HomeMy WebLinkAbout1380 CONSTRUCTION NOTES
C1�--Const. 8" curb and 24" gutter per City Std. No. 303 .
2.o-Const. s" asphalt concrete pavement over G" agg. base.
3 Remove existing pavement. ARROW ROUTE IMPROVEMENT PROJECT
4a. --Saw cut pavement to a neat straight edge.
&--Remove exist. drive approach.
Remove exist. curb and gutter.
7�—Const. var. asphalt concrete overlay.
S I
E T MATE OF QUANTITIES
Const. ramp (dbl. ) per City Std. No. 102-8 (mod. )
1. 404 L.F. 8" curb and gutter.
9 Const. P . C .C . sidewalker Cit Std. 310 (mod. )
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10 Const . A.C. �aper. 5 / 2• 1, 500 Tons (47, 484 S.F. ) A.C. pavement.
3. 4 543 Tons (47,484 S.F. ) Agg. base.
11 Cold plane existing pavement per detail Sht. 1 of 4. 4. 37, 877 S.F. Pavement removal.
12 Adjust water valve cover to grade per C.C.W.D. Dwg. No. 4 .
5. 384 S.F. Drive approach removal.
6. 249 L.F. Curb and gutter removal.
7. 7 Tons (574 S.F. ) A.C. overlay.
8. / ,072 S.F. P.C.C. sidewalk and ped. ramp. GENERAL NOTES
All work shall conform to the City of Rancho Cucamonga Standard Drawing and the
�j 9. 574 S.F. Pavement COLD PL4AAff- Standard Specificaticns for Public Works Construction (Green Book) , 1988 Edition
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with 1989 Supplements.
Foodh/ll 10. L.S. Traffic striping, signing and marking..
Public and private utilities and substructures shown hereon are from available
11. 5 Ea. Adjust water valve cover to grade. record data. The Contractor shall be responsible for protecting all utilities
and substructures as shown within the construction limits of this project and
shall be responsible for any damage as a result of construction operation.
The Contractor shall notify Underground Service Alert (1-800-422-4123) and the
following utilities two (2) working days prior to construction or regarding any
problems:
So. California Edison (714) 947-8226
So. California Gas Co. (714) 798-7739
Gen. Telephone Co. (1-800-422-4123) (714) 949-8008
Cucamonga County Water District (714) 987-2591
Pacific Telephone Co. (714) 999-5639
For inspection and survey work for this project, the Contractor shall contact
the Public Works Sec:.ion at 989-1862 ext. 312 , two (2) working days prior to
. required.
A permii shall be obtained from the City of Rancho Cucamonga, Engineering
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ArrowDepartment prior to any construction or encroachment within any City of Rancho
1' �Pov�e
Cucamonga easement or right of way.
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The Contractor shall notify the San Bernardino Sheriff ' s Department, the
Foothill Fire District and any affected School District - 72 hours prior to
construction indicating any detours and/or road closures.
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ARROW ROUTE
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Beneh Mark No. 10-5-B
Mission winer a8fl.1. IV of ceder of -6We APPROVED EE !/ r DATE: .'
! 2139
CITY ENGINEER RCE. NO.�
NOTE : Hi hwa lobo (Foothill Boulevard) S. of center
9 � DESIGN — RECOMMENDED
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Contractor shall possess a Class A license, (general engineering contractor) , 1 1 1 ✓1� 1 J It mil/. L• Pave-n Commerce Cen-�,
in accordance with the provisions of the Contractor' s License Law (California in concrete Wre,,4;�60
oss analaral lab/eT �am eG7 /933 90 3-5 Hoven Ayenve ✓�'v�'fc /00
Business and Professions Code, Section 700 Et Seq) and rules and regulations '/ 11 • DRAWN Ra�cho cil g Q Ca/if. 9/730 SHEET
adopted pursuant thereto at the time this contract is awarded. g 944 /Zo8 , po% mrked U5 BM /Zo�9 P8�p pG. .C, --/—OF _
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Const. 8" curb and 24" gutter per City Std. No. 303 .
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1Q�ZpCCITY
3 �v�v " " N �� .� �_ /42 '4,9" DESCRIPTION OF REVISION DATE APPROVED
1� o �' 2r�. —Const. 5 asphalt concrete pavement over cc agg. base. v T� OF.7?
3 Remove existing pavement. �ti CITY OF RANCHO CUCAMONGA
�
--Saw cut pavement to a neat straight edge. t ; �' S'�i^eef "'l-an anol Profile,
Remove exist. drive approach. �,ZkN o u
A' v u • � R`t "'?� 6 . Remove exist. curb and gutter. �n� W o, 1 - Arrow Rou e
h3 3 h ,��`'►,� �o� � ��ht " :�: `` -h
Const. var. asphalt concrete overlay. CENTE�P TO �/.4VEN y��,� @�61��SS�O� �� y� W
Const. rasp (dbl . ) per City Std. No. 102-e (mod . )
1 APPROVED BY.' DATE. 3
9a-- Const. P . C .C . sidewalk per City Std. 310 (mod. ) a No/e • CITY ENGINEER RC.E N0.�2 7
10 Const. A.C . taper. 5=/ � No. 4030Q T gee .S'tieef /of 4 for Genera/ No/es -� 7
QP. DhYF 9 a g3DESIGN Linville — C L.5. 117C. RECOMMENDED
Cal-&Irach'o � Nofe5 Vielr7;�YA�a ,�/1� G.j, ;' 1 ' r �• /''I 035��'°"'mc✓-ce Cer,ler
@6----Cold plane existing pavement per detail Sht. 1 of 4 . CIVIL ��� E5///?�Gl�e� OT Q(�Q/77/t�G�s, Bel7ehlyla K) DRAWN q /law"Avenve., 5vi,� loo SHEET
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Adjust water valve cover to grade per C.C.W.D. Dwg. No. 4. OF CAt�k� Q/�d Defa//J�. �7.A•C• Tc%Phone: (7i4 "gB�J-3922 OF_�
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CONSTRUCTION NOTES 6
h 3 ] f 1. Const. 8" curb and 24" gutter per City Std. No. 303 .
iVOTE- SEE ,0,F 4& OC •� N\ r • //ADD Q }- '�o�G
Arrow 1?7 71-1/5 5HT R � tiV \Si\ 8 I ) ¢� �v 2a. --Const. s" asphalt concrete pavement over 6" agg. base.
S.W L,4i1/D/NG OET.4/L . Cyr } �Ipaia: ^ I COit/ST 4"
�, -r ZQ 3 Remove existing pavement.
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,d= 90°3728" 2 P .4.C. INAK
LN/,4Y
.35:38' I�x 4�. —Saw cut pavement to a neat straight edge.% �y k
Ex. Vwk
Remove exist. drive approach. R
6a. —Remove exist. curb and gutter.
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1( Ex•C. G Const. var. asphalt concrete overlay.
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8a. —Const. ramp (dbl. ) per City Std. No. 102-$ (mod. ) "
Z 3 EX•84"x.c P s.R®>� s
"W—z90-40 - _ 9 Const. P. C .C . sidewalk per City Std. 310 (mod . )
405•�✓ I 8 �,
scale ! _ - 9
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JQ— /2 10 Const. R.C . taper .
Cold plane existing pavement per detail Sht. 1 of 4 .
ExC• G•
V D — (2 —Adjust water valve cover to grade per C.C.W.D. Dwg. No. 4.
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oDESCRIPTION OF REVISION DATE APPROVED
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UR CITY OF RANCHO CUCAMON A
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�,�� a ��• ��+ �,�( f;� APPROVED BY. / DATE.
.� c Alofe' CITY ENGINEER fffaR.C.E. NO. Z
+~. T gee Sheet /0l4 Icor Oetera/ Nofes /� ��` /
DESIGN Linville C.G. C•S. TrIC• RECOMMENDED
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