HomeMy WebLinkAboutRc St Improve Plans 979/6 Thru 981/2 979/6 979/7 979/8 980/1 981/1 981/29.7� f � 979f 7 �79f 8
��
r
1 , k
}
O
��fi
��
'� � , '
,��
4
., -� _ � ..
� ���
i Q_
l
1%
f
3ox
REDUCED PLANS
0 1 2- 5
lillittliff III itill.l..
I I
P3 INCHES ON OR16MAL PLANI
IMPROVEMENT PLAN CONSTRUCTION NOTES & QUANTITIES
GENERAL NOTES'
12902-1
/2602-2
12602-3
12602-4
12902-5
12B02-ro
12802
7-074/-S
1.
be done in accordance with these plans, the City of
All work shall(5.5)
/ CONST. 4" A.C.OVER 4'! AGGREGATE BASE. - -
5'F)
39,/
33�too .5P,
GG,C35
48,059
Z9, 934
40, 650
39, 376 '
S3,20
80� 980
337,? 5�
ons for Public
Rancho Cucamonga Standards and the Standard Specificati---CONST,
Contractor shall be Familiar
2 +' 4" AGGREGATE BASE. - ---
3 A.C. OVER
3�CONST. SIDEWALK PER CITY STD, DWG, No. S 310 & 311•-
C
(5•p)
1U 075
/0 360
5,907
�, /30
Gi
105 14.3
17, 329
7e� 7�ros,F
' orks Construction - current edition,
d
DWG. NO,
CLf
303.—
! /
2403
• 425
4B/
/Bo
loX�
(oG93 G.F
be responsible far adherence to these Standards and
with and shall. o
4 CONST, 8" CURB WITH 24" GUTTER PER CITY STD,
ls.r
2i060
800
/, GoO
Specifications,
5 CONST. SPANDREL & CROSS GUTTER PER STD, DWG. NO. 308 (X=3'),
-C )
2
G
4
G
O6--CONST. HANDICAP RAMP PER CITY STD. DWG. NO. 310.
«'P
/O
G
2.
All pipelines or substructures or -any kind, telephone or power poles,
p p
7 REMOVE EXIST. REDWOOD HEADER AND JOIN EXIST. PAVING,
334
25G7
water meters, valves, fire hydrants, ecc. shown or not shown on vhese
INSTALL STREET LIGHTS, .5800 LUd, WITH EXTENDED MAST.--
/2
/3
7
plans within the right-of-way limits or in adjacent areas where
9 -INSTALL STREET LIGHTS, 9500 LUM.
improvement work is to be done shall be removed, relocated or protected
/0 -INSTALL REDWOOD HEADER (2"X6")
in lace as required at no cost to the City of Rancho Cucamonga.
P q
// INSTALL STREET SIGN PER CITY STD, DWG. NO.. 401.
3
7 EA'
/2 INSTALL TRAFFIC STOP SIGN PER CITY STD. DWG. NO. 402.
Cet•)
3
—
—
—
/
2 err,
3.
An contractor' performing work on this project shall familiarize him-
damage to
PAVEMENT. —
/3 REMOVE EXIST. BARRICADE AND TEMPORARY PAVEMENT.
CASE B PER CITY STD. DWG, NO.
518:—t
9
2
¢
3
13 ram'
-. 1 be solely responsible for any
self with the site and shall y p
1 CONST. LOCAL DEPRESSION,
a4 --
Cam')
/
2
7 4'
existing facilities resulting directly or indirectly from his opera-
/5 CONST. LOCAL DEPRESSION, CASE C PER CITY SID. DWG, NO.
518.:
(e5•)
/
3
7
tions, whether or not such facilities are shown on these plans.
/6—CONST. CATCH BASIN NO. 1 PER CITY STD. DWG. NO. 502. -
-
/
3
/
2
'
4.
A shall be obtained from the City of Rancho Cucamonga Engineering
(FOR W & V, SEE PLAN).
/7 CONST. CATCH BASIN :90. 3 PER CITY STD. DWG. NO. 504.-
(eW)
4-2
3
/3 eA.
i
permit
Department prior to any encroachment or construction within City of
(FOR W & V, SEE PLAN) .
U£)
!
- _
/
/
EA•
Rancho Cucamonga easement or right-of-way.
1g CONST. BARRICADE PER CITY STD. DWG. NO. 404 AND TEMP.
PAVEMENT
/
PER STD. DWG. NO. 405..
(a`')
5.
All grade stakes shall be set by the Contractor or Engineer. Paving
/I CONST. CURB OUTLET PER CITY STD. DWG. NO. 506 (W,=41) .
stakes shall be set at all hinge points, edge of pavement points
O�ffJ---CONST. 0NL7E9 51nEWAL(C PIP PER 7Ty 5777 DW6 1Jo. 7.
9 E/t.
within 0.01 foot of sub -grade elevation and at not more than 50 foot
by City Engineer
2f CONST / CO+/ GURB WlTN 24"GU77ER PER (p67A/L ON'TN/S SYI: -
L F
/-1/0
/3/
21r,69
710 LF. 10,0.
intervals. additional paving stakes may be required
as needed at warped or vertical curve areas.
PLACE 67-REE7 T,e6Es' pER O!1/ Ala- 60/ CE.q)
(,Y/OUNT4/,v Y/EGv 0AIP15-0M) (4ae0c' 4P-5-47E4,) (CC�'9 ADE-/lF��
4/
4
9
/¢
29
9% E4.
water, electric, gas, phone or other utility laterals,
cONsT PER C/TY SrO.pWG NO, 9p5
(S.F)
25B1f
28BB
/g9�
220¢
205¢
349(0
4332 .
/9,/5¢F•'
6.
A11 sewer,
mains, or crossings shall be constructed prior to paving.
r
7.
Compaction tests of embankment construction, trench backfill, com-
on inal ground and all sub-grades.shall be Darfirmed at no
-
BENCH MARK:
S TPEET A/AME' 6w Al'.
BENCH MARK NO, 96-B
AT THE NWC ("F' �i.,VRN VE.
9,, U ',4VENUE
IVGWA1Tf1/,V 111,6W AW
2
3e¢
19TH ST. , 41, 1,'P. W, HAVEN
& 83 FT. N. `_ 19TH ST. f SET
ELM AVENUE
5°
DRIVE PIN W/C.S. TAG IN TOP
/t/oR�LK �R/VE
WEY6R/IJGE V_
6
6
AT THE E. END OF A HEAD WALL
FOR 3-24"' CMP--E :1V', 1430, 686
CA20/PF PLACE
QEL l/EOE,e_ PLACE
7
B
gelenitvmm coURr
�/
llw,T/N6S emeer
COUNTRY U/EW CP,P.
/D � L!
WARWicK cou,Pj
/z
witia�E�-dv caae7"
/z
MEA�WcRE4T e>xRT
/3
MONTEC/TO �U�PT
/3
CLOUERUALE CYX//1T
FA1,-hAVEN AGAVE
14
14
7.0,-IVE
426iV"Wa�lO
/5
SANDrp/PE,C' COURT
/S
AEl1ONSf//.QE CLYIRT
S
�`
R STORM 'DRAIN QUANTITIES
SEE SHEET
22 cLovERr?
pe/uE
SEE s/1T.'
patting _g
cost co the City of Rancho Cucamonga. \ written report with these
,�1y
compaction tests shall be submitted to the City Engineer for approval
prior to the placement of base materials and/or surfacing.
-
.0
to
33-35`
/e/to,�t7.5G'D /MP/?D✓�M�/v7=s /Q�k/
'
8.
At the completion of paving, a materials report shall be submitted.
33�EX/Sr
ST. IA4 PER P•/L1 8B%/2
~ f
the City Engineer. Lising all tests or determinations completed to
Slit.
J/96.3f 74o sTA. j,
verify stability oil content and Gradation of asphalt Paving
/r 29- 40
Ppp4aSEP 1MP,PnI/EMENT�`
9,
Prior to ins'tallaCLCR of any paving, a materials report shall be
f
4
22' //-/3�
IMP. PER T,F.
G'1��fE/TUlZE CL4V5TRUCT/Ord/
srior tea ro the City Engineer. Listing all tests or determinations
9/ 6X/57- ST. ,t/o.Q2'
/
completed to verify: sieve analysis and sand equivalent of
�/
8 ¢/ 4, 3i s,
/ 6� 4/
aggregate base.
,
51
5'
10.
Paving shall be performed in accordance with R-Value and Pavement tests
(prior co final plan approval)
O23 LE✓EL LINE slo
023 D� 1
LEl/EL L/NE
taken to determine structural sections
11.
When improvements are to be placed on native soil which consists of a
'
R�1+/
¢
4 2
rocky material, the sub -grade shall be prepared by removing all rocks
which protrude above the sub -grade and all voids or depressions shall
be filled with a fine grade material of a quality better than the native
-
TYPICAL. SECTION
TYPICAL SECTION
material.
A/Ts
12.
rehe asphalt concrete is o be placed on sub -grade, a soils
/vrs:
MOUNTAIN VIEW DRIVE!
ELM AVENUE
STA./Sf/2!3 f� STA.
e uniform
registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly
STA.O-fGi�Gi� STA. /6fGt�:73
= 0 �_
applied at the manufacturer's recommended rate for the full pavement
T.I. = S ^- EX/ST. :P. •- 70
I4
T..I. G R %O
width prior to paving.
14V
Ryv
R/W A'�n/
13.
Estimate of quantities is provided by the Engineer only for the con-
FUTURE CO/J57 RUCT/ON )
venience 9f the developer, the contractor shall make his own deter-
pPppO�l7 1MPCo!/EMEVT"S�
3Z' 32 /2-/4`
mination of construction quantities before submitting a bid. Any
3S'
item of work required by .these plans which is not specifically listed
included in the
6Xf6r,
6!'OUfJo ,
I" 2 /1W!N Iq $ I
7.5' ro' 4' 0'
in the estimate of quantities shall be considered as
[/UE
22
other items of work.
1,
3� /
g,
' � Se
PH' Fu VQE�Co.TQ.JGT/ON h 6
'..
•$',%
14.
Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402
F4 swag = / ¢! 4�----y4
c':1 TO 44YL/oGHT
l ��
shall be constructed at each intersection.
3'
a' a' E--= �r 5 0:23 /
1 , -.0.07 ' SLCYY n.'/a /F71 b��
O /3 0•/3 O26 1 ��
�n
cc�• ., ,
i �T �--
i
15.
City approval of plans does not relieve the developer from responsibility
/o' o' /0' to,
LE!/cL L/NE fuD
for. the correction of error and omission discovered during construction.n
ZIF / 0.3or
Upon request the required plan revisions shall be promptly submitted to
u'''"�-.
the. City Engine.: for approval.
/L
16.
Work site and exterior streets shall be in a neat- clean hazard free;
O//Z& 7 W
S.%Y/Lb R
c
orderly state, throughout construction. Site shall be cleaned upon
S 2.0 v
6"
request of the inspector.
TYPICAL SECTION
5TA•23D1 7.0 STA. 33f714I 1 .4
r
17.
Contact all Utility Comoanies as reauirad. 48 hours orior to excavation.
NTH:
MOUNTAIN VIEW DRIVE
TYPICAL SECTION
Provided for your convenience are the tol
`"'•' t
srA �f� 3 f sT,a 2o�2¢/i
SPRUCE AVENUE
INDEX MAP ✓1/=�'
6NEEX5 1 774RU /5
A. San Gabriel Valley Municipal Water District / .
Mr. Bob Stallings (213) 969-2718 7.-L=6.0 - EX15T. R"!/4LUE= 7p N �(
for Base Line Road construction 7.7=8 EX15T. ~"1,AZII- = %� 22 °)�
" ' -� INDEX MAP
B. General Telephone (800) 422-4132 R/W R/W
5'TORicf
for underground service /9 F"1 ,AL ORS%RFi10El/1YEP 46' S� I 7 l ?— PL,4/Js)
j
(FDR .o.PA/.t%
T!/
C. Southern California Gas Company (714) 529-2889 e;-A5A1,,4Li/L' 0'71VCR67Lr_/04A- Pv
AIAY PAVEMENT SHALL NOT � swE I 60,
2191 E. Birch Street (714) 529-7070 PLACEo (/t/T/L. ALL. UT/G!T/ES�` I'WE ' /8, 4.5' i
'92621 I
Brea, CA UT/G/TY LA720M5' A1171111V THE 30' go'
ROAOWfIYf/A(/E BEEN/.t/STALLEO,
D. Cucamonga County Water District (714) 987-2591� g/TE /MPiP01/Ey/Ei('TS 9' 9 9' I
9641 San Bernardino Road /rl/CLUO/NG ALL GR.90/NG ,yi4(�E I GEYEL L/NE ��, �a 0 +a FT
Rancho Cucamonga, CA 91730 BEEA/G17MPLETEp 4AIO AZZ ¢¢T O.+ , SLOPE / '
SLOPFy�. O.JB� 0.03 ".1B 10' /O` !O° /O
LQ90L _ I
UA/AC�EPTABGE PARKAMs—AVO I `
E. Metropolitan Water District (714) 593-7474 -' - -
IOAOlt/AY /MPRDI/EAIEA/TS .4 PE ''
3 lEYE/ 1/VE
P.O. Box 54153 REAAme5O A,VO REPLACED TO
3 0.47" I 0.35' 0.20' O'¢7'
2 ! scaPE��T 0'18 0.30, `�L4FE
Los Angeles, CA 90054 THE _4ATZ5PACT/o,t1 of T.5H6 " '"21
F. Pacific Telephone Company (714) 999-5639 C/Tj� ENG'/iflE61S'. 0.30� 0./e' 03'
- -- - - --- --��(-
( 77_7 6.0 f2tl=70 7
TYPICAL SECTION 3
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR W/ w 8
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR 5TA.0f4w-a0 70--:4•Z/05.A5-F,AIRHAVEN PLACE �z"
7z =5.0 _ �p
STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF -'-IA.f7'"-(e'J rosTA.,5t23.��- CARL DIFF PACE
SECTION
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE 5jA•pf85�s7A«Zt7�?7�J- TYPICAL
WEYBRIDGE DRIVE NOTICE
NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE
CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO COUNTRY VIEW DRIVE CONTRACTOR SHALL VEP.IFY ALL s,rA•nf68.5/ TO ,SrA, / 33 22 -PV17W Ot G'F.
PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES CONDITIONS AND DIMENSIONS
BRENTWOOD DRIVE AND REPORT ALL DIS- NORFOLK DRIVE
NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION SHALL
OR SANDPIPER COURT CREPANCIES TO THE ENGINEER
OF, AND ANY DAMAGE TO THESE LINES STRUCTURES.
w r4.3ta�gl
BUCKINGHAM COURT PRIOR TO THE COMMENCEMENT sro,�f55�59
of WORK. I3ELVEDERE PLACE
SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR DEVONSHIRE COURT
CONTRACTOR AGREES THAT HE SHALL ASSUME, SOLE AND COMPLETE RESPONSIBILITY HASTINGS COURT sr4.7�17344 7b 6r4. 61i3s49J
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO- WIMBLETON COURT FAIRHAVEN PLACE
JECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE- WARWICK COURT
MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
CLOV,ERDAI-E COURT
HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE
Why THE S/DEWALK /5 ALVAcENT Ti
OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL MONTECITO COURT NOTE•^ VvALL 1N7ZrP/Ore sTRE—f—M, FRE
OF IJGHTS, M,4/LBOXE5, STREET 516N5 Al
OR ALLEGED, I1, CONNECTION WITH THE PERFORMANCE OF WORKON THIS M E AD O W CR E S'T COURT THE /N5TAL!>4770N TRECT
�-L. BE LOLATEIO �NlNO THE SYDEWALK.
PRQaBCT,EY,CEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE BELVEDERE PLACE �� '��'��
OF THE OWNER OR THE ENGINEER.
R
30 X
REDUCED PLANS
3 INCHES ON ORIGINAL PLAN
MM19
10VEC
-86
389
)ED
;I(--
2-5
40.
- 82/-S
t
r
3ox
REDUCED PIL'ANS
0 1
k?j INCHES ON ORIGINAL PLAN:�
a
k