Pacific Grove City Council
May 17, 2023

SHEET INDEX

LOVERS POINT PIER BAND-AID REPAIR

CITY OF PACIFIC GROVE LOVERS POINT PARK
APN 006-155-099, OCEAN VIEW BLVD., PACIFIC GROVE, CA 93950 A.P.N. : 006-155-099 3.06 Acres

PROJECT
SITE:

SITE
Moses Cuprill, C.E. 78904
HARO, KASUNICH & ASSOCIATES, INC.
116 East Lake
Watsonville, CA 95076
(831)722-4175

CITY OF PACIFIC GROVE
Public Works Department
Attn: Daniel Gho, Public Works Director/
Deputy City Manager
2100 Sunset Drive
Pacific Grove, CA 93950
(831) 648-5722
Plan Preparers:

Prepared for:

OWNER: CITY OF PACIFIC GROVE

LOVERS POINT PARK
OCEAN VIEW BLVD.,
PACIFIC GROVE, CA 93950

VICINITY MAP

USGS TOPOGRAPHIC MAP

NO SCALE
OBLIQUE AERIAL PHOTOGRAPH FROM 2021
OBLIQUE AERIAL PHOTOGRAPH FROM 2021 SHOWING PIER DAMAGE NO SCALE

NO SCALE

PROJECT DATA
SHEET 1 - TITLE SHEET
SHEET 2 - OBLIQUE AERIAL PHOTOS
SHEET 3 - STAGING AND ACCESS PLAN
SHEET 4 - EXISTING CONDITIONS
SHEET 5 - REPAIR SITE PLAN AND SECTIONS
SHEET 6 - EXISTING CROSS SECTIONS A & B
SHEET 7 - EXISTING CROSS SECTIONS C & D
SHEET 8 - FASCIA PATCH AND SLAB DETAILS
SHEET 9 - FOOTING AND SLAB DETAILS
SHEET 10 - GUARD AND HANDRAIL DETAILS
SHEET 11 - STRUCTURAL NOTES
SHEET 12 - GENERAL NOTES
SHEET 13 - CONSTRUCTION MANAGEMENT
& BEST MANAGEMENT PLAN PROVISIONS
SHEET 14 - SPECIAL INSPECTION NOTES
SITE
Date
Scale
Job
Drawn
MF
Sheet 1
REVISIONS BY HARO, KASUNICH AND ASSOCIATES, INC. CONSULTING CIVIL, GEOTECHNICAL & COASTAL ENGINEERS 116 EAST LAKE AVENUE WATSONVILLE, CA 95076 (831) 722-4175 03-13-2023
OF 14 SHEETS

AS SHOWN
11897 TITLE SHEET LOVERS POINT PIER INTERIM REPAIR CITY OF PACIFIC GROVE LOVERS POINT PARK APN 006-155-099, OCEAN VIEW BLVD., PACIFIC GROVE, CA 93950 100% PLANS
PGCC 5-17-23

Date
Scale
Job
Drawn
MF
Sheet 2
REVISIONS BY HARO, KASUNICH AND ASSOCIATES, INC. CONSULTING CIVIL, GEOTECHNICAL & COASTAL ENGINEERS 116 EAST LAKE AVENUE WATSONVILLE, CA 95076 (831) 722-4175 OBLIQUE AERIAL PHOTOS 03-13-2023
OF 14 SHEETS

AS SHOWN
OBLIQUE AERIAL PHOTOGRAPHS FROM MAY 23, 2022 SHOWING AREA NEEDING REPAIR

NO SCALE
11897 LOVERS POINT PIER INTERIM REPAIR CITY OF PACIFIC GROVE LOVERS POINT PARK APN 006-155-099, OCEAN VIEW BLVD., PACIFIC GROVE, CA 93950 100% PLANS
PGCC 5-17-23

ACCESS
ROUTE

WORKING
AREA

CONSTRUCTION

STAGING AREA
Date
Scale
Job
Drawn
MW
Sheet 3
REVISIONS BY HARO, KASUNICH AND ASSOCIATES, INC. CONSULTING CIVIL, GEOTECHNICAL & COASTAL ENGINEERS 116 EAST LAKE AVENUE WATSONVILLE, CA 95076 (831) 722-4175 STAGING AND ACCESS PLAN 03-13-2023
OF 14 SHEETS
NTS
11897

CONSTRUCTION ACCESS ROUTE AND STAGING AREA
GOOGLE IMAGE DATE 2/23/2021
NTS LOVERS POINT PIER INTERIM REPAIR CITY OF PACIFIC GROVE LOVERS POINT PARK APN 006-155-099, OCEAN VIEW BLVD., PACIFIC GROVE, CA 93950 100% PLANS
PGCC 5-17-23

LT WALK

SAND BEACH

MEAN HIGH WATER
ELEVATION: 4.63'
(E) ROCK/CONCRETE WALL

MONTEREY BAY
(E) RIPRAP/SAND MEAN HIGH WATER ELEVATION: 4.63'
LIGHT

UTILITY
VAULT
(E) BUILDING
(E) RIP RAP

RIPRAP/SAND
(E) CRACK IN

CONCRETE,

TYPICAL
MEAN HIGH WATER ELEVATION: 4.63'
(E) ROCK/CONCRETE WALL
(E) CONTROL JOINT
(E) JOINT (E) JOINT (E) JOINT (E) JOINT
(E) WHARF

HYDRANT
(E) RAILING
(E) RAILING
Date
Scale
Job
Drawn
MF
Sheet 4
REVISIONS BY HARO, KASUNICH AND ASSOCIATES, INC. CONSULTING CIVIL, GEOTECHNICAL & COASTAL ENGINEERS 116 EAST LAKE AVENUE WATSONVILLE, CA 95076 (831) 722-4175 EXISTING CONDITIONS 03-13-2023
OF 14 SHEETS

AS SHOWN
FEET 0 10 20 30 40
CONTOUR INTERVAL = 1 FOOT

ELEVATIONS FOR THIS SURVEY ARE BASED ON A RTK GPS TIE TO NGS BENCHMARK PID:GU-3229 (DESIGNATION 941 3450 TIDAL 3).

ELEVATIONS SHOWN ON THIS MAP ARE IN THE NORTH AMERICAN
VERTICAL DATUM OF 1988 (NAVD88).

BEARINGS FOR THIS SURVEY ARE BASED ON REALTIME KINEMATIC (RTK) GPS READINGS ON TWO CONTROL POINTS SET ONSITE FOR THIS PROJECT.

BACKGROUND IMAGERY IS AN ORTHORECTIFIED PHOTO MOSAIC.

PHOTOGRAMMETRY AND GROUND SURVEY PERFORMED ON MAY 23, 2022.

SURVEY CREATED BY ALPHA LAND SURVEYS, INC. ON JUNE 13 2022. 11897 LOVERS POINT PIER INTERIM REPAIR CITY OF PACIFIC GROVE LOVERS POINT PARK APN 006-155-099, OCEAN VIEW BLVD., PACIFIC GROVE, CA 93950 100% PLANS
PGCC 5-17-23

LT WALK

SAND BEACH

MEAN HIGH WATER
ELEVATION: 4.63'
(E) ROCK/CONCRETE WALL

MONTEREY BAY
(E) RIPRAP/SAND

MEAN HIGH WATER
ELEVATION: 4.63'
LIGHT

UTILITY
VAULT
(E) BUILDING
(E) RIP RAP

RIPRAP/SAND
0 20
0 10
0 40
0 30
0 70
0 60
0 50
0 1 00
0 90
0 80
1 0 0
10 0 20
0 10
0 40
0 30
0 70
0 60
0 50
0 1 00
0 90
0 80
1 0 0
10 (E) CRACK IN

CONCRETE,

TYPICAL
MEAN HIGH WATER ELEVATION: 4.63'
(E) ROCK/CONCRETE WALL
(E) CONTROL JOINT

LIMIT OF

NEW SLAB
(E) JOINT (E) JOINT
(E) JOINT
(E) JOINT
INSTALL NEW 10"

REINFORCED

SHOTCRETE FASCIA

ON WALL FACE
INSTALL NEW 6"

REINFORCED

SHOTCRETE FASCIA

ON WALL FACE
(E) WHARF

HYDRANT

REFORM AND RESURFACE

EXISTING STAIRS TO BE
CODE COMPLIANT. INSTALL

STAINLESS STEEL HANDRAIL
AND GUARD.
(E) RAILING
(E) RAILING

INSTALL
NEW 6"

REINFORCED

SHOTCRETE

FASCIA ON

WALL FACE

INFILL DOORWAY IN

STAIRWELL WALL &

REPAIR & RESURFACE

WALLS TO MATCH

ADJACENT EXISTING
WALLS
3'
3'
INSTALL NEW 6"

REINFORCED

SHOTCRETE FASCIA

ON WALL FACE

INSTALL NEW GUARD

INSTALL NEW GUARD
(N) HANDRAIL LIMITS

REMOVE AND
REPLACE WITH 6"
FASCIA
6" FASCIA
LIMITS

REPLACE UPPER DAMAGED

CONCRETE SECTION WITH

NEW CONCRETE FOOTING

AND INSTALL NEW GUARD
END 6" FASCIA /
BEGIN 10" FASCIA
0SECTION B

SECTION D
40 0 30
1 10
0 40
30 60
0 50

SECTION C
1 00
0 80
0 20
0 0
50 0 70
0 60
0 0
.94

1.06 0 SECTION A
0 0
20 0
10 END 10"

FASCIA /
BEGIN 6"
FASCIA
(N) CONTROL

JOINT, TYPICAL
BEGIN 6"
FASCIA
BEGIN 6"
FASCIA
BEGIN 6"
FASCIA
(N) HANDRAIL LIMITS
(N) HANDRAIL LIMITS
1 2% CROSS SLOPE
1 2% CROSS SLOPE
1% CROSS SLOPE
(N) HANDRAIL LIMITS

BEGIN (N) GUARD

END (N) GUARD

END (N) GUARD
(N) GUARD LIMITS, PER DETAIL 2 ON
SHEET 10

END (N) GUARD
BEGIN (N) GUARD 3'
3'

2.5'
6"
3'

3.5'

4.5'
INSTALL NEW 7"

MONOLITHIC

TOPPING SLAB OVER

EXISTING SLAB
DEMOLISH EXISTING SLAB 7” DEEP AND
POUR NEW 7” THICK MONOLITHIC SLAB
Date
Scale
Job
Drawn
MF
Sheet 5
REVISIONS BY HARO, KASUNICH AND ASSOCIATES, INC. CONSULTING CIVIL, GEOTECHNICAL & COASTAL ENGINEERS 116 EAST LAKE AVENUE WATSONVILLE, CA 95076 (831) 722-4175 REPAIR SITE PLAN AND SECTIONS 03-13-2023
OF 14 SHEETS

AS SHOWN
FEET
0 10 20 30 40
11897 LOVERS POINT PIER INTERIM REPAIR CITY OF PACIFIC GROVE LOVERS POINT PARK APN 006-155-099, OCEAN VIEW BLVD., PACIFIC GROVE, CA 93950 APPROXIMATE HANDRAIL AND GUARD QUANTITIES:
(N) HANDRAIL = 45± LINEAR FEET
(N) GUARD = 257± LINEAR FEET
100% PLANS
PGCC 5-17-23

-10
0 10
20 -10
0 10
20 0
20 40 60 80 100

ELEVATION
FEET
MHTL
MHTL

EXISTING RAILING
25 25

CROSS SECTION A
APPROXIMATE WATER LINE 5-23-2022 RIP RAP

EXISTING VERTICAL CONCRETE WALL

EXISTING VERTICAL

CONCRETE WALL

APPROXIMATE WATER
LINE 5-23-2022

EXISTING CONCRETE

PIER SURFACE

NEW FASCIA

3.5'
3'

NEW FASCIA (TEXTURED TO

MATCH ADJACENT SURFACE)
DEMOLISH EXISTING SLAB 7” DEEP AND
POUR NEW 7” THICK SLAB

2.5'

EXISTING RAILING

SPIRAL REBAR CAGE
2'
10"
6" ID
6" ID
NEW 2'X2.5' GUARD FOOTING
NEW 3'X3.5' GUARD FOOTING
12" 18"
SEE DETAIL C2
ON SHEET 9

SEE DETAIL B
ON SHEET 9
NEW 3'- 6" HIGH GUARD WITH 2" SCHEDULE 80 (OD 2.375")
ROUND ASTM A554 TYPE A316 STAINLESS STEELTOP & BOTTOM
WITH 3/8" DIA VERTICAL SS DOWELS @ 3- 3/4" SPACING. SEE SHEET 8
10"

APPROXIMATE

TOPOGRAPHY

RIP RAP

RIP RAP
(EXTENT

UNKNOWN)

RIP RAP
(EXTENT

UNKNOWN)
?
?

EXISTING PIER

STRUCTURE
-10
0 10
20 0
10 20
0 20 40 60

ELEVATION
FEET
MHTL

CROSS SECTION B
25 APPROXIMATE WATER LINE 5-23-2022

NEW FASCIA

3.5'

SPIRAL REBAR CAGE
6" ID

EXISTING CONCRETE

PIER SURFACE
3' 10"

EXISTING VERTICAL

CONCRETE WALL

EXISTING RAILING
25 18"
NEW 3'- 6" HIGH GUARD WITH 2" SCHEDULE 80 (OD 2.375")
ROUND ASTM A554 TYPE A316 STAINLESS STEELTOP & BOTTOM
WITH 3/8" DIA VERTICAL SS DOWELS @ 3- 3/4" SPACING. SEE SHEET 8

SEE DETAIL B
ON SHEET 9
DEMOLISH EXISTING SLAB 7” DEEP AND
POUR NEW 7” THICK SLAB

EXISTING PIER

STRUCTURE
Date
Scale
Job
Drawn
MF
Sheet 6
REVISIONS BY HARO, KASUNICH AND ASSOCIATES, INC. CONSULTING CIVIL, GEOTECHNICAL & COASTAL ENGINEERS 116 EAST LAKE AVENUE WATSONVILLE, CA 95076 (831) 722-4175 EXISTING CROSS SECTIONS A & B 03-13-2023
OF 14 SHEETS
FEET
0 4 8 12 AS SHOWN
11897 LOVERS POINT PIER INTERIM REPAIR CITY OF PACIFIC GROVE LOVERS POINT PARK APN 006-155-099, OCEAN VIEW BLVD., PACIFIC GROVE, CA 93950 100% PLANS
PGCC 5-17-23

-10
0 10
20 -10
0 10
20 0
20 40 60 80 100

SAND/RIP-RAP

RIP-RAP
MHTL

LOWER CONCRETE DECK
MHTL
25 25

CROSS SECTION C
APPROX. WATER LINE
5-23-2022 APPROXIMATE WATER
LINE 5-23-2022

EXISTING CURB

EXISTING RAILING

EXISTING VERTICAL CONCRETE WALL

NEW FASCIA
4'

SPIRAL REBAR CAGE
6" ID

EXISTING RAILING

EXISING CONCRETE

PIER SURFACE

NEW FASCIA (TEXTURED TO

MATCH ADJACENT SURFACE)
DEMOLISH EXISTING SLAB 7" DEEP AND
POUR NEW 7" THICK SLAB

2.5'
2'
6"
6" ID

EXISTING VERTICAL

CONCRETE WALL
3' 6"

RIP-RAP
18" 12"

NEW FASCIA (TEXTURED TO

MATCH ADJACENT SURFACE)

2.5'
2'
6"
6" ID

EXISTING VERTICAL

CONCRETE WALL
12"
ADD NEW 7" THICK TOPPING SLAB
SEE DETAIL C1
ON SHEET 9
SEE DETAIL C2 ON SHEET 9
NEW 3'- 6" HIGH GUARD WITH 2" SCHEDULE 80 (OD 2.375") ROUND ASTM A554 TYPE A316 STAINLESS STEELTOP & BOTTOM WITH 3/8" DIA VERTICAL SS DOWELS @ 3- 3/4" SPACING.

SEE SHEET 8

SAND / RIP

RAP (EXTENT

UNKNOWN)

RIP RAP
(EXTENT

UNKNOWN)
?
?
-10
0 10
20 -10
0 10
20 0
20 40 60 80 100

ELEVATION
FEET

SAND/RIP-RAP

RIP-RAP
MHTL
25 25

CROSS SECTION D

EXISTING VERTICAL CONCRETE WALL

APPROXIMATE WATER
LINE 5-23-2022
SAND

LOWER CONCRETE DECK

EXISTING CURB

NEW FASCIA (TEXTURED TO

MATCH ADJACENT SURFACE)

2.5'
2'
6"
6" ID
12"

EXISTING RAILING

EXISTING CONCRETE

PIER SURFACE

NEW FASCIA (TEXTURED TO

MATCH ADJACENT SURFACE)

2.5'
2'
6"
6" ID

EXISTING VERTICAL
12" CONCRETE WALL
ADD NEW 7" THICK TOPPING SLAB

EXISTING VERTICAL

CONCRETE WALL
NEW 3'- 6" HIGH GUARD WITH 2" SCHEDULE 80 (OD 2.375")
ROUND ASTM A554 TYPE A316 STAINLESS STEELTOP & BOTTOM
WITH 3/8" DIA VERTICAL SS DOWELS @ 3- 3/4" SPACING. SEE SHEET 8
SEE DETAIL C2
ON SHEET 9
SEE DETAIL C2 ON SHEET 9

RIP RAP
(EXTENT

UNKNOWN)
?

RIP RAP
(EXTENT

UNKNOWN)
Date
Scale
Job

AS SHOWN
Drawn
MF
Sheet 7
REVISIONS BY HARO, KASUNICH AND ASSOCIATES, INC. CONSULTING CIVIL, GEOTECHNICAL & COASTAL ENGINEERS 116 EAST LAKE AVENUE WATSONVILLE, CA 95076 (831) 722-4175 EXISTING CROSS SECTIONS C & D 03-13-2023
OF 14 SHEETS
FEET
0 4 8 12
11897 LOVERS POINT PIER INTERIM REPAIR CITY OF PACIFIC GROVE LOVERS POINT PARK APN 006-155-099, OCEAN VIEW BLVD., PACIFIC GROVE, CA 93950 100% PLANS
PGCC 5-17-23

Date
Scale
Job
Drawn
MF
Sheet 8
REVISIONS BY HARO, KASUNICH AND ASSOCIATES, INC. CONSULTING CIVIL, GEOTECHNICAL & COASTAL ENGINEERS 116 EAST LAKE AVENUE WATSONVILLE, CA 95076 (831) 722-4175 FASCIA PATCH AND SLAB DETAILS 03-13-2023
OF 14 SHEETS

AS SHOWN

CROSS SECTION DETAIL OF NEW

VERTICAL WALL FASCIA - TYPICAL
SCALE: 1"=1'-0"
FASCIA 6" TO 10" THICK AS

INDICATED ON PLAN & CROSS
SECTIONS. TEXTURE TO MATCH
ADJACENT SURFACES.
#3 CHROMX 4100 "L" BARS ON
24"X24" GRID - TYPICAL
18"
1/2" DRILLED HOLE WITH EPOXY
12"

EXISTING

CONCRETE

AND GROUTED

ROCK MIXTURE
#3 CHROMX 4100 BARS ON 12" OC

BOTH WAYS - TYPICAL
#3 CHROMX 4100 "L" BARS
ON 24"X24" GRID - TYPICAL
18"
1/2" DRILLED HOLE WITH EPOXY
12"

EXISTING CONCRETE

AND GROUTED ROCK

MIXTURE
#4 CHROMX 4100 BARS ON 12" OC

BOTH WAYS - TYPICAL

CONCRETE PIER SURFACE

EXISTING CONCRETE SLAB

THICKNESS VARIES

CROSS SECTION DETAIL OF NEW

CONCRETE TOPPING SLAB ON LOWER

PIER - TYPICAL

NEW CONCRETE TOPPING

SLAB OVERLAYING LOWER

PIER SURFACE (WHERE

INDICATED ON PLAN)
11897 LOVERS POINT PIER INTERIM REPAIR CITY OF PACIFIC GROVE LOVERS POINT PARK APN 006-155-099, OCEAN VIEW BLVD., PACIFIC GROVE, CA 93950 #3 CHROMX 4100 "L" BARS ON 24"X24" GRID - TYPICAL
18"
1/2" DRILLED HOLE WITH EPOXY
12"
#4 CHROMX 4100 BARS ON 12" OC

BOTH WAYS - TYPICAL

NEW CONCRETE PIER SURFACE

CROSS SECTION DETAIL OF NEW

CONCRETE SLAB ON UPPER PIER -

TYPICAL

NEW CONCRETE SLAB (DEMOLISH
UPPER 7" OF EXISTING UPPER PIER

SLAB AND REPLACE WITH NEW SLAB

WHERE INDICATED ON PLAN)

EXISTING CONCRETE

AND GROUTED ROCK

MIXTURE
SCALE: 1"=1'-0"
EPOXY
1" X 1/4" SAWCUT FILLED WITH

SEMI-RIGID EPOXY RESIN FILLER
#4 CHROMX 4100 REBAR
(E) SLAB (N) SLAB
(E) SLAB AND (N) SLAB

CONNECTION DETAIL
SCALE: 1"=1'-0"
2'
1" X 1/4" SAWCUT FILLED WITH
SEMI-RIGID EPOXY RESIN FILLER.

CONTROL JOINT LOCATION AS
INDICATED ON PLAN.
(N) MONOLITHIC SLAB,

TO BE BROOM FINISHED
7"
7"
(N) SLAB CONTROL JOINT
DETAIL
SCALE: 1"=1'-0"
SCALE: 1"=1'-0"
DETAIL 1
DETAIL 2
DETAIL 4
DETAIL 3
DETAIL 5
(N) MONOLITHIC SLAB,

TO BE BROOM FINISHED
100% PLANS
PGCC 5-17-23

Date
Scale
Job
Drawn
MF
Sheet 9
REVISIONS BY HARO, KASUNICH AND ASSOCIATES, INC. CONSULTING CIVIL, GEOTECHNICAL & COASTAL ENGINEERS 116 EAST LAKE AVENUE WATSONVILLE, CA 95076 (831) 722-4175 FOOTING AND SLAB DETAILS 03-13-2023
OF 14 SHEETS

AS SHOWN
SCALE: 1"=1'-0"
NEW 10" THICK FASCIA

3.5'
NEW 42" HIGH GUARD
6" ID 316 SS SLEEVE
3'
10"

DETAIL B
4'

2.5'
2'
6"
3' 6"
DETAIL C1
DETAIL C2

EXISTING CONCRETE PIER SURFACE
DEMOLISH EXISTING SLAB 7" DEEP AND
POUR NEW 7" THICK SLAB

EXISTING VERTICAL CONCRETE WALL
NEW 3'H x 3.5'W GUARD FOOTING.

DEMOLISH EXISTING STRUCTURE
TO ACCOMMODATE NEW FOOTING.

FILL SLEEVE WITH MARINE GRADE

ELASTOMERIC FILLER
NEW 6" THICK FASCIA (TEXTURED TO

MATCH ADJACENT SURFACE)
NEW 42" HIGH GUARD

EXISTING CONCRETE PIER SURFACE
DEMOLISH EXISTING SLAB 7" DEEP AND
POUR NEW 7" THICK SLAB

EXISTING VERTICAL CONCRETE WALL
NEW 2'H x 2.5'W GUARD FOOTING.

DEMOLISH EXISTING STRUCTURE
TO ACCOMMODATE NEW FOOTING.

FILL SLEEVE WITH MARINE GRADE

ELASTOMERIC FILLER
NEW 42" HIGH GUARD

EXISTING CONCRETE PIER SURFACE
DEMOLISH EXISTING SLAB 7" DEEP AND
POUR NEW 7" THICK SLAB
NEW 6" THICK FASCIA
NEW 12" DIA 4" PITCH SPIRAL #3 CHROMX
4100 REBAR CAGE

EXISTING VERTICAL CONCRETE WALL
NEW 3'H x 4'W GUARD FOOTING.

DEMOLISH EXISTING STRUCTURE TO
ACCOMMODATE NEW FOOTING.

FILL SLEEVE WITH MARINE GRADE
ELASTOMERIC FILLER 18"
12"
18"
6" ID 316 SS SLEEVE
6" ID 316 SS SLEEVE
NOTES:

1. CONTINUOUSLY FILLET WELD TYPE A316 STAINLESS STEEL SLEEVE TO UPPER AND LOWER

SLEEVE COLLARS

2. VERTICAL GUARD POSTS TO BE CONTINUOUS AND PENETRATE BOTH SLEEVE COLLARS.

3. GUARD POSTS AND CAP TO BE 2" SCHEDULE 80 (OD 2.375") ASTM A554 TYPE A316 STAINLESS STEEL

4. GUARD TO HAVE VERTICAL 1
2" BARS AT 4 INCH OC BETWEEN RAILING CAP AND LOWER
HORIZONTAL RAILING BAR 3.5 INCHES ABOVE CONCRETE SURFACE.

5. SAW CUT REMOVED AREAS OF DEMOLISHED CONCRETE TO PREVENT CRACKING OF ADJACENT CONCRETE WORK TO REMAIN IN PLACE.

6. DOWEL NEW FOOTINGS TO EXISTING GROUTED ROCK AND CONCRETE AS DIRECTED BY ENGINEER DURING CONSTRUCTION.
#4 CHROMX 4100 REINFORCING BAR
@ 12" O. C. BOTH WAYS WITH
STANDARD HOOKS @ ENDS
NEW 12" DIA 4" PITCH SPIRAL #3 CHROMX
4100 REBAR CAGE
#4 CHROMX 4100 REINFORCING BAR
@ 12" O. C. BOTH WAYS WITH
STANDARD HOOKS @ ENDS
NEW 12" DIA 4" PITCH SPIRAL #3 CHROMX
4100 REBAR CAGE
#4 CHROMX 4100 REINFORCING BAR
@ 12" O. C. BOTH WAYS WITH
STANDARD HOOKS @ ENDS
11897 LOVERS POINT PIER INTERIM REPAIR CITY OF PACIFIC GROVE LOVERS POINT PARK APN 006-155-099, OCEAN VIEW BLVD., PACIFIC GROVE, CA 939503.5' 2'-3"

2.4'

1.9'

3.5'

3.5'
100% PLANS
PGCC 5-17-23

8'-5 1
4 " (TEN 11-1/4" TREADS)
EXISTING LANDING EL 1.52
4"
EL 1.5
ADD NEW 7" THICK TOPPING SLAB
EL 8.47

EXISTING LOWER
CONCRETE DECK EL 7.87

NEW FASCIA (TEXTURED TO

MATCH ADJACENT SURFACE)

1.5" ROUND SCHEDULE 80 (OD 1.90")
ASTM A554 TYPE A316 STAINLESS

STEEL HANDRAIL ON INSIDE
STAIRWAY WALL @ 34" MIN TO 38"

MAX ABOVE NOSE OF TREADS
INSTALL 3'- 6" HIGH GUARD WITH 2"
SCHEDULE 80 (OD 2.375") ROUND ASTM
A554 TYPE A316 STAINLESS STEEL TOP &
BOTTOM WITH 1/2" DIA VERTICAL SS
DOWELS @ 3- 3/4" SPACING ALONG EDGE

OF DECK

NEW FASCIA (TEXTURED TO

MATCH ADJACENT SURFACE)
ADD NEW 7" THICK TOPPING SLAB
6'- 4 5/16"
(ELEVEN 6-15/16" RISERS)
EXISTING LOWER CONCRETE DECK EL 7.87
NEW LANDING EL 2.12
#4 CHROMX 4100 REINFORCING BAR @ 12" O. C.

BOTH WAYS WITH STANDARD HOOKS @ ENDS
#4 CHROMX 4100 REINFORCING
BAR @ 12" O. C. BOTH WAYS
WITH STANDARD HOOKS @
ENDS
#4 CHROMX 4100 REINFORCING BAR
@ 12" O. C. BOTH WAYS WITH
STANDARD HOOKS @ ENDS 4"
111
4 " 6
15 16" R=1
2 "
NEW SLAB EL 8.47
3'- 0"

LANDING
NEW LOWER DECK SURFACE EL 8.75
#4 CHROMX 4100 REINFORCING BAR
@ 12" O. C. BOTH WAYS WITH
STANDARD HOOKS @ ENDS
(E) UPPER CONCRETE DECK EL14.19
7'-6" (EIGHT 11-1/4" TREADS)
EXISTING LOWER CONCRETE DECK EL 8.17
ADD NEW 7" THICK TOPPING SLAB
4'- 11-7/16"
(NINE 6-5/8" RISERS)
#4 CHROMX 4100 REINFORCING BAR @ 12" O. C.

BOTH WAYS WITH STANDARD HOOKS @ ENDS

1.5" ROUND SCHEDULE 80 (OD 1.90")
ASTM A554 TYPE A316 STAINLESS

STEEL HANDRAIL ON INSIDE
STAIRWAY WALL @ 34" MIN TO 38"

MAX ABOVE NOSE OF TREADS
INSTALL 3'- 6" HIGH GUARD WITH 2"
SCHEDULE 80 (OD 2.375") ROUND ASTM
A554 TYPE A316 STAINLESS STEEL TOP &
BOTTOM WITH 1/2" DIA VERTICAL SS
DOWELS @ 3- 3/4" SPACING ALONG EDGE

OF DECK
111
4 "
1" TYP

NON-SLIP GROOVES

TO BE TOOLED INTO

WET CONCRETE BY
FINISHER 1/4"W x
1/2" D (TYP FOR ALL
STEPS)
6 5
8 "

AS SHOWN
Date
Scale
Job
Drawn
MF
Sheet 10
REVISIONS BY HARO, KASUNICH AND ASSOCIATES, INC. CONSULTING CIVIL, GEOTECHNICAL & COASTAL ENGINEERS 116 EAST LAKE AVENUE WATSONVILLE, CA 95076 (831) 722-4175 GUARD AND HANDRAIL DETAILS 03-13-2023
OF 14 SHEETS

STAIRS TO WATER FROM LOWER DECK
SCALE: 1/2"=1'-0"

STAIRS FROM UPPER PIER SURFACE TO LOWER DECK
SCALE: 1/2"=1'-0"
11897 LOVERS POINT PIER INTERIM REPAIR CITY OF PACIFIC GROVE LOVERS POINT PARK APN 006-155-099, OCEAN VIEW BLVD., PACIFIC GROVE, CA 93950

REQUIRED SAFETY

SIGNANGE AT UPPER AND

LOWER PIERS
NEW 42" HIGH GUARD ABOVE

WALKING SURFACE AND NOSE

OF TREADS
6" ID 316 SS SLEEVE
3'
18"
NEW 1.5" ROUND SCHEDULE 80 (OD 1.90")
ASTM A554 TYPE A316 STAINLESS STEEL
HANDRAIL @ NOSE OF STAIR TREADS
FILL SCHEDULE 40 - 1/4-INCH WALL
THICKNESS TYPE A316 STAINLESS STEEL

SLEEVE WITH MARINE GRADE

ELASTOMERIC FILLER
SCHEDULE 40 - 1/4-INCH WALL THICKNESS
TYPE A316 STAINLESS STEEL SLEEVE

CONTINUOUS FILLET WELD

CONTINUOUS FILLET WELD

GUARD AND HANDRAIL DETAIL
SCALE: 1"=1'-0"
NEW GUARD WITH 2" SCHEDULE
80 (OD 2.375") ROUND ASTM
A554 TYPE A316 STAINLESS

STEEL TOP AND BOTTOM WITH
1/2" DIA VERTICAL SS DOWELS
@ 3-3/4" SPACING

WALKING SURFACE
NEW 42" HIGH GUARD ABOVE

WALKING SURFACE AND NOSE

OF TREADS
2'
NEW 1.5" ROUND SCHEDULE 80 (OD 1.90")
ASTM A554 TYPE A316 STAINLESS STEEL
HANDRAIL @ NOSE OF STAIR TREADS
8"L X 3/8"DIA TYPE 316

CONCRETE SCREWS

WALKING SURFACE
6"
NEW 6" THICK FASCIA

LOWER PIER GUARD AND HANDRAIL

DETAIL AT LOWER STAIRS
SCALE: 1"=1'-0"

3.5'
NEW GUARD WITH 2" SCHEDULE
80 (OD 2.375") ROUND ASTM
A554 TYPE A316 STAINLESS

STEEL TOP AND BOTTOM WITH
1/2" DIA VERTICAL SS DOWELS
@ 3-3/4" SPACING
4"
8"
8"
4"
DETAIL 1
DETAIL 2
100% PLANS
SCALE: 1/4"=1'-0"
PGCC 5-17-23

Date
Scale
Job
Drawn
MF
Sheet 11
REVISIONS BY HARO, KASUNICH AND ASSOCIATES, INC. CONSULTING CIVIL, GEOTECHNICAL & COASTAL ENGINEERS 116 EAST LAKE AVENUE WATSONVILLE, CA 95076 (831) 722-4175 STRUCTURAL NOTES 03-13-2023
OF 14 SHEETS

AS SHOWN

STANDARD HOOKS & DEVELOPMENT LENGTH FOR TENSION BARS
90 DEGREE HOOK
BAR MIN. INSIDE EXTENSION

STRAIGHT
SIZE DIAMETER (IN.) ℓext (IN.)
NO. 3
NO. 4
NO. 5
NO. 6
NO. 7
NO. 8

2.25 3.0

3.75 4.5

5.25 6.0

4.5 6.0

7.5 9.0

10.5 12.0
180 DEGREE HOOK
BAR MIN. INSIDE EXTENSION

STRAIGHT
SIZE DIAMETER (IN.) ℓext (IN.)
NO. 3
NO. 4
NO. 5
NO. 6
NO. 7
NO. 8

2.25 3.0

3.75 4.5

5.25 6.0

2.5 2.5

2.5 3.0

3.5 4.0
ℓdh

BARS IN TENSION
BAR
SIZE
NO. 4
NO. 5
NO. 6
NO. 7

6.5 8.0

9.5 11.0
(IN.)

DEVELOPMENT LENGTH & SPLICE (BARS IN TENSION)
(fy=100 ksi & f'c=4.5 ksi)
(CLEAR SPACING OF BARS OR WIRES BEING DEVELOPED OR LAP SPLICED AT LEAST 2db AND CLEAR COVER AT LEAST db) (fy=80 ksi & f'c=4.5 ksi) ℓd
BAR
SIZE
NO. 4
NO. 5
NO. 6
NO. 7
31 39
47 68
(IN.)

CLASS B SPLICE
ℓd (IN.)

40.5 51.0

61.1 88.5
NO. 3 6.0

5. REBAR EMBEDMENT & EPOXY BONDING
A. HOLE DIMENSIONS
THE ANNULAR SPACE BETWEEN THE REBAR AND HOLE SHOULD BE AS SMALL AS POSSIBLE, YET STILL PROVIDE EASE OF PLACEMENT.

THE MINIMUM DEPTH OF EMBEDMENT SHALL BE AT LEAST 8 INCHES. LOWER STRENGTH MATERIALS IN THE EMBEDMENT ZONE WILL REQUIRE 12 TO 18 INCHES.

B. SURFACE PREPARATION
REBAR MUST BE CLEAN, DRY AND DEGREASED.

DRY DRILLING: VACUUM OR BLOW OUT HOLE USING OIL-FREE COMPRESSED AIR WET DRILLING: WASH OUT HOLE WITH CLEAN WATER TO REMOVE RESIDUE OF DRILLING SLURRY. REMOVE STANDING WATER AND ALLOW THE HOLE(S) TO DRY.

CLEAN OUT DRILLED HOLE WITH A WIRE BRUSH TO ENSURE ALL DEBRIS IS REMOVED, C. MIXING
FOR EASE OF MIXING AND HANDLING, EPOXY SHOULD BE CONDITIONED TO 70°F. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR MIXING.

D. INSTALLATION
FOR HORIZONTAL SURFACES, TWO METHODS ARE ACCEPTABLE:
1- POUR EPOXY GROUT INTO THE HOLE AND INSERT REBAR AND WORK IT UP AND DOWN. LIGHTLY TAP TO ENSURE COMPLETE EMBEDMENT. 2- INSERT REBAR INTO DRILLED HOLE AND POUR EPOXY GROUT AROUND IT. USE TEMPLATE OR WEDGES IF NECESSARY TO HOLD IN POSITION.

FOR VERTICAL AND OVERHEAD SURFACES:

PLACE EPOXY GROUT INTO DRILLED HOLE WITH HAND OR POWER OPERATED BULK CAULKING GUN WITH LARGE DIAMETER TIP AND POLYETHYLENE EXTENSION TUB. INSERT BOLT, DOWEL OR REBAR AND WORK BACK AND FORTH TO ENSURE COMPLETE EMBEDMENT. POSITION IN PLACE WITH TEMPLATE OR WEDGES IF NECESSARY.

E. CURING
THE CURE TIME IS DEPENDENT UPON THE TEMPERATURE OF THE SUBSTRATE. TO ACCELERATE CURE (VERIFY THIS WITH MANUFACTURER), PRE-HEAT BOLTS TO APPROXIMATELY 150°F (66°C) AT THE TIME OF INSTALLATION AND MAINTAIN ARTIFICIAL HEAT ON BOLT AND SURROUNDING AREA.

PLACEMENT AND COVERAGE: ENSURE THAT REINFORCEMENT AND EMBEDDED ITEMS IN STRUCTURAL WALLS ARE NOT DISTURBING PLACEMENT OF SHOTCRETE/CONCRETE. MINIMUM SHOTCRETE AND CONCRETE COVERAGE TO REINFORCEMENT SHALL BE AS NOTED IN THE DRAWINGS. ARTIFICIAL ROCK FACING SHALL BE 6" TO 10" THICK COLORED & TEXTURED SHOTCRETE.

TESTING: CONCRETE MATERIALS SHALL BE TESTED BY A TESTING AGENCY APPROVED BY THE CITY OF PACIFIC GROVE AND HKA. ONLY TESTED CONCRETE SHALL BE USED. SPECIAL INSPECTION SHALL BE PROVIDED FOR CONCRETE PER CHAPTER 17 OF THE C.B.C. MAINTAIN COMPLETE RECORDS OF PLACED CONCRETE INCLUDING:

DATE, LOCATION, QUANTITY AND TEST SAMPLES TAKEN. TAKE FOUR TEST CYLINDERS OR ONE TEST PANEL FOR SHOTCRETE PER 50 CU YARDS OF CONCRETE PLACED EACH DAY, BUT NO LESS THAN FOUR TEST CYLINDERS OR ONE SHOTCRETE PANEL FOR EACH DAY THAT CONCRETE IS PLACED.

PROTECTION: PROTECT SHOTCRETE AND CONCRETE FROM PREMATURE DRYING, MAINTAINING MINIMAL WATER

LOSS AT A RELATIVELY CONSTANT TEMPERATURE FOR A PERIOD NECESSARY FOR HYDRATION OF CEMENT AND HARDENING OF SHOTCRETE/CONCRETE. IN CASE OF EXPOSURE TO SALT WATER, WASH THE SURFACE TO RECEIVE SHOTCRETE/CONCRETE WITH POTABLE WATER JUST PRIOR TO SHOTCRETE/CONCRETE PLACEMENT.

SHOTCRETE OR GUNITE: PROPORTIONING, MIXING AND PLACEMENT OF SHOTCRETE OR GUNITE SHALL COMPLY WITH ACI 506R. LAPPING OF THE REINFORCING SPLICES ARE PERMITTED IF THE SPACING AT THE REINFORCING IS OPEN ENOUGH TO ALLOW CLEAR, UNOBSTRUCTED ACCESS TO BOTH SIDES OF THE REINFORCING. IF NOT, THE LAPPED BARS SHOULD BE SPACED AT LEAST THREE TIMES THE DIAMETER OF THE LARGEST BAR AT THE SPLICE.

CONTRACTOR SHALL HAVE A MINIMUM OF 5 YEARS EXPERIENCE WITH PROVEN PERFORMANCE RECORD ON SIMILAR TYPE OF PROJECTS, USING THE SAME QUALIFIED NOZZLEMAN, CREW AND EQUIPMENT.

BACKFORMING SHALL NOT BE PERMITTED DUE TO THE PRESENCE OF OVEREXCAVATION OR VOIDS. BACKFORMING COSTS SHALL BE INCLUDED IN THE CONTRACT PRICE. DAMPEN SURFACES TO RECEIVE SHOTCRETE. ALL REBOUND SHOTCRETE MATERIAL SHALL BE COLLECTED AND DISPOSED OF. NO SHOTCRETE MATERIAL SHALL BE DUMPED INTO OCEAN WATER OR LEFT ON BEACH. COVER SHOTCRETE WALL AREAS FOR CURING AND PROTECTION. LAYERS OF SHOTCRETE AND CONSTRUCTION JOINTS TO RECEIVE SHOTCRETE SHALL BE DAMPENED BY POTABLE WATER. IN

CASE OF EXPOSURE TO SALTWATER, WASH UNDERLYING SHOTCRETE SURFACE TO RECEIVE ADDITIONAL SHOTCRETE WITH POTABLE WATER JUST PRIOR TO ADDITIONAL SHOTCRETE PLACEMENT.

1. ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE 2019 CALIFORNIA BUILDING CODE [C.B.C.] AND ANY LOCAL CODE REQUIREMENTS. ALL DETAILS, SECTIONS AND NOTES SHOWN ON DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE, UNLESS OTHERWISE NOTED.

THE CONTRACTOR SHALL RECOGNIZE THAT THE PLANS USED FOR THE DRAWINGS MAY DIFFER FROM THE ACTUAL PHYSICAL SITE. DIMENSIONS ARE APPROXIMATE. CHECK ALL DIMENSIONS IN RELATION TO SITE CONDITIONS PRIOR TO STARTING WORK. THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES. ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER AND SHALL BE RESOLVED BEFORE PROCEEDING WITH THE WORK. DURING THE CONSTRUCTION PHASE THE CONTRACTOR IS RESPONSIBLE FOR THE SAFETY OF CONSTRUCTION AND PERSONNEL.

PROVIDE ADEQUATE SHORING, BRACING, IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES.

2. DESIGN OF THE INTERIM REPAIR OF THE LOVERS POINT PIER IS BASED ON RECOMMENDATIONS PROVIDED BY HARO, KASUNICH AND ASSOCIATES , INC. (HKA), GEOTECHNICAL AND COASTAL ENGINEERS, WATSONVILLE, CA (PROJECT NO.

M11897.2). ANY STRUCTURAL DRAWINGS OR DETAILS NOT PREPARED BY HKA SHALL BE REVIEWED AND APPROVED BY HKA PRIOR TO CONSTRUCTION. EXISTING CONCRETE AND GROUTED ROCK SURFACES SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER AND APPROVED PRIOR TO PLACEMENT OF STEEL AND CONCRETE.

6. GEOTECHNICAL ENGINEER'S RECOMMENDATIONS
EPOXY BONDED REBAR MUST BE INSTALLED AND GROUTED IN THE PRESENCE OF HKA.

CONCRETE SHALL BE SAMPLED AND TESTED AS PROVIDED ELSEWHERE IN THESE NOTES (SEE SHEET 14).

SHOTCRETE APPLICATION SHALL BE OBSERVED BY THE HKA AND SHALL BE SAMPLED AND TESTED AS REQUIRED BY THE ENGINEER (SEE SHEET 14).

SHEET 14 CONTAINS A SPECIAL INSPECTION SCHEDULE WITH FREQUENCY OF INSPECTIONS NOTED.

7. INSPECTIONS

THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR ALL INSPECTIONS REQUIRED BY THE CITY OF PACIFIC GROVE BUILDING DEPARTMENT AND HKA INCLUDING ANY REQUIRED SPECIAL INSPECTIONS. SPECIAL INSPECTIONS INCLUDE STRUCTURAL CONCRETE TESTING AND SHOTCRETE TESTING. NOTE THE FOLLOWING REGARDING THE STRUCTURAL OBSERVATION:

A. PRIOR TO COMMENCEMENT OF OBSERVATIONS, THE STRUCTURAL OBSERVER SHALL SUBMIT TO THE BUILDING OFFICIAL A WRITTEN STATEMENT IDENTIFYING THE FREQUENCY AND EXTENT OF STRUCTURAL OBSERVATION.

B. PROVIDE NOTES AND SPECIFICATIONS ON THE PLANS INDICATING WHICH SIGNIFICANT CONSTRUCTION STAGES, INCLUDING THE COMPLETION OF THE STRUCTURAL SYSTEM, ARE TO BE VISUALLY OBSERVED. [§1705 CBC] C. AT THE CONCLUSION OF WORK INCLUDED IN THE PERMIT, THE STRUCTURAL OBSERVER SHALL SUBMIT TO THE

BUILDING OFFICIAL A WRITTEN STATEMENT THAT THE SITE VISITS HAVE BEEN MADE AND IDENTIFY ANY

REPORTED DEFICIENCIES WHICH, TO THE BEST OF THE STRUCTURAL OBSERVER'S KNOWLEDGE, HAVE NOT BEEN CORRECTED.

3. SHOTCRETE AND CONCRETE
A. CONTRACTOR IS REQUIRED TO PROVIDE TEST PANEL PRIOR TO PLACEMENT AT THE SITE TO DEMONSTRATE PROPER

MIX DESIGN
B. STRENGTH: SHOTCRETE AND CONCRETE SHALL DEVELOP A 28-DAY MINIMUM ULTIMATE COMPRESSIVE STRENGTH AS FOLLOWS:

ARTIFICIAL ROCK FASCIA 5,000 PSI
B. SHOTCRETE AND CONCRETE MIXES: PROVIDE THE FOLLOWING:

PORTLAND CEMENT: ASTM-A150, TYPE II, 8 SACKS/CY. MINIMUM.

POZZOLAN: MAY BE A MAXIMUM OF 20% OF THE 8 SACKS/CY. OF CEMENT.

AIR ENTRAINMENT: NOT ALLOWED FOR ANY SHOTCRETE OR CONCRETE.

4. REINFORCING STEEL
ALL REINFORCING STEEL SHALL BE CHROMX 4100 BY MMFX TECHNOLOGIES CONFORMING TO ASTM A1035/A 1035M GRADE 100. TIE WIRE SHALL BE 16 GA. ANNEALED WIRE. REINFORCING STEEL SHALL BE EPOXY COATED. REBAR SHALL BE RIGIDLY HELD IN PLACE WITH APPROVED DEVICES PRIOR TO PLACEMENT OF SHOTCRETE AND CONCRETE. USE PLASTIC REBAR CHAIRS AND BOLSTERS WITH STRENGTH TO WITHSTAND 300 LBS. CONCENTRATED LOAD WITHOUT PERMANENT DEFORMATION OR BREAKAGE. HOOKS, BENDS, FABRICATION AND PLACING SHALL BE IN ACCORDANCE WITH THE "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURE" ACI NO. 315. REINFORCEMENT SHALL BE PROTECTED FROM SALT WATER MIST BY PROVIDING ADEQUATE BLANKET COVERING. REMOVE COVER JUST PRIOR TO SHOTCRETE/CONCRETE PLACEMENT. IN CASE OF EXPOSURE TO SALT WATER, WASH STEEL REINFORCEMENT WITH POTABLE WATER JUST PRIOR TO PLACEMENT.

SHOTCRETE AND CONCRETE SHALL BE MACHINE MIXED. SUBMIT CONCRETE MIX DESIGNS TO ENGINEERS FOR APPROVAL.

MAX. WATER-SOLUBLE
CHLORIDE ION IN CONC.
3/8 MAX (PEAGRAVEL OK)

0.40 MAX
NO
NO
8 MIN
5,000 PSI MIN

SEALER REQUIRED

WATER REDUCER

MAX WATER/CEMENT

AGGREGATE

ACCELERATOR

INTEGRAL COLOR

SACKS OF CEMENT

STRENGTH
15% OF CEMENTITIOUS MATERIAL

SHOTCRETE FASCIA

0.15 PERCENT BY WEIGHT OF CEMENT
CONCRETE/SHOTCRETE TO COMPLY WITH ACI 318-22, TABLE 4.3.1 FOR EXPOSURE CLASS C2

CONTRACTOR TO SUBMIT TEST RESULTS INDICATING MIX DESIGN COMPLIES WITH MAXIMUM WATER-SOLUBLE

CHLORIDE ION CONTENT IN CONCRETE PRIOR TO POUR OF CONCRETE AND/OR APPLICATION OF SHOTCRETE GRADE 100 REINF. COVER 3 INCH MIN

8. HANDRAILS AND GUARDRAILS
HANDRAILS SHALL BE 1.5" INCH ROUND SCHEDULE 80 ASTM A554 TYPE A316 STAINLESS STEEL AS MANUFACTURED AND INSTALLED BY "AGS STAINLESS" OR APPROVED EQUIVALENT. GUARDS SHALL BE 2" SCHEDULE 80 ROUND ASTM A554 TYPE A316 STAINLESS STEEL MANUFACTURED AND INSTALLED BY "AGS STAINLESS" OR APPROVED EQUIVALENT.
ℓdh ℓext
db
ℓdh
ℓext
db

POINT OF WHICH

BAR IS DEVELOPED
180
° DIAMETER BEND
(6db NO. 3 THRU NO. 8)
(8db NO. 9 THRU NO. 11)

GREATER OF
4db & 2.5 IN.

NOT WITHOUT ENG APPROVAL

OK IF NEEDED
NO. 3 24 32.0
11897
MAX. WATER-SOLUBLE
CHLORIDE ION IN CONC.

FLY ASH (POZZOLAN)
3/4 MAX

0.40 MAX
NO
NO
8 MIN
5,000 PSI MIN

SEALER REQUIRED

WATER REDUCER

MAX WATER/CEMENT

AGGREGATE

ACCELERATOR

INTEGRAL COLOR

SACKS OF CEMENT

STRENGTH
15% OF CEMENTITIOUS MATERIAL

CONCRETE SLABS, BEAMS, AND STAIRS

0.15 PERCENT BY WEIGHT OF CEMENT
GRADE 100 REINF. COVER 3 INCH MIN

NOT WITHOUT ENG APPROVAL

OK IF NEEDED

MAX SLUMP

AIR CONTENT
4 +/- 1 INCHES
1-2% MAXIMUM (ENTRAPPED AIR ONLY)
SILICA FUME (MINERAL ADMIXTURE) 10% OF CEMENTITIOUS MATERIAL

FLY ASH (POZZOLAN)

MAX SLUMP

AIR CONTENT
2 +/- 1 INCHES
1-2% MAXIMUM (ENTRAPPED AIR ONLY)
SILICA FUME (MINERAL ADMIXTURE) 10% OF CEMENTITIOUS MATERIAL

PLASTICIZER NOT PERMITTED
PLASTICIZER AS SPECIFIED BY READY MIX COMPANY LOVERS POINT PIER INTERIM REPAIR CITY OF PACIFIC GROVE LOVERS POINT PARK APN 006-155-099, OCEAN VIEW BLVD., PACIFIC GROVE, CA 93950 100% PLANS

CORROSION INHIBITOR PER MANUFACTURER SPEC

CORROSION INHIBITOR PER MANUFACTURER SPEC
PGCC 5-17-23

Date
Scale
Job
Drawn
MF
Sheet 12
REVISIONS BY HARO, KASUNICH AND ASSOCIATES, INC. CONSULTING CIVIL, GEOTECHNICAL & COASTAL ENGINEERS 116 EAST LAKE AVENUE WATSONVILLE, CA 95076 (831) 722-4175 GENERAL NOTES 03-13-2023
OF 14 SHEETS

GENERAL NOTES

PURPOSE AND OVERVIEW
The purpose of the Lovers Point Pier Interim Repair Project (Project) is to provide short-term structural repairs to the exterior of the Lovers Point Pier in Pacific Grove, CA to maintain the integrity of the core of the pier, and to replace the perimeter railing and stairways for public safety.

FREQUENTLY ASKED QUESTIONS AND THEIR ANSWERS
1) What heavy machinery is proposed to be used and at which phases of construction is heavy equipment required? Equipment will be determined after selection of the Contractor. 2) Where is the construction staging area? Will construction equipment and materials be stored on the beach? The staging area will be the parking lot delineated on Sheet 3, Staging and Access, per City request on 1/31/2023. 3) Will the construction be done primarily from the blufftop above, or will construction primarily take place from the pier?
Not applicable to this Project.
4) If construction will take place from the pier, how will heavy equipment gain access to the construction area? The Contractor will drive equipment down to the pier via the access route delineated in Sheet 3, Staging and Access.

The Contractor will remove the equipment from the pier at the end of each work day. 5) How much of the adjacent park and beach areas will be impacted by construction activities and for how long? The area of the project where active construction operations are being performed should remain closed to public access during the work due to safety concerns. The Contractor is anticipating +/- (TBD) working days to complete their work. This will be adjusted as necessary to take advantage of favorable tide and daylight conditions and will be impacted by unfavorable conditions. The actual duration will be governed by these conditions. 6) If public access will be closed during construction, please describe why it will be necessary to close public access and the estimated duration of the closure.

As explained above, the pier area should remain closed to public access for the duration of the project to allow for public safety. When conditions are safe for the public to enter the work area, those areas will be reopened for public use.
7) Will construction equipment and activities enter the waters of the Monterey Bay? The Contractor does not anticipate entering the water with any equipment. Contractor shall utilize means and methods to protect the waters of Monterey Bay and prevent any debris or wet concrete from entering those waters. 8) What will the duration and timing of construction be? The duration of construction will be determined by the Contractor. The Contractor shall develop a schedule that is coordinated with the City of Pacific Grove Public Works Department prior to the start of construction an shall provide that schedule to the Engineer. The schedule for completing the required work may be dependent on tide levels and ocean wave runup and will be determined once all permits are in hand.

MARINE PROTECTION
To prevent any impacts upon the marine habitat, no non-native spoils or debris shall be allowed to enter these areas or shall be allowed to adversely impact the beach or enter the tidal waters. Under no circumstances shall use of equipment be allowed seaward of the Mean High Tide Line in areas where water is present. Equipment and vehicle use on the beach during construction shall be minimized. Contractor employee parking shall be permitted in designated parking areas only. Although construction activity will occur on the beach and near ocean areas, such activity must be strictly confined to the area where work is required. Any areas of loose or unstable soil must be stabilized immediately. Any heavy equipment operation must be conducted with care near the edge of the water to prevent damage to the habitat. Care must be taken so the inland and beach areas outside the work area are not damaged during construction. If a fuel or lubricant spill occurs, immediate notification of the Engineer and appropriate authorities shall be made. Any equipment driven onto the beach should be well maintained and inspected daily to verify that there are no fuel, hydraulic fluid or lubricant leaks.

ACCESS PROTECTION
The proposed access route is on The City of Pacific Grove property. Impacts to the access route must be minimized.

The impacts to beach access and residential access must be minimized. Appropriate signage shall be used to make sure that beach users know what to do as they approach the work sites. The Contractor shall be responsible for the restoration of the access route and staging area to its original condition. The Contractor shall use access routes and staging areas as directed by the Owner and shall repair access routes and staging areas to pre-project condition or better as directed by the Owner. The Contractor shall not close or obstruct streets, walks, drives or other occupied or used spaces or facilities without the written permission of the Owner. Underground utilities are located under the access route and shall be protected from damage.

EXAMINATION OF JOB SITE, PLANS AND SPECIFICATIONS
A. The Contractor shall carefully examine the work site and the Plans and Specifications. The submission of a bid shall be conclusive evidence that the Contractor has investigated and is satisfied as to the conditions to be encountered, as to the character, quality, and scope of work to be performed, the quantities of materials to be furnished and as to the requirements of the Geotechnical and Coastal Engineering Investigation and Plans and these Specifications. The plans consist of 14 sheets.

B. The City of Pacific Grove is the Owner of the Project Area. Haro, Kasunich and Associates, Inc. (HKA), Consulting Geotechnical, Coastal and Civil Engineers, is the Engineer for the Project and will represent the Owner during design and construction of the Project.

C. The contractor shall recognize that the plans used for the drawings of the Pier Structure may differ from the actual physical site. Dimensions are approximate. Before proceeding with the work, it shall be the Contractor's responsibility to check the site in relation to the drawings and specifications. Report any discrepancies to the Owner and the Engineer.

D. The Contractor must attend a pre-bid meeting with the Engineer prior to submitting a proposal to complete the proposed work. The Contractor will be required to attend a pre-construction meeting with the Engineer prior to the commencement of construction. The purpose of these meetings is so the Contractor may ask questions concerning the work and to make sure the Contractor understands the permit conditions and environmental constraints.

COMPLIANCE WITH CODES:

A. All construction and materials shall be as specified and as required by the 2022 California Building Code, the Building Code Standards, locally enforced codes and authorities. All articles, materials and equipment shall be installed, applied and connected as directed by the manufacturer's latest written specifications except where otherwise noted.

B. The Contractor shall be fully informed of all applicable codes, laws, ordinances and regulations of any jurisdiction or authority, and shall adhere strictly thereto. Compliance with all laws, ordinances and regulations of Federal, State, County and Local agencies shall take precedence over all other Contract documents.

INSPECTIONS AND MAINTENANCE
HKA shall be called to perform construction observation and to make a final inspection of the site to assure that the work is completed according to plan. Winter storm inspections shall be conducted to identify problem areas and assess the need for corrective actions. Written documentation should be maintained that notes inspection dates, corrective actions needed and corrective actions taken. The Owner and their representatives shall have the right to inspect any material brought to the job site and shall have the right to reject any materials deemed defective or not conforming to the specifications. HKA shall be called to perform construction observation and to make a final inspection of the drainage and erosion control facilities to assure that the work is completed according to plan. Written documentation should be maintained that notes inspection dates, corrective actions needed and corrective actions taken.

NOTIFICATION OF ENGINEER
The Engineer should be notified at least fourteen (14) working days prior to any site clearing or grading so that the work in the field can be coordinated with the grading contractor, and arrangements for surveying, testing and observation can be made.

TIMETABLE
These plans show the proposed work to be implemented after review and approval from the City of Pacific Grove.

WORK HOUR RESTRICTIONS
Tidal conditions may restrict the available work hours. Wave runup related flood conditions may restrict the available work time. Hours of operation or movement of heavy construction equipment shall be limited to between 8:00 a.m. and 6:00 p.m., Monday through Saturday. Such operations shall not occur on Sundays or holidays unless otherwise approved by the City of Pacific Grove.

NOISE CONTROL
All equipment that will operate at the project site shall be equipped with residential type mufflers.

SITE DISTURBANCE
Disturbance of the property beyond the limits of the necessary work area shall be avoided. Sensitive habitat exists immediately adjacent to the work area. The Contractor should expect regulatory agencies to be particularly concerned about any impacts outside the work area.

STAKING AND LOCATION

1. A surveyor shall locate design locations and mark with stakes prior to construction, for review by Engineer and use during construction by contractor. The contractor shall pay for staking.

2. Reference points will be established by the Engineer or by the Surveyor. These reference points will be used to control placement of the structures relative to cultural features and to elevation. It shall be the Contractor's responsibility to furnish and set such additional marks and stakes as is determined necessary to establish lines and grades required for the completion of the work specified, as shown on the plans. The contractor shall have a grade checker on site to check elevations and control the position of the work.

3. Local survey control: Spikes will be set for use as elevation control points. Do not disturb spikes. The vertical elevation datum is NAVD1988.

DRAINPIPES AND UNDERGROUND UTILITIES
Existing drainpipes and underground utilities within the work area shall be located by the Contractor and avoided and/or protected during construction.

A. The Contractor shall locate, identify, and protect utilities from damage. Location of existing utilities shown on plans is approximate. The existing underground utility locations are not shown on the plans. The Contractor is responsible for locating all existing utilities prior to starting work and protecting utilities throughout course of work.

The locations of any existing drain facilities shown on the plans are approximate. The contractor shall verify locations and protect in place, if within the limits of work. The contractor shall plug, cap, or reconnect /reinstall existing drainage facilities damaged during construction, as directed by engineer.

B. The Contractor shall not interrupt utilities serving occupied or used facilities without the written permission of the Owner and authorities having jurisdiction. If necessary, provide temporary utilities.

C. The Contractor shall notify the Owner prior to shut-off of existing utilities.

GRADING
No grading of earth materials is proposed as part of the project. Some demolition of concrete materials will occur.

Demolished concrete materials shall be removed from the site and disposed of at an approved disposal site. No concrete rubble derived from demolition shall be allowed to enter the ocean waters.

EROSION CONTROL
During construction, erosion control measures shall be in place. These construction measures shall be in the form of dust control, straw mulch, straw bales and wattles placed at the appropriate areas of work as approved by the Engineer.

SUPPLEMENTAL RECOMMENDATIONS
If undesirable conditions are encountered during construction, or if the proposed construction will differ from that planned at this time, Haro, Kasunich and Associates, Inc., shall be notified so that supplemental recommendations can be given.

Deleterious Materials: The Contractor shall carefully excavate all materials necessary, of whatever nature, for construction of the work. Any material of an unsuitable or deleterious nature discovered during excavation shall be brought to the attention of the Geotechnical Engineer before proceeding with the work.

Voids: Any voids exposed during excavation work shall be backfilled as directed by the Engineer.

Excavation: Sands, soils and bedrock materials excavated during construction shall be exported to an approved dumpsite, as directed by the Engineer.

Temporary Cut Slopes: Maximum gradients shall not exceed 1.0:1.0 (H:V), except in hard bedrock. Temporary cut slopes must be inspected by the Engineer during excavation, to determine the need for temporary shoring or temporary underpinning of adjacent retaining structures and/or improvements. The Contractor shall be required to implement shoring as required by the Engineer and as required by OSHA and other regulatory agencies.

Drainage Pipes: All drainage discharge locations shall be approved by the Engineer.

DUST CONTROL
For dust control purposes, watering of exposed surfaces during clearing, excavation, stockpiling and grading, and in the late morning and the end of each workday shall be done. Grading activities shall be prohibited during periods of high winds greater than 30 miles an hour.

EROSION CONTROL
During construction, erosion control measures shall be in place in areas to be graded, as well as around the stockpiled soils. These construction measures shall be in the form of dust control, straw mulch, straw bales and wattles and/or silt fences placed at the appropriate areas of work as directed by the Engineer.

SUPPLEMENTAL RECOMMENDATIONS
If undesirable conditions are encountered during construction, or if the proposed construction will differ from that planned at this time, our firm shall be notified so that supplemental recommendations can be given.

AS SHOWN
11897 LOVERS POINT PIER INTERIM REPAIR CITY OF PACIFIC GROVE LOVERS POINT PARK APN 006-155-099, OCEAN VIEW BLVD., PACIFIC GROVE, CA 93950 100% PLANS
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REVISIONS BY HARO, KASUNICH AND ASSOCIATES, INC. CONSULTING CIVIL, GEOTECHNICAL & COASTAL ENGINEERS 116 EAST LAKE AVENUE WATSONVILLE, CA 95076 (831) 722-4175 CONSTRUCTION MANAGEMENT & BEST MANAGEMENT PLAN PROVISIONS 03-13-2023
OF 14 SHEETS

CONSTRUCTION MANAGEMENT PLAN PROVISIONS
The Lovers Point Pier Repair Project (Project) proposes short-term structural repairs to the exterior of the pier to maintain the integrity of the core of the pier, and replacement of the perimeter railing and stairways for public safety. The Project would include replacement of approximately 165 linear feet of railing on the upper platform, replacement of approximately 85 linear feet of low-profile bull rail on the lower platform, and reconstruction of the concrete stairs and topping slab on both the upper and lower pier platforms. The Project would also include installing up to 2,000 square feet (up to 40 cubic yards) of reinforced shotcrete around the perimeter of the pier to protect the integrity of the pier. Reconstruction of the topping slab includes removing 7 inches of the topping slab (walking surface) concrete on both the upper pier platform (approximately 1,150 square feet) and lower pier platform (approximately 900 square feet), doweling into the existing remaining concrete slab, and installing new reinforced concrete slab of same thickness. The reconstructed stairways will be built to current code standards and include guardrails and handrailing.

The Lovers Point Pier repair project would occur in a single phase and be scheduled to minimize impacts during the busy summer months between Memorial Day and Labor Day. The construction staging area will be located in the adjacent park and fenced off from the public, and have a contractor trailer, temporary utilities, and gated entrance.

The Project is within City limits and is a public area that falls under the City's recently updated Local Coastal Plan (LCP). The Project construction laydown and staging area will be in the adjacent park open space area and repairs are anticipated to be performed with only land-based equipment. The construction laydown and staging area is approximately 1,000 square feet, as shown in Sheet 3.

Installation of the pier perimeter shotcrete will be done only during low tide and scaffolding will be installed on the sides of the pier for over water work. Construction best management practices (BMPs) will be implemented during the duration of the Project and include prevention measures related to over water work and the protection of adjacent waterways. Traffic along Ocean View Boulevard will be maintained except during material transfers during demolition and construction.

The Project shall conform to requirements of these plans and specifications, as well as permit obtained for the project with the more stringent requirements taking precedence.

All work shall take place during daylight hours, and lighting of the beach and ocean area is prohibited.

Grading of intertidal areas is prohibited, except removal of existing debris, concrete, rubble, etc., is allowed in these areas.

Construction (including but not limited to construction activities, and materials and/or equipment storage) is prohibited outside of the defined construction, staging, and storage areas.

Equipment washing, servicing, and refueling shall not take place on the beach, and shall only be allowed at a designated inland location.

Appropriate best management practices shall be used to ensure that no spills of petroleum products or other chemicals take place during these activities. Spill kits will be placed onsite.

The construction site shall maintain good construction site housekeeping controls and procedures (e.g., clean up all leaks, drips, and other spills immediately; keep materials covered and out of the rain, including covering exposed piles of soil and wastes; dispose of all wastes properly, place trash receptacles on site for that purpose, and cover open trash receptacles during wet weather; remove all construction debris from the beach; etc.).

All erosion and sediment controls shall be in place prior to the commencement of construction as well as at the end of each workday. As needed, silt fences, or equivalent apparatus, shall be installed at the perimeter of the construction site to prevent construction-related runoff and/or sediment from entering into Monterey Bay.

All public recreational use areas and all beach access points impacted by construction activities shall be restored to their pre-construction condition or better within three days of completion of construction.

The Permittee shall notify planning staff of the Coastal Commission's Central Coast District Office at least three working days in advance of commencement of construction or maintenance activities and immediately upon completion of construction or maintenance activities.

Minor adjustments to these construction requirements may be allowed by the Executive Director if such adjustments: (1) are deemed reasonable and necessary; and (2) do not adversely impact coastal resources.

ADDITIONAL CONSTRUCTION REQUIREMENTS
Nothing in these additional construction requirements shall change the need to comply with the Coastal Commission requirements listed above. If questions arise, request clarification from the Project Engineer or Engineering Geologist.

Construction access shall be as directed by owner. Impacts to the access route must be minimized and disturbance along the access route must be restored to pre-construction conditions upon project completion. The following provisions shall apply to the work.

Any debris generated during construction shall be removed from the site.

All work shall take place during daylight hours and lighting of the beach area is prohibited unless, due to extenuating circumstances, the City of Pacific Grove Public Works Director or Executive Director of the California Coastal Commission authorizes non-daylight work and/or beach area lighting.

Construction work and equipment operations shall not be conducted seaward of the mean high water line, with the exception of removal of the existing rip rap that is seaward of the mean high water line.

All construction equipment shall remain as far landward as possible, and shall avoid contact with ocean waters and intertidal areas.

All erosion and sediment controls shall be in place prior to the commencement of construction as well as at the end of each work day.

Silt fences, or equivalent apparatus, may be installed at the perimeter of the construction site to prevent construction related runoff and/or sediment from entering into the Pacific Ocean. Fencing may be used on the beach for erosion and sediment controls as necessary to contain rock and/or sediments at the project site.

All construction materials and equipment placed on the beach shall be stored beyond the reach of waves and extreme tides, and shall be removed from the beach if necessary to avoid inundation. Materials that remain on the beach overnight must be located in the dry sand back shore area, as close to the toe of the bluff as possible. The extent of overnight storage areas shall be kept the minimum necessary.

No fueling, or fuel storage shall be allowed on the beach at any time.

The Contractor (and Permittee) shall monitor weather forecasts and move all construction equipment and materials off of the beach in advance of storm or extreme tidal events.

Construction (including but not limited to construction activities, and materials and/or equipment storage) is prohibited outside of the defined construction, staging, and storage areas.

No work shall occur on the pier during weekends or Holidays unless, due to extenuating circumstances (such as tidal issues or other environmental concerns), and the City of Pacific Grove Public Works Director or Executive Director of the California Coastal Commission authorizes such work.

All heavy equipment used for concrete pouring shall be set at least 25 feet landward of the pier entrance and shall use flexible hoses or articulated booms to deliver concrete to the project site. Other heavy equipment may be used periodically atop the pier, but shall be removed from the pier when not in use.

Equipment washing, refueling, and/or servicing shall not take place on the beach, or within 50 feet of the shoreline.

Petroleum products and other hazardous materials will be kept on paved roads or a distance of at least 50 feet from the shoreline.

The construction site shall maintain good construction site housekeeping controls and procedures (e.g., clean up all leaks, drips, and other spills immediately; keep materials covered and out of the rain (including covering exposed piles of soil and wastes); dispose of all wastes properly, place trash receptacles on site for that purpose, cover open trash receptacles during wet weather, remove any construction debris from the beach).

All areas of beach disturbed by construction activities shall be restored to their original pre-construction condition. Upon completion of construction, the access route and staging area shall be restored to their original condition.

At all times during project construction activities, copies of each of the following shall be maintained in a conspicuous location at the construction job site (where such copies shall be available for public review) and all persons involved with the construction shall be briefed on the content and meaning of each prior to commencement of construction: (a) the signed coastal development permit; (b) the approved final plans; and (c) the approved construction management plan.

MARINE PROTECTION
To prevent any impacts upon the marine habitat, no overburden or wet cement may be allowed to adversely impact the beach or enter the tidal zone. Under no circumstances shall use of equipment be allowed seaward of the mean high tide line when seawater is present.

Any areas of loose or unstable soil must be stabilized immediately after other portions of the project are finished. Any heavy equipment operation must be conducted with care near any bluff edges to prevent the destabilization of the substrate and additional erosion. Care must be taken so coastal bluffs outside the work area are not damaged during construction.

CONSTRUCTION COORDINATOR
Contractor shall provide a construction coordinator that can be contacted during construction, should questions arise during construction (in case of both regular inquiries and in emergencies). Their contact information (including their address and 24 hour phone numbers) shall be conspicuously posted at the job site in a manner so that the contact information is readily visible from public viewing areas. The posting shall indicate that the construction coordinator should be contacted to answer questions that arise during construction (in case of both regular inquiries and in emergencies). The construction coordinator shall record the name, phone number, nature of all complaints (if any) received during construction, and shall investigate complaints and take remedial action, if necessary, within 24 hours of receipt of the complaint or inquiry.

BEST MANAGEMENT PLAN PROVISIONS
Appropriate protocols shall be implemented to manage all construction-phase Best Management Practices (including installation and removal, ongoing operation, inspection, maintenance, and training), to protect coastal water quality. The Contractor shall provide the SWPPP for the project. Additional Best Management Practices shall include the following:

Best Management Practices:

A. Minimize Erosion and Sediment Discharge. During construction, erosion and the discharge of sediment off-site or into coastal waters shall be minimized through the use of appropriate Best Management Practices including:

1. Land disturbance during construction (e.g., clearing, grading, and cut-and-fill) shall be minimized, and grading activities shall be phased, to avoid increased erosion and sedimentation.

2. Erosion Control Best Management Practices (such as mulch, soil binders, geotextile blankets or mats, or temporary seeding) shall be installed as needed to prevent soil from being transported by water or wind. Temporary Best Management Practices shall be implemented to stabilize soil on graded or disturbed areas as soon as feasible during construction, where there is a potential for soil erosion to lead to discharge of sediment off-site or to coastal waters. This should be done where staging, access, and construction activities occur.

3. Sediment Control Best Management Practices (such as silt fences, fiber rolls, sediment basins, inlet protection, sand bag barriers, or straw bale barriers) shall be installed as needed to trap and remove eroded sediment from runoff, to prevent sedimentation of coastal waters. This should be done where staging, access, and construction activities occur.

B. Minimize Discharge of Construction Pollutants. The discharge of other pollutants resulting from construction activities (such as chemicals, paints, vehicle fluids, petroleum products, asphalt and cement compounds, debris, and trash) into runoff or coastal waters shall be minimized through the use of appropriate Best Management Practices, including:

1. Materials Management and Waste Management Best Management Practices (such as stockpile management, spill prevention, and good housekeeping practices) shall be installed or implemented as needed to minimize pollutant discharge and polluted runoff resulting from staging, storage, and disposal of construction chemicals and materials. Best Management Practices shall include, at a minimum:
a) Covering stockpiled construction materials, soil, and other excavated materials to prevent contact with rain, and protecting all stockpiles from stormwater runoff using temporary perimeter barriers. b) Cleaning up all leaks, drips, and spills immediately; having a written plan for the clean-up of spills and leaks; and maintaining an inventory of products and chemicals used on site.
c) Proper disposal of all wastes; providing trash receptacles on site; and covering open trash receptacles during wet weather. d) Prompt removal of all construction debris from the beach. e) Detaining, infiltrating, or treating runoff, if needed, prior to conveyance off-site during construction.

2. Fueling and maintenance of construction equipment and vehicles shall be conducted off site if feasible. Any fueling and maintenance of mobile equipment conducted on site shall not take place on the beach, and shall take place at a designated area located at least 50 feet from coastal waters, drainage courses, and storm drain inlets, if feasible (unless those inlets are blocked to protect against fuel spills). The fueling and maintenance area shall be designed to fully contain any spills of fuel, oil, or other contaminants.

Equipment that cannot be feasibly relocated to a designated fueling and maintenance area (such as cranes) may be fueled and maintained in other areas of the site, provided that procedures are implemented to fully contain any potential spills, such as fueling the equipment with an impermeable visqueen catchment apron designed to capture any possible spills.

C. Minimize Other Impacts of Construction Activities. Other impacts of construction activities shall be minimized through the use of appropriate Best Management Practices, including:

1. The damage or removal of non-invasive vegetation (including trees, native vegetation, and root structures) during construction shall be minimized, to achieve water quality benefits such as transpiration, vegetative interception, pollutant uptake, shading of waterways, and erosion control.

2. Soil compaction due to construction activities shall be minimized, to retain the natural stormwater infiltration capacity of the soil.

3. The use of temporary erosion and sediment control products (such as fiber rolls, erosion control blankets, mulch control netting, and silt fences) that incorporate plastic netting (such as polypropylene, nylon, polyethylene, polyester, or other synthetic fibers) shall be avoided, to minimize wildlife entanglement and plastic debris pollution.

D. Minimize Impact of Construction In, Over, or Adjacent to Coastal Waters and Habitat. Construction shall protect the coastal waters and habitat by implementing Best Management Practices, including:

1. No construction equipment or materials (including debris) shall be allowed at any time within the tidelands when ocean water is present there.

2. Construction activity shall not be conducted seaward of the Mean High Tide Line, unless tidal waters have receded, and the area is part of the authorized work area.

3. All work shall take place during daylight hours, and lighting of the beach and ocean area is prohibited.

4. All construction equipment and materials placed on the beach during daylight construction hours shall be stored beyond the reach of tidal waters.

5. Tarps or other devices shall be used to capture debris, dust, oil, grease, rust, dirt, fine particles, and spills to protect the quality of coastal waters.

6. All erosion and sediment controls shall be in place prior to the commencement of construction, as well as at the end of each workday. At a minimum, if grading is taking place, sediment control Best Management Practices shall be installed at the perimeter of the construction site to prevent construction-related sediment and debris from entering the ocean, waterways, natural drainage swales, and the storm drain system, or being deposited on the beach. Natural beach sand, cobbles, and bedrock materials shall not be removed from the beach.

7. Only rubber-tired construction vehicles shall be allowed on the beach; the only exception shall be that tracked vehicles may be used if the Executive Director agrees that they are required to safely carry out construction. When transiting on the beach, all construction vehicles shall remain as high on the upper beach as possible and shall avoid contact with ocean waters and intertidal areas.

8. All shotcrete and construction material debris resulting from construction activities shall be removed from the beach at the end of each workday. AS SHOWN LOVERS POINT PIER INTERIM REPAIR CITY OF PACIFIC GROVE LOVERS POINT PARK APN 006-155-099, OCEAN VIEW BLVD., PACIFIC GROVE, CA 93950 100% PLANS 11897
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REVISIONS BY HARO, KASUNICH AND ASSOCIATES, INC. CONSULTING CIVIL, GEOTECHNICAL & COASTAL ENGINEERS 116 EAST LAKE AVENUE WATSONVILLE, CA 95076 (831) 722-4175 SPECIAL INSPECTION NOTES 03-13-2023
OF 14 SHEETS
AS SHOWN LOVERS POINT PIER INTERIM REPAIR CITY OF PACIFIC GROVE LOVERS POINT PARK APN 006-155-099, OCEAN VIEW BLVD., PACIFIC GROVE, CA 93950 100% PLANS 11897
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Agenda No. 12 E

CITY OF PACIFIC GROVE
300 Forest Avenue, Pacific Grove, California 93950
TO: Honorable Mayor and Members of the City Council
FROM: Daniel Gho, Public Works Director/Deputy City Manager MEETING DATE: May 17, 2023
SUBJECT: Local Water Project Operations and Maintenance Contract CEQA: Does not constitute a “Project” per California Environmental Quality Act Guidelines Section 15378

RECOMMENDATION
Authorize an amendment to the Asset Management Agreement with PERC Water for the Operations & Maintenance of the Pacific Grove Local Water Project for a 5-year term (November 1, 2023 –October 31, 2028) at a monthly fixed cost of $32,896 and a variable cost of $247.24 per acre foot of influent flow to the plant.

1. 2. Alternatively, discuss and take other action related to this item

DISCUSSION
PERC Water Corporation (PERC) was founded in January 1998 as an entity that provides services from initial design through construction of wastewater treatment and recycling facilities, and long-term operations for wastewater and recycling projects. In August 2015, the City entered into an agreement with PERC for the final design and construction of the Local Water Project (LWP). In November 2017, the City entered into an Asset Management Services Agreement with PERC for the operations and maintenance of the LWP for a term of 5 years.

The term of the original agreement expired on October 31, 2022. Section 2, “Term,” of the agreement specifies that 9 months before the expiration of the operations period, PERC and the City will meet to discuss, in good faith, an extension upon the same terms and conditions of the Asset Management Services Agreement with such revisions as mutually agreed to by both parties.

In March 2022, City staff was approached by PERC and discussions began. The City requested PERC review their current operations and costs, as well as assess any operational efficiencies that could be implemented to decrease costs. Multiple discussion occurred with PERC. During these discussions, PERC shared those operational expenditures had risen due to significant increases in costs associated with the process chemicals, labor, fuel, monitoring and sampling, and operational facets.

At their October 19, 2022 meeting, the City Council authorized staff to enter into a one-year extension to the original O&M agreement with PERC. This one-year extension allowed City staff to continue negotiations with PERC with the expectation that a new proposals would be brought forth to the Council for consideration by May of 2023. This provided 6 months to discuss new terms with PERC. This also provided staff with 6 months to proceed through the RFQ process and solidify a new agreement with a PGCC 5-17-23

provided staff with 6 months to proceed through the RFQ process and solidify a new agreement with a vendor if consensus could not be met with PERC.

City staff discussed operations of the LWP with PERC and received a proposal that is acceptable to bring forward to the City Council for consideration (Attachment 1).

The proposal has two options for Council consideration:

Options 1. The first option has a fixed monthly fee of $32,896, with a variable fee of $247.24 per acre foot, that is based on inflow water. This option is identical to the scope PERC currently provides but has an increase of $80,496 annually to cover rising expenses associated with insurances, staffing, fuel, and other various expenses associated with plant operations. In this option PERC provides day-to-day operation and management of the facility with 24-hour monitoring, as well as payment for all the consumables, internet and certified lab services. The City will continue to be responsible for the cost of replacement and repair parts.

Option 2. In the second option, PERC will provide all day-to-day operation and management of the facility with 24-hour monitoring. PERC has removed from their scope the cost of consumables and outside services such as certified lab for sample analysis, process chemicals and Internet service. In this scenario, these items would be directly billed to the City, avoiding a markup and contingency. All other services remain included in this option. The monthly fixed fee for this option is $30,726. It is anticipated that the cost of the consumables will be $79,000 per year.

Fees Current Option1 Option2
Monthly Service
fee $26,188.00 $32,896.00 $30,726.00
Variable Unit Fee $247.24 $247.24* $79,000**
Annual Cost $338,905.82 $422,937.36 $447,712.00
*This cost estimate is based on the 2022 figure of 114 acre feet sold. **estimated cost to for consumables that City will be billed directly for (also based on assumption of 114 acre feet sold)
The LWP requires that the operations have a Grade IV Wastewater Certified Operator to oversee the plant. PERC has the qualifications, knowledge, necessary skills, insurances, and workforce to continue operations of the LWP, the City does not have this level of expertise.

Staff is recommending the Council proceed with Option 1. It is the most cost-effective solution and will provide the City with a consistent high level of service to current day operations.

Option 2 is not advised because it is anticipated to be more costly with the cost of consumables.

Moreover, this option does not account for added administration that would be transferred to City staff, associated with management of the consumables (invoicing, contract administrations, etc).

If approved, staff will enter into an amendment to the original Asset Management Agreement with PERC executed in November 2017 (Attachment 2) updating the terms and fee schedules.

OPTIONS
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Do nothing. This is not recommended as we will not have an operator for the Local Water Project and the plant will not be able to produce irrigation water for the golf course, cemetery, and lighthouse grounds after the one-year term has expired.

1. Authorize staff to release a Request for Qualifications. This option is not advised as it is anticipated that proposal costs will be higher than the options provided through negotiations with PERC.

2. FINANCIAL IMPACT:

Staff will be proposing $400,000 through the FY 23/24 Budget process to allow for the operations of the Local Water Project. This proposed funding will allow for 4 months under the current agreement terms, expiring October 31, 2023, and the remaining 8 months for the newly proposed fees (option 1).

Funds have been budgeted based on Option 1 for the new agreement utilizing 114-acre feet as the base line for the variable fee.

FOCUSED PRIORITY AREA: Infrastructure
Attachments
Amendment Proposal
Asset Management Agreement
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17520 Newhope Street, Suite 180 Fountain Valley, CA 92708 | Office: 714.352.7750 | Fax: 714.352.7765 | www.percwater.com May 2, 2023
Mr. Daniel Gho, Public Works Director
City of Pacific Grove
300 Forest Avenue
Pacific Grove, CA 93950
PERC Water Corporation (PERC Water) is pleased to provide this proposal to the City of Pacific Grove (City) to extend the current contract for the Operation Services of the Local Water Project.

PERC Water has provided operation and maintenance of the facility since startup completion in 2017. The Initial contract included a term of five years (2017 to 2022) and was extended in October 2022 for an additional 1-year period (Nov. 1, 2022 to Oct. 30, 2023). The extended period is approaching its expiration. Accordingly, we have initiated conversations with City staff to discuss a contract extension.

We have reviewed the current cost of operation in an effort to identify cost saving efficiencies. The fee for the scope of service we provide is largely based on the cost of labor, and in the current labor market, the cost of qualified operators has significantly increased. The second greatest cost factor for the facility operation is process chemical addition. The influent flow to the facility contains an abnormally high concentration of tannins. The tannins cause a decrease in UV transmissivity resulting in the inability to adequately disinfect the treated effluent. The treatment for high tannins is to dose aluminum sulfate to the influent flow. Utilizing aluminum sulfate was not anticipated during the original design and operation and has significantly increased our cost to operate.

Proposal Options
In the proposal to follow, we have provided two options for this service. The first option is a service offering identical to the scope we currently provide. In this option we provide day-to-day operation and management of the facility with 24-hour monitoring, as well as payment for all the consumables and certified lab services. The City will continue to be responsible for the cost of replacement and repair parts.

In the second option we also provide day-to-day operation and management of the facility with 24-hour monitoring. We have removed from our scope the cost of consumables and outside services such as certified lab for sample analysis, process chemicals and Internet service. These items can be direct billed to the City, avoiding our markup and contingency, thus reducing overall cost to the City. All other services remain included in this option.

Contract Term
To provide operational continuity and uninterrupted service, we propose a five-year (5) term for this new service agreement. A five-year term also helps us provide a meaningful commitment to our onsite staff as we recruit the professionals we need to operate and maintain the facility. This proposed term also allows us to look at the facility maintenance and capital improvements on a long-term basis for forward planning and budgeting.

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City of Pacific Grove Public Works May 2, 2023
Local Water Project O&M Page 2 of 7
Scope of Service
Proposal Option #1
PERC Water will operate the Local Water Project per the Scope of Services as detailed below, including staffing the facility as needed to provide uninterrupted service. • Operate, maintain and or remotely monitor the facility seven days per week, 24 hours per day. • Respond to alarms and callouts seven days per week, 24 hours per day with no more than 60- minute onsite response time if necessary.
• Communicate effectively with recycled water users at the Pacific Grove Golf Links and City staff. • Coordinate recycled water production and distribution with recycled water users • Provide certified operators as required by regulatory requirements. • Provide sample collection and analysis for in-house process control. • Provide sample collection and transportation to Certified Lab for sample analysis for regulatory reporting. The lab fees are included Option #1 PERC’s pricing. o PERC Water will be using Monterey Bay Analytical Services for compliance sample analysis.
• Provide proper screening management and disposal.
• Provide internet service for operations staff and remote access • Manage Waste Activated Sludge (WAS) operations in compliance with Regional Water Pollution Control Agency (MRWPCA) requirements.
• Maintain Emergency Response Plan (ERP) Contingency Plan to address spills overflows and system failures annually.
o Provide copies of all plans to the City of Pacific Grove Public Works Department. • Prepare and maintain site specific safety plan and adhere to Occupational Safety and Health Administration (OSHA) requirements.
o Adopt and implement an OSHA Compliance Plan.
• Purchase and manage the usage of chemicals required for the operation of the facility and the cleaning of the membranes.
• Maintain site security, including security alarms, entrance gates and proper signage. • Maintain facility access for City personnel and Public Works Staff. o Provide keys to the facility and security alarm codes as required. • Maintain, update and store accessibly the Facility O&M Manual, Standard Operating Procedures (SOPs), site-specific log book, design plans, permits and all other documents specific to the facility including PERC Water’s Contract Operator Certification issued by the Office of Operator Certification.
• Operate the WRF in conformance with the original equipment manufacturer (OEM) recommendations and maintain the equipment warranties to maximize equipment life cycle. • Provide a Computerized Maintenance Management Software (CMMS) program for all preventive, predictive and corrective maintenance for all facility equipment and structures. o PERC Water currently uses a computerized software program called e-Maint, a cloud based software product designed for Wastewater Utilities. • Perform PMs per OEM recommendations to maximize the life cycle of all facility equipment. • Participate in annual budget process providing input for annual maintenance costs, repair, replacements, and capital improvements.
• Provide “out of scope” tasks as mutually agreed.

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City of Pacific Grove Public Works May 2, 2023
Local Water Project O&M Page 3 of 7
o Cost based on actual equipment material and sub-contractor costs, Operator standard hourly rate and a maximum 10% administrative fee.
• Provide work orders per OEM recommendations and perform adequate operation and monitoring.
• Track all CMMS work orders and percent complete with a summary report to be included in the monthly report of operations.
• At all times keep the facility clean, neat and safe by removal and disposal of trash and debris including parking areas and perimeter fencing.

Monitoring, Reporting and Compliance
• Remote monitoring of critical alarms and processes (Operator in Charge, Chief Operator and Division VP).
• Provide a monthly report of operation to be presented to the City of Pacific Grove at a monthly in-person meeting and presented to City Council if desired. The Monthly report of operations shall include at a minimum:
o A detailed narrative summarizing the O&M activities that took place during the month. o All equipment repairs and preventive maintenance tasks. o Water quality data for the month and for the preceding twelve months for comparison purposes. Identify any constituents of regulatory concern and discussion of a plan of action to respond to the concerns.
o Monthly discharge schedules (Golf Course, Cemetery etc.). o Monthly power consumption and rolling twelve-month comparison o Waste Activated Sludge discharged to MRWPCA including concentration and any other requirements of MRWPCA. Provide a rolling twelve-month comparison. o Visitor log and safety and security report.
o Facility maintenance summary.
o Work orders issued, completed, and remaining open.
o Equipment out of service.
o Reclaimed water production and irrigation use.
o Reclaimed water used by trucks.
o Status of all capital improvements, maintenance and repairs performed or coordinated during the month.
• Prepare and submit monthly and annual regulatory reports in accordance with the Waste Discharge Requirements (WDR) and Monitoring and Reporting Plan. Meet all reporting and monitoring requirements of the Central Coast Region Water Quality Control Board. Upload reports top Geotracker as required.
• Provide alarm monitoring and response as needed with no more than 60 minute response time. • Maintain monthly log of operation maintenance and laboratory analysis. • Maintain monthly odor complaints and callout response log. • Provide any additional reports required by law.
• Upon request provide reports for process operations and effluent water production. • Facilitate annual flow meter calibration by certified technician in accordance with regulatory requirements. Cost for service to be paid by City.
• Provide an annual comprehensive assessment of facility equipment condition, projected life expectancy and estimated replacement cost of key equipment and components of each system.

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City of Pacific Grove Public Works May 2, 2023
Local Water Project O&M Page 4 of 7
Miscellaneous
• Remove and dispose of all trash and debris on the site including parking lots. • Coordinate with City Staff to open, maintain and operate the recycled water storage and pickup station for commercial customers. PERC Water staff will check permits and licenses to ensure proper operation and monitoring of recycled water station and maintain all required records of recycled water distribution.

Proposal Option #2
PERC Water will operate the Local Water Project per the Scope of Services as detailed below, including staffing the facility as needed to provide uninterrupted service. • Operate, maintain and or remotely monitor the facility seven days per week, 24 hours per day. • Respond to alarms and callouts seven days per week, 24 hours per day with no more than 60- minute onsite response time if necessary.
• Communicate effectively with recycled water users at the Pacific Grove Golf Links and City staff. • Coordinate recycled water production and distribution with recycled water users • Provide certified operators as required by regulatory requirements. • Provide sample collection and analysis for in-house process control. • Provide sample collection for Certified Lab for sample analysis for regulatory reporting. o City to receive direct bill from lab.
• Provide proper screening management and disposal.
• Manage Waste Activated Sludge (WAS) operations in compliance with Regional Water Pollution Control Agency (MRWPCA) requirements.
• Maintain Emergency Response Plan (ERP) Contingency Plan to address spills overflows and system failures annually.
o Provide copies of all plans to the City of Pacific Grove Public Works Department. • Prepare and maintain site specific safety plan and adhere to Occupational Safety and Health Administration (OSHA) requirements.
o Adopt and implement an OSHA Compliance Plan.
• Develop and implement Best Management Practices (BMPs) for the operation of the facility which will comply with all regulatory requirements.
• Order and receive delivery of process chemicals with City get direct bill from suppliers • Maintain site security, including security alarms, entrance gates and proper signage. • Maintain facility access for City personnel and Public Works Staff. o Provide keys to the facility and security alarm codes as required. • Maintain, update and store accessibly the Facility O&M Manual, Standard Operating Procedures (SOPs), site-specific log book, design plans, permits and all other documents specific to the facility including PERC Water’s Contract Operator Certification issued by the Office of Operator Certification.
• Operate the WRF in conformance with the original equipment manufacturer (OEM) recommendations and maintain the equipment warranties to maximize equipment life cycle. • Provide a Computerized Maintenance Management Software (CMMS) program for all preventive, predictive and corrective maintenance for all facility equipment and structures. o PERC Water currently uses a computerized software program called e-Maint, a cloud based software product designed for Wastewater Utilities.

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City of Pacific Grove Public Works May 2, 2023
Local Water Project O&M Page 5 of 7
o We will provide access to the system for one designated City employee for transparency purposes.
• Perform PMs per OEM recommendations to maximize the life cycle of all facility equipment. o PM costs are included in the Service Fee.
• Participate in annual budget process providing input for annual maintenance costs, repair, replacements, and capital improvements.
• Provide “out of scope” tasks as mutually agreed.
o Cost based on actual equipment material and sub-contractor costs, Operator standard hourly rate and a maximum 10% administrative fee.
• Develop and maintain an all-inclusive asset inventory. • Provide work orders per OEM recommendations and perform adequate operation and monitoring.
• Track all CMMS work orders and percent complete with a summary report to be included in the monthly report of operations.
• Work orders shall also be completed for buildings and hardscapes. • At all times keep the facility clean, neat and safe by removal and disposal of trash and debris including parking areas and perimeter fencing.

Monitoring, Reporting and Compliance
• Remote monitoring of critical alarms and processes (Operator in Charge, Chief Operator and Division VP).
• Provide and maintain a laboratory quality assurance program as well as a laboratory manual including standard operating procedures.
• Provide a monthly report of operation to be presented to the City of Pacific Grove at a monthly in-person meeting and presented to City Council if desired. The Monthly report of operations shall include at a minimum:
o A detailed narrative summarizing the O&M activities that took place during the month. o All equipment repairs and preventive maintenance tasks. o Water quality data for the month and for the preceding twelve months for comparison purposes. Identify any constituents of regulatory concern and discussion of a plan of action to respond to the concerns.
o Monthly discharge schedules (Golf Course, Cemetery etc.). o Monthly power consumption and rolling twelve-month comparison o Waste Activated Sludge discharged to MRWPCA including concentration and any other requirements of MRWPCA. Provide a rolling twelve-month comparison. o Visitor log and safety and security report.
o Facility maintenance summary.
o Work orders issued, completed, and remaining open.
o Equipment out of service.
o Reclaimed water production and irrigation use.
o Reclaimed water used by trucks.
o Status of all capital improvements, maintenance and repairs performed or coordinated during the month.
• Prepare and submit monthly and annual regulatory reports in accordance with the Waste Discharge Requirements (WDR) and Monitoring and Reporting Plan. Meet all reporting and monitoring requirements of the Central Coast Region Water Quality Control Board. Upload reports top Geotracker as required.

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City of Pacific Grove Public Works May 2, 2023
Local Water Project O&M Page 6 of 7
• Comply with all monitoring requirements of the Air Pollution Control District. • Provide alarm monitoring and response as needed with no more than 30 minute response time. • Maintain monthly log of operation maintenance and laboratory analysis. • Maintain monthly odor complaints and callout response log. • Provide any additional reports required by law.
• Upon request provide any report required by City.
• Provide calibration of all monitoring equipment annually at a minimum and accordance with all regulatory requirements.
• Provide verification of accuracy and calibration of analytic monitoring equipment in accordance with EPA State and Laboratory QA/QC Program.

Provide an annual comprehensive assessment of facility equipment condition, projected life expectancy and estimated replacement cost of key equipment and components of each system Miscellaneous
• Remove and dispose of all trash and debris on the site including parking lots. • Coordinate with City Staff to open, maintain and operate the recycled water storage and pickup station for commercial customers. PERC Water staff will check permits and licenses to ensure proper operation and monitoring of recycled water station and maintain all required records of recycled water distribution.

Project Needs
During the extended term, PERC Water will work in partnership with the City to evaluate the possibility and cost of increasing production to enhance the revenue stream generated by sale of reuse effluent. We have outlined a few examples below.

Membrane System Capacity
During recent communication with Koch Membrane Systems (KMS), it was confirmed the Facility’s membrane modules have an additional 25% capacity (75,000 GPD) as the existing system can accommodate the installation of additional membranes. This option will allow the facility to produce more reuse water for sale to increase the City’s revenue stream. The increased cost to produce this additional reuse water would be nominal and would not require any additional labor.

Chemical Dosing System Upgrade
The original design of the facility did not accommodate for the addition of aluminum sulfate as described above. We have temporarily modified the facility to dose aluminum sulfate, and while this temporary approach has worked to date, we need to provide a permanent installation. The permanent system will include two small pumps and a dosing system that is flow paced to facilitate an effective and efficient treatment process.

Spare Parts Inventory
PERC Water will work with City staff to create a comprehensive spare parts inventory. The spare parts will include instruments and mechanical parts (UV bulbs, sleeves and miscellaneous parts and instruments).

A proper spare parts inventory will minimize equipment downtime and water production interruption.

Fee and Compensation
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Service Option #1
Monthly Fixed Fee 32,896
Monthly Variable Fee $5,769*
Total Monthly $38,665
Flow Based Variable Unit Price $247.24 per Acre Foot
• Price based on full flow (250,000 GPD)
Service Option #2
Monthly Fixed Fee 30,726
Variable cost paid by City through direct bill by vendors Thank you for providing PERC Water with the opportunity to continue providing our O&M services to the City of Pacific Grove. We look forward to having the opportunity to work in partnership with you and your staff.

Sincerely,
PERC Water Corporation
Robert Nespeca, Vice President
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Agenda No. 12 F

CITY OF PACIFIC GROVE
300 Forest Avenue, Pacific Grove, California 93950
TO: Honorable Mayor and Members of the City Council
FROM: Daniel Gho, Public Works Director/Deputy City Manager MEETING DATE: May 17, 2023
SUBJECT: Agreement with Bowman for the Design and Environmental for Replacement of Pump Station 15.5
CEQA: Does not constitute a “Project” per California Environmental Quality Act Guidelines Section 15378

RECOMMENDATION
Authorize an agreement with Bowman for the Design and Environmental for Replacement of Pump Station 15.5 in an amount not to exceed $109,174.

1. 2. Alternatively, discuss and take other action related to this item.

DISCUSSION
The City owns seven (7) lift stations located throughout the collection system, and Monterey One Water (M1W) owns two (2) lift stations at the downstream end of the City’s collection system. The City contracts with M1W to maintain all nine (9) of the lift stations.

Pump Station 15.5 is a submersible wet well lift station located off Ocean View Boulevard that is used for the Crespi Pond bathroom. Crespi Pond bathroom is located adjacent to the Pacific Grove golf course’s 17th hole. The lift station discharges through a 4-inch diameter ductile iron force main to manhole #982 at the intersection of Ocean View Boulevard and Asilomar Avenue.

In 2021, the City performed a Pump Station Master Plan to assess the conditions and operations of the lift stations. The full Pump Station Master Plan document is available on the City’s Sewer Collection System page.

The Pump Station Master Plan revealed that Pump Station 15.5, the smallest of the City’s lift stations, is in the worst condition of all 7 lift stations and is in need of replacement. At the time of the assessment, both pump motors at pump station 15.5 had very low megohm readings, which indicate the pumps should be replaced. There is no coating in the wet well and there is no valve vault. The ductile iron check valve and isolation valves are located inside the wet well. Due to the deleterious condition of the piping and valves, operations staff requested that the pumps not be removed for inspection. Electrical conduits were not sealed off from the lift station, possibly allowing corrosive and volatile gases to be introduced. The recommendation is to replace the lift station or install a septic tank. The City requires connections to our sanitary sewer system so a septic tank is not an option.

On January 23, 2023, the City issued a Request for Qualifications (RFQ) for the Design, Environmental PGCC 5-17-23

On January 23, 2023, the City issued a Request for Qualifications (RFQ) for the Design, Environmental and Permitting of Pump Station 15.5 Replacement. On February 23, 2023, the RFQ period closed.

Two statements of qualifications were received:

Firm Proposal
Bowman $109,174*
Wallace Group $146,933.08
*The original Bowman proposal submitted was $118,774. The City was able to negotiate with Bown to omit permitting from the scope of services for the consultant. City staff will prepare the necessary permit applications through the City’s local coastal program once final design and environmental documents have been prepared.

Bowman is well qualified to perform this scope of work and the proposal is within the $110,000 project budget. As such, Staff recommends authorizing an agreement with Bowman, in an amount not to exceed $109,174, for the Design and Environmental for the Pump Station 15.5 Replacement project.

SCOPE OF SERVICES
The scope of work for this agreement includes all labor and materials required to provide design/engineering, environmental, and permitting for replacement of Pump Station 15.5. This includes, but is not limited to:

PROJECT MANAGEMENT
• Oversight and project management through the duration of the contract and services, including check-ins with City staff
DESIGN
• Preliminary Design
o The consultant shall work with the City to establish design criteria for the lift station including inward flow to the lift station, emergency storage response time, and various other technical specifications o The City will review the preliminary design materials and, with the consultant, develop a final set of specifications for final engineering design
• Final Design, including Plans, Specifics and Estimates o Including civil and electrical design drawings for bid and installation. These documents will be used for construction bidding purposes following environmental review/assessment, permitting and approvals.

ENVIRONMENTAL REVIEW & ASSESSMENT
• Based on final design, the selected consultant will perform and develop the necessary environmental review documents in compliance with the California Environmental Quality Act (CEQA).

PERMITTING
Please note that the scope of work in the agreement does not include permitting, as originally requested in the RFQ. Both proposals originally came in over the project budget and this item was omitted to get the project within the allocated budget.

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Contract
If approved, the City’s standard professional services agreement (reviewed and approved by the City Attorney, Risk Management, and the California Joint Powers Insurance Authority) will be prepared for the Mayor’s signature per the standard contracting process.

Timeline
It is anticipated that completion of design and environmental will take a significant portion of the FY23/24 Fiscal Year. Updates on the progress of the project will be provided on the City’s transparency platform, Clear Gov project pages. The link is available at www.cityofpg.org/finance

OPTIONS

1. Do nothing; This is not recommended as continued deterioration of the current pump station will continue; this could lead to a sanitary sewer overflow or the discontinued use of the Crespi Pond bathroom

2. Provide alternative direction
FINANCIAL IMPACT:
$110,000 was allocated to the Pump Station 15.5 Replacement Project through the FY22/23 Capital Improvement Program. This initial allocation for this multi-year project will allow for the engineering, design and permitting of the project. The project would return for an additional funding allocation, to allow for construction, in a subsequent year CIP following completion of this initial phase.

FOCUSED PRIORITY AREA: Infrastructure
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