941 NN 6/30/2008 Traffic Signal Interconnect Menifee Rd/Rockport Rd & Menifee Rd/Tres 1114 17 )f 0 F F1 111 17= 13 S I C1 17=
MS 3999 FOR TRACT 30422 - 1
PLANS FOR SIGNING & STRIPING MODIFICATIONS ,
TRAFFIC S INTERCONNECT AND
N TALLATI NOF
THE ITRAFFIC S AT THE INTERSECTIONS
GENERAL SIGNING & STRIPING NOTES : GENERAL CONSTRUCTION NOTES :
1 . TRAFFIC STRIPES, PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS MENIFEE ROAD ROCKPORT ROAD 1 . ALL MATERIALS AND WORK SHALL CONFORM TO THE STANDARD PLANS AND
PER 2003 MUTCD AND CALIFORNIA SUPPLEMENT, STANDARD PLANS AND SPECIFICATIONS DATED MAY 2006, OF THE STATE OF CALIFORNIA
SPECIFICATIONS, LATEST EDITION. DEPARTMENT OF TRANSPORTATION, THE 2003 MANUAL ON UNIFORM TRAFFIC
2. ALL SIGNS SHALL BE STANDARD SIZE, UNLESS OTHERWISE NOTED ON PLANS.
ND CONTROL DEVICES (MUTCD) , AND THE MUTCD CALIFORNIA SUPPLEMENT.
SIGNS SHALL BE INSTALLED ON 4"X4'' WOOD POSTS WITH ANCHOR BLOCKS, 2. LOCATIONS OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE
UNLESS OTHERWISE NOTED ON THE PLANS. CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY
3. ALL STRIPES, SIGNS, AND PAVEMENT MARKINGS SHALL BE REFLECTORIZED, MENIFEE ROAD TRES LA OS DRIVE ALL CONDITIONS ON THE JOB SITE PRIOR TO COMMENCING WORK. THE
STENCILS FOR PAVEMENT MARKINGS SHALL MATCH COUNTY FEDERAL METRIC CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
STANDARD STENCILS EXACTLY. ALL STRIPING AND MARKING DETAILS SHALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY
MATCH CALTRANS STANDARD PLANS DETAILS. LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE
N 4. ALL CONFLICTING STRIPES AND PAVEMENT MARKERS SHALL BE REMOVED BY CONTRACTOR SHALL NOTIFY ALL CONCERNED UTILITY COMPANIES AT
pQ LEAST 48 HOURS IN ADVANCE OF EXCAVATION. CALL UNDERGROUND
SANDBLASTING OR GRINDING. CONFLICTING SIGNS AND RAISED PAVEMENT
MARKERS SHALL BE REMOVED. ALL REMOVALS OF SIGNS AND MARKINGS SHALL DRIVE O SERVICE ALERT AT -(800) 227-2600. HAND DIG UNTIL CLEAR OF
BE THE RESPONSIBILITY OF THE DEVELOPER OR APPLICANT. N �y� �GP�� OBSTRUCTIONS AS DIRECTED BY THE ENGINEER.
5. PAINTED TRAFFIC STRIPES AND PAINTED PAVEMENT MARKINGS ( I F ALLOWED) �O O Q�O� 3. SEE CALTRANS STANDARD PLANS ES-1 A AND ES-1 B FOR SYIu
SHALL BE APPLIED IN TWO COATS. PAVEMENT MARKINGS SHALL BE APPLIED O ABBREVIATION LEGEND.
IN THERMOPLASTIC FORMAT, UNLESS APPROVED OTHERWISE. O
W
C7 4. EXISTING PRIVATELY OWNED IMPROVEMENTS ON PUBLIC RIGHT-OF-WAY
6. ALL REMOVED SIGNS SHALL BE SALVAGED AND DELIVERED TO THE COUNTY W NOT TO SCALE SHALL BE PROTECTED OR REPLACED, AS DIRECTED BY THE ENGINEER.
YARD AS DIRECTED BY THE COUNTY INSPECTOR ON THE JOB SITE. �� m
Z WITH
7. THE CONTRACTOR SHALL INSTALL SIGNS. THE COUNTY SHALL INSTALL ALL PAINTED 0 5. THE COUNTY RIGHT-OF-WAY SHALL BE KEPT CLEAN OF DEBRIS,
LANE LINES. INSTALLATION OF SIGNING AND STRIPING SHALL BE IN ACCORDANCE WITH Z DUST AND OTHER NUISANCES BEING CONTROLLED AT ALL TIMES. THE
THE APPROVED PLAN WITH ALL INCURRED COSTS BORNE BY THE DEVELOPER/APPLICANT. -I PROJECT LOCATION CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CLEAN UP ON COUNTY
THE COUNTY RESERVES THE RIGHT TO REQUIRE ALL WORK TO BE DONE BY 000 RIGHT-OF-WAY AFFECTED BY HIS CONSTRUCTION. METHOD OF STREET
THE CONTRACTOR. NEWPORT ROAD 5�� CLEANING SHALL BE DRY SWEEPING OF ALL PAVED AREAS. THERE
8. RAISED PAVEMENT MARKERS SHALL BE FURNISHED AND INSTALLED BY THE 215 ROCKPORT RD. SHALL BE NO STOCKPILING OF CONSTRUCTION MATERIALS WITHIN THE
p CONTRACTOR IN ACCORDANCE WITH THE STRIPING DETAILS SHOWN ON THE COUNTY RIGHT-OF-WAY WITHOUT THE PERMISSION OF THE INSPECTOR.
r r r <L O
SIGNING AND STRIPING PLAN. INSTALLATION SHALL BE COMPLETE 1�iJ r 1�11 r r r O
WITHIN SEVEN WORKING DAYS OF ROADWAY STRIPING. RAISED PAVEMENT
MARKERS ARE TO BE INSTALLED ON ROADWAYS WITH "EXPRESSWAY'' OR LEGEND : m LOIRE I,Iuzk l' TRESLAGOSDR. 0 GENERAL TRAFFIC SIGNAL NOTES '
"ARTERIAL" CLASSIFICATIONS, OR AS DETERMINED BY TRANSPORTATION. MATERIAL: P-PAINT (2 COATS) , T-THERMOPLASTIC no LN. CD
X� Z m 1 . ALL PULL BOXES SHALL BE #5 UNLESS OTHERWISE INDICATED OR APPROVED BY THE
9. THE LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE FIELD BY EJXX
INSTALL PER CALTRANS DETAIL LA I� ENGINEER. MAXIMUM SPACING SHALL BE 500' .
THE ENGINEER. rW W
DETAIL NUMBER lW�. 2. ALL SPARE CONDUCTORS SHALL BE CONTINUOUS, WITH 6' OF SLACK IN EACH PULL BOX.
10. DOUBLE YELLOW STRIPES SHALL HAVE A 3 INCH PAINTED BLACK LINE Z
SEPARATING 4 INCH YELLOW LINES. I1I W 3. DETECTOR LOOP CURB TERMINATIONS SHALL BE TYPE "A" PER STANDARD PLAN ES-5E.
TYPE OF TRAFFIC STRIPING MATERIAL nl
11 . TURN ARROWS SHALL BE LOCATED AS SHOWN ON THE PLANS UNLESS T=THERMOPLASTIC, P=PAINT (2 COATS) HOLLAND ROAD 4. A MINIMUM OF 2 FEET OF CLEARANCE SHALL BE MAINTAINED BETWEEN TELEPHONE
OTHERWISE DIRECTED BY THE ENGINEER. P < CONDUIT AND ELECTRICAL CONDUITS.
PM INSTALL PAVEMENT MARKING (AS SHOWN) PER PAGE A24A
12. THERMOPLASTIC CROSSWALK SHALL HAVE 10 FEET BETWEEN 12 INCH WHITE IV THRU A24E OF THE STANDARD PLANS, CALTRANS 5. A MINIMUM OF 15 FEET OF CLEARANCE SHALL BE MAINTAINED BETWEEN THE CONTROLLER
STRIPES, UNLESS OTHERWISE NOTED ON THE PLANS. TYPE NUMBER OF PAVEMENT MARKING. W=WHITE, Y=YELLOW CABINET AND THE SERVICE EQUIPMENT ENCLOSURE.
13. STRIPING LAYOUT (CAT-TRACKING) SHALL BE APPROVED BY THE ENGINEER 6. ALL PULL BOXES IN UNIMPROVED AREAS SHALL BE TRAFFIC BEARING. UNIMPROVED AREAS
PRIOR TO INSTALLATION OF STRIPING. SIGN TYPE VICINITY
ARE DEFINED AS LOCATIONS NOT PROTECTED BY CURB AND GUTTER.
14. ALL EXISTING RAISED PAVEMENT MARKERS WITHIN THE PROJECT AREA IS XX MOUNT SIGN AS INDICATED XX MAP
SHALL BE REPLACED IN KIND AS DETAILED ON THE SIGNING AND STRIPING 7. OBTAIN APPROVAL FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT.
PLAN AND AS DIRECTED BY THE RESIDENT ENGINEER, MA=MOUNT ON MAST-ARM NOT TO SCALE 8. ALL DETECTOR LOOPS SHALL BE ROUND (6' DIA. ) WITH 10' MINIMUM SPACING BETWEEN
SP=MOUNT ON SIGNAL POLE LOOPS IN THE DIRECTION OF TRAVEL AND CENTERED IN THE LANE, UNLESS OTHERWISE
15. ALL EXISTING STRIPING SHALL BE REPAINTED/REAPPLIED WITHIN 500, MP=MOUNT ON POST OR POLE INDICATED. INSTALL DETECTOR LOOPS 1 ' BEHIND LIMIT LINE OR CROSSWALK, UNLESS
OF THE INTERSECTION. INDEX TO SHEETS OTHERWISE INDICATED. LOOPS SHALL BE TESTED AND APPROVED PRIOR TO FILLING
RS - REMOVE AND SALVAGE TO THE COUNTY OF RIVERSIDE. SAWCUTS,
SHEET NO , DESCRIPTION 9. ALL CONDUIT SHALL BE 2 INCH RIGID STEEL, UNLESS OTHERWISE INDICATED. ALL
SB CONDUIT PLACED UNDER PAVING SHALL BE INSTALLED WITHOUT OPEN CUTTING.
REMOVE ALL CONFLICTING STRIPING AND/OR PAVEMENT 1 TITLE SHEET
MARKINGS BY SANDBLASTING AND/OR GRINDING. 10. A MINIMUM OF 6 FEET OF SLACK SHALL BE PROVIDED AT EACH PULL BOX, AND 20 FEET
2 SIGNING & STRIPING PLAN FOR MEN I FEE ROAD OF SLACK SHALL BE PROVIDED AT EACH CONTROLLER CABINET FOR SIGNAL
P❑ - PROTECT I N PLACE. FROM BAYPORT LANE TO STA. 51 +00 I NTERCONNECT CABLE.
0
- REMOVE BY SOUTHERN CAL I FORN I A ED I SON (S. C. E. ) 3 SIGNING & STRIPING PLAN FOR MEN I FEE ROAD 1 1 . ALL VEHICLE INDICATIONS SHALL BE 12" . ALL SIGNAL HEADS AND BACKPLATES SHALL
FROM STA. 51 +00 TO NEWPORT ROAD BE METAL WITH LOUVERS.
D
TRAFFIC SIGNAL 4 TRAFFIC SIGNAL PLAN FOR MEN I FEE ROAD AND 12. ALL 12'' RED, YELLOW AND GREEN, AND RED, YELLOW AND GREEN ARROW VEHICLE FACES
TRES LAGOS DRIVE/LO I RE VALLEY LANE SHALL UTILIZE LIGHT EMITTING DIODE (LED) SIGNAL MODULES.
SIC - SIGNAL INTERCONNECT CABLE 5 TRAFFIC SIGNAL PLAN FOR MEN I FEE ROAD AND ROCKPORT ROAD 13. ALL PEDESTRIAN SIGNAL PHASES (COMBINATION PEDESTRIAN SIGNAL) SHALL UTILIZE
DIGALERT 6 TRAFFIC SIGNAL DETAILS LIGHT EMITTING DIODE (LED) SIGNAL MODULES.
0 Tu 7 TRAFFIC SIGNAL INTERCONNECT PLANS FOR MEN I FEE ROAD 14. ALL UNUSED TENONS SHALL BE CAPPED IN A WATERPROOF METHOD AS DIRECTED BY
FROM TRES LAGOS DRIVE/LO I RE VALLEY LANE TO NEWPORT ROAD THE RESIDENT ENGINEER.
BEFORE CAUTION:
0
YOU DIG! EXACT LOCATION OF EXISTING
1-800-227-2600 UNDERGROUND FACILITIES IS
UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO CONTRACTOR ' S LICENSE REQUIRED FOR TH I S PROJECT : CLASS A OR C - 1 0
Callat least 2 working days prior to excavating. VERIFY IN FIELD.
NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER ONE CITY BOULEVARD WEST-SUrrE1285 J-14590 BENCH MARK: SCHEDULE: A IP No. 040188 MS 3999 (30422) SHEET NO.
WORK CONTAINED WITHIN THESE PLANS SHALL TRANSPORTATION DEPARTMENT ORANGE CA 92868
NOT COMMENCE UNTIL AN ENCROACHMENT FEss1p�,, APPROVED BY: Q�QF s/� 1 (FAX)714193399.1441 COUNTY OF RIVERSIDE
PERMIT AND/OR GRADING PERMIT HAS BEEN A. EJ. ENGINEERING COMPANY rickengineering.com
ISSUED. OTti �� ��� U' CO Oraw SwDieso RhmnWe Sacramento Phoer& T 1
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THE PRIVATE ENGINEER SIGNING THESE PLANS IS No. 33950 Z Q y r=n PREPARED UNDER THE DIRECTION OF: SEE ABOVE
RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp.6-30-08 O _' /V No.C46568 TITLE SHEET OF 7 SHEET S
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DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE APPR. DATE KHALE A. DATE: >x Exp.6-30-07 >� I
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY s r� -_ MEN 1 F E E ROAD
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS COUNTY `� C1VV*_ �P f► CIVIL
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN 4pF Q�� ' ��►� BARRY J. QOW R.C.E. C46568 m
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DESIGNED BY: T.M. DRAWN BY: A.N. CHECKED BY: T.M. ���� �F CI►1.�`�0 DATE: REGISTRATION EXPIRES 6-30-07 SCALE: H: N/A DATE: W.O. COUNTY , L
APPROVAL BY THE COUNTY. RECOMMENDS DATE: V: N/A 08-01-06 FILE NO.
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NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER ONE MY BOULEVARD WEST-SUITE1285 1-14590 BENCH MARK: SCHEDULE: A IP No. 040188 MS 5999 (50422) SHEET NO.
WORK CONTAINED WITHIN THESE PLANS SHALL TRANSPORTATION DEPARTMENT �FESS��$/ , 71ORANGE,
4�.391440 92868
NOT COMMENCE UNTIL AN ENCROACHMENT APPROVED BY: OQ� 0 � (FAX)714-939.1441 COUNTY OF RIVERSIDE
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THE PRIVATE ENGINEER SIGNING THESE PLANS IS � �o c� � 9Z r=n PREPARED UNDER THE DIRECTION OF: C
RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp.6-30-08 T J Z 0 L No.C46568 SIGNING AND STRIPING OF 7 SHEETS
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE APPR. DATE KHAL DATE: tr Ex6-30-07 s�
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY p. r
M E N I F E E ROAD
APPROVAL OR DURING CONSTRUCTION,THE PRIVATE ENGINEER REVISIONS COUNTY `� CIV1�- �Q S� CIVIL ��
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN qTF IS- P �� ' ��► r BARRY J. C WA R.C.E. C46568 �
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SP=MOUNT ON SIGNAL POLE.
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40 20 0 40 80 120
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TS
REMOVE ALL CONFLICTING STRIPING AND/OR PAVEMENT
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DIG ALERT
TM
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BEFORE CAUTION:
YOU DIG! EXACT LOCATION OF EXISTING
1-800-227-2600 UNDERGROUND FACILITIES IS
UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO
Callat least 2 working days prior to excavating. VERIFY IN FIELD.
NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER ONE CHY BOULEVARD WM-SME 1285 7-14590 BENCH MARK: SCHEDULE: A IP No. 040188 MS 3999 (50422) SHEET NO.
WORK CONTAINED WITHIN THESE PLANS SHALL TRANSPORTATION DEPARTMENT 011111 ORANGE,CA 92M8
NOT COMMENCE UNTIL AN ENCROACHMENT 11 ��IFESSI APPROVED BY: OFESS/ 714.939.1440 COUNTY OF RIVERSIDE
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ISSUED. Orange Rkwside Sacranvenbo Phomix Tucwn Cl
San Diego TRACT NO . 30422-1
I; W_ PREPARED UNDER THE DIRECTION OF: Cr
THE PRIVATE ENGINEER SIGNING THESE PLANS IS No 33950 C& m r_
RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp.6-30-08 sw /.z uj No.C46568 SIGNING AND STRIPING OF 7
SHEETS
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE APPR. DATE K D DATE: Exp.6-30-OT
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY MENIFEE ROAD
CIVIL Lu
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE 6t4�!� 0
ENGINEER REVISIONS COUNTY J> CIVI\- N't #01- -
41'. BARRY J. CDWAA R.C.E. C46568
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN DESIGNED BY: T.M. "eA OF tA0 gyp 6-30- SCALE: H: DATE: W.O. COUNTY
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DRAWN BY: A.N. CHECKED BY: T.M. - C DATE: A REGISTRATION EXPIRES V: 08-01-06 FILE NO. ffq t4
APPROVAL BY THE COUNTY. R E D E D DATE: 1 1 4 1 C__
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BARRIER MAST ARM MOONED POLE SCHEDULE
STREET NAME SIGN LEGEND
W
Z STANDARD LUMINAIRE IISNS SIGNAL MOUNTING PPB PLACEMENT REMARKS
PHASE DIAGRAM o � Men i fee a I I No. TYPE HEIGHT SIG. M. A. LUM. M. A. HPS (120V) LEGEND VEHICLE PED PHASE A B
0- --- F J I 1 -A 3. 0m(10' ) - - - - - TV-2-TA SP-1 -T 2
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W C 1 -A 3. Om(10' ) - - - - - TV-2-TA -
co J SP-1 -T 8 4. 3m(14 ) 1 . 2m(4 )
� 1 � 2 �3 � 4 o O Tres Lagos JF
MAS SV-1 -T SP-1 -T 6 4. 3m(14' )
a 25 25' 0 17-3-161 (100) 9. 1m(30 ) 6. 1m(20 ) 4. 6m(15 ) 20OW Men1fee 1 . 2m(4 )
NOT I 7211 -- B ' 136' I 34' E 1 -A 3. Om(10' ) - - - - - TV-2-TA SP-1 -T 6 4. 3m(14' ) 1 . 2m(4' )
USEDa26-4-161 (100) 9. 1m(30' ) 13. 7m(45' ) 4. 6m(15' ) 20OW Loire Valley 2MAS SV-1 -T SP-1 -T 4 3. 3m(11 ' ) 1 . 5m(5' ) F=4. 6m(15' )
LLJ W
05 7 08 -1F - Lo i re Va l l ey � 06 � Iz G 1 -A 3. 0m(10' ) - - - - - TV-2-TA SP-1 -T 4 4. 3m(14' ) 1 . 2m(4' ) -
O _-- F 20' 1 20' v~, H 24-3-161 (100) 9. 1m(30' ) 10. 7m(35' ) 4. 6m(15' ) 20OW Men 1fee MAS SV-1 -T SP-1 -T 2 4. 3m(14' ) 0. 9m(3. 0' )
I -
72" -- B 0 _ x
x w
JI
8" UPPERCASE LETTERS 0 w
4:16L
- 6'' LOWERCASE LETTERS 104
' X10 2 0
_ --- __ Riw ,' 3. Om FH 41 C (11/2"C) , 1 -DLC
#6
-- 1 (10,0 3 P
53C
----- _ X10 (2' C) , 3-DLC
'
.. ... ........_ C
0. 3m MENIFEE ROAD
----- - - -
----- _ -
SW ---- --- - -- -- - -- _ - J
8 .. -----_--_-
`........... ------------------------------------------------------
0 - - -_ ------_ - - ---
.� o (�5 Q16 - - - - - --- _ .......- _"'' QJ 6 9J 8Sw
.
N
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PROP. C&G _ EXIST C&G
_ �
M ......
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7-0 X-wq�K - 4p:: 4 EVPd1* 06 I S MA-4 4 EVP �68, 6J2L 285' TO
6
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..
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NN _ _.. ..... .........
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LC)
--_ 'i. 3L 4 [VP 04
Riw - - `�_
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-----_ ��-' PROP. C&G is MA 53C (2" ) C, SIC (1 -6PR#20) c`w
----- ___ -�_ TO STREET "A" , ±1 , 300 FEET
SW �1
5CONTROLLER TO CONTROLLER DISTANCE
`
_ ...........:.
#6 I 2
------- 04 04 ;
------------ _.
41 (1�/2" } C, 1 -DLC - -------------- �- _ 04 ° .........'
..... ....... ............. ......
2P --
....... .
-------------------------------------------------
-- 53C (2"C) , 3-DLC 8P 2 #6�--- - -------------------------- ---------------------------
O ---------------- ------ -------------------------- - -------------------------
AP
_ _ 53C
6 (2" ) C, 4#10 {LUM. ) , 4#1 2 ( IISNS)_..�.... SEE SIGNAL
CONDUCTOR SCHEDULE -- -- _ _ INTERCONNECT PLAN
9 ,•: - - -CONDUIT SIZE AND #6 6 O S. C. E.TO :SERVICE POINT R/W
' SHEET 3 OF 3
1
AWG SIZE RUN NUMBER < ' ;..: 2 SERVICE POINT HANDHOLE� No. PLAN
-
' 3
53 78 78 91 91 2-91 78 78 53 O 8
OR 08 53 (2" ) C, 3#6 (SIG. )
LEGEND • 2 3 3'' 3i/2 3�/2 , 2-3'/2' 3" 3„ 2„
CABLE TYPE POLE OR CIRCUIT 8J6L 8J8L 7 A
1 , 0 CONSTRUCTION NOTES (THIS SHEET ):
SIGN TYPE Z ` ` A A A A AA8 �i A
S Xx POLE - A _ _ _ _ _ 1 1 1 1 _ _ I �1 - INSTALL MODEL 1 70E CONTROLLER ASSEMBLY WITHIN A MODEL 332 ALUMINUM
MOUNT SIGN AS INDICATED I CABINET ON CONCRETE FOUNDATION PER CALTRANS STANDARD PLAN ES-3C.
❑XX B - - - - 1 1 - - - FINAL LOCATION TO BE DETERMINED BY ENGINEER IN THE FIELD.
MA=M UN N MAST-ARM.
12
\� SP=MOUNT ON SIGNAL POLE. COND. C _ _ _ 1 1 1 1 1 1 - - - W I 16' 1 6' 20 1 6 1 6 I 0-
MP=MOUNT 1 INSTALL 1201240 VOLT, DUAL METER TYPE I I I -CF SERV I CE EOU I PMENT ENCLOSURE O
ON POST OR POLE D - - 1 1 1 1 - - - ; WITH THE FOLLOWING BREAKERS & TYPE V PECS PER CALTRANS STANDARD PLAN
-
_ I ES-2F.
a - PROTECT IN PLACE. 3 E _ 1 1 1 1 1 1 1 1 1 1 _ _ _ ; 42 42 ; TC-1 METER LS-3 METER
1P, LIGHTING WITH TEST SWITCH (15A. 1P)
COND. F 1 1 1 1 1 1 - - - � � � 50A, 1P, SIGNALS 30A,
G 1 5A, 1P, OUTLET
20A, 1P, 1 . I . S. N. S. WITH TEST SWITCH (1 5A, 1P) c�
H - - - - - 1 1 1 1 1 1 - 0 I 53C (2"C) , 1 -DLC 3❑- INSTALL 3'' SCHEDULE 80 PVC CONDUIT WITH PULL ROPE PER SOUTHERN CALIFORNIA a w
TOTAL 1 2 3 4 5 8 3 2 1 I i EDISON (S. C. E. ) REQUIREMENTS. AT LEAST 48 HOURS ADVANCE NOTICE SHALL BE
1 2 3 4 5 8 3 2 1 � B. C. R.
IISNS 2 GIVEN TO S. C. E. PLANNER BY CONTACTING JANET HACKNEY (951 ) 928-8248. +
4 - INSTALL EMERGENCY VEHICLE OPTICAL DETECTOR ON MAST ARM PER DETAIL
#12 PEC J ' ❑ SHOWN ON TRAFFIC SIGNAL DETAILS (SHEET 6 OF 7) OR AS DIRECTED BY INSPECTOR
Z TOTAL 2 2 2 2 2 - 2 2 - FOR NON MAST-ARM MOUNT. INSTALL PHASE SELECTOR (8 PHASES) IN CONTROLLER
(n ; CABINET. CONTRACTOR TO CONTACT MANUFACTURER FOR ASSISTANCE WITH PROPER
#10 LUMINAIRES 2 2 2 2 2 - 2 2 - W . PLACEMENT.
20 10 0 20 40 60
#6 SIGNAL SERVICE - - - - - - - - - �� 0 � `�
GRAPHIC SCALE 111 = 20' 01 - - - 2 2 2 - - - ~ J °" SIGNAL STANDARD
Q ,
02 - - - - - 3 3 3 3 '; 0 60" GENERAL NOTES SERVICE AD R PLACEMENT DETAIL
Q14 - 1 1 1 1 1 - - - ; a ; SE D ESS NO SCALE
DLC _ _ _ _ _ 30320 MENIFEE RD
05 2 2 2 2 60 1 ; 1 SEE TITLE SHEET
DIG ALERT (TYPE B' ) - _ - - - '
j?16 2 2 2 0 SG # 1451
TM
3 3
CALL TOTAL - 1 1 5 5 13 8 5 5
BEFORE CAUTION: '
YOU DIG! OPT I COM CABLE # 138 1 1 2 2 3 4 1 1 -
EXACT LOCATION OF EXISTING '
1-800-227-2600 UNDERGROUND FACILITIES IS " NOTE .- THIS PLAN IS ACCURATE FOR ELECTRICAL WORK ONLY CONTRACTOR ' S LICENSE REQUIRED FOR THIS PROJECT2 CLASS A OR C - 1 0
UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO
Callat 1808t 2 worKing days prior to excavating. VERIFY IN FIELD.
NOTE: COUNTY OF RIVERSIDE SEAL-ENGINEER SHEET NO.
WORK CONTAINED WITHIN THESE PLANS SHALL TRANSPORTATION DEPARTMENT ONEcmaoULEVNCDwFs-r-surrEl2ss �-14590 BENCH MARK: SCHEDULE: A IP No. 040988 MS 3999 (304221
868
NOT COMMENCE UNTIL AN ENCROACHMENT LESS/ APPROVED BY: QROFESSIpNq� 7 4�i'4 0 92
"Y (FAX)714.939.1441 COUNTY OF RIVERSIDE
PERMIT AND/OR GRADING PERMIT HAS BEEN �o A. Or Al.e, ��o F� ENGINEERING COMPANY rickengineering.com 4
ISSUED. 117
1 y °r-w San Diw `�"'�e �"w"do mxmm r Tucson TRACT NO. 50422THE PRIVATE -1 0
�' '? No.
33950 / BARRY J. COWAN PREPARED UNDER THE DIRECTION OF: "
RESPONSIBLE FOR ASSURNEER ING THE TACCURACHESE YNOFIS Exp.6-30-08 No. C 4 6 5 6 8 TRAFFIC SIGNAL INSTALLATION 7
g I Z �� O` OF _ SHEETS
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE APPR. DATE KHA . 0 MA DATE: 6-30-07 '
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY EXp• q MENIFEE R O A D/ T R E E L A G O S DR . W
APPROVAL 0R DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS COUNTY `� CIVIL �P Y
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN '4TF 0�� JlgT C I V I L �Q BARRY J. W R.C.E. C46568
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DESIGNED BY: T.M. DRAWN BY: T.M. CHECKED BY: M.L.K./B.J.C. CALIF p u F OF CA��F� DATE: �I REGISTRATION EXPIRES 6-30-07 SCALE: H: 1"= 20' DATE: FOR: W.O. COUNTY '
APPROVAL BY THE COUNTY. REC LADED B DAT : V: 08-01-06 FILE NO.
01\14590\OFF-SITE\14590SIG-01.dgn
\\srv-orni\RickStondords\lplotV10\colcomp-orn.pen JN 14590
02-AUG-2006 07,34
CONDUCTOR SCHEDULE POLE SCHEDULE 771
CONDUIT SIZE AND his, A STANDARD IISNS SIGNAL MOUNTING PPB PLACEMENT
RUN NUMBER C' �' LUMINAIRE REMARKS
AWG SIZE L� N . TYPE HEIGHT SIG. M. A. LUM. M. A. HPS 11 20V1 LEGEND VEHICLE PED PHASE A B
OR 53 78 78 2-78 78 78 53 �� BF\
CABLE TYPE POLE OR CIRCUIT 2" 3" 3'' 2-3" 3'' 3" 2" q y/,�'O
O 1 -A 3. Om (10' ) - - - - - TV-1 -T SP- 1 -T 2 4. 3m (1 4' ) 1 . 2m (4' )
z�,z2� A. A,A A(o- A26-4-161 (100) 9. m 1 (30' ) 13. 7m(45' ) A. 6m (15' ) 20OW Rockport MA SV-1 -T SP-1 -T 8 4. 3m(1 4' ) 1 . 2m(4' )
POLE - A - - - 1 1
- - - 1 1 - - - I 2 S
- R
1 1 1 1 _ _ _ rBC.
ROTATE LUM AS SHOWN
12 B - - -
COND. C _ 1 1 1 1 1 - _ - - YY D 26-4-161 (100) 9. 1m (30' ) 12. 2m(40' ) 4. 6m (15' ) 20OW Rockport 2MAS SV-2-TA - _ * 0. 9m (3' ) F=5. 2m (17' )
~ - - - - - - -
p _ _ E 1 -A 3. Om(10 ) - TV-2 T SP 1 T - 4. 3m(14 ) 1 . 2m (4 )
3E _ _ _ _ _ 111 1 1 1 a F 15 9. 1m (30' ) - 4. 6m (15' ) 20OW - - - - 2 4. 3m(1 4' ) 1 . 2m (4' )
COND. F _ _ _ _ - + A G
K
TOTAL 2 _ Ll
4 2 6 4 2 2 1 1 1 1 A
* = AS DIMENSIONED ON PLAN
#12 IISNS 2 2 2 - - - - I BARRIER
#1 0 LUMINAIRES 2 2 2 - 2 2 - DETAIL "A" MAST ARM MOONED
#6 SIGNAL SERVICE - - - - - - - NTS DETAIL "B" PHASE DIAGRAM STREET NAME SIGN LEGEND
NTS
01 - 2 2 2 - - - SIGNAL STANDARD
02 - - - 3 3 3 3 � NOT NOT J & � Rockport
_ _ _ PLACEMENT DETAIL USED USED & F
03 NO SCALE O 72" __ B
04 01 02 03 4
DLC 05 - - - - - -
(TYPE ' B' ) NOT � oo
06 - 2 2 2 - - - 50' �—31 ' NOT
7 - - - - - - USED USED I � O �" Men i e e F
08 - - - 3 3 - - 72" -- B
TOTAL - 4 4 10 6 3 3 IS R9-3c, R9-3b P FH 05 06 07 08 8" UPPERCASE LETTERS
1 6" LOWERCASE LETTERS
OPTICOM CABLE # 138 1 2 3 3 - - - D 6 SP IS MA-4 53C (2"C) , 4-DLC
_ R/W O C 5
---, _
O
53C (2" C) , 3-DLC R/W MENIFEE ROAD
----------------------- ---- - 53C (2 C) , 1 -DL
- _- _
-- --------------- ---- -- --------- ------ -- ------ - --- - -
-------------------------------------------- -----------------
.. .. ..--------------------- ------------------------ ---------------- —----_1------- ---------------_---------------------. ------------_ -__ ---- ---- --'------''---- _ ----- - --- - ---_ __ -- L- - - - -- - - - --- ----- - --- --------- _ — - __-- -- - ' - - -- - -- -- ------------------ -- - - - ---
......... ---- - - - --
Nr
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- -- - ---
o EXIST C&G DETAIL'. AI 08P :_ _ _ ----- -------- -- --- --- ---
EXIST C&G
co � 08 `.....p E T A I L" B"�g O S 1 o
N
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............ ... ....
_ .................. J M
N 06 ,�, 285 3' TYP
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4 ............. _ X-WALK
4 EVP 08 c9 _.... ......... N
E 1 06
51 c\,
....
V 0
52
5 1
c� \0
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5 55
....... ...... ..... ... _
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N 2 8 5 TO .....................
N N I S R3- 1 8 02 ............
LIMIT LINE MA
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LO
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EVP 02
02
213E
N S R9-3c R9-3b 3
S P Ln
PROP. C&G c�
01 1
4 PROP. C&G
02 .
_ ----------------------------- 2P
�� — _ _ _ ----------------------------- ..... 0 _ �C _ R#1
02 #6
-------------- 11
-- ) 9
- ---------- \# ------------------------------
41C (1 2 IC (1 6P 8)
-------------- 6 ------ ------
P ----------------------------------
----- ----------------------- — — — —
08P ,' ----------------------------- _ _—_
\ L_
41C (1�/2' C) , SIC (1 -6PR #20) ----------------------------------------- - -
- 53C (2 ) C, 4#1 0 (LUM. ) , 2#1 2 ( IISNS) -------
-------
......... ,
TO TRES LAGOS DRIVE TRAFF I C 41 C (11/2" C) , 1 -DLC R/W - - - #61E -
SIGNAL CONTROLLER, ±1300'
0
CONTROLLER TO CONTROLLER O ` #6 _ �? O TO S. C. E. R/W
D I STANCE. SEE INTERCONNECT PLAN - -
7 � 08 2 3 SERVICE POINT
CONSTRUCTION NOTES (THIS SHEET ) Oi%< ' - /� TO NEWPORT RD. CONTROLLER
' O 53C (2" ) C, 3#6 (S I G. SEE INTERCONNECT PLAN
�1 - INSTALL MODEL 170E CONTROLLER ASSEMBLY WITHIN A MODEL 332 ALUMINUM 6 1 ±900' CONTROLLER TO CONTROLLER
CABINET ON CONCRETE FOUNDATION PER CALTRANS STANDARD PLAN ES-3C. . Jt J 15 DISTANCE, SEE INTERCONNECT PLAN
FINAL LOCATION TO BE DETERMINED BY ENGINEER IN THE FIELD. i <0 41C (1�/2"C) , SIC (1 -6PR #20)
l0 00 '
2❑- INSTALL 1201240 VOLT, DUAL METER TYPE III -CF SERVICE EQUIPMENT ENCLOSURE S. C. E. SERVICE POINT
WITH THE FOLLOWING BREAKERS & TYPE V PECS PER CALTRANS STANDARD PLAN '
ES-2F.
22' 12' 22' ; (SEE S. C. E. PLAN SHEET 2 OF 3
I HANDHOLE No. H851 )
TC-1 METER LS-3 METER I '
50A, 1P, SIGNALS 30A, 1P, LIGHTING WITH TEST SWITCH (15A, 1P) CzCD
06
1 5A. 1P, OUTLET
20A, 1P, I . I . S. N. S. WITH TEST SWITCH (1 5A, 1 P) I CL
3❑- INSTALL 3'' SCHEDULE 80 PVC CONDUIT WITH PULL ROPE PER SOUTHERN CALIFORNIA II,,: � SERVICE ADDRESS
GENERAL NOTES : LEGEND
EDISON (S. C. E. ) REQUIREMENTS. AT LEAST 48 HOURS ADVANCE NOTICE SHALL BE 30120 MENIFEE RD
GIVEN TO S. C. E. PLANNER BY CONTACTING JANET HACKNEY (951 ) 928-8248. FI■ SEE TITLE SHEET SIGN TYPE
28' 28'
❑4 — INSTALL EMERGENCY VEHICLE OPTICAL DETECTOR ON MAST ARM PER DETAIL i � SG # 1452 Xx
SHOWN ON TRAFFIC SIGNAL DETAILS (SHEET 6 OF 7) OR AS DIRECTED BY INSPECTOR IS MOUNT SIGN AS INDICATED
FOR NON MAST-ARM MOUNT. INSTALL PHASE SELECTOR (8 PHASES) IN CONTROLLER 0 43' 43' XX MA-MOUNT ON MAST-ARM.
CABINET. CONTRACTOR TO CONTACT MANUFACTURER FOR ASSISTANCE WITH PROPERa �— SP-MOUNT ON SIGNAL POLE.
PLACEMENT. i MP=MOUNT ON POST OR POLE
�- CONSTRUCT CURB RAMP PER RIVERSIDE COUNTY STANDARDS. No. 403 CASE B. o
DIG ALERT � � P❑ - PROTECT IN PLACE.
�- CONSTRUCT ADDITIONAL SIDEWALK FOR ADA REQUIREMENTS PER ox 53C1(2''C) , 1 -DLC 20 l0 0 20 40 60
C3 TM
RIVERSIDE COUNTY STANDARD NO. 400.
CALL GRAPHIC SCALE 1" = 20'
BEFORE CAUTION: '
YOU DIG! ;
EXACT LOCATION OF EXISTING
IS
UNDERGROUND ZSERVICE ALERT UNK27-2600 DNOWN� CONT ACTORUND STO '' NOTE -. I CONTRACTOR ' S LICENSE REQUIRED FOR THIS PROJECTg CLASS A OR C - 1 0
Callat least 2 working days prior to excavating. VERIFY IN FIELD. THIS PLAN I S ACCURATE FOR R ELECTRICAL WORK 0 U. __ -
NOTE: COUNTY OF RIVERSIDE SEAL-ENGINEER SHEET NO.
WORK CONTAINED WITHIN THESE PLANS SHALL TRANSPORTATION DEPARTMENT oNEcnYsou�EVARnwEST-SUrrE1285 J—I4590 BENCH MARK: SCHEDULE: A IP No. 040988 MS 3999 (30422)
NOT COMMENCE UNTIL AN ENCROACHMENT rjtN
�S� APPROVED BY: QROFESSIpNq� • ORAN91� 92sbs
PERMIT AND/OR GRADING PERMIT HAS BEEN . 0 (F/V�714.939.1441 COUNTY OF RIVERSIDE
� �f. � F ENGINEERING COMPANY rickengineering.com 5ISSUED. T �`� � o,ange San� Riverside saaamentio Phoe<� Tucson2 �+ BARRY J. COWAN �, TRACT NO . 30422-1THE PRIVATE ENGINEER SIGNING THESE PLANS IS 3950Cp^ w PREPARED UNDER THE DIRECTION OF:
RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp.6-30-08 7IZS�OG � No. C46568 � TRAFFIC SIGNAL INSTALLATION OF 7 SHEETS
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE APPR. DATE KH 0 MA DATE: 6-30-07
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY Exp. /1 �+
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS COUNTY CIV1\- \Q MENIFEE ROAD/ ROCKPORT ROAD
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN 4TF �� / / J� CIVIL ��Q BARRY J. OW R.C.E. C46568
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR �p`L�F �� �rF OF CA��F�� DATE: `U� REGISTRATION EXPIRES 6-30-07 SCALE: H: DATE: FOR: W.O. COUNTY
APPROVAL BY THE COUNTY. DESIGNED BY: T.M. DRAWN BY: T.M. CHECKED BY: M.L.K./B.J.C. RE 0 DED BY DATE: V: 08-01-06 FILE N0. I o
0.\14590\OFF-SITE\14590SIG-02.dgn
\\srv-ornl\R1ckStondards\lplotV10\calcomp-orn.pen JN 14590
02-AUG-2006 07.36
1 ' TYP. Y
J PEU PEU
LEFT 30' 15' 10, 3.
TURN EMERGENCY VEHICLE
LANE TYP. TYP. TYP. 1 1 /2" TO 3/4"
� o a PREEMPTION DETECTOR
120 volt service z o o z- 120 volt service REDUCER (3M, 721 SERVICE MODEL)
THROUGH 10 1 ' TRIANGLE kJ J J
LANE TYP. ASTRO Mini -Brac MOUNT
w to IISNS to luminaires OR APPROVED EQUAL
z
DIRECTION DI {2#12) (2#10)
THROUGH SIGNAL POLE
LANE ow-
OF TRAVEL XO �_ ENCLOSURE CONTACTOR CONTACTOR
MAST ARM
J Test Switch
MAST -ARM MOUNT
LOOP DETECTOR PLACEMENT TYPE E LOOP DETECTOR TYPE V PHOTOELECTRIC CONTROL EMERGENCY VEHICLE PRE -EMPTION
DETAIL SAWCUT DETAIL
WIRING DIAGRAM DETECTOR ASSEMBLY NOT TO SCALE NOT TO SCALE NOT TO SCALE NO SCALE
10,
1 2' 4' 2' SEE RIGHT
1�/z" DIA. DEBURRED 7/6 " D I A. HOLE I N CLAMP
REMOVABLE ' HOLE IN CLAMP SUPPLIED WITH A TYPE "F"
CAP _ _ I %"-16 UNC BLUNT POINT BACK CLAMP
THIRD TAB FOR IISNS SELF-TAPPING SCREW W/4 BOLTS
(PILOT HOLE TO BE FIELD SPECIFY POLE (ASTM A-307)
(TYPICAL FOR 8' ISNS) 2q' ABOVE DRILLED) DIA. AT 24'
ABOVE BASE
POLE BASE
8, ,
NOTCH OR DRILL
TT FOR DRAINAGE
UL APPROVED 1 " DIA. HOLE
WATER-TIGHT j W/GROMMET '14 PL CLAMP
ELECTRICAL BOX (FIELD DRILLED)
ISNS STRAIGHT ARM MOUNTING ISNS CLAMP DETAIL ELEVATION ISMS CLAMP DETAIL TOP VIEW
NOT TO SCALE NOT TO SCALE NOT TO SCALE
DIG ALE"PTJL
TM
0
BEFORE CAUTION:
TRAFFIC SIGNAL DETAILS
0
YOU DIG! EXACT LOCATION OF EXISTING
1-800-227-2600 UNDERGROUND FACILITIES IS
UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO
Cailat least 2 working days prior to excavating. VERIFY IN FIELD.
NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER ONE CITY BOULEVARD WEST-SUM 1285 J-14590 BENCH MARK: SCHEDULE. A IP No. 040188 MS 3999 (30422) SHEET NO.
WORK CONTAINED WITHIN THESE PLANS SHALL TRANSPORTATION DEPARTMENT ORANGE,CA 928"
NOT COMMENCE UNTIL AN ENCROACHMENT �ESS/py, APPROVED BY: oQ��FESS/���1 (FAX171 714.939.1440
93�9.1aa1 COUNTY OF RIVERSIDE
PERMIT AND/OR GRADING PERMIT HAS BEEN �o A. oT Eyc �<t, ,I �� ENGINEERING COMPANY rickengineering.com s
ISSUED. ,� 'y t- Q L
z by QQ�`` C0� y Orange San C%W Riverside Sacramcnto PhoeniK Tucson
THE PRIVATE ENGINEER SIGNING THESE PLANS IS -le No.33950 Z 92 T PREPARED UNDER THE DIRECTION OF: TRACT NO . 30422-1
RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp.6-30-08 J Z O L No.C46568 TRAFFIC SIGNAL DETAILS O F 7 SHEETS g
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. MARK BY DATE APPR. DATE KHA&. A DATE: Yt Exp.6-30-0T IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY � '
APPROVAL OR DURING CONSTRUCTION,THE PRIVATE ENGINEER REVISIONS COUNTY � CIV1\1 �Q �� CIVIL �� MENIFEE ROAD
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN 4T ' �► / r BARRY J. C WA R.C.E. C46568ire
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR DESIGNED BY: T.M. DRAWN BY: A.N. CHECKED BY: T.M. Fq� �'���� I/A-V/r` �F CA����� DATE: �I 1 �6 REGISTRATION EXPIRES 6-30-07 SCALE: H: N/A DATE; FOR: w,0. COUNTY §
APPROVAL BY THE COUNTY. RE OM NDED BY DATE; V: 08-01-06 FILE Y
0:\14590\OFF_SITE\14590_DET.dgn JN 14590
\\srv_orn1\R IckStondords\Ip IotV10\co I comp_or n.pen
02-AUG-2006 07,44
LOIRE VALLEY LN
REVIERE DR
I
MENIFEE ROAD 0
- _:-- i <<\\ �. n
i,
------ -
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Callat least 2 working days prior to excavating. VERIFY IN FIELD.
NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER ONE CnY BOULEVARD WEST-SUITE 1285 J_14590 BENCH MARK: SCHEDULE: A IP No. 040188 MS 3999 (30422) SHEET NO.
WORK CONTAINED WITHIN THESE PLANS SHALLTRANSPORTATION DEPARTMENTFA
NOT COMMENCE UNTIL AN ENCROACHMENT rjtN:�o
OESS1W ��FESS/� ORA3914 0 92868
APPROVED BY: Q �� (FAX)714.939.1441 COUNTY OF RIVERSIDE
PERMIT AND/OR GRADING PERMIT HAS BEEN A. Fy �Q��C� p�I ENGINEERING COMPANY rickengineering.com
ISSUED. Or'yZG' ' � ``` J� COrange San DkW RWe s ae sxrame�o rhoenk7THE PRIVATE ENGINEER SIGNING THESE PLANS IS No to ti = PREPARED UNDER THE DIRECTION OF: TRACT NO. 30422-1
RESPONSIBLE FOR ASSURING THE ACCURACY OF Exp.6-30-08 JZ ��Q ` W NO.C46568 � TRAFFIC SIGNAL INTERCONNECT OF 7 SHEETS
DESIGN AND ACCEPTABILITY OF THE WORK HEREON. d
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY MARK BY DATE APPR. DATE KH D A. M DATE: tY Exp.6-30-07 {�
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER REVISIONS COUNTY CIVI\- �P v� CIVIL �� — MENIFEE ROAD W
ACCEPTABLE SOLUTION ANDENGINEER SHALL BE REBLE VISING SING THETPLANSNFORN 4T ' BARRY J. OW R.C.E. C46568
` e SCALE: H: DATE:
APPROVAL BY THE COUNTY. DESIGNED BY: T.M. DRAWN BY: A.N. CHECKED BY: T.M. F CAL�F� R C NDED B DA : OF C�1��0 DATE: /3 O REGISTRATION EXPIRES 6-30-07 �; 08-01-06 W.O. COUNTY
0.\1 4590\OFF-S I TE114590SI C-01.dqn FILE NO. 0
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02-AUO-2006 07.40 JN 14590