PLANS FOR CONSTRUCTION OF WINTER … · san diego area regional standard drawings (rsd) aug 2012 san diego county design standards (ds) nov 2012 legend proect control: survey control

DATEBY

DESIGNED

CHECKED

PLANS

10

FOR REDUCED PLANS

ORIGINAL SCALE IS IN INCHES

98765

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OFSHEET

W.A. R.S.

VERT.

N.

COORDINATE INDEX

E.

CONST. COMPL.

FIELD REVISIONS

BY APPROVEDREVISIONS DATE

43210-1

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COUNTY OF SAN DIEGODEPARTMENT OF PUBLIC WORKS

5500 OVERLAND AVENUE, SAN DIEGO, CA 92123-1295

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SAN DIEGO COUNTY

INDEX OF SHEETS

SITE LOCATION MAP

AREA

ENLARGED

PROJECT

LOCATION

UTILITY ALERT NOTE:

ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND UTILITY FACILITIES NOT KNOWN OR IN A

LOCATION DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE

CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR

TO PERFORMING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. FORTY-EIGHT

HOURS BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND FACILITIES BY

CONTACTING UNDERGROUND SERVICE ALERT AT TELEPHONE 1-800-422-4133.

THE CONTRACTOR MUST ALSO INDIVIDUALLY CONTACT OPERATORS OF GRAVITY SEWER SYSTEMS AND CERTAIN

OTHER UTILITIES, WHO ARE NOT MEMBERS OF UNDERGROUND SERVICE ALERT .

PLANS FOR CONSTRUCTION OF

WINTER GARDENS BLVD & WINTER GARDENS DR

TRAFFIC SIGNAL & INTERCONNECT

In the Vicinity of: Lakeside,CA

Net Length: 2.5 miles

LEGEND:

DATEBY

DESIGNED

CHECKED

PLANS

10

FOR REDUCED PLANS


98765

SHEETS

SCALE: HOR.

OFSHEET

W.A. R.S.

VERT.

N.

COORDINATE INDEX

E.

CONST. COMPL.

FIELD REVISIONS


43210-1

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ROAD WORK:

PROJECT STANDARD SPECIFICATIONS

PROJECT STANDARD PLANS

SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (RSD) AUG 2012

SAN DIEGO COUNTY DESIGN STANDARDS (DS) NOV 2012

LEGEND

PROECT CONTROL:

SURVEY CONTROL STATEMENT

08/

02/

05/

02/

07/

07/

05/

02/

02/

06/

01/

06/

05/

08/

01/

07/

07P/

02P/

07P/

02P/

06P/

06P/

08/

08/

1

2

6

7

8

9

14

15

A

B

C

D

E

F

06/

06/

01/

2

8

7

5

4

1

9

3

6

2"C.,

1DLC

1

0

5

'

T

OC

R

O

S

S

W

A

L

K

2"C.,

2DLC

#5T

#6T

#6T

#6T

#6T

#6T

#6T

#6T

#6T

2"C.,

1DLC

5

5

5

5

R3-4

R3-4

EVPE D

08

3

/

2"C., 2#6,

1#8

2"C., 2#10,

1#8

2

11.5' 11' 11' 11' 11'

1

1

'

1

1

'

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S

D

R

I

V

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R

/

W

R

/

W

7

5

02/

12

06/

08/

R9-3A

DETAIL

"A"

DETAIL

"A"

2"C.,2#6,

1#8,2#10

2

#5T

2"C.,

2DLC

150' T

O

CR

OS

S W

ALK

#5T

#5T

2"C.,

1DLC

5

'

R

/W

R

/W

10

11

06/

06/

2

8

5

'

T

O

L

I

M

I

T

L

I

N

E

#5T

2"C.,

1DLC

02/

02/

3

4

2"C.,

2DLC

285' T

O

CR

OS

S W

ALK#5T

GENERAL NOTES:

1. THE LOCATION OF ALL UNDERGROUND UTILITIES IS APPROXIMATE. THE CONTRACTOR SHALL

DETERMINE ALL DEPTH OF ALL UTILITIES, INCLUDING THOSE NOT SHOWN ON THE PLAN, AND VERIFY

ALL CONDITIONS ON THE JOB.

2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY AGENCIES AT

LEAST 48 HOURS IN ADVANCE.

3. ALL LOOPS SHALL BE CENTERED IN TRAVEL LANE UNLESS OTHERWISE NOTED.

4. ALL SIGNAL HEADS SHALL BE TWELVE-INCH IN DIAMETER WITH BACK PLATES. ALL RED, YELLOW AND

GREEN INDICATORS SHALL BE GELCORE OR APPROVED EQUAL L.E.D. PAINTED INSIDE AND OUT.

5. PEDESTRIAN HEADS AND PUSHBUTTON SIGNS SHALL BE INTERNATIONAL SYMBOLS. PEDESTRIAN

SIGNALS SHALL BE L.E.D SIDE BY SIDE, AND SHALL BE GELCORE OR APPROVED EQUAL LE.D. PAINTED

INSIDE AND OUT.

6. CONTRACTOR SHALL SUBMIT TRAFFIC CONTROL PLANS FOR PROJECT TO RESIDENT ENGINEER IN

ACCORDANCE WITH PART IV OF THE SPECIAL PROVISIONS. FOR INFORMATION CALL (858) 694-3863.

7. ALL TRAFFIC SIGNAL POLE FOUNDATIONS SHALL HAVE A 4-INCH CONDUIT INSTALLED TO THE

ADJACENT PULL BOX.

8. THE CONTRACTOR IS RESPONSIBLE FOR THE LAYOUT AND INSTALLATION OF LOOP DETECTORS,

TRAFFIC STRIPING, PAVEMENT MARKINGS, PARKING REMOVAL AND TRAFFIC SIGNING AS SHOWN ON

THE PLAN.

8.1. THE CONTRACTOR SHALL OBTAIN THE APPROVAL OF THE RESIDENT ENGINEER FOR THE SIGNAL

POLE LOCATIONS, LOOP LOCATIONS, STRIPING, PAVEMENT MARKINGS, PARKING REMOVAL, AND

SIGN LOCATIONS PRIOR TO PAINTING AND INSTALLATION. CONTRACTOR SHALL USE LEAD-FREE

PAINT FOR ALL STRIPING AND PAVEMENT MARKINGS.

8.2. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ALL CONFLICTING STRIPING AND

PAVEMENT MARKINGS AND SANDBLASTING/GRINDING AND SAND SEALING.

9. CONTRACTOR SHALL NOT ERECT ANY SIGNAL STANDARDS MORE THAN THREE WEEKS PRIOR TO

SCHEDULED TRAFFIC SIGNAL TURN ON.

10. FLASHING SIGNAL OPERATION SHALL BE RED ON ALL PHASES, PEDESTRIAN SIGNALS SHALL BE BLANK

DURING FLASHING OPERATION.

11. ALL TRAFFIC SIGNAL IMPROVEMENTS SHALL BE INSTALLED IN COORDINATION WITH THE SIGNING AND

STRIPING CONTRACTOR.

12. RAISED PAVEMENT MARKERS SHALL BE PLACED ON ALL NEW CENTERLINE AND LANE LINE STRIPING

PER CALTRANS STANDARD PLANS.

13. CONTRACTOR SHALL REPLACE ALL STRIPING, PAVEMENT MARKERS, AND LEGENDS OBLITERATED BY

THIS PROJECT.

14. CONTRACTOR SHALL REMOVE/TRIM VEGETATION PER ENGINEER.

15. ALL CONDUIT PLACED IN STREET SHALL HAVE A MINIMUM OF 24" COVER (R.S.D.G-33).

16. ALL TRUNCATED DOMES ARE TO BE GREY IN COLOR.

17. ALL FOC SWEEPS SHALL BE A MINIMUM 24".

18. PROJECT UTILIZES CALTRANS SPECIFICATIONS 2010.

19. CONTRACTOR SHALL REVIEW PROJECT EXTENTS TO BE SATISFIED WITH SITE CONDITIONS AND WORK

TO BE PERFORMED.

NO.

Sig M.A.

STANDARD SIGNAL MOUNTING

B

NO.

Type Lum M.A.

PEDESTRIAN

MTG.Hgt

PLACEMENT

VEHICLE PPB QUADA

10' -C -

SP-1-T

SPECIAL

REQUIREMENTS

LED

-

POLE AND EQUIPMENT SCHEDULE

17-3-100

30' 15' 3.9'21'B 15'

112W

30' 35' 6'8.5'A 15'

112W

0224-4-100

1-A

W

- W

30' 40'D 15'

112W

26-4-100

STA 51+71

28' LT

10' -E -

-

1-A

SP-1-T N

SP-1-T

30' 25'F 15'

112W

19-3-100SP-1-T

8'6'

STA 52+2.5

28' LT

STA 52+31.2

26.0' LT

MAT

MAS

SV-2-T

RA, YA, GA R, Y, G

MAT

SV-1-T

TV-1-T

MAT

MAS

SV-1-T

SV-2-T

SP-1-T

02

07

07

06

06

N

W

W

STREET NAME SIGN:

Winter

Gardens Bl

8300

-

STREET NAME SIGN:

Winter

Gardens Dr

12000

-

STREET NAME SIGN:

Winter

Gardens Bl

8300

STREET NAME SIGN:

Winter

Gardens Dr

12000

MAT

R, Y, G, GA

TV-1-T

#8

#10

GROUND

SAFETY LIGHTING

TOTAL

CONDUIT SIZE AND RUN

TOTAL CABLES

LOOP DETECTOR

"

-

-

-

-

"

-

-

-

-

-

O 2

O 6

O 8

- 2

-

1

1

-

-2

-

-

-

2

-

-

-

-

-

-

-

4"

1

--

POLE A

POLE B

POLE C

POLE D

1

4"

2

4"

3

1

1

1

1

2

2

E.V.P.E CABLE 1 1

2

P

H

A

S

E

AWG SIZE

OR

CABLE TYPE

POLE OR

CIRCUIT

TYPE

'B'

DLC

CONDUCTOR

3

12

CONDUCTOR

CONDUCTOR AND CONDUIT SCHEDULE

- -

-

COAXIAL VIDEO CABLE

BELDON 8281 OR GREATER

CONDUIT FILL PERCENTAGES

CAMERA VIDEO CABLE

16-3SO CABLE OR EQUAL

8.1% 9.2%

16.3%

1 1

2

-

-

-

-

-

-

-

-

-

-

4"

4

1

1

1

-

-

-

-

-

1

-

-

-

4"

5

2

2

- 1

-

4.8%

- 1

12.9%

1 1 - 1

1

2

-

-

-

-

1

2

-

-

4"

6

2

2

1

1

14.1%

1

1

2

-

-

1

1

1

2

-

-

4"

7

3

3

1

1

18.9%

1

1

2

-

-

1

1

1

2

1

1

4"

8

4

4

1

2

25.0%

1

1

2

1

1

1

2

1

1

5

1

1

1

2-4"

9

6

6

3

4

20.0%

-

-

POLE E

- -

-

1

1

1

1

1

1

1

1

1

1

1

1

1

POLE F

1 1

1

-

-

-

-

-

-

-

-

-

-

1

1

1 1

- -

- -

2 2 2 2 2 2- -2

2 - - - - -

- - - -

1 1

2 - 1 1 1 2 4

NO. SLOTPHASE TERMINAL

I2U

I2L

1

3

4

6

7

8

9

J6U

J12U T9-4&COM6

J13L T9-8&COM9

I14U

2P

EVA

EVD

FLASH

2

2

8

2&5

- T8-10&COM12

I4U

7

2

8

2

5 J1U

J5U

2P I12U T8-4&COM6

T2-7&8

DETECTOR SCHEDULE

10 6 J2U

T5-9&10

T2-5&6

VIDEO INPUT

2 8 J8U VIDEO INPUT

I4L

7P 7P I12L T8-5&COM6

VIDEO INPUT

VIDEO INPUT

6P 6P I13U T8-7&COM9

11 6 J2L

13 6 J4U VIDEO INPUT

14 6 J4L VIDEO INPUT

15 1 I1U VIDEO INPUT

VIDEO INPUT

T3-5&6

T3-7&8

J12L T9-5&COM6EVC 1&6

12 6 J3L VIDEO INPUT

5 I3L2 VIDEO INPUT

1

PHASE DIAGRAM

2 4

68

O

57

BARRIER

O O O

O OO O

3

EXISTING PHASE DIAGRAM

NOT

USED

NOT

USED

1

CONSTRUCTION NOTES:

INSTALL FOUNDATION, TYPE 332 ALUMINUM CABINET, AND CONTROLLER. THE

CONTROLLER SHALL CONSIST OF A 170E COLDFIRE CONTROLLER UNIT

EQUIPPED WITH ONE MODEL 412C SYSTEM MEMORY MODULE, ONE MODEL 404

MODEM, AND ONE BLANK MODEL 27256 EPROM PROGRAMING CHIP. THE

ASSEMBLY SHALL BE HOUSED IN THE MODEL 332 CABINET, WIRED FOR 8-PHASE

CAPABILITY, AND INCLUDE ALL ACCESSORIES NECESSARY TO PROVIDE THE

PHASING AND PERFORM ALL THE FUNCTIONS INDICATED ON THESE PLANS.

2

EXISTING SIGNAL AND LIGHTING SERVICE CABINET PER SDG&E REQUIREMENTS.

3

INSTALL EMERGENCY VEHICLE PREEMPTION EQUIPMENT, MODEL 721 DUAL

CHANNEL.

4

INSTALL TESCO (OR APPROVED EQUAL) BATTERY BACK-UP SYSTEM WITH A SIDE

MOUNTED CABINET. CONTRACTOR SHALL SUPPLY BATTERIES AND ANY

NECESSARY EQUIPMENT FOR THE CORRECT FUNCTION INTENDED.

5

INSTALL AN ITERIS (OR APPROVED EQUAL) VIDEO DETECTION SYSTEM WITH A 15"

DROP DOWN MONITOR AND ALL REQUIRED RISERS.

6

INSTALL A TRAFFIC RATED 6E PULL BOX.

MONUMENT NOTE: PRIOR TO CONSTRUCTION, THE COUNTY OF SAN DIEGO FIELD

SURVEYS SECTION SHALL BE NOTIFIED REGARDING ANY CONTROL, MONUMENTS,

OR BENCHMARKS THAT MY BE DESTROYED BY CONSTRUCTION.

7

REMOVE/SALVAGE EXISTING STREET LIGHT MAST ARM AND LUMINAIRE ATTACHED

TO UTILITY POLE.

NOTE: THIS PLAN ACCURATE

FOR ELECTRICAL WORK ONLY

DETECTION

AREA

B

10'

MIN

BCR

A

10'

ECR

B

10'

5'

5'

MAX

A

POLE LOCATION DETAIL

NO SCALE

DETECTOR

APPROACHING

VEHICLES

AB-121

ASTRO MINI-BRAC

OR EQUAL

STAINLESS

STEEL BAND

MAST ARM

EVPE DETECTOR INSTALLATION

NO SCALE

DETAIL "A"

R

Y

G

DATEBY

DESIGNED

CHECKED

PLANS

10

FOR REDUCED PLANS


98765

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W.A. R.S.

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N.

COORDINATE INDEX

E.

CONST. COMPL.

FIELD REVISIONS


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DATEBY

DESIGNED

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PLANS

10

FOR REDUCED PLANS


98765

SHEETS

SCALE: HOR.

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W.A. R.S.

VERT.

N.

COORDINATE INDEX

E.

CONST. COMPL.

FIELD REVISIONS


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rjafari

Callout

Thermoplastic

rjafari

Callout

Thermoplastic

rjafari

Callout

Thermoplastic

rjafari

Callout

Thermoplastic

rjafari

Callout

Thermoplastic

GENERAL NOTES

1. THE LOCATION OF ALL UNDERGROUND UTILITIES IS APPROXIMATE. THE CONTRACTOR SHALL DETERMINE

THE LOCATION OF ALL UTILITIES, INCLUDING THOSE NOT SHOWN ON THIS PLAN, AND VERIFY ALL

CONDITIONS ON THE JOB.

2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITIES AND AGENCIES AT

LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION.

3. ALL PULL BOXES ARE NUMBER 6, AND CONDUIT IS 2 INCH PVC UNLESS NOTED OTHERWISE.

4. ALL OPERATIONS CONDUCTED ON THE PREMISES, INCLUDING THE WARMING UP, REPAIR, ARRIVAL,

DEPARTMENT, OR RUNNING OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT, AND

ANY OTHER ASSOCIATED EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 8:30 AM - 3:30 PM EACH

DAY. MONDAY THROUGH FRIDAY, AND NO GRADING OR EARTHMOVING OPERATIONS SHALL BE

CONDUCTED ON THE PREMISES ON SATURDAYS, SUNDAYS OR COUNTY OF SAN DIEGO HOLIDAYS

WITHOUT APPROVAL BY COUNTY ENGINEER.

5. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR TRAFFIC SIGNAL WORK PER SAN DIEGO

REGIONAL STANDARD DRAWINGS TO THE COUNTY OF SAN DIEGO TRAFFIC ENGINEERING SECTION A

MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO CONSTRUCTION. FOR INFORMATION CALL (858) 694-3898.

6. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES TO PROTECT EXISTING IMPROVEMENTS.

7. ALL EXISTING IMPROVEMENTS INCLUDING A.C. BERM, A.C. OR P.C.C. PAVING, WHICH ARE BEING JOINED OR

MATCHED IN CONNECTION WITH THIS PROJECT SHALL BE JOINED OR MATCHED IN A MANNER

SATISFACTORY TO THE ENGINEER. THIS INCLUDES ALL NECESSARY SAWCUTTING, REMOVAL,

REPLACEMENT AND CAPPING.

8. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT BEFORE START OF CONSTRUCTION,

(800) 227-2600.

9. THE CONTRACTOR IS RESPONSIBLE FOR POTHOLING PRIOR TO START OF CONSTRUCTION TO VERIFY ALL

ELEVATIONS OF UNDERGROUND UTILITIES.

10. THE CONTRACTOR IS RESPONSIBLE TO HAND DIG AROUND EXISTING LOOP DETECTORS. CONTRACTOR IS

RESPONSIBLE FOR ANY DAMAGE AND MUST REPAIR LOOP DETECTORS TO THE SATISFACTION OF THE

TRAFFIC ENGINEER AT NO COST TO THE COUNTY.

11. THE CONTRACTOR SHALL REPAINT IN KIND ALL MARKINGS (INCLUDING ALL THEMROPLASTIC) DAMAGED

OR OBLITERATED BY THIS WORK TO A LIMIT 10' BEYOND THE DAMAGED SECTION. THIS WORK SHALL BE

COMPLETED TO THE SATISFACTION OF THE COUNTY ENGINEER.

12. CONTRACTOR WILL MAINTAIN ALL PUBLIC DRIVEWAY AND PEDESTRIAN ACCESS, UNLESS SPECIFICALLY

ALLOWED BY THE COUNTY ENGINEER.

13. CONTRACTOR MAY BE REQUIRED TO REMOVE/TRIM VEGETATION PER COUNTY ENGINEER.

14. HORIZONTAL OR VERTICAL DEFLECTION OF CONDUIT SHALL NOT EXCEED ONE INCH PER LINEAR FOOT

FOR TRENCH INSTALLATION.

15. ALL CONDUIT BENDS SHALL BE MINIMUM 2' RADUIS UNLESS NOTED OTHERWISE.

16. ANY EXISTING LOOP DETECTORS DAMAGED BY THE CONTRACTORS ACTIVITIES SHALL BE REPLACED, AS

DIRECTED BY THE ENGINEER, AT NO ADDITIONAL COST TO THE COUNTY OF SAN DIEGO.

ABBREVIATIONS

ABBREVIATION DESCIRPTION

AC ASPHALT CONCRETE

C&G CURB AND GUTTER

CL CENTERLINE

CTSP CALTRANS STANDARD PLANS

DWY DRIVEWAY

EOP EDGE OF PAVEMENT

EXIST EXISTING

LF LINEAR FOOT

MIN MINIMUM

RD ROAD

RSD REGIONAL STANDARD DRAWING

R/W RIGHT-OF-WAY

S/W SIDEWALK

TELE TELEPHONE

WTR WATER

C CONDUIT

CON CONDUIT

SIC SIGNAL INTERCONNECT CABLE

DLC LOOP DETECTOR LEAD-IN CABLE

TYP TYPICAL

EVPE EMERGENCY VEHICLE PREEMPTION

STANDARD SPECIFICATIONS:

1. THE SPECIAL PROVISIONS

2. CALFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS (MAY 2010)

3. CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS (MAY 2010)

4. SAN DIEGO REGIONAL STANDARD DRAWINGS. (2012)

EXISTING UTILITIES

INFORMATION ON THE DRAWINGS RELATING TO EXISTING UTILITY LINES AND SERVICES IS FROM THE

SOURCES PRESENTLY AVAILABLE. ALL SUCH INFORMATION IS FURNISHED ONLY FOR INFORMATION AND IS

NOT GUARANTEED. THE CONTRACTOR SHALL EXCAVATE TEST PITS AS REQUIRED TO DETERMINE EXACT

LOCATIONS OF EXISTING UTILITIES.

CALL UTILITIES LOCATING SERVICE FOR PRECISE UTILITY LOCATIONS BEFORE BEGINNING ANY WORK.

UNDERGROUND SERVICE ALERT 1 (800) 227-2600.

LOCATION OF EXISTING UTILITIES ON THESE PLANS ARE

APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR

PRIOR TO CONSTRUCTION.

CAUTION

2" RIDGID METAL CONDIUIT (ABOVE GROUND-INSTALL TO 1

FOOT BELOW GROUND SURFACE AND CONNECT TO 2"

CONDUIT ENTERING PULLBOX BELOW GROUND)

EXISTING CONTROLLER CABINET

12 SMFO CABLE FROM CABINET

12 SMFO CABLE FROM CABINET

NEW #6 PULLBOX WITH EXTENSION

(EXTENSION AS NEEDED)

2-2" CONDUIT - 1 EMPTY

AND 1 WITH 36 SMFO

CABINET FOUNDATION

12" MIN RADIUS BEND INTO CABINET

12" MIN RADIUS

2" CONDUIT

MINIMUM RADIUS FOR FIBER OPTIC CABLES IN NEW CONDUIT FOR ABOVE GROUND

CONNECTIONS ONLY SHALL BE TWELVE (12) INCHES OR GREATER.

CAUTION:

INSTALLATION OF CONDUIT, NO. 6 PULLBOX WITH EXTENSION

(AS NEEDED) AND FIBER OPTIC CABLE

N.T.S.

ABOVE GROUND CONTROLLER CONNECTION

CONTRACTOR TO MAINTAIN MINIMUM 12" CLEARANCE

OF ALL EXISTING UTILITIES.

CAUTION

TRENCH INSTALLATION GENERAL NOTES:

1. THE TRENCH-IN-PAVEMENT METHOD WILL BE BASED ON ASPHALT CONCRETE STREETS ONLY.

2. DO NOT USE THE TRENCH-IN-PAVEMENT METHOD FOR PORTLAND CONCRETE PAVEMENT.

3. TRENCHES SHALL CONFORM TO SAN DIEGO REGIONAL STANDARD DRAWING NUMBER G-34

TYPE D, WITH EXCEPTIONS AS SHOWN IN DETAIL.

4. CONTRACTOR TO MAINTAIN A MINIMUM 12" CLEARANCE OF ALL EXISTING UTILITIES.

BORE INSTALLATION GENERAL NOTES:

1. DISTANCE BETWEEN BORE PITS VARIES ON SOIL CONDITIONS AND EXISTING UTILITIES.

CONTRACTOR TO DETERMINE BASED ON SOIL CONDITIONS AND EXISTING UTILITIES.

2. BORES SHALL NOT EXCEED A 3 TO 1 SLOPE DOWN TO MAXIMUM DEPTH.

3. BORE DEPTH VARIES BASED ON SOIL CONDITIONS AND EXISTING UTILITIES. MAINTAIN A

MINIMUM OF 48" COVER FOR CONDUIT LOCATED WITHIN BORE PATH, UNLESS

COORDINATED WITH AND ALLOWED BY COUNTY ENGINEER.

4. COUNTY PREFERS A DIRECT BORE INTO EACH CABINET FOUNDATION; HOWEVER, IT IS THE

CONTRACTORS CHOICE TO DETERMINE IF THE BORE METHOD, OR THE ABOVE GROUND

METHOD SHOWN ABOVE, IS MOST APPROPRIATE, BASED ON SITE CONDITIONS.

NOTE: CONTRACTOR WILL HAVE THE OPTION TO INSTALL CONDUIT PER THE

DESIGN BY EITHER BORE OR TRENCH METHODS. OPTIONS TO BE

COMMUNICATED TO THE COUNTY ENGINEER. COUNTY PREFERS BORE METHOD

UNLESS CONDITIONS ARE UNFAVORABLE.

NOTE: ALL CONDUIT SHALL BE INSTALLED WITHIN EXISTING COUNTY OF SAN

DIEGO RIGHT OF WAY. ALL CONDUIT SHALL BE INSTALLED UNDER EXISTING

ROADWAY OR IN AN AREA IMMEDIATELY BEHIND THE EXISTING FACE OF CURB

(FOC). AREA IS CLEARLY IDENTIFIED AS CONCRETE SIDEWALK OR DIRT

PATHWAY TYPICALLY UTILIZED BY PEDESTRIANS.

DATEBY

DESIGNED

CHECKED

PLANS

10

FOR REDUCED PLANS


98765

SHEETS

SCALE: HOR.

OFSHEET

W.A. R.S.

VERT.

N.

COORDINATE INDEX

E.

CONST. COMPL.

FIELD REVISIONS


43210-1

U

B

L

P

T

E

H

I

S

M

O

T

S

L

E

T

V

I

E

D

C

G

O

O

D EI

G

O

C

C

I

L

S

A

N

C

H

E

N

O

T

D

M

C

N

Y

I

B

T

O

U O

F



100%

SU

BM

ITT

AL

- NO

T F

OR

CO

NS

TR

UC

TIO

N

1 2 3 4 5 6

ETHERNET SWITCH

BL

OR

FIBER OPTIC SC

TERMINATION PANEL

GR

36 S

MF

O B

AC

KB

ON

E C

AB

LE

A

LO

NG

W

IN

TE

R G

AR

DE

NS

B

LV

D.

36 S

MF

O B

AC

KB

ON

E C

AB

LE

A

LO

NG

W

IN

TE

R G

AR

DE

NS

B

LV

D. T

O R

OY

AL R

D.

36 S

MF

O B

AC

KB

ON

E C

AB

LE

A

LO

NG

W

IN

TE

R G

AR

DE

NS

B

LV

D. T

O P

EP

PE

R D

R

12 STRAND SMFO WITH

PREFABRICATED SC CONNECTORS

AT THIS END

FIBER OPTIC SC

TERMINATION PANEL

36 S

MF

O B

AC

KB

ON

E C

AB

LE

A

LO

NG

W

IN

TE

R G

AR

DE

NS

B

LV

D. T

O W

IN

TE

R G

AR

DE

NS

D

R.

RD - 7

BK - 8

YL - 9

AQ - 12

RS - 11

VI - 10

BR - 4

SL - 5

WH - 6

GR - 3

OR - 2

BL - 1

RD - 7

BK - 8

YL - 9

AQ - 12

RS - 11

VI - 10

BR - 4

SL - 5

WH - 6

GR - 3

OR - 2

BL - 1

BL BL BL BL BL BL BL

ETHERNET SWITCH

1 2 3 4 5 6

RD - 7

BK - 8

YL - 9

AQ - 12

RS - 11

VI - 10

BR - 4

SL - 5

WH - 6

GR - 3

OR - 2

BL - 1

RD - 7

BK - 8

YL - 9

AQ - 12

RS - 11

VI - 10

BR - 4

SL - 5

WH - 6

GR - 3

OR - 2

BL - 1

OR

GR

OR

GR

OR

GR

OR

GR

OR

GR

OR

GR

OR

GR

TRAFFIC SIGNAL CABINET AT

THE INTERSECTION OF

WINTER GARDENS BLVD. &

ROYAL RD.

36 S

MF

O B

AC

KB

ON

E C

AB

LE

A

LO

NG

W

IN

TE

R G

AR

DE

NS

B

LV

D. T

O R

OY

AL R

D.

12 STRAND SMFO WITH


AT THIS END

FIBER OPTIC SC

TERMINATION PANEL

36 S

MF

O B

AC

KB

ON

E C

AB

LE

A

LO

NG

W

IN

TE

R G

AR

DE

NS

B

LV

D. T

O G

AY

R

IO

D

R.

BL BL BL BL

ETHERNET SWITCH

1 2 3 4 5 6

RD - 7

BK - 8

YL - 9

AQ - 12

RS - 11

VI - 10

BR - 4

SL - 5

WH - 6

GR - 3

OR - 2

BL - 1

RD - 7

BK - 8

YL - 9

AQ - 12

RS - 11

VI - 10

BR - 4

SL - 5

WH - 6

GR - 3

OR - 2

BL - 1

OR

GR

OR

GR

OR

GR

OR

GR

36 S

MF

O B

AC

KB

ON

E C

AB

LE

A

LO

NG

W

IN

TE

R G

AR

DE

NS

B

LV

D. T

O W

IN

TE

R G

AR

DE

NS

D

R.

12 STRAND SMFO WITH


AT THIS END

FIBER OPTIC SC

TERMINATION PANEL

36 S

MF

O B

AC

KB

ON

E C

AB

LE

A

LO

NG

W

IN

TE

R G

AR

DE

NS

B

LV

D. T

O LE

MO

N C

RE

ST

D

R.

BL BL BL BL

ETHERNET SWITCH

1 2 3 4 5 6

RD - 7

BK - 8

YL - 9

AQ - 12

RS - 11

VI - 10

BR - 4

SL - 5

WH - 6

GR - 3

OR - 2

BL - 1

RD - 7

BK - 8

YL - 9

AQ - 12

RS - 11

VI - 10

BR - 4

SL - 5

WH - 6

GR - 3

OR - 2

BL - 1

OR

GR

OR

GR

OR

GR

OR

GR

36 S

MF

O B

AC

KB

ON

E C

AB

LE

A

LO

NG

W

IN

TE

R G

AR

DE

NS

B

LV

D. T

O W

IN

TE

RC

RE

ST

D

R.

12 STRAND SMFO WITH


AT THIS END

FIBER OPTIC SC

TERMINATION PANEL

36 S

MF

O B

AC

KB

ON

E C

AB

LE

A

LO

NG

W

IN

TE

R G

AR

DE

NS

B

LV

D.

BL BL BL BL

ETHERNET SWITCH

1 2 3 4 5 6

RD - 7

BK - 8

YL - 9

AQ - 12

RS - 11

VI - 10

BR - 4

SL - 5

WH - 6

GR - 3

OR - 2

BL - 1

RD - 7

BK - 8

YL - 9

AQ - 12

RS - 11

VI - 10

BR - 4

SL - 5

WH - 6

GR - 3

OR - 2

BL - 1

OR

GR

OR

GR

OR

GR

OR

GR

170 ATC

COLDFIRE

CONTROLLER

FIBER SWITCH

1 2 3 4 5 6

BBS

WINTER GARDENS

BLVD./PEPPER DR.

FIBER SWITCH

1 2 3 4 5 6

BBS

WINTER GARDENS

BLVD./ROYAL RD.

FIBER SWITCH

1 2 3 4 5 6

BBS

VE

WINTER GARDENS

BLVD./WINTER GARDENS DR.

FIBER SWITCH

1 2 3 4 5 6

BBS

VE

WINTER GARDENS BLVD./GAY

RIO DR.

FIBER SWITCH

1 2 3 4 5 6

BBS

VE

S S S S S

36 SMFO (NEW) 36 SMFO (NEW) 36 SMFO (NEW) 36 SMFO (NEW)

NEW SPLICE

ENCLOSURE

NEW SPLICE

ENCLOSURE

NEW SPLICE

ENCLOSURE

NEW SPLICE

ENCLOSURE

NEW SPLICE

ENCLOSURE

12 SMFO (NEW) 12 SMFO (NEW) 12 SMFO (NEW) 12 SMFO (NEW) 12 SMFO (NEW)

FIBER SWITCH

1 2 3 4 5 6

BBS

WINTER GARDENS BLVD./LEMON

CREST DR.

S

12 SMFO (NEW)

FIBER SWITCH

1 2 3 4 5 6

BBS

VE

WINTER GARDENS

BLVD./WINTERCREST DR.

S

12 SMFO (NEW)

36 SMFO (NEW) 36 SMFO (NEW)

WINTER GARDENS

BLVD./WOODSIDE AVE.

36 S

MF

O B

AC

KB

ON

E C

AB

LE

A

LO

NG

W

IN

TE

R G

AR

DE

NS

B

LV

D. T

O G

AY

R

IO

D

R.

12 STRAND SMFO WITH


AT THIS END

FIBER OPTIC SC

TERMINATION PANEL

36 S

MF

O B

AC

KB

ON

E C

AB

LE

A

LO

NG

W

IN

TE

R G

AR

DE

NS

B

LV

D. T

O W

IN

TE

RC

RE

ST

D

R.

BL BL BL BL

ETHERNET SWITCH

1 2 3 4 5 6

RD - 7

BK - 8

YL - 9

AQ - 12

RS - 11

VI - 10

BR - 4

SL - 5

WH - 6

GR - 3

OR - 2

BL - 1

RD - 7

BK - 8

YL - 9

AQ - 12

RS - 11

VI - 10

BR - 4

SL - 5

WH - 6

GR - 3

OR - 2

BL - 1

OR

GR

OR

GR

OR

GR

OR

GR

NEW SPLICE

ENCLOSURE

36 S

MF

O B

AC

KB

ON

E C

AB

LE

A

LO

NG

W

IN

TE

R G

AR

DE

NS

B

LV

D. T

O LE

MO

N C

RE

ST

D

R.

12 STRAND SMFO WITH


AT THIS END

FIBER OPTIC SC

TERMINATION PANEL

36 S

MF

O B

AC

KB

ON

E C

AB

LE

A

LO

NG

W

IN

TE

R G

AR

DE

NS

B

LV

D. T

O W

OO

DS

ID

E A

VE

.

BL BL BL BL

ETHERNET SWITCH

1 2 3 4 5 6

RD - 7

BK - 8

YL - 9

AQ - 12

RS - 11

VI - 10

BR - 4

SL - 5

WH - 6

GR - 3

OR - 2

BL - 1

RD - 7

BK - 8

YL - 9

AQ - 12

RS - 11

VI - 10

BR - 4

SL - 5

WH - 6

GR - 3

OR - 2

BL - 1

OR

GR

OR

GR

OR

GR

OR

GR

NEW SPLICE

ENCLOSURE

12 STRAND SMFO WITH


AT THIS END

170 ATC

COLDFIRE

CONTROLLER

170 ATC

COLDFIRE

CONTROLLER

170 ATC

COLDFIRE

CONTROLLER

170 ATC

COLDFIRE

CONTROLLER

170 ATC

COLDFIRE

CONTROLLER

170 ATC

COLDFIRE

CONTROLLER


THE INTERSECTION OF


PEPPER DR.


THE INTERSECTION OF


WINTER GARDENS DR.


THE INTERSECTION OF


GAY RIO DR.


THE INTERSECTION OF


LEMON CREST DR.


THE INTERSECTION OF


WINTERCREST DR.


THE INTERSECTION OF


WOODSIDE AVE.

LEGEND (THIS SHEET ONLY)

- TRAFFIC SIGNAL CONTROLLER

LOCATION OF EXISTING UTILITIES ON THESE PLANS ARE

APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR

PRIOR TO CONSTRUCTION.

CAUTION

CONTRACTOR TO MAINTAIN 12" CLEARANCE OF ALL

EXISTING UTILITIES.

CAUTION

BBS

S

- FIBER ETHERNET SWITCH

- BATTERY BACKUP SYSTEM

- NEW VIDEO DETECTION CAMERA

- NEW CCTV CAMERA

- NEW IP VIDEO ENCODER (4 VIDEO INPUTS)

- FIBER OPTIC SPLICE ENCLOSURE (SEE DETAILS)

- EXISTING OR BY OTHERS

- NEW

VE

12VAC

332 OR 333 CABINET

#6 PULLBOX

TDC

LAYER II SWITCH

170 ATC COLDFIRE

TX RX

ATT

SERVICE

POINT

SPLICE TRAY

36 STRAND FOC

ETHERNET PORT (RJ45)

F.O. PIGTAIL #2

TFS FO 512

GDI 400 SA

The TFS FO512 modem provides fiber to serial

conversion. To convert to copper (or vice-versa) you

will need to connect the DB25 of the fiber modem to

the DB9 of the GDI 400SA modem via the serial port

as follows:

FO512 400SA

2 2

3 3

7 5

Copper SIC

Copper SIC

**Pinout(make sure the cable has these

pins and these pins only)**

TX RX

F.O. PIGTAIL #1

COMMUNICATION HUB DETAILS

DATEBY

DESIGNED

CHECKED

PLANS

10

FOR REDUCED PLANS


98765

SHEETS

SCALE: HOR.

OFSHEET

W.A. R.S.

VERT.

N.

COORDINATE INDEX

E.

CONST. COMPL.

FIELD REVISIONS


43210-1

U

B

L

P

T

E

H

I

S

M

O

T

S

L

E

T

V

I

E

D

C

G

O

O

D EI

G

O

C

C

I

L

S

A

N

C

H

E

N

O

T

D

M

C

N

Y

I

B

T

O

U O

F



100%

SU

BM

ITT

AL

- NO

T F

OR

CO

NS

TR

UC

TIO

N

- EXISTING VIDEO DETECTION CAMERA

WINTER GARDENS

BLVD

PE

PP

ER

DR

1

2

1

7

12

2

2

8

5

5

5

#6E

VAULT

#6E

#6E

3 4

1

1

5 13

WIN

TE

R

VIE

W P

L

RO

YA

L

GA

RD

EN

S LN

8

8

6

EXISTING

C&G

EXISTING

C&G

EXISTING

C&G

EXISTING

C&G

EXISTING

C&G

EXISTING

C&G

WINTER GARDENS

BLVD

RO

YA

L

RD

2

2

2

5

5

5

VAULT

#6E

#6E

#6E

1

7

3 4 512

8

1

13

1

1

#6E

2 5

1 8

1

OR

CH

AR

D

RD

6

EXISTING

C&G

EXISTING

C&G

EXISTING

C&G

EXISTING

C&G

COMMUNICATION EQUIPMENT AT WINTER GARDENS BLVD

AND PEPPER DR

170ATC COLDFIRE

EX. NEW COMMENTS

VIDEO DETECTION

LAYER 2 SWITCH

LAYER 3 SWITCH

CCTV ENCODER

VIDEO DET. ENCODER

SPLICE VAULT

ALL 2" CONDUIT AND FIBER IS INSTALLED NEW WITHIN COUNTY ROW

X

X

X

TO REMAIN AS IS.

DOES NOT EXIST.

CONTRACTOR SHALL SUPPLY.


1

CONSTRUCTION NOTES:

1-36 SINGLE MODE FIBER OPTIC (SMFO) CABLE IN 1-2" CONDUIT.

2 NO. 6 PULL BOX DOUBLE STACK WITH COVER THAT READS, "COUNTY OF SAN DIEGO

COMMUNICATIONS".

3 FIBER SPLICE WITHIN VAULT ENCLOSURE CONTAINING 12 & 36 SMFO CABLE.

COIL A MINIMUM OF 50 FEET OF 12 SMFO CABLE IN THE VAULT.

4 INSTALL FIBER SPLICE VAULT ENCLOSURE WITH SPLICE TRAY.

5 COIL A MINIMUM OF 50 FEET OF 36 SINGLE MODE FIBER OPTIC (SMFO) CABLE.

6 CONNECT 12 SINGLE MODE FIBER OPTIC (SMFO) CABLE INTO THE COMMUNICATIONS

SYSTEM WITHIN THE TRAFFIC SIGNAL CONTROLLER CABINET.

7 EXISTING CONTROLLER CABINET.

8 CONTRACTOR TO CHOOSE THE BEST METHOD FOR CROSSING.

9 NEW CONTROLLER CABINET.

12 1-12 SINGLE MODE FIBER OPTIC (SMFO) CABLE IN 1-2" CONDUIT.

13 4' X 4' X 5' VAULT WITH COVER THAT READS, "COUNTY OF SAN DIEGO

COMMUNICATIONS".

11 REMOVE EXISTING PULLBOX AND REPLACE WITH NO. 6 PULL BOX DOUBLE

STACK WITH COVER THAT READS, "COUNTY OF SAN DIEGO

COMMUNICATIONS".

14 INSTALL CCTV. CONTRACTOR TO DETERMINE BEST LOCATION FOR

INSTALLATION. COORDINATE WITH COUNTY ENGINEER.

10 1-36 SINGLE MODE FIBER OPTIC (SMFO) CABLE IN EXISTING 1-2" CONDUIT.




(FOC). NO WORK SHALL EXCEED AREAS CLEARLY IDENTIFIED AS CONCRETE

SIDEWALK OR DIRT PATHWAY TYPICALLY UTILIZED BY PEDESTRIANS


AND ROYAL RD

170ATC COLDFIRE

EX. NEW COMMENTS

VIDEO DETECTION

LAYER 2 SWITCH

LAYER 3 SWITCH

CCTV ENCODER

VIDEO DET. ENCODER

SPLICE VAULT


X

X

X


DOES NOT EXIST.



ALL TRAFFIC SIGNAL DLC'S MUST BE

PROTECTED. IF DAMAGED, THEY SHALL

BE REPLACED WITHIN 48 HOURS AT THE

CONTRACTORS EXPENSE.

DATEBY

DESIGNED

CHECKED

PLANS

10

FOR REDUCED PLANS


98765

SHEETS

SCALE: HOR.

OFSHEET

W.A. R.S.

VERT.

N.

COORDINATE INDEX

E.

CONST. COMPL.

FIELD REVISIONS


43210-1

U

B

L

P

T

E

H

I

S

M

O

T

S

L

E

T

V

I

E

D

C

G

O

O

D EI

G

O

C

C

I

L

S

A

N

C

H

E

N

O

T

D

M

C

N

Y

I

B

T

O

U O

F



100%

SU

BM

ITT

AL

- NO

T F

OR

CO

NS

TR

UC

TIO

N

MA

TC

HL

IN

E S

EE

BE

LO

W LE

FT

MA

TC

HLIN

E S

EE

AB

OV

E R

IG

HT

MA

TC

HLIN

E S

EE

SH

EE

T 8

W

I

N

T

E

R

G

A

R

D

E

N

S

B

L

V

D

W

I

N

T

E

R

G

A

R

D

E

N

S

D

R

GO

LD

EN

RID

GE

R

D

5

5

3

1

1

1

1

8

12

4

9

#6E

#6E

5

2

2

6 13

EXISTING

C&G

EXISTING

C&G

EXISTING

C&G

EXISTING

C&G

EXISTING

C&G

EXISTING

C&G

WINTER GARDENS

BLVD

SA

PO

TA

DR

1

1

1

15

5

5

#6E

#6E

#6E

2

2

2

EXISTING

C&G

EXISTING

C&G

EXISTING

C&G

EXISTING

C&G

EXISTING

C&G


AND WINTER GARDENS DR

170ATC COLDFIRE

EX. NEW COMMENTS

VIDEO DETECTION

LAYER 2 SWITCH

LAYER 3 SWITCH

CCTV ENCODER

VIDEO DET. ENCODER

SPLICE VAULT


X

X

X

X





X CONTRACTOR SHALL SUPPLY.

1

CONSTRUCTION NOTES:



COMMUNICATIONS".












COMMUNICATIONS".



COMMUNICATIONS".









DATEBY

DESIGNED

CHECKED

PLANS

10

FOR REDUCED PLANS


98765

SHEETS

SCALE: HOR.

OFSHEET

W.A. R.S.

VERT.

N.

COORDINATE INDEX

E.

CONST. COMPL.

FIELD REVISIONS


43210-1

U

B

L

P

T

E

H

I

S

M

O

T

S

L

E

T

V

I

E

D

C

G

O

O

D EI

G

O

C

C

I

L

S

A

N

C

H

E

N

O

T

D

M

C

N

Y

I

B

T

O

U O

F



100%

SU

BM

ITT

AL

- NO

T F

OR

CO

NS

TR

UC

TIO

N

MA

TC

HLIN

E S

EE

BE

LO

W LE

FT

MA

TC

HLIN

E S

EE

SH

EE

T 7

MA

TC

HL

IN

E S

EE

AB

OV

E R

IG

HT

MA

TC

HL

IN

E S

EE

SH

EE

T 9

W

IN

T

E

R

G

A

R

D

E

N

S

B

L

V

D

5

1

5

5

1

1

1

2

2

2

#6E

#6E

#6E

EXISTING

C&G

EXISTING

EOP

EXISTING

EOP

EXISTING

C&G

EXISTING

C&G

W

INT

ER

GA

RD

EN

S

BLV

D

C

R

EE

KF

O

R

D

D

R

GA

RD

EN

A

WY

GA

Y R

IO

DR

FA

IR

LN

5

13

5

6

1

1

1

8

8

1

2

2

12

5

#6E

VAULT

#6E

43

7

EXISTING

EOP

EXISTING

C&G

EXISTING

C&G

EXISTING

C&G

EXISTING

C&G

EXISTING

C&G

EXISTING

C&G

EXISTING

C&G


AND GAY RIO DR

170ATC COLDFIRE

EX. NEW COMMENTS

VIDEO DETECTION

LAYER 2 SWITCH

LAYER 3 SWITCH

CCTV ENCODER

VIDEO DET. ENCODER

SPLICE VAULT


X

X

X

X

TO REMAIN AS IS.

TO REMAIN AS IS.



X CONTRACTOR SHALL SUPPLY.

1

CONSTRUCTION NOTES:



COMMUNICATIONS".












COMMUNICATIONS".



COMMUNICATIONS".













DATEBY

DESIGNED

CHECKED

PLANS

10

FOR REDUCED PLANS


98765

SHEETS

SCALE: HOR.

OFSHEET

W.A. R.S.

VERT.

N.

COORDINATE INDEX

E.

CONST. COMPL.

FIELD REVISIONS


43210-1

U

B

L

P

T

E

H

I

S

M

O

T

S

L

E

T

V

I

E

D

C

G

O

O

D EI

G

O

C

C

I

L

S

A

N

C

H

E

N

O

T

D

M

C

N

Y

I

B

T

O

U O

F



100%

SU

BM

ITT

AL

- NO

T F

OR

CO

NS

TR

UC

TIO

N

MA

TC

HLIN

E S

EE

BE

LO

W LE

FT

MA

TC

HLIN

E S

EE

SH

EE

T 8

MA

TC

HLIN

E S

EE

AB

OV

E R

IG

HT

MA

TC

HLIN

E S

EE

SH

EE

T 10

W

IN

T

E

R

G

A

R

D

E

N

S

B

L

V

D

F

A

IR

L

N

S

T

E

R

L

IN

G

H

IL

L

S

L

N

5 1

1

1

1

5

5

8

2

2

2

#6E

#6E

#6E

8

1

52

#6E

EXISTING

C&G

EXISTING

C&G

EXISTING

C&G

EXISTING

C&G

EXISTING

EOP

EXISTING

C&G

WINTER GARDENS

BLVD

C

IM

BR

IA

W

Y

1

1

8

1

5

5

5

2

2

2

#6E

#6E

#6E

8

1

P

U

E

B

L

O

A

V

E

EXISTING

C&G

EXISTING

C&G

EXISTING

C&G

EXISTING

C&G

EXISTING

C&G

EXISTING

C&G

EXISTING

EOP

EXISTING

EOP

1

CONSTRUCTION NOTES:



COMMUNICATIONS".












COMMUNICATIONS".



COMMUNICATIONS".









DATEBY

DESIGNED

CHECKED

PLANS

10

FOR REDUCED PLANS


98765

SHEETS

SCALE: HOR.

OFSHEET

W.A. R.S.

VERT.

N.

COORDINATE INDEX

E.

CONST. COMPL.

FIELD REVISIONS


43210-1

U

B

L

P

T

E

H

I

S

M

O

T

S

L

E

T

V

I

E

D

C

G

O

O

D EI

G

O

C

C

I

L

S

A

N

C

H

E

N

O

T

D

M

C

N

Y

I

B

T

O

U O

F



100%

SU

BM

ITT

AL

- NO

T F

OR

CO

NS

TR

UC

TIO

N

MA

TC

HL

IN

E S

EE

BE

LO

W L

EF

T

MA

TC

HL

IN

E S

EE

SH

EE

T 9

MA

TC

HL

IN

E S

EE

AB

OV

E R

IG

HT

MA

TC

HLIN

E S

EE

SH

EE

T 11

WINTER GARDENS

BLVD

L

E

M

O

N

C

R

E

S

T

D

R

R

O

C

K

C

R

E

S

T

R

D

11

1

10

10

1

1

10

10

5

13

5

5

2

65

12

7

#6E

115

5

#6E

#6E

4

VAULT

3

#5E

#5E

EXISTING

C&G

EXISTING

EOP

EXISTING

C&G

EXISTING

C&G

EXISTING

C&G

EXISTING

EOP

EXISTING

C&G

EXISTING

C&G

WINTER GARDENS

BLVD

WIN

TE

RC

RE

ST

DR

10

1

88

1

10

10

10

11

5

5

13

5

5

5

2

2

6

12

7

5

#6E

#6E

#6E

4

VAULT

#5E

#5E

3

1

#5E

5

EXISTING

C&G

EXISTING

C&G

EXISTING

C&G

EXISTING

C&G

EXISTING

C&G

EXISTING

C&G

WINTER GARDENS

BLVD

WO

OD

SID

E

AV

E

10

10

1010

1

5

5115

12

7

#5E

#5E

5

#5E

#6E

6 1354

VAULT

3

14

EXISTING

C&G

EXISTING

C&G

EXISTING

C&G

EXISTING

C&G

EXISTING

C&G


AND LEMON CREST DR

170ATC COLDFIRE

EX. NEW COMMENTS

VIDEO DETECTION

LAYER 2 SWITCH

LAYER 3 SWITCH

CCTV ENCODER

VIDEO DET. ENCODER

SPLICE VAULT



DOES NOT EXIST.



X

X

X

1

CONSTRUCTION NOTES:



COMMUNICATIONS".












COMMUNICATIONS".



COMMUNICATIONS".










AND WINTERCREST DR

170ATC COLDFIRE

EX. NEW COMMENTS

VIDEO DETECTION

LAYER 2 SWITCH

LAYER 3 SWITCH

CCTV ENCODER

VIDEO DET. ENCODER

SPLICE VAULT



TO REMAIN AS IS.



X

X

X

X

CONTRACTOR SHALL SUPPLY.X


AND WOODSIDE AVE

170ATC COLDFIRE

EX. NEW COMMENTS

VIDEO DETECTION

LAYER 2 SWITCH

LAYER 3 SWITCH

CCTV ENCODER

VIDEO DET. ENCODER

SPLICE VAULT



DOES NOT EXIST.





X

X

X

X

X

CONTRACTOR SHALL SUPPLY.X

CONTRACTOR SHALL BE RESPONSIBLE TO PHYSICALLY

CONNECT TO THE EXISTING COPPER BASED

COMMUNICATION SYSTEM LOCATED AT WOODSIDE AVE.

THE ENTIRE LAKESIDE SYSTEM SHALL BE VISIBLE AND

HAVE COMMUNICATION CAPABILITIES AT THE COUNTY

TRAFFIC OPERATIONS CENTER.





DATEBY

DESIGNED

CHECKED

PLANS

10

FOR REDUCED PLANS


98765

SHEETS

SCALE: HOR.

OFSHEET

W.A. R.S.

VERT.

N.

COORDINATE INDEX

E.

CONST. COMPL.

FIELD REVISIONS


43210-1

U

B

L

P

T

E

H

I

S

M

O

T

S

L

E

T

V

I

E

D

C

G

O

O

D EI

G

O

C

C

I

L

S

A

N

C

H

E

N

O

T

D

M

C

N

Y

I

B

T

O

U O

F



100%

SU

BM

ITT

AL

- NO

T F

OR

CO

NS

TR

UC

TIO

N

MA

TC

HLIN

E S

EE

BE

LO

W LE

FT

MA

TC

HL

IN

E S

EE

SH

EE

T 10

MA

TC

HLIN

E S

EE

AB

OV

E R

IG

HT

MA

TC

HLIN

E S

EE

BE

LO

W LE

FT

MA

TC

HLIN

E S

EE

AB

OV

E R

IG

HT

WIN

TE

R G

AR

DE

NS

B

LV

D

(388-551-15)

W

I

N

T

E

R

G

A

R

D

E

N

S

D

R

(388-551-14)

(388-552-59)

(388-551-43)

Wintergardens Blvd RS 1714 - ALIGNMENT DATA

ROADWAY PLAN & PROFILE

PROFILE: NORTH EAST CURB RAMP

CONSTRUCTION NOTES

CURB DATA

No. BEARING/DELTA RADIUS LENGTHREMARKS

PROFILE: SOUTH EAST CURB RAMP / TC

PROFILE: TC W.G. BLVD - LEFT

DETAIL A

TYPICAL SECTION

DATEBY

DESIGNED

CHECKED

PLANS

10

FOR REDUCED PLANS


98765

SHEETS

SCALE: HOR.

OFSHEET

W.A.R.S.

VERT.

N.

COORDINATE INDEX

E.

CONST. COMPL.

FIELD REVISIONS


43210-1

U

B

L

P

T

E

H

I

S

M

O

T

S

L

E

T

V

I

E

D

C

G

O

O

D EI

G

O

C

C

I

L

S

A

N

C

H

E

N

O

T

D

M

C

N

Y

I

B

T

O

U

O

F



100%

SU

BM

ITT

AL

- NO

T F

OR

CO

NS

TR

UC

TIO

N

(388-551-15)

(388-551-14)

388-552-59

WIN

TE

R G

AR

DE

NS

B

LV

D

(388-552-59)

DRIVEWAY PROFILE

PROFILE: Driveway at STA 51+03

DATEBY

DESIGNED

CHECKED

PLANS

10

FOR REDUCED PLANS


98765

SHEETS

SCALE: HOR.

OFSHEET

W.A.R.S.

VERT.

N.

COORDINATE INDEX

E.

CONST. COMPL.

FIELD REVISIONS


43210-1

U

B

L

P

T

E

H

I

S

M

O

T

S

L

E

T

V

I

E

D

C

G

O

O

D EI

G

O

C

C

I

L

S

A

N

C

H

E

N

O

T

D

M

C

N

Y

I

B

T

O

U

O

F



100%

SU

BM

ITT

AL

- NO

T F

OR

CO

NS

TR

UC

TIO

N

PROFILE: Driveway at STA 52+15scale: HOR. 1"=20'

VER. 1"=5'

scale: HOR. 1"=20'

VER. 1"=5'

scale: 1"=10'

scale: 1"=10'

rjafari

Callout

Top of Curb

rjafari

Callout

Back of Driveway

rjafari

Callout

Match the existing ground 5' behind the driveway

rjafari

Callout

Back of driveway

rjafari

Callout

Top of Curb

rjafari

Rectangle

rjafari

Text Box

APN 388-551-14

LEGEND

SYBMOLDESCRIPTION

LEGEND

SYBMOLDESCRIPTION

ENTRENCHMENT DETAIL

AA

TYPICAL FIBER ROLL INSTALLATIONTYPICAL FIBER ROLL INSTALLATION

DATEBY

DESIGNED

CHECKED

PLANS

10

FOR REDUCED PLANS


98765

SHEETS

SCALE: HOR.

OFSHEET

W.A. R.S.

VERT.

N.

COORDINATE INDEX

E.

CONST. COMPL.

FIELD REVISIONS


43210-1

U

B

L

P

T

E

H

I

S

M

O

T

S

L

E

T

V

I

E

D

C

G

O

O

DE

I

G

O

C

C

I

L

S

A

N

C

H

E

N

O

T

D

M

C

N

Y

I

B

T

O

U O

F



100%

SU

BM

ITT

AL

- NO

T F

OR

CO

NS

TR

UC

TIO

N

WATER POLUTION CONTROL PLAN

Documents

PLANS FOR CONSTRUCTION OF WINTER … · san diego area regional standard drawings (rsd) aug 2012 san diego county design standards (ds) nov 2012 legend proect control: survey control