CROWN CASTLE NG WEST LLC CROWN CASTLE PROJECT NO. 423359 SD06899A-TSD-ECJ02

CROWN CASTLE

TM0423359CA-,SaQ6B99A-TSD-EGJ02 d025 1/3 PEPPER OR^

O W W E R / O E V E L O P E R :

CC CROWN CASTLE

200 SPECTRUM CENTER DR, STE 1800 IRVINE CA 92618

www crowncaslle. corn

PREPARED BY:

(32.82198-,-116.94657-) V SUPut&iGN

G R O U P , L L C .'22 G£NEVItvE 5' JWIE '

iOLAM* BtACH, CA 9 ^ 7 i wp<leuBrk: com

PROJECT DESCRIPTION THIS PROJECT CONSISTS OF THE INSTALLAnON OF ANTENNA(S) AND ANCILLARY EQUIPMENT TO BE MOUNTED ON EXISTING UTILITY POLES IN THE PUBLIC RIGHT-OF-WAY.

PROJECT TEAM

PROJECT MANAGER DANIEL CARRERAS (951) 2 6 5 - 2 2 9 9 DANlEL.CARRERASOCR0WNCASTLE.COM CROWN CASTLE NG WEST LLC 2 0 0 SPECTRUM CENTER DR. STE. 1800 IRVINE. CA 92518

CONSTRUCTION MANAGER MARTIN FONTENOT MARTIN.F0NTEN0TOCR0WNCASTLE.COM CROWN CASTLE NG WEST LLC 200 SPECTTRUM CENTER DR. STE. 1800 IRVINE. CA 92618

CELL S'TE DESIGNER SUNG YUN ( 7 6 0 ) 2 7 4 - 7 7 5 0 SUNG.YUNOSUPDESlGNLLC.COM SUP DESIGN GROUP. LLC 722 GENEVIEVE ST. SUITE T • SOLANA BEACH, CA 92075

TEAM MEMBER'S REVIEW ,.„„ REVIEWED/DATE

RF ENGINEERING

PRODUCT MANAGEMENT

NETWORK REAL ESTATE TEAM

UTILITY TEAM

IMPLEMENTATION

OPERATIONS

AJ.port Ur J- ®

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Pegeen P/

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P'.ay* Oal Su E s^adley Ave

TS0-ECJ02

Gd'U SJ :>p(tiSS Ln

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Oawnndge Ave

jogar. Way

Hari Dr

Grecr^field Dr

f Farviow Ct ^

Valley V l l u a e D r f 53

VICINITY MAP N.T.S.

riainingo Ava

Pofti.Tsnwi A c

Sumner Ave

N

LEGEND

EXISTING IMPROVEMENTS:

SYMBOL

100+00 I

CAU. 811 OR

1 - 8 0 0 - 2 2 7 - 2 6 0 0

AT LEAST

(2) DAYS PRIOR TO

BEGINNING ANY DIGGING

USA TICKET N0._

COMMENTS

R/W

C(ScG

CURB

EOP

. i i i f i i

K K m BY: CHECKED BY APPROVED B

AC MK

REV DATE

ABBREVIATIONS INDEX TO SHEETS SYMBOLS ABND. ABANDONED G/B GREENBELT C-01 TITLE SHEET

AGL ABOVE GROUND LEVEL GG GUY GUARD C-02 SITE PLAN (TSD-ECJ02) B.I.S. BOTTOM INSIDE STREET HH HANDHOLE

SITE PLAN (TSD-ECJ02)

B.M.S. BOTTOM MIDDLE STREET HT HEIGHT C-03 PROFILE (TSD-ECJ02) B.O. BOTTOM OF MH MANHOLE D-01 DETAILS B.OS. BOTTOM OUTSIDE FIELD OHG OVERHEAD GUY

D-01 DETAILS

B / BACK OF PKWY PARKWAY D-02 DETAILS CB

CEA CAPACITOR BANK CROSS EXTENSION ARM

R.C. R.M.

RAD CENTER RAISED MEDIAN

TC-01 TRAFRC CONTROL COVER SHEET

CF CURB FACE S/W SIDEWALK TC-02 TRAFFIC CONTROL PLAN CLR. CLEARANCE SGA SINGLE GUARD ARM DNG DOWN GUY TO. TOP OF DGA DOUBLE GUARD ARM T.O.S. TOP OUTSIDE STREET DWY DRIVEWAY (E) EXISTING EOP EDGE OF PAVEMENT (N)

(P)

NEW F/ F.H.

FRONT OF FIRE HYDRANT

(N) (P) PROPOSED

SY 0 6 / 0 8 / 1 7

NUMBER OF CONDUITS

SIZE OF EACH CONDUIT

APPROX. FOOTAGE OF CONDUITS

COUNTY OF SAN DIEGO DEPARTMENT OF PUBLIC WORKS

1025 1/3 PEPPER DR EL CAJON. CA

(32.82198*,-116.94657')

SHEET TITLE:

SDC PDS RCVD 01-19-18

STPi7-044 TITLE SHEET

C-01

CROWN CASTLE NG WEST LLC CROWN CASTLE PROJECT NO. 423359 SD06899A-TSD-ECJ02

NOTE:

1 EXISTING RIGHT-OF-WAY ARE SHOWN ACCURATELY TO THE EXTENT OF AVAILABLE RECORDS AND KNOWLEDGE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION AND DEPTH OF ALL UTILITIES WHICH MAY AFFECT OR BE AFFECTED BY THE CONTRACTOR'S OPERATIONS.

OWNER/DEVELOPER:

SUBSTRUCTURE MAP REFERENCES:

SAN DIEGO COUNTY ASSESSOR'S MAP.

N PARCEL NO. 3 8 8 - 2 0

SCALE: r = 4 0 '

CC CROWN CASTLE

200 S P E C T R U M C E N T E R DR. STE 1800 IRV INE. CA 92618

w w w crowncast le c o m

PREPARED BY

V SUPi^bblGN

GROUP, LLC '22 Cf NEviFvf SI sunt I

SOIAN* BEACH CA 92075 w^w tupdeitgnic cam

CAU 811 OR

1 - 8 0 0 - 2 2 7 - 2 6 0 0

AT LEAST

(2) DAYS PRIOR TO

BEGINNING ANY DIGGING

USA TICKET NO

AC

CHECKED BY: APPROVED BY:

REVISIONS SY 06/08/17

REV DATE DESCRIPTION BY

1 COUNTY OF SAN DIEGO

DEPARTMENT OF PUBLIC WORKS

LOCATION:

1025 1/3 PEPPER DR EL CAJON, CA

(32.82198*.-116.94657")

SHEET TITLE;

SITE PLAN

C - 0 2

CROWN CASTLE NG WEST LLC CROWN CASTLE PROJECT NO. 423359

INSTALL (N) CEA AT 23 ' -6 " .

LOWER CI TO 23 ' - 6 " B.O.S.; (E) HEIGHT AT 24 ' -0" .

INSTALL (N) CROWN CASTLE FIBER AT 24" -0 ' ; ATTACH 1/4" STR & LASH FO WEST

& EAST.

INSTALL (N) 3 /4 " QUEENS POST ANCHOR SOUTH (T E/0 (E) ANCHOR);

LEAD=7'-0". HElGHT=9'-6" Sc ATTACH 1/4" DOWNGUY WITH GUY GUARD AT 24 ' -0 " .

INSTALL (N) ANTENNA MOUNT KIT 003N AT 25 ' -8 " WITH (N)

COMMSCOPE3X-V65S-GC3-3XR ANTENNA.

INSTALL (N) STAND-OFF BRACKETS.

INSTALL (N) HPSH-32 CABINET WITH (2)(N) RADIO UNITS INSIDE.

INSTALL (N) POWER DISCONNECT BOX AND (N) WTR FUSE BOX.

INSTALL (N) 2" SCH. 80 POWER RISER.

INSTALL (N) 2" SCH. 80 COMM RISER.

INSTALL (N) VGR.

A.l I CONSTRUCTION NOTES

0 '

^90*

A.2 I AZIMUTH(S) DETAIL

(N) 2" SCH. 80 PWR RISER

(N) 2" SCH. 80 COMM RISER

A.3 I EQUIPMENT/RISER DETAIL

N.T.S.

(N) ANTENNA MOUNT KIT 003N @ 2 5 ' - 8 " W / (N) COMMSCOPE 3 X - V 6 5 S - G C 3 - 3 X R ANTENNA

N.T.S.

(N) HPSH-32 CABINET W / (2 ) (N) RADIO UNITS INSIDE

k N

N.T.S

POLE DATA

POLE ID: P330203

EXISTING TOP OF POLE: 4 3 ' - 3 "

PROFILE VIEW: LOOKING NORTHWEST

PROPOSED INFORMATION

• PROPOSED RAD CENTER(S): 27" 10'

• PROPOSED AZIMUTH(S): 330"

(N) ANTENNA MOUNT KIT 003N 2 5 - 8 " W / (N) COMMSCOPE

3 X - V 6 5 S - G C 3 - 3 X R ANTENNA

^ (N) CROWN CASTLE

2 4 - 0 " AGL

(N) CEA

2 3 ' - 6 " AGL

LWR (E) CI TO 2 3 ' - 6 " B.O.S. AGL ^

T.O. ANTENNA 2 8 ' - 1 0 "

(E) HT @ 2 4 - 0 " AGL

(N) QP

9 - 6 AGL

B ~ 9 V B ' I O \ ( N ) POWER DISCONNECT BOX

& (N) WTR FUSE BOX

(N) 2" SCH. 80 COMM RSR

(N) 2 " SCH. 80 PWR RSR

A.4 PROFILE N.T.S.

SD06899A-TSD-ECJ02 OWNER A > E V E L O P E R

CC CROWN CASTLE

200 SPECTRUM CENTER DR, STE 1800

IRVINE CA 92618

www crowncaslle com

PREPARED BY:

V SUPUESIGN

GROUP, LLC '22 GfueviVA ST, SUIIE I

^OlANA Bt*C» CA 93375 *V*WW l^/Cld«t<X''IC COT

CAU 811 OH

1 -BO0-227 -260O

AT LEAST

(2) DAYS PRiOR TO

BEGINNING ANY DIGGING

USA TICKET NO

1 .

AC

CHECKED BY: APPROVED B

MK 06/08/17

COUNTY OF SAN DIEGO DEPARTMENT OF PUBLIC WORKS

1025 1/3 PEPPER DR EL CAJON. CA

(32.82198-.-116.94657*)

SHEET TITLE:

PROFILE

C-03

CROWN CASTLE NG WEST LLC CROWN CASTLE PROJECT NO. 423359 SD06899A-TSD-ECJ02

-7.9 in-

23 5 in

GENERAL SPECFCATIQNS DIMENSIONS (HT X OlA)

NET WEIGHT. WITHOUT MOUNT KIT

MND LOADING. MAXIMUM

WND SPEED. MAXIMUM

23.5 X 7.9 In (596 x 200 m m )

16.5 lb (7.5 kg)

90 0 N (150 k m / h r )

20 2 Ibf (150 k m / h r )

150 mph (241 k m / h r )

COMMSCOPE 3X-V65S-GC3-3XR ANTENNA I N.T.S

FRONT VIEW

TOP VIEW

2 4 "

1 J

\ A ] S T A N D - O F F BRACKET N.T.S.

SPECIFICATIONS

MANUFACTURER COMMSCOPE

UV ! _ H - 3 - C P U S E - * 3 - A I 6

DIMENSIONS (HXWXD) (1.02"X3.35"X5.O")

M • :.H - 1.26 LBS

COMMSCOPE H-3-CPUSE-43-Ai6 SPLITTER N.T.S.

WOOD MOULDING

16 WIRE BONDING JUMPER

WOOD POLE

BAREN Cu GROUND CONDUCTOR

Cu GROUND CLAMP CI No. GBL3-T8,

TYCO No. 8 3 7 4 9 - 1 . OR EQUAL

#6 ( 5 / 8 " X 8") COPPER CLAD GROUND ELECTRODE

GROUND ROD INSTALLATION FOR UTILITY POLES |GND-1|

NOTE: UTILITY POLE GROUND SHALL COMPLY WITH PUBLIC UTILITIES COMMISSION OF THE STATE OF CALIFORNIA GENERAL ORDER No. 95 (SECTION 59.4. 92.4)

B.5 GROUND ROD INSTALLATION N.T.S.

ONWER/TiEVELOPER

NOTE: ALL DIMENSIONS IN INCHES UNLESS OTHERWISE NOTED.

24" ANTENNA SHROUD

43.25

CROWN CASTLE

200 SPECTRUM CENTER DR STE 1800 IRVINE. CA 92618

www crovrticaslle com

PREPARED BY:

V SUPubSICiN

G R O U P . L L C 722 OEHEvevi v sunt I

SOLAN* 5£*CH CA 920/5 *wv. luodeiigo*: com

CALL 811 OR

l - B O O - 2 2 7 - 2 6 0 0

AT LEAST

(2) DAYS PRIOR TO

BEGINNING ANY OlCQNC

USA TICKET NO

B.3 ANTENNA MOUNT KIT 003N N.T.S.

Oeicrlplion

UoKimurri output powar

ommol

Numb»r o ' Corrlers

rrequency

2«10 W. 2«20 W. 2«30 W. 2.40W. 2x50 W. ond 2ic60 W (Subjict to l l cwM handlfrg)

WCOMA and LTE: On« to four corTi«f».

CSM: Ona lo (Ighl carriers.

COMA. One le eight co r r la i

(Subject to Licenae hondlin;)

1.920 to l.BBO MHi uplink

2.110 to 2.170 MHl dowrMtnk

Bl for WCDMA ond Lit

1.B50 to 1.B10 MHI uplirk

1.930 to 1.990 MHI dowrlink

B2 tor GSM, WCDMA. ond LTE

1.710 to 1,7B5 MHI uplk^k

1.805 to 1.880 MHI downlink

B2 for CSM, WCOMA. and LTE

880 to 915 MHI uplktk

925 to 960 MHZ downlink

88 ror GSM and fKDUA

Ok^araiona with Solor Shield ond Hondle ond Feel

Height 20 m (518 mm)

19 in (470 mm)

7 ki (190 mm)

Height 16 In (418 mm)

IB ki (458 mm)

6 in (159 mm)

Weight

RRUS 12 Bl and RRUS B2

RRUS 12 B3 ond RRUS 12 B8

22 4 kg

26 3 kg

Gray

DRAWN BY: CHECKED BY: APPROVED BY:

AL, MK 0 5 / 0 8 / 1 7

COUNTY OF SAN DIEGO DEPARTMENT OF PUBLIC WORKS

1025 1/3 PEPPER DR EL CAJON. CA

(32.82198*,-116.94657*)

SHEET TITU:

Unit of meosurement; inch DETAILS

SHEET NO

B.6 I ERICSSON RRUS-12 RADIO UNIT N.T.S. D - 0 1

CROWN CASTLE NG WES I LLC CROWN CASTLE PROJECT NO. 423359 SD06899A-TSD-ECJ02

rO.75

0.75-" NOTE:

TAG INSIDE DOOR W/ SHROUD 32. REViaON AND SERIAL #

(2)RRU MOUNTED IN SHROUD MOUNTING BRACKET (NO DOORS)

SHROUD CABINET W/ INTERNAL COMPONENTS

SWING HANDLE WITH LOCKING SYSTEM AND PADLOCK

1 \

NOTE: HANDLE TO BE SECURED WITH PADLOCK AND L ( X ; K I N G SYSTEM NOTE:

COMBINERS WILL BE MOUNTED' TO BACK Of SHROUD HPSH-32

NOTE: ALL DIMENSIONS IN INCHES UNLESS OTHERWISE NOTED.

B.7 HPSH-32 CABINET WITH 2 RADIO UNITS N.T.S,

NOTES: 1. MAIN DISCONNECT BREAKER.

MANUFACTURE SQUARE D (OR EQUIVALENT). BREAKER S'ZE ANO iNOOENTAL WIRING SPEClHED BY CUENT. KAIC SPECIFIED BY POWER COMPANY. 1" CLOSE NIPPLE FOR FEED FROM POWER SOURCE. 3 / 4 - UOUID FLEX TO TRANSCEIVER. CABINET LOCKABLE FOR CUENT ONLY

r 0 TOP KNOCK OUT

5/A' 9 SIDE KNOCK OUT

PARTS LIST CALLOUT QTY DESCRIPTION

A 1 CABINET WATER PART #

B 1 BREAKER AMP KAIC 2 POLE 120/140 VAC SINGLE PHASE

C 1 r CLOSE NIPPLE STRAIGHT

D 1 3 / 4 " X 4' LIQUID TIGHT METALUC ELEX CONDUIT WITH CONNECTOR

E 1 3 / 4 " » UQUID TIGHT FLEX CONNECTOR 45"

F 4 3 / 4 " • UQUID TIGHT a E X CONNECTOR - STRAIGHT

G 4 5 / 6 " X 1" BOLT - STAINLESS STEEL

H 4 5 / 6 " LOCK WASHER - STAINLESS STEEL

1 4 5 /16" NUT - STAINLESS STEEL

J 1 1" LOCK NUT

B.9 DISCONNECT BOX N.T.S.

ISOLATION SWITCH

FEE

KTK OR KLK 15 AMP FUSES

LOAD (TO EOUIPMENT)

B.10 WTR FUSE BOX (PRIVATE) N.T.S.

OWNER A>E:VELOPER:

SPECIFICATIONS

MODEL PSU AC 02

D MENSIONS (HXWXD) (2 68"X12 99"X7 04")

WEIGHT 1135 LBS

CC CROWN CASTLE

200 SPECTRUM CENTER DR. STF 1800 IRVINE CA 92618

tvww ciowncasUe com

PREPARED BY:

V SUPUESIGN

GROUP, LLC ••22 GENtvtvE SI Sont I

SOLANA BIACM. CA »20.'5 v^w^' lupdevgrlic com

liQML'KIC

CAU 811 OR

1 - 8 0 0 - 2 2 7 - 2 6 0 0

AT LEAST

(2) DAYS PRIOR TO

BEGINNING ANY DIGGING

USA TICKET NO

•12.99'

2.68"

r TOP SIDE

8 PSU AC 02 I f'i T S.

I l i f t *

DRAWN BY: [ CHECKED BY: I APPROVED BY

MK REVISIONS

06/08/1 7

COUNTY OF SAN DIEGO DEPARTMENT OF PUBLIC WORKS

1025 1/3 PEPPER DR EL CAJON, CA

(32.82198*,-116.94657')

DETAILS

D - 0 2

CROWN CASTLE NG WEST LLC CROWN CASTLE PROJECT NO. 423359 SD06899A-TSD-ECJ02

TRAFFIC CONTROL PLAN GENERAL NOTES: TO 1. WORK HOURS TO BE RESTRICTED FROM

UNLESS APPROVED OTHERWISE.

2. PEDESTRIAN CONTROLS WILL BE PROVIDED AS SHOWN.

3 PEDESTRIANS SHALL BE PROTECTED FROM ENTERING THE

EXCAVATION BY PHYSICAL BARRIERS DESIGNED. INSTALLED. AND

MAINTAINED TO THE SATISFACTION OF THE CITY ENGINEER.

4. TEMPORARY "NO PARKING/TOW AWAY" SIGNS STATING THE DATE

AND TIME OF PROHIBITION WILL BE POSTED 72 HOURS PRIOR TO

COMMENCING WORK. CALL POLICE DISPATCH TO VALIDATE POSTING.

5. ACCESS WILL BE MAINTAINED TO ALL DRIVEWAYS UNLESS OTHER

ARRANGEMENTS ARE MADE.

6. TRENCHES MUST BE BACKFILLED OR PLATED DURING NON-WORKING

HOURS UNLESS K-RAIL BARRIERS ARE PROVIDED. K-RAIL IS

APPROVED ONLY WHEN SPECIFICALLY SHOWN ON THE APPROVED

TRAFFIC CONTROL PLAN. PLATES SHALL HAVE CLEATS AND COLD

MIX AT THE EDGES AS APPROVED BY THE INSPECTOR.

7. STRIPING WILL BE REPLACED BY THE CONTRACTOR WITHIN 24

HOURS. IF REMOVED OR DAMAGED.

8. WORK THAT DISTURBS NORMAL TRAFFIC SIGNAL TIMING OPERATIONS

SHALL BE COORDINATED WITH THE CITY. CONTACT PUBLIC WORKS

DEPARTMENT 72 HOURS PRIOR TO COMMENCING WORK.

9. TRAFFIC SIGNALS SHALL REMAIN FULLY ACTUATED AT ALL TIMES.

UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER OR HiS/HER

REPRESENTATIVE. IF TRAFFIC SIGNAL LOOP DETECTORS ARE

RENDERED INOPERATIVE BY THE PROPOSED WORK. VIDEO DETECTION

SHALL BE USED TO PROVIDE ACTUATION.

10. FLAGGERS SHALL BE EOUIPPED WITH A WHITE HARD HAT. AN

ORANGE VEST, AND A "STOP/SLOW" PADDLE ON A 5 FOOT STAFF.

11., ALL TRAFFIC CONTROL DEVICES MUST BE MAINTAINED 24 HOURS A

. DAY. 7 DAYS PER WEEK. BY THE CONTRACTOR.

12. ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE 2014 i i q t i i i i t i i

CALIFORNIA MANUAL ON UNIFORM "TRAFFIC CONTROL DEVICES

(MUTCD).

13. TRAFFIC CONTROL PLAN SUBMITTALS ARE REQUIRED FOR EACH

PHASE OF THE WORK IN THE DETAIL. FORMAT. AND DUALITY

ILLUSTRATED ON THIS SHEET.

14. ALL TRAFFIC CONTROL DEVICES SHALL BE REMOVED FROM VIEW OR

COVERED WHEN NOT IN USE.

15. THE CITY ENGINEER OR HIS/HER REPRESENTATIVE HAS THE

AUTHORITY TO INITIATE FIELD CHANGES TO INSURE PUBLIC SAFETY.

16. ALL WORK AFFECTING BUS STOPS SHALL BE COORDINATED WITH

CITY'S TRANSIT DISTRICT. CONTRACTOR SHALL CALL TRANSIT

DISTRICT AT LEAST 72 HOURS IN ADVANCE OF STARTING WORK.

17. CHANGEABLE MESSAGE SIGNS SHALL BE USED IN ADVANCE OF

TRAFFIC CONTROL ON MAJOR AND PRIME ARTERIALS. UNLESS

OTHERWISE APPROVED. THESE SIGNS SHALL BE SHOWN ON THE

TRAFFIC CONTROL PLAN.

TABLE 6C-1 . RECOMMENDED ADVANCE WARNING SPACING**

ROAD rrt>E DISTANCE BETWEEN SIGNS**

ROAD rrt>E A B C

URBAN - 25 UPH OR LESS*** 100 FEET 100 FEET 100 FEET URBAN - MORE THAN 25 MPH TO 40 MPH»" 250 FEET 250 FEET 250 FEET

URBAN - MORE THAN 40 MPH" ' 350 FEET 350 FEET 350 FEET RURAL 500 FEET 500 FEET 500 FEET EXPRESSWAY / FREEWAY 1.000 FEET 1.500 FEET 2.640 FEET

THE COLUMN A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE RRST SIGN. THE COLUMN 8 DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE COLUMN C DIMENSION IS THE DISTANCE BETTWEEN THE SECOND ANO THIRD SIGNS. (THE "FIRST SIGN" IS THE SIGN IN A THREE-SIGN SERIES THAT IS aOSEST TO THE TTC ZONE. THE "THIRD SIGN" IS THE SIGN THAT IS FURTHEST UPSTREAM FROM THE TIC ZONE). POSTED SPEED UMIT. OFF-PEAK 85TH PERCENTILE SPEED PRIOR TO WORK STARTING. OR OTHER ANTICIPATED OPERATING SPEED IN MPH.

TABLE 6 C - 3 ( C A ) . TAPER LENGTH CRITERIA FOR TEMPORARY TRAFFIC CONTROL ZONES

(FOR 12 FEET OFFSET WIDTH)

SPEED* S

(MPH)

MINIMUM TAPER LENGTH" FOR 1M0TH Of OFFSET 12 FEET (W) SPEED*

S (MPH)

MERGING L

(fEET)

SHIFTING L/2

(FEET)

SHOULDER L/3

(FEET)

DOWJ STREAM

(FEET)'"

20 BO 40 27 50 25 125 63 42 50 30 180 90 60 50 35 245 123 82 50 40 2 0 160 107 50 45 540 270 180 50 50 600 300 200 50 55 660 330 220 50 60 720 360 240 50 65 780 390 260 50 70 840 420 280 50 75 900 450 300 50

POSTED SPEED UMIT. OfF-PEAK 85TH PERCENTILE SPEED PRIOR TO WORK STARTING. OR THE ANTIOPATED OPERATING SPEED IN MPH. FOR OTHER OFFSETS USE THE FOU.OVWNC MERQNC TAPER LENGTH FORMULA FOR L FOR SPEEDS OF 40 MPH OR LESS. L-WS'/SO FOR SPEEDS OF 45 MPH OR MORE. L-WS

WHERE: L - TAPER LENGTH IN FEET W - MOTH OF OFFSET IN FEET S - POSTED SPEED UMIT. OfF-PEAK 85TH PERCENTILE SPEED PRIOR TO WORK STARTING. OR THE ANTICIPATED OPERATING SPEED IN MPH.

MAXIMUM DOWNSTREAM TAPER LENGTH IS 100 FEET. SEE SECTION 6C.08 OF THE CALIFORNIA MUTCO 2014.

TABLE 6C-101(CA). STOPPING SIGHT DISTANCE AS A FUNCTION OF SPEED ON DOWNGRADES

(USED AS SUGGESTED LONGITUDINAL BUFFER SPACE LENGTH OR LOCATION FOR FLAGGER STATION)

SPEED (MPH)

% DOWNGRADE (BUFFER SPACE) SPEED (MPH) - 3 X

(FEET) - 6 X

(FEET) -95t

(FEET) 20 116 120 126 25 158 165 173 30 205 215 227 35 257 271 287 40 315 333 354 45 378 400 427 50 446 474 507 55 520 553 593 60 598 638 686 65 682 728 785 70 771 825 891 75 866 927 1003

* EXHIBIT 3-2. A POUCY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS. AASHTO. 2001. p. 115.

ALL TABLES. DATA. AND NOTES ABOVE ARE REFERENCED FROM CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2014.

SIGNS

/ \ X \ warn

V'' r

a2(CA) CH(CA) C2J(CA)

I t 4 - i a H4-10R

C27(CA) C»(CA) CJOCBW) CM«<CA)

B i @ S

» - 1 0 R»-11(LT) R9-I1(RT) (»-11A(Ll) R9-I1A<RT)

1*0 CLOSED

W11-1 l l W16-1P WI2-1

•20-S(RT) «20-SA(LT) I20-M(RT) •20-7A W20-7B W21-1A W l - S Wl-SB

LEGEND SYMBOL

< ^ PAINTED ARROWS ON PAVEMENT

DIRECTION OF TRAFFIC

TRAFFIC SIGNAL UGHT

FLASHING ARROW BOARD SIGN

TRAFFIC CONTROL SIGN

CONE

3 K-RAIL (CONCRETE BARRIER)

aAGGER

FLAG TREE

TYPE 1 BARRICADE

TYPE 2 BARRICADE

TYPE 3 BARRICADE

0V«#JERA)EVEL0P£R

CC CROWN CASTLE

200 SPECTRUM CENTER DR STE 1800 IRVINE, CA 92618

www aowncastle com

PREPARED BY:

V SUPDESlCiN

GROUP, LLC 722 GENFVIfVE ST. SUlU I

SOlAMA BEACH. CA »2075 Mww lupdes grlic com

C A U 811 OR

1 - 8 0 0 - 2 2 7 - 2 6 0 0

AT LEAST

(2) DAYS PRIOR TO

BEGINNING ANY DlCONG

USA TICKET NO.

DRAWN BY: CHECKED BY-

AC MK

APPROVED BY: DATE

KrU ION .

06/08/17

COUNTY OF SAN DIEGO DEPARTMENT OF PUBLIC WORKS

1025 1/3 PEPPER DR EL CAJON. CA

(32.82198*,-116.94657*)

SHEET TITLE:

TRAFFIC CONTROL COVER SHEET SHEET NO.

T C - 0

CROWN CASTLE NG WEST LLC CROWN CASTLE PROJECT NO. 423359

1$:

SD06899A-TSD-ECJ02 OWNERAlEVELOPER:

CC CROWN CASTLE

200 SPECTRUM CENTER DR. STE 1800

IRVINE. CA 92618

www aowncastle com

PREPARED BY:

V SUPDESIGN

G R O U P , L L C

'22 GENEVIEVE SI. SUHE I SOIANA BEACH CA 920;s

wMw iuodeMgnlc com

ALL 811 OR

1 - 8 0 0 - 2 2 7 - 2 6 0 0

AT LEAST

(2) DAYS PRIOR TO

BEGINNING ANY DIGGING

USA TICKET NO

SCALE: r = 5 0 '

DRAIWJ BY CHECKED BY APPROVED BY:

AC SY

Rl v r . h ' i i ' ,

06/08/1 7

COUNTY OF SAN DiEGO DEPARTMENT OF PUBLIC WORKS

1025 1/3 PEPPER DR EL CAJON, CA

(32.82198*,-116.94657*)

SHEET HUE:

TRAFFIC CONTROL PLAN

T C - 0 2