7803 'PERFECT"PROFILE
PLATE A
RODNEY STOKES CO . _.
' c
GENERAL NOTES LOCATION MAP �� AMARGOSA DRIVE DETECTOR ASSIGNMENTS WORK TO BE DONE
4 DETEC . FIELD TERMINAL
I. PULLBOXES SHALL BE N0. 5 UNLESS SHOWN OTHERWISE. ae �04 NO PHASE SLOT CONNECTIONS
2. LOOP DETECTORS SHALL BE TYPE B WITH SPACING AS SHOWN UNLESS INDICATED "OTHERWISE. ¢` I. INSTALL TRAFFIC SIGNALS,
STREET LIGHTS AND ASSOCIATED EQUIPMENT AS SHOWN
3• ADVANCEPOST MOUNTED SIGNS AND MAST ARM SIGNS TO BE INSTALLED BY CONTRACTOR. 04 p 6' 1 2 I 2 U T2 - 5 8 6 AND
CALLED OUT ON THESE PLANS,
N. S w
4. STANDARDS SHALL BE LOCATED 2'-6° 2 2 12 L 72 - 7 9 8 2• SANDBLAST OBSOLETE STRIPING.BACK OF CURB
FACE. AND 3'CLEAR OF SIDEWALK RAMPS. G� �� ;>
5. FLASHING OPERATION SHALL BE RED ON ALL PHASES, SITE 0P r. • -5 3 5 J I U T3 - 1 S 2
6. INSTALL FOUNDATION, TYPE 332 CABINET AND CONTROLLER. INSTALL TYPE II I SERVICE WITH ¢ At I -?' 4 4 Y 6 U T4 - 9
a 10 SPECIFICATIONS J
I-P, 50 AMP CKT. BKR. FOR METERED TRAFFIC SIGNALS AND I-P, 30 AMP CKT. BKR. FOR METERED a OLIVE HAIN 4 P'*' 14' 24' '5
4 16 L T4 - 11 6 12 CO a 6 6 J 2 U T3 - 5 8 6 CALIFORNIA STANDARD PLANS DATED JULY
1984.
ST. LIGHTS. 9y 00 '
7. CONTRACTOR TO VERIFY SERVICE LOCATION AND REQUIREMENTS WITH S.D.G. aE . C oy N se 3 7 6 J 2 L T3
- 7 Q 9 CALIFORNIA STANDARD SPECIFICATIONS DATED JULY 1984.
z o ° 8 1 2 1 U T2 I S 2
® REMOVE-EXISTING ST. LIGHT AND DELIVER TO CITY OF CARLSBAD AFTER SIGNAL IS ENERGIZED. E 9 8 J 6 U T5'- 9 & 10
TRAFFIC SIGNAL CONTROL LOCAL INTERSECTION 176 PROM PROGRAM.
9. ENDS OF CONDUITS IN PULLBOXES AND CONTROLLER CABINET SHALL BE SEALED WITH AN U 10 8 J 6 L T5 - 11 a 12
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1985 EDITION,
APPROVED TYPE OF SEALING COMPOUND AFTER CONDUCTORS HAVE BEEN INSTALLED, y .l ` ,1 II 2 I3 U T2 - 9 8 10 DETEC
FIELD TERMINAL
PHASE SLOT
10. SHOP SUBMITTAL MUST BE APPROVED BY COUNTY ENGINEER SHOWING DESIGN CALCULATIONS 13Y m 3 a 12 6 J 3 U T3 - 9 8
10 NO CONNECTIONS
A REGISTERED STRUCTURAL ENGINEE-R FOR CASE 4 LOADING REQUIREMENTS AT WIND VELOCITY OD + .0 PPB 2 I12U T8 - 4 8 COM 6
E.V.P.E I-I-.6 J12 L T9 - 5 & COME
I " s PPB 4 112 T8 - 5 8, COM 6 E.V.P.E 2# °5 J12 U T9 - 4 & COM6
OF 70 MPH. '—' o { I/2 C,20LC w
11. SANDBLASTING OF ALL OBSOLETE STRIPING AND MARKING SHALL BE DONE BY CONTRACTOR. NO SCALE _ 4 g [L O _ PPB 6 I
13 U T8 - 7 8 COM 9
> E.V. 4 J13 U T9 - 781 COME
_ 1 w B 8 I 13 L T8 - 8 a COM 9
12. TYPE IIL SERVICE TO BE WITHIN 15 OF SERVICE POINT. 15' - m E.V.P. E 8 J 13 L T9 - 8 & COM9
13. INSTALL E.V.P.E. SIGNAL HEAD MOUNT DETECTOR ASSEMBLY PER DETAIL. 500'
t
OLIVENHAIN ROAD O 4 5 i 2"C, IDL
1 /z C, 2 DLC .---=---- it/z'C, 1DLC� � �\
TYPE D R34
I
6P (6'x6' ) 3 a 3
8 =a 6 in 5 g�W41
BIKE LANE —=m _ - qP 8 8 I8P TYPE
a 8 3 5 TO (3'x 6'� ROCK SAW TRENCH -
t_
12" DEEP IN CONCRETE `
IMIT LINE - 7
107 _,.
tv 13 .V.P.E01+6 6 " 2
G G G 3'1 G G G
d 28 21 i I I 255' TO L MIT 365' TO LIMIT
21 - ti 22 23 TYPE, D 8 8 24 8 8 01 25 00 c_ LINE 26 LINE
365 0 LIMI 255 TO LIMIT e ti 05 3 3 3 3 TYPED -
LINE T - w T
W T W
21 28'
2 N N w
02 Y 1 -
N VARIES
N 56` 50' TO 2 13 E.V.PE 02 -I 5 43'-46'
77 f 2 — TYPE Q
(3' x 6') LIMIT Ll E El
O1 a' in BIKE LANE 2
rA 3 4 8P SEE NOTE 6 BIKE LANE -
4 rn
4 El
f0' 1 4P X FORMER
W41 F 3 _ 3 _ _ — _ 3 1 VARIES /0'.01 I3'
TY E D
RIM (6' 6' ) m 2)1
1 '/2'C, IDL 11/2"C, 2 DLC 2nC, 4DLC f MP SEE NOTE12
� 2Pw I O 9 O 2"C,2#6,2#10 EXIST. S.D.G. & E. EXIST. ELEC. VAULT
I a �J > — 6 I 4 24"DEEP 2"C,PER S.D.G.a
500' I ,W°- 20' REQUIREMENTS EXIST TEL.
L_ _ 10 9
— - - —� -EXIST WATERMETER
11/2'C, 2 DLC CONDUCTOR SCHEDULE
3"C 3"C 21/2C 2-21/2
04 3 AWG PHASE CIRCUIT Q
# 14 f VEHICLE HEAD 3 3 3 6
P O L E S C H E D U L E REFLECTORIZED S 10 2 3
TRAFFIC SIGNALS PEDESTRIAN SIGNALS LIGHTING NAME SIGN PER 4 3 6
COUNTY SPECS.
LOC. TYPE PUSHBUTTON DETAILR61M 5 3 3 PHASE DIAGRAM
MOUNTING INDICATIONS M. A. PHASE MOUNTING LUMINAIRE M.A. (CAMEO OR EQUAL) ro
TYPE 0 QUAD a 46' j 6 3 3 3
3-12(RAYA GA 180 W. L.P. SODLUM AMARGOSA DR 7 ;.. ..
8 3 3 3
MAS 3-12(R Y G ) 2 S " I " ` 2 PIED SIGNALS 2 4 I 2 3 4
SPECIAL ' B VAPOR CUTOFF 6 U.C., 4 /2 L.C.
AO26-4 -70 - R 50' 2 8. 8 SP- 2 -T WITH 15' 4 2 2 2 4
SEE NOTE I SV- 2 -TB 3-12 (R,Y,G ) SIGN (6 x 18 ) 1 10 6 2 2 2 * I
3-12'(R,Y,G ) 8 W 111' ' 8 ? 2 —� UNUSED V1
6 2 PED PUSH-BUTTON 1 2 - - - -.
f OLIVENHAIN RD 4 1 1 1 2 m
MAS 3-12"(R,Y,G ) 2 N � 5 6 7 8
aB 17-2 -70 20' 2 4 SP-2-T 15' 6°U•C,41/2'L.0 I 6 I I I — 1
3-12ARA,YA,GA) 4 W (6'x IS" ) 8 I I
SV-2-TB 3-12"(R,Y,G ) } COMMON 6 1 1 I I
UNUSED
3-12 RA YA,GA) AMARGOSA DR AMAR�OSA 08 SPARES 9 3 3 3 6 ]SCALE : I" = 201
MAS 3-12 RY G 4 JE 6"U.C,41/2' L.C. D�'V TOTAL 16 26 20 51
3-12(R Y G)O 26-4 -70 45' 4 8 6 SP-2-T 15' (6' x IS") SIGNAL COMMON I 1 1 2 AWG PHASE
CIRCUIT 3-12°(RYG ) 6 #10 ST. LIGHTS 2 2 2 2 I
SV- 2 -TB 3-12°(R,Y,G DETECTOR TOTAL 3 3 3 4 I+ 6 E.V.P.E. CABLE I I I
i" PVC NIPPLE ,
D. L. C. 1 1 2+5
MAS 3 12°( R Y G ) 6 W SAME AS LOC.OB
19-2 -70 30' 6 B 8 SP-2- T 15' LENGTH AS REO'D 4 3 2 2 2 4 I I
SV-2-TB 3-12 (RA,YA,GA) 8 E 11/2- TO I" REDUCER 8 I I
3-12"(R ,Y,c ) 5 1 1
AS BU/LT /NFORM4T/ON SUPPL/ED 6 3 3
CONTROLLER SCHEDULE . TYPE 170 CONTROLLER ASSEMBLY IN MODEL 332 CABINET WIRED FOR 8 PHASE CAPABILITY AND INCLUDING 6-Z6'89` BYCOUNTYOFSAN 8 2
RICK ENGINEERING COMPANY
THE NECESSARY ACCESSORIES TO PROVIDE THE PHASING AND ALL FUNCTIONS INDICATED ON THESE PLANS.PROVIDE 176 PROM MODULE. TOTAL 4 6 2 12
PLANNERS ARCHITECTS • CIVIL ENGINEERS • LAND SURVEYORS
D/EGO CONSTRUCT/ON INSPECT/ON. 6720, BELDEN OR APPROVED EQUAL 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110•tELEpHONE
(714) 291-0707
u u. PRIVATE CONTRACT
NOTE' PEDESTRIAN SIGNALS SHALL BE TYPE G DISPLAYING INTERNATIONAL SYMBOLS PER ES-3191 OF THE CALIF. STD. PLANS WITH vti '
{ " " F
POLYCARBONATE EGGCRATE TYPE SCREENS. VEHICLE HEADS SHALL. BE MADE FROM A STRUCTURAL PLASTIC. REFLECTORS SHALL � BASE PREPARED
BY SHEET COUNTY OF SAN DIEGO
BE MADE OF SILVERED GLASS OR ALUMINUM WITH ANODLC COATING. AND SHALL CONFORM TO THE PROVISIONS IN ASNI PROVIS- BACKPLATE "AS BUILT" RICK
ENGINEERING COMPANY IJ - DEPARTMENT OF PUBLIC WORKS sl s
�� N, M R S. RANCHO SANTE FE 0 SUITE 100
ION o-l0-1 . E . V. P. E . DETECTOR SAN MARCOS, CALIFORNIA 92069 744-4800 PLANS FOR THE IMPROVEMENT OF
.. NOTE:
CONDUIT AND CONTROLLER LOCATION DRAFTED BY ASSEMBLY ROBERT A. STOCKTON R.C.E. 33591 COUNTY OF SAN DIEGO
URBAN SYSTEMS BASED ON FIELD INFORMATION PROVIDED
BY CONTRACTOR. CONDUCTOR SCHEDULE REVISED TO - TRACT NO. 4579
COMPLY WITH FIELD DATA P + i�1f� <�YCONTRACTOR. CALIFORNIA COORDINAT=E INDEX : 526 -1689
0,I \.,, SIGNAL DESIQ D BY: COUNTY APPROVED CHANGES
'., URBAN SYSTEMS ASSOCIATES, INC, No. Description A BENCH MARK
Approved By Date �. Recommended for Approval Approv ./B4OW�9�
f 4 4540• KEARNY VILLA ROAD, SUITE 106 tl Description: 2 BRASS DISC- S.D. COUNTY ROAD SURVEY l�
L �
L1.=1 )="si'a � r. Is N DIEGO, CA 92123 # (619) 560-4911 A5 BUILT• (QQW T-Wr 1800-1 �� -�"
Q FL - R C E. #15964 - T.E. #930 Location: STA,81+72.62 INTERSECTION OF EL CAMIN ubdivisionEngineer
DIRECTO OFPUBLIC WORKS
AUG „ 198 ``, x, � r 9 { j SCPRMIDED BY: RICK ENGINEERING REAL & OLIVENHAIN ROAD Engineer of
work Checked by T.M.
R
Record From: S.D. COUNTY CONTROL LEVELS
Ar11? OP''._ `a ;, � f^ Approval date /� �Q
,. i-- DATE
Elev: 79.716 Datum: U.S.G.S. p — 45 . `. —r
�� USA 002386S
OF FILE N0.
CAL\F
TES - 0z19N R 1
PROJECT NO.89_0•