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EXISTING CURB & GUTTER o�
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' ' EXISTING STRIPING Fwl. s�tirvsj — Ds� ona1cta 46 1 42 N
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_. STRIPING BY OTHERS N
-_ __ _ -- CONSTRUCTION NOTES
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43 5! 43 TO REMAIN
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45 rn ..
••.• • ...••»• 45 � ••• .•••»••..• »•»»..•••« 45 h &_ PAINT 8" .WHITE SOLID STRIPE W/TYPE G MARKERS
PAINT 4 WHITE SOLID STRIPE 1 TYPT h MA¢rEe� TS o c-
a a C 'Ase Fn 16, 6Y o'T►dERS ---_--- 41 " W
I FJTu E s /
� !'r` "•-'•• -.' �� «� �� STOP
o SOUTHERLY R/W 42 PAINT TWO-WAY BARRIER STRIPES W/TYPE D MARKERS
Rq 5� YIIVI
PAINT TWO-WAY LEFT TURN LANE wf TVPE 17 MA�+<eS
G44 PAINT 12" WHITE SOLID STRIPE
to $ 00 OG 45 PAINT WHITE ARROW PAVEMENT MARKING
+ 4t M + h 46 SANDBLAST AND REMOVE EXISTING PAINT STRIPING
UJI
Q 47 47 INSTALL R 26 S SIGN ON STREET LIGHT POLE
T 47
y INSTALL W-18 SIGN PER CITY STD. 402
O-- 4E1_OCATE r-5 �45) s14M To /JOTEP SzATIOF-1 (3431-1z)
Q
Sr7 /AlSTRLI W-/! S/6�n/ /E� .P STD. wJo, 402-
� SIGNING AND STRIPING
1 . /All details and dimensions for traffic signs And the
Installation thereof shall conform to the Caltrans Sign
SpeciEicaitons, Traffic Manual, and Maintenance Manual . 51 PArr�1T 9•• WrDE BQOKEAI nc/NrTE G4,t/E SrCrP/N4, W TyvE y M.4e,�EpS
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2. New and relocated sign-, shall be installed usinq green nonPA/A/
-perforated Unistrut posts and anchor sleeves except as noted. `JZ f S/4�11.41 glJ6/10" LEI�E.UO �y�' F,toM X-W�4L.K III` 4I'AvA,eT)
Sign posts shall be 1 3/4" x 1 3/4" and of sufficient length
to extend from the top of the sign(s) to between 6 and 8 W
53 rA/ST,ILL W-41 .314A! .Is A/o1Ev.
inches into the anchor sleeve and provide 7 feet of clearance _j
between finished grade and the bottom of the sign(s) . The Q
anchor sleeve shall extend 1 to 2 inches above finished grade /�c/S7ALL No f'<1,�C/A1C7" `B[!s SfoP" 5/4.I•
y O ------ ¢� yc1/vE dip y1IJr 57e/PE (ic/G M� es)
and shall be 2" x 2" by 30" lnng. Post shall be attached to
the anchor sleeve utilizing Unistrut drive rivets at right
angles to each other. Attach signs to post using the drive ROFES1t
rivets or other City approved techniques, Install R 26, R (4�Q �( C I T Y OF RANCHO C U C A M O N G A
26(S) and Neighborhood Watch signs on green 12 foot U-channel
posts when street light poles are not available.
C'� �Q , Y+h�gJ �y
6-
3.
3. Painting procedures for striping and pavement markings shall `
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conforrr to the _Standard Specifications for Public Works W Q SIGNING & STRIPING PLAN FOR
-,- - - ,- - - ,--- p- Q NI 1tb{1? 7D r'
Construction, 1988 Edltron and the following provstons:
-- -- ----- ESP, b-31.4
a. Palet, pavement markers and all details and dimensions for
ARROW ROUTE, HAVEN AVE. TO UTICA AVE.
traffic stripes and makings shall conform to Caltrans
r-
Standard Specifications, Traffic Manual and Maintenance CIVt�"
M:111Ua1 unless othorwi�e not Pd. Pavement leg--PylA- shall I �4T[� -� `�� HAVEN AVENUE, ARROW RTE. TO 823 SLY
conform to City of Rancho Cucamonga's maintenance ` Of CAL1Eo�
stencils.
b. Existing traffic stripe-, and markings that do not conform APPROVED BY: P�� Y DATE
to the plans shall be removed by wet sandblasting. rr \ Q�
RECORD DRAWING �G; ' �'�� CITY ENGINEER R.C.E. N0. 479
C. The Contractor shall furnish the necessary control points
for all striping and markings and shall be responsible for CONTRACT ENGINEERING CORP / L J ORA1h'N BY. RECOM ENDED
the completeness and accuracy thereof to the satisfaction ,� ,,. � DiKBICIi, GUE.RRA 8. ASSOCIATES, Inc.
p _ _ f . r
of the City Engineer. 1150 NORTH RICHFIELD ROAD, STE. A i 28476 ! W, CIVIL ENGINEERS
d. Spotting shall be completed and approved prior to removal ANAHEIM, CALIFORNIA 92807 1, DESIGN: 8331 UTICA AVENUL SUITE 150 SHEET :
of any existing stripes. Existing stripes and markings (714)579-3730 `� , R. C., A 91730 (7y4T987-4306
shall be removed prior to painting new ones, but in no AS-BUILT PLANS PREPARED UNDER THE SUPERVISION OF: i' 77E•0_
case shall an section of street be left without proper
Y
�i� \ !��-��,M�� � CHECKED: —_- - ___ DRAWING NO.
striping for more than 24 hours, or over weekends or �eaar , lkd2l� 3�3�-?i- � 0I, , `,E� / Theodore E �Dc "Iholidays. DAVID J. Moe C/RTHUR RCE NO.12502 REG EXP 3-31-93 DATE _ R.C.E.No.28476 Exp.Date7_� Datef / / // '
GENERAL NOTES
GENERAL NOTES
a
1. TRAFFIC SIGNAL AND HIGHWAYL T . LOOP DETECTORSFOOT BY 6 FOO1. EXCEPT AS NOTED. CENTER LOOPS IN THE
CASE I AND STANDA139 5PECIFICAM115—DATED 4ANUARY; 4988 AS SHOWN ON THE PLANS AND IN TRAVELEDRTI F THE LANE, EXCEPT AS SHOWN.
»P» CA SPECIALTHE I . q
ZoOG
OF SECTION R
DOUBLEI TRAFFICI I 7. L S HALL IT 2—INCH RIGID METAL. EXCEPT .
MEDIANOR
` I L. F ELECTRICAL SERVICES SHALL BE 1 LT. PROVIDE CIRCUIT BREAKERS FOR SIGNALS
- -fix PAVEMENT LEGENDS TO I 11 SIGNS, I . ( E AMP), ILLUMINATED I ( 1 ), HT1 (
E» CAB. 1200 WATTSR PORTION F). COORDINATE SERVICE DETAILS AND SCHEDULING
p
SIDEWALK 30 15" 1 " e ISTRIPINGI I I ACE F E C 1 TAIL .
• 449W, EDI
PLAN SECTION SIN—_ 2 00 co .
CONDUCTOR THE CH U IS FURNISHEDINSTALLATION I E ONLY. IT SHALL
• I T I CONTRACTOR'S RESPONSIBILITY T E CORRECT REQUIRED
TURNINGI "Oil CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS NTH OVERHEAD U11UTY OR FOR THE INTENDED OPERATION.
OWNERS.SUBSTRUCTURE PHONE UNDERGROUND SERVICE ALERTI
2, z
THRU LANE COMPANIES, 1 . LOCATION OF U11LIlIES AND SUB—
STRUC11JREST1 A IE .e
Fill AVAILABLE RECORDS. THE CONTRACTOR
• 1 " L I 1 G.. CALIFORNIA ICO. 1 —
® d . 4 " LICALIFORNIACO. -• 1
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CASE 2 ARE NOT SHOWN ON THESE PLANS. RAL 422-4133
„ „
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I I A LIMIT ICA A DISTRICT 17141987-25911
PLACEMENT.TO FINAL PRELIMINARY I I
(WATER )
• - LAYOUT. ) 422-4133
THRU LANE
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SIDEWALK 10 Ar
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PLAN SECTION
ce
Fill
coli
4 LANE I
TURNING LANE LINE
URB
EXIST. I
�yTHRU OR RIGHTlog " E.C.R.
to rTURN LANE "
CAB;- SECTION
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CAB to w
SIDEWALKFF—r--
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,,-TOP OF CURB FACE > 4 8 UC-6 LC
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PLAN SECTION
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TYPE *P* CABINET FOUNDATION AND LOOP DETECTOR PLACEMENT POLE LOCATION CODE U.S.N.S. LEGEND DETAIL
PAD DETAIL REFER TO PLAN FOR DISTANCE (EXACT LOCATION BY ENGINEER
MOUNTEDTO ADVANCE DETECTORS
INA RAIN P.E.U. I DETAIL ELECTRICAL
ENCLOSUREF ICASPRINGS
FROM ZINC COATED L < <
SHEET METAL AS PER < tn
C TO 120 V SIGN = cn
LIGHTING
P UNIT F .�� (
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TO I. S.N . ILL L I I
SPSSUP Fl T T 1 1 . . .T. CONTACTS
ATCH TOP OF SIMTCH AUTO 1 15A COIL 1
AC 5000 OHMS COLTON
SIGNAL ST T ( ) I 1 1
L_-------J CONTACT ENCLOSUREI I T
POMONA FOR PLAN LINDA
P.E.
CHINO UNIT MOUNTING TYPE 11 PHOTOELECTRIC ov 00 GRAND
DETAIL CONTROL WIRING DIAGRAM
83 RIVERSIDE
125 AMP METER P.E.U.
LOCATIONSAFETY SOCKET
PROJECT
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SOCKET
TEST UZ RFMo9Y&C.- AMV .45AZ IlAc,,I�IsrlV6 IC 7-3-a(e-4) -514-illiVANO e"eloeN1514 AA149' 7-jilill 100, 909 6_01- _eo
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BLOCKS
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DATE
CONNECTIONR j s ,
.--CONNECT alleZ441p A-61AI 0-1-5 amf rez4,oV e&P-4 Z75MIImll 4MV eec;1'_4C4r A117W CITY OF R NCHO CUCA ONGA
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A ® 1/ EQUIP GENERAL INFORMATION TAIL
I S V. 1 GROUND N STERE •
I APPROVED Y : AE UTY _ q - 9- y
I I � R.C.E. O. /
Li _j Li 1-167,405 CAA1 e6r "41M P
TO I. .N.S.
T L
T � >� SIG
PH T ELECT. LUMINAIRES J.F. RE C MENDED
CONTROL ��, _ �1mw 11 1A , 1�1 •
• DRAWN MUNICIPAL ENGINEERING DIVISION SHEET
���iV�� WIRING • ;� 1(TC� 3426 TENTH STREET
Riverside, CA 925012 1 OF 2
� I 714)6 3 209 FAX (714)686--5807 -
q � °• CHECKS .E. RA G NO.
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CA FILE NO. 8911704
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7' f 1 CONDUCTOR SCHEDULE CONDUCTOR SCHEDULE [CONT.] ::::] '
58
_4�—4 67
58
CONDUIT I I [
1704 -1
1—�N--6
AWG CONDUCTOR Ar A� A\ n A\ A� A\ r- �'--� [ [
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POLE SCHEDULE
1 1 2 2
4 .
3 I I
STAND
03 3 3 !3 —
3RD
' I I I. . . . SIGNAL
04 3 3R —04 2 2 O HEIGHT IM.A. LUMINAIREVEHICLE
3202
06 3 3 3 13 03 - ' ( 1 3
T—PED
2 2 j i r 1 SV-2—UM SP--1--CS 06
07 07 3 3 I I I i i ` I i � 29-5-- 0 3 ' S0' 1 RT 2—
MAS 1 1 I I I �,' I 'P'' 2 W° Arro ,a400 2 MAS MAS SV-1--UM SP-1—CS 04
:?24 2 I I 2" 3,a " " " 2�3„ s► U I ( [ [ 1 1 W. .� T _1_ 04
#14 04PED 2 2 2 _j I I I ° I '
06PED 2 2 2 =4 ALL CONDUIT I w I I I ! I [ 26-4 3 ' 15' c W. H a van AVE IMAs MAS SV-1—UM SP-1--CS �
4 2 L T I I [ I [ r�n I � 1 8800
I t � 1 t ®� �EE 15 30' 15' 2aa w. SV--2_UM SP-1—CS 02
02PPB 1 1 2 N I I �-
1 —(2T 2 2 PHASE DIAGRAM z
W. 2—MAS 1 1 1 1 1 1 1 - I I i It (F -�-5_ 0 3 ' ' 1 2 RTE S _1_T
2 1 `� [ [ I It I, I ,� Arrow MA sP-1--
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_ , [ I i t SV-2—UM sP 1 cs 0$
SPARE 3 L ' I 1 I; ,
I [01 o2 03 [� [t [ 26-4-80 3 1 �-{a van AVE MAS A SV--1--U SP--1--CS 6
TTL 1 15 4 t 8400
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#12 I.S.N.S. 2 [ [ [,t t I I L LEQUIPMENT
TTL 1 2 f I I _
EXISTING TYPE III SERVICEPEDESTAL
LUMINAIRE 2 2 — -- I I 2"c� 2
#10 SIGNAL 1 1 111--2
2 105 060=5
07 08 ,° I 2�N 6 I � C
TOTAL 1 3 / r--iI I [ _� [ [ �— "c� E)
,� r t i t i t [ t i [ t i
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f °� — -- . ► r r h I t ` P 137752E
ARROW _� � I
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ASSEMBLY. 0
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TO CITY REVIEW p APPROVAL PRIOR IT DELIVERY. _ � r
SLACK !2. LIMIT I S PRESENT WITH L I SUFFICIENT �DETECTOR SCHEDULE -SEEOTE OTHERWISE 1 -- -- -�t I 1 .
REPLACED.AND 3—S-2 SHALL BE OOP No. 3 45, RECOMMENDED BY:
--- -~.� 41 1
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1 1—N-6 I I I f
1I t tit t I I .
• SEE DETAIL � " 1 I l 1_ I L_�t L_�t �® I I
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OF
1 --l—E-8 [ I I [ a A B. IDATE:
67
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REVISION APPR. DATE
#5 2-�E� r-�� r-41 x I I x
YELLOW 2 __2—E-3 i t i [ [ I
1 2-�-w�-- � L_� �_.� � I � 0
4 I I I ► I
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CITY RANCHO CUCAMONG"' A
E I I I Ito
1_
GREEN 1 1 � [ I � c*4 TRAFFIC SIGNAL MODIFICATION PLAN
1—S-5 I I
1 --l—W-7
I I I 1 I
HAVEN AVENUE
1.� _ I ► I
—YELLOW1 I u I I [ A 4AT
[ I
I I [ �t ~'
1 i
irl a+ i1 IARROW ROUTE
I Ia. I ,a LJ ABI
GREEN APPROVED By: PEPV7� DATE
ATTENTION
I _ . . . . ,
1 I r r
UTILITIES SHOWN ON THE PLAN ARE BASED ON t t r tDESIGN
1 . I L 1 [ IJ.F. DAVIDSON
BE THE CONTRACTORS SOLE NEW ONEW
DETAIL 'wA'ORESPONSIBILITY ! EXISTING UTILITIES •. .A. now NEW NEW "mmNEW
CONTACTINGUTILITY AGENCIES, 1 1 I `�• i`�, [ Imomw ow ASSOCIATES INC
MUNICIPAL ENGINEERING 01VISIN SHEET
0 Ill
1 l 1 1 1 1 1/ I '�y r , i CL
342E TENTH ST•
L, `� I . . Ri erside, CA 2502 F
I 1 7
-4)683— FAX:(714)686-5807
' I I C
35458 DRAWING .
BREAK 1 .CKEIA C.Eo • 1
T FILE .