304 GENERAL NOTES:
WORK TO BE DONE:
1. A PERMIT SHALL BE OBTAINED FROM THE COUNTY DEPARTMENT OF
TRANSPORTATION FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. IMPROVEMENTS CONSIST H FOLLOWING WORK TO BE
DONE ACCORDING TO THESE PLANS; THE CURRENT SAN DIEGO �
2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH SAN DIEGO COUNTY ENGINEER DEPARTMENT STANDARD SPECIFICATIONS
COUNTY STANDARDSAND ASAPPROVED BY THEMATERIALS LABORATORY. 51 51• AND SPECIAL PROVISIONS FOR IMPROVEMENT
SUBDIVISION
STREETS AND STANDARD REFERENCE DRAWINGS. S.
3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE 10' Al' /0
APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. 7' /.g' V / TEM S TO OW6, LE6E/VD
4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHTOF -WAY SHALL BE .
3"5
CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, 3,5 . �EX /ST,� �.4AD /NG
CURB, CROSS GUTTER AND PAVING. P /SE %q FL=.P FT, ELEV'e ov4 :d FULG S7,eaC7Z- SEC7,eiV. //VC
5. THE EXISTANCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES :/ VA21 PROFILE 3 6 51047W,41 K (6
T �
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE
RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING EXISTI PA.VIU6 G ,2 / VA 7 D rF I VE EA/ 7 NcE
� 1 7
FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR
IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY
EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF 4 P.C.C. ��i h/NEEL C#41R �P�1H1PS 1V8-8
RECORD OR NOT SHOWN ON THESE PLANS. SI EWALIG}
QEMCNE EXIST i01KEf MEET
6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE Co•' TYPE G'curae EXIST. PYNVIN6 TYpE G "
CUrPB G 2
DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO ST.PEET L/GNT (Z O LUMEN) E -/, E -2
CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY PROVIDE A ST1a)CTU SECTIOW C0WT1\IIJN�IG4° (250 W. 1- /.RS.)
EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES ASPHALT CONCRETE OVER A6 "DISINTGGRATED (3414 POSTS
'C
SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS ��1I E 5A5EEO G O F NATIVE SUBGRAI"DE
IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FA
FACILITIES. TY P ICAL SECTION- EN C I NITAS BL V D. (P S.1-7 SEE TR/IfF /C .S /GN<IL /YOPK TO FEE /.�}it/� ON.SyEET
¢
7. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY
PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL NO SCALE
COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES.
NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE
"UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL
CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE SAN '
DIEGO GAS & ELECTRIC COMPANY.
TELEPHONE: 23 Z 4 Z S Z
8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR
TO STARTING WORK NEAR COMPANY FACILITIESAND SHALL COORDINATE HIS
WORK WITH COMPANY REPRESENTATIVES.
NOTICE. ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE
"UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND
APPURTENANCES CONTACT THE PACIFIC TELEPHONE COMPANY.
TELEPHONE: 298 -0595.
9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE
UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND
BEAR THE COST OF RELOCATIONS, IF NEEDED.
10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND
INSTALLATIONS ". FOR LOCATION OF CABLES AND APPUTENANCES CONTACT
T, M, C'ABLEV /S /ON TELEPHONE. 43G -2693
11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON
THE "AS BUILT " IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED
WITHIN THE DEDICATED RIGHT -OF -WAY, OR WITHIN EASEMENTS DEDICATED
TO THE COUNTY OF SAN DIEGO.
7
W 3
y > OC I a
�i EN CINIT�ts p
0
L6V 0¢
1 HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS
to oo d SHOWN ON THESE PLANS WITHIN EXISTING COUNTY RIGHT-OF-
WA Y WITHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION
Q T4119 PROJECT PERMIT AND TO PURSUE SUCH WORK ACTIVELY ON EVERY
NORMAL WORKING DAY UNTIL COMPLETED, IRRESPECTIVE
AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH
THIS PROJECTOR UNDER MY CONTROL.
LOCATION MAP
DEVELQPE'R
NO SCALE R.J. IZOLL
ADDRESS '1851 UN IVERSITY,t1V E• _
LA MEap,CA• DZ04(
V
ASSESSORS PARCEL 258 - O 9 O - 2Co
R
!/Y— 2090'
PRIVATE CONT 1.4'
PERMITS SHEET COUNTY OF SAN DIEGO �I
PRECISION .NUN /C/PAG EN61,AleePS� /NL'•, * , DEPARTMENT OF PU MIoR1t�S i1KETf �i
G/S 4SN S T,QEET S!/ /TE 202 REZONE PERMIT NO. EAO LOG * 80-7-21
SAN O /EGO / C,q, 92/0/ SPECIAL USE PERMIT NO. S "� - � E CIIP - M5 P-OULEV RD / rAJOIN NG
h ± +. R0r1LMED
TEL • 035 . An6 /V GRADING PERMIT NO. L- - C )-9 8 z - AND WEST OF INTERSTATE 5 SENT
u
FLOOD N
CONTROL DISTRICT SEWER AGENCY WATER AGENCY COUNTY APPROVED CHANGES BENCH MARK IV Rol Q. KVA0FNW/4 5 EC.6 5., �
p �
R.4 W CA,LIFORN COUR 322 - ICo77 W 61
Contractor agrees t Assume sole and complete responsibility for job SAN DIEGO COUNTY FLOOD CONTROL DISTRICT E/A/C //V / 7T Q S SAA/ O /EG!// TO No.
Deurwuon AoyrovW by Dare ` m
site conditions during F struction of this Project including safety o a DESCRIPTION: l5.M . NO. O •C. 0009 Z'
CA,f�PEO a«.r�ra.ww ror yu+B 1 rn f ll R•J•MA3SMAIJ DIRECTOR SAN /Tf��Y Q /STR /CT WATER O /STf? /GT Q CN6. 5 /aF)0 /,- T,y,CKNE55, A01�
�j1 s z sw persons and ,xoperty; r�ggil emeM. shall apply continuously and not be lim- 57 LT M 17A6E 0( N/'S t��6 :lf�T 1 t.t
CowIC . Mo1N.)MI'e "T
tted to normal worbng'we & t4�at the Contractor shall defend, indemnify and LOCATION: E •END OF } l . Zsl fates I1JTtRSECTl01l
su wrsroN srwrNeEn Purdue F � H O
ho'd the Ow I ' ner an the er 4 finless from any and all liability, real or allrged, L �,. / - Z
V N rJ /A of v uLCkM X.\* L)C-k GUC IUIT AS P5 001 -Cly RCS . W
in connection,with the`perf3rm Y�(' "" NOrk on this Project, excepting for liability APPROV B �' APPROVED SY: APPROVED BY: k
r��w. d...r: CA.eM�N 99 RECORD FROM: S AUD IE�Cow.LW VeLt atLt7ouTQoLOLT ID C
arising from the sole negligen -e of the O::mer or the Engineer. L R,{�^r`^�LQ
UNTIE'. 3 �� DATE: DATE: ELEVATIpN: 7b.C.GO OATUM: U•$•C�aGS• P. C.
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FILE NO.
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PROFILE OF CAICIN1rAi5 84M. — CURS
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44 K � w = PAI'VATE CONTATkCT :ZE
MOTE SE TR FCC h ' -, Q A rL' \ PUFSL COUNTY OF SAN DIEGO q,
N � NOTE DEPARTMENT OF ,tC YWOV00 (MEET
SIGNAL DES�G� Q `1 !!iE \ FIECORO /N6 OF LASEMG NT /JOCUMEN7S
T.QANCE )
ON sw 4 EA/ F PLANS FQFt TyE /M PROv&AwNT
MUST B6 COMP[ E TED P/! /O!� TO S /GN /NG N t•
BL �4rAV
\ F "AS -B T S;' 0.4 E VD. AY r
CHAIR R
W A i G- . �\Mft W Is WHEEL O U Amor � , OF N. W tQf w 4 L..�...L / �� =
�S COUNTY APPROVED CHANGES BENCHMARK W
�,. / � 4
No. Deacreption ApYrovad by Date
Contraet agrees that ht: shall asume wic Raw bows; and that the Contractor shall defend, oosspiiett r. for job DESCRIPTION: 9PM.
O.C.-O /4O t3TA/V,DAA0 DICK Raa«n,wawbd Ao, a.w S
� r eAWA/44' ,t•I✓ re iVt �
, tube txwditiasr during the Comm of oonnstruetiaa d tlnr hojettI Y��•'7 ""lay of all /� Z oe - ArIPM' A LSOADDC1) ' S >3y
T / CG11CI�t TE A i5IITMEnT /Q ,. (�f/ = N
persnsns and property; that thw rq�sirtrrne.tt shah aM�iy aawtiwuousiy ats� aat Ye Liss- Mt/N /C /PAL CNG /NEG�PS, /i1K. - /NLrT 4 /8 " C. e.
P LOCATION: N E CO/?/YER R. R. f3Rl/3QE OVER YTei�✓ H CIC O
'E b1 4 uttd to normal wor Mn�nt and w a0lVltittNl ENGINEER DIRECT Row Mfg
6/S ASH SrofzET S//!TE 202 No 7C H6ET S'nr^ve Ac 5-.2 -fl EXCIN/TA45 BLr/D• 0/V COACRETE AAbUTME/VT E
W Z
MW the Owner and t sneer harmless form any and ail liability, real or age t4 2 l& AL II/V,N!"!7 C.; 2923 Y ,w,»,.r...,+:
cb bad by:
r+ fAticq jt Ml d is connection w th the performance of work ttr► tkis hojtxt. rweeptirKfielr GaWity SA O /gFdFo CA. 92/D/
RECORD FaOM: l� /E60 t:G1U/YTf� VE/IT /CAL COiyTR. /3NTA ,t'�� v� � C1�
i•tNE: arising from the sole segli�ence of the Owner or the L- ineer 704. Y35- 8/7/ ✓A? /VS 7646 ELEVATION: 77,4
DATUM: tJ� 6 BB R s w " w». 20Q00
W
FILE N0.
1
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.
G" •r5 �6 o.c VIEW PRIVATE CONTRACT
FOR TI
2" 2' �' > f�CNVN STf2EAM "fR l N ►JSI7IC*J STRUCTURE Sw r
p " Q �� SIUGLE C3d1r CULVERT COUNTY OF SAN DIEGO
it _ E 4B /O "O.0 =* O•G, p` v1 `� SCALQ 1 "$' tiIGN /C /F�qL ENG /NEE.?S, /NC, 3 DE ►ARTMENTOFPUP�LICW01111f
S HEETS
j ' B /0 'O C.
• N �' (� G/S /!SN STifCCT SV /TE 202
#ro c. V V'f. ME /MPROYEA45VT OF \
. " • - SAN 'O, CII, 9 2 /O/ q ''� /
- _ - ,� N TEL, 235 - s / 7/ ✓oB /vs 7G4G ENCIN/TA5 /°tLVO., ADJACENT TD AW. OF
�
• ' : ::. ;r o NW / OF /VW /, 5EC. /5, T. /9 5., R 4 k%, --Ia
N
#!4 s_SPACE K5 C DLINTY APPROVED CHANGES BENCH MARK rri
/6"0.C. MS�ro "O•G, 6 /G"O•C. No. Descr Agroad try Dow
m /NTE� PER5ED W/Tk -4- C;5 elt a s•:me soli ,nd romplrh ,' ponvb,litt f r iob — -- DESCRIPTION: 15M- OC -0140
1,9TAAIDARD 016K Ibaoerm" for approval Agr.rd s
snr .n' ,�n. h• •.r :,t •n:,truction ,f this Pro rr:_:u,urirnI4 safe•N of all VAR /DU.! STAT 10.1E /a�t j.,T
- *y 2c
PRECISION „ DOWAISTREAM TRANSITION -STRUCTU er,ol; •:, :r•mrnr hrllal l. r,rnhnuiushandnotbellm ( IN CONCRETE AP.�UTMEIJT
N � 1 f P RA $ LE/v4THS. ��•.,.'" " "_ >�!�" "•' of
rted try r: �rr:a ¢ ok,n �. „r� an,' t,_v thr Uontrartcr shall defend. tndemmfc and LOCATION: W.E. CORNER
R•R. BRIDGE OVER SUMIViIEIONE*GINErq DIREC Ao FGyYIDUI/lO glt�
MAY 151984 = '' c c ® ADD IMUL AA1MCiMOLFbAd-
NOV 2 21983 AVOW pa fps .c o
hol:1 0 . ! L ner ,,, 1 rh/ 1 n veer 1 ai r;,r,. II'nm ens an, all I ablht%. real n Z',4tC P. ♦ cQ1! ATE r alleged.
ENCINITA%% OLVD. ON CONC. AIDUTM E.OeNrNuNY: ENT ceaakd C G
y : _
- 3GALE: I/2" all- O" in r•,,u r. n .t,� i, -t ,n:nnc, ! ,., rL on this Pr, •,• rx,rpnn� tor Labihn EAC,NJfMf'VT IIECOIIDFIIOM
: __ COUNTY VQRTIGA1LGOtVTR.pATA /� ��
MICROFILMED MICROFILW i,
art", , ,,. ,r v. x r.,� r ,. ,,,. O..n, , : :ht k r un ,• T7. -14 : . .Ig, Fr
�, N_"L oval MM: 2090
ELEVATION: DATUM Lk*AC & G 49 Ft.
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POLE SCHEDULE NA I - -
LOCATION STANDARD LUMINAIRE VEHICLE SIGNAL TERM PEDESTRIANSIG PPB R NS . -. ' �' --
SIZE TYPE MOUNTING LOC. TYPE MOUNTING LOC. LEGEND G7ECT(DETECTOR S!SLOT �� �"D 7'�F�rNAL A`�'
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TRAFFIC SIGNAL MODIFICATION NOTES ' L
"
ALL SIGNAL WORK SHALL CONFORM TO THE PROVISIONS OF SECTION 86, PEDESTRIAN SIGNAL HEADS SHALL BE LOW WATTAGE TYPE B, OR TYPE C, WITH
6P P ACTUAL LOC.
"SIGNALS AND LIGHTING ", OF THE CALTRANS STANDARD SPECIFICATIONS POLYCARBONATE EGGCRATE TYPE. SCREENS.
(JANUARY 1981), CALTRANS STANDARD PLANS (JANUARY 1981), THIS PLAN AND WORK TO BE DONE
THE FOLLOWING NOTES. ALL EXISTING ABOVE GROUND EQUIPMENT THAT IS NOT TO BE REUSED SHALL BE
SALVAGED AND DELIVERED IN GOOD CONDITION BY THE CONTRACTOR TO DIVISION �,'� I �j' LOCATION O1 - REMOVE AND SALVAGE EXISTING
TYPE 30 STANDARD. FURNISH
TRAFFIC SIGNAL SYSTEM SHUTDOWNS SHALL BE LIMITED TO PERIODS BETWEEN III HEADQUARTERS, 1600 DESCANSO AVE., SAN MARCOS, CA., 92069, (619)
AND INSTALL 17A -2 -70 STANDARD. REUSE SIGNAL HEADS, LUMINAIRE, AND FED
THE HOURS OF 9:00 AM AND 3:00 PM. 744 -0606 R /W ��' PUSH BUTTONS. FURNISH AND INSTALL 1 -12" AND 1 -8" VEHICLE
SIGNAL HEAD
EXISTING FOUNDATIONS NOT TO BE REUSED SHALL BE ABANDONED. ALL STRIPING CHANGES SHALL BE DONE BY COUNTY FORCES. ALL STRIPING I _ 5-0
(PHASE 4). FURNISH AND INSTALL REFLECTORIZED STREET NAME SIGN USING CALTRANS STANDARD PLANS
COUNTY FURNISHED MOUNTING BRACKET, INSTALL COUNTY FURNISHED R6114
REMOVAL (SANDBLASTING) SH,AIL BE DONE BY THE CONTRACTOR. -SIGN. ES -1A ES -3D ES -6K ES -11
IN LIEU OF THE PIPE TENON BEING AT 90 DEGREES TO THE END OF THE SIGNAL ES -1B ES -5A ES -6L ES -13
ARM, AS SHOWN ON DETAIL S OF STANDARD PLAN ES -6S, THE PIPE TENON SHALL TRAFFIC CONTROL DURING SIGNAL SHUTDOWN SHALL BE PER SAN DIEGO COUNTY
LOCATI1* �2 - AND INSTALL PEDESTRIAN SIGNAL HEAD AND PUSH ES -3A ES -5B RSP -ES -6S
EXTEND FROM THE END OF THE SIGNAL ARM AND SHALL BE PARALLEL TO THE, END TRAFFIC ENGINEER. BUTTON lr - 6P). REMOVE AND
SALVAGE EXISTING PV SIGNAL HEAD. ES -3B ES -5D ES -6T r;
OF THE ARM. BUTTON
AND IN'ST L 3 -ARROW VEHICLE SIGNAL HEAD (PHASE 1). ADD PED ES - ES - ES - 12J
SEE TRAFFIC SIGNAL PLAN TR 103 FOR DETAILS OF EXISTING SYSTEM. PUSHBUTTON POST (P 4P & 6P).
MAST ARM MOUNTED REGULATORY SIGN PA14ELS WILL BE FURNISHED BY THE
COUNTY FOR INSTALLATION BY THE CONTRACTOR. STREET NAME SIGN SHALL BE SINGLE FACE, REFLECTORIZED STREET NAME SIGN LOCATION n- RELOCATE
STANDARD TO FIT NEW DRIVEWAY OPENING AS DIRECTED
AND SHALL CONFORM TO THESE SPECIAL PROVISIONS. BY THE EN INEER. FURNISH AND INSTALL 1- COMBINATION VEHICLE (PHASE 5)
ENDS OF CONDUITS TERMINATING IN PULL BOXES AND CONTROLLER CABINETS W
AND 1- PEDESTRIAN (PHASE 6P) SIGNAL HEAD AND PED PUSH .BUTTON (PHASE
SHALL BE SEALED WITH AN APPROVED TYPE OF SEALING COMPOUND AFTER SIGN FACES SHALL BE FABRICATED IN ONE PIECE FROM 0.080 -INCH ALUMINUM
�tJ
6P). INSTALL COUNTY FURNISHED R61M SIGN.
CONDUCTORS HAVE BEEN INSTALLED. PORCELAIN ENAMELING SHEET OF ALLOY 6061 -H12 WITH AN ALUMINUM ALLOY
1230 CLADDING OF APPROXIMATELY FIVE PERCENT (5 %) ON BOTH SIDES. PRIOR LOCATION O- REMOVE AND SALVAGE EXISTING 19A -2 -70
STANDARD. FURNISH V'
PLASTIC PULL BOXES OR COVERS SHALL NOT BE USED. TO ENAMELING, SHEETS SHALL BE TREATED WITH A SUITABLE METAL TREATMENT AND INSTALL
26A -3 -70 STANDARD. REUSE SIGNAL HEADS, LUMINAIRE, AND PED
DESIGNED TO PRODUCE MAXIMUM ADHERENCE OF THE PORCELAIN ENAMEL COATING PRIVATE CONTRACT 1
SPLICES SHALL BE INSULATED BY "METHOD B ". PUSH BUTTONS. FURNISH AND INSTALL 1 -3 -ARROW (PHASE 5) AND 1 -8" (PHASE
`V
SHEET
THE FACE SIDE OF EACH SHEET SHALL BE PORCELAIN ENAMELED A MINIMUM OF 4) SIGNAL HEAD. COUNTY OF SAN
DIEGO � � V
ALL REUSED SIGNAL EQUIPMENT SHALL BE PAINTED PER SECTION 86 -2.16, 0.0015 -INCH IN THICKNESS. PORCELAIN ENAMEL SHALL HAVE A GLOSS READING
A FOEPARTMENTOF PUBLIC WORKS
SHEETS
"PAINTING ". THE ONLY EXCEPTION TO THIS IS STRUCTURAL PLASTIC OF 50 TO 70 UNITS AT AN ANGLE OF- 45 DEGREES WHEN MEASURED ON A
LOCATION- PROVIDE ADDITIONAL SENSOR UNITS, LOAD SNITCHES, AND \
EQUIPMENT. PHOTOVOLT METER IN CONFORMANCE WITH ASTM C43 -59. THE PORCELAIN ENAMEL REWIRE, C., TO PROVIDE OPERATION AS INDICATED.
PLANS FOR THE IMPROVEMENT OF:
SHALL HAVE A WEIGHT LOSS OF LESS THAN 20 MG /SQ.IN. IN BOILING SIX INSTALL 12 DETECTOR LOOPS FOR 1 -W
-01 1 -5 -04, AND 1 -E - 05. E ti1CINlTA3 BLVD !- �DJACEI.IT M BUR.
MADE FROM A STRUCTURAL PLASTIC.
NEW VEHICLE SIGNAL HEADS, EXCEPT PROGRAMMED VISIBILITY TYPE, SHALL BE PERCENT (6 %) CITRIC ACID TEST, ASTM C283 -54. INSTALL 2 ADDITIONAL
PULL BOXES. OF NW /4 OF N W %4. SEC • 15,T 13S P.4 W.
S.P.S. M•
REFLECTORIZED CUTOUT LETTERS, DIGITS, AND ALPHABET ACCESSORIES SHALL ,
ALL LAMPS FOR TRAFFIC SIGNAL UNITS SHALL BE FURNISHED BY THE CONSIST OF INDIVIDUAL EMBOSSED ALUMINUM FRAMES IN WHICH REFLEX
SIGN PANELS SHALL HAVE A WHITE LEGEND ON A GREEN BACKGROUND TO MATCH 00LJNTY APPROVED CHANGES BENCH MARK Lai CALTRANS STANDARD
COLORS. THE SIGN PERIMETER SHALL HAVE A ONE -INCH
CONTRACTOR. REFLECTORS ARE INSTALLED SO AS TO HE AN INTEGRAL PART OF THE CHARACTER No. Des cription Approved by Date
OR OTHERWISE SECURELY AFFIXED TO PREVENT THEIR DISPLACEMENT IN WIDE WHITE BORDER. LETTERS SHALL BE 6 -INCH UPPERCASE AND
4.5 -INCH DESCRIPTION _ I�S.M X - 0140 STANDARD [JIsK SET Recommended for approval: Approv
REFLECTORS SHALL BE MADE OF SILVERED GLASS OR SPECULAR ALUMINUM WITH HANDLING OR SERVICE. ALL ITEMS SHALL BE FABRICATED FROM 3003 LOWERCASE,
WITH STYLE AND SPACING AS ESTABLISHED BY CALTRANS. THE RELOCATED DWY -STD. 3O TO �lZ_7 al z
R
IN CCWCE PS
T6 AUTMGWT /
AN ANODIC COATING AND SHALL CONFORM TO THE PROVISIONS IN ANSI PORCELAIN ENAMELING SHEET OR EQUAL, MEASURING 50 TO 70 UNITS AT 45
SIGN PANEL SHALL BE 1.5 X 6'. A1I6N W /TN ACTUAL IOC. OF DWY - � ��� FOR J. y
STANDARD: D -10.1. - DEGREES ON A PHOTOVOLT METER. MOUNTING HOLES SHALL BE PROVIDED IN THE ON N, S /DE r ,2-N,sJ
LOCATION: Rl OVER w lOIVISION ENGINEER DIRECTOR 0 PLMLIC WORKS
SIGN FACE AND ALL ATTACHING SHALL BE DONE USING SELF - PLUGGING ALUMINUM SIGN MOUNTING BRACKET WILL HE FURNISHED BY THE COUNTY FOR INSTALLATION
E WCIU lTA9 LY 61,11 CONC• AF3UTMEUT EnEn «ro /wprk: CAeckal by: W
MAY � � I RANGE. A
`��4 1 i)V � ",'I,;i RIVETS WITH 1/8 -INCH MINIMUM DIAMETER SHANK AND 3/16 -INCH 14INIMUM GRIP BY THE CONTRACTOR. SARI
1�lEW COWTVVGR77C4LCOWTQ. (DATA �e eG =
y
ELEVATION: 77• DATUM: G•S �� oraldate: Oqn
R. C. . //LL //
Lai
T9103 -1 FILE NO.