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IMPROVEMENT PLANS FOR THE CONSTRUCTION OF A
NORTH SIDE OF ARROW
RTE , AVE .
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PROJECT L
:. MAW 117 77 _ Y
GENERAL NOTES: CHURCH ST.
1 . All work shall conform to the City of Rancho Cucamon a Standard Drawings and the Standard >
Specifications for Public Works Construction, (Green Book , 1994 Edition a
RANCHO
2. Public and Private utilities and substructures shown hereon are from available records. The CUCAMONGA
Contractor shall be responsible for protecting all utilities and substructures as shown within the oz w
construction limits of this project and shall be responsible for any damage as a result of the T°
construction operations.
FOOTHILL BLVD.
3. The Contractor shall notify Underground Service Alert 1 -800-422-4133 and the following utilities U j 6 6
two working days prior to construction or regarding any problems. Q
�
Southern California Edison Co. 909 CITY HALL 989-5861 CMC CENTER DRIVE
California Gas Co. 909 335-7712
General Telephone Co. 800 422-4132 = ✓
Cucamonga County Water District 1909 483-7440 U W
_
4. For inspection of this project, the Contractor shall contact the Public Works Section at 989-1862 ' ARROW ROUTE
ext. 2341 two working days prior to the required date.
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5. A permit shall be obtained from the City of Rancho Cucamonga prior to any construction or JERSEY AVE.
encroachment within any City of Rancho Cucamonga easement or rights-of way.
6. The Contractor shall have a "Class A" or "C-8" Contractors License. 4z
7. Contractor shall verify all conditions and dimensions shown on the plans at the site prior to commencement A T do S F R R 8th E
of any work. All discrepeancies shall be reported for direction immediately to the city.
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8. The Contractor shall familiarize himself with all underground utilities, pipes and structures, and W1
shall take sole responsibility for the repair/replacement, at no cost to the City, for
any damage of said underground utilities, pipes and structures. c�
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WI` W
W' v 6th STREET
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CONSTRUCTION NOTES
Q,—REMOVE
SAWCUT
q •—CONSTRUCT 4" TK. PCC SIDEWALK, WIDTH PER PLAN
4CONSTRUCT BUS BAY PER CITY STD. 119
S�RELOCATE SIGN
IENOT TO SCALE
(D-A.C. PAVEMENT
(Zr—PAINT 4" SOLID WHITE EDGE OF PAVEMENT STRIPE
PER CITY STD. 133
INDEX: LEGEND:
SHEET DESCRIPTION NEW PORTLAND CEMENT CONCRETE
1 TITLE SHEET
2 BUS BAY IMPROVEMENT PLAN C.A.B. cmr
DESCRIPTION OF REVISION DATE
ASPHALT CONCRETE ..
1AS CITY OF RANCHO CUCAMONGA"_ UlLf
�i7 I
4 G in 3 -$ Yb IMPROVEMENT PLAN FOR
SIGNATURE TITLE RCE DAI E
CITY OF RANCHO CUCAMONGA BUS BAY
NORTH SIDE OF ARROW RTE. JUST WEST OF HAVEN
OFESS/ APPROVED BY: - DATE:
CITY ENGINEER RCE: 2 953
DEQ PLAN PREPARED BY: ENDED
b
n N0' 37 t- S
CSB CITY OF RANCHO CUCAMONGA
Exp. 06-30-96 10500 CNIC CENTER DRIVE
* * DRAWN RANCHO CUCAMONCa. CA 91730 SHM
Ctv0- CSB of 2
�aF orf
CHECKED aj. R.C.E NO =37 DIVWING No.
HM DATE FLE No 95-11 1 541
BENCHMARK ELEv: 1207.674
No. 105-B MISSION WINERY, 68' N. OF CENTER OF
STATE HIGHWAY 66 (FOOTHILL BLVD.), S. OF CENTER
{ FAL ENTERANCE TO MAIN BUILDING, 1.5' S. OF FOUNTAIN, IN
' ' . -
CONCRETE POST; STANDARD TABLET STAMPED '1933 H44
__ -- SE ENT 1208", TELEPHONE POLE MARKED USPBM "1207.9"'
LC 30. 5' IN
LC 30.45'
PlOv—piz E c_-0 L 2 2I
--
• .- N
v -
-74
< -
-
_ - ! - -
5 V7 rn
I - _
0%1101% 40
- •
.. -
- -
PROF! €
ry
HORIZ. SCALE. 1" =20 -
VERT. SCALE. 1"=2' - - -
20+00 21+00 22+00 23+00
I CONSTRUCTION NOTES
2 Z N 1�}--REMOVE
SAWCUT
3 9 ),- 3�CONSTRUCT 4" TK. PCC SIDEWALK WIDTH PER PLAN
g
2 `� Z c r ZI CONSTRUCT BUS BAY PER CITY STD. 119
} w • U) W W 5�RELOCATE SIGN
ado Z a z z > >� l" >
? �Hg SEE SIDEWALK PROFILE ABOVE O N z V p U Z \ Q A.C. PAVEMENT
Z 0 � � 3 3 � ! Z 7�--PAINT 4" SOLID WHITE EDGE OF PAVEMENT STRIPE
z c ' N a 1 w PER CITY STD. 133
Z �?� o m O W Z vi QI
Z in w��
m -= E Z SIDEWALK, CURB, �i w .0-
+ _
Z R a w - - — --3 —_ 0 4 to
2 1 AND GUTTER t NOTES:
SaP Atx _ �� c viz$ __--r- --r -- -__ _ o IDEWALK�1SEAItEt�T ' jui / ► 1 - 1 . CONSTRUCT CONTROL JOINTS 3" DEEP ON 12.5'
-- - --- - ___ _ - - + �! t' 7� SPACING ALONG THE BUS BAY. EXTEND THROUGH
C4
– c" z / c� CURB ADJACENT SIDEWALK AT RIGHT ANGLES TO
3'� – < – – _ –a__ j SCALEi 1' = 20' THE OUTSIDE EDGE.
-- — — _ ~ 2. CONSTRUCT WEAKEND PLANE JOINTS MIDWAY
BETWEEN CONTROL JOINTS IN CURB ADJ. S/W.
SL �, a ,. .��� ,��� I 3. E.P. STRIPE SHALL BE fi FROM LIP OF GUTTER.
STA 23+54.34 ARROW .
` I I ------ --------- HAVEN AVENUE
-- ' - ------- -------------------------------------------- --------------- -------- ------- --------- ----------------- - - -----
-- 36" HPG - ------- i--------------------------------------------------------------- --------- ---------- --------- ----------- ------ _ -'1---1--36" HPG------------------------------------
5 7 5 2 6 5ul I
a a
ARROW RTE. ; ---�
N 890 35'50" W 22 c ; 23
I I I
cmr
R (` DESCRIPTION OF REVISION DATE �OYM.
15' 5D' '[
1 CITY OF RANCHO CUCAMONGA
1 1 , 6.5' 10' 36' Ao ,
IMPROVEMENT PLAN FOR
� I' CURB FACE Slrjf lAI URE TITLE RCE DAI E
3 I BUS BAY
{,\ t CITY OF RANCHO CUCAMONGA
Q1 1 * NORTH SIDE OF ARROW JUST WEST OF HAVEN
ROUND OMIT IF CURB IS REMOVED
OOz TO IT CLEAN STRAIGHT EDGE aOFESS/ APPROVED BY: - DATE: S
DAYLIGHTLINE2' \� 1 AT ITS JOIN WITH THE
EXISTING A.C.
2.OpX ————— ��o ,� 1AUR.4,It CITY ENGINEE RCE: 2 953
LEGEND. ~� ti DESIGN PLAN PREPARED BY RECOWWFNDM
I — —
No. 36937 In
= CSB CITY OF RANCHO CUCAMONGA -
�- 0 PORTLAND CEMENT CONCRETE w
Exp. 06-30-96 10500 CHIC CENTER DRNE
_= C.A.B. * C'V,� `� �� RANCHO CUCAMONGA, CA 91730 ��
BUS BAY SECTION ® 21 +50 %+ CSB 2 of 2
T.I. - 9.0 R - 67 ASPHALT CONCRETE °F -`�` C,E� , ME NO 3937 DMWI G NM
w
SCALE: HORIZ. 1w 10' HM DATE 05-01-95 ME NO 95-11 �541
VERT. 1 2