HomeMy WebLinkAbout02-22_02-12 PROJECT PLANS FOR TRAFFIC SIGNAL SYSTEM c
COLLIER AVENUE AND RIVERSIDE DRIVE
INDEX OF SHEETS
m COLLIER AVENUE AND CENTRAL AVENUE
1 TITLE SHEET
2 GENERAL NOTES AND LEGEND CITY OF LAKE ELSINORE
3 TYPICAL CROSS SECTIONS
4-5 TRAFFIC SIGNAL PLANS RIVERSIDE COUNTY
6-7 SIGNING AND STRIPING PLANS
8-9 TRAFFIC SIGNAL INTERCONNECT PLANS
l
10-11 STREET IMPROVEMENT PLANS
o
BASIS OF BEARING o
USED N4T00'OO'W FOR CENTERUNE OF COLLIER
AVENUE AS SHOWN ON RECORD OF SURVEY
RECORDED IN BOOK 44, PAGES 33-34. RECORD OF CAMBERN
RIVERSIDE COUNTY. G7
BENCH MARK k z
Lei 4
BENCHMARK: 1/2 REBAR W/ B.M. PLASTIC PLUG Q •
J
FLUSH i W. OF COWER AVE. ONTO' S. Q
RIVERSIDEE DR., RIVERSIDE FLOOD CONTROL 2-4040
H
ELEVATION = 1255.32' [382.62 m] w V)
I �
ST DEXTER AVE.
DEXTER AVE. I
I
TO CORONA — — — — . _ . _ . _ . _ . _ . _ . ( I
N
LAKE ELSINORE CITY LIMIT I
—EEdSO(lVl®RE � N
EL TORO RD — VALLEY
v� —CENIE4QRY LIMITS OF w \ I g
INTERCONNECT Q �I CAMINO DEL SOL
4 E�
<
All
/ COLLIER AVE. — — — — COLLIER AVE.
1444
MINTHORN ST
V)
L�j PROJECT N = w
PROJECT LOCATION o �_ Q (,
LOCATION > PASADENA AVE m
w
Underground Service Alert
IF
y
AS-BUILT LOCATION MAP " CI�1 0o R o
�~
4�� sosos 0. N.T.S. 422 41M ro t N
F 3
DAVID D. FEDERAL PROJECT NUMBER CMLO-5074(011)
DATE
R. TWO WORKING DAYS BEFORE YCU DIG � ' z
C.E.WQ.4OIlp7 EXP. •�t•04 C
�71GYW�Orllldl�liflrluFn er rec c^..r-:.^,,::
CALTRANS PERMIT NO. 08-01—N—SN-0251 N
REVISIONSROF. N/ PREPARED UNDER THE SUPERNSION OF DATE TITLE SHEET
■CIVIL ENGINEERING NBCE, Inc.I �o D. N7kgey� y'(l/�s�/7r 12 a 2001
NUMBER DATE INITIALS APPROVED 17501 E.17th St.,Suite 270 yop s COLLIER AVENUE AND RIVERSIDE DRIVE
TRAFFIC ENGINEERING Tustin,California 92780 N. C-042697
'THESE PLANS HAVE BEEN RENEWED FOR CONPLAIANCE XIIH SURVEYING&MAPPING COLLIER AVENUE AND CENTRAL AVENUE j
Tel:(714)573-9999 THE APPROPIAIE CONDITIONS OF DEVEEOPIIENT AID/Oft UTY
■ •
Fax:(714)573-9877 Exp. 3-31-04 AND STATE LAWS,AND A PENT CAN BE ISSUED.
Email: info@nbceinc.com sr civil,
■PROJECT MANAGEMENT www.nbceinc.wm 4TFOF CAUFO 1ly��yl� °'' -�t , CITY OF LAKE ELSINORE SHEET 1 OF 11
'Raymond 0 Donndl RCE#26603
NOTICE TO CONTRACTOR 8 g
GENERAL NOTES 1. NOTE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON .
THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF LAKE 8 yy
ELSINORE DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION, NOR THE g
.� SIQNAL LEGEND EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURES WITHIN THE LIMITS OF THE PROJECT. m
THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES, PIPES
OR STRUCTURES, WHETER SHOWN ON THESE PLAN OR NOT. ANY UTILITY DAMAGED DURING THE PERFORMANCE OF THE WORK
1. ALL WORK WITHIN THE STATE RIGHT-OF-WAY SHALL CONFORM TO THE JULY 1999 EDITION STANDARD PLANS AND SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY OR THE CONTRACTOR AT HIS EXPENSE.
SPECIFICATIONS, THE SPECIAL PROVISIONS, OR AS DIRECTED BY THE STATE'S REPRESENTATIVE. S/W SIDEWALK - SIGN POST
C/G CURB k GUTTER :we WATER METER 2. ALL WORK SHALL CONFORM TO STATE STANDARD PLANS AND SPECIFICATIONS, 1999 EDITION. IT IS THE CONTRACTOR'S
2. CONTRACTOR SHALL MAKE ARRANGEMENTS WITH TELEPHONE COMPANY TO ACTIVATE THE TELEPHONE SERVICE ONE WEEK R/W RIGHT-OF-WAY RESPONSIBILITY TO BE FAMILIAR WITH THESE STANDARDS AND CODES AT ALL TIMES.
BEFORE SIGNAL TURN-ON. ;^, """` E/P EDGE OF PAVEMENT STORM DRAIN MANHOLE
r RR RAIL ROAD 3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS INSPECTOR 48 HOURS PRIOR TO BEGINNING ANY WORK. CALL FOR
:3 WATER VALVE
3. ANY PULL BOX IN WHICH FOUR (4) OR MORE CONDUITS TERMINATE, SHALL BE #6. FL FLOW UNE INSPECTION AT(9D9) 674-3124 EXT. 247 BETWEEN THE HOURS OF 9:00 AM TO 4:00 PM MONDAY THROUGH FRIDAY.
EX EXISTING ELECTRIC BOX
4. SIGNAL SERVICE CONDUCTORS SHALL NOT BE INSTALLED IN THE SAME CONDUIT AS THE SIGNAL CONDUCTORS. PROP PROPOSED • POWER POLE 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS TRAFFIC MANUAL AT ALL TIMES DURING
GAS LINE • UTILITY POLE CONSTRUCTION AS APPROVED BY CITY ENGINEER OR HIS REPRESENTATIVE. FAILURE TO DO SO SHALL REQUIRE IMMEDIATE
5. THE CONTRACTOR SHALL NOTIFY STATE'S REPRESENTATIVE TO SCHEDULE A SIGNAL TURN ON AS WELL AS ELECTRICAL WORK STOPPAGE.
OPERATIONS (909) 383-6427 SHALL BE NOTIFIED AT LEAST SEVEN DAYS IN ADVANCE OF THE ANTICIPATED SIGNAL. ELECTRICAL LINE TRAFFIC SIGNAL
-'7V CABLE N O Wy WIRE 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A RESPONSIBLE REPRESENTATIVE AT THE JOB SITE AT ALL TIMES I "
6• CONTRACTOR SHALL PURCHASE CONTROLLER EQUIPMENT FROM THE STATE. THE MODEL 170E CONTROLLER ASSEMBLY, DURING CONSTRUCTION. I �
INCLUDING CONTROLLER UNITS AND AUXILIARY EQUIPMENT MOUNTED IN A TYPE 332 CABINET, SHALL BE TESTED IN CALTRANS - W- WATER LINE .o. FIRE HYDRANT
HEAD QUARTERS. THE CONTRACTOR SHALL DELIVER THE CONTROLLER ASSEMBLY AND CABINET TO MR. CHRISTOPHER TAN. - S SEWER LINE IRRIGATION BOX 6. IT SHALL BE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE NECESSARY RELOCATION OF ANY UTILITIES.
TRANSPORTATION LABORATORY, 5900 FOLSM BL, SACRAMENTO CA. (PH. 916/227-2028). CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES INVOLVED AT LEAST 48 HOURS PRIOR TO BEGINNING WORK. THE
MAILBOX CONTRACT SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT(USA) AT 1-800-422-4133 AT LEAST 48 HOURS PRIOR TO
7. CONTRACTOR SHALL ARRANGE TO HAVE A SIGNAL TECHNICIAN, QUALIFIED TO WORK ON THE CONTROLLER UNIT AND EMPLOYED WALL III) CATCH BASIN(CB) BEGINNING WORK.
BY THE CONTROLLER UNITS MANUFACTURER OR HIS REPRESENTATIVE, PRESENT AT THE TIME THE EQUIPMENT IS TURNED ON. , X X FENCE MANHOLE(MH) 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION AND COST OF
8. FURNISH AND DELIVER TWP (HAYES COMPATIBLE) 2400 BAUD DIAL UP MODEMS, TWO 6'(1.8m) MODEM-TO-MODEL 170E >G WATER VALVE ' POLE ALL EXISTING UTILITIES. CONTRACTOR MUST INFORM CITY OF LAKE ELSINORE OF CONSTRUCTION SCHEDULE PRIOR TO THE
CONTROLLER INTERFACE HARNESS (WIRING DIAGRAM ATTACHED) THE 412 PROM BOARD FROM THE MODEL 170E CONTROLLER BEGINNING OF CONSTRUCTION.
TO MR. TONY SARMINTO, RIVERSIDE ELECTRICAL OPERATIONS, 464 W. FOURTH ST., SAN BERNADINO, CA. 92401-1400, TWO --�� STREET LIGHT
WEEKS BEFORE SIGNAL TURN ON. TELEPHONE MANHOLE S. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PRIOR TO PAVING THE STREET SECTION, INCLUDING BUT
NOT LIMITED TO SEWER, WATER, TELEPHONE, ELECTRICITY, GAS AND DRAINAGE FACILITIES.
9. TELEPHONE CABLE AND SIC. SHALL BE INSTALLED WITHOUT SPLICES BETWEEN CABINETS AND SHALL NOT BE INSTALLED IN TREE
CONDUIT OR PULL BOXES CONTAINING POWER CONDUCTORS. �-✓ 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS WILL TAKEN AFTER ROUGH GRADING TO DETERMINE THE
EXACT SECTION REQUIRED. SECTION THICKNESS SHOWN ARE FOR BONDING PURPOSES ONLY.
10. ALL VEHICLE HEADS SHALL BE 12-INCH. ALL SIGNAL LENSES SHALL BE GLASS TYPE. ALL PEDESTRIAN SIGNALS SHALL BE % PROPOSED AC PAVEMENT 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND ELEVATIONS VERIFIED PRIOR TO -
TYPE A. CONSTRUCTION. THE ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS.
11. ANCHOR BOLTS FOR 1-A STANDARDS SHALL BE SLEEVE NUT TYPE PER STANDARD PLAN ES-6A. THE REVISIONS SHALL BE IN THE FORM OF "AS BUILT" PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO
THE FINAL ACCEPTANCE OF THE PROJECT BY THE CITY ENGINEER. 8
12. CONTRACTOR-FURNISHED BATTERY BACK UP SYSTEM SHALL BE INSTALLED. PROPOSED AC SHOULDER
11. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED TO CITY STANDARDS
AS APPROVED BY THE CITY ENGINEER. CENTERLINE TIES ARE TO BE FURNISHED TO THE CITY ENGINEER UPON COMPLETION OF
THE PROJECT BEFORE ACCEPTANCE IS GRANTED.
I I
12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE WITHIN PUBLIC RIGHTS-OF-WAY.
BEFORE ISSUANCE OF SAID PERMIT, THE CONTRACTOR MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF INSURANCE,
SIC WNG AND STRIPING REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. THE ENCROACHMENT PERMIT MUST BE PRESENT AT THE JOB SITE DURING
THE TOTAL TIME FRAME OF PROJECT CONSTRUCTION WITH APPROVED SET OF IMPROVEMENT PLANS.
1. ALL WORK, MATERIALS AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE CALIFORNIA DEPT. OF 13. CONTRACTOR IS REQUIRED TO OBTAIN AN ENCROACHMENT PERMIT THROUGH THE DISTRICT NO. 8 OFFICE OF CALTRANS.
TRANSPORTATION, STANDARD PLANS AND STANDARD SPECIFICATIONS, JULY 1999 EDITION.
i
2. TRAFFIC STRIPES, PAVEMENT LEGENDS, RAISED PAVEMENT MARKERS AND SIGNS SHALL BE PER CALTRANS TRAFFIC SIGN 14. NO TRENCHING IN THE STATE HIGHWAY SHALL BE ALLOWED AND ALL CONDUITS SHALL BE INSTALLED BY BORE AND JACK.
SPECIFICATIONS, TRAFFIC MANUEL, STANDARD PLANS, STANDARD SPECIFICATIONS, AND MAINTENANCE MANUAL AND THE 15. THE PERMITTEE OR THE CONTRACTOR FOR THE PERMITTEE SHALL PAY$11,200 TO CALTRANS TO COMPENSATE THE STATE OF
SPECIAL PROVISIONS, JULY 1999 EDITION. CALIFORNIA FOR COST INCURRED IN OBTAINING, TESTING AND SUPPLYING A TRAFFIC SIGNAL CONTROLLER ASSEMBLY. THIS
3• ALL CONFLICTING LINES AND MARKINGS SHALL BE REMOVED BY WET SAND BLASTING. FEE DOES NOT SUPERSEDE ANY OTHER FEE CHARGED BY CALTRANS FOR REVIEW, INSPECTION, OR FIELDWORK PERFORMED
BY DEPARTMENT STAFF AS A RESULT OF THE PERMITTEE'S WORK. IF THE FEE HAS NOT BEEN PAID PRIOR TO PERMIT
4. PAVEMENT MARKINGS STENCILS SHALL MATCH CALTRANS STENCILS EXACTLY. ISSUANCE, FULL PAYMENT SHALL BE MADE TO THE DISTRICT CASHIER PRIOR TO STARTING ANY TRAFFIC SIGNAL WORK I
AUTHORIZED BY THIS PERMIT, AND AT LEAST THIRTY DAYS BEFORE THE CONTROLLER IS NEEDED FOR INSTALLATION. THE
5. ALL STRIPING AND MARKINGS SHALL BE THERMOPLASTIC. PERMITTEE SHALL GIVE THE STATE'S REPRESENTATIVE NOT LESS THAN 10 WORKING DAYS WRITTEN ADVANCE NOTICE PRIOR TO
PICKING UP THE CONTROLLER ASSEMBLY, HOWEVER WHEN THE CONTROLLER ASSEMBLY ARRIVES TO THE CALTRANS WAREHOUSE
6. STRIPING LAYOUT SHALL BE APPROVED BY THE ENGINEER PRIOR TO APPLICATION. CONTACT THE ENGINEER 48 HOURS PRIOR LOCATED IN THE CITY OF SAN BERNARDINO, THE PERMITTEE OF THE PERMITTEE'S CONTRACTOR SHALL HAVE THREE WORKING
TO LAYOUT. DAYS TO PICK UP EQUIPMENT UPON NOTIFICATION. IF THE PERMITTEE OF THE PERMITTEE'E CONTRACTOR FAILS TO PICK UP (-
EQUIPMENT UPON NOTIFICATION OF ITS ARRIVAL TO THE WAREHOUSE, THE PERMITTEE WILL BE CHARGED $50.00 A DAY FOR
7. STRIPING LAYOUT SHALL BE SUPPLEMENTED WITH RAISED PAVEMENT MARKINGS PER DETAILS IN THE CALTRANS STANDARD STORING EQUIPMENT. WHEN THE EQUIPMENT IS REQUESTED BY THE PERMITTEE OR UPON ITS ARRIVAL, CALTRANS WILL
PLANS. PROVIDE A TIME AND LOCATION FOR PICKING UP MODEL 170-CONTROLLER ASSEMBLY. t
8. ALL SIGN POSTS SHALL BE INSTALLED IN TELESPAR ANCHORS.
9. SIGNS SHALL HAVE HIGH INTENSITY REFLECTIVE SHEETING.
UTILITY CONTACT LIST
COMPANY CONTACT PFiONE NUMBER
ELSINORE VALLEY LOREN SORBER (909) 674-3146 EXT. 259
MUNICIPAL WATER DISTRICT
GENERAL TELEPHONE CO. MARILYN CRIPE (909) 929-9493
SO. CAL EDISON KIM HOOVER (909) 928-8334
SO. CAL GAS CO. JIM MING (909) 335-7530
MEDIA ONE JIM BURDUE (9G9) 270-3300
U.S.A. - (000) 422-4133
s! 1
J
AS-BUILT
DAVID ATS , C
R.C.E.N O
0.IiM7 EXP.9.31-04
071GMF�TQOr M U83R/OEGtYTnEC'"--.
CALTRANS PERMIT NO. 08-01-N-SN-0251
REVISIONS �yOFESS10Nq PREPARED UNDER THE SUPERVISION OF DATE GENERAL NOTES AND LEGEND
■CIVIL ENGINEERING NBCE, Inc. �° D.Nikro�� Y1L"'��
NUMBER DATE INITIALS APPROVED 0 qF� Tz/a/zoos COLLIER AVENUE AND RIVERSIDE DRIVE
■TRAFFIC ENGINEERING 17501 E.17th St.,Suite 270 No.C-042697 9 z
NL-
Tustin,California 92780 •THESE PLANS HAVE BEEN RENEWED FOR COMPWANCE WITH COLLIER AVENUE AND CENTRAL AVENUE
Tel:((714 5 73-98 9 THE STATE AW COMMONS F DEVELOPMENT AND/qt OTY '
■SURVEYING&MAPPING Fax:(714)573-9877 * Exp. 3-31-04 + AND STARE LAWS,AND A PERWFT CAN BE ISSUED.'
Email: infoc.com ccom sl, �,�,L �._ T CITY OF LAKE ELSINORE
■PROJECT MANAGEMENT www.nbceinc.com Tf OF CALVFOP � �I� (�A/t7h^,�� l-tl-�t SHEET 2 OF 11
Roymond 0 Donnell RCE#26603
S
R� ROUTE 74 R�
4• R 4, ROUTE 74 4, Rr
V R .22 1 22 VAR. Ili VAR. 1 22
18') E (13' TO 22') 17.5 TO 32[9.75m 25 TO 34
[3.35m] TO [5.49m] [3.96m] TO [6.71m] w i w [5.33m] TO ] [7.62m] TO [10.36m] w
_ EXISTING EXISTING 9 MATCH
MATCH O EXISTING EXISTING o i
EXIST. 5"A.C. ESP ESP 5"A.C. N M TCH MATCH h E E = EXIST.
E St EXIST: 5"A.G. � � 5"A.C. N \
10"A.B. 2% 10"A. 10"A.B.
VA_RIES 2% _ - - 2�- _-- 2$ 5% 1 2%B VARIES VARIES .f
-_- ARIE i VARIES 5z - --- - --------'_----- - - 5 VARIE
VAR. VAR. VAR. VAR. - ., ..
11 TO 19 11 TO 18 13 TO 22 (8' TO 22') i VAR. VAR. VAR. AR
[3.35m]TO[5.79m] [3.35m] TO [5.49m] [3.96m] TO [6.71m] [2.44m] TO [6.71m]I i 6.5 TO 23 16 TO 32 24.5 TO 34 ))
so I [1.98m] TO[7.01m] [4.88m] TO [9.75m] [7.47m]TO[10.36m] [1.52(m]TO 15'1 O
VAR II
[18.29m] I (76' TO 9V
[23.16m] TO [27.43m]
RIVERSIDE DRIVE I O
W/0 COLLIER AVENUE CENTRAL AVENUE
STA. 15+37.50 TO STA 21+9f.42 E/0 COLLIER AVENUE gg
STA. 9+36.00 TO STA 15+33.32
[4+68.63m] TO [6+67 +9f. 6 rZ
TYPICAL STREET SECTION [2+85.29m] TO [4+67.33m] +n
SEE SHEET 10 (TOP) TYPICAL STREET SECTION SEE SHEET 10 (BOTTOM) c
N.T.S.
N.T.S.
I
I '
II
V ye
R ROUTE 74 Rr
q' 4, ROUTE 74 Rf p[7 22 VAR. ' g
(6' TO 21') i .22 13 VAR.
� � z
[1.83m] TO [6.40m] i [3.96m] (24' TO 28') i C
Sw [7.32m] TO [8.53m] e
MATCH O EXISTING EXISTING 90
EXISTING EXISTING
i EXIST. N 5"A.C. ESP EIP i MATCH N 5"A.C. E/P E/P 5"A.C. EXISTMATC.
10"A.B. VARIES VARIES ' EXIST.
V_ARIES % 2% - ---- ----------- i 10"A.B ---- --- ---
_ I VARIES VARIES 10 A B. i
-- -- - = J =--i i V`AR�ES 5% 2% 2% -VARIES
VAR. VAR. i
40 TO 58 3 TO 21 VAR. VAR. VAR. VAR
12.19m TO 17.68m 0.91m TO 6.40m 17 TO 28 1.5 TO 13 24 TO 28 (1.5'
[27.43m] I [5.18m] TO [8.53m] [0.46m] TO[3.96maR [7.32m] TO [8.53m] [0.46m]TO [1.83m]I
(60' TO 93)
[18.29m] TO [28.35m]
COLLIER AVENUE COLLIER AVENUE
S/0 RIVERSIDE DRIVE N/0 CENTRAL AVENUE
STA. 14+89.3 TO STA f 9+81.48 STA. 29+86.00 TO STA 36+20.28
[4+53.97m]TO [6+03.96m] [9+f 0.f 6.0 TO [f i+036+20.
TYPICAL STREET SECTION SEE SHEET 11 (TOP) SET SECTION
N.rs. TYPICAL TRE
SEE SHEET 11 (BOTTOM)
N.rs.
AS-BUILT i a
NOTE: _ o OAVID 0.NIKNAFS W1Tt CONTRACTOR SHALL MATCH EXISTING CROSS SLOPE. FOR NEWlRCi.tN0.=7 EXP.3.31-04 AREAS CROSS SLOPES SHALL BE MIN 2% FOR TRAVELED WAY, N rZ
AND 5% FOR SHOULDERS. Z
CALTRANS PERMIT NO. 08-01-N-SN-0251
REVISIONS OFESSIO*, PREPARED UNDER THE SUPEUSION OF DATE ID
NUMBER DATE INITIALS APPROVED � 0 CIVIL ENGINEERING , e p� y�c 12 4 2001 TYPICAL CROSS SECTIONS
NBCE Inc. ��o D. N kN dl,+�ln,�
TRAFFIC ENGINEERING 17501 E.17th St.,Suite 270 �a s � � COLLIER AVENUE AND RIVERSIDE DRIVE
Tustin,California 92780 No.C-042697 i
THESE PLANS HAVE BEEN NSOFREVIEWED FOR COYPLAIANCE WTH COLLIER AVENUE AND CENTRAL AV E N U E
Tel:((714 5 73-98 9 THE STATE ATE CONDITIONS OF DEVELOPMENT OR CITY
■SURVEYING&MAPPING r 3-31-04 • '�� �
Fax:(714)573-9877 E*P AND STALE LAMS,AND A PERMIT CAN BE ISSUED.
■PROJECT MANAGEMENT Email:
ww: i a n@ com nc.com s�,T CIVIC +
FOF CA�\EO �IIO)1nOnd,OD ���RCE 26603O t''" CITY OF LAKE ELSINORE SHEET 3 OF 11
1
z
! 8J6U
O 60' [18.3 ]
CONDUCTOR SCHEDULE W 30' a,m 30'
AWo WEWINEIFID PHASES RUNS
ORCA1iETY� 1 2 3 4 5 6 7 8 9 12' [3. 18' [5.6m] 11'[ 4m] 19• [58m]
fE
12 WRETOR e µ - 1- 1 - 1 - 1 - 1 - 1 - - 12/- 1/-
LL Ir 2' C[ 3mm 11 DLC,
CABLE c =114
- - 2- 2- 2- 2- TYPE8J71PE - - - - 2 - 2- - E +` - - - - 2 - 2- 2 - ? E F4 ¢3VARE c CONDUCTOR x - - - - 1 - 1 - 1 - w co ,6• 13'
(�) TOTAL - - - - - - - p E iv ' Io L4-9m [3.9m]
12 I.S.N.S. 2 2 2 2 4 4 2 2 COLLIER m AVENUE
LUMINAIRE 1 2 2 1 2 2 1 4 1 4 1 2 2
/10 SIGNAL COMMON 1 1 1 1 2 2 1 1 , O &17L I LUMINAIRE TO BE INSTALLED BY OTHERS.M.A.�70•
TOTAL 3 3 3 3 6 6 3 3 1 l
1 1 2 2 4 q „ _ G 8 4 i S R 74
DPTICDM
- -- ��EX. R/W --
01 DETECTOR - - - - 6 6 6 6 6 m EX. R/W C B 4 11 1 A 4 B C
02 DETECTOR - - - 5 5 5 - - - u p C-INSTA 18-3-129 POLE E
TYPE f3 DETECTOR - - - - - - - - -
04 LL- - - - - - o� \-/ '���'' I
DLC 05 DETECTOR - - - - - - - - - _ x _ EX. C/G-�
B 04 DETECTOR 4 4 4 (D C HGT 5.2M(NO LUMINAIRE) n N
n
f6 DETECTOR - - - — - - —" - - - 02 3 3 n N 115' TO LIMIT UNE 230' TO LIMIT LINE
07 DETECTOR - - - - - - - - - _ 4 B C 2•C[53-1 3 DLC, ud
08 DETECTOR - 3 3 3 3 3 0 _ TYPE B _ [35.1, [70.Om1_
TOTAL - 3 3 8 18 18 10 6 6 - - -E - - - a E - - - - - - - - - 3 - - 2 SEE O 2•C[53-1 2 DLC, (T) b (T 2'C[53mm],t DLC, - - (T) - - -
E n E w n F 4 cNiS DETAIL•B• TYPE B TYPE B �C-EX. E P
6PR 20 I C CABLE - - - - - 1 - - - .�u LA DD1TAIL"D• _ - _ _ _ / _ _ B
CONDUIT SIZE 3 3 3 3 3 2- 3 3 3 ,; ` '--PROP. E/P E ,E
78mm 78mm 78mm 78mm 7&nm 2-76we 78mm 78mm 78mm -o __- - -- ------------ - 10' [3lOm _n
E SEE DETAIL•G" - n 15' [4.6m n -
•PROVIDE BOND WERE IN ALL CONDUITS a v u 30' 9.14m] 02 1 0 00
---- --- _ 9+0�_.--- --- [4.57m]. --_-- 11+0� N E 12+00 9 Lz"1
E -- - - -- -- E + - g?215U
- - !
r_ -- 19 - --- - _ _;_ -�
-E'---, - -- - ---- -- -- ---- ---E - -- -' rd
211 U N
r =- E E --� _- _ - - -__-__--•.� -_-_ -_-_ .o ----------___E-___-_--__-----_--___
E o `� to- [3.Om] SEE DETAIL•C" 'r i- B_ C -
TRAFFIC SIGNAL CONSTRUCTION NOTES _ N M� �" n 01 E 4 -------- -0 N --------------------------: ------------------------ -------
�1 _ Tn E _ 4 8 C E E"_O3 - _-
-FURNISH AND INSTALL NEW 8 PHASE TYPE 170-SC CONTROLLER _= o M %u SEE
ASSEMBLY IN TYPE 332 CABINET WTH PCC FOUNDATION,IN - - ETAIL•D•r, ,
ACCORDANCE WITH CALTRANS STANDARD SPECIFICATIONS,WITH - EX'-�/� - �2 E R PROP. E/P (T)
SENSORS,LOAD SWATCHES,Etc.AND ALL OTHER EQUIPMENT - o '
NECESSARY TO COMPLETE INTENDED OPERATION. C -- may-- - _ 8 M, E 5 , 5 EX. E/P
53mm], 2•C[53m_,4-DLC, - --_
2�-FURNISH AND INSTALL TYPE III-B 120/240 VOLT METER SIGNAL YpECQ ,~_-, TYPE B TYPE[B53mm],5 DLC, O \$ o Y " - - - _ __7- _ _ _ _ _ _
SERVICE EQUIPMENT ENCLOSURE. FURNISH AND INSTALL TYPE V 7
PEC IN THE SERVICE EQUIPMENT ENCLOSURE. t2 EX. R/W-�T 3 OS. 41 4, F '$ERVICE POINT ,2 [3.6m]
3❑-INSTALL JAI OPTICOM DETECTOR SYSTEM PER DETAIL•A•AND 9 _ _
SPECIAL PROVISIONS. ,15' TO OMIT LINE 4 ROP. R/W ,I
❑4 -INSTALL INDICATED SIGN ON MAST ARM OR POLE AS SHOWN. [35.1m] C B 4 O 4 B C
5❑-INSTALL BATTERY BACK UP SYSTEM(BBS)PER CALTRANS 230' TO LIMIT LINE 8 �I SEE DETAIL"B"
STANDARDS AND SPECIFICATIONS. 04 & OLA
[� [70.Om] w
I�INSTALL PEDESTRIAN BARRICADE PER CALTRANS STD.PLAN
ES-5F,TYPE 1. 3 o 1 a o
a 0O w I a m 12" O RED
FURNISH AND INSTALL 3"SCHEDULE BO PVC SERVICE CONDUIT 1
VATH PULL ROPE PER SCE REQUIREMENTS,AND CALTRANS STD. w m
W I0 , N
CONTACT KIM HOOVER WITH SCE AT(W)909-928-8334 OR(CEL) o_
760-_861-6086 AT LEAST 48 HOURS BEFORE BEGINNING WORK. Q 12" YELLOW
•� 60' [18 m1 w 12" O RED
8❑-POLE C HAS BEEN DESIGNATED AS A TYPE 18-3-129 POLE FOR ��
THE INTERIM PERIOD.WHEN ULTIMATE WDENING OCCURS,POLE C ((.^ j O
VALL BE IMPROVED.h11S IS AN INTERIM PLAN.WHEN STREET IS VV�� 30' [ .1m] 3 ' ( .1 12" O GREEN I w
^ 12" O YELLOW 12" O RED
WIDENED TO ULTMATE,NTURE SIGNAL POLES WILL BE LOCATED � f AST-ARM z
AT THE ULTIMATE LOCATION. 12' 3.7m] 18' [5.5 22' 6.y ] 8' [2.4m]Uj p E 12" O YELLOW f z
n u 12" O GREEN 12" O YELLOW
POLE SCHEDULE I �[ ' 4.9m] 3.6m] [3 6m] MAST-ARM MOUNTING
(T) CLAMP FOR 12" O GREEN 12" O GREEN 12" O GREEN
STANDARD LUMINAIRE I.SN.S SIGNAL MOUNTING PPB REMARKS � MODEL M-721 OPTICAL
a
No. TYPE HGT. SIG.M.A. LUM.M.A. HPSV LEGEND M.A. VEHICULAR PED PHASE QUAD TYPE DETECTOR
A 2,-3 ,zs 9,m 35 [,a7m] ,s[4.sm] 2oow RivenWe MAS sV-,-T - - - - I w 4 D'I DETAIL 'A' DETAIL "B" DETAIL "C" DETAIL "D"
B — — — — — — TV-1 — — — — I K ) N co
18-3-129 5.2m 15'[4.6m] - Cooler Aw MAS SV-1-T - - - - a I pw
D - 3. - - - - - TV-1 - - - - co
E 17- 129 9.1m [6.1m] ,5•[4.em] 200W RWwnks MAS SV-1-T - - - - I w
F 1-A IU - - - - - TV-2 - - - -
AM I
G - '[ ] _.. coM1m 15[4.m] w p173-129
H 1-A - - - - - TV-1 - - - -
�\ w O+O
■ SIGN LEGEND
EXACT POLE LOCATIONS BY THE ENGINEER IN THE FIELD.
■INSTALL IEDS IN ALL VEHICLE HEADS. I I W I��./ R-34 R-26 R-26A R61-4 R61-1 R73-MOD
■STATE REPRESENTATIVE SHALL APPROVE ALL EQUIPMENT
LOCATIONS PRIOR TO INSTALLATION. I NO PED
y���/� 60 _l t
RING ONLY ONLY ONLY ONLY OILY
�/, 111M
v/ Z
AS—BUILT PHASE DIAGRAM 5 Scate: 1"=20' 0 0 0 DO 0 0
o
08 J
I � m � z
Soy 03 2
DAVD D.NKNAFS DATE � 01 fOLA ,' � � g" .GI
RCE.NO.4M7 EXP.3-31-N µ r I 416U 416L (n u , z
- ED cT TIE coxTa.croa. C
04 AND 06 n e2 ®M@ pI&M &@@Un&v9 0500 m E�LN@UR0@&1 �IA 00 NFI Oln wls �
� CALTRANS PERMIT NO. 08-01—N—SN-0251 G �� Ab
p,iOFESS/ONq� PREP RED UNDER THE SUPERVISION OF DATE D
REVISIONS ■CIVILENGINEERING NBCE, Inc. D.N/k TRAFFIC SIGNALIZATION PLAN
NUMBER DATE INITIALS APPROVED � � � Nq�c for a s 12�4�2001
T
1 2 20 03 CBM Added Note 8,Pole C becomes Type 18-3-129; Luminaire to be installed on wood pole b 7501 E.1 St.,Suite 270
2-20-03 ' ■ ■TRAFFIC ENGINEERING No.C-042697
� Tustin,California 92780 'THESE PLANS NAVE BEEN REVIEWED WAN EWED FOR COMPCE NTH COLLIER AVENUE AND RIVERSIDE DRIVE
other
■SURVEYING&MAPPING
Tel:(714)573-9999 THE APPROKATE CONDITIONS OF DEVELOPMENT AN OR CITY I
t * P�
Fax:(714)573-9877 Exp. 3-31-04 AND STALE LAWS,AND A PERMIT CAN BE ISSUED.
0 PROJECT MANAGEMENT Email
ww nbceinc cominc.wm rl'T e"CAL CIVIL RAP r
VF� 'moo A6�`� R 603� zr o3 CITY OF LAKE ELSINORE SHEET 4 OF 11
� J
m m
POLE SCHEDULE 3 3
PHASE DIAGRAM
STANDARD I.UMINAIRE I.S.N.S. SIGNAL MOUNTING PPB RFl1ARKs T I � CONDUCTOR SCHEDULE
No. TYPE HyGgT. SIG.M.A. L.M.M.A. HPSV LEGEND M.A. VEHICULAR PED PHASE QUAD TYPE 41 __ RUNS
A 19-3-129 g,{m 30'[9.1m]15'[4.6m] 200W Centrd �" MAS SV-1-T - - - - o -~ I 1 CABLE TYPE 1-1 $
o r a a f-
06 1 2 3 4 5 6 7 8 9
B 1-A �pn - - - - - TV-2 - - - - z 06 12 WIRE • 05 - - - - 1 - 1 - 1 - - - -
33pp J 04,08 OLA - - - 1 - 1 - 1 - 1 -
C 19-3-12fl 9.1m 30'[9.1m]15'[4.6m] 20OW Cdlier �Y°' MAS SV-1-T - - - - n m 04 AND 08 05 CABLE OR c 04 - - TT_
-
D po _ _ _ _ _ _ _ _ _ CABLE
1_AO7m N_1 0 �� owll ti o 06 - 1 - 1 - 1 - 1 - 1 - 1 - -
E itli 18-3-129 52m [10.7m] 15'[4.6m] - Central A"' MAS SV-1-T ` 06 t -
op V 08 - - - - - 1 - 1 -
F 1-A 31,pm - - - - - N-1 3 WIRE
3p CONDUCTOR x 05 -
H 2 t 9-129 9.1m 45[tl7m] 15'[4.6m] 200W Collier A" MAS SN11T - - - - �I " (PPB) TOTAL - - - -
1
*-NO LUMINARE AS A RESULT OF ELECTRICAL OVERHEAD LINES AT APPROXIMATELY 38'. •EXACT POLE LOCATIONS BY THE ENGINEER IN THE FIELD.HE /I..L 0 w 3: 2 I.S.N.S. - 2
■INSTALL LEDS IN ALL VEHICLE ADS V/ a II � LUMINAIRE - 2 2 2 2 4 2 2 -
•STATE REPRESENTATIVE SHALL APPROVE ALL EQUIPMENT `/ W /10 SIGNAL COMMON 1 1 t 1 1 2 1 1 -
LOCATIONS PRIOR TO INSTALLATION. TOTAL 1 3 3 3 1 3 6 3 3 -
80' 24. ] OPTICOM - 1 1 2 1 2 4 1 1 -
TRAFFIC SIGNAL CONSTRUCTION NOTES: 01 DETECroR
02 DETECTOR
�-FURNISH AND INSTALL NEW 8 PHASE TYPE 170-SC CONTROLLER 40( 1 m] '1, 40 [12.2 ] TYPE 03 DETECTOR - - - - - - - - -
ASSEMBLY IN TYPE 332 CABINET WITH POC FOUNDATION,IN - B 04 DETECTOR - - - - - 5 5 - -
ACCORDANCE WITH CALTRANS STANDARD SPECIFICATIONS,WITH 12" O RED 1
SENSORS,LOAD SWITCHES,Etc.AND ALL OTHER EQUIPMENT DLC IS DETECTOR 6 616 6 6 6 - _
NECESSARY TO COMPLETE INTENDED OPERATION. 22' [6., ] 15' [5. m 34' [ 0.5m _
06 DETECTOR
' [1.�m] 07 DETECTOR
O8 DETECTOR - 6 6 6
1=1-SERVICE AND INSTALL TYPE RE. FURNISH VOLT METER SIGNAL 0 12" O YELLOW BJ U TOTAL 6 12 17 22 5 - - O
SERVICE EQUIPMENT ENCLOSURE. FURNISH AND INSTALL TYPE V PEC
IN THE SERVICE EQUIPMENT ENCLOSURE. 12" O RED 6PR I C CABLE - - - - - 1 - - -
l INSTALL 3M OPTICOM DETECTOR SYSTEM PER DETAIL"A'AND SPECIAL O 12" GREEN (I CONDUIT SIZE 3 3 3 3 3 2-3 3 3 3
78mm 78mm 78mm 78mm 78mm 2-1Am 78mm 78mm 7Bmm
PROVISIONS. w
12" O YELLOW 12" O RED $ Z
AST- W ? •PROVIDE BOND WARE IN ALL CONDUITS. 0
4❑-INSTALL INDICATED SIGN ON MAST ARM OR POLE,AS SHOWN. 12' 12' 12' 16'
a-INSTALL BATTERY BACK UP SYSTEM(BBS)PER CALTRANS 12" O YELLOW ? E [3.6m] [3 6m] [3;.6m [3,6 ] 12 O GREEN 12" O YELLOW C
TANDARDS. 7 0 ,�
MAST-ARM MOUNTING
S `
6❑--INSTALL PEDESTRIAN BARRICADE PER CALTRANS STD.PLAN ES-5F, CLAMP FOR 12" O GREEN W 0 3 /' 12" O GREEN 12" O GREEN
TYPE 1. MODEL M-721 OPTICAL \ Jmi
DETECTOR wof 8J9L E ? II
7Q-FURNISH AND INSTALL 3"SCHEDULE 80 PVC SERVICE CONDUIT WITH > w ~ `
PULL ROPE PER SCE REQUIREMENTS,AND CALTRANS STD. CONTACT DETAIL 'A" DETAIL 'B' Q E t a DETAIL "C' DETAIL 'D'
LES MONTGOMERY WITH SCE AT(W)909-928-8334 OR(CEL) d E(T o
760-861-6086 AT LEAST 48 HOURS BEFORE BEGINNING WORK. o n
n U I
COLLIER 9m� vE� AVENUE 1
EMSL u5w
N �
4 B C In � • I -
SEE DETAIL'Bi 115' TO LIMIT LINE 230 TO LIMIT LINE
08 & OLA O L 102 4 B C R/W [35.1m] [70.Om]
X ��
m m
(SR 7 4) 0 3 1 > > 2'C(53mm] 2 DLC, - - _ _ - - - (T) PROP. E/P
--EX. R/W i 04 4 3 `6 D TYPE B3mm].5 DLC. (T) _ (� E - -
\ 04 O _ 2"C[53mrnj 4 )LB�_ < co T _ DP �- - - I 6'
N q -
C B 4 �_ �i 4 E - - - - -
PROP. E/P o c
E E Io E 05 `J SEE DETAIL"D" 4 B C N a 39+00 r= 512L _E `I K
rn E 3 0 06 J - ! ■
z n nn n To - f E - 1 $"
�� 0 35+00 36+00 p 37+00
r 30' [91M] 4 A p
�- - - - - - - - - - — 10 3.Om
E- - - - - - - - - - - - - - - - - -c-P-- - - - iv -F - - - - _� - }+ EE DETAIL"C� - - 1=- -E- - - - - - -7 - _ - -- - - - - - E_
- u - m - _ - m - - - - - - - - - - -
E E
=0 n `°- `7'- -- - -per. E DETAIL"C" - - cm n - - _F-
- -- -- - - - - - - - - - - '�- -- - _ -- --- - - - - - - _
05 _
— — _ — — — — —
u ^ J _ - - - - - - -
E 5' .6m + _
- - - - - - - - -
-_- - - - -E- - - - - - - - - - - - - - - - - -� -cnr -- iL�?. .- - - - 1C 4B- i 4 m 1g)�[.3 - - - - - - - - - - �5'- 4:fim] - - - `-
`I
��pm1T _ E-
"� u E DETAIL"D" u D 4 3 ] E- - 2 -.- n
EX. R E 2"C 53mm SEE DETAIL"B" C B 4 -�--
/W 2"C[53mm],t DL. 2"C[53-1 2 DLC. n [ 1 TYPE
- 7 - - H 5 08 & OLA --
TYPE B 06 � EX
TYPE B �, E i
—On �' .Om] ._�� �- _
230' TO LIMIT LINE ADDRESS 08
18399 COLLIER AVE 2 1 5 E 3 - E EX. R/W
6 n
[70.Om]
ERVICE POINT PROP. R/W ^
115' TO LIMIT LINE I �✓ 4 B C
6 8
[35.1m] O 7 E 4 C
c B 4 C) 4 B SIGN LEGEND
417E
E
�}* n
ZI R73-MOD R-26 R-26A R73-MOD R-34
U aJ5 UAT
U ` NO PED 1�
L w 63' [19.2m] w J E "' t y���/�
r E N Z qLY OLY OILY ,;::' ANG ONLY
R 38'
AS-BUILT Z 5' [7.6m E N F I $
W ow m g O
�, 417U J O O O O O O
I o
U [2 � 25' [7.6m] 02 [9. [1.8m] 10 ■
6�5 03 m Scale: f"=20' 22
OAVD D.NXNAFS DATE
RCE.NO.42697 - EXP.3-3F04 �E[53mm], 1 DLC, I z
.ws soar wroxwrnox wws wrruco¢r rxc coxrx�crax fv1 a �� C
IT li 0@ PI M to@@UQ&°1TR F@R RaN@V120 °�.I� Wopn Wily" 4J9L 416U
CALTRANS PERMIT NO. 08-01—N—SN-0251 �
REVISIONS ■CIVIL ENGINEERING pROf.N11'4' PREPARED UNDER THE SUPERVISION OF DATE TRAFFIC SIG NALIZATION PLAN
---LN
NBCE Inc. 1��j�D.N/yy Fy �Oj��/�},.Jn/'
NUMBER DATE INITIALS APPROVED r y�� �t-7� 12/4/2001
■TRAFFIC ENGINEERING 17501 E.17th St.,Suite 270 y o r
Tustin,California 92780 No.C-042697 COLLIER AVENUE AND CENTRAL AVENUE
'THESE PLANS HAVE BEEN REWENED FOR COMPLAIANCE WTH Tel:(714)573-9999 THE APPROPIATE CONDITIONS OF DEVELOPMENT AND/OR OTY
■SURVEYING&MAPPING Fax:(714)573-9877 Ep. 3-31-04 * AND STATE LAWS,AND A PERMIT CAN BE ISSUED."
Email: info@nbceinc.com
s, ,p - CITY OF LAKE ELSINORE
■PROJECT MANAGEMENT www.nbceinc.mm 1Tf OFICALIFpQ�' SHEET 5 OF ]]
Raymond O'Donnell RCE#26603
RIVERSIDE DRIVE
G o N - INSTALL NO PARKING (R26) SIGNS AND POST @ EVERY 200' .
N BOTH DIRECTIONS ALONG COLLIER AVE. B/W RIVERSIDE DR. AND CENTRAL AVE.
o�H ] FROM STA. 10+00 [3+04.80m] TO STA. 36+71.20 [11+18.98m] Zo
N N
a I
2 35m e'[56n n'[.,m] 19'[se]
2
I z<
O U?
50• A R I �; '33' p COLLIER AVENUE 16 < 0M a0
[15.2m] B ++ ++�m o'
R -- - fEX.R/W -- --
__ EX RT--
¢ 3 A 2
1 - E F G J - -- -- --
EX' _-- ,e N eus star+ .-��� <<<,,,J��� 46' [75m] K E G
�^1,
RESTRIP ,2 m f V 13 L �� EX. PROP.E/P _�L_ 2 5
-- 1 --- '' \/�� -- 9 4 ,-oE. ,.; 535' —
__ 00 1 11+0o R N.€ 12+00(f63.1m + - - 14+00 1+Ga 16+00 f • 36.6m 18+Go �s�n=_= se+mo—
[3+a0m]
I
-- ---- - ----- -ter �K---- -- 1 1 R b
= Ql1i
,
s� -- -- — __ -- -- -- -- --
—— , EX C/G `EX.E/P—— R/R 1 PROP.E/P 2 1 1 b
3 ( 5 5 5 � 2 J \\ a
to EX.R/W— �\ 4 p H J
O R I \ PROP.R/W J \
A R 10
u
vo Z
a I
L1M1T L1N I 9 J
�12f.9mJ 5
m I O?
W 6tln O a- IE
1t[7m] [ .22 .m] 24m] N Q �++ +w N
16'"12 2 +
T-1�-60 11 ] I� w tD SIGN LEGEND: (FOR THIS SHEET ONLY)
W p
{I W 0 W41 R2 W17
Q R1 R18-2 R-26 W73-A G27-2(15)
2 ( 8 LLJO (Yw[SNyS G28-2(74)
= �. 1 II�^^ Q + ,"�M R RIGHT LANE G34 � 31P1EED G45 G49 G46 RU1F OF �9 NTERSTA
V/ ~ e
V s T PII FORN/ LIMIT LANE
Scale: 1"=40' dLn
TURN RIGHT 7llil
N YYYY A D 7 4 WEST 45 PAR�IKWG ® EAST ® TO 5
w
4 Z > [Q-
10 QLn
17+17.00 I 9 (- 0O
[5+23.34m] Z Z
IND TRANSITION `I I P(D-r 0 C
S I I D I (n Q STRIPING CONSTRUCTION NOTES: SIGN CONSTRUCTION NOTES: G47 G48 U)kD
h
2 � 0 �'�`REMOVE EXISTING,CONFLICTING STRIPING AND MARKINGS BY SANDBLASTING OR INSTALL SIGN(S)AND POST OR POLE. NORTH SOUTH [ 6 ~j
APPROVED PROCESS.
+ R REMOVE EXISTING SIGN(S)AND POST OR POLE IN TOTAL. g`
q I 't O—APPLY THERMOPLASTIC 4"[100mm]DOUBLE YELLOW LINE WITH TYPE"D" 5
5 „ i Z W — MARKERS PER CALTRANS STD.PLAN A20A,DETAIL 22. p PROTECT IN PLACE EXISTING SIGN(S)AND POST OR POLE. O O
L" I r� O APPLY THERMOPLASTIC 12'[300mm]SOLID WHITE UNIT LINES PER CALTRANS REMOVE AND REINSTALL/RESET EXISTING SIGN(S)AND POST/POLE.
�O Sul Q lO STD.PLAN A24E,AT ALL APPROACHES.
o-APPLY THERMOPLASTIC 8'[200mm]WHITE CHANNELIZING LINE WITH TYPE"G"
13 d + MARKERS PER CALTRANS STD.PLAN A20D,DETAIL 38.
2
5+86.00
8 I O Q I APPLY THERMOPLASTIC 4'[102mm]WHITE RIGHT EDGEUNE PER CALTRANS STD.
[4+83.34m] 1O I z CIO -4PLAN A208,DETAIL 27B. EAST
BEGIN LANE DROP LIN 1
J 6 JOIN EXISTING STRIPING.
µ1FORM,
U) 7 PROTECT IN PLACE. MITE ON ��I
8 APPLY THERMOPLASTIC"THROUGH"ARROW PER CALTRANS STD.PLAN GREEN `t
15+37.00 11 Z O A24A,TYPE I.(5.49m) EE
II \
BEGIN ON j LL APPLY AN A2 A,TYPE
"RIGHT'OR"LEFT'TURN ARROW PER CALTRANS j
STD.PLAN A24A,TYPE IV. TO
H
10 APPLY THERMOPLASTIC'THROUGH AND LEFT'ARROW PER CALTRANS STD.
N N o PLAN A24A,TYPE VII(L).
� ' 15
Iu C J 11 APPLY THERMOPLASTIC'SIGNAL7^PER tAtiRAN$STD.PLAN A24D.
I I _ MITE ON
12 12 APPLY THERMOPLASTIC"AHEAD'PER CALTRANS STD.PLAN A240. BLUE NORTH 30UTH
C 14+55.00 N RESTRIPE IF SHOWN ON PLANS.
AV-BUILT BEGIN PAVE 13 APPLY THERMOPLASTIC [100mm]LANE DROP LINES PER CALTRANS STD.
BEGIN PAVEMENT ANDI jSEE PLAN A20C,DETAIL 378. n SHOULDER TRANSITIONI yln ETAIL E
NuI P
DETAIL 'E' 0
ss-o3 j N
CAVIC 0. 42M 31-04 RIVERSIDE DRIVE
DATE
R.C.E.NO.4Yp7 EXP.3-91-04
NIIG YdllYl°IlOIYIITION W11t SUPPLIED BT THE CDNIRRCiDN -
CALTRANS PERMIT NO. 08-01-N-SN-0251 J
REVISIONS ■CIVIL ENGINEERINGpµoFESSZG,yy1 PREPARED UNDER THE SUPERVISION OF DATE
NUMBER DATE INITIALS APPROVED NBCEE Inc.InC �eyPpO N/EN9yycAid a 12 4 2001 SIGNING AND STRIPING PLAN
IN TRAFFIC ENGINEERING 17501E.1fornia,Suite 270 o s � � COLLIER AVENUE AND RIVERSIDE DRIVE
c No.C-042697 z
Tustin,California 92780 'THESE PILMS HAVE BEEN RENEWED FOR COMPLNANCE KITH
Tel:(714)573-9999 THE APPROPIATE CONDITIONS OF DEVELOPMENT OR CITY '
■SURVEYING&MAPPING * ExP. 3-31-04 t AND STATE LAWS,AND A PERMIT CAN BE ISSUEDD. r:�.. Fax:(714)573-9877
n ■PROJECT MANAGEMENT www nbce n®cominc.com sl9T CIVI1. PAP -
FOF CALVEo 'Raymond O'Donnell/ RDEj 26603'-s °` CITY OF LAKE ELSINORE SHEET 6 OF 11
M E G I
I
= �
� E I
N n
SIGN LEGEND (FOR THIS SHEET ONLY)
u I I n 1-'��i 6N 15+37.36
4+68.58m
W41 R2 W17 O I h g I BEGIN TRANSITION
R1 SNS G49 R61 R61 R-26 2
c28-2(74) c34 SPEED-. G45 C�
�x R
STOP G�
uMrr
C
� � � PANG C I 13
YYYY EAST a7�4 WEST 45 ' OILY OILY OILY OILY '� 00
o
N o6 I °
�I
O O O O O O O O O O O O O O 1 li L ii I 5
W73-A R18-2 TYPE EL ILL u I ii
G27-2(15) > II
G59 LU UJ 5 it ii 14+17.36
NTERSTA RIGHT LANE O > M u
n 4+31.98m
STRIPING CONSTRUCTION NOTES: SIGN CONSTRUCTION NOTES: �.�. � u $T (aJ Q I� p END TRANSITION
TO 1 J M R
REMOVE EXISTING,CONFLICTING STRIPING AND MARKINGS BY SANDBLASTING OR INSTALL SIGN(S)AND POST OR POLE. R TURN RIGHT O +
APPROVED PROCESS. !h� O In 9
U REMOVE EXISTING SONS)AND POST OR POLE N+TOTAL- d y
O-APPLY THERMOPLASTIC 4-[100mm]DOUBLE YELLOW LINE WITH TYPE'D' 0 P O R S Z
2 MARKERS PER CALTRANS STD.PLAN A20A,DETAIL 22. REMOVE AND REINSTALL/RESET EXISTING SIGN(S)AND POST/POLE. O O O O O 10 W Q 4 f
APPLY THERMOPLASTIC 12'[300mm]SOLID WHITE UMIT LINES PER CALTRANS Z U I O
STD.PLAN A24E,AT ALL APPROACHES Q
z z 0 1 1
APPLY THERMOPLASTIC 8-[200mm]WHITE CHANNELIZING LINE WITH TYPE'G' UI O I a
MARKERS PER CALTRANS STD.PLAN A201),DETAIL 38. HH J r� I t7
APPLY THERMOPLASTIC 4-[102mm]WHITE RIGHT EDGELINE PER CALTRANS STD. Q E COLL/ER AI�ENUE / a
PLAN A208,DETAIL 27B. Z
6 ko
JOIN EXISTING STRIPING. , \
O O
7 PROTECT IN PUCE.
I— +
8 APPLY THERMOPLASTIC'THROUGH'ARROW PER CALTRANS STD.PLAN U U M g
A24A,TYPE I.(5.49m) Z LU '-'
APPLY THERMOPLASTIC'RIGHT'OR'LEFT'TURN ARROW PER CALTRANS w 0 � a \
STD.PLAN A24A,TYPE IV. Q = 0 9 \
10 APPLY THERMOPLASTIC'THROUGH AND LEFT'ARROW PER CALTRANS STD. d 0 2
PLAN A24A,TYPE NI(L). O O +
Z m J 1 8 \ _
11 APPLY THERMOPLASTIC'SIGNAL'PER CALTRANS STD.PLAN A24D. J ri R
\ \12 APPLY THERMOPLASTIC'AHEAD'PER CALTRANS STD.PLAN A24D. I-
� � I �
13 APPLY THERMOPLASTIC 4-[100mm]LANE DROP LINES PER CALTRANS STD. � W
RESTRIPE IF SHOWN ON PLANS. $4 \ \ \ Scale: 1 =40'
PLAN A20C,DETAIL 37B. Z 2: ;'
80
. H �
U I a
Z \
N LL LL ]
m o ii10 12
8.
� aZ / r46Uft[Elf.,
12'1
� I Z 1
z UO F wow Iw
E S \\
F w o w 0 Lr)z N °0 R x 5
is 0 z a
y AVENUE
azM + z +w COLLIER A R e i E% R/W ` ___ .
Z f- n._.w .tea
+o+W +W+ N N N € G F E R -- - K 5
�T�m .". n N Sus STOP
H 5
-- -- -- DTI
-- - -- _ -EX R .€ �:E 8 A R q 9
n PROP.E R
_ a
+00
30+00 31+00 _3 R �S+A� -�+.�-__-_PROP.E 0 S3 ..i 2 36+00 / 1 37+00 9 > 39 _ 5O' (181
.. - 1 +�-- - —i —__ —1== t" -� _ _G- '.6 - [�2+OOm] ==-L20'1
—_ — 1--- ---- -- ----- - - - - - - --- - - ------ --- 1 =_ 0.3m - 7
__ ___ ___ _ ___________ _____E N _ \
o � 9
�J6.6mJ 490 149.4m f S+
p- m
�LLLL -- ' 2- 9-- q -- ' -- -- -r 2 1 4 Ex R/M' 3 1. _ EX 1c - - - - - 12 1 6
WHITE ON � � � _ -
GREEN L I R l 5 CEN7RIL AVFiVUE '' S "T�----Fw' Ex.R/w € 9 1 2 ' �-
O N
O _ a v G7-1 L D E R A R I 3 ;; 4 / J 2 I..
WHITE ON <MI I
BLUE Pz WC)
O 246 [75,] cai o f x 2 .1 n j R A B 1
u o
I
I"�
I+\,N F n E 0_ AF
NN N-� I`.D UDO•F
++ +�+ Nry za W 45' 19'I
rAi°a° "✓aC _ a0°' m-au•• 1(13.7m], [ �Fa
AS—BUILT I INSTALL NO PARKING `R26) SIGNS AND POST @ EVERY 200 +� ��+ h ^ o
/�/�// � � 0
�-✓//"/ -sr.0a BOTH DIRECTIONS ALONG COLLIER AVE. B/W RIVERSIDE DR. AND CENTRAL AVE. e
O N
DAVID .NIKNAFS S DATE N vT C N
R.C.E.NO.42897 EXP-3.31-04 I FROM STA. 10+00 [3+04.80m] TO STA. 36+71.20 [11+18.98m] u ;; 6 „ , -
WNE,4}iYKTWWBYAT1011 W SUPPLIED BY THE CONTRACTOR I ii 9 z
CALTRANS PERMIT NO. 08-01—N—SN-0251 E
REVISIONS ■CIVIL ENGINEERING �pFOFESSlOV� PREPARED UNDER THE SUPERVISION OF DATE
NBCE17tIncsLlitez7o oO NikNFyc ,( � SIGNING AND STRIPING PLAN
NUMBER DATE INITIALS APPROVED y r s� 12 4 2001
■TRAFFIC ENGINEERING 17501 E.
Tustin,California 92780 No.C-042697 COLLIER AVENUE AND CENTRAL AVENUE
'THESE PLANS NAVE BEN REVIEWED FOR COMPI,VANCE WTH
Tel:(714)573-9999 31-04 THE APPROBATE CONDITIONS OF DEVELOPMENT OR CITY
■SURVEYING&MAPPING ♦ 3 * o
Fax:(714)573-9877 Ems. AND STALE UIS,AND A PERMIT CAN BE ISSUED.
I �
Email: info@nbceinc.com sr CIV11. ��r p�
■PROJECT MANAGEMENT www.nbceinc.com 9TfOFCAUFOP �RD a�d0lDonndlu 6603�-s1 " CITY OF LAKE ELSINORE SHEET 7 OF 11
RIVERSIDE DRIVE
I
8 10 l
F Scale: 1"=50' 0
COLLIER AVENUE I COLLIER AVENUE -- o�
-- W
WW t 11+00 12+00 ikW 1NOU 13+00 12+00 1)�Op --� 11400 -MfOY 31f�p I 22+00 2SF00 2� '(�0
— =— - --- - -- - - - — -- - -- - --- - z0
Q\I oin �Y 1 ++ 1 m+ 1 \ I o+ 1 ++ —I ,w C
PROPOSED TYPE 170 CONTROLLER g,+
TYPE 332 CABINET 3 2 T 2 2 2 2 2 r
S SEE SHEET 4 #6 /6T T T
1e Ner AeT C
INDUSTRIAL CENTER WAYT
I
RIVERSIDE DRIVE i
TRAFFIC SIGNAL INTERCONNECT NOTES:
�— FURNISH AND INSTALL 2' [53mm] PVC CONDUIT TYPE ONE, CENTRAL AVENUE
WITH 6 TWISTED PAIR #20, SIGNAL INTERCONNECT CABLE
(SIC) PER CALTRANS STANDARDS AND SPECIFICATIONS. MATCH LINE STA 12+00.00
�
-. FURNISH AND INSTALL No. 6 PULL BOX AS — — —SEE SHEET 9— -7
INDICATED. - I
3�— CONNECT PROPOSED 6 PAIR No. 20 INTERCONNECT
CABLE TO TRAFFIC SIGNAL CONTROLLER ASSEMBLY.
0
0
0 2 z 11+
um) 1 +9m) 2 z
0 COLLIER AVENUE
� -- — — COLLIER AVENUE -- — -- -- -- 2� D+99m, — — — i
F- Foo 2s�ao ze+ao 2)+00 2 00 2 oo so.00 3— 32+m --�a�--- — s+. x. g 37—
0)0 I -,
Wf
W - �
on 1 c 1 1 3 PROPOSED TYPE 170 CONTROLLER
,� on TYPE 332 CABINET I
U I 1 \ 1 ++ m 3 ++ + SEE SHEET 5
I �
Q I 2 II 2 2 21 2 2 8-
OT ,6T #6T
HUNCO WAY CENTRAL AVENUE
AS-BUILT i
aDAVD D.141104AFB DATE m
ROPE NO.42ED7 h ,.., •- EXP.3�7F04 SCdI¢: 1"=SO' �.
- ax—."�s suvruco n)"c collra..croa, zz
CALTRANS PERMIT NO. 08-01—N—SN-0251 g t
i
REVISIONS �COFESSIONq� PREP ED UNDER THE SUPERVISION OF DATE
■CIVIL ENGINEERING NBCE, Inc. ��oo.N,�NFy� TRAFFIC SIGNAL INTERCONNECT PLAN
NUMBER DATE INITIALS APPROVED LNL
p12 4 2001 17501 E.17th 5t.,5ulfe 270 a COLLIER AVENUE
■TRAFFIC ENGINEERING No.C-042697 ATustin,California 92780 'THESE PLANS HAVE BEEN RENEMED FOR COMPiAIANCE NTH
Tel:(714)573-9999 THE APPROPIATE CONDITIONS OF DEVELOPMENT AND/OR CITY
■SURVEYING&MAPPING Fax:(714)573-9877 ; E,. 3-31-04 • AND STATE LAMS,AND A PERMIT,O BE ISSUED.'
■PROJECT MANAGEMENT www: infoccominc.com 1pr, Clvl� p
F0F CAL\FO Donnell RCE 26607- -o CITY OF LAKE ELSINORE SHEET g OF 11
J-
}
TRAFFIC SIGNAL INTERCONNECT NOTES
O— FURNISH AND INSTALL 2- [53mm]PVC CONDUIT TYPE ONE,
I-15 SB RAMPS WITH 6 TWISTED PAIR #20, SIGNAL INTERCONNECT CABLE
q (SIC) PER CALTRANS STANDARDS AND SPECIFICATIONS.
2 Scale: 1"=50' FURNISH AND INSTALL No. 6 PULL BOX AS
l
O I E%,COND IT k EX 2 PAIR 19 CABLE INDICATED.
/ ( ') a— CONNECT PROPOSED 6 PAIR No. 20 INTERCONNECT
CABLE TO TRAFFIC SIGNAL CONTROLLER ASSEMBLY.
01 j �00
rq CENTRAL AVENUE 'o �-
- - - - - - �
ow
2 ~I � _
w J _
T -E E IE W
Q $n o T mm T u
YY ^. mv+i EX TYPE 1 C 7ROLLFR� 1 2 TYPE 332 CABINET
2 2 Q
2 l� Z
d
) I
I I
I-15 SB RAMPS
I
I
I 'I
I-15 I-15 NB RAMPS DEXTER AVENUE
I I I
i
EX.CONDUIT k EX. 2 PAIR 19 C I EX.CONDUIT h EX.12 F IR 9 LE EX.TYPE 170 CONTROLLER
( ,) I (Typ•) iI TYPE 332 CABINET
I
o
o CENTRAL AVENUE
0
o
00 00 2ii00 22100 23h 1 2H00 25.U0 4+4�27+W 2NW
Q
�0< J�
w --
zw I I
W EX CONDUIT a<EX 12 PAIR 19 CABLE ! -
j /. EX TYPE 170 CONTROLLER
T (TYP.) TWE 332 CABINET
AS-BUILT
I 15 I-15 NB RAMPS DEXTER AVENUE
I
q i �
Scale: 1"=50'
L
OfiYiD 0.NO.42 7 DATE
R.C.E.NO.IYl97 EXP.59144
HWM.AS4LW W0wKM wAS 79HLIE9 HY THE COHIHACI9A
CALTRANS PERMIT NO. 08-01—N—SN-0251 g z
REVISIONS p{ioFESS1oy PREPARED UNDER THE SUPERVISION OF DATE
---�- ■CIVILENGINEERING NBCE, Inc.
sDlcez7o NIK� �1 ✓1--�r� / TRAFFIC SIGNAL INTERCONNECT PLAN
NUMBER DATE INITIALS APPROVED 17501 12 4/2001 CENTRAL AVENUE
■TRAFFIC ENGINEERING W
m Na.C-042697 �
� Tustin,California 92780 'THESE PLANS HAVE BEEN REVIEWED FOR COYPLAIANCE WITH
Tel:(714)573-9999 THE APPROPIATE CONDITIONS OF DEVELOPMENT W/OR CITY I c
■SURVEYING&MAPPING Fax (714)573-9877 * E2p. 3-31-04 * AND STATE LAWS,AND A PERMIT CAN BE ISSUED.Ema o
www. ceinc.bceinc.com sj F,CA �3 CITY OF LAKE ELSINORE c
■PROJECT MANAGEMENT www.nbceinc.com OF CALYFpP SHEET 9 OF 11
a and 0 Donnell RCE�26603
COLLIER AVENUE STREET IMPROVEMENT CONSTRUCTION NOTES:
ul CONSTRUCT 5" A.C. OVER 10" A.B. ( CLASS II ). PER CALTRANS
SPECIFICATIONS.
RIVERSIDE DRIVE ' SAWCUT, JOIN, AND FEATHER. `
FFI JOIN EXISTING.
E o�E a�w oJE Y I V
m cm i oc4i �� 4 PROTECT IN PLACE.
,..�. � lb
,�,�, 6m. vyf"- tom. i
$ 8 $I3 8 REB $°��' 8°�"� 8°�' 8�, 8 R1,� I O— CONSTRUCT 4' SHOULDER PER CALTRANS STANDARDS AND
Rnn $ 8,n„`n� 9m$ B 9�' 9-14 $ 8jz.E & °� "I I ° �� SPECIFICATIONS
�� � .m ^�' �Nm � 8, on �� ADJUST UTILITY VALVE AND/OR MANHOLE TO NEW GRADE
(31 �m
—— —— — — EX R/N ,� J ` C R/w ASPHALT CONCRETE DIKE PER CALTRANS STD. PLAN ,
` 'I \ _ A87S TYPE TA
3/ A EX c �q� 1
--------------- -- --- --------- -- �y < y ^. -- -- -�.-- ----� —-- ,>;- CONSTRUCT 24" CORRUGATED METAL PIPE AND JOIN EXISTING /
ts+ao 3 tBaao y n+oo 1 EX E/P te+oo E� A TR tB+00 E� �;+ - ----- ----2t+Op .,,- TR -- PIPE USING ANNULAR BAND PER CALTRANS STANDARD PLAN, /
D97A.
[5+00.] N 43'13'14 E 2 EX E/P E - [B+OOm]
REMOVE EXISTING TREE.
j
CURVE DATA
rc rc X R/W m a., rc ^ �
mE E ,E, E m� 5 mE mE �r 20+as. B+zB.sBm ECR CURVE ANGLE RADIUS LENGTH TANGENT
Nma22' 7t-Q'R A 89-53' 24" 50.00' 15.24m 78.04' [23.79m]49.90' 15.21m
S E P20.71knJ L3.35m1 R [ ] [ ]
R R RI
8h7 $ 8°f^ $°..r' 8 $wE 8 o: r' t0+4at 3+tae5rn eat B 90'O6' 27" 35.00- [10.67m]55.04' [76.78m]35.0T [10.69m]
cT I BEGIN C7 OF AC BERM
m4 nm� rc� �� ge $ v{ �+aa 'R+�a $+Nm �mN $n- 'n 55d16 0.p R
- o $ m m n c� m $mr 9 I L20.78m P8.09m]R
Sg�� 8wB Sg�� o� f u �r
fi 8� ��•E go. R ' GJ
+s _ Y LEGEND zc
I S
EE h,l h PROPOSED AC PAVEMENT
a
5 � � PROPOSED AC SHOULDER
Scale: 1"=40'
MATCH L-INF- STA 12+00.00
SEE BOTTOM LEFT
COLLIER AVENUE
i
E u1 �S jr �� iO�JS n m E E m 0
moo•
COLLIER AVENUE _ $ $ - xm� m
0 APJE 8°w^E n� 8a'F 8� 8u^E 8� 8 8P.rE 8°E ff E x
O fc!^ — �w nm�� g,JN ��S gNi.� �'�o $xo ��� - ��A a - @
mNH Jwo� nr 8n� +fir ab
OA
nfL Q I _--_---— a Eo
7-7
- - - -- - i
- -- _ -- -PROP.E --
^L /
l oq_----- tsroo ts+oo-------- - +oo _}%+oo
_____________(4t00m ____ -------------------- --------------------------- _______________-__-__-__E_-__-__-______--
-
�--
______ _ __
>LI11 _ ___________________ � y _
, c —-------------
W A - R,� PROP.E/P 5 -- -- -- -- -- -- —
ie
OAT
;JA
m mT
5PE
AS-BUILT
Scale: 1"=40' O
5-A iD D.NIKNAFB -- - DATE
R.C.E.NO.42807 EXP.3.31.04 '
IIM,ASaI1113 IiGtlI1TI0N WAS SUPPUEO BY THE CONTRACTOR y
CALTRANS PERMIT NO. 08-01—N—SN-0251 [ W
REVISIONS �pO 2001 FESS10 PREPARED UNDER THE SUPERVISION OF DATE STREET IMPROVEMENT PLAN
■CIVIL ENGINEERING NBCE, Inc. o o.N kN9ey� �lj� 12 4 RIVERSIDE DRIVE (STA 14+55.00 TO 19+30.14)
NUMBER DATE INITIALS APPROVED
■TRAFFIC ENGINEERING vso1E.vtnst.,Suite 27o op s (STA [4+43.48m] TO [5+88.31m])
z 042697 o. a
Tustin,California 92780 N C- 'THESE PLANS HAVE BE41 RENEMED FOR COMPIAIANCE NTH COLLIER AVENUE (STA 10+00.00 TO 19+81.52) �
Tel:(714)573-9999 THE APPROPUTE CONDITIONS OF DEVELOPMENT D OR qTY
■SURVEYING&MAPPING + E, . 3-31-04 • AND STATE lAWS AND A PERMIT CAN&ISSUED'/ (STA [3+04.80m] TO [6+03.97m])
Fax:(714)573-9877
• Email: info@nbceinc.com J`
■PROJECT'MANAGEMENT www.nbceinc.com TgTFOFICALIFOR�\P ���dQ.._.� f-sf-BL CITY OF LAKE ELSINORE SHEET 10 OF 11
RII and 0 Donnell RCEJ 26603
CENTRAL AVENUE
SEE BOTTOM LEFT
_MATCH LINE STA 11+50_00
j -I 11171+00.00E00 33+}35.4am
- NUE EP L 0.40m]R \
COLLIER AVENUE o
m= �
nc _ ems- W F +�f $
6n' .s 9 Sm gm. �l�" gm g & � 9Ja � a Id .t C K � am� W "9� � � �o� i �S �� + ++: + m A a
�" #?� #� #=r- : " # a v� � r �r �r 'r SF fs 3 �� 3W �' �S + ± F,* + g m
C1 B B 6 8 6 6 B b ���� ado - - 'el
88Pr + 8er
n, $�" $°�' $�^ $eF' $a'—E 8,5 $°W-' $aW^ +, $aW" $.Pl^ $ffi7 $,°.f--' $ --' `� w^E 16, $ ^ $ n HNE �i m� $,°f• Nai ,3
Roe- �Fs R� s�Y R $"E $NE �� 5 �� b ^ �� fin$ �s s�91 RA P. � 6 6 �Ex R�LF � �� � +
Pb N N� N 7 NH N� n Nti N$] e°I N� ti N� N So +i5 .n� + r3 +� T8M R 5 Ci v �•
EXR \ of
—— —— —— — . - _
3 —— — 7 E _ PROP E .. > :r , l 1
��
.... -PROP,
D 6 7E' '6 �'I ffi 11 ,I �'i +Ool'�'I -
- -zg+oo--- - --- --------3°`°°.. " -- ----- --31+ao --- -- -------+- - -- - - L 1 I ,J 11 illl 37+00
f - I 4 - 1 T - r - - --- - - i
___I __(y+OOm]-__ _E___ _-_ --- ----- N46531 _W _--E+O+00-11 _____ __ ,H �� _ r1 ___ _____ _____ ______E________-H1+0Om} -_--__ _F______
---. --- ---E --- --- 3 -- -F-- ---- --- ---- -- 2 -- ---- - E
- ---- t e - -- --- ---- - ------ 7 - -g + E------
--- ---- --- E ------ --- -- - -- _
F r-E
�a1nn � NE8 cE $ PROP.R/YI mH � mH a 8a _a 8p 6 -�elA r� 6 a gel El Cl 6a-€, 8g $f� 8- 8 E3 8 ffi, 8 er^�E 8 w 8 E3- 88°wB^
iSn Xo' $ � �Hw gel eel gN..l $N� $Nw $N$] RN� [23.2.] E z
N� N� $it 8 irk 8 el^m
3 yl8
113 + +Ar M
J STREET IMPROVEMENT CONSTRUCTION NOTES
aC1ti W i; s J V CONSTRUCT 5" A.C. OVER 10" A.B. ( CLASS II ). PER CALTRANS
SPECIFICATIONS.
CENTRAL AVENUE Q—SAWCUT, JOIN, AND FEATHER.
Seale: 1"=40' 3Q)—JOIN EXISTING.
o-PROTECT IN PLACE.
y CONSTRUCT 4' SHOULDER PER CALTRANS STANDARDS AND
SPECIFICATIONS.
ADJUST UTILITY VALVE AND/OR MANHOLE TO NEW GRADE.
CENTRAL AVENUE I-15 SOUTHBOUND RAMP 0— CONSTRUCT ASPHALT CONCRETE DIKE PER CALTRANS STD. PLAN
A87, TYPE A.
8O— CONSTRUCT 24" CORRUGATED METAL PIPE AND JOIN EXISTING
PIPE USING ANNULAR BAND PER CALTRANS STANDARD PLAN,
E D97A.
J E �, REMOVE EXISTING TREE.
1 8�E 8 8 er 8 er 8 w" 8 el E 8 fi^ S fi^ iR.0 CURVE DATA
E €€ c o &
O I g];" 8 r $o 8- g ox 8 mH $$ x b�� CURVE ANGLE RADIUS LENGTH TANGENT
O I 89-54' 18" 35.00' [6.10m] 54.14' [16.50m]34.44' [10.49m]
O -- PROP.E/P 5 3 D 89'56' 25" 50.00' [6.10m] 78.49' [23.92m]49.95' [15.22m]
-
E 90-00' 24" 35.00' [6.10m] 54.98' [16.76m]35.00 [10.67m] a
r �12400 2 1 — 13+00 N 4T 07'12-E 2 14+00 — 15+00 10+00 17+00 — 10+00
TE , 3F- + E5.00 i ------- --- LEGEND
Q I a+oom] ------- ---
8
I 2 At-
PROPOSED 66 x E/P3d)
O AC PAVEMENT
PROP.E/P ,•-c�•
—— \
[I_I z 5 r \------�
_ PROPOSED AC SHOULDER
U I /g Ji
'
$N"
Q f BgE 8°W^E 6E g�� nr Fe ha \ 1
9mn goy / �F 9$^ 90 gin 9 8$r Am"i
�m * tam tie, t� �?w B
8 7�a oaR o�
I
AS-BUILD'' q I-15 SOUTHBOUND RAMP
5-S.o3 Seale: f"=40'
llY<u�. NiK F8- am
F►C.E.NO.42697 EXR 3.31-04 w
NOTE:AS-POT INVOTNNI WAS SWPLIEO BY THE CONTRACICR
CALTRANS PERMIT NO. 08-01—N—SN-0251 $
REVISIONS �OFESS/pp PREPARED UNDER THE SUPERNSION OF DATE STREET IMPROVEMENT PLAN
NUMBER DATE INITIALS APPROVED a CIVIL ENGINEERING NBCE, Inc. y�°,o D.All K9��y �L� 12�4/2001 COLLIER AVENUE (STA 28+36.00 TO 40+42.13)
■TRAFFIC ENGINEERING 17501 E.17th St.,Suite 270 o s r (STA [8+64.14m] TO [12+32.04m])
Tustin,California 92780 N. C-042697
"THESE PLANS HAVE BEEN RENEWED FOR COMPWANCE NTH CENTRAL AVENUE (STA 10+00.00 TO 15+68.84) c
Tel:(714)S73-9999 THE APPROPUTE CONDITIONS OF DEVELOPMENT OR QTr STA- 3+04.80m TO 4+78.18m .�
■SURVEYING&MAPPING Fax:(714)573-9877 * EV. 3 31-04 • AND STALE LAWS AND A PERMIT CAN BE ISSUED/
b
Email: infocc.comnc.com s, .� ���� CITY OF LAKE ELSINORE SHEET11 OF 11 �.
III PROJECT MANAGEMENT www.nbceinacom gTEpFI�A�\FOQ'� ��I-2s-oi
Donnell RCEJ 26603
i