cc 2026 AR 05/26 cip 8374 design w bobier complete streets award of contract — Vista City Council, May 26, 2026 (part 4 of 4)

PARKING
NO

PARKING
12 SIGNAL POLE
487-312-11
487-312-10
487-520-19487-520-10487-520-11487-520-12
487-532-28 487-532-14 487-532-15 487-532-16
487-323-17
487-520-19
R/W
R/W
R/W
R/W
R/W
R/W

LOT LINE (TYP)

EL CAJON BLVD CENTERLINE

LOT LINE
(TYP)

EL CAJON BOULEVARD
487-532-19487-532-18487-532-17
1227+33.98, 36.90' L
6 231+84.86, 32.80' L
1231+71.64, 29.64' R3 13+01, 33.13' L
1 13+62.24, 10.47' L
114+06.90, 39.78' R
1227+30.91, 55.04' R
5 5
7 231+71.71, 1.55'L
9 9
9 5 9
16 16

PALM AVENUE
20 10 11
10 20
17 17
18(TYP.) 18
18 (TYP.)
27 11
11 13
11 13
11 41
33 33
33 3342
6 1231+99.64, 32.37' L
2019
19 38
5 9
6 13+83.94, 17.78' L
34 1 229+23.80, 30.16' L
38 22
13 12SIGNAL POLE
11 13
11 11 13
13 12 SIGNAL POLE
11 12 SIGNAL POLE
13 11
13 1 11+08.92, 37.53' L
59 7 10+89.15, 3.94' R
12 SIGNAL POLE
713+99.38, 8.84' R
9 9

JOHNSON AVENUE
14 13
49 21
21 33
34 34
42 SEE DETAIL "A"

THIS SHEET
11 30
12 SIGNAL POLE
7229+4.91, 2.08' R
11 13
11 11
13 33
1 10+56.10, 25.52' L
34 42
14 1229+01.70, 37.77' R
1 10+76.06, 28.18' R
16 16
16 36
40 40
40 40
18 36
39 16

JOHNSON AVENUE
40 40
R9'
R9'
20 4446
48 48
48 13
48 SEE DEMOLITION
PLANS

SEE DEMOLITION
PLANS
10PP172331
18 28 16
11 25
14 14
22 13
3230+35.78, 47.61' L
R/W
NO. 6E
12 13
26 12 SIGNAL POLE
43 32
15 31
23 16
30 16
50STA. 230+12
LEGEND

EXISTING FIBER OPTIC CONDUIT

EXISTING TRAFFIC SIGNAL CONDUIT

EXISTING STREET LIGHT CONDUIT

PROPOSED FIBER OPTIC CONDUIT

PROPOSED CONDUIT

PROPOSED DOUBLE MAST ARM DECORATIVE STREET LIGHT POLE
(ROADWAY AND PEDESTRIAN)

PROPOSED DOUBLE MAST ARM DECORATIVE STREET LIGHT POLE
(PEDESTRIAN)

PROPOSED SINGLE MAST ARM DECORATIVE STREET LIGHT POLE
PROPOSED TYPE 15 SINGLE MAST ARM STREET LIGHT POLE
EXISTING TYPE 15 DOUBLE MAST ARM STREET LIGHT POLE
EXISTING TYPE 15 SINGLE MAST ARM STREET LIGHT POLE

PROPOSED RECTANGULAR RAPID FLASHING BEACON (RRFB)

PROPOSED UP LIGHT

PROPOSED PULL BOX

EXISTING PULL BOX

EXISTING TRAFFIC SIGNAL CABINET

PROPOSED SERVICE PEDESTAL

TRAFFIC SIGNAL

PROPOSED CCTV CAMERA

EXISTING IRRIGATION CONTROLLER

PROPOSED IRRIGATION CONTROLLER

PROPOSED WALL WASH LIGHT

OF SHEETS
SHEET NO.

DRAWING NO.

ENGINEERING DIVISION JOB NO.

APPROVAL

CHECKED BY

DRAWN BY

FIELD BOOK

BYCHANGE

DATE STARTED

INSPECTOR

DATE COMPLETED

CONTRACTOR

CONSTRUCTION RECORD
DATE

AS BUILT

ENGINEER OF WORK
DATE

PLAN REVISION

CITY OF EL CAJON

PUBLIC WORKS DEPARTMENT

DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DATE
58 14619
PW3690

EL CAJON BOULEVARD STREETSCAPE
®
P:\Project\2019.0362.01_El Cajon Transit Connections\CAD\Plans\362.01_LITE.dwg Plot: Blanca Soto Date: 3/11/2022 1:28:41 PM

REGISTEREDPROFESSIONALENGINEER

STATE OF CALIFORNIACI VI L
C 81522

TOMO TAKAHASHI
MATCHLINE STA 226+00
SEE SHEET 15
MATCHLINE STA 232+25
SEE SHEET 17
N
0' 20' 40'
SCALE 1" = 20'
16 STREET LIGHTING PLANS
DETAIL "A"

NOT TO SCALE

LIGHTING AND ELECTRICAL NOTES

FURNISH AND INSTALL DOUBLE MAST ARM (ROADWAY

AND PEDESTRIAN) DECORATIVE STREET LIGHT POLE

AND FOUNDATION OR APPROVED EQUAL PER LIGHTING
AND ELECTRICAL NOTES AND DETAIL SHEET.

FURNISH AND INSTALL SINGLE MAST ARM DECORATIVE

STREET LIGHT POLE AND FOUNDATION OR APPROVED

EQUAL PER LIGHTING AND ELECTRICAL NOTES AND
DETAIL SHEET.

FURNISH AND INSTALL SINGLE-SIDED RECTANGULAR

RAPID FLASHING BEACON (RRFB) ON DECORATIVE

STREET LIGHT POLE, PER LIGHTING AND ELECTRICAL
NOTES AND DETAIL SHEET. POLE. RRFB SHALL BE JSF
TECHNOLOGIES, MODEL AB-9207-40W, OR APPROVED
EQUAL. CONTROLLER SHALL BE JSF TECHNOLOGIES,
MODEL AB-9207-AC-BLK-UJM, OR APPROVED EQUAL.

SEE LIGHTING AND ELECTRICAL NOTES AND DETAILS
SHEET.

FURNISH AND INSTALL SINGLE-SIDED RECTANGULAR

RAPID FLASHING BEACON (RRFB) ON DECORATIVE POLE

AND FOUNDATION PER LIGHTING AND ELECTRICAL
NOTES AND DETAIL SHEET. RRFB SHALL BE JSF
TECHNOLOGIES, MODEL AB-9207-40W, OR APPROVED
EQUAL. CONTROLLER SHALL BE JSF TECHNOLOGIES,
MODEL AB-9207-AC-BLK-UJM, OR APPROVED EQUAL.

SEE LIGHTING AND ELECTRICAL NOTES AND DETAIL
SHEET.

FURNISH AND INSTALL DOUBLE-SIDED RECTANGULAR

RAPID FLASHING BEACON (RRFB) ON DECORATIVE POLE

AND FOUNDATION PER LIGHTING AND ELECTRICAL
NOTES AND DETAIL SHEET. RRFB SHALL BE JSF
TECHNOLOGIES, MODEL AB-9407-40W, OR APPROVED
EQUAL. CONTROLLER SHALL BE JSF TECHNOLOGIES,
MODEL AB-9407-AC-BLK-UJM, OR APPROVED EQUAL.

SEE LIGHTING AND ELECTRICAL NOTES AND DETAIL
SHEET.

FURNISH AND INSTALL PEDESTRIAN PUSH BUTTON
(PPB) ON STREET LIGHT POLE OR DECORATIVE POLE
PER CALTRANS STANDARD PLANS RSP ES-7A. PPB AND

SIGN SHALL BE FACING TOP OF CURB RAMP AND

POINTING IN THE DIRECTION OF THE CROSSWALK PER

AMERICANS WITH DISABILITIES ACT ACCESSIBILITY
GUIDELINES FOR PUBLIC RIGHT-OF WAY. PPB SHALL BE
PLACED WITHIN 10 INCHES OF REACH FOR
PEDESTRIANS ON SIDEWALK.

PROTECT IN PLACE.

REMOVE AND DISPOSE.

REMOVE AND SALVAGE.

ABANDON CONDUIT AND REMOVE CONDUCTORS.

ADJUST PULLBOX TO GRADE.

FURNISH AND INSTALL PULL BOX IN EXISTING CONDUIT
RUN.

PROTECT IN PLACE EXISTING CONDUIT AND
CONDUCTORS.

FURNISH AND INSTALL FX LUMINAIRE QZ LED UP-LIGHT

OR APPROVED EQUAL, IN WELL DRAINED AREA NOT
SUBJECT TO STANDING WATER. SEE DETAIL ON SHEET
14 FOR FOUNDATION.

FURNISH AND INSTALL 2” SCHEDULE 40 PVC CONDUIT
WITH 2#2 LTG AND 1#2 GND.

FURNISH AND INSTALL 2” SCHEDULE 40 PVC CONDUIT
WITH 2#1 LTG, AND 1#1 GND.

FURNISH AND INSTALL 2” SCHEDULE 40 PVC CONDUIT
WITH 2#1 LTG, 2#8 RRFB AND 1#1 GND.

FURNISH AND INSTALL 2” SCHEDULE 80 PVC CONDUIT
WITH 2#8 RRFB AND 1#8 GND.

FURNISH AND INSTALL 2” SCHEDULE 80 PVC CONDUIT
WITH NEW 48-SMFO CABLE, PULL TAPE, AND 1#8
TRACER WIRE.

FURNISH AND INSTALL 2" SCHEDULE 40 PVC CONDUIT
WITH 2#1 LTG, 4#8 RRFB, 1#1 GND, CAT6 AND
IRRIGATION CONDUCTORS (SEE IRRIGATION PLANS).

FURNISH AND INSTALL MYERS USPI46-48 SINGLE

SERVICE METER PEDESTAL OR APPROVED EQUAL, ON
NEW FOUNDATION. PEDESTAL SHALL INCLUDE RACK

MOUNTED ASSEMBLY, CABINET MOUNTED FX

LUMINAIRE, DX CONTROLLER TRANSFORMER OR
APPROVED EQUAL, IN CABINET. RELOCATE FDU FROM

EXISTING TRAFFIC SIGNAL CONTROLLER TO NEW
CABINET. PULL NEW 48-SMFO CABLE TO CABINET.

FURNISH AND INSTALL CLOSET CONNECTOR HOUSING
(CCH-01U) WITH TWO PRE-LOADED CCH PIGTAIL SPLICE
CASSETTE (CCH-CS24-P00RE). TERMINATE ALL 48
STRANDS IN SIGNAL CABINET. COIL MINIMUM 20 FEET
OF SMFO CABLE IN CABINET FOR SLACK.

SEE PROJECT SPECIFICATIONS FOR FOUNDATION
REQUIREMENTS.
200A MAIN DISCONNECT.
30A 1P LIGHTING EL CAJON S (UNMETERED)
30A 1P LIGHTING EL CAJON N (UNMETERED)
30A 1P LIGHTING - ROUNDABOUT (METERED)
20A 1P RRFB - RICHFIELD
20A 1P RRFB - ROUNDABOUT
15A 1P IRRIGATION
FURNISH AND INSTALL BOSCH MIC IP STARLIGHT 7100i
CCTV CAMERA (#MIC-7522-Z30W), POLE MOUNTED
BRACKET (#MIC-PMB), SHALLOW CONDUIT ADAPTER
(#MIC-SCA-W) AND HIGH POWER-OVER-ETHERNET
MIDSPAN (#NPD-6001B) OR APPROVED EQUAL, 25 FEET

ABOVE FINISHED GRADE ON DECORATIVE STREET
LIGHT POLE.

FURNISH AND INSTALL 2-2" SCHEDULE 80 PVC CONDUIT
WITH 2#2 LTG AND 1#2 GND.

REMOVE AND SALVAGE EXISTING TRAFFIC SIGNAL

CONTROLLER ASSEMBLY, INCLUDING ALL OF THE
FOLLOWING: CABINET, CONTROLLER, RACK, DRAWERS,

HARNESSES, TRAFFIC CONTROLLER EQUIPMENT,

DETECTOR CARDS, DETECTION EQUIPMENT, POWER

SUPPLIES, CABINET WIRING, CABINET LIGHT AND ALL
OTHER CABINET CONTENTS. RELOCATE
COMMUNICATIONS EQUIPMENT TO NEW CABINET.

INSTALL CONDUIT INTO EXISTING PULL BOX.

FURNISH AND INSTALL 2" SCHEDULE 40 PVC CONDUIT
WITH 2#6 POWER AND 1#8 GND.

FURNISH AND INSTALL 2" SCHEDULE 40 PVC CONDUIT
WITH 2#6 LTG AND 1#6 GND.

FURNISH AND INSTALL 2" SCHEDULE 80 PVC CONDUIT
WITH 2#6 LTG, 2#8 RRFB, AND 1#6 GND.

IRRIGATION CONTROLLER. SEE IRRIGATION PLANS.

FURNISH AND INSTALL 2#8 IRR. IN EXISTING CONDUIT.

SEE IRRIGATION PLANS.

FURNISH AND INSTALL 2” SCHEDULE 80 PVC CONDUIT
WITH 2#1 LTG, 2#8 RRFB, 1#1 GND AND IRRIGATION
CONDUCTORS (SEE IRRIGATION PLANS).

FURNISH AND INSTALL 2" SCHEDULE 40 PVC CONDUIT
WITH IRRIGATION & GROUND CONDUCTORS. SEE
IRRIGATION PLANS.

FURNISH AND INSTALL FX LUMINAIRE LOW VOLTAGE

C-WWL WALL WASH LIGHT OR APPROVED EQUAL, IN

WELL DRAINED AREA NOT SUBJECT TO STANDING
WATER. LIGHTS SPACED 15' APART. SEE DETAIL ON
SHEET 14 FOR FOUNDATION.

FURNISH AND INSTALL 2” SCHEDULE 80 PVC CONDUIT
WITH 2#1 LTG, 2#8 RRFB AND 1#1 GND.

FURNISH AND INSTALL 2" SCHEDULE 40 PVC CONDUIT
WITH 2#6 LTG, 2#8 RRFB, AND 1#6 GND.

FURNISH AND INSTALL 3-2"C SCHEDULE 40 PVC
CONDUIT WITH 2#1 LTG, 2#6 LTG, 2#2 ROUNDABOUT LTG,
4#10 RRFB, 1#1 GND, CAT6 AND IRRIGATION
CONDUCTORS. (SEE IRRIGATION PLANS.)
REMOVE AND DISPOSE EXISTING 24-SMFO ON EL CAJON
BLVD BETWEEN WASHINGTON AVE AND JOHNSON AVE.

FURNISH AND INSTALL 48-SMFO AND PULL TAPE IN
EXISTING CONDUIT.

PULL BACK EXISTING 24-SMFO CABLE AND PROTECT
CABLE INSIDE NEW PULL BOX AT STA. 233+08.

RE-TERMINATE ALL 24 STRANDS IN EXISTING VAULT AT
STA. 230+12.

FURNISH AND INSTALL 2" SCHEDULE 80 PVC CONDUIT,
PULL TAPE, AND 1#8 TRACER WIRE. PULL EXISTING
24-SMFO CABLE FROM PULL BOX AT STA. 233+08 TO
EXISTING VAULT AT STA. 230+12.

PULL NEW 48-SMFO CABLE FROM WASHINGTON AVE TO
EXISTING VAULT AND TERMINATE ALL 48 STRANDS.

PULL EXISTING 24-SMFO CABLE FROM PULL BOX AT STA.
233+08 TO EXISTING VAULT AND TERMINATE ALL 24
STRANDS. COIL MINIMUM 50 FEET OF SMFO CABLE IN
EXISTING VAULT FOR SLACK.
1 3
5 6
7 9
10 11
12 13
14 15
16 17
18 19
20 21
22 23
25 26
27 28
30 32
33 34
36 37
38 39
40 41
42 43
44 46
48 49
50 3/20/2022
3/20/2022
05/26/2026
C8

Page 416 of 549 ends

487-323-26
487-323-24
487-321-26 487-321-25 487-321-24 487-321-02
R/W
R/W

LOT LINE (TYP)

EL CAJON BLVD CENTERLINE

LEXINGTON
AVENUE
1 233+59.93, 33.32' L
TS
16 16
1233+52.10, 34.48' R
33 33
10 10
13 22 15 #6(T)(E)PB WITH LOCKABLE LID
16 16
16 16
13 14
10 10 10
29 10
48STA 233+08
10 EL CAJON BOULEVARD16
48 LEGEND

EXISTING FIBER OPTIC CONDUIT

EXISTING TRAFFIC SIGNAL CONDUIT

EXISTING STREET LIGHT CONDUIT

PROPOSED FIBER OPTIC CONDUIT

PROPOSED CONDUIT

PROPOSED DOUBLE MAST ARM DECORATIVE STREET LIGHT POLE
(ROADWAY AND PEDESTRIAN)

PROPOSED DOUBLE MAST ARM DECORATIVE STREET LIGHT POLE
(PEDESTRIAN)

PROPOSED RECTANGULAR RAPID FLASHING BEACON (RRFB)

PROPOSED UP LIGHT

PROPOSED PULL BOX

EXISTING PULL BOX

EXISTING TRAFFIC SIGNAL CABINET

PROPOSED SERVICE PEDESTAL

TRAFFIC SIGNAL

PROPOSED CCTV CAMERA

EXISTING IRRIGATION CONTROLLER

PROPOSED IRRIGATION CONTROLLER

PROPOSED WALL WASH LIGHT

OF SHEETS
SHEET NO.

DRAWING NO.

ENGINEERING DIVISION JOB NO.

APPROVAL

CHECKED BY

DRAWN BY

FIELD BOOK

BYCHANGE

DATE STARTED

INSPECTOR

DATE COMPLETED

CONTRACTOR

CONSTRUCTION RECORD
DATE

AS BUILT

ENGINEER OF WORK
DATE

PLAN REVISION

CITY OF EL CAJON

PUBLIC WORKS DEPARTMENT

DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DATE
58 14619
PW3690

EL CAJON BOULEVARD STREETSCAPE
®
P:\Project\2019.0362.01_El Cajon Transit Connections\CAD\Plans\362.01_LITE.dwg Plot: Tyler Rausch Date: 3/3/2022 8:54:48 AM

REGISTEREDPROFESSIONALENGINEER

STATE OF CALIFORNIACI VI L
C 81522

TOMO TAKAHASHI
MATCHLINE STA 232+25
SEE SHEET 16
N
0' 20' 40'
SCALE 1" = 20'
17 STREET LIGHTING PLANS
EX. LIGHTING & IRRIGATION TO TYPE III SERVICE

PEDESTAL ON EL CAJON BLVD, SOUTHWEST OF
DOUGLAS AVE (APPROX. 350 FT)

LIGHTING AND ELECTRICAL NOTES

FURNISH AND INSTALL DOUBLE MAST ARM (ROADWAY AND PEDESTRIAN) DECORATIVE STREET

LIGHT POLE AND FOUNDATION OR APPROVED EQUAL PER LIGHTING AND ELECTRICAL NOTES AND DETAIL SHEET.

PROTECT IN PLACE.

ABANDON CONDUIT AND REMOVE CONDUCTORS.

ADJUST PULLBOX TO GRADE.

FURNISH AND INSTALL PULL BOX INTO EXISTING CONDUIT RUN.

PROTECT IN PLACE EXISTING CONDUIT AND CONDUCTORS.

FURNISH AND INSTALL 2” SCHEDULE 80 PVC CONDUIT WITH NEW 24-SMFO CABLE, PULL TAPE AND 1#8 TRACER WIRE.

COIL MINIMUM 25 FEET OF SMFO CABLE FOR SLACK.

SPLICE NEW TO EXISTING CONDUCTORS.

FURNISH AND INSTALL SCHEDULE 40 PVC CONDUIT WITH 2#6 LTG, AND 1#6 GND.

PULL BACK EXISTING 24-SMFO CABLE AND PROTECT CABLE INSIDE NEW PULL BOX AT STA. 233+08. RE-TERMINATE ALL 24 STRANDS IN EXISTING VAULT AT STA. 230+12. 1 10
13 14
15 16
22 29
31 33
48 EX. FIBER TO EX. SIGNAL CONTROLLER AT EL
CAJON BLVD/W DOUGLAS AVE (APPROX. 700 FT)
3/20/2022
3/20/2022
05/26/2026
C8

Page 417 of 549 ends

221 222 223 224 225 226
C122
C123
L64
C124
C125
L65
C126
L66
C127
L67
L68
C128
L70
C129
L72
C130
C131
487-520-13487-520-14487-520-15487-520-16487-520-17487-520-18 487-532-29
487-532-33
487-532-05
487-532-06 487-532-07 487-532-08 487-532-09 487-532-10 487-532-11 487-531-05
487-500-29
R/W
R/W
R/W
R/W

LOT LINE (TYP)

EL CAJON BOULEVARD CENTERLINE
C1
C2
C3
C15
C16
C17
C18
1 1
1 1
1 1
1 1
1 1
1 1
1 1 1
1 1
4 4
4 4
5 6
30 4
4 10
10 10
10 14
14 1818
18 18
18 BEG 222+56.69, 99.34' R
PC 222+56.38, 56.00' R
PC 223+28.08, 35.96' R
PC 223+72.70, 30.85' R
PCC 222+82.07, 30.83' R
PI 223+03.87, 49.93' R
PI 223+42.05, 49.94' R
PI 223+98.01, 49.95' R
PT 222+86.83, 32.88' R
PT 223+30.20, 30.84' R
PT 223+83.30, 35.24' R
BEG 222+55.15, 52.25' L
PC 222+56.87, 42.08' L
PC 222+97.56, 25.40' L
PCC 223+07.76, 29.40' LPT 222+76.58, 25.41' L
PT 223+17.96, 33.40' L
26 26
26 22
23 22
21 29
29 29
29 29
29 29
29 30
7 27
27 24
14 14
15 BEG 221+45.55, 91.40' R
END 222+16.47, 105.76' R
PC 221+81.88, 77.76' R
PC 222+00.98, 74.36' R
PI 221+95.38, 91.10' R
PT 221+83.29, 74.34' R
PT 222+15.96, 88.90' R
C120
C121
16 CURB LINE J

CURB LINE H

CURB LINE A
1 1

CURB LINE B
L2
L3
L7
L8
L9 L10
L11
L12
L13
L1
L1
L60 L61
L62
L63
6 A
6 A
1 1

53.5'

94.1'

6.1'12'2'23.2'

38.2'6'5'16'

14.5'
36 36
4 23
1 R/W
4 17

15.2'
32 32
32 32 32 32
32 3838
4 4

EL CAJON BOULEVARD

CHAMBERLAIN STREET

RICHFIELD AVENUE
C&G
SDWK
TURF
CI
GV
SDMH
GV

FENCEC&G

BLDG (TYP)

BLDG (TYP)
C&G
FENCE

BLDG BLDG
C&G
C&G
TYP
TYP
TYP
TYP
FENCE

FENCE (TYP)
TYP
BLDG
WALL
BLDG
SLPB
TSPB
SLPB

SLPBTSPB
SL
PB
39 19.77'

22.87'

1.34'
9'
45°
PCR
PCR

12.73'
PCR
PCR
R3'
R10'
15 27
7 30
TYP

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L60
L61
C120
L62
C121
L63
LENGTH

49.83'

18.97'

4.73'

17.69'

23.09'

16.86'

LINE/CHORD DIRECTION
N39°33'12"E
S84°33'12"W
N27°44'47"W
N39°57'13"E
N84°03'29"E
S51°50'16"E
R

2.00'

15.00'
T

4.88'

14.54'
DELTA
135°24'01"
88°12'31"

REMARKS

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CONSTRUCT 8" CURB AND GUTTER
TYPE H PER SDRSD G-2
CONSTRUCT 8" CURB AND GUTTER
TYPE H PER SDRSD G-2
CONSTRUCT 8" CURB AND GUTTER
TYPE H PER SDRSD G-2
CONSTRUCT 8" CURB AND GUTTER
TYPE H PER SDRSD G-2
CONSTRUCT 8" CURB AND GUTTER
TYPE H PER SDRSD G-2
CONSTRUCT 8" CURB AND GUTTER
TYPE H PER SDRSD G-2
X

CURB LINE H TC GEOMETRIC DATA MTEXT WITH WIPEOUT FOR TITLE GOES HERE C122
C123
L64
C124
C125
L65
C126
L66
C127
L67
LENGTH

1.42'

15.67'

1.15'

1.96'

23.59'

3.02'

4.80'

18.01'

4.62'

7.01'

LINE/CHORD DIRECTION
N00°53'16"W
N00°53'16"W
N39°54'47"E
N16°17'54"W
S73°42'06"W
S39°54'47"W
S05°57'44"E
S51°50'16"E
N84°02'16"E
N39°54'47"E
R

1.00'

11.00'

1.00'

20.00'

3.00'

3.00'
T

0.86 9.50

1.49 13.38

3.09 2.91
DELTA
81°36'05"
81°36'05"
112°25'22"
67°34'38"
91°45'03"
88°14'57"

REMARKS

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X

CURB LINE J TC GEOMETRIC DATA
CONSTRUCT 6" MEDIAN CURB
TYPE B-1 PER SDRSD G-6
CONSTRUCT 6" MEDIAN CURB
TYPE B-1 PER SDRSD G-6
CONSTRUCT 6" MEDIAN CURB
TYPE B-1 PER SDRSD G-6
CONSTRUCT 6" MEDIAN CURB
TYPE B-1 PER SDRSD G-6
CONSTRUCT 6" MEDIAN CURB
TYPE B-1 PER SDRSD G-6
CONSTRUCT 6" MEDIAN CURB
TYPE B-1 PER SDRSD G-6
CONSTRUCT 6" MEDIAN CURB
TYPE B-1 PER SDRSD G-6
CONSTRUCT 6" MEDIAN CURB
TYPE B-1 PER SDRSD G-6
CONSTRUCT 6" MEDIAN CURB
TYPE B-1 PER SDRSD G-6
CONSTRUCT 6" MEDIAN CURB
TYPE B-1 PER SDRSD G-6
L68
C128
L70
C129
C130
C131

5.25'

3.20'

1.22'

1.54'

5.59'

2.02'
N39°54'47"E
N05°57'44"W
N51°50'16"W
S84°02'16"W
S07°54'25"W
S82°05'35"E

2.00'

1.00'

5.00'

1.00'

2.06 0.97

3.13 1.60
91°45'03"
88°14'57"
64°00'44"
115°59'16"

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FOR REMARK GOES HERE

MTEXT WITH WIPEOUT

FOR REMARK GOES HERE

MTEXT WITH WIPEOUT

FOR REMARK GOES HERE

MTEXT WITH WIPEOUT

TYPICAL PARKING ISLANDA

PROTECT IN PLACE

CONSTRUCT HARDSCAPE PER HARDSCAPE PLANS

CONSTRUCT PCC WALK-OFF PER HARDSCAPE PLANS
CONSTRUCT MODIFIED PCC DRIVEWAY PER SDRSD G-14B, SEE HARDSCAPE

PLANS FOR CONCRETE FINISH
CONSTRUCT PCC CURB AND GUTTER TRANSITION PER DETAIL E ON SHEET 3 CONSTRUCT TYPE A PCC ADA CURB RAMP PER SDRSD G-27 WITH YELLOW

TRUNCATED DOMES
CONSTRUCT TYPE B PCC ADA CURB RAMP PER SDRSD G-27 WITH YELLOW

TRUNCATED DOMES

SEE DEMOLITION PLANS FOR SAWCUT LIMITS (TYP)
CONSTRUCT 6” PCC TYPE G CURB AND GUTTER PER SDRSD G-02
CONSTRUCT HMA PAVEMENT, 7” HMA OVER 24” CLASS 2 AGGREGATE BASE

RESET SURVEY MONUMENT
FURNISH AND INSTALL TRENCH GRATE AND FRAME PER DETAIL L ON SHEET 5

AND DRAINAGE AND SEWER PLANS
CONSTRUCT 8” PCC TYPE H CURB AND GUTTER PER SDRSD G-02
1 4
5 6
10 14
15 18
21 22
26 27
29 OF SHEETS
SHEET NO.

DRAWING NO.

ENGINEERING DIVISION JOB NO.

APPROVAL

CHECKED BY

DRAWN BY

FIELD BOOK

BYCHANGE

DATE STARTED

INSPECTOR

DATE COMPLETED

CONTRACTOR

CONSTRUCTION RECORD
DATE

AS BUILT

ENGINEER OF WORK
DATE

PLAN REVISION

CITY OF EL CAJON

PUBLIC WORKS DEPARTMENT

DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DATE
58 14619
PW3690

EL CAJON BOULEVARD STREETSCAPE
®
P:\Project\2019.0362.01_El Cajon Transit Connections\CAD\Plans\362.01_IM.dwg Plot: Blanca Soto Date: 2/15/2022 11:06:04 AM

REGISTEREDPROFESSIONALENGINEER

STATE OF CALIFORNIACI VI L
C 84324
ROSS P. DUENAS
1 C&G
LEGEND:

HMA PAVEMENT

PRECAST CONCRETE PAVER PER HARDSCAPE PLANS
CONCRETE PAVING TYPE 1 PER HARDSCAPE PLANS
CONSTRUCT 6” PCC TYPE B-1 MEDIAN CURB PER SDRSD G-067
CONSTRUCT 6” PCC TYPE H CURB AND GUTTER PER SDRSD G-0230 MODIFY EXISTING DRAINAGE STRUCTURE, SEE DRAINAGE AND SEWER PLANS16 18 IMPROVEMENT PLANS
CONSTRUCT TYPE D PCC ADA CURB RAMP PER SDRSD G-3123

LANDSCAPE PER LANDSCAPE PLANS
CONSTRUCT 4" HMA ON 8" CLASS 2 AGGREGATE BASE36
24 CONSTRUCT CASE F PCC ADA CURB RAMP PER CALTRANS STD PLAN A88A WITH

YELLOW TRUNCATED DOMES

1. VERIFY THE EXISTENCE AND HORIZONTAL/VERTICAL LOCATION OF ALL UTILITIES

WITHIN THE PROJECT AREA THAT MAY CONFLICT WITH THE PROPOSED CONSTRUCTION. VERIFY THAT ANY UTILITIES SHOWN TO BE RELOCATED BY OTHERS HAVE BEEN RELOCATED AND NO LONGER IN CONFLICT.

2. SEE PLAN AND PROFILE SHEETS FOR CURB LINE AND CENTER CIRCLE PROFILES.

3. SEE STAKING PLANS FOR PROPOSED GEOMETRY AND ADDITIONAL DESIGN INFORMATION.

4. SEE DRAINAGE AND UTILITY PLANS FOR DRAINAGE AND SEWER IMPROVEMENTS.

8. TO THE EXTENT POSSIBLE, CONTRACTOR SHALL PROTECT IN PLACE ALL SURVEY MONUMENTS DURING THE COURSE OF CONSTRUCTION.

CONTRACTOR'S LAND SURVEYOR SHALL INDEPENDENTLY VERIFY/DETERMINE

ANY AND ALL SURVEY MONUMENTS THAT MAY OR WILL BE DISTURBED OR DESTROYED BY THE CONTRACTOR'S ACTIVITIES. CONTRACTOR'S LAND

SURVEYOR SHALL FILE WITH THE OFFICE OF THE COUNTY SURVEYOR CORNER

RECORDS AND/OR RECORD(S) OF SURVEY PRIOR TO SUCH DISTURBANCE AND UPON RE-ESTABLISHMENT OF THE SURVEY MONUMENT(S).

GENERAL NOTES:

CONSTRUCT PCC MONOLITHIC BACK CURB PER DETAIL G ON SHEET 417 SEE LIGHTING AND ELECTRICAL PLANS32
IRRIGATION EQUIPMENT, SEE IRRIGATION PLANS38
ADJUST TO FINISHED GRADE2
CONCRETE PAVING TYPE 2 PER HARDSCAPE PLANS
CONCRETE PAVING TYPE 3 PER HARDSCAPE PLANS
PEDVEH
CONSTRUCT TYPE A PCC ADA PASSAGEWAY PER CALTRANS STD PLAN A88B WITH

YELLOW TRUNCATED DOMES
39 CURB LINE A TC AND CURB LINE B TC GEOMETRIC DATA TABLES ON SHEET 23 3/20/2022
3/20/2022
05/26/2026
C8

Page 418 of 549 ends

13 14
15 10
11 12
14 15
16 226 227 228 229 230 231 232
487-312-13
487-312-12
487-312-11
487-312-10
487-312-18
487-520-19
487-520-10
487-520-11487-520-12
487-532-28 487-532-14 487-532-15 487-532-16
487-323-17
487-520-19
R/W
R/W
R/W
R/W
R/W
R/W

LOT LINE (TYP)

EL CAJON BLVD CENTERLINE

PALM AVENUE CENTERLINE

JOHNSON AVENUE

CENTERLINE

JOHNSON AVENUE

CENTERLINE

R/WLOT LINE
(TYP)
C4
C5
C6 C7
C8
C9
C10
C11
C12
C13
C14
C19
C20
C21
C22
C23
C24
C25
C26
C27
C28
C29
C30
C31
C32
1 1
1 1
1 1
1 1
29 1
1 1
1 1 1
1 1
1 1 1
1 1
1 1
2 2
2 2
2 2
30 5
31 5
33 4
4 4
4 4
5 5
10 10
10 10
10 10
10 10
14 14
14 14
14 18
34 34
34 34
34 25
25 25
25 13
13 13
13 13
13 13
BEG 231+91.23, 102.80' L
PC 231+82.00, 95.97' L
PC 232+33.68, 22.37' L
PT 231+99.20, 22.37' L
BEG 228+78.20, 57.13' L
END 231+77.25, 143.44' L
PCC 229+01.15, 23.03' L
PCC 229+41.57, 23.75' L
PCC 230+65.89, 44.53' L
PCC 228+82.85, 43.63' L
PCC 229+61.49, 32.29' L
PCC 230+04.89, 40.86' L
PCC 230+95.64, 70.22' L
PT 231+15.74, 92.90' L
END 229+21.66, 108.93' R
PC 227+48.13, 31.05' R
PC 228+80.77, 25.79' R
PCC 229+28.19, 35.64' R
PCC 229+45.51, 71.39' R
PCC 229+32.86, 99.93' R
PCC 229+26.61, 105.36' R
PI 227+67.12, 50.05' R
PT 227+50.25, 25.93' R
PT 229+22.87, 107.84' R
PCC 231+66.12, 88.89' L
PCC 231+43.90, 62.01' L
PCC 231+55.88, 29.31' L
PCC 231+89.83, 22.84' L
PCC 231+74.89, 93.14' L
END 228+06.54, 86.21' L
PC 227+68.86, 33.37' L
PC 227+91.51, 27.37' L
PCC 227+77.86, 30.37' L PT 227+86.86, 27.37' L
PT 228+14.57, 76.56' L
13 26
26 26
26 21
21 24
24 24
24 23
24 24
24 24
29 29
29 29
292929
29 29
29 7 7
7 7
7 7
9 9
20 19
33 3
3 26
14 14
3 CURB LINE B

CURB LINE A

CURB LINE F
17 CURB LINE E
CENTER

CIRCLE FS

CURB LINE G

CURB LINE D

CURB LINE C

CURB LINE G
1 32

CENTER CIRCLE

MEDIAN CURB
1 2
1 2
2 2
2 2
2 2
L4
L6
L14
L15
L16
L17
L18
L1L1
L3
L4
L5
5 1
1 1
33 1
6 B
6 B
7 C
7 C
4 31
4 34
1 1
1 53.5'

75.4'

6.1'12'2'22'

17.5'

6.7'8.7'

16.6'

20.2'

9.9'13.5'7.7'

14.8'

16.2'18.2'
13'
6'

6.7'

23.7'
1 5
6'

6.9'
4 35
36 36
36 36
4 1 4

10.1'
19 19.6'
6'1
32 32
37 20.8'

15.1'
4 436
36 L24
L25
C39
C40
C41
C42
C43
C44 C45
C46
BEG 229+90.65, 116.66' R
PC 229+86.06, 110.76' R
PC 232+23.01, 20.30' R
PCC 230+03.00, 67.51' R
PCC 231+53.91, 24.51' R
PCC 229+85.25, 97.18' R
PCC 229+95.82, 77.70' R
PCC 230+75.37, 47.74' R
PCC 231+20.57, 38.90' R
PT 232+03.83, 20.30' R
4 4
34 32
17 32
3232
32 1
32 38
38 38
38 382
4 36
4 36
4 13.6'

4.7'

6.5'7.1'1.8'
4 34

EL CAJON BOULEVARD

PALM AVENUE

JOHNSON AVENUE
487-532-19487-532-18487-532-17

TREE (TYP)
FENCE
C&G
SL
SL
C&G

PROPANE
TANK

POST (TYP)
SL
SL
SL
SL
WM SL
FENCE
SL
FENCE
SL
POST
(TYP)
SL
SL
PB
SL
SL
SSMH
SDCO
WV
WM
WV
WV
TYP
TYP
TYP

TELE MH
TELE
MH
TYP

TELE MH
PP
TSPB
GUY
FH
BFP
WM
WM
WM
WM
WM
MON
WM
FENCE
C&G
C&G
FENCE
FENCE
WALL

BLDG (TYP)
FENCE
FENCE
FENCE
VAULT
TSPB
SL
SL

SLPBSLPB
TSPB
INLET
SLPB
IRR
R10'
R10'
R10'R15'
R7'
R11.5'
24' 28'
1 CURB

29.7'

15.4'
18'
R3'
R10'
R10'
R3'

29.1'
R6'
R6'
31 41
41 42
42 42

MTEXT WITH WIPEOUT FOR TITLE GOES HERE
C7
C8
C9
C10
C11
C12
C13
C14
L6
LENGTH

14.60'

30.40'

40.50'

21.97'

46.10'

62.46'

39.87'

30.43'

79.61'

LINE/CHORD DIRECTION
S69°05'22"E
N88°16'22"E
N38°52'47"E
N16°41'14"E
N28°44'18"E
N36°27'07"E
N00°54'29"W
N08°32'55"W
N00°29'08"E
R

20.00'

20.00'
198.50'

38.50'

46.50'

86.50'

68.50'

96.50'
T

7.64'

19.01'

20.32'

11.29'

25.14'

32.66'

20.52'

15.34'
DELTA
41°49'16"
87°05'48"
11°41'22"
32°41'44"
56°47'52"
41°22'13"
33°20'59"
18°04'06"

REMARKS

MTEXT WITH WIPEOUT

FOR REMARK GOES HERE

MTEXT WITH WIPEOUT

FOR REMARK GOES HERE

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FOR REMARK GOES HERE

MTEXT WITH WIPEOUT

FOR REMARK GOES HERE

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FOR REMARK GOES HERE

CURB LINE C TC GEOMETRIC DATA
CONSTRUCT 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
X
MATCHLINE STA 226+00
SEE SHEET 18
MATCHLINE STA 232+25
SEE SHEET 20
N
0' 20' 40'
SCALE 1" = 20'

JOHNSON AVENUE

PROTECT IN PLACE
IMPROVEMENT NOTES:

CONSTRUCT PCC CROSSWALK PER HARDSCAPE PLANS
CONSTRUCT PCC MONOLITHIC BACK CURB PER DETAIL G ON SHEET 4 CONSTRUCT MODIFIED PCC DRIVEWAY PER SDRSD G-14B, SEE HARDSCAPE PLANS

FOR CONCRETE FINISH
CONSTRUCT MOUNTABLE PCC TRUCK APRON CURB PER DETAIL B ON SHEET 3 CONSTRUCT TRUCK APRON PER DETAIL A ON SHEET 3
CONSTRUCT TYPE A PCC ADA CURB RAMP PER SDRSD G-27 WITH YELLOW

TRUNCATED DOMES
CONSTRUCT TYPE D PCC ADA CURB RAMP PER SDRSD G-31
CONSTRUCT HMA PAVEMENT, 7” HMA OVER 24” CLASS 2 AGGREGATE BASE

RESET SURVEY MONUMENT

ADJUST TO FINISHED GRADE

ADJUST TO FINISHED GRADE BY OTHERS

SEE DEMOLITION PLANS FOR SAWCUT LIMITS (TYP)
CONSTRUCT 6” PCC TYPE G CURB AND GUTTER PER SDRSD G-02
CONSTRUCT 6” PCC TYPE B-1 MEDIAN CURB PER SDRSD G-06
1 2
3 4
5 7
13 17
18 19
20 21
23 26
29 OF SHEETS
SHEET NO.

DRAWING NO.

ENGINEERING DIVISION JOB NO.

APPROVAL

CHECKED BY

DRAWN BY

FIELD BOOK

BYCHANGE

DATE STARTED

INSPECTOR

DATE COMPLETED

CONTRACTOR

CONSTRUCTION RECORD
DATE

AS BUILT

ENGINEER OF WORK
DATE

PLAN REVISION

CITY OF EL CAJON

PUBLIC WORKS DEPARTMENT

DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DATE
58 14619
PW3690

EL CAJON BOULEVARD STREETSCAPE
®
P:\Project\2019.0362.01_El Cajon Transit Connections\CAD\Plans\362.01_IM.dwg Plot: Blanca Soto Date: 3/2/2022 10:47:39 AM

REGISTEREDPROFESSIONALENGINEER

STATE OF CALIFORNIACI VI L
C 84324
ROSS P. DUENAS
CONSTRUCT 6” PCC TYPE H CURB AND GUTTER PER SDRSD G-0230 CONSTRUCT MODIFIED 6” PCC TYPE B-2 MEDIAN CURB AND GUTTER PER SDRSD G-06.

SLOPE GUTTER PAN AWAY FROM FLOW LINE AT 2%.
31 SEE LIGHTING AND ELECTRICAL PLANS32
10 CONSTRUCT PCC CURB AND GUTTER TRANSITION PER DETAIL E ON SHEET 3 CONSTRUCT THICKENED CURB AND GUTTER PER DETAIL M ON SHEET 533 CONSTRUCT MODIFIED PCC DRIVEWAY PER SDRSD G-14E34
19 IMPROVEMENT PLANS
CONSTRUCT MODIFIED B-1 MEDIAN CURB PER DETAIL A ON SHEET 335 CONSTRUCT 4" HMA ON 8" CLASS 2 AGGREGATE BASE36
LEGEND:

HMA PAVEMENT

1. VERIFY THE EXISTENCE AND HORIZONTAL/VERTICAL LOCATION OF

ALL UTILITIES WITHIN THE PROJECT AREA THAT MAY CONFLICT WITH THE PROPOSED CONSTRUCTION. VERIFY THAT ANY

UTILITIES SHOWN TO BE RELOCATED BY OTHERS HAVE BEEN
RELOCATED AND NO LONGER IN CONFLICT.

2. SEE PLAN AND PROFILE SHEETS FOR CURB LINE AND CENTER CIRCLE PROFILES.

3. SEE STAKING PLANS FOR PROPOSED GEOMETRY AND ADDITIONAL DESIGN INFORMATION.

4. SEE DRAINAGE AND UTILITY PLANS FOR DRAINAGE AND SEWER IMPROVEMENTS.

8. TO THE EXTENT POSSIBLE, CONTRACTOR SHALL PROTECT IN

PLACE ALL SURVEY MONUMENTS DURING THE COURSE OF
CONSTRUCTION. CONTRACTOR'S LAND SURVEYOR SHALL

INDEPENDENTLY VERIFY/DETERMINE ANY AND ALL SURVEY

MONUMENTS THAT MAY OR WILL BE DISTURBED OR DESTROYED
BY THE CONTRACTOR'S ACTIVITIES. CONTRACTOR'S LAND

SURVEYOR SHALL FILE WITH THE OFFICE OF THE COUNTY

SURVEYOR CORNER RECORDS AND/OR RECORD(S) OF SURVEY

PRIOR TO SUCH DISTURBANCE AND UPON RE-ESTABLISHMENT OF
THE SURVEY MONUMENT(S).

GENERAL NOTES:

CONSTRUCT CASE F PCC ADA CURB RAMP PER CALTRANS STD PLAN A88A WITH

YELLOW TRUNCATED DOMES
24 CONSTRUCT 9" THICK PCC PORK CHOP ISLAND37

PRECAST CONCRETE PAVER PER HARDSCAPE PLANS
CONCRETE PAVING TYPE 1 PER HARDSCAPE PLANS

LANDSCAPE PER LANDSCAPE PLANS
CONCRETE PAVING TYPE 2 PER HARDSCAPE PLANS
CONCRETE PAVING TYPE 3 PER HARDSCAPE PLANS
PEDVEH
IRRIGATION EQUIPMENT, SEE IRRIGATION PLANS38

CENTER CIRCLE FS AND CENTER CIRCLE MEDIAN
CURB TC GEOMETRIC DATA TABLES ON SHEET 20

CURB LINE A TC, CURB LINE B TC, AND CURB LINE
D TC GEOMETRIC DATA TABLES ON SHEET 23

CURB LINE E TC, CURB LINE F TC, AND CURB LINE
G TC GEOMETRIC DATA TABLES ON SHEET 24
CONSTRUCT HARDSCAPE PER HARDSCAPE PLANS14
CONSTRUCT TYPE A PCC ADA PASSAGEWAY PER CALTRANS STD PLAN A88B WITH YELLOW TRUNCATED DOMES. SEE HARDSCAPE PLANS FOR FINISH
25 CONSTRUCT MODIFIED 6” PCC TYPE B-2 MEDIAN CURB AND GUTTER PER SDRSD G-06. SLOPE GUTTER PAN AT 2%.
41 TRANSITION GUTTER PAN CROSS SLOPE. MAINTAIN POSITIVE

DRAINAGE
42 3/20/2022
3/20/2022
05/26/2026
C8

Page 419 of 549 ends

233 234 235 236 237
487-323-26
487-323-24
487-321-26
487-321-25 487-321-24 487-321-02
R/W
R/W

LOT LINE (TYP)

EL CAJON BLVD CENTERLINE
C31
C32
C33
C34
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1 1
1 1
2 3 3
4 4
5 5
10 10
10 10
14 34
END 235+35.46, 43.62' L
PC 231+82.00, 95.97' L
PC 232+33.68, 22.37' L
PC 233+60.90, 30.56' L
PC 234+49.22, 22.48' L
PC 234+89.83, 41.23' L
PT 232+54.29, 30.57' L
PT 233+81.38, 22.48' L
PT 234+58.52, 24.77' L
PT 234+98.98, 43.48' L
PCC 231+74.89, 93.14' L
PCC 232+43.99, 26.47' L
PCC 233+71.14, 26.52' L
26 26
29 29
7 7
9 9
14 14
32 CURB LINE E

CURB LINE G

CURB LINE D
2 2
L19
L20
L1
1 1 1
1 1
CC
14 9.9'11'2'23.8'

14.2'17.4'13'10.1'
7 D
7 D
L26 L27C46
C47
C48
END 233+79.03, 51.64' R
PC 233+45.14, 27.40' R
PC 233+68.47, 47.25' R
PT 232+56.70, 21.43' R
PT 233+51.54, 30.31' R
32 32
32 32
32 3811
38 38
4 4 4
4 4

EL CAJON BOULEVARD

LEXINGTON AVENUE
SL
SL
SL
SL

FENCE SL

POST (TYP)
SL
WM
CURB
CURB
SL

TREE (TYP)
POST
(TYP)
SL
SL
WM

SL SL SL SL
SL
FENCE
SSMH

TELE PB TELE PB
TYP
TYP
TYP
SL
WM
MON
FENCE

FENCE FENCE
C&G
C&G
TSPB
TSPB
SL
SLPB
TSPB
BFPWM

23.8'
C35
L21
C36 L22
R10'
R15'
32 TSPB
10 40

MTEXT WITH WIPEOUT FOR TITLE GOES HERE
C49
C50
C51
C52
C53
C54
LENGTH

17.53'
142.77'

80.32'

30.78'

98.75'

55.12'

LINE/CHORD DIRECTION
S13°35'21"W
N55°23'25"W
N32°42'26"E
N39°13'02"E
S24°40'47"E
S37°47'28"W
R

86.00'

35.00'

80.00'

25.00'

35.00'

86.00'
T

8.79'

69.11'

43.91'

17.68'
216.84'

28.54'
DELTA
11°40'41"
233°43'09"
57°31'27"
70°32'39"
161°39'44"
36°43'16"

REMARKS

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CENTER CIRCLE MOUNTABLE CURB FS GEOMETRIC DATA

CONSTRUCT MOUNTABLE CURB PER
DETAIL ON SHEET 3
X

CONSTRUCT MOUNTABLE CURB PER
DETAIL ON SHEET 3

MTEXT WITH WIPEOUT FOR TITLE GOES HERE
C55
C56
L28
C57
L29
C58
C59
C60
L30
C61
L31
C62
C63
LENGTH

2.70'

19.36'

8.36'

79.01'

7.60'

19.69'

48.37'

20.02'

3.12'

67.73'

6.90'

19.52'

42.89'

LINE/CHORD DIRECTION
S18°34'54"W
S24°32'28"W
S31°20'50"W
N55°37'34"W
N37°24'02"E
N44°19'15"E
N35°02'02"E
N25°51'54"E
N32°54'12"E
S57°15'51"E
S32°34'07"W
S39°25'43"W
S32°51'35"W
R

91.50'

81.50'

24.33'

81.50'

85.50'

81.50'

21.60'

81.50'

91.50'
T

1.35'

9.73'
460.16'

9.89'

24.85'

10.06'
7398.38'

9.80'

21.85'
DELTA
1°41'35"
13°36'44"
186°03'11"
13°50'26"
32°24'52"
14°04'36"
179°39'56"
13°43'12"
26°51'30"

REMARKS

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FOR REMARK GOES HERE

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FOR REMARK GOES HERE

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FOR REMARK GOES HERE

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CENTER CIRCLE 4" MEDIAN CURB TC GEOMETRIC DATA
X
CONSTRUCT 4" MOD MEDIAN
CURB TYPE B-1
CONSTRUCT 4" MOD MEDIAN
CURB TYPE B-1
CONSTRUCT 4" MOD MEDIAN
CURB TYPE B-1
CONSTRUCT 4" MOD MEDIAN
CURB TYPE B-1
CONSTRUCT 4" MOD MEDIAN
CURB TYPE B-1
CONSTRUCT 4" MOD MEDIAN
CURB TYPE B-1
CONSTRUCT 4" MOD MEDIAN
CURB TYPE B-1
CONSTRUCT 4" MOD MEDIAN
CURB TYPE B-1
CONSTRUCT 4" MOD MEDIAN
CURB TYPE B-1
CONSTRUCT 4" MOD MEDIAN
CURB TYPE B-1
CONSTRUCT 4" MOD MEDIAN
CURB TYPE B-1
CONSTRUCT 4" MOD MEDIAN
CURB TYPE B-1
CONSTRUCT 4" MOD MEDIAN
CURB TYPE B-1
MATCHLINE STA 232+25
SEE SHEET 19
N
0' 20' 40'
SCALE 1" = 20'
IMPROVEMENT NOTES:

PROTECT IN PLACE

ADJUST TO FINISHED GRADE

SEE DEMOLITION PLANS FOR SAWCUT LIMITS (TYP)
CONSTRUCT 6” PCC TYPE G CURB AND GUTTER PER SDRSD G-02
CONSTRUCT PCC TYPE B ROLLED CURB PER SDRSD G-04A WITH TRANSITIONS PER SDRSD G-04B
CONSTRUCT PCC CURB AND GUTTER TRANSITION PER DETAIL E ON SHEET 3

CONSTRUCT HARDSCAPE PER HARDSCAPE PLANS
CONSTRUCT HMA PAVEMENT, 7” HMA OVER 24” CLASS 2 AGGREGATE BASE 1 2
4 5
7 9
10 14
26 OF SHEETS
SHEET NO.

DRAWING NO.

ENGINEERING DIVISION JOB NO.

APPROVAL

CHECKED BY

DRAWN BY

FIELD BOOK

BYCHANGE

DATE STARTED

INSPECTOR

DATE COMPLETED

CONTRACTOR

CONSTRUCTION RECORD
DATE

AS BUILT

ENGINEER OF WORK
DATE

PLAN REVISION

CITY OF EL CAJON

PUBLIC WORKS DEPARTMENT

DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DATE
58 14619
PW3690

EL CAJON BOULEVARD STREETSCAPE
®
P:\Project\2019.0362.01_El Cajon Transit Connections\CAD\Plans\362.01_IM.dwg Plot: Blanca Soto Date: 3/2/2022 10:05:45 AM

REGISTEREDPROFESSIONALENGINEER

STATE OF CALIFORNIACI VI L
C 84324
ROSS P. DUENAS
RESET SURVEY MONUMENT29
CONSTRUCT 6” PCC TYPE B-1 MEDIAN CURB PER SDRSD G-06
CONSTRUCT MODIFIED PCC DRIVEWAY PER SDRSD G-14E34
ADJUST TO FINISHED GRADE BY OTHERS3
20 IMPROVEMENT PLANS
LEGEND:

HMA PAVEMENT

1. VERIFY THE EXISTENCE AND HORIZONTAL/VERTICAL LOCATION OF

ALL UTILITIES WITHIN THE PROJECT AREA THAT MAY CONFLICT WITH THE PROPOSED CONSTRUCTION. VERIFY THAT ANY

UTILITIES SHOWN TO BE RELOCATED BY OTHERS HAVE BEEN
RELOCATED AND NO LONGER IN CONFLICT.

2. SEE PLAN AND PROFILE SHEETS FOR CURB LINE AND CENTER CIRCLE PROFILES.

3. SEE STAKING PLANS FOR PROPOSED GEOMETRY AND ADDITIONAL DESIGN INFORMATION.

4. SEE DRAINAGE AND UTILITY PLANS FOR DRAINAGE AND SEWER IMPROVEMENTS.

8. TO THE EXTENT POSSIBLE, CONTRACTOR SHALL PROTECT IN

PLACE ALL SURVEY MONUMENTS DURING THE COURSE OF
CONSTRUCTION. CONTRACTOR'S LAND SURVEYOR SHALL

INDEPENDENTLY VERIFY/DETERMINE ANY AND ALL SURVEY

MONUMENTS THAT MAY OR WILL BE DISTURBED OR DESTROYED
BY THE CONTRACTOR'S ACTIVITIES. CONTRACTOR'S LAND

SURVEYOR SHALL FILE WITH THE OFFICE OF THE COUNTY

SURVEYOR CORNER RECORDS AND/OR RECORD(S) OF SURVEY

PRIOR TO SUCH DISTURBANCE AND UPON RE-ESTABLISHMENT OF
THE SURVEY MONUMENT(S).

GENERAL NOTES:

SEE LIGHTING AND ELECTRICAL PLANS32
IRRIGATION EQUIPMENT, SEE IRRIGATION PLANS38

PRECAST CONCRETE PAVER PER HARDSCAPE PLANS
CONCRETE PAVING TYPE 1 PER HARDSCAPE PLANS

LANDSCAPE PER LANDSCAPE PLANS
CONCRETE PAVING TYPE 2 PER HARDSCAPE PLANS
CONCRETE PAVING TYPE 3 PER HARDSCAPE PLANS
PEDVEH
CURB LINE D TC GEOMETRIC DATA TABLE ON SHEET 23
CURB LINE E TC AND CURB LINE G TC GEOMETRIC DATA TABLES ON SHEET 24 CONSTRUCT 8” PCC TYPE G CURB AND GUTTER PER SDRSD G-0240 3/20/2022
3/20/2022
05/26/2026
C8

Page 420 of 549 ends

14 16
L32
L33
C64
L34
C65
C66
L35
C67
L36
C68
C69C70
C71
C72 C73
L37
C74
L38
C75
L39
C76
L40
C77
C78 C79
L41
C80
L42
C81
C82
C83
L43
C84
L44
C85
C86
C87
C88
L45
C89
L46
BEG 228+10.90, 0.24' R
END 228+30.83, 11.26' L
PC 228+17.67, 5.46' R
PC 228+99.39, 9.77' R
PC 229+36.81, 2.00' L
PI 228+12.44, 0.23' R
PT 228+28.29, 9.85' R
PT 229+37.03, 12.69' R
PT 229+33.87, 4.95' L
228 229 230
BEG/END 230+23.05, 27.46' R
PC 229+93.63, 34.80' R
PC 229+96.55, 13.89' L
PCC 230+20.53, 28.45' R
PCC 230+16.13, 12.38' L
PT 230+01.90, 33.56' R
PT 229+88.96, 13.56' L
BEG/END 230+24.98,

32.61' RPCC 230+09.29, 40.37' R
PCC 230+03.53, 21.81' L
C49
C50
C51
C55
C56
C58 C59
C57
L28
L29

EL CAJON BOULEVARD

PALM AVENUE

JOHNSON AVENUE
487-532-19
487-532-18
487-532-17
487-323-17
R/W
R/W
BEG/END 229+51.88, 102.73' R
PCC 229+54.91, 105.26' R
PC 229+60.43, 85.87' R
PT 229+69.35, 88.39' R
PCC 229+69.74, 89.93' R
PC 229+68.51, 88.03' R
PT 229+64.96, 86.88' R
PT 229+63.85, 76.39' R
BEG/END 229+63.12, 75.09' R
PC 229+67.14, 77.12' R
PC 229+75.64, 80.21' R
PCC 229+76.88, 79.82' R
PCC 229+79.42, 75.54' R
PCC 229+84.07, 68.07' R
PT 229+82.03, 63.40' R
PT 229+72.46, 78.84' R
PC 229+70.26, 61.66' R
PT 229+66.97, 63.67' R
PCC 229+59.27, 86.52' R
PT 229+10.71, 9.55' R
PCC 229+09.64, 10.29' R
PC 229+11.77, 5.48' R
PT 229+12.40, 0.37' R
PC 229+12.38, 4.40' L
PCC 229+11.41, 5.39' L
PT 229+20.67, 10.98' R
PC 229+21.42, 12.21' R
PT 229+21.45,

7.99' R
PC 229+22.40, 0.32' R
PT 229+22.38, 4.15' L
PC 229+23.40, 5.15' L

LOT LINE (TYP)

CURB LINE F

CENTER CIRCLE

MEDIAN CURB

CENTER CIRCLE
FS

CURB LINE L
PCC 229+33.03, 15.56' R
PCC 228+99.14, 6.37' L

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C77
C78
C79
L41
C80
L42
C81
C82
LENGTH

5.60'

21.36'

1.84'

0.91'

3.74'

4.64'

1.46'

17.84'

LINE/CHORD DIRECTION
S79°44'57"W
S06°02'50"E
S64°14'22"E
N63°09'28"E
N57°48'21"E
N52°27'14"E
N10°38'58"E
N25°35'58"W
R

2.00'
109.50'

1.00'

20.00'

1.00'

92.00'
T

11.59 10.72

1.31 1.87

0.89 8.95
DELTA
160°24'51"
11°10'43"
105°12'21"
10°42'14"
83°36'32"
11°06'41"

REMARKS

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CURB LINE L TC GEOMETRIC DATA
CONSTRUCT 6" MEDIAN CURB
TYPE B-1 PER SDRSD G-6
CONSTRUCT 6" MEDIAN CURB
TYPE B-1 PER SDRSD G-6
CONSTRUCT 6" MEDIAN CURB
TYPE B-1 PER SDRSD G-6
CONSTRUCT 6" MEDIAN CURB
TYPE B-1 PER SDRSD G-6
CONSTRUCT 6" MEDIAN CURB
TYPE B-1 PER SDRSD G-6
CONSTRUCT 6" MEDIAN CURB
TYPE B-1 PER SDRSD G-6
CONSTRUCT 6" MEDIAN CURB
TYPE B-1 PER SDRSD G-6
CONSTRUCT 6" MEDIAN CURB
TYPE B-1 PER SDRSD G-6
CONSTRUCT 6" MEDIAN CURB
TYPE B-1 PER SDRSD G-6
X
C83
L43
C84
L44
C85
C86
C87
C88
L45
C89
L46

1.68'

3.36'

5.60'

3.46'

1.42'

4.97'

8.81'

6.07'

11.91'

4.18'

12.06'
S79°30'45"E
N52°27'14"E
N57°48'21"E
N63°09'28"E
N22°31'08"E
N19°25'15"W
N18°11'53"W
N73°40'25"W
S48°19'38"W
S08°25'28"W
S31°28'43"E

1.00'

30.00'

1.00'
109.50'
100.00'

3.00'

1.11 2.81

0.86 2.49

4.41 4.80

2.51 96°04'03"
10°42'14"
81°16'40"
2°36'04"
5°02'49"
115°59'53"
79°48'21"

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CONSTRUCT 6" MEDIAN CURB
TYPE B-1 PER SDRSD G-6
CONSTRUCT 6" MEDIAN CURB
TYPE B-1 PER SDRSD G-6
CONSTRUCT 6" MEDIAN CURB
TYPE B-1 PER SDRSD G-6
CONSTRUCT 6" MEDIAN CURB
TYPE B-1 PER SDRSD G-6
CONSTRUCT 6" MEDIAN CURB
TYPE B-1 PER SDRSD G-6
CONSTRUCT 6" MEDIAN CURB
TYPE B-1 PER SDRSD G-6
CONSTRUCT 6" MEDIAN CURB
TYPE B-1 PER SDRSD G-6
CONSTRUCT 6" MEDIAN CURB
TYPE B-1 PER SDRSD G-6
CONSTRUCT 6" MEDIAN CURB
TYPE B-1 PER SDRSD G-6
CONSTRUCT 6" MEDIAN CURB
TYPE B-1 PER SDRSD G-6
CONSTRUCT 6" MEDIAN CURB
TYPE B-1 PER SDRSD G-6
CONSTRUCT 6" MEDIAN CURB
TYPE B-1 PER SDRSD G-6 N
0' 10' 20'
SCALE 1" = 10'

OF SHEETS
SHEET NO.

DRAWING NO.

ENGINEERING DIVISION JOB NO.

APPROVAL

CHECKED BY

DRAWN BY

FIELD BOOK

BYCHANGE

DATE STARTED

INSPECTOR

DATE COMPLETED

CONTRACTOR

CONSTRUCTION RECORD
DATE

AS BUILT

ENGINEER OF WORK
DATE

PLAN REVISION

CITY OF EL CAJON

PUBLIC WORKS DEPARTMENT

DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DATE
58 14619
PW3690

EL CAJON BOULEVARD STREETSCAPE
®
P:\Project\2019.0362.01_El Cajon Transit Connections\CAD\Plans\362.01_IM.dwg Plot: Blanca Soto Date: 2/15/2022 11:08:36 AM

REGISTEREDPROFESSIONALENGINEER

STATE OF CALIFORNIACI VI L
C 84324
ROSS P. DUENAS
21 IMPROVEMENT PLANS
LEGEND:

HMA PAVEMENT

PRECAST CONCRETE PAVER PER HARDSCAPE PLANS
CONCRETE PAVING TYPE 1 PER HARDSCAPE PLANS

LANDSCAPE PER LANDSCAPE PLANS
CONCRETE PAVING TYPE 2 PER HARDSCAPE PLANS
CONCRETE PAVING TYPE 3 PER HARDSCAPE PLANS
PEDVEH

CENTER CIRCLE FS AND CENTER CIRCLE MEDIAN
CURB GEOMETRIC DATA TABLES ON SHEET 20

CURB LINE F TC GEOMETRIC DATA TABLE ON
SHEET 24
3/20/2022
3/20/2022
05/26/2026
C8

Page 421 of 549 ends

13 10
11 12
C102
L53 C103
L54
C104
C105
C106
C107
L55
C108
C109
C110
C111 L56
C113
C114
L57
C115
L58
BEG 233+08.26, 9.58' R
END 232+87.42, 8.36' L
PC 231+43.40, 7.66' L
PCC 232+47.09, 6.36' RPCC 231+48.08, 5.82' R
PCC 231+47.21, 10.93' L
PT 231+44.83, 3.23' R
PC 231+72.67, 4.14' R
PT 231+73.63, 3.14' R
PC 231+73.61, 6.03' L
PT 231+72.63, 7.03' L
PCC 231+84.65, 3.75' R
PT 231+83.63, 2.75' R
PC 231+83.61,

6.11' L
PT 231+84.59, 7.11' L
231 232 233
PC 230+86.16, 21.65' L
PC 230+84.70, 22.09' R
PCC 230+63.68, 16.43' L
PCC 230+65.23, 22.25' R
PT 230+83.06, 21.27' L
PT 230+91.54, 21.21' R
PCC 231+08.78, 31.79' L
PCC 230+79.91, 31.45' L
PCC 230+79.12, 30.62' R
C52
C53
C54
C60
C61
C62C63
L30
L31

EL CAJON BOULEVARD

JOHNSON AVENUE
487-321-26
487-312-11
487-312-10
487-323-17
R/W
R/W
R/W
C96
C97
C98
C99
C100
C101 L50 L51 L52
C90 C91
C92
L47
C93
C94
C95
L48
PC 232+54.85, 7.11' R
PCC 232+33.83, 5.15' R
PI 232+33.67, 7.71' L
PI 232+54.67, 7.96' L
PT 231+08.87, 50.63' L
PC 231+13.89, 49.28' L
PT 231+17.41, 50.95' L
PC 231+22.39, 62.08' L
PCC 231+35.92,

81.42' L
PCC 231+37.92,

83.17' L
PT 231+39.16,

85.54' L
PC 231+34.99, 89.87' L
PCC 231+11.11, 61.62' L
PT 231+47.17, 91.65' L
PT 231+42.92, 96.05' L
PT 231+43.09, 97.58' L
PT 231+52.87, 103.69' L
PT 231+77.57, 118.19' L
PT 231+78.73, 116.57' L
PT 231+48.51, 91.56' L
PT 231+39.06, 84.06' L

LOT LINE (TYP)

CENTER CIRCLE

MEDIAN CURB

CENTER CIRCLE FS

CURB LINE K

CURB LINE G
C119
C132
C133
C134C135
C116
C117
C118

DRIVEWAY PORKCHOP ISLAND FS
BEG/END 231+07.16, 55.20' L
PCC 231+33.60, 89.92' L
C112
L49

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C102
L53
C103
L54
C104
C105
C106
C107
L55
C108
C109
C110
LENGTH

5.71'

5.20'

4.24'

12.20'

23.74'

2.66'

1.45'

1.67'

6.01'

1.54'

36.31'

7.53'

LINE/CHORD DIRECTION
S70°35'19"E
N54°54'59"E
N14°28'20"E
N25°58'20"W
N15°08'00"W
N01°14'36"W
N01°46'27"E
N46°10'11"W
S85°55'10"W
S41°46'51"W
S11°37'28"E
S18°29'31"E
R

3.00'

62.75'

25.00'
1250.00'

1.00'

1.00'
112.25'

90.00'
T

4.21 2.56

12.01 1.33

0.72 1.11

0.97 18.31

3.77 DELTA
108°59'24"
80°53'19"
21°40'41"
6°06'05"
0°03'59"
95°49'17"
88°16'42"
18°31'53"
4°47'48"

REMARKS

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CURB LINE K TC GEOMETRIC DATA
CONSTRUCT 6" MEDIAN CURB
TYPE B-1 PER SDRSD G-6
CONSTRUCT 6" MEDIAN CURB
TYPE B-1 PER SDRSD G-6
CONSTRUCT 6" MEDIAN CURB
TYPE B-1 PER SDRSD G-6
CONSTRUCT 6" MEDIAN CURB
TYPE B-1 PER SDRSD G-6
CONSTRUCT 6" MEDIAN CURB
TYPE B-1 PER SDRSD G-6
CONSTRUCT 6" MEDIAN CURB
TYPE B-1 PER SDRSD G-6
CONSTRUCT 6" MEDIAN CURB
TYPE B-1 PER SDRSD G-6
CONSTRUCT 6" MEDIAN CURB
TYPE B-1 PER SDRSD G-6
CONSTRUCT 6" MEDIAN CURB
TYPE B-1 PER SDRSD G-6
CONSTRUCT 6" MEDIAN CURB
TYPE B-1 PER SDRSD G-6
CONSTRUCT 6" MEDIAN CURB
TYPE B-1 PER SDRSD G-6
CONSTRUCT 6" MEDIAN CURB
TYPE B-1 PER SDRSD G-6
X
C111
L56
C112
C113
C114
L57
C115
L58

1.76'

6.12'

1.48'

39.22'

2.97'

28.65'

9.58'

1.95'
S43°39'59"E
N85°55'10"E
N43°33'13"E
N00°17'20"E
N85°33'30"W
S09°29'36"W
S08°07'14"W
S06°44'52"W

1.00'

1.00'
1250.00'

1.00'
200.00'

1.21 0.91

19.61 11.31

4.79 100°49'42"
84°43'54"
1°47'52"
169°53'48"
2°44'44"

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OF SHEETS
SHEET NO.

DRAWING NO.

ENGINEERING DIVISION JOB NO.

APPROVAL

CHECKED BY

DRAWN BY

FIELD BOOK

BYCHANGE

DATE STARTED

INSPECTOR

DATE COMPLETED

CONTRACTOR

CONSTRUCTION RECORD
DATE

AS BUILT

ENGINEER OF WORK
DATE

PLAN REVISION

CITY OF EL CAJON

PUBLIC WORKS DEPARTMENT

DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DATE
58 14619
PW3690

EL CAJON BOULEVARD STREETSCAPE
®
P:\Project\2019.0362.01_El Cajon Transit Connections\CAD\Plans\362.01_IM.dwg Plot: Blanca Soto Date: 3/2/2022 10:07:31 AM

REGISTEREDPROFESSIONALENGINEER

STATE OF CALIFORNIACI VI L
C 84324
ROSS P. DUENAS
22 IMPROVEMENT PLANS
LEGEND:

HMA PAVEMENT

PRECAST CONCRETE PAVER PER HARDSCAPE PLANS
CONCRETE PAVING TYPE 1 PER HARDSCAPE PLANS

LANDSCAPE PER LANDSCAPE PLANS
CONCRETE PAVING TYPE 2 PER HARDSCAPE PLANS
CONCRETE PAVING TYPE 3 PER HARDSCAPE PLANS
PEDVEH

CENTER CIRCLE FS AND CENTER CIRCLE MEDIAN CURB
GEOMETRIC DATA TABLES ON SHEET 20

DRIVEWAY PORKCHOP ISLAND FS GEOMETRIC DATA
TABLE ON SHEET 23
CURB LINE G TC GEOMETRIC DATA TABLE ON SHEET 24
3/20/2022
3/20/2022
05/26/2026
C8

Page 422 of 549 ends

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L1
C1
L2
C2
C3
L3
C4
C5
L4
C6
L5
LENGTH

10.32'

28.06'

20.98'

11.22'

11.21'
450.90'

9.65'

4.66'

67.96'

12.55'

LINE/CHORD DIRECTION
S59°41'41"E
N80°06'33"E
N39°54'47"E
N18°29'31"E
N18°29'11"E
N39°54'07"E
N58°20'13"E
N58°20'13"E
N39°54'07"E
N24°59'28"W
N89°53'03"W
R

20.00'

15.00'

30.00'
T

16.90'

5.88'

5.00'

64.02'
DELTA
80°23'32"
42°50'31"
42°49'51"
36°52'12"
36°52'12"
129°47'09"

REMARKS

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CURB LINE A TC GEOMETRIC DATA
CONSTRUCT 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
X

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L17
C25
C26
C27
C28
C29
C30
L18
C31
C32
L19
C33
C34
L20
C35
L21
C36
L22
LENGTH

11.48'

7.74'

9.92'

34.94'

40.60'

34.60'

9.39'

34.48'

11.36'

11.36'
106.61'

11.27'

67.84'

9.68'

35.36'

9.51'

36.48'

LINE/CHORD DIRECTION
S03°24'08"W
S18°11'15"W
S14°01'55"W
S10°30'57"E
S70°13'29"E
N50°40'45"E
N42°47'36"E
N39°54'07"E
N18°11'57"E
N18°11'57"E
N39°54'07"E
N61°25'38"E
N61°25'38"E
N39°54'07"E
N26°02'12"E
N12°10'18"E
N26°03'30"E
N39°40'50"E
R

15.00'

15.00'
178.50'

21.50'
198.50'

93.00'

15.00'

20.00'

20.00'
T

3.96'

5.15'

17.52'

29.70'

17.35'

4.70'

5.97'

5.92'

4.94'

4.85'
DELTA
29°34'14"
37°52'54"
11°12'50"
108°12'14"
9°59'18"
5°47'00"
43°24'19"
43°24'19"
43°03'02"
43°03'02"
27°43'49"
27°14'49"

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CURB LINE D TC GEOMETRIC DATA
CONSTRUCT 8" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT 8" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT 8" CURB AND GUTTER
TYPE G PER SDRSD G-2
X

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L7
C15
C16
L8
L9
L10
C17
L11
C18
L12
L13
L14
C19
L15
C20
C21
C22
C23
C24
L16
LENGTH

43.34'

40.13'

5.31'

24.10'

38.18'

19.77'

7.07'

42.50'

11.78'

20.80'
369.11'

26.86'

7.06'
130.52'

48.78'

43.26'

31.35'

8.38'

4.50'

1.63'

LINE/CHORD DIRECTION
N50°30'19"W
N04°31'07"W
N63°11'26"E
N84°54'47"E
N39°54'47"E
S84°54'47"W
N27°35'13"W
N39°54'47"E
N62°24'47"E
N84°54'47"E
N39°54'47"E
S84°54'47"W
N27°37'32"W
N39°50'10"E
N51°37'45"E
S75°56'52"E
S26°11'56"E
S01°04'16"E
S06°20'10"W
S02°15'55"E
R

25.00'

7.00'

3.00'

15.00'

3.00'
118.50'

30.50'

98.50'

15.00'

15.00'
T

25.88'

2.79'

7.24'

6.21'

7.23'

24.74'

26.17'

15.81'

4.30'

2.27'
DELTA
91°58'23"
43°26'43"
135°00'00"
45°00'00"
134°55'23"
23°35'09"
81°15'36"
18°14'18"
32°01'02"
17°12'10"

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CONSTRUCT 6" CURB AND GUTTER
TYPE H PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE H PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE H PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE H PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE H PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE H PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE H PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE H PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE H PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE H PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE H PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE G PER SDRSD G-2

CURB LINE B TC GEOMETRIC DATA
X

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C116
C117
C118
C119
C132
C133
C134
C135
LENGTH

2.00'

12.81'

2.10'

3.62'

2.34'

7.21'

2.56'

3.33'

LINE/CHORD DIRECTION
N39°02'31"W
N23°11'15"E
N88°03'59"E
S36°27'12"E
S07°32'58"E
S23°01'35"W
S56°49'24"W
S88°32'17"W
R

1.00'

76.50'

1.00'

22.50'

2.00'

70.50'

2.00'

19.00'
T

1.57 6.42

1.74 1.81

1.32 3.61

1.49 1.67
DELTA
114°52'05"
9°35'27"
120°10'02"
9°12'26"
67°00'54"
5°51'49"
73°27'26"
10°01'40"

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CONSTRUCT MOUNTABLE CURB PER
DETAIL ON SHEET 3

CONSTRUCT MOUNTABLE CURB PER
DETAIL ON SHEET 3
X

DRIVEWAY PORK CHOP ISLAND FS GEOMETRIC DATA

OF SHEETS
SHEET NO.

DRAWING NO.

ENGINEERING DIVISION JOB NO.

APPROVAL

CHECKED BY

DRAWN BY

FIELD BOOK

BYCHANGE

DATE STARTED

INSPECTOR

DATE COMPLETED

CONTRACTOR

CONSTRUCTION RECORD
DATE

AS BUILT

ENGINEER OF WORK
DATE

PLAN REVISION

CITY OF EL CAJON

PUBLIC WORKS DEPARTMENT

DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DATE
58 14619
PW3690

EL CAJON BOULEVARD STREETSCAPE
®
P:\Project\2019.0362.01_El Cajon Transit Connections\CAD\Plans\362.01_IM.dwg Plot: Blanca Soto Date: 2/15/2022 11:10:02 AM

REGISTEREDPROFESSIONALENGINEER

STATE OF CALIFORNIACI VI L
C 84324
ROSS P. DUENAS
23 IMPROVEMENT PLANS
3/20/2022
3/20/2022
05/26/2026
C8

Page 423 of 549 ends

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L32
L33
C64
L34
C65
C66
L35
C67
L36
C68
C69
C70
LENGTH

1.53'

7.40'

11.79'

71.09'

10.27'

1.42'

4.20'

5.16'

4.77'

1.54'

12.32'

68.52'

LINE/CHORD DIRECTION
N39°23'37"E
N84°52'47"E
N62°21'29"E
N39°50'10"E
N42°46'45"E
N05°04'14"E
N35°34'53"W
N42°58'44"W
N50°22'35"W
S85°37'24"W
S44°26'45"W
S43°59'48"W
R

15.00'
100.00'

1.00'

20.00'

1.00'
125.00'
600.00'
T

6.22 5.14

0.86 2.60

0.97 6.16

34.30 DELTA
45°02'37"
5°53'10"
81°18'13"
14°47'43"
88°00'01"
5°38'43"
6°32'36"

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CONSTRUCT MOD 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT MOD 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT MOD 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT MOD 6" MEDIAN CURB AND GUTTER
TYPE B-2 PER SDRSD G-6
CONSTRUCT MOD 6" MEDIAN CURB AND GUTTER
TYPE B-2 PER SDRSD G-6
CONSTRUCT 6" MEDIAN CURB
TYPE B-1 PER SDRSD G-6
CONSTRUCT 6" MEDIAN CURB
TYPE B-1 PER SDRSD G-6
CONSTRUCT 6" MEDIAN CURB
TYPE B-1 PER SDRSD G-6
CONSTRUCT 6" MEDIAN CURB
TYPE B-1 PER SDRSD G-6
CONSTRUCT 6" MEDIAN CURB
TYPE B-1 PER SDRSD G-6
CONSTRUCT MOD 6" MEDIAN CURB AND GUTTER
TYPE B-2 PER SDRSD G-6
CONSTRUCT MOD 6" MEDIAN CURB AND GUTTER
TYPE B-2 PER SDRSD G-6
X

CURB LINE F TC GEOMETRIC DATA
C71
C72
C73
L37
C74
L38
C75
L39
C76
L40

1.60'

12.09'

5.78'

14.69'

4.61'

10.47'

1.59'

4.47'

7.75'

3.09'
N81°30'34"W
S56°01'37"W
S04°15'30"W
S50°58'28"E
N85°00'52"E
N41°00'12"E
N04°41'12"W
N50°22'35"W
N42°58'44"W
N35°34'53"W

1.00'
100.00'

3.00'

1.00'

30.00'

1.03 6.05

4.32 2.90

1.02 3.90
91°51'21"
6°55'42"
110°27'55"
88°01'20"
91°22'48"
14°47'43"

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CONSTRUCT 6" MEDIAN CURB
TYPE B-1 PER SDRSD G-6
CONSTRUCT MOD 6" MEDIAN CURB AND GUTTER
TYPE B-2 PER SDRSD G-6
CONSTRUCT MOD 6" MEDIAN CURB AND GUTTER
TYPE B-2 PER SDRSD G-6
CONSTRUCT MOD 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT MOD 6" MEDIAN CURB AND GUTTER
TYPE B-2 PER SDRSD G-6
CONSTRUCT MOD 6" MEDIAN CURB AND GUTTER
TYPE B-2 PER SDRSD G-6
CONSTRUCT 6" MEDIAN CURB
TYPE B-1 PER SDRSD G-6
CONSTRUCT 6" MEDIAN CURB
TYPE B-1 PER SDRSD G-6
CONSTRUCT 6" MEDIAN CURB
TYPE B-1 PER SDRSD G-6
CONSTRUCT 6" MEDIAN CURB
TYPE B-1 PER SDRSD G-6

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LENGTH LINE/CHORD DIRECTION R T DELTA REMARKS

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C90
C91
C92
L47
C93
C94
C95
L48
LENGTH

4.60'

24.65'

1.53'

9.17'

1.55'

25.79'

5.95'

10.98'

LINE/CHORD DIRECTION
S78°30'13"W
S35°58'37"W
S06°25'41"E
S50°13'57"E
N85°29'59"E
N48°37'09"E
N00°46'55"W
N57°34'13"W
R

3.00'
504.67'

1.00'

1.00'
100.00'

3.00'
T

2.89 12.33

0.96 0.97

12.97 4.58
DELTA
87°51'07"
2°47'54"
87°36'30"
88°32'09"
14°46'29"
113°34'37"

REMARKS

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CURB LINE G TC GEOMETRIC DATA
C96
C97
C98
C99
C100
L49
C101
L50
L51
L52

53.48'

7.80'

13.32'

49.22'

1.59'

8.87'

1.56'

49.08'

21.00'

32.76'
N42°32'18"E
N45°27'51"E
N45°04'49"E
N41°31'49"E
N84°15'07"E
S50°13'57"E
S05°30'51"E
S39°12'14"W
S39°12'14"W
S39°12'14"W
600.00'
600.00'
504.67'
504.67'

1.00'

26.76 3.90

6.66 24.63

1.02 0.99
5°06'26"
0°44'40"
1°30'44"
5°35'16"
91°01'53"
89°26'11"

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CONSTRUCT TYPE B ROLLED CURB
PER SDRSD G-04A
CONSTRUCT 6" MEDIAN CURB
TYPE B-1 PER SDRSD G-6

CONSTRUCT TYPE B ROLLED CURB
PER SDRSD G-04A

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L24
C39
C40
C41
C42
C43
C44
C45
L25
C46
L26
C47
L27
C48
LENGTH

7.47'

14.47'

22.18'

12.52'

78.61'

47.68'

36.66'

50.16'

19.17'

33.72'

88.64'

7.18'

23.95'

11.73'

LINE/CHORD DIRECTION
N88°02'57"W
N53°30'49"W
N21°36'33"W
N14°55'30"W
N24°37'12"E
N28°49'49"E
N16°32'20"E
N35°04'53"E
N39°53'43"E
N41°49'38"E
N43°45'33"E
N64°19'50"E
N84°54'07"E
N62°30'07"E
R

12.00'
241.50'

38.50'

74.50'

52.50'

76.50'
298.50'
500.00'

10.00'

15.00'
T

8.26'

11.10'

6.31'

43.41'

25.63'

18.69'

25.14'

16.87'

3.75'

6.18'
DELTA
69°04'15"
5°15'42"
18°37'46"
60°27'37"
52°02'22"
27°27'24"
9°37'42"
3°51'50"
41°08'33"
44°47'58"

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CURB LINE E TC GEOMETRIC DATA
CONSTRUCT 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT 6" CURB AND GUTTER
TYPE G PER SDRSD G-2
CONSTRUCT 8" CURB AND GUTTER
TYPE H PER SDRSD G-2

OF SHEETS
SHEET NO.

DRAWING NO.

ENGINEERING DIVISION JOB NO.

APPROVAL

CHECKED BY

DRAWN BY

FIELD BOOK

BYCHANGE

DATE STARTED

INSPECTOR

DATE COMPLETED

CONTRACTOR

CONSTRUCTION RECORD
DATE

AS BUILT

ENGINEER OF WORK
DATE

PLAN REVISION

CITY OF EL CAJON

PUBLIC WORKS DEPARTMENT

DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DATE
58 14619
PW3690

EL CAJON BOULEVARD STREETSCAPE
®
P:\Project\2019.0362.01_El Cajon Transit Connections\CAD\Plans\362.01_IM.dwg Plot: Blanca Soto Date: 3/2/2022 1:16:51 PM

REGISTEREDPROFESSIONALENGINEER

STATE OF CALIFORNIACI VI L
C 84324
ROSS P. DUENAS
24 IMPROVEMENT PLANS
3/20/2022
3/20/2022
05/26/2026
C8

Page 424 of 549 ends

440
445
450
455
440
445
450
455
440
445
450
455
440
445
450
455
(445)
(443)
(444)
(446)(447)(448)(449)
445
444
446447448
(445) (443)(444)(446)(447)(448)
24" RCP 13680
(448)
(448)
3/4" HP
1 1/2" HP 13680
18" RCP 13602
4" HP 13680
1 1/2" PVC 13680
24" RCP 13680
18" CMP13602
2" HP 13602
3/4" HP
(451)
(450)
(448)
(447)
(447) (446)
(447)
(446)
(445)
221 222 223 224 225
487-520-13487-520-14487-520-15487-520-16487-520-17
487-520-18
487-532-29
487-532-33
487-532-05 487-532-06 487-532-07 487-532-08
487-532-09
487-532-10 487-532-11
487-531-05
487-500-29
445 443444446
447448
449
448
448 447
445
443
452
PVI 222+56.62, 89.34' R
223+38.33, 33.40' L
TC:447.35
221+18.31, 86.56' R
221+18.32, 25.38' R
221+18.33, 12.40' R
222+34.55, 99.49' R222+34.65, 105.48' R
222+35.60, 12.43' R
222+34.77, 48.81' L
PVI 221+50.55, 91.37' R
TC:447.85
FL:447.35
FL:(447.81)
FL:(449.45)
FL:(448.20)
FS:(450.12)
FS:(452.14)
FS:448.81FS:(452.03)
FS:(449.90)
FS:(448.92)
FS:(448.52)FS:(448.28)
TC:450.05
FS:450.46
FL:449.39
222+29.83,

84.83' R
FS:448.72
222+29.97, 105.55' R
FS:(448.38)

EL CAJON BOULEVARD

34.1'

22.1'

20.2' 20.1'

43.2'
24'

19.9'

31.3'
13'
R/W
R/W
R/W

LOT LINE (TYP)

EL CAJON BOULEVARD CENTERLINE

CURB LINE A

CURB LINE B

CURB LINE H

GRADE BREAK

GRADE BREAK
PI 223+30.20, 30.84' R
TC:448.58
END 222+16.47, 105.76' R
TC:(448.44)
BEG 222+56.69, 99.34' R
TC:(447.65)
BEG 221+45.55, 91.40' R
TC:(450.15)
BEG 222+55.15, 52.25' L
TC:(448.31)
PI 221+83.29, 74.34' R
TC:449.87
446
450
451
(449)
444
449
449
448
447
446
444
448
444

GRADE BREAK
PVI 222+16.32, 100.76' R
FL:447.94
TC:448.61
448

74.1'
225+71.83, 25.90' R
225+58.36, 25.90' R
225+45.47, 25.89' R
225+18.13, 25.89' R
224+91.82, 25.88' R
224+64.98, 25.87' R
224+11.73, 25.86' R
223+85.44, 25.85' R223+36.64, 25.84' R
FS:448.19 FS:447.41
FS:446.85
FS:446.43
222+82.46, 25.82' R 224+38.67, 25.86' R
14'

38.2'
FS:445.94
FS:445.46
FS:444.96
FS:444.27
FS:444.55
FS:444.03
FS:443.77225+69.83, 30.90' R
225+70.03, 48.00' R
FS:443.95
GRADE
BREAK
221+80.44, 71.46' R
FS:449.24
221+72.89, 71.46' R
221+38.55, 71.46' R
221+38.71, 86.47' R
FS:449.83
FS:(449.77)
FS:449.27

GRADE BREAK
221+89.26, 25.38' R
FS:449.59
221+52.84, 71.46' R
FL:(447.04)
450
(450)

13.7'
448
445
445
(445)

14.1'5.1'
PI 223+07.76, 29.40' L
TC:448.00

EXISTING SURFACE

AT CURB LINE B

PROPOSED TC

CURB LINE B

TC LINE AND CURB REFERENCE,

SEE IMPROVEMENT PLANS (TYP)
L7 C15 C16 L8 L9 L10 C17 L11 C18 L12 L13
(3.1%)

1.97%
-1.85%
-1.60%
-2.85%

3.65% -1.40%

1.70% -1.10%
-2.20% 2.26%
-1.10%
TC:449.07
PC/PVI:222+56.38, 56.00' R
TC:448.42
PC:223+28.08, 35.96' R
TC:447.99
PC/PVI:223+72.70, 30.85' R
TC:449.14
PCC:222+82.07, 30.83' R
TC:448.82
PVI:223+03.87, 49.93' R
TC:447.98
PVI:223+42.05, 49.94' R
TC:447.06
PVI:223+98.01, 49.95' R
TC:449.08
PT:222+86.83, 32.88' R
TC:448.58
PT/PVI:223+30.20, 30.84' R
TC:447.65
PT:223+83.30, 35.24' R
TC:449.14
PCC:222+82.07, 30.83' R
BEG PVI:222+56.69, 99.34' R
TC:(447.65)
PVI:222+56.62, 89.34' R
TC:447.85
PVI:224+61.37, 49.97' R
TC:445.89
PVI:225+70.45, 50.00' R
TC:444.14
PVI:223+98.01, 49.95' R
TC:447.06
PVI:223+72.70, 30.85' R
TC:447.99
PVI:222+62.73, 39.18' R
TC:449.38

EXISTING SURFACE

AT CURB LINE A

PROPOSED TC

CURB LINE A
L3L1 C1 L2 C2 C3
(1.0%)
-1.06%
TC:448.00
???

5.81% -0.74%
-1.88%
-2.35% -1.90%
-2.11%
-1.50%
TC:448.00
PCC:223+07.76, 29.40' L
BEG PVI:222+55.15, 52.25' L
TC:(448.31)
PVI:222+56.14, 46.38' L
TC:448.66
PVI:225+79.10, 33.38' L
TC:442.99
PVI:223+52.18, 33.40' L
TC:447.09
PVI:223+94.45, 33.40' L
TC:446.19
PVI:224+65.95, 33.39' L
TC:445.12
TC:448.63
PC:222+56.87, 42.08' L
TC:448.26
PC/PVI:222+97.56, 25.40' L
TC:448.42
PT:222+76.58, 25.41' L
TC:447.74
PT/PVI:223+17.96, 33.40' L

OF SHEETS
SHEET NO.

DRAWING NO.

ENGINEERING DIVISION JOB NO.

APPROVAL

CHECKED BY

DRAWN BY

FIELD BOOK

BYCHANGE

DATE STARTED

INSPECTOR

DATE COMPLETED

CONTRACTOR

CONSTRUCTION RECORD
DATE

AS BUILT

ENGINEER OF WORK
DATE

PLAN REVISION

CITY OF EL CAJON

PUBLIC WORKS DEPARTMENT

DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DATE
58 14619
PW3690

EL CAJON BOULEVARD STREETSCAPE
®
P:\Project\2019.0362.01_El Cajon Transit Connections\CAD\Plans\362.01_HZ.dwg Plot: Blanca Soto Date: 2/15/2022 11:20:58 AM

REGISTEREDPROFESSIONALENGINEER

STATE OF CALIFORNIACI VI L
C 84324
ROSS P. DUENAS
MATCHLINE STA 225+95
SEE SHEET 26
N
0' 20' 40'
SCALE 1" = 20'
25 PLAN AND PROFILE

CURB LINES A AND B TC PROFILES
HORZ: 1" = 20'
VERT: 1" = 4'

RICHFIELD
AVENUE

CHAMBERLAIN
AVENUE
MATCHLINE STA 225+95
SEE SHEET 27
MATCHLINE STA 225+95
SEE SHEET 27
LEGEND:

HMA PAVEMENT

1. VERIFY THE EXISTENCE AND HORIZONTAL/VERTICAL LOCATION OF

ALL UTILITIES WITHIN THE PROJECT AREA THAT MAY CONFLICT WITH THE PROPOSED CONSTRUCTION. VERIFY THAT ANY

UTILITIES SHOWN TO BE RELOCATED BY OTHERS HAVE BEEN
RELOCATED AND NO LONGER IN CONFLICT.

2. SEE IMPROVEMENT PLANS FOR PROPOSED IMPROVEMENTS.

3. SEE STAKING PLANS FOR PROPOSED GEOMETRY AND ADDITIONAL DESIGN INFORMATION.

4. SEE DRAINAGE AND UTILITY PLANS FOR DRAINAGE AND SEWER IMPROVEMENTS.

GENERAL NOTES:

LEGEND:

APPROXIMATE LOCATION OF DRIVEWAY. SEE STAKING SHEETS.

APPROXIMATE LOCATION OF ADA CURB RAMP. SEE STAKING SHEETS.

PRECAST CONCRETE PAVER PER HARDSCAPE PLANS
CONCRETE PAVING TYPE 1 PER HARDSCAPE PLANS

LANDSCAPE PER LANDSCAPE PLANS
CONCRETE PAVING TYPE 2 PER HARDSCAPE PLANS
CONCRETE PAVING TYPE 3 PER HARDSCAPE PLANS
PEDVEH

REFER TO STAKING PLANS FOR

ADDITIONAL TC AND FL DATA
3/20/2022
3/20/2022
05/26/2026
C8

Page 425 of 549 ends

445
450
455
445
450
455
36" CMP 2708
12" ACP PER W.O. 8126
443
(441)
(442)(443)
(440)
(440)
(445)
(441)
(442)
(443)
(444)
(437)
(438)
(439)(440)
10" PVC 13680
8" PVC 13641
8" PVC 13641
8" ACP 13641
6" PVC 13646
8" ACP PER
W.O. 8469
8" ACP PER
W.O. 8469
8" 1095
18" RCP2708
30" CMP 2708
ABANDONED 6" CONC 1095
ABANDONED 4" CIP 13641
30" RCP 13641
8" ACP7666
4" PVC 13680
6" ACP 1071 ABANDONED
(441)
(442)
(436)
(440)
(439)
(441)
(440)
(439)
(439)
24" RCP 13680
(440)
(440)
(441)
(442)
(439)
(441)
(440)
30" RCP 793
6" VCP 2616
ABN 4" CIP 789
4" PVC 13680
1 1/2" PVC 13680
ABN 6" CONC 1095
8" ACP 8469
30" CMP 2708
36" CMP 2708
4" HP 13680
6" H SL49-15-H
1 1/2" HP
3/4" HP
6" H SL49-15-H
4" HP 13680
(440)
(439)
3/4" HP
12" ACP PER
W.O. 8126
(439)
226 227 228 229 230 231 232
13 14
15 487-312-13
487-312-12
487-312-11
487-312-10
487-312-18
487-520-19
487-520-08
487-520-10487-520-11487-520-12
487-532-28 487-532-14 487-532-15 487-532-16 487-532-17 487-532-18 487-323-17
487-321-26
487-520-19
10 11
12 14
15 16
440
440
438
441442
443
438439
440
438442
441
438
437
437
14+45.77, 17.94' L
14+09.60, 29.13' L
231+90.01, 127.91' L
231+79.20, 119.06' L
228+33.23, 108.43' L
PVI 228+09.74, 82.36' L
PVI 229+32.86, 99.93' R
PVI 231+70.18, 137.63' L
PVI 231+82.00, 95.98' L
227+27.52, 25.94' R
228+35.83, 11.17' L228+14.39, 2.18' R
PC/PVI 231+43.40, 7.66' L
PVI 232+64.80, 7.93' R
TC:439.28
FL:440.19
FL:(439.35)
FL:(440.24)
FL:(440.28)
FL:(439.96)
FL:(436.49)
FL:(436.00)
FL:(440.48)
FS:(438.85)
FL:(439.10)
FS:(437.00)
FS:(437.18)
FS:(440.50)
FS:(440.15)
TC:439.90
FL:439.40
TC:440.38
FL:439.88
TC:436.69
FL:436.19
TC:437.39
FL:436.89
FS:441.51
FL:438.29
TC:440.69TC:440.83
FL:440.33
TC:439.62
TC:438.79
487-532-19
FS:(439.64)
228+20.44, 97.59' L

GRADE BREAK

14.5'

20.1'22'

36.5'
13'
18'

18.1'
31'

14.8'
R/W
R/W
R/W
R/W
R/W
R/W
R/W

LOT LINE (TYP)

EL CAJON BOULEVARD CENTERLINE

CURB LINE A

CURB LINE C

CURB LINE D

CURB LINE E

CURB LINE G

CENTER CIRCLE FS

CURB LINE B

CURB LINE F

GRADE BREAK
BEG 228+78.20, 57.13' L
TC:(439.67)
END 231+77.25, 143.44' L
TC:(436.62)
PI 231+99.20, 22.37' L
TC:438.63
PC 227+68.86, 33.37' L
TC:440.78
PC 232+23.01, 20.30' R
TC:438.55
PCC 231+20.57, 38.90' R
TC:439.19
PI 232+56.70, 21.43' R
TC:438.35
PCC 230+04.89, 40.86' L
TC:439.29
PI 227+67.12, 50.05' R
TC:440.61
END 228+06.54, 86.21' L
TC:(439.85)
END 228+30.83, 11.26' L
TC:(440.72)
BEG 228+10.90, 0.24' R
TC:(440.70)
END 229+21.66, 108.93' R
TC:(440.53)
BEG 231+91.23, 102.80' L
TC:(437.10)
BEG 229+90.65, 116.66' R
TC:(440.48)
PT/PVI 229+33.87,

4.95' L
TC:440.11
PI 231+99.20, 22.37' L
TC:438.63
PI 231+99.20, 22.37' L
TC:438.63
437
438
440
440
441442
437438
439
440
438439
228+41.06, 72.32' L
FS:439.60

GRADE BREAK
229+52.86, 106.85' R
FS:440.44
229+34.39, 124.49' R
FS:(440.52)
441
44114'
227+12.39, 25.94' R
227+01.69, 25.93' R
FS:441.63
FS:441.86
FS:442.70
FS:443.15
226+24.03, 25.91' R
226+75.15, 25.93' R

EL CAJON BOULEVARD
225+98.54, 25.91' R
FS:443.64
FS:443.52
225+97.51, 31.06' R
FS:442.21
PVI 231+94.57, 3.65' R
226+49.33,

25.92' R
441
441
440
442
440
440
439
441
438
439
439
439
437
(439)
(440)
PARENT ALIGNMENT: EL CAJON NW TC-2
PROFILE VIEW NAME: PV 006
435
440
445
450
435
440
445
450

PROPOSED TC

CURB LINE C

EXISTING SURFACE

AT CURB LINE C

TC LINE AND CURB REFERENCE,

SEE IMPROVEMENT PLANS (TYP)
C7 C8 C9 C10 C11 C12 C13 C14 L6
TC:439.94
PCC/PVI:229+01.15, 23.03' L
TC:439.70
PCC:229+41.57, 23.75' L
TC:438.92
PCC/PVI:230+65.89, 44.53' L
TC:439.76
PCC:228+82.85, 43.63' L
TC:439.57
PCC:229+61.49, 32.29' L
TC:439.29
PCC:230+04.89, 40.86' L
TC:438.36
PCC:230+95.64, 70.22' L
TC:437.94
PT:231+15.74, 92.90' L
(0.7%)
(-0.7%)-1.19%
-0.60%
-1.40%
-0.79%
-2.06%

0.60%
BEG PVI:228+78.20, 57.13' L
TC:(439.67)
PVI:231+35.91, 109.47' L
TC:437.60
PVI:231+24.51, 100.10' L
TC:437.78
END PVI:231+77.25, 143.44' L
TC:(436.62)
PVI:231+70.18, 137.63' L
TC:436.69

EXISTING SURFACE

AT CURB LINE H PROPOSED TC

CURB LINE H

1.74%
-1.95%
-3.40%
-1.34%
-2.75%
-1.74% -2.68%
TC:449.78
PC:221+81.88, 77.76' R
TC:449.44
PC:222+00.98, 74.36' R
TC:449.87
PT/PVI:221+83.29, 74.34' R
TC:448.93
PT:222+15.96, 88.90' R
(1.6%)
(-4.7%)
L60 L61
C120
L62 C121 L63
BEG PVI:221+45.55, 91.40' R
TC:(450.15)
PVI:221+50.55, 91.37' R
TC:450.05
END PVI:222+16.47, 105.76' R
TC:(448.44)
PVI:221+95.38, 91.10' R
TC:449.45
PVI:221+95.10, 74.35' R
TC:449.54
PVI:222+11.27, 78.45' R
TC:449.24
PVI:222+16.32, 100.76' R
TC:448.61

OF SHEETS
SHEET NO.

DRAWING NO.

ENGINEERING DIVISION JOB NO.

APPROVAL

CHECKED BY

DRAWN BY

FIELD BOOK

BYCHANGE

DATE STARTED

INSPECTOR

DATE COMPLETED

CONTRACTOR

CONSTRUCTION RECORD
DATE

AS BUILT

ENGINEER OF WORK
DATE

PLAN REVISION

CITY OF EL CAJON

PUBLIC WORKS DEPARTMENT

DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DATE
58 14619
PW3690

EL CAJON BOULEVARD STREETSCAPE
®
P:\Project\2019.0362.01_El Cajon Transit Connections\CAD\Plans\362.01_HZ.dwg Plot: Blanca Soto Date: 3/11/2022 1:37:33 PM

REGISTEREDPROFESSIONALENGINEER

STATE OF CALIFORNIACI VI L
C 84324
ROSS P. DUENAS
MATCHLINE STA 225+95
SEE SHEET 25

JOHNSON AVENUE
MATCHLINE STA 232+25
SEE SHEET 28
N
0' 20' 40'
SCALE 1" = 20'
26 PLAN AND PROFILE

SEE LANDSCAPE AND IRRIGATIONPLANS FOR IMPROVEMENTSALONG PALM AVENUE

JOHNSON AVENUECURB LINE C TC PROFILE
HORZ: 1" = 20'
VERT: 1" = 4'
CURB LINE H TC PROFILE (SHEET 25 FOR PLAN VIEW)
HORZ: 1" = 20'
VERT: 1" = 4'
LEGEND:

HMA PAVEMENT

1. VERIFY THE EXISTENCE AND HORIZONTAL/VERTICAL LOCATION OF

ALL UTILITIES WITHIN THE PROJECT AREA THAT MAY CONFLICT WITH THE PROPOSED CONSTRUCTION. VERIFY THAT ANY

UTILITIES SHOWN TO BE RELOCATED BY OTHERS HAVE BEEN
RELOCATED AND NO LONGER IN CONFLICT.

2. SEE IMPROVEMENT PLANS FOR PROPOSED IMPROVEMENTS.

3. SEE STAKING PLANS FOR PROPOSED GEOMETRY AND ADDITIONAL DESIGN INFORMATION.

4. SEE DRAINAGE AND UTILITY PLANS FOR DRAINAGE AND SEWER IMPROVEMENTS.

GENERAL NOTES:

LEGEND:

APPROXIMATE LOCATION OF DRIVEWAY. SEE STAKING SHEETS.

APPROXIMATE LOCATION OF ADA CURB RAMP. SEE STAKING SHEETS.

REFER TO STAKING PLANS FOR

ADDITIONAL TC AND FL DATA

PRECAST CONCRETE PAVER PER HARDSCAPE PLANS
CONCRETE PAVING TYPE 1 PER HARDSCAPE PLANS

LANDSCAPE PER LANDSCAPE PLANS
CONCRETE PAVING TYPE 2 PER HARDSCAPE PLANS
CONCRETE PAVING TYPE 3 PER HARDSCAPE PLANS
PEDVEH
3/20/2022
3/20/2022
05/26/2026
C8

Page 426 of 549 ends

440
445
450
455
440
445
450
455
435
440
445
450
435
440
445
450
440
445
450
455
440
445
450
455
440
445
450
455
440
445
450
455

PROPOSED TC

CURB LINE E

EXISTING SURFACE

AT CURB LINE E

TC LINE AND CURB REFERENCE,

SEE IMPROVEMENT PLANS (TYP)

0.70% -0.60%
-3.12%
-0.60%
BEG PVI:229+90.65, 116.66' R
TC:(440.48)
PVI:229+85.02, 109.19' R
TC:440.54
???
TC:439.19
L24
C39 C40 C41 C42 C43 C44 C45 L25
C46
TC:440.53
PC:229+86.06, 110.76' R
TC:438.55
PC:232+23.01, 20.30' R
TC:439.94
PCC:230+03.00, 67.51' R
TC:438.97
PCC:231+53.91, 24.51' R
TC:440.15
PCC:229+85.25, 97.18' R
TC:440.02
PCC:229+95.82, 77.70' R
TC:439.47
PCC:230+75.37, 47.74' R
TC:439.19
PCC:231+20.57, 38.90' R
TC:438.66
PT:232+03.83, 20.30' R
(-5.3%)

EXISTING SURFACE

AT CURB LINE D

PROPOSED TC

CURB LINE D
-0.95%

2.48%

1.20%1.95%

2.20%
BEG PVI:231+91.23, 102.80' L
TC:(437.10)
PVI:231+82.00, 95.97' L
TC:437.39
L17 C25 C26 C27 C28 C29 C30 L18
TC:437.73
PCC/PVI:231+66.12, 88.89' L
TC:438.15
PCC/PVI:231+43.90, 62.01' L
TC:438.72
PCC:231+89.83, 22.84' L
TC:437.54
PCC:231+74.89, 93.14' L
TC:438.63
PT:231+99.20, 22.37' L
(1.4%)
PVI STA:231+55.88, 29.31' L

10.00' VC
PVI EL:439.04
A:3.15%

PROPOSED TC

CURB LINE A

EXISTING SURFACE

AT CURB LINE A

TC LINE AND CURB REFERENCE,

SEE IMPROVEMENT PLANS (TYP)
L3 C4 C5
L4
C6 L5
(-1.1%)
TC:440.78
PC/PVI:227+68.86, 33.37' L
TC:440.62
PC:227+91.51, 27.37' L
-1.06%
-1.33%
-1.45%
-1.10% -1.00%
-0.65%
-0.65%
-0.95%
PVI:226+11.07, 33.38' L
TC:442.65
PVI:226+87.29, 33.38' L
TC:441.63
PVI:227+27.80, 33.37' L
TC:441.19
PVI:228+11.01, 34.57' L
TC:440.48
PVI:228+20.97, 51.69' L
TC:440.35
END PVI:228+06.54, 86.21' L
TC:(439.85)
TC:440.71
PCC:227+77.86, 30.37' L
TC:440.65
PT:227+86.86, 27.37' L
TC:439.97
PT:228+14.57, 76.56' L

EXISTING SURFACE

AT CURB LINE B

PROPOSED TC

CURB LINE B
L13 L14 C19 L15 C20 C21 C22 C23
C24
L16
(0.3%)
PVI:229+21.54, 32.98' R
TC:440.16
END PVI:229+21.66, 108.93' R
TC:(440.53)
PVI:226+14.34, 50.01' R
TC:443.66
PVI:227+03.36, 50.03' R
TC:441.44
PVI:226+73.35, 50.03' R
TC:441.92
TC:441.38
PC:227+48.13, 31.05' R
TC:440.51
PC:228+80.77, 25.79' R
TC:440.61
PVI:227+67.12, 50.05' R
TC:441.59
PT/PVI:227+50.25, 25.93' R
TC:440.51
PT:229+22.87, 107.84' R

2.89% -0.83%

0.77% -0.55%

1.00%
-1.60%
-1.30%
-2.96%
TC:440.22
PCC:229+28.19, 35.64' R
TC:440.55
PCC/PVI:229+45.51, 71.39' R
TC:440.38
PCC/PVI:229+32.86, 99.93' R
TC:440.46
PCC:229+26.61, 105.36' R

OF SHEETS
SHEET NO.

DRAWING NO.

ENGINEERING DIVISION JOB NO.

APPROVAL

CHECKED BY

DRAWN BY

FIELD BOOK

BYCHANGE

DATE STARTED

INSPECTOR

DATE COMPLETED

CONTRACTOR

CONSTRUCTION RECORD
DATE

AS BUILT

ENGINEER OF WORK
DATE

PLAN REVISION

CITY OF EL CAJON

PUBLIC WORKS DEPARTMENT

DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DATE
58 14619
PW3690

EL CAJON BOULEVARD STREETSCAPE
®
P:\Project\2019.0362.01_El Cajon Transit Connections\CAD\Plans\362.01_HZ.dwg Plot: Blanca Soto Date: 2/16/2022 1:06:46 PM

REGISTEREDPROFESSIONALENGINEER

STATE OF CALIFORNIACI VI L
C 84324
ROSS P. DUENAS

CURB LINES A AND B TC PROFILE
HORZ: 1" = 20'
VERT: 1" = 4'
27 PLAN AND PROFILE

CURB LINES D AND E TC PROFILE
HORZ: 1" = 20'
VERT: 1" = 4'
MATCHLINE STA 225+95
SEE SHEET 25
MATCHLINE STA 232+25
SEE SHEET 28
MATCHLINE STA 225+95
SEE SHEET 25
MATCHLINE STA 232+25
SEE SHEET 28
LEGEND:

APPROXIMATE LOCATION OF DRIVEWAY. SEE STAKING SHEETS.

APPROXIMATE LOCATION OF ADA CURB RAMP. SEE STAKING SHEETS.

REFER TO STAKING PLANS FOR

ADDITIONAL TC AND FL DATA
3/20/2022
3/20/2022
05/26/2026
C8

Page 427 of 549 ends

36" CMP 2708
1" 13680
12" ACP PER
W.O. 8126
8" CONC 1095
6" CONC ABN 1095
(436) (435) (434)
(437)
(436)
(438)
(437)
(434)
1 1/2" PVC 13680
3/4" HP
10" PVC 13680
18" CMP 2708
3/4" HP
4" HP 13680
(438)
(437) (436)
(435) (434)
(437)
233 234 235 236 237
487-323-26
487-323-24
487-321-26
487-321-25 487-321-24
487-321-02
435
436
437
438
438
438
436
437
PVI 233+68.47, 47.25' R
235+35.43, 22.55' L
235+35.46, 35.22' L
234+95.46, 35.22' L
234+00.32, 46.65' R
234+00.35, 11.23' R
PVI 232+64.67, 8.08' L
234+99.38, 22.55' L
235+24.82, 22.55' L
235+35.39, 8.38' L
PVI 232+64.80, 7.93' R
FL:(436.49)
FL:(433.35)
FL:(437.69)
FL:(435.55)
FS:(434.50)
FL:433.55
TC:434.22
TC:436.26
FL:435.76
FS:(434.33)
FS:(434.01)
FS:434.18
FS:(436.07)
FS:(435.39)
TC:438.42
FL:438.29
FL:437.92
FS:434.47
FS:434.41
TC:438.79

EL CAJON BOULEVARD

LEXINGTON AVENUE

14.1'38.7' 22.8'

22.3'
14'

9.9'

14.1'
R/W
R/W

LOT LINE (TYP)

LOT LINE
(TYP)

EL CAJON BOULEVARD CENTERLINE

CURB LINE D
CURB
LINE G

GRADE BREAK

CURB LINE E
PI 232+54.29, 30.57' L
TC:437.96
PI 232+56.70, 21.43' R
TC:438.35
END 232+87.42, 8.36' L
TC:(437.99)
BEG 233+08.26, 9.58' R
TC:(437.93)
END 233+79.03, 51.64' R
TC:(436.18)
438
437
437
437
436
FL:(437.65)
438
END 235+35.46, 43.62' L
TC:(433.95)
434
234+75.56, 22.40' L
FS:434.75
437

12.7'

8.4'
435
437
(435)
PVI 234+98.98, 43.48' L
PVI 235+20.46, 43.56' L
TC:434.52
FL:433.85
PVI 234+89.83, 41.23' L
TC:434.63
FL:434.13
435
440
445
450
435
440
445
450

EXISTING SURFACE

AT CURB LINE E

PROPOSED TC

CURB LINE E
-0.70%
-2.41%
-7.40%
-0.60% -1.05%
END PVI:233+79.03, 51.64' R
TC:(436.18)
PVI:233+59.49, 38.26' R
TC:437.20
PVI:233+07.19, 24.84' R
TC:438.04
TC:437.64
PC/PVI:233+45.14, 27.40' R
TC:436.26
PC/PVI:233+68.47, 47.25' R
TC:438.35
PT:232+56.70, 21.43' R
TC:437.47
PT:233+51.54, 30.31' R
C46 L26 C47 L27 C48
(-1.7%)
435
440
445
450
435
440
445
450

EXISTING SURFACE

AT CURB LINE D

PROPOSED TC

CURB LINE D

TC LINE AND CURB REFERENCE,

SEE IMPROVEMENT PLANS (TYP)
-0.50%
-1.50%
-1.65%
-1.55%
-1.25%
-1.15%
-1.41% -1.77%
PVI:234+80.55, 36.35' L
TC:434.75
PVI:234+27.05, 22.48' L
TC:435.54
PVI:234+62.84, 27.04' L
TC:435.08
???
TC:434.52
???
TC:434.22
???
TC:433.95
TC:438.30
PC/PVI:232+33.68, 22.37' L
TC:436.36
PC/PVI:233+60.90, 30.56' L
TC:435.26
PC:234+49.22, 22.48' L
TC:434.63
PC:234+89.83, 41.23' L
TC:438.13
PCC:232+43.99, 26.47' L
TC:436.30
PCC:233+71.14, 26.52' L
TC:437.96
PT:232+54.29, 30.57' L
TC:436.25
PT/PVI:233+81.38, 22.48' L
TC:435.14
PT:234+58.52, 24.77' L
TC:434.52
PT/PVI:234+98.98, 43.48' L
L18
C31 C32 L19 C33 C34 L20 C35 L21 C36 L22
(-1.6%)
PVI:234+80.55, 36.35' L
TC:434.75
PVI:235+20.46, 43.56' L
TC:434.22
END PVI:235+35.46, 43.62' L
TC:(433.95)

OF SHEETS
SHEET NO.

DRAWING NO.

ENGINEERING DIVISION JOB NO.

APPROVAL

CHECKED BY

DRAWN BY

FIELD BOOK

BYCHANGE

DATE STARTED

INSPECTOR

DATE COMPLETED

CONTRACTOR

CONSTRUCTION RECORD
DATE

AS BUILT

ENGINEER OF WORK
DATE

PLAN REVISION

CITY OF EL CAJON

PUBLIC WORKS DEPARTMENT

DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DATE
58 14619
PW3690

EL CAJON BOULEVARD STREETSCAPE
®
P:\Project\2019.0362.01_El Cajon Transit Connections\CAD\Plans\362.01_HZ.dwg Plot: Blanca Soto Date: 2/15/2022 11:27:01 AM

REGISTEREDPROFESSIONALENGINEER

STATE OF CALIFORNIACI VI L
C 84324
ROSS P. DUENAS
MATCHLINE STA 232+25
SEE SHEET 26
N
0' 20' 40'
SCALE 1" = 20'

CURB LINES D AND E TC PROFILE
HORZ: 1" = 20'
VERT: 1" = 4'
28 PLAN AND PROFILE
MATCHLINE STA 232+25
SEE SHEET 27
MATCHLINE STA 232+25
SEE SHEET 27
LEGEND:

HMA PAVEMENT

1. VERIFY THE EXISTENCE AND HORIZONTAL/VERTICAL LOCATION OF

ALL UTILITIES WITHIN THE PROJECT AREA THAT MAY CONFLICT WITH THE PROPOSED CONSTRUCTION. VERIFY THAT ANY

UTILITIES SHOWN TO BE RELOCATED BY OTHERS HAVE BEEN
RELOCATED AND NO LONGER IN CONFLICT.

2. SEE IMPROVEMENT PLANS FOR PROPOSED IMPROVEMENTS.

3. SEE STAKING PLANS FOR PROPOSED GEOMETRY AND ADDITIONAL DESIGN INFORMATION.

4. SEE DRAINAGE AND UTILITY PLANS FOR DRAINAGE AND SEWER IMPROVEMENTS.

GENERAL NOTES:

LEGEND:

APPROXIMATE LOCATION OF DRIVEWAY. SEE STAKING SHEETS.

REFER TO STAKING PLANS FOR

ADDITIONAL TC AND FL DATA

PRECAST CONCRETE PAVER PER HARDSCAPE PLANS
CONCRETE PAVING TYPE 1 PER HARDSCAPE PLANS

LANDSCAPE PER LANDSCAPE PLANS
CONCRETE PAVING TYPE 2 PER HARDSCAPE PLANS
CONCRETE PAVING TYPE 3 PER HARDSCAPE PLANS
PEDVEH
3/20/2022
3/20/2022
05/26/2026
C8

Page 428 of 549 ends

440
445
450
440
445
450
455 455
435
440
445
450
435
440
445
450

EXISTING SURFACE

AT CURB LINE G

PROPOSED TC

CURB LINE G

ADA PASSAGE WAY REFER TO STAKING

PLANS FOR ADDITIONAL TC AND FL DATA

ADA PASSAGE WAY REFER TO STAKING

PLANS FOR ADDITIONAL TC AND FL DATA
-1.90%

0.70%

0.91% -0.97%

1.98%
BEG PVI:233+08.26, 9.58' R
TC:(437.93)
END PVI:232+87.42, 8.36' L
TC:(437.99)
PVI:231+84.65, 3.75' R
TC:439.35
PVI:232+64.66, 8.08' L
TC:438.42
PVI:232+64.81, 7.94' R
TC:438.79
TC:439.62
PC/PVI:231+43.40, 7.66' L
TC:439.73
PT/PVI:231+44.83, 3.23' R
TC:439.28
PT:231+76.17, 7.01' L
C96 98 C99 C91
C90
L48
C95
C94 L50 L51 L52
(1.3%) (-1.4%)
TC:438.92
PCC:232+47.09, 6.36' R
TC:439.68
PCC:231+48.08, 5.82' R
TC:439.56
PCC:231+47.21, 10.93' L

EXISTING SURFACE

AT CURB LINE F

PROPOSED TC

CURB LINE F
(-0.6%)

TC LINE AND CURB REFERENCE,

SEE IMPROVEMENT PLANS (TYP)

ADA PASSAGE WAY REFER TO STAKING

PLANS FOR ADDITIONAL TC AND FL DATAADA PASSAGE WAY REFER TO STAKING

PLANS FOR ADDITIONAL TC AND FL DATA
-0.20% 0.60%

3.00%
-0.95%
-2.19%
-1.78%
BEG PVI:228+10.90, 0.24' R
TC:(440.70)
END PVI:228+30.83, 11.26' L
TC:(440.72)
TC:440.97
PC:228+17.67, 5.46' R
TC:440.64
PC/PVI:228+99.39, 9.77' R
TC:440.19
PC:229+36.81, 2.00' L
TC:440.23
PC:229+12.76, 5.36' L
TC:440.58
PCC/PVI:229+33.03, 15.56' R
TC:440.31
PCC:228+99.14, 6.37' L
TC:440.75
PI:228+12.44, 0.23' R
TC:441.32
PT/PVI:228+28.29, 9.85' R
TC:440.45
PT/PVI:229+37.03, 12.69' R
TC:440.11
PT/PVI:229+33.87, 4.95' L
L33 C64 C73 L37
C74
C70C65 C72 L38 C69L34
L32
(0.6%)
435
440
445
450
435
440
445
450

EXISTING SURFACE AT

CENTER CIRCLE FS
PROPOSED CENTER CIRCLE FS 2.93% -1.40%
C49 C50 C51 C52 C53 C54

USE VIEW LABEL
TC:440.57

USE VIEW LABEL
TC:439.44

USE VIEW LABEL
TC:439.93
???
FS:439.28
???
FS:439.42
PVI STA:229+83.88, 23.60' L

40.00' VC
PVI EL:439.39
A:1.40%
PVI STA:231+04.99, 33.95' L

40.00' VC
PVI EL:438.78
A:2.96%
PVI STA:231+01.80, 29.56' R

40.00' VC
PVI EL:439.11
A:3.20%
PVI STA:230+00.18, 44.42' R

20.00' VC
PVI EL:439.83
A:4.14%
-1.88%
-0.48%

1.54% 0.28%
-0.41%
PVI STA:229+71.43, 39.98' R

40.00' VC
PVI EL:440.95
A:5.61%
PVI STA:231+23.87, 1.20' L

40.00' VC
PVI EL:439.78
A:4.14%
PVI STA:230+54.44, 27.19' R

50.00' VC
PVI EL:439.86
A:1.26%
???
FS:440.20
???
FS:439.28
???
FS:439.47
PVI230+24.97, 32.62' R
FS:439.94
PVI230+24.98, 32.61' R
FS:439.94
???
FS:440.57
???
FS:439.44
???
FS:439.93
???
FS:439.77
???
FS:438.88
EVC:229+60.53, 28.54' R
EVC/BVC:229+90.31, 45.74' R
BVC:229+64.30, 12.28' L
BVC:230+85.52, 34.51' L
EVC/BVC:231+19.28, 20.39' L
EVC:230+82.16, 31.36' R
BVC/PCC:230+79.12, 30.62' R
EVC:230+29.82, 30.97' R
EVC/BVC:231+17.35, 17.42' R
FS:438.98
PCC:231+08.78, 31.79' L
FS:439.87
BVC/PCC:230+09.29, 40.37' R
FS:439.29
EVC/PCC:230+03.53, 21.81' L
FS:438.91
PCC:230+79.91, 31.45' L

OF SHEETS
SHEET NO.

DRAWING NO.

ENGINEERING DIVISION JOB NO.

APPROVAL

CHECKED BY

DRAWN BY

FIELD BOOK

BYCHANGE

DATE STARTED

INSPECTOR

DATE COMPLETED

CONTRACTOR

CONSTRUCTION RECORD
DATE

AS BUILT

ENGINEER OF WORK
DATE

PLAN REVISION

CITY OF EL CAJON

PUBLIC WORKS DEPARTMENT

DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DATE
58 14619
PW3690

EL CAJON BOULEVARD STREETSCAPE
®
P:\Project\2019.0362.01_El Cajon Transit Connections\CAD\Plans\362.01_HZ.dwg Plot: Blanca Soto Date: 2/15/2022 2:10:56 PM

REGISTEREDPROFESSIONALENGINEER

STATE OF CALIFORNIACI VI L
C 84324
ROSS P. DUENAS
29 PLAN AND PROFILE

CURB LINES F AND G TC PROFILES AND CENTER CIRCLE FS PROFILE HORZ: 1" = 20'
VERT: 1" = 4'
LEGEND:

APPROXIMATE LOCATION OF ADA CURB RAMP. SEE STAKING SHEETS.

REFER TO STAKING PLANS FOR

ADDITIONAL TC AND FL DATA
APPROXIMATE LOCATION OF DRIVEWAY. SEE STAKING SHEETS.
3/20/2022
3/20/2022
05/26/2026
C8

Page 429 of 549 ends

222 223 224
24" RCP 13680
3/4" HP
1 1/2" HP 13680
18" RCP 13680
4" HP 13680
18" CMP13602
2" HP 13602
(449)
(450)
(451)
(447)
(448)
(449)
(450)
(447)
(448)
(448)
(447)
(449)
(448)
(448)
1 1/2" PVC 13680
(447)
(447)
(448)
(446)
(448)
(449)
(448)
(450)
(451)
(449)
(448) (447)
(446)
(446)(447)
(449)
(448)
(448)
(446)
447
448
448
(448)
(448)
(447)
(452)
(446)
487-520-16487-520-17487-520-18
487-532-29
487-532-33
487-532-05
487-531-05
487-500-29
R/W
R/W
R/W
R/W

LOT LINE (TYP)

EL CAJON BOULEVARD CENTERLINE

EL CAJON BOULEVARD

CHAMBERLAIN STREET

RICHFIELD AVENUE
R/W

EL CAJON BOULEVARD

GRADE BREAK
449
450
451
452 451
446
447
448
446

6.1'

15.8'
6'4.5'
6'

15.1'

1.6'
6'4.5'

6.6'
2'

8.7'

5.6'
450
448 447
450
450
447
448
449
449
449

EL CAJON BOULEVARD
448

GRADE BREAK

FL / GRADE

BREAK (TYP)

1.3'

FL / GRADE

BREAK (TYP)

GRADE BREAK

1.5'
TC:448.28
TC:448.09 TC:447.07 TC:446.71
END TC:448.22
END TC:448.04 END TC:447.04
END TC:446.66
222+96.55, 60.43' R
FS:447.78
221+89.32, 51.57' R
TC:450.17
221+92.31, 54.48' R
TC:450.02
221+88.77, 33.57' R
TC:450.73
221+91.77, 30.48' R
TC:450.76
221+94.79, 30.48' R
TC:450.69
222+13.28, 42.85' R
TC:450.02
222+05.91, 33.86' R
TC:450.38
222+14.82, 51.20' R
TC:449.91
222+14.85, 52.42' R
TC:449.86
221+99.32, 54.48' R
TC:449.90
222+01.05, 50.98' R
TC:449.98
222+10.08, 44.29' R
TC:450.03
222+07.60, 54.48' R
TC:449.81
222+12.85, 54.48' R
TC:449.73
222+11.29, 50.23' R
TC:449.98
222+08.57, 50.98' R
TC:449.96
221+73.70, 100.86' R
FS:449.87
221+79.70, 100.83' R
FS:449.77
221+65.55, 91.28' R
TC:449.85
221+73.66, 91.23' R
TC/FS:449.09
221+79.70, 91.19' R
TC/FS:449.01
221+86.38, 91.15' R
TC:449.57
222+01.02, 106.26' R
FS:449.10
222+00.36, 88.91' R
FS:449.26
222+06.32, 75.35' R
TC/FS:448.68
222+11.27, 78.46' R
TC:449.24
222+00.37,

82.65' R
TC/FS:449.21
222+06.37, 82.65' R
FS:449.10
222+16.47, 105.76' R
TC:(448.44)
222+34.65, 105.48' R
FS:(448.28)
222+34.55, 99.49' R
FS:(448.52)
222+56.69, 99.34' R
TC:(447.65)
222+66.91, 85.03' R
FS:447.96
222+56.38, 56.00' R
TC:449.07
222+75.59, 41.62' R
FS:449.13
222+69.59, 41.62' R
TC/FS:449.16
222+66.85, 44.25' R
TC/FS:449.14
222+75.59, 31.50' R
TC/FS:448.72
222+81.21, 30.82' R
TC:449.15
222+56.14, 46.38' L
TC/FS:448.16
222+57.27, 40.21' L
TC/FS:448.12
222+74.41, 25.53' L
TC/FS:447.94
222+68.35, 27.18' L
TC/FS:447.99
222+55.15, 52.25' L
TC:(448.31)
222+61.92, 31.81' L
TC:448.54
222+80.28, 25.41' L
TC:448.38
223+19.14, 33.40' L
TC:447.31
223+34.33, 33.40' L
TC:447.02
223+38.33, 33.40' L
TC:447.35
223+14.93, 33.09' L
TC:447.81
223+19.15, 53.55' L
FS:(447.67)
223+34.34, 53.55' L
FS:(447.40)
222+64.01, 45.60' L
FS:448.66
222+63.45, 39.62' L
FS:448.58
222+68.10, 35.25' L
FS:448.51
222+74.10, 35.44' L
FS:448.50
222+06.70, 53.04' R
TC:449.93
222+81.79, 47.40' L
FS:448.27
222+88.47, 46.16' L
FS:448.12
223+09.14, 46.15' L
FS:447.82
223+19.14, 47.40' L
FS:447.60
223+34.33, 47.40' L
FS:447.32
223+40.37, 46.15' L
FS:447.22
223+59.04, 46.14' L
FS:446.89
223+59.03, 35.40' L
FS:447.00
223+40.36, 35.40' L
FS:447.29
223+34.33, 39.40' L
FS:447.46
223+19.14, 39.40' L
FS:447.75
223+09.14, 35.40' L
FS:447.92
222+88.47, 35.40' L
FS:448.22
223+79.75, 33.40' L
TC:446.50
223+75.75, 33.40' L
TC:446.18
223+65.03, 33.40' L
TC:446.41
223+61.03, 33.40' L
TC:446.90
223+65.03, 39.40' L
FS:446.84
223+75.75, 39.40' L
FS:446.61
223+65.04, 47.40' L
FS:446.71
223+75.75, 47.40' L
FS:446.47
223+65.04, 53.55' L
FS:(446.79)
223+92.38, 35.40' L
FS:446.19
223+92.38, 46.14' L
FS:446.08
222+62.24, 93.85' R
FS:447.84
222+93.36, 92.42' R
FS:447.73
222+93.67, 102.50' R
FS:(447.88)
222+82.70, 74.01' R
FS:448.10
223+27.54, 84.08' R
TC/FS:447.36
223+37.04, 85.45' R
FS:447.23
223+37.05, 55.94' R
FS:448.18
223+07.04, 55.93' R
FS:448.84
223+43.05, 55.94' R
FS:448.09
223+43.04, 85.11' R
FS:447.13
224+01.18, 55.95' R
FS:447.09
223+79.87, 81.20' R
TC/FS:446.46
223+79.87, 60.45' R
FS:446.57
223+27.55, 60.44' R
FS:447.59
222+96.55, 76.05' R
TC/FS:447.60
222+64.64, 53.55' L
FS:(448.42)
222+61.72, 53.44' L
FS:(448.42)
224+13.88, 35.39' L
FS:445.95
224+13.88, 46.13' L
FS:445.84
224+17.37, 78.95' R
TC/FS:446.02
224+17.37, 60.46' R
FS:446.21
221+45.55, 91.40' R
TC:(450.15)
222+11.04, 106.09' R
FS:448.62
221+45.52, 86.44' R
FS:(449.65)
221+18.31, 86.56' R
FS:(450.12)
221+18.33, 12.40' R
FS:(452.03)
222+35.60, 12.43' R
FS:(449.90)
222+34.77, 48.81' L
FS:(448.92)
223+49.11, 30.84' R
TC:447.92 223+64.58, 30.85' R
TC:447.70
223+45.24, 30.84' R
TC:448.37 223+68.58, 30.85' R
TC:448.05
223+65.00, 36.85' R
FS:448.12
223+49.58, 36.84' R
FS:448.47
223+68.18, 81.90' R
FS:446.71223+53.21, 82.80' R
FS:447.02
221+45.61, 101.53' R
FS:(450.34)
223+69.43, 99.67' R
FS:(446.94)
223+54.62, 100.55' R
FS:(447.35)
222+59.55, 34.94' L
TC:448.57
223+36.64, 25.84' R
FS:448.19 223+85.44, 25.85' R
FS:447.41
224+11.75, 25.86' R
FS:446.85
223+27.54, 85.63' R
TC/FS:447.38
222+96.55, 77.60' R
TC/FS:447.61
223+43.04, 83.45' R
FS:447.10
223+37.04, 83.77' R
FS:447.20 223+79.87, 83.05' R
TC/FS:446.49
224+17.37, 80.54' R
TC/FS:446.05
222+88.47, 47.40' L
FS:448.13
223+92.38, 47.40' L
FS:446.10
224+13.88, 47.39' L
FS:445.86
221+38.71, 86.47' R
FS:(449.77)
221+38.55, 71.46' R
FS:449.83
221+80.44, 71.46' R
FS:449.24
222+00.32, 75.88' R
FS:448.81
222+75.59, 34.28' R
FS:448.76
223+68.30, 83.70' R
FS:446.73
223+53.35, 84.53' R
FS:447.05
222+58.34, 46.13' L
FS:448.20
222+74.34, 27.87' L
FS:447.97
222+59.72, 50.25' R
FS:448.71
223+40.37, 47.40' L
FS:447.23
223+59.04, 47.40' L
FS:446.90
221+69.57, 101.03' R
FS:(449.96)
221+69.60, 106.89' R
FS:(449.92)
221+73.79, 106.84' R
FS:(449.84)
221+79.80, 106.49' R
FS:(449.77)
222+10.64, 90.70' R
FS:448.97
222+11.25, 111.65' R
FS:(448.39)
222+10.90, 100.16' R
FS:448.72
222+00.31, 74.36' R
FS:448.79
222+69.59, 33.78' R
FS:448.79
222+59.23, 44.25' R
FS:448.78
222+56.84, 51.05' R
TC:449.15
222+82.46, 25.82' R
FS:448.81
221+18.32, 25.38' R
FS:(452.14)
221+89.26, 25.38' R
FS:450.46
221+72.89, 71.46' R
FS:449.27
221+91.75,
106.46' R
FS:449.55
223+03.87, 49.93' R
TC:448.82
222+82.71, 50.25' R
FS:448.91
222+66.85, 50.25' R
TC/FS:449.07
222+62.34, 119.06' R
FS:(447.12)
222+62.28, 110.74' R
FS:(447.55)
222+62.25, 99.08' R
FS:447.73
222+62.26, 103.66' R
FS:447.60
223+28.66, 85.92' R
FS:447.37
223+43.05, 49.94' R
FS:448.00
223+98.01, 49.95' R
TC:447.06
223+19.14, 46.15' L
FL:447.58
223+09.14, 47.40' L
FS:447.83
223+34.33, 46.15' L
FL:447.30
223+75.75, 53.55' L
FS:(446.55)
223+75.75, 46.14' L
FL:446.46
223+65.04, 46.14' L
FL:446.70
222+29.83, 84.83' R
FS:448.72
222+29.97, 105.55' R
FS:(448.38)
222+96.55, 65.43' R
FS:447.72
223+27.55, 65.44' R
FS:447.54
223+79.87, 65.55' R
FS:446.54
224+17.37, 65.56' R
FS:446.16
FL:(448.20)
FL:448.07
FL:448.04
FL:447.89
FL:(447.04)
222+56.62, 89.34' R
TC:447.85
FL:447.35
449
448
222+72.47, 117.52' R
FS:(447.67)
222+71.75, 103.29' R
FS:(447.95)
223+26.12, 102.19' R
FS:(447.63)
224+10.16, 96.70' R
FS:(446.26)
1" CURB
1" CURB
1" CURB
1" CURB
1" CURB
1" CURB
447
449
449
224+16.11, 91.88' R
FS:(446.25)
222+06.41, 90.81' R
FS:449.16
448
448
447
449
221+52.84, 71.46' R
FS:449.59
221+71.68, 98.54' R
FS:449.91
222+57.27, 110.77' R
FS:(447.33)
223+50.67, 49.94' R
FS:448.05
448
449

OF SHEETS
SHEET NO.

DRAWING NO.

ENGINEERING DIVISION JOB NO.

APPROVAL

CHECKED BY

DRAWN BY

FIELD BOOK

BYCHANGE

DATE STARTED

INSPECTOR

DATE COMPLETED

CONTRACTOR

CONSTRUCTION RECORD
DATE

AS BUILT

ENGINEER OF WORK
DATE

PLAN REVISION

CITY OF EL CAJON

PUBLIC WORKS DEPARTMENT

DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DATE
58 14619
PW3690

EL CAJON BOULEVARD STREETSCAPE
®
P:\Project\2019.0362.01_El Cajon Transit Connections\CAD\Plans\362.01_STAK.dwg Plot: Blanca Soto Date: 2/15/2022 11:29:49 AM

REGISTEREDPROFESSIONALENGINEER

STATE OF CALIFORNIACI VI L
C 84324
ROSS P. DUENAS
N
0' 10' 20'
SCALE 1" = 10'
30 STAKING PLANS
P:\Project\2019.0362.01_El Cajon Transit Connections\CAD\Plans\362.01_STAK.dwg Plot: Blanca Soto Date: 2/15/2022 11:29:49 AM MATCHLINE STA 224+20
SEE SHEET 31
3/20/2022
3/20/2022
05/26/2026
C8

Page 430 of 549 ends

225 226 227
4" PVC 13680
24" RCP 13680
1 1/2" PVC 13680
3/4" HP
1 1/2" PVC 13680
24" RCP 13680
(444)
(443)
(444)
(445)
(446)
(445)
(446)
(443) (442)
(441)
(442)
(442)(443)(444)
(445)(446)
(446)
(445) (444) (443) (442)
(441)
(442)
(442)(443)
(443)
(444)
(445)(446)
(445)
(445)
446
(441)
(441)
(444)
(441)
(445)
487-520-10487-520-11
487-520-12
487-520-13487-520-14487-520-15
487-532-06
487-532-07 487-532-08 487-532-09
487-532-10 487-532-11 487-532-28 487-532-14 487-532-15
R/W

LOT LINE (TYP)

EL CAJON BLVD CENTERLINE
R/W

EL CAJON BOULEVARD

GRADE BREAK
445
444 443
442
441
442443444
446 445
444
444
445
444
443
443
442

6.6'

1.3'
2'

5.7'
6'
6'4.5' 6'
6'4.5'

13.7'
445
446
444
443
442
442
443
445
FS:442.95
TOP OF STEP:(442.57)

FL / GRADE

BREAK (TYP)

FL / GRADE

BREAK (TYP)
TC:446.02 TC:445.19
TC:444.78
TC:444.43
END TC:446.01 END TC:445.16
END TC:444.76
END TC:444.38
445
226+02.91, 50.01' R
TC:443.79
225+97.41, 50.01' R
TC/FS:443.36
225+91.41, 50.01' R
TC/FS:443.42
225+84.98, 50.00' R
TC:443.98
225+70.57, 56.00' R
FS:444.23
224+26.00, 33.39' L
TC:445.72
224+30.00, 39.39' L
FS:445.67
224+30.00, 33.39' L
TC:445.25
224+30.00, 53.54' L
FS:(445.67)
224+42.18, 53.54' L
FS:(445.45)
224+42.18, 47.39' L
FS:445.39
224+30.00, 47.39' L
FS:445.60
224+42.17, 33.39' L
TC:445.07
224+46.17, 33.39' L
TC:445.41
224+42.18, 39.39' L
FS:445.49
224+59.43, 35.39' L
FS:445.29
224+59.43, 46.12' L
FS:445.18
224+81.43, 46.12' L
FS:444.83
224+81.43, 35.39' L
FS:444.94
225+15.91, 35.39' L
FS:444.11
225+37.91, 35.39' L
FS:443.78
225+37.91, 46.11' L
FS:443.67
225+15.91, 46.11' L
FS:444.05
225+51.15, 33.39' L
TC:443.51
225+55.15, 33.38' L
TC:443.03
225+55.16, 39.38' L
FS:443.33
225+55.16, 47.38' L
FS:443.23
225+55.16, 53.53' L
FS:(443.30)
225+84.04, 53.53' L
FS:(442.90)
225+84.04, 47.38' L
FS:442.83
225+84.03, 39.38' L
FS:442.82
225+88.03, 33.38' L
TC:442.89
225+84.03, 33.38' L
TC:442.52
226+03.86, 35.38' L
FS:442.71
226+03.86, 46.10' L
FS:442.61
226+25.86, 46.09' L
FS:442.32
226+25.86, 35.38' L
FS:442.44
226+41.68, 33.38' L
TC:442.24
226+45.68, 33.38' L
TC:441.78
226+45.68, 39.38' L
FS:442.20
226+45.69, 47.38' L
FS:442.07
226+45.69, 53.53' L
FS:(442.16)
226+75.05, 53.53' L
FS:(441.72)
226+75.05, 47.38' L
FS:441.68
226+75.05, 39.38' L
FS:441.81
226+79.05, 33.38' L
TC:441.74
226+75.05, 33.38' L
TC:441.39
226+94.87, 35.38' L
FS:441.53
226+94.88, 46.08' L
FS:441.41
227+16.88, 46.07' L
FS:441.18
227+16.87, 35.37' L
FS:441.28
224+26.82, 55.96' R
FS:446.62
224+32.82, 55.96' R
FS:446.51
224+26.82, 79.91' R
FS:445.96
224+43.50, 77.04' R
TC/FS:445.50
224+43.51, 60.47' R
FS:445.52
224+92.51, 60.48' R
FS:444.69
224+92.51, 73.17' R
TC/FS:444.61
225+03.19, 55.98' R
FS:445.31
225+03.19, 74.37' R
FS:444.32
225+09.19, 73.71' R
FS:444.27
225+55.15, 68.66' R
FS:443.70
225+18.65, 60.49' R
FS:444.28
225+44.65, 60.49' R
FS:443.93
225+44.65, 68.24' R
TC/FS:443.85
225+18.65, 70.87' R
TC/FS:444.23
225+81.40, 56.00' R
FS:443.95
225+81.40, 65.77' R
FS:443.95
226+07.40, 64.54' R
FS:443.50
226+07.40, 56.01' R
FS:443.66
224+38.67, 25.86' R
FS:446.43
224+64.98, 25.87' R
FS:445.94
224+91.82, 25.88' R
FS:445.46
225+18.13, 25.89' R
FS:444.96
225+45.47, 25.89' R
FS:444.55
225+58.36, 25.90' R
FS:444.27
225+71.83, 25.90' R
FS:444.03 225+98.54, 25.91' R
FS:443.64 226+24.03, 25.91' R
FS:443.15
226+49.33, 25.92' R
FS:442.70
226+75.15, 25.93' R
FS:442.21
227+01.69, 25.93' R
FS:441.86
227+12.39, 25.94' R
FS:441.64
224+43.50, 78.80' R
TC/FS:445.52
224+32.81, 77.89' R
FS:445.86
224+26.82,

78.36' R
FS:445.94
224+92.51, 75.55' R
TC/FS:444.62
225+18.65, 72.67' R
TC/FS:444.25
225+44.65, 69.81' R
TC/FS:443.87
225+55.15, 67.18' R
FS:443.68225+03.19,

72.32' R
FS:444.29
225+09.19,

71.82' R
FS:444.24
224+40.45, 90.34' R
TC/FS:(445.90)
225+35.57, 85.78' R
FS:(444.43)
225+35.33, 82.98' R
FS:(444.23)
225+65.40, 82.55' R
FS:(443.78)
225+65.27, 79.97' R
FS:(443.74)
224+59.43, 47.39' L
FS:445.19
224+81.43, 47.39' L
FS:444.84
225+15.91, 47.39' L
FS:444.06
225+37.91, 47.39' L
FS:443.68
226+03.86, 47.38' L
FS:442.62
226+25.86, 47.38' L
FS:442.33
226+94.88, 47.38' L
FS:441.43
227+16.88, 47.37' L
FS:441.19
225+69.83, 30.90' R
FS:443.95
225+97.51, 31.06' R
FS:443.52
225+64.93, 67.58' R
FS:443.55
225+70.03, 48.00' R
FS:443.77
224+41.07, 93.84' R
FS:445.78
224+32.82, 79.51' R
FS:445.87
226+56.77, 72.19' R
FS:442.29
226+43.45, 73.94' R
TC:(443.00)
226+31.82, 74.92' R
TC/FS:(443.51)
225+97.40, 55.01' R
FS:443.66
225+91.40, 55.01' R
FS:443.72
226+27.14, 62.37' R
FS:443.31
226+55.91, 56.02' R
FS:442.52
226+55.96, 59.20' R
FS:442.02
226+73.37, 56.03' R
FS:441.96
226+73.37, 57.28' R
FS:441.97
224+30.00, 46.13' L
FL:445.20
224+42.18, 46.13' L
FL:444.92
225+84.04, 46.10' L
FL:442.81
226+75.05, 46.09' L
FL:441.26
226+45.68, 46.09' L
FL:442.06
224+48.19, 31.33' R
TC:446.64
224+47.67, 35.99' R
TC:446.53
224+58.21, 33.80' R
TC:446.39
224+61.65, 49.97' R
TC:445.88
224+74.37, 49.97' R
TC:445.68
225+24.56, 31.35' R
TC:445.28
225+34.58, 33.82' R
TC:445.07225+24.04, 36.01' R
TC:445.20
225+38.01, 49.99' R
TC:444.66
225+50.74, 49.99' R
TC:444.46
226+00.93, 31.37' R
TC:444.03
226+00.41, 36.03' R
TC:443.98
226+10.94, 33.84' R
TC:443.86
226+14.38, 50.01' R
TC:443.66
226+27.11, 50.01' R
TC:443.28
226+77.30, 31.39' R
TC:442.52
226+87.31, 33.86' R
TC:442.29
226+76.77, 36.05' R
TC:442.36
227+03.48, 50.04' R
TC:441.43
226+90.75, 50.03' R
TC:441.64
224+43.51, 65.47' R
FS:445.51
224+92.51, 65.48' R
FS:444.66
225+18.65, 65.49' R
FS:444.26
225+44.65, 65.49' R
FS:443.88
225+09.19, 55.98' R
FS:445.21
224+46.06, 93.89' R
TC/FS:(445.55)
441
445
445
446
446
1" CURB
1" CURB
1" CURB
1" CURB
1" CURB
1" CURB
442
444
446
TC:(445.89)
225+97.47, 59.08' R
FS:443.66
225+91.40, 59.01' R
FS:443.74
225+95.37, 80.25' R
FS:(443.77)
226+28.70, 75.16' R
FS:(443.51)
226+28.91, 76.95' R
FS:(443.54)
226+22.63, 77.74' R
FS:(443.68)
224+76.66, 91.44' R
FS:(445.03)
224+76.82, 92.91' R
FS:(445.08)
225+05.14, 88.81' R
FS:(444.50)
225+05.18, 90.20' R
FS:(444.52)
226+14.41, 56.01' R
FS:443.75
225+27.03, 86.61' R
FS:(444.46)
226+82.91, 69.38' R
FS:(441.92)

OF SHEETS
SHEET NO.

DRAWING NO.

ENGINEERING DIVISION JOB NO.

APPROVAL

CHECKED BY

DRAWN BY

FIELD BOOK

BYCHANGE

DATE STARTED

INSPECTOR

DATE COMPLETED

CONTRACTOR

CONSTRUCTION RECORD
DATE

AS BUILT

ENGINEER OF WORK
DATE

PLAN REVISION

CITY OF EL CAJON

PUBLIC WORKS DEPARTMENT

DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DATE
58 14619
PW3690

EL CAJON BOULEVARD STREETSCAPE
®
P:\Project\2019.0362.01_El Cajon Transit Connections\CAD\Plans\362.01_STAK.dwg Plot: Blanca Soto Date: 2/15/2022 11:30:13 AM

REGISTEREDPROFESSIONALENGINEER

STATE OF CALIFORNIACI VI L
C 84324
ROSS P. DUENAS
N
0' 10' 20'
SCALE 1" = 10'
31 STAKING PLANS
P:\Project\2019.0362.01_El Cajon Transit Connections\CAD\Plans\362.01_STAK.dwg Plot: Blanca Soto Date: 2/15/2022 11:30:13 AM MATCHLINE STA 227+20
SEE SHEET 32
MATCHLINE STA 224+20
SEE SHEET 30
3/20/2022
3/20/2022
05/26/2026
C8

Page 431 of 549 ends

14 16
FL:439.69
LIP:439.72
LIP:439.98
FL:439.95
228 229 230
36" CMP 2708
12" ACP 9222
8" ACP 2708
18" RCP 2708
ABN 4" CIP 789
4" PVC 13680
ABN 6" CONC 1095
30" CMP 2708
(440)
(440)
1 1/2" PVC 13680
(440)
(440)
(440)
(440)
(440)
(440)
(439)
(440)
4" HP 13680
4" HP 13680
6" H SL49-15-H
(439)
(440)
(439)
(440)
(441)
(440)
(441)
(441)
(441)
(440)
(440)
(440)
(440)
(440)
(441)
(440)
(441)
487-312-10487-520-19
487-532-16
R/W
R/W

EL CAJON BOULEVARD

PALM AVENUE
487-532-19487-532-18487-532-17
R/W
R/W

EL CAJON BOULEVARD

EL CAJON BLVD CENTERLINE
SEE DETAIL A ON SHEET 34

SEE DETAIL B
ON SHEET 34

JOHNSON AVENUE

GRADE BREAK

SEE DETAIL B
ON SHEET 34
441
440
441
440
441

13.6'
6'

6.7'

5.8'
441
441
441

FL / GRADE

BREAK (TYP)

GRADE BREAK

BASIN BOTTOM
228+10.11, 46.38' L
FS:440.32
228+09.53, 40.41' L
FS:440.32
228+10.99, 34.55' L
TC:440.48
228+20.98, 51.72' L
TC:440.35
228+19.07, 45.51' L
TC/FS:439.90
228+15.83, 39.80' L
TC/FS:439.94
229+09.64, 10.29' R
TC:440.62
229+21.42, 12.21' R
TC:440.60
229+04.79, 28.23' R
TC:439.97
229+16.98, 31.42' R
TC:440.20
229+04.19, 34.74' R
TC/FS:440.17
229+13.87, 37.26' R
TC/FS:440.08
229+11.41, 5.39' L
TC:440.24
229+23.40, 5.15' L
TC:440.17
229+11.26, 22.44' L
TC:439.88
229+23.32, 22.41' L
TC:439.81
229+12.26, 28.91' L
TC/FS:439.75
229+22.26, 28.96' L
TC/FS:439.70
228+96.28, 38.69' L
FS:440.04
228+95.50, 30.73' L
FS:439.92
228+83.06, 39.97' L
TC/FS:439.29
228+86.37, 31.62' L
TC/FS:439.34
228+90.62, 27.13' L
TC:439.88
228+82.48, 48.16' L
TC:439.73
229+45.53, 71.32' R
TC:440.55
229+41.70, 82.89' R
TC:440.49
229+63.12, 75.09' R
TC:440.89
229+59.27, 86.52' R
TC:440.84
229+69.74, 89.93' R
TC:440.74
229+85.73, 96.37' R
TC:440.15
229+76.88, 79.82' R
TC:440.59
229+91.69, 85.82' R
TC:440.07
229+37.89, 70.61' R
TC/FS:440.59
229+35.71, 80.37' R
TC/FS:440.46
229+94.16, 99.05' R
TC/FS:440.23
229+98.11, 89.87' R
TC/FS:440.10
228+08.94, 65.60' R
FS:(440.65)
228+32.95, 65.49' R
FS:(440.60)
228+32.95, 50.07' R
FS:440.39
228+08.95, 50.06' R
FS:440.57
228+08.96, 40.90' R
FS:440.58
227+93.94, 25.89' R
TC:441.23
228+80.77, 25.79' R
TC:440.09
227+46.10, 46.47' L
FS:440.87
229+22.26, 46.90' L
FS:439.66
229+64.05, 46.90' L
FS:439.45
229+64.05, 53.56' L
FS:(439.56) 229+93.15, 53.56' L
FS:(439.52)
229+93.33, 46.90' L
TC/FS:439.42
229+64.06, 39.09' L
TC/FS:439.29
229+61.83, 32.57' L
TC:439.57
229+98.37, 42.37' L
TC:439.33
230+03.95,

92.38' R
FS:440.16
228+05.51, 31.32' R
TC/FS:440.66 229+23.78, 41.91' R
FS:440.31
228+93.49, 38.16' R
FS:440.06
229+03.22, 36.47' R
FS:440.13
229+13.87, 39.23' R
FS:440.11
228+65.49, 50.08' R
FS:440.31 228+93.49, 65.60' R
FS:(440.24)
228+93.49, 57.63' R
FS:440.16
228+65.49, 65.47' R
FS:(440.46)
228+78.20, 57.13' L
TC:(439.67)
229+21.66, 108.93' R
TC:(440.53)
229+38.42, 68.20' R
FS:440.54
228+96.75, 29.79' L
FS:439.90
227+95.27, 41.78' L
FS:440.44
227+27.12, 47.37' L
FS:441.07
228+86.84, 64.27' L
FS:(439.94)
229+15.60, 101.41' R
FS:(440.79)
229+24.69, 113.05' R
FS:(440.26)
228+02.88, 68.33' R
FS:(440.79)
227+53.43, 65.89' R
FS:(440.85)
227+44.38, 64.09' R
FS:(440.91)
229+22.38, 4.15' L
TC:440.20
229+22.40, 0.32' R
TC:440.30
229+21.45, 7.99' R
TC:440.47
229+20.67, 10.98' R
TC:440.54
229+10.71, 9.55' R
TC:440.58
229+11.77, 5.48' R
TC:440.49
229+12.40, 0.37' R
TC:440.38
229+12.38, 4.40' L
TC:440.27
229+63.85, 76.39' R
TC:440.85
229+72.46, 78.84' R
TC:440.69
229+67.14, 77.12' R
TC:440.79
229+75.64, 80.21' R
TC:440.63
229+84.07, 68.07' R
TC:440.58
229+82.03, 63.40' R
TC:440.70
229+70.26, 61.66' R
TC:440.90
229+66.97, 63.67' R
TC:440.99
229+69.35, 88.39' R
TC:440.79
229+64.96, 86.88' R
TC:440.88
229+54.91, 105.26' R
TC:440.91229+51.88, 102.73' R
TC:440.85
229+18.16, 99.21' R
FS:(440.90)
229+19.30, 100.37' R
FS:440.75
229+09.20, 64.51' R
FS:440.24
229+05.24, 61.98' R
FS:440.21
228+64.42, 31.31' R
TC/FS:440.50
227+27.52, 25.94' R
FS:441.51
228+12.44, 0.23' R
TC:440.75
228+10.90, 0.24' R
TC:(440.70)
228+30.83, 11.26' L
TC:(440.72)
228+00.81, 53.52' L
FS:440.55
228+15.91, 45.82' L
FS:439.94
228+87.63, 39.53' L
FS:439.35
229+87.66, 96.26' R
FS:439.67
229+93.63, 34.80' R
TC:440.73
230+01.90, 33.56' R
TC:440.54
230+20.53, 28.45' R
TC:440.56
229+88.96, 13.56' L
TC:440.10
229+96.55, 13.89' L
TC:440.00
230+16.13, 12.38' L
TC:439.86
228+95.30, 53.57' L
FS:(439.88)
230+47.29, 53.56' L
230+16.14,

90.00' R
FS:(440.00)
229+70.51, 3.79' L
TC:440.56
229+65.73, 12.27' R
TC:441.01
229+71.98, 27.07' R
TC:441.37
227+79.18, 43.31' L
FS:440.56
227+47.86, 35.37' L
FS:440.97
228+02.69, 65.60' R
FS:(440.71)
228+44.11, 65.45' R
FS:(440.53)
229+02.97, 68.26' R
FG:440.34
228+65.49, 35.83' R
FS:440.45
228+95.44, 32.23' R
TC/FS:440.03
228+55.48, 25.82' R
TC:440.72
228+50.12, 50.07' R
FS:440.08
228+32.96, 35.82' R
FS:440.59
228+33.95, 31.50' R
TC/FS:440.65
228+42.95, 25.83' R
TC:440.82
227+67.12, 50.05' R
TC:440.61
227+71.47, 65.98' R
FS:(440.85)
227+74.52, 68.38' R
FS:(440.86)
227+89.55, 68.39' R
FS:(440.85)
227+50.25, 25.93' R
TC:441.59
228+07.98, 68.98' L
FS:440.15 228+09.19, 59.03' L
FS:440.35
14+20.58, 2.20' R
FS:440.44
227+91.92, 53.26' L
FS:(440.60)
EL:439.78
439
439
440
229+00.61, 46.54' R
FS:439.96
228+93.49, 46.54' R
FS:440.03
1" CURB
441
440
440
229+87.14, 8.37' L
TW:442.30
229+92.89, 29.86' R
TW:442.30

1.5'
TW:442.10
229+38.63, 66.72' R
FS:440.54
TW:442.10
229+60.43, 85.87' R
TC:440.86
229+68.51, 88.03' R
TC:440.81
229+19.74, 76.81' R
FS:440.69
TC:(441.06)
TC:441.02
228+65.49, 56.53' R
FS:440.38
228+49.22, 56.53' R
FS:440.18
228+32.95, 57.96' R
FS:440.51
TC:440.57
TC:440.54
FG:440.2
229+74.55, 0.85' L
TW:442.18
FG:440.6
229+70.72, 11.87' R
TW:442.24
FG:441.0
229+75.73, 23.76' R
TW:442.24
FG:441.4
FG:440.9
FG:440.2
FG:440.8
2%
2%
FG:440.6
FG:440.5
FG:440.3
2%
2%
2%
2%
2%
25%
FL:439.23
FL:439.38
440
227+52.27, 66.73' R
FS:(441.00)
440
440
229+37.74, 55.49' R
FS:440.43
TW:442.10
25%
MAX
FL:439.65
440
440
230+01.41, 102.66' R
FS:440.31
441
440
440
(440)
FL:439.61
LIP:439.58
LIP:440.05
FL:440.08
TC:(440.68)
LIP:439.65

OF SHEETS
SHEET NO.

DRAWING NO.

ENGINEERING DIVISION JOB NO.

APPROVAL

CHECKED BY

DRAWN BY

FIELD BOOK

BYCHANGE

DATE STARTED

INSPECTOR

DATE COMPLETED

CONTRACTOR

CONSTRUCTION RECORD
DATE

AS BUILT

ENGINEER OF WORK
DATE

PLAN REVISION

CITY OF EL CAJON

PUBLIC WORKS DEPARTMENT

DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DATE
58 14619
PW3690

EL CAJON BOULEVARD STREETSCAPE
®
P:\Project\2019.0362.01_El Cajon Transit Connections\CAD\Plans\362.01_STAK.dwg Plot: Blanca Soto Date: 3/11/2022 1:51:19 PM

REGISTEREDPROFESSIONALENGINEER

STATE OF CALIFORNIACI VI L
C 84324
ROSS P. DUENAS
N
0' 10' 20'
SCALE 1" = 10'
32 STAKING PLANS
P:\Project\2019.0362.01_El Cajon Transit Connections\CAD\Plans\362.01_STAK.dwg Plot: Blanca Soto Date: 3/11/2022 1:51:19 PM MATCHLINE STA 230+30
SEE SHEET 33
MATCHLINE STA 227+20
SEE SHEET 31
6" - 8"
2%
MAX

GRADE BREAK

WING OR

RETAINING
CURB

LIP OF GUTTER

FLOW LINE

BACK OF CURB

DIRECTIONAL ADA CURB RAMP WITH WINGS

NOT TO SCALE

CURB AND
GUTTER

DEPRESSED CURB AND
GUTTER PER SDRSD G-27
R=1' (TYP) INSTALL EXPANSION
JOINT PER SDRSD G-10

MATCH SIDEWALK
ELEVATION. TC H=0"

PROPOSED HARDSCAPE
TRANSITION 6" CURB
FROM H=6" TO H=0"(TYP)

PROPOSED
RAMP
TC

DIRECTIONAL ADA CURB RAMP WITH CURB

NOT TO SCALE

TRANSITION

GUTTER PAN CROSS

SLOPE OVER A
LENGTH OF 5' (TYP)

4.5%
3/20/2022
3/20/2022
05/26/2026
C8

Page 432 of 549 ends

13 11
12 231 232 233
1" 13680
8" ACP PER W.O. 8469
8" 1095
12" ACP PER W.O. 8126
4" PVC 13680
36" CMP 2708
1 1/2" PVC 13680
10" PVC 13680
(438)
(439)
(437)
(437)
(438)
4" HP 13680
(439)
(439)
(438)
1 1/2" HP
(438)
(438)
(438)
(438)
(437)
(439)
(437)
(439)
(439)
(439)
(439)
(439)
(439)
(438)
(438)
(438)
(437)
(438)
(438)
(439)
(439)
(438)
(438)
487-321-26
R/W

JOHNSON AVENUE
487-323-17

EL CAJON BOULEVARD
487-312-10
R/W
SEE DETAIL C ON SHEET 34
437
438
437
438
438
439
6'
10'
10'

7.7'

9.9'1.5'

6.7'

7.9'
6'
5'
2'
5' 5'
439
438
438
438
21'
5'

BASIN BOTTOM
231+72.22, 21.98' R
TC:438.85
231+84.61, 20.92' R
TC:438.78
231+72.67, 4.14' R
TC:439.47
231+84.65, 3.75' R
TC:439.35
231+72.63, 7.03' L
TC:439.31
231+84.59, 7.11' L
TC:439.20
231+72.37, 25.40' L
TC:438.88 231+84.58, 23.44' L
TC:438.77
231+83.55, 31.81' L
TC/FS:438.61
231+73.55, 31.79' L
TC/FS:438.71
231+83.68, 28.34' R
TC/FS:438.67
231+73.68, 28.36' R
TC/FS:438.73
231+63.41, 74.82' L
TC/FS:437.89
231+56.21, 67.87' L
TC/FS:438.04
231+50.92, 71.72' L
TC:438.01
231+58.69,

81.05' L
TC:437.86231+39.06, 84.06' L
TC:438.38
231+60.17, 43.55' L
FS:438.35
231+52.56, 64.83' L
FS:438.11
231+73.55, 43.55' L
FS:438.48
231+83.55, 43.55' L
FS:438.38
232+01.35, 42.05' L
FS:438.20
232+25.35, 42.04' L
FS:438.02
232+62.80, 43.54' L
FS:437.73
232+67.80, 43.54' L
FS:437.69
232+84.80, 43.54' L
FS:437.63
232+89.80, 43.54' L
FS:437.56
233+06.78, 43.54' L
FS:437.34
233+11.78, 43.54' L
FS:437.26
233+28.80, 43.54' L
FS:436.98
233+33.80, 43.54' L
FS:436.91
232+25.35, 30.04' L
FS:438.14
232+01.35, 30.05' L
FS:438.38
231+98.68, 38.54' R
FS:438.40
232+26.68, 38.54' R
FS:438.01
232+41.67, 38.54' R
FS:437.71
232+65.67, 38.55' R
FS:437.54
232+92.33, 23.84' R
TC:438.13
233+06.32, 38.80' R
FS:437.24
233+30.13, 37.09' R
FS:437.38
233+40.81, 27.11' R
TC:437.69
233+30.14, 51.55' R
FS:437.01
233+06.32, 51.55' R
FS:437.41
233+06.32, 61.60' R
FS:(437.56)
233+30.14, 61.59' R
FS:(437.18)
231+73.68, 51.53' R
FS:438.73
231+83.68, 51.54' R
FS:438.65
231+61.92, 51.54' R
FS:438.79
231+32.22, 51.53' R
FS:438.89
231+32.22, 57.54' R
FS:438.98
231+61.91, 57.54' R
FS:438.88
231+61.91, 58.54' R
FS:(438.93)
231+32.21, 58.54' R
FS:(439.04)
231+32.23, 44.17' R
FS:439.08
231+21.05, 38.54' R
TC:439.18
231+30.43, 39.47' R
TC/FS:439.18
231+61.94, 33.40' R
FS:438.91
231+62.74, 29.20' R
TC/FS:438.94
231+01.39, 78.29' L
TC:438.22
231+01.05, 91.12' L
FS:438.12
230+97.73, 94.89' L
FS:(438.17)
230+86.38, 75.44' L
FS:438.53
230+81.22, 81.36' L
FS:(438.61)
230+90.60, 73.47' L
TC/FS:438.30
231+00.52, 77.17' L
TC:438.24
230+79.87, 58.33' L
FS:438.61
230+80.36, 53.31' L
TC:438.68
230+78.18, 59.27' L
TC/FS:438.79
230+72.38, 63.89' L
FS:438.90
230+67.30, 69.95' L
FS:(438.98)
230+55.94, 50.32' L
FS:439.10
230+46.39, 46.89' L
FS:439.04
231+09.63, 104.64' L
FS:(437.72)
231+14.74, 98.85' L
TC/FS:437.60
231+16.29, 97.09' L
FS:437.48
231+20.44, 96.76' L
TC:437.85231+02.58, 88.81' L
TC/FS:438.09
231+99.13, 61.48' R
FS:(438.68)
231+98.57, 57.54' R
FS:(438.61)
230+84.87, 76.92' L
FS:438.56
230+70.98, 65.48' L
FS:438.92
233+03.90, 30.63' R
TC/FS:437.66
233+31.26, 32.48' R
TC/FS:437.48
231+73.61, 6.03' L
TC:439.35
231+73.63, 3.14' R
TC:439.54
231+83.63, 2.75' R
TC:439.47
231+83.61, 6.11' L
TC:439.24
231+44.83, 3.23' R
TC:439.73
231+48.08, 5.82' R
TC:439.68
231+43.40, 7.66' L
TC:439.62
231+47.21, 10.93' L
TC:439.56
232+65.67, 51.55' R
FS:437.74
232+26.67, 51.54' R
FS:438.05
231+98.67, 51.54' R
FS:438.52
232+41.67, 51.54' R
FS:437.84
231+35.92, 81.42' L
TC:438.44
231+37.92, 83.17' L
TC:438.40
231+22.39, 62.08' L
TC:438.73
231+17.41, 50.95' L
TC:438.94
231+13.89, 49.28' L
TC:438.97
231+08.87, 50.63' L
TC:438.91
231+07.16, 55.20' L
TC:438.77
231+11.11, 61.62' L
TC:438.65
230+63.68, 16.43' L
TC:439.64
230+83.06, 21.27' L
TC:439.60
230+86.16, 21.65' L
TC:439.60
230+91.54, 21.21' R
TC:439.99
230+84.70, 22.09' R
TC:440.08
230+65.23, 22.25' R
TC:440.30
231+59.18, 79.21' L
FS:437.40
231+58.50, 57.13' L
FS:438.32
231+60.08, 53.39' L
FS:438.45
231+83.56, 25.75' L
FS:438.31
230+80.31, 52.21' R
FS:439.28
230+80.31, 58.21' R
FS:439.39
231+04.54, 52.22' R
FS:439.19
231+04.61, 58.22' R
FS:439.28
230+30.25, 70.38' R
FS:439.75
230+34.10, 74.98' R
FS:439.85
232+01.35, 43.55' L
FS:438.22
232+25.35, 43.54' L
FS:438.05
230+47.29, 53.56' L
FS:(439.16)
231+71.25, 70.22' L
FS:438.01
231+81.29, 80.57' L
FS:(437.81)
231+77.47, 53.47' L
FS:(438.58)
233+29.09, 53.30' L
FS:(437.08)
232+81.26, 53.64' L
FS:(437.76)
232+54.33, 53.59' L
FS:(437.94)
232+29.42, 53.62' L
FS:(438.17)
232+04.18, 53.54' L
FS:(438.34)
233+04.56, 53.46' L
FS:(437.51)
232+54.30, 32.57' L
FS:437.94
232+62.79, 32.57' L
FS:437.82
232+67.79, 32.57' L
FS:437.75
232+84.79, 32.57' L
FS:437.52
232+89.79, 32.57' L
FS:437.45 233+06.78, 32.56' L
FS:437.20
233+11.78, 32.56' L
FS:437.12
233+28.79, 32.56' L
FS:436.86
233+33.79,

32.56' L
FS:436.79
232+80.22, 61.66' R
FS:(437.93)
232+50.63, 61.60' R
FS:(437.90)
232+24.15, 61.60' R
FS:(438.16)
232+04.90, 61.63' R
FS:(438.62)
231+78.79, 57.55' R
FS:(438.78)230+65.26, 59.80' R
FS:439.44
230+54.35, 63.04' R
FS:439.51
230+43.11, 68.55' R
FS:439.73
230+62.56, 54.25' R
FS:439.34
230+16.14,
231+08.99, 7.44' R
TC:440.22
231+08.80, 8.36' L
TC:440.18
230+39.44, 10.96' L
TC:439.75
230+38.70, 23.16' R
TC:440.52
232+54.67, 7.96' L
TC:438.52
232+33.67, 7.71' L
TC:438.72
232+54.85, 7.11' R
TC:438.86
232+33.83, 5.15' R
TC:439.01
EL:436.67
231+83.67, 22.33' R
FS:438.31
437
438

SEE DETAIL

ABOVE RIGHT

1.5'
439
230+86.67, 16.67' L
TW:441.70
230+90.91, 16.26' R
TW:441.70
FL:438.22
FL:438.02
FL:438.36
FL:438.51
232+64.81, 7.94' R
TC:438.79
FL:438.29
232+23.85, 4.48' R
TC:439.08
FL:438.58
232+23.67, 7.59' L
TC:438.82
FL:438.32
232+64.67, 8.08' L
TC:438.42
FL:437.92
233+08.26, 9.58' R
TC:(437.93)
FL:(437.65)
232+87.42, 8.36' L
TC:(437.99)
FL:(437.69)
231+62.53, 61.32' L
FS:438.21
FG:439.7
FG:439.7
FG:440.1
FG:440.1
231+04.32, 5.65' R
TW:441.59
FG:440.3
231+04.18, 6.42' L
TW:441.60
FG:440.2
2%
FG:440.0
FG:439.8
2%
2%
SEE DETAIL C ON SHEET 34
230+63.42, 56.49' L
FS:439.18
437
440
440
439
439
438
438
439
438
440
438
(438)
437 (437)
(438)
232+82.27, 8.97' R
TC:438.45
FL:438.03
232+75.70, 8.22' L
TC:438.21
FL:437.81
437
437
232+62.80, 42.04' L
FS:437.71
232+67.80, 42.04' L
FS:437.67

FL/ GRADE

BREAK (TYP)
231+38.66, 28.75' R
FS:438.65
231+50.94, 25.11' R
FS:438.58
231+52.10, 26.41' R
FS:438.68
231+51.25, 29.91' R
FS:438.93
231+49.75, 31.54' R
FS:439.03
231+42.85, 33.63' R
FS:439.09
231+40.56, 32.94' R
FS:438.99
231+38.37, 30.45' R
FS:438.77

OF SHEETS
SHEET NO.

DRAWING NO.

ENGINEERING DIVISION JOB NO.

APPROVAL

CHECKED BY

DRAWN BY

FIELD BOOK

BYCHANGE

DATE STARTED

INSPECTOR

DATE COMPLETED

CONTRACTOR

CONSTRUCTION RECORD
DATE

AS BUILT

ENGINEER OF WORK
DATE

PLAN REVISION

CITY OF EL CAJON

PUBLIC WORKS DEPARTMENT

DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DATE
58 14619
PW3690

EL CAJON BOULEVARD STREETSCAPE
®
P:\Project\2019.0362.01_El Cajon Transit Connections\CAD\Plans\362.01_STAK.dwg Plot: Blanca Soto Date: 3/2/2022 2:28:44 PM

REGISTEREDPROFESSIONALENGINEER

STATE OF CALIFORNIACI VI L
C 84324
ROSS P. DUENAS
N
0' 10' 20'
SCALE 1" = 10'
33 STAKING PLANS
P:\Project\2019.0362.01_El Cajon Transit Connections\CAD\Plans\362.01_STAK.dwg Plot: Blanca Soto Date: 3/2/2022 2:28:44 PM MATCHLINE STA 233+45
SEE SHEET 34
MATCHLINE STA 230+30
SEE SHEET 32
SCALE: 1" = 5'
3/20/2022
3/20/2022
05/26/2026
C8

Page 433 of 549 ends

487-312-12
487-312-11
10 R/W

LOT LINE
(TYP)
8" 1095
(438)
(437)
(437)
(438)
6" H SL49-15-H
231+24.01,

99.69' L
TC:437.79
231+33.60, 89.92' L
TC:438.19
231+43.09, 97.58' L
TC:438.07
231+33.31,
107.33' L
TC:437.64
231+28.11, 111.40' L
TC/FS:437.70
231+20.34,
105.06' L
TC/FS:437.82
231+48.51, 91.56' L
TC:438.22
231+77.25, 143.44' L
TC:(436.62)
231+91.23, 102.80' L
TC:(437.10)
231+90.01, 127.91' L
FS:(437.00)
231+97.72, 94.03' L
FS:(437.44)
231+72.77, 148.68' L
FS:(436.76)
231+70.87, 150.91' L
FS:(436.81)
231+77.57, 118.19' L
TC:437.68
231+79.20, 119.06' L
FS:(437.18)
231+78.73, 116.57' L
TC:437.69
231+44.72, 98.65' L
TC:438.06 231+52.87,
103.69' L
TC:437.97
231+47.17, 91.65' L
TC:438.26
231+42.92, 96.05' L
TC:438.13
231+34.99, 89.87' L
TC:438.21
231+39.16, 85.54' L
TC:438.39
231+68.65, 153.24' L
FS:(436.95)
231+76.29, 88.00' L
FS:437.66
R/W
(437)
(437)
(437)
(438)
(437)

6.4'

6.4'
9'
437
231+87.05, 96.82' L
FS:437.33
438
437
231+43.15, 131.50' L
FS:437.28
437
GRADE
BREAK
6'
231+19.69, 112.24' L
FS:437.87
231+24.31, 116.03' L
FS:437.80
231+09.65,
104.64' L
FS:(437.72)
231+19.10, 112.96' L
FS:(438.07)
231+25.43, 118.07' L
FS:(437.85)
231+29.43, 121.14' L
FS:(437.75)
231+39.32, 129.27' L
FS:(437.61)
231+43.10, 132.56' L
FS:(437.30)
ABN 4" CIP 789
ABN 6" CONC 1095
4" ACP 13641
30" CMP 2708

PALM AVENUE
228+06.54, 86.21' L
TC:(439.85)
227+98.12, 81.22' L
FG:(440.14)
228+07.98, 68.98' L
FS:440.15
228+20.35, 97.71' L
FS:(439.64)
R/W
R/W
(440)
440
228+03.05, 75.10' L
FS:440.09
234 235
3/4" HP
3/4" HP
(436)
(437)
(436)
(435)
(435)
(437)
(436)
(436)
(435)
(437)
487-323-26
487-323-24
487-321-25
487-321-24
487-321-02

LOT LINE (TYP)

EL CAJON BLVD CENTERLINE

EL CAJON BOULEVARD
436
436
10'
5'

9.9'

7.6'

9.9'
436

GRADE BREAK

GRADE BREAK
435
234+04.94, 30.03' L
FS:435.93
233+80.94, 30.03' L
FS:436.31
233+55.80, 43.54' L
FS:436.61
233+50.80, 43.54' L
FS:436.69
235+35.46, 43.62' L
TC:(433.95)
233+79.03, 51.64' R
TC:(436.18)
233+78.99, 61.59' R
FS:(436.31)
235+35.42, 53.46' L
FS:(434.17)
234+00.35, 11.23' R
FS:(436.07)
235+35.40, 8.61' L
FS:(434.50)
233+80.95, 43.53' L
FS:436.42
234+04.95, 43.53' L
FS:436.02
234+89.83, 43.53' L
FS:434.65
235+35.43, 22.55' L
FS:(434.33)
235+35.46, 35.22' L
FS:(434.01)
234+95.46, 35.22' L
FS:434.18
234+75.43, 22.55' L
FS:434.75
235+00.24, 53.52' L
FS:(434.59)
234+84.51, 53.62' L
FS:(434.86)
234+59.17, 53.67' L
FS:(435.32)234+34.20, 53.74' L
FS:(435.68)
234+08.22, 53.83' L
FS:(436.03)
233+83.62, 53.92' L
FS:(436.49)
233+46.93, 53.25' L
FS:(436.83)
235+10.08, 53.50' L
FS:(434.49)
233+50.79, 32.56' L
FS:436.54
233+55.79, 32.56' L
FS:436.46
233+60.90, 32.56' L
FS:436.39
233+58.54, 61.57' R
FS:(436.64)
234+99.38, 22.55' L
FS:434.47
234+00.32, 46.65' R
FS:(435.39)
437
436437 436
435
434 (434)
(434) (434)
(436)
14 JOHNSON AVENUE
12" ACP 9222
(440)
(441)
(440)
229+90.08, 105.28' R
TC/FS:440.47
229+90.65, 116.66' R
TC/FL:(440.48)
229+87.97, 113.22' R
TC/FS:440.14
229+93.13, 109.24' R
FS:440.56
229+81.26, 124.03' R
FS:(440.50)
229+74.25, 115.58' R
FS:(439.90)
229+46.24, 138.42' R
FS:(440.15)
229+85.02, 109.19' R
TC:440.54 229+95.06, 113.23' R
FS:(440.67)
R/W
R/W
14+46.05, 0.35' R
FS:(440.52)
FL:440.04
229+84.05, 99.86' R
TC:440.24
FL:439.70
FL:(439.82)
229+75.07, 116.56' R
TC:(439.91)
440
440

OF SHEETS
SHEET NO.

DRAWING NO.

ENGINEERING DIVISION JOB NO.

APPROVAL

CHECKED BY

DRAWN BY

FIELD BOOK

BYCHANGE

DATE STARTED

INSPECTOR

DATE COMPLETED

CONTRACTOR

CONSTRUCTION RECORD
DATE

AS BUILT

ENGINEER OF WORK
DATE

PLAN REVISION

CITY OF EL CAJON

PUBLIC WORKS DEPARTMENT

DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DATE
58 14619
PW3690

EL CAJON BOULEVARD STREETSCAPE
®
P:\Project\2019.0362.01_El Cajon Transit Connections\CAD\Plans\362.01_STAK.dwg Plot: Blanca Soto Date: 3/2/2022 11:46:52 AM

REGISTEREDPROFESSIONALENGINEER

STATE OF CALIFORNIACI VI L
C 84324
ROSS P. DUENAS
N
0' 10' 20'
SCALE 1" = 10'
34 STAKING PLANS
P:\Project\2019.0362.01_El Cajon Transit Connections\CAD\Plans\362.01_STAK.dwg Plot: Blanca Soto Date: 3/2/2022 11:46:53 AM MATCHLINE STA 233+45
SEE SHEET 33

DETAIL C
SCALE: 1" = 10'

DETAIL B
SCALE: 1" = 10'

DETAIL A
SCALE: 1" = 10'
3/20/2022
3/20/2022
05/26/2026
C8

Page 434 of 549 ends

24" CMP 2708
36" CMP 2708
36" CMP 2708
24" CMP 2708
18" PVC13641
30" CMP 2708
30" RCP
13641
(439)
(440)
(449)
(450)
(445)
(436)
(437)
(445) (439)
(445)
(440)
(440)
(448)
(448)
(449)
(447)
24" RCP 13680 24" CMP 270818" RCP2708
(439)
(440)
(439)(439)
24" RCP 13680
(443) (441)
(443)
(441)
(447)
(452)
(439) (437)
(437)
(439)
(439)
18" RCP13602
487-312-13
487-312-12
487-312-11
487-312-10
487-312-18
487-520-07
487-520-19487-520-10487-520-11487-520-12487-520-13487-520-14487-520-15487-520-16487-520-17487-520-18 487-532-29 487-532-33 487-532-05 487-532-06 487-532-07 487-532-08 487-532-09487-532-10 487-532-11 487-532-28 487-532-14487-532-15487-532-16 487-531-05
487-500-29
487-323-17
487-321-26 487-321-25
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W

LOT LINE (TYP)

EL CAJON BLVD CENTERLINE

PALM AVE CENTERLINE

SOUTHERN JOHNSON

AVE CENTERLINE

NORTHERN JOHNSON

AVE CENTERLINE
R/W

LOT LINE
(TYP)

EL CAJON BLVD

PALM AVE

JOHNSON AVE

CHAMBERLAIN AVE

RICHARDSON AVE
487-532-19

JOHNSON AVE
487-532-18
487-532-17
487-323-26
487-520-07

LOT LINE (TYP)

LOT LINE
(TYP)

LOT LINE
(TYP)
2 2
2 2
2 3 1
3 3
3 3
2 22 (TYP)
(TYP)
(TYP)
(TYP)
(TYP)3(TYP)

RICHFIELD AVE
1 2
13 14
15 9
10 11
12 14
15 16
221
222
223 224 225 226 227
228
229 230 231 232 233
12" CMP 13602
18" CMP
13602
36" CMP 2708(435)
(434)(435)
(437)
(436)
(436)
487-323-26 487-323-24
487-321-24 487-321-02
R/W
R/W

LOT LINE (TYP)

EL CAJON BLVD CENTERLINE

EL CAJON BLVD
487-321-25
2 23

LEXINGTON AVE
(TYP)
3 (TYP)
234 235 236 237

OF SHEETS
SHEET NO.

DRAWING NO.

ENGINEERING DIVISION JOB NO.

APPROVAL

CHECKED BY

DRAWN BY

FIELD BOOK

BYCHANGE

DATE STARTED

INSPECTOR

DATE COMPLETED

CONTRACTOR

CONSTRUCTION RECORD
DATE

AS BUILT

ENGINEER OF WORK
DATE

PLAN REVISION

CITY OF EL CAJON

PUBLIC WORKS DEPARTMENT

DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DATE
58 14619
PW3690

EL CAJON BOULEVARD STREETSCAPE
®
P:\Project\2019.0362.01_El Cajon Transit Connections\CAD\Plans\362.01_EROS.dwg Plot: Blanca Soto Date: 3/8/2022 12:13:24 PM

REGISTEREDPROFESSIONALENGINEER

STATE OF CALIFORNIACI VI L
C 84324
ROSS P. DUENAS

OF SHEETS
SHEET NO.

DRAWING NO.

ENGINEERING DIVISION JOB NO.

APPROVAL

CHECKED BY

DRAWN BY

FIELD BOOK

BYCHANGE

DATE STARTED

INSPECTOR

DATE COMPLETED

CONTRACTOR

CONSTRUCTION RECORD
DATE

AS BUILT

ENGINEER OF WORK
DATE

PLAN REVISION

CITY OF EL CAJON

PUBLIC WORKS DEPARTMENT

DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DATE
58 14619
PW3690

EL CAJON BOULEVARD STREETSCAPE
®
P:\Project\2019.0362.01_El Cajon Transit Connections\CAD\Plans\362.01_EROS.dwg Plot: Blanca Soto Date: 3/8/2022 12:13:24 PM

REGISTEREDPROFESSIONALENGINEER

STATE OF CALIFORNIACI VI L
C 84324
ROSS P. DUENAS
MATCHLINE STA 233+50

SEE BELOW LEFT
N
0' 40' 80'
SCALE 1" = 40'
35 EROSION CONTROL PLANS
MATCHLINE STA 233+50

SEE ABOVE RIGHT
MATCHLINE STA 14+00

SEE SHEET
36 EROSION CONTROL NOTES:

GENERAL NOTES:

INSTALL CURB INLET PROTECTION PER DETAIL B ON SHEET 36
INSTALL GRATE INLET PROTECTION PER DETAIL A ON SHEET 36 INSTALL GRAVEL BAGS PER DETAIL C ON SHEET 36
1 2
3 LEGEND:

INLET PROTECTION

FLOW DIRECTION

EXISTING STORM DRAIN

GRAVEL BAG

EXISTING STORM DRAIN

1. CONTRACTOR SHALL SEAL OR PROTECT NEW INLETS THAT ARE INSTALLED UNTIL SUCH TIME THAT THE INLET'S TRIBUTARY AREA IS STABILIZED.

2. CONTRACTOR SHALL IMPLEMENT AND CONSTRUCT STABILIZED
CONSTRUCTION ENTRANCE PER CASQA BMP TC-1. CONTRACTOR TO FINALIZE LOCATION IN FIELD.

3. CONTRACTOR SHALL IMPLEMENT CONCRETE TRUCK WASHOUT AREA.

FOLLOW CASQA BMP WM-8, AS NECESSARY.

4. CONTRACTOR SHALL IMPLEMENT VEHICLE EQUIPMENT AREA FOR CLEANING, FUELING, AND MAINTENANCE. FOLLOW CASQA BMP'S WM-4 AND WM-10 FOR SPILL PREVENTION AND CONTROLS, AS NECESSARY

5. CONTRACTOR SHALL IMPLEMENT WASTE COLLECTION AREA. FOLLOW CASQA BMP WM-5 FOR SOLID WASTE MANAGEMENT, AS NECESSARY. 3/20/2022
3/20/2022
05/26/2026
C8

Page 435 of 549 ends

18" PVC
13641
18" RCP79318" RCP793
30" RCP 270824" RCP 2708
36" X 22" CMPA 2708
(445)(450)(455)
(460)
(439)
(440)
(462)
(457)
(455)
(454)
(448)
(444)
(442)
(439)(452)
487-311-11
487-311-10487-292-10 487-292-11487-291-25
487-480-32 487-500-26 487-500-01
487-520-01 487-520-06 487-520-07
487-480-28
487-291-07

RICHARDSON AVE

MARSHALL AVE PALM AVEMILLAR AVE RICHFIELD AVE
487-520-07
3 2
2 33
2 2
2 2
(TYP)
2 (TYP)
(TYP)
2 1213
14 2 3 4 5 6 7 8 9 10 11 12 13 14
25' (TYP)
1 BAG MIN.

DIRECTION OF FLOW

GRAVEL BAGS (TYP)

CURB AND GUTTER

TYPICAL

SECTION

TYPICAL

ELEVATION

CURB AND GUTTER

CURB INLET
2 BAGS HIGH
SPILLWAY 1

BAG HIGH

GRAVEL-FILLED BAG DIMENSIONS
~ 18" X 12" X 3"
USE 3
4" AGGREGATE MIN.

COVER WITH FILTER

FABRIC - REMOVE

DURING RAIN EVENT
NOTE:

STOCKPILES ARE REQUIRED TO BE COVERED FOR RAIN EVENTS

AND AT ALL TIMES IF THE STOCKPILE IS INACTIVE (NOT
DISTURBED FOR A PERIOD OF 14 CALENDAR DAYS OR MORE)

GRAVEL BAGS
2 BAGS HIGH
PLASTIC SHEETING 10 MIL

OVER STOCKPILE

GRAVEL BAGS
2 BAGS HIGH
2 BAGS HIGH
2 GRAVEL BAGS HIGH
(OMIT ONE (1) BAG ON

TOP ROW FOR INFLOW)

PERIMETER

GRATE INLET

COVER WITH FILTER

FABRIC - REMOVE

DURING RAIN EVENT

OF SHEETS
SHEET NO.

DRAWING NO.

ENGINEERING DIVISION JOB NO.

APPROVAL

CHECKED BY

DRAWN BY

FIELD BOOK

BYCHANGE

DATE STARTED

INSPECTOR

DATE COMPLETED

CONTRACTOR

CONSTRUCTION RECORD
DATE

AS BUILT

ENGINEER OF WORK
DATE

PLAN REVISION

CITY OF EL CAJON

PUBLIC WORKS DEPARTMENT

DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DATE
58 14619
PW3690

EL CAJON BOULEVARD STREETSCAPE
®
P:\Project\2019.0362.01_El Cajon Transit Connections\CAD\Plans\362.01_EROS.dwg Plot: Blanca Soto Date: 3/8/2022 12:14:26 PM

REGISTEREDPROFESSIONALENGINEER

STATE OF CALIFORNIACI VI L
C 84324
ROSS P. DUENAS
N
0' 40' 80'
SCALE 1" = 40'
36 EROSION CONTROL PLANS
MATCHLINE STA 14+00
SEE SHEET 35
EROSION CONTROL NOTES:

N.T.S

CURB INLET PROTECTIONB
36 N.T.S

GRAVEL BAG PLACEMENTC
36 N.T.S

STOCK PILE PROTECTIOND
36 LEGEND:

INLET PROTECTION

FLOW DIRECTION

EXISTING STORM DRAIN
EROSION CONTROL NOTES:

1. CONTRACTOR SHALL SEAL OR PROTECT NEW INLETS THAT ARE

INSTALLED UNTIL SUCH TIME THAT THE INLET'S TRIBUTARY
AREA IS STABILIZED.

2. CONTRACTOR SHALL IMPLEMENT AND CONSTRUCT STABILIZED
CONSTRUCTION ENTRANCE PER CASQA BMP TC-1.

CONTRACTOR TO FINALIZE LOCATION IN FIELD.

3. CONTRACTOR SHALL IMPLEMENT CONCRETE TRUCK WASHOUT
AREA. FOLLOW CASQA BMP WM-8, AS NECESSARY.

4. CONTRACTOR SHALL IMPLEMENT VEHICLE EQUIPMENT AREA
FOR CLEANING, FUELING, AND MAINTENANCE. FOLLOW CASQA
BMP'S WM-4 AND WM-10 FOR SPILL PREVENTION AND

CONTROLS, AS NECESSARY

5. CONTRACTOR SHALL IMPLEMENT WASTE COLLECTION AREA.

FOLLOW CASQA BMP WM-5 FOR SOLID WASTE MANAGEMENT,
AS NECESSARY.

GENERAL NOTES:

GRAVEL BAG
INSTALL CURB INLET PROTECTION PER DETAIL B ON SHEET 36
INSTALL GRATE INLET PROTECTION PER DETAIL A ON SHEET 36 INSTALL GRAVEL BAGS PER DETAIL C ON SHEET 36
1 2
3 N.T.S

GRATE INLET PROTECTIONA
36 EXISTING STORM DRAIN

1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ___________________________ AT __________________. (TELEPHONE NUMBER) (NAME)

2. EROSION CONTROL MEASURES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE PUBLIC WORKS INSPECTOR.

3. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES IN WORKING ORDER TO THE SATISFACTION OF THE CITY

ENGINEER THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT AND UNTIL PERMANENT GROUND COVER AND LANDSCAPING IS ESTABLISHED.

4. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO COMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.

6. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY.

7. ALL GRAVEL BAGS SHALL HAVE ¾ INCH MINIMUM AGGREGATE (NO SANDBAGS AND NO BURLAP TYPE BAGS ALLOWED).

8. EXISTING STREETS SHALL BE KEPT FREE OF DIRT AND DEBRIS, AND SHALL BE MAINTAINED IN GOOD CONDITION. DUST SHALL BE CONTROLLED SO THAT IT IS NOT A NUISANCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY STREET OR PROPERTY DAMAGED, PUBLIC OR PRIVATE, AS A RESULT OF THE WORK.

9. THE PLAN SHALL PROVIDE THAT NO SAND, SILT, OR DEBRIS SHALL BE ALLOWED TO ENTER THE STORM DRAIN SYSTEM INCLUDING PUBLIC STREETS.

10. THE OWNER AND/OR THE OWNER'S CONTRACTOR SHALL IMPLEMENT THE PLAN AND TAKE REMEDIAL AND PREVENTIVE ACTION IMMEDIATELY WHEN POLLUTANT DISCHARGE OCCURS AND/OR THE CITY ENGINEER OR THE BUILDING DIVISION DIRECTS.

11. THE ABOVE SHALL APPLY STARTING THE 1ST DAY OF GRADING AND/OR CONSTRUCTION AND SHALL REMAIN IN EFFECT UNTIL ALL GRADING AND/OR CONSTRUCTION WORK HAS BEEN COMPLETED AND 70% OF THE DISTURBED LAND HAS BEEN STABILIZED BY APPROVED VEGETATION, MULCH, GRAVEL, ETC.

12. PRIOR TO THE START OF ANY DEMOLITION OR CONSTRUCTION ACTIVITIES, NOTIFY THE CITY STORM WATER INSPECTOR AT 619-441-1653.

ALL EROSION AND SEDIMENT CONTROL SHALL BE IMPLEMENTED IN ACCORDANCE WITH THE CITY OF EL CAJON'S JURISDICTIONAL RUNOFF MANAGEMENT PROGRAM (JRMP) AND SHALL INCLUDE THE FOLLOWING:

DRY SEASON (MAY 1 THROUGH SEPTEMBER 30)

1. ALL EXPOSED DISTURBED AREAS MUST HAVE EROSION PREVENTION CONTROLS PROPERLY INSTALLED INCLUDING BUILDING PADS, UNFINISHED ROADS AND SLOPES. SLOPES LESS THAN 33.3% OR 1:3 (VERTICAL VS. HORIZONTAL) MAY USE PROPERLY DESIGNED AND INSTALLED DE-SILTING BASINS AT ALL DISCHARGE POINTS IN LIEU OF THIS REQUIREMENT.

2. ADEQUATE PERIMETER PROTECTION BMPS MUST BE INSTALLED AND MAINTAINED.

3. ADEQUATE SEDIMENT CONTROL BMPS MUST BE INSTALLED AND MAINTAINED.

4. ADEQUATE BMPS DESIGNED TO CONTROL OFF-SITE SEDIMENT TRACKING MUST BE INSTALLED AND MAINTAINED.

5. AT A MINIMUM, 125% OF THE MATERIALS NEEDED TO INSTALL STANDBY BMPS NECESSARY TO COMPLETELY PROTECT EXPOSED PORTIONS OF THE SITE FROM EROSION AND PREVENT SEDIMENT DISCHARGES MUST BE STORED ON THE SITE.

6. AN APPROVED “WEATHER TRIGGERED” RESPONSE PLAN IS MANDATED FOR IMPLEMENTATION IN THE EVENT THAT A PREDICTED STORM EVENT HAS AT LEAST A 50% CHANCE OF RAIN. THE PROPONENT MUST HAVE THE CAPACITY TO DEPLOY THE STANDBY BMPS WITHIN 48 HOURS OF THE PREDICTED STORM EVENT.

7. ALL SLOPES MUST BE EQUIPPED WITH EROSION PREVENTION BMPS AS SOON AS SLOPES ARE COMPLETED FOR ANY PORTION OF THE SITE.

8. CLEARED OR GRADED AREAS LEFT EXPOSED AT ANY GIVEN TIME ARE LIMITED TO THE AMOUNT OF ACREAGE THAT THE PROJECT PROPONENT CAN ADEQUATELY PROTECT PRIOR TO A PREDICTED STORM EVENT.

WET SEASON (OCTOBER 1 THROUGH APRIL 30)
IN ADDITION TO THE DRY SEASON REQUIREMENTS:

1. PERIMETER PROTECTION AND SEDIMENT CONTROL BMPS MUST BE UPGRADED IF NECESSARY TO PROVIDE SUFFICIENT PROTECTION FOR STORMS.

2. ADEQUATE EROSION PREVENTION BMPS MUST BE INSTALLED AND ESTABLISHED FOR ALL COMPLETED SLOPES PRIOR TO OCTOBER 1 AND MAINTAINED THROUGHOUT THE WET SEASON. IF A BMP FAILS, IT MUST BE REPAIRED, IMPROVED OR REPLACED WITH AN ACCEPTABLE ALTERNATE AS SOON AS IT IS SAFE TO DO SO.

3. THE AMOUNT OF EXPOSED SOIL ALLOWED AT ONE TIME SHALL NOT EXCEED STANDBY EROSION AND SEDIMENT CONTROL BMP CAPACITY.

4. AN INCOMPLETE DISTURBED AREA THAT IS NOT BEING ACTIVELY GRADED MUST BE FULLY PROTECTED FROM EROSION IF LEFT FOR 10 DAYS OR MORE.
3/20/2022
3/20/2022
05/26/2026
C8

Page 436 of 549 ends

PARKING
NO

PARKING

NOPARKING

NOPARKING
EL CAJON BLVD.

CHAMBERLAIN ST.

RICHFIELD AVE.

PLANT LEGEND
OTHER

HARDSCAPE & PLANTING PLAN
37 OF SHEETS
SHEET NO.

DRAWING NO.

ENGINEERING DIVISION JOB NO.

APPROVAL

CHECKED BY

DRAWN BY

FIELD BOOK

BY CHANGE

DATE STARTED

INSPECTOR

DATE COMPLETED

CONTRACTOR

CONSTRUCTION RECORD
DATE

AS BUILT

ENGINEER OF WORK
DATE

PLAN REVISION

CITY OF EL CAJON

PUBLIC WORKS DEPARTMENT

DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEERDATE
58 14619
PW3690

EL CAJON BOULEVARD STREETSCAPE
F:\ACTIVE A-I\El Cajon Streetscape CRA-201\EL CAJON STREETS AutoCAD\SP\Plot Sheets\El Cajon BLVD\1 Hardscape & Planting Plan.dwg Plot: Jose Rodriguez Date: 3/31/2022 10:56:43 AM ®
Signature
Renewal Date
Date
05/31/2023
BRAD
LENTS
- 5766
STATE
O
F
CA
L

IFORNIA

L ICENSED LANDSCAPE

ARCHITECT
03/20/2022
N

HARDSCAPE PAVINGDETAIL

ROCK & BOULDERSDETAIL

WALLS & CURBSDETAIL

SITE FURNISHINGSDETAIL

BY OTHERSDETAIL

HARDSCAPE LEGEND
SYMBOL
MATCHLINE SEE SHEET 38
3/20/2022
05/26/2026
C8

Page 437 of 549 ends

PARKING
NO

PARKING
EL CAJON BLVD.

JOHNSON AVE.

PALM AVE.

PLANT LEGEND
OTHER

HARDSCAPE & PLANTING PLAN
38 OF SHEETS
SHEET NO.

DRAWING NO.

ENGINEERING DIVISION JOB NO.

APPROVAL

CHECKED BY

DRAWN BY

FIELD BOOK

BY CHANGE

DATE STARTED

INSPECTOR

DATE COMPLETED

CONTRACTOR

CONSTRUCTION RECORD
DATE

AS BUILT

ENGINEER OF WORK
DATE

PLAN REVISION

CITY OF EL CAJON

PUBLIC WORKS DEPARTMENT

DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEERDATE
58 14619
PW3690

EL CAJON BOULEVARD STREETSCAPE
F:\ACTIVE A-I\El Cajon Streetscape CRA-201\EL CAJON STREETS AutoCAD\SP\Plot Sheets\El Cajon BLVD\2 Hardscape & Planting Plan.dwg Plot: Jose Rodriguez Date: 3/31/2022 10:56:56 AM ®
Signature
Renewal Date
Date
05/31/2023
BRAD
LENTS
- 5766
STATE
O
F
CA
L

IFORNIA

L ICENSED LANDSCAPE

ARCHITECT
03/20/2022
N

HARDSCAPE PAVINGDETAIL

HARDSCAPE LEGEND
SYMBOL
MATCHLINE SEE SHEET 39
MATCHLINE SEE SHEET 37

MATCHLINE SEE SHEET
40 ROCK & BOULDERSDETAIL

WALLS & CURBSDETAIL

SITE FURNISHINGSDETAIL

BY OTHERSDETAIL
3/20/2022
05/26/2026
C8

Page 438 of 549 ends

EL CAJON BLVD.

PLANT LEGEND
OTHER

HARDSCAPE & PLANTING PLAN
39 OF SHEETS
SHEET NO.

DRAWING NO.

ENGINEERING DIVISION JOB NO.

APPROVAL

CHECKED BY

DRAWN BY

FIELD BOOK

BY CHANGE

DATE STARTED

INSPECTOR

DATE COMPLETED

CONTRACTOR

CONSTRUCTION RECORD
DATE

AS BUILT

ENGINEER OF WORK
DATE

PLAN REVISION

CITY OF EL CAJON

PUBLIC WORKS DEPARTMENT

DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEERDATE
58 14619
PW3690

EL CAJON BOULEVARD STREETSCAPE
F:\ACTIVE A-I\El Cajon Streetscape CRA-201\EL CAJON STREETS AutoCAD\SP\Plot Sheets\El Cajon BLVD\3 Hardscape & Planting Plan.dwg Plot: Jose Rodriguez Date: 3/31/2022 10:57:10 AM ®
Signature
Renewal Date
Date
05/31/2023
BRAD
LENTS
- 5766
STATE
O
F
CA
L

IFORNIA

L ICENSED LANDSCAPE

ARCHITECT
03/20/2022
N
MATCHLINE SEE SHEET 38

HARDSCAPE PAVINGDETAIL

ROCK & BOULDERSDETAIL

WALLS & CURBSDETAIL

SITE FURNISHINGSDETAIL

BY OTHERSDETAIL

HARDSCAPE LEGEND
SYMBOL
3/20/2022
05/26/2026
C8

Page 439 of 549 ends

PALM AVE.

RICHARDSON AVE.

RICHFIELD AVE.

PLANT LEGEND
OTHER

HARDSCAPE & PLANTING PLAN
40 OF SHEETS
SHEET NO.

DRAWING NO.

ENGINEERING DIVISION JOB NO.

APPROVAL

CHECKED BY

DRAWN BY

FIELD BOOK

BY CHANGE

DATE STARTED

INSPECTOR

DATE COMPLETED

CONTRACTOR

CONSTRUCTION RECORD
DATE

AS BUILT

ENGINEER OF WORK
DATE

PLAN REVISION

CITY OF EL CAJON

PUBLIC WORKS DEPARTMENT

DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEERDATE
58 14619
PW3690

EL CAJON BOULEVARD STREETSCAPE
F:\ACTIVE A-I\El Cajon Streetscape CRA-201\EL CAJON STREETS AutoCAD\SP\Plot Sheets\El Cajon BLVD\4 Hardscape & Planting Plan.dwg Plot: Jose Rodriguez Date: 3/31/2022 10:57:27 AM ®
Signature
Renewal Date
Date
05/31/2023
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03/20/2022
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MATCHLINE SEE SHEET 38
MATCHLINE SEE SHEET 41

HARDSCAPE PAVINGDETAIL

ROCK & BOULDERSDETAIL

WALLS & CURBSDETAIL

SITE FURNISHINGSDETAIL

BY OTHERSDETAIL

HARDSCAPE LEGEND
SYMBOL
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PALM AVE.

RICHFIELD AVE.

MILLAR AVE.

PALM AVE.

S MARSHALL AVE.

PLANT LEGEND
OTHER

HARDSCAPE & PLANTING PLAN
41 OF SHEETS
SHEET NO.

DRAWING NO.

ENGINEERING DIVISION JOB NO.

APPROVAL

CHECKED BY

DRAWN BY

FIELD BOOK

BY CHANGE

DATE STARTED

INSPECTOR

DATE COMPLETED

CONTRACTOR

CONSTRUCTION RECORD
DATE

AS BUILT

ENGINEER OF WORK
DATE

PLAN REVISION

CITY OF EL CAJON

PUBLIC WORKS DEPARTMENT

DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEERDATE
58 14619
PW3690

EL CAJON BOULEVARD STREETSCAPE
F:\ACTIVE A-I\El Cajon Streetscape CRA-201\EL CAJON STREETS AutoCAD\SP\Plot Sheets\El Cajon BLVD\5 Hardscape & Planting Plan.dwg Plot: Jose Rodriguez Date: 3/31/2022 10:57:43 AM ®
Signature
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Date
05/31/2023
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HARDSCAPE PAVINGDETAIL

ROCK & BOULDERSDETAIL

WALLS & CURBSDETAIL

HARDSCAPE LEGEND
SYMBOL
MATCHLINE SEE SHEET 40

MATCHLINE SEE BELOW

MATCHLINE SEE ABOVE

SITE FURNISHINGSDETAIL

BY OTHERSDETAIL
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PLANT LEGEND
OTHER

HARDSCAPE & PLANTING LEGEND
42 OF SHEETS
SHEET NO.

DRAWING NO.

ENGINEERING DIVISION JOB NO.

APPROVAL

CHECKED BY

DRAWN BY

FIELD BOOK

BY CHANGE

DATE STARTED

INSPECTOR

DATE COMPLETED

CONTRACTOR

CONSTRUCTION RECORD
DATE

AS BUILT

ENGINEER OF WORK
DATE

PLAN REVISION

CITY OF EL CAJON

PUBLIC WORKS DEPARTMENT

DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEERDATE
58 14619
PW3690

EL CAJON BOULEVARD STREETSCAPE
F:\ACTIVE A-I\El Cajon Streetscape CRA-201\EL CAJON STREETS AutoCAD\SP\Plot Sheets\El Cajon BLVD\6 Hardscape & Planting Legend.dwg Plot: Jose Rodriguez Date: 3/31/2022 10:57:54 AM ®
Signature
Renewal Date
Date
05/31/2023
BRAD
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ARCHITECT
03/20/2022

HARDSCAPE PAVINGDETAIL DESCRIPTIONMANUFACTURER/

SUPPLIERMODELCOLOR/ FINISHSPECIFICATION

ROCK & BOULDERSDETAIL DESCRIPTIONMANUFACTURER/

SUPPLIERMODELFINISH/COLORSPECIFICATION

WALLS & CURBSDETAIL DESCRIPTIONMANUFACTURER/

SUPPLIERMODELCOLOR/ FINISHSPECIFICATION

SITE FURNISHINGSDETAIL DESCRIPTIONMANUFACTURER/

SUPPLIERMODELFINISH/COLORSPECIFICATION

BY OTHERSDETAIL

HARDSCAPE LEGEND
SYMBOL
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STANDARD CONDITIONTHICKENED EDGE CONDITION

EXPANSION JOINT
1ST POUR2ND POUR

SAWCUT JOINT

COLD JOINT
1ST POUR2ND POUR

SECTION AT MOWCURBSECTION AT RAISED CURB

PLAN - TYPICAL CORNER CONDITION

SECTION AT RETAINING CONDITION

HARDSCAPE DETAILS
43 OF SHEETS
SHEET NO.

DRAWING NO.

ENGINEERING DIVISION JOB NO.

APPROVAL

CHECKED BY

DRAWN BY

FIELD BOOK

BY CHANGE

DATE STARTED

INSPECTOR

DATE COMPLETED

CONTRACTOR

CONSTRUCTION RECORD
DATE

AS BUILT

ENGINEER OF WORK
DATE

PLAN REVISION

CITY OF EL CAJON

PUBLIC WORKS DEPARTMENT

DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEERDATE
58 14619
PW3690

EL CAJON BOULEVARD STREETSCAPE
F:\ACTIVE A-I\El Cajon Streetscape CRA-201\EL CAJON STREETS AutoCAD\SP\Plot Sheets\El Cajon BLVD\7 Hardscape Details.dwg Plot: Jose Rodriguez Date: 3/31/2022 10:58:05 AM ®
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05/31/2023
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03/20/2022
1 CONCRETE PAVING2 CONCRETE JOINTS
5 C.I.P. SEAT WALL
3 PRECAST CONCRETE PAVER AND EDGING
4 6'' RAISED CONCRETE CURB6 STAMPED CONCRETE PATTERN (FOR CONCRETE PAVING TYPE 1 ONLY) 3/20/2022
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FRONT VIEW ELEVATION

SIDE VIEW ELEVATION FOOTING SECTION IN PAVERS
SECTION @ PRECAST CONCRETE PAVERS
CONDITION @ CONCRETE PAVINGCONDITION @ CONCRETE PAVERSPLAN - TYPICAL LAYOUT (NTS)

SECTION

HARDSCAPE DETAILS
44 OF SHEETS
SHEET NO.

DRAWING NO.

ENGINEERING DIVISION JOB NO.

APPROVAL

CHECKED BY

DRAWN BY

FIELD BOOK

BY CHANGE

DATE STARTED

INSPECTOR

DATE COMPLETED

CONTRACTOR

CONSTRUCTION RECORD
DATE

AS BUILT

ENGINEER OF WORK
DATE

PLAN REVISION

CITY OF EL CAJON

PUBLIC WORKS DEPARTMENT

DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEERDATE
58 14619
PW3690

EL CAJON BOULEVARD STREETSCAPE
F:\ACTIVE A-I\El Cajon Streetscape CRA-201\EL CAJON STREETS AutoCAD\SP\Plot Sheets\El Cajon BLVD\8 Hardscape Details.dwg Plot: Jose Rodriguez Date: 3/31/2022 10:58:16 AM ®
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Date
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4 TRASH & RECYCLING RECEPTACLES 3 SURFACE MOUNTED BENCH 2 EMBED MOUNTED PICNIC TABLE
5 BOULDER
1 CROSSWALK PATTERN
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PLAN VIEW

SECTION

SECTION
PLAN
PLAN

SECTION

SECTION AT FLAT AREASSECTION AT SLOPE PLANTING

PLAN VIEW

PLANTING DETAILS
45 OF SHEETS
SHEET NO.

DRAWING NO.

ENGINEERING DIVISION JOB NO.

APPROVAL

CHECKED BY

DRAWN BY

FIELD BOOK

BY CHANGE

DATE STARTED

INSPECTOR

DATE COMPLETED

CONTRACTOR

CONSTRUCTION RECORD
DATE

AS BUILT

ENGINEER OF WORK
DATE

PLAN REVISION

CITY OF EL CAJON

PUBLIC WORKS DEPARTMENT

DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEERDATE
58 14619
PW3690

EL CAJON BOULEVARD STREETSCAPE
F:\ACTIVE A-I\El Cajon Streetscape CRA-201\EL CAJON STREETS AutoCAD\SP\Plot Sheets\El Cajon BLVD\9 Planting Details.dwg Plot: Jose Rodriguez Date: 3/31/2022 10:58:23 AM ®
Signature
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1 TREE PLANTING - LEVEL2 ROOTBARRIER
4 SHRUB PLANTING - LEVEL
3 GROUNDCOVER
5 PLANTING SPACING OFFSET
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EL CAJON BLVD.

CHAMBERLAIN ST.RICHFIELD AVE.C311"DT12.80.70301,754HZ21,450'TUBING C231"DT14.60.70301,990HZ21,650'TUBINGC241"TB11.01.0030N/AHZ3C251"TB11.01.0030N/AHZ4 C301"TB11.01.0030N/AHZ4
1"1"1"1"11/4"11/4"1"1"1"1"1"1"1"3/4"3/4"3/4"3/4"1"3/4"3/4"3/4" 11/4"1"3/4"11/4"1"1"1"1"1" 1" 11/4"1" 1"1"1"1"1"1"11/4"1" 1"1"1"3/4"3/4"
1"11/2"11/2"11/2"
11/2"11/2"11/2"
1"1"1"1" 1"1"
1"1"11/4" F

FFFFFFFF
FFF
FFFFF

FF FF CX F
F
FFF F
FFC8EXSTEXSTEXSTEXSTEXSTEXSTEXSTC9EXSTEXSTEXSTEXSTEXSTEXSTEXSTC10EXSTEXSTEXSTEXSTEXSTEXSTEXST C281"DT14.90.70302,038HZ21,690'TUBING C271"DT8.80.70301,203HZ21,000'TUBINGC261"DT4.40.7030591HZ1490'TUBING IRRIGATION PLANOF SHEETSSHEET NO.DRAWING NO.ENGINEERING DIVISION JOB NO.APPROVALCHECKED BYDRAWN BYDESIGNED BYFIELD BOOKBYCHANGEDATE STARTEDINSPECTORDATE COMPLETEDCONTRACTORCONSTRUCTION RECORDDATEAS BUILTENGINEER OF WORKDATEPLAN REVISIONCITY OF EL CAJONPUBLIC WORKS DEPARTMENT DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEERDATE5814619PW3690EL CAJON BOULEVARD STREETSCAPE D:\Dropbox (Sweeney & Associates)\Drawings - Orange County\SPURLOCK\EL CAJON STREETSCAPE - ECB - ROUNDABOUT IMPROVEMENTS\46-53 Irrigation Plan.dwg Plot: GWymer Date: 3/9/2022 3:59:33 PM ®
N
MATCHLINE SEE SHEET 47
NOTE A:THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATIONEQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY. THE ACTUAL LOCATIONOF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND AMINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL.NOTE B:CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANYVERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE, INCLUDING BUT NOTLIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC. WHEN A SLIGHT RELOCATIONOF THE HEAD IS NOT SUFFICIENT TO CLEAR THE OBSTACLE, OR IF IT NEGATIVELYAFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONEHEAD ON EITHER SIDE OF THE OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALLHAVE ARC PATTERNS THAT ADD UP TO THE ORIGINAL ARC PATTERN OF THE HEADINDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY ALL HEAD LAYOUT WITHOWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK.NOTE C:THESE PLANS ARE DIAGRAMMATIC, TREE BUBBLERS AND LATERAL LINES ARE SHOWNWITHIN THE PAVING FOR CLARITY ONLY, THE ACTUAL LOCATIONS SHALL BE WITHIN THEPLANTER. THE TREE BUBBLERS SHALL BE ALIGNED WITH TREES AS SHOWN ON THEPLANTING PLANS, AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. THECONTRACTOR SHALL CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZEDREPRESENTATIVE PRIOR TO STARTING WORK.NOTE D:AS BUILT DRAWINGS WERE NOT AVAILABLE DURING THE PRODUCTION OF THESEIRRIGATION DRAWINGS. EXACT MAINLINE AND WIRE ROUTING THROUGHOUT THE SITEIS UNKNOWN AND THE RECONNECTION LOCATIONS SHOWN ON THE PLAN AREASSUMPTIONS MADE BY THE DESIGNER BASED ON THE EXISTING IRRIGATION VALVELOCATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE THE EXACTMAINLINE AND WIRE RECONNECTION LOCATIONS IN THE FIELD AND ENSURE ALLEXISTING VALVES LOCATED INSIDE AND OUTSIDE THE LIMIT OF WORK REMAINCONNECTED TO THE IRRIGATION SUPPLY LINE AND CONTROL WIRES FOR FUTURE USE.PRIOR TO THE DEMOLITION PHASE, IT IS REQUIRED THE CONTRACTOR TURN-ON EACHIRRIGATION CONTROL VALVE WITHIN THE SCOPE OF WORK AND ADJACENT TO THESCOPE OF WORK AND DOCUMENT EACH AREA BEING SERVED BY THESE EXISTINGVALVES. ALL EXISTING "PROTECTED-IN-PLACE" IRRIGATION WILL NEED TO REMAINCONNECTED TO THEIR VALVES AND REMAIN WIRED TO THE CONTROLLER FORCONTINUED FUTURE OPERATION. ALL EXISTING VALVES WIRED BACK TO THEIREXISTING CONTROLLERS WILL NEED TO REMAIN WIRED TO SAID CONTROLLERS.CONTRACTOR SHALL USE THE EXISTING CONTROL WIRES FOR ALL EXISTING VALVESBEING REPLACED WITH NEW REMOTE CONTROL VALVE ASSEMBLIES. ANY MAINLINE ORWIRES DAMAGED DURING DEMO/CONSTRUCTION WILL NEED TO BE REPLACED WITHNEW AND RECONNECTED FOR CONTINUED FUTURE OPERATION OF THE EXISTING ANDNEWLY DESIGNED IRRIGATION SYSTEM.NOTE E:THREE FOOT MINIMUM SEPARATION OF UNDISTURBED SOIL REQUIRED BETWEEN NEWPRESSURIZED IRRIGATION MAINLINES AND EXISTING GAS LINES. ONE FOOT MINIMUMHORIZONTAL SEPARATION REQUIRED BETWEEN NEW IRRIGATION EQUIPMENT ANDEXISTING GAS MAINLINE(S). CONTRACTOR MUST FIELD VERIFY EXISTING GAS SERVICEAND GAS MAINLINE PRIOR TO STARTING WORKNOTE F:WATER CROSSINGS SHALL BE PERPENDICULAR AND IRRIGATION LINES SHALL BEOFFSET A MINIMUM OF FIVE FEET FROM WATER MAINSI HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES ANDAPPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THEIRRIGATION DESIGN PLAN EXISTING REMOTE CONTROL VALVES C8,C9, & C10 TO BE WIRED TO NEWCALSENSE CONTROLLER "C"; SEE SHEET#47 FOR NEW CONTROLLER "C" LOCATIONEXISTING 12-STATION HUNTER PRO-CCONTROLLER TO BE REMOVED ANDTURNED OVER TO THE CITY.EXISTING IRRIGATION CONNECTED TO EXISTINGVALVES C8, C9 & C10 TO REMAIN; PROTECT-IN-PLACE 46 SignatureRenewal DateDate05/31/2023BRAD LENTS - 5766STATE OF CALIFORNIALICENSED LANDSCAPE ARCHITECT03/20/2022 3/20/2022

EL CAJON BLVD.

JOHNSON AVE.

PALM AVE.

C111"DT3.10.7030418HZ1350'TUBINGC51"DT13.00.70301,771HZ21,470'TUBINGC71"DT7.30.70301,004HZ2830'TUBINGC41"DT13.80.70301,887HZ21,560'TUBINGC31"DT13.50.70301,853HZ21,530'TUBINGC11"DT14.60.70301,993HZ21,650'TUBING B31"DT12.60.70301,721HZ21,430'TUBINGB71"DT14.60.70301,997HZ21,650'TUBING B41"DT13.30.70301,824HZ21,510'TUBING
C21"TB2.01.0030N/AHZ3
C61"TB2.01.0030N/AHZ43/4"
1"
3/4"1"1"3/4"11/4"11/4"11/4"
1"11/4"11/4"1"11/4"1"1"
1"1"1"1"1"1"11/4"1"1"1"1"1"1"11/4"
11/2"11/2"11/2"11/2"11/2" 11/2"11/2"11/2"11/2"11/2"
11/2" 11/2"
11/2"
11/2"
R C291"DT12.10.70301,655HZ21,370'TUBING
C221"DT9.50.70301,294HZ11,070'TUBINGC201"DT3.90.7030522HZ2440'TUBINGC191"DT12.10.70301,658HZ11,370'TUBING C171"DT16.10.70302,193HZ11,820'TUBING
C211"TB7.01.0030N/AHZ3
C181"TB2.01.0030N/AHZ3
3/4"3/4" 1"1"1"1"3/4"3/4"3/4"1"1"1"1"1"
1"1"1"
11/4"11/4"
11/4"1"3/4" 1"1" 1"1"11/4"11/4"
11/2"11/2"11/2"11/2"11/2"11/2" 11/2"
11/2"1" 1"
11/2"
1"

CX FFFFF
FF
F
FF
FF

F F FFF
F
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xMxBxFxVxPVCE
FFF
F FFF

FF FFFFFF
FF F
MBVF xB
IRRIGATION PLANOF SHEETSSHEET NO.DRAWING NO.ENGINEERING DIVISION JOB NO.APPROVALCHECKED BYDRAWN BYDESIGNED BYFIELD BOOKBYCHANGEDATE STARTEDINSPECTORDATE COMPLETEDCONTRACTORCONSTRUCTION RECORDDATEAS BUILTENGINEER OF WORKDATEPLAN REVISIONCITY OF EL CAJONPUBLIC WORKS DEPARTMENT DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEERDATE5814619PW3690EL CAJON BOULEVARD STREETSCAPE D:\Dropbox (Sweeney & Associates)\Drawings - Orange County\SPURLOCK\EL CAJON STREETSCAPE - ECB - ROUNDABOUT IMPROVEMENTS\46-53 Irrigation Plan.dwg Plot: GWymer Date: 3/9/2022 3:59:39 PM ®
N
MATCHLINE SEE SHEET 48
MATCHLINE SEE SHEET 46
MATCHLINE SEE SHEET 49
NOTE A:POINT OF CONNECTION (POC) #3 SHALL BE A 1" POTABLE (DOMESTIC) WATERIRRIGATION METER WITH 1" SERVICE LINE. THE CONTRACTOR SHALL VERIFY THEACTUAL LOCATION, WATER TYPE, METER SIZE AND WATER PRESSURE IN THE FIELDPRIOR TO STARTING WORK. MEASUREMENT OF THE STATIC (NO WATER MOVING)WATER PRESSURE IS ACCEPTABLE FOR POTABLE WATER SYSTEMS WHERE NO PUMPHAS BEEN INDICATED ON THESE PLANS. WHEN USING RECYCLED WATER, OR ONPOTABLE WATER SYSTEMS REQUIRING A PUMP, ONLY THE MEASUREMENT OF DYNAMIC(WATER MOVING THROUGH THE METER) WATER PRESSURE, SHALL BE ACCEPTABLE.THE DYNAMIC WATER PRESSURE SHALL BE MEASURED AT THE MAXIMUM SYSTEMDEMAND AS INDICATED BELOW. IF ANY OF THE POC INFORMATION SHOWN ON THESEDRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHEREDIN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATIONCONSULTANT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION ASSHOWN HEREIN, ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BETHE SOLE RESPONSIBILITY OF THE CONTRACTOR.WATER PRESSURE AT POC:100PSI(STATIC / DYNAMIC)DESIGN WATER PRESSURE:68.9PSIMAXIMUM SYSTEM DEMAND:16.1GPMPRESSURE BOOST REQUIRED:N/APSIRESIDUAL WATER PRESSURE:31.1PSINOTE B:CONTROLLER "C" SHALL BE OF THE BRAND, MODEL AND STATION SIZE AS INDICATED ONTHE IRRIGATION MATERIALS LEGEND. THE CONTROLLER SHALL BE INSTALLED IN THEAPPROXIMATE LOCATION SHOWN. THE CONTRACTOR SHALL COORDINATE THEREQUIRED ELECTRICAL POWER SUPPLY AT THIS LOCATION WITH THE OWNER'SAUTHORIZED REPRESENTATIVE. FINAL LOCATION OF CONTROLLER AND ELECTRICALPOINT OF CONNECTION SHALL BE CONFIRMED WITH OWNER'S AUTHORIZEDREPRESENTATIVE PRIOR TO STARTING WORK.NOTE C:THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATIONEQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY. THE ACTUAL LOCATIONOF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND AMINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL.

IRRIGATION POINT OF CONNECTION #3;REFER TO NOTE "A"
IRRIGATION CONTROLLER "C";REFER TO NOTE "B"

I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES ANDAPPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THEIRRIGATION DESIGN PLAN NOTE D:CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANYVERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE, INCLUDING BUT NOTLIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC. WHEN A SLIGHT RELOCATIONOF THE HEAD IS NOT SUFFICIENT TO CLEAR THE OBSTACLE, OR IF IT NEGATIVELYAFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONEHEAD ON EITHER SIDE OF THE OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALLHAVE ARC PATTERNS THAT ADD UP TO THE ORIGINAL ARC PATTERN OF THE HEADINDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY ALL HEAD LAYOUT WITHOWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK.NOTE E:THESE PLANS ARE DIAGRAMMATIC, TREE BUBBLERS AND LATERAL LINES ARE SHOWNWITHIN THE PAVING FOR CLARITY ONLY, THE ACTUAL LOCATIONS SHALL BE WITHIN THEPLANTER. THE TREE BUBBLERS SHALL BE ALIGNED WITH TREES AS SHOWN ON THEPLANTING PLANS, AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. THECONTRACTOR SHALL CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZEDREPRESENTATIVE PRIOR TO STARTING WORK.NOTE F:AS BUILT DRAWINGS WERE NOT AVAILABLE DURING THE PRODUCTION OF THESEIRRIGATION DRAWINGS. EXACT MAINLINE AND WIRE ROUTING THROUGHOUT THE SITE ISUNKNOWN AND THE RECONNECTION LOCATIONS SHOWN ON THE PLAN AREASSUMPTIONS MADE BY THE DESIGNER BASED ON THE EXISTING IRRIGATION VALVELOCATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE THE EXACT MAINLINEAND WIRE RECONNECTION LOCATIONS IN THE FIELD AND ENSURE ALL EXISTING VALVESLOCATED INSIDE AND OUTSIDE THE LIMIT OF WORK REMAIN CONNECTED TO THEIRRIGATION SUPPLY LINE AND CONTROL WIRES FOR FUTURE USE.NOTE G:THREE FOOT MINIMUM SEPARATION OF UNDISTURBED SOIL REQUIRED BETWEEN NEWPRESSURIZED IRRIGATION MAINLINES AND EXISTING GAS LINES. ONE FOOT MINIMUMHORIZONTAL SEPARATION REQUIRED BETWEEN NEW IRRIGATION EQUIPMENT ANDEXISTING GAS MAINLINE(S). CONTRACTOR MUST FIELD VERIFY EXISTING GAS SERVICEAND GAS MAINLINE PRIOR TO STARTING WORKNOTE H:WATER CROSSINGS SHALL BE PERPENDICULAR AND IRRIGATION LINES SHALL BEOFFSET A MINIMUM OF FIVE FEET FROM WATER MAINS EXISTING 24-STATION CALSENSE IRRIGATION CONTROLLER"B". CONTRACTOR SHALL ENSURE THE NINE (9) EXISTINGREMOTE CONTROL VALVES (CURRENTLY OPERATING THEMEDIAN IRRIGATION NORTH OF THE LIMIT OF WORK) AREREMAIN WIRED TO THIS EXISTING CONTROLLER FORFUTURE OPERATION. REFER TO EXISTING IRRIGATIONNOTES AND NOTE F.

CONNECT TO EXISTING IRRIGATIONMAINLINE AT THIS APPROXIMATE LOCATION;REFER TO EXISTING IRRIGATION NOTES ONSHEET 46EXISTING IRRIGATION CONNECTED TO EXISTINGVALVES C8, C9, & C10 WITHIN THIS ISLAND TOBE PROTECTED-IN-PLACE. PATCH AND REPAIRAS NEEDED TO BRING TO LIKE NEW MANNER. 47 PRIOR TO THE DEMOLITION PHASE, IT IS REQUIRED THE CONTRACTOR TURN-ON EACHIRRIGATION CONTROL VALVE WITHIN THE SCOPE OF WORK AND ADJACENT TO THESCOPE OF WORK AND DOCUMENT EACH AREA BEING SERVED BY THESE EXISTINGVALVES. ALL EXISTING "PROTECTED-IN-PLACE" IRRIGATION WILL NEED TO REMAINCONNECTED TO THEIR VALVES AND REMAIN WIRED TO THE CONTROLLER FORCONTINUED FUTURE OPERATION. ALL EXISTING VALVES WIRED BACK TO THEIREXISTING CONTROLLERS WILL NEED TO REMAIN WIRED TO SAID CONTROLLERS.CONTRACTOR SHALL USE THE EXISTING CONTROL WIRES FOR ALL EXISTING VALVESBEING REPLACED WITH NEW REMOTE CONTROL VALVE ASSEMBLIES. ANY MAINLINE ORWIRES DAMAGED DURING DEMO/CONSTRUCTION WILL NEED TO BE REPLACED WITHNEW AND RECONNECTED FOR CONTINUED FUTURE OPERATION OF THE EXISTING ANDNEWLY DESIGNED IRRIGATION SYSTEM.

EXISTING IRRIGATION WATER METER,BACKFLOW, PRESSURE REGULATOR,MASTER VALVE AND FLOW SENSORTO BE DEMOLISHED SignatureRenewal DateDate05/31/2023BRAD LENTS - 5766STATE OF CALIFORNIALICENSED LANDSCAPE ARCHITECT03/20/2022 3/20/2022

EL CAJON BLVD.

B11"DT16.30.70302,223HZ21,840'TUBING
B101"DT14.70.70302,002HZ21,660'TUBINGB81"DT5.50.7030746HZ2620'TUBING B61"DT12.40.70301,691HZ11,400'TUBING
B91"TB8.01.0030N/AHZ4
B21"TB7.01.0030N/AHZ4
B51"TB2.01.0030N/AHZ3
3/4"1"3/4"1"1"11/4"11/4"3/4"1"1"1"11/4"1"1"1"1"11/4"3/4"3/4"3/4"1" 11/2"11/2"11/2"11/2" 11/2"11/2"11/2"xMxBxFxPVxV
FFFFFF
F
F
FFxB
IRRIGATION PLANOF SHEETSSHEET NO.DRAWING NO.ENGINEERING DIVISION JOB NO.APPROVALCHECKED BYDRAWN BYDESIGNED BYFIELD BOOKBYCHANGEDATE STARTEDINSPECTORDATE COMPLETEDCONTRACTORCONSTRUCTION RECORDDATEAS BUILTENGINEER OF WORKDATEPLAN REVISIONCITY OF EL CAJONPUBLIC WORKS DEPARTMENT DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEERDATE5814619PW3690EL CAJON BOULEVARD STREETSCAPE D:\Dropbox (Sweeney & Associates)\Drawings - Orange County\SPURLOCK\EL CAJON STREETSCAPE - ECB - ROUNDABOUT IMPROVEMENTS\46-53 Irrigation Plan.dwg Plot: GWymer Date: 3/9/2022 3:59:43 PM ®
N
MATCHLINE SEE SHEET 47
NOTE A:POINT OF CONNECTION (POC) #2 SHALL BE A 1" EXISTING DOMESTIC WATER IRRIGATIONMETER, BACKFLOW, MASTER VALVE, FLOW SENSOR, PRESSURE REGULATOR ANDSHUT-OFF VALVE TO BE PROTECTED IN PLACE FOR CONTINUED FUTURE OPERATION.THE CONTRACTOR SHALL VERIFY THE ACTUAL LOCATION, WATER TYPE, METER SIZEAND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. MEASUREMENT OFTHE STATIC (NO WATER MOVING) WATER PRESSURE IS ACCEPTABLE FOR POTABLEWATER SYSTEMS WHERE NO PUMP HAS BEEN INDICATED ON THESE PLANS. WHENUSING RECYCLED WATER, OR ON POTABLE WATER SYSTEMS REQUIRING A PUMP, ONLYTHE MEASUREMENT OF DYNAMIC (WATER MOVING THROUGH THE METER) WATERPRESSURE, SHALL BE ACCEPTABLE. THE DYNAMIC WATER PRESSURE SHALL BEMEASURED AT THE MAXIMUM SYSTEM DEMAND AS INDICATED BELOW. IF ANY OF THEPOC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THEACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THELANDSCAPE ARCHITECT AND IRRIGATION CONSULTANT. SHOULD THE CONTRACTORFAIL TO VERIFY THE POC INFORMATION AS SHOWN HEREIN, ANY CHANGES REQUIREDBY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THECONTRACTOR.WATER PRESSURE AT POC:100PSI(STATIC / DYNAMIC)DESIGN WATER PRESSURE:61.3PSIMAXIMUM SYSTEM DEMAND:16.2GPMPRESSURE BOOST REQUIRED:N/APSIRESIDUAL WATER PRESSURE:38.7PSINOTE B:THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATIONEQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY. THE ACTUAL LOCATIONOF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND AMINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL.NOTE C:CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANYVERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE, INCLUDING BUT NOTLIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC. WHEN A SLIGHT RELOCATIONOF THE HEAD IS NOT SUFFICIENT TO CLEAR THE OBSTACLE, OR IF IT NEGATIVELYAFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONEHEAD ON EITHER SIDE OF THE OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALLHAVE ARC PATTERNS THAT ADD UP TO THE ORIGINAL ARC PATTERN OF THE HEADINDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY ALL HEAD LAYOUT WITHOWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK.NOTE D:THESE PLANS ARE DIAGRAMMATIC, TREE BUBBLERS AND LATERAL LINES ARE SHOWNWITHIN THE PAVING FOR CLARITY ONLY, THE ACTUAL LOCATIONS SHALL BE WITHIN THEPLANTER. THE TREE BUBBLERS SHALL BE ALIGNED WITH TREES AS SHOWN ON THEPLANTING PLANS, AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. THECONTRACTOR SHALL CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZEDREPRESENTATIVE PRIOR TO STARTING WORK.I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES ANDAPPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THEIRRIGATION DESIGN PLAN NOTE 1:CONTRACTOR SHALL MAINTAIN EXISTING MAINLINES IN WORKING ORDER.COORDINATE ALL INTERRUPTIONS OF OPERATION OF THE EXISTING IRRIGATIONTO A MINIMUM. COORDINATE ALL INTERRUPTIONS WITH THE OWNER'SREPRESENTATIVE.NOTE 2:CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING IRRIGATIONEQUIPMENT DAMAGED DURING CONSTRUCTION AND IF DAMAGED, SHALLREPLACE WITH SAME MANUFACTURER AND MODEL.NOTE 3:ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO EXISTINGCONTROLLER SHALL BE RECONNECTED TO EXISTING CONTROLLER. CONFIRMPROPER CONTROLLER OPERATION AND INSTALLATION WITH OWNER'SAUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK AND UPONCOMPLETION OF WORK.NOTE 4:CONTRACTOR SHALL CONFIRM THE EXISTING CONTROLLER MAKE AND MODELAND SHALL CONFIRM THAT SAID CONTROLLER HAS ADEQUATE OPEN STATIONSTO OPERATE ANY ADJUSTED AND ALL PROPOSED IRRIGATION SYSTEMMODIFICATIONS. NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE SHOULD ANYDISCREPANCIES BE NOTED.NOTE 5:CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION/REROUTINGOF ALL ADJACENT IRRIGATION SYSTEM EQUIPMENT THAT IS AFFECTED BY NEWCONSTRUCTION IMPROVEMENTS. CONTRACTOR SHALL REPAIR SAID SYSTEMSTO A LIKE NEW MANNER, PROVIDING NO LESS THAN 100% OF HEAD RADIUSCOVERAGE IN ALL AREAS WITH SYSTEM LAYOUT AS APPROVED BY OWNER'SAUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONFIRM ALL AREASREQUIRING MODIFICATION WITH OWNER'S AUTHORIZED REPRESENTATIVEPRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK.NOTE 6:CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL ANDDISPOSAL OF ALL EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE NEWCONSTRUCTION IMPROVEMENTS, IF NECESSARY. CONTRACTOR SHALL VERIFYALL EQUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO BIDDINGWORK AND PRIOR TO COMMENCING WORK.NOTE 7:CONTRACTOR SHALL FIELD VERIFY DEPTH AND LOCATION OF ALL EXISTINGUTILITIES PRIOR TO BIDDING WORK AND AGAIN PRIOR TO COMMENCING WORK.VERIFICATION SHALL BE DOCUMENTED AND DELIVERED TO OWNER'SREPRESENTATIVE.NOTE 8:CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ALL SCH. 40PVC SLEEVING UNDER PAVING, WALLS AND CURBS AT NO LESS THAN 24" BELOWGRADE AND NO LESS THAN 2X DIAMETER OF IRRIGATION PIPE IN AREAS WHEREPIPE CROSSING WILL OCCUR. WHEN PIPE SIZE IS NOT AVAILABLE USE 6"SLEEVING MATERIAL. CONFIRM CROSSINGS WITH OWNER'S REPRESENTATIVEPRIOR TO PAVING AND HARDSCAPE CONSTRUCTION.NOTE 9:EXISTING IRRIGATION IN THIS AREA SHALL BE PROTECTED IN PLACE FORCONTINUED USE. CONTRACTOR SHALL VERIFY THE EXTENT OF THE EXISTINGSYSTEM AND MAKE ADJUSTMENTS TO CAP OFF OR MODIFY THE EXITING SYSTEMTO MEET THE NEW LANDSCAPE CONDITION IF NECESSARY.NOTE 10:CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING WITHIN THEDRIPLINE OF EXISTING TREES. NO MECHANICAL TRENCHING WITHIN THEDRIPLINE OF THE EXISTING TREE WILL BE ALLOWED. CONTRACTOR SHALLREFER TO ARBORIST REPORT FOR ADDITIONAL PRECAUTIONS REQUIRED FORTHE EXISTING TREES. VERIFY ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZEDREPRESENTATIVE.NOTE 11:CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING EXISTING BACKFLOWDEVICE AND TESTING FOR PROPER OPERATION. SHOULD BACKFLOW DEVICE BEINOPERABLE OR NOT IN PLACE CONTRACTOR SHALL BE RESPONSIBLE FORREPAIR OR REPLACEMENT OF SAID BACKFLOW DEVICE. CONFIRM ANYDISCREPANCIES WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TOBIDDING WORK AND PRIOR TO COMMENCING WORK.NOTE 12:CONTRACTOR SHALL ADD CHECK VALVES AS NECESSARY TO PREVENT LOWHEAD DRAINAGE.

EXISTING IRRIGATION NOTES
IRRIGATION POINT OF CONNECTION #2;REFER TO NOTE "A"
CONNECT TO EXISTING IRRIGATIONMAINLINE AT THIS APPROXIMATE LOCATION;REFER TO EXISTING IRRIGATION NOTES NOTE E:AS BUILT DRAWINGS WERE NOT AVAILABLE DURING THE PRODUCTION OF THESEIRRIGATION DRAWINGS. EXACT MAINLINE AND WIRE ROUTING THROUGHOUT THE SITEIS UNKNOWN AND THE RECONNECTION LOCATIONS SHOWN ON THE PLAN AREASSUMPTIONS MADE BY THE DESIGNER BASED ON THE EXISTING IRRIGATION VALVELOCATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE THE EXACTMAINLINE AND WIRE RECONNECTION LOCATIONS IN THE FIELD AND ENSURE ALLEXISTING VALVES LOCATED INSIDE AND OUTSIDE THE LIMIT OF WORK REMAINCONNECTED TO THE IRRIGATION SUPPLY LINE AND CONTROL WIRES FOR FUTURE USE.PRIOR TO THE DEMOLITION PHASE, IT IS REQUIRED THE CONTRACTOR TURN-ON EACHIRRIGATION CONTROL VALVE WITHIN THE SCOPE OF WORK AND ADJACENT TO THESCOPE OF WORK AND DOCUMENT EACH AREA BEING SERVED BY THESE EXISTINGVALVES. ALL EXISTING "PROTECTED-IN-PLACE" IRRIGATION WILL NEED TO REMAINCONNECTED TO THEIR VALVES AND REMAIN WIRED TO THE CONTROLLER FORCONTINUED FUTURE OPERATION. ALL EXISTING VALVES WIRED BACK TO THEIREXISTING CONTROLLERS WILL NEED TO REMAIN WIRED TO SAID CONTROLLERS.CONTRACTOR SHALL USE THE EXISTING CONTROL WIRES FOR ALL EXISTING VALVESBEING REPLACED WITH NEW REMOTE CONTROL VALVE ASSEMBLIES. ANY MAINLINE ORWIRES DAMAGED DURING DEMO/CONSTRUCTION WILL NEED TO BE REPLACED WITHNEW AND RECONNECTED FOR CONTINUED FUTURE OPERATION OF THE EXISTING ANDNEWLY DESIGNED IRRIGATION SYSTEM.NOTE F:THREE FOOT MINIMUM SEPARATION OF UNDISTURBED SOIL REQUIRED BETWEEN NEWPRESSURIZED IRRIGATION MAINLINES AND EXISTING GAS LINES. ONE FOOT MINIMUMHORIZONTAL SEPARATION REQUIRED BETWEEN NEW IRRIGATION EQUIPMENT ANDEXISTING GAS MAINLINE(S). CONTRACTOR MUST FIELD VERIFY EXISTING GAS SERVICEAND GAS MAINLINE PRIOR TO STARTING WORKNOTE H:WATER CROSSINGS SHALL BE PERPENDICULAR AND IRRIGATION LINES SHALL BEOFFSET A MINIMUM OF FIVE FEET FROM WATER MAINS 48 SignatureRenewal DateDate05/31/2023BRAD LENTS - 5766STATE OF CALIFORNIALICENSED LANDSCAPE ARCHITECT03/20/2022 3/20/2022

TRENCH
PALM AVE.

RICHARDSON AVE.

RICHFIELD AVE.RICHFIELD AVE.C131"DT6.50.7030895HZ1740'TUBINGC121"TB15.01.0030N/AHZ4 1"1"1"1"1"3/4"1" 1" 3/4"1"1"11/4"1"11/2" 11/2"11/2"11/2"11/2"11/2"F F F F IRRIGATION PLANOF SHEETSSHEET NO.DRAWING NO.ENGINEERING DIVISION JOB NO.APPROVALCHECKED BYDRAWN BYDESIGNED BYFIELD BOOKBYCHANGEDATE STARTEDINSPECTORDATE COMPLETEDCONTRACTORCONSTRUCTION RECORDDATEAS BUILTENGINEER OF WORKDATEPLAN REVISIONCITY OF EL CAJONPUBLIC WORKS DEPARTMENT DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEERDATE5814619PW3690EL CAJON BOULEVARD STREETSCAPE D:\Dropbox (Sweeney & Associates)\Drawings - Orange County\SPURLOCK\EL CAJON STREETSCAPE - ECB - ROUNDABOUT IMPROVEMENTS\46-53 Irrigation Plan.dwg Plot: GWymer Date: 3/9/2022 3:59:49 PM ®
N
MATCHLINE SEE SHEET 47
MATCHLINE SEE SHEET 50 FRAME #1
NOTE A:THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATION EQUIPMENT ISSHOWN WITHIN THE PAVING FOR CLARITY ONLY. THE ACTUAL LOCATION OF MAINLINE ANDRELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND A MINIMUM OF 18" OFFADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL.NOTE B:CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICALOBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE, INCLUDING BUT NOT LIMITED TO LIGHTPOLES, FIRE HYDRANTS, TREES, ETC. WHEN A SLIGHT RELOCATION OF THE HEAD IS NOTSUFFICIENT TO CLEAR THE OBSTACLE, OR IF IT NEGATIVELY AFFECTS THE COVERAGE, ANADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONE HEAD ON EITHER SIDE OF THEOBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALL HAVE ARC PATTERNS THAT ADD UP TOTHE ORIGINAL ARC PATTERN OF THE HEAD INDICATED ON THE PLANS. THE CONTRACTOR SHALLVERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTINGWORK.NOTE C:THESE PLANS ARE DIAGRAMMATIC, TREE BUBBLERS AND LATERAL LINES ARE SHOWN WITHINTHE PAVING FOR CLARITY ONLY, THE ACTUAL LOCATIONS SHALL BE WITHIN THE PLANTER. THETREE BUBBLERS SHALL BE ALIGNED WITH TREES AS SHOWN ON THE PLANTING PLANS, AND ASDIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL CONFIRM ALLLAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK.NOTE D:AS BUILT DRAWINGS WERE NOT AVAILABLE DURING THE PRODUCTION OF THESE IRRIGATIONDRAWINGS. EXACT MAINLINE AND WIRE ROUTING THROUGHOUT THE SITE IS UNKNOWN ANDTHE RECONNECTION LOCATIONS SHOWN ON THE PLAN ARE ASSUMPTIONS MADE BY THEDESIGNER BASED ON THE EXISTING IRRIGATION VALVE LOCATIONS. IT IS THE CONTRACTOR'SRESPONSIBILITY TO LOCATE THE EXACT MAINLINE AND WIRE RECONNECTION LOCATIONS INTHE FIELD AND ENSURE ALL EXISTING VALVES LOCATED INSIDE AND OUTSIDE THE LIMIT OFWORK REMAIN CONNECTED TO THE IRRIGATION SUPPLY LINE AND CONTROL WIRES FORFUTURE USE.PRIOR TO THE DEMOLITION PHASE, IT IS REQUIRED THE CONTRACTOR TURN-ON EACHIRRIGATION CONTROL VALVE WITHIN THE SCOPE OF WORK AND ADJACENT TO THE SCOPE OFWORK AND DOCUMENT EACH AREA BEING SERVED BY THESE EXISTING VALVES. ALL EXISTING"PROTECTED-IN-PLACE" IRRIGATION WILL NEED TO REMAIN CONNECTED TO THEIR VALVES ANDREMAIN WIRED TO THE CONTROLLER FOR CONTINUED FUTURE OPERATION. ALL EXISTINGVALVES WIRED BACK TO THEIR EXISTING CONTROLLERS WILL NEED TO REMAIN WIRED TO SAIDCONTROLLERS. CONTRACTOR SHALL USE THE EXISTING CONTROL WIRES FOR ALL EXISTINGVALVES BEING REPLACED WITH NEW REMOTE CONTROL VALVE ASSEMBLIES. ANY MAINLINE ORWIRES DAMAGED DURING DEMO/CONSTRUCTION WILL NEED TO BE REPLACED WITH NEW ANDRECONNECTED FOR CONTINUED FUTURE OPERATION OF THE EXISTING AND NEWLY DESIGNEDIRRIGATION SYSTEM.NOTE E:THREE FOOT MINIMUM SEPARATION OF UNDISTURBED SOIL REQUIRED BETWEEN NEWPRESSURIZED IRRIGATION MAINLINES AND EXISTING GAS LINES. ONE FOOT MINIMUMHORIZONTAL SEPARATION REQUIRED BETWEEN NEW IRRIGATION EQUIPMENT AND EXISTINGGAS MAINLINE(S). CONTRACTOR MUST FIELD VERIFY EXISTING GAS SERVICE AND GAS MAINLINEPRIOR TO STARTING WORKNOTE F:WATER CROSSINGS SHALL BE PERPENDICULAR AND IRRIGATION LINES SHALL BE OFFSET AMINIMUM OF FIVE FEET FROM WATER MAINSI HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES ANDAPPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THEIRRIGATION DESIGN PLAN 49 SignatureRenewal DateDate05/31/2023BRAD LENTS - 5766STATE OF CALIFORNIALICENSED LANDSCAPE ARCHITECT03/20/2022 3/20/2022

PALM AVE.

RICHFIELD AVE.

MILLAR AVE.C141"DT6.80.7030927HZ1770'TUBINGC151"TB15.01.0030N/AHZ4 1"1"3/4"1"1"11/4"1" 1"1"1"1" 1"1"11/2"11/2"11/2"11/2"11/2"F F F F F PALM AVE.

S MARSHALL AVE.C161"DT5.80.7030797HZ1660'TUBING3/4"1"1"11/2" F IRRIGATION PLANOF SHEETSSHEET NO.DRAWING NO.ENGINEERING DIVISION JOB NO.APPROVALCHECKED BYDRAWN BYDESIGNED BYFIELD BOOKBYCHANGEDATE STARTEDINSPECTORDATE COMPLETEDCONTRACTORCONSTRUCTION RECORDDATEAS BUILTENGINEER OF WORKDATEPLAN REVISIONCITY OF EL CAJONPUBLIC WORKS DEPARTMENT DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEERDATE5814619PW3690EL CAJON BOULEVARD STREETSCAPE D:\Dropbox (Sweeney & Associates)\Drawings - Orange County\SPURLOCK\EL CAJON STREETSCAPE - ECB - ROUNDABOUT IMPROVEMENTS\46-53 Irrigation Plan.dwg Plot: GWymer Date: 3/9/2022 3:59:54 PM ®
NFRAME #1
NFRAME #2
MATCHLINE SEE SHEET 49
MATCHLINE SEE SHEET 50 FRAME #2
MATCHLINE SEE SHEET 50 FRAME #1
NOTE A:THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATIONEQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY. THE ACTUAL LOCATIONOF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND AMINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL.NOTE B:CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANYVERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE, INCLUDING BUT NOTLIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC. WHEN A SLIGHT RELOCATIONOF THE HEAD IS NOT SUFFICIENT TO CLEAR THE OBSTACLE, OR IF IT NEGATIVELYAFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONEHEAD ON EITHER SIDE OF THE OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALLHAVE ARC PATTERNS THAT ADD UP TO THE ORIGINAL ARC PATTERN OF THE HEADINDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY ALL HEAD LAYOUT WITHOWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK.NOTE C:THESE PLANS ARE DIAGRAMMATIC, TREE BUBBLERS AND LATERAL LINES ARE SHOWNWITHIN THE PAVING FOR CLARITY ONLY, THE ACTUAL LOCATIONS SHALL BE WITHIN THEPLANTER. THE TREE BUBBLERS SHALL BE ALIGNED WITH TREES AS SHOWN ON THEPLANTING PLANS, AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. THECONTRACTOR SHALL CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZEDREPRESENTATIVE PRIOR TO STARTING WORK.NOTE D:AS BUILT DRAWINGS WERE NOT AVAILABLE DURING THE PRODUCTION OF THESEIRRIGATION DRAWINGS. EXACT MAINLINE AND WIRE ROUTING THROUGHOUT THE SITEIS UNKNOWN AND THE RECONNECTION LOCATIONS SHOWN ON THE PLAN AREASSUMPTIONS MADE BY THE DESIGNER BASED ON THE EXISTING IRRIGATION VALVELOCATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE THE EXACTMAINLINE AND WIRE RECONNECTION LOCATIONS IN THE FIELD AND ENSURE ALLEXISTING VALVES LOCATED INSIDE AND OUTSIDE THE LIMIT OF WORK REMAINCONNECTED TO THE IRRIGATION SUPPLY LINE AND CONTROL WIRES FOR FUTURE USE.PRIOR TO THE DEMOLITION PHASE, IT IS REQUIRED THE CONTRACTOR TURN-ON EACHIRRIGATION CONTROL VALVE WITHIN THE SCOPE OF WORK AND ADJACENT TO THESCOPE OF WORK AND DOCUMENT EACH AREA BEING SERVED BY THESE EXISTINGVALVES. ALL EXISTING "PROTECTED-IN-PLACE" IRRIGATION WILL NEED TO REMAINCONNECTED TO THEIR VALVES AND REMAIN WIRED TO THE CONTROLLER FORCONTINUED FUTURE OPERATION. ALL EXISTING VALVES WIRED BACK TO THEIREXISTING CONTROLLERS WILL NEED TO REMAIN WIRED TO SAID CONTROLLERS.CONTRACTOR SHALL USE THE EXISTING CONTROL WIRES FOR ALL EXISTING VALVESBEING REPLACED WITH NEW REMOTE CONTROL VALVE ASSEMBLIES. ANY MAINLINE ORWIRES DAMAGED DURING DEMO/CONSTRUCTION WILL NEED TO BE REPLACED WITHNEW AND RECONNECTED FOR CONTINUED FUTURE OPERATION OF THE EXISTING ANDNEWLY DESIGNED IRRIGATION SYSTEM.NOTE E:THREE FOOT MINIMUM SEPARATION OF UNDISTURBED SOIL REQUIRED BETWEEN NEWPRESSURIZED IRRIGATION MAINLINES AND EXISTING GAS LINES. ONE FOOT MINIMUMHORIZONTAL SEPARATION REQUIRED BETWEEN NEW IRRIGATION EQUIPMENT ANDEXISTING GAS MAINLINE(S). CONTRACTOR MUST FIELD VERIFY EXISTING GAS SERVICEAND GAS MAINLINE PRIOR TO STARTING WORKNOTE F:WATER CROSSINGS SHALL BE PERPENDICULAR AND IRRIGATION LINES SHALL BEOFFSET A MINIMUM OF FIVE FEET FROM WATER MAINSI HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES ANDAPPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THEIRRIGATION DESIGN PLAN 50 SignatureRenewal DateDate05/31/2023BRAD LENTS - 5766STATE OF CALIFORNIALICENSED LANDSCAPE ARCHITECT03/20/2022 3/20/2022

MODEL NO. / DESCRIPTIONIRRIGATION MATERIAL LEGENDMANUFACTURERDETAILRADIUSPSIFLOW RATE (GPM) PVC PIPE 3/4" - 3" SCH. 40, SOLVENT WELD WITH SCH. 40 PVC FITTINGS, AS LATERAL LINES INSTALLED 12" BELOW FINISHED GRADEPAVING, HARDSCAPE, ETC. (OR AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE) INSIDE SLEEVES. SLEEVES UNDER PEDESTRIAN PAVINGPVC PIPE SCH. 40 AS SLEEVING, 2.5 TIMES THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED (2" MINIMUM SIZE) INSTALL ALL PIPE AND WIRE UNDER P7079D POLYETHYLENE INSULATED, SOLID COPPER CONDUCTOR IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED). PILOT GDBRY6 DIRECT BURIAL, 100% SILICONE GEL, WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE SPLICES AND CONNECTIONS 120 VOLT ELECTRICAL POWER FOR CONTROLLER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELDAS APPROVEDAS APPROVEDN/A

GPH IRRIGATIONPAIGE ELECTRIC
EXISTING 1" POTABLE (DOMESTIC) IRRIGATION WATER METER; SEE PLAN SHEET NOTE FOR INSTRUCTION NIBCO

EXISTINGEXISTING
KSC-XXX-S SWING CHECK VALVE, LATERAL LINE SIZE, INSTALL ONE (1) ON THE DOWNSTREAM SIDE OF EACH RCV WHEN THE RCV IS LOWER THANNDS (K.B.I.) LASCO
T-113-K BRONZE GATE VALVE, LINE SIZE, WITH BRONZE CROSS HANDLE; INSTALL INSIDE A 10" ROUND CONCRETE VALVE BOX.

PVC PIPE 1 1/2" SCH. 40, SOLVENT WELD WITH SCH. 80 PVC FITTINGS, AS MAINLINES INSTALLED 18" BELOW FINISHED GRADEAS APPROVED PR. RATE
THE SPRINKLERS, BUBBLERS OR DRIP EMITTERS. INSTALL WITHIN SPRINKLER / BUBBLER / DRIP ZONES AS REQUIRED TO PREVENT LOW HEAD DRAINAGE.

ALL FITTINGS USED WITH SOLVENT WELD MAINLINE PIPE SHALL BE SCH. 80 PVC FITTINGS, GRAY IN COLOR, AND SIZED TO MATCH THE MAINLINEPIPE. ALL FITTINGS USED WITH SOLVENT WELD LATERAL LINE PIPE SHALL BE SCH. 40 PVC, WHITE IN COLOR, AND SIZED TO MATCH THE LATERAL LINE PIPE. ALL THREADED PVC NIPPLES SHALL BE SCH. 80 PVC PIPE, DARK GRAY IN COLOR, WITH MOLDED THREADS.WELD-ONALL SOLVENT WELD CONNECTIONS FOR BOTH MAINLINE AND LATERAL LINE SHALL BE MADE USING THE TWO-STEP PROCESS OF PRIMER AND SOLVENTCEMENT. PRIMER SHALL BE P-68 LOW VOC "PURPLE PRIMER". SOLVENT CEMENT SHALL BE 705 LOW VOC, GRAY COLORED "MEDIUM BODIED" CEMENT. USE DAUBERS SIZED AT LEAST ONE-HALF THE SIZE OF THE LARGEST PIPE BEING JOINED. ALL SOLVENT CEMENTED JOINTS SHALL BE MADE PER THE PIPE AND FITTING MANUFACTURER'S RECOMMENDATIONS.

GPH IRRIGATION/GDFN DRIP FLUSH / INDICATOR NOZZLE, ORANGE IN COLOR, INSTALLED ONTO A RAIN BIRD 1812 12" POP-UP SPRINKLER BODY (NO PRS DEVICE). THE FLUSH NOZZLE SHALL BE CLOSED FOR NORMAL OPERATION OF THE DRIP SYSTEM.PVC SUPPLY AND DISCHARGE HEADERS SHALL BE PVC LATERAL LINE PIPE (AS SHOWN BELOW), 1 1/4" MINIMUM SIZE WITH SCH. 40 PVC FITTINGS.AS APPROVEDNO SYMBOLNO SYMBOL XXX-PESB-PRS-D PRESSURE REGULATING, PLASTIC REMOTE CONTROL VALVE (RCV), SIZE AS SHOWN (1", 1 1/2" AND 2" SIZES), SET PRS-D PRESSURE 44LRC 1" QUICK COUPLER VALVE WITH LOCKING VINYL COVER AND A LASCO G13S-218 SWING JOINT. INSTALL INSIDE A 10" ROUND VALVE BOX.PRESSURE REGULATION, AS SHOWN BELOW BY SIZE:FOR 1" DRIP ZONES:REGULATOR TO PROVIDE THE OPERATING PRESSURE OF THE SPRINKLER / BUBBLER HEAD AT THE HIGHEST OR FARTHEST HEAD ON THE CONTROLVALVE ZONE (MEASURE PSI AT HEAD). INSTALL THE RCV INSIDE A STANDARD RECTANGULAR VALVE BOX.PLASTIC DRIP REMOTE CONTROL VALVE ASSEMBLY, SIZE AS SHOWN (1" AND 1 1/2" SIZES). COMPLETE WITH PLASTIC CONTROL VALVE, DRIP FILTER AND RAIN BIRD SHALL BE INSTALLED 24" BELOW FINISHED GRADE. SLEEVES UNDER VEHICULAR PAVING SHALL BE INSTALLED 36" BELOW FINISHED GRADE.NO SYMBOLNO SYMBOLWIRES SHALL BE RED IN COLOR, COMMON GROUND WIRE SHALL BE WHITE IN COLOR, SPARE WIRES SHALL BE YELLOW IN COLOR. THE CONTRACTORSHALL ROUTE TWO (2) SPARE CONTROL WIRES (YELLOW) FROM THE CONTROLLER ALONG THE MAINLINE IN ALL DIRECTIONS AWAY FROM THE CONTROLLER. LOOP SPARE WIRES UP AND INTO EACH VALVE BOX ALONG THE MAINLINE, PROVIDING A 3 FOOT MINIMUM LOOP. WHERE MULTIPLE CONTROLLERS ARE USED ON THE PROJECT, EACH CONTROLLER SHALL HAVE A DIFFERENT COLOR FOR PILOT WIRES. NO SYMBOLNO SYMBOLNO SYMBOLKC-XXX-S SPRING CHECK VALVE, LATERAL LINE SIZE, INSTALL ONE (1) ON THE DOWNSTREAM SIDE OF EACH RCV WHEN THE RCV IS HIGHER THANTHE SPRINKLERS, BUBBLERS OR DRIP EMITTERS. INSTALL WITHIN SPRINKLER / BUBBLER / DRIP ZONES AS REQUIRED TO PREVENT LOW HEAD DRAINAGE.NO SYMBOLEISELNO SYMBOL THE CONTROLLER SHALL BE GROUNDED USING A #182000 5/8" X 8 FOOT COPPER CLAD GROUND ROD, A #182005 CAST BRONZE ROD CLAMP ANDPAIGE ELECTRICNO SYMBOLTHE REQUIRED LENGTH OF #6AWG BARE, SINGLE STRAND COPPER GROUND WIRE. INSTALL INSIDE A 10" ROUND VALVE BOX.

B,C

B,CB,CB,CC,DN/A

HIJKL,MMN/AN/ANNON/AN/AN,O,PPN/AN/AN/A
30 RAIN BIRD
NDS (K.B.I.)

RAIN BIRD
.50 (1.00 TOTAL)N/A
TL SERIES 17mm BARBED FITTINGS FOR CONNECTIONS BETWEEN DRIP TUBING (TUBING-TO-TUBING ONLY). NO HEATING OF TUBING SHALL BE ALLOWED.

TLHCVXR5-CS-12 SUBSURFACE DRIP TUBING (BROWN EXTERIOR COLOR WITH A COPPER OXIDE STRIPE) WITH 0.53 GPH, PRESSURE COMPENSATING BE CONTINUOUS FLUSHING TYPE AND EQUIPPED WITH A CHECK VALVE AND ANTI-SIPHON FEATURE. DRIP TUBING SHALL BE INSTALLED 2" BELOW THEBE INSTALLED A MAXIMUM OF 4" FROM THE EDGE OF ANY HARDSCAPE OR TURF EDGE. ALL SUBSEQUENT INTERIOR ROWS SHALL BE ADJUSTED TOPROVIDE AN EVEN SPACING ACROSS THE PLANTER WITHOUT EXCEEDING 16" MAXIMUM SPACING. INSTALL 9" PVC COATED GALVANIZED TUBING STAKESA MAXIMUM OF FIVE (5) FEET ON CENTER ALONG THE LENGTH OF THE TUBING. TUBING STAKES SHALL BE MODEL #GDTS140900 AS MANUFACTURED BY TUBING ROWS, SEE SPACING REQUIREMENTS ABOVE AND IN DETAILS.STRIPE, COPPER OXIDE INFUSED EMITTERS AND A PHYSICAL BARRIER TO PREVENT ROOT INTRUSION INTO THE DRIP EMITTER. DRIP EMITTERS SHALLGPH IRRIGATION PRODUCTS (866) 582-9684. THE LINES SHOWN ON THE PLANS REPRESENT THE APPROXIMATE DIRECTION AND SPACING OF THE DRIP FINISHED SOIL GRADE (NOT COUNTING MULCH) AND IN PARALLEL ROWS A MAXIMUM OF 16" ON CENTER. THE PERIMETER ROW OF DRIP TUBING SHALLCONNECTION BETWEEN DRIP TUBING AND PVC SUPPLY AND DISCHARGE HEADERS SHALL BE MADE USING SCH. 40 PVC SXT FITTINGS, TL BARBED DRIPTUBING FITTINGS AND BLANK DRIP TUBING. USE A SCH. 40 PVCVLATERAL X LATERAL X 1/2" SxSxT TEE (OR A LATERAL X 1/2" SxT 90° ELBOW) FITTING ON THE PVC LATERAL LINE HEADER, A TL050MA BARB X 1/2" MALEVADAPTER, A SHORT LENGTH OF BLANK DRIP TUBING, AND A TLTEE BARBED TEE FITTING. ALL END RUNS OF TUBING SHALL BE CONNECTED WITH A PVC DISCHARGE HEADER. NO HEATING OF TUBING SHALL BE ALLOWED FOR ASSEMBLY.

NETAFIM

NETAFIMNETAFIM

CALSENSE

1.00 IN./HR.A
RAIN BIRDRAIN BIRD100-PESB VALVE AND A PRB-QKCHK-100 PRESSURE REGULATING, 200 MESH BASKET FILTER. IN A STANDARD RECTANGULAR BOX.

SUB-SURFACE DRIP TUBING AS DESCRIBED BELOW:0.53 GPH / EMITTERN/A300.70 IN./HR.EMITTERS INTERNALLY INSTALLED IN THE DRIP TUBING AT 12" O.C. SPACING. DRIP TUBING SHALL BE EQUIPPED WITH A CONTINUOUS EXTERIOR CUPRONSYMBOL EXISTING 1" BACKFLOW PREVENTION DEVICE; SEE PLAN SHEET NOTE FOR INSTRUCTIONEXISTING 1" MASTER CONTROL VALVE; SEE PLAN SHEET NOTE FOR INSTRUCTIONEXISTINGEXISTINGEXISTING 1" PRESSURE REGULATOR; SEE PLAN SHEET NOTE FOR INSTRUCTIONEXISTINGEXISTING 1" GATE VALVE; SEE PLAN SHEET NOTE FOR INSTRUCTION EXISTING IRRIGATION MAINLINE TO REMAIN; PROTECT-IN-PLACEEXISTINGN/A ALL VALVE BOXES SHALL BE CONCRETE WITH LOCKING CAST IRON COVERS: FOR ROUND VALVE BOXES USE 10" MODEL WITH LOCKING CAST IRON COVERFOR RECTANGULAR VALVE BOXES USE 12" X 20" MODEL WITH LOCKING CAST IRON COVER CS3-40-S/CS3-G4-KIT/COMM-5YR-2/FM1B 40-STATION CONTROLLER INSTALLED WITHIN A TOP-ENTRY STAINLESS STEEL ENCLOSURE. CONTROLLER ASSHOWN IS EQUIPPED WITH AN INTERNAL GPRS RADIO CELLULAR MODEM,5 YEAR CALSENSE DATA ACCESS SERVICE PLAN. CONTROL SOFTWARE AND1.5" PVC FLOW SENSOR. GROUND THE CONTROLLER AS RECOMMENDED BY THE MANUFACTURER. THE CONTRACTOR SHALL ACTIVATE THE CALSENSEDATA SERVICE PLAN, AND FULLY PROGRAM THE CONTROLLER FOR AUTOMATIC PROGRAM / SCHEDULE ADJUSTMENT WITH THE WEATHER DATADOWNLOAD SERVICE.

EXISTINGEXISTING 1" FLOW SENSOR; SEE PLAN SHEET NOTE FOR INSTRUCTION RWS-B-C-1402 ROOT WATERING SYSTEM WITH 1402 BUBBLER NOZZLE. EACH SYMBOLREPRESENTS TWO (2) BUBBLERS TO PROVIDE A TOTAL OF TWO (2) BUBBLERS PER TREE ORPALM. PLACE THE BUBBLER ON OPPOSITE SIDES OF TREE OR PALM. 1" POTABLE (DOMESTIC) DEDICATED IRRIGATION WATER METER WITH 1" SERVICE LINE. VERIFY SIZE, LOCATION AND PRESSURE IN FIELD.975XLS, 1" R/P BACK FLOW PREVENTION DEVICE WITH WYE STRAINER, INSTALL WITH BRASS NIPPLES, UNIONS AND FITTINGS, SIZED PER DEVICEP.O.C.WILKINSSTRONG BOX SBBC-30SS "SMOOTH TOUCH" STAINLESS STEEL BACK FLOW DEVICE ENCLOSUREV.I.T.BUCKNER3300-150 1.5" NORMALLY OPEN, BRASS MASTER CONTROL VALVE. WIRE MCV TO THE CONTROLLER USING A SEPARATE PILOT AND GROUND WIRE,FSI-T10-001 1" PVC TEE, IMPELLER TYPE FLOW SENSOR, WIRE TO CONTROLLER USING TWO (2) #14UF AWG WIRES INSIDE A 1 1/4" SCH. 40 PVC(GRAY) ELECTRICAL CONDUIT, WITH MASTER CONTROL VALVE WIRES. INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND INSIDE A STANDARD NO SYMBOLROUTE INSIDE CONDUIT WITH FLOW SENSOR WIRE. INSTALL INSIDE A STANDARD RECTANGULAR VALVE BOX. RECTANGULAR VALVE BOX. MULTIPLE FLOW SENSORS SHALL REQUIRE SEPARATE CONDUIT RUNS. CONTACT CREATIVE SENSOR TECHNOLOGY'SREPRESENTATIVE, GENTILE & ASSOCIATES (STEVEN KIM) AT (760) 214-5734 FOR FURTHER INFORMATION.500XL-HLR 1" BRONZE, HIGH LOW RANGE (10-125 PSI) PRESSURE REGULATOR, WITH SINGLE UNION FIPT X FIPT CONNECTIONS, INSTALL PRESSURE WILKINSNO SYMBOLREGULATOR ON THE DOWNSTREAM SIDE OF THE BACK FLOW DEVICE. SET WATER PRESSURE TO 10 PSI ABOVE DESIGN PRESSURE SHOWN ON POC NOTES.CREATIVE SENSOR TECH.

N/AN/AN/AN/AN/AN/AEEEFG
xMxBxV
CE
FxPVxFxBMBFV
OPERATING PRESSURE (PSI)ZONE AREA (SFT)VALVE FLOW RATE IN G.P.M.VALVE SIZE IN INCHESCONTROLLER LETTER / STATION NUMBER HYDROZONE NUMBER SEE CHARTIRRIGATION METHOD SEE CHARTZONE PRECIPITATION RATE (IN./HR.)LENGTH OF DRIP TUBINGFOR DRIP TUBING ZONESVALVE CALLOUT LEGENDA201.5"S351.75301,50011,750' TUBINGNUMBERHZ 1DESCRIPTION OF THE HYDROZONELOW WATER USE PLANTINGSHZ 2LOW/MOD. MIX WATER USE PLANTINGSHZ 3HYDROZONE DESCRIPTION CHARTDESCRIPTION OF THE IRRIGATIONDTDRIP TUBINGIRRIGATION METHOD DESCRIPTION CHARTWUCOLSLMLPLANT FACTOR0.200.400.30DRIP0.81LETTERSTYPEIR. EFFICIENCYLOW WATER USE TREESTBTREE BUBBLERS0.75BUBBLERHZ 4M0.50MODERATE WATER USE TREES IRRIGATION LEGEND & NOTESOF SHEETSSHEET NO.DRAWING NO.ENGINEERING DIVISION JOB NO.APPROVALCHECKED BYDRAWN BYDESIGNED BYFIELD BOOKBYCHANGEDATE STARTEDINSPECTORDATE COMPLETEDCONTRACTORCONSTRUCTION RECORDDATEAS BUILTENGINEER OF WORKDATEPLAN REVISIONCITY OF EL CAJONPUBLIC WORKS DEPARTMENT DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEERDATE5814619PW3690EL CAJON BOULEVARD STREETSCAPE D:\Dropbox (Sweeney & Associates)\Drawings - Orange County\SPURLOCK\EL CAJON STREETSCAPE - ECB - ROUNDABOUT IMPROVEMENTS\46-53 Irrigation Plan.dwg Plot: GWymer Date: 3/9/2022 4:00:00 PM ®

I HAVE COMPLIED WITH THE CRITERIA OF THEIRRIGATION GUIDELINES AND APPLIED THEMACCORDINGLY FOR THE EFFICIENT USE OFWATER IN THE IRRIGATION DESIGN PLAN

1.ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK AREHEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THECONTRACTOR.2.THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCINGWORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANYDISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE.3.THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK.4.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNINGWORK.5.THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLEDWITHIN PLANTING AREAS.6.THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THATUNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BEBROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALLASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER.7.INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITHLOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION.8.ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED INTHE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE.9.CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE TO THE LAST RCV ONEACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS.10.ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE LEGEND FOR TYPE. ALLWIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVESTO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OFTHE PAVING.11.ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALLQUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICKCOUPLER AND REMOTE CONTROL VALVES WITHIN 18" OF HARDSCAPE.12.ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TOPREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OFDIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITHMORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS.13.CONTRACTOR SHALL INSTALL ADDITIONAL CHECK VALVES TO HEADS AND LATERALS AS REQUIRED TO PREVENT LOW HEAD DRAINAGE.14.THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED EQUIPMENT PERMANUFACTURERS SPECIFICATIONS. SWEENEY AND ASSOCIATES RECOMMENDS MEASURING FOR PROPER GROUND AT LEAST ONCEANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURER SPECIFICATIONS.15.THE CONTRACTOR IS REQUIRED TO CONTACT DIGALERT OR 811 A MINIMUM OF TWO (2) DAYS PRIOR TO THE START OF ANYEXCAVATIONS ON THE PROJECT AND SPECIFICALLY PRIOR TO THE INSTALLATION OF ANY GROUNDING RODS. DIAL 811 OR LOG ONTOWWW.DIGALERT.ORG TO START A PROJECT TICKET. DIGALERT AND 811 IS A FREE SERVICE PROVIDED TO THE PROJECT. FAILURE TOCONTACT AND HAVE THE EXISTING UTILITIES IDENTIFIED, LOCATED AND MARKED SHALL MAKE THE CONTRACTOR SOLELY RESPONSIBLEFOR ANY AND ALL DAMAGES.

IRRIGATION NOTES
51 SignatureRenewal DateDate05/31/2023BRAD LENTS - 5766STATE OF CALIFORNIALICENSED LANDSCAPE ARCHITECT03/20/2022 3/20/2022

IRRIGATION DETAILSOF SHEETSSHEET NO.DRAWING NO.ENGINEERING DIVISION JOB NO.APPROVALCHECKED BYDRAWN BYDESIGNED BYFIELD BOOKBYCHANGEDATE STARTEDINSPECTORDATE COMPLETEDCONTRACTORCONSTRUCTION RECORDDATEAS BUILTENGINEER OF WORKDATEPLAN REVISIONCITY OF EL CAJONPUBLIC WORKS DEPARTMENT DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEERDATE5814619PW3690EL CAJON BOULEVARD STREETSCAPE D:\Dropbox (Sweeney & Associates)\Drawings - Orange County\SPURLOCK\EL CAJON STREETSCAPE - ECB - ROUNDABOUT IMPROVEMENTS\46-53 Irrigation Plan.dwg Plot: GWymer Date: 3/9/2022 4:00:08 PM ®

I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES ANDAPPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THEIRRIGATION DESIGN PLAN

C DRIP TUBING LAYOUT

D DRIP FLUSH VALVEH BALL VALVE
B DRIPLINE TUBINGSECTION VIEW - N.T.S.

TURF, SEE PLANTING PLANS
INSTALLED FIVE (5) FEET ON CENTERHEADER, PVC LATERAL LINE PIPE,1 1/4" MINIMUM SIZE, OTHERWISE 4" IN TURF AREAS
TWO ADAPTER FITTINGS FOR THE CONNECTION.FOR CONNECTIONS IN THE MIDDLE OF RUNS OF TUBING, USE A TEE FITTING AND NOTE:DRIP TUBING CONNECTION REQUIRED FOR ALL CONNECTIONS BETWEEN DRIP TUBING AND PVC HEADERS.FOR CONNECTIONS AT END RUNS OF TUBING, USE A 90° ELL FITTING AND ONE ADAPTER FITTING FOR CONNECTION.

FOR TEE FITTING, ONE (1) FOR 90° ELL
SHRUBS OR GROUND COVERS, INLINE DRIP TUBING WITH INTERNAL DRIP EMITTERS, SEE LEGEND FOR BRAND,MODEL AND PERFORMANCEADAPTER FITTING, TWO (2) REQUIRED1/2" MIPT X 17mm BARB MALE

MULCH LAYER, SEE PLANTING PLANSFINISHED GRADESEE PLANTING PLANS SIZE PER THE DRAWINGSSCH. 80 PVC THREADED NIPPLE,1/2" X LENGTH AS REQUIRED

AMENDED SITE SOIL
12" MINIMUMGPH IRRIGATION PRODUCTS FLEXIBLE NIPPLE,TEE FITTING, HEADER SIZE BY 1/2"

FINISHED GRADE
#GFN050600, 1/2" MIPT X 1/2" FIPT X 6" LENGTHSCH. 40 PVC SLIP X SLIP X 1/2" FIPTDRIP TUBING SUPPLY OR DISCHARGE 2" IN SHRUB BEDS
GPH IRRIGATION PRODUCTS 9" PVC COATED WIRE STAKE, #GDTS140900, OR 90° ELL FITTING, 1/2" SIZESCH. 40 PVC THREADED TEE
INLET HAS 1/2" NPT THREADSNOTE:INSTALL INDICATOR HEAD 10" FROM THE EDGE OF PAVING OR THE PLANTER EDGE.INSTALL ORANGE (POTABLE SYSTEMS) OR PURPLE (RECYCLED SYSTEMS NOZZLE ON INSTALL POP-UP INDICATOR HEAD 1/2" ABOVE FINISHED GRADE IN INSTALL POP-UP INDICATOR HEAD 10"OFF OF PAVEMENT OR THE EDGE OF PLANTED AREA SERVED BY DRIP TUBING6"1/2"SHRUB AND GROUND COVER AREAS 12"

POP-UP INDICATOR NOZZLE, SEE LEGEND
SOILDISCHARGE HEADER SHALL BE INSTALLED 12" BELOW FINISHEDSOIL GRADE, TYPICALDRIP TUBING TO PVCHEADER CONNECTION, SEE CONNECTION DETAILSCH 40 PVC SST TEE FITTING, 1 1/4" X 1 1/4" X 1/2"LINE PIPE, TYPE AND SIZE DRIP SYSTEM DISCHARGE AS SHOWN ON LEGEND, OR 1 1/4" MINIMUM SIZEHEADER, PVC LATERAL REQUIRED. INDICATOR HEAD BRAND, MODEL, AND NOZZLE 6" HEIGHT, SEE LEGEND FOR POP-UP INDICATOR HEAD, 4"10"
DRIP TUBING ROW,4" FROM HARDSCAPEAMENDED DRIP TUBING ROW, SEE PLANS 6"
WHERE A PVC DISCHARGE HEADER IS NOT REQUIRED (FOR THREE OR LESS ROWS), THE FV / IHSHALL BE INSTALLED ON THE PERIMETER TUBE DISCHARGE USING A BARBED TEE, A BLANK PIECE OFTUBING, A BARB X 1/2" MIPT ADAPTER AND A 1/2" SCH 40 PVC FEMALE ADAPTER (SXT).JOINT, 1/2" MIPT INLET AND HUNTER MODEL SJ-516 PRE-ASSEMBLED POLY SWINGOUTLET AND A 6" LAY LENGTH. THE INDICATOR HEAD AND ADJUST TO FULLY CLOSED.

VALVES AND PIPE SHOWN IN PAVING FOR CLARITY ONLY, ALL TO BE INSTALLED IN PLANTER.

DRIPLINE AND PVC HEADERCONNECTION BETWEEN
PAVING SURROUNDING AND ADJACENT TO PLANTER AREATO THE PLANTER EDGE (PAVING) SHALL BE SPACED 4" FROM NOT TO EXCEED SPACING ON THE LEGEND. ROWS ADJACENT AS INDICATED ON THE LEGEND, ADJUST TO EVEN SPACING DRIPLINE TUBING ROWS, SPACING APPROXIMATELY

SHOWN ON PLANSEXTENDS TO LIMITSDRIPLINE TUBING
PLANS FOR SIZE, 1 1/4" MINIMUM,GRID OF DRIPLINE TUBING, SEEPVC LATERAL LINE TO ADJACENT

INSTALL ON DISCHARGE HEADERFLUSH VALVE / INDICATOR HEAD,SHOWN ON PLANSEXTENDS TO LIMITSDRIPLINE TUBING MINIMUM SIZE, 12" BELOW GRADEPVC SUPPLY HEADER, SEE PLANS, 1 1/4" SEE PLANS, 1 1/4" MINIMUM SIZE,PVC DISCHARGE HEADER,

FOR INSTALLATIONSEE PLANS AND DETAILSDRIP CONTROL VALVE F1 1/4" MIN. SIZE, 12" BELOW GRADEPVC SUPPLY HEADER, SEE PLANS,12" BELOW GRADE, 16" ININSTALLED 12" BELOW GRADE

DRIPLINE AND PVC HEADERCONNECTION BETWEEN
THE PAVING EDGE. ALL ROWS SHALL BE PARALLEL AND AT THE SAME DEPTH.PLANS FOR SIZE, 1 1/4" MINIMUM,GRID OF DRIPLINE TUBING, SEEPVC LATERAL LINE TO ADJACENTINSTALLED 12" BELOW GRADE

END FEED SUPPLY HEADERCENTER FEED SUPPLY HEADERFOR TUBING GRID, PER PLANS ACROSS PLANTED AREAS DRIPLINE TUBING EXTEND TUBING GRID (TYPICAL)PLANTED AREAS FOR DRIPLINEPVC HEADERS EXTEND ACROSS PVC SUPPLY AND DISCHARGE HEADERS SHALL BE INSTALLED AT END RUNS OF TUBING, NO MORE THAN 16" FROM THE EDGE OF THE HARDSCAPE. WHERE A TUBING

FROM HARDSCAPE EDGE

PROVIDE A PERIMETER ROW OF TUBING AROUND ENTIRE PLANTER 4"16"4"16"
4" INSIDE OF PAVEMENT EDGE
4"
DISCHARGE HEADERPVC HEADER 16" OFF OF PAVINGPVC HEADER 16" OFF OF PAVING ENTIRE PERIMETER OF PLANTING AREA SHALL HAVE A ROW OF DRIP TUBING INSTALLED 4" OFF OF THE EDGE OF THE HARDSCAPE AS SHOWN ABOVE. 4"
PVC PIPE FOR LATERALS, SUPPLY HEADERS AND DISCHARGE HEADERS SHALL BE MINIMUM 1 1/4" SIZE, OR SIZED AS SHOWN ON THE PLANS. END RUN HAS ONLY TWO (2) OR THREE (3) ROWS, A PVC DISCHARGE HEADER IS NOT NEEDED AND THE PERIMETER ROW OF TUBING SHALL BE USED FOR THE DISCHARGE.WHERE FOUR (4) OR MORE TUBING ROWS END RUN, A PVC DISCHARGE HEADER IS REQUIRED.NOTE:

SECTION VIEW - N.T.S.USE STANDARD BOX OPENINGS FOR ALL PIPING INTO THE BOX, DO NOT CUT THE BOX.

FINISHED GRADE1"AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. TRAFFIC RATED, PRE-CAST CONCRETE, RECTANGULAR VALVE BOX WITH LOCKING CAST IRON HINGED LID, INSTALL NOTE:BRICK SUPPORTS, FOUR (4)REQUIRED PER BOXBRASS BALL VALVE3/4" CRUSHED GRAVEL,2" MINIMUM DEPTHLANDSCAPE FABRIC TO COVERBOTTOM AND SIDES OF BOXSCH. 80 PVC MAINLINE, USE SCH. 80 PVC 45° ELLS TO TRANSITION TOSPECIFIED MAINLINE DEPTH. SAME INSTALLATION ON BOTH SIDES LASCO #896 SLIP X MIPT SCH. 80 PVC UNION, SIZEPER BV, TWO (2) REQ.

USE AN APPROVED, NON-HARDENING, TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS.OF THE BALL VALVE, TOTAL OF FOUR (4) ELBOWS REQUIRED. 52 ADDITIONAL RWS-SOCK WITH FILTER SOCKINCLUDED IN RWS ASSEMBLYLATERAL x 1/2" FIPT SIZE.PER TREERWS-B-1402 ASSEMBLY FOR TREESBUBBLER HEAD, 0.50 GPM, INCLUDED IN SECTION VIEW - N.T.S.INCLUDED WITH RWS ASSEMBLY. INSTALL WITHFOR SHRUBS, 4" DIA. X 36" LONG FOR TREES, RWS-S-B-101 ASSEMBLY FOR SHRUBS, 1402 REQUIRED PER SHRUB AND TWO (2) REQUIRED ROOT BALL OF TREE, SEE PLANTING PLANSRWS ASSEMBLY TO PREVENT SAND INTRUSIONRWS-SOCK SHALL BE INSTALLED OVER THERIGID PLASTIC WEAVE CANISTER, 4" DIA. X 10" LONG1/2" MALE INLET TO SWING ASSEMBLY, x 1/2" FIPT SIZE, OR SCH.40 PVC SxT 90° ELL FITTING, SCH. 40 PVC SxSxT TEE FITTING, LATERAL x LATERAL SCH. 40 PVC LATERAL LINE, SIZE PER PLANS12" SWING ASSEMBLY, INCLUDED IN RWS ASSEMBLYINSTALL WITHIN 2" OF ROOT BALL, ONE (1) UNDISTURBED SITE SOILROOT WATERING SYSTEM (RWS) ASSEMBLY, AMENDED BACKFILL MIX, SEE PLANTING PLANS1401 BUBBLER HEAD, 0.25 GPM, INCLUDED IN FINISHED SOIL GRADE OR TOP OF MULCH4" LOCKING GRATE, INCLUDED IN RWS ASSEMBLYTRUNK OF TREE OR SHRUB, SEE PLANTING PLANS

A DEEP ROOT TREE BUBBLER
G FLOW SENSORSECTION VIEW - N.T.S.PIPE DIAMETERS OR DOWNSTREAM FOR A DISTANCE OF FIVE (5) PIPE DIAMETERS.USE STANDARD BOX OPENINGS FOR ALL PIPING INTO THE BOX, DO NOT CUT THE BOX.NO FITTINGS SHALL BE ALLOWED UPSTREAM OF THE FLOW SENSOR FOR A DISTANCE OF TEN (10) BRICK SUPPORTS, FOUR (4)REQUIRED PER BOXTWO (2) FS WIRES FROM SENSORTO CONTROLLER INSIDE A SCH. 40 PVC ELECTRICAL CONDUIT AND FINISHED GRADE1"AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. TRAFFIC RATED, PRE-CAST CONCRETE, RECTANGULAR VALVE BOX WITH LOCKING CAST IRON HINGED LID, INSTALL 36" WIRE LOOPS ANDGPH WATERPROOFWIRE CONNECTORSSCH. 80 PVC PIPE FROMMASTER CONTROL VALVE,SIZE PER FLOW SENSORSWEEP, ROUTE WITH MCV WIRESBRASS FLOW SENSOR3/4" CRUSHED GRAVEL,2" MINIMUM DEPTHLANDSCAPE FABRIC TO COVERBOTTOM AND SIDES OF BOXSCH. 80 PVC MAINLINE TO THE IRRIGATION SYSTEM. USE SCH. 80PVC 45° ELLS TO TRANSITION TOSPECIFIED MAINLINE DEPTHNOTE:SECTION VIEW - N.T.S.USE AN APPROVED, NON-HARDENING, TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS.USE STANDARD BOX OPENINGS FOR ALL PIPING INTO THE BOX, DO NOT CUT THE BOX.NOTE:

FINISHED GRADECP1"AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. TRAFFIC RATED, PRE-CAST CONCRETE, RECTANGULAR VALVE BOX WITH LOCKING CAST IRON HINGED LID, INSTALL 36" WIRE LOOPS AND 3MDBR/Y-6 WATERPROOFWIRE CONNECTORSMAINLINE PIPE TOFLOW SENSOR, SIZEBRASS MASTER CONTROL VALVE3/4" CRUSHED GRAVEL,PER FLOW SENSOR2" MINIMUM DEPTHLANDSCAPE FABRIC TO COVERBOTTOM AND SIDES OF BOXLASCO #896 SLIP X MIPT SCH. 80 PVC UNION, SIZEPER MCV, TWO (2) REQUIREDBRICK SUPPORTS, FOUR (4)REQUIRED PER BOXSCH. 80 PVC MAINLINE FROM BASKET STRAINER.USE SCH. 80 PVC 45° ELLSTO TRANSITION FROMMAINLINE DEPTHTWO (2) MCV WIRES FROM VALVE TO CONTROLLERINSIDE A SCH. 40 PVC ELECTRICAL CONDUIT AND SWEEP, ROUTE WITH FLOW SENSOR WIRESF MASTER CONTROL VALVEE BACKFLOW DEVICE 2"BRASS NIPPLES, LENGTHS AS REQUIRED

COPPER FEMALE ADAPTERTYPE K COPPER PIPE FROM WATER METER "SMOOTH TOUCH" STAINLESS STEEL
BRASS NIPPLE, 12" MINIMUM LENGTH
FINISH GRADEBRASS THREADED 90° ELL, FOUR (4)R/P PRINCIPLE BACKFLOW DEVICE WITH B
B
B BC
BBB
A BRONZE WYE STRAINER AND TWO (2)BRASS BALL VALVES, SEE LEGEND FORBACKFLOW ASSEMBLY ENCLOSUREBRASS UNION, ONE (1) REQUIRED IF ACONCRETE SLABSPEARS 835-0XXSR SPECIAL REINFORCEDPVC MAINLINE TO MASTER VALVE12" MIN.FLOWBRAND, MODEL AND SIZEAND "POLAR BEARIER" INSULATED COVERBPRESSURE REGULATOR, IF SPECIFIED SECTION VIEW - N.T.S.

PRV IS SPECIFIED, TWO (2) REQUIREDIF PRV NOT SPECIFIED, ONE (1) PER LEG CONCRETE SLAB SHALL BE A MINIMUM OF 4" THICK, 18" WIDE AND EXTEND AT LEAST 8" PAST THE BACKFLOWASSEMBLY PIPING, OR BE THE SIZE REQUIRED BY THE ENCLOSURE MANUFACTURER.USE AN APPROVED, NON-HARDENING, TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS.ASSEMBLY PIPING AND FITTINGS SHALL BE SIZED EQUAL TO THE SIZE OF THE BACKFLOW PREVENTION DEVICEBACKFLOW DEVICE OUTLET SHALL BE INSTALLED A MINIMUM OF 12" ABOVE FINISHED GRADE.NOTE:INSTALL THE PRESSURE REGULATOR ONLY IF IT IS SPECIFIED IN THE LEGEND.

BPSCH 80 PVC FEMALE ADAPTER
NO THREADED CONNECTIONS SHALL BE MADE UNDER THE CONCRETE SLAB.

REQUIRED, TYPICAL
SignatureRenewal DateDate05/31/2023BRAD LENTS - 5766STATE OF CALIFORNIALICENSED LANDSCAPE ARCHITECT03/20/2022 3/20/2022

I HAVE COMPLIED WITH THE CRITERIA OF THE IRRIGATION GUIDELINES ANDAPPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THEIRRIGATION DESIGN PLAN

J REMOTE CONTROL VALVEK DRIP RCV ASSEMBLY

N PIPE INSTALLATIONO SLEEVE INSTALLATIONP WIRE CONNECTION

L CONTROLLER ENCLOSURE
AND RECEPTACLESTAINLESS STEEL16" WIDE TOP-ENTRYCONTROLLER ENCLOSUREPOWER SWITCHNEMA 3R RAINPROOF RATEDSTAINLESS STEELIN OPEN POSITIONFLIP TOP LID, SHOWNCONTROLLERDUAL HYDRAULIC PISTONSCONTROLLER ENCLOSURE DIMENSIONS WHEN CLOSED:38"H x 16"W x 15.5"DREMOTE CONTROL VALVESTAINLESS STEEL, U.L. LISTED, PREDRILLED, REMOVABLEBACKBOARD. REMOVABLE FRONTTERMINAL STRIP FORWIRE CONNECTIONPANEL NOT SHOWNSUPPORT LID OPEN STAINLESS STEEL HARDWAREPAD, PLASTIC BASE AND ALLPREFORMED ALUMINIUM PADENCLOSURE MOUNTING PAD STRONGBOX QUICKPADCONTROL WIRES TO VALVES3" PVC CONDUIT/SWEEP FORFOR COMMUNICATION CABLE1 1/4" PVC CONDUIT/SWEEPTO OTHER CONTROLLERS (IF REQ.)FLOW SENSOR/MCV WIRES (IF REQ.)1" PVC CONDUIT/SWEEP FORWITH PREFORMED ALUMINIUM TOP OF BASE UNITSITE SOILCOMPACTEDGRADEFINISHEDPEA GRAVEL TOQUICKPAD WITHFILL BASE OFSWEEP FOR ELECTRIC1 1/4" PVC CONDUIT/SERVICE1" PVC CONDUIT/SWEEP FOR ET GAGE WIRES (IF REQ.)FOR TELEPHONE LINE (IF REQ.)1" PVC CONDUIT/SWEEPSWEEP FOR GROUND WIRE1 1/4" PVC CONDUIT / M CONTROLLER GROUND - RODSECTION VIEW - N.T.S.IRRIGATION CONTROLLER OR ANY CONTROL WIRE PATH.

FINISHED GRADE IN TURF AREAS
5/8" X 96" COPPER CLAD GROUNDBRICK SUPPORTS, 3 REQUIREDFINISHED GRADE IN SHRUB AREAS

ROD INSTALLED INTO COMPACTED
2"AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT.PLASTIC 10" ROUND VALVE BOX WITH T-COVER HEAT BRAND "GRD" ONTO LID.FILL 1/2 OF VALVE BOX WITH COMPACTED SITE SOILSITE SOIL PRIOR TO SETTING BOXNATIVE OR UNDISTURBED SITE SOIL BARE #6 COPPER GROUND WIRE FROM CONTROLLER GROUND ROD MUST BE LOCATED A MINIMUM OFTEN (10) FEET FROM THE IRRIGATION CONTROLLERCONTRACTOR IS REQUIRED TO CONTACT 811 OR DIGALERT A MINIMUM OF TWO (2) DAYS PRIOR TO ANY EXCAVATION ON THE PROJECT AND SPECIFICALLY PRIOR TO THE INSTALLATION OF ANY GROUNDING RODS. DIAL 811 OR LOG ONTO WWW.DIGALERT.ORG.NOTE: EACH CONTROLLER SHALL HAVE A MINIMUM OF ONE (1) GROUND ROD INSTALLED.GROUND ROD SHALL BE INSTALLED A MINIMUM OF TEN (10) FEET AWAY FROM THE BARE COPPER GROUND WIRE (#6),CONNECTED TO THE ROD W/ BRASS CLAMP OR "CAD WELD" IN PLACE SECTION VIEW - N.T.S.KIT SHALL INCLUDE A SCOTCHLOK SPRING CONNECTOR, A POLYPROPYLENE TUBE AND A 100% SILICONE WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PRE-FILLED WITH GEL.WIRE CONNECTOR SHALL BE A GPH IRRIGATION GDBRY6 DIRECT BURY SPLICE KIT.NOTE:INSERTED INTO TUBE UNTIL THESCOTCHLOK CONNECTOR AND WIRESCONNECTOR PASSES LOCK TABS SILICONE WATERPROOF GELPOLY TUBE PRE-FILLED WITH 100%ONCE CONNECTOR IS INSERTEDLOCK TABS PREVENT WIRE REMOVAL SCOTCHLOK ELECTRICAL SPRINGCONNECTOR. WIRES SHALL BEPRE-STRIPPED OF 1/2" OF THE INSULATION PRIOR TO INSERTION CONNECTOR ONTO WIRES TO INTO THE CONNECTIOR. TWIST SEAT FIRMLY.

IS INSERTED INTO TUBEWIRES PASS THROUGH GROOVES INTUBE LID TO ALLOW LID TO CLOSECLOSE TUBE LID AFTER WIRELOW VOLTAGE WIRES, 3 MAXIMUM SECTION VIEW - N.T.S.SIZES 3" AND 4" SIZES 3/4" TO 2 1/2"PIPE SIZESA FINISH SOIL GRADEABCDDDDDIRRIGATION NON-PRESSURE LATERAL LINEIRRIGATION PRESSURE MAINLINELOW VOLTAGE CONTROL WIRES,IN CONDUIT IF SPECIFIED ON LEGENDUNDISTURBED SITE SOILCLEAN, COMPACTED BACKFILL SOIL,CLEAN SOIL PIPE BEDDING, SEE CHARTSEPARATION BETWEEN PIPES AND TRENCH WALLS, SEE CHART12"18"B18"24"C18"24"D4"4" SIZES 6" AND LARGER30"24"6"

SEE SPECIFICATIONS
CONTRACTOR IS REQUIRED TO CONTACT 811 OR DIGALERT A MINIMUM OF TWO (2) DAYS PRIOR TO ANY EXCAVATION ON THE PROJECT. DIAL 811 OR LOG ONTO WWW.DIGALERT.ORG.NOTE: SECTION VIEW - N.T.S.UNDER PEDESTRIAN PAVINGPIPE SIZESA PAVING, SEE SITE PLANSABCDDDDDIRRIGATION LATERAL LINE IN SLEEVEIRRIGATION MAINLINE IN SLEEVELOW VOLTAGE CONTROL WIRES,OR CONDUIT, IN SLEEVEUNDISTURBED SITE SOILSAND BACKFILL COMPACTED TOCLEAN SOIL PIPE BEDDING, SEE CHARTSEPARATION BETWEEN PIPES AND TRENCH WALLS, SEE CHART12"B24"C24"D4" UNDER VEHICULAR PAVING36"36"6"

EQUAL DENSITY OF EXISTING SOILOR PAVING BASE MATERIAL
24"SLEEVES SHALL BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED WITHIN, EXCEPT WHENSLEEVES SHALL EXTEND 12" PAST THE EDGE OF PAVING INTO THE PLANTER.USING BELL AND GASKET PIPING WHERE MAINLINE SLEEVES SHALL BE 2.5 TIMES THE SIZE OF THE PIPE.CONTRACTOR IS REQUIRED TO CONTACT 811 OR DIGALERT A MINIMUM OF TWO (2) DAYS PRIORTO ANY EXCAVATION ON THE PROJECT. DIAL 811 OR LOG ONTO WWW.DIGALERT.ORG.NOTE:

I QUICK COUPLER VALVESECTION VIEW - N.T.S.USE STANDARD BOX OPENINGS FOR ALL PIPING INTO THE BOX, DO NOT CUT THE BOX.

FINISHED GRADE1"AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. TRAFFIC RATED, PRE-CAST CONCRETE, RECTANGULAR VALVE BOX WITH LOCKING CAST IRON HINGED LID, INSTALL NOTE:USE AN APPROVED, NON-HARDENING, TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS.LASCO SNAP-LOK PVC SWING JOINT WITHO-RINGS, A MALE 1" MIPT THREADED LAY LENGTH AND SNAP-LOK COLLAR. PVC INLET, PVC STABILIZER ELBOW, 18" USE #G13S-218 WITH A 1" MIPT THREADREBAR STAKES, #3 X 24" LONG, SCH. 80 PVC SST MAINLINE TEE FITTING, MAINLINE SIZE TO THE SWING JOINTTWO (2) REQUIREDBRASS OUTLET.LANDSCAPE FABRIC TO COVERBOTTOM AND SIDES OF BOX CL3"BRICK SUPPORTS, FOUR (4)REQUIRED PER BOX3/4" CRUSHED GRAVEL,2" MINIMUM DEPTHX 1" FIPT FOR CONNECTION QUICK COUPLING VALVE WITH 1" FIPT INLET THREADS, A LOCKING, PURPLE COLOR ACME QUILL THREADS, AND CODED CAP FOR RCW SECTION VIEW - N.T.S.USE AN APPROVED, NON-HARDENING, TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS.USE STANDARD BOX OPENINGS FOR ALL PIPING INTO THE BOX, DO NOT CUT THE BOX.NOTE:

LATERAL PIPE TOIRRIGATION SYSTEM,BRASS REMOTE CONTROL VALVE3/4" CRUSHED GRAVEL,RCV SIZE OR PER PLANS2" MINIMUM DEPTHLANDSCAPE FABRIC TO COVERBOTTOM AND SIDES OF BOX

FINISHED GRADE
IDCP1"AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. TRAFFIC RATED, PRE-CAST CONCRETE, RECTANGULAR VALVE BOX WITH LOCKING CAST IRON HINGED LID, INSTALL VALVE ID TAG36" WIRE LOOPS AND 3MDBR/Y-6 WATERPROOFWIRE CONNECTORSSCH. 80 PVC 90° ELBOW,SCH. 80 PVC NIPPLE, LENGTH AS REQUIREDTAPE WIRES TO RISER USINGBLACK ELECTRICAL TAPE(TEE) OR MAINLINE X RCV (ELL)MAINLINE X MAINLINE X RCV FITTING ON MAINLINE, SIZE ASSCH. 80 PVC TEE OR 90° ELLBRICK SUPPORTS, FOUR (4)REQUIRED PER BOXLASCO #896 SLIP X MIPT SCH. 80 PVC UNION, SIZEPER RCV, TWO (2) REQUIREDSIZE PER RCV SECTION VIEW - N.T.S.USE AN APPROVED, NON-HARDENING, TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS.USE STANDARD BOX OPENINGS FOR ALL PIPING INTO THE BOX, DO NOT CUT THE BOX.NOTE:

FINISHED GRADE
IDCP1"1" PLASTIC, INLINE BASKET STRAINER AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. TRAFFIC RATED, PRE-CAST CONCRETE, RECTANGULAR VALVE BOX WITH LOCKING CAST IRON HINGED LID, INSTALL VALVE ID TAG36" WIRE LOOPS AND 3MDBR/Y-6 WATERPROOFWIRE CONNECTORS1" SCH. 80 PVC 90° ELBOW1" SCH. 80 PVC NIPPLE, LENGTH AS REQUIREDTAPE WIRES TO RISER USINGBLACK ELECTRICAL TAPE(TEE) OR MAINLINE X 1" (ELL)MAINLINE X MAINLINE X 1" FITTING ON MAINLINE, SIZE ASSCH. 80 PVC TEE OR 90° ELLLATERAL PIPE TOIRRIGATION SYSTEM,1" BRASS REMOTE CONTROL VALVE3/4" CRUSHED GRAVEL,LASCO SLIP X THREADSCH. 80 PVC UNION, 1" SIZE1" SIZE OR PER PLANS2" MINIMUM DEPTHBRICK SUPPORTS, FOUR (4)REQUIRED PER BOXLASCO #896 SLIP X MIPT SCH. 80 PVC UNION, 1" SIZELANDSCAPE FABRIC TO COVERBOTTOM AND SIDES OF BOX

WITH MIPT END CONNECTIONS
SECTION VIEW - N.T.S.
53 SignatureRenewal DateDate05/31/2023BRAD LENTS - 5766STATE OF CALIFORNIALICENSED LANDSCAPE ARCHITECT03/20/2022 3/20/2022

STOP PER CALTRANS STANDARD PLAN A24D
TYPE VI ARROW PER CALTRANS STANDARD PLAN A24A

TRAFFIC SIGNAL
(XX') EXISTING LANE WIDTH

XX' NEW LANE WIDTH

STRIPING DETAIL PER LATEST CALTRANS STANDARD PLANS
TYPE IV ARROW PER CALTRANS STANDARD PLAN A24A
NO
PARKING NO PARKING PER CALTRANS REVISED STANDARD PLAN A24E

SHARROW PAVEMENT MARKING PER CALTRANS
STANDARD PLAN A24C
LEGEND

EXISTING SIGNS

PROPOSED SIGN
YIELD LINE PER CALTRANS REVISED STANDARD PLAN A24G
YIELD PER CALTRANS STANDARD PLAN A24D

SLURRY SEAL

RECTANGULAR RAPID FLASHING BEACON ASSEMBLY
(SEE ELECTRICAL PLANS)
L=XX' NEW LENGTH OF STRIPING
TYPE VI ARROW PER CALTRANS STANDARD PLAN A24A
BLUE RETROREFLECTIVE PAVEMENT MARKER PER SDRSD M-19

OF SHEETS
SHEET NO.

DRAWING NO.

ENGINEERING DIVISION JOB NO.

APPROVAL

CHECKED BY

DRAWN BY

FIELD BOOK

BYCHANGE

DATE STARTED

INSPECTOR

DATE COMPLETED

CONTRACTOR

CONSTRUCTION RECORD
DATE

AS BUILT

ENGINEER OF WORK
DATE

PLAN REVISION

CITY OF EL CAJON

PUBLIC WORKS DEPARTMENT

DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DATE
58 14619
PW3690

EL CAJON BOULEVARD STREETSCAPE
®
P:\Project\2019.0362.01_El Cajon Transit Connections\CAD\Plans\362.01_PM.dwg Plot: Blanca Soto Date: 2/15/2022 12:00:47 PM

REGISTEREDPROFESSIONALENGINEER

STATE OF CALIFORNIACI VI L
C 81522

TOMO TAKAHASHI

SIGNING AND MARKING DETAILS
54 STOP
R1-1
YIELD
R1-2
ONEWAY
R6-1(R)

BEGIN END
R81A(CA) R81B(CA) W2-6 W3-2
W16-17P
ROUNDABOUT15
MPH
W13-1P

SIGN LEGEND
R4-7
SPEED
LIMIT
25 R2-1
W11-2 W16-7P
R81(CA)

BIKE LANE

CONTINENTAL CROSSWALK DETAIL

MAY USE

FULL LANE
HOUR

PARKING
2 7AM
TO6PM

SUNDAYS AND CERTAIN

HOLIDAYS EXCEPTED

NO PED CROSSING

USE CROSSWALK

NO PED CROSSING

USE CROSSWALK

PARKING
ONLY

PARKING
RIGHT
TURN

ONLYONLY
VAN

ACCESSIBLE
KEEP
RIGHT
R3-5(MOD)R3-5
R4-11
R3-18
OM1-1
R6-4 R49(CA)R32(CA)R4-7a(CA)
R99(CA)
R7-8b(CA)
D4-1
El Cajon Blvd
D1-1d
(Johnson Ave)
D1-1d
(El Cajon Blvd)

WHITE YIELD LINE DETAIL
NEW

TRAFFIC

PATTERN
AHEAD
W23-2
45° ANGLED PARKING

STALL DETAIL

PARKING
ONLY

MINIMUM
FINE $250
R99C(CA)
Johnson Ave
N0

STOPPING
ANY
TIME
R26(CA)

GENERAL NOTES

1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING.

2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THESE PLANS AND THE MOST RECENTLY

ADOPTED EDITIONS OF THE CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS AND SPECIFICATIONS,

THE CALIFORNIA DEPARTMENT OF TRANSPORTATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD), AND SAN DIEGO REGIONAL STANDARD DRAWINGS.

3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE ENGINEER OR HIS/HER REPRESENTATIVE, PRIOR TO INSTALLATION.

4. ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER PRIOR TO ANY CHANGE IN THE FIELD.

5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS.

6. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS AND PAVEMENT LEGENDS (INCLUDING

WATERBORNE BASED PAINT) WITHIN THE PROPOSED IMPROVEMENT AREA BY GRINDING UNLESS OTHERWISE APPROVED BY THE ENGINEER. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR.

7. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED.

8. STRIPING SHALL BE 2-COAT PAINT AND SHALL BE INSTALLED WITHIN 1 WEEK OF SLURRY SEAL PLACEMENT.

9. ALL CROSSWALKS, LIMIT LINES, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. ALL CROSSWALKS, LIMIT LINES, PAVEMENT ARROWS AND PAVEMENT LEGENDS INSTALLED FULLY OR PARTIALLY ON CONCRETE SHALL BE PREFORMED.

10. CONTRACTOR SHALL REMOVE ALL CONFLICTING SIGN POLES AND FOUNDATIONS UNLESS OTHERWISE APPROVED BY THE ENGINEER. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR.

11. ALL RAISED MEDIAN NOSES SHALL BE PAINTED YELLOW.

12. ALL SIGNS SHALL BE STANDARD SIZE.

13. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45.

14. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED IN ACCORDANCE WITH CALTRANS STANDARD PLAN RS4.

15. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF EL CAJON PUBLIC WORKS YARD.

16. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN.

17. THE BOTTOM OF TRAFFIC SIGNS SHALL BE A MINIMUM OF 7 FEET ABOVE THE FINISHED SURFACE. R4-7 AND OM1-1 SIGNS SHALL BE A MINIMUM OF 2 FEET ABOVE THE FINISHED GRADE OR AS DIRECTED BY THE ENGINEER.

18. ALL NEW SIGNS SHALL BE CLEARLY VISIBLE AND NOT BLOCKED BY ANY OBSTRUCTIONS. THE CONTRACTOR IS RESPONSIBLE TO TRIM OR REMOVE ANY VEGETATION BLOCKING NEW SIGNS.

19. ALL NEW SIGNS SHALL MAINTAIN A MINIMUM 42" WALK PATH.

20. PROPOSED CURB RETURN POP-OUTS SHALL BE PAINTED RED ALONG SIDE STREETS WITHIN PCR LIMITS. DRIVEWAYS ARE NOT TO BE PAINTED.

21. MAINTAIN A MINIMUM OF 12" CLEAR BETWEEN NEW SIGN POSTS AND FOUNDATIONS TO EXISTING UTILITIES.

R3-2
RIGHT
LANE
ENDS
W9-1(R)
W4-2(R)
W11-1(CA)
3/20/2022
3/20/2022

3 3
3 3
3 3
3 38 L=76'
38 L=70'
27BL=333'
2 1 L=19'
3 3 3
3 27BL=282'
2 4
38 L=245'
(TOTAL)5
27BL=115'
6 25AL=90'
(TOTAL)
8 W11-2, W16-7P
R/W
R/W
R/W
R/W
221 222 223 224 225 226
11'
15'
29'
12'
(19')
(18')
8'
14'
12'
14'
8'
14'
14'
(20')
(12')
(20')

CHAMBERLAIN
AVE

EL CAJON BLVD
487-531-05
487-532-29 487-532-33
487-532-05 487-532-06 487-532-07 487-532-08 487-532-09 487-532-10 487-532-11 487-500-29
487-520-18
487-520-17 487-520-16 487-520-15 487-520-14 487-520-13
45°
27'9'
9 R1-1
R3-5R
9 SNS;
R1-1
11 11
1L=18'
2 9 R5-1
9'
45°
27'
5'
12 R32 (CA) 12 SNS;
R1-1
13R32(CA)
13SNS;
R1-1
9 R32 (CA)
9 R99C(CA);
R7-8b
9 R32(CA)
8 R32(CA)
9 R32(CA)
13CUSTOM
SIGN
8 W11-2;
W16-7P
3 15
320' SHIFT TAPER
W=12' @ 40MPH
8 W11-2;
W16-7P(R)
(BOTH SIDES)
15 7'
9 R99C(CA)
9'
16(TYP)16(TYP)16(TYP)16 (TYP)
16 (TYP)
NO

PARKING
NO

PARKING
8'
12 R32(CA)
12 R32(CA)
12 R32(CA) 12 R32(CA)
1 L=18'
9 R32(CA)9 R32(CA)
(2')
12 R-99 (CA)
R81(CA)
8 R32(CA)
(18')
1 L=20'
1 L=16'
3 2
33 3
3 39 L=140'
27BL=235'
27BL=40'
1L=16'
1 L=22'
3 3
10 10
4 4 38 L=215'
(TOTAL)
38 L=440'
(TOTAL) 5
5 3
27BL=85'
217 218 219 220
13'
13'
12'
13'
(12')
(12')
(19')
15'
12'
6'
22'
21'
(20')
(13')
(19')
(14')

EL CAJON BLVD

LEMON AVE
5'
5'
45°
27'9'
9 R3-1 9 R1-1
9R3-7
13 9R1-1;
OM1-1(BACK-TO-BACK)
9 D1-1d (FRANKLIN AVE)
D4-1
9 R5-1
9'
45°10
13 SNS;
R1-1 13 R32 (CA)
13CUSTOM
SIGN
13R32 (CA) 13R32(CA)
27'
9 R32(CA)
13 R3-5 (MOD)(R)
14 14
14 14
9 R32(CA)
39AL=65'
3 3
3 R/W
320' SHIFT TAPER
W=12' @ 40MPH
7'R20'
R25'
R51'
27CL=20'
16 (TYP)
16 (TYP)
16 (TYP)
NO

PARKING NO

PARKING
NO
PARKING18
(15')
3 21 R3-2
9 W4-2(R)
13 R32 (CA)
SNS;
R1-1
STOP PER CALTRANS STANDARD PLAN A24D
TYPE VI ARROW PER CALTRANS STANDARD PLAN A24A

TRAFFIC SIGNAL
(XX') EXISTING LANE WIDTH

XX' NEW LANE WIDTH

STRIPING DETAIL PER LATEST CALTRANS STANDARD PLANS
TYPE IV ARROW PER CALTRANS STANDARD PLAN A24A
NO
PARKING NO PARKING PER CALTRANS REVISED STANDARD PLAN A24E

SHARROW PAVEMENT MARKING PER CALTRANS
STANDARD PLAN A24C
LEGEND

EXISTING SIGNS

PROPOSED SIGN
YIELD LINE PER CALTRANS REVISED STANDARD PLAN A24G
YIELD PER CALTRANS STANDARD PLAN A24D

SLURRY SEAL

RECTANGULAR RAPID FLASHING BEACON ASSEMBLY
(SEE ELECTRICAL PLANS)
L=XX' NEW LENGTH OF STRIPING
TYPE VI ARROW PER CALTRANS STANDARD PLAN A24A
BLUE RETROREFLECTIVE PAVEMENT MARKER PER SDRSD M-19
MATCHLINE STA 220+75

SEE ABOVE

OF SHEETS
SHEET NO.

DRAWING NO.

ENGINEERING DIVISION JOB NO.

APPROVAL

CHECKED BY

DRAWN BY

FIELD BOOK

BYCHANGE

DATE STARTED

INSPECTOR

DATE COMPLETED

CONTRACTOR

CONSTRUCTION RECORD
DATE

AS BUILT

ENGINEER OF WORK
DATE

PLAN REVISION

CITY OF EL CAJON

PUBLIC WORKS DEPARTMENT

DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DATE
58 14619
PW3690

EL CAJON BOULEVARD STREETSCAPE
®
P:\Project\2019.0362.01_El Cajon Transit Connections\CAD\Plans\362.01_PM.dwg Plot: Blanca Soto Date: 2/15/2022 12:01:00 PM

REGISTEREDPROFESSIONALENGINEER

STATE OF CALIFORNIACI VI L
C 81522

TOMO TAKAHASHI
MATCHLINE STA 220+75
SEE BELOWMATCHLINE STA 226+00
SEE SHEET 56
N
0' 20' 40'
SCALE 1" = 20'

FRANKLIN

AVERICHFIELD
AVE
MILLAR
AVE

STRIPING DETAILS
INSTALL YELLOW LEFT EDGE LINE (DETAIL 25A) PER CALTRANS REVISED STANDARD PLAN A20B.

INSTALL WHITE RIGHT EDGE LINE (DETAIL 27B) PER CALTRANS REVISED STANDARD PLAN RSP A20B.

INSTALL WHITE RIGHT EDGE EXTENSION LINE (DETAIL 27C) PER CALTRANS REVISED STANDARD PLAN RSP A20B.

INSTALL WHITE CHANNELIZING LANE LINE (DETAIL 38) PER CALTRANS REVISED STANDARD PLAN A20D.

INSTALL INTERSECTION BIKE LANE LINE (DETAIL 39A) PER CALTRANS REVISED STANDARD PLAN A20D.
27B
25A
39A

SIGNING AND STRIPING NOTES
1 FURNISH AND INSTALL 12" WIDE WHITE THERMOPLASTIC LIMIT LINE. 2 FURNISH AND INSTALL WHITE (UNLESS NOTED OTHERWISE) THERMOPLASTIC CONTINENTAL CROSSWALK PER DETAIL ON SHEET 54.
3 FURNISH AND INSTALL THERMOPLASTIC PAVEMENT MARKING PER CALTRANS STANDARD PLAN. SEE LEGEND ON THIS SHEET.
4 FURNISH AND INSTALL 6" WIDE WHITE 2-COAT PAINT DIAGONAL MARKINGS AT 45° AND 20' SPACING CENTER TO CENTER.
5 FURNISH AND INSTALL 36" TALL WHITE DELINEATOR POSTS WITH DOUBLE WRAP GRAY REFLECTIVE SHEETING AT 20' INTERVAL CENTER TO CENTER, 3' FROM THE EDGE LINE. POSTS SHALL BE PEXCO "CITY POST SM" OR APPROVED EQUAL. 6 FURNISH AND INSTALL 36" TALL YELLOW DELINEATOR POSTS WITH DOUBLE WRAP YELLOW REFLECTIVE SHEETING AT 5' INTERVAL CENTER TO CENTER.

POSTS SHALL BE PEXCO "CITY POST SM" OR APPROVED EQUAL.
8 FURNISH AND INSTALL NEW SIGN ON POLE.
9 FURNISH AND INSTALL NEW SIGN ON POST.
10 FURNISH AND INSTALL 4" WIDE WHITE 2-COAT DIAGONAL CROSSHATCH MARKINGS WITH 4' SPACING ON CENTER.
11 FURNISH AND INSTALL ACCESSIBLE PARKING PER SDRSD M-27B WITHOUT WHEEL STOP.
12 REMOVE AND SALVAGE EXISTING SIGN AND POST.
13 EXISTING SIGN(S) TO REMAIN.
14 EXISTING PAVEMENT MARKING TO REMAIN.
15 EXISTING PAVEMENT MARKING TO BE REMOVED BY SANDBLASTING OR SEAL COAT.
16 FURNISH AND INSTALL 45° ANGLE PARKING PER DETAIL ON SHEET 54. 18 CONFORM TO EXISTING STRIPING. BEGIN/END REMOVAL OF EXISTING STRIPING. 21 FURNISH AND INSTALL NEW SIGN ON EXISTING POST.

SIGNING AND MARKING PLANS
55 27C
38 9
W9-1(R)
(PLACE SIGN AT THE NE

CORNER OF EL CAJON

BLVD AND MARSHALL AVE)
3/20/2022
3/20/2022

1 2
3 3
3 3
7 3
7 3
1L=30'
(TOTAL)
25AL=37'
(TOTAL)
3 37
3 25AL=8'
25AL=65'
(TOTAL)
25AL=91'
(TOTAL)
12R1-1
27BL=144'
31L=30'
(TOTAL)
1L=30'
(TOTAL) 1 L=30'
(TOTAL)
1 L=28'
(TOTAL)
1 L=30'
(TOTAL)
1L=24'
(TOTAL)
3 25AL=425'
3 3
3 27BL=170'
27BL=26'
27BL=29'
27BL=16'
3 7
25AL=104'
(TOTAL)
25AL=16' 25AL=39'
25AL=160'
(TOTAL)22 L=34'
25AL=30'
R/W
R/W
R/W
R/W
R/W
R/W

MAINTENANCE VEHICLE PULLOUT
226 227 228 229 230 231 232
13 14
15 10
11 12
14 15
16 18'
17'
15'
15'
8'
14'
14'
15'
19'
14'
13'
21'
18'
18'
17'
(18')
18'
16'
17'
17'
(20')
(20')
(20')
(20')
(18')

PALM AVE

PRIVATE DWY

EL CAJON BLVD

JOHNSON AVE

EL CAJON BLVD
487-520-12 487-520-11 487-520-10 487-520-19
487-532-28 487-532-14 487-532-15
487-532-16 487-532-17 487-532-18 487-532-19
487-323-17
487-312-12
487-312-13
487-312-11
487-312-10
10 9'
45°
27' 9 D1-1d (JOHNSON AVE)
9D1-1d (JOHNSON AVE)
9D1-1d (EL CAJON BLVD)
9 D1-1d (EL CAJON BLVD)
5'
9 R32(CA)
8 R32(CA)
9R1-1;
R3-5(R)
8 R32(CA)
9 R99C(CA);
R7-8b
9R1-2
9 W3-2
9 R4-11
8 W11-2;
W16-7P(L)
8W11-2;
W16-7P(L)
8 W11-2;
W16-7P(R)
(BOTH SIDES)
8W11-2;
W16-7P(L)
3 3
12 R2-1(CA);
R32(CA)
9 R1-2
3 9R1-2
9R6-1(R)
9W3-2;
R4-11
8R6-1
9R32(CA)
13CUSTOM
SIGN
9 R6-1(R);
R6-4 (4' MOUNTING HEIGHT)
9R6-1(R);
R6-4 (4' MOUNTING HEIGHT)
9R6-1(R);
R6-4 (4' MOUNTING HEIGHT)
9 R6-1(R);
R6-4 (4' MOUNTING HEIGHT)
9 R6-1(R);
R6-4 (4' MOUNTING HEIGHT)
9R6-1(R)
8 W11-2;
W16-7P(L)
8W11-2;
W16-7(L)
9R4-7;
OM1-1
12 R2-1(CA)
3 9 W3-2;
R4-11
3 9R6-1(R)
27BL=105'
8 W11-2;
W16-7P(R)
(BOTH SIDES)
9R4-7;
OM1-1
9 R6-1(R)
9W3-2
8 W11-2;
W16-7P(L)
9 W2-6;
W16-17P;
W13-1P(15 MPH)
3 3
8 W11-2;
W16-7P(L)
18 18
18 16(TYP) 16(TYP)
27BL=26'
NO

PARKING
NO
PARKING45°
3 8
W11-2;
W16-7P(R)
(BOTH SIDES)
8 R2-1(CA)
1 L=30'
(TOTAL)
12R32(CA)
9R32(CA);
R81B(CA)
9R4-11
3 9 R1-1;
R3-5(R)
12 R2-1(35);
R32(CA)
28L=30'
(TOTAL)
12 R32(CA)
12 R32(CA)
12R3-2
20 12 R32(CA) 12R32(CA)
8 R1-2
8W11-2;
W16-7P(L)
8 W11-2;
W16-7P(R)
(BOTH SIDES)
27BL=35'
STOP PER CALTRANS STANDARD PLAN A24D
TYPE VI ARROW PER CALTRANS STANDARD PLAN A24A

TRAFFIC SIGNAL
(XX') EXISTING LANE WIDTH

XX' NEW LANE WIDTH

STRIPING DETAIL PER LATEST CALTRANS STANDARD PLANS
TYPE IV ARROW PER CALTRANS STANDARD PLAN A24A
NO
PARKING NO PARKING PER CALTRANS REVISED STANDARD PLAN A24E

SHARROW PAVEMENT MARKING PER CALTRANS
STANDARD PLAN A24C
LEGEND

EXISTING SIGNS

PROPOSED SIGN
YIELD LINE PER CALTRANS REVISED STANDARD PLAN A24G
YIELD PER CALTRANS STANDARD PLAN A24D

SLURRY SEAL

RECTANGULAR RAPID FLASHING BEACON ASSEMBLY
(SEE ELECTRICAL PLANS)
L=XX' NEW LENGTH OF STRIPING
TYPE VI ARROW PER CALTRANS STANDARD PLAN A24A
BLUE RETROREFLECTIVE PAVEMENT MARKER PER SDRSD M-19

OF SHEETS
SHEET NO.

DRAWING NO.

ENGINEERING DIVISION JOB NO.

APPROVAL

CHECKED BY

DRAWN BY

FIELD BOOK

BYCHANGE

DATE STARTED

INSPECTOR

DATE COMPLETED

CONTRACTOR

CONSTRUCTION RECORD
DATE

AS BUILT

ENGINEER OF WORK
DATE

PLAN REVISION

CITY OF EL CAJON

PUBLIC WORKS DEPARTMENT

DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DATE
58 14619
PW3690

EL CAJON BOULEVARD STREETSCAPE
®
P:\Project\2019.0362.01_El Cajon Transit Connections\CAD\Plans\362.01_PM.dwg Plot: Blanca Soto Date: 2/15/2022 12:01:17 PM

REGISTEREDPROFESSIONALENGINEER

STATE OF CALIFORNIACI VI L
C 81522

TOMO TAKAHASHI

JOHNSON AVE
MATCHLINE STA 226+00
SEE SHEET 55
MATCHLINE STA 232+25
SEE SHEET 57
N
0' 20' 40'
SCALE 1" = 20'

SIGNING AND MARKING PLANS
56 9
W16-17P;
W2-6;
W13-1P(15)
100'
9 W16-17P;
W2-6;
W13-1P(15)
100'

SIGNING AND STRIPING NOTES
1 FURNISH AND INSTALL 12" WHITE THERMOPLASTIC LIMIT LINE. 2 FURNISH AND INSTALL WHITE (UNLESS NOTED OTHERWISE) THERMOPLASTIC CONTINENTAL CROSSWALK PER DETAIL ON SHEET 54.
3 FURNISH AND INSTALL THERMOPLASTIC PAVEMENT MARKING PER CALTRANS STANDARD PLAN. SEE LEGEND ON THIS SHEET.
4 FURNISH AND INSTALL 6" WHITE DIAGONAL MARKINGS AT 45° AND 20' SPACING CENTER TO CENTER.
7 FURNISH AND INSTALL WHITE THERMOPLASTIC YIELD LINE PER DETAIL ON SHEET 54.
8 FURNISH AND INSTALL NEW SIGN ON POLE.
9 FURNISH AND INSTALL NEW SIGN ON POST.
10 FURNISH AND INSTALL 4" WIDE WHITE 2-COAT DIAGONAL CROSSHATCH MARKINGS WITH 4' SPACING ON CENTER.
12 REMOVE AND SALVAGE EXISTING SIGN AND POST.
13 EXISTING SIGN(S) TO REMAIN.
16 FURNISH AND INSTALL 45° ANGLE PARKING PER DETAIL ON SHEET 54. 18 CONFORM TO EXISTING STRIPING. BEGIN/END REMOVAL OF EXISTING STRIPING. 20 FURNISH AND INSTALL BLUE RETROREFLECTIVE PAVEMENT MARKER PER SDRSD M-19.

GENERAL NOTES:

1. THE MOUNTING HEIGHT TO BOTTOM OF R6-4 SIGNS WITHIN CENTER ISLAND OF ROUNDABOUT SHALL BE 48-INCHES MEASURED FROM THE SURFACE OF THE TRUCK APRON TO THE BOTTOM OF THE SIGN.

2. FURNISH AND INSTALL W23-2 SIGN WITH ORANGE FLAG ASSEMBLY ON NEW POST PLACED MIN. 100' IN ADVANCE OF W16-1P;W2-6;W13-1P ASSEMBLY FOR EACH APPROACH OF EL CAJON AND JOHNSON INTERSECTION. W23-2 ASSEMBLY TO BE REMOVED AND SALVAGED 3-MONTHS FROM DATE OF INSTALLATION BY CONTRACTOR.

STRIPING DETAILS
INSTALL TWO-DIRECTIONAL NO PASSING LINE (DETAIL 22) PER CALTRANS REVISED STANDARD PLAN A20A.

INSTALL YELLOW LEFT EDGE LINE (DETAIL 25A) PER CALTRANS REVISED STANDARD PLAN A20B.

INSTALL WHITE RIGHT EDGE EXTENSION LINE (DETAIL 27C) PER CALTRANS REVISED STANDARD PLAN RSP A20B.

INSTALL YELLOW DOUBLE LEFT EDGE LANE LINE (DETAIL 28) PER CALTRANS REVISED STANDARD PLAN A20B.

INSTALL WHITE CHANNELIZING LANE LINE (DETAIL 38) PER CALTRANS REVISED STANDARD PLAN A20D.

INSTALL INTERSECTION BIKE LANE LINE (DETAIL 39A) PER CALTRANS REVISED STANDARD PLAN A20D.
27B
25A
39A
38 22
28 3/20/2022
3/20/2022

3 3
3 3
3 27BL=500'38 L=34'
27BL=445'
10 238 239 240 241 242
14'
14'
12'
14'
13'
14'

EL CAJON BLVD
27'
9'
45°
22'
10 8'
13 R32(CA) 13 R32(CA)
13 R32(CA) 13 R32(CA) 13 R32(CA) 13R3-7
10 350' MERGE TAPER
W=13' @ 40MPH
22' DRIVEWAY
16 (TYP) 16 (TYP)
10 10
38' DRIVEWAY
16 (TYP)
22'
3 27'
9'
45°
8'
9 R32(CA) 9 R32(CA) 9 R32(CA) 9 R32(CA) 9 R32(CA) 9 R32(CA) 9 R32(CA) 20 27'
8'
9 R32(CA)
17L=12'
3 3
3 3 3
27BL=220'
27BL=268'
1L=14'
2 1 L=26'
1L=26'
27BL=107'
10 10
10 2
25AL=30'
TS
27BL=15'
38 L=14'
27BL=14'
R/W
R/W
233 234 235 236 237
14'
14'
8'
14'
14'
(12') (14')
(20')
14' 14'
14'EL CAJON BLVD
487-323-26 487-323-24
487-321-02487-321-24
487-321-25487-321-26
9'
27'
45°
16 10
17 9 W3-2;
R4-11
9 W2-6;
W16-17P;
W13-1P(15 MPH)
13 R49(CA)
13 R49(CA)
(BOTH SIDES)
13 R49(CA)
(BOTH SIDES)
13 R49(CA)
(BOTH SIDES)
13 R3-18
13R49(CA)
14 33' DRIVEWAY 30' DRIVEWAY
13 R49(CA)
(BOTH SIDES)
9' R20'
13R49(CA);
R3-18
16(TYP)
16(TYP)
16(TYP)
14'
21'
9 R32(CA) 9 R32(CA)
R20'
10 13 R32(CA)9 R32(CA) 9 R32(CA)
22'
9 R2-1(35)
17L=36'
9 R32(CA)
12'
10 STOP PER CALTRANS STANDARD PLAN A24D
TYPE VI ARROW PER CALTRANS STANDARD PLAN A24A

TRAFFIC SIGNAL
(XX') EXISTING LANE WIDTH

XX' NEW LANE WIDTH

STRIPING DETAIL PER LATEST CALTRANS STANDARD PLANS
TYPE IV ARROW PER CALTRANS STANDARD PLAN A24A
NO
PARKING NO PARKING PER CALTRANS REVISED STANDARD PLAN A24E

SHARROW PAVEMENT MARKING PER CALTRANS
STANDARD PLAN A24C
LEGEND

EXISTING SIGNS

PROPOSED SIGN
YIELD LINE PER CALTRANS REVISED STANDARD PLAN A24G
YIELD PER CALTRANS STANDARD PLAN A24D

SLURRY SEAL

RECTANGULAR RAPID FLASHING BEACON ASSEMBLY
(SEE ELECTRICAL PLANS)
L=XX' NEW LENGTH OF STRIPING
TYPE VI ARROW PER CALTRANS STANDARD PLAN A24A
BLUE RETROREFLECTIVE PAVEMENT MARKER PER SDRSD M-19

OF SHEETS
SHEET NO.

DRAWING NO.

ENGINEERING DIVISION JOB NO.

APPROVAL

CHECKED BY

DRAWN BY

FIELD BOOK

BYCHANGE

DATE STARTED

INSPECTOR

DATE COMPLETED

CONTRACTOR

CONSTRUCTION RECORD
DATE

AS BUILT

ENGINEER OF WORK
DATE

PLAN REVISION

CITY OF EL CAJON

PUBLIC WORKS DEPARTMENT

DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DATE
58 14619
PW3690

EL CAJON BOULEVARD STREETSCAPE
®
P:\Project\2019.0362.01_El Cajon Transit Connections\CAD\Plans\362.01_PM.dwg Plot: Blanca Soto Date: 2/15/2022 12:01:30 PM

REGISTEREDPROFESSIONALENGINEER

STATE OF CALIFORNIACI VI L
C 81522

TOMO TAKAHASHI
MATCHLINE STA 232+25
SEE SHEET 56
MATCHLINE STA 237+25

SEE BELOW
MATCHLINE STA 237+25

SEE ABOVE
MATCHLINE STA 242+25
SEE SHEET 58
N
0' 20' 40'
SCALE 1" = 20'

LEXINGTON AVE

STRIPING DETAILS
INSTALL YELLOW LEFT EDGE LINE (DETAIL 25A) PER CALTRANS REVISED STANDARD PLAN A20B.

INSTALL WHITE RIGHT EDGE LINE (DETAIL 27B) PER CALTRANS REVISED STANDARD PLAN RSP A20B.
38 INSTALL WHITE CHANNELIZING LANE LINE (DETAIL 38) PER CALTRANS REVISED STANDARD PLAN A20D.
27B
25A

SIGNING AND MARKING PLANS
57 SIGNING AND STRIPING NOTES
1 FURNISH AND INSTALL 12" WHITE THERMOPLASTIC LIMIT LINE. 2 FURNISH AND INSTALL WHITE (UNLESS NOTED OTHERWISE) THERMOPLASTIC CONTINENTAL CROSSWALK PER DETAIL ON SHEET 54.
3 FURNISH AND INSTALL THERMOPLASTIC PAVEMENT MARKING PER CALTRANS STANDARD PLAN. SEE LEGEND ON THIS SHEET.
8 FURNISH AND INSTALL NEW SIGN ON POLE.
9 FURNISH AND INSTALL NEW SIGN ON POST.
10 FURNISH AND INSTALL 4" WIDE WHITE 2-COAT DIAGONAL CROSSHATCH MARKINGS WITH 4' SPACING ON CENTER.
11 FURNISH AND INSTALL ACCESSIBLE PARKING PER SDRSD M-27B WITHOUT WHEEL STOP.
12 REMOVE AND SALVAGE EXISTING SIGN AND POST.
13 EXISTING SIGN(S) TO REMAIN.
14 EXISTING PAVEMENT MARKING TO REMAIN.
16 FURNISH AND INSTALL 45° ANGLE PARKING PER DETAIL ON SHEET 54. 17 PAINT CURB RED.
20 FURNISH AND INSTALL BLUE RETROREFLECTIVE PAVEMENT MARKER PER SDRSD M-19.
3/20/2022
3/20/2022

3 9 240'
3 3
3 27B220'
38A423'
(TOTAL)
3 3
38 L=100'
TS
243
244
245
246
38 39
14'
22'
12'
17'
20'
15'

MAIN ST

EL CAJON BLVD

MAIN ST

DOUGLAS AVE
VARIES
8'
13 R26(CA) 13 R26(CA)
13 R32(CA)
9 R32(CA)
14 14
14 13 R4-7a;
R3-7
13R1-2
13 R4-7a
13 R49(CA)
(BOTH SIDES)
22 3
9 W9-1(R)13 R32(CA)
21 R81A(CA)
3 9 W4-2(R)
17 L=63'
21 R81A(CA)
20 1L=19'
1L=117'15'
12'
6'
6'
R79'
3 9W11-1
3 39 220'
STOP PER CALTRANS STANDARD PLAN A24D
TYPE VI ARROW PER CALTRANS STANDARD PLAN A24A

TRAFFIC SIGNAL
(XX') EXISTING LANE WIDTH

XX' NEW LANE WIDTH

STRIPING DETAIL PER LATEST CALTRANS STANDARD PLANS
TYPE IV ARROW PER CALTRANS STANDARD PLAN A24A
NO
PARKING NO PARKING PER CALTRANS REVISED STANDARD PLAN A24E

SHARROW PAVEMENT MARKING PER CALTRANS
STANDARD PLAN A24C
LEGEND

EXISTING SIGNS

PROPOSED SIGN
YIELD LINE PER CALTRANS REVISED STANDARD PLAN A24G
YIELD PER CALTRANS STANDARD PLAN A24D

SLURRY SEAL

RECTANGULAR RAPID FLASHING BEACON ASSEMBLY
(SEE ELECTRICAL PLANS)
L=XX' NEW LENGTH OF STRIPING
TYPE VI ARROW PER CALTRANS STANDARD PLAN A24A
BLUE RETROREFLECTIVE PAVEMENT MARKER PER SDRSD M-19

OF SHEETS
SHEET NO.

DRAWING NO.

ENGINEERING DIVISION JOB NO.

APPROVAL

CHECKED BY

DRAWN BY

FIELD BOOK

BYCHANGE

DATE STARTED

INSPECTOR

DATE COMPLETED

CONTRACTOR

CONSTRUCTION RECORD
DATE

AS BUILT

ENGINEER OF WORK
DATE

PLAN REVISION

CITY OF EL CAJON

PUBLIC WORKS DEPARTMENT

DEPUTY DIRECTOR OF PUBLIC WORKS/CITY ENGINEER DATE
58 14619
PW3690

EL CAJON BOULEVARD STREETSCAPE
®
P:\Project\2019.0362.01_El Cajon Transit Connections\CAD\Plans\362.01_PM.dwg Plot: Blanca Soto Date: 2/15/2022 12:01:39 PM

REGISTEREDPROFESSIONALENGINEER

STATE OF CALIFORNIACI VI L
C 81522

TOMO TAKAHASHI
MATCHLINE STA 242+25
SEE SHEET 57
N
0' 20' 40'
SCALE 1" = 20'

STRIPING DETAILS
9 INSTALL WHITE LANE LINE (DETAIL 9) PER CALTRANS REVISED STANDARD PLAN A20A.

INSTALL WHITE RIGHT EDGE LINE (DETAIL 27B) PER CALTRANS REVISED STANDARD PLAN RSP A20B.
38 INSTALL WHITE CHANNELIZING LANE LINE (DETAIL 38) PER CALTRANS REVISED STANDARD PLAN A20D.

INSTALL WHITE CHANNELIZING LANE LINE (DETAIL 38A) PER CALTRANS REVISED STANDARD PLAN A20D.
39 INSTALL WHITE CHANNELIZING LANE LINE (DETAIL 38) PER CALTRANS REVISED STANDARD PLAN A20D.
27B

SIGNING AND MARKING PLANS
58 SIGNING AND STRIPING NOTES
1 FURNISH AND INSTALL 12" WHITE THERMOPLASTIC LIMIT LINE. 3 FURNISH AND INSTALL THERMOPLASTIC PAVEMENT MARKING PER CALTRANS STANDARD PLAN. SEE LEGEND ON THIS SHEET.
8 FURNISH AND INSTALL NEW SIGN ON POLE.
9 FURNISH AND INSTALL NEW SIGN ON POST.
12 REMOVE AND SALVAGE EXISTING SIGN AND POST
13 EXISTING SIGN(S) TO REMAIN
14 EXISTING PAVEMENT MARKING TO REMAIN
17 PAINT CURB RED.
21 REMOVE AND SALVAGE EXISTING SIGN PANEL.
22 FURNISH AND INSTALL 6" WIDE WHITE 2-COAT PAINT DIAGONAL MARKINGS AT 45° AND 12' SPACING CENTER TO CENTER.
38A
3/20/2022
3/20/2022

SAMPLE WORK

PRODUCTS
LEuCADIA
ROuNDABOuT
Leucadia Boulevard Streetscape Phase 2 – Encinitas, California I-5N. VULCAN AVE.
"PACIFIC OCEAN"

HYGEIA AVE

HYMETTUS AVEHERMES AVE

LEUCADIA BLVD

FULVIA ST

PROJECT

SITE EOLUS AVE

ORPHEUS AVE
N. COAST HWY 101
TRAIN
TRACKS

2. 3.

4. “ ”

5. 6.

7. 8.

9. 10.

11. 12. ”

13. 14.

15. 16.

17. 18.

19. 20.

20.A.

21. 22.

23. 24.

25. 26.

27. 28.

DRAWING NO.

SHEET OF 74

CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENTENGINEERING DIVISION APPROVALSBENCHMARK LEUCADIA BLVD @ HYGEIA AVE
CITY OF ENCINITAS SI-126

AS-BUILT APPROVALS
1 LEUCADIA BLVD

ROUNDABOUT

DRAWING NO.

SHEET OF 74

CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENTENGINEERING DIVISION APPROVALSBENCHMARK LEUCADIA BLVD @ HYGEIA AVE
CITY OF ENCINITAS SI-126

AS-BUILT APPROVALS
2 W
SS
G
T
E
//
®
DRAWING NO.

SHEET OF 74

CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENTENGINEERING DIVISION APPROVALSBENCHMARK LEUCADIA BLVD @ HYGEIA AVE
CITY OF ENCINITAS SI-126

AS-BUILT APPROVALS

MOUNTABLE CURBB

ROUNDABOUT CENTER ISLAND TYPICAL SECTIONA

BIKE RAMPE
80MM PAVERC
3 SAWCUT IN AC PAVEMENT D

SAWCUT IN AC PAVEMENT NEAR C&G

ROADWAY SAWCUT DETAIL

CONCRETE SIDEWALK WITH MONOLITHIC BACK CURBF

TYPICAL SIDEWALK SECTIONSG

SIDEWALK LOWER THAN TOP OF CURB

BACK OF SIDEWALK EDGE CONDITIONS

SECTION B-B

SECTION A-A

PLAN VIEW
DRAWING NO.

SHEET OF 74

CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENTENGINEERING DIVISION APPROVALSBENCHMARK LEUCADIA BLVD @ HYGEIA AVE
CITY OF ENCINITAS SI-126

AS-BUILT APPROVALS

BMP CURB INLET AND OUTLETH

CURB & GUTTER TRANSITION I

ROCK SWALEL
BROW DITCH - MODIFIED TYPE A PER SDRSD D-75K

SPLASH PADM
4 IMPERMEABLE LINER CONNECTIONN

CONCRETE RETAINING WALLSJ

TYPE A RETAINING WALL ADJACENT TO SDG&E VAULT

RETAINING WALL ADJACENT TO LANDSCAPE
DRAWING NO.

SHEET OF 74

CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENTENGINEERING DIVISION APPROVALSBENCHMARK LEUCADIA BLVD @ HYGEIA AVE
CITY OF ENCINITAS SI-126

AS-BUILT APPROVALS

CHECK DAMP

VEGETATED BASIN, THICKENED CURB AND GUTTER, AND PLANTER WALLO LINER PENETRATIONQ

VEGETATED BASIN IN OPEN AREA

VEGETATED BASIN IN PARKWAY - SOUTHERN SIDE OF LEUCADIA BLVD 5 VEGETATED BASIN IN PARKWAY - NORTHERN SIDE OF LEUCADIA BLVD DRAWING NO.

SHEET OF 74

CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENTENGINEERING DIVISION APPROVALSBENCHMARK LEUCADIA BLVD @ HYGEIA AVE
CITY OF ENCINITAS SI-126

AS-BUILT APPROVALS
6 TYPICAL SECTION A-A TYPICAL SECTION B-B

TYPICAL SECTION C-C TYPICAL SECTION D-D

TYPICAL SECTION E-E
DRAWING NO.

SHEET OF 74

CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENTENGINEERING DIVISION APPROVALSBENCHMARK LEUCADIA BLVD @ HYGEIA AVE
CITY OF ENCINITAS SI-126

AS-BUILT APPROVALS
7 TYPICAL SECTION F-F

TYPICAL SECTION G-G

TYPICAL SECTION H-H
DRAWING NO.

SHEET OF 74

CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENTENGINEERING DIVISION APPROVALSBENCHMARK LEUCADIA BLVD @ HYGEIA AVE
CITY OF ENCINITAS SI-126

AS-BUILT APPROVALS
8 TYPICAL SECTION I-I

TYPICAL SECTION J-J TYPICAL SECTION K-K

TYPICAL SECTION M-MTYPICAL SECTION L-L
DRAWING NO.

SHEET OF 74

CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENTENGINEERING DIVISION APPROVALSBENCHMARK LEUCADIA BLVD @ HYGEIA AVE
CITY OF ENCINITAS SI-126

AS-BUILT APPROVALS
MATCHLINE STA. 18+15.00

SEE SHEET
10 9
DRAWING NO.

SHEET OF 74

CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENTENGINEERING DIVISION APPROVALSBENCHMARK LEUCADIA BLVD @ HYGEIA AVE
CITY OF ENCINITAS SI-126

AS-BUILT APPROVALS
10 DRAWING NO.

SHEET OF 74

CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENTENGINEERING DIVISION APPROVALSBENCHMARK LEUCADIA BLVD @ HYGEIA AVE
CITY OF ENCINITAS SI-126

AS-BUILT APPROVALS
11 DRAWING NO.

SHEET OF 74

CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENTENGINEERING DIVISION APPROVALSBENCHMARK LEUCADIA BLVD @ HYGEIA AVE
CITY OF ENCINITAS SI-126

AS-BUILT APPROVALS
12 DRAWING NO.

SHEET OF 74

CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENTENGINEERING DIVISION APPROVALSBENCHMARK LEUCADIA BLVD @ HYGEIA AVE
CITY OF ENCINITAS SI-126

AS-BUILT APPROVALS
13 DRAWING NO.

SHEET OF 74

CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENTENGINEERING DIVISION APPROVALSBENCHMARK LEUCADIA BLVD @ HYGEIA AVE
CITY OF ENCINITAS SI-126

AS-BUILT APPROVALS
14 DRAWING NO.

SHEET OF 74

CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENTENGINEERING DIVISION APPROVALSBENCHMARK LEUCADIA BLVD @ HYGEIA AVE
CITY OF ENCINITAS SI-126

AS-BUILT APPROVALS
15 DRAWING NO.

SHEET OF 74

CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENTENGINEERING DIVISION APPROVALSBENCHMARK LEUCADIA BLVD @ HYGEIA AVE
CITY OF ENCINITAS SI-126

AS-BUILT APPROVALS
16 DRAWING NO.

SHEET OF 74

CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENTENGINEERING DIVISION APPROVALSBENCHMARK LEUCADIA BLVD @ HYGEIA AVE
CITY OF ENCINITAS SI-126

AS-BUILT APPROVALS
17 DRAWING NO.

SHEET OF 74

CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENTENGINEERING DIVISION APPROVALSBENCHMARK LEUCADIA BLVD @ HYGEIA AVE
CITY OF ENCINITAS SI-126

AS-BUILT APPROVALS
18 DRAWING NO.

SHEET OF 74

CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENTENGINEERING DIVISION APPROVALSBENCHMARK LEUCADIA BLVD @ HYGEIA AVE
CITY OF ENCINITAS SI-126

AS-BUILT APPROVALS
MATCHLINE STA. 18+80.00

SEE SHEET
21 19
DRAWING NO.

SHEET OF 74

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CITY OF ENCINITAS SI-126

AS-BUILT APPROVALS
20 MATCHLINE STA. 18+80.00
SEE SHEET 22

LEUCADIA BLVD
DRAWING NO.

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CITY OF ENCINITAS SI-126

AS-BUILT APPROVALS
MATCHLINE STA. 18+80.00

SEE SHEET
19 21
MATCHLINE STA. 22+50.00

SEE SHEET
24 DRAWING NO.

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CITY OF ENCINITAS SI-126

AS-BUILT APPROVALS
22 MATCHLINE STA. 18+80.00
SEE SHEET 20

LEUCADIA BLVD
DRAWING NO.

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CITY OF ENCINITAS SI-126

AS-BUILT APPROVALS
23 HYGEIA AVE
DRAWING NO.

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CITY OF ENCINITAS SI-126

AS-BUILT APPROVALS
24 MATCHLINE STA. 22+50.00

SEE SHEET
21 DRAWING NO.

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CITY OF ENCINITAS SI-126

AS-BUILT APPROVALS
25 CENTER CIRCLE TRUCK APRON
DRAWING NO.

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CITY OF ENCINITAS SI-126

AS-BUILT APPROVALS
26 DRIVEWAY
DETAIL
DRAWING NO.

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CITY OF ENCINITAS SI-126

AS-BUILT APPROVALS
27 DIRECTIONAL ADA CURB RAMP
DRAWING NO.

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CITY OF ENCINITAS SI-126

AS-BUILT APPROVALS
28 DRAWING NO.

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CITY OF ENCINITAS SI-126

AS-BUILT APPROVALS
29 DRAWING NO.

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CITY OF ENCINITAS SI-126

AS-BUILT APPROVALS
30 DRAWING NO.

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CITY OF ENCINITAS SI-126

AS-BUILT APPROVALS
31 DRAWING NO.

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CITY OF ENCINITAS SI-126

AS-BUILT APPROVALS
32 18+90 DRIVEWAY17+40 DRIVEWAY
16+86 DRIVEWAY 18+22 DRIVEWAY
17+75 DRIVEWAY 16+40 DRIVEWAY
20+00 DRIVEWAY
80 85
90 95
100
105
110
115
120
80 85
90 95
100
105
110
115
120
DRAWING NO.

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CITY OF ENCINITAS SI-126

AS-BUILT APPROVALS
33 RW 1
85 90
95 100
105
110
115
85 90
95 100
105
110
115
DRAWING NO.

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CITY OF ENCINITAS SI-126

AS-BUILT APPROVALS
34 RW 2
95 100
105
110
115
120
125
95 100
105
110
115
120
125
DRAWING NO.

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CITY OF ENCINITAS SI-126

AS-BUILT APPROVALS
35 RW 3
120
125
130
135
140
145
150
155
160
120
125
130
135
140
145
150
155
160
DRAWING NO.

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CITY OF ENCINITAS SI-126

AS-BUILT APPROVALS
36 RW 4
95 100
105
110
115
120
125
130
95 100
105
110
115
120
125
130
DRAWING NO.

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CITY OF ENCINITAS SI-126

AS-BUILT APPROVALS
37 RW 5
DRAWING NO.

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CITY OF ENCINITAS SI-126

AS-BUILT APPROVALS
38 ”

BLOW OFF PIPEA
⠀
⠀
⠀
⠀
⠀
⠀
⠀
⠀
⠀
⠀
⠀
⠀
⠀
⠀
⠀
⠀
⠀
⠀
DRAWING NO.

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CITY OF ENCINITAS SI-126

AS-BUILT APPROVALS
39 ”
”
12" WATER MAIN
⠀
⠀
⠀
⠀
⠀
⠀
⠀
⠀
⠀
⠀
⠀
⠀
⠀
⠀
⠀
⠀
⠀
⠀
⠀
⠀
⠀
⠀
DRAWING NO.

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CITY OF ENCINITAS SI-126

AS-BUILT APPROVALS
40 8" WATER MAIN
12" WATER MAIN
”
DRAWING NO.

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CITY OF ENCINITAS SI-126

AS-BUILT APPROVALS
41 90
95 100
105
110
115
90 95
100
105
110
115
80 85
90 95
100
105
110
115
PLAN

SECTION A-A

SECTION B-B
NOTES:

ANCHOR DETAIL
DRAWING NO.

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CITY OF ENCINITAS SI-126

AS-BUILT APPROVALS
42 STORM DRAINS 1, 3, AND 4 STORM DRAIN 2
80 85
90 95
100
105
110
115

SIDEWALK UNDER DRAINA
LEGEND
DRAWING NO.

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CITY OF ENCINITAS SI-126

AS-BUILT APPROVALS
43 CONSTRUCTION NOTES

DRAWING NO.

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CITY OF ENCINITAS SI-126

AS-BUILT APPROVALS
44 CONSTRUCTION NOTESLEGEND

TYPICAL ROUNDABOUT CROSSWALK DETAIL
DRAWING NO.

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CITY OF ENCINITAS SI-126

AS-BUILT APPROVALS
45 CONSTRUCTION NOTES
LEGEND

DRAWING NO.

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CITY OF ENCINITAS SI-126

AS-BUILT APPROVALS
46 STOP
YIELD

ALL WAY ONEWAY
N0

PARKING
ANY
TIME

BEGIN END

ROUNDABOUT
15 MPH

INTERSTATE

CALIFORNIA
5 SIGN LEGEND
SPEED
LIMIT
25 INTERSECTION EXTENSION GREEN BIKE

LANE CONFLICT MARKING DETAIL

TYPICAL DIAGONAL BUFFER

HATCHING

BIKE LANE WITH ARROW PAVEMENT

MARKING DETAIL
SIGNING AND STRIPING GENERAL NOTES:

WALK YOUR
BIKE
BLVDLeucadia AVEHygeia

BIKE LANE
BIKE
LANE
P
800
LEGEND

WHITE YIELD DETAIL

PATTERN
AHEAD

TRAFFIC
NEW

MATCHLINE STA. 18+75

SEE SHEET
48 DRAWING NO.

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CITY OF ENCINITAS SI-126

AS-BUILT APPROVALS
47 MATCHLINE STA. 18+75

SEE SHEET
47 DRAWING NO.

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CITY OF ENCINITAS SI-126

AS-BUILT APPROVALS
48 MATCHLINE STA. 23+75

SEE SHEET
49 MATCHLINE STA. 23+75

SEE SHEET
48 DRAWING NO.

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AS-BUILT APPROVALS
49 DRAWING NO.

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CITY OF ENCINITAS SI-126

AS-BUILT APPROVALS
50 DRAWING NO.

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CITY OF ENCINITAS SI-126

AS-BUILT APPROVALS
51 CONSTRUCTION NOTES:

GENERAL NOTES:

LEGEND
DRAWING NO.

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CITY OF ENCINITAS SI-126

AS-BUILT APPROVALS
52 DETAIL A
CONSTRUCTION NOTES:

LEGEND
(SIDE VIEW) POST-MOUNT TRANSFORMER DETAIL
DRAWING NO.

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AS-BUILT APPROVALS
CONSTRUCTION NOTES:
53 LIGHTING SINGLE LINE DIAGRAM
LEGEND

1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE "RULES AND

REGULATIONS FOR RECYCLED WATER SERVICE WITHIN THE SAN DIEGUITO WATER DISTRICT."

2. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633-2709. ALL WORK PREFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL.

3. THE CONTRACTOR WILL BE REQUIRED TO SCHEDULE A MANDATORY

PRE-CONSTRUCTION CONFERENCE WITH THE SAN DIEGUITO WATER

DISTRICT INSPECTOR PRIOR TO COMMENCEMENT OF WORK ON WATER IMPROVEMENTS. PHONE: (760) 633-2709.

4. DRINKING FOUNTAINS AND DESIGNATED EATING AREAS SHALL BE PROTECTED FROM SPRAY OF RECYCLED WATER. BEST MANAGEMENT

PRACTICES SHALL BE USED TO MINIMIZE RECYCLED WATER

ENCROACHMENT ON PUBLIC FACILITIES SUCH AS PICNIC TABLES, BARBECUES, PLAYGROUNDS, ETC.

5. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE PONDING, RUN-OFF, OVER-SPRAY AND MISTING.

6. HOSE BIBS ARE STRICTLY PROHIBITED UNLESS DESIGNED AND OPERATED IN

A MANNER ACCEPTABLE TO THE DISTRICT AND SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH.

7. ON-SITE CROSS CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE LINES ARE STRICTLY PROHIBITED.

8. NO SUBSTITUTIONS OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR APPROVAL OF THE DISTRICT.

9. ALL MAINLINE PIPES SHALL HAVE WARNING TAPE PER DISTRICT RULES AND REGULATIONS.

10. HOURS FOR IRRIGATION WITH RECYCLED WATER ARE FROM 10:00 P.M. TO 6:00 A.M. THE HOURS FOR IRRIGATION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY LOCAL AUTHORITY. IRRIGATION

DURING PUBLIC USE PERIODS WITH DISINFECTED TERTIARY RECYCLED

WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR.

11. BURIAL OF ALL WIRING AND PIPING SHALL BE PER DISTRICT RULES AND REGULATIONS.

12. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT WITH

RECYCLED WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK OF PROTECTION,

WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED.

13. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO PREVENT

OVER-SPRAYING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS.

14. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED

FOR USE ON RECYCLED WATER DISTRIBUTION SYSTEMS (SPIKES NOT

INTERCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES) PER DISTRICT RULES AND REGULATIONS.

15. ALL RECYCLED WATER APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEALTH AND SAFETY CODE.

16. ALL IRRIGATION PIPES SHALL BE STENCILED WITH THE WARNING “NON-POTABLE OR RECYCLED WATER”, COLOR-CODED PURPLE AND LAID

WITH WARNING TAPE AND STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH PER DISTRICT RULES AND REGULATIONS.

17. A POTABLE WATER SHUTDOWN TEST WILL BE PERFORMED FOR A MINIMUM OF 4 HOURS.

18. ON NEW ON-SITE SYSTEMS, POTABLE WATER, CONSTANT PRESSURE RECYCLED AND SEWER LINES SHALL BE PLACED A MINIMUM OF FOUR (4) FEET APART OR AS DIRECTED BY THE GOVERNING REGULATORY AGENCY.

MEASUREMENTS SHALL BE BETWEEN FACING SURFACES, NOT PIPE CENTERLINES.

19. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE (12) INCHES BELOW POTABLE WATER LINES AND SHALL MAINTAIN AT LEAST TWELVE (12) INCHES CROSSING SEPARATION BETWEEN OTHER UTILITIES.

20. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN TWELVE (12) INCHES BELOW

A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE

INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE PER DISTRICT RULES AND REGULATIONS.

21. DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST

AND COVERAGE TEST AS DIRECTED BY THE SAN DIEGUITO WATER DISTRICT

AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH PRIOR TO ANY USE OF RECYCLED WATER.

INSPECTION PROCEDURES

RECYCLED/ WATER USE MAP

RECYCLED WATER NOTES
DEH2020-LRWS 2020-XXXXX
5 52
56 78
15 8
NORTH

NOT TO SCALE

VICINITY MAP

SHEET TITLE

SHEET INDEX
NO.

DEH SHT.

COUNTY OF SAN DIEGO
Department of Environmental Health
Land and Water Quality Division
Environmental Health Specialist
Date:

SAN DIEGUITO WATER DISTRICT SAN ELIJO JOINT POWERS AUTHORITY

APPLICANT'S STATEMENT OF COMPLIANCE

22. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY

EITHER THE SAN DIEGUITO WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH.

23. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER “DO NOT DRINK” SIGNS SHALL BE CALLED OUT ON THE PLANS.

24. AN ON-SITE WATER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS

INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEMS WITHIN THE

PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLOW/ CROSS

CONNECTION PROTECTION, THE DISTRICT RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SYSTEM.

25. IN CASE OF EMERGENCY CONTACT

NAME PHONE NUMBER

26. AFTER HOURS CONTACT

NAME PHONE NUMBER

27. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS INCLUDING FIRE MAINS

AND ANY WATER WELLS AND WATERCOURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS.

28. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND/OR DESIGNATED OUTDOOR EATING AREAS ON THE SITE.

29. EDUCATE ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS OF THE PRESENCE OF RECYCLED WATER. PERSONNEL MUST BE INFORMED THAT

RECYCLED WATER IS MEANT FOR IRRIGATION PURPOSES ONLY, AND IS NOT

APPROVED FOR DRINKING PURPOSES, HAND WASHING, CLEANING OF TOOLS, ETC.

30. A PHYSICAL SEPARATION SHALL BE PROVIDED BETWEEN ADJACENT AREA IRRIGATED WITH RECYCLED WATER AND POTABLE WATER. SEPARATION

SHALL BE PROVIDED BY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS.

31. THERE ARE NO WELLS WITHIN THE PROJECT LIMITS.

32. THERE ARE NO DRINKING FOUNTAINS OR OUTDOOR EATING AREAS WITHIN THE PROJECT LIMITS.
i HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF WORK FOR THIS

PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGES OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND

PROFESSIONS CODE AND THE DESIGN IS CONSISITENT WITH CURRENT STANDARDS.

I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND

SPECIFICATIONS BY THE CITY OF SAN DIEGO AND THE SAN DIEGO COUNTY

DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A REVIEW ONLY

AND DOES NOT RELIEVE ME, AS THE LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN.

MW PELTZ + ASSOCIATES
143 S. CEDROS AVENUE
SUITE B-104
SOLANA BEACH, CA 92075

DECLARATION OF RESPONSIBILITY
51 52
53 54
55 56
57 58
59 RECYCLED WATER TITLE SHEET

IRRIGATION PLAN

IRRIGATION LEGEND AND NOTES

IRRIGATION DETAILS AND

CALCULATIONS

IRRIGATION DETAILS

IRRIGATION DETAILS
NORTH

NOT TO SCALE

RECYCLED WATER (PUBLIC SYSTEM)

CITY OF ENCINITAS
LEUCADIA BLVD @ HYGEIA AVENUE
PW
NORTH

NOT TO SCALE
LOCATION MAPRECYCLED WATER "DO NOT DRINK" SIGN
DRAWING NO.

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AS-BUILT APPROVALS
5 NEPTUNE AVE
N. VULCAN AVE
BLVD
N. COAST HWY 101HERMES AVEHYGEIA AVEHYMETTUS AVE

LEUCADIA

PROJECT
AREA
RECYCLED WATER TITLE SHEET FOR:
1 2
3 4
5 6
7 8
9 LEGEND
PW
SHEET 52 (L1.1) SHEET 53 (L1.2) SHEET 54 (L1.3)
NO.

CITY SHT.
54 L1.0
BOB KEELEY (760) 815-2741 BOB KEELEY (760) 815-2741 B22
6 1"
B23

4.9 1"
B25

6.1 1"
B24
5 1"
DRAWING NO.

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AS-BUILT APPROVALS
A1

2.18 1"

MATCHLINE STA. 18+75 - SEE SHEET L1.2

LEUCADIA BLVD

HERMES AVE
L1.1
IRRIGATION PLAN FOR:
55 B16
4 1"
B15

4.9 1"
B29

6.7 1"
B30
5 1"
B18
5 1"
B19

3.9 1"
B25

6.1 1"
B24
5 1"
B21
6 1"
B20

6.2 1"
B26

5.3 1"
B28

3.6 1"
B27

3.8 1"
B17

3.5 1"
B14

4.0 1"
B13
4 1"
B12

6.4 1"
DRAWING NO.

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AS-BUILT APPROVALS
B1

2.18 1"
MATCHLINE STA. 18+75 - SEE SHEET L1.1

LEUCADIA BLVD

HYGEIA AVE

FULVIA ST
L1.2
IRRIGATION PLAN FOR:
56 MATCHLINE STA. 23+75 - SEE SHEET L1.3
LANE
BIKE
DRAWING NO.

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AS-BUILT APPROVALS
·
·
·
·
A1

2.18 1"
MATCHLINE STA. 23+75 - SEE SHEET L1.2

LEUCADIA BLVD

HYMETTUS ST
L1.3
IRRIGATION PLAN FOR:
57 ---
--
DRAWING NO.

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AS-BUILT APPROVALS
L1.4
IRRIGATION LEGEND AND NOTES FOR:
58 --
-- ---
---
---
---
---
---
-- ---
DRAWING NO.

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AS-BUILT APPROVALS

CITY OF ENCINITAS
Community Services Department
I-10

NO SCALE

QUICK COUPLER VALVE
D:\DETAILS\ENCINITAS DETAILS\I-10 - QuickCouplerValve.dwg 8/6/01 Standard Detail
NOTES
LEGEND
L1.5
IRRIGATION DETAILS AND CALCULATION FOR:
59 CITY OF ENCINITAS
Parks & Recreation Department
I-8

NO SCALE
D:\DETAILS\ENCINITAS DETAILS\I-5 - MasterValve.dwg
Standard Detail

LEGEND NOTE
BALL VALVE @ FLOW METER

CITY OF ENCINITAS
Parks & Recreation Department
I-9

NO SCALE
D:\DETAILS\ENCINITAS DETAILS\I-5 - MasterValve.dwg
Standard Detail

LEGEND NOTE

BALL VALVE

TO REMOTE CONTROL VALVE
&/OR QUICK COUPLER VALVE

DRAWING NO.

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AS-BUILT APPROVALS

CITY OF ENCINITAS
Parks & Recreation Department
I-11

NO SCALE

REMOTE CONTROL VALVE
D:\DETAILS\ENCINITAS DETAILS\I-11 - RemoteControlValve.dwg Standard Detail
LEGEND
NOTES
L1.6
IRRIGATION DETAILS FOR:
60 LEGEND NOTE

CITY OF ENCINITAS
Parks & Recreation Department
I-12

NO SCALE
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SAN DIEGO
3900 Fifth Avenue, Suite 310
San Diego, CA 92103

LOS ANGELES
800 Wilshire Blvd, Suite 620
Los Angeles, CA 90017
Contact:
[email protected]
850.322.8034

ROSS DUENAS PE
Project Manager
W. BOBIER DRIVE

COMPLETE STREETS

PROJECT

PROFESSIONAL SERVICES FOR
CIP 8374; TRANSNET SMART GROWTH

INCENTIVE PROGRAM FUNDING

CITY OF VISTA
B-1
W. Bobier Drive Complete Streets
CIP 8374

FINAL SCOPE OF WORK

The Draft Scope of Work included in the Proposal includes the following tasks.

Task 1 – Project Initiation, Management and Coordination

A. Hold a project kick-off meeting with City staff any subconsultants and SANDAG to discuss the approach to the project, scope of work, schedule and address any questions or requests for information from the consultant or subconsultants. Meeting would be in person at City Hall.

B. Coordinate the day to day activities on the project and manage all subconsultants and coordinate their activities.

C. Hold additional formal meetings with City staff (excluding the project kick-off meeting) to develop the design of the project, resolve design issues, discuss staff comments on PS&E submittals, discuss progress and address any other issues. It is important that the design of the project is developed in coordination with the City to ensure that the City’s goals and objectives are met.

D. Produce and distribute meeting agendas and minutes.

E. Maintain open and regular communications with City staff and subconsultants.

F. Project management and coordination efforts will be provided for the duration presented within the attached project schedule.

G. Draft and prepare required grant invoices and submit to SANDAG. Make corrections to invoices based on SANDAG’s review.

H. Manage certified payroll reporting to DIR through their electronic certified payroll reporting system.

I. Manage certified payroll reporting to SANDAG through their electronic certified payroll reporting system (eCPR).

J. Submit payment information and subcontractor payment information into SANDAG’s web-based CIS system.

Deliverables:

Meeting agendas; meeting minutes; progress reports, and project documentation. Consultant shall expect two rounds of reviews for each submittal to the City and SANDAG.

Task 2 – Data Collection and Field Review

A. Obtain aerial photo image of the project site from the City for use in developing a preliminary layout of the proposed improvements.

B. Collect existing as-built plans for street improvements, sewer, water and storm drain systems for the project site.

C. Obtain utility maps from utility companies.

D. Aerial topo will be provided for 1”=40’ scale
E. Field review will be performed to observe readily visible existing features F. Conduct a field review to become familiar with the physical layout and features of the project site. Note any features that may need special attention or may present a challenge in the design development or final design of the project.

Deliverables:

B-2
Documentation of all data collected in the tasks above. Summary of project opportunities and constraints. Consultant shall expect two rounds of reviews for each submittal to the City.

Task 3 –Design Surveying and Base Map Development

A. Obtain and review existing maps, Records of Survey (ROS), Corner Records (CR), etc. for existing right-of-way / property lines, easements, etc.

B. Establish vertical and horizontal control for the project based on City of Vista benchmarks and first order control map, ROS 14023.

C. Locate and identify existing boundary and other survey monumentation to establish right-of-way & property line, and to perpetuate monumentation within the limits of work. Show all existing monuments within the project limits on the topographic base map so all monuments can be labeled on the improvements plans to be protected or replaced.

D. Establish the centerline and right-of way for the project streets and depict on the base map. Tie the public right-of-way and topography to NAD ’83 Coordinate system.

E. Prepare topographic base map. Develop topography within the project limits of work.

F. Locate and identify all visible Vista Irrigation District (VID) water and franchise utility facilities (ex. valve cans, meter boxes, manholes, etc.). Provide top of pad or top of vault elevation and size for all pull-boxes, vaults and enclosures.

G. Locate and identify all traffic signal facilities and streetlights.

H. Locate and identify all sewer and storm drain facilities. Provide finish surface, top of rim or grate elevation.

I. Obtain USA mark-out, and locate and identify underground utility pipe and conduit locations based on utility mark-outs.

J. Locate and identify other significant surface features required for the project K. Prepare a digital AutoCAD topographic base map of all the elements and elevations obtained in the topographic survey, at 40 scale with 1-foot contours.

L. After the horizontal alignments of the new curbs have been established, profile the existing surface at the street centerline and the proposed curb lines, with elevations measured at maximum 50-foot intervals and at other locations where anomalies exist, to provide accurate finish grade elevations for vertical alignment design.

Deliverables:

A digital AutoCAD base map containing all the elements and elevations obtained in the tasks above, and existing surface profiles at centerline and at proposed curb lines.

Task 4 – Geotechnical Investigation and Report Preparation

A. Conduct four hand augured test pits to approximately 3-5’ below existing pavement on W. Bobier Drive where pavement will be removed.

B. Complete up to two percolation tests (outside of traveled way) C. Prior to any subsurface excavation a no fee right-of-way permit (and possibly an approved traffic control plan) from the City of Vista and a USA mark out will be required D. Prepare a report documenting geotechnical investigation and testing and all findings and recommendations, including R-value and structural section.

E. After the bid package is complete, review, approve, sign and stamp the final design plans and specifications.

Deliverables:

B-3
Geotechnical Investigation Report, and approved plans and specifications. Consultant shall expect two rounds of reviews for each submittal to the City.

Task 5 – Water Quality Technical Report

A. Prepare Municipal Stormwater Permit documentation in accordance with the latest San Diego Regional Water Quality Control Board Order (No. R9- 2015-0100). Determine applicable design requirements based on project category using City-provided checklist and the City of Vista BMP Design Manual. Prepare checklist for determination of applicable project category. Submit report to the City for review and make changes as requested by the City.

B. If the project is determined to be a Standard or Priority Project, prepare a Stormwater Quality Management Plan (SWQMP) using the template provided by the City.

Deliverables:

Checklist for Project Determination and Water Quality Technical Report. Consultant shall expect two rounds of reviews for each submittal to the City.

Task 6 – Traffic Analysis

A. Review the traffic study prepared for the project by STC, Inc. dated January 2024.

B. Update the roundabout SIDRA analysis in the traffic study if needed. This may require new turning movement counts for the morning, school and evening peak traffic period.

C. Review traffic circulation and operational patterns at the school when classes resume in the fall of 2026. Traffic counts may be obtained. Through this combination of field observation and available historical information, assess arrival and departure activity and determine whether the observed traffic flow patterns differ from the assumptions used in the prior analysis. Based on this review, determine whether updates to the Sidra Intersection and/or SimTraffic operational models are warranted, focusing on factors that influence roundabout performance at the W.

Knapp Drive, or Bobolink Drive, and Dorsey Way intersections such as vehicle arrival rates, queuing behavior, and school-related circulation patterns. Updates will be benchmarked against the original report’s conclusions, and the methodology and findings will be summarized in a concise technical memorandum.

Deliverables:

Traffic analysis memorandum. Consultant shall expect two rounds of reviews for each submittal to the City.

Task 7 – Preliminary and Final Design

A. Coordinate with any other ongoing and planned projects to ensure compatibility of the proposed improvements with those other projects.

B. Using the AutoCAD topographic base map, develop a preliminary horizontal layout of the improvements including showing lane configurations for review and acceptance by the City.

Make adjustments as requested by the City.

C. Identify and label existing features, including survey monuments, utilities, and spot elevations.

D. Based on supplemental survey elevations, develop, design and draft the horizontal and vertical geometrics and alignments of the project improvements in plan and profile layouts.

B-4
E. Analyze the drainage patterns after the plan and profile layouts are developed to ensure that the street will drain properly. Adjust the design to include drainage features to ensure proper drainage is maintained.

G. The analysis will provide rational method calculations for only the proposed storm drain improvements. It is assumed the existing storm drain facilities are sufficiently sized to convey runoff.

H. The project will not adversely alter the existing hydrologic conditions or adversely affect downstream drainage infrastructure during the 100-year storm event. The analysis of downstream infrastructure is considered unwarranted.

I. The project will not significantly increase peak flows, therefore peak flow detention will not be required.

J. Call out all of the proposed improvements using detailed and distinct construction notes and refer to standard drawings or details shown elsewhere on the plans as appropriate K. Design typical cross sections to reflect the existing conditions and the proposed improvements L. Provide details of improvements such as curb tapers, stamped concrete median surface, signs, landscaping details and tree wells, and striping to clearly show the required construction, to enable a contractor to construct the improvements with minimal, if any, requests for information and change orders.

M. Draft Title Sheet and detail sheets containing general notes, special notes, special provisions, typical sections, construction details, etc., similar to other City of Vista projects, using City standard templates adjusted for this project.

N. Prepare striping and signing plans.

O. Design a schematic erosion control plan with specific erosion control measures called out at specific locations where excavation is proposed, similar to other City of Vista projects, using City standard templates adjusted for this project.

P. Submit the plans to the City for review at 60%, 90% and 100% design levels. Depending on the level of completeness of the submitted plans, allow for a minimum of four iterations of comments by the City and corrections or revisions to the plans.

Deliverables:

Preliminary horizontal layout, design plans of the project improvements at the 60%, 90%, and 100% design levels, and bid-ready construction plans signed and sealed by the Engineer of Work. Updated traffic study. Consultant shall expect two rounds of reviews for each submittal to the City.

Task 8 –Utility Coordination

A. Submit preliminary horizontal layout on topographic base map to utility companies and request confirmation that utility facilities are depicted accurately.

B. Submit the preliminary design plans to all utility companies and request a conflict check.

C. Coordinate with utility companies who have utilities in conflict with the proposed improvements.

Obtain pothole information for utility conflicts (assume up to eight potholes), and adjust locations of facilities to avoid or minimize conflicts if possible. Request relocation of utility facilities where conflicts cannot be avoided. Obtain schedule of relocation design and construction from utility companies.

D. Submit final construction plans signed by the Engineer of Work and City Engineer and confirm that utility companies are designing their relocations.

E. Ensure that the utility companies who have utilities in conflict with the proposed improvements schedule the construction of the relocation of their utilities through their internal procedures.

F. Obtain signatures from VID on the plans if any water facilities are affected by the proposed improvements.

B-5

Deliverables:

Copies of correspondence with utility companies, and copy of pothole report.

Task 9 –Construction Cost Estimates

A. Using the 60% design plans, develop a preliminary engineer’s estimate of the costs to construct the proposed improvements. The estimate is to include a list of all items of work, including any items not detailed on the 60% plans. Cost information shall include item quantities, unit cost per item and total cost for each item as well as contingencies and total construction cost. Submit the engineer’s estimate to the City for review and make adjustments to the design to keep the project costs within budget.

B. Update the engineer’s estimates at the 90% and 100% design levels to include all items of work and appropriate quantities and contingencies. Submit the engineer’s estimate to the City for review and make adjustments to the design to keep the project costs within budget.

C. Prepare a Final Engineer’s Estimate of Construction Cost, using only the items of work that will be included in the Bid Schedule and showing no contingencies. Include this cost in the final Specifications as the Engineer’s Estimate that is reported to the bidders.

Deliverables:

Detailed Engineer’s construction cost estimates at the 60%, 90%, and 100% design stages, and a Final Engineer’s Estimate of Construction Cost. Consultant shall expect two rounds of reviews for each submittal to the City.

Task 10 – Project Specifications

A. Using the City’s specifications template, develop preliminary project specifications to be submitted with the 90% design plans. Review the entire template and revise as necessary to fit the project. Submit the 90% project specifications to the City for review.

B. Update the project specifications at the 100% design level to include all items of work. Submit the project specifications to the City for review and allow for a minimum of two iterations of comments by the City and updates by the consultant
C. Communicate with the City throughout the development of the project specifications to obtain information to ensure the correct specification provisions are used for the project.

D. Prepare the Final Project Specifications and Contract Documents, incorporating the Bid Schedule and the Engineer’s Estimate to be reported to the bidders. Include all necessary appendices in the final project specifications. Submit the final project specifications to the City for review and make adjustments to the document as requested by the City.

Deliverables:

Project specifications at the 90% and 100% design levels, and bid-ready specifications and contract documents signed and sealed by the Engineer of Work. Consultant shall expect two rounds of reviews for each submittal to the City.

Task 11 –SANDAG Grant Coordination

A. Include in scope of work coordination efforts with SANDAG as the grant administering agency for potential project scope modification(s) in accordance with agency requirements. Consultant B-6
shall include efforts to review, update, and submit revised project related information to SANDAG, as applicable.

B. Consultant shall also include efforts to prepare regular invoices and progress reports to SANDAG.

Deliverables:

Copies of correspondence with SANDAG, PS&E bid package approved by SANDAG, Regular SANDAG invoices, Regular SANDAG progress reports, and any other forms required by the grant agreement with SANDAG.

CONSTRUCTION PHASE SCOPE -

Task 12 – Construction Support for Design

A. Provide written and graphical responses to questions from bidders related to the project plans and specifications during the construction bid phase.

B. Prepare addenda as required during the construction bid phase.

C. Complete Bid Review and Analysis for all bids received to identify the lowest responsive and responsible bidder.

D. Provide other support during construction bid phase as needed.

E. Attend the pre-construction meeting.

F. Review material submittals.

G. Respond to Requests for Information from the construction contractor during the construction phase.

H. Provide other support as-needed during the construction phase.

I. Obtain SANDAG review of project design and authorization to proceed with construction, address their comments and obtain their project approval.

J. The City will advertise and award the construction project via its OpenGov portal.

Deliverables:

Written responses to questions from bidders, written addenda, written responses to material submittals and RFI’s from the Contractor, and other construction support documentation. Consultant shall expect two rounds of reviews for each submittal to the City.

Task 13 – Monument Preservation and Construction Staking

A. Coordinate with City of Vista Engineering personnel. Attend pre-construction meeting and project meetings as requested. Coordinate construction staking schedule with agency and contractor personnel. Schedule field crews to provide control stakes within 2 business days of receipt of a completed Request for Construction Staking form from the City Representative or Contractor B. Perform required office work in support of the monument preservation and the construction staking. Check data furnished by the Project Engineer for completeness and discrepancies.

Advise the City of any discovered design issues regarding lines and grades, and record the issues in status reports. Obtain permission from private property owners to enter onto private property.

C. Prepare up to six (6) pre- and six (6) post-construction corner records.

D. Preserve, reference, or replace all survey monuments according to Section 8771 of the Business and Professions Code. Tie-out all existing monuments that could be affected by construction and mark the monuments so they are highly visible to construction personnel. Re-set monuments that are displaced by the proposed improvements. Provide information to Contractor for re- setting monuments that are inadvertently disturbed by the Contractor during construction. This task assumes resetting up to 50 monuments.

B-7
E. Perform required field work to provide the necessary control stakes to establish the lines and grades required for the completion of the work, and to allow the Engineer to check the work for contract compliance. Check the conformity of planned lines and grades with existing conditions at pavement “conforms”, curb and gutter joins, inlets and outlets of drainage facilities, etc.

Advise the City Representative of any problems, make minor adjustments to lines and grades under the direction of the City Representative, and record the issues in daily survey party field reports. Set control stakes within the required tolerances and mark the stakes so they are readable by construction personnel. This task assumes up to 300 grade stakes, including re- stakes. Construction staking includes setting the following control stakes as appropriate for the project:
• Clearing stakes
• Slope stakes
• Intermediate slope stakes
• Fence stakes
• Rough grade stakes
• Final Grade stakes
• Drainage stakes
• Curb stakes
• Minor Structure stakes
• Abutment Fill stakes
• Wall stakes
• Major Structure stakes – Ground
• Major Structure stakes – Superstructure
• Miscellaneous stakes
F. Prepare cut sheets and other documents to communicate staking information to field crews, contractor, and City personnel.

G. Keep adequate records of construction staking efforts (work accomplished, dates, time and resources required, survey data and re-staking). Prepare and submit daily survey party field reports, monthly progress reports and final surveying report to the City representative. Prepare Corner Records or a Record of Survey in support of the monument preservation task, and submit to County of San Diego for approval. Submit copies of all required documentation to the City Representative.

Deliverables:

Copies of project correspondence, status reports, monument ties, staking cut sheets, daily survey party field reports, monthly progress reports, final surveying report, copies of Corner Records or Record of Survey approved by County of San Diego.

Task 14 – Construction Material Testing and Observation

A. Coordination: Coordinate with City of Vista Engineering personnel. Attend pre-construction meeting and project meetings. Review submittals from Contractor for aggregate base, Portland cement concrete, and asphalt concrete. Provide recommendations for optimum moisture content, compaction requirements, alternate materials, or construction methods.

B. Sampling and Lab Testing Prior to Construction: Obtain samples and perform required lab testing of construction materials to be used on the project, which may include sampling Portland Cements and Expansion Pressure tests for soils and aggregates. Provide recommendations for B-8
optimum moisture content, compaction requirements and alternate materials, or appropriate construction methods, if needed.

C. Geotechnical Observations During Construction: Observe geotechnical aspects of construction tasks performed by the Contractor, such as placement of aggregate base and concrete, to confirm compliance with plans, specifications and geotechnical recommendations. This task excludes storm and/or natural disaster related earthwork consulting.

D. Sampling and Field Testing During Construction: Obtain samples and perform required field testing of construction materials as they are used on the project, which may include slump, ball penetration, air content and unit weight tests for freshly-mixed Portland Cement Concrete and compaction, density and water content tests of soils and aggregates using a nuclear gage.

Construction work hours are 7:00 am to 3:30 pm. This scope excludes testing, handling or observation of hazardous materials.

E. Sampling and Lab Testing During Construction: Obtain samples and perform required lab testing of construction materials as they are incorporated into the project, which may include tests for material properties of soils and aggregates.

H. Sampling and Lab Testing During Construction: Obtain samples and perform required lab testing of soil characteristics and required amendments in project planting areas.

I. A sample Materials Testing Table (Attachment 1) is attached. Consultant is to include in the proposal a revised table that reflects the improvements proposed to be constructed for this project, and make an estimate of the quantities and numbers of tests that will be needed for the proposed scope of work included in the Consultant’s proposal.

Deliverables:

Written responses to submittals, copies of correspondence, daily field reports, monthly progress reports, sampling summaries, testing summaries, and other related documentation.

Task 15 – As-Built Plans and Project Close-out

A. Upon completion of construction and using Change Orders and red line plans marked by the City inspector and construction contractor, draft as-built plans for the project. Incorporate all changes to the plans electronically with all necessary revision notations B. Submit a plan set signed by the Engineer of Work to the City with an electronic copy of the final as-built drawings, for review and approval by the City inspector and City Engineer.

C. Submit an electronic copy of all of the files developed during the project, including research, survey, geotechnical, utility coordination, design, plans, specifications, estimates and all other project documentation.

D. Complete any required SANDAG project closeout documentation.

Deliverables:

Final signed as-built plans and electronic copy of the project files.

Close out documentation.

Consultant shall expect two rounds of reviews for each design submittal to the City.

Task 16 –Quality Control and Quality Assurance

The Consultant shall have a quality control plan in effect during the entire time work is being performed under the Agreement. The Quality control plan shall establish a process whereby plans and other project documents are independently checked, corrected and back checked prior to submittal to the City. The Consultant is to maintain neat and organized project files.

B-9
Deliverables:

Quality control and quality assurance evidenced in the quality of all plans and documents submitted to the City and SANDAG.

W. Bobier Drive Complete Streets
4/16/2026
Principal Senior
Professional II
Senior
Professional I Professional III Professional II Professional I Analyst Support Staff
$310.00 $285.00 $270.00 $240.00 $215.00 $205.00 $140.00 $115.00 Task Description
Task 1 - Project Initiation, Management and Coordination 36 12 0 12 0 0 0 24 84 $ 20,220.00 $ - $ 500.00 $ - $ - $ - $ 20,720.00

1.1 - Project Team Meetings 12 12 24 $ 6,600.00 $ - $ 500.00 $ - $ - $ - $ 7,100.00

1.2 - Project Management 24 12 24 60 $ 13,620.00 $ - $ - $ - $ - $ - $ 13,620.00 Task 2 - Data Collection and Field Review 0 2 0 4 0 16 18 0 40 $ 7,330.00 $ - $ - $ 32,030.00 $ - $ - 0 $ 39,360.00

2.1 - As-Built and Utility Map Review 2 4 16 18 40 $ 7,330.00 $ - $ 32,030.00 $ - $ - $ 39,360.00 Task 3 - Design Surveying and Base Map Development 2 4 2 24 0 20 58 0 110 $ 20,280.00 $ 70,000.00 $ - $ - $ - $ - # $ 90,280.00

2.1 - Topographic Survey and Right-of-Way Mapping 2 6 12 20 $ 3,690.00 $ 70,000.00 $ - $ - $ - $ - $ 73,690.00

2.2 - Site Evaluation / Base File Preparation 2 2 2 18 20 46 90 $ 16,590.00 $ - $ - $ - $ - $ - $ 16,590.00 Task 4 - Geotechnical Investigation and Report Preparation 2 0 6 0 0 0 0 0 8 $ 2,240.00 $ - $ - $ - $ 14,200.00 $ - 0 $ 16,440.00

4.1 - Geotech Investigation and Report 2 6 8 $ 2,240.00 $ - $ - $ - $ 14,200.00 $ - $ 16,440.00 Task 5 - Water Quality Technical Report 2 12 0 16 0 12 28 0 70 $ 14,260.00 $ - $ - $ - $ - $ - $ 14,260.00

5.1 - Green Street PDP Exempt SWQMP 2 12 16 12 28 70 $ 14,260.00 $ - $ - $ - $ - $ - $ 14,260.00 Task 6 - Traffic Analysis 4 24 4 0 0 62 2 0 96 $ 22,150.00 $ 3,000.00 $ - $ - $ - $ - $ 25,150.00

6.1 - Previous Traffic Study Review 2 6 22 30 $ 6,840.00 $ - $ - $ - $ - $ - $ 6,840.00

6.2 - Additional Traffic Analysis 2 16 2 40 60 $ 13,920.00 $ - $ - $ - $ - $ - $ 13,920.00

6.3 - Traffic Counts 2 2 2 6 $ 1,390.00 $ 3,000.00 $ - $ - $ - $ - $ 4,390.00 Task 7 - Preliminary and Final Design 42 30 52 286 236 188 544 0 1378 $ 269,690.00 $ - $ 14,500.00 $ - $ - $ - $ 269,690.00

7.1 - Improvement Plans 0 18 40 266 222 168 514 0 1228 $ 233,900.00 $ - $ 14,500.00 $ - $ - $ - $ 269,690.00 Title Sheet (1 sheet) 4 24 28 $ 4,320.00 $ 4,320.00 Survey Control (1 sheet) 4 24 28 $ 4,320.00 $ 4,320.00 Construction Details (2 sheets) 4 16 44 64 $ 10,560.00 $ 10,560.00 Typical Sections (1 Sheet) 4 12 16 32 $ 5,660.00 $ 5,660.00 Demolition Plans (3 sheets, at 20 scale) 16 44 44 104 $ 19,020.00 $ 19,020.00 Drainage Plans (1 sheet, at 10 scale) 6 12 20 38 $ 8,690.00 $ 8,690.00 Drainage Details (1 sheet) 4 12 16 32 $ 7,300.00 $ 7,300.00 Street Lighting Plans (2 sheets, at 40 scale) 10 6 10 44 70 $ 11,900.00 $ 11,900.00 Street Lighting Details (1 sheet) 10 44 54 $ 8,560.00 $ 8,560.00 Street Improvement Plans (3 sheets, at 20 scale) 20 40 26 24 110 $ 22,090.00 $ 22,090.00 Street Plan and Profiles (10 sheets, at 10 scale) 20 90 130 140 380 $ 74,550.00 $ 74,550.00 Staking Plans (4 sheets, at 10 scale) 20 40 30 30 30 150 $ 31,800.00 $ 31,800.00 Signing and Striping Plans (2 sheets, at 40 scale) 4 12 10 44 70 $ 12,230.00 $ 12,230.00 Signing and Striping Details (1 sheet) 4 12 12 28 $ 5,700.00 $ 5,700.00 Erosion Control Plans (2 sheets, at 40 scale) 16 24 40 $ 7,200.00 $ 7,200.00

7.2 - Quality Control and Quality Assurance 40 40 $ 12,400.00 $ 12,400.00

7.3 - Drainage Study 2 12 12 20 14 20 30 110 $ 23,390.00 $ - $ - $ - $ - $ - $ 23,390.00 Task 8 - Utility Coordination 2 4 12 8 6 0 0 0 32 $ 8,210.00 $ - $ - $ - $ - $ - $ 8,210.00

8.1 - Utility Coordination 2 4 12 8 6 32 $ 8,210.00 $ - $ - $ - $ - $ - $ 8,210.00 Task 9 - Construction Cost Estimates 2 8 8 26 8 8 10 0 70 $ 16,060.00 $ - $ - $ - $ - $ - $ 16,060.00

9.1 - Construction Cost Estimates 2 8 8 26 8 8 10 70 $ 16,060.00 $ - $ - $ - $ - $ - $ 16,060.00 Task 10 - Project Specifications 8 0 16 20 0 0 0 0 44 $ 11,600.00 $ - $ - $ - $ - $ - $ 11,600.00

10.1 - Project Specifications 8 16 20 44 $ 11,600.00 $ - $ - $ - $ - $ - $ 11,600.00 Task 11 - SANDAG Grant Coordination 4 8 0 0 0 20 $ 5,320.00 $ - $ - $ - $ - $ - $ 5,320.00

11.1 - Grant Management 4 8 8 20 $ 5,320.00 $ - $ - $ - $ - $ - $ 5,320.00 Expenses $ 500.00 $ - $ - $ - $ - $ - $ 500.00 Expenses $ 500.00 $ - $ - $ - $ - $ 500.00 Preliminary and Final Design Subtotal 104 96 108 404 250 306 660 24 1952 397,860.00$ 0 73,000.00$ 15,000.00$ 32,030.00$ 14,200.00$ -$ 0 517,590.00$ Construction Phase (Bid and CON)
Task 12 - Construction Support for Design 10 14 14 46 26 22 18 0 150 $ 34,530.00 $ - $ - $ - $ - $ - $ 34,530.00

12.1 - Bid Period Services 2 2 2 6 6 2 20 $ 4,870.00 $ - $ - $ - $ - $ - $ 4,870.00

12.2 - Construction Period Support 8 12 12 40 20 20 18 130 $ 29,660.00 $ - $ - $ - $ - $ - $ 29,660.00 Task 13 - Monument Preservation and Construction Staking 0 8 8 20 4 0 0 0 40 $ 10,100.00 $ 125,000.00 $ - $ - $ - $ - $ 135,100.00

13.1 - Monument Preservation and Construction Staking 8 8 20 4 40 $ 10,100.00 $ 125,000.00 $ - $ - $ - $ - $ 135,100.00 Task 14 - Construction Material Testing and Observation 0 0 6 10 4 0 0 0 20 $ 4,880.00 $ - $ - $ - $ 48,000.00 $ - $ 52,880.00

14.1 - Construction Material Testing and Observation 6 10 4 20 $ 4,880.00 $ - $ - $ - $ 48,000.00 $ - $ 52,880.00 Task 15 - As-Built Plans and Prioject Close-out 2 2 2 6 6 0 12 0 30 $ 6,140.00 $ - $ - $ - $ - $ - $ 6,140.00

15.1 - As-Built Plans and Project Closeout 2 2 2 6 6 12 30 $ 6,140.00 $ - $ - $ - $ - $ - $ 6,140.00 Construction Phase Subtotal 12 24 30 82 40 22 30 0 240 55,650.00$ 0 125,000.00$ -$ -$ 48,000.00$ -$ 0 228,650.00$ Optional Tasks
Task 16 - Optional Tasks 2 0 2 14 0 16 10 0 44 $ 9,200.00 $ - $ - $ - $ 8,500.00 $ 84,800.00 $ 102,500.00

16.1 - Pavement Cores 2 2 4 $ 1,020.00 $ - $ - $ - $ 8,500.00 $ - $ 9,520.00

16.5 - Landscape Design 2 12 16 10 40 $ 8,180.00 $ - $ - $ - $ - $ 84,800.00 $ 92,980.00 Optional Tasks Subtotal 2 0 2 14 0 16 10 0 44 9,200.00$ 0 -$ -$ -$ 8,500.00$ 84,800.00$ 0 102,500.00$ Preliminary Engineering (Environmental and PS&E)
CR Associates
Fee Schedule: Schmidt Design
Group Total CostsCRA Hours
Per Task
CRA Cost
Per Task Verdantas Roundabotix Gold Coast
Survey AirX

00034875 3 Exhibit C, Page 1 of 3

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

00034875 3 Exhibit C, Page 2 of 3
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

00034875 3 Exhibit C, Page 3 of 3
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.

00034875 3 Exhibit D

AGREEMENT TO COMPLY WITH CALIFORNIA LABOR LAW REQUIREMENTS [Labor Code §§ 1720, 1771.1, 1773.8, 1775, 1776, 1777.5, 1813, 1860, 1861, 3700] The undersigned Contractor certifies that it is aware of and hereby agrees to fully comply with the following provisions of California law:

1. No contractor or subcontractor may be listed on a bid proposal for a public works project (submitted on or after March 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 [with limited exceptions from this requirement for bid purposes only under Labor Code section 1771.1(a)]. No contractor or subcontractor may be awarded a contract for public work on a public works project (awarded on or after April 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5. This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.

2. Contractor acknowledges that this contract is subject to the provisions of Division 2, Part 7, Chapter 1 (commencing with Section 1720) of the California Labor Code relating to public works and the awarding public agency (“ Agency”) and agrees to be bound by all the provisions thereof as though set forth in full herein.

3. Contractor agrees to comply with the provisions of California Labor Code Section 1773.8 which requires the payment of travel and subsistence payments to each worker needed to execute the work to the extent required by law.

4. Contractor agrees to comply with the provisions of California Labor Code Sections 1774 and 1775 concerning the payment of prevailing rates of wages to workers and the penalties for failure to pay prevailing wages. The Contractor shall, as a penalty to the Agency, forfeit not more than fifty dollars ($50) for each calendar day, or portion thereof, for each worker paid less than the prevailing rates as determined by the Director of Industrial Relations for the work or craft in which the worker is employed for any public work done under the contract by Contractor or by any subcontractor.

5. Contractor agrees to comply with the provisions of California Labor Code Section 1776 which require Contractor and each subcontractor to (1) keep accurate payroll records, (2) certify and make such payroll records available for inspection as provided by Section 1776, and (3) inform the Agency of the location of the records. The Contractor is responsible for compliance with Section 1776 by itself and all of its subcontractors.

6. Contractor agrees to comply with the provisions of California Labor Code Section 1777.5 concerning the employment of apprentices on public works projects, and further agrees that Contractor is responsible for compliance with Section 1777.5 by itself and all of its subcontractors.

7. Contractor agrees to comply with the provisions of California Labor Code Section 1813 concerning penalties for workers who work excess hours. The Contractor shall, as a penalty to the Agency, forfeit twenty-five dollars ($25) for each worker employed in the execution of the contract by the Contractor or by any subcontractor for each calendar day during which such worker is required or permitted to work more than 8 hours in any one calendar day and 40 hours in any one calendar week in violation of the pro visions of Division 2, Part 7, Chapter 1, Article 3 of the California Labor Code.

8. California Labor Code Sections 1860 and 3700 provide that every contractor will be required to secure the payment of compensation to its employees. In accordance with the provisions of California Labor Code Section 1861, Contractor hereby certifies as follows:
“I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for worker’s compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract.”
Signature Date
Name/Title Company:

00034875 3 Exhibit E

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.

Vista City CouncilMay 26, 2026

Vista City Council
May 26, 2026