HomeMy WebLinkAbout2042-S INSTALL BOLTED TYPE POLE
PLATE - ATTACH TOP OF
SV-2—T TO POLE PLATE GENERAL NOTES
* IF X = 10' USE THESE DIMENSIONS
** IF X = 11' USE THIS DIMENSION �
WITH OTHER X DIMENSIONS Lu 1. Traffic signal and highwaysafety li hting systems per CALTRANS Standard Plans and
I Standard Specifications dated July 992, as shown on the plans and in the Special
Q E.C.R Provisions.
CROSSWALK
DOUBLE YELLOW STRIPE STRIPE w 2. Traffic signs, stripes and legends per CALTRANS Traffic Sign Specifications, Traffic
OR MEDIAN CURB FACE OR Manual, Maintenance Manual, and Standard Specifications. Conform pavement legends
LIMIT LINE 0 to city stencils. Reflectorize all signs, stripes and legends.
FIVE SECTION O 2'*
SIGNAL HEAD � � 3. Pavement markers and painting procedures for striping per Standard Specifications for
ImY THREE SECTION 3'** �L_"—B" -"B" Public Works Construction, latest edition.
SIGNAL HEAD �G I'� 4. Locate all substructures prior to construction. Hand dig foundations until clear of
a REFER TO PLAN FOR REMAINING LOOPS '* + 0 obstructions. Coordinate pole installations with overhead utility or substructrure
® X* E 5 1. 0 owners. Phone Underground Service Alert and concerned utility companies 48 hours
prior to construction. Location of utilities and substructures have been shown from
a search of available records. The Contractor shall conduct his operation in such a
manner as to protect not only the utilities and substructures shown, but other utilities
LEFT TURN LANE 31* a% or substructures that may not be shown on these plans.
U
e" WHITE TURNING LANE LINE am 5. Obtain approval for exact equipment, crosswalk and limit line locations prior to final
TERMINAL COMPARTMENT X-6' placement. Perform preliminary striping layout prior to loop detector layout.
2 POLE LOCATION CODE 6. Vehicle indications shall be 12", pullboxes No. 5 and conduit 2" rigid metal except as
rI VE shown.
SECTION SIGNAL HEAD 6► EXACT LOCATION BY ENGINEER IN THE FIELD 7. Electrical services shall be 120volt/240volt. Provide circuit breakers for signals (one
10'
X � 50 amp metered), illuminated signs (one 15 amp metered), and safety lighting (one
30 amp per 1200 watts or portion thereof unmetered). Coordinate service details and
MOUNTING DETAIL scheduling well in advance of need.
8. The CONDUCTOR SCHEDULE is furnished as an installation guideline only. It shall be
X-6' the Contractor's responsibility to provide the correct conductors required for the
INSIDE THRU LANE 2 intended operation.
NOTE: 4" LANE LINE OR 8" TURNING LONE LINE
ALL SECTIONS 12" 3'
NOTE: so 10' 6'
O ALL SECTIONS 12
3"
/
Y Oy
OUTSIDE THRU LANE 09—04 2 4" UTILITY COMPANY TEL. NO.
F(01)NA (y)
5� 1�
T
G L ELECTRICITY - SOUTHERN CALIFORNIA EDISON COMPANY (909) 947-8269
A GAS - SOUTHERN CALIFORNIA GAS COMPANY (800) 227-2600
PHONE - VERIZON CORPORATION (909) 608-1230
- PACIFIC TELEPHONE COMPANY (800) 227-2600
M A S— 5 A WATER - CUCAMONGA COUNTY WATER DISTRICT (909) 987-2541
DETAIL " A" LOOP DETECTOR PLACEMENT SEWER - CUCAMONGA COUNTY WATER DISTRICT (909) 987-2541
R,Y,G = 02, 04, 06 or 08 I . I . S . N . S . LEGEND DETAIL CABLE T.V. - COMCAST CABLEVISION (909) 890-0886
YA,GA = 01, 03, 05 or 07 UNDERGROUND SERVICE ALERT (800) 227-2600
REFER TO PLAN FOR DISTANCE
SIGNAL DISPLAYS TO ADVANCE DETECTORS
SINGLE INPUT REMOVABLE
EMERGENCY VEHICLE - STEEL CAP OUNT Y OF SAN BERNARDIN
PREEMPTION DETECTOR 8'-0"
ARM LENGTH
1 1/2" TO 3/4" SEE 24"60"
" INDEX OF SHEETS
REDUCER �_ SIGN TAB" i 2 —
DETAIL
- - - - - - T-- + 1 OF 3 TRAFFIC SIGNAL ELECTRICAL DETAILS
PELCO AB-0155-L HNISIDE srm 2 OF 3 TRAFFIC SIGNAL PLAN
OR AB-0132-L c
Q AVE wIlSON AVENUE 3 OF 3 SIGNING AND STRIPING PLAN
Arc' 8000
000 i COUPLING AT I D C1 MA T ARM SIGN WIRINBOTTOM- G awm 5TRW SUMS Ave"
(NIPPLE &
CONNECTORS
�— 80R" 6" BY OTHERS)
8'-0"
NOTE: LB CONDULET, STO CABLE, HANGING HG A HGtWI • AVENUE
HARDWARE & SIGN BY OTHERS
ARM TUBE SIZE GENERAL NOTES 19TH s,REEr SILVERBIM STREET
LENGTH END O.D. x BASE O.D. x THK. T SPECIFICATIONS RA N H 0 VICTORIA P�
MAST ARM " " " eel o psi minimum yield after obricobon 8 -0 2 3/8 x 3 1/2 x 11 GA. U CA ON G s� G'" TRw
MOUNTING CLAMP F /W
OR BA PLATESAS -3 tee AS A- Steel
& FLANGES aASE uNE Rand � umBACK CLAMP I - -- Grade B eel 91
ROAD
W 4 BOLTS MATERIAL SPECIFICATIONS
E VP OPTICAL DETECTOR ( STM A-307) BUIT WELDS Groundus with base metal � I T Y 0 NO. DESCRIPTION OF REVISION DATE CITY
LONGITUDINAL All welds shall conform to AWS D1.1 weld " +. APPROVE
�
SIGNAL POLE WELDS specifocation CHU" sTRW mtux rZ
DIAMETER AT
CITY OF RANCHO CUCAMONGA
24'FIN ABOVE STRUCTURE Ho di F a vanized per IAS - Sao Ee� ,no i—ONTANA
— � FINISHED GRADE P 9 P ,
WARF_ Hot dip galvanized per ASTM A-153FOaTHU )MMARD FaaTH111 E> A� TRAFFIC SIGNAL
EXIST. C & G DESIGN CRITERIA 1 ELECTRICAL DETAILS
1» ST C n accordance witha peci (cation or Structural
It CLAMP HARDWARE Supports of Highway Signs, Luminares and ' °w ` ":
Traffic Signals. AASHTO 1994 ^ °� A R C H I B A L D A V E
> EXIST. C & G
o „ WELDING n actor once wi t e peciflcatlon or Structural °�'
.Al SAN BERNARDINO RD
'OR" CAB. U "Rot3 1 1 1/2" DIA. Supports of Highway Signs, Luminaires and N APPROVED BY. DATE: Z—
� 4„ CAB. 4" HOLERN D Traffic Signals. AASHTO 1994
° PAD SIGNAL POLE
CITY ENGINEER R.C.E. N0. 24953
• CLAMP
i,) Z • e
DESIGN ECO ENDED
' ° ° a ° DIA. HOLE IN sTH STREET COON��F A.A.
��VARIES ° s. � •� 3» CLAMP SUPPLIED
10" ° �' WITH A TYPE F ARM_ _ _ It SAN DRAWN SHEET 1
PLAN SECTION _ OINTITAPPINGLUNT 3» 4TH STREET // A.A. OF 3 SHEETS
+ SCREW (PILOT HOLE RAD. (HOLD) ERNARDINO CHECKED DRAWING NO.
TO BE FIELD AS REQ'D. I T Y OF ON TARI
DRILLED)
>> >> NOTCH OR DRILL 1" DIA. HOLE 3" RAD. 1» 1»
TYPE R CABINET FOUNDATION AND FOR DRAINAGE IN GROMMET » 4 --� �- FES,SI
CE (FIELD L DRILLED) 1� DIA. — T R A F F I C SIGNAL LOCATION
PAD DETAIL CLAMP DETAIL DRILL SIGN TAB DETAIL j No. Z AUST/N-FOl/ST ASSOC/A MSS INC.
LOCATIONMAP C-22883 TRArrlC £N0IN££RINC ANO TRANSPORTAT/ON PLANN/N0
NOTE: SPECIAL PROVISIONS FOR THIS WORK cr T-0127 tics
HORIZONTAL I . I . +� L F 2223 WELLINGTON AVE, SUITE 300 SANTA ANA, CALIFORNIA 92701-3161
S S . N N . S S . MAST ARM NOT TO SCALEIN
��I��TRPF �� TEL HONE tr 1 ) 6 -0496 FAX (714) 667-7952
ARE ON FILE IN THE OFFICE OF THE CA1.Z1 DATE: �
CITY ENGINEER AND MUST B E USED . AMES NDERSON, RCE 22883 EXPIRE 12-31-07
I
1 1Q I
11
CONDUCTOR SCHEDULE -
AWG SIZE WIRE STD PHASES 1 I DETECTOR SCHEDULE
OR CABLE TYPE � � � � I ; I
CONTROLLER LOOPS PER
12 WIRE 02,03,08,08P /08PP8 - - - - - 1 1 1/1 5 02 1 8 ( SENSOR CHANNEL DETECTOR INPUT CHANNEL
CONDUCTOR 2 �2,�4,�7,�2P. /��',42P?8,�8PP8 - - - - 1/3 1/3 1/3 � � I '�
1 1-S-03 3 1
I
11-B 1LE
4 3 04,07,04P /02PPB m w I '1 2 1-N-04 4 2
4 06,02P - 1 1 1 1 - - o �m ' NOTE31 1 1-W-02 2 1
1-#12 /04PP6 / / 1/1 1/1 ,- Z I �Q I Z 2 1-N-07 7 1
} IU cc� a FURNISH AND INSTALL 8 PHASE NEMA CONTROLLER ASSEMBLY, 1 1-S-08 8 2
06 /04PPg - - 1/1 1/1 - - 1/1 aIo I '1" I DETECTOR SENSORS AND AUXILIARY EQUIPMENT IN A TYPE "R" CABINET. 2 1-E-06 6 1
,�, �!. 1 EXACT LOCATION TO BE DETERMINED BY THE ENGINEER. 1 2-S-03 11 3
3 WIRE 03,08,04P / - - - 1/0 - - 1/0 �� I i I SEE SPECIAL PROVISIONS. 4
� 2 2-N-04 12 4
CONDUCT Of? c�0 w I kN
0 w � I 5 10 2
CABLE w o (� 1 I a FURNISH AND INSTALL MODIFIED TYPE III-BF SERVICE ENCLOSURE 2 2-N-07 15 3
3-#14, PPB) I I PER STD. DWG. No. 407 AND SPECIAL PROVISIONS. 1 2-S-08 16 4
TOTA
L L 1/1 2/2 3/3 4/3 1/3 2/4 6/7 I 1 1 5OA-SP CIRCUIT BREAKER METERED SIGNAL 6#12 IISNS 2 2 2 2 2 2 - I ( I 1 3OA-SP CIRCUIT BREAKER UNMETERED LIGHTING 2 3-W-02 18 1
#10 LUMINAIRES 2 2 2 2 2 2 - I I 1 15A-SP CIRCUIT BREAKER METERED I.I.S.N.S. 7 1 SPARE
2 4-W-02 26 3
EVP CABLE 1 2 2 2 1 2 4 I I ; I FURNISH AND INSTALL SINGLE INPUT/SINGLE OUTPUT EMERGENCY VEHICLE I
PRE-EMPTION DETECTOR, WITH PHASES AS SHOWN. 8 2
12 PR #19 INTERCONNECT CABLE - - - - - - -
4 4 4 - - 4 I �4 INSTALL R73-7 AT END OF MAST ARM PER ES-6T, DETAIL "U" 1 EVP02 @ F.S. EVP 302 -
03 - - - - 2 2 2 1�W-02 p PROVIDE TENON FOR FUTURE SIGNAL HEAD. 'i` 2 EVP 02 EVP 4
TYPE - - _ - I I' 1 EVP �8 EVP 5 -
C �4 _ 2 2 E INSTALL R9-3a SIGNS AT 7' ABOVE FINISHED GRADE ON O'k 2 EVP �4 EVP 6 -
POLES, O1 70 .
DLC 06 _ _ _ _ _ 1 1 ;; * EVP DISCRIMINATOR
07 - - - 2 - - 2 , III INSTALL 2" CONDUIT WITH #6 PULL BOX EVERY 600' MAXIMUM AND
08 - - - - 2 2 2 �► 12 PAIR #19 CABLE TO CONTROLLER ON THE NORTHEAST CORNER OF ARCHIBALD
II AND TRYON STREET (APPROXIMATELY 570'). PULL SIC INTO CABINET & COIL 10' FOR
FUTURE CONNECTION.
7A INSTALL 2" CONDUIT WITH #6 PULL BOX EVERY 600' MAXIMUM AND 12 PAIR #19 CABLE
TOTAL - 4 4 8 4 5 13 , TO CONTROLLER ON THE NORTHEAST CORNER OF ARCHIBALD AND FOOTHILL BLVD (APPROX. 362').
PERCENT FILL 21 1 21 21 21 18 19 22 �
PULL SIC INTO CABINET & COIL 10' FOR FUTURE CONNECTION.
� I ; I ��
CONDUIT SIZES 2" 3" 3Yz" 4" 2-2" -2.5' 2-3.5" ; 3
�8 FURNISH AND INSTALL EMERGENCY VEHICLE PRE-EMPTION DETECTOR
I I M 11 11 ON TOP OF POLE COMPLETE WITH NECESSARY MOUNTING HARDWARE.
I I 11 O
1 1 EI
I ' " a CONSTRUCT CASE C CROSSWALK RAMP PER CALTRANS STANDARD PLAN A88.
I I II
16 1 ;; 18' ^ �
3 4 I 0 16 INSTALL 3" CONDUIT WITH PULL ROPE, CONDUCTORS BY SCE.
II
Q 11 INSTALL RISER ON NORTHEAST QUADRANT OF PP#2120937E AND 3" CONDUIT WITH PULL ROPE FROM
SERVICE TO EDISON HAND HOLE. C00 INAT ITH NN AL - - FOR
I ALL ON SE CE ES. LL 8 ES S L Be—PARK EDI ON.
2"I C, 1 DLC, 1-EVP CABLE I �n I
R/W 12 REMOVE AND RELOCATE PEDESTRIAN HEAD AND PEDESTRIAN PUSH BUTTON. SEAL HOLES PER
II I m CALTRANS SPECIFICATIONS SECTION 86-2.04A.
1 N I I W
N "
I 1 II
INSTALL R34 SIGN
I 11 •
1 x II
1 I I 11 2
V /
11 I
12 R/W
CALL FOR REMOVAL BY SCE E I 11 6
O CALL FOR REMOVAL BY SCE
11
— — — — — r — R/W� INSTALL R10-7 SIGN -- -_ I I, - 06P
3 I I 3 5
ARCHIBALD PVEE .
- - - - - -
I 7 2"C, 4DLC A 11/2"C, 1 DLC
06 ............ ... ----..,.r.......... .�..�..03+08
�r
I
---!-- — _
1 i— �---- - --- -- - - - - - ---10"W---------- ----- - - '
V7 00 ' _1 I I I I I _� 00
---- ---- ---- ---- ---- ---- ----------------------------------------------
DETAIL — , ' --
-------- - - - - - - ----- - - - - - - - - --15"s —�--;---- - -� ----_—,------- --_—_— DETAIL�A" _ --- - ------
I- - Z ---___—_�5��--� `-__--_- - - ---= - - _-- ---- ---- -- -- - -
-� _ i N —Z----- -- - - - -
I —+—- t—
' 231' TO LI IT LINE ! - -
1 �4; 3 I �, I
------------------------------------------------------------------- '
--------------- -------- --------_- _-------�-------__________� r- =____________________________ --_= 4 L---r ----- ------------------ ---------------------------------------
-- — oo b - - — - - — I -j- ---- ---- L — - - - - - - - - - - r--- --- - - - - - - - - - -------- - -- ---------- - - --
------ ------ - - - 1_-S-� -2-S--#J -C� - - -� - ' '- - 2-N-07 _ _ 1-N-�7
------- ------ - I }—-- - - - - _
I-
2---- --WALK----------------------------- -__-__--------- ------------ ---------- -- i �3+�8 ------------_____-------------------------------------------------------
I
4 i
r ------- 04 DTAIL I A3 3
-------------------��----------- --------------------------------------------------------- S 11
A(3 05
r -�
� _------------------ ----------------- ----- `---a + — ---------------------- Nr ;
110
— — — —— ——— — — —
-----4'c------ - -- ------- -- -------- -- --- --- - — - �— _ _ - - --4"c -- - 6P -- - ----- --- - - r - -
i
l � ---- - — — -- N AZCRtO=TSIGIV— --____..-- ---------- ---- -- --- --- -- --- -
y E zi ---- -- N -
_ _ _ _�� 08� - FA ING SOUTH)
-�-r -errrr++Nwr- r���- - -��r- r �� � .��.r ■w�.wi.�r ...wr r� -wi.....�-�-r--r��r�..-r-----r-- -r-r
'- ��-- - -.��r r ter,r -
— ���-- 'I 08P
7 2"C, 4DLC 9 2 \ ; cxo v61 5 2"C, 12PR #19 SIC
2"C, 12 PR #19 SIC R/W �7s o, 1-E-06 N15 2 7 1 TO CONTROLLER CABINET AT TRYON ST.
TO CONTROLLER CABINET AT FOOTHILL BLVD. INSTALL R10-7 SIGN INSTALL 3-4 SIGN 12 I 23 1 R/W APPROX. 570' TO CONTROL BOX AT NORTH EAST CORNER
INSTALL #6 PULL BOXES 600' ON CENTER 1 ' L - 30------- 2"C, 2#6(SIGNAL) 1 RELOCATE PEDESTRIAN PUSH BUTTON AND
APPROX 362' 29
TO CONTROL BOX AT NORTH EAST CORNER 0 2"C, 2#10, 2#12 0 PEDESTRIAN HEAD 8/9/16 C��7
0
NO. DESCRIPTION OF REVISION DATE CITY TRAFFIC TENANCE EASEMENT Underground Service Alert APPROVE
O�gORE r0G CITY OF RANCHO CUCAMONGA
Poi Cali: TOLL FREE SCHEDULE � � a
1 -800 TRAFFIC SIGNAL PLAN
POLE DATA SIGNAL HPSV LUMINAIRES SIGNAL MOUNTIN PPB P LE LOCATION I.I.S.N.S. 422-4133
NO. TYPE HEIGHT M. A' M.A. WATTS VEH. M.A. PY6. PHASE ARROW " " "E" .tCj. See Detail 1 SCALE: 1"=20' ARCHIBALD AVENUE
O26-4-80 30' 40' 15' 200 SV-2-TD MMA ASP-1 CS 2,8 SE PLAN 5' --Son Bernardino +sRR0oo TWO WORKING DAYS BEFORE YOU DIG
O 17-3-80 30' 20' 15'* 200 SV-2-TD MAS SP- -CS `g, S PLAN 7.5' AVE FESSI SAN BERNARDINO ROAD
MAS8 Archibald *** am Q
3 26-4-80 30' 40' 15' 200 SV-1-T Mq SP-1 CS `R 7.5' 3' San Bernardino «>> —+sso°o yF�, APPROVED BY: DATE:
1-A - - - - - - — - NO. i CITY ENGINEER �� R.C.E. No. 24953
q- 10 SV 1 T - SP 1-CS 4 5.5 - * INSTALL AT 90 DEGREES TO SIGNAL MAST ARM or
a r o 2i INC,AUST/N F
cj 1-A 7' - - - _ _ _ _ _ ALL EQUIPMENT NEW # rL �� * UST ,gs'�'oC1A T��' V DESIGN EC OM ENDED
EE PLAN 3 ** I.I.S.N.S. ARROWS SHALL POINT WESTERLY �• r4/Tgp' tiP A.A. �j
f d� TRAFFIC ENGINEERING ANO TRANSPORTATION PLANNING
6 17-3-80 30' 20' 12' 200 SV-1-T MAS - 4 ,— _ 5' 5' Archibald AVE *** I.I.S.N.S SHALL BE ONE SIDED FACING WEST � CAI.iF SHEET 2
7900 2223 WELLINGTON AVENUE, SUITE 300 SANTA ANA, CALIFORNIA 92701-3161 DRAWN
Q 15 30' - 15' 200 SV-1-T - Sp_ -CS 2- 4.5 - 5.5' - TELEP NE (71 667- 496 FAX (714) 667-7952 A.A. OF 3 SHEETS
NOTE: SPECIAL PROVISIONS FOR THIS WORK CHECKED DRAWING N0.
AFA Fi1e. 818.003 SANBERNARCHD.DWG 3:38 PM 00/21/00 ARE ON FILE IN THE OFFICE OF THE DATE.
CITY ENGINEER AND MUST BE USED. ES J. DERSON, RCE 22883 EXPIRE 12-31-07 C;xoY'A-s
CONSTRUCTION NOTES
O INSTALL DOUBLE YELLOW CENTERLINE PER CITY OF RANCHO
CUCAMONGA STD. PLAN 133.
Q2 INSTALL 8" WHITE CHANNELIZING LINE (USING RAISED PAVEMENT MARKERS)
PER RANCHO CUCAMONGA STD. 133. (CALTRANS STD. DETAIL 38C)
I
Q3 PAINT TYPE IV PAVEMENT ARROW AS SHOWN PER CALTRANS STD. A24A. I I
O INSTALL 100' OF 4" SOLID WHITE LANE LINE (USING RAISED PAVEMENT MARKERS) I
I
PER RANCHO CUCAMONGA STD. 133. (CALTRANS STD. DETAIL 14)
QSTOP 14
5 INSTALL YELLOW TWO-WAY LEFT TURN LANE PER RANCHO CUCAMONGA STD. PLAN 133 12
15 22' 20'
O INSTALL LANE LINE THROUGH INTERSECTION PER RANCO CUCAMONGA STD. 133(CALTRANS DETAIL 40A)
�N I
O PAINT PAVEMENT LEGEND AS SHOWN PER CALTRANS STANDARD A24D I ill I
13 JOIN EXISTING CENTERLINE
Q8 INSTALL 4" SKIP WHITE LANE LINE (USING RAISED PAVEMENT MARKERS) W3-3
PER RANCHO CUCAMONGA STD. 133 (CALTRANS STD. DETAIL 14)
16
9 NOT USED EXIST. W3-11 I
O REMOVE BY WET SANDBLASTING I ► I
N
QS INSTALL SIGN PER DESIGNATION AND PER RANCHO CUCAMONGA STD. a
PLAN 401 B.
CONSTRUCTION NOTES FOR INSTALLATION WITH TRAFFIC SIGNAL
0
I
04
PAINT 12" SOLID WHITE LIMIT LINE PER CALTRANS STD. A24E. 0 I2 8'
PAINT 12" SOLID YELLOW CROSSWALK PER CALTRANS STD. A24E. zS
12 PAINT PAVEMENT LEGEND AS SHOWN PER CALTRANS STD. A24D.
13 INSTALL W3-3 SIGN PER RANCHO CUCAMONGA STD. a 1
PLAN 401 B.
14 REMOVE. SANDBLAST PAINT TO BE REMOVED. z I m
15 RE-PAINT EXISTING PAVEMENT LEGEND. � R ( i
f
16 REMOVE AND SALVAGE SIGN AS SHOWN m 35 EXIST.R2-1(35) i
I
GENERAL NOTES z i I SCALE: 1"=40'
R/W
Q ,
1. ALL STRIPING AND R.P.M.'S TO BE DONE PER THE CITY OF U)
RANCHO CUCAMONGA STD. PLAN 133.
2
2. ALL CONFLICTING SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL I
BE REMOVED AS DIRECTED BY THE ENGINEER. STRIPING SHALL BE 1 I
REMOVED BY WET SANDBLASTING. I
1
S R26(S) 3
3. ALL TRAFFIC LANE STRIPING SHALL INCLUDE RAISED 1
4 Ln
REFLECTIVE PAVEMENT MARKERS. '-
� EXIST.R1-1 I
U 1 I
D11-1 1
ca
z Q S 4 16 1 18 z N
v� + EXIST.R1-1—�-r
EXIST.R2-1(45) / EXIST. S5-2 3 V) + W3-3 ON ST. LIGHT POLE
w 0 U 8 4 EXIS D11- 8 w 0 13
2 �� R/W
1 z a
z F 1 5 A R C H I B A L D EXI T. W3R/W 16 R EXIST. W11-8 AVENUE N EXIST. R26(CA) 12
EXIST R18-2 N EXIST. R14-1(V,L,R) Ali S1`- 6{� - - _ - _ _ _ _ _ _
- - - - - - - - - - - — - - - - - - _ � - R
V) EXIST. R26 CA
3 W 7 4 � 120 TRANSITION b
4------------------------------------- o 2
' N �
_. - _-- — ---- _ ---- — ---- —' ---- --- ---- --_- -- -- - - ---- ---- ----
---- ----- -- ---- - �- '�-- -� �... — --� ---r"' --- -- -- -- --------- ---------�- ---- - ---- -- ---- ---
10 N 450' T4-LIMIT LINE
3 r R - 14 100 _—__ - - - --- ---------- ---- --
------------------------------------------------------ R -------- ----- .�-Y ------------ - --------- - - - - ----------- --- - -- =r----------------------- - ------ --- --- -=-= -------- - -_:_------ ----------___----- --- -______ ---- - - ----:: ---- :--=-= ------ ------ ------
- - - - -- - - --- ----
_-___ -__-- -_ -.- -.__ -_ . 100+00 ..._._.-___ -____-__ _-...- ..__ ________-_--._...._--._.-__.- _________ __ ___-____...._______-._._--- - --__-- ____. _. .. ...__._.--_.-._._-_-__._.._--_.--- 9 ____.._____ ----------- �� -----------______-___--_--_.___-__________146+04_
R --- �.---- -- --- ---- -- ----
QN �� --- -- --- ---- ---- ---- -- ---- ---- ---- ---- ---- ---- ---- ---- ---- --
-- ---- ---- ---- rLINE
---- ---- --- -- --- — -- - - -- ---- --- - axe
;-- -- -4�0' T LIMIT LINE- --- --� ---- - - — ---- ---- ---- ---- ---- ---- � � a
R3-7 S
m110
Q2 EXIST. EXIST. R2-1 45 EXIST.R26 CA) '" EXIST. R26 CA) EXIST. R26 CAXIST. R26 CA
itz EX
( ) 2 EXIST.W11 CS 3 3 2 6 EXIST.S4-3 1 5 R/W ( ) E ( )
3 8 EXIST. R11 4 12 EXIST R2-1(25 2 14
13 EXIST.S4-2 5
= R3-7 S EXIST.R26�CA3(MOD.) NO X-WALK STEEP DRIVE AYS, FLAT WALK
W -3
Q EXIST. W1-8
Q EXIST. TYPE K
LL
NO. DESCRIPTION OF REVISION DATE CITY
APPROVE
CITY OF RANCHO CUCAMONGA
ARCHIBALD AVE AT
SAN BERNARDINO RD
FE�1 SIGNING AND STRIPING PLAN
e
�.ANpF F APPROVED 8Y: DATE:
NO. �o CITY ENGINEER A R.C.E. No. 24953
C-22883 Z4x A,�+ DESIGN
cr T-0127 tiv AUS;r1N-FOUST ASSOC/A TESL I/i/(�. ECS ENDED
s} Gr(/TRPl tiP A.A.
7 rig
y TRAFFIC ENGINEERING AND TRANSPORTATION PLANNING
� CA1.1 DRAWN SHEET 3
2223 WELLINGTON AVENUE, SUITE 300 SANTA ANA, CALIFORNIA 92701-3161
TELEPHONE 4 66 0496 FAX (714) 667-7952 A.A. OF 3 SHEETS
NOTE: SPECIAL PROVISIONS FOR THIS WORK L CHECKED DRAWING NO.
AFA Fiia: 818.003 SANBERNARCHSTP.DWG 3:30 PM 08/21/06 ARE ON FILE IN THE OFFICE OF THE DATE.
CITY ENGINEER AND MUST BE USED. MES J. DERSON, RCE 22863 EXPIRE 12-31-07 1 1 (;;(dqa'-5
BENCHMARK
BENCHMARK NUMBER 20-8 g
ELEVATION.• 1207.662
AT THE NWC OF ARCHIBALD AND FOOTHILL
BLW, 63 FT W/0 C.L. ARCH164LO AWE AND
44 FEET N 0 FOOTHILL BLW., SET 6R,45'S
OUSK RS/R rOP OF CUR9 AT WEST END OF
O
MALACHITE u
LA YTON AVE AMETHYST ST. A VE.
' 39*28.18 SAN BERNARDWO RO 1 11 111
31 + LA YTON A W, I 42t3910 SAN BERNARDINO RD 1 45t 60.86 SAN BERNAROINO RO. W
-1 +00 AMETHYST S . I -r- -10+00.00 MA CH1TE AVE ! �
_ COB -
RD cy
50, �'� N B E R N A R D I 50' 50, 50'
"
8
_ I
ROP. R
(� I TOSTOP SIGN PER
I ONS17E PLANS
1 I I 1 I I
SA N BERNA R_ _ DI NO R_D
SCALE IN FEET
0 89 140 160
V
( ( Tpp LE /gyp PROP? R �� 4 4 4
STOP SIGN PER !S ��' ' SIDEWALK EASEMENT f
I ( o ONS17EPLNS r- -_ - - - - - - - - - -- - - - - - -- ( t�
J - - - - _ _ . —R1 & R41J - - - - - - - - - - - - - - - -- - - - - - - — - - - - - - - - - - -
--
G - -- - - - - - - — — --
_ F0t rH IEI N � a L �/ D N PROTECT
"3 2 _ 1-1 _ EXIST, STRIPE
STRIPING -fop
A+ — T STRIPE EXIST. MEDAN ISLAND _ _ _ N
18�
-15f 00- — `—� — 17 `--00 — - 00 — 1 gt O0- — _ - 20T 00� — — — — ^21 00 — — o -221 00 " 3�
== 2 00— 25-t 00 V 4 — — 26f 00 Q -
A
^_F _.STRIPE _ " — — EXIST. STT?IPE- 24t8,�06 CC
AWACHITE"AVE
ECG C & G-.�_ —
_- — - _ - -
MALACHITE N
A VE,
FOOTHILL BL VD
SIGNING AND STRIPING NOTES QUANTITIES
W
O1 INSTALL SIGN ON POST PER CITY OF RANCHO cucAMONGA STD. PLAN 401-8. 1 Ea. DESCRIPTION of REVISION DATE APPROVED
�2 APPLY 8" SOLID WHITE STRIPE PER DETAIL 36. 159 LF
P FESS,O CITY of RANCHO CU CAM ON GA
30 APPLY PAVEMENT MARKINGS OR DIRECTION ARROWS AS NOTED ON PLAN. 2 EA OQ NIFp y'�
® INSTALL R26(S) SIGN ON STREET LIGHT POLE 6 EA- �vwQ�A 9/yP �y TRACT 16567
C66388 y z
0 INSTALL R 18-1 SIGN ON STREET LIGHT POLE 2 EA w v, m 1
APPLY 4" SOLID YELLOW 300 LF * FO0 THIL L BL VD & SA N BERNA RDINO RD41
Q APPLY 4' DASHED YELLOW PER DETAIL 1. 284 LF s� J ct SIGNING AND STRIPING PLANS
_ LO
APPROVED BY: �� n DATE: �f'� N
QROfESS/O,y� CITY ENGINEER ���(,� G'l/ RCE: 24953
Underground Service Alert ��0 NIEOR�Fy
CALL0- DESIGN MADOLE & ASSOCIATES, INC. RECOMMENDED b.
o C 66388 D A MNS CONSULTING CIVIL. ENGINEERS •DOA 1•i�•Qj
TOLL FREE AND LAND PLANNERS N
�` DRAWN 760-A S. ROCH 2TER AVENUE SHEET
800�+ Exp: 6-30-06 P O TARJ!O. CA 91761
�qlF cA!\F���\ JV 7909) 937-9131 4 OF
227--
CHECKED RCE No fifi388 DRAWINGG/NO.
TWO WORKING DAYS BEFORE YOU DIG RRN
DATE I FILE No
PROJECT SHEET NO. __,_OF____
J:V 14-17151s1reets%st04.dwa.2116120051:20:56 PM.1v