City of ChoiceCity of Choice
P23-0014GRAND AVENUE VISION PROJECT - PHASE 2
RECORD DRAWING
PRINT ENGINEER'S NAME DATER.C.E. _________
CITY PROJECT NO.
ENG. 21-0011
KIMLEY-HORN
401 B STREET, STE. 600
619.234.9411
SAN DIEGO, CA 92101
RANDALL A KOPFF JR, PLA
IRRIGATION SCHEDULE
NORTH
IRRIGATION PLAN
MATCHLINE STA. 20+55 SEE SHEET 29
GENERAL NOTES
GRAND AVENUE
S BROADWAY
S MAPLE
STREET
GRAND AVENUE
2"
2"
2"2"
1"
2"
F
A
BF-A
BF-B
C-A
C-B
MB
MA
#"
##-#
C-A
C-B
MA
BF-A
05/27/2025
C6
City of ChoiceCity of Choice
P23-0014GRAND AVENUE VISION PROJECT - PHASE 2
RECORD DRAWING
PRINT ENGINEER'S NAME DATER.C.E. _________
CITY PROJECT NO.
ENG. 21-0011
KIMLEY-HORN
401 B STREET, STE. 600
619.234.9411
SAN DIEGO, CA 92101
RANDALL A KOPFF JR, PLA NORTH
IRRIGATION PLAN
MATCHLINE STA. 25+55 SEE BELOW LEFT
MATCHLINE STA. 25+55 SEE ABOVE RIGHT MATCHLINE STA. 20+55 SEE SHEET 28
IRRIGATION SCHEDULE
GENERAL NOTES
S KALMIA
STREET
N KALMIA
STREET
GRAND AVENUE
A
F
2"
2"
2"
2"
2"
1"
2"
1"
2"
JUNIPER
STREET
JUNIPER
STREET
GRAND AVENUE
A
F
2"
1"
A
F
2" 2" 1"
F
A
BF-A
BF-B
C-A
C-B
MB
MA
#"
##-#
C-A
C-B
MB BF-B
C-B
05/27/2025
C6
City of ChoiceCity of Choice
P23-0014GRAND AVENUE VISION PROJECT - PHASE 2
RECORD DRAWING
PRINT ENGINEER'S NAME DATER.C.E. _________
CITY PROJECT NO.
ENG. 21-0011
KIMLEY-HORN
401 B STREET, STE. 600
619.234.9411
SAN DIEGO, CA 92101
RANDALL A KOPFF JR, PLA NORTH
IRRIGATION PLAN ENLARGEMENT
IRRIGATION SCHEDULE
GENERAL NOTES
S BROADWAY
GRAND AVENUE
C-A
F
F
F
A
A
A
1"
1"
2"
1"
F
A
BF-A
BF-B
C-A
C-B
MB
MA
#"
##-#
C-A
C-B
05/27/2025
C6
City of ChoiceCity of Choice
P23-0014GRAND AVENUE VISION PROJECT - PHASE 2
RECORD DRAWING
PRINT ENGINEER'S NAME DATER.C.E. _________
CITY PROJECT NO.
ENG. 21-0011
KIMLEY-HORN
401 B STREET, STE. 600
619.234.9411
SAN DIEGO, CA 92101
RANDALL A KOPFF JR, PLA
ELECTRIC REMOTE CONTROL VALVEB
IRRIGATION DETAILS
DRIP REMOTE CONTROL VALVECGATE VALVEA
BUBBLER AT TREE WELLD
05/27/2025
C6
City of ChoiceCity of Choice
P23-0014GRAND AVENUE VISION PROJECT - PHASE 2
RECORD DRAWING
PRINT ENGINEER'S NAME DATER.C.E. _________
CITY PROJECT NO.
ENG. 21-0011
KIMLEY-HORN
401 B STREET, STE. 600
619.234.9411
SAN DIEGO, CA 92101
RANDALL A KOPFF JR, PLA
CENTER FEED EXAMPLEEND FEED EXAMPLE
TECHLINE CV MAXIMUM LENGTH OF SINGLE LATERAL (FEET)
TECHLINE FLOW PER 100 FEET
TECHLINE CV GENERAL GUIDELINES FOR WATERING TIME
SUPPLY AND EXHAUST HEADER SIZING CHART (UNLESS NOTED ON PLANS)
TYPICAL NETAFIM TECHLINE CV REQUIREMENTS
N.T.S.
LAYOUT
ISLAND
ODD CURVES
IRREGULAR BRANCHING OUT
LATERALS
JOINING LATERALS
AREAS: TRIANGULAR
IRREGULAR
SLOPE FEED LAYOUT
PARKING ISLAND TYPICAL LAYOUT
I
32 8413.56-04
IRRIGATION DETAILS
PLAN VIEW
SECTION VIEW
J BOX
TRENCHING DETAILF NTS
THRUST BLOCKSBIRRIGATION WIRING JUNCTION BOXA NTS
MAINLINE AND LATERAL PIPE SLEEVINGE NTS
TYPICAL VALVE MANIFOLDG NTS
IRRIGATION WIRE CONNECTIONH NTS
FLUSH VALVEC NTS
AIR RELIEF TUBINGD NTS
05/27/2025
C6
City of ChoiceCity of Choice
P23-0014GRAND AVENUE VISION PROJECT - PHASE 2
RECORD DRAWING
PRINT ENGINEER'S NAME DATER.C.E. _________
CITY PROJECT NO.
ENG. 21-0011
KIMLEY-HORN
401 B STREET, STE. 600
602.371.4538
SAN DIEGO, CA 92101
MICHAEL A. COLOMBO
ELECTRICAL NOTES
SERVICE PEDESTALD NTS
PROPOSED SERVICE PANEL "J"A NTS
SINGLE LINE DIAGRAME
ELECTRICAL AND LIGHTING NOTES
FESTOON LIGHTING DIAGRAM C NTS
FESTOON LIGHTING AND STREET LIGHTING CONTROL DIAGRAMB NTS NTS
NO.5 PULL BOX DETAILF NTS
NO.7 PULL BOX DETAILG NTS
LEGEND:
05/27/2025
C6
City of ChoiceCity of Choice
P23-0014GRAND AVENUE VISION PROJECT - PHASE 2
RECORD DRAWING
PRINT ENGINEER'S NAME DATER.C.E. _________
CITY PROJECT NO.
ENG. 21-0011
KIMLEY-HORN
401 B STREET, STE. 600
602.371.4538
SAN DIEGO, CA 92101
MICHAEL A. COLOMBO
M NTS
TYPICAL PULL BOX LAYOUT AND CONNECTION TO THEME COLUMN DETAILL NTS
FESTOON LIGHTING CONNECTION SUPPORT TO POLE DETAILH NTS
FESTOON LIGHTING WIRE ROPE ASSEMBLY DETAILK NTS
STREET LIGHTING POLE WITH FESTOON LIGHTING DETAILJ NTS
ELECTRICAL AND LIGHTING DETAILS
TRENCH DETAIL- NARROW TRENCH BACKFILL PER CITY OF ESCONDIDO STANDARD DRAWING G-2-E
PULLBOX REALIGNMENT
NTSI
05/27/2025
C6
City of ChoiceCity of Choice
P23-0014GRAND AVENUE VISION PROJECT - PHASE 2
RECORD DRAWING
PRINT ENGINEER'S NAME DATER.C.E. _________
CITY PROJECT NO.
ENG. 21-0011
KIMLEY-HORN
401 B STREET, STE. 600
602.371.4538
SAN DIEGO, CA 92101
MICHAEL A. COLOMBO
ELECTRICAL NOTES
ELECTRICAL AND LIGHTING PLAN
MATCHLINE STA. 20+55 SEE SHEET 36
NORTH
CONDUIT SCHEDULE
GRAND AVENUE
S BROADWAY
S MAPLE
STREET
MAPLE STREET
PLAZA
N BROADWAY
LEGEND:
05/27/2025
C6
City of ChoiceCity of Choice
P23-0014GRAND AVENUE VISION PROJECT - PHASE 2
RECORD DRAWING
PRINT ENGINEER'S NAME DATER.C.E. _________
CITY PROJECT NO.
ENG. 21-0011
KIMLEY-HORN
401 B STREET, STE. 600
602.371.4538
SAN DIEGO, CA 92101
MICHAEL A. COLOMBO
ELECTRICAL AND LIGHTING PLAN
ELECTRICAL NOTES
MATCHLINE STA. 25+55 SEE BELOW LEFT
MATCHLINE STA. 25+55 SEE ABOVE RIGHT MATCHLINE STA. 20+55 SEE SHEET 35
CONDUIT SCHEDULE
NORTH
LEGEND:
N BROADWAY
S KALMIA
STREET
N KALMIA
STREET
S BROADWAY
GRAND AVENUE
N BROADWAY
JUNIPER
STREET
GRAND AVENUE
05/27/2025
C6
City of ChoiceCity of Choice
P23-0014GRAND AVENUE VISION PROJECT - PHASE 2
RECORD DRAWING
PRINT ENGINEER'S NAME DATER.C.E. _________
CITY PROJECT NO.
ENG. 21-0011
KIMLEY-HORN
401 B STREET, STE. 600
619.744.0177
SAN DIEGO, CA 92101
MARK ARAUJO, P.E.
SINGLE LIGHT FIXTURE AND POLE DETAILN NTS
LIGHT FIXTURE AND POLE DETAIL
ORNAMENTAL STREET LIGHT DETAILO NTS
HALL AND MAIN STREETS - P.O. BOX 19 - SPRING CITY, PA. 19475 PHONE (610) 948-4000 - FAX (610) 948-5577 - WWW.SPRINGCITY.COM Spring City Electrical Mfg. Co.
N.T.S.
SCALE
DESCRIPTION
DRAWING NO.
09-19-2023
THE NORTHAMPTON 20" WRAP BASE WITH 27'-1"
STEEL SHAFT AND SIMPLEX CROSS ARM WITH GE
COBRAHEAD LED LUMINAIRE
DRAWN BY:
N.S.B.
DATE
SPEC-34407
This drawing is property of Spring City Elect. Mfg. and is issued to the recipient with the understanding that it shall not be copied, duplicated, passed on to unauthorized parties, nor used for any purpose other than that for which it is specifically furnished except with Spring City's written permission.
OPPORTUNITY GRAND AVE PHASE II
27'-1" OVERALL POLE HEIGHT
20" DIA.
36 1/2"
ACCESS
DOOR
BB
26'-7" MOUNTING HEIGHT
THE NORTHAMPTON WRAP BASE
3'-0"
20" DIAMETER
TWO PIECE (WRAP AROUND), HEAVY WALL
CAST ALUMINUM ALLOY ANSI 356 PER A.S.T.M.
B26-95
PRIME PAINT AND FINISH PAINT TO MATCH -
CITY HALL GREEN
LOCATED IN BASE SECURED WITH TAMPER
PROOF HEX SOCKET SECURITY MACHINE
SCREWS
AWBNRT-20-CW
BASE SPECIFICATIONS:
STYLE:
HEIGHT:
WIDTH:
MATERIAL:
FINISH:
ACCESS DOOR:
CATALOG NO.
SMOOTH TAPERED STEEL SHAFT
27'-1"
30'-0"
8" O.D.
11 GAUGE, STEEL MONOTUBE CONSTRUCTION
PRIME PAINT AND FINISH PAINT TO MATCH - CITY
HALL GREEN
1/4"-20 NUT WELDED TO INSIDE WALL OF SHAFT
OPPOSITE HAND HOLE TO ACCOMMODATE GROUND
STUD (GROUND STUD SUPPLIED BY OTHER)
(4) 1" DIA. X 30" LONG + 4" HOOK ANCHOR BOLTS
WITH WITH 2 GALVANIZED NUTS AND 2 GALVANIZED
WASHERS PER BOLT)
5 1/2" REQUIRED
SSHSM-G24-08.00-27.08-SD-CW
SHAFT SPECIFICATIONS:
STYLE:
HEIGHT:
PHOTOMETRIC
CENTER:
BASE:
MATERIAL:
FINISH:
GROUND PROVISIONS:
ANCHOR BOLTS:
BOLT PROJECTION:
CATALOG NO.:
SECTION B-B
BASE PLATE DETAIL
N.T.S.
℄ OF ACCESS DOOR
AND HAND HOLE
11 1/2" DIA.
BOLT CIRCLE
℄ OF CROSS ARM
8" O.D. OF
STEEL SHAFT
20"
12" SQ. X
1" THICK
STREET SIDE
SECTION A-A
SMOOTH TAPERED
11 GAUGE STEEL
SHAFT
N.T.S.
TAPERED LUMINAIRE ARM
3'-6"
8'-0"
SMOOTH TAPERED STEEL PER A.S.T.M. A595 GRADE A
PRIME PAINT AND FINISH PAINT TO MATCH - CITY HALL
GREEN
2 3/8" DIA. X 8" LONG (TO ACCEPT LUMINAIRE)
SARESC-1S-SD-96-36-TN2.38-8.00-CW
CROSS ARM SPECIFICATIONS:
STYLE:
HEIGHT:
WIDTH:
MATERIAL:
FINISH:
TENON:
CATALOG NO.:
GE ERLH COBRA HEAD
5 3/8"
22 1/8" WIDE
ALUMINUM DIE CAST ENCLOSURE CASTING
IMPACT RESISTANT TEMPERED GLASS
POWDER COAT - GRAY
82 WATT LED SYSTEM
ELECTRONICALLY WIRED AT 120-277 VOLTS
3000K (WARM WHITE)
TYPE III REFRACTIVE OPTICS (ASYMMETRIC
DISTRIBUTION)
10KV
7-PIN TWISTLOCK RECEPTACLE
117 LUMENS/WATT
ERLH010C330AGRAYR
LUMINAIRE SPECIFICATIONS:
STYLE:
HEIGHT:
WIDTH:
MATERIAL:
GLOBE:
FINISH:
LAMPING:
VOLTAGE:
COLOR TEMP:
OPTICAL SYSTEM:
SURGE:
MODIFIER:
EFFICACY:
CATALOG NO.:
8'-0"
42"
GE EVOLVE ERLH COBRA HEAD
CATALOG NO.: ERLH010C330AGRAYR
HALL AND MAIN STREETS - P.O. BOX 19 - SPRING CITY, PA. 19475 PHONE (610) 948-4000 - FAX (610) 948-5577 - WWW.SPRINGCITY.COM Spring City Electrical Mfg. Co.
N.T.S.
SCALE
DESCRIPTION
DRAWING NO.
09-19-2023
THE NORTHAMPTON 20" WRAP BASE WITH 27'-1"
STEEL SHAFT AND SIMPLEX CROSS ARM WITH GE
COBRAHEAD LED LUMINAIRE
DRAWN BY:
N.S.B.
DATE
SPEC-34407
This drawing is property of Spring City Elect. Mfg. and is issued to the recipient with the understanding that it shall not be copied, duplicated, passed on to unauthorized parties, nor used for any purpose other than that for which it is specifically furnished except with Spring City's written permission.
OPPORTUNITY GRAND AVE PHASE II
27'-1" OVERALL POLE HEIGHT
20" DIA.
36 1/2"
ACCESS
DOOR
BB
26'-7" MOUNTING HEIGHT
THE NORTHAMPTON WRAP BASE
3'-0"
20" DIAMETER
TWO PIECE (WRAP AROUND), HEAVY WALL
CAST ALUMINUM ALLOY ANSI 356 PER A.S.T.M.
B26-95
PRIME PAINT AND FINISH PAINT TO MATCH -
CITY HALL GREEN
LOCATED IN BASE SECURED WITH TAMPER
PROOF HEX SOCKET SECURITY MACHINE
SCREWS
AWBNRT-20-CW
BASE SPECIFICATIONS:
STYLE:
HEIGHT:
WIDTH:
MATERIAL:
FINISH:
ACCESS DOOR:
CATALOG NO.
SMOOTH TAPERED STEEL SHAFT
27'-1"
30'-0"
8" O.D.
11 GAUGE, STEEL MONOTUBE CONSTRUCTION
PRIME PAINT AND FINISH PAINT TO MATCH - CITY
HALL GREEN
1/4"-20 NUT WELDED TO INSIDE WALL OF SHAFT
OPPOSITE HAND HOLE TO ACCOMMODATE GROUND
STUD (GROUND STUD SUPPLIED BY OTHER)
(4) 1" DIA. X 30" LONG + 4" HOOK ANCHOR BOLTS
WITH WITH 2 GALVANIZED NUTS AND 2 GALVANIZED
WASHERS PER BOLT)
5 1/2" REQUIRED
SSHSM-G24-08.00-27.08-SD-CW
SHAFT SPECIFICATIONS:
STYLE:
HEIGHT:
PHOTOMETRIC
CENTER:
BASE:
MATERIAL:
FINISH:
GROUND PROVISIONS:
ANCHOR BOLTS:
BOLT PROJECTION:
CATALOG NO.:
SECTION B-B
BASE PLATE DETAIL
N.T.S.
℄ OF ACCESS DOOR
AND HAND HOLE
11 1/2" DIA.
BOLT CIRCLE
℄ OF CROSS ARM
8" O.D. OF
STEEL SHAFT
20"
12" SQ. X
1" THICK
STREET SIDE
SECTION A-A
SMOOTH TAPERED
11 GAUGE STEEL
SHAFT
N.T.S.
TAPERED LUMINAIRE ARM
3'-6"
8'-0"
SMOOTH TAPERED STEEL PER A.S.T.M. A595 GRADE A
PRIME PAINT AND FINISH PAINT TO MATCH - CITY HALL
GREEN
2 3/8" DIA. X 8" LONG (TO ACCEPT LUMINAIRE)
SARESC-1S-SD-96-36-TN2.38-8.00-CW
CROSS ARM SPECIFICATIONS:
STYLE:
HEIGHT:
WIDTH:
MATERIAL:
FINISH:
TENON:
CATALOG NO.:
GE ERLH COBRA HEAD
5 3/8"
22 1/8" WIDE
ALUMINUM DIE CAST ENCLOSURE CASTING
IMPACT RESISTANT TEMPERED GLASS
POWDER COAT - GRAY
82 WATT LED SYSTEM
ELECTRONICALLY WIRED AT 120-277 VOLTS
3000K (WARM WHITE)
TYPE III REFRACTIVE OPTICS (ASYMMETRIC
DISTRIBUTION)
10KV
7-PIN TWISTLOCK RECEPTACLE
117 LUMENS/WATT
ERLH010C330AGRAYR
LUMINAIRE SPECIFICATIONS:
STYLE:
HEIGHT:
WIDTH:
MATERIAL:
GLOBE:
FINISH:
LAMPING:
VOLTAGE:
COLOR TEMP:
OPTICAL SYSTEM:
SURGE:
MODIFIER:
EFFICACY:
CATALOG NO.:
8'-0"
42"
GE EVOLVE ERLH COBRA HEAD
CATALOG NO.: ERLH010C330AGRAYR
This drawing is property of Spring City Electrical Mfg. Co. and is issued to the recipient with the understanding that it shall not be copied, duplicated, passed on to unauthorized parties, nor used for any purpose other than that for which it is specifically furnished except with Spring City's written permission.
HALL AND MAIN STREETS - P.O. BOX 19 - SPRING CITY, PA. 19475 PHONE (610) 948-4000 - FAX (610) 948-5577 - WWW.SPRINGCITY.COM Spring City Electrical Mfg. Co.
N.T.S.
DESCRIPTION
SCALE
08-04-2021J.H.P. LP-33311
DRAWN BY: DATE
THE NORTHAMPTON 20" WRAP BASE WITH 22'-0"
STEEL SHAFT AND THE BRYN MAWR SOLID TOP
X-SERIES LED LUMINAIRE
DRAWING NO.
22'-0"
23'-6" TO THE PHOTOMETRIC CENTER
THE NORTHAMPTON WRAP BASE
3'-0"
20" DIAMETER
TWO PIECE (WRAP AROUND), HEAVY WALL
CAST ALUMINUM ALLOY ANSI 356 PER A.S.T.M.
B26-95
PRIME PAINT AND FINISH PAINT TO MATCH -
CITY HALL GREEN
LOCATED IN BASE SECURED WITH TAMPER
PROOF HEX SOCKET SECURITY MACHINE
SCREWS
AWBNRT-20-CW
BASE SPECIFICATIONS:
STYLE:
HEIGHT:
WIDTH:
MATERIAL:
FINISH:
ACCESS DOOR:
CATALOG NO.
SMOOTH TAPERED STEEL SHAFT
22'-0"
23'-6"
8" O.D.
3 GAUGE, STEEL MONOTUBE CONSTRUCTION
PRIME PAINT AND FINISH PAINT TO MATCH -
CITY HALL GREEN
1/4"-20 NUT WELDED TO INSIDE WALL OF
SHAFT OPPOSITE HAND HOLE TO
ACCOMMODATE GROUND STUD (GROUND
STUD SUPPLIED BY OTHER)
(4) 1 1/2" DIA. X 48" LONG ANCHOR BOLTS WITH
WITH 2 GALVANIZED NUTS AND 2 GALVANIZED
WASHERS PER BOLT)
5 1/2" REQUIRED
2 7/8" DIA. X 3" HIGH (TO ACCEPT LUMINAIRE)
SSHSM-G13-08.00-22.00-TN2.88-3.00-GFWI-CW
SARBNG-M1-2S-18.00-FB-CW
FBNUBA-1S-BSBB-LG-0.75-31.00-5.5-6-CU
FBNUBA-1S-BSBB-LG-0.75-31.00-6-6.5-CU
SHAFT SPECIFICATIONS:
STYLE:
HEIGHT:
PHOTOMETRIC
CENTER:
BASE:
MATERIAL:
FINISH:
GROUND PROVISIONS:
ANCHOR BOLTS:
BOLT PROJECTION:
TENON:
CATALOG NO.:
SHAFT:
FLOWER ARMS:
BANNER ARM (UPPER):
BANNER ARM (LOWER):
SECTION A-A
AA
SECTION B-B
BASE PLATE DETAIL
N.T.S.
℄ OF ACCESS DOOR, HAND HOLE,
RECEPTACLE, AND FLOWER ARM
11 1/2" DIA.
BOLT CIRCLE
℄ OF BANNER ARM,
WIRING INGRESS AND
SPAN WIRE CLAMP
8" O.D. OF
STEEL SHAFT
1 1/4" NPT FLOWER
ARMS WITH 1/4"-20
BOLTED CONNECTION
18"
3"
SUPPLIED
BY OTHERS
SUPPLIED
BY OTHERS
13'-8"
1 13/16"
℄ OF BANNER ARM
5 1/4"
1/2" DIA. THRU HOLE
PROVISION
3/8"-16 THROUGH BOLTS
SUPPLIED WITH (2) WASHERS,
(1) LOCK WASHER, AND (1)
HEX NUT
31"
11'-0"
18'-10"
SEE DETAIL A, B, & C FOR BANNER
ARM AND CONNECTION DETAILS
SMOOTH TAPERED
3 GAUGE STEEL
SHAFT
N.T.S.
DETAIL C
BANNER ARM MOUNTING
PROVISIONS DETAIL
N.T.S.
DETAIL B
BANNER ARM DETAIL
N.T.S.
20"
12" SQ. X
1 1/2" THICK
20" DIA.
36 1/2"
ACCESS
DOOR
BB
℄ OF FLOWER ARM
OPPORTUNITY GRAND AVE - ESCONDIDO, CA
TWIST LOCK RECEPTACLE
SUPPLIED WITH SHORTING CAP
(2) STEEL SPAN WIRE CLAMPS WHERE REQUIRED.
EACH SUPPLIED WITH OBLONG LINKS FOR
MOUNTING FESTOON LIGHTING. SEE DETAILS G &
H FOR FURTHER DETAIL. (FESTOON LIGHTING TO
HAVE A 3% SAG OVER ROADWAY)
STREET SIDE
SUPPLIED WITH (2) WATERPROOF WIRE
GLANDS (SEE DETAIL E & F)
10'-0"
SUPPLIED
BY OTHERS
DETAIL A
SIDE VIEW OF
BANNER ARM
N.T.S.
2'-7"
7'-10"
BANNERS SUPPLIED
BY OTHERS
2'-11"12"
15 AMP, TAMPER AND WEATHER
RESISTANT GFCI RECEPTACLE
(COOPER INDUSTRIES #: TWRVGF15)
SUPPLIED WITH WEATHER PROOF
WHILE IN USE LOCKABLE
ALUMINUM COVER (TAYMAC #: MX4280)
(COVER TO MATCH RAL-5003)
4"
1 1/2"2"
DETAIL E
WIRING INGRESS DETAIL
N.T.S.
D/T FOR (2) 1/2"
NPT HOLES
2'-8 1/2"
DETAIL G
SPAN WIRE CLAMP
DETAIL
N.T.S.
1 REVISED BY: J.H.P. DATE: 10-04-21
1 1
1 LUMINAIRE SPECIFICATIONS
LED WATTAGE
40 WATTSLE040
60 WATTSLE060
80 WATTSLE080
CAT. NO.
100 WATTSLE100
120 WATTSLE120
STYLE:
HEIGHT:
WIDTH:
MATERIAL:
GLOBE:
FINISH:
LAMPING:
VOLTAGE:
COLOR TEMP:
OPTICAL SYSTEM:
SURGE:
MODIFIER:
EFFICACY:
CATALOG NO.:
BRYN MAWR SOLID TOP LED X-SERIES
37 3/4"
16 1/2" DIAMETER
CAST ALUMINUM ALLOY ANSI 356 PER A.S.T.M. B26-95
CLEAR STIPPLED ACRYLIC
PRIME PAINT AND FINISH PAINT TO MATCH - CITY
HALL GREEN
PLEASE SELECT WATTAGE BELOW
ELECTRONICALLY WIRED AT 120-277 VOLTS
3000K (WARM WHITE)
TYPE III REFRACTIVE OPTICS (ASYMMETRIC
DISTRIBUTION)
10KV
7-PIN TWISTLOCK RECEPTACLE SUPPLIED WITH
SHORTING CAP
103 LUMENS/WATT
ALMBNM-LE___-EVX-L18-30-CR3-YS11-TR7P-WS6-FPA-CW
PANEL TYPE
ACRYLICY
POLYCARBONATEP
CAT. NO.
1 5"
2 5/8"
1 3/4"
1"
2"
DETAIL D
FLOWER BRACKET DETAIL
N.T.S.
DETAIL H
OBLONG LINK DETAIL
N.T.S.
0.20"
0.45"
1 1/16" 1/2"
1 5/8"
1 1/8"
1/2" NPT THREADS
DETAIL F
WIRE GLAND DETAIL
N.T.S.
3 1/8"
2"
3/8"
3" X 5" STANDARD RECEPTACLE
FESTOON BOX SUPPLIED WITH
BLANK COVER (SEE SECTION
B-B FOR ORIENTATION)
℄ OF FESTOON BOX
SEE DETAIL A, B, & C
FOR BANNER ARM
AND CONNECTION
DETAILS
2 2
2 2
2 REVISED BY: N.S.B. DATE: 09-12-23
2 05/27/2025
C6
City of ChoiceCity of Choice
P23-0014GRAND AVENUE VISION PROJECT - PHASE 2
RECORD DRAWING
PRINT ENGINEER'S NAME DATER.C.E. _________
CITY PROJECT NO.
ENG. 21-0011
KIMLEY-HORN
401 B STREET, STE. 600
619.744.0177
SAN DIEGO, CA 92101
MARK ARAUJO, P.E.
GENERAL STRUCTURAL NOTES
DESIGN SPECIFICATIONS
CONSTRUCTION SPECIFICATIONS
DESIGN LOADS
CONCRETE AND REINFORCEMENT
COORDINATION
DIMENSIONS
SPECIAL INSPECTIONS
FOUNDATION
DRILLED PIER ELEVATION1
DRILLED PIER SECTIONA
A
TABLE 1705.3 - REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE
CONSTRUCTION
LIGHT POLE FOUNDATION DETAILS
BASE PLATE DETAIL2
05/27/2025
C6
LEGEND
City of ChoiceCity of Choice
P23-0014GRAND AVENUE VISION PROJECT - PHASE 2
RECORD DRAWING
PRINT ENGINEER'S NAME DATER.C.E. _________
CITY PROJECT NO.
ENG. 21-0011
KIMLEY-HORN
401 B STREET, STE. 600
619-744-0121
SAN DIEGO, CA 92101
JON M COLLINS, P.E.
TURN RIGHT
MUST
RIGHT LANE YIELD
SPEED
LIMIT
30STOP
ALL WAY ONEWAY
SPEED
LIMIT
25 TURN RIGHT
MUST
RIGHT LANE
FULL LANE
MAY USE
RIGHT LANE
TURNS RIGHT
AHEAD
DO NOT
ENTER TO
HERE
YIELD
AHEAD TIME
ANY
PARKING
NO
P
BIKE
LANE
SIGN AND PAVEMENT MARKING NOTES AND DETAILS
SIGNING AND STRIPING NOTES
”
“ ”
PROPOSED SIGN LEGEND
DETAIL "A"
ANGLE PARKING MARKING INSTALLING DETAIL
NOT TO SCALE
DETAIL "B"
PARALLEL PARKING MARKING DETAIL
NOT TO SCALE
NOTES
DETAIL "D"
CONTINENTAL CROSSWALK DETAIL
NOT TO SCALE
DETAIL "C"
WHITE DOTTED EDGE LINE EXTENSION DETAIL FOR
ROUNDABOUT
NOT TO SCALE
NOPARKING
TOA.M.2 P.M.6
EXCEPT SUNDAYS & HOLIDAYS
PARKING
TOA.M.8 P.M.6
3 HOUR
NO
MUN. CODE SEC. 5-33
COASTERS
ROLLER SKATES
SKATEBOARDS
MON - SAT
8 AM - 6 PM
EXISTING SIGN LEGEND
PUBLIC
PARKING
OVER 10TONS
THRU
TRAFFIC
MERGE
LEFT
LANE
RIGHT
ENDS
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GRAND AVENUE
S MAPLE STREET
N MAPLE STREET
N ESCONDIDO
BOULEVARDS ESCONDIDO
BOULEVARD
S BROADWAY
N KALMIA STREET
N BROADWAY
GRAND AVENUE
S KALMIA STREET
LEGEND
City of ChoiceCity of Choice
P23-0014GRAND AVENUE VISION PROJECT - PHASE 2
RECORD DRAWING
PRINT ENGINEER'S NAME DATER.C.E. _________
CITY PROJECT NO.
ENG. 21-0011
KIMLEY-HORN
401 B STREET, STE. 600
619-744-0121
SAN DIEGO, CA 92101
JON M COLLINS, P.E. NORTH
MARKING NOTES
STRIPING DETAILS
STRIPING PLAN
GRAND AVENUE MATCHLINE STA 18+50 - SEE BELOW LEFT
GRAND AVENUE MATCHLINE STA 18+50 - SEE ABOVE RIGHT
GRAND AVENUE MATCHLINE STA 28+50 - SEE SHEET
41 N BROADWAY MATCHLINE
SEE SHEET 41
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LEGEND
S JUNIPER STREET
N JUNIPER STREET
N IVY STREET
S IVY STREET
GRAND AVENUE
VALLEY PKWY
N BROADWAY
N BROADWAY
E PENNSYLVANIA AVE
PRIOR TO FINAL STRIPING, CONTRACTOR
SHALL COORDINATE WITH
PUBLIC WORKS TO REDRAW DETECTION
ZONES FOR SOUTHBOUND BROADWAY.
City of ChoiceCity of Choice
P23-0014GRAND AVENUE VISION PROJECT - PHASE 2
RECORD DRAWING
PRINT ENGINEER'S NAME DATER.C.E. _________
CITY PROJECT NO.
ENG. 21-0011
KIMLEY-HORN
401 B STREET, STE. 600
619-744-0121
SAN DIEGO, CA 92101
JON M COLLINS, P.E.
NORTH
MARKING NOTES
STRIPING DETAILS
NORTH
STRIPING PLAN
GRAND AVENUE MATCHLINE STA 28+50 - SEE SHEET
40 N BROADWAY MATCHLINE
SEE SHEET
40 05/27/2025
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GRAND AVENUE
S MAPLE STREET
N MAPLE STREET
N ESCONDIDO
BOULEVARDS ESCONDIDO
BOULEVARD
S BROADWAY
S KALMIA
STREET
N KALMIA
STREET
N BROADWAY
GRAND AVENUE
LEGEND
City of ChoiceCity of Choice
P23-0014GRAND AVENUE VISION PROJECT - PHASE 2
RECORD DRAWING
PRINT ENGINEER'S NAME DATER.C.E. _________
CITY PROJECT NO.
ENG. 21-0011
KIMLEY-HORN
401 B STREET, STE. 600
619-744-0121
SAN DIEGO, CA 92101
JON M COLLINS, P.E. NORTH
MARKING NOTES
SIGNING PLAN
GRAND AVENUE MATCHLINE STA 18+50 - SEE BELOW LEFT
GRAND AVENUE MATCHLINE STA 18+50 - SEE ABOVE RIGHT
GRAND AVENUE MATCHLINE STA 28+50 - SEE SHEET
43 N BROADWAY MATCHLINE
SEE SHEET 43
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LEGEND
S JUNIPER
STREET N JUNIPER
STREET
N IVY STREET
S IVY STREET
GRAND AVENUE
VALLEY PKWY
N BROADWAY N BROADWAY
E PENNSYLVANIA AVE
City of ChoiceCity of Choice
P23-0014GRAND AVENUE VISION PROJECT - PHASE 2
RECORD DRAWING
PRINT ENGINEER'S NAME DATER.C.E. _________
CITY PROJECT NO.
ENG. 21-0011
KIMLEY-HORN
401 B STREET, STE. 600
619-744-0121
SAN DIEGO, CA 92101
JON M COLLINS, P.E.
NORTH
MARKING NOTES
NORTH
SIGNING PLAN
GRAND AVENUE MATCHLINE STA 28+50 - SEE SHEET
42 N BROADWAY MATCHLINE
SEE SHEET
42 05/27/2025
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S KALMIA
STREET
N KALMIA
STREET
GRAND AVENUE
GENERAL NOTES
LEGEND
City of ChoiceCity of Choice
P23-0014GRAND AVENUE VISION PROJECT - PHASE 2
RECORD DRAWING
PRINT ENGINEER'S NAME DATER.C.E. _________
CITY PROJECT NO.
ENG. 21-0011
KIMLEY-HORN
401 B STREET, STE. 600
619.744.0177
SAN DIEGO, CA 92101
MARK ARAUJO, P.E.
NORTH
DEMOLITION NOTES
ADDITIVE BID - DEMOLITION PLAN
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S KALMIA STREET N KALMIA
STREET
GRAND AVENUE
LEGEND
GENERAL NOTES
City of ChoiceCity of Choice
P23-0014GRAND AVENUE VISION PROJECT - PHASE 2
RECORD DRAWING
PRINT ENGINEER'S NAME DATER.C.E. _________
CITY PROJECT NO.
ENG. 21-0011
KIMLEY-HORN
401 B STREET, STE. 600
619.744.0177
SAN DIEGO, CA 92101
MARK ARAUJO, P.E.
NORTH
CONSTRUCTION NOTES
ADDITIVE BID - IMPROVEMENT PLAN
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S KALMIA
STREET
N KALMIA
STREET
GRAND AVENUE
CURB GEOMETRIC DATA
City of ChoiceCity of Choice
P23-0014GRAND AVENUE VISION PROJECT - PHASE 2
RECORD DRAWING
PRINT ENGINEER'S NAME DATER.C.E. _________
CITY PROJECT NO.
ENG. 21-0011
KIMLEY-HORN
401 B STREET, STE. 600
619.744.0177
SAN DIEGO, CA 92101
MARK ARAUJO, P.E.
NORTH
ADDITIVE BID - HORIZONTAL AND VERTICAL CONTROL PLAN
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652
656
660
664
652
656
660
664
GENERAL NOTE
652
656
660
664
652
656
660
664
652
656
660
664
652
656
660
664
652
656
660
664
652
656
660
664
654
656
660
664
654
656
660
664
PROFILE LEGEND
City of ChoiceCity of Choice
P23-0014GRAND AVENUE VISION PROJECT - PHASE 2
RECORD DRAWING
PRINT ENGINEER'S NAME DATER.C.E. _________
CITY PROJECT NO.
ENG. 21-0011
KIMLEY-HORN
401 B STREET, STE. 600
619.744.0177
SAN DIEGO, CA 92101
MARK ARAUJO, P.E.
NORTH
ADDITIVE BID - CURB PROFILES
TC PROFILE - GRAND AVE AND KALMIA ST - NW CORNER TC PROFILE - GRAND AVE AND KALMIA ST - NE CORNER
TC PROFILE - GRAND AVE AND KALMIA ST - SE CORNER
TC PROFILE - GRAND AVE AND KALMIA ST - SW CORNER TC PROFILE - GRAND AVE AND KALMIA ST - CIRCLE 05/27/2025
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NORTH City of ChoiceCity of Choice
P23-0014GRAND AVENUE VISION PROJECT - PHASE 2
RECORD DRAWING
PRINT ENGINEER'S NAME DATER.C.E. _________
CITY PROJECT NO.
ENG. 21-0011
KIMLEY-HORN
401 B STREET, STE. 600
619.744.0177
SAN DIEGO, CA 92101
MARK ARAUJO, P.E.
CURB RAMP ENLARGEMENT - GRAND AVE (NW) CURB RAMP ENLARGEMENT - GRAND AVE (NE)
ADDITIVE BID - CURB RAMP ENLARGEMENTS -
KALMIA (N)
CURB RAMP ENLARGEMENT - KALIMA ST (NW) CURB RAMP ENLARGEMENT - KALIMA ST (NE)
N KALMIA
STREET
GRAND AVENUE GRAND AVENUE
05/27/2025
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NORTH City of ChoiceCity of Choice
P23-0014GRAND AVENUE VISION PROJECT - PHASE 2
RECORD DRAWING
PRINT ENGINEER'S NAME DATER.C.E. _________
CITY PROJECT NO.
ENG. 21-0011
KIMLEY-HORN
401 B STREET, STE. 600
619.744.0177
SAN DIEGO, CA 92101
MARK ARAUJO, P.E.
CURB RAMP ENLARGEMENT - KALIMA ST (SW) CURB RAMP ENLARGEMENT - KALIMA ST (SE)
ADDITIVE BID - CURB RAMP ENLARGEMENTS - KALMIA (S)
CURB RAMP ENLARGEMENT - GRAND AVE (SW) CURB RAMP ENLARGEMENT - GRAND AVE (SW)
S KALMIA
STREET
GRAND AVE.
GRAND AVE.
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NORTH City of ChoiceCity of Choice
P23-0014GRAND AVENUE VISION PROJECT - PHASE 2
RECORD DRAWING
PRINT ENGINEER'S NAME DATER.C.E. _________
CITY PROJECT NO.
ENG. 21-0011
KIMLEY-HORN
401 B STREET, STE. 600
619.744.0177
SAN DIEGO, CA 92101
MARK ARAUJO, P.E.
E SPLITTER ISLAND ENLARGEMENT - GRAND AVE & KALIMA ST
W SPLITTER ISLAND ENLARGEMENT - GRAND AVE & KALIMA ST
ADDITIVE BID - SPLITTER ISLAND ENLARGEMENTS
- KALMIA
S SPLITTER ISLAND ENLARGEMENT - GRAND AVE & KALIMA ST
N SPLITTER ISLAND ENLARGEMENT - GRAND AVE & KALIMA ST
CURB GEOMETRIC DATA
05/27/2025
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City of ChoiceCity of Choice
P23-0014GRAND AVENUE VISION PROJECT - PHASE 2
RECORD DRAWING
PRINT ENGINEER'S NAME DATER.C.E. _________
CITY PROJECT NO.
ENG. 21-0011
KIMLEY-HORN
401 B STREET, STE. 600
619.744.0177
SAN DIEGO, CA 92101
MARK ARAUJO, P.E.
NORTH
CONSTRUCTION NOTES
ADDITIVE BID - DRAINAGE PLAN AND PROFILE
SD-05 PROFILESD-07 PROFILE
GENERAL NOTE
GRAND AVE
S KALMIA
N KALMIA
644
648
652
656
660
664
668
644
648
652
656
660
664
668
645
648
652
656
660
664
645
648
652
656
660
664
PIPE TABLE
05/27/2025
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City of ChoiceCity of Choice
P23-0014GRAND AVENUE VISION PROJECT - PHASE 2
RECORD DRAWING
PRINT ENGINEER'S NAME DATER.C.E. _________
CITY PROJECT NO.
ENG. 21-0011
KIMLEY-HORN
401 B STREET, STE. 600
619.234.9411
SAN DIEGO, CA 92101
RANDALL A KOPFF JR, PLA
PLANT SCHEDULE
SITE FURNISHING SCHEDULE
ADDITIVE BID - URBAND DESIGN AND IRRIGATION SCHEDULES
IRRIGATION SCHEDULE
GENERAL NOTES:
05/27/2025
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City of ChoiceCity of Choice
P23-0014GRAND AVENUE VISION PROJECT - PHASE 2
RECORD DRAWING
PRINT ENGINEER'S NAME DATER.C.E. _________
CITY PROJECT NO.
ENG. 21-0011
KIMLEY-HORN
401 B STREET, STE. 600
619.234.9411
SAN DIEGO, CA 92101
RANDALL A KOPFF JR, PLA
NORTH
ADDITIVE BID - URBAN DESIGN PLAN
PLANT LEGEND
HARDSCAPE NOTES
S KALMIA
STREET
N KALMIA
STREET
05/27/2025
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City of ChoiceCity of Choice
P23-0014GRAND AVENUE VISION PROJECT - PHASE 2
RECORD DRAWING
PRINT ENGINEER'S NAME DATER.C.E. _________
CITY PROJECT NO.
ENG. 21-0011
KIMLEY-HORN
401 B STREET, STE. 600
619.234.9411
SAN DIEGO, CA 92101
RANDALL A KOPFF JR, PLA NORTH
IRRIGATION SCHEDULE
ADDITIVE BID -IRRIGATION PLAN
GENERAL NOTES
S KALMIA
STREET
N KALMIA
STREET
GRAND AVENUE
GRAND AVENUE
1"
2"
05/27/2025
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City of ChoiceCity of Choice
P23-0014GRAND AVENUE VISION PROJECT - PHASE 2
RECORD DRAWING
PRINT ENGINEER'S NAME DATER.C.E. _________
CITY PROJECT NO.
ENG. 21-0011
KIMLEY-HORN
401 B STREET, STE. 600
619.744.0177
SAN DIEGO, CA 92101
MARK ARAUJO, P.E.
ELECTRICAL NOTES
NORTH
ADDITIVE BID - ELECTRICAL AND LIGHTING PLAN
MATCHLINE STA. 25+55 SEE BELOW LEFT
MATCHLINE STA. 25+55 SEE ABOVE RIGHT
CONDUIT SCHEDULE
LEGEND:
N BROADWAY
S KALMIA
STREET
N KALMIA
STREET
S BROADWAY
GRAND AVENUE
N BROADWAY
JUNIPER
STREET
GRAND AVENUE
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S BROADWAY
S KALMIA
STREET
N KALMIA
STREET
S JUNIPER
STREET N JUNIPER
STREET
N BROADWAY
GRAND AVENUE
LEGEND
S BROADWAY
S JUNIPER
STREET N JUNIPER
STREET
N BROADWAY
S KALMIA
STREET
N KALMIA
STREET
GRAND AVENUE
City of ChoiceCity of Choice
P23-0014GRAND AVENUE VISION PROJECT - PHASE 2
RECORD DRAWING
PRINT ENGINEER'S NAME DATER.C.E. _________
CITY PROJECT NO.
ENG. 21-0011
KIMLEY-HORN
401 B STREET, STE. 600
619-744-0121
SAN DIEGO, CA 92101
JON M COLLINS, P.E. NORTH
MARKING NOTES
STRIPING DETAILS
ADDITIVE BID-SIGNING AND STRIPING PLAN
ADDITIVE BID - KALMIA
ADDITIVE BID - KALMIA
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SECTION 203 – BITUMINOUS MATERIALS
303-5.9 Measurement and Payment
ADD the following:
Measurement for the various items of work under Portland Cement Concrete (P.C.C.) Construction shall be measured in accordance with the units indicated in the bid schedule and as specified in the various sections of these Special Provisions.
Measurement and payment for concrete curb and gutter (all types) or curb only (all types) shall include all types of transition sections where the curb height varies, including curb ramps, driveways and curb cuts.
As determined by the cross-sectional area of each curb type, transition sections shall be considered included in the measurement of the larger of the two adjoining curb and gutter or curb only sections.
Curb and gutter at curb ramps shall be measured as curb and gutter and shall not be included in the unit price bid for “Construct Curb Ramp Type B per SDRSD G-27.”
Full compensation for Portland Cement Concrete construction is considered included in the unit or lump sum prices paid for the various concrete bid items and no additional compensation will be allowed therefor.
The unit or lump sum prices paid for the items of work shall include full compensation for furnishing all labor, materials, reinforcement, truncated domes, color concrete test panels, underdrains, tools, equipment, transportation, joints, joint sealant, structure excavation and backfill, forms, finishing, color admixtures, curing agents, curing, scoring, stamping, steel reinforcement, marking, joints, asphalt paving along the edges for smooth driving transitions and incidentals necessary for a complete installation, Complete-In- Place, and no additional compensation will be allowed therefor.
Compensation for installing detectable warning system required for curb ramps and passageways shall be included in the price of each curb ramp and passageway.
Concrete bid items include, but are not limited to:
Construct 7” Concrete Pavement
Construct Integral Colored Curb Ramp per SDRSD G-27. Truncated Domes: Charcoal Construct Standard Gray Curb Ramp per SDRSD G-27. Truncated Domes: Charcoal Construct Integral Colored Concrete Curb
Construct Integral Colored Concrete Driveway per SDRSD G-14A Construct Scored Standard Gray Concrete Driveway per SDRSD G-14A Construct 6” Integral Colored Concrete Curb and Gutter per SDRSD G-2 Construct 6” Standard Gray Concrete Curb and Gutter per SDRSD G-2 Construct 6” Integral Colored Concrete Curb per SDRSD G-1 Construct 0” Integral Colored Concrete Curb per SDRSD G-1 Construct 6” Integral Colored Thickened Concrete Curb and Gutter per SDRSD G-2 Construct Standard Gray Concrete Sidewalk with Medium Broom Finish and Concrete Turndown
Construct Integral Colored Concrete Sidewalk per SDRSD G-7, G-9, G-10 and G-11 4" Scored Standard Gray Concrete Sidewalk
Construct Integral Colored Mountable Curb
Construct 6” Thickened Integral Concrete Curb and Gutter per SDRSD G-02 Construct Integral Colored Concrete Ribbon Gutter per SDRSD G-12, Modified per Plans Construct 11" Reinforced Integral Colored Concrete
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Construct Concrete Spandrel Connection to Existing Pavement Construct 12" Wide Integral Colored Concrete Band
Construct 4" Thick x 1.5' Wide Concrete Maintenance Strip Construct Type A Integral Colored Concrete Passageway Per Caltrans A88B With Raised Truncated Domes
Furnish and Install 24" RCP
Furnish and Install Type B Integral Colored Curb Inlet Per SDRSD D-02 Furnish and Install Type B-1 Integral Colored Curb Inlet Per SDRSD D-02 Construct Integral Colored Type B Curb Inlet Per SDRSD D-02, Modified Per Plans Construct Integral Colored Type A-4 Clean Out Per SDRSD D-09 Construct Sidewalk Underdrain Per SDRSD D-27
Construct Integral Colored Concrete Header at Tree Well Construct Standard Gray Concrete Header at Tree Well
Construct Integral Colored Concrete Sidewalk per SDRSD G-7, G-9, G-10 and G-11 (Includes Thickened Sidewalk)
Construct 7.5" Standard Gray Concrete Sidewalk with Medium Broom Finish Construct 8" Integral Colored Concrete Pavement
303-9 SANDBLASTING
Decorative concrete surface finish exposure method shall be by abrasive blasted surfacing as shown on the Plans. The dosage shall be of a light blast and be 1/4” depth abrasion. Finish effect shall be blasted to expose fine and some coarse aggregate (sandblast, water blast, air blast, ice blast). The sandblasting method shall be designed for concrete flatwork applications (broom finished, sandblast finishes, smooth finished), as well as vertical surfaces, and other types of architectural concrete. Blasting shall be between 7 and 45 days after concrete construction. The appearance of the finished blasted surface shall be uniform, consistent and free of variations.
The Contractor shall submit technical data and manufacturer's specifications for blasting components and a proposed plan for preparing, delivery, placement, finishing, and cleanup of the blasted concrete. This plan shall be submitted to the Engineer for acceptance at least 20 days prior to blasting the architectural texture test panel.
Consistent finishing practices shall be used to ensure uniformity of blasting texture.
The Contractor shall provide one (1) mock-up sample panel of blasting for each treatment type, as specified on the plans, to be used in the installation on identical surfaces for acceptance by the Engineer prior to construction at least 20 days before placing the decorative concrete. The test panel shall be constructed, finished, and cured with the same materials, finishes, tools, equipment, and methods that will be used in the abrasive blasted concrete surfacing. At the completion of the blasting, the test panel shall exhibit a texture that closely matches the specified finish exposure. If ordered by the Engineer, additional test panels shall be constructed, finished, cured, and blasted until the specified finish exposure is obtained, at no additional cost to the Owner.
The approved test panels shall be the standard of comparison in determining the acceptability of concrete surface finish exposure per plans.
Contractor will request approval of final locations prior to sandblasting operations.
Surrounding exposed surfaces shall be protected during placement, blasting, and finishing operations of the abrasive concrete surface blasting.
303-9.1 Measurement and Payment
05/27/2025
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Payment for bid Item “ Construct Decorative Sandblast ” shall be made at the contract lump sum price (LS) and shall include full compensation for all labor, materials, tools, equipment, concrete, test panels, subgrade preparation, finishing, color, curing, incidentals, and for doing all work involved in providing the decorative patterns as shown on the Plans, as specified in these Special Provisions, and as directed by the Engineer and no additional compensation will be made therefor.
SECTION 304 – METAL FABRICATION AND CONSTRUCTION
ADD the following subsection:
304-6 DECORATIVE FENCING
Decorative fences shall be 3-foot-tall steel fence manufactured by REVAMP (or approved equal). All fences shall be surface mounted. All steel anchors shall be hot dip galvanized in compliance with Section 210-3 of the Standard Specifications. Anchor heads shall be field painted to match decorative fencing.
Sections of the decorative fence shall be removable as identified in the Plans. The Contractor shall obtain approval from the City for the final layout of all the fences prior to purchase and installation. Additional panels or posts maybe required to account for varying fence alignments and opening.
Fence components shall consist of the following:
Channel Railing: 1-3/4” x 12 Gauge or Flat Bar Railing System (or approved equal) Rails per Panel: 2-Rail Panels or Flat Bar Railing System (or approved equal) Pickets: 1” Square x 16 Gauge or Railing Panel (or approved equal) Air Gap: 3-3/4” TYP
Fence Post: 2-1/2” Square Posts or Flat Bar Railing System (or approved equal) Post Caps: Standard Flat Caps or Flat Bar Railing System (or approved equal) Brackets: Steel Fence Brackets per Manufacturer Recommendations Fasteners: Per Manufacturer’s Recommendations
Anchors: Per Manufacturer’s Recommendations
Post Base: 5” x 5“ Square x 9 Gauge
Finish: Powder Coat
Color: Black
ADD the following subsection:
304-6.1 Measurement and Payment
Contractor shall submit shop drawings for review and acceptance within 20-days after execution of contracts, Material should be ordered within seven (7) calendar days after acceptance by the City.
Submittals and Shop Drawings shall be made in accordance with the General Conditions. The contractor shall submit the manufacturers’ catalog data, cut sheets, and certifications as appropriate for all Contractor furnished materials for approval by the Engineer.
No separate measurement will be made for the requirements of this section.
Full compensation for complying with the requirements of this section shall be considered as included in the contract prices paid for various items of work involved and no additional compensation will be allowed therefor.
Payment for “Furnish and Install Decorative Fence ” shall be paid for at the contract unit price per linear foot (LF) and shall include full compensation for furnishing all labor, materials, equipment and incidentals necessary to perform the work complete in place, including parts, standard and removal panels, brackets, 05/27/2025
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flat bar railing system, post caps, post bases, fasteners, anchors, assembly, installation and as specified in the Plans, the Standard Specifications, these Special Provisions and as directed by the City, and no additional payment shall be made therefor.
401-2.2 Removal and Disposal of Materials
The Contractor shall submit proposed demolition, and removal procedures for approval before work is started. Procedures shall provide for careful removal and disposition of materials, a detailed description of methods and equipment to be used for each operation and of the sequence of operations.
REQUIREMENTS
(a) Bituminous pavement
Sawcutting of edges to be joined to full thickness of pavement is required. Whenever sawcutting, the Contractor shall vacuum clean all sludge produced from the operation. The Contractor shall prevent any sludge from getting into the storm drain system. Payment of sawcutting shall be included in the lump sum (LS) price of Clearing and Grubbing.
EXECUTION
(a) Paving: Remove concrete and asphaltic concrete paving as indicated on the plans. Asphalt concrete pavement removal shall also include removal of the underlying base material, regrading, and recompacting of the subbase.
Existing asphalt removed as part of the work shall be disposed of by delivery to the closest available recycling plant and in accordance with the Federal, State and local ordinances. No demolished asphalt shall be placed in any project fill or placed in area landfills. The Contractor shall provide documentation to the City to verify that all asphalt removed from the site has been sent to the nearest available recycling center. Contractor shall provide an affidavit of disposal.
(b) Concrete: Where concrete work is to be removed, sawcut concrete to the nearest joint along straight lines to a depth of not less than four inches. At locations where the broken face cannot be concealed, it shall be ground smooth or the sawcut shall be made entirely through the concrete.
(f) Debris and Rubbish: Remove and transport debris and rubbish in a manner that will prevent spillage on streets or adjacent areas. Clean up spillage from streets and adjacent roads.
(g) Regulations: Comply with Federal, State and local hauling and disposal regulations.
Demolition shall also include, but is not limited to, the following items:
Sawcut of existing A.C. pavement and sidewalk to clean, neat, straight lines. Removal and disposal of existing A.C. pavement, concrete sidewalk, concrete sidewalk pavers, concrete driveway, concrete brick pavers (all types), concrete ribbon gutter, concrete bus pad, concrete curbs and curb and gutter, curb inlets, and all miscellaneous concrete, miscellaneous asphalt including aggregate base associated with each of the items which may be found within the work limits and as shown on the plans and as directed by the Engineer. Removal of existing irrigation system within the project footprint as shown on the plans including potholing, mapping, cutting, capping, removing and disposing of sprinkler lines and sprinkler heads (all types) that are within the project limits and as specified in Section 801 of these Special Provisions.
Removal of all items necessary to complete the work within the project footprint including items not specifically shown on the construction drawing plans but discoverable through site visit or other 05/27/2025
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reasonable means at time of bid. The Engineer shall have sole discretion in determining what items were “discoverable” but will generally be defined as items that could be seen, measured, and/or otherwise identified through surface investigation. Removal and abandonment of existing streetlight and traffic signal foundations to 12” below finish grade.
Removal, relocation, adjusting, disposal or salvaging of all facilities as shown on the construction drawings and as directed by the Engineer. These include but not limited to:
o Bike racks
o Trash receptacles
o Decorative fences (all types)
o Traffic signal equipment
o Underdrains
o Pull boxes
o Water valves
o Utility adjustments
o RCP storm drains
o Wine barrels
o Event fencing
o Corten steel planters
1. ELECTRICAL UNDERGROUND JUNCTION BOX (INCLUDED IN CONTRACTOR'S BID) a. The electrical underground junction box shall be constructed in accordance with the Plans. Junction boxes may be referred to as pull box on the Plans and Details. See plan sheets for electrical junction box dimensions and detail. Pull Boxes shall comply with the requirements specified in Section 86-1.02C, Pull Boxes. All pull boxes shall be tan in color.
800-1.1 Topsoil
800-1.1.1 General
ADD the following:
Topsoil for this project shall be designated as Class A (imported), as specified herein.
ADD the following subsection:
800-1.1.1.5 Bioretention Facilities
The BMP Sidewalk Planter basin shall be constructed in conformity with the Plans, the Standard Specifications, and these Special Provisions.
Engineered Soil Media
Engineered Soil Media (ESM) is a formulated soil mixture that is intended to filter storm water and support plant growth while minimizing the leaching of chemicals found in the ESM itself. ESM consists of 70% to 85% by volume washed sand and 15% to 30% by volume compost or alternative organic amendment. Alternative proportions may be justified under certain conditions. ESM shall be mixed thoroughly using a mechanical mixing system at the plant site prior to delivery. In order to reduce the potential for leaching of nutrients, the proportion of compost or alternative organic amendment shall be held to a minimum level that will support the proposed vegetation in the system.
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The sand shall conform to ASTM C33 “Fine aggregate concrete sand” requirements. A sieve analysis shall be performed in accordance with ASTM C 136, ASTM D 422, or approved equivalent method to demonstrate compliance with the gradation limits shown in the Table 301-12.2.1. The sand shall be thoroughly washed to remove fines, dust, and deleterious materials prior to delivery. Fines passing the No. 200 sieve shall be non-plastic.
Sieve Size Percent Passing (by Weight)
(ASTM D422) Minimum Maximum
3/8 inch 100 100
#4 95 100
#8 80 100
#16 50 85
#30 25 60
#50 5 30
#100 0 10
#200 0 5
Note: Coefficient of Uniformity (Cu = D60/D10) equal to or greater than 4.
Compost
Compost shall be certified by the U.S. Composting Council’s Seal of Testing Assurance Program or an approved equivalent program. Compost shall comply with the following requirements:
1. Organic Material Content shall be 35% to 75% by dry weight.
2. Carbon to nitrogen (C:N) ratio shall be between 15:1 and 40:1, preferably above 20:1 to reduce the potential for nitrogen leaching/washout.
3. Physical contaminants (manmade inert materials) shall not exceed 1% by dry weight.
4. pH shall be between 6.0 and 7.5.
5. Soluble Salt Concentration shall be less than 10 dS/m (Method TMECC 4.10-A, USDA and U.S. Composting Council).
6. Maturity (seed emergence and seedling vigor) shall be greater than 80% relative to positive control (Method TMECC 5.05-A, USDA, and U.S. Composting Council).
7. Stability (Carbon Dioxide evolution rate) shall be less than 2.5 mg CO2-C per g compost organic matter (OM) per day or less than 5 mg CO2-C per g compost carbon per day, whichever unit is reported. (Method TMECC 5.08-B, USDA, and U.S. Composting Council). Alternatively, a Solvita rating of 6 or higher is acceptable.
8. Moisture shall be 25%-55% wet weight basis.
9. Select Pathogens shall pass US EPA Class A standard, 40 CFR Section 503.32(a).
10. Trace Metals shall pass US EPA Class A standard, 40 CFR Section 503.13, Tables 1 and 3.
11. Shall be within gradation limits in Table 301-12.2.2 (ASTM D 422 sieve analysis or approved equivalent).
Compost Gradation Limits
Sieve Size Percent Passing (by weight)
16mm (5/8”) 99 to 100
6.3 mm (1/4”) 40 to 95
2 mm 40 to 90
Submittals
Submit test results of bioengineered soil permeability. No separate measurement will be made for the requirements of submittals. Full compensation for complying with the requirements of this section shall be considered as included in the contract lump sum prices paid for various items of work involved, and no additional compensation will be allowed therefor.
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Installation Recommendations
These steps may be modified to reflect different bioretention applications or site conditions:
1. Construction of the bioretention area may only begin after the entire contributing drainage area has been stabilized with vegetation, mulch, asphalt, or other means. It may be necessary to swales or other inlets while the detention area is being constructed. The proposed bioretention sites shall be checked for existing utilities prior to any excavation.
2. The City Inspector and Contractor shall have a preconstruction meeting, checking the boundaries of the contributing drainage area and the actual inlet elevations to ensure they conform to the original design.
3. Temporary erosion and sediment controls are needed during construction of the bioretention areas to divert stormwater away from the detention area until it is completed. Special protection measures, such as erosion control fabric, may be needed to protect vulnerable side slopes from erosion during the construction process.
4. Excavators or backhoes shall work from the sides to excavate the detention area to its appropriate design depth and dimensions. Excavating equipment shall have buckets with adequate reach so they do not sit within the footprint of the detention area.
5. The bottom soils shall be ripped to a depth of 12 inches and recompact to 90% relative compaction.
6. Construct storm drain structures and install 30 mil HDPE impermeable liner by Liner Company (or approve equal) along all the sides of the BMP. Install 8” PVC (SDR-35) perforated and solid pipes, and cleanouts as depicted in the Plans.
7. Install 8” minimum of 1-1/2” crushed rock layer over pipes, pack, and ensure 1” minimum cover over the underdrain pipes.
8. Install cleanout cap per the Plan. Do NOT solvent weld cap on. Cap must be removed for periodic maintenance and cleaning.
9. Install filter fabric US 115 NW by US Fabric (or approved equal) to be turned up 6” along all edges.
10. Deliver the soil media from an approved vendor and store it on an adjacent impervious area or plastic sheeting. Apply the media in 12-inch lifts until the desired top elevation of the detention area is achieved.
Wait a minimum of 3 days to check for settlement, and add additional media, as needed, to achieve the design elevation.
11. Construct earthen berms.
12. Landscape and irrigate according to the plans and specifications.
13. Place the shredded wood mulch in the cells and spread.
14. Conduct the final construction inspection.
800-1.2.5 Mulch.
MODIFY as follows:
Mulch shall be as designated in accordance with the requirements herein. Mulch shall be from a bulk source approved by the Engineer or their designated representative in advance of delivery to the Work site.
Rock Mulch: Desert Gold, 3/4” Diameter. By Southwest Boulder and Stone. (1-877-792-7625) or approved equal. Contractor shall submit a 5 lb. sample of the Rock Mulch for approval by the Engineer prior to delivery of material to the site.
Rock Cobble: Santa Fe, 3”-5” Diameter. By Southwest Boulder and Stone. (1-877-792-7625) or approved equal. Contractor shall submit a 5 lb. sample of the Rock Mulch for approval by the Engineer prior to delivery of material to the site.
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801-4.12 Rock Mulch.
ADD the following:
Rock Mulch and Rock Cobble shall be installed in all landscape areas at a depth as noted on the Plans to provide for 100% complete coverage.
801-8 Measurement and Payment
ADD the following:
Full compensation for landscape and irrigation work including any additional materials and labor, not shown on the plans or specified, which are necessary to complete the installation of the various landscape and irrigation system, shall be is considered included in the unit or lump sum prices paid for the various landscape and irrigation bid items and shall include full compensation for furnishing all labor, materials, tools, equipment, transportation and incidentals but not limited to installing rock mulch, installing weed barrier, installing tree root barrier per the manufacturer recommendations, weed removal, soil preparation, fertilizer, soil amendments, deep watering pipes, stakes, augering holes as necessary, excavation and backfill, installation of a complete-in-place, functioning, tested and approved irrigation system with all appurtenances, extra parts, controllers, manuals, utility services, service cabinets, permits, etc., maintenance period and all items necessary to sustain healthy growing periods for the minimum number of days following installation such as watering, replacement of plants, or other landscape and irrigation materials, weed control, and any other maintenance effort required until the City takes-over of maintenance, including any temporary irrigation and permanent irrigation work, as well as any landscaping maintenance effort required as shown on the plans, these Special Provisions, and as directed by the Engineer and no additional compensation will be allowed therefor.
Landscape and Irrigation bid items include, but not limited to:
Furnish and Install 24" Box Tree
Furnish and Install 5 Gallon Shrub/Accent
Furnish and Install 1 Gallon Shrub/Accent
Furnish and Install Boulder
Furnish and Install Rock Mulch
Furnish and Install Rock Cobble
Furnish and Install Weed Barrier
Furnish and Install Root Barrier
Furnish and Install Irrigation System Complete
Maintenance and Plant Establishment Period
Payment for the bid item “Construct BMP Per Plans” shall be made at the contract unit price per square foot (SF) and shall include full compensation for furnishing all labor, materials, tools, equipment, 1-1/2” crushed rock, 8” SDR- 35 Perforated and Solid PVC pipes, cleanouts and caps, pipe fittings, 30 mil HDPE impermeable liner, filter fabric, engineered soil media, complete in place, as shown on the Plans, as specified in these Special Provisions, and as directed by the Engineer and no additional payment shall be made therefor.
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ITEM No. ITEM DESCRIPTION SPEC PAYMENT UNIT QUANTITY UNIT PRICE TOTAL PRICE 1 Mobilization and Demobilization 7-3.4 7-3.4 LS 1 $62,000.00 $62,000.00 2 Storm Water and Environmental Control 3-12.6 3-12.6 LS 1 $13,000.00 $13,000.00 3 Construction Staking and Surveying 3-10 3-10 LS 1 $25,000.00 $25,000.00 4 Public Convenience, Safety and Traffic Control 601 601-2.2 LS 1 $74,000.00 $74,000.00 5 Clearing and Grubbing 300-1 300-1.4 LS 1 $4,000.00 $4,000.00 $178,000.00
6 Sawcut 401-2.2 401-6 LF 730 $5.00 $3,650.00
7 Adjust to Finish Grade 401-2.2 401-6 EA 22 $500.00 $11,000.00 8 Remove and Dispose of Pre-Cast Concrete Pavers, Sidewalk, Curb Ramp and Aggregate Base 401-2.2 401-6 SF 13,705 $3.50 $47,967.50 9 Remove and Dispose of Curb & Gutter and Aggregate Base 401-2.2 401-6 LF 685 $9.00 $6,165.00 10 Remove and Dispose of Driveway and Aggregate Base 401-2.2 401-6 SF 270 $7.00 $1,890.00 11 Remove and Dispose of Trees 401-2.2 401-6 EA 12 $1,200.00 $14,400.00 12 Remove and Dispose of AC and Base 401-2.2 401-6 SY 2,175 $35.00 $76,125.00 13 Remove and Salvage Store Front Decorative Fences (All Types) 401-2.2 401-6 LF 130 $7.00 $910.00 14 Remove and Salvage Trash Receptacles 401-2.2 401-6 EA 5 $250.00 $1,250.00 15 Remove and Salvage Bike Rack 401-2.2 401-6 EA 1 $150.00 $150.00 16 Remove and Dispose PB/WV 401-2.2 401-6 EA 10 $250.00 $2,500.00 17 Remove and Dispose Underdrain 401-2.2 401-6 EA 4 $250.00 $1,000.00 18 Remove and Salvage Existing Light Pole and Luminaire. Remove Foundation to 12" Below Grade. Abandon Remainder of Foundation in Place. Coordinate with City on Salvage Location 401-2.2 401-6 EA 7 $1,500.00 $10,500.00 19 Contractor To Remove And Dispose Of Existing Buried Foundations 12" Min Below Finished Grade and Abandon Remainder of Foundation In Place 401-2.2 401-6 EA 2 $1,500.00 $3,000.00 20 Remove and Salvage Irrigation Equipment and Return to the City Public Works Department 401-2.2 401-6 LS 1 $5,000.00 $5,000.00 $185,507.50
21 Unclassified Excavation, Unsuitable Material and Subgrade Preparation 300-2 300-2.9 LS 1 $30,000.00 $30,000.00 22 Class II Aggregate Base 301-2 301-2.4 CY 871 $90.00 $78,353.89 23 Construct 6" Asphalt Concrete Pavement 302-5 302-5.9 TON 484 $200.00 $96,800.00 24 Asphalt Concrete Mill and Overlay 2" Depth 404-1 302-5.9 SF 375 $5.00 $1,875.00 25 Furnish and Install Stress-Relieving Mat (GlasPave25 or Approved Equal) 302-5 302-5.9 SF 625 $3.00 $1,875.00 26 Construct Integral Colored Concrete Curb Ramp Per SDRSD G-27 303-4 303-4.2.4 EA 4 $6,000.00 $24,000.00 27 Construct Standard Gray Concrete Curb Ramp Per SDRSD G-27 303-4 303-4.2.4 EA 4 $5,500.00 $22,000.00 28 Construct 6" Integral Colored Concrete Type G Curb and Gutter per SDRSD G-2 303-5 303-5.9 LF 475 $65.00 $30,875.00 29 Construct 6" Standard Gray Concrete Type G Curb and Gutter per SDRSD G-2 303-5 303-5.9 LF 250 $60.00 $15,000.00 30 Construct 6" Integral Colored Concrete Curb per SDRSD G-1 303-5 303-5.9 LF 325 $50.00 $16,250.00 31 Construct 4" Standard Gray Concrete Sidewalk with Medium Broom Finish and Concrete Turndown 303-5 303-5.9 SF 2,191 $16.00 $35,056.00
32 Construct Integral Colored Concrete Sidewalk per SDRSD G-7, G-9, G-10 and G-11 (Includes Thickened Sidewalk) 303-5 303-5.9 SF 3,830 $22.00 $84,260.00 33 Construct 4" Scored Standard Gray Concrete Sidewalk 303-5 303-5.9 SF 3,606 $18.00 $64,908.00 34 Construct Integral Colored Mountable Curb 303-5 303-5.9 LF 163 $65.00 $10,595.00 35 Construct 6" Thickened Integral Concrete Curb and Gutter per SDRSD G-02 303-5 303-5.9 LF 65 $65.00 $4,225.00 36 Construct Integral Colored Concrete Ribbon Gutter per SDRSD G-12 303-5 303-5.9 SF 1,123 $30.00 $33,690.00 37 Construct Integral Colored Concrete Ribbon Gutter per SDRSD G-12, Modified Per Detail D 303-5 303-5.9 SF 0 $30.00 $0.00 38 Construct 8" Integral Colored Concrete Pavers Over 12" Class II AB 303-5 303-5.9 SF 0 $50.00 $0.00 39 Furnish and Install Concrete Pavers (Pedestrian) 303-5 303-5.9 SF 1,821 $30.00 $54,630.00 40 Construct 8" Reinforced Integral Colored Concrete Per Detail E 303-5 303-5.9 SF 2,124 $35.00 $74,340.00 41 Construct 12" Wide Integral Colored Concrete Band 303-5 303-5.9 LF 368 $60.00 $22,080.00 42 Construct 4" Thick x 1.5' Wide Concrete Maintenance Strip 303-5 303-5.9 SF 85 $12.00 $1,020.00 43 Construct Type A Integral Colored Concrete Passageway Per Caltrans A88B With Raised Truncated Domes 303-5 303-5.9 SF 141 $16.00 $2,256.00
44 Furnish and Install 24" RCP 303-5 303-5.9 LF 228 $170.00 $38,760.00 45 Construct Integral Colored Type B Curb Inlet Per SDRSD D-02, Modified Per Plans 303-5 303-5.9 EA 1 $11,000.00 $11,000.00 46 Furnish and Install Type B-1 Integral Colored Curb Inlet Per SDRSD D-02 303-5 303-5.9 EA 2 $12,000.00 $24,000.00 47 Construct Integral Colored Type A-4 Clean Out Per SDRSD D-09 303-5 303-5.9 EA 0 $9,000.00 $0.00 48 Construct Sidewalk Underdrain Per SDRSD D-27 303-5 303-5.9 EA 6 $1,000.00 $6,000.00 49 Construct Integral Colored Concrete Header at Tree Well 303-5 303-5.9 LF 154 $65.00 $10,010.00 50 Construct Concrete Header at Tree Well 303-5 303-5.9 LF 44 $40.00 $1,760.00 $795,618.89
51 Furnish and Install Tree Grate 304-9 304-9.1 EA 7 $3,500.00 $24,500.00 52 Furnish and Install Tree Grate Frames 304-9 304-9.1 EA 7 $1,000.00 $7,000.00 53 Install Salvaged Trash Receptacles 304-10 304-10.1 EA 5 $500.00 $2,500.00 54 Furnish and Install Decorative Fence 304-6 304-6.1 LF 58 $650.00 $37,700.00 55 Construct Decorative Sandblasting 303-5 303-5.9 LS 1 $10,000.00 $10,000.00
CITY OF ESCONDIDO
GRAND AVENUE VISION PHASE II PROJECT
100% Opinion of Probable Construction Cost - Kalmia Additive Bid November 2023
GENERAL
DEMOLITION AND REMOVALS
CIVIL IMPROVEMENTS
URBAN DESIGN IMPROVEMENTS
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ITEM No. ITEM DESCRIPTION SPEC PAYMENT UNIT QUANTITY UNIT PRICE TOTAL PRICE $81,700.00
56 Furnish and Install 24" Box Tree 800 801-8 EA 10 $1,000.00 $10,000.00 57 Furnish and Install 5 Gallon Shrub/Accent 800 801-8 EA 211 $40.00 $8,440.00 58 Furnish and Install 1 Gallon Shrub/Accent 800 801-8 EA 224 $20.00 $4,480.00 59 Furnish and Install Boulder 800 801-8 EA 0 $900.00 $0.00 60 Furnish and Install Rock Mulch 800 801-8 SF 2821 $10.00 $28,210.00 61 Furnish and Install Weed Barrier 800 801-8 SF 2,821 $0.50 $1,410.50 62 Furnish and Install Root Barrier 800 801-8 LF 278 $10.00 $2,780.00 63 Furnish and Install Irrigation System Complete 800 801-8 LS 1 $25,389.00 $25,389.00 64 Construct BMP Per Plans 303-5 303-5.9 SF 765 $25.00 $19,125.00 65 Maintenance and Plant Establishment Period 800 801-8 LS 1 $4,231.50 $4,231.50 $104,066.00
66 Furnish and Install 1" Electrical Conduit 700-4 701-16.7.3 LF 42 $20.00 $840.00 67 Furnish and Install 2" Electrical Conduit 700-4 701-16.7.3 LF 250 $25.00 $6,250.00 68 Furnish and Install #12 AWG Conductors 700-4 701-16.7.3 LF 276 $1.20 $331.20 69 Furnish and Install #12 AWG Insulated Bond 700-4 701-16.7.3 LF 138 $1.20 $165.60 70 Furnish and Install #10 AWG Conductors 700-4 701-16.7.3 LF 85 $1.40 $119.00 71 Furnish and Install #10 AWG Insulated Bond 700-4 701-16.7.3 LF 42 $1.40 $58.80 72 Furnish and Install #8 AWG Conductors 700-4 701-16.7.3 LF 1860 $2.00 $3,720.00 73 Furnish and Install #8 AWG Insulated Bond 700-4 701-16.7.3 LF 930 $2.00 $1,860.00 74 Furnish and Install No. 3-1/2 Electrical Pull Box 700-4 701-16.7.3 EA 3 $900.00 $2,700.00 75 Relocation of Ornamental Streelight with new Lumiaire 700-4 701-16.7.3 EA 4 $3,000.00 $12,000.00 $28,044.60
76 Remove and Salvage Existing Sign 314-4 314-4 EA 10 $100.00 $1,000.00 77 Furnish and Install Thermoplastic White Sharrow Pavement Marking (Caltrans A24C) 314-4 314-4 EA 6 826.62 $4,959.72 78 Furnish and Install Angled Parking Stripe 314-4 314-4 LF 705 $1.20 $846.00 79 Furnish and Install 4" White Parallel Parking Paint 314-4 314-4 LF 35 $1.20 $42.00 80 Furnish and Install White Buffer Stripe (Parking) 314-4 314-4 LF 175 $1.50 $262.50 81 Furnish and Install White Dotted Edge Line Extension 314-4 314-4 LF 90 $1.50 $135.00 82 Furnish and Install 1 New Sign on Break-Away Post 314-4 314-4 EA 4 $550.00 $2,200.00 83 Furnish and Install 2 New Signs on Break-Away Post 314-4 314-4 EA 8 $850.00 $6,800.00 84 Relocate Existing Sign to New Break-Away Post 314-4 314-4 EA 7 $350.00 $2,450.00 85 Install Right Edge Line Pattern (Caltrans 27B) 314-4 314-4 LF 725 $1.50 $1,087.50 86 Install White Continental Crosswalk 314-4 314-4 SF 460 $5.00 $2,300.00 87 Install Two-directional No Passing Pattern (Caltrans 22) 314-4 314-4 LF 270 $2.02 $545.40 88 Install Median Island Pattern (Caltrans 29) 314-4 314-4 LF 225 $2.00 $450.00 89 Remove Conflicting Striping and Pavement Marking with Sandblasting 314-4 314-4 LS 1 $10,000.00 $10,000.00 $33,078.12
$1,406,015.11
$140,601.51
$1,547,000.00
Submitted By:
11/07/2023
Mark Araujo, P.E. Date
NOTES/ASSUMPTIONS:
1. Does not include acquisition of ROW or easements.
2. Does not include professional fees, development fees and permitting.
3. Does not include costs for franchise utility relocation
LANDSCAPE AND IRRIGATION
ELECTRICAL AND LIGHTING
SIGNING AND STRIPING
Project: SUBTOTAL
10% Contingency
Project Total
Mark Araujo
No. C85614
Exp. 9/30/2024
CIVIL
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ITEM No. ITEM DESCRIPTION SPEC PAYMENT UNIT QUANTITY UNIT PRICE TOTAL PRICE
4. The Consultant has no control over the cost of labor, materials, or equipment, or over the Contractor's methods of determining prices or over competitive bidding or Market Conditions. Opinions of probable cost, as provided here, are made on the basis of the Consultant's experience and qualifications and represent the Consultant's judgment as a design professional familiar with the construction industry. The Consultant cannot and does not guarantee that proposals, bids, or actual construction costs will not vary from the opinion of probable cost prepared for the owner. 05/27/2025
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ITEM No. ITEM DESCRIPTION SPEC PAYMENT UNIT QUANTITY UNIT PRICE TOTAL PRICE 1 Mobilization and Demobilization 7-3.4 7-3.4 LS 1 $249,000.00 $249,000.00 2 Storm Water and Environmental Control 3-12.6 3-12.6 LS 1 $50,000.00 $50,000.00 3 Construction Staking and Surveying 3-10 3-10 LS 1 $100,000.00 $100,000.00 4 Public Convenience, Safety and Traffic Control 601 601-2.2 LS 1 $299,000.00 $299,000.00 5 Clearing and Grubbing 300-1 300-1.4 LS 1 $13,000.00 $13,000.00 $711,000.00
6 Sawcut 401-2.2 401-6 LF 1,315 $5.00 $6,575.00
7 Adjust to Finish Grade 401-2.2 401-6 EA 69 $500.00 $34,500.00 8 Remove and Dispose of Pre-Cast Concrete Pavers, Sidewalk, Curb Ramp and Aggregate Base 401-2.2 401-6 SF 46,830 $3.50 $163,905.00 9 Remove and Dispose of Concrete Bus Pad and Aggregate Base 401-2.2 401-6 SF 1,010 $4.50 $4,545.00 10 Remove and Dispose of Curb & Gutter and Aggregate Base 401-2.2 401-6 LF 2,625 $9.00 $23,625.00 11 Remove and Dispose of Median Curb and Aggregate Base 401-2.2 401-6 LF 415 $9.00 $3,735.00 12 Remove and Dispose of Driveway and Aggregate Base 401-2.2 401-6 SF 1,085 $7.00 $7,595.00 13 Remove and Dispose of Trees 300-1 300-1.4 EA 59 $1,200.00 $70,800.00 14 Remove and Dispose of Tree Grate and Frame 300-1 300-1.4 EA 18 $500.00 $9,000.00 16 Remove and Dispose of AC and Base 401-2.2 401-6 SY 8,760 $35.00 $306,600.00 17 Remove and Dispose of Ribbon Gutter and Base 401-2.2 401-6 SF 0 $8.00 $0.00 18 Remove and Salvage Store Front Decorative Fences (All Types) 401-2.2 401-6 LF 330 $7.00 $2,310.00 19 Remove and Salvage Trash Receptacles 401-2.2 401-6 EA 12 $250.00 $3,000.00 20 Remove and Salvage Bike Rack 401-2.2 401-6 EA 3 $150.00 $450.00 21 Remove and Salvage Traffic Signal Cabinet and Return to the City. Coordinate with the City on Salvage Location 401-2.2 401-6 EA 1 $2,000.00 $2,000.00 22 Remove and Salvage Traffic Signal Pole and Remove Foundation to 12" Below Grade. Abandon Remainder of Foundation in Place. Coordinate with City on Salvage Location 401-2.2 401-6 EA 4 $2,500.00 $10,000.00 23 Remove and Dispose PB/WV 401-2.2 401-6 EA 58 $250.00 $14,500.00 24 Remove and Dispose Underdrain 401-2.2 401-6 EA 23 $250.00 $5,750.00 25 Relocate Pullbox Behind Back of Curb 401-2.2 401-6 EA 2 $500.00 $1,000.00 26 Remove and Salvage Existing Light Pole and Luminaire. Remove Foundation to 12" Below Grade. Abandon Remainder of Foundation in Place. Coordinate with City on Salvage Location 401-2.2 401-6 EA 13 $1,500.00 $19,500.00 27 Contractor To Remove And Dispose Of Existing Buried Foundations 12" Min Below Finished Grade and Abandon Remainder of Foundation In Place 401-2.2 401-6 EA 21 $1,000.00 $21,000.00 28 Remove and Dispose of Existing 24" RCP In Conflict with Proposed Storm Drain Improvements and Slurry Backfill Remaining RCP 401-2.2 401-6 CY 10 $100.00 $1,000.00 29 Remove and Dispose of Existing Curb Inlet 401-2.2 401-6 EA 2 $2,000.00 $4,000.00 30 Remove and Salvage Irrigation Equipment and Return to the City Public Works Department 401-2.2 401-6 LS 1 $10,000.00 $10,000.00 $725,390.00
31 Unclassified Excavation, Unsuitable Material and Subgrade Preparation 300-2 300-2.9 LS 1 $130,000.00 $130,000.00 32 Class II Aggregate Base 301-2 301-2.4 CY 3,600 $90.00 $323,971.67 33 Construct 6" Asphalt Concrete Pavement 302-5 302-5.9 TON 2,121 $200.00 $424,200.00 34 Asphalt Concrete Mill and Overlay 2" Depth 404-1 302-5.9 SF 1,316 $5.00 $6,577.50 35 Furnish and Install Stress-Relieving Mat (GlasPave25 or Approved Equal) 302-5 302-5.9 SF 2,193 $3.00 $6,577.50 36 Furnish and Install Geogrid (Tensar TriAx tx7 or Approved Equal) 303-4 303-4.2.4 SF 928 $3.00 $2,784.00 37 Furnish and Install Geotextile (Mirafi 500x or Approved Equal) 303-4 303-4.2.4 SF 928 $3.00 $2,784.00 38 Construct Integral Colored Concrete Curb Ramp Per SDRSD G-27 303-5 303-5.9 EA 7 $6,000.00 $42,000.00 39 Construct Standard Gray Concrete Curb Ramp Per SDRSD G-27 303-5 303-5.9 EA 4 $5,500.00 $22,000.00 40 Construct 7.5" Integral Colored Concrete Driveway per SDRSD G-14A 303-5 303-5.9 SF 445 $30.00 $13,350.00 41 Construct Scored Standard Gray Concrete Driveway per SDRSD G-14A 303-5 303-5.9 SF 260 $25.00 $6,500.00 41 Construct 6" Integral Colored Concrete Type G Curb and Gutter per SDRSD G-2 303-5 303-5.9 LF 2,000 $65.00 $130,000.00 42 Construct 6" Standard Gray Concrete Type G Curb and Gutter per SDRSD G-2 303-5 303-5.9 LF 345 $60.00 $20,700.00 43 Construct 6" Integral Colored Concrete Curb per SDRSD G-1 303-5 303-5.9 LF 725 $50.00 $36,250.00 44 Construct 4" Standard Gray Concrete Sidewalk with Medium Broom Finish and Concrete Turndown 303-5 303-5.9 SF 18,138 $16.00 $290,208.00
45 Construct Integral Colored Concrete Sidewalk per SDRSD G-7, G-9, G-10 and G-11 (Includes Thickened Sidewalk) 303-5 303-5.9 SF 22,020 $22.00 $484,440.00 46 Construct 4" Scored Standard Gray Concrete Sidewalk 303-5 303-5.9 SF 5,740 $18.00 $103,320.00 47 Construct 7.5" Standard Gray Concrete Sidewalk with Medium Broom Finish 303-5 303-5.9 SF 365 $25.00 $9,125.00 48 Construct Integral Colored Mountable Curb 303-5 303-5.9 LF 226 $65.00 $14,690.00 49 Construct 6" Thickened Integral Concrete Curb and Gutter per SDRSD G-02 303-5 303-5.9 LF 322 $65.00 $20,930.00 50 Construct Integral Colored Concrete Ribbon Gutter per SDRSD G-12, Modified per Detail D 303-5 303-5.9 SF 268 $30.00 $8,040.00 51 Construct 8" Integral Colored Concrete Pavement 303-5 303-5.9 SF 928 $30.00 $27,840.00 52 Furnish and Install Concrete Pavers (Pedestrian) 303-4 303-4.2.4 SF 4,100 $40.00 $164,000.00 53 Construct 8" Reinforced Integral Colored Concrete Per Detail E 303-5 303-5.9 SF 2,815 $35.00 $98,525.00 54 Construct 12" Wide Integral Colored Concrete Band 303-5 303-5.9 LF 453 $60.00 $27,180.00 55 Construct 4" Thick x 1.5' Wide Concrete Maintenance Strip 303-5 303-5.9 SF 289 $12.00 $3,468.00 56 Construct Type A Integral Colored Concrete Passageway Per Caltrans A88B With Raised Truncated Domes 303-5 303-5.9 SF 339 $16.00 $5,424.00
CITY OF ESCONDIDO
100% Opinion of Probable Construction Cost - BASE BID
GRAND AVENUE VISION PHASE II PROJECT
November 2023
GENERAL
CIVIL IMPROVEMENTS
DEMOLITION AND REMOVALS
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ITEM No. ITEM DESCRIPTION SPEC PAYMENT UNIT QUANTITY UNIT PRICE TOTAL PRICE 57 Furnish and Install 24" RCP 303-5 303-5.9 LF 590 $170.00 $100,300.00 58 Furnish and Install Type B Integral Colored Curb Inlet Per SDRSD D-02 303-5 303-5.9 EA 2 $10,000.00 $20,000.00 59 Furnish and Install Type B-1 Integral Colored Curb Inlet Per SDRSD D-02 303-5 303-5.9 EA 2 $12,000.00 $24,000.00 60 Construct Integral Colored Type B Curb Inlet Per SDRSD D-02, Modified Per Plans 303-5 303-5.9 EA 1 $11,000.00 $11,000.00 61 Construct Integral Colored Type A-4 Clean Out Per SDRSD D-09 303-5 303-5.9 EA 3 $9,000.00 $27,000.00 62 Construct Sidewalk Underdrain Per SDRSD D-27 303-5 303-5.9 EA 27 $1,000.00 $27,000.00 63 Construct Integral Colored Concrete Header at Tree Well 303-5 303-5.9 LF 1,122 $65.00 $72,930.00 64 Construct Standard Gray Concrete Header at Tree Well 303-5 303-5.9 LF 220 $40.00 $8,800.00 $2,715,914.67
65 Furnish and Install Tree Grate 304-9 304-9.1 EA 27 $3,500.00 $94,500.00 66 Furnish and Install Tree Grate Frames 304-9 304-9.1 EA 59 $1,000.00 $59,000.00 67 Install Salvaged Tree Grates 304-8 304-8.1 EA 32 $2,500.00 $80,000.00 68 Install Salvaged Trash Receptacles 304-10 304-10.1 EA 15 $500.00 $7,500.00 69 Furnish and Install Decorative Fence 304-6 304-6.1 LF 594 $650.00 $386,100.00 70 Construct Decorative Sandblasting 303-5 303-5.9 LS 1 $100,000.00 $100,000.00 $727,100.00
71 Furnish and Install 24" Box Tree 800 801-8 EA 40 $1,000.00 $40,000.00 74 Furnish and Install 5 Gallon Shrub/Accent 800 801-8 EA 620 $40.00 $24,800.00 75 Furnish and Install 1 Gallon Shrub/Accent 800 801-8 EA 683 $20.00 $13,660.00 76 Furnish and Install Boulder 800 801-8 EA 27 $900.00 $24,300.00 77 Furnish and Install Rock Mulch 800 801-8 SF 8878 $10.00 $88,780.00 78 Furnish and Install Weed Barrier 800 801-8 SF 8,878 $0.75 $6,658.50 79 Furnish and Install Root Barrier 800 801-8 LF 1,000 $10.00 $10,000.00 80 Furnish and Install Irrigation System Complete 800 801-8 LS 1 $79,902.00 $79,902.00 81 Construct BMP Per Plans 800-1.1.1.5 801-8 SF 1,226 $25.00 $30,650.00 82 Maintenance and Plant Establishment Period 800 801-8 LS 1 $13,317.00 $13,317.00 $332,067.50
83 Install City Furnished Street Light Assembly with Single LED Luminaires and Foundation, Complete-In-Place 700-4 701-16.7.3 EA 12 $7,500.00 $90,000.00 84 Furnish and Install 1" Electrical Conduit 700-4 701-16.7.3 LF 163 $20.00 $3,260.00 85 Furnish and Install 2" Electrical Conduit 700-4 701-16.7.3 LF 2507 $25.00 $62,675.00 86 Furnish and Install (2) 3" Conduits (Communication and Electric) 700-4 701-16.7.3 LF 2450 $50.00 $122,500.00 87 Furnish and Install #12 AWG Conductors 700-4 701-16.7.3 LF 1776 $1.20 $2,131.20 88 Furnish and Install #12 AWG Insulated Bond 700-4 701-16.7.3 LF 438 $1.20 $525.60 89 Furnish and Install #10 AWG Conductors 700-4 701-16.7.3 LF 400 $1.40 $560.00 90 Furnish and Install #10 AWG Insulated Bond 700-4 701-16.7.3 LF 92 $1.40 $128.80 91 Furnish and Install #8 AWG Conductors 700-4 701-16.7.3 LF 10366 $2.00 $20,732.00 92 Furnish and Install #8 AWG Insulated Bond 700-4 701-16.7.3 LF 266 $2.00 $532.00 93 Furnish and Install #6 AWG Conductors 700-4 701-16.7.3 LF 3680 $2.50 $9,200.00 94 Furnish and Install #6 AWG Insulated Bond 700-4 701-16.7.3 LF 1416 $2.50 $3,540.00 95 Furnish and Install No. 3-1/2 Electrical Pull Box 700-4 701-16.7.3 EA 4 $900.00 $3,600.00 96 Furnish and Install No. 5 Electrical Pull Box 700-4 701-16.7.3 EA 14 $900.00 $12,600.00 97 Furnish and Install No. 7 Electrical Pull Box 700-4 701-16.7.3 EA 4 $2,500.00 $10,000.00 98 Furnish and Install No. 5 Communication Pull Box 700-4 701-16.7.3 EA 13 $900.00 $11,700.00 99 Furnish and Install Festoon Lighting Assembly, Complete-In-Place 700-4 701-16.7.3 LF 1110 $10.00 $11,100.00 100 Install City Furnished Receptacles 700-4 701-16.7.3 EA 12 $120.00 $1,440.00 101 Furnish and Install Metered Service Pedestal 700-4 701-16.7.3 LS 1 $12,000.00 $12,000.00 102 Ornamental Street Light and Luminaire 700-4 701-16.7.3 EA 4 $5,000.00 $20,000.00 $398,224.60
103 Remove and Salvage Existing Sign 314-4 314-4.3.6 EA 2 $100.00 $200.00 104 Furnish and Install Thermoplastic White "STOP" Pavement Marking 314-4 314-4.3.6 EA 8 $500.00 $4,000.00 105 Furnish and Install Thermoplastic White Type VI Arrow Pavement Marking 314-4 314-4.3.6 EA 2 $750.00 $1,500.00 106 Furnish and Install Thermoplastic White Type IV (L) Arrow Pavement Marking 314-4 314-4.3.6 EA 3 $500.00 $1,500.00 107 Furnish and Install Thermoplastic White Type IV (R) Arrow Pavement Marking 314-4 314-4.3.6 EA 4 $500.00 $2,000.00 108 Furnish and Install Thermoplastic White Sharrow Pavement Marking (Caltrans A24C) 314-4 314-4.3.6 EA 16 826.62 $13,225.92 109 Furnish and Install 12" White Thermoplastic Limit Stripe 314-4 314-4.3.6 LF 160 $5.50 $880.00 110 Furnish and Install Angled Parking Stripe 314-4 314-4.3.6 LF 1044 $1.20 $1,252.80 111 Furnish and Install 4" White Parallel Parking Paint 314-4 314-4.3.6 LF 175 $1.20 $210.00 112 Furnish and Install White Buffer Stripe (Parking) 314-4 314-4.3.6 LF 105 $1.50 $157.50 113 Furnish and Install White Dotted Edge Line Extension 314-4 314-4.3.6 LF 95 $1.50 $142.50 114 Red Painted 314-4 314-4.3.6 LF 75 $1.00 $75.00
115 Furnish and Install 1 New Sign on Break-Away Post 314-4 314-4.3.6 EA 9 $550.00 $4,950.00 116 Furnish and Install 2 New Signs on Break-Away Post 314-4 314-4.3.6 EA 8 $850.00 $6,800.00 117 Furnish and Install New Sign on Proposed Luminaire or Post 314-4 314-4.3.6 EA 0 $750.00 $0.00 118 Relocate Existing Sign to New Break-Away Post 314-4 314-4.3.6 EA 9 $350.00 $3,150.00 119 Relocate Existing Sign to Proposed Light Pole 314-4 314-4.3.6 EA 2 $350.00 $700.00
ELECTRICAL AND LIGHTING
SIGNING AND STRIPING
URBAN DESIGN IMPROVEMENTS
LANDSCAPE AND IRRIGATION
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ITEM No. ITEM DESCRIPTION SPEC PAYMENT UNIT QUANTITY UNIT PRICE TOTAL PRICE 120 Install Right Edge Line Pattern (Caltrans 27B) 314-4 314-4.3.6 LF 2741 $1.50 $4,111.50 121 Install White Continental Crosswalk 314-4 314-4.3.6 SF 1580 $5.00 $7,900.00 122 Install Two-directional No Passing Pattern (Caltrans 22) 314-4 314-4.3.6 LF 877 $2.02 $1,771.54 123 Install Median Island Pattern (Caltrans 29) 314-4 314-4.3.6 LF 955 $2.00 $1,910.00 124 Install White Channelizing Line Pattern (Caltrans 38) 314-4 314-4.3.6 LF 560 $2.25 $1,260.00 125 Remove Conflicting Striping and Pavement Marking with Sandblasting 314-4 314-4.3.6 LS 1 $20,000.00 $20,000.00 126 Install 45 Degree Chevrons Spaced at 20' C-C 314-4 314-4.3.6 LF 80 $2.00 $160.00 $77,856.76
$5,687,553.53
$568,755.35
$6,257,000.00
Submitted By:
11/07/2023
Mark Araujo, P.E. Date
NOTES/ASSUMPTIONS:
1. Does not include acquisition of ROW or easements.
2. Does not include professional fees, development fees and permitting.
3. Does not include costs for franchise utility relocation Project Total
4. The Consultant has no control over the cost of labor, materials, or equipment, or over the Contractor's methods of determining prices or over competitive bidding or Market Conditions. Opinions of probable cost, as provided here, are made on the basis of the Consultant's experience and qualifications and represent the Consultant's judgment as a design professional familiar with the construction industry. The Consultant cannot and does not guarantee that proposals, bids, or actual construction costs will not vary from the opinion of probable cost prepared for the owner. 10% Contingency
Project: SUBTOTAL
Mark Araujo
No. C85614
Exp. 9/30/2024
CIVIL
05/27/2025
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The entirety of this proposal, including text and images, is the property of Kimley-Horn and Associates, Inc.,
protected under US copyright law.
Copyright © 2025 Kimley-Horn and Associates, Inc.
Mark Araujo, PE
Contact:
619.744.0177
401 B Street, Suite 600
San Diego, CA 92101
[email protected]
www.kimley-horn.com
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kimley-horn.com 401 B Street, Suite 600, San Diego, CA 92101 619 234 9411
March 21, 2025
Jason Rivera
City of Vista, Department of Engineering
Capital Projects Manager
200 Civic Center Drive
Vista, CA 92084-6275
Re: N. Santa Fe Ave Corridor Landscape and Irrigation Project with New Pedestrian Crossing at Washington Street CIP No. 8360 Dear Jason Rivera,
Kimley-Horn and Associates, Inc. (“Kimley-Horn” or “Consultant”) is pleased to submit this letter agreement (the “Agreement”) to the City of Vista (“City”) for providing Construction Drawings, Specifications, and Estimate (“PS&E”) for the N. Santa Fe Ave Corridor Landscape and Irrigation Project with New Pedestrian Crossing at Washington Street CIP No. 8360 ("Project").
Kimley-Horn will contract with the following sub consultants:
Underground Solutions, Inc. – Dry Utility Potholing
AutoCAD 2024 will be utilized for all base files and deliverables within this scope. The files can be saved down to an earlier version (AutoCAD 2015), if requested by the Client.
SCOPE OF SERVICES
Kimley-Horn will provide the services specifically set forth below.
PROJECT UNDERSTANDING
We understand that the City received a USDA Forest Service grant to plant 125 trees in the median and along both sides of a 1.3 mile stretch of N. Santa Fe Avenue from Vista Village Drive to W. Bobier Drive. Additional City funding will be used to design and install a new midblock pedestrian crossing at E. Washington Street and N. Santa Fe Ave intersection. This mid-block crossing will improve the pedestrian connection to and from the Vista Transit Center mitigating pedestrians hazardously crossing the median at the left turn pocket in the northbound direction where there is an opening in the median. The proposed project will remove, replace, expand, and/or upgrade the existing aging irrigation systems for the existing landscaping and proposed trees. Trees will be carefully selected using the US Forest Service resources and guidelines which will also meet the City’s standards. Coordination with the City’s Project Manager and the Public Works Landscape Manager will be critical and exercised early in the design process to get consensus and alignment. We understand that modifications to the existing median hardscape, sidewalks, landscape, and irrigation will be required to achieve the goals of the grant. We will be mindful to minimize impacts to private property and maximize the preservation of mature landscaping and healthy trees. Additionally, our design will take into consideration constructability, construction costs, and long-term maintenance costs.
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kimley-horn.com 401 B Street, Suite 600, San Diego, CA 92101 619 234 9411
TASK 1 – PROJECT INITIATION, MANAGEMENT AND COORDINATION Kimley-Horn will complete project management, coordination, and invoicing administration for up to eight (8) months during the design phase. Kimley-Horn will coordinate with the City during the life of the design phase of the project up to the effort identified in the fee proposal.
This could consist of phone calls and/or site and office meetings to discuss specific project related items. Kimley-Horn estimates up to two (2) in-person and four (4) virtual meetings with City Staff for the duration of the design phase of the project. It is assumed that each meeting will be one (1) hour and require up to one (1) hour of preparation and will have up to two (2) Kimley-Horn team members in attendance.
Kimley-Horn will attend one (1) kick-off meeting with the City to discuss the project parameters, project considerations, schedule, and budget. The City shall provide directions on key design intent and site constraints, issues prior to starting the design process.
Kimley-Horn will provide prevailing wage monitoring and compliance in accordance with the City’s Labor Compliance Monitoring Program.
Deliverables:
Meeting agendas/ minutes (PDF Format)
Progress reports (PDF Format)
Project documentation (PDF Format)
TASK 2 – DATA COLLECTION AND FIELD REVIEW
Task 2.1: Review Records, Base Mapping and Field Verification Kimley-Horn staff will draft in the existing curb lines along the corridor based on the latest aerial. Kimley-Horn will review record drawings and other readily available documents provided by the City and/or utility providers within the project limits. A utility base file in AutoCAD will be created to map existing wet and dry utilities based on the readily available information provided. Known utility types, sizes, materials, and as- built drawing numbers will be referenced and distributed to the design team. Utility research extents will be limited to the confines of the project boundary as described in the project understanding.
Up to two (2) Kimley-Horn staff will perform two field visits to document existing field conditions. Field notes and pictures will be taken to supplement design. Field verification will include documentation of visible above ground utilities (manholes, valve-cans, water meters, valve cans, irrigation equipment and other at grade-structures). Field work will also include evaluation and inventory of existing landscape, trees, irrigation, equipment, meters, points of connection to determine which features can be utilized and integrated in the design to maximize the tree canopy and preservation of existing trees.
Deliverables:
Wet and Dry Utility Base Map (AutoCAD 2024).
Facility Maps obtained from Utility Providers (available upon request). Utility notification letters and responses (available upon request). Field notes, sketches, and photographs (upon request).
Task 2.2: Potholes
Kimley-Horn will prepare a pothole exhibit identifying up to four (4) locations that will require underground investigation. Additional conflicts identified will be brought to the City’s attention for further review. Additional potholes can be provided as an additional service. This task will be performed in conjunction with Task 3 and 4.
Upon the City’s approval of the pothole exhibit, Kimley-Horn will contract with Underground Solution, Inc (USI) to pothole the agreed upon locations (up to four potholes). USI will obtain USA mark-outs and locate and identify underground utility pipes and conduit locations based on the utility mark-outs prior to potholing. USI will prepare a pothole report identifying the utility type, size, material, and depth from top of pavement. Potholed utilities will be adjusted to reflect accurate field conditions prior to submittal of final utility base file. 05/27/2025
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kimley-horn.com 401 B Street, Suite 600, San Diego, CA 92101 619 234 9411
Deliverables:
Pothole Exhibit (PDF Format)
Pothole Data Report (PDF Format)
Task 2.3: Forest Service Resources
Kimley-Horn will utilize the grant documentation provided by the City to research the recommended trees and landscape list provided by the Forest Service. Additionally, Kimley-Horn will meet, virtually, with the City’s Public Works Landscape Manager for input on plant selection and future maintenance concerns. Utilizing this information, Kimley-Horn will develop a plant palette showing the name and image of each plant proposed for the project.
Deliverables:
Plant Palette and Results of Findings (PDF Format)
Task 2.4: Inventory and Assessment of Mid-Block Crossing Location For the pedestrian traffic crossing at E. Washington Street, Kimley-Horn will evaluate the existing improvements for the integration of proposed traffic signal, sidewalk modifications, curb ramps, point of connections, electric meter, traffic loops, and appurtenances which includes but not limited to, underground and overhead utilities. Note any features that may need special attention or may present a challenge in the design development or final design of the project.
Deliverables:
Preliminary Layout of Signal Equipment, Curb Ramp and Passageway (PDF Format) TASK 3 – PRELIMINARY AND FINAL DESIGN
Task 3.1: 60% Construction Drawings
Kimley-Horn will prepare 60% level construction drawings (CDs) based on field observations and our understanding and feedback from the kick-off meeting and project data collected. The 60% design drawings will be based on the following standards: City of Vista Manual for Traffic Signal Designs and Installations, San Diego Regional Standard Drawings, City of Vista Special Provisions, Standard Specifications (Greenbook 2024 edition), Caltrans Standard Plans 2024 Edition, Caltrans Standard Specifications 2024 Edition, Caltrans Highway Design Manual, and the 2014 California Manual on Uniform Traffic Control Devices (CA-MUTCD), Rev 8. It is assumed that Design plans will be submitted to the City and include the following sheets:
Sheet Description No. of
Sheets Scale
1 Title Sheet 1 NTS
2 Legend, Abbreviations and General Notes Sheet 1 NTS
3 Key Map and Project Control Sheet 1 TBD
4 Improvement Plans 5 1’ = 20’
5 Landscaping Plans and Details 6 1’ = 20’
6 Irrigation Plans and Details 6 1’ = 20’
7 Traffic Signal and Striping Plans, Notes and Details 1 1’ = 20’
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kimley-horn.com 401 B Street, Suite 600, San Diego, CA 92101 619 234 9411
Deliverables
One (1) electronic copy of the 60% Improvement Plans (PDF Format).
Task 3.2: 60% Comment Resolution Meeting
After reviewing the City’s 60% comments, Kimley-Horn will attend one (1) meeting with the City to discuss any comments that need clarification to fully understand the comments provided. Up to two (2) Kimley-Horn staff will join the estimated one (1) hour meeting.
Deliverables
60% Response to comments (PDF Format).
Task 3.3: 90% Construction Drawings and Special Provisions Upon completion of 60% comment resolution meeting, Kimley-Horn will develop 90% plans and special provisions that show all proposed improvements based on feedback received. Design plans will be submitted to the City for review, and will consist of the following sheets:
Sheet Description No. of
Sheets Scale
1 Title Sheet 1 NTS
2 Legend, Abbreviations and General Notes Sheet 1 NTS
3 Key Map and Project Control Sheet 1 TBD
4 Improvement Plans 5 1’ = 20’
5 Improvement Plans 5 1’ = 20’
6 Construction Details 1 1’ = 20’
7 Landscaping Plans and Details 9 1’ = 20’
8 Irrigation Plans and Details 9 1’ = 20’
9 Traffic Signal, and Signing & Striping Plans, Notes and Details 1 1’ = 20’
Total Sheets 33
Title Sheet, General Notes. Kimley-Horn will prepare these sheets consistent with the City’s standards and we will include Vista Irrigation District general notes.
Key Map and Project Control Sheet. Kimley-Horn will prepare a key map sheet that will include a sheet index and project controls for the centerline along N Santa Fe Avenue.
Demolition Plans. Kimley-Horn will prepare demolition plans to identify the limits of removals for sidewalk, median hardscape, curb, and gutter. The plans will identify the limits of pavement, landscape, and utility removals necessary for the proposed improvements.
Improvement Plans. Kimley-Horn will prepare improvement plans that will identify sections of sidewalk replacements, curb ramp and passageway at the E. Washington St, electrical meters, points of connection, voltage 05/27/2025
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kimley-horn.com 401 B Street, Suite 600, San Diego, CA 92101 619 234 9411
drop calculations, panel schedules, and minor pavement improvements. Pavement sections will be based on recommendations provided in the geotechnical investigation report. Improvement plans will identify conflicts with existing improvements that will need to be adjusted or relocated. Existing utility information will be shown based on the best available information provided at the time of design.
Construction Details. Kimley-Horn will prepare construction details that are specific to the project and to clarify design intent where needed.
Landscape Plans and Details. Kimley-Horn will prepare landscaping plans that will extend the full project limits and will include locations of existing and proposed trees.
Irrigation Plans and Details. Kimley-Horn will prepare irrigation plans that will extend the full project limits. The existing irrigation equipment that is identified as in good condition and compatible with the project objectives will be repurposed for this project along with other new equipment.
Traffic Signal Plans and Signing & Striping Plans. Kimley-Horn will prepare a traffic signal plan and signing and striping and plan combined that will include existing inventory of existing signs, new signs, and locations of proposed traffic signal equipment within the vicinity of the proposed traffic signal.
Deliverables
One (1) electronic copy of the 90% Improvement Plans (PDF Format). One (1) electronic copy of the 90% Opinion of Probable Construction Cost (PDF and Excel Format).
Task 3.4: 90% Comment Resolution Meeting
After reviewing the City’s 90% comments, Kimley-Horn will attend one (1) meeting with the City to discuss any comments that need clarification to fully understand the comments provided. Up to two (2) Kimley-Horn staff will join the estimated one (1) hour meeting.
Deliverables
90% Response to comments (PDF Format).
Task 3.5: 100% Final Construction Drawings and Special Provisions Upon completion of 90% comment resolution meeting, Kimley-Horn will develop 100% design plans that show all proposed improvements based on feedback received. Design plans will be submitted to the City for review and will consist of the same sheets identified in the 90% Submittal.
Deliverables
One (1) electronic copy of the 100% Improvement Plans (PDF Format). One (1) electronic copy of the 100% Special Provisions (PDF Format). One (1) electronic copy of the 100% Opinion of Probable Construction Cost (PDF and Excel Format).
TASK 4 – UTILITY COORDINATION
Kimley-Horn will identify potential utility conflicts with the proposed improvements. We will create utility plans that depict areas of potential utility conflict or high priority facilities. We will work with identified utility companies and the ௗCityௗto determine a strategy for addressing each utility conflict, including adjustments, relocations, and protection in place. This task does not include the design of any private utilities.
Kimley-Horn will request written confirmation from each utility purveyor confirming the relocation requirements, or absence thereof, for their services within the project limits. Depending on the existing facilities within the project area, potholing may be required to determine exact 05/27/2025
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kimley-horn.com 401 B Street, Suite 600, San Diego, CA 92101 619 234 9411
locations of crossing utility conflicts or high priority facilities. We anticipate potholing of up to ten (30 ) locations; the final number and location will be determined after mapping of existing utilities and completion of the 60% plans. We have budgeted for up to 80 hours of coordination for this task and assume this coordination will be through telephone and email correspondence. Additional activities that will be included as part of the utility coordination include:
Submit to the utility providers preliminary horizontal plans showing the existing facilities along the corridor and request confirmation that existing utility facilities are depicted accurately. Submit the preliminary design plans to all utility companies and request a conflict check review. Submit service meter requests to SDG&E.
We will coordinate with utility companies who have utilities in conflict with the proposed improvements to either adjust or relocate accordingly.
Our coordination with the utility providers will include obtaining a schedule of each relocation from utility companies to support. As part of Task 2.3, the Kimley-Horn team will obtain limited pothole information to support the design and to avoid utility conflicts during construction. It is anticipated that additional potholing will be required and performed during construction. Submit final construction plans signed by the Engineer of Work and City Engineer and confirm that utility companies are designing their relocations.
Obtain confirmation from the utility companies who have utilities in conflict with the proposed improvements to provide a schedule for the relocation of their utilities.
Obtain signatures from Vista Irrigation District (VID) on the plans if any water facilities are affected by the proposed improvements.
Deliverables:
Copies of correspondence with utility companies. (PDF Format) TASK 5 – CONSTRUCTION COST ESTIMATES
Task 5.1: 60% Opinion of Probable Construction Cost (OPCC) A 60% level opinion of probable construction cost (OPCC) will be provided to the City, which will show the proposed bid items, unit prices, and an overall opinion of cost. Unit costs will be based on readily available bid results from previous Kimley-Horn projects of comparable size and readily available source data provided by the City.
Deliverables
One (1) electronic copy of the 60% Opinion of Probable Construction Cost (PDF and Excel Format).
Task 5.2: 90% Opinion of Probable Construction Cost (OPCC) Kimley-Horn will update the 60% OPCC for the 90% submittal to show the proposed bid items, unit prices, and an overall opinion of cost.
Deliverables
One (1) electronic copy of the 90% Opinion of Probable Construction Cost (PDF and Excel Format).
Task 5.3: 100% Opinion of Probable Construction Cost (OPCC) Kimley-Horn will update the 100% submittal based on 90% OPCC comments.
Deliverables
One (1) electronic copy of the 100% Opinion of Probable Construction Cost (PDF and Excel Format). 05/27/2025
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kimley-horn.com 401 B Street, Suite 600, San Diego, CA 92101 619 234 9411
TASK 6 – CONDUCT QUALITY CONTROL AND QUALITY ASSURANCE
Kimley-Horn will have a quality control plan in place during the life of the project that will assure that all submittals are independently checked.
All calculations, plans, and documents will be independently checked prior to submittals for accuracy and completeness. Kimley-Horn will also check submittals by all sub-consultants for accuracy and completeness of all submittals. Documentation of QA/QC process will be available upon the City’s request.
Kimley-Horn will maintain an action item matrix and a design decisions document that will be maintained throughout the life of the project and will be used to track and get buy-off on design direction from City.
Deliverables
Quality Control Plan (PDF Format)
PROJECT ASSUMPTIONS
Hydromodification is not anticipated for this project and not included as part of the scope of work. Construction specifications can be prepared as an additional service. We anticipate the total duration of tasks 1-6 to be up to seven (7) months. City to provided information as listed in the RFP
The schedule assumes a one (1) month response time for utility map requests (utility companies may take up to two (2) months to respond to utility map request letters).
Profiles of existing pipes are excluded from the utility base mapping effort. AutoCAD drawings shall depict plan information only. Topographic survey and boundary mapping can be provided as an additional service. Boundary lines depicted in the plans shall be based on GIS data. Pre/Post-construction corner records of survey and filing with the County can be provided as an additional service. Easements and Preliminary Title Reports (PTRs) can be developed and provided as an additional service. Geotechnical investigation can be provided as an additional service. Pavement replacement shall be based on the existing pavement sections or from as-built data. Additional coordination beyond effort identified in the fee proposal can be provided as additional effort.
INFORMATION PROVIDED BY THE CITY
Kimley-Horn shall be entitled to rely on the completeness and accuracy of information provided by the City. The City will provide information requested by Kimley-Horn during the project. Information provided by the client will be as follows:
City will provide Standard Provisions (Word Document). The City will provide all as-built reference construction documents for existing improvements, (wet and dry utilities).
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kimley-horn.com 401 B Street, Suite 600, San Diego, CA 92101 619 234 9411
ADDITIONAL SERVICES
Any services not specifically provided for in the above scope will be billed as additional services and performed at our then current hourly rates.
Additional services we can provide include, but are not limited to, the following:
Storm Water Pollution Prevention Plan (SWPPP)
Water Quality Management Plan (WQMP)
Drainage Study
Environmental Services
Lighting and Photometric Calculations
Supplemental Survey, Potholing and Geotechnical Services Grant Funding Research and Application Support
Structural Design
Bid and Construction Phase Services
Color exhibits and/or rendered Landscape and Hardscape plans, perspectives, and/or elevations. Franchise utility studies and/or design
Arborist Services
Public Outreach
Coordination with property owners
Pressure readings and/or pump station design
Hydraulic design and sizing calculations for existing or proposed water and sewer mains Attendance at Public Hearings and/or preparation of graphics beyond the scope
SCHEDULE
Kimley-Horn will complete the services contained in Tasks 1 – 6 within 7 months from notice to proceed.
FEE AND EXPENSES
Kimley-Horn and Subconsultant Fees for the scope of services outlined in Tasks 1 – 6 will be performed on a time and material not to exceed basis of $219,980.00. (see Fee Proposal).
We appreciate the opportunity to provide these services to you. Please contact me if you have any questions at (619) 744-0177 or [email protected].
Very truly yours,
KIMLEY-HORN
Mark Araujo, P .E. Randall KopƯ, PLA CA 6633, CLARB
Task Manager Project Manager
RCE #85614
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Category/Title
Billing Rate $245 $215 $190 $175 $110
Task 1 PROJECT INITIATION, MANAGEMENT AND
COORDINATION 43 0 101 0 20 164 $ 31,925 $ - $ - $ 31,925
1.1 Project Management 8 45 20 73 $ 12,710 $ 12,710
1.2 Project Kick off Meeting 4 6 10 $ 2,120 $ 2,120
1.3 Progress Meetings 16 20 36 $ 7,720 $ 7,720
1.4 Project Coordination with City Staff 15 30 45 $ 9,375 $ 9,375 Task 2 DATA COLLECTION AND FIELD REVIEW 6 13 30 25 7 81 $ 15,110 $ - $ 10,000 $ 25,110
2.1 Review Records, Base Mapping and Field Verification 2 25 25 5 57 $ 10,105 $ 10,105
2.2 Pothole Existing Utilities (Up to 4) 2 2 5 9 $ 1,870 $ 10,000 $ 11,870
2.3 Forest Service Resources 2 4 2 8 $ 1,570 $ 1,570
2.4 Inventory and Assessment of Mid-Block Crossing Location 2 5 7 $ 1,565 $ 1,565 Task 3 PRELIMINARY AND FINAL DESIGN 89 169 326 54 6 644 $ 130,190 $ - $ - $ 130,190
3.1 60% Construction Drawings 27 50 95 20 2 194 $ 39,135 $ 39,135
3.2 60% Comment Resolution Meeting 2 2 4 $ 920 $ 920
3.3 90% Construction Drawings and Special Provisions 35 90 156 28 2 311 $ 62,685 $ 62,685
3.4 90% Comment Resolution Meeting 2 2 4 $ 920 $ 920
3.5 100% Final Construction Drawings and Special Provisions 23 25 75 6 2 131 $ 26,530 $ 26,530 Task 4 UTILITY COORDINATION 2 8 40 0 0 50 $ 9,810 $ - $ - $ 9,810
4.1 Utility Coordination 2 8 40 50 $ 9,810 $ 9,810 Task 5 Construction Cost Estimates 6 6 34 18 0 64 $ 12,370 $ - $ - $ 12,370
5.1 60% Cost Estimates 2 2 10 6 20 $ 3,870 $ 3,870
5.2 90% Cost Estimates 2 2 14 6 24 $ 4,630 $ 4,630
5.3 100% Cost Estimates 2 2 10 6 20 $ 3,870 $ 3,870 Task 6 CONDUCT QUALITY CONTROL AND QUALITY ASSURANCE 35 0 0 0 0 35 $ 8,575 $ - $ - $ 8,575
6.1 60% Quality Control Plans 10 10 $ 2,450 $ 2,450
6.2 90% Quality Control Plans 15 15 $ 3,675 $ 3,675
6.3 100% Quality Control Plans 10 10 $ 2,450 $ 2,450 TOTAL HOURS 181 196 531 97 33 1038
Subtotal Labor: $44,345 $42,140 $100,890 $16,975 $3,630 $ 207,980 $ - $ 10,000 $ 217,980 Other Direct Costs $ 2,000 $ - $ - $ 2,000 KH Expenses $ 2,000 $ 2,000 TOTAL COST: $ 209,980 $ - $ 10,000 $ 219,980 CE&LST USI, Inc TOTAL PROJECT
COST
City of Vista
North Santa Fe Ave Corridor Landscape and Irrigation, New Ped Xing at WashingtonSt (CIP No. 8360) Kimley-Horn and Associates, Inc.
Professional Analyst II Analyst II Analyst I Support Staff
KH TOTAL
HOURS KH TOTAL COST
Rate Schedule Used
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00051960 4 Exhibit C, Page 1 of 3
4911-4088-0703, v. 2
EXHIBIT C
INSURANCE REQUIREMENTS
Contractor shall procure and maintain for the duration of the contract, insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder by the Contractor, his agents, representatives, employees, or subcontractors. Nothing in these provisions shall limit Contractor’s Duty of Indemnification.
MINIMUM SCOPE AND LIMIT OF INSURANCE
Coverage shall be at least as broad as:
1. Commercial General Liability (“CGL”): Insurance Services Office Form CG 00 01 covering CGL on an “occurrence” basis, including products, completed operations, property damage, bodily injury, and personal & advertising injury with limits no less than $2,000,000 per occurrence. If a general aggregate limit applies, either the general aggregate limit shall apply separately to this Project/location or the general aggregate limit shall be twice the required occurrence limit.
2. Automobile Liability: Insurance Services Office Form Number CA 0001 covering Code 1 (any auto), with limits no less than $2,000,000 per accident for bodily injury and property damage.
3. Workers’ Compensation insurance as required by the State of California, with Statutory Limits, and Employers’ Liability insurance with a limit of no less than $1,000,000 per accident for bodily injury or disease.
Contractor shall also provide the additional coverages checked below and at least as broad as:
4. Professional Liability, with limits no less than $1,000,000 per occurrence or claim, and $2,000,000 policy aggregate.
If the Contractor maintains higher limits than the minimums shown above, City requires and shall be entitled to coverage for the higher limits maintained by the Contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to City.
Deductibles and Self-Insured Retentions
Any deductibles or self-insured retentions must be declared to and approved by City. At the option of City, either: the Contractor shall cause the insurer shall reduce or eliminate such deductibles or self-insured retentions as respects City, its officers, officials, employees, and volunteers; or the Contractor shall provide a financial guarantee satisfactory to City guaranteeing payment of losses and related investigations, claim administration, and defense expenses.
Other Insurance Provisions
The insurance policies are to contain, or be endorsed to contain, the following provisions:
1. The City, its officers, officials, employees, and volunteers are to be covered as additional insureds on the CGL policy with respect to liability arising out of with respect 05/27/2025
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00051960 4 Exhibit C, Page 2 of 3
4911-4088-0703, v. 2
to liability arising out of work or operations performed by or on behalf of the Contractor including materials, parts, or equipment furnished in connection with such work or operations and automobiles owned, leased, hired, or borrowed by or on behalf of the Contractor. General liability coverage can be provided in the form of an endorsement to the Contractor’s insurance (at least as broad as ISO Form CG 20 10, CG 11 85 or both CG 20 10 and CG 20 37 forms if later revisions used), unless otherwise approved in advance by City.
2. For any claims related to this Project, the Contractor’s insurance coverage shall be primary insurance as respects City, its officers, officials, employees, and volunteers.
Any insurance or self-insurance maintained by City, its officers, officials, employees, and volunteers shall be excess of the Contractor’s insurance and shall not contribute with it.
3. Each insurance policy required by this clause shall provide that coverage shall not be canceled, except with notice to City.
Claims Made Policies
If any coverage required is written on a claims-made coverage form:
1. The retroactive date must be shown, and this date must be before the execution date of the contract or the beginning of contract work.
2. Insurance must be maintained and evidence of insurance must be provided for at least five (5) years after completion of contract work.
3. If coverage is canceled or non-renewed, and not replaced with another claims-made policy form with a retroactive date prior to the contract effective, or start of work date, the Contractor must purchase extended reporting period coverage for a minimum of five (5) years after completion of contract work.
4. A copy of the claims reporting requirements must be submitted to City for review.
Acceptability of Insurers
Insurance is to be placed with insurers with a current A.M. Best rating of no less than A: VII, unless otherwise acceptable to City.
Waiver of Subrogation
Contractor hereby agrees to waive rights of subrogation which any insurer of Contractor may acquire from Contractor by virtue of the payment of any loss. Contractor agrees to obtain any endorsement that may be necessary to affect this waiver of subrogation. The Workers’ Compensation policy shall be endorsed with a waiver of subrogation in favor of City for all work performed by the Contractor, its employees, agents and subcontractors.
Verification of Coverage
Contractor shall furnish City with original certificates and amendatory endorsements, or copies of the applicable insurance language, effecting coverage required by this contract. All certificates and endorsements are to be received and approved by City before work commences. However, failure to obtain the required documents prior to the work beginning shall not waive the Contractor’s obligation to provide them. City reserves the right to require 05/27/2025
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00051960 4 Exhibit C, Page 3 of 3
4911-4088-0703, v. 2
complete, certified copies of all required insurance policies, including endorsements, required by these specifications, at any time.
Subcontractors
Contractor shall require and verify that all subcontractors maintain insurance meeting all the requirements stated herein, and Contractor shall ensure that City is an additional insured on insurance required from subcontractors. For CGL coverage, subcontractors shall provide coverage with a format least as broad as CG 20 38 04 13.
Special Risks or Circumstances
City reserves the right to modify these requirements, including limits, based on the nature of the risk, prior experience, insurer, coverage, or other circumstances.
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00051960 4 Exhibit D
4911-4088-0703, v. 2
AGREEMENT TO COMPLY WITH CALIFORNIA LABOR LAW REQUIREMENTS [Labor Code §§ 1720, 1771.1, 1773.8, 1775, 1776, 1777.5, 1813, 1860, 1861, 3700]
NOT APPLICABLE TO THIS CONTRACT
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00051960 4 Exhibit E
4911-4088-0703, v. 2
EXHIBIT E
SPECIAL PROVISIONS
This Contract is subject to the following provisions, if checked:
1. State of California grant conditions, as attached.
2. Federal grant conditions, as attached.
3. Other conditions, as attached.
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