HomeMy WebLinkAbout2024-08-05; Traffic Safety and Mobility Commission; ; Beach Access Repair and Upgrades between Pine and Tamarack Avenues, Capital Improvement Program Project No. 3896Meeting Date: Aug. 5, 2024
To: Traffic Safety & Mobility Commission
Staff Contact: Hossein Ajideh, Engineering Manager
Hossein.Ajideh@carlsbadca.gov, 442-339-2756
Eric Zielke, Senior Engineer
Eric.Aielke@carlsbadca.gov, 442-339-2230
Subject: Beach Access Repair and Upgrades between Pine and Tamarack Avenues,
Capital Improvement Program Project No. 3896
Recommended Action
Support staff’s recommendation to the City Council to approve the final plans and specifications
for the Beach Access Repair and Upgrades – Pine Avenue to Tamarack Avenue, Capital
Improvement Program Project No. 3896.
Executive Summary
The City of Carlsbad is working on several projects to make it easier and safer to get to the
beach and travel along Carlsbad Boulevard, whether driving, walking or biking. One of those
projects is the Beach Access Repair and Upgrades, Capital Improvement Program, or CIP,
Project No. 3896, which will replace four upper seawall staircases and widen the sidewalk on
the west side of Carlsbad Boulevard between Pine and Cherry avenues.
The purpose of the project is to repair and replace beach access facilities including the
deteriorated beach access stairways, elevated upper sidewalk, hand railings and repairs to the
seawall.
On Oct. 5, 2020, staff provided an informational presentation on the project to the Traffic
Safety & Mobility Commission, formerly known as Traffic & Mobility Commission. The
commission provided its support to implement the project.
Discussion
The project will replace the four stairways along Carlsbad Boulevard between Hemlock and Pine
avenues and widen the sidewalk between Cherry and Pine avenues. The sidewalks and beach
access stairways were built in the 1980s and are in urgent need of repair. Some of the identified
deficiencies are deteriorating double T-girders supporting the upper sidewalk, exposed and
rusted steel reinforcement, structural cracks, concrete spalling, corrosion in steel railings and
stair tread supports and soil erosion.
TRAFFIC SAFETY & MOBILITY COMMISSION
Aug. 5, 2024 Item #6 Page 1 of 40
Staff Report
The replacements and other
improvements would use new high-
strength beams with corrosion resistant
precast concrete. The new stairs and
sidewalk are expected to last
approximately 50 years.
Stair design details
• The stair locations and general design, including the landing areas/platforms, will remain
the same.
• Four will utilize the existing reinforced concrete piles that support the stairway landings.
• The stair handrails will be replaced with similar railings and would include downward
facing lights.
• Existing streetlight poles will be replaced.
• The project will also help reinforce and stabilize the bluff.
Sidewalk details
• The sidewalk between Pine and Cherry avenues will be widened to make more room for
the many walkers, joggers and other users who enjoy this popular location.
• From Pine to Cherry avenues, people will get 2½ feet of additional space.
Aug. 5, 2024 Item #6 Page 2 of 40
Carlsbad Boulevard
Wider sidewalks and staircase replacement
o 1 foot will come from the removal of the surface mounted railing and
metal beam guardrail, which is consistent with sidewalks to the north and
south.
o The sidewalk will also be extended 1½ feet to the west.
• Much of the sidewalk between Pine and Maple avenues was built using a cantilevered
design, where a substructure allows the sidewalk to jut out over the bluff below. This is
why it can be extended a bit to the west.
• The ground level sidewalk south of Maple Avenue with a retaining wall would be
extended to the west using a new concrete wall and pillars.
Overlooks
• The two sidewalk overlooks at Walnut Avenue and Acacia Avenue would be replaced
without changing the size or location.
• Both outlooks will get new railings.
• The Acacia outlook railing will be replaced with new surface-mounted railing, which
would provide additional usable space.
Aug. 5, 2024 Item #6 Page 3 of 40
Proposed Widening of the Upper Sidewalk – Pine Ave to Maple Ave (Looking South)
Proposed Widening of the On-Grade Upper Sidewalk –Maple Ave to Cherry Ave (Looking South)
Coastal Development Permit
On July 19, 2023, the city’s Planning Commission approved a Coastal Development Permit and
Habitat Management Plan Permit.
Construction
Construction would be phased so some stairways will remain open while others are being
replaced, and work would be planned to avoid busy summer months. Phase 1 of the project is
anticipated to start in early 2025.
Beach access stairs at Tamarack
The project previously included work to the sidewalk around the Tamarack restroom and to the
at-grade stairway near Tamarack Avenue. However, these improvements would only replace
the existing facilities in-kind. Instead, these improvements will be included in the upcoming
American Disabilities Act Beach Access CIP project that will incorporate enhanced accessibility
features into the design.
Aug. 5, 2024 Item #6 Page 4 of 40
Pine Avenue to Maple Avenue -11'-10" New Walking Width
Removal of -'.+--------------------------' -New Side-
Guardrail Existing Control Existing New Mounted Railing
Carlsbad Boulevard
Bike Lane
Removal of
Guardrail
Carlsbad
Boulevard Bike
Lane
3, -10" J • t 6' -5" l' -5" om 42" High
Existing On Grade
Sidewalk
I
New Replace and Expand Topping Slab 1
I r New Double T-Beam
Cantilever
_...,._ Existing Inverted T-Beam
'-------...----,.-----'
Existing Concrete Support Pile
Maple Avenue to Cherry Avenue -11' ·4" New Walking Width
Existing 8' -9"
Remove and Replace Topping Slab
Existing 12" Diameter Pier
New
1'-5"
--NewSide-
Mounted Railing
42" High
Existing 8" Thick Wall
Next Steps
• After the Traffic Safety & Mobility Commission, staff will present the final project plans
and specifications to the City Council to seek approval of the plans and specifications
and authorization to put the project out to bid.
• Once work begins, construction will take a total of 20 months, but this will be broken up
to avoid constructing during the busy summer months.
Public Notification
This item was noticed in accordance with the Ralph M. Brown Act and was available for public
viewing and review at least 72 hours prior to the scheduled meeting date.
Exhibits
1. Location Map – Beach Access Repairs
2. Improvement Plans
Aug. 5, 2024 Item #6 Page 5 of 40
PINE AV
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TAMARACK
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WALNUT AV
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A N C H O R W Y
PROJECT NAME PROJECTNUMBER3896
EXHIBIT1BEACH ACCESS REPAIRSBETWEEN PINE AVE AND TAMARACK AVE
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Aug. 5, 2024 Item #6 Page 6 of 40
Exhibit 1
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GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Plot Date:Cad File No:19 June 2024 - 4:15 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-G01.dwgPlotted by:Bob Sherwood
1 95
IMPROVEMENT PLANS FOR:
TITLE SHEET
CIP #3896 529-8SC
RS
CM
SCOTT CHADWICK - CITY MANAGER
PAZ GOMEZ - DIRECTOR OF PUBLIC WORKS
PROJECT TEAM DIRECTORY
OWNER:
CITY OF CARLSBAD PUBLIC WORKS DEPARTMENT
CONTACT:
ERIC ZIELKE, PE, TE, QSD/P, LEED AP
SENIOR ENGINEER
EMAIL: ERIC.ZIELKE@CARLSBADCA.GOV
1635 FARADAY AVENUE
CARLSBAD, CA 92008
PHONE: 760-602-2780
PRIME CONSULTANT:
GHD INC.
320 GODDARD WAY, SUITE 200
IRVINE, CA 92618
PHONE: 949-648-5200
CONTACT: ROBERT SHERWOOD, PE
GHD Inc.
DESIGN CONSULTANTS:
LANDSCAPE ARCHITECT
KTUA PLANNING + LANDSCAPE ARCH
3916 NORMAL STREET
GEOTECHNICAL ENGINEER
ENGEO INCORPORATED
320 GODDARD WAY, SUITE 100
SAN DIEGO, CA 92103 IRVINE, CA 92618
PHONE: 619-294-4477 PHONE: 760-525-3944
CONTACT: TIM HENDERSON, PLA CONTACT: TAYLOR STRACK, PE, GE
G-01
INTERSTATE
5
INTERSTATE5
CARLSBAD BLVD BEACH ACCESS REPAIR PROJECT
APPLICATION NUMBERS: CDP 2021-0011, HMP 2021-0002
CITY OF CARLSBAD, CALIFORNIA
CITY COUNCIL
KEITH BLACKBURN - MAYOR
MELANIE BURKHOLDER - COUNCIL MEMBER
PRIYA BHAT-PATEL - MAYOR PRO TEM
CAROLYN LUNA - COUNCIL MEMBER
PUBLIC WORKS DEPARTMENT
CONSTRUCTION PLANS FOR:
TERESA ACOSTA - COUNCIL MEMBER
Aug. 5, 2024 Item #6 Page 7 of 40
Exhibit 2
PROJECT
LOCATION
SOURCE OF TOPOGRAPHY
VICINITY
CITY OF OCEANSIDE
HIGHWAY 78
PACIFIC
OCEAN
MAP
RO,o,
AVE
CITY OF ENCINITAS
CITY OF VISTA
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY BOTH AERIAL AND CONVENTIONAL SURVEY METHODS BY AL TA LAND SURVEYING,
INC., 9517 GROSSMONT SUMMIT DRIVE, LA MESA, CA 91941, PHONE: 619-713-2582.
ASSESSOR'S PARCEL NUMBER:
APN: 2043100100
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM OF 1983,
ZONE 6, EPOCH 1999.92 GRID BEARING BETWEEN GPS STATIONS 'CLSB-130' AND 'CLSB-141' PER
CITY OF CARLSBAD CONTROL SURVEY AS SHOWN ON RECORD OF SURVEY 17271 FILED IN THE
omcE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY. FEBRUARY 8, 2002. I.E. N 21'19'17" W
BENCHMARK
BENCHMARK FOR THIS SURVEY IS THE ABOVE STATED GPS CONTROL STATION NO. CLSB-141 PER
SAID RECORD OF SURVEY 17271, BEING A 2.5" BRASS DISC IN THE SE CORNER OF VAULT
ADJACENT TO THE NNE CORNER OF THE NORTHBOUND COAST HIGHWAY 101 BRIDGE OVER AGUA
HEDIONDA LAGOON, 0.1 MILE SOUTH OF TAMARACK AVENUE@ N 1,998,492.074, E 6,226,887.075,
ELEVATION= 28.698. BENCHMARK DATUM:(NAVD88}
PROJECT BOUNDARY
WORKS BEGINS NEAR THE INTERSECTION OF CARLSBAD BULEVARD AND PINE A VENUE AND
CARLSBAD BOULEVARD AND CHINQUAPIN A VENUE.
POST CONSTRUCTION BMP NOTES
TOTAL LOT AREA = 23.15 ACRES
TOTAL DISTURBED AREA = 10.12 ACRES
(THIS AREA INCLUDES BUT IS NOT LIMITED TO OFFS/TE WORK INCLUDING PUBLIC IMPROVEMENTS AND
TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER
FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY TRENCHES, BACKFILL CUTS, AND SLOPE KEYWA YS}
TOTAL REPLACED IMPERVIOUS AREA = 25,487 SQUARE FEET
TOTAL PROPOSED IMPERVIOUS AREA = ADDITIONAL 3,574 SQUARE FEET FROM SIDEWALK WIDENING
STORM WATER NOTES
1. THIS PROJECT SHALL COMPLY WITH THE CITY'S STORM WATER REGULATIONS, LA TEST VERSION, AND
SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AT ALL TIMES.
2. THIS PROJECT IS EXEMPT FROM PDP REQUIREMENTS PURSUANT TO MS4 PERMIT PROVISION
E.3.B.(3}. EXISTING SIDEWALKS SHALL BE RETROFITTED / REDEVELOPED TO DIRECT STORMWA TER
RUNOFF TO ADJACENT VEGETATED AREAS.
3. THIS PROJECT IS A STANDARD PROJECT AND MUST IMPLEMENT SOURCE CONTROL AND SITE
DESIGN BMPs PER CITY OF CARLSBAD STORM WATER DESIGN MANUAL.
CALL
8-1-1
2 Wirking Days Before Yoo Dig
DATUM CONVERSION CHART
NGVD29
+26.518' ELEV
0.000' ELEV
-2.180' ELEV
-12.180' ELEV
NAVD88
+28.698' ELEV
+2.180' ELEV
0.000' ELEV
-10' ELEV
CONVERSION VALUES BASED ON
CITY BENCHMARK CLSB-141
ELEVATIONS IN ORA WINGS
BASED ON NGVD29
a liiiiil
"AS-BUILT"
RCE: EXP: DATE
REVIEWED BY:
DATE, 6/30/2024
INSPECTOR DATE
PROJECT
LOCATION
PACIFIC
OCEAN
SITE PLAN
"DECLARATION OF RESPONSIBLE CHARGE"
· .. '•. '. . . ,•,-
· ......
NOT TO
SCALE
... . . . .. ..
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE
CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS
CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES
NOT RELIEVE ME. AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: GHD INC.
ADDRESS: 320 GODDARD WAY. SUITE 200, /RV/NE CA 92618
TELEPHONE: 949-648-5200
BY: ROBERT SHERWOOD P.E. DA TE: 06/30/2024
RC£ NO.: C64351 REGISTRATION EXP/RATION DA TE: 06/30/2025
GOVERNMENT AGENCIES AND UTILITY CONTACTS
THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW} AT LEAST 2 FULL WORKING DAYS PRIOR
TO STARTING WORK NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE.
CALIFORNIA STA TE PARKS {SEAN HOMER}
UNDERGROUND SERVICE ALERT
SDG&E
AT&T
TIME WARNER CABLE
COX COMMUN/CATIONS
CITY OF CARLSBAD {STREETS & STORM DRAIN}
CITY OF CARLSBAD {SEWER, WATER & RECLAIMED WATER}
760-720-7001
800-422-4133
800-411-7343
800-892-0123
760-438-7741
619-262-1122
760-434-2980
760-438-2722
I SHEET I CITY OF CARLSBAD
ENGINEERING DEPARTMENT
APPROVED: HOSSEIN
ENGINEERING MANAGER RCE 75991 EXP 6/30/2026
I SHEETS I
AJIDEH
DATE
II\ DWN BY:
I
PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY:
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY:
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Plot Date:Cad File No:19 June 2024 - 4:27 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-G02-KEY MAP.dwgPlotted by:Bob Sherwood
N
2 95
IMPROVEMENT PLANS FOR:
KEY MAP & SHEET INDEX
CIP #3896 529-8
KEYPLAN
1" = 150'
SHEET BOUNDARIES
SC
RS
CM
C-01
C-07
C-13
C-20
E-01
LC-01
LP-01
LI-01
C-02
C-08
C-14
C-21
E-02
LC-02
LP-02
LI-02
C-03
C-09
C-15
C-22
E-03
LC-03
LP-03
LI-03
C-04
C-10
C-16
C-23
E-04
LC-04
LP-04
LI-04
C-05
C-11
C-17
C-24
E-05
LC-05
LP-05
LI-05
C-06
C-12
C-18
C-25
E-06
LC-06
LP-06
LI-06
PACIFIC OCEAN
PI
N
E
A
V
E
N
U
E
WA
L
N
U
T
A
V
E
N
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S
Y
C
A
M
O
R
E
A
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N
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CH
E
S
T
N
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A
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N
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MA
P
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N
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AC
A
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A
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N
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CH
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R
Y
A
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JU
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A
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HE
M
L
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K
A
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A
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SE
Q
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CARLSBAD BOULEVARD
G-02
Aug. 5, 2024 Item #6 Page 8 of 40
SHEET SHEET
NUMBER NAME
1 G-01
2 G-02
3 G-03
4 G-04
5 G-05
6 G-06
7 G-07
8 G-08
9 C-01
10 C-02
11 C-03
12 C-04
13 C-05
14 C-06
15 C-07
16 C-08
17 C-09
18 C-10
19 C-11
20 C-12
21 C-13
22 C-14
23 C-15
24 C-16
25 C-17
26 C-18
27 C-19
28 C-20
29 C-21
30 C-22
31 C-23
32 C-24
33 C-25
I
I
\
I
I
SHEET LIST TABLE
SHEET TITLE
TITLE SHEET
KEY MAP & SHEET INDEX
I
I
I
I
I
GENERAL NOTES & ABBREVIATIONS
STRUCTURAL NOTES & STANDARD DETAILS
BORING LOG LOCATIONS
BORING LOGS
PROJECT PHASING 1
PROJECT PHASING 2
HORIZONTAL CONTROL 1
HORIZONTAL CONTROL 2
HORIZONTAL CONTROL 3
HORIZONTAL CONTROL 4
HORIZONTAL CONTROL 5
HORIZONTAL CONTROL 6
DEMOLITION PLAN 1
DEMOLITION PLAN 2
DEMOLITION PLAN 3
DEMOLITION PLAN 4
DEMOLITION PLAN 5
DEMOLITION PLAN 6
SITE CONSTRUCTION PLAN 1
SITE CONSTRUCTION PLAN 2
SITE CONSTRUCTION PLAN 3
SITE CONSTRUCTION PLAN 4
SITE CONSTRUCTION PLAN 5
SITE CONSTRUCTION PLAN 6
EROSION / SEDIMENT CONTROL PLAN 1
EROSION / SEDIMENT CONTROL PLAN 2
EROSION / SEDIMENT CONTROL PLAN 3
EROSION / SEDIMENT CONTROL PLAN 4
EROSION / SEDIMENT CONTROL PLAN 5
EROSION / SEDIMENT CONTROL PLAN 6
EROSION / SEDIMENT CONTROL PLAN 7
I I I I I
I I I I I
I
I
I
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I I
I I I I
I I I I
I I I I
I \ : I
I
I I I
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' /0 -10 -' o 5 -5 ------~-. 0-----------'
-0 0 0 --. . .
.
SHEET LIST TABLE SHEET LIST TABLE
SHEET SHEET SHEET TITLE NUMBER NAME
SHEET SHEET SHEET TITLE NUMBER NAME
34 S-01 STAIR LANDING PLAN & PROFILE 1 69 LC-01 LANDSCAPE CONSTRUCTION PLAN 1
35 S-02 STAIR LANDING PLAN & PROFILE 2 70 LC-02 LANDSCAPE CONSTRUCTION PLAN 2
36 S-03 STAIR LANDING PLAN & PROFILE 3 71 LC-03 LANDSCAPE CONSTRUCTION PLAN 3
37 S-04 STAIR LANDING PLAN & PROFILE 4 72 LC-04 LANDSCAPE CONSTRUCTION PLAN 4
38 S-05 STAIR LANDING PLAN & PROFILE 5 73 LC-05 LANDSCAPE CONSTRUCTION PLAN 5
39 S-06 STAIR LANDING DETAILS 1 74 LC-06 LANDSCAPE CONSTRUCTION PLAN 6
40 S-07 STAIR LANDING DETAILS 2 75 LC-07 LANDSCAPE CONSTRUCTION NOTES & LEGEND
41 S-08 MISCELLANEOUS DETAILS 1 76 Ll-01 LANDSCAPE IRRIGATION PLAN 1
42 S-09 MISCELLANEOUS DETAILS 2 77 Ll-02 LANDSCAPE IRRIGATION PLAN 2
43 S-10 MISCELLANEOUS DETAILS 3 78 Ll-03 LANDSCAPE IRRIGATION PLAN 3
44 S-11 PLATFORM RAILING PLAN 1 79 Ll-04 LANDSCAPE IRRIGATION PLAN 4
45 S-12 PLATFORM RAILING PLAN 2 80 Ll-05 LANDSCAPE IRRIGATION PLAN 5
46 S-13 PLATFORM RAILING PLAN 3 81 Ll-06 LANDSCAPE IRRIGATION PLAN 6
47 S-14 PLATFORM RAILING PLAN 4 82 Ll-07 LANDSCAPE IRRIGATION NOTES AND CALCS
48 S-15 STRUCTURAL DETAILS 1 83 Ll-08 LANDSCAPE IRRIGATION HYDROZONE MAP
49 S-16 STRUCTURAL DETAILS 2 84 Ll-09 LANDSCAPE IRRIGATION LEGEND
50 S-17 STRUCTURAL DETAILS 3 85 Ll-10 LANDSCAPE IRRIGATION DETAILS
51 S-18 STRUCTURAL DETAILS 4 86 Ll-11 LANDSCAPE IRRIGATION DETAILS
52 S-19 STRUCTURAL DETAILS 5 87 LP-01 LANDSCAPE PLANTING PLAN 1
53 E-01 ELECTRICAL PLAN 1 88 LP-02 LANDSCAPE PLANTING PLAN 2
54 E-02 ELECTRICAL PLAN 2 89 LP-03 LANDSCAPE PLANTING PLAN 3
55 E-03 ELECTRICAL PLAN 3 90 LP-04 LANDSCAPE PLANTING PLAN 4
56 E-04 ELECTRICAL PLAN 4 91 LP-05 LANDSCAPE PLANTING PLAN 5
57 E-05 ELECTRICAL PLAN 5 92 LP-06 LANDSCAPE PLANTING PLAN 6
58 E-06 ELECTRICAL PLAN 6 93 LP-07 LANDSCAPE PLANTING VIGNETTES
59 E-07 SINGLE LINE DIAGRAM 94 LP-08 LANDSCAPE PLANTING VIGNETTES
60 E-08 ELECTRICAL SCHEDULE 95 LP-09 LANDSCAPE PLANTING NOTES & LEGEND
61 E-09 ELECTRICAL DETAILS
62 TC-1 TRAFFIC CONTROL NOTES AND LEGENDS
63 TC-2 PHASE 1 A: TRAFFIC CONTROL PLAN 1
I SHEET I CITY OF CARLSBAD I SHEETS I
ENGINEERING DEPARTMENT
64 TC-3 PHASE 1 A: TRAFFIC CONTROL PLAN 2
65 TC-4 PHASE 1 B: TRAFFIC CONTROL PLAN 1
66 TC-5 PHASE 1 B: TRAFFIC CONTROL PLAN 2
67 TC-6 PHASE 2: TRAFFIC CONTROL PLAN 1 APPROVED: HOSSEIN AJIDEH
68 TC-7 PHASE 2: TRAFFIC CONTROL PLAN 2 ENGINEERING MANAGER RCE 75991 EXP 6/30/2026 DATE
DATE, 6/30/2024
/1\ DWN BY:
I
I DRAWING NO. PROJECT NO. DATE INlllAL DATE INITIAL DATE INITIAL CHKD BY:
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY:
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Plot Date:Cad File No:25 June 2024 - 2:11 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-G03 THRU G04.dwgPlotted by:Bob Sherwood
3 95
IMPROVEMENT PLANS FOR:
GENERAL NOTES & ABBREVIATIONS
CIP #3896 529-8SC
RS
CM
A AREA
AC ASPHALT PAVEMENT
ACP ASBESTOS CEMENT PIPE
AD AREA DRAINS
ALUM ALUMINUM
AP ANGLE POINT
AVAC AIR VACUUM VALVE
AVE AVENUE
BEG BEGIN
BF BACKFLOW
BC BEGIN CURVE, BLOW COUNT
BLVD BOULEVARD
BP BEGINNING POINT
BTM BOTTOM
BW BACK OF WALK
BX BOTTOM OF CURB TRANSITION
C CIRCLE, CURVE
CALCS CALCULATIONS
C-VLT COMMUNICATIONS VAULT
CHKD CHECKED
CIP CAST IN PLACE
CL CENTERLINE
CLR CLEAR
CJ CONTROL JOINT
COM-BX COMMUNICATIONS BOX
CONC CONCRETE
CONA CONCRETE ANGLE POINT
CONT CONTINUOUS, CONTROLLER
D, DIA, DIAM DIAMETER
DBL DOUBLE
DL DAYLIGHT, DEAD LOAD
DD DOWN DRAIN, DRY DENSITY
DS DIRECT SHEAR TEST
DWN DRAWN
E EAST
EA EACH
EC END CURVE
EB ELECTRIC BOX
EJ EXPANSION JOINT
EL, ELEV ELEVATION
EG EXISTING GRADE
EM ELECTRIC METER
EMH ELECTRIC MANHOLE
EOP EDGE OF PAVEMENT
EP END POINT
EQ EQUAL
EQUIP EQUIPMENT
EW EACH WAY
(E), EXIST EXISTING
E-PNL ELECTRIC PANEL
E-VLT ELECTRIC VAULT
FD FIRE DEPARTMENT
FDC FIRE DEPARTMENT CONNECTION
FF FINISH FLOOR
FG FINISH GRADE
FM FLOW METER
FS FINISH SURFACE
G GAS, GROUND
GAL GALLON
GALV GALVANIZED
GB GRADE BREAK
GBA GRADE BREAK ANGLE POINT
GB GRADE BREAK
GM GAS METERS/REGULATORS
GP GUARD POST
GR GRADE
GS GRAIN SIZE DISTRIBUTION
GSO GAS SHUT OFF
GV GAS VALVE
HCLD HANDICAP LOADING
HD HEAVY-DUTY
HDG HOT-DIP GALVANIZED
HORIZ HORIZONTAL
IE INVERT ELEVATION
IP INTERSECTION POINT
IRB IRRIGATION BOX
IRV IRRIGATION VALVE
JB JUNCTION BOX
JT JOINT
L LENGTH, LINE
LC LABORATORY COMPACTION TEST
LF LINEAR FEET
LL LIVE LOAD
LT LIGHT
M METER
MAX MAXIMUM
MB MACHINE BOLT
MC MOISTURE CONTENT
MFR'S MANUFACTURER'S
MH MANHOLE
MILS THOUSANDTHS OF AN INCH
MIN MINIMUM
MT MULTIPLE TREE
MV MASTER VALVE
N NORTH
(N)NEW
NAVD88 NORTH AMERICAN VERTICAL DATUM OF 1988
NGVD29 NATIONAL GEODETIC VERTICAL DATUM OF 1929
NTS NOT TO SCALE
O.C.ON CENTER
PB PULLBOX
PB-RSR PACBELL RISER
PCF POUNDS PER CUBIC FEET
PED PEDISTAL/PAD, PEDESTRIAN
PERP PERPENDICULAR
PI ATTERBERG LIMITS TEST
PL PROPERTY LINE, PLATE
PSF POUNDS PER SQUARE FOOT
PT POINT
PVC POLYVINYL CHLORIDE
R RADIUS
RCE REGISTERED CIVIL ENGINEER
REINF REINFORCING
REQ'D REQUIRED
RET RETAINING
ROW RIGHT OF WAY
RRFB RECTANGULAR RAPID FLASHING BEACONS
RSR UTILITY RISER
RVWD REVIEWED
S SOUTH
SCO SEWER CLEAN OUT
SD STORM DRAIN
SDS SLOW DIRECT SHEAR TEST
SDI/MH STORM DRAIN INLET W/MANHOLE
SDHM STORM DRAIN MANHOLE
SF SQUARE FEET
SL STREETLIGHT
SLB STREETLIGHT BOX
SMH SEWER MANHOLE
SQ SQUARE
SS STAINLESS STEEL, SANITARY SEWER
SSPWC STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION
STA STATION
STL STEEL
S/W SIDEWALK
T TREE
TB TELEPHONE BOX
TC TOP FACE OF CURB
TCR TELECOMMUNICATIONS RISER
TG TOP OF GRATE
TOC TOP OF CURB
TOW TOP OF WALL
TP TANGENCY POINT
TR ELECTRIC TRANSFORMER
TRD TREAD
TS TRAFFIC SIGNAL, TUBE SECTION
TSB TRAFFIC SIGNAL BOX
TSC TRAFFIC SIGNAL CONTROL
TYP TYPICAL
V VALVE
VERT VERTICAL
W WEST, WATER, WIDE
W/WITH
WM WATER METER
WMH WATER MANHOLE
WT WEIGHT
WV WATER VALVE
ABBREVIATIONS
PROPERTY LINE
ADJOINING LOT LINES/RIGHT-OF-WAY
CENTERLINE OF RIGHT-OF-WAY
BUILDING OVERHANG
ELEVATION CONTOUR LINE (1 FOOT INTERVAL)
ELEVATION CONTOUR LINE (1/2 FOOT INTERVAL)
CHAIN LINK FENCING
METAL BEAM GUARDRAIL OR RAILING
GATE
ENVIRONMENTAL BOUNDARY
PROJECT LIMITS
COASTAL COMMISSION JURISDICTIONAL LINE
CONCRETE REPAIR / REPLACEMENT
NEW LITHOCRETE SURFACE
PHASE 1A REPAIR AREA
PHASE 1B REPAIR AREA
PHASE 2 REPAIR AREA
PROTECTED BLUFF WITHIN PROJECT LIMITS
EXISTING TREES (TRUNKS OF VARYING DIAMETERS)
STREETLIGHT
FOUND SURVEY MONUMENT AS NOTED
SPOT ELEVATION
LEGENDGENERAL NOTES
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE)
1. CITY OF CARLSBAD HAS ADOPTED THE 2022 CALIFORNIA BUILDING STANDARDS CODE
(CALIFORNIA CODE OF REGULATIONS, TITLE 24) IN ITS ENTIRETY.
2. REFER TO CITY OF CARLSBAD, GENERAL PROVISIONS AND SUPPLEMENTAL PROVISIONS FOR
THE PROJECT AND MODIFICATIONS TO THE 2021 SSPWC GREENBOOK.
3. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF
CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS.
4. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD
MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER
ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT.
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY
AND OTHER APPROPRIATE AGENCIES.
6. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY
ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS
AND TITLE SHEET.
7. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT
SITE AT ALL TIMES DURING CONSTRUCTION.
8. A PRE-CONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE BEGINNING OF
WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR
CONSTRUCTION, SUPERVISION, AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR
SHALL SCHEDULE THE MEETING WITH THE CITY AT LEAST TEN (10) WORKING DAYS PRIOR TO
STARTING CONSTRUCTION.
9. ALL INSPECTION REQUESTS OTHER THAN FOR PRE-CONSTRUCTION MEETING WILL BE MADE BY
CONTACTING THE CITY AT LEAST TWO (2) WORKING DAYS BEFORE THE INSPECTION IS NEEDED.
10. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES,
INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
11. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL
PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF
SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION
FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR
TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR
ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER
AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE
SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE
8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED
ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST
BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.
12.IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING
CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE CONTRACTOR WILL NOTIFY
THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE CONTRACTOR HAS RECEIVED
WRITTEN APPROVAL FROM THE CITY ENGINEER.
13.ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY
ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE
HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.
14. NO BLASTING SHALL BE PERMITTED ON SITE.
15. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE
CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.
ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR
STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS.
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE
UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT
SHOWN.
16. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND
AND UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE
CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND
THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK.
G-03
SOIL CLASSIFICATION CHART
REFERENCE DRAWINGS
139-6 CARLSBAD BOULEVARD IMPROVEMENT PLANS
282-7 CARLSBAD BOULEVARD PROMENADE
272-1 CARLSBAD BOULEVARD SEAWALL
Aug. 5, 2024 Item #6 Page 9 of 40
DAm 6/30/2024 -~~~---
SECONDARY DIVISIONS
PRIMARY DIVISIONS ,.
CLEAN GRAVEL well-graded GRAVEL
less than 5% fines GP poorly graded GRAVEL
GW-GM well-graded GRAVEL with silt
----400----GRAVEL GRAVEL with more than DUAL GP-GM poorly graded GRAVEL with silt
50% of CLASSIFICATIONS coarse 5% to 12% fines GW-GC well-graded GRAVEL with clay
fraction
------x------retained on GP-GC poorly graded GRAVEL with clay
No. 4 sieve
GRAVEL with GM silty GRAVEL
COARSE-FINES GC clayey GRAVEL GRAINED more than
SOILS 12% fines GC-GM silty, clayey GRAVEL
more than
50% retained CLEAN SAND SW well-graded SAND ------on No. 200 less than 5% fines .
sieve SP poorly graded SAND
SVV-SM well-graded SAND with silt
SAND SAND with SP-SM poorly graded SAND with silt 50% or more DUAL _ , _,, _ -of coarse CLASSIFICATIONS .• SW-SC well-graded SAND with clay fraction 5% to 12% fines
passes SP-SC pooriy graded SAND with clay No. 4 sieve
SM silty SAND
SAND with FINES ·¾!J more than ieJ SC cla:yey SAND
12% fines :ill SC-SM silty, clayey SAND
CL lean CLAY
SILT and INORGANIC II ML SILT
CLAY CL-ML silty CLAY liquid limit
FINE• less than 50% OL (Pl > 4) organic CLAY
GRAINED ORGANIC
SOILS OL (Pl < 4) organic SILT
50% ar CH fat CLAY
more passes SILT and INORGANIC
No_ 200 sieve CLAY MH elastic SILT
liquid limit OH (plots on or organic CLAY 50% or more i,bove "A"-line) ORGANIC OH (pl0l5 below
"A"-line) organic SILT
Highly Organic. Soils PT Peat
I I
................................... ... , ............................. . .. , ............................... . ... , ............................. . .. , .. , ............................ . ... , ............................. . .. , ............................... . ... , ............................. . .. , ............................... . ... , ............................. . .. , ............................... . ... , ............................. .
oo
' /
•
X 39.24
1---1----+------------+---+---+--+------I I SHEET I CITY OF CARLSBAD I SHEETS I
ENGINEERING DEPARTMENT ~=:'.....:::::=========::...:::::=:::::;
APPROVED: HOSSEIN AJIDEH
ENGINEERING MANAGER RCE 75991 EXP 6 30 2026 DA TE
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
OWN BY:
CHKD BY: __ _
RVWD BY:
PROJECT NO. DRAWING NO.
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Plot Date:Cad File No:19 June 2024 - 6:21 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-G03 THRU G04.dwgPlotted by:Bob Sherwood
4 95
IMPROVEMENT PLANS FOR:
STRUCTURAL NOTES & STANDARD DETAILS
CIP #3896 529-8SC
RS
CM
G-04
D
D
D
D
db
90°
bd
6 d OR
4" MIN
b
135°
4 d FOR #3, #4, #5
6 d FOR #6, #7, #8
b
b
D=
12 d FOR #6, #7, #8
6 d FOR #3, #4, #5
b
b
TYP 90° END HOOKTYP BAR BEND DIAMETER
10 d FOR #14, #18
8 d FOR #9, #10, #11
6 d FOR #3 TO #8
D
D=b
b
b
d
b D
dh
12
d 2" MIN
TYP 180° END HOOK
4d ORb
b
b
d D
dh
#14 38 33 29 27
#18 50 43 39 35
BAR
SIZE 3000 4000 5000 6000
#3 6 6 6 6
#4 8 7 6 6
#5 10 9 8 7
#6 12 10 9 9
#7 14 12 11 10
#8 16 14 12 11
#9 18 15 14 13
#10 20 17 16 14
#11 22 19 17 16
dh
d
S S/2
L BARC
LC
BAR
LC
BAR
S/2
CONCRETE
SURFACE
CONCRETE
SURFACE
DEVELOPMENT LENGTH ( )
BAR 3000 PSI CONC (f'c)4000 PSI CONC (f'c)5000 PSI CONC (f'c)
SIZE TOP OTHER TOP OTHER TOP OTHER
s > 6" s < 6" s > 6" s < 6" s > 6" s < 6" s > 6" s < 6" s > 6" s < 6" s > 6" s < 6"
#3 13 22 12 17 12 19 12 15 12 17 12 13
#4 18 29 14 22 15 25 12 19 14 23 12 17
#5 22 36 17 28 19 31 15 24 17 28 13 22
#6 26 43 20 33 23 37 18 29 20 34 16 26
#7 38 63 29 48 33 54 25 42 29 49 23 38
#8 43 72 33 55 37 62 29 48 34 56 26 43
#9 49 81 37 62 42 70 33 54 38 63 29 48
#10 56 89 43 69 49 78 38 60 44 69 34 54
#11 68 98 52 76 59 85 45 66 53 76 41 59
TENSION LAP SPLICE LENGTH (CLASS 'B' SPLICE)
BAR 3000 PSI CONC (f'c)4000 PSI CONC (f'c)5000 PSI CONC (f'c)
SIZE TOP OTHER TOP OTHER TOP OTHER
s > 6" s < 6" s > 6" s < 6" s > 6" s < 6" s > 6" s < 6" s > 6" s < 6" s > 6" s < 6"
#3 17 28 16 22 16 25 16 19 16 22 16 17
#4 23 38 18 29 20 33 16 25 18 29 16 23
#5 28 47 22 36 25 41 19 31 22 36 17 28
#6 34 56 26 43 29 49 23 38 26 44 20 34
#7 49 82 38 63 43 71 33 55 38 63 30 49
#8 56 93 43 72 49 81 38 62 44 72 34 56
#9 63 105 49 81 55 91 42 70 49 81 38 63
#10 73 116 56 90 63 101 49 78 57 90 44 70
#11 88 128 68 99 76 111 59 85 68 99 53 76
NOTES:
LENGTHS SHOWN ARE FOR GRADE 60 UNCOATED BARS.
LENGTHS SHOWN ARE IN INCHES.
TOP BARS: HORIZONTAL BARS WITH MORE THAN 12” OF FRESH CONCRETE
CAST BELOW THEM.
THE QUANTITY ‘s’ IS DEFINED AS FOLLOWS:
212" MIN
NORMAL WEIGHT CONCRETE, f'c, PSI
FOR STANDARD END HOOKS ON REINFORCING BARS
MINIMUM TENSION EMBEDMENT LENGTHS (IN.)
PENETRATION
3" TYP
d,TYP
#5 DIAGONAL BARS x 3'-0" LONG
CENTERED ON PENETRATION, SPACE AT
8" MAX THROUGHOUT WALL THICKNESS
END MAIN BARS INTERRUPTED
BY OPENING WITH STD HOOK
WHERE MAIN BARS ARE
INTERUPTED BY OPENING, ADD
ONE HALF THE INTERUPTED
BARS EACH SIDE OF OPENING.
(MIN 2-#5 BARS EACH SIDE)
STRUCTURAL STANDARD DETAILS - CONCRETESTRUCTURAL NOTES
GENERAL
1. CONTRACTOR SHALL COORDINATE ALL STRUCTURAL DOCUMENTS WITH ALL
OTHER DISCIPLINES AND REPORT ANY DISCREPANCIES TO THE ENGINEER
PRIOR TO THE START OF ANY FABRICATION OR CONSTRUCTION.
2. UNLESS NOTED OTHERWISE, REFER TO DRAWINGS OTHER THAN STRUCTURAL
FOR FINISHES, SLOPES, DEPRESSIONS, OPENINGS, CURBS, STAIRS, RAMPS,
TRENCHES, EQUIPMENT AND LOCATIONS AND EXTENT OF SUCH CONDITIONS.
3. CONTRACTOR SHALL COORDINATE ALL NEW WORK WITH EXISTING SITE
CONDITIONS AND REPORT ANY DISCREPANCIES TO THE CONTRACTING
OFFICER PRIOR TO CONSTRUCTION.
4. DO NOT SCALE DRAWINGS
5. CONTRACTOR TO REVIEW AS-BUILT RECORD DRAWINGS FOR ALL
STRUCTURES ON SITE AVAILABLE FROM THE CITY AND / OR PROVIDED BY THE
IN THE PROJECT BID PACKAGE.
RAILINGS
1. SEE SPECIFICATION SECTION 05 52 00 METAL RAILINGS
2. DETAILS SHOWN ARE MINIMUM REQUIREMENTS WITH RAILING DESIGN TO BE
PROVIDED BY CONTRACTOR. CONTRACTOR MAY REVISE GUARDRAIL AND
HANDRAIL DESIGN, LAYOUT, AND ANCHORAGES TO MEET MANUFACTURER
RECOMMENDATIONS AND PROJECT SPECIFICATIONS, AS APPROVED BY CITY.
REINFORCED CONCRETE
1. SEE SECTIONS 03 30 00 CAST-IN-PLACE CONCRETE AND SECTION 03 41 00
PRECAST STRUCTURAL CONCRETE
2. ALL REINFORCING TO TERMINATE WITH STANDARD HOOKS AS SHOWN THIS
SHEET. ALL STIRRUPS AND TIES TO BE CLOSED WITH 135 DEGREE BENDS.
STRUCTURAL STEEL
1. SEE SPECIFICATION SECTION 05 55 00 METAL FABRICATIONS
2. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY BRACING
/ SUPPORTS AS REQUIRED UNTIL ALL MEMBERS HAVE BEEN BOLTED OR
WELDED SO MEMBERS ARE NOT OVERSTRESSED.
3. ALL EXPOSED NON-GALVANIZED STEEL SURFACES AND FASTENERS SHALL BE
COATED PER SPECIFICATIONS UNLESS OTHERWISE NOTED.
4. BOLTS - THREADS OF ALL BOLTS SHALL BE COATED WITH ANTI-SEIZE
COMPOUND
5. REINFORCING STEEL SHALL BE EPOXY COATED IN ACCORDANCE WITH
SPECIFICATION SECTION 03 30 00 CAST-IN-PLACE CONCRETE AND SECTION 03
41 00 PRECAST STRUCTURAL CONCRETE.
FIELD REPAIRS
1. GALVANIZED/METALIZED COATING FIELD REPAIR - FIELD REPAIR OF FIELD
WELDS OR OTHER DAMAGED AREAS SHALL CONFORM TO ASTM A760, USING
ZINC-BASE SOLDERS, SUCH AS "GALV-STICK" OR APPROVED EQUAL,
FOLLOWED BY A TOP COAT OF ZINC RICH PAINT. REPAIR SHALL FOLLOW
PROCEDURES INDICATED IN ASTM A760, ANNEX A1, AND IN CONFORMANCE
WITH THE MANUFACTURER'S RECOMMENDATIONS.
2. FIELD WELDING - PREHEAT STEEL TO A MINIMUM 50°F TO DRIVE OFF
MOISTURE AND WELD PER AWS D1.1.
3. GROUT PLACEMENT:
-- HIGH-STRENGTH GROUT SHALL BE PLACED PER MANUFACTURER'S
RECOMMENDATIONS. CONTRACTOR SHALL SUBMIT INTENDED METHODS
OF PREPARING SUBSTRATE, MIXING, TRANSPORTING, PLACING AND
FINISHING GROUT.
-- PRIOR TO PLACEMENT, GROUTED SURFACES SHALL BE FREED OF DUST
AND DIRT USING HIGH-PRESSURE POTABLE WATER. MIX GROUT WITH
MANUFACTURER'S RECOMMENDED WATER QUANTITY. DO NOT ADD
ADDITIONAL WATER.
-- COLD WEATHER GROUT/ CONCRETE SHALL FOLLOW APPROPRIATE
RECOMMENDATIONS OF ACI 306R. WHERE AMBIENT TEMPERATURE IS
LESS THAN 40°F PROVIDE HEATED MATERIAL OR INSIDE SHELTER TO
MAINTAIN 40°F MATERIAL TEMPERATURE FOR 4 DAYS OR UNTIL GROUT/
CONCRETE OBTAINS f'c = 2,500 PSI.
GEOTECHNICAL REPORT
GEOTECHNICAL BASIS OF DESIGN, CARLSBAD BEACH ACCESS REPAIRS, PREPARED
BY TERRACOSTA CONSULTING GROUP (NOW ENGEO), JULY 3, 2018.
Aug. 5, 2024 Item #6 Page 10 of 40
fl.
-----
I I ------
' I 1 ,,.
• • -
' ' ~
• V
' 1 l REINFORCING DEVELOPMENT AND LAP SPLICE IN CONCRETE
l ' NOT TO SCALE ' -,, -
JI. JI.
•• Jl. •• • •
• • • • , . ,
' ' ~~-~ , •• ,:/' ~ , •• • • • . / I . . -·---. • \ ' • • \
/ ,_.,,
I , • • • • • • I \ I . .. . / -. •
I
-/ '
(I) BAR BENDS AND END HOOKS
NOT TO SCALE
-/' \ ~~ ' -I µ\ f ' ,,,,,-/\ /
"'-/ :(/,~ l's./ r-1_.,,1 I
\ r _ _,
' " V "'-
,
-
" / \
~)
( 'k__Jl.
~ (7 (7
~J
' ' , ,
-
--/ 3 \ PIPE PENETRATION /4' j l STIRRUP AND TIE HOOKS
,-) NOT TO SCALE ' I NOT TO SCALE \. ---
I SHEET I CITY OF CARLSBAD I SHEETS I
ENGINEERING DEPARTMENT
~ofESS10~
~ '\ II, S l{j ~
..,~ ~ .j>* ':!-
"' 0 ~No. 1~
* ~-tit, /30/25 * APPROVED: HOSSEIN AJIDEH
,l',: CIVIi-2~>)-ENGINEERING MANAGER RCE 75991 EXP 6/30/2026 DATE 'I'~ C/f' et,UI /(\ DWN BY:
I
I DRAWING NO. PROJECT NO.
DATE: 6/30/2024 DATE INITIAL DATE INITIAL DATE INlllAL CHKD BY:
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY:
D
D
D
D
D
D
D
D D
D
D
D
D
D
6' OFF
S
E
T
6' OFF
S
E
T
6' OFF
S
E
T
3' O
F
F
S
E
T
3'
O
F
F
S
E
T
6' OFF
S
E
T
3'
O
F
F
S
E
T
PROJECT LIMIT
PROJECT LIMIT
PROJECT LIMIT
PROJECT LIMIT
PHASE 2 BEACH
ACCESS ROUTE
PHASE 2 BEACH
ACCESS ROUTE
PHASE 2 BEACH
ACCESS ROUTE
PHASE 1 BEACH
ACCESS ROUTE
ALWAYS OPEN
BEACH
ACCESS ROUTE
ALWAYS OPEN
BEACH
ACCESS ROUTE
APPROXIMATE
COASTAL COMMISSION
JURISDICTIONAL LIMIT
APPROXIMATE
COASTAL COMMISSION
JURISDICTIONAL LIMIT
APPROXIMATE
COASTAL COMMISSION
JURISDICTIONAL LIMIT
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Plot Date:Cad File No:19 June 2024 - 9:10 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-G07 THRU G08.dwgPlotted by:Bob Sherwood
7 95
IMPROVEMENT PLANS FOR:
PROJECT PHASING 1
CIP #3896 529-8SC
RS
CM
1 PROJECT PHASING PLAN
1" = 60'
N
G-07
CARLSBAD BOULEVARD
PACIFIC OCEAN
PI
N
E
A
V
E
N
U
E
WA
L
N
U
T
A
V
E
N
U
E
SY
C
A
M
O
R
E
A
V
E
N
U
E
CH
E
S
T
N
U
T
A
V
E
N
U
E
MA
P
L
E
A
V
E
N
U
E
AC
A
C
I
A
A
V
E
N
U
E
LEGEND
ENVIRONMENTAL BOUNDARY
PROJECT LIMITS
COASTAL COMMISSION JURISDICTIONAL LINE
PHASE 1A REPAIR AREA
PHASE 1B REPAIR AREA
PHASE 2 REPAIR AREA
PROTECTED BLUFF WITHIN PROJECT LIMITS
0 120'60'180'240'
Aug. 5, 2024 Item #6 Page 11 of 40
I
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I
I
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,/<l,
I
I
I
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Plot Date:Cad File No:19 June 2024 - 9:11 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-G07 THRU G08.dwgPlotted by:Bob Sherwood
8 95
IMPROVEMENT PLANS FOR:
PROJECT PHASING 2
CIP #3896 529-8MD
RS
CM
1 PROJECT PHASING PLAN
1" = 60'
N
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PHASE 1A REPAIR AREA
PHASE 1B REPAIR AREA
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PROTECTED BLUFF WITHIN PROJECT LIMITS
CONSTRUCTION TRAILER
Aug. 5, 2024 Item #6 Page 12 of 40
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Plot Date:Cad File No:20 June 2024 - 3:38 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-C13 THRU C18 SP.dwgPlotted by:Bob Sherwood
N1SITE CONSTRUCTION PLAN
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21 95
IMPROVEMENT PLANS FOR:
SITE CONSTRUCTION PLAN 1
CIP #3896 529-8MD
RS
CM
SHEET KEYNOTES
CARLSBAD BLVD CENTERLINE
& UPPER S/W CONTROL LINE
PROJECT LIMITS
PROJECT LIMITS
C-13
FOR ENLARGED TYPICAL
CONC PRECAST DOUBLE
TEE SIDEWALK SECTION
SEE
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SECTION
1
2
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4
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SECTION PRECAST
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NEW LITHOCRETE SURFACE
1. RECONSTRUCT ELEVATED UPPER SIDEWALK ON DOUBLE TEE BEAMS, SEE SHEET S-17
2. RECONSTRUCT ELEVATED UPPER SIDEWALK OVERLOOK, SEE SHEET S-18
3. INSTALL UPPER SIDEWALK SURFACE-MOUNTED RAILING, SEE SHEET S-09
4. INSTALL UPPER SIDEWALK SIDE-MOUNTED RAILING, SEE SHEET S-09
5. RECONSTRUCT ELEVATED CONCRETE LANDING PLATFORM, SEE SHEET S-07
6. INSTALL LANDING PLATFORM RAILING, SEE SHEET S-09
7. INSTALL ELEVATED LANDING PLATFORM STAIRWAY, SEE SHEET S-08
8. RECONSTRUCT CONCRETE UPPER SIDEWALK ON GRADE, SEE SHEET S-19
9. WIDEN UPPER SIDEWALK ON GRADE, SEE SHEET S-19
10. RECONSTRUCT CONCRETE CURB, SEE SHEET S-16
11. INSTALL NEW DOUBLE ARM STREETLIGHT, PULLBOX AND WIRING, SEE ELECTRICAL
SHEETS
12. CONSTRUCT NEW UPPER SIDEWALK FOUNDATION FASCIA, SEE SHEET S-16
13. CONSTRUCT NEW CONCRETE L-WALL EXTENSION AND PAVEMENT, SEE SHEET S-15
14. REINSTALL SIGN
15. CONSTRUCT NEW STORM WATER BIOFILTRATION BASIN, SEE SHEET C-23
16. RECONSTRUCT UPPER SIDEWALK BEAM SUPPORT, SEE SHEET S-10
17. REINSTALL BIKE RACK, TRASH CANS, AND BENCHES
99. PROTECT IN PLACE
16
16
16
16
16
16
16 16 16 16
Aug. 5, 2024 Item #6 Page 13 of 40
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Plot Date:Cad File No:20 June 2024 - 3:44 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-C13 THRU C18 SP.dwgPlotted by:Bob Sherwood
1 SITE CONSTRUCTION PLAN
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22 95
IMPROVEMENT PLANS FOR:
SITE CONSTRUCTION PLAN 2
CIP #3896 529-8MD
RS
CM
SHEET KEYNOTES
CARLSBAD BLVD CENTERLINE
& UPPER S/W CONTROL LINE
L = 14 LF
5 6
7 7
5 6
5 6
7
13
PROJECT LIMITS
PROJECT LIMITS
C-14
FOR ENLARGED TYPICAL
CONC. DOUBLE TEE
PLATFORM AREA SEE
FOR ENLARGED TYPICAL
CONC. DOUBLE TEE
PLATFORM AREA SEE
FOR ENLARGED TYPICAL
CONCRETE ON GRADE
SIDEWALK SECTION SEE
12
1918
11 20 21 22 23 24
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FOR ENLARGED TYPICAL
CONC PRECAST DOUBLE
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SEE
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4PRECAST
SECTION
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SECTION
4PRECAST
SECTION
4PRECAST
SECTION 4PRECAST
SECTION
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SECTION 4PRECAST
SECTION 4PRECAST
SECTION 4PRECAST
SECTION 4PRECAST
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PROJECT LIMITS
COASTAL COMMISSION JURISDICTIONAL LINE
CONCRETE REPAIR / REPLACEMENT
NEW LITHOCRETE SURFACE
1. RECONSTRUCT ELEVATED UPPER SIDEWALK ON DOUBLE TEE BEAMS, SEE SHEET S-17
2. RECONSTRUCT ELEVATED UPPER SIDEWALK OVERLOOK, SEE SHEET S-18
3. INSTALL UPPER SIDEWALK SURFACE-MOUNTED RAILING, SEE SHEET S-09
4. INSTALL UPPER SIDEWALK SIDE-MOUNTED RAILING, SEE SHEET S-09
5. RECONSTRUCT ELEVATED CONCRETE LANDING PLATFORM, SEE SHEET S-07
6. INSTALL LANDING PLATFORM RAILING, SEE SHEET S-09
7. INSTALL ELEVATED LANDING PLATFORM STAIRWAY, SEE SHEET S-08
8. RECONSTRUCT CONCRETE UPPER SIDEWALK ON GRADE, SEE SHEET S-19
9. WIDEN UPPER SIDEWALK ON GRADE, SEE SHEET S-19
10. RECONSTRUCT CONCRETE CURB, SEE SHEET S-16
11. INSTALL NEW DOUBLE ARM STREETLIGHT, PULLBOX AND WIRING, SEE ELECTRICAL
SHEETS
12. CONSTRUCT NEW UPPER SIDEWALK FOUNDATION FASCIA, SEE SHEET S-16
13. CONSTRUCT NEW CONCRETE L-WALL EXTENSION AND PAVEMENT, SEE SHEET S-15
14. REINSTALL SIGN
15. CONSTRUCT NEW STORM WATER BIOFILTRATION BASIN, SEE SHEET C-23
16. RECONSTRUCT UPPER SIDEWALK BEAM SUPPORT, SEE SHEET S-10
17. REINSTALL BIKE RACK, TRASH CANS, AND BENCHES
99. PROTECT IN PLACE
1616161616 16 16 16 16 16 16 16 16 16 16 16 16 16
Aug. 5, 2024 Item #6 Page 14 of 40
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DATE INITIAL
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Plot Date:Cad File No:20 June 2024 - 3:51 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-C13 THRU C18 SP.dwgPlotted by:Bob Sherwood
1 SITE CONSTRUCTION PLAN
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IMPROVEMENT PLANS FOR:
SITE CONSTRUCTION PLAN 3
CIP #3896 529-8MD
RS
CM
SHEET KEYNOTES
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CARLSBAD BLVD CENTERLINE
& UPPER S/W CONTROL LINE
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1. RECONSTRUCT ELEVATED UPPER SIDEWALK ON DOUBLE TEE BEAMS, SEE SHEET S-17
2. RECONSTRUCT ELEVATED UPPER SIDEWALK OVERLOOK, SEE SHEET S-18
3. INSTALL UPPER SIDEWALK SURFACE-MOUNTED RAILING, SEE SHEET S-09
4. INSTALL UPPER SIDEWALK SIDE-MOUNTED RAILING, SEE SHEET S-09
5. RECONSTRUCT ELEVATED CONCRETE LANDING PLATFORM, SEE SHEET S-07
6. INSTALL LANDING PLATFORM RAILING, SEE SHEET S-09
7. INSTALL ELEVATED LANDING PLATFORM STAIRWAY, SEE SHEET S-08
8. RECONSTRUCT CONCRETE UPPER SIDEWALK ON GRADE, SEE SHEET S-19
9. WIDEN UPPER SIDEWALK ON GRADE, SEE SHEET S-19
10. RECONSTRUCT CONCRETE CURB, SEE SHEET S-16
11. INSTALL NEW DOUBLE ARM STREETLIGHT, PULLBOX AND WIRING, SEE ELECTRICAL
SHEETS
12. CONSTRUCT NEW UPPER SIDEWALK FOUNDATION FASCIA, SEE SHEET S-16
13. CONSTRUCT NEW CONCRETE L-WALL EXTENSION AND PAVEMENT, SEE SHEET S-15
14. REINSTALL SIGN
15. CONSTRUCT NEW STORM WATER BIOFILTRATION BASIN, SEE SHEET C-23
16. RECONSTRUCT UPPER SIDEWALK BEAM SUPPORT, SEE SHEET S-10
17. REINSTALL BIKE RACK, TRASH CANS, AND BENCHES
99. PROTECT IN PLACE
Aug. 5, 2024 Item #6 Page 15 of 40
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1. RECONSTRUCT ELEVATED UPPER SIDEWALK ON DOUBLE TEE BEAMS, SEE SHEET S-17
2. RECONSTRUCT ELEVATED UPPER SIDEWALK OVERLOOK, SEE SHEET S-18
3. INSTALL UPPER SIDEWALK SURFACE-MOUNTED RAILING, SEE SHEET S-09
4. INSTALL UPPER SIDEWALK SIDE-MOUNTED RAILING, SEE SHEET S-09
5. RECONSTRUCT ELEVATED CONCRETE LANDING PLATFORM, SEE SHEET S-07
6. INSTALL LANDING PLATFORM RAILING, SEE SHEET S-09
7. INSTALL ELEVATED LANDING PLATFORM STAIRWAY, SEE SHEET S-08
8. RECONSTRUCT CONCRETE UPPER SIDEWALK ON GRADE, SEE SHEET S-19
9. WIDEN UPPER SIDEWALK ON GRADE, SEE SHEET S-19
10. RECONSTRUCT CONCRETE CURB, SEE SHEET S-16
11. INSTALL NEW DOUBLE ARM STREETLIGHT, PULLBOX AND WIRING, SEE ELECTRICAL
SHEETS
12. CONSTRUCT NEW UPPER SIDEWALK FOUNDATION FASCIA, SEE SHEET S-16
13. CONSTRUCT NEW CONCRETE L-WALL EXTENSION AND PAVEMENT, SEE SHEET S-15
14. REINSTALL SIGN
15. CONSTRUCT NEW STORM WATER BIOFILTRATION BASIN, SEE SHEET C-23
16. RECONSTRUCT UPPER SIDEWALK BEAM SUPPORT, SEE SHEET S-10
17. REINSTALL BIKE RACK, TRASH CANS, AND BENCHES
99. PROTECT IN PLACE
Aug. 5, 2024 Item #6 Page 16 of 40
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Plot Date:Cad File No:20 June 2024 - 3:58 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-C13 THRU C18 SP.dwgPlotted by:Bob Sherwood
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NEW LITHOCRETE SURFACE
1. RECONSTRUCT ELEVATED UPPER SIDEWALK ON DOUBLE TEE BEAMS, SEE SHEET S-17
2. RECONSTRUCT ELEVATED UPPER SIDEWALK OVERLOOK, SEE SHEET S-18
3. INSTALL UPPER SIDEWALK SURFACE-MOUNTED RAILING, SEE SHEET S-09
4. INSTALL UPPER SIDEWALK SIDE-MOUNTED RAILING, SEE SHEET S-09
5. RECONSTRUCT ELEVATED CONCRETE LANDING PLATFORM, SEE SHEET S-07
6. INSTALL LANDING PLATFORM RAILING, SEE SHEET S-09
7. INSTALL ELEVATED LANDING PLATFORM STAIRWAY, SEE SHEET S-08
8. RECONSTRUCT CONCRETE UPPER SIDEWALK ON GRADE, SEE SHEET S-19
9. WIDEN UPPER SIDEWALK ON GRADE, SEE SHEET S-19
10. RECONSTRUCT CONCRETE CURB, SEE SHEET S-16
11. INSTALL NEW DOUBLE ARM STREETLIGHT, PULLBOX AND WIRING, SEE ELECTRICAL
SHEETS
12. CONSTRUCT NEW UPPER SIDEWALK FOUNDATION FASCIA, SEE SHEET S-16
13. CONSTRUCT NEW CONCRETE L-WALL EXTENSION AND PAVEMENT, SEE SHEET S-15
14. REINSTALL SIGN
15. CONSTRUCT NEW STORM WATER BIOFILTRATION BASIN, SEE SHEET C-23
16. RECONSTRUCT UPPER SIDEWALK BEAM SUPPORT, SEE SHEET S-10
17. REINSTALL BIKE RACK, TRASH CANS, AND BENCHES
99. PROTECT IN PLACE
Aug. 5, 2024 Item #6 Page 17 of 40
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Plot Date:Cad File No:20 June 2024 - 4:05 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-C13 THRU C18 SP.dwgPlotted by:Bob Sherwood
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2. RECONSTRUCT ELEVATED UPPER SIDEWALK OVERLOOK, SEE SHEET S-18
3. INSTALL UPPER SIDEWALK SURFACE-MOUNTED RAILING, SEE SHEET S-09
4. INSTALL UPPER SIDEWALK SIDE-MOUNTED RAILING, SEE SHEET S-09
5. RECONSTRUCT ELEVATED CONCRETE LANDING PLATFORM, SEE SHEET S-07
6. INSTALL LANDING PLATFORM RAILING, SEE SHEET S-09
7. INSTALL ELEVATED LANDING PLATFORM STAIRWAY, SEE SHEET S-08
8. RECONSTRUCT CONCRETE UPPER SIDEWALK ON GRADE, SEE SHEET S-19
9. WIDEN UPPER SIDEWALK ON GRADE, SEE SHEET S-19
10. RECONSTRUCT CONCRETE CURB, SEE SHEET S-16
11. INSTALL NEW DOUBLE ARM STREETLIGHT, PULLBOX AND WIRING, SEE ELECTRICAL
SHEETS
12. CONSTRUCT NEW UPPER SIDEWALK FOUNDATION FASCIA, SEE SHEET S-16
13. CONSTRUCT NEW CONCRETE L-WALL EXTENSION AND PAVEMENT, SEE SHEET S-15
14. REINSTALL SIGN
15. CONSTRUCT NEW STORM WATER BIOFILTRATION BASIN, SEE SHEET C-23
16. RECONSTRUCT UPPER SIDEWALK BEAM SUPPORT, SEE SHEET S-10
17. REINSTALL BIKE RACK, TRASH CANS, AND BENCHES
99. PROTECT IN PLACE
Aug. 5, 2024 Item #6 Page 18 of 40
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\ \
' \ \ \
' \
\ ' \
\
\
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\
CITY
\ '
\ \ \ \
\ \
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OF
\ \
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\ \ ,'-____ _
' \
CARLSBAD
\ ' ' \ \ \
I SHEET I
ENGINEERING DEPARTMENT
I SHEETS I
APPROVED: HOSSEIN AJIDEH
ENGINEERING MANAGER RCE 75991 EXP 6/30/2026 DATE
OWN BY:
I
PROJECT NO.
I
DRAWING NO.
CHKD BY:
RVWD BY:
D
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Plot Date:Cad File No:26 June 2024 - 4:11 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-S01 THRU S05 LANDING PLAN.dwgPlotted by:Bob Sherwood
N1SYCAMORE AVENUE STAIR LANDING PLAN
1"=5'0 10'5'
34 95
IMPROVEMENT PLANS FOR:
STAIR LANDING PLAN AND PROFILE 1
CIP #3896 529-8RR
RS
--
INSTALL 19-STEP LANDING
STAIRWAY SEE DETAIL
INSTALL 19-STEP LANDING
STAIRWAY SEE DETAIL
INSTALL PLATFORM
RAILING SEE DETAIL
INSTALL PLATFORM
RAILING SEE DETAIL
INSTALL 14-STEP LANDING
STAIRWAY SEE DETAIL
INSTALL PLATFORM
RAILING SEE DETAIL
INSTALL PLATFORM
RAILING SEE DETAIL
INSTALL PLATFORM
RAILING SEE DETAIL
L (E) PIER AND PLATFORMC
L (E) PIER AND PLATFORM
L (E) PIER AND PLATFORMC
C
NEW ON GRADE
CONC SIDEWALK
EL. 48.96
EL. 48.96
EL. 40.22 FS EL. 40.22
EL. 28.56 FS
EL. 28.56
EL. 17.48 TREAD NOSE
CONSTRUCT ELEVATED REINFORCED
CONCRETE LANDING SEE DETAIL
CONSTRUCT ELEVATED REINFORCED
CONCRETE LANDING SEE DETAIL
CONSTRUCT ELEVATED REINFORCED
CONCRETE LANDING SEE DETAIL
NEW ELEVATED
CONC SIDEWALK
EJ
EJ
EL. 39.63
EL. 48.38
EL. 40.80
EL. 40.22
EL. 27.97
EL. 16.90 (E) S/W FS
EL. 29.14
EL. 28.56
EL. 48.96 FS
S-01
EL. 50.00 NGVD29
48
.
9
6
F
S
48
.
9
6
0
F
S
48
.
3
7
7
47
.
7
9
4
47
.
2
1
1
46
.
6
2
8
46
.
0
4
5
45
.
4
6
2
44.
8
7
9
44.
2
9
6
43.
7
1
3
43.
1
3
0
42.
5
4
7
41.
9
6
4
41.
3
8
1
40.
7
9
8
40.
2
1
5
F
S
0.0%
39.6
3
2
39.0
4
9
38.4
6
6
37.8
8
3
37.3
0
0
36.7
1
7
36.1
3
4
35.5
5
1
34.9
6
8
34.3
8
5
33.8
0
2
33.2
1
9
32.6
3
6
32.0
5
3
31.4
7
0
30.8
8
7
30.3
0
1
29.7
2
1
29.1
3
8
28.5
5
5
F
S
0.0%27.
9
7
2
27.
3
8
9
26.
8
0
6
26.
2
2
3
25.
6
4
0
25.
0
5
7
24.
4
7
4
23.
8
9
1
23.
3
0
8
22.
7
2
5
22.
1
4
2
21.
5
5
9
20.
9
7
6
20.
3
9
3
19.
8
1
0
19.
2
2
7
18.
6
4
4
18.
0
6
1
17.
4
7
8
16.
8
9
5
F
S
0.0%
EL. 45.00
EL. 40.00
EL. 35.00
EL. 30.00
EL. 25.00
EL. 20.00
2 SYCAMORE AVENUE STAIR LANDING PROFILE
1"=2'0 4'2'
0.0%
LOWER SIDEWALK
UPPER SIDEWALK LEVEL
UPPER ELEVATED PLATFORM
LOWER ELEVATED PLATFORM
MIDDLE ELEVATED PLATFORM
CONSTRUCT NEW
CONCRETE L-WALL
EXTENSION PER DETAIL
SEE SHEET S-11 FOR
RAILING DIMENSIONS
5
S-08
3
S-09
3
S-09
5
S-08
3
S-09
3
S-09
3
S-09
5
S-08
1
S-07
1
S-07
1
S-07
PROVIDE EXPANSION JOINT BETWEEN
PLATFORM AND SIDEWALK CONCRETE
(E) 4' Ø CONCRETE
FOUNDATION PILE
BELOW TO REMAIN
(E) 4' Ø CONCRETE
FOUNDATION PILE
BELOW TO REMAIN
(E) 4' Ø CONCRETE
FOUNDATION PILE
BELOW TO REMAIN
PLATFORM
PLATFORM
PLATFORM
(EL. 48.75 TC)
(EL. 48.70 TC)
EL. 49.00
(EL. 48.74 TC)
EL. 48.95
EL. 15.00
LOWER SIDEWALK
LOWER
PLATFORM
MIDDLE
PLATFORM
UPPER
PLATFORM
2.
0
%
M
A
X
0.
0
%
SI
D
E
W
A
L
K
1
S-15
EJ
EJ
EJEJ
INSTALL SIDE-MOUNTED
ALUMINUM RAILING
SEE DETAIL 2
S-09
INSTALL SIDE-MOUNTED
ALUMINUM RAILING
SEE DETAIL 2
S-09
A
S-05
LEGEND
CONCRETE REPAIR / REPLACEMENT
NEW LITHOCRETE SURFACE
Aug. 5, 2024 Item #6 Page 19 of 40
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DAlE, 6/30/2024
-
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t---+----+-------------l---l----1--___j~__JI SHEET I CITY OF CARLSBAD I SHEETS I
~===--====EN=G=l=N=EE=R=l=N=G=D=E=P=A::R::T::M:::E=NT::==::::::-'===:::
APPROVED: HOSSEIN AJIDEH
ENGINEERING MANAGER RCE 75991 EXP 6 30 2026 DA TE
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DA TE INITIAL DATE INlllAL
OTHER APPROVAL CITY APPROVAL
DWN BY: ---PROJECT NO. DRAWING NO.
CHKD BY: __ _
RVWD BY:
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Plot Date:Cad File No:26 June 2024 - 4:10 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-S01 THRU S05 LANDING PLAN.dwgPlotted by:Bob Sherwood
1 MAPLE AVENUE STAIR LANDING PLAN
1"= 5'0 10'5'
N
35 95
IMPROVEMENT PLANS FOR:
STAIR LANDING PLAN AND PROFILE 2
CIP #3896 529-8RR
RS
--
(E) 4' Ø CONCRETE
FOUNDATION PILE
BELOW TO REMAIN
PROVIDE EXPANSION JOINT BETWEEN
PLATFORM AND SIDEWALK CONCRETE
L (E) PIER AND
(N) PLATFORM
C
(E) 4' Ø CONCRETE
FOUNDATION PILE
BELOW TO REMAIN
(E) 4' Ø CONCRETE
FOUNDATION PILE
BELOW TO REMAIN
L (E) PIER AND
(N) PLATFORM
L (E) PIER AND
(N) PLATFORM
C
C
CONSTRUCT ELEVATED
REINFORCED CONCRETE
LANDING SEE DETAIL
INSTALL 17-STEP LANDING
STAIRWAY SEE DETAIL
INSTALL 15-STEP LANDING
STAIRWAY SEE DETAIL
INSTALL 17-STEP LANDING
STAIRWAY SEE DETAIL
CONSTRUCT ELEVATED REINFORCED
CONCRETE LANDING SEE DETAIL
CONSTRUCT ELEVATED REINFORCED
CONCRETE LANDING SEE DETAIL
CONSTRUCT NEW WALL EXTENSION SEE DETAIL
INSTALL PLATFORM
RAILING SEE DETAIL
INSTALL PLATFORM
RAILING SEE DETAIL
INSTALL PLATFORM
RAILING SEE DETAIL
INSTALL PLATFORM
RAILING SEE DETAIL
EL. 47.230 FS
EL. 47.23
EL. 36.736 FS
EL. 36.736
EL. 26.242
EL. 26.242 FS
NEW ELEVATED
CONC SIDEWALK
NEW ON GRADE
CONC SIDEWALK
EJ
CJ
EL. 25.659
EL. 26.825
EL. 26.242
EL. 17.497 TREAD NOSE
EL. 16.914 (E) S/W FS
EL. 36.153
EL. 37.319
EL. 36.736
EL. 47.230
EL. 45.010
S-02
EL. 50.00 NGVD29
47.2
3
0
F
S
47.2
3
0
F
S
46.6
4
7
46.0
6
4
45.4
8
1
44.8
9
8
44.3
1
5
43.7
3
2
43.1
4
9
42.5
6
6
41.9
8
3
41.4
0
0
40.8
1
7
40.2
3
4
39.6
5
1
39.0
6
8
36.7
3
6
F
S
0.0%
23.3
2
7
22.7
4
4
22.1
6
1
21.5
7
8
20.9
9
5
20.4
1
2
19.8
2
9
19.2
4
6
18.6
6
3
18.0
8
0
35.
5
7
0
34
.
9
8
7
34
.
4
0
4
33
.
8
2
1
33
.
2
3
8
32
.
6
5
5
32
.
0
7
2
31
.
4
8
9
30
.
9
0
6
30
.
3
2
3
29
.
7
4
0
29
.
1
5
7
28
.
5
7
4
27
.
9
9
1
27
.
4
0
8
26
.
8
2
5
26
.
2
4
2
F
S
0.0%
25.6
5
9
25.0
7
6
24.4
9
3
23.9
1
0
17.4
9
7
16.9
1
4
(
E
)
S
/
W
F
S
0.0%
EL. 45.00
EL. 40.00
EL. 35.00
EL. 30.00
EL. 25.00
EL. 20.00
0.0%
LOWER SIDEWALK
UPPER SIDEWALK LEVEL
UPPER ELEVATED PLATFORM
LOWER ELEVATED PLATFORM
MIDDLE ELEVATED PLATFORM
38.4
8
5
37.9
0
2
37.3
1
9
36.
1
5
3
2 MAPLE AVENUE STAIR LANDING PROFILE
1"=2'0 4'2'
SEE SHEET S-12 FOR
RAILING DIMENSIONS
1
S-07 5
S-08
1
S-07
1
S-07
2
S-15
3
S-09
3
S-09
3
S-09
3
S-09
5
S-08
5
S-08
EL. 47.04
PLATFORM
(EL. 46.99 TC)
EL. 47.23
(EL. 46.79 TC)
2.
0
%
M
A
X
0.
0
%
SI
D
E
W
A
L
K
(EL. 46.96 TC)
NEW ON GRADE
CONC SIDEWALK
EJ
EJ EJ
EJ
PLATFORM
PLATFORM
EL. 15.00
CJ
LOWER
PLATFORM
MIDDLE
PLATFORM
UPPER
PLATFORM
INSTALL TOP-MOUNTED
ALUMINUM RAILING
SEE DETAIL 1
S-09
INSTALL SIDE-MOUNTED
ALUMINUM RAILING
SEE DETAIL 2
S-09
NEW ON GRADE
CONC SIDEWALK
B
S-05
LEGEND
CONCRETE REPAIR / REPLACEMENT
NEW LITHOCRETE SURFACE
Aug. 5, 2024 Item #6 Page 20 of 40
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DAlE, 6/30/2024
-
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0-----
I SHEET I CITY OF CARLSBAD I SHEETS I
ENGINEERING DEPARTMENT
APPROVED: HOSSEIN AJIDEH
ENGINEERING MANAGER RCE 75991 EXP 6/30/2026 DATE
DWN BY:
I
PROJECT NO.
I
DRAWING NO. DATE INITIAL DATE INITIAL DATE INlllAL CHKD BY:
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY:
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Plot Date:Cad File No:26 June 2024 - 9:25 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-S01 THRU S05 LANDING PLAN.dwgPlotted by:Bob Sherwood
1 CHERRY AVENUE STAIR LANDING PLAN
1"= 5'0 10'5'
N
36 95
IMPROVEMENT PLANS FOR:
STAIR LANDING PLAN AND PROFILE 3
CIP #3896 529-8RR
RS
--
(E) 4' Ø CONCRETE
FOUNDATION PILE
BELOW TO REMAIN
EXISTING CONCRETE
SIDEWALK TO REMAIN
L (E) PIER AND
(N) PLATFORM
C
(E) 4' Ø CONCRETE
FOUNDATION PILE
BELOW TO REMAIN
L (E) PIER AND
(N) PLATFORM
C
CONSTRUCT ELEVATED REINFORCED
CONCRETE LANDING SEE DETAIL
INSTALL 17-STEP LANDING
STAIRWAY SEE DETAIL
INSTALL 14-STEP LANDING
STAIRWAY SEE DETAIL
INSTALL PLATFORM
RAILING SEE DETAIL
CONSTRUCT ELEVATED REINFORCED
CONCRETE LANDING SEE DETAIL
INSTALL PLATFORM
RAILING SEE DETAIL
CONSTRUCT ELEVATED REINFORCED
CONCRETE LANDING SEE DETAIL
INSTALL PLATFORM
RAILING SEE DETAIL
INSTALL PLATFORM
RAILING SEE DETAIL
INSTALL 18-STEP LANDING
STAIRWAY SEE DETAIL
EL. 47.213 FS
EL. 36.130 FS
EL. 36.130
EL. 25.630 FS
EL. 25.630
EL. 17.463 TREAD NOSE
NEW ON GRADE
CONC SIDEWALK
CJ
REPLACE STREETLIGHT
SEE ELECTRICAL SHEETS
EL. 46.630
EL. 36.713
EL. 36.130
EL. 35.546
EL. 16.88 (E) S/W FS
EL. 26.213
EL. 25.630
EL. 25.046
S-03
EJ
EL. 50.00 NGVD29
EL. 45.00
EL. 40.00
EL. 35.00
EL. 30.00
EL. 25.00
EL. 20.00
2 CHERRY AVENUE STAIR LANDING PROFILE
1"=2'0 4'2'
46.
6
3
0
46.
0
4
6
45.
4
6
3
44.
8
8
0
44.
2
9
6
43.
7
1
3
43.
1
3
0
42.
5
4
6
41.
9
6
3
41.
3
8
0
40.
7
9
6
40.
2
1
3
39.
6
3
0
39.
0
4
6
38.
4
6
3
37.
8
8
0
37.
2
9
6
35.5
4
6
34.9
6
3
34.3
8
0
33.7
9
6
33.2
1
3
32.6
3
0
32.0
4
6
31.4
6
3
30.8
8
0
30.2
9
6
29.7
1
3
29.1
3
0
28.5
4
6
27.9
6
3
27.3
8
0
26.7
9
6
0.9%UPPER SIDEWALK LEVEL
25.6
3
0
F
S
25.04
6
23.8
8
0
23.29
6
22.7
1
3
22.1
3
0
21.5
4
6
20.96
3
20.3
8
0
19.79
6
19.2
1
3
18.6
3
0
36.
7
1
3
36.
1
3
0
F
S
0.0%
MIDDLE ELEVATED PLATFORM
26.2
1
3
25.6
3
0
F
S
0.0%
LOWER ELEVATED PLATFORM24.46
3
18.0
4
6
17.46
3
16.88
0
F
S
0.0%LOWER SIDEWALK
LOWER ELEVATED PLATFORM
SEE SHEET S-13 FOR
RAILING DIMENSIONS
1
S-07
5
S-08
3
S-09
5
S-08
1
S-07
3
S-09
1
S-07
3
S-09
3
S-09
5
S-08
EJ
2.
0
%
M
A
X
0.
0
%
SI
D
E
W
A
L
K
(EL. 48.09 TC)
EJ
(EL. 48.29 TC)
EL. 48.54
CJ
(EL. 48.23 TC)(EL. 48.17 TC)
EL. 47.43
EL. 48.29 EP EL. 48.00 EP EL. 47.71 EP
EL. 48.12 EP
1.
0
%
EL. 47.71 EP
0.
5
%
EL. 47.30 EP
EL. 47.26
4.
2
%
4.2%
NEW ON GRADE
CONC SIDEWALK
(EL. 48.05 TC)(EL. 48.08 TC)
(EL. 48.06 TC)
(EL. 47.42 TC)
(EL. 46.93)
(EL. 47.59 EP)
EL. 46.78
(EL. 47.03 GB)(EL. 47.09 GB)
FLOW
FLOW
(EL. 46.95 TC)
(EL. 46.56 FL)
EL. 46.94 FL
EL. 46.99 EP
EL. 46.99 EP
0.9
%
(EL. 47.22 TC)
EJ
EJ
EL. 47.21
EL. 47.21
EL. 47.13
EL. 47.26
1.5%
4.2
%
MATCH EXIST.
FLOW
F
L
O
W
EL. 46.79
0.
5
%
CONSTRUCT 2' WIDE
RIBBON GUTTER
47.
2
1
3
F
S
0.0%
1
.
7
5
%
EL. 46.75 FL
EL. 46.80 EPEL. 46.80 EP
GB
PLATFORM
PLATFORM
EL. 15.00
LOWER
PLATFORM
MIDDLE
PLATFORM
UPPER
SIDEWALK
BEGIN CONSTRUCT NEW
FASCIA ALONG (E) RET WALL
PER SECTION
INSTALL TOP-MOUNTED
ALUMINUM RAILING
SEE DETAIL
1
S-09
INSTALL TOP-MOUNTED
ALUMINUM RAILING
SEE DETAIL 1
S-09 C
S-05
LEGEND
CONCRETE REPAIR / REPLACEMENT
NEW LITHOCRETE SURFACE
BEGIN CONSTRUCT NEW
FASCIA ALONG (E) RET WALL
PER SECTION C
S-05
C
S-05
CJ
EJ
Aug. 5, 2024 Item #6 Page 21 of 40
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----.____ .____
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8
DAlE, 6/30/2024 DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
'-'-'-'-'-'-'-'-'-
DA TE INITIAL
OTHER APPROVAL
-
-
---'-.____ '-'-'--~
'--\
'--.____ I
.____
------J --.._ I ----/ ---------
-
APPROVED: HOSSEIN AJIDEH
DATE INlllAL
CITY APPROVAL
ENGINEERING MANAGER
DWN BY:
CHKD BY:
RVWD BY:
RCE 75991 EXP 6 30 2026 DATE
I PROJECT NO. I DRAWING NO.
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Plot Date:Cad File No:26 June 2024 - 4:08 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-S01 THRU S05 LANDING PLAN.dwgPlotted by:Bob Sherwood
37 95
IMPROVEMENT PLANS FOR:
STAIR LANDING PLAN AND PROFILE 4
CIP #3896 529-8RR
RS
--
1 HEMLOCK AVENUE STAIR LANDING PLAN
1"= 5'0 10'5'
N
EXISTING CONCRETE
SIDEWALK TO REMAIN
L (E) PIER AND
(N) PLATFORM
C
(E) 4' Ø CONCRETE
FOUNDATION PILE
BELOW TO REMAIN
(E) 4' Ø CONCRETE
FOUNDATION PILE
BELOW TO REMAIN
L (E) PIER AND
(N) PLATFORM
L (E) PIER AND
(N) PLATFORM
C
C
CONSTRUCT ELEVATED REINFORCED
CONCRETE LANDING SEE DETAIL INSTALL 9-STEP LANDING
STAIRWAY SEE DETAIL
INSTALL PLATFORM
RAILING SEE DETAIL
INSTALL PLATFORM
RAILING SEE DETAIL
(E) 4' Ø CONCRETE
FOUNDATION PILE
BELOW TO REMAIN
INSTALL PLATFORM
RAILING SEE DETAIL
INSTALL 19-STEP LANDING
STAIRWAY SEE DETAIL
INSTALL 19-STEP LANDING
STAIRWAY SEE DETAIL
INSTALL PLATFORM
RAILING SEE DETAIL
INSTALL PLATFORM
RAILING SEE DETAIL CONSTRUCT L-WALL EXTENSION SEE DETAIL
(E) 4' Ø CONCRETE
FOUNDATION PILE
BELOW TO REMAIN
EL. 28.500 FS
EL. 28.500
EL. 17.417 TREAD NOSE
EL. 40.750
EL. 40.167
EL. 46.000
EL. 46.10 FS
EL. 45.417
EL. 46.00 FS
EL. 40.167
EL. 39.583
EL. 40.167 FS
EL. 29.083
EL. 28.500
EL. 27.917
EL. 16.833 (E) S/W FS
S-04
44.8
3
3
44.2
5
0
43.6
6
7
43.0
8
3
42.5
0
0
41.9
1
7
41.3
3
3
40.7
5
0
40.1
6
7
F
S
39.
0
0
0
38.
4
1
7
37.
8
3
3
37
.
2
5
0
36
.
6
6
7
36
.
0
8
3
35.
5
0
0
34
.
9
1
7
34
.
3
3
3
33
.
7
5
0
33
.
1
6
7
32
.
5
8
3
46.0
0
F
S
32.
0
0
0
31
.
4
1
7
46.0
0
0
F
S
30
.
8
3
3
30
.
2
5
0
45.4
1
7
27.9
1
7
27.3
3
3
26.7
5
0
26.1
6
7
25.5
8
3
25.0
0
0
24.4
1
7
23.8
3
3
23.2
5
0
22.6
6
7
0.0%
22.0
8
3
21.5
0
0
20.9
1
7
20.3
3
3
39.
5
8
3
29
.
6
6
7
19.7
5
0
19.1
6
7
18.5
8
3
28
.
5
0
0
F
S
0.0%
16.83
3
F
S
0.0%
EL. 45.00 NGVD29
EL. 40.00
EL. 35.00
EL. 30.00
EL. 25.00
EL. 20.00
2 HEMLOCK AVENUE STAIR LANDING PROFILE
1"=2'0 4'2'
0.0%
LOWER SIDEWALK
UPPER SIDEWALK LEVEL
UPPER ELEVATED PLATFORM
LOWER ELEVATED PLATFORM
MIDDLE ELEVATED PLATFORM
29
.
0
8
3
18.0
0
0
17.4
1
7
SEE SHEET S-14 FOR
RAILING DIMENSIONS
1
S-07
5
S-08
3
S-09
3
S-09
3
S-09
5
S-08
5
S-08
3
S-09
3
S-09
3
S-15
REPLACE STREETLIGHT
SEE ELECTRICAL SHEETS
PROVIDE EXPANSION JOINT BETWEEN
PLATFORM AND SIDEWALK CONCRETE
LOWER
PLATFORM
MIDDLE
PLATFORM
UPPER
PLATFORM
PLATFORM
PLATFORM
PLATFORM
MATCH EXIST.
GB
EL. 15.00
INSTALL TOP-MOUNTED
ALUMINUM RAILING
SEE DETAIL 1
S-09
INSTALL TOP-MOUNTED
ALUMINUM RAILING
SEE DETAIL 1
S-09
A
S-05
LEGEND
CONCRETE REPAIR / REPLACEMENT
NEW LITHOCRETE SURFACE
Aug. 5, 2024 Item #6 Page 22 of 40
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~i¾=!=~=====~===~~====~===t~~==t=Etq=r~=3LJHEET CI Fr--=+=t=======~===t=+=t==i=~ TY OF CARLSBAD ISHEETSI
F=====~====t============jjjjjjjjj===========i====~~====t====3~~~~~ F=='...::::==E=N=G=IN=E=ER~l~N~G~D~E~P~A~R~TM~EgN~T~=Jl==~
HOSSEIN AJIDEH
RCE 75991 EXP 6 30 202S DATE
DAlE, 6/30/2024
OTHER APPROVAL CHKD BY: CITY APPROVAL RVWD BY:
PROJECT NO. I DRAWING NO.
(E) CURB AND GUTTER
TO REMAIN IN PLACE
2% MAX
(N) 9" THK CONC SLAB
ON GRADE PER PLAN
3'-10"
1/2" (#4) x 24" SMOOTH
DOWEL AT 30" OC
DOWELED EXPANSION
JOINT AT SIDEWALK TO
PLATFORM TRANSITION
SAWCUT CONTROL JOINT
1/8" WIDE x 1/2" DEEP
1'-0"
12" MIN PER ORIGINAL
AS-BUILT DRAWINGS
(E) SOIL LINE VARIES
PER LOCATION
(E) #4 @ 10"
(E) #4 @ 12"
#5 @ 18"
EA WAY 3"
CL
R
M
I
N
CHIP OUT CONCRETE AROUND EXIST
#4@12 REBAR AND CUT LEG TO 18" MIN
PIP (E) SIDEWALK FOUNDATION
5" CAB
(N) PLATFORM
6'-6"
(E) CURB AND GUTTER
TO REMAIN IN PLACE
2% MAX
(N) 9" THK CONC SLAB
ON GRADE PER PLAN
3'-10"
1/2" (#4) x 24" SMOOTH
DOWEL AT 30" OC
DOWELED EXPANSION
JOINT AT SIDEWALK TO
PLATFORM TRANSITION
SAWCUT CONTROL JOINT
1/8" WIDE x 1/2" DEEP
1'-0"
12" MIN PER ORIGINAL
AS-BUILT DRAWINGS
(E) SOIL LINE VARIES
PER LOCATION
(E) #4 @ 10"
(E) #4 @ 12"
#5 @ 18"
EA WAY 3"
CL
R
M
I
N
CHIP OUT CONCRETE AROUND EXIST
#4@12 REBAR AND CUT LEG TO 18" MIN
PIP (E) SIDEWALK FOUNDATION
5" CAB
(N) PLATFORM
1'-4"
6'-6"
0.9%
(N) 9" THK CONC SLAB
ON GRADE PER PLAN
SAWCUT CONTROL JOINT
1/8" WIDE x 1/2" DEEP
(SEE PLAN VIEW)
1'-0"
(E) SOIL LINE VARIES
FIELD VERIFY
(E) #4 @ 10"
(E) #4 @ 12"
#5 @ 18"
EA WAY 3"
CL
R
M
I
N
CHIP OUT CONCRETE AROUND EXIST
#4@12 REBAR AND CUT LEG TO 18" MIN
PIP (E) SIDEWALK FOUNDATION
5" CAB
(N) ELEVATED STAIRWAY
6'-2"
1'-0"
12" MIN
45.00°'
B/W J-BARS
12" MAX TYP(E) PREVIOUS CONCRETE REPAIR
(DIMENSIONS VARY W/ LOCATION)
6"
10"
#4 CONT AT 12" O.C.
(QUANTITY VARIES W/ LOCATION)
5 8" DRILLED HOLE 6" DEEP AND FILL W/
EPOXY ADHESIVE PER SPECIFICATIONS
#4 AT 12" MAX
O.C. EACH WAY
(N) REINFORCED CONCRETE REPAIR
(HEIGHT VARIES WITH LOCATION)
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Plot Date:Cad File No:26 June 2024 - 9:17 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-S01 THRU S05 LANDING PLAN.dwgPlotted by:Bob Sherwood
38 95
IMPROVEMENT PLANS FOR:
STAIR LANDING PLAN AND PROFILE 5
CIP #3896 529-8RR
RS
--
S-05
A
TOP OF STAIRWAY CROSS-SECTION
(SYCAMORE AND HEMLOCK AVE)
NTS B
TOP OF STAIRWAY CROSS-SECTION
(MAPLE AVE)
NTS
C
TOP OF STAIRWAY CROSS-SECTION
(CHERRY AVE)
NTS
Y
-
EXISTING UPPER SIDEWALK FOUNDATION AT
CHERRY AVENUE STAIRS
NOT TO SCALE
Aug. 5, 2024 Item #6 Page 23 of 40
----
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8
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• •
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L __ _
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of--------
I
of--------
• •
APPROVED:
• •
•
ITY OF CARLSBA C ENGINEERING DEPARTMENT
D I SHEETS I
HOSSEIN AJIDEH
RCE 75991 EXP 6 30 2026 ~~;=t;~f===~~::~~;;;;==---lh~~~6~~;f~[f~cD~AiT-;;~E~~]IN~ITl,~A1L_j g~~D s~~, I DATE INITIAL RVWD BY: .
CITY APPROVAL Tl ON OTHER APPROVAL
DATE INITIAL REVISION DESCRIP
ENGINEER OF WORK
ENGINEERING MANAGER PROJECT NO. I DRAWING NO.
DATE
EXISTING 48"Ø CONC FOUNDATION PILE
PLATFORM CL
24
"
T
Y
P
EXISTING ESTIMATED
BEDROCK AT ELEV +10'
EXISTING #6 VERT BAR
(18 TOTAL)
EXISTING #3 TIE @ 12" TYP
4" CLR PILE ONLY
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Plot Date:Cad File No:27 June 2024 - 11:32 AM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-S06 THRU S10.dwgPlotted by:Bob Sherwood
39 95
IMPROVEMENT PLANS FOR:
STAIR LANDING DETAILS 1
CIP #3896 529-8RR
RS
--
1
-
TYPICAL ELEVATED LANDING DEMOLITION
3/4" = 1'-0"0 3'1'2'
A
-
TYPICAL LANDING DEMOLITION SECTION
3/4" = 1'-0"0 3'1'2'
REMOVE EXIST REINF
CONC PLATFORM
PROTECT EXISTING 48"Ø
REINF CONC FOUNDATION
PILE AND ALL 18- #6 J-BARS
AND HOOPS (SEE SECTION A)
REMOVE EXISTING
ELEVATED STAIRWAY
REMOVE EXISTING
ELEVATED STAIRWAY
CARE SHALL BE TAKEN TO MAINTAIN (E) VERT REINF
IN PLACE IN PORTION OF PILE CAP TO BE REPLACED
NOTE:
1. REINFORCEMENT SHALL BE CLEANED OF CORRODED MATERIAL PRIOR TO PLACEMENT OF NEW CONCRETE.
WHERE EXISTING REINFORCEMENT IS DAMAGED BY CONCRETE REMOVAL OR WHERE AT LEAST 20% OF ORIGINAL
AREA HAS BEEN LOST TO CORROSION, REMOVE EXISTING BAR AND REPLACE WITH #6 DOWEL EMBEDDED 48" IN
(E) CONCRETE SUPPORT PILE WITH SIMPSON SET-3G EPOXY ADHESIVE PER MANUFACTURER'S INSTRUCTIONS.
1
ROUGHEN SURFACE OF (E)
CONCRETE TO REMAIN
S-06
PROTECT (E) 48"Ø REINF CONC FOUNDATION
PILE AND ALL 18- #6 J-BARS AND HOOPS
A
-
Aug. 5, 2024 Item #6 Page 24 of 40
L I J
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I SHEET I CITY OF CARLSBAD I SHEETS I
ENGINEERING DEPARTMENT
APPROVED: HOSSEIN AJIDEH
ENGINEERING MANAGER RCE 75991 EXP 6/30/2026 DATE
DAlE, 6/30/2024
DWN BY:
I
PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INlllAL CHKD BY:
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY:
2- #7 BARS CONT
TOP & BOTTOM
#5 @ 12" O.C. EW
#4 @ 12" O.C. STIRRUPSVARIES
8"
PLA
T
F
O
R
M
I
N
T
E
R
N
A
L
B
E
A
M
C
L
PLATFORM INTERNAL BEAM CL
P
L
A
T
F
O
R
M
I
N
T
E
R
N
A
L
B
E
A
M
C
L
#5
102" EA LEG
90" EA LEG
78" EA LEG
54" EA LEG
42" EA LEG
26" EA LEG
#5
#5
#5
#5
TOP & BOT
TOP & BOT
TOP & BOT
TOP & BOT
TOP & BOT
TOP & BOT
2- #7 BARS CONT
TOP & BOTTOM
2- #7 BARS CONT
TOP & BOTTOM
#4 @ 12" O.C. STIRRUPSVARIES
8"
#4 @ 12" O.C. STIRRUPS
8"
VARIES
#5
#5
66" EA LEG
TOP & BOT
3"
CL
R
T
Y
P
3"
CL
R
T
Y
P
EXISTING 48"Ø CONC
FOUNDATION PILE
2- #7 BARS CONT
T&B PER PLAN W/
HOOKS EA END
#5
#5
#5
#5
#5
#5
#5
#4 @ 12" O.C. STIRRUPS
PER PLAN VIEWVARIES
8"
PLATFORM FS
PLATFORM CL
2'
-
9
"
1'
-
2
"
PLATFORM RAILING MOUNTED TO FACE
OF CONCRETE WHERE OCCURS IN PLAN
VIEW, PER DETAIL 3 ON SHEET S-09
102" EA LEG
TOP & BOT
90" EA LEG
TOP & BOT
78" EA LEG
TOP & BOT
66" EA LEG
TOP & BOT
54" EA LEG
TOP & BOT
42" EA LEG
TOP & BOT
26" EA LEG
TOP & BOT
#5 PLATFORM DECK
REINF EW PER PLAN
3"
CL
R
T
Y
P
EXISTING 48"Ø CONC
FOUNDATION PILE
#5
#5
#5
#5
#5
#5
#5
PLATFORM DECK FS
PLATFORM CL
2'
-
9
"
1'
-
2
"
PLATFORM RAILING MOUNTED TO FACE
OF CONCRETE WHERE OCCURS IN PLAN
VIEW, PER DETAIL 3 ON SHEET S-09
102" EA LEG
TOP & BOT
90" EA LEG
TOP & BOT
78" EA LEG
TOP & BOT
66" EA LEG
TOP & BOT
54" EA LEG
TOP & BOT
42" EA LEG
TOP & BOT
26" EA LEG
TOP & BOT
#5 PLATFORM DECK
REINF EW PER PLAN
(4) 1/2" SS THREADED ROD
INSTALLED PER POST W/ EPOXY
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Plot Date:Cad File No:27 June 2024 - 11:34 AM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-S06 THRU S10.dwgPlotted by:Bob Sherwood
40 95
IMPROVEMENT PLANS FOR:
STAIR LANDING DETAILS 2
CIP #3896 529-8RR
RS
--
1
-
TYPICAL STAIRWAY PLATFORM REINFORCEMENT
3/4" = 1'-0"0 3'1'2'
A
-
TYPICAL LANDING SECTION (THROUGH BEAM)
3/4" = 1'-0"0 3'1'2'
NOTES
1. FOR GENERAL STRUCTURAL NOTES SEE SHEET G-04
S-07
A
-
B
-
CONCRETE STAIRWAY PLATFORM SECTION
3/4" = 1'-0"0 3'1'2'
B
-
A
S-10
Aug. 5, 2024 Item #6 Page 25 of 40
L " J
L J
\ L J I
\ I
\ L J I
\ I
D
I
0
\
I \
I \
I \
8
0
0
0
0
0
0
DAlE, 6/30/2024
/
I== -I I== I I I
8
•
8
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
D
0
0
0
0
0
0
0
. I_I 1-1 I 1-1-,
0
0
0
0
0
0
0
-111== l==-
1 I I I
I SHEET I CITY OF CARLSBAD I SHEETS I
ENGINEERING DEPARTMENT
APPROVED: HOSSEIN AJIDEH
ENGINEERING MANAGER RCE 75991 EXP 6/30/2026 DATE
DWN BY:
I
PROJECT NO. I DRAWING NO. DATE INITIAL DATE INlllAL CHKD BY:
OTHER APPROVAL CITY APPROVAL RVWD BY:
4"
12"
7"12"
1/4" END
CLOSURE
PLATE
CONC TREADS SEE 4
-
30.26°
CONC TREADS SEE 4
-
7"
212"
12"
12" TYP
7"
T
Y
P
.
1
2" THK ALUM CAP PL BENT TO
MATCH STRINGER PROFILE
12"
2" TYP
4x12x1/4" ALUM STRINGER
4x12x1/4" ALUM STRINGER
CONC PLATFORM
CONC PLATFORM
(E) CONC FOOTING
4"
12"
7"12"
1/4" END CLOSURE PL
CONC TREADS SEE 4
-
5"
M
I
N
EM
B
E
D
4x12x1/4" ALUM STRINGER
LOWER SIDEWALK FS
CONC TREADS SEEA
_
3/16"3/16"
5/8" DIA 316 SS TITEN HD ANCHOR
W/ NYLON INSULATING BUSHINGS
AND WASHERS
ALUM 9"x10"x1/2" PL W/ 2" SLOTTED
HOLE PERPENDICULAR TO STRINGER
12"
5/8" DIA 316 SS TITEN HD ANCHOR
W/ NYLON INSULATING BUSHINGS
AND WASHERS
ALUM 9"x10"x1/2" PL W/ 2" SLOTTED
HOLE PERPENDICULAR TO STRINGER
A
_
C
_
3/16"
(2) HILTI HAS-R 316 SS 1/2" DIAM x 10"
LONG THREADED RODS INSTALLED
PER ESR-3814 W/ HILTI HIT-RE 500 V3
EPOXY ADHESIVE, AND W/ SS NUTS,
NYLON INSULATING BUSHINGS AND
WASHERS, OR APPROVED EQUAL
43 4"
5"
M
I
N
EM
B
E
D
43 4"
8"
M
I
N
EM
B
E
D
PRECAST CONC STAIR TREAD
CONT 4"x12"x1/4" ALUMINUM STRINGER
12" MIN HANDRAIL EXTENSION
36
"
T
O
P
O
F
H
A
N
D
R
A
I
L
1 1/2" x 2 3/4" ALUM TOP RAIL
C
P
O
S
T
L
C
P
O
S
T
L
C
P
O
S
T
L
C
P
O
S
T
L
C
P
O
S
T
L
C
P
O
S
T
L
C
P
O
S
T
L
C
P
O
S
T
L
1 1/2" DIAM HANDRAIL
CONC PLATFORM FS
CONC PLATFORM FS
36" TYP
3-7/8" MAX
CLR TYP
C
P
O
S
T
L
3-7/8" MAX
CLR TYP
1 1/2" x 2 3/4" ALUM TOP RAIL
3/4" SQ ALUM PICKET
1 1/4" x 1 3/4" ALUM MID RAIL
2" x 2" x 1
4" ALUM
RAILING POST
1 1/2" DIAM HANDRAIL
1 1/4" x 1 3/4" ALUM MID RAIL
24" MIN
HANDRAIL
EXTENSION
42
"
M
I
N
T
O
P
O
F
R
A
I
L
I
N
G
36
"
T
O
P
O
F
H
A
N
D
R
A
I
L
42
"
M
I
N
T
O
P
O
F
R
A
I
L
I
N
G
D
_
C
P
O
S
T
L
2" x 2 3/16" ALUM POST
3/4" SQ ALUM PICKET
1 1/4" x 1 3/4" ALUM MID RAIL
1 1/2" x 2 3/4" ALUM TOP RAIL
1 1/4" x 1 3/4" ALUM BTM RAIL
42
"
M
I
N
34
"
T
O
3
8
"
1 34" CLR
5'-11" (71") WIDE STAIR TREAD
1 1/2" DIAM HANDRAIL
C
P
O
S
T
L
CONT 4x12
ALUMINUM
STRINGER
PRECAST CONC STAIR TREAD
3" CLR
1 12" MIN
2"
4x12x1/4" ALUM STRINGER
L3x3x38 ALUMINUM W/ TWO 3x3x3 8" GUSSET PLATES
PRECAST CONC STAIR TREAD
5"
M
I
N
EM
B
E
D
3/16"
9"
2"
10"
4x12x1/4" ALUM STRINGER
1/4" END CLOSURE PL
3/16"3/16"
ALUM 9"x10"x1/2" PL W/ 2" SLOTTED
HOLE PERPENDICULAR TO STRINGER
ALUM 9"x10"x1/2" PL
W/ 2" SLOTTED HOLE
PERPENDICULAR TO
STRINGER
5/8" DIA 316 SS TITEN HD ANCHOR
W/ NYLON INSULATING BUSHINGS
AND WASHERS
B
-
12" THK ALUM CAP PL
4x12x1/4" ALUM STRINGER
12"
3/16"
4"
CONC TREADS SEE 4
-
CONC PLATFORM
212"
RAILING POST
EDGE OF PLATFORM
7/16"
312"
43 4"43 4"
RAILING ANCHORS
1'-2"
3"
PRECAST CONCRETE
STAIR TREAD WITH COLOR
PER SHEET LC-07
(3) #3 CONT REINF
(2) 1/2" DIA STAINLESS STEEL HEADED STUD ANCHORS
W/ INSULATING BUSHING, WASHER AND LOCKING NUT
L3x3x38 ALUMINUM W/ TWO 3x3x38" GUSSET PLATES
CONTINUOUS 4x12x1/4"
ALUMINUM STRINGER
TYPICAL SECTION
TYPICAL END CONNECTION
GROOVED TREAD WITH
CONTRASTING GREY COLOR
1
4" R NOSE TYP
PRECAST CONC STAIR TREAD
3/16"
3/16"
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Plot Date:Cad File No:2 July 2024 - 6:54 AM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-S06 THRU S10.dwgPlotted by:Bob Sherwood
41 95
IMPROVEMENT PLANS FOR:
MISCELLANEOUS DETAILS 1
CIP #3896 529-8RR
RS
--
5
-
TYPICAL PLATFORM STAIR ELEVATION
SCALE: 1/2" = 1'-0"
1
-
PLATFORM STAIR CONNECTION (BOTTOM)
SCALE: 1-1/2" = 1'-0"
3
-
PLATFORM STAIR CONNECTION (TOP)
SCALE: 1-1/2" = 1'-0"
4
-
TYPICAL STAIR TREAD DETAIL
SCALE: 1 1/2" = 1'-0"
S-08D
-
TYPICAL STAIRWAY SECTION
SCALE: 3/4" = 1'-0"
2
-
LOWER SIDEWALK STAIR CONNECTION
SCALE: 1-1/2" = 1'-0"
A
-
STAIR SECTION
SCALE: 1-1/2" = 1'-0"
B
-
STAIR SECTION
SCALE: 1-1/2" = 1'-0"
C
-
STAIR SECTION
SCALE: 1-1/2" = 1'-0"
Aug. 5, 2024 Item #6 Page 26 of 40
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DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
8
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DATE INITIAL DATE INlllAL
OTHER APPROVAL CITY APPROVAL
II
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CITY
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OF CARLSBAD I SHEET I
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ENGINEERING MANAGER RCE 75991 EXP 6/30/2026 DATE
DWN BY:
I
PROJECT NO.
I
DRAWING NO.
CHKD BY:
RVWD BY:
3/4" SQ ALUM PICKET
1-1/2" x 2-3/4" ALUM TOP RAIL
1-1/4" x 1-3/4" ALUM BTM RAIL
C
P
O
S
T
L
ALUM BASE PL PER
ELEVATION VIEW
OUTLINE OF PRECAST TEE
FLANGE, WHERE OCCURS
CONCRETE SLAB
PER PLANS. REINF NOT
SHOWN FOR CLARITY
9"
2-
1
/
2
"
8"
4"
2-
1
/
2
"
1-3/4"
TYP
(4) 1/2" HILTI HAS-R 316 SS THREADED
ROD PER POST INSTALLED W/ HILTI
HIT EPOXY W/ SS NUTS AND NYLON
INSULATING WASHERS
1/4
1/4
C
P
O
S
T
L
3-1/2"
TYP
ELEVATED SIDEWALK FS
3/4" SQ ALUM PICKET
1-1/2" x 2-3/4" ALUM TOP RAIL
1-1/4" x 1-3/4" ALUM BTM RAIL
4'-0" (48") TYP
ELEVATED SIDEWALK
3"
C
P
O
S
T
L
3'
-
6
"
(
4
2
"
)
ALUM PL 3/8 CENTERED ON EA POST
C
P
O
S
T
L
ELEVATED TEE BEAM
6" EMBEDMENT
ELEVATIONELEVATION
2" x 2" x 1
4" ALUM
RAILING POST
3/4" SQ ALUM PICKET
1-1/2" x 2-3/4" ALUM TOP RAIL
1-1/4" x 1-3/4" ALUM BTM RAIL
C
P
O
S
T
L
ALUM BASE PL PER
PLAN VIEW BELOW
CONCRETE SIDEWALK ON
GRADE PER PLANS. REINF
NOT SHOWN FOR CLARITYSIDEWALK FS
3/4" SQ ALUM PICKET
1-1/2" x 2-3/4" ALUM TOP RAIL
1-1/4" x 1-3/4" ALUM BTM RAIL
SIDEWALK ON GRADE
3"
3'
-
6
"
(
4
2
"
)
RETAINING WALL IN
VARIOUS LOCATIONS
3-1/2"
TYP
4'-0" (48") TYPC
P
O
S
T
L C
P
O
S
T
L
5" EMBEDMENT
6"
6"
3"
3"
1-3/4"
TYP
6"
ALUM PL 3/8 CENTERED ON EA POST
EDGE OF SIDEWALK
EDGE OF SIDEWALK
ELEVATION
PLAN VIEW
2" x 2" x 1
4" ALUM
RAILING POST
(4) 1/2" HILTI HAS-R 316 SS THREADED
ROD PER POST INSTALLED W/ HILTI
HIT EPOXY W/ SS NUTS AND NYLON
INSULATING WASHERS
1'
-
2
"
PLATFORM DECK FS
3.5"
TYP
3/4" SQ ALUM PICKET
1-1/4" x 1-3/4" ALUM BTM RAIL
PLATFORM DECK FS
3/4" SQ ALUM PICKET
1-1/4" x 1-3/4" ALUM MID RAIL
1-1/2" x 2-3/4" ALUM TOP RAIL
1-1/4" x 1-3/4" ALUM BTM RAIL
3'-0"18.27"
1-1/4" x 1-3/4" ALUM MID RAIL
1-1/2" x 2-3/4" ALUM TOP RAIL
CORNER OF PLATFORM
CORNER OF PLATFORM
3"
RA
I
L
I
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G
AN
G
L
E
P
T
C
P
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S
T
LC
P
O
S
T
L
C
P
O
S
T
L
3'
-
6
"
(
4
2
"
)
ALUM PL 3/8 CENTERED ON EA POST
6" EMBED
PL 3/8 CENTERED ON EA POST
CAP PL 1/4 EA POST
1/4
1/4
1/4
SEE PLATFORM PLANS AND
SECTION FOR REINFORCEMENT
C
P
O
S
T
/
P
L
A
T
F
O
R
M
L 3'-0"
10
"6"
8"
2-
1
/
2
"
1-3/4"
TYP
C
P
O
S
T
L
ELEVATIONELEVATION
2" x 2" x 14" ALUM
RAILING POST
3-
1
/
2
"
4-
1
/
2
"
FIELD VERIFY
17.12"17.12"
RA
I
L
I
N
G
AN
G
L
E
P
T
18.27"
FIELD VERIFY
(4) 1/2" HILTI HAS-R 316 SS THREADED
ROD PER POST INSTALLED W/ HILTI
HIT EPOXY W/ SS NUTS AND NYLON
INSULATING WASHERS
3/4" SQ ALUM PICKET
1-1/2" x 2-3/4" ALUM TOP RAIL
1-1/4" x 1-3/4" ALUM BTM RAIL
C
P
O
S
T
L
2" x 2" x 14" ALUM
RAILING POST
CONCRETE CURB
EXISTING CONCRETE SIDEWALK
ON GRADE PER PLANS. REINF
NOT SHOWN FOR CLARITY
SIDEWALK FS
3/4" SQ ALUM PICKET
1-1/2" x 2-3/4" ALUM TOP RAIL
1-1/4" x 1-3/4" ALUM BTM RAIL
3"
3'
-
6
"
(
4
2
"
)
CONCRETE CURB
3-1/2
TYP
4'-0" (48") TYPC
P
O
S
T
L C
P
O
S
T
L
ELEVATION
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Plot Date:Cad File No:1 July 2024 - 7:31 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-S06 THRU S10.dwgPlotted by:Bob Sherwood
42 95
IMPROVEMENT PLANS FOR:
MISCELLANEOUS DETAILS 2
CIP #3896 529-8RR
RS
--
C
-
PLATFORM RAILING SECTION
SCALE: 3/4" = 1'-0"
B
-
SIDE-MOUNTED RAILING SECTIONS
SCALE: 3/4" = 1'-0"
3
-
PLATFORM RAILING ELEVATION
SCALE: 3/4" = 1'-0"
S-09
A
-
TOP-MOUNTED RAILING SECTIONS
SCALE: 3/4" = 1'-0"
2
-
SIDE-MOUNTED RAILING ELEVATION
SCALE: 3/4" = 1'-0"
1
-
TOP-MOUNTED RAILING ELEVATION
SCALE: 3/4" = 1'-0"
D
-
CURB-MOUNTED RAILING SECTION
SCALE: 3/4" = 1'-0"
4
-
CURB-MOUNTED RAILING ELEVATION
SCALE: 3/4" = 1'-0"
Aug. 5, 2024 Item #6 Page 27 of 40
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DWN BY:
I
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DRAWING NO. DATE INITIAL DATE INITIAL DATE INlllAL CHKD BY:
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY:
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26" EA LEG EXISTING FOUNDATION PILE
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DOWEL AT 30" OC
REINF EW REINF EW
EXPANSION JOINT FILLER MATERIAL
CAB
SAWCUT CONTROL JOINT
1/8" WIDE x 1/2" DEEP
REINF EW
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GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Plot Date:Cad File No:25 June 2024 - 10:41 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-S06 THRU S10.dwgPlotted by:Bob Sherwood
43 95
IMPROVEMENT PLANS FOR:
MISCELLANEOUS DETAILS 3
CIP #3896 529-8RR
RS
--
S-10
A
-
CONCRETE STAIRWAY PLATFORM SECTION
3/4" = 1'-0"0 3'1'2'
1
-
TYPICAL EXPANSION JOINT DETAIL (J-01)
SCALE: N.T.S.
1
-
TYPICAL CONTROL JOINT DETAIL (J-02)
SCALE: N.T.S.
Aug. 5, 2024 Item #6 Page 28 of 40
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DAlE, 6/30/2024 DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL
I SHEET I CITY OF CARLSBAD I SHEETS I
ENGINEERING DEPARTMENT
APPROVED: HOSSEIN AJIDEH
ENGINEERING MANAGER RCE 75991 EXP 6/30/2026 DATE
DWN BY:
I
PROJECT NO.
I
DRAWING NO. DATE INlllAL CHKD BY:
CITY APPROVAL RVWD BY:
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Plot Date:Cad File No:1 July 2024 - 8:18 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-S11 THRU S14 RAILING.dwgPlotted by:Bob Sherwood
N2SYCAMORE AVE MIDDLE LANDING RAILING PLAN
1/2"=1'-0"0 4'2'
44 95
IMPROVEMENT PLANS FOR:
PLATFORM RAILING PLAN 1
CIP #3896 529-8SC
RS
CM
1.5" DIAM. HANDRAIL
R=4.75"
F
O
R
H
A
N
D
R
A
I
L
BOTTOM CONCRETE
STAIR ABOVE LANDING
CONCRETE LANDING
L PIER AND PLATFORMC
PLATFORM RAILING
2x2 POST
GUARDRAIL
2
S-08
S-11
N1SYCAMORE AVE UPPER LANDING RAILING PLAN
1/2"=1'-0"0 4'2'
N3SYCAMORE AVE LOWER LANDING RAILING PLAN
1/2"=1'-0"0 4'2'
8.5
"
T
Y
P
18.27"3'-0"GUARDRAIL
4
S-08
2x2 POST
2x2 POST
2x2 POST
12"
C
L
T
O
T
O
P
S
T
A
I
R
N
O
S
I
N
G
5'-5" CLR STAIR WALKING WIDTH TYP
GUARDRAIL
GUARDRAIL
1.5" DIAM. HANDRAIL
3'-0
"
3'-0
"
18.
2
7
"
3
S-09
8.5
"
T
Y
P
18.27"3'-0"
12"
C
L
TO
T
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P
S
T
A
I
R
N
O
S
I
N
G
5'-5" CLR STAIR WALKING WIDTH TYP
L PIER AND PLATFORMC
3
S-09
1
8
.
2
7
"
3'
-
0
"
3'
-
0
"
3
S-09
BOTTOM CONCRETE
STAIR ABOVE LANDING
1.5" DIAM. HANDRAIL
1.5" DIAM. HANDRAIL
1.5" DIAM. HANDRAIL
12" C
L
T
O
T
O
P
S
T
A
I
R
N
O
S
I
N
G
5'-5" CLR STAIR WALKING WIDTH TYP
R=4.75" FOR HANDR
A
I
L
GUARDRAIL
3'
-
0
"
1
8
.
2
7
"
1'
-
6
"
SIDE-MOUNTED RAILING
3
S-08
5
S-08
R=4.75" FOR HANDRAIL
12"
GUARDRAIL
1.5" DIAM. HANDRAIL
GUARDRAIL
PLATFORM RAILING
PLATFORM RAILING
PLATFORM RAILING
PLATFORM RAILING
PLATFORM RAILING
10"
T
Y
P
8
.
5
"
T
Y
P
3'-0
"
18.
2
7
"
2'-3
"
L PIER AND PLATFORMC
2
S-08
3
S-08
1.5" DIAM. HANDRAIL
4
S-08
12"
1.5" DIAM. HANDRAIL
21"
21"
1.5" DIAM. HANDRAIL
3" CL
R
M
A
X
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3" C
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R
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X
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L
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T
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SIDE-MOUNTED RAILING
1
8
.
2
7
"
18.
2
7
"
FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION AND PLACEMENT
1
S-08
Aug. 5, 2024 Item #6 Page 29 of 40
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I SHEET I CITY OF CARLSBAD I SHEETS I t====±====±=============================+====+====t====t===i ENGINEERING DEPARTMENT
DATE:
~====±====±=============================t====+====t====t===i ~E~NG~IN~E~ER~IN~G~M~A~NA~G~ER~R:::C~E ~75~9~91:=,E~X~P~6~3~0:::'2::0=26~~D~A TE~~ 11-----:::--:--=--k=c--t-----------------tf---}~~=t~~~~cE:~~=tiB::~~~ DWN BY: ___ PROJECT NO.
1
DRAWING NO. I-DATE INITIAL DATE INITIAL CHKD BY: __ DATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: ENGINEER OF WORK
APPROVED: HOSSEIN AJIDEH
6/30/2024
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Plot Date:Cad File No:1 July 2024 - 8:13 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-S11 THRU S14 RAILING.dwgPlotted by:Bob Sherwood
45 95
IMPROVEMENT PLANS FOR:
PLATFORM RAILING PLAN 2
CIP #3896 529-8SC
RS
CM
S-12
N2MAPLE AVE MIDDLE LANDING RAILING PLAN
1"=2'0 4'2'
N1MAPLE AVE UPPER LANDING RAILING PLAN
1"=2'0 4'2'
N3MAPLE AVE LOWER LANDING RAILING PLAN
1"=2'0 4'2'
12"
GUARDRAIL
R=4.75" FOR HANDRAIL
1.5" DIAM. HANDRAILGUARDRAIL
8.5
"
T
Y
P
12"
C
L
T
O
T
O
P
S
T
A
I
R
N
O
S
I
N
G
5'-5" CLR STAIR WALKING WIDTH TYP
1.5" DIAM. HANDRAIL
S-08
5
18.27"3'-0"
2x2 POST
L PIER AND PLATFORMC
S-09
3
3'-0
"
3'-0
"
18.
2
7
"
R=4.
7
5
"
F
O
R
H
A
N
D
R
A
I
L
BOTTOM CONCRETE
STAIR ABOVE LANDING
1.5" DIAM. HANDRAIL
1.5" DIAM. HANDRAIL
S-08
2
GUARDRAIL
PLATFORM RAILING
PLATFORM RAILING
GUARDRAIL
8.5
"
T
Y
P
12"
C
L
T
O
T
O
P
S
T
A
I
R
N
O
S
I
N
G
5'-5" CLR STAIR WALKING WIDTH TYP
S-08
3
18.27"3'-0"2x2 POST
L PIER AND PLATFORMC
S-09
3
18.
2
7
"
3'-0
"
3'-0
"
17.
1
2
"
PLATFORM RAILING
PLATFORM RAILING
16.5"21"
S-09
3
18.
2
7
"
3'-0
"
3'-0
"
1.5" DIAM. HANDRAIL
8
.
5
"
T
Y
P
12" C
L
T
O
T
O
P
S
T
A
I
R
N
O
S
I
N
G
5'-5" CLR STAIR WALKING WIDTH TYP
S-08
3
R=4.75"
F
O
R
H
A
N
D
R
A
I
L
1.5" DIAM. HANDRAIL
S-08
2
PLATFORM RAILINGGUARDRAIL
PLATFORM RAILING
L PIER AND PLATFORMC
4
S-08
4
S-08
BOTTOM CONCRETE
STAIR ABOVE LANDING
4
S-08
1.5" DIAM. HANDRAIL
GUARDRAIL
GUARDRAIL
SIDE-MOUNTED RAILING
TOP-MOUNTED RAILING
12"
1.5" DIAM. HANDRAIL
21"
21"
3" CL
R
M
A
X
T
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P
3" C
L
R
M
A
X
T
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P
3" C
L
R
M
A
X
T
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P
18.
2
7
"
18.
2
7
"
FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION AND PLACEMENT
S-08
1
Aug. 5, 2024 Item #6 Page 30 of 40
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APPROVED: HOSSEIN AJIDEH
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DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Plot Date:Cad File No:1 July 2024 - 8:04 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-S11 THRU S14 RAILING.dwgPlotted by:Bob Sherwood
46 95
IMPROVEMENT PLANS FOR:
RAILING PLAN 3
CIP #3896 529-8SC
RS
CM
S-13
N2CHERRY AVE MIDDLE LANDING RAILING PLAN
1"=2'0 4'2'
N1CHERRY AVE UPPER LANDING RAILING PLAN
1"=2'0 4'2'
N3CHERRY AVE LOWER LANDING RAILING PLAN
1"=2'0 4'2'
12"
R=4.75" F
O
R
H
A
N
D
R
A
I
L
1.5" DIAM. HANDRAIL
GUARDRAIL
GUARDRAIL
1.5" DIAM. HANDRAIL
8.5" TYP
12" CL TO TOP STAIR NOSING
5
S-08
18.27
"
3'-0"
3'-0"
3
S-09
2x2 POST
PLATFORM RAILING
L PIER AND PLATFORMC
L PIER AND PLATFORMC
2
S-08
R=4.75" F
O
R
H
A
N
D
R
A
I
L
1.5" DIAM. HANDRAIL GUARDRAIL
GUARDRAIL
3'-0"
3'-0"
18.27
"
3
S-09
2x2 POST
PLATFORM RAILING
8.5" T
Y
P
18.2
7
"
3'-0
"
R=4.75" FOR HAND
R
A
I
L
8.5"
T
Y
P
1.5" DIAM. HANDRAIL
BOTTOM CONCRETE
STAIR ABOVE LANDING
1
2
"
C
L
T
O
T
O
P
S
T
A
I
R
N
O
S
I
N
G
5'-5" CLR STAIR WALKING WIDTH TYP
3
S-08
4
S-08
4
S-08
4
S-08
2
S-08
3
S-08
12"
C
L
T
O
T
O
P
S
T
A
I
R
N
O
S
I
N
G
5'-5" CLR STAIR
WALKING WIDTH
TOP-MOUNTED RAILING
TOP-MOUNTED RAILING
R=4.75" TYP
HANDRAIL
GUARDRAIL
GUARDRAIL
1.5" DIAM. HANDRAIL
1.5" DIAM. HANDRAIL
PLATFORM RAILING
PLATFORM RAILING
GUARDRAIL
GUARDRAIL
1.5" DIAM. HANDRAIL
1.5" DIAM. HANDRAIL
18.2
7
"
3'-0"
21"
21"
12"
3" CLR MAX TYP
3
"
C
L
R
M
A
X
T
Y
P
18.27"
18.27
"
FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION AND PLACEMENT
S-08
1
3
S-08
5'-5" CLR STAIR WALKING WIDTH TYP
Aug. 5, 2024 Item #6 Page 31 of 40
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DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
---------------
---------------------
------------------
---------/
DA TE INITIAL
OTHER APPROVAL
DATE INlllAL
CITY APPROVAL
APPROVED:
ENGINEERING MANAGER
DWN BY:
CHKD BY:
RVWD BY:
------------------------
HOSSEIN AJIDEH
RCE 75991 EXP 6 30 2026 DATE
I PROJECT NO. I DRAWING NO.
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Plot Date:Cad File No:1 July 2024 - 8:09 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-S11 THRU S14 RAILING.dwgPlotted by:Bob Sherwood
47 95
IMPROVEMENT PLANS FOR:
PLATFORM RAILING PLAN 4
CIP #3896 529-8SC
RS
CM
S-14
N2HEMLOCK AVE MIDDLE LANDING RAILING PLAN
1"=2'0 4'2'
N1HEMLOCK AVE UPPER LANDING RAILING PLAN
1"=2'0 4'2'
N3HEMLOCK AVE LOWER LANDING RAILING PLAN
1"=2'0 4'2'
12"
GUARDRAIL
1.5" DIAM. HANDRAIL
GUARDRAIL
8.5" TYP
12"
C
L
T
O
T
O
P
S
T
A
I
R
N
O
S
I
N
G
1.5" DIAM. HANDRAIL
4
S-08
5
S-08
5'-5" CLR STAIR WALKING WIDTH TYP
18.27"3'-0"2x2 POST
L PIER AND PLATFORMC
18.
2
7
"
3'-0
"
3'-0
"
PLATFORM RAILING
PLATFORM RAILING
3
S-09 BOTTOM CONCRETE
STAIR ABOVE LANDING
2
S-08
1.5" DIAM. HANDRAIL
GUARDRAIL
GUARDRAIL
R=4.75" F
O
R
H
A
N
D
R
A
I
L
R=4.75" FOR HANDRAIL
1.5" DIAM. HANDRAIL
12" CL
T
O
T
O
P
S
T
A
I
R
N
O
S
I
N
G
1.5" DIAM. HANDRAIL
GUARDRAIL
S-08
4
3
S-08
3'-0
"
3'-0
"
18.
2
7
"
PLATFORM RAILING
PLATFORM RAILING
L PIER AND PLATFORMC
3
S-09
3'-0
"
3'-0
"
18.
2
7
"
3
S-09
2x2 POST
2x2 POST
PLATFORM RAILING
2
S-08
3
S-08
8.5" TYP
12
"
C
L
T
O
T
O
P
S
T
A
I
R
N
O
S
I
N
G
5'-5" CLR STAIR
WALKING WIDTH
L PIER AND PLATFORMC
3'-0
"
18.
2
7
"
3'
-
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"
1
8
.
2
7
"
PLATFORM RAILING
BOTTOM CONCRETE
STAIR ABOVE LANDING
R
=
4
.
7
5
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F
O
R
H
A
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GUARDRAIL
GUARDRAILGUARDRAIL
GUARDRAILGUARDRAIL
1.5" DIAM. HANDRAIL
1.5" DIAM. HANDRAIL
TOP-MOUNTED RAILING TOP-MOUNTED RAILING
5'-5" CLR STAIR
WALKING WIDTH
12"
1.5" DIAM. HANDRAIL
21"
21"
3"
C
L
R
M
A
X
T
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P
3" CLR
M
A
X
T
Y
P
3" C
L
R
M
A
X
T
Y
P
18.
2
7
"
18.
2
7
"
18.
2
7
"
FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION AND PLACEMENT
S-08
1
S-08
3
Aug. 5, 2024 Item #6 Page 32 of 40
----
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i===t==i=====================+===f==j===1==3 LI S=HE=E::::::..::TI =C=I=TY===O=F=C=A=R=L=S=B=A=D=-=I S=HE=ET7S I ~ r-ENGINEERING DEPARTMENT
\
of----------~=====t====i================================t=====~====t====jt===3 l_tE~N~Gl~NE~E';R~IN!::G~M~A~NA~G~E~Rr==RC~E~75g9~91~EX~P~6~3:':0'::::2:::0:::26rn~D~A~TE~~
I-;::DWN BY: ---1 PROJECT NO.
1
DRAWING NO.
CHKD BY: __ _
RVWD BY:
APPROVED: HOSSEIN AJIDEH
DAlE, 6/30/2024 -~---
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DA TE INITIAL
OTHER APPROVAL
DATE INlllAL
CITY APPROVAL
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Plot Date:Cad File No:19 June 2024 - 3:16 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-E09.dwgPlotted by:Bob Sherwood
61 95
IMPROVEMENT PLANS FOR:
ELECTRICAL DETAILS
CIP #3896 529-8MM
MM
TM
E-09
1
-
STREETLIGHT REPLACEMENT DETAIL
NOT TO SCALE
REPLACE EXISTING STREETLIGHT
WITH AMERON CENTRECON M-SERIES
ROUND POLE, CATALOG NUMBER
MBR08, OR APPROVED EQUAL.
AP
P
R
O
X
.
2
6
'
-
3
"
F
R
O
M
T
O
P
O
F
S
L
T
O
B
A
S
E
P
L
A
T
E
BACK OF CURB
CHIP OUT EXISTING CONCRETE TO
EXPOSE BOLTS AND BASE PLATE
PROTECT EXISTING
CURB AND GUTTER
PROTECT EXIST STREETLIGHT
J-BOLTS AND FOUNDATION
CONSTRUCT NEW SIDEWALK
REPLACE EXISTING PULLBOX
PROTECT EXISTING
CONDUITS AND
CABLES
3
-
EXISTING DISTRIBUTION PANEL AT PINE AVE
NOT TO SCALE
4
-
EXISTING DISTRIBUTION PANEL AT TAMARACK AVE
NOT TO SCALE
SHEET KEYNOTES
1. PROVIDE NEW 15A CB. REFER TO E-08 FOR PANEL SCHEDULE.
1
1
18" CLR
TOP OF CURB FACE
TYP
Aug. 5, 2024 Item #6 Page 33 of 40
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I SHEET I CITY OF CARLSBAD I SHEETS I
ENGINEERING DEPARTMENT
APPROVED: HOSSEIN AJIDEH
ENGINEERING MANAGER RCE 75991 EXP 6/30/2026 DATE
If\ OWN BY:
I
PROJECT NO.
I
DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY:
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY:
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Plot Date:Cad File No:2 July 2024 - 7:02 AM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-TC01.dwgPlotted by:Bob Sherwood
62 95
IMPROVEMENT PLANS FOR:
TRAFFIC CONTROL NOTES AND LEGENDS
CIP #3896 529-8RS
LR
EH
TC-01
1. WORK HOURS TO BE RESTRICTED TO MONDAY TO FRIDAY FROM 8:30 AM TO 3:30 PM AND SATURDAYS FROM 8:00 AM
TO SUNSET, EXCLUDING LEGAL HOLIDAYS, UNLESS APPROVED OTHERWISE.
2. PEDESTRIAN CONTROLS WILL BE PROVIDED AS SHOWN.
3. PEDESTRIANS SHALL BE PROTECTED FROM ENTERING THE EXCAVATION BY PHYSICAL BARRIERS DESIGNED,
INSTALLED, AND MAINTAINED TO THE SATISFACTION OF THE CITY ENGINEER.
4. TEMPORARY "NO PARKING/TOW AWAY" SIGNS STATING THE DATE AND TIME OF PROHIBITION WILL BE POSTED 72
HOURS PRIOR TO COMMENCING WORK. CALL CARLSBAD POLICE DISPATCH AT (760) 931-2197 TO VALIDATE POSTING.
5. ACCESS WILL BE MAINTAINED TO ALL DRIVEWAYS UNLESS OTHER ARRANGEMENTS ARE MADE.
6. TRENCHES MUST BE BACKFILLED OR PLATED DURING NON-WORKING HOURS UNLESS K-RAIL BARRIERS ARE
PROVIDED. K-RAIL IS APPROVED ONLY WHEN SPECIFICALLY SHOWN ON THE APPROVED TRAFFIC CONTROL PLAN.
PLATES SHALL HAVE CLEATS AND COLD MIX AT THE EDGES AS APPROVED BY THE CITY INSPECTOR.
7. STRIPING WILL BE REPLACED BY THE CONTRACTOR WITHIN 24 HOURS, IF REMOVED OR DAMAGED.
8. WORK THAT DISTURBS NORMAL TRAFFIC SIGNAL TIMING OPERATIONS SHALL BE COORDINATED WITH THE CITY OF
CARLSBAD. CONTACT JIM MILTON AT (442) 339-2736.
9. TRAFFIC SIGNALS SHALL REMAIN FULLY ACTUATED AT ALL TIMES, UNLESS OTHERWISE APPROVED BY THE CITY
ENGINEER OR THEIR REPRESENTATIVE. IF TRAFFIC SIGNAL LOOP DETECTORS ARE RENDERED INOPERATIVE BY THE
PROPOSED WORK, VIDEO DETECTION SHALL BE USED TO PROVIDE ACTUATION.
10. FLAGGERS SHALL BE EQUIPPED WITH A WHITE HARD HAT, APPROPRIATE SAFETY VEST, AND A "STOP/SLOW" PADDLE
ON A 5 FOOT STAFF.
11. ALL TRAFFIC CONTROL DEVICES MUST BE MAINTAINED 24 HOURS A DAY, 7 DAYS PER WEEK, BY THE CONTRACTOR.
12. ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES (LATEST VERSION).
13. TRAFFIC CONTROL PLAN SUBMITTALS ARE REQUIRED FOR EACH PHASE OF THE WORK IN THE DETAIL, FORMAT, AND
QUALITY ILLUSTRATED ON THIS SHEET.
14. ALL TRAFFIC CONTROL DEVICES SHALL BE REMOVED FROM VIEW OR COVERED WHEN NOT IN USE.
15. THE CITY ENGINEER OR THEIR REPRESENTATIVE HAS THE AUTHORITY TO INITIATE FIELD CHANGES TO INSURE
PUBLIC SAFETY.
16. ALL WORK AFFECTING BUS STOPS SHALL BE COORDINATED WITH NORTH COUNTY TRANSIT DISTRICT. CONTRACTOR
SHALL CALL NCTD AT (760) 967-2828 AT LEAST 72 HOURS IN ADVANCE OF STARTING WORK.
17. CHANGEABLE MESSAGE SIGNS SHALL BE USED IN ADVANCE OF TRAFFIC CONTROL ON MAJOR AND PRIME
ARTERIALS, UNLESS OTHERWISE APPROVED. THESE SIGNS SHALL BE SHOWN ON THE TRAFFIC CONTROL PLAN.
1. AT LEAST ONE PERSON SHALL BE ASSIGNED TO FULL TIME MAINTENANCE OF TRAFFIC CONTROL DEVICES
ON ALL NIGHT LANE CLOSURES.
2. ALL WARNING SIGNS FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED OR REFLECTORIZED AS
SPECIFIED IN THE SPECIFICATIONS.
3. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED WITH FLAGS FOR DAYTIME CLOSURES
OF ALL MAJOR AND PRIME ARTERIALS. FLASHING BEACONS SHALL BE USED DURING NIGHT LANE
CLOSURES.
4. A G20-2 "END ROAD WORK" SIGN SHALL BE PLACED AT THE END OF THE LANE CLOSURE.
5. ALL CONES USED FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED TRAFFIC CONES OR FITTED WITH 13"
REFLECTIVE SLEEVES.
6. FLASHING ARROW SIGNS SHALL BE USED PER THE CALIFORNIA MUTCD. SILENT TYPE SHALL BE USED IN
RESIDENTIAL AREAS.
7. THE MAXIMUM SPACING BETWEEN CONES IN A TAPER SHALL BE 30' FOR AN APPROACH SPEED OF 30 MPH
AND 35' FOR AN APPROACH SPEED OF 35 MPH. THE MAXIMUM SPACING BETWEEN CONES IN A TANGENT
SHALL BE 60' FOR AN APPROACH SPEED OF 30 MPH AND 70' FOR AN APPROACH SPEED OF 35 MPH.
8. ADDITIONAL ADVANCE FLAGGERS SHALL BE REQUIRED WHEN TRAFFIC QUEUES DEVELOP. FLAGGER
STATIONS FOR WORK AT NIGHT SHALL BE ILLUMINATED AS NOTED IN SECTION 6G.20 OF MUTCD.
9. PLACE C30 (CA) "LANE CLOSED" SIGN AT 500'-1000' INTERVALS THROUGHOUT EXTENDED WORK AREAS.
10. ALL REQUIRED SIGNS THAT ARE TO BE LEFT IN PLACE OVER A WEEKEND OR HOLIDAY SHALL BE POST
MOUNTED.
W20-1
(36"x36")
G20-2
(36"x18")
W6-3
(36"x36")
W4-2(L)
(36"x36")
C20(CA)(L)
(36"x36")
C30(CA)
(30"x30")
R9-9
(24"x12")
R3-5(R)
(30"x36")
R3-2
(36"x36")
M4-8a
(24"x18")
W1-7
(48"x24")
M4-9b(R)
(24"x30")
M4-9b(L)
(24"x30")
R9-11a(R)
(24"x12")
R1-2
(48"x48"x48")
R1-6
(12"x36")
W4-2(R)
(36"x36")
C20(CA)(R)
(36"x36")
W1-4(R)
(36"x36")
G20-5aP
(24"x18")
R2-1(20)
(30"x36")
W3-5(20)
(36"x36")
W3-5a(20)
(36"x36")
R4-7a
(24"x30")
W11-1
(30"x30")
W16-7PR
(24"x12")
WORK ZONE
DIRECTION OF TRAVEL
TEMPORARY PAVEMENT MARKING ARROW
PORTABLE SIGN
TRAFFIC CONES/DELINEATORS (SPACED AT 10')
FLASHING ARROW SIGN
TYPE III BARRICADE
PORTABLE CHANGEABLE MESSAGE SIGN
TEMPORARY "WATER-WALL" BARRIER
WITH REFLECTIVE MARKERS ON TOP
CRASH CUSHION
CONSTRUCTION STAGING AREA TRAILER
CRASH ATTENUATOR (ABSORB 350 SYSTEM)
FLAGGER
TEMPORARY STRIPING
SIGNALIZED INTERSECTION
CMS C9A(CA)
(36"x36")
N-3 (CA)
(18"x18")
W11-2
(36"x36")
M4-9(R)
(30"x24")
M4-9(L)
(30"x24")
M3-3
(12"x6")
W16-9P
(24"x12")
D3-1
(VARIESx12")
W1-4(L)
(36"x36")
R9-11(L)
(24"x18")
R9-11a(L)
(24"x12")
R9-10
(24"x12")
CONSTRUCTION OF THE PROJECT IS ANTICIPATED TO OCCUR OVER APPROXIMATELY 20 CALENDAR MONTHS AND
WILL BE PHASED TO MAINTAIN PUBLIC ACCESS TO THE BEACH OVER THE DURATION OF THE PROJECT. NO ONSITE
WORK ALLOWED DURING THE SUMMER MONTHS BETWEEN MEMORIAL DAY AND LABOR DAY UNLESS AUTHORIZED
IN ADVANCE BY THE CITY. SEE PROJECT SPECIFICATIONS FOR OTHER SPECIAL EVENT DATES TO BE AVOIDED.
PHASE 1 OF THE CONSTRUCTION IS ANTICIPATED TO CONSIST OF REMOVAL AND REPLACEMENT OF THE
ELEVATED / ON-GRADE UPPER SIDEWALK AND OVERLOOKS BETWEEN PINE AVENUE AND MAPLE AVENUE, THE
SYCAMORE AVENUE STAIRWAY, THE MAPLE AVENUE STAIRWAY, AND ADJACENT SIDEWALKS AND RAILING. PHASE
1 MAY BE SPLIT INTO PHASE 1A AND 1B TO ACCOMMODATE PROCUREMENT OF PRECAST PANELS AND MINIMIZE
AREAS AFFECTED BY TRAFFIC CONTROL MEASURES ASSOCIATED WITH THE WORK.
PHASE 2 OF THE CONSTRUCTION IS ANTICIPATED TO OCCUR AFTER PHASE 1 AND CONSISTS OF REMOVAL AND
REPLACEMENT OF THE ON-GRADE UPPER SIDEWALK BETWEEN MAPLE AVENUE AND CHERRY AVENUE, THE
CHERRY AVENUE STAIRWAY, THE HEMLOCK AVENUE STAIRWAY, AND RAILING BETWEEN MAPLE AVENUE AND
TAMARACK AVENUE.
THE CONSTRUCTION STAGING AREA IS ANTICIPATED TO BE IN THE SAME LOCATION FOR ALL PHASES OF THE
PROJECT AND REMOVED DURING THE SUMMER MONTHS BETWEEN MEMORIAL DAY AND LABOR DAY.
R9-10
(24"x12")
R4-11
(36"x36")
R26A(CA)
(24"x30")
R9-3a
(12"x18")SC3(CA)
(36"x12")
R1-1
(36"x36")R10-6(LT)
(24"x36")
W13-1P(20)
(18"x18")R49(CA)
(24"x12")
Aug. 5, 2024 Item #6 Page 34 of 40
TRAFFIC CONTROL NOTES LEGEND -
--I>
=
8888=
001:::::R:-1
't
SIGNAGE NOTES
PROJECT PHASING DESCRIPTION
SIGN LEGEND
END
ROAD WORK
......
(f
ONLY
SPEED
LIMIT
20
DAm 6/30/2024
SIDEWALK
CLOSED
!E..91!
END
DETOUR
~ IIE !Carlsbad
DATE INITIAL
ENGINEER OF WORK
Blvdl
fwoRK1 ~
I AHEAD I
~
MAY USE
FUil LANE
REVISION DESCRIPTION
NO
PARKING
ANY
TIME
DATE
~
DETOUR <:=
~
DETOUR =:>
~ I ◊DETOUR!
INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
STOP
HERE ON
RED
I:?
CITY
rn
~
KEEP
~
RIGHT
~ -
OF CARLSBAD I SHEET I
ENGINEERING DEPARTMENT
I SHEETS I
APPROVED: HOSSEIN AJIDEH
ENGINEERING MANAGER RCE 75991 EXP 6/30/2026 DATE
I DRAWING NO. OWN BY:
I
PROJECT NO.
CHKD BY:
RVWD BY:
Plot Date:Cad File No:25 June 2024 - 1:45 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-TC02 THRU TC03.dwgPlotted by:Elijah Berry
63 95
IMPROVEMENT PLANS FOR:
PHASE 1A: TRAFFIC CONTROL PLAN 1
CIP #3896 529-8BS
LR
EH
0 80'40'
N
120'160'
TC-02
CARLSBAD BLV
D
.
(SPEED LIMIT = 3
0
M
P
H
)
N
OAK AVE.
LINC
O
L
N
S
T
.
PINE
A
V
E
.
M
A
T
C
H
L
I
N
E
S
T
A
:
6
6
+
5
0
-
S
E
E
B
E
L
O
W
MA
T
C
H
L
I
N
E
S
T
A
:
6
6
+
5
0
-
S
E
E
A
B
O
V
E
MA
T
C
H
L
I
N
E
S
T
A
:
7
9
+
0
0
-
S
E
E
T
C
-
0
3
WALNUT AVE.SYCAMORE AVE.CHESTNUT AVE.
W20-1
(36"x36")
G20-2
(36"x18")
W6-3
(36"x36")
C30(CA)
(30"x30")
PHASE 1A: TRAFFIC CONTROL PLAN
SCALE: 1" = 40'
CARLSBAD BLVD.
(SPEED LIMIT = 30 MPH)
R3-5(R)
(30"x36")
R3-2
(36"x36")
W1-7
(48"x24")
M4-9b(R)
(24"x30")
R9-11a(L)
(24"x12")
W4-2(R)
(36"x36")
C20(CA)(R)
(36"x36")
R2-1(20)
(30"x36")
W3-5(20)
(36"x36")
W3-5a(20)
(36"x36")
G20-5aP
(24"x18")
PHASE 1A: TRAFFIC CONTROL PLAN
SCALE: 1" = 40'
1. CONTRACTOR SHALL INSPECT AND REPAIR OR REINSTALL ALL
DAMAGED DELINEATORS OR TRAFFIC CONTROL DEVICES DAILY
2. CONTRACTOR SHALL BAG/COVER EXISTING SPEED LIMIT SIGNS IN
THE WORK AREAS
R9-9
(24"x12")
R4-7a
(24"x30")
W11-1
(30"x30")
W16-7PR
(24"x12")
MODIFY EXISTING TRAFFIC SIGNAL OPERATION AT CARLSBAD AND PINE TO TURN OFF LEFT TURN PHASE AND KEEP
OTHER PHASES IN OPERATION INCLUDING PEDESTRIAN CROSSING DURING CONSTRUCTION. REPLACE SOUTHBOUND
LEFT TURN SIGNAL HEAD ON A SIGNAL MAST ARM WITH A R/Y/G BALL SIGNAL HEAD. COVER ALL OTHER EXISTING LEFT
TURN SIGNAL HEADS. AFTER CONSTRUCTION WORK, TRAFFIC SIGNAL SHALL REVERT TO NORMAL OPERATION. ANY
CABINET/SIGNAL MODIFICATIONS SHALL BE APPROVED AND TESTED BY THE CITY ENGINEER PRIOR TO RESTARTING
SIGNAL OPERATIONS.
FLAGGER SHALL SAFELY GUIDE BICYCLISTS DURING CRANE ACTIVITIES.
COVER EXISTING RRFB DURING CONSTRUCTION.
TEMPORARY BUS STOP CLOSURE. THE CONTRACTOR SHALL COORDINATE WIT THE NORTH COUNTY TRANSIT
DISTRICT.
1
2
3
TWO WEEKS PRIOR TO CONSTRUCTION
W O R K
O N
C A R L S B A D
X X / X X / X X
T O
X X / X X / X X
DURING CONSTRUCTION
W O R K
O N
C A R L S B A D
U S E
A L T
R O U T E S
TWO WEEKS PRIOR TO CONSTRUCTION
W O R K
O N
C A R L S B A D
X X / X X / X X
T O
X X / X X / X X
DURING CONSTRUCTION
W O R K
O N
C A R L S B A D
R T L A N E
C L O S E D
A H E A D
C20(CA)(L)
(36"x36")
W1-4(R)
(36"x36")
C9A(CA)
(36"x36")
N-3 (CA)
(18"x18")
WORK ZONE
DIRECTION OF TRAVEL
TEMPORARY PAVEMENT MARKING ARROW
PORTABLE SIGN
SURFACE-MOUNT DELINEATORS (SPACED AT 10')
FLASHING ARROW SIGN
TYPE III BARRICADE
PORTABLE CHANGEABLE MESSAGE SIGN
TEMPORARY "WATER-WALL" BARRIER
WITH REFLECTIVE MARKERS ON TOP
CRASH CUSHION
CONSTRUCTION STAGING AREA TRAILER
CRASH ATTENUATOR (ABSORB 350 SYSTEM)
FLAGGER
TEMPORARY STRIPING
SIGNALIZED INTERSECTION
CMS
R9-10
(24"x12")
4
R10-6(LT)
(24"x36")
W13-1P(20)
(18"x18")
Aug. 5, 2024 Item #6 Page 35 of 40
NOTES: PORTABLE CHANGEABLE MESSAGE:
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PROJECT KEYNOTES (THIS SHEET):
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R2-1(20)
G20-5aP
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DAlE: 6/30/2024
'NO BEACH ACCESS AHEAD' SIGN
I
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I SHEET I CITY OF CARLSBAD I SHEETS I
t====±====r=============================+====+====+====f===~ ENGINEERING DEPARTMENT
~L====±====±=============================+====+====+====f===~ ~E~NG~IN~E~ER~IN~G~M~A~NA~G~ER~R~C~E:=7~59~9~1 ~EX~P~6~30==:20=:26~~D~A~TE~~ L~-=--h=c--f----------------t~~~~=t~~~~cE.~~=r~~~~ DWN BY, ___ PROJECT NO.
1
DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: __ DATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: ENGINEER OF WORK
APPROVED: HOSSEIN AJIDEH
D
D
D
D D
D D
D
D
D D
D
D D
350'
W4-2(L)C20(CA)(L)W20-1
CONSTRUCTION STAGING AREA
79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00
R9-11(R)
6'
M
I
N
.
10
'
(1
0
'
)
(1
0
'
)
(1
0
'
)
(1
0
'
)
(5
'
)
(7
'
)
R2-1(20)
G20-5aP
350'350'
(1
0
'
)
(1
0
'
)
R2-1(20)
G20-5aP
6'
M
I
N
.
10
'
(1
0
'
)
(1
0
'
)
(7
'
)
6'
M
I
N
.
10
'
(1
0
'
)
(1
0
'
)
(5
'
)
6'
M
I
N
.
10
'
(1
0
'
)
(1
0
'
)
(1
0
'
)
(7
'
)
6'
M
I
N
.
10
'
10
0
'
W20-1
G20-2
10
0
'
W20-1 G20-2
CM
S
W11-2
W16-9P
W11-2
W16-9P
TEMPORARY FENCE
R9-9
D D D
G20-2
92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+00
100+00
50'
DOWNSTREAM
TAPER
R1-2
R1-6
(1
0
'
)
(1
0
'
)
(1
0
'
)
(7
'
)
(1
0
'
)
(1
0
'
)
(7
'
)
W11-2
W16-9P
(1
0
'
)
(1
0
'
)
(7
'
)
R9-9
GHD STANDARD A1 ATTRIBUTE BLOCK CAD File No.: GHD_G_0045_T Updated: 08-07-03 Version: 1.1GHD STANDARD A1 SHEET CAD File No.: GHD_G_0045 Updated: 08-07-03 Version: 1.1
Plot Date:Cad File No:2 July 2024 - 7:21 AM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-TC02 THRU TC03.dwgPlotted by:Bob Sherwood
64 95
IMPROVEMENT PLANS FOR:
PHASE 1A: TRAFFIC CONTROL PLAN (2 OF 2)
CIP #3896 529-8BS
LR
EH
N 0 80'40'120'160'
TC-03
MA
T
C
H
L
I
N
E
S
T
A
:
7
9
+
0
0
-
S
E
E
T
C
-
0
2
CHERRY AVE.ACACIA AVE.JUNIPER AVE.MAPLE AVE.
CARLSBAD BLVD.
(SPEED LIMIT = 30 MPH)
MA
T
C
H
L
I
N
E
S
T
A
:
9
2
+
0
0
-
S
E
E
A
B
O
V
E
MA
T
C
H
L
I
N
E
S
T
A
:
9
2
+
0
0
-
S
E
E
B
E
L
O
W
HEMLOCK AVE.
CARLSBAD BLVD.
(SPEED LIMIT = 30 MPH)
PHASE 1: DETOUR PLAN
SCALE: N.T.S.
N
CARL
S
B
A
D
B
L
V
D
.
P
I
N
E
A
V
E
.
LINC
O
L
N
S
T
.
GARF
I
E
L
D
S
T
.
W20-2
M4-8a
W20-2
(36"x36")
M4-8a
(24"x18")
W
A
L
N
U
T
A
V
E
.
W20-1
(36"x36")
G20-2
(36"x18")
W4-2(L)
(36"x36")
C20(CA)(L)
(36"x36")
R1-2
(48"x48"x48")
R1-6
(12"x36")
R2-1(20)
(30"x36")
G20-5aP
(24"x18")
PHASE 1A: TRAFFIC CONTROL PLAN
SCALE: 1" = 40'
TAMARACK AVE.REDWOOD AVE.
R9-9
(24"x12")
TWO WEEKS PRIOR TO CONSTRUCTION
W O R K
O N
C A R L S B A D
X X / X X / X X
T O
X X / X X / X X
DURING CONSTRUCTION
W O R K
O N
C A R L S B A D
L T L A N E
C L O S E D
A H E A D
CMS
M
A
P
L
E
A
V
E
.
S
Y
C
A
M
O
R
E
A
V
E
.
C
H
E
S
T
N
U
T
A
V
E
.
A
C
A
C
I
A
A
V
E
.
C
H
E
R
R
Y
A
V
E
.
M4-9(L)
D3-1a
M4-9(R)
D3-1a
D3-1
M3-3
M4-9(L)
W11-2
(36"x36")
M4-9(R)
(30"x24")
M4-9(L)
(30"x24")
M3-3
(12"x6")
W16-9P
(24"x12")
D3-1
(VARIESx12")
WORK ZONE
DIRECTION OF TRAVEL
TEMPORARY PAVEMENT MARKING ARROW
PORTABLE SIGN
SURFACE-MOUNT DELINEATORS (SPACED AT 10')
FLASHING ARROW SIGN
TYPE III BARRICADE
PORTABLE CHANGEABLE MESSAGE SIGN
TEMPORARY "WATER-WALL" BARRIER
WITH REFLECTIVE MARKERS ON TOP
CRASH CUSHION
CONSTRUCTION STAGING AREA TRAILER
CRASH ATTENUATOR (ABSORB 350 SYSTEM)
FLAGGER
TEMPORARY STRIPING
SIGNALIZED INTERSECTION
CMS
SC3(CA)
(36"x12")
SC3(CA)
SC3(CA)
1. CONTRACTOR SHALL INSPECT AND REPAIR OR REINSTALL ALL
DAMAGED DELINEATORS OR TRAFFIC CONTROL DEVICES DAILY
2. CONTRACTOR SHALL BAG/COVER EXISTING SPEED LIMIT SIGNS IN
THE WORK AREAS
Aug. 5, 2024 Item #6 Page 36 of 40
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DETOUR
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DATE INITIAL
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DATE INITIAL
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' ' ' ' '
I SHEET I CITY OF CARLSBAD I SHEETS I
ENGINEERING DEPARTMENT
APPROVED: HOSSEIN AJIDEH
ENGINEERING MANAGER RCE 75991 EXP 6/30/2026 DATE
OWN BY:
I
PROJECT NO. I DRAWING NO. DATE INITIAL CHKD BY:
CITY APPROVAL RVWD BY:
Plot Date:Cad File No:25 June 2024 - 1:46 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-TC04 THRU TC05.dwgPlotted by:Elijah Berry
65 95
IMPROVEMENT PLANS FOR:
PHASE 1B: TRAFFIC CONTROL PLAN 1
CIP #3896 529-8BS
LR
EH
0 80'40'
N
120'160'
TC-04
MA
T
C
H
L
I
N
E
S
T
A
:
7
9
+
0
0
-
S
E
E
B
E
L
O
W
WALNUT AVE.SYCAMORE AVE.CHESTNUT AVE.
PHASE 1B: TRAFFIC CONTROL PLAN
SCALE: 1" = 40'
CARLSBAD BLVD.
(SPEED LIMIT = 30 MPH)
MA
T
C
H
L
I
N
E
S
T
A
:
7
9
+
0
0
-
S
E
E
A
B
O
V
E
CHERRY AVE.ACACIA AVE.JUNIPER AVE.MAPLE AVE.
CARLSBAD BLVD.
(SPEED LIMIT = 30 MPH)
MA
T
C
H
L
I
N
E
S
T
A
:
9
2
+
0
0
-
S
E
E
T
C
-
0
5
PHASE 1B: TRAFFIC CONTROL PLAN
SCALE: 1" = 40'
N
1. CONTRACTOR SHALL INSPECT AND REPAIR OR REINSTALL ALL
DAMAGED DELINEATORS OR TRAFFIC CONTROL DEVICES DAILY
2. CONTRACTOR SHALL BAG/COVER EXISTING SPEED LIMIT SIGNS IN
THE WORK AREAS
R9-11a(R)
(24"x12")
W20-1
(36"x36")
G20-2
(36"x18")
W6-3
(36"x36")
W4-2(L)
(36"x36")
C20(CA)(L)
(36"x36")
C30(CA)
(30"x30")
R3-5(R)
(30"x36")
W4-2(R)
(36"x36")
C20(CA)(R)
(36"x36")
R2-1(20)
(30"x36")
W3-5a(20)
(36"x36")
G20-5aP
(24"x18")
R4-7a
(24"x30")
FLAGGER SHALL SAFELY GUIDE BICYCLISTS DURING CRANE ACTIVITIES
TEMPORARY BUS STOP CLOSURE. THE CONTRACTOR SHALL COORDINATE WITH
THE NORTH COUNTY TRANSIT DISTRICT
1
TWO WEEKS PRIOR TO CONSTRUCTION
W O R K
O N
C A R L S B A D
X X / X X / X X
T O
X X / X X / X X
DURING CONSTRUCTION
W O R K
O N
C A R L S B A D
L T L A N E
C L O S E D
A H E A D
TWO WEEKS PRIOR TO CONSTRUCTION
W O R K
O N
C A R L S B A D
X X / X X / X X
T O
X X / X X / X X
DURING CONSTRUCTION
W O R K
O N
C A R L S B A D
U S E
A L T
R O U T E S
WORK ZONE
DIRECTION OF TRAVEL
TEMPORARY PAVEMENT MARKING ARROW
PORTABLE SIGN
TRAFFIC DELINEATORS (SPACED AT 10')
FLASHING ARROW SIGN
TYPE III BARRICADE
PORTABLE CHANGEABLE MESSAGE SIGN
TEMPORARY "WATER-WALL" BARRIER
WITH REFLECTIVE MARKERS ON TOP
CRASH CUSHION
CONSTRUCTION STAGING AREA TRAILER
CRASH ATTENUATOR (ABSORB 350 SYSTEM)
FLAGGER
TEMPORARY STRIPING
CMS
W3-5(20)
(36"x36")
W1-4(L)
(36"x36")
R9-9
(24"x12")
W1-7
(48"x24")
M4-9b(L)
(24"x30")
C9A(CA)
(36"x36")
N-3 (CA)
(18"x18")
W11-2
(36"x36")
W16-9P
(24"x12")
R9-11(L)
(24"x18")
W11-1
(30"x30")
W16-7PR
(24"x12")
R3-2
(36"x36")
2
W1-4(R)
(36"x36")
W13-1P(20)
(18"x18")
R49(CA)
(24"x12")
Aug. 5, 2024 Item #6 Page 37 of 40
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NOTES:
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL
O1HER APPROVAL
PROJECT KEYNOTES (THIS SHEET):
DATE
□
□
INITIAL
CITY APPROVAL
I SHEET I CITY OF CARLSBAD I SHEETS I
ENGINEERING DEPARTMENT
APPROVED: HOSSEIN AJIDEH
ENGINEERING MANAGER RCE 75991 EXP 6/30/2026 DATE
I DRAWING NO. DWN BY:
I
PROJECT NO.
CHKD BY:
RVWD BY:
Plot Date:Cad File No:25 June 2024 - 1:46 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-TC04 THRU TC05.dwgPlotted by:Elijah Berry
66 95
IMPROVEMENT PLANS FOR:
PHASE 1B: TRAFFIC CONTROL PLAN (2 OF 2)
CIP #3896 529-8BS
LR
EH
PHASE 1B: TRAFFIC CONTROL PLAN
SCALE: 1" = 40'
N 0 80'40'120'160'
TC-05
MA
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HEMLOCK AVE.
CARLSBAD BLVD.
(SPEED LIMIT = 30 MPH)
G20-2
(36"x18")
R1-2
(48"x48"x48")
R1-6
(12"x36")
1. CONTRACTOR SHALL INSPECT AND REPAIR OR REINSTALL ALL
DAMAGED DELINEATORS OR TRAFFIC CONTROL DEVICES DAILY
W11-2
(36"x36")
W16-9P
(24"x12")
WORK ZONE
DIRECTION OF TRAVEL
TEMPORARY PAVEMENT MARKING ARROW
PORTABLE SIGN
TRAFFIC DELINEATORS (SPACED AT 10')
FLASHING ARROW SIGN
TYPE III BARRICADE
PORTABLE CHANGEABLE MESSAGE SIGN
TEMPORARY "WATER-WALL" BARRIER
WITH REFLECTIVE MARKERS ON TOP
CRASH CUSHION
CONSTRUCTION STAGING AREA TRAILER
CRASH ATTENUATOR (ABSORB 350 SYSTEM)
FLAGGER
TEMPORARY STRIPING
CMS
R26A(CA)
(24"x30")
Aug. 5, 2024 Item #6 Page 38 of 40
LEGEND
---t>
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DAlE: 6/30/2024
I SHEET I CITY OF CARLSBAD I SHEETS I
ENGINEERING DEPARTMENT
APPROVED: HOSSEIN AJIDEH
ENGINEERING MANAGER RCE 75991 EXP 6/30/2026 DATE
DWN BY:
I
PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY:
ENGINEER OF WORK REVISION DESCRIPTION O1HER APPROVAL CITY APPROVAL RVWD BY:
Plot Date:Cad File No:25 June 2024 - 1:46 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-TC06 THRU TC07.dwgPlotted by:Elijah Berry
67 95
IMPROVEMENT PLANS FOR:
PHASE 2: TRAFFIC CONTROL PLAN 1
CIP #3896 529-8RS
LR
EH
PHASE 2: TRAFFIC CONTROL PLAN
SCALE: 1" = 40'
N
0 80'40'120'160'
TC-06
MA
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4
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5
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ACACIA AVE.MAPLE AVE.
CARLSBAD BLVD.
(SPEED LIMIT = 30 MPH)
MA
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T
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:
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4
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CHESTNUT AVE.SYCAMORE AVE.
CHERRY AVE.JUNIPER AVE.
CARLSBAD BLVD.
(SPEED LIMIT = 30 MPH)
HEMLOCK AVE.REDWOOD AVE.
MA
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S
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W20-1
(36"x36")
R9-9
(24"x12")
M4-9b(R)
(24"x30")
W4-2(R)
(36"x36")
C20(CA)(R)
(36"x36")
R2-1(20)
(30"x36")
W3-5(20)
(36"x36")
W3-5a(20)
(36"x36")
G20-5aP
(24"x18")
1. CONTRACTOR SHALL INSPECT AND REPAIR OR REINSTALL ALL
DAMAGED DELINEATORS OR TRAFFIC CONTROL DEVICES DAILY
C30(CA)
(30"x30")
TWO WEEKS PRIOR TO CONSTRUCTION
W O R K
O N
C A R L S B A D
X X / X X / X X
T O
X X / X X / X X
DURING CONSTRUCTION
W O R K
O N
C A R L S B A D
R T L A N E
C L O S E D
A H E A D
COVER EXISTING RRFB DURING CONSTRUCTION1
R9-10
(24"x12")
M4-9(R)
(30"x24")
M4-9b(L)
(24"x30")
R9-11(L)
(24"x18")
WORK ZONE
DIRECTION OF TRAVEL
TEMPORARY PAVEMENT MARKING ARROW
PORTABLE SIGN
TRAFFIC DELINEATORS (SPACED AT 10')
FLASHING ARROW SIGN
TYPE III BARRICADE
PORTABLE CHANGEABLE MESSAGE SIGN
TEMPORARY "WATER-WALL" BARRIER
WITH REFLECTIVE MARKERS ON TOP
CRASH CUSHION
CONSTRUCTION STAGING AREA TRAILER
CRASH ATTENUATOR (ABSORB 350 SYSTEM)
FLAGGER
TEMPORARY STRIPING
CMS
Aug. 5, 2024 Item #6 Page 39 of 40
LEGEND
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PROJECT KEYNOTES (THIS SHEET):
□
SIGN LEGEND
--- -350' ..,, .
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SIDEWAU<
CLOSED
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DATE, 6/30/2024
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M4-9b(R)
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filfflffi Effia
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NOTES:
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t====f===f==========================~t===j====[===~===~ ENGINEERING DEPARTMENT
t====[===f==========================j~===j===~[===~===~ ~:;:;;:;;~~=======H(HO~SiSISEEIIINOAJIIJIDJEE~H7 APPROVED:
t-t====[===f==========================jt===j=~~=[~~~~~;;~ l!;E~NG~IN~EE~Rl~NG -~~MA~N~AG~ER~R~CE:::::7~5~99~1 ~EX~P~6~3~0:'.::'.2::::02l6WR~D~A~TEfNo.j I-'OWN BY: I PROJECT NO. I DRAWING NO. t~::::~;;;+==--------=-:~---t~DA~TE~J~1N~ITl~A~L~~D~AT-;-ES~~IN~ITl~A.LL~ I CHKD BY: _ . DATE INITIAL PTION I CITY APPROVAL RVWD BY: REVISION DESCRI 01HER APPROVAL ENGINEER OF WORK
Plot Date:Cad File No:25 June 2024 - 1:46 PM N:\US\Irvine\Projects\111\11146346 City of Carlsbad Beach Access Repairs\06-CAD\Sheets\111-46346-TC06 THRU TC07.dwgPlotted by:Elijah Berry
68 95
IMPROVEMENT PLANS FOR:
PHASE 2: TRAFFIC CONTROL PLAN 2
CIP #3896 529-8RS
LR
EH
PHASE 2: TRAFFIC CONTROL PLAN
SCALE: 1" = 40'
N
0 80'40'120'160'
TC-07
MA
T
C
H
L
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S
T
A
:
9
6
+
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0
-
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-
0
6
CARLSBAD BLVD.
(SPEED LIMIT = 30 MPH)
TAMARACK AVE.
ROW
SEQUOIA AVE.
ROW
ROW
ROW
R9-9
(24"x12")
1. CONTRACTOR SHALL INSPECT AND REPAIR OR REINSTALL ALL
DAMAGED DELINEATORS OR TRAFFIC CONTROL DEVICES DAILY
G20-2
(36"x18")
R9-11
(24"x18")
WORK ZONE
DIRECTION OF TRAVEL
TEMPORARY PAVEMENT MARKING ARROW
PORTABLE SIGN
TRAFFIC DELINEATORS (SPACED AT 10')
FLASHING ARROW SIGN
TYPE III BARRICADE
PORTABLE CHANGEABLE MESSAGE SIGN
TEMPORARY "WATER-WALL" BARRIER
WITH REFLECTIVE MARKERS ON TOP
CRASH CUSHION
CONSTRUCTION STAGING AREA TRAILER
CRASH ATTENUATOR (ABSORB 350 SYSTEM)
FLAGGER
TEMPORARY STRIPING
CMS
Aug. 5, 2024 Item #6 Page 40 of 40
LEGEND
-
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NOTES:
SIGN LEGEND
SIDEWALi(
CLOSED
END
ROAD WORK
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DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
I SHEET I CITY OF CARLSBAD I SHEETS I
ENGINEERING DEPARTMENT
APPROVED: HOSSEIN AJIDEH
ENGINEERING MANAGER RCE 75991 EXP 6/3012026 DATE
DWN BY:
I
PROJECT NO.
I
DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY:
O1HER APPROVAL CITY APPROVAL RVWD BY:
From:Frank Sung
To:Traffic
Cc:Robin Sung
Subject:Fwd: Project to replace upper seawall stairs and widen sidewalk reviewed at commission
Date:Sunday, July 21, 2024 5:25:43 PM
Hi Commissioners - Thank you for planning to expand and widen the pedestrian walkway. My input isthat we do need some protective barrier which protects pedestrians from the cars whizzing by. Therendering of the wider sidewalk doesn't show the protective barrier. You also state that the path
can be widened by eliminating that guard rail. Widening the path is a good idea. Eliminating the
protective guard rail is a bad idea. Thank you for your consideration.
Frank Sungwww.ficm.org(m) 760-213-9036
---------- Forwarded message ---------From: City of Carlsbad <communications@carlsbadca.gov>Date: Sat, Jul 20, 2024 at 8:42 AMSubject: Project to replace upper seawall stairs and widen sidewalk reviewed at commissionTo: <franksung01@gmail.com>
View this email in your web browser
The City of Carlsbad’s Traffic Safety & Mobility Commission will review a
project to replace the upper seawall stairs along Carlsbad Boulevard and
widen the sidewalk between Cherry and Pine avenues. After considering the
proposed design and community feedback, the commission will vote to make a
recommendation to the City Council.
Traffic Safety & Mobility Commission
Monday, Aug. 5, 4 p.m.
Council Chamber
1200 Carlsbad Village Drive
Sign up to get notified when the agenda and staff report are available on the
city’s website by Friday, Aug. 2
How to participate
You can email traffic@carlsbadca.gov before the meeting or come in•
person and fill out a request to speak
Watch the meeting live on the website
Watch a recording of the meeting afterward
About the project
The Beach Access Repair Project will replace the four stairways along
Carlsbad Boulevard between Hemlock and Pine avenues and widen the
sidewalk between Cherry and Pine avenues. The sidewalks and stairways
were built in the 1980s and concrete has chipped away in places to expose
rebar, there is visible corrosion, and soil has eroded away from some of the
foundations.
•
•
Ii]
The stair locations and general design, including the overlooks and
landing areas/platforms, will remain the same.
The sidewalk between Cherry and Pine avenues will be widened by 2 ½
feet to make more room for the many walkers, joggers and other users
who enjoy this popular location.
One foot will come from the removal of the surface mounted railing
and metal beam guardrail, which is consistent with sidewalks to
the north and south.
The sidewalk will also be extended 1½ feet to the west over the
bluff.
Existing streetlight poles will be replaced.
The project will help reinforce and stabilize the bluff.
Learn more
Construction
Construction would be phased so some stairways will remain open while
•
•
• •
•
•
others are being replaced, and work would be planned to avoid busy summer
months.
Next steps
After the Traffic Safety & Mobility Commission, staff will present the final
project to the City Council to seek approval of the final design and
authorization to put the project out to bid.
Once work begins, construction will take about 20 months, not including
breaks for summer months.
City of Carlsbad | Website
City of Carlsbad | 1200 Carlsbad Village Drive | Carlsbad, CA 92008 US
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know the content is safe.
•
•
From:JOEL QUIRT
To:Traffic
Cc:Joel Quirt
Subject:Carlsbad Beach Access Repair and Upgrade Feedback
Date:Tuesday, July 23, 2024 10:55:41 AM
Attachments:PastedGraphic-1.png
Importance:High
Per a City of Carlsbad post on NextDoor, I am writing to provide feedback on the project
based on that post.
First, thank you as my wife and I (and many citizens and tourists) walk this stretch every
day - we comment daily that we wished the sidewalk was wider, so we are all for it.
HOWEVER, one major concern is for pedestrian safety with the elimination of the
guardrail.
We think some sort of safety barrier like the guardrail between the sidewalk and street to
protect pedestrians is required.
As shown in the picture below, the proposed solution has no protection from cars,
motorcycles, bikes (especially E bikes) or any wheeled vehicles on the street from hopping
the tiny curb and causing catastrophic harm to one more multiple pedestrians. This will
happen.
Thank you for the opportunity to provide feedback for this project.
Sincerely,
Joel Quirt
626-771-6699
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know the content is safe.
From:Kalim Smith
To:Traffic
Subject:Sea wall and access
Date:Tuesday, July 23, 2024 1:12:20 PM
Hello please keep me informed of the sea wall rebuild plans. I started work on this topic back
in 2014. Thank you, Kalim Smith
Disabled resident Oak Ave, Carlsbad CA
CAUTION: Do not open attachments or click on links unless you recognize the sender and
know the content is safe.
1
Replacing beach stairs and widening
sidewalk – Beach Access Repair and
Upgrades CIP 3896 Project
Hossein Ajideh, Engineering Manager
Eric Zielke, Senior Engineer
Aug. 5, 2024
1
{ City of
Carlsbad
PROPOSED ACTION
Support staff’s recommendation to the City
Council to approve the project plans
ITEM 6: BEACH ACCESS REPAIRS
2
{ City of
Carlsbad
BACKGROUND
•Beach access stairways built in 1980s
•Project area within State Parks
•October 2020 – Traffic Safety & Mobility
Commission supported implementation of the
project
•July 2023 – Planning Commission approved
permits
ITEM 6: BEACH ACCESS REPAIRS
3
{ City of
Carlsbad
PROJECT GOALS
•Repair beach access facilities to maintain public
safety and access
•Enhance pedestrian experience and aesthetics
ITEM 6: BEACH ACCESS REPAIRS
4
{city of
Carlsbad
WIDENING SIDEWALK AND
REPLACING STAIRS
ITEM 6: BEACH ACCESS REPAIRS
5
Project
Improvements
6
-
EXISTING CONDITIONS – SYCAMORE AVENUE
7
EXISTING CONDITIONS – CARLSBAD BOULEVARD
8
ITEM 6: BEACH ACCESS REPAIRS
9
New
1’-5’’ Existing
6’-5’’
Existing
3’-10’’ Control
Joint
Pine Avenue to Maple Avenue – 11’-10’’ New Walking Width
Existing On Grade
Sidewalk New Replace and Expand Topping SlabCarlsbad Boulevard
Bike Lane
New Side-
Mounted Railing
42’’ High
New Double T-Beam
Cantilever
Existing Inverted T-Beam
Existing Concrete Support Pile New Side-Mounted Railing 42’’
Existing
Slope
Removal of
Guardrail
ITEM 6: BEACH ACCESS REPAIRS
10
. --
. .I .
-
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(.__ City of
Carlsbad
New
1’-5’’ Existing 8’-9’’
Remove and Replace Topping Slab
Maple Avenue to Cherry Avenue – 11’-4’’ New Walking Width New Side-
Mounted Railing
42’’ High
Existing 12’’ Diameter Pier
Carlsbad
Boulevard Bike
Lane
Removal of
Guardrail
Existing 8’’ Thick Wall
ITEM 6: BEACH ACCESS REPAIRS
11
{city of
Carlsbad
Near the intersection of Carlsbad Boulevard and Walnut
Avenue Before Project Improvements.
Near the intersection of Carlsbad Boulevard and Walnut
Avenue After Project Improvements.
12
ITEM X: BEACH ACCESS REPAIRS
12
Near the intersection of Carlsbad Boulevard and
Sycamore Avenue Before Project Improvements.
Near the intersection of Carlsbad Boulevard and Sycamore
Avenue After Project Improvements.
13
ITEM X: BEACH ACCESS REPAIRS
13
PERMITS
•July 2023 - Planning Commission approved
the coastal development permit and Habitat
Management Plan
•Right-of-Entry permit from State Parks -
pending
ITEM 6: BEACH ACCESS REPAIRS
14
{ City of
Carlsbad
BEACH ACCESS AT TAMARACK
• Improvements will be included in the
upcoming American Disabilities Act Beach
Access CIP project that will incorporate
enhanced accessibility features into the
sidewalk and stair design at Tamarack and
Pine avenues
ITEM 6: BEACH ACCESS REPAIRS
15
{ City of
Carlsbad
CONSTRUCTION
•No construction during the summer
•Phased over ~20 months
•Phase 1 expected to start in early 2025
•Beach access will be maintained at all
times
ITEM 6: BEACH ACCESS REPAIRS
{ City of
Carlsbad
State Parks final approval
City Council review, authorization
to bid
Construction
NEXT STEPS
ITEM 6: BEACH ACCESS REPAIRS
{ City of
Carlsbad
PROPOSED ACTION
Support staff’s recommendation to the City
Council to approve the project plans
ITEM 6: BEACH ACCESS REPAIRS
18
{ City of
Carlsbad
THANK YOU
ITEM 6: BEACH ACCESS REPAIRS
19
{ City of
Carlsbad