENCY TELEPHONE NUMBERS
s SOUTH
SCE SOUTHERN CALIFORNIA EDISON
SQ SQUARE
STL STEEL
SOUTHERN CALIFORNIA GAS COMPANY
SOUTHERN CALIFORNIA EDISON COMPANY
AT&T TELEPHONE COMPANY
DAY NIGHT
T TELEPHONE
w WEST/WATER
W/ ~TH
CITY OF NEWPORT BEACH UTILITIES DIVlSION
ORANGE COUNTY SANITATION DISTRICT
(800) 624-8153
(800) 611-1911
(800) 332-1321
( 949) 644-3011
(714) 962-2411
(714) 542-6222
(949) 644-3717
TIME WARNER CABLE
COX COMMUNICATIONS
BASIS OF BEARINGS:
BEARINGS ARE BASED ON THE BEARING BETWEEN ORANGE COUNTY SURVEYORS CONTINUOUS GPS
STATIONS "TRAK" TO "FVPK" BEING N67"14'53.B"E.
BENCHMARK:
COORDINATES SHO'NN ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM (CCS83), ZONE VI, 1983 NAO, (2007.00 EPOCH).
ELEVA110NS ARE BASED ON ORANGE COUNTY SURVEYORS BENCH MARK .JK-29-68•, A 3 3/4. ALUMINUM BENCHMARK DISK SET IN THE
NORTHERLY CORNER OF A 4 FT. BY 7 FT. CONCRETE CATCH BASIN LOCATED IN THE SOUTHERLY CORNER OF THE •r INTERSECTION OF PACIFIC
COAST HIGHWAY AND IRIS AVENUE. ELEV. = 84.166 FEET (NAVO 88, 1995 ADJUSTMENT, YEAR LEVELED 2011)
BORTHWICK GUY
BETTENHAUSEN, INC.
2444 Dupont Drive Irvine, CA 92612
949-476-8616 T
949-476-8707 F
I
I
DATE: 'Z. -2-ZCIS
~
NORTH
APPROVAL RECOMMENDED:
~ ,
fflAL OPERATIONS
DEPARTMENT
GENERAL NOTES
1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE
CONSTRUCTED IN ACCORDANCE \\1TH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION", 2009 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHER\\1SE 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 FIN ISH
TO ADJOINING IMPROVlEMENTS, UNLESS NOTED OTHER\\1SE.
4. P.C.C. SHALL BE CLASS 560-C-3250
5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VAULTS, WATER VALVlES, SCO, SURVlEY
MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVlERS TO FINISHED GRADE
PER CITY STANDARDS. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS.
6. PROPOSED PAVlEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF
EXISTING IMPROVlEMENTS UNLESS NOTED OTHER\\1SE.
7. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION
OF THE ENGINEER. FAILURE TO DO SO \\1LL PLACE RESPONSIBILITY OF THE CONTRACTOR FOR
CORRECTION.
8. ANY WORK NOT INDICATED ON THE DRA\\1NGS BUT CALLED FOR IN THE SPECIFICATIONS, OR
VICE-VlERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND
CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRA\\1NGS AND SPECIFICATIONS
OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE.
1
2
3
4
5
6
7
8
9
10
APPROVAL RECOMMENDED:
ACORI
INEER
SHEET INDEX
TITLE SHEET
DEMOLITION PLAN
CONSTRUCTION PLAN
CONSTRUCTION DETAILS
CONSTRUCTION DETAILS
LIGHTING PLAN
IRRIGATION PLAN
IRRIGATION DETAILS
PLANTING PLAN
PLANTING DETAILS AND NOTES
FOR SPECIFICATION SEE SPECIFICATION BOOKLET
C-6042
RE~EWED:
TITLE SHEET .,., ..,/4 ,, .~ rP::::.,..r-........... ,e:,7.'·,,(~
IANDY TRAN CORONA DEL MAR POCKET PARK
SENIOR Cl~L ENGINEER
DATE: /2~18-/1-/ CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
P-5230-S
SHEET 1 OF 1 Q
P-5230-S
10
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
CORONA DEL MAR POCKET PARK
C-6042
BORTHWICK GUY
BETTENHAUSEN, INC.
2444 Dupont Drive Irvine, CA 92612
949-476-8616 T
949-476-8707 F
2/18/2015
12/19/2014
N O R T H
0
SCALE:
feet4812
1/4" = 1'-0"
DEMOLITION PLAN
2
1. THE DEMOLITION CONTRACTOR SHALL VERIFY ALL PROPERTY LINES. LIMITS OF WORK LINES AND LOT
LINES PRIOR TO COMMENCING ANY DEMOLITION WORK
2. THE DEMOLITION CONTRACTOR SHALL COORDINATE ALL WORK THROUGH THE GENERAL
CONTRACTOR AND THE CITY'S REPRESENTATIVE. CONTRACTOR SHALL NOT WILLFULLY PROCEED
WITH DEMOLITION WHEN IT IS OBVI0US IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR CONDITIONS
EXIST THAT MAY NOT HAVE BEEN KNOWN DURING PREPARATION OF THESE PLANS.
3. NO CHANGE IN CONTRACT AMOUNT SHALL BE ALLOWED DUE TO ACTUAL OR CLAIMED DISCREPANCIES
BETWEEN EXISTING CONDITIONS AND THOSE SHOWN ON THE PLAN, INCLUDING QUANTITIES CALLED
OUT ON PLAN. UNLESS SUCH DISCREPANCIES ARE BROUGHT TO THE IMMEDIATE ATTENTION OF THE
GENERAL CONTRACTOR AND CITY'S REPRESENTATIVE IN WRITING
4. THE DEMOLITION CONTRACTOR SHALL DISPOSE OF ALL MATERIALS AS NOTED HEREIN OFF-SITE IN A
LEGAL MANNER.
5. THE DEMOLITION BASE SHEET WAS PREPARED FROM EXISTING INFORMATION DOCUMENTED IN THE
FIELD. THE INFORMATION REPRESENTED ON THIS PLAN IS NOT FROM AS-BUILT PLANS. THEREFORE
ALL CONDITIONS SHALL BE VERIFIED BY CONTRACTOR. THE CONTRACTOR SHALL CONFIRM ALL
CONDITIONS IN THE FIELD AFFECTING THE SATISFACTORY COMPLETION OF ALL DEMOLITION WORK
DESCRIBED ON THE PLAN AND REPORT ANY AND ALL DISCREPANCIES TO THE CITY IMMEDIATELY.
THE CITY SHALL PROVIDE RESOLUTION DIRECTION PRIOR TO PROCEEDING WITH ANY FURTHER
DEMOLITION WORK.
6. THIS PLAN IS FOR THE PURPOSE OF IDENTIFYING THE PRESERVATION, REMOVAL, DEMOLITION AND OR
SALVAGE OF LANDSCAPE AND HARDSCAPE CONSTRUCTION ITEMS ONLY.
7. THE DEMOLITION CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR AND REPLACEMENT OF ANY
DAMAGE TO ADJACENT ELEMENTS CAUSED BY HIS OPERATIONS.
8. THE DEMOLITION CONTRACTOR SHALL PERFORM ALL CLEARING AND GRUBBING WORK NECESSARY
TO ALLOW FOR ALL NEW CONSTRUCTION.
9. THE DEMOLITION CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND BEING FAMILIAR WITH
ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE
RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES
INCLUDING LANDSCAPE IRRIGATION SYSTEM.
10. THE DEMOLITION CONTRACTOR SHALL CONFIRM AND PROTECT ALL EXISTING UTILITY SERVICES &
METERS IN PLACE.
11. THE DEMOLITION CONTRACTOR SHALL CONTACT DIG ALERT PRIOR TO ANY DEMOLITION OR
CONSTRUCTION FOR VERIFICATION OF UNDERGROUND UTILITIES.
12. DAMAGE TO ANY EXISTING SOFTSCAPE AND HARDSCAPE THAT ARE NOT CALLED OUT FOR REMOVAL
SHALL BE REPAIRED OR REPLACED AND THE COST BORNE BY THE CONTRACTOR.
DEMOLITION NOTES
NOTE:
FOR SPECIFICATION SEE BOOKLET
1
0
"
S
S
DEMOLITION SCHEDULE
D-101
D-102
D-103
D-112
D-113
D-113
D-110
D-114
D-115
D-116
c_'_
-=
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'------" '
L_I
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'-._/
_,..,.--------.D-101
HOBIE SURF SHOP
~
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(D
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Lfl m
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D-101 1-----~
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• • + • + • • I • • • • • • ... • • /+ +
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• • . . ..
... + i' +
·~•;• ... . / ... ...
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... + .t +. +
\dr--,,--,-----,---,.,_-,,----,_--,--,----,--,----,,--,---,--,----,------,----,----,----,--4'-,j;..--, • .-....,;~.:.,;__,,,.;;_...,.;_4_~.,.........,;.;__,,,•;_""""_4-___ =;_.,,.;_,;:.-1-.~'-.~"--.,..;~~--,J • • .: .
'--'--t-+---,,--....... -----,--,---,,---,--,----,--,-----,--,---,• . ,Jfs:""'"'-..,..._..,.-...:,'7.:..,,..:_,,.;.... ..... _ ...... --":.,..L..,.;_.._:.._..,~~-'-..,_-?-....;LL......;.....,.L....,.;_L-c..,,.;:-u • .., /,._ .., .., .., .., .., • .,. • .., • .., • / • • .., .., • .., •
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+ + + + + + • + • + + + • + + + + + ,.,I + + + + + + + i + + + • + • + + + + ~ + + + + • + /+
+ • + + • • • • • • • • • + • • .1 + • + • • • • + ./ + + • • • • • + + "'/ • • + • + • • • /•
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+++++ +++++++++++:,,--:+ + ♦ .--,a,-+ + + + ♦ + + + + + + + ,.,,.,-. .Q~T.·.·.· ••••••••• /. ~u . . . . . ... •/.
• .J • • • • • • • .. • .. •/ •
D-103 l-------
• .. • • • • • .. • + • ./ • • .............. // ..... • + + + .. .. + + + _,,+ + + • • .. ........ ,...,.. ..... •
• • • . . ..
• • • • • • • ..
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• • 1 • ... + ... + + • •/ • +
• + ;• +1 • • ... • + • •/ ..
.n,iriarrrrl.-~·:_,,_:·i__:·~,.,1L-·:___.1·:_,,_:·:_,~·:_,__:·i_:i__--+_~·:_,J•~/:._:·-J_.:___~·:__i.,
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. /. .. / . • • • . .. • / + • ... •
• • . ..
•
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... • .. • / +
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+ ... +. f ' '--...... ,/"
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~-------1 D-105
+ + + + ... + /+ + +
---•
+ 7 "' ... + ..... __...'ff ........ • •
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• /+ ~--------< D-106
D-103 1-----~~-
BASIS OF BEARINGS:
-n-§,-') _._ -• • • ;::J .., ;+ + + +
+ ... ... ..
... + ... + +
• • • • • • • •
..
..
..
• • • ..
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~---------< D-109
. /
~----, D-117
SYMBOL
(0-101)
(0-102)
(o-10a)
(0-104)
(o-10s)
(o-10s)
(0-101)
(o-10s)
(0-109)
(0-110)
B
(0-112)
(o-11a)
(0-11 4)
(o-11s)
(0-110)
(0-111)
SYMBOL
RE~EWED:
DESCRIPTION
EXISTING WALL TO PROTECT-IN-PLACE.
EXISTING TREE STUMP. REMOVE STUMP AND ROOTS.
EXISTING LIGHT FIXTURES AND CONDUIT. TO BE REMOVED AND REPLACED. SEE
LIGHTING PLAN, SHEET 6.
EXISTING WATER SERVICE AND BACKFLOW PREVENTOR TO PROTECT-IN-PLACE.
EXISTING CURB DRAIN TO PROTECT-IN-PLACE.
EXISTING CURB TO PROTECT-IN-PLACE.
EXISTING GUTTER TO PROTECT-IN-PLACE.
EXISTING SIGN TD PROTECT-IN-PLACE.
EXISTING SIDEWALK TO PROTECT-IN-PLACE.
EXISTING SEWER CLEAN-OUT TO PROTECT-IN-PLACE.
EXISTING TRAFFIC SIGN TO PROTECT-IN-PLACE.
EXISTING ELECTRICAL BOX TO PROTECT-IN-PLACE.
GRUB AND CLEAR EXISTING SHRUBS AND GROUNDCOVER, TREES. REMOVE EXISTING
IRRIGATION
EXISTING PALM TO PROTECT-IN-PLACE.
REMOVE EXISTING HOSE BIB AND CAP SERVICE .
EXISTING 10"VCP SEWER TO PROTECT-IN-PLACE.
EXISTING 30" WATER TO PROTECT-IN-PLACE.
DESCRIPTION
REMOVE AND EXPORT TOP 6 INCHES OF TOP SOIL PRIOR TO ESTABLISHING FINAL
GRADES (SEE SHEET 3).
CALL TOLL FREE
1-800-227-2600
BEFORE YOU DIG
BEARINGS ARE BASED ON THE BEARING BETWEEN ORANGE COUNTY SURVEYORS CONTINUOUS GPS
STATIONS "lRAK" TO "FVPK" BEING N6T14'53.8"E. --------+------------------~ ... ;i ~
ANDY TRAN
BENCHMARK:
COORDINAlES SHOVl'N ARE BASED ON THE CALIFORNIA COORDINAlE SYSTEM (CCS83), ZONE VI, 1983 NAD, (2007.00 EPOCH).
ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYORS BENCH MARK "3K-29-68", A 3 3/4R ALUMINUM BENCHMARK DISK SET IN THE
NORTHERLY CORNER OF A 4 FT. BY 7 FT. CONCRETE CATCH BASIN LOCATED IN THE SOUTHERLY CORNER OF THE "T" INTERSECTION OF PACIFIC
COAST HIGHWAY AND IRIS AVENUE. ELEV. = 84.166 FEET (NAVO BB, 1995 ADJUSTMENT, YEAR LEVELED 2011) ND. DATE
SENIOR CIVIL ENGINEER
DATE: _______ _
DESCRIPTION OF RE~SIONS APPROVED
QTY
QTY
1,314 SF
SHEET OF
P-5230-S
10
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
CORONA DEL MAR POCKET PARK
C-6042
BORTHWICK GUY
BETTENHAUSEN, INC.
2444 Dupont Drive Irvine, CA 92612
949-476-8616 T
949-476-8707 F
2/18/2015
12/19/2014
N O R T H
0
SCALE:
feet4812
1/4" = 1'-0"
CONSTRUCTION PLAN
3
NOTE:
FOR CONSTRUCTION DETAILS, SEE SHEETS 4 - 5
FOR SPECIFICATION SEE BOOKLET
MANUFACTURER:
GAILS MATERIALS
x 10060 DAWSON CANYON ROAD
x CORONA, CA 92883
x MAIN OFFICE PHONE: 951-667-6106
x FAX: 951-667-6102
x www.gailmaterials.net/
RECYCLE DESIGN
x 804 HAZLETT STREET
x ANDERSON, IN 46016
x TEL: 765.374.0316
x TOLL FREE: 866.744.9899
x FAX: 765.643.0781
x GENERAL INFORMATION:
x info@recycledesign.com
x sales@recycledesign.com
x CONTACT: ED BOUTWELL
x eboutwell@recycledesign.com
LANDSCAPEFORMS
x 431 LAWNDALE AVENUE
x KALAMAZOO, MI 49048
x TEL: 800.430.6209
x www.landscapeforms.com
NDS
x TEL: 877-301-5242
x www.ndspro.com/
PHILIPS GARDCO LIGHTING
x 1611 CLOVIS BARKER ROAD
x SAN MARCOS, TX 78666
x TEL: (512) 753-1000
x TOLL FREE: (800) 227-0758
x FAX: (512) 753-7855
x www.sitelighting.com/
ANGELUS BLOCK CO.
x TEL: (714) 637-8594
x www.angelusblock.com/index.cfm
1
1
1
REFERENCE NOTES SCHEDULE 1/4" = 1' - 0" SCALE 1
0
"
S
S
3'
-
0
"
7'
-
1
0
"
2'
-
8
"
8'
-
0
"
13
'
-
8
1
/
2
"
3'-0"
2'
-
0
"
SQ
.
2'
-
0
"
SQ
.
2'
-
0
"
SQ
.
2'
-
0
"
SQ
.
6'-0"
2'-0"
SQ.
2'-0"
SQ.
2'-0"
SQ.
4'
-
0
"
M
I
N
.
2'
-
0
"
MI
N
.
1'-6"
9'-0"9'-0"
2'-0"
TYP.
23
'
-
8
"
1'-6"
1'
-
6
"
2'
-
0
"
TY
P
.
2'
-
0
"
TY
P
.
2'-0"
MIN.
C-101
C-102
C-102
C-104
C-104
C-106
C-106
C-107
C-107
C-107C-107C-106
C-101
C-103
C-110
C-110
C-111
C-111
C-111
93.36
FS
92.4
FS
93.36
FS
96.0
TW
4.
1
9
%
93.0
FG
95.0
FG
95.9
FG
97.5
FG
98.9
FG
C-103
C-103
94.0
FG
94.3
FG
96.0
TW
C-113
C-114
C-114
C-113
C-105
90.0°
TYP.
C-108
C-106
C-115
C-115
C-116
C-116
C-117
G
5
C-118
C-119
(92.25 TG)
(91.52 INV)
C-114
DR
A
I
N
F
L
O
W
DR
A
I
N
F
L
O
W
DR
A
I
N
F
L
O
W
DR
A
I
N
F
L
O
W
DRAIN FLOWDRAIN FLOW
5
C-107
C-120
C-107
C-107
5
92.3
FG
FLUSH
93.5
FG
2%
2%
2%
6%
C-121
H
5
C-113
C-107
C-113
C-122
1
4
D
4
Ground Elevation raised to cover wall footing
95.0
FG
94.5
FG
95.5
FG
1._-_-
::it•
-=
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BEARINGS ARE BASED ON THE BEARING BETWEEN ORANGE COUNTY SURVEYORS CONTINUOUS GPS
STATIONS "TRAK" TO "FVPK" BEING N67"14'53.8"E.
BENCHMARK:
COORDINAlES SHOVl'N ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM (CCS83), ZONE VI, 1983 NAD, (2007.00 EPOCH).
ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYORS BENCH MARK "3K-29-68", A 3 3/4R ALUMINUM BENCHMARK DISK SET IN THE
NORTHERLY CORNER OF A 4 FT. BY 7 FT. CONCRETE CATCH BASIN LOCATED IN THE SOUTHERLY CORNER OF THE "T" INTERSECTION OF PACIFIC
COAST HIGHWAY AND IRIS AVENUE. ELEV. = B4.166 FEET (NAVO BB, 1995 ADJUSTMENT, YEAR LEVELED 2011)
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2-18-15 BENCH DESCRIPllON / FLOOD LIGHT COLOR
CONSTRUCTION
SYMBOL DESCRIPTION
B
0
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s
B
B
B
s
s
8"X4''X16" CMU BLOCK WALL WITH BURNISHED FINISH.
CONCRETE PAVING.
TYPE: INTECRETE OR APPROVED EQUAL.
COLOR: LIGHT GRAY -#8084 (DAVIS COLORS).
FINISH: MOTHER OF PEARL SHELLS AT 35%.
*SEE SPECS FOR ADDITIONAL REQUIREMENTS.
DECOMPOSED GRANITE BUFFER AREA.
MANUFACTURER: GAILS MATERIALS
MODEL: NEXPAVE ORGANIC LOCK STABLIZER
COL : SLATE GREY
DECORATIVE BENCH. (TOTAL = 5)
MANUFACTURER: RECYCLE DESIGN
MODEL: INFINITY SERIES (60" -INF.SE.060)
COLOR: POWDERCOAT BLACK/ STANDARD MATTE
MOUNT: Y BASE SURFACE MOUNT /\
OPTION: SLEEP STOP (CENTERED) MOUNT HARDWARE-KIT L.:::,_
HDPE COLOR: WEATHERED
TRASH RECEPTACLE
MANUFACTURER: LANDSCAPEFORMS
MODEL: SCARBOROUGH LITTER -30 GAL CAPACITY,
SIDE-OPENING (26" WD AND 40" HT)
COLOR: IVY
LID: LID-A26A, COLOR: BLACK
~1:/N,K._· BOLT DOWN PER MANUFACTURER GUIDELINES
DESIGNER FLOODLIGHT LED (TOTAL= 5)
MANUFACTURER: PHILIPS GARDCO
MODEL: DFL7 -----,0,
COLOR: BLACK
1/2" CORTEN STEEL EDGE.
PROPOSED 5X7" DONOR PLAQUE PROVIDED BY THE CITY CONTRACTOR TO
MOUNT.
1/2" SAWCUT SCORE JOINT.
EXISTING WALL.
ATRIUM DRAIN WITH CATCH BASIN.
MANUFACTURER: NDS (877-301-5242)
MODEL: #991 AND #900
4" DRAIN LINE. OUT TO STREET. PER STD-184-L
EXISTING CONCRETE SIDEWALK.
EXISTING CURB AND GUTTER.
EXISTING PLANTER AND PALM.
SEALED ISOLATION JOINT.
4" PERFORATED SCH. 40 PVC SUB-DRAIN.
REMOVE AND RECONSTRUCT SIDE WALK PER CNB STD-180-L.
NOTCH CORTEN STEEL PLATE TO ACCOMMODATE DRAINLINE
SQUARE DRAIN WITH CATCH BASIN.
MANUFACTURER: NDS (877-301-5242)
MODEL: #999S AND #900
RE~EWED:
--------+------------------~ ... ;i ~
ANDY TRAN
SENIOR CIVIL ENGINEER
DATE: _______ _
NO. DATE DESCRIPTION OF RE~SIONS APPROVED
QTY DETAIL
1
F/5
A/4
C/4
H/5
8/4
E/4
8/4
F/5
SHEET OF
P-5230-S
10
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
CORONA DEL MAR POCKET PARK
C-6042
BORTHWICK GUY
BETTENHAUSEN, INC.
2444 Dupont Drive Irvine, CA 92612
949-476-8616 T
949-476-8707 F
2/18/2015
12/19/2014
CONSTRUCTION DETAILS
4
CONCRETE PAVING
SCALE: 3" = 1'-0"SECTION
1 2 3 4
4" MIN. THICK CONCRETE PAVING INTERCRETE (TM) SYSTEM.
COLOR: LIGHT GRAY # 8084 DAVIS COLORS (SEE SHEET 3)
FINISH: SMALL SHELLS AND 35% COVERAGE
1
#4 BARS @ 18" O.C. EACH WAY, CENTERED IN SLAB. USE WIRE DOBIE
BLOCKS TO PREVENT REINFORCING BAR FROM SAGGING.
2
1 1/2" SAND BED FOR PROPER CURING OF CONCRETE.3
95% PROTRACTOR DENSITY COMPACTION OF SUB-GRADE.4
A
1/2" WIDE ASPHALT IMPREGNATED
FIBER EXPANSION BOARD (OR
APPROVED EQUAL) TO FULL DEPTH
3/16" (PLUS OR MINUS) WIDE x 1/2"
DEEP TROWELED SCOREJOINT. 1/8"
RADIUS ON BOTH EDGES - SEE ITEM
NUMBER 16, THIS SHEET, FOR
CONTRACTION JOINT REQUIREMENTS.
3/16" WIDE (PLUS OR MINUS) x 1/2"
DEEP SAWCUT SCORE JOINT. LOCATE
WHERE INDICATED ON PLAN.
3/16" WIDE (PLUS OR MINUS) SAWCUT
CONTRACTION JOINT. JOINT DEPTH
SHALL BE 1/3 DEPTH OF CONCRETE
PAVING. LOCATE CONTRACTION
JOINTS SO AS TO FORM, AS NEAR AS
POSSIBLE, 8'-0" TO 12'-0" SQUARE
PAVING SECTIONS. SAWCUT JOINTS AS
SOON AS POSSIBLE, BUT GENERALLY
NO LATER THAN 8 TO 24 HOURS AFTER
PAVING INSTALLATION AND WHILE THE
CONCRETE IS STILL "PLASTIC".
PROVIDE BACKER ROD CONTINUOUS
ALONG BUILDING WALLS FOUNDATIONS
AND SLABS - SEE ALSO ITEM #17
- -#4 REBAR @ 18" O.C. EACH WAY
(CONTINUOUS) AND CENTERED IN SLAB
FINISH FLOOR OF BUILDING (AS /
WHERE APPLICABLE)
1/8" RADIUS EDGE
CONCRETE PAVING - SEE
CONSTRUCTION PLAN FOR COLOR AND
FINISH
POLYURETHANE TWO-PART JOINT
SEALANT PER SPECIFICATIONS OR
APPROVED EQUAL. SET BELOW FINISH
SURFACE. DEPTH PER
MANUFACTURER'S SPECIFICATIONS
AND RECOMMENDATIONS. COLOR /
TEXTURE TO MATCH ADJACENT
CONCRETE PAVING COLOR.
1/2" WIDE "COLD" JOINT. ALL SECTIONS
OF PAVING ON EITHER SIDE OF THE
JOINT SHALL BE "STITCHED"
TOGETHER BY USE OF 18" LONG #4
DOWELS @ 18" O.C.
COMPACTED SUBGRADE PER
SPECIFICATION.
18" LONG #4 "SPEED DOWELS" (OR
APPROVED EQUAL) @ 18" O.C.
BUILDING WALL OR STORE FRONT
EQ EQ
SAWCUT SCORE JOINT
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
1
8
10
9
1
11
5
1/2" WIDE SEALED ISOLATION JOINTS
SHALL BE INSTALLED IN LOCATIONS
WHERE PAVING ABUTS WALLS,
COLUMNS, FLOOR SLABS /
STOREFRONTS, CURBS AND OTHER
POINTS OF RESTRAINT INCLUDING
DRAINS, MANHOLES, UTILITY BOXES /
COVERS, STEPS, ETC. JOINTS SHALL
INCLUDE EXPANSION BOARD,
BACKERROD, AND SEALANT TO MATCH
CONCRETE COLOR.
17
3/16" WIDE TROWELED CONTRACTION
JOINT. JOINT DEPTH SHALL BE 1/3
DEPTH OF CONCRETE PAVING.
LOCATE CONTRACTION JOINTS SO AS
TO FORM, AS NEAR AS POSSIBLE, 8'-0"
TO 12'-0" SQUARE PAVING SECTIONS.
7
14 4
1 7
15 4
SAWCUT CONTRACTION JOINT
7
4
3
5
3
4
6
17
10
2
SEALED ISOLATION JOINT
TYPICAL PAVING JOINTS
SCALE: N.T.S.SECTIONB NEXPAVE ORGANIC-LOCK AGGREGATE PAVING
SCALE:VIEW1 1/2" = 1'-0"
1
2
3
4
5
NOTE: MAXIMUM 2" INSTALL LIFTS. COMPACT BETWEEN LIFTS.
6
NEXPAVE ORGANIC-LOCK AVAILABLE THROUGH GAIL MATERIALS
951-667-6106. TYPE/COLOR: SLATE GRAY.
1
NON-WOVEN 4 oz FILTER FABRIC (WRAP EDGES MIN 2")2
COMPACTED SUBGRADE3
FINISH GRADE.4
ADJACENT WALL. SEE CONSTRUCTION PLAN, SHEET 3.5
1/2" CORTEN STEEL EDGING.6
C
ATRIUM DRAIN WITH CATCH BASIN
SCALE: 3" = 1'-0"SECTION
1'-0"
1
1
2
3
4
5
NOTE:
INSTALL PER MANUFACTURER RECOMMENDATION.
MANUFACTURER:
NDS
877-301-5242
1% MIN. SLOPE
1% MIN.
SLOPE
CONNECT TO
DRAILINE
NDS 9"X9" ATRIUM GRATE WITH 9"X9" CATCH BASIN
2-OPENING.
MANUFACTURER: NDS
MODEL: #991 AND #900
1
3/4" GRAVEL BASE 4" TO 6" DEEP BELOW BASIN. TO PREVENT
STANDING WATER.
2
COMPACTED SUB-GRADE.3
ADJACENT WALL. REFER TO CONSTRUCTION PLAN. SEE
SHEET 3.
4
FINISH GRADE.5
EDRAINAGE DETAIL
SCALE:VIEW3/4" = 1'-0"
6"1 12
3 4 5 6
4" PERFORATED PIPE W/ FILTER
FABRIC (HOLES FACE DOWN)
1
4" NON- PERFORATED PIPE2
9" SQUARE GRATE W/ 9" CATCH
BASIN 2 OPENING
MANUFACTURE: NDS
MODEL # 999S AND 900
3
ENHANCED PAVEMENT4
SIDEWALK5
CURB & GUTTER6
7
7
7
3/4" CRUSHED GRAVEL
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CALL TOLL FREE
1-800-227-2600
BEFORE YOU DIG
BASIS OF BEARINGS:
BEARINGS ARE BASED ON THE BEARING BETWEEN ORANGE COUNTY SURVEYORS CONTINUOUS GPS
STATIONS "TRAK" TO "FVPK" BEING N6T14'53.8"E.
BENCHMARK:
COORDINAlES SHOVl'N ARE BASED ON THE CALIFORNIA COORDINAlE SYSTEM (CCS83), ZONE VI, 1983 NAD, (2007.00 EPOCH).
ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYORS BENCH MARK "3K-29-6B", A 3 3/4R ALUMINUM BENCHMARK DISK SET IN THE
NORTHERLY CORNER OF A 4 FT. BY 7 FT. CONCRETE CATCH BASIN LOCATED IN THE SOUTHERLY CORNER OF THE "T" INlERSECTION OF PACIFIC
COAST HIGHWAY AND IRIS AVENUE. ELEV. = 84.166 FEET (NAVD BB, 1995 ADJUSTMENT, YEAR LEVELED 2011)
0
0
0
0
0
RE~EWED:
l----+----+------------+------1~ ... , ~
ANDY TRAN
SENIOR CIVIL ENGINEER
DATE: ___ _
NO. DATE DESCRIPTION OF RE~SIONS APPROVED SHEET OF
CORTEN STEEL EDGING (RETAINING)
(96.10 TW)
(96.00 FS)
(95.9 FS)
(95.15 TW)
95.00EL
95.9
EL
2
1
2 3
4
2
(96.10 TW)
(95.90 FG)
(95.00 FG)
(95.15 TW)
4
1
2
4
4
1
SECTION ELEVATION
PLAN VIEW
ISOMETERIC VIEW
VARIES
SEE PLAN
5
6
NOTE:
DETAIL REPRESENTS
TYPICAL RELATIONSHIP. EACH
TERRACE RETAINAGE HEIGHT
VARIES. SEE SHEET 3.
1/2" THICK CORTEN STEEL EDGING.
STEEL EDGE ALIGN WITH EXISTING
RAKED WALL JOINT.
1
EXISTING WALL.2
CORTEN STEEL MULCH EDGING. SEE
DETAIL C, SHEET 4.
3
FINISH SURFACE.4
COMPACT SUBGRADE TO 90%5
WHERE REQ. NOTCH CORTEN TO
ALLOW DRAIN LINE
6
HRETAINING WALL AND BENCH
1
2
3
4
3
4
5
6
7
8
9
10
11
12
13
10
10
15
16
14
1
5
6"
3"
TYP.
17
CONCRETE MASONRY
MANUFACTURER: ANGELUS BLOCK CO. (714-637-8594)
COLOR: SLATE
CAP FINISH: PRECISION
8X4X16 CMU: BURNISHED (ALL EXPOSED SIDES)
8" X 4" X 16" CMU BLOCK RETAINING WALL.1
8" X 2" X 16" CMU CAP.2
#4 VERTICAL REBAR @ 16" O.C. ALL REBAR SHALL CONFORM
TO ASTM A934 GRADE 60 (FUSION BONDED EPOXY COATED).
3
#4 HORIZONTAL REBAR CONTINUOUS. ALL REBAR SHALL
CONFORM TO ASTM A934 GRADE 60 (FUSION BONDED
EPOXY COATED).
4
CONCRETE FOOTING.5
DECOMPOSED GRANITE BUFFER AREA. SEE
CONSTRUCTION PLAN, SHEET 3.
6
DECORATIVE BENCH. SEE CONSTRUCTION PLAN, SHEET 3.7
ADJACENT PAVING. SEE CONSTRUCTION PLAN, SHEET 3.8
EXPANSION JOINT OR COLD JOINT. SEE DETAIL A, SHEET 4.9
95% PROTRACTOR DENSITY COMPACTION OF SUB-GRADE.10
BITUTHANE WATERPROOFING MEMBRANE. AS
APPROPRIATE FOR THE SITE CONDITION AND APPLICATION.
WATERPROOF BACK OF WALL SYSTEM SHALL BE
COMPATIBLE WITH CONCRETE AND SOIL TYPE. INSTALL
PER MANUFACTER'S SPECIFICATION AND
RECOMMENDATIONS.
11
MIRADRAIN #9000 (OR APPROVED EQUAL) DRAINAGE MAT
TO BE INSTALLED OVER WATERPROOFING, CONTINUOUS
DOWN TO PERFORATED DRAINLINE.
12
4" PERFORATED DRAIN PIPE CONNECTED TO SITE STORM
DRAIN SYSTEM.
13
MIRADRAIN FABRIC TO BE "PULLED BACK" FROM DRAINAGE
CORE AND OVER-LAPPED OVER DRAINLINE SOIL
SEPARATING FABRIC TO CREATE A SEALED DRAINAGE
SYSTEM. USE
APPROPRIATE ADHESIVE (OR OTHER METHOD) TO ENSURE
THAT FABRICS DO NOT SLIP OR SEPARATE FROM EACH
OTHER.
14
SOIL SEPARATING FABRIC. WRAP FABRIC AROUND DRAIN
PIPE AND AFFIX TO BOTTOM, FRONT & REAR PORTION OF
MIRADRAIN TO ALLOW WATER TO FLOW INTO DRAIN PIPE.
15
3/4" DIA. SMOOTH/ROUND GRAVEL BACKFILL.16
EXPOSED CONCRETE SHALL BE SMOOTH AND TROWEL
FINISH.
17
F
P-5230-S
10
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
CORONA DEL MAR POCKET PARK
C-6042
BORTHWICK GUY
BETTENHAUSEN, INC.
2444 Dupont Drive Irvine, CA 92612
949-476-8616 T
949-476-8707 F
2/18/2015
12/19/2014
CONSTRUCTION DETAILS
5
1. ADA REQUIRES A MINIMUM 4'-0" CLEAR PATHWAY FOR
PEDESTRIAN MOVEMENT ALONG THE SIDEWALKS AND
WALKWAYS. ALTHOUGH DISTANCES BETWEEN EDGES OF
WALKING SURFACES AND OTHER ELEMENTS OF THIS PLAN,
INCLUDING CURBS, BUILDING WALLS, LANDSCAPE WALLS,
BENCHES, TREE WELL OPENINGS, PLANTER POTS AND
PILASTERS WERE CHECKED AND APPEAR TO MEET THIS
REQUIREMENT, BUILDINGS AND CURBS MAY NOT BE LOCATED
AND CONSTRUCTED PRECISELY AS PER PLAN. THE
CONTRACTOR IS RESPONSIBLE TO VERIFY ALL DISTANCES IN
THE FIELD AFTER CONSTRUCTION OF THE BUILDINGS AND
CURBS TO INSURE THAT THE ADA REQUIREMENTS CAN BE MET
AS INTENDED PER THESE PLANS. ANY FIELD DISCREPANCIES OR
DEFICIENCIES SHALL BE BROUGHT TO THE ATTENTION OF THE
LANDSCAPE ARCHITECT FOR RESOLUTION PRIOR TO THE
CONSTRUCTION OR INSTALLATION OF ANY SITE OR LANDSCAPE
RELATED ELEMENTS. FAILURE TO DO SO SHALL CAUSE THE
CONTRACTOR TO BE RESPONSIBLE TO REMOVE AND REINSTALL
ANY ELEMENT OF THE PLAN WHOSE PROXIMITY TO ANOTHER
SITE OR LANDSCAPE ELEMENT CAUSES THE PROJECT TO NOT BE
IN COMPLIANCE WITH THE ADA REQUIREMENTS, AT NO
ADDITIONAL COST TO THE OWNER. THE MINIMUM DIMENSIONS
MUST ALWAYS COMPLY WITH ALL APPLICABLE CODES.
2. THE CONTRACTOR IS RESPONSIBLE TO VERIFY ALL DISTANCES
IN THE FIELD AFTER CONSTRUCTION OF THE BUILDINGS AND
CURBS TO INSURE THAT THE DESIGN CAN BE MET AS INTENDED
PER THESE PLANS. ANY FIELD DISCREPANCIES OR
DEFICIENCIES SHALL BE BROUGHT TO THE ATTENTION OF THE
LANDSCAPE ARCHITECT FOR RESOLUTION PRIOR TO THE
CONSTRUCTION OR INSTALLATION OF ANY SITE OR LANDSCAPE
RELATED ELEMENTS. ALL CONSTRUCTION ITEMS MUST ALWAYS
COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF
FAMILIAR WITH ALL EXISTING AND PROPOSED UNDERGROUND
UTILTIES, PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE
SOLE RESPONSIBILITY FOR COST INCURRED TO DAMAGE AND
REPLACEMENT OF SAID UTILTIES.
4. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH
CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT
UNKNOWN OBSTRUCTIONS, AREA DISCREPANCIES AND/OR
GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN
DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY
BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT.
THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR
ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH
NOTIFICATION.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION
WITH SUBCONTRACTORS AS REQUIED TO ACCOMPLISH ALL
CONSTRUCTION OPERATIONS. ALL PIPING, CONDUIT, SLEEVES,
ETC. SHALL BE SET IN PLACE PRIOR TO INSTALLATION OF
CONSTRUCTION ITEMS.
6. REFER TO CITY, COUNTY, STATE OR FEDERAL STANDARD PLANS,
CODES AND REQUIREMENTS AS APPLICABLE.
7. CONTRACTOR IS RESPONSIBLE FOR REPLACEMENT OF ANY
EXISTING MATERIALS THAT ARE DAMAGED DURING
CONSTRUCTION.
8. PRIOR TO INSTALLATION OF HARDSCAPE, ALL FORMS AND
LAYOUTS MUST BE OBSERVED AND ACCEPTED BY THE
LANDSCAPE ARCHITECT OR THE CITY'S AUTHORIZED
REPRESENTATIVE.
9. PRIOR TO INSTALLATION OF ANY CONSTRUCTION ITEMS, FORMS
WITH STEEL IN PLACE AND COMPACTED SUBGRADE COMPLETE
MUST BE OBSERVED AND APPROVED BY THE LANDSCAPE
ARCHITECT OR CITY'S AUTHORIZED REPRESENTATIVE.
10. CONTRACTOR SHALL SUBMIT ALL SAMPLES PER
SPECIFICATIONS. THE LANDSCAPE ARCHITECT SHALL APPROVE
ALL SAMPLES PRIOR TO CONSTRUCTION, FABRICATION AND/OR
PURCHASE.
11. ALL PROPERTY LINES AND LOT LINES SHALL BE VERIFIED PRIOR
TO COMMENCING WORK.
12. ALL ELECTRICAL JUNCTION BOXES FOR LIGHTS SHALL BE
CONCEALED IN PLANTING AREAS AS APPROVED BY LANDSCAPE
ARCHITECT.
13. ALL LANDSCAPE INSTALLATION SHALL BE PERFORMED BY A
LICENSED CONTRACTOR WITH A C-27 LICENSE OR GREATER.
14. CONSTRUCTION REQUIREMENTS, MATERIALS, AND
CONSTRUCTION TECHNIQUES SHALL COMPLY WITH ALL LOCAL
CODES AND ORDINANCES
15. THE TOP OF FOOTINGS FOR CONCRETE OR MASONRY WALLS
WHICH ABUT PLANTER AREAS AND THAT ARE LESS THAN 36
INCHES IN WIDTH SHALL BE DEEPENED TO 24 INCHES TO PERMIT
IRRIGATION PIPE AND PLANTING INSTALLATION. COORDINATION
WITH THE CIVIL ENGINEER. MAY ALSO BE REQUIRED AS THERE
MAY BE POINTS OF CONFLICT WITH THE CIVIL'S STORM DRAIN
LINES LOCATED IN THE VICINITY.
16. CONTRACTOR SHALL ALLOW FOR THE POSSIBILITY OF FIELD
ADJUSTMENTS TO FINE TUNING OF WALL HEIGHTS
(PARTICULARLY RETAINING TO FREE STANDING WALLS) IN BID.
CONSTRUCTION NOTES
DECORATIVE BENCH AND CMU WALL ELEVATION
1
12
2
3
34
4
5 12
3
2'-0"2'-0"2'-0"
1'-0"
TYP.
15'-1"
1'-0"
TYP.
8'-7"
6
6"
3'-0"
7
8"X6"X16' CMU WALL. SEE DETAIL F, SHEET 5.1
DECORATIVE BENCH. SEE CONSTRUCTION PLAN, SEE SHEET 3.2
DECOMPOSED GRANITE. SEE CONSTRUCTION PLAN, SEE
SHEET 3 AND DETAIL C, SHEET 4.
3
CONCRETE FOOTING.4
EXISTING WALL. SEE CONSTRUCTION PLAN, SHEET 3.5
TRASH RECEPTACLE. SEE CONSTRUCTION PLAN, SHEET 3.6
36" X 36" X 8" CONCRETE PAD.7
G
NOTE:
CONTINUOUS BUTT WELD AT
JOINTS. CONTRACTOR TO
PROVIDE FABRICATOR SHOP
DRAWINGS. FIELD VERIFY
DIMENSIONS
1
1
1
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WALL ENLARGEMENT
SEE RIGHT
0 SCALE: 3/4" = 1 '-0"
,._
a ' -~
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
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,¥.; -_,
I
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11
WALL WATERPROOF AND
DRAINAGE ENLARGEMENT
SCALE: NTS
•• I
0 SCALE: 11/2" = 1'-0"
0
0
0
0
0
0
VIEW
I I
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CALL TOLL FREE
1-800-227-2600
BEFORE YOU DIG
, , 231-811
.
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, ,
I
as· ' .. _ ,, ·r:-. ~
)" e-1 lb lb lb lb ff~ I~ I~ I~ ~ .
'!
I /
-'
,
(96,00TW)_
(94.00 EL}_
(93.36 FS) _
(93,00 EL}_
(92.69TF) _
-----------+1_1
_--+----+------------+/ _____________ ~(90}9 BF)_
1------------'/ ,. 1------------'/
~"I---------(
, ,
,
VIEW
BASIS OF BEARINGS:
BEARINGS ARE BASED ON THE BEARING BETWEEN ORANGE COUNTY SURVEYORS CONTINUOUS GPS
STATIONS "TRAK" TO "FVPK" BEING N6T14'53.8"E.
BENCHMARK:
COORDINAlES SHOVl'N ARE BASED ON THE CALIFORNIA COORDINAlE SYSTEM (CCS83), ZONE VI, 1983 NAD, (2007.00 EPOCH).
ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYORS BENCH MARK "3K-29-6B", A 3 3/4R ALUMINUM BENCHMARK DISK SET IN THE
NORTHERLY CORNER OF A 4 FT. BY 7 FT. CONCRETE CATCH BASIN LOCATED IN THE SOUTHERLY CORNER OF THE "T" INTERSECTION OF PACIFIC
COAST HIGHWAY AND IRIS AVENUE. ELEV. = 84.166 FEET (NAVD BB, 1995 ADJUSTMENT, YEAR LEVELED 2011)
, ,
2-18-15 BENCH DESCRIPllON / FLOOD LIGHT COLOR RE~EWED:
--------+------------------~ ... ;i ~
ANDY TRAN
SENIOR CIVIL ENGINEER
DATE: _______ _
NO. DATE DESCRIPTION OF RE~SIONS APPROVED SHEET OF
P-5230-S
10
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
CORONA DEL MAR POCKET PARK
C-6042
BORTHWICK GUY
BETTENHAUSEN, INC.
2444 Dupont Drive Irvine, CA 92612
949-476-8616 T
949-476-8707 F
2/18/2015
12/19/2014
N O R T H
0
SCALE:
feet4812
1/4" = 1'-0"
LIGHTING PLAN
6
1
2
3
4
5
1
2
3
4
5
UPLIGHT WITH CONCRETE FOOTINGA
MANUFACTURER:
PHILIPS GARDCO LIGHTING
1611 CLOVIS BARKER ROAD - SAN MARCOS, TX 78666
TEL: (512) 753-1000 TOLL FREE: (800) 227-0758
FAX: (512) 753-7855 www.sitelighting.com/
GENERAL NOTES:
ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE LATEST
CALIFORNIA CODES OF REGULATION (CCR), NATIONAL ELECTRICAL CODE
EDITION AND ALL APPLICABLE LOCAL CODES AND REGULATION.
NOTE:
FOR SPECIFICATION SEE BOOKLET
1
1
1
0
"
S
S
J
PJ
LI-101 LI-102
LI-102
LI-105
LI-101
1'-
3
"
1'-9"12'-10"14'-4"
1'-
3
"
1'
-
3
"
3'-
0
"
1'-9"3'-0"
8'-3"
2'
-
9
"
c_'_
;:,_
·:::,
' 1._" _-:-,
-=
/_
L___,
~
'
L_I
,='~1
=
SYMBOL
HOBIE SURF SHOP ---
.,..-----------i Ll-103
~---1 Ll-104 ~
CD m
~
~----< Ll-101 t---~
NOTE: UPLIGHT TO BE
LOCATED BY LANDSCAPE
ARCHITECT OR CLIENT.
I
I
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~
I'-m
~
/
I
I
I
I
I
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/
/
--1-'\..----C~
I
Ll-1 02 J-------'>'-:' -
I
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I
I I
/"·' ::-;
0 DESIGNER FLOODLIGHT LED
MANUFACTURER: PHILIPS GARDCO
MODEL: DFL7
0 ST-18" "STANCHION"
0 NEW 1/2" CONDUIT.
Q CONCRETE FOOTING.
Q FINISH SURFACE.
•
I
I
11 II
1'-0"
0 SCALE: 1" = 1'-0"
CALL TOLL FREE
1-800-227-2600
BEFORE YOU DIG
-
•
~ C--t9 .,,
0-,,.
/
/
/
/
/
/
I
I
I
I
I
I
I
,-<...::: --/
I II I I I I -
11111 I~ <D -'
II ~
·11-_1
" •
1'-0"
VIEW
BASIS OF BEARINGS:
9o J ---/ / .,, .,,
/
/
--,-9-§➔~---
/
/
/
/
/
,-,-,--
BEARINGS ARE BASED ON THE BEARING BETWEEN ORANGE COUNTY SURVEYORS CONTINUOUS GPS
STATIONS "TRAK" TO "FVPK" BEING N6T14'53.8"E.
BENCHMARK:
COORDINAlES SHOVl'N ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM (CCS83), ZONE VI, 1983 NAD, (2007.00 EPOCH).
-
ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYORS BENCH MARK "3K-29-68", A 3 3/4R ALUMINUM BENCHMARK DISK SET IN THE
NORTHERLY CORNER OF A 4 FT. BY 7 FT. CONCRETE CATCH BASIN LOCATED IN THE SOUTHERLY CORNER OF THE •T" INTERSECTION OF PACIFIC
COAST HIGHWAY AND IRIS AVENUE. ELEV. = B4.166 FEET (NAVO BB, 1995 ADJUSTMENT, YEAR LEVELED 2011)
lO m
~
NOTE: UPLIGHT
TO BE LOCATED
BY LANDSCAPE
ARCHITECT OR
CLIENT.
/
/
/
~
L(l
07
~
-------'k----1--tSr------
/
I . I
I
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/
/
----..,.1~--,,f
I
I
I
)
f
---·-
CD
®
I
I
// f
NOTE: UPLIGHT
TO BE LOCATED
BY LANDSCAPE
,-
I /2-/ I, • i t-----t--~11,___~-----t-------t--t------r-------t-------t.'f
["'""" II Ill I,.
I .. .. ,___/_1__,l,'---t-----t------j---t--/-/------t---t-/,~/, r
l :.:. ,,,--, /// 17
/
\
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/
/
/
/
/
j -
~
V.JV.J
~
-~ ~
~
I
/
/
I
1/
/
/
/
1/
!"
/
/
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f
1/
1/
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/
I
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f
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/
/
f
'' /,.
/
1 1 f
/
// f
~ ~
r,. ARCHITECT OR
c:;;J CLIENT.
2-18-15
(!I
BENCH DESCRIPllON / FLOOD LIGHT COLOR RE~EWED:
--------+------------------~ ... ;i ~
ANDY TRAN
SENIOR CIVIL ENGINEER
DATE: _______ _
NO. DATE DESCRIPTION OF RE~SIONS APPROVED
LIGHTING KEYNOTES
SYMBOL DESCRIPTION
(u-102)
(u-103)
(u-104)
(u-10s)
DESIGNER FLOODLIGHT LED
MANUFACTURER: PHILIPS GARDCO
MODEL: DFL7
COLOR: BLACK
NEW 1/2" CO UIT LINE.
EXISTING CONDUIT LINE. TO PROTECT-IN-PLACE.
EXISTING J-BOX -POINT OF CONNECTION. TO PROTECT-IN-PLACE.
EXISTING PHOTO CELL J-BOX. TO PROTECT-IN-PLACE.
SHEET
DETAIL
N6
OF
Existing Water line was
sleeved and passes
under decorative
concrete. Line is owned
by Hobie Shop and
feeds Controller and
valve
Water line not
capped since it
serves tree wells in
sidewalk
L
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V)
::::,
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LU
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1-
1.U
c'.:'\
>-=>
0
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m!.119!:
wl
l
----------------
IMNIIFAOTI.llfR(!,IOOSCfllPllDN .!ill:
RAIH BlflD XCZ.U-ICX>PRF Ml
IDNFl.OWDlfPCOHTIIOl.kIT, r U)W FUl\VVAL.\/E, 3/1'
PRESSURE~'ONOR8YFILT'ER,Al«>30PSIPll£SSUIE
IIEGIAA'lOfl. a,:ic;.p-,,i_
RAIN IIRD 0PE1VHO
MP SVSTEAI OPmATION fOC.,TOA
RAINDIADMOCR:AI' OAlP\lr<E FLUSH VAl.'1/E CN' II< COMPRESSION l'l1"IN3
C0UPWI.
Cl!!
RAIN MU)WMl1fl 11111
rJ•·~~FVAl\lt:.~Of'QUAUTYRUST-PROOF
MATEAIAI.S, wmi,. o..o'Dnl' VALVE BOX ($E87X8 ~
80><). USE'MTH fNSTALU.TK»lenowSOIL THEVAL.YE
WU,t.M.i.OWAIRlOESCNE lltEl'IPWNf. IIAlS
PREVEN1l 10WATER HMIMEROR BU>Cl<AGE
AREA TO Al:O?JYE ORPUIIE
IWNBll1DXFMll-1&(18J
llfS SUB-SURFACE ..,,ESSUIIE COMPEHSATINO
W'°5CN'E OAIPIJNEW/alf>PeR SHIElD TE<»IOtDGY,
-EWTTERS AT 11.0'0.C. OIUPU!lElATEAAUI &PACED AT 18,0' Al'AAT, Y,mt EMITTE1IS CffSET FOR
TIUANG\IIAAPATTfl'l,I.WllfSISTANT,
RAl< • .._LAC
I' 8W.SS 0IXK<XlUP!MO VALVE v.mi
~ESIS'T-'1/'1 STIIINl.ES$ =LsPtllNO.
LOCICINO-flUilBEI\COVOI.AffD:w>!EQl
BOO't,
MATCO,HDfOCA754
BRASS SHUT OFF IW.I. VAL~ UNE &Ill!. TWO PIECE BOO'v, 81.0Y/,Q(lf PAOOFSTnl.,«:IIELP<AJcDSQllO
BRASS 8AU.. Tl<RliADED, Ml>! PTl'ESEATS. SIME SZE AS EPlf'e.
UWGATK»I lAl EML UHEc PVC SCH 0UU: ..
"'61S 1• NSIZE IJNI..ESSOTHEllV4SE flOTEDDNPlAHS
IRBGA110N ld.'IWNE: PVC SCH£DIAE <O r MAINU><E PIPE EXTENOINO FAOM ElOST\NO Sl'STI!>\ t.()C-.tEDINl><E MEDIAN. PRIMDEll!IIKlA110N SlilVe AS
SltOWNONPW<
IRIIGATIOII lt'J ElOSTIHO
PIP!! Sl£EVE: PYC SCHEDULE 90
TfflCAI. PIPE SU'EIIE FOR IAAIG\~ PIPE. PIPE SI.EEVE
Sl2E SHAU AL.LOW fOR IR!lKlAllOII PIPING A>l:J 11<80
IIEIATED OOUl'll>IGS TO EASll V UDE THAOUtlH
~001,1.ATERIAL. EXTEND SI.EMS ti 1110(£5
DEY0ND E0CCS OF PAW,O OR OOIISIRVCTIOH,
639.85.J', OM
orv DETAIL
0/11
t7QOLF. 1!18
10.:JLF. EIS
11.SLF,
1$./11,,F. ~
BASIS OF BEARINGS:
HOBt:E SURF SHOP
I
I
I
I
I I I
I
I
I
I
I
I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I
I
I
I
I
I
\
D
ENLARGEMENT OF AS-BUILT CONNECTION AT MEDIAN ON PCH
SCALE: NTS
ff 0
INSTALL A NEW DAI
EXISTING WIRE PAIRS FROM CLOSEST
LOCATION UTILIZING "ADD-A-ZONE" AND CONNECTIN
EXISTING CONTROLI.EA '8' LOCATED AT HELIOTROPE AVENUE.
R CO. PARlS • PLEASANTON, CA
MODEL NO: RC0860009 "-~ /I
0 J JACK ANO BORE 4' SCH 40 PVC SLEEVE PER SSPWC 306-2
0~ FOR (1) 1' IRRIGATION PRESSURE LINE AND (1) 1• IRRIGATION
/ LATERAL LINE FROM POCKET PARK TO EXISTING MEDIAN ISLAND. (j SEE DETAIL H, SHEET 8. ~~ L.--------------------' t;-,§' ~1 NOTE!
CONlFIAC'TOA S~ POlttOi.E ALL UTILITY CROSSI GS
PRIOR TO BORING.
NOtE:
FOR IRRIGATION DETAllS, SEE SHEET 8
FOR IRRIGATION NOlES & LEGEND, SEE SHEET 9
FOR SPECIFICATION see BOOKLET
0 <I I 12 n..n..n._r-,
SCALE, 114• • 1"4' -~
NORTH
C-6042
•
BORnM1CKGUY
u BETTENHAUSEN. INC. CALL TOLL FREE STAtlOllS "IRJJ(" 10 "f"\'PI(" l!DNC HG7"U"5l.8•E.
1-800-227-2600 Nior nw, CORONA DEL MAR POCKET PARK @ BU,RIIIGS ARE BASEO ON Ill( ll(A G' IIO'l,UN ORANCE COUNIY SIJRI/E'IOIIS CONTINUOUS C',PS IRRIGATION PLAN
BEFORE YOU DIG BENCHMARK: °"" Oftml 0 -...u _, ...,. "' nc ~ -" ,...,,.. ,....,i ,.. " ,,.,. ""'",,.., ... .,.._ ::~~=•0°,t' INlna. CA 92812 CITY OF NEWPORT BEACH P-5230-S
~ :;:",=~~""s:::'°,~m""=~:"°'.,:.~io";;~.:,~t=~.;'~'f.:,~, 949-47~707F 110. DAT!. O!:SCAIPl'IOIICFAt'tlSIONS Al'l'!!(MI) OAtc: 121191201• PUBLIC'MlRKS OEf>ARTMENT 9llr1 7 Of 10 L ________________ .J....!.....,.~c.!!2~•~-~-~•>0LC.!:!!:;!:...!!:nn.!!:.:•:...!"'il;i""!!!.!""!!'!.l!:!•::!!"'~.!!•""!!.:i""""~:::!l!l""":!!'"~""""::!.!!!~""=' ______ ....1. ____________________ ...J. __ .__ __ _,1'--------------l----'--------'------------------'-------'
G JACK AND BORING 4" SCHEDULE 40 PVC SLEEVE
1
2
3
4
5
6
7
1
2
3
4
5
6
7
H
XERIGATION CONTROL ZONE KIT - LOW FLOW
SCALE: 1" = 1"VIEW
1 2
3
4
6
7
8
9
10
11
12
13 14 15
16 17 5 19
18
FINISH GRADE / TOP OF MULCH1
VALVE BOX WITH COVER: JUMBO SIZE
HEAT BRAND 'RCV' AND CONTROLLER
STATION # ONTO LID.
2
30-INCH LINEAR LENGHT OF WIRE,
COILED
3
WATERPROOF CONNECTION4
FILTER FABRIC5
CHRISTY ID TAG6
REMOTE CONTROL VALVE (INCLUDED
ON CONTROL ZONE KIT) SEE PLAN
FOR SIZE.
7
PRESSURE REGULATING QUICK
FILTER (INCLUDED IN CONTROL ZONE
KIT)
8
PVC SCH 40 FEMALE ADAPTOR9
LATERAL PIPE (TO SYSTEM)10
PVC SCH 80 NIPPLE (2-INCH LENGTH,
HIDDEN) AND PVC SCH 40 ELL
11
PVC SCH 40 ELL12
PVC SCH 80 NIPPLE (2-INCH LENGTH,
HIDDEN) AND PVC SCH 40 ELL
13
PVC SCH 40 TEE OR ELL14
MAINLINE PIPE15
3-INCH MIN. DEPTH OF 3/4-INCH
WASHED GRAVEL
16
1" X 3/4" REDUCING COUPLING17
PVC UNION18
BRICK (1 OF 4)19
A
TYPICAL DRIP LINE SYSTEM LAYOUT
SCALE: 1" = 1"PLAN
NOTE:
TRIANGULAR SPACE
EMITTERS AS SHOWN
BELOW
2
4
16 73
8
9
F
A
TO LATERAL
TO AIR RELIEF /
FLUSH VALVE
TO AIR RELIEF / FLUSH
VALVE / LATERAL
TYPICAL DRIPLINE SECTION
PVC LATERAL TO SUPPLY HEADER PIPE TRANSITION FROM SUPPLY HEADER TO DRIP TUBING
1
210
11
12 13 1 1415
16
1 10 11
2 17
13 15
16
11
11
17
18
13 1516
17
2
PRESSURE-COMPENSATING IN-LINE EMITTER TUBING: SEE
LEGEND
1
PVC SUPPLY HEADER2
PVC RISER FROM 12" LATERAL TO 4" SUPPLY HEADER3
PIPE TRANSITION POINT FROM PVC HEADER TO EMITTER
TUBING
4
PVC MAINLINE - SEE PLAN6
XERIGATION CONTROL VALVE - SEE LEGEND7
FLUSH VALVE AT LOW POINT OF SYSTEM - SEE LEGEND8
AIR RELIEVE VALVE AT HIGH POINT OF SYSTEM - SEE
LEGEND
9
½" COMP X ¾" MPT ADAPTER10
SCH 40 PVC TEE (SxSxT)11
BARB x BARB TEE12
TOP OF MULCH (SEE SPECS)13
TIE DOWN STAKE @ 6'-0" O.C. AND AT BENDS AND ENDS.14
FINISHED GRADE15
TOP SOIL COVER16
PVC SCH 4017
PVC SCH 40 ELBOW18D
TOP OF MULCH1
SUBTERRANEAN EMITTER BOX2
AIR RELIEF VALVE KIT:
SEE LEGEND/SPECS
3
3" MINIMUM DEPTH OF ¾"
WASHED GRAVEL
5
PVC HEADER - SEE TYPICAL DRIPLINE
SYSTEM DETAIL, THIS SHEET
6
FINISH GRADE4
1 2
4
5
6
3
PVC SCH 40 TEE SxSxT7
AIR RELIEF CONNECT TO PVC HEADER
SCALE: N.T.S.VIEWB DRIPLINE FLUSH VALVE
SCALE: 1" = 1"SECTION
6
5 98
1 TORO BARBED ELL (DL-E9018)
4
6
7
CRUSHED ROCK (3" DEPTH)
9
SUBGRADE
MULCH - DEPTH PER SPECIFICATIONS
NOTE:
1.) TEFLON TAPE ALL
CONNECTIONS
2.) FLUSH CAP TO REMAIN IN
PLACE UNLESS FLUSHING
DRIP LATERAL LINES
2
2 DRIP TUBING - SWEEP DOWN TO ENTER
VALVE BOX
3 DRIP TUBING - LENGTH AS REQUIRED
TORO FCH-H W/ DL200 AUTOMATIC FLUSH
VALVE WITH DL-75MA-9153 34" MALE
ADAPTER
PLASTIC ROUND VALVE BOX, 6" SIZE - HEAT
BRAND "FV" ONTO LID
8
4" PERFORATED PVC, 24" MIN. DEPTH.
FILL W/ 34" CRUSHED ROCK
5
7
1
3
4
C
SAND BACKFILL
SCH. 40 P.V.C. OR
SCH 80, SEE NOTES
ABOVE, 2X LINE SIZE
CONTROL WIRES USE
SEPARATE P.V.C. SCH
40 SLEEVE UNDER
ALL PAVING 2 ½" MIN.
MAINLINE MAIN LINE
CONTROL WIRES
TAPED AT 10'
INTERVALS
BELOW MAINLINE
MAIN LINE AND CONTROL WIRES
IN AVERAGE SOIL CONDITIONS
DIMENSION (PIPE)
UP TO 2 1/2" SIZE
3" - 5 1/2" SIZE
A
18"
24"
MAIN LINE & CONTROL
WIRES UNDER PAVING
DIMENSION A B
24" 4"
LATERAL PIPES
DIMENSION
ALL HEADS (UNLESS
OTHERWISE SPEC'D)
A
12"
FINISH SURFACE
PAVING
SUBBASE
FINISH GRADE
FINISH GRADE
LATERAL LINE-
SEE SECTION
'B' FOR
UNDER
PAVING
CONDITION.
SECTION C
SECTION A
SECTION B
NOTE: TRENCHES TO BE WIDE ENOUGH TO ALLOW 4" MIN.
HORIZONTAL CLEARANCE BETWEEN PARALLEL PIPES. COMPACT
TRENCH BACKFILL TO COMPACTION SAME AS ADJACENT AREAS
AND TO 90% COMPACTION IN PAVED AREAS.
'A' IS MEASURED
BELOW AGGREGATE
BASE OF PAVING
SECTION A SECTION B
SECTION C
B B
B
A
A
A
PIPE SLEEVING AND TRENCHING
SCALE: N.T.S.SECTION
6" SIZE or GREATER 24"
SLEEVES UNDER ROADS / PAVING:
6" DIA OR LESS 36" COVER
GREATER THAN 6" 48" COVER
SCH 80 PVC
SLEEVES UNDER PAVING(NON-ROAD)
LESS THAN 3" DIA. 18" COVER
3" - 5 1/2" 24" COVER
6" OR GREATER 36" COVER
SCH 40 PVC
WARNING TAPE -
SEE NOTE BELOW
E
F
P-5230-S
10
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
CORONA DEL MAR POCKET PARK
C-6042
BORTHWICK GUY
BETTENHAUSEN, INC.
2444 Dupont Drive Irvine, CA 92612
949-476-8616 T
949-476-8707 F
2/18/2015
12/19/2014
IRRIGATION DETAILS
8
IRRIGATION NOTES:
ALL MAIN LINE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE
INSTALLED IN SEPARATE SLEEVES. MAIN LINE SLEEVE SIZE SHALL BE A
MINIMUM OF TWICE THE DIAMETER OF THE PIPE TO BE SLEEVED OR ASINDICATED ON THE DRAWINGS. CONTROL WIRE SLEEVES SHALL BE OF
SUFFICENT SIZE FOR THE REQUIRED NUMBER OF WIRES UNDER PAVING.
ALL LATERAL LINE PIPING UNDER PAVING SHALL BE PVC SCHEDULE 40
PIPE AND SHALL BE INSTALLED PRIOR TO PAVING.
PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON DRAWINGS. NO
SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT
SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND
REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE SAID TIME OFREJECTION.
FINAL LOCATION OF THE AUTOMATIC CONTROLLER SHALL BE APPROVEDBY THE OWNER'S REPRESENTATIVE.
120 V.A.C. ELECTRICAL POWER SOURCE AT CONTROLLER LOCATION SHALL
BE PROVIDED BY OTHERS. THE IRRIGATION CONTRACTOR SHALL MAKE
THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THECONTROLLER.
ALL SPRINKLER HEADS SHALL BE PERPENDICULAR TO FINISH GRADE
UNLESS OTHERWISE SPECIFIED.
THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER
HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMUM OVERSPRAY
ONTO WALKS, STREETS, WALLS, ETC.
THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC., SHOWN WITHINPAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE
INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. THE CONTRACTOR
SHALL LOCATE ALL VALVES IN SHRUB AREAS.
IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TOFAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF
WALLS, RETAINING WALLS, STRUCTURES AND UTILITIES. THE IRRIGATION
CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HISWORK. HE SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS
FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES AND LATERALS
THROUGH WALLS, UNDER ROADWAYS AND PAVING, ETC.
DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THEDRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN
OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA
DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE
ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE
BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZEDREPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED,
THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR
ANY REVISIONS NECESSARY.
ALL SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED
SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND
SPECIFICATIONS.
REFER TO SPECIFICATIONS FOR ADDITIONAL DETAILED INFORMATION.
ADV (ANTI-DRAIN VALVES) UNITS AS SHOWN IN THE DETAILS ARE FOR
TYPICAL INSTALLATION ONLY AND MAY NOT BE REQUIRED ON ALL HEADS.
PRIOR TO INSTALLATION THE CONTRACTOR SHALL VERIFY WITH THEON-SITE GRADES. IF THERE IS AN ELEVATION DIFFERENCE OF 24" OR
MORE BETWEEN THE HIGHEST HEAD AND THE LOWEST HEAD ON A
SYSTEM, THE ADV'S SHALL BE INSTALLED PER THE DETAIL. NO LOW HEAD
DRAINAGE ALLOWED
CONTRACTOR TO VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON
THE PLANS AT THE SITE PRIOR TO COMMENCEMENT WITH ANY WORK
UNDER THIS CONTRACT.
THE CONTRACTOR SHALL CARRY ALL WORKMAN'S COMPENSATION,PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY
THE OWNER.
INSTALL ALL EQUIPMENT AND MATERIALS AS SHOWN ON THE DRAWINGS
AND PER THE SPECIFICATIONS.
PRIOR TO COMMENCEMENT OF WORK THE CONTRACTOR SHALL CONTACT
THE LANDSCAPE ARCHITECT AND COORDINATE ALL INSPECTIONS
EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKINGNEAR EXISTING UTILITIES. CONTRACTOR SHALL VERIFY THE LOCATION
AND CONDITION OF ALL UTILITIES AND BE RESPONSIBLE FOR DAMAGE TO
ANY UTILITIES.
THE CONTRACTOR SHALL AT ALL TIMES PROTECT HIS WORK FROMDAMAGE AND THEFT AND REPLACE ALL DAMAGED OR STOLEN PARTS AT
HIS EXPENSE UNTIL THE WORK IS ACCEPTED IN WRITING BY THE OWNER.
THIS SYSTEM DESIGN IS BASED ON THE REGULATED OPERATING
PRESSURE AND THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATIONDRAWINGS AT EACH POINT OF CONNECTION.
THE CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OFEXCESS EQUIPMENT, MATERIALS AND RUBBISH INCIDENTAL TO HIS WORK.
ALL PRESSURE LINES SHALL BE TESTED UNDER HYDROSTATIC PRESSURE
OF 150 PSI FOR TWO HOURS AND SHALL BE PROVEN WATER TIGHT.
ALL IRRIGATION WORK SHALL BE GUARANTEED BY THE CONTRACTOR AS
TO MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR
FOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE WORK.
ALL MATERIALS AND EQUIPMENT SHALL CONFORM TO APPLICABLE STATEOF CALIFORNIA AND LOCAL CODES.
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CD FINISH GRADE
@ PVC UNION
@ RECTANGULAR PLASTIC VALVE BOX.
W/ LOCKING COVER BRANDED "GV" 0 GATE VALVE OR BALL VALVE W/
ROUND HANDLE (AS SPECIFIED) ® PVC MAIN LINE
1
® PVC MALE ADAPTER (2 REQUIRED)
(j) ONE CUBIC FOOT¾" CRUSHED ROCK
® 8" DIA. CL. 160 PVC SLEEVE W/ FLARED
BOTTOM CONTACTING SUPPLY LINE ® PVC FEMALE ADAPTER
@ FILTER FABRIC
~! I •-_
s!C 6 -, ,_ Ii-......... -....... _._ ........ -....... ~· ....... _._ ......... --...... _ l-, -,l_ll_;,,
10 NOTE:
INSTALL VALVE BOX SO THAT TOP OF COVER IS 2" ABOVE FINISH
GRADE IN GROUND COVER AREAS AND ½" IN TURF AREAS
' BALL OR GATE VALVE -2 1/2" OR LESS
SCALE: N.T.S. VIEW
BASIS OF BEARINGS:
NOTE:
TEFLON TAPE ALL CONNECTIONS
9 1--~-11
G) FINISH GRADE IN TURF AREAS
@ PLASTIC ROUND VALVE BOX WITH
BOLT DOWN COVER, USE
STAINLESS BOLT NUT AND
WASHER. HEAT BRAND "QC"
ONTO LID. SEE LEGEND/ SPECS
FOR BOX COLOR
@) FINISH GRADE IN SHRUB AREAS
(v QUICK COUPLER VALVE SEE
LEGEND FOR SPEC.
@ STAINLESS PUNCH LOK CLAMPS
(2 REQ.)
@ BRASS NIPPLE (LENGTH AS REQ.)
(z) BRASS TRIPLE SWING JOINT (SIZE
PER QVC) USE TWO STREET ELLS,
ONE THREADED ELL FOR
ASSEMBLY
@ MAINLINE (SEE LEGEND/SPECS.)
@ #4 x 36" REBAR STAKE
@) LANDSCAPE FILTER FABRIC
(U) 3/4" ROCK, 1 CUBIC FT
O_Q_U_I_C_K_C_O_U_P_LE_R ___________ _
SCALE: N.T.S. SECTION
CALL TOLL FREE
1-800-227-2600
BEFORE YOU DIG
BEARINGS ARE BASED ON THE BEARING BETWEEN ORANGE COUNTY SURVEYORS CONTINUOUS GPS
STATIONS "TRAK" TO "FVPK" BEING N6T14'53.8"E.
BENCHMARK:
COORDINAlES SHOVl'N ARE BASED ON THE CALIFORNIA COORDINAlE SYSTEM (CCS83), ZONE VI, 1983 NAD, (2007.00 EPOCH).
ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYORS BENCH MARK "3K-29-6B", A 3 3/4R ALUMINUM BENCHMARK DISK SET IN THE
NORTHERLY CORNER OF A 4 FT. BY 7 FT. CONCRETE CATCH BASIN LOCATED IN THE SOUTHERLY CORNER OF THE "T" INlERSECTION OF PACIFIC
COAST HIGHWAY AND IRIS AVENUE. ELEV. = 84.166 FEET (NAVD BB, 1995 ADJUSTMENT, YEAR LEVELED 2011)
0
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d
0 SCALE: 1" = 1'·0"
Q PROPSED 1" IRRIGATION PRESSURE
LINE.
Q PROPOSED 1" IRRIGATION LATERAL
LINE.
Q PROPOSED 4" SLEEVE TO BE BORED
UNDERNEATH ORIGINAL PCC.
Q COMPACTED SUBGRADE.
Q FOR BID PURPOSE 0.67 AC.
Q FOR BID PURPOSE 0.33' AB.
Q FOR BID PURPOSE 1' ORIGINAL
REINFORCED PCC.
VIEW
0-----
RE~EWED:
--------+------------------~ ... ;i ~
ANDY TRAN
SENIOR CIVIL ENGINEER
DATE: _______ _
NO. DATE DESCRIPTION OF RE~SIONS APPROVED SHEET OF
P-5230-S
10
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
CORONA DEL MAR POCKET PARK
C-6042
BORTHWICK GUY
BETTENHAUSEN, INC.
2444 Dupont Drive Irvine, CA 92612
949-476-8616 T
949-476-8707 F
2/18/2015
12/19/2014
N O R T H
0
SCALE:
feet4812
1/4" = 1'-0"
PLANTING PLAN
9
NOTE:
FOR PLANTING DETAILS AND NOTES, SEE SHEET 10
FOR SPECIFICATION SEE BOOKLET
1
0
"
S
S
PLANT SCHEDULE
& C/10
& C/10
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1-800-227-2600
BEFORE YOU DIG
HOBIE SURF SHOP
7
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BASIS OF BEARINGS:
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BEARINGS ARE BASED ON THE BEARING BETWEEN ORANGE COUNTY SURVEYORS CONTINUOUS GPS
STATIONS "TRAK" TO "FVPK" BEING N6T14'53.8"E.
BENCHMARK:
COORDINAlES SHOVl'N ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM (CCS83), ZONE VI, 1983 NAD, (2007.00 EPOCH).
ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYORS BENCH MARK "3K-29-68", A 3 3/4R ALUMINUM BENCHMARK DISK SET IN THE
NORTHERLY CORNER OF A 4 FT. BY 7 FT. CONCRETE CATCH BASIN LOCATED IN THE SOUTHERLY CORNER OF THE "T" INTERSECTION OF PACIFIC
COAST HIGHWAY AND IRIS AVENUE. ELEV. = B4.166 FEET (NAVO BB, 1995 ADJUSTMENT, YEAR LEVELED 2011)
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SHRUBS BOTANICAL NAME
' ◊ DIAN ELLA REVOLUTA ' LITTLE REV'
0 LOMANDRA LONGIFOLIA 'BREEZE'
V
1/ GROUND COVERS BOTANICAL NAME V r r •• ;1/ .. r SENECIO MANDRALISCAE ;;
RE~EWED:
--------+------------------~ ... ;i ~
ANDY TRAN
SENIOR CIVIL ENGINEER
DATE: _______ _
NO. DATE DESCRIPTION OF RE~SIONS APPROVED
COMMON NAME SIZE QTY DETAIL
LITTLE REV FLAX LILY 1 GAL 50 B/10
DWARF MAT RUSH 5GAL 67 B/10
COMMON NAME SIZE SPACING QTY DETAIL
BLUE FINGER 1 GAL 12" o.c. 325SF N10
SHEET OF
P-5230-S
10
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
CORONA DEL MAR POCKET PARK
C-6042
BORTHWICK GUY
BETTENHAUSEN, INC.
2444 Dupont Drive Irvine, CA 92612
949-476-8616 T
949-476-8707 F
2/18/2015
12/19/2014
PLANTING DETAILS AND NOTES
10
NOTE:
REFER TO PLANTING
NOTES FOR ADDITIONALSPECIFICATIONS
WALL OR LIMIT OF WORK LINE PER PLAN
LIMIT OF GROUNDCOVER, TYPICAL. FIRST
ROW OF GROUNDCOVER TO BE 1'-6"
AWAY FROM EDGE OF CONSTRUCTION
FEATURE, LIMIT OF WORK, OR DRIP LINE
OF SHRUBS.
GROUNDCOVER AREA, TYPICAL
GROUNDCOVER TO BE PLANTED IN
FLATS, CUTTINGS, LINERS, OR 1 GALLON
CONTAINERS PER PLAN
SOIL PREPARATION - REFER TO
PLANTING NOTES
1
2
3
4
5
GROUNDCOVER SHALL BEPLANTED IN THE
PLANTING AREAS 1'-6"
FROM THE EDGE OFMOWSTRIP OR SIDEWALK
TO 1'-6" FROM THE DRIP
LINE OF THE FIRST ROW
OF SHRUBS IN A ROW
MASS ONLY AND 1'-6" TOTHE EXISTING WALL OR
LIMIT OF WORK LINE.
4"
6"
8"10"
12"
15"18"
24"
7 SQ. FT.
16
2845
64
100144
256
11 SQ. FT.
25
4470
100
156225
400
SQ. FT. PLANTS WILL COVER
64 PLANTS 100 PLANTS
S
'S' REFERS TO SPACING
S
S
SQUARE SPACING
TRIANGULAR SPACING
S
S
PLAN
SECTION
2'
-
0
"
1'
-
6
"
1'-6"
1
3
2
4
5
GROUNDCOVER SPACING
SCALE: N.T.S.SECTIONA
4'-0"
2'-0"
2'
-
0
"
3'
-
0
"
4'
-
0
"
2'-0"
2'-
0
"
2'
-
6
"
3'-0"
3'
-
0
"
SHRUB TRIANGLE SPACING
SCALE: N.T.S.PLANB
TOP OF SLOPE, TYPICAL
PROPERTY LINE WITH WALL
TREATMENT
SIDEWALK OR WALKWAY
FOREGROUND PLANTING - SEE
PLAN FOR SPACING AND TYPE
SPRINKLER HEAD LOCATION
MAINTAIN 1/2 PLANT SPACING
WIDTH FROM HEAD LOCATION,
MINIMUM (I.E. FOR A 3' O.C.
SPACING - MAINTAIN 18" CLR.)
BACKGROUND PLANTING - SEE
PLAN FOR SPACING AND TYPE
MAINTAIN 1/2 PLANT SPACING
WIDTH FROM HEAD LOCATION,
MINIMUM (I.E. FOR A 5' O.C.
SPACING - MAINTAIN 30" CLR.)
1
2
3
4
5
6
7
8
12"
3
MAINTAIN 1/2
PLANTING
SPACING FROM
IRRIGATION HEAD
CL
CL
3
1
2
5
4
6
7
8
SHRUB SPACING AT IRRIGATION HEADS
SCALE: N.T.S.PLANC
GENERAL PLANTING NOTES:
1. INSTALL 2" DEEP MINIMUM 'FOREST FLOOR' MULCH AS TOPDRESSING
IN ALL PLANTER AREAS AT INITIAL PLANT INSTALLATION. YEARLY
REPLENISHMENT SHALL OCCUR AS NOTED IN THE MAINTENANCE
SPECIFICATIONS. MULCH SHALL BE CONTINUOUSLY MAINTAINED AND
REPLACED AS NECESSARY.
2. SOIL AMENDMENTS SHALL BE USED FOR INCREASED SOIL
PENETRATION AND PLANT HEALTH. SOIL AMENDMENTS AND
QUANTITIES SHALL BE BASED ON FINAL HORTICULTURAL SOILS
ANALYSIS THROUGH A QUALIFIED AGRICULTURAL LABORATORY. SEE
SPECIFICATIONS, FOR GENERAL PURPOSE SPECIFICATION. A
MINIMUM OF 2 CUBIC YARDS OF SOIL AMENDMENT SHALL BE USED
PER 1000 SQUARE FEET OF PLANTER AREA. SUCH AMENDMENT
SHALL BE TILLED TO A 6" DEPTH.
3. TREE SYMBOLS SHOWN ON PLAN SHALL BE CONSIDERED
DIAGRAMMATIC. ALL APPLICABLE CITY SPECIFICATIONS AND
STANDARDS SHALL BE ADHERED TO AND REVIEWED PRIOR TO
PLANTING.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTINUOUS
PROTECTION OF ALL PLANT MATERIALS ON-SITE. THE PLACEMENT OF
ALL TREES, SHRUBS, GROUNDCOVERS AND VINES SHALL BE
REVIEWED BY THE LANDSCAPE ARCHITECT PRIOR TO PLANTING.
ANY TREE OR SHRUB THAT IS PLANTED WITHOUT PRIOR REVIEW IS
SUBJECT TO REMOVAL AND RELOCATION IF DEEMED NECESSARY.
ALL PLANT MATERIAL SHALL BE SUBJECT TO INSPECTION AND
APPROVAL BY LANDSCAPE ARCHITECT.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECT
PLANT HEIGHTS ABOVE GRADE.
6. ALL PLANTS SHALL MEET THE REQUIREMENTS OF THE CALIFORNIA
NURSERY ASSOCIATION WITH REGARD TO SIZE AND CONDITION.
REFERENCE NOTES:
1. SEE PLANTING DETAIL SHEET FOR PLANTING DETIALS & NOTES
2. SEE SPECIFICATIONS FOR PLANTING REQUIREMENTS
3. ALL IMPROVEMENTS TO BE MAINTAINED BY PROPERTY OWNER.
PLANT QUANTITIES:
CONTRACTOR SHALL NOTE THAT THE QUANTITIES ON PLANT LEGEND
HAVE BEEN PROVIDED FOR REFERENCE ONLY. CONTRACTOR SHALL
PROVIDE HIS OWN QUANTITIES FOR BID PREPARATION. ANY
DISCREPANCIES IN PLANT QUANTITIES AND SIZES SHALL BE BROUGHT TO
THE ATTENTION OF THE LANDSCAPE ARCHITECT.
PLANT INSTALLATION
1. ALL PLANTS SHALL BE VERIFIED BY LANDSCAPE ARCHITECT BY
ON-SITE INSPECTION OR THROUGH PHOTOGRAPHS FROM NURSERY
PRIOR TO PLANTING. PLANTS MAY BE SUBJECT TO REPLACEMENT
BY THE DISCRETION OF THE LANDSCAPE ARCHITECT.
2. PRIOR TO PLANTING, PLANTS SHALL BE LOCATED ABOVE GRADE ON
SITE IN THEIR CONTAINERS IN THE LOCATION OF FINAL PLANTING
PER THE APPROVED PLANTING PLAN.
3. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED WITHIN 48 HOURS
TO INSPECT THE FINAL LOCATIONS FOR ALL PLANT MATERIAL .
PRE-PLANT WEED CONTOL
NON-SELECTIVE POST-EMERGENT HERBICIDE:
1. PRIOR TO INSTALLATION OF WEED CONTROL MATERIALS, SUBMIT A LIST OF WEED CONTROL
MATERIALS AND QUANTITIES PER ACRE INTENDED FOR USE IN CONTROLLING WEED TYPES
PREVALENT AND EXPECTED ON THIS PROJECT SITE.
2. FURNISH DATA TO DEMONSTRATE THE COMPATIBILITY OF WEED CONTROL MATERIALS AND
METHODS WITH INTENDED PLANTING AND SEED VARIETIES
NON-SELECTIVE POST-EMERGENT HERBICIDE:
1. ACCEPTABLE PRODUCTS:
a. ROUND-UP.
b. KLEEN-UP PRO.
c. MONTAR.
d. OR APPROVED EQUAL.
PRE-EMERGENT:
1. ACCEPTABLE PRODUCTS:
a. RONSTAR-G.
b. PENDULUM 2G.
c. TREFLAN 5G.
d. OR APPROVED EQUAL.
c_'_
;:,_
·:::,
' 1._" _" :-,
-=
L____,
'
L_I
,='~1
=
CALL TOLL FREE
1-800-227-2600
BEFORE YOU DIG
0
0
0
0
0
0 0 0
0 0 0
0 0
0 0
0 0 0 0
0 0 0
• • •
0
0
0
0
0
0
0
0
B
0-----0-----0-----
BASIS OF BEARINGS:
BEARINGS ARE BASED ON THE BEARING BETWEEN ORANGE COUNTY SURVEYORS CONTINUOUS GPS
STATIONS "TRAK" TO "FVPK" BEING N6T14'53.8"E.
BENCHMARK:
COORDINAlES SHOVl'N ARE BASED ON THE CALIFORNIA COORDINAlE SYSTEM (CCS83), ZONE VI, 1983 NAO, (2007.00 EPOCH).
ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYORS BENCH MARK "3K-29-68", A 3 3/4R ALUMINUM BENCHMARK DISK SET IN THE
NORTHERLY CORNER OF A 4 FT. BY 7 FT. CONCRETE CATCH BASIN LOCATED IN THE SOUTHERLY CORNER OF THE "T" INTERSECTION OF PACIFIC
COAST HIGHWAY AND IRIS AVENUE. ELEV. = 84.166 FEET (NAVO BB, 1995 ADJUSTMENT, YEAR LEVELED 2011)
RE~EWED:
--------+------------------~ ... ;i ~
ANDY TRAN
SENIOR CIVIL ENGINEER
DATE: _______ _
NO. DATE DESCRIPTION OF RE~SIONS APPROVED SHEET OF