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COSTA MESA
PROJECT LOCATION
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CITY OF
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VICINITY MAP
SYMBOL
-0-POWER POLE
@ SEWER CLEANOU T
® SEWER MANHOLE
@ STORM DRAIN MANHOLE
l>O<l FIRE HYDRANT
llill WATER METER
1W STREET LIGHT PULL BOX
mi TRAFFIC SIGNAL PULL BOX
~ STREET LIGHT
WV
[XJ WATER VALVE
C-GUY 'MRE
b. SURVEY MONUMENT
P SIGN
® VAULT VENT
0 TREE
Eil IRRIGATION CONTROL VALVE
lrll CABLE TV PULL BOX
0 IRRIGATION HEADER
(E) ELECTRICAL MANHOLE
ID ELECTRICAL PULL BOX
f;,,ij/////d BUILDING
- - - -EXISTING CONSTRUCTION
----PROPERTY LINE
NEW CONSTRUCTION
- --<i.---CENTERLINE
----S----SEWER LINE
-----W-----WATER LINE
---G ---GAS LINE
--E--ELECTRICAL LINE
--T--TELEPHONE LINE
-CA TV-CABLEVISION LINE
--SP--SPRINKLER SYSTEM
-x-x-x-FENCE
BLOCKWALL
NOT TO SCALE
ABBREVIATIONS
(IN ADDITION TO GREENBOOK SECTI ON 1-3.2)
AB AGGREGATE BASE
ARV AIR RELIEF VALVE
ACP ASBESTOS CEMENT PIPE
AC ASPHALT CONCRETE
BC BEGIN CURVE
BCR BEGIN CURVE RETURN
BVC BEGIN VERTICAL CURVE
BLK BLOCK
CA TV CABLE TV
Cl CAST IRON
'i_ CENTERLINE
CNB CITY OF NEWPORT BEACH
CL CLASS
CLR CLEAR
C&G CURB AND GUTTER
E EAST /ELECTRIC
EC END CURVE
ECR END CURVE RETURN
EVC END VERTICAL CURVE
EXIST EXISTING
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 RETAIN ING
RT RIGHT
SCH SCHEDULE
S SEWER
SCO SEWER CLEANOUT
SMH SEWER MANHOLE
SH T SHEET
SW SIDEWALK
S SOUTIH
SCE SOUTHERN CALIFORNIA EDISON
SQ SQUARE
STL STEEL
T TELEPHONE
W WEST/WATER
W/ WITIH
PUBLIC WORKS DEPARTMENT
GOLDENROD PEDESTRIAN BRIDGE
IMPROVEMENTS
CONTRACT NO. C-8871-1
DAVID A. WEBB, P.E., PUBLIC WORKS DIRECTOR
LOCATION MAP
NOT TO SCALE
~ PROJECT LOCATION
DATE: /2 Jt.jz,.. S 2
f
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
responelble for Its accuracy, nor for errors or omissions which may have been incorporated
Into these plans as a result.
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", 2015 EDITlON AND SUPPLEMENTS TO DATE , EXCEPT AS OTHERWISE STATED IN
THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS.
2. EXIS TING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAI LABLE RECORDS. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD
PR IOR TO BEGINNING CONSTRUCTION.
3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR , DIMENSION, AND FINISH
TO ADJOINING IMPROVEMENTS. UNLESS NOTED OTHERWISE.
4. P.C.C. SHALL BE CLASS 56D-C-325D UNLESS NOTED OTHERWISE.
5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VAULTS, WATER VALVES, SCO, SURVEY
MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE
PER CITY STANDARDS. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS.
6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF
EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE.
7. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHA LL BE CALLED TO THE A TTENTlON
OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBI LITY OF THE CONTRACTOR FOR
CORRECTION.
8. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR
VICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND
CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS
OR ORDINANCES AND LAWS SHALL BE REP LACED AT CONTRACTOR'S EXPENSE.
CONSTRUCTION NOTES
® PROTECT IN PLACE
G) REMOVE AND REP LACE EXISTING WOODEN PLANTERS
® REMOVE AND REP LACE EXISTING WOODEN ARCHES
0 REMOVE AND REP LACE EXISTING IRRIGATION LINES
G) REMOVE AND REP LACE EXISTING LIGHT FIXTURE WITH BOXIE OU TDOOR CEILING MOUNT OR EQUAL
® REMOVE AND REPLACE EXISTING ELECTRICAL CONDUITS
® REMOVE AND REPLACE EXISTING PLANTER DRAIN PIPE SYSTEM
0 REMOVE AND REPLACE EXISTING IRRIGATION VALVES AND CONTROLLER
® CONCRETE SPALL REPAIR AS DIRECTED BY THE ENGINEER
® FURNISH AND INSTALL NEW PLANTS
@ TRIM BUSH AND/OR SHRUB
1 TITLE SHEET
2 PLAN AND PROFILE
3 BRIDGE DETAILS
4 PLANTING DETAILS
SHEET INDEX
C-8871-1
0
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0.
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CALL TOLL FREE
1-800 -227 -2600
BEFORE YOU DIG
EMERGENCY TELEPHONE NUMBERS
SOUTHERN CALIFORNIA GAS COMPANY
SOUTIHERN CALIFORNIA EDISON COMPANY
AT&T TELEPHONE COMPANY
CITY OF NEWPORT BEACH UTlLITIES DEPARTMENT
ORANGE COUNTY SANITATION DISTRICT
TIME WARNER CABLE
COX COMMI.INICA TIONS
DAY
(800) 624-8153
(800) 611-1911
(800) 332-1321
{949) 644-3011
(714) 962-241 1
(714) 542-6222
NIGHT
(949) 644-3717
• ~~-
MIC MARTIN THOMA S SANDEFUR, P.E.
TITLE SHEET
GOLDENROD PEDESTRIAN BRIDGE
IMPROVEMENTS
DEPUTY PUBLIC WORKS DIRECTOR ASSISTANT CITY ENGINEER
~UNICIPAL OPERATIONS ... o-Es-1G-NE-D-, -sG ...... D-RA-WN-,-s-G+----c-1TY--o-F_N_E_w_P_o_R_T_B_E_A_c_H ___ ....--R---1-0_2_s ___ s_~
DATE:,~ •ti• 'l 4 PUBLIC WORKS DEPARTMENT SHEET 1 OF 4 CHECKED: DATE:
TS 12 01 22
PLAN AND PROFILE
GOLDENROD PEDESTRIAN BRIDGE
IMPROVEMENTS
2
R-7025-S
4
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
C-8871-1C-8871-1
CONSTRUCTION NOTES
2 4 ENTRANCE ARCH
'--./'---' SEE SHEET 3 1 3 5 8
2 4
1 3 5 8
[g]II___.
6 10
r
2' MIN
L
1 o·
INSTALL SLOPE
ANCHOR SEE
DETAIL BELOW
INSTALL 3-INCH 10 6
DRAIN PIPES
ON SLOPE
INSTALL #4 REBAR
SLOPE ANCHOR
EX GROUND
SLOPE ANCHOR DETAIL
N.T.S.
6 INSTALL 3-INCH
DRAIN PIPE AT
OUTLET ON SLOPE
WITH ANCHORS
2 4 ENTRANCE
'--./'---'ARCH SEE
SHEET 3
6 INSTALL 3-INCH
DRAIN PIPE AT
OUTLET ON SLOPE
WITH ANCHORS
nURB
OUTLET
EE DETAIL
= ~ BELOW
( ' '--J
BAYVIEW
DRIVE
4'
BURY DRAIN
PIPE
5"
3-INCH
DRAIN PIPE
1½" MIN COVER
LAST SLOPE
ANCHOR SHALL
BE 4-FT FROM
BACK OF CURB
~--~~rPIPE INVERT
INSTALL FABRIC LINER
6-IN MAX
ROCK RIP-RAP
NOTES:
SHALL BE f
ABOVE GUTTER
FLOW LINE
CURB OUTLET DETAIL
N.T.S.
1. DRAINS WITH SLOPE GREATER THAN 10% MAY REQUIRE AN ENERGY REDUCER.
INSTALL POLYETHYLENE PLASTIC
JOINT MATERIAL "QUICK-JOINT"
OR APPROVED EQUAL
2" MIN
2. ALL DRAINS MUST BE INSTALLED 90' TO THE CURB FACE UNLESS APPROVED BY THE ENGINEER.
3. IF CURB AND GUTTER OR SIDEWALK IS REMOVED, JOIN TO THE NEAREST JOINT.
CONTRACTOR HALL
INSTALL :l" SCH DULE 3
40 PVC WIT DRIP
IRRIGATION H ADER
1 8
CONTRACTOR SH L
INSTALL :j" SCHEDU E 3
40 PVC WITH D IP
IRRIGATION HEAD R
t_
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2 4
\ I
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BAYVIEW
DRIVE
n
CONTRACTOR SHALL
INSTALL ¾" SCHEDULE 3
40 PVC WITH DRIP
IRRIGATION HEADER
1 8
CONTRACTOR SHALL
INSTALL ii" SCHEDULE 3
40 PVC WITH DRIP
IRRIGATION HEADER
RECORD DRAWINGS
2 4
These Record Drawings have been prepared based on information subm itted, in port, by
oth ers. While this information is believed to be relioble, 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.
1 8
5 8
Q PARK
PATH
t_
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\
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I
i i i ' I
PARK
PATH
0
INSTALL VIT 16 SS PEDESTAL AND
TORO DXi-LAGUNA IRRIGATION
CONTRACTOR SHALL
INSTALL ¾'° SCHEDULE
40 PVC WITH DRIP
CONTROLLER WITH CELLULAR
COMMUNICATION OR APPROVED EQUAL
IRRIGATION HEADER"\ _______ _,----,.,
2 4
CONTRACTOR SHALL
3 INSTALL ¾" SCHEDULE
40 PVC WITH DRIP
IRRIGATION HEADER
1 8
RAIN BIRD XCZ-100
PRF DRIP ZONE KIT 7
OR APPROVED EQUAL
ENTRANCE ARCH 4
SEE SHEET 3 ~~
RAIN BIRD XCZ-100
PRF DRIP ZONE KIT 7
OR APPROVED EQUAL
2 4 ENTRANCE ARCH ~ ,_., SEE SHEET 3
® PROTECT IN PLACE
CD REMOVE AND REPLACE EXISTING WOODEN PLANTERS
8 REMOVE AND REPLACE EXISTING WOODEN ARCHES
0 REMOVE AND REPLACE EXISTING IRRIGATION LINES
0 REMOVE AND REPLACE EXISTING LIGHT FIXTURE WITH BOXIE OUTDOOR CEILING MOUNT OR EQUAL
® REMOVE AND REPLACE EXISTING ELECTRICAL CONDUITS
® REMOVE AND REPLACE EXISTING PLANTER DRAIN PIPE SYSTEM
(j) REMOVE AND REPLACE EXISTING IRRIGATION VALVES AND CONTROLLER
® CONCRETE SPALL REPAIR AS DIRECTED BY THE ENGINEER
@ TRIM BUSH AND/OR SHRUB
2"x8"x9' -3" HEART
REDWOOD CROSS PIECE
SHORTER ON THIS SIDE TO
ACCOMMODATE TREE.
THE CONTRACTOR SHALL
REMOVE AND REINSTALL
EXISTING PRIVATE TRELLIS
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08/10/23 AS-BUil TS 8 1
NO. DATE DESCRIPTION OF REVISIONS APPROVED
yY,9FESS/~
~\CllAEL ~ ? ,
No. 64465 . 06-30-23
C
DESIGNED: DRAWN:
SG SG
CHECKED: DATE:
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SHEET OF
::::,
TS 12 01 22 ~--------------------------------------------------------------------------~-~---~------------------~---~-------~----~--~~~--------------------~------~-
3
R-7025-S
4
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
C-8871-1
BRIDGE DETAILS
GOLDENROD PEDESTRIAN BRIDGE
IMPROVEMENTS
INSTALL
6"X6" HEART
REDWOOD POST
CONTRACTOR SHALL----,-..
INSTALL "STRONG-TIE
CONNECTORS"
PLANTER
N.T.S.
CONTRACTOR SHALL WRAP ALL LIGHT
POSTS WITH 15 LBS FELT AND ASPHALT
COAT ALL PORTIONS OF POST BELOW
FUTURE DIRE GRADE. (SEE PLANTER
BOX DETAIL BELOW) --✓
INSTALL 2"X12" HEART
REDWOOD BOARD
APPLY TWO (2) COATS OF
CLEAR VARNISH SEALANT
ON ALL EXTERIOR SURF ACE
OF PLANTER
INSTALL 2"X12" HEART
REDWOOD BOARD
INSTALL ~"X20" S.S. BOLTS
@ 4' O.C. WITH FLAT
WASHER ON BOTH ENDS.
ASPHALT COATED AFTER
INSTALL
BOX ASSEMBLY DETAIL
MATCH EXISTING FONT
6" 1 "
--I
4"
"'
'
POST DETAIL
N. T. S.
INSTALL
2"X8"X9' -3"
,..---I NSTALL
6
R
-i----
"X6" HEART
EDWOOD POST
INSTALL 1 "X4"
S.S. PLATE
""'-INS TALL 1;J:''x1;J:''
ECTRIC EL
co NDUIT GROOVE
AND WATERTIGHT
ELECTRICAL
JUNCTION BOX
HEART REDWOOD 1,, CHAMFER
ALL ELECTRICAL
CONDUIT SHALL
BE 1-INCH
SCHEDULE 80
PVC
CROSS PIECE r--~~----+-____,,_ _______ _1__..lL__u_---'(C..:.TYP.)
2"
5"
INTERIOR SURFACE OF WOOD
BOARDS SHALL BE SEALED WITH A
WATERPROOF COATING
1 "
INSTALL 1-INCH RIGID
SCHEDULE 80 PVC
ELECTRICAL CONDUIT
PRIOR TO PLACEMENT OF
WATERPROOFING LINER
2" 2"x4" INSTALL
6"X6"HEART
REDWOOD
POST (TYP)
RUBBER LINER WATERPROOF
IMPERMEABLE MEMBRANE
MAT SHALL BE EXPOSED
ABOVE SOIL.
INSTALL 2"X12" HEART
REDWOOD BOARD
t1~::;==~t======:::;;=======================j~==~~=~j~k-1 N ST ALL 58"X20" S.S. BOLTS
INSTALL ~4" SCH. 40 PVC IRRIGATION LINE @ 4' O.C. WITH FLAT WASHER
0
0 GOLD D FOOTBRIDGE 1928
I
/
I
0
0
1'' CHAMFER
(TYP.) APPLY TWO (2)
COATS OF CLEAR
VARNISH SEALANT
ON ALL EXTERIOR
SURFACE OF
PLANTER
INSTALL
6"X6"HEART
REDWOOD
POST
SEE
PLANTER
\ DETAILS
ON
SEE
PLANTER
DETAILS
ON
LEFT
~~;::::::J-..J / LEFT
ALL ELECTRICAL
CONDUIT SHALL
BE 1-INCH
SCHEDULE 80
PVC
INSTALL
2"X6"WOOD
CLEAT W/
1" HOLE
PLAN VIEW
N.T.S.
INSTALL
2"X8"X9' -3"
HEART REDWOOD
CROSS PIECE
r·xs"
LAG
BOLT
(TYP.)
9'-3"
7' MIN
INSTALL 6"X6"
S.S. CEILING
MOUNT PLATE
0
0
INSTALL
BOXIE CEILING
LIGHT FIXTURE
OR ENGINEER
APPROVED
EQUAL. LIGHT
FIXTURE SHALL
BE FLUSHED
WITH BEAM 4'
~
1 5" 4" ON BOTH ENDS. ASPHALT
INSTALL MESH LINER AND COATED AFTER INSTALL.
BOLT SHALL BE FLUSH WITH
PLANTER FACADE
PLANTER
FLUSHED WITH
CONCRETE
SUPPORT
INSTALL 3"X4"X;J:''~~tC.:..:7"'"t'
CONTRAC R SHALL
INSTALL ~" SCHEDULE
40 PVC WITH DRIP
IRRIGATION HEADER
12"
FILLER ROCK ALONG DRAIN PIPE
INSTALL 3" ADS PERFORATED
DRAIN PIPE ALONG LENGTH
OF PLANTER
PLANTER BOX DETAIL
N.T.S.
7
2"
INSTALL RUBBER
LINER WATERPROOF
IMPERMEABLE
MEMBRANE MAT
ALONG LENGTH OF
PLANTER
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NOTE: ALL WOODEN BOARDS SHALL BE HEART REDWOOD. TYPICAL ENTRANCE DETAIL
N. T. S.
RECORD DRAWINGS
These Record Drawin gs have been prepared based on information submitted in part by
others. While this information is believed to be reliabl e, City of Newport B~ach is ~ot
responslble for Its a ccuracy, nor for errors or omissions which may hove been incorporat ed
Into these plans as a result.
1 08/10/23 AS-BU IL TS
NO. DA TE DESCRIPTION OF REVISIONS
l
STAINLESS STEEL
ANGLE PLATES
AND 3 ~"X 3"
LAG BOLTS
(EACH POST)
L
No. 64466
. 06-30-23
APPROVED
r l
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----...__
_J_j
TYPICAL ARCH DETAIL
N.T.S.
DESIGNED: DRAWN:
SG SG
CHECKED: DA TE:
TS 12 01 22
LJ8"
l
VARIES
INSTALL 2"X4"
LEVELING SHIM
TO MAINTAIN 39"
REQUIRED HEIGHT
AT 4"-0 O.C.
SHEET OF
R-7025-S
4
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
C-8871-1
4
CONSTRUCTION NOTES
PLANTING DETAILS
GOLDENROD PEDESTRIAN BRIDGE
IMPROVEMENTS
t_
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CON T~ACTOR SHALL
3 INSTA~L ~-SCHEDULE
40 PV,:: WITH DRIP
IRRIGA~ION HEADER
'
2 4 TYPICAL
\
\
3 CONTRACTOR SHALW
INSTALL :/" SCHEDU~E
40 PVC WITH DRIP i
IRRIGATION HEADER i
\
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t_
BAYVIEW DRIVE
PLANTS SHALL
g BE PLACE IN
TRIANGULAR
FORMATION
1 8 TYPICAL
n
CONTRACTOR SHALL
PLANT MIX VARIETIES OF
1-GALLON RED, WHITE,
PINK AND PURPLE 9
GERANIUM IVY IN
LIGHTWEIGHT POTTING
SOIL MIX (TYP.)
PLANTING DETAILS
CD REMOVE AND REPLACE EXISTING WOODEN PLANTERS
® REMOVE AND REPLACE EXISTING WOODEN ARCHES
G) REMOVE AND REPLACE EXISTING IRRIGATION LINES
0 REMOVE AND REPLACE EXISTING LIGHT FIXTURE WITH
BOXIE OUTDOOR CEILING MOUNT OR EQUAL ® REMOVE AND REPLACE EXISTING ELECTRICAL CONDUITS
® CONCRETE SPALL REPAIR AS DIRECTIED BY TIHE ENGINEER
® FURNISH AND INSTALL NEW PLANTS
N.T.S.
RECORD DRAWINGS
These Record Drawings have been prepared based on information subm itted, in part, by
ethers. 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 os a result.
NO. DATE
12"
TYP.
DESCRIPTION OF REVISIONS
1 8 TYPICAL
CONTRACTOR SHALL
3 INSTALL 0.9 GPH RAIN
BIRD XF DRIPLINE WITH
12-INCH SPACING OR
ENGINEER APPROVED
EQUAL
APPROVED
No. 64465 . 06-30-23
C
DESIGNED: DRAWN:
CONTRACTOR SHALL
INSTALL f SCHEDULE 3
40 PVC WITH DRIP
IRRIGATION HEADER
PLANTS SHALL
g BE PLACE IN
TRIANGULAR
FORMATION
CONTRACTOR SHALL
INSTALL :/" SCHEDULE 3
40 PVC WITH DRIP
IRRIGATION HEADER
SG SG
CHECKED: DA TE:
TS 12 01 22
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