HomeMy WebLinkAbout1322-S SSE PHASE W PHASE 1Y A
Q PH ASE 1QB
DETAILA� DETAIL"DN
ABANDONED HIGHLAND AVE. HIGHLAND AVENUE HIGHLAND AVENUE
\ STR 11 PHASE NG SEE SHT 2 * WEST CL05ED
C �/Gfs0LANO A t�E/VIJE EAST CLOSED
(DATE) TO (DATE) USE KENYON WAY
H-I 4" BLACK LETTERS ON H-2 4`I BLACK LETTERS
' ORANGE BACKGROUND. ON ORANGE BACKGROUND
WAY WOODRUFF PL .
v
v
FAI RMONT 5E<DN0ARY
WAY \ DETOUR
DETAIL."B`I DETA11."C"
/9 STi?EET C5A
EXIST R-I STOP BAR SEE STRIPING PLAN SHT. 2 wl7—g y G3am
628
GSA TO REMAIN G8
C5A H-2
628,CM2 J
G 34(L77 CSA G 28 G 5A 636,C54 500' .. IOC' 400
G28 G34 G28 �� TYPE III BARt'?iCA0E5 � � �
_g G34(RT) lR'r) In
IRI(E�I/STj C' C5 C 2- Rl�$ i C14 MIN.
`4 'S0 100 W-17 2E TYPE N (3) W17y GI G19
C-CORIA !, ��v '
�1\ 4Rk _ __ _ R-I HIGHLAND AVE.
•� 250'3 017 /00, 250 KENYON WY.
�x/stj� r, �zs
H-I � CSA R1 �.
CSA H-1 G28 �x/Sr12 C5A C5A
G28 C5A G34 C A 7 G?$ ; G28
V G g G 8 C RT) Com) G28 G34(RT1
G34(LT)
w/7
,
DETAIL B DETAIL C W
W G
DETAIL O"
soyrHE N .0"Acl-07c RA iZ-oCd"0
C0N5TRUCTION NOTES AND ESTIMATED QUANTITIE5
�v DESCRIPTION TOTAL
G� INSTALL TYPE M BARRICADE . 2 EA
Q z INSTALL TYPE C 1 51(bN ( DETOUR AHEAD) 2 EA
.eS4SEL./NE' J INSTALL TYPE C2 5I6N (ROAD CLOSED) 2 EA
V Q INSTALL TYPE CS (RT) SIGN (DETOUR
> 4: o470AAO INSTALL TYPE C5 (LT) S16N (f— DETOUR) EA
INSTALL TYPE C5A SIGN (DETOUR) 15 EA
IN5TALL TYPE C-1 SIGN (END DETaUR 2 EA
INSTALL TYPE R-I SIGN - (STO P) 3 EA
INSTALL TYPE C14 SIGN (END ROAD WORK) / EA
INSTALL TYPE C-19 SIGN (ROAD CLOSED AHEAD) 2 EA
P
/NSTALL 7YPE C/8 SIGN(ROAD CONSTRUCT/ON AHEAD) / EA
INSTALL TYPE W- 17 SIGN ( STOP AH EA D) 4 EA
TYPE III BARRICADES INSTALL -TYPE 628 SIGN (ROUTE 30) 1-7 EA
cz G28 CZ C5(RT) INSTALL TYPE G 34(RT)SIGN (—�) 5 Fla
TYPE NO) INSTALL TYPE C-334(LT) SIGN CF--) 5 EA
HIG1LAND AVE.
><M N INSTALL TYPE Q-75G SIGN ( T ) 3 EA
C19 GIINSTALL H-1 SIGN (HIGHLAND AVE.E.CLOSED)SEE DETAIL. 2 Eta.
COVER EXIST R-1 BLACK OUT
FSTOP 4 STOP BAR v j INSTALL H-2 51 HIGHLAND AVE• W.CLOSED USE KENYON WY. 3 EA
IOO g -4:
G28
W6 X 2 D TAIL.
�� 2� INSTALL TYA (o EA
PE N MRKER
Aiii
�,p G34(LT) h > INSTALL TYPE W 3(RT) SIGN ( (� ) 1 EA
W3(RT)� IN 3 W3(LT) cyuRcH sr.
(/5) CSA ��,Y6(�5J INSTALL TYE,PW 3(LT) SIGN C ) / EA
G28 COVER EXIST W-17 SLACK OUT M/LLER INS TALL TYPE W6 SIGN 05 MPH) 2 EA
G 34(RT) STOP AHEAD.
LL CLOSURE SUMMARY
CONTRACTOR SHALL INSTALL ALL SIGNS AND BARRICADES IN
OVERALL COMBINED CLOSURE TIMES SHALL NOT EXCEED ACCORcx�NCE WITH CALTRANS STANDARDS AND SPECIFICATIONS AND
W 28 WORKING DAYS 7 DAY FOR PHASE �(� +�� COMPLETED. THEM WHEN HIGHLAND AVE. CONSTRUCTION IS
( S O S II, 7 DAYS FOR �P ��
DETAIL "A" PHASE III , AND 14 DAYS FOR PHASE IV A & B). THE ti ��
FIRST CLOSURE TO START APPROX. AUG. 8 AND F F
o THE LAST CLOSURE TO OPEN APPROX. SEPT. 30.
�J
• O DESCRIPTION OF REVISION DATE CITY
APPROVED
c.�,�E�PvrL sr. CITY OF RANCHO CUCAMONGA
Q�pEES�IpNq DETOUR PLAN
0 A
L FOS 7'HILL o OLVID. � cl� 0. r--- HIGHLAND AVENUE
No. 20596 PHASE I I&- II
i( Up.9.30.89 ALjDNG FAI RMONT WY, KEN YON AND MI LL I" AVE.
'p,glf OF CA��F���\ APPROVED BY: DATE:
T /Z
NO CLOSURE FOR PHASE I CITY ENGINEER _ � RCE. NO.�-Z
PHASE I CONSTRUCTION COVERS HIGHLAND AVE. BENCHMARK B.M. 163B DESIGN REc M ENDED
ELEV. 1297.297 MC M6MORSE CONSULTING CROUP
FROM THE END OF THE EAST CURB RETURN AT PHASE I - CLOSURE SHALL NOT EXCEED �PUN4W I • ENGfNff:.SUIT S(J7�'f YfNG
24' EAST OF ETIWANDAolR��nEacxne�Uu,.sul1�•zo�
FAIRMONT WAY TO THE CL INTERSECTION OF 7 WORKING DAYS. DATE OF CLOSURE FROM AVENUE AND 40' NORTH DRAWN IF)�1!rE.G�1-IfcxZAX(7(714)730
SHEET
174 4) Fel\x-111"3(1�72f-0
MILLIKEN AVE. PPROX. AUG. 8 TO AUG. 15 .CLOSURE EXCLUSIVE OF OF (t BASELINE, SET BRASS mc I OF 5
CURB CONSTRUCTION. ALL UNDERGROUND UTILITIES BENCH DISC. IN TOP OF
NE END OF A 4'X2' CONC, CHECKED C�/Z�s� DRAWING No
TO BE IN PLACE BEFORE PAVING OPERATION BEGINS. BOX CULVERT. DATE FILE No )3 2 Z 's
I
[Z ,
SCALE I'=40
EXISTING STOP SIGN
go$ 3 4- Z tai
�4001— 4 600 4 3 �
aoo �
4 4- 4 4 I 4 = �
2 15 �2 , u O
3 3 Q w
350'
MILLIKEN AVENUE 13
EXISTING STOP SIGN CON5TRUCTION NOTES AND ESTIMATED QUANTITIES;
G— IN5TALL DOUBLE 4Is 50LID YELLOW STRIPE PER CITY STD. 40-1 . /8/5 LF
tN5TAt.1_. uW-'15" (RT) SIGN (LANE ENDS MERGE RT) PER CAL:TRAN5. STD. / EA
IN5TALL TRAFFIC ARROW. 2 EA
INSTALL B it SOLID WHITE STRIPE PER CITY STO- 40-7. 620 LF-
I N5TA L L
FINSTALL R—i (5TOP) 51G" PER CAL-TRANS STD. 2 EA
�— IN5TAL.L PAINTED " 5-TOP" AND 5—MP BAR PER CAL.-TRANS.S-r0- 3 EA
KENYON WAY t:J INSTALL. DOUBLE 4" DA5HE0 YEL LLOW STRIPE PER CiT`f STD. 40-7. 0')0 LF
8a— INSTALL PAVEMENT MARKINGS. 2 EA
®—
INSTALL- W- 1 (RT) 51C-7N PER CAL-TRANS 570. 1 EA
a— INSTALL FLASHING ARROW 51GN CRT.) TYPE A PER TRAFFIC I MANUAL 5-37 CAL TRANS STD. I EA
I i INSTALL W-6 ( 15 MPH) 51GN PER CAL-TRAN5 5TO. I EA
INSTAL.-L. R-G3 51GN PER CAL-TRANS STD. I EA
13 INSTALL W-1-7 (5TOP AHEAD)5164 PER CAL—TRANS 5TD. 2 EA
14 INSTALL PAINTED tt 5TOP AHEAD " PER CAL—TRANS STD. 3 EA
/NSTALL W-//(PAVEMEJVT W/D7,V 7RANS/T/ON(LT))S/BN PER CAL—TRANS STD. / EA
5CALE 1"=4rJ
BARRICADE
SEE DETOUR PLAN
PHASE I!r 11 5
= Z
!L 1D All
14
�W =
R-1 PER DETOUR PLAN CITY
MILLIKEN AVENUE
5 DESCRIPTION OF REVISION DATE
APPROVED
STOP CITY OF RANCHO CUCAMONGA
•
Q�oEESSroy9 M ILLI KEN AVENUE 5TRIPING PLAN
PHASE I k IL
rri
No. 20596
�c 9-30-99
!} CIVIL
AHrAM �IFOF . � �
APPROVED BY: - DATE: �;
W-1-1 PER DETOUR PLANli-
CITY ENGINEER RC.E N0. -A
STOP DESIGN RE C NDED
BENCH MARK B.M. 163B MORSE CONSULTING GROUP
ELEV. 1297.297 PLANNING • ENGINEERING • SURVEYIN_G
HIGHLAND AVE, 24' EAST OF ETIWANDA 4W v,�� 72,E
AVENUE AND 40' NORTH DRAWN � wu92°��
f71�)730� -7117 FAX 171117 3D-7260 SHEET
OF (t BASELINE, SET BRASS 2 OF 5
BENCH DISC. IN TOP OF
NE END OF A 4'X2' CONC. CHECKED DRNo.
DRAWING
BOX CULVERT. DATE FILE NO ! —�
Fl-LbgE PHASE Ali
x I[ Q Pt V�'3E KA PHASEMB PHASE
ABANDONED HIGHLAND AVE. OETNiL"D" HIGHLAND AVENUE
CLOSED
(�q c,�,o ) �//Gh�LA/1/�D �4VE/1/!/E (DATE) TO (DATE)
H-3 411 BLACK LETTERS
TYPE M BARRICADES ON ON ORANGE BACKGROUND
cz TYPE N C3) k 'OI�► WAY WOODRUFF PL .
C
6Zd
a� FAI WA Ta 30
W
C19
-SAN BENITO ?
/9�11� Ti?EET AVE. Gee Y
6l4rrr� 1 J w CSA
J C/8 628
.� wig- � GWL11
DETAIL "A"
040 — TYPE MBAR�CAt7E5 — .500' 106 400
4 C,-TORIA p CSA G5 CLT) RI -C. MIN• GI C,19
6119 J� 4
TYPE W/70
Rk TY EN (3)
G3G 61Qrtr.J _ HIGHLAND AVE.
L
C5A CSA
�
G28 ; G2
V8
DETAIL. "C
W 1
W G �
3'o el QAC/F/C RA&_A4"0 DETAIL D
CONSTRUCTION NOTES AND ESTIMATED QUANTITIES
�V
DESCRIPTION TOTAL
" INSTALL TYPE lU BARRICADE . ,3 EA
DETAIL B V DETAIL C Q Z INSTALL TYPE C 1 5(bN ( DETOUR AHEAD) 2 EA
•�4SE[./NE J INSTALL TYPE C2 51GN (ROAD CLOSED) 2 EA
Ono up IN STAU TYPE C5 (RT) SIVN (DETOUR---> ) 1 EA
/ > ofVAA0 INSTALL TYPE C5 (LT) SIGN (F– DETOUR) EA
INSTALL TYPE C5A SIGN (DETOUR) 18 EA
INSTALL_ TYPE C-7 5IC-7N (END DETOUR) 3 EA
tit /�Vl�l�G�� ST INSTALL TYPE C3A SIGN (ROAD CLOSED TO THRU TRAFFIC) 1 EA
INSTALLTYPEC14 SIGN (END ROAD WORK) / EA
INSTALL TYPE C19 SIGN CROAD CLOSED AHEAD) 3 EA
INSTALL 7YPE C/8 S/GN(R0,40 CONSTRUCT/ON ANEAD) / EA
C.fi! INSTALL TYPE 6215 SIGN (ROUTE 30) 21 EA
ev 9118
G34 rtr.) INSTALL TYPE v 34-(RT)SIGN 5 EA
0 CSA INSTALL TYPE C-734(LT) SIGN CF--) 4 EA
0 G 28
U 6 3s/,tT) INSTALL TYPE G35 SIGN 1 EA
INSTALL TYPE v3G SIGN T ) 6 EA
C'.�i9 �Ov�IONgvCE _ INSTALL TYPE R-I SIGN (STOP)
GP.•9 SEL/rVE 3 EA
628 C7 GP8 OFLEFT TU�PN �Q�� INSTALL H-3 SIVN(HIGHLAND AVE• CL05ED U5E KENYON WY• cJ Ems,
JJir IL-C7 6_416 ENTfiP ZYl�/�fiP � � � INS � TAIL..
1 V 25o a TALL TYPE N MARKER 9 EA
h INSTALL TYPE W-17 SIGN (STOP AHEAD) 3 EA
T.eEET CNU�PCN 4W 7 CSA l
C/9 ci TyPFM BART/CARES G3e 'H-3`
C9A ' W GP8 M/LLE�P �✓�vE INSTALL TYPE R 1-15 SIGN + R 11 1 EA
/00 -0� T 7YPE N()
'//3"
CSA CSA
y.�
Coe
� :
C,S CONTRACTOR SHALL INSTALL. ALL SIGNS AND BARRICADES tN
ACCORDANCE WITH CAL-TRANS STANDARDS AND SPECIFICATIONS AND
DETAIL " Bp /�� 5HAL LETL REDOVE THEM WHEN HIC)HL.AND AVE. CONSTRUCTION IS
Z h TP ��
DETAI L. A F F
O DESCRIPTION OF REVISION DATE CITY
APPROVED
cyE.Pv14 sr. CITY OF RANCHO CUCAMONGA
Q�pEES�lpNq DETOUR PLAN
FOorN��c a OLVD. C ��,o HIGHLAND AVENUE
No. 20596 PHASE III
*
Exp.9-30-89 ALONG, HAVEN AVE, BASELINE RD., MILLIKEN AVE.
PHASE N CONSTRUCTION COVERS HIGHLAND AVENUE ` o" CIVl\- 0`�\Q APPROVED BY: DATE: rz
FROM DEER CREEK CHANNEL TO THE END OF THE E OF CA���
EAST CURB RETURN AT FAIRMONT WAY CITY ENGINEER RC.E NO.2L�_�
BENCH MARK BM1638 DESIGN RE ENDED
PHASE M . .- CLOSURE SHALL NOT EXCEED 0 MORSE CONSULTING GROUP
ELEV. 1297.297 MC PW PLANNING • ENGINFERING • SURVEYING OLS~
7 WORKING DAYS. DATE OF CLOSURE FROM 24' EAST OF t ETIWANDA - IR%INEBOMBARD,SUITE•201
APPROX. AUG. 24 TO AUG. 31. CLOSURE EXCLUSIVEAVENUE AND 49 NORTH DRAWN IRVINE.GALIFOR L492720-1999 SHEET
OF BASELINE, SET BRASS MG W730-7117 . FAY(:'„730-7,2W 3 5
OF CURB CONSTRUCTION ALL UNDERGROUND � of
UTILITIES TO BE IN PLACE BEFORE PAVING BENCH DISC. IN TOP OF ERATION BEGINS. NE END OF A 4'x2' CONC. CHECKED epw"
DRAWING No
OP BOX CULVERT.
DATE 15 FILE NO ��
- Pt�SE PHASE .W
-UL II 8 A PHASE
7Y 6
ABANDONED HIGHLAND AVE HIGHLAND AVENUE
EAST CL05ED
4
HiGH�A/V� / ` AVENUE USE VICTORIA PARK LANE
STRIPING PL oE"rAIL. 011 ' H-4 4" BLACK LETTERS ON
ORANGE BACKGROUND.
kFn�-oH �naY WOODRUFF PL . ,� Y
C 5A
G26 14
G 3G
CFAIRMNT
WAY
W
EXIST RI W-17 lI3(R7) <
/9� STiQEE7- CSA To REMAIN �(/5)
CSA
G28 CA.G34(L7)
G28 G34(RT) 8 0
_ G 34(RT) W
�, VICTORIA
PARK LANE
JAG-TORIA r4RK 2��j -� VICTORNA PARK w6�5� p X00' 250a
a LANE
N
cH ill { C.5 A EXIST. RI t W-17
Y X28 i 70 RE REM OVED
G28 D N-4 G Set_
DETAIL��B" G3�o C5A (LT) /
�V sEMNDARY DETOURQETAtL"C" DETAIL. aB" DETAIL M C
W
W
2 � a
.310UTf�E /✓ -,0wAC/F/C iPA/G Apz.L40
CONSTRUCTION NOTES AND ESTIMATED QUANTITIE5
LV DESCRIPTION TOTAL
G� INSTALL TYPE $ BARRICADE . 2 EA
Q J INSTALL TYPE C 1 56N ( DETOUR AHEAD) 2 EA
.�4aE4IA14E INSTALL TYPE C2 516N (ROAD CLOSED) 2 EA
V IN STALL TYPE C5 (RT) SIGN (DETOUR EA
INSTALL TYPE C5 (LT) SIGN (F DETOUR) I EA
IN STALL TYPE C5 A SIGN (DETOUR) 14 EA
INSTAL.- TYPE C7 5i6N (END DETOUR) 2 EA
046W466- =1:1102P! GRA F6A,,Q5A4A-+4
tit
INSTALL TYPE C19 'SIGN (ROAD CL06ED AHEAD) 'Z EA
W-17 SEE STRIPING PLAN
PHASE 1� A SHT 5 4 INSTALL -TYPE 6215SIGN (ROUTE 30) 15 EA
PER STRIPING a INSTALL TYPE C-7 34-(RT)SIGN 4 EA
PLAN SHT. 5 TYPE III BARRICADES Q INSTALL TYPE v34-(LT) 51 GN
4EA�
cz
G28 Cl C5(RT) U CSA INSTALL TYPE W-11 SIGN CSTOP AHEAD) 1 EA
HIG�LAND 1R_ TYPE NC3) \ TYPEdARRICAOES C�34 Cn � INSTALL TYPE G3(o SIGN ( �` ) 3E4
I C2 INSTALL H•4 SIGN (HIGHLAND AVE.CLOSED) SEE DETAIL 2 EA
254 100 400
R R I v j TYPE N(C3) MIN INSTALL 7YPE WG 3/GN(/5MPH) 4 EA
C19 G I W17 PER STRIPING t C I _1#.3(LT) C 19 INSTALL TYPE N MARKER 5 EA
F F PLAN SHT 5 t�j
Q �HIC (A/P51� AVE INSTALL TYPE W 3(RT) SIGN ( � ) 2 EA
40p' lop' 500' CSA
CyZIeCH 4S'T. INSTALL TYPE W 3(LT) SIGN ( ) 3 EA
MIN GIs _ _ _
C5A W-17 G34( LT) MWLLE.? A✓E�t/!/E INSTALL TYPE RI SIGN ESTOP) l E
G2e W
C�3GlZe JPER STRIPING M F
PLAN SHT. 5
C-5A Cad, W G28 g CONTRLCTOR SHALL INSTALL. ALL SIGNS AND BARRICADES IN
/I ACCORU4NCE WITH CAL.TRANS STANDARDS AND SPECIRCATIONS AND
C'� Y III G28 .� 628 - 1 SHALL REMOVE THEM WHEN HIGHLAND AVE. CONSTRUCTION IS
44 G34(RT) COMPLETED.
LIJ
Lu
,GF F
DETAIL. "A.
DETAJL NDN O DESCRIPTION OF REVISION DATE CITY
APPROVED
cyE.Pt/rL sr. CITY OF RANCHO CUCAMONGA
Q�pEESSIpNq DETOUR PLAN
�,v C.
,yo�(43c
IF007'HILZ o OLVID. �,�, HIGHLAND AVENUE
No. 20596 PHASE IV A & IV B
Up.9-30-89 * ALONG MILLIKEN AVE . ,VICTORIA PARKL.ANE)ROCHESTER AVE.
PHASE IV A & B - CLOSURE SHALL *st Clvl�
NOT EXCEED 14 WORKING DAYS (3 CA����� APPROVED BY:
glEOF DATE: ?
DAYS FOR PHASE IVA). DATE OF CL SUR CITY ENGINEER RCE. NO.
PHASE N A & IV B CONSTRUCTION COVERS HIGHLAND AVE FROM APPROX. SEPT. 15 TO SEPT. 30. BENCH MARK B.M. 1638 DESIGN RE LADED
FROM THE CL INTERSECTION AT MILLIKEN AVE. TO CLOSURE EXCLUSIVE OF CURB CONSTRUCTION ELEV. 1297.297 MC IWMORSE CONSOLING 0 CROUP
ALL UNDERGROUND UTILITIES TO BE IN PLACE 24' EAST OF PLANMNG ENGINEERING SliRl'FY►NG
1000 FT± WEST OF ROCHESTER AVE. BEFORE PAVING OPERATION BEGINS. AVENUE AND 40' I NORTH 4NE,4*0 E CALIFORNIA
9 SUITE'201
DRAWN IR�1NE,GLIFOR.'4lA 927201999 SHEET
x'441 730-7117 . FA.\(714)730 72W
OF (t BASELINE, SET BRASS MG 4 OF 5
BENCH DISC. IN TOP OF CHECKEDDRAWING NO
NE END OF A 4'X2' CONC. Oncw
BOX CULVERT. DATE FILE NO 3 ZZ S
[I
SCALE / =40
EX/ST/N6
J7QR SIG
T
...........-.............___.. _...................-..___...........
7 U r'► 4 a
'3 9 4 v 4
J L 350K. O
10
13 18 17 12 4 4
4
I_- _,;sono M/LLIKEN A VENUE
3ToP S/6N
lrENrnN wAr
irl S
CALE ,"=40'
— 550'
h h
o � 4 v ♦ r3 /o ��
*4 W
5 BARRICADE V
J SEE DETOUR RAN � W
PHASE JrA
h
MILLIKEN AVENUE
EX/ST/N6
STOP
E /
S/GN SCAL "'=40"
lel/Gf✓LAND AVENUE
300' 300
CON57RUCMON NOTES AND ESTIMATED QUANTIM ES= __ __
O— INSTALL DOUBLE 4SOLID YELLOW STRIPE PER CITY STD. 401. 2605 LF 8 ♦ 3 (p_x R�
ZQ— INSTALL a W-15n (RT) 51GN (LANE ENDS MERGE RT) PER CAL TRANS STD. I EA
r
yj ;k �� 4 �
INSTALL TRAFFIC ARROW. 21 Z
EA � QM ¢ 4
®— INSTALL 8 n SOLID WHITE STRIPE PER G1TY STD. 40-1. 1740 LF v
O— (NSTALL. R-I (STOP) SIGN PER CAL TRANS STD. 2 EA X p 4 ^�
Q, — INSTALL PAINTED "STOPuAND STOP BAR PER CAL 'TRANS STD. 2 EA �J DESCRIPTION OF REVISION DATE CITY
APPROVED
O-- INSTALL DOUBLE 4" DASHED YELLOW STRIPE PER CITY STD. 40-7. 185 LF
SQ-- INSTALL PAVEMENT MARKINGS, I EA
CITY OF RANCHO CUCAMONGA
�-- I145TAL.L 8 " DASHED WHITE STRIPE PER CITY 5TD. 40-7. 3OLF• MILL/KEN A VE*JVUE
®-- INSTALL "w-¢4•'' SIGN PER CAL TRAN5 STD. 2 EA EX/S'TIN6 �aQ� ECs1�i A MILL IKEN AVENUE STRIPING PLAN
STOP S/6N �� �o y t
11 INSTALL FLASHING ARROW SIGN (RT.)TYPEA PER TRAFFIC MANUAL 5-37 �, ,`Q �'�, PHASE ZA DFB
CAL TRANS 5T O. 2 EA
2
y No. 20596
12 INSTALL W-6 (- 15 MPH) 51 GN PER CAL TRANS 570. 1. EA * Exp.9.3049
I&— INSTALL R-r.3 516N PER CALTRAN5 STD. 4 EA �qlfcivi OFCA��FAPPROVED BY: DATE:
@-- (NSTAI.L-�` W-rAsToP AHEAD) 51 GN PER cAL TRANS STD. 2 EACITY ENGINEER RCE. N0.¢ �
Itf
15
INSTALL PAINTED
" STOP AHF—AD' PER CAL TRANS STD. 2 EA BENCH MARK B.M. 163B DESIGN MORSE CONSULTING GROUP RE ENDED
®-- INSTALL
"W- (LT) SIGN (LANE ENDS MERGE LT.) PER CALZRANS 5TD. I SAELEV. 1297.297 PI ANN/NG • ENGINEERING * SURVEYING &,A
24' EAST OF t ETIWANDA IWIR.L CAIAFI)NIA 272019•20
ecvr:c cw�m•r+un7zai�i
iDRAWN (711)7W7u7 FA%(714)79 ?MO SHEET
AVENUE AND 40 NORTH
17 INSTALL
it It I� (LT) SIGN PER CAL- T'RAN5 STD. Z E-A OF (t BASELINE, SET BRASS 5 OF
BECH DISC. IN TOP OF
18 INSTALL rW-//"(PAYEMENT w10TH mA1S,T/oN(RT))S/oN !ER CAL TRANS STD. 1 E4 1�/NTA GE DRIVE NENEND OF A X2 CONC
CHECKED DRAWING N0.
/3 INSTALL "W-11" (PAVEMENT WIDTH TRANS/T/ON(,CT)) SIGN PER C4L TRANS 3773. / FA BOX CULVERT. DATE FILE NO 13 ZZ
JOB NO. 340-0000-1