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7687 INDEX OF SHEETS SHEET N° COUNTY O F SAN DIEGO, CAL I FOR N IA a I V E R S I a L ° n N, Y Rai ii FaI Ih I °°F Palomar f I TITLE SHEET D E n a A R T M E N T O F T R A N S P 0 R T A T 1 0 N "` erep "' °" - ".cl 79I , 2 PLAN Bon SaII 5; i Ainoon Marnet Springs 5 r ,T6 �B °rreg° solings 3 ILLUMINATED SIGN s,ll Lals Be � - Bc eanzlne � V�s[a Valley Centel — \ 78' San MeSn Q GI IIt(IP Yaq °I CaISI! zd Marcos Mell ;78) ESCONBIBO q may, San[a Ysabel Leuca a an Pasqual V Killian Sclssnls Clossllp, Each° tas 01iven I II ain Banner PLAN FOR L r Il Yt SAN Bam DIEGO COUNTY S c l 11 Beach Rancho Santa Fe f Bel Mar Poway Agua Cal len to �, B7"1 is So f I hQ CONSTRUCTIO OF a p� X0 7 Santee Laeeslae ue =cansn Mount STATE OF CALIFORNIA L°IIa G°atay Lag°na (B 5 ' 151 Alpine . Valley STANDARD PLANS Beaclr Ca un pline _ La Mesa g Ocean Beach 'Spl nl V11y La e UJ Mission Beach 'B EI 6 (MARCH 1977) sAM Ba , mar lannil ;, signal and Safety Li Sy s t em °°'° BI Nat Bon levartl Gro Traffic Si 9 y g g y tem National Cl ty s91 Oulnrrz ES IA ES -6D Chula Vista lacmmna ES— IB ES Potrero Cacipc I mpel lal Beach Tecate —6P I san rsldro w r , , ( ° ES -2A ES -6Q at the Intersection of ES -2C ES 6R PROJECT LOCATION ES -3A ES -8 OLD HIGHWAY 101 & LA C AVE. ES -313 ES -9A W� LL ES -3C ES -913 Z 2 Z In the Vicinity Of LEUCADIA Y 0. y Q a Cn = ¢ ES— 4A ES -13 ; D UB ES -4B ES -30 Y E S - 4C ES -326 'TO ?EA CH STATE E PARK Es - 5A IL E h U C A D= I A \� ; ES-5B 'COOP /; ST. O s E S-5C OLD HIGHWAY 101 ry �� // ES Q VULCAN - 6A AVE. 70 n a EUC ALY TUS m < 4VE �_� � . AVE . �- WILS7 - " NE /� pt HYGEIA AV � v<< qE5• ��' �� `1m �Ilp 1 r_ P v, „MYIy� � m ,qN ao SMF \,\\ o0 04q f. EOLUS rr'x oT �� A IA P P Q A i E <� O y O R A Q7 ____ --- J 16 0 V161 {,o RAEUS ST. _..= 1 70 - 1Too •� L / r o _- _ -._ _- I I�lO , CI) GENERAL NOTES: ; I ylCfllJF(I ',LJ "ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES \ NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS �Q OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN Vicinity Map THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE." SCALE: I ° =800 BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTACTING EACH OF THE FOLLOWING LISTED UTILITY COMPANIES: GAS & ELECTRIC: S. D. G. & E. 235 -6323 TELEPHONE: PAC. TEL. CO. LOCATING SERVICE 298 -0595 L JE FFERIES, PHILLIPS i ASSO W A T E R SAN DIEGUITO WATER DIST 753 -1145 �r clw W 753 0155 L ENOINEERINO • SURVEYING *PLANNING S E E R LEUCADIA COUNTY WATER DIST. •262 UNIVERSITY AVENUE (714) 464 -0644 LA MESA, CALIFORNIA 92041 FN FROG. OM. DYNE DEPARTMENT OF TRANSPORTATION ' M.C.F. /Ze257 L Y•'c. -4../. �C�' y "L r 8 - 3/ 7 OFFICE OF THE COUNTY ENGINEER DATE _ / RECOMMENDED BY: /� vL�l V/ rl- REVISIONS BY APPROVED DATE C , / /� DATE 9—i��� COORDINATE INDEX TRAFFIC SIGNAL 6 SAFETY LIGHTING SCALE: HOR. I = 800 VERT. — � COMMUNITY SERVICES AGENCY APPROVED BV: -- -- __33 N. 16 E. SYSTEM AT INTERSECTION OLD HIGHWAY W, O. � UJ0264 ._ R. S. 1796 County of San Diego, 5555 Overland Ave., San Diego, CA., 92123 DATE CONST. COMPL. 5 -7- �� 101 8r LA COSTA AVE. LEUCADIA FILE NO. SA630.00001 1C1�1 ,r � �' S 5 J' _ CO TV ENGINEER R.C.E. 10358 AS BUILT REV. �� x.9"7.9 TITLE SHEET TR -143 HPS 1 - K5 Q5 T1319 —C6 SHEET I OF 3 SHEETS – POLE SCHEDULE I CONDUCTOR SCHEDULE PHASE DIAGRAM HP.SOD VAP. SIGNAL MOUNTING PED. PUSH BOTTON ILLUMINATED SIGN AWG P CONDUIT RUN & SIZE PHASE H 2" 2" 2" 2" 2" 1 +2 2 3 POLE TYPE HEIGHT MA. -- -- MESSAGE CIRCUIT MA WATTS STD MA PED PHASE SIDE OF POLE SIZE A OA i -A 10 TV -2 -T SP -2 -T 2 &3 E &S E :HEAD 1 VEHICLE SIG 3 3 3 1 R R PED P.B. POST 3 N " 2 if of 3 3 3 3 3 - - - -- - - -- - - -- ._ - - -- - 2 R G R " " 3 (D 26A -4 -80 35' 45' 12' 400 SV -2 -T MAS SP -1 -T 3 N LA COSTA AV (2 FACE h': 3 3 u R R G -- -- -- - 1 &2 II If 3 3 3 1 +2 G G R _.. - -- 18 -2 -80 17' 25' MAS SP -1 -T 3 N OLD HWY 101 ( I FACE):: I 2 PEDESTRIAN SIGS 2 2 2 2 2 414 .I �� 3 2 2 2 2 2 NOTES �E PED P.B. POST 3 S 2 PEDESTRIAN P.B. 1 1 1 1 1 3 10 it ALL ELECTRICAL WORK SHALL CONFORM TO THE 19A -3 -80 35' 25' 12' 400 SV -1 -T MAS SP -1 -T 2 &3 E &S LA COSTA AV(2 FACE) ** STATE OF �•ALIFORNIA DEPT. OF TRANSPORTATION I SPARES 3 1 3 3 3 3 STANDARD SPECIFICATIONS DATED JAN. 1978 AND THE STANDARD PLANS DATED MAR. 1977 AND 30 =35 10' 250 ST. NAME SIGNS 1 1 1 THE SPECIAL PROVISIONS. -A Zs H " TYPE 9 SIGNAL AHEAD BEACON W /SIGN'AND FLUORESCENT LIGHT AND PHOTOELECTRIC CONTROL (ES-9A & ES-9B) * ** O SERVICE LOCATION WILL BE GIVEN TO C- ( TOR BY THE ENGINEER. IF SERVICE RUN UN IS IS ��rr1l P.B. NEUTRAL 1 1 1 1 1 LONGER T.TAN SHOWN ADDITIONAL MATERIAL AND " TOTALS 17 17 23 16 16 �.AP ^R Wldr BE PAID FOR AS EXTRA WORK. TYPE 9 SIGNAL AHEAD BEACON W /SIGN AND FLUORESCENT LIGHT AND PHOTO- ELECTRIC CONTROL (ES -9A & ES- 9B)���'`- � fi ;` i u BULL BOXES SHALL BE #S UNLESS OTHERWISE w k �• � a LL Q O K COUNTY FURNISHED CONTROLLER IN "P" CABINET AND ALL STANDARDS, WITH MAST ARMS, PICKED UP BY CONTRACTOR AT h COUNTY ENCINITAS ROAD MAINTENANCE STATION, 1450 SHIELDS AV., ENCINITAS (436- 3536). CONNECT FIELD WIRES (D _NTERNALLY ILLUMINATED STREET NAME SIGNS AS DIRECTED BY THE ENGINEER. `� #10 STREET LIGHTS' 2 2 2 2' 2 ARE TYPE A AS SHOWN ON THE PLANS. FLASHING BEACONS 2 2 2 \ J STRIPING IS NOT A PART OF THIS CONTRACT. 1 1 -1 SIG. NEUTRAL 1 1 S �UM'INAIRES SHALL HAVE INTEGRAL BALLAST 6" "D" LETTERS, TYPE A 1 TOTALS 3 5 5 3 5 av� TYPE TV PHOTO CONTROLS. GLARE SHIELDS © "JT REQUIRED. m * TEC- 1 1 1 S IGN "E" LETTERS TYPE A DE t.`R S.T.GNA1 INDICATIONS SHALL BE 12" AND �;i;�: SIGN FURNISHED ' BY COUNTY. CA �E 2 t 2 2 2 F 9AC? PLATES,I HEAD AT A HAS RED �I �- S —� 3 1 1 L. 0W ',0'JVERED 01 HEAD AT�C IS VISIBILITY. W Q ., ! TOT A'-c 3 3 1 3 (D: " ME 2ED SERVICE 120 J S GYAL BREAKER z r 240 < v �+ �- -V' SIGN LIGL7m NG BREAKER, ALL CONFORMING i Y � Z f•�v � � �� r � BREAKER J CL LU i o - 4i t _ ":ILA .TY RULE _ v D ''u• W Q p O EXis - R/W Ex�sr R /wt wr a a s 1 y , tia 'wd M . E p' 1 EWER a ,v. o- r 500 TO r .N OP ST L/AfE L -g — 20 _ �� , •� , /OFT. L^ _ , , � ; tirt, w� „C ; 2jp z /4s 'To STO"c"I lNE y- . K TC. O gig G G� IN a , z A.C. BER �k p, , 5.5 SEE NOTE® 5.5' 72' STREET 1-161-17,4ND �.. WOOD POLE. SEE NOTE JEFFERIES PHILLIPS t ASSOC. CIVIL ENGINEERING* SURVEYING PLANNING PB 8262 UNIVERSITY AVENUE (716) 466 -0666 LA MESA, CALIFORNIA 92041 / y /�® CA ME rye DEPARTMENT OF TRANSPORTATION R C El. FNGR �LO.1 r Z— �• . �`% % , ' 8 - 31 -7, RECOMMENDED BY: G w 2 -78 BV A"ROVE COORDINATE INDEX TRAFFIC SIGNAL 8 1 SAETY LIGHTING DATE 9– REVISIONS D DATE F _ SCALE: HOR. I =20 VERT. — OFFICE OF THE COUNTY ENGINEER Y DATE 9, 335 N. 1676 E. SYSTEM AT INTERSECTION OLD HIGHWAY W.O.N UJ0264 R COMMUNITY SERVICES AGENCY APPROVED BY: CONTT. COMPL. 5-7-79 IO a LA COSTA AVE. LEUCADIA FILE NO. SA630.00001 County of San Diego, 5555 Overland Ave., San Diego, CA., 92123 DATE COUNTY ENGINEER R.C.E. 10358 AS BUILT REV. �/–�9 "79 PLAN TR -143 HPSIK5 -Q5 TB19 -C6 SHEET 2 OF 3 SHEETS — - 7803 -6.2 r,y•.•, A 1 I I _6 " -6' SIGN •9 !2'— — 1 17 I ,2' -0 " 8' SIGN I 1 I 1 o I ' IT 1 - - - - - -- �--- A 2 6 1 D 2 = 13 5 4 15 3 0 II C, NOTES - -� -- I azo J ID - LOWER MOUNTING ASSEMBLY, WITH GASKET. as B -UPPER MOUNTING ASSEMBLY. a tavava ava ar \v /avarvriv ( 21 M- ROD, 1/2 -INCH, STAINLESS OR PLATED STEEL. 18 22V2 MAX. 19 IB ®- LOCKING PIN, STEEL. -,{ - -- - - - - - - - - - - - - - - - - - - y - l� - l 1 '� 21 / ❑5 -FLAT WASHER, STAINLESS STEEL. D L1 �� 1 ' T ` - ©- BUSHING, BRONZE. -FULL LENGTH 12 VIEW D -D 1 2 15 O � -BOLT, 1/4 -INCH STAINLESS STEEL. 8 WITH SELF - LOCKING NUT. LU 0 EE 11 A ' SIGN ' SIG C ®-BOLT, 1/2 -INCH, STAINLESS STEEL, WITH. V8 TO V4 14 A 15 5'-2" Be 1 6'-2' THREE NUTS, AND COTTER KEY. - LENGTH VARIABLE. II SECTION A —A 18 5' - 3 " 6 Il I' -4" TYPE A SIGN , 1, , 11 1 „ a - BRACKET, 1/4 -INCH X 1 -1/2 -INCH MINIMUM. SIGNAL MAST ARM 20 5 — 3 6 - 3 1 - 4 - LENGTH VARIABLE. ' — " ' 25 9 I S— 6 " } I�— BRACKET, 2 -PIECE AD;USTABLE. m 30 9 "I0'-6' 6'—O -1/4 -INCH X 1 -1 " /2 -INCH MINIMUM. 1'P1,1 0 'A 9 11 1 N -TWO 1/2 -INCH HEX HEAD BOLTS WITH NUTS AND 9 35 10 —6 11 —6 7 —0 LOCKWASHERS. I 40 12'-6'13 10 8 Ell -CLAMP, 2- PIECE, SHAPED TO FIT MASTARM. _ 1 ' I 45 12'-6' 13 9'—O" -1/4 -INCH X 1 -1/2 -INCH MINIMUM. 0 1 a 2 I ' -TWO 1/2 -INCH HEX HEAD BOLTS WITH NUTS AND 0- W = Z� _ 6 LOCKWASHERS. o o S IGN PLACEMENT 9 -MOUNTING BOLT, 1/4 -INCH MINIMUM, WITH NUT AND LOCKWASHER, OR SELFLOCKING NUT AND _ -- - -- COTTER KEY. ® 11 13 - CONTINUOUS HINGE. o fYllaYr�llM1� I aaaa. /+ \•� 2 INC RI-THUMB SCREW, 1/4 -20. - MINIMUM TWO PER SIDE ON 48 -INCH CENTERS. 10 E r 7 910 22 15 - REFLECTOR, 0.040 -INCH MINIMUM THICKNESS. 12 1 I 12 5 I6 -ALUMINUM STIFFENER. VIEW E - E -- - 17 - FLUORESCENT BALLAST, F72T12/F96T12. 1 18 -LAMP, T12 /C00L WHITE. ji1i111'I' 2 I®- LAMPHOLDER. 1 ®- LAMPHOLDER TURRET. 1 SIGN PANEL, 15 -INCH MINIMUM HEIGHT. 5/ POLYCARBONATE. ONE.050 NATURAL ALUM- INUM ON I FACE SIGN. ® -CORD, 16/3 TYPE SJT. "mb Assam- -CONTINUOUS FROM SIGN TERMINAL BLDCK TO SIGNAL HEAD MOUNTING TERMINAL COMPARTMENT. SIGN MOUNTING -FORM A ONE -FOOT DRIP LOOP BETWEEN SIGN 10 19 AND MASTARM. ®- CORD CONNECTOR. -90 ANGLE AT SIGN. LOCATE IN UPPER 1/3 OF SIGN. - STRAIGHT AT MASTARM. 6 6 9 - DRILL AND TAP BOTTOM OF MASTARM. 10 ®- ADJUST FIXTURE LEVEL AND NO LOWER THAN CENTER OF SIGNAL 6 ARM CONNECTION. F- APPROXIMATE CLEARANCE, i -INCH. Li rrqn i�i�rrlUf ILNiLU , - I2 F 12 JEFFERI PHILLIPS i ASSOC. VIEW F —F CIVIL ENGINEERING • SURVEYINO • ILANNLMO 0262 UNIVERSITY AVENUE (7 11) 464-4444 L MOUNTING ASSEMBLY OPTIONS A MESA. CALIFORNIA 92011 ►�Ol ENGR D r — - /6 DEPARTMENT 0 F TRANSPORTATION RECOMMENDED BY: �(/ DATE x '1'78 REVISIONS BY APPROVED DATE COORDINATE INDEX TRAFFIC SIGNAL a SAFETY LIGHTING SCALE: HOR. — VERT. — OFFICE OF THE COUNTY ENGINEER DATE 9• / 76 1 - 335 N. F H676 E. SYSTEM AT INTERSECTION 'OLD HIGHWAY W.O. N UJ0264 R.S. 1796 COMMUNITY SERVICES AGENCY APPROVED BY: � CONST. COMPL. ;J - 7 - 79 101 a LA COSTA AVE LEUCADIA FILE NO. SA630.00001 County of San Diego, 5555 Overland Ave., San Diego, CA., 92123 1' IRi R.C.E. DATE � - S- 7 p COUNT E INEER R 10358 AS BUILT REV. ILLUMINATED SIGN TR -143 HPSIK5 -Q5 T819-C6 SHEET —3 OF 3 SHEETS 7803 -6.2 OUT %]