› uploads › 1 › 9 › 6 › 9 › 19693555 › pds2017... · crown castle project no. 423359...
Post on 25-Feb-2020
4 Views
Preview:
TRANSCRIPT
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- ®
ElNene
Pegeen P/
3 V.
? 8.
P'.ay* Oal Su E s^adley Ave
TS0-ECJ02
Gd'U SJ :>p(tiSS Ln
Peppt'i Dr
y Manor Or
AAobe I n
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
top related