HomeMy WebLinkAboutRc St Improve Plans 970/1 Thru 970/6 970/1 970/2 970/3 970/4 970/5 970/6970/1 970/2 970/
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GENERAL :TOTES I -
' IS' - 2£'
i. All work shall be done in accordance with these plans, the City of P, 15' 4+ Ip• Ig'
Rancho Cucamonga Standards end the StaAdard Specifications for Public _ 1- ,
Works Construction - current edition. Contractor shall be familiar 41 (' 10' 2 i3 /84- O '
with and shall be responsible for adheranc_e to these Standards and I STA. 157+05.23 TO 159+85.23 OVERLAY (,'A.C. coo" A4, O.✓�aLAY
Specifications, f-
i a 811 C.F. (Tyr)
2. All pipelines or substructures of any kind, telephone or power p)les,
water meters, valvi3, fare hydrants, etc. shown or not shown on these
plans within the right-of-way limits or in adjacent areas where ' (''t j 87 N '' -
improve�,ent work is to to done shall he removed, relocated or protectedin pla•se 4,s required at no cost to the City of Rancho Cucamonga.-'�--
EX/5 ' A•,C• REMOV L t �.` i EX/S% A.C.
3. An contractor performing -work on this project shall familiarize him
1 y _ n P � ,
self with the Site and shall be solely responsih_e for any damage to F-�-- -
existing facilities resulting directlyoz indirectlyopera-
tions, his o era-'- 22 j
tions, whether or not such facilities are shown on these plans..23 -�
4. A permit shall be obtained from the City of Ranclir_ Cucamonga Engineering It CON57-RUC7-/0/V It
Department prior to an) encroachment or construction within City of z STA. 153+85.23 TO 157+05.23 �-
Rancho Cucamonga ea'ement or right-of-way. v OVERLAY
EXIST, q.C. PEWO✓AG EX15T. AG
, All grade stakes shall be set by the ContraEX/ST
c�,_ -+l r Engineer. ?avxn�
stakes shall be set at all hinge points, edge of pavement points l N I N Su C.F.(4YP)
within 0,01 foot of sub -grade elevation and at not more than 50 foot V EX/5T• A•C, �%'- � AC
intervals. Additional paving stakes may be required by City Engineer '0 (?-a)
as neeaed at warped or vertical curve areas.
6. All newer, water, electric, gas, phone or other utility laterals, 35
mains, or crossings shall be constructed prior to paving. --
n
7. Compaction tests of embankment. construction, trench backfill, com l'
pacting original ground and all sub -grades shall be performed at no I -(S' l0' _ 7' 7t 3,
Cost to the City of Rancho Cucamonga. A written report with these.
compaccion tests shall be submitted to the Cit gineer for approval J
,;
I STA. 139+66.42 TO 145'i3.tJ9 pyEpLgY J OVERLAY
prior to the placement of base materials - nd/or surracin�,.
and3 CONSTRUCT/OA/
8. At the completion of paving, a materials report shall be submitted to STA. 4$+99.09 TO 153+85.23
the City Engineer. Lising ali tests or determine-t ns completed to l /.G� z•8°(NP)
verify stability oil content and Gradation of asphalt PdYing j J
Prior to installation of any paving, a materials report shall be Q f-- - �� X/ L- -
submittea to the CityEngineer. Listing all tests or detarmiiiaciots I \�-�� EXIST. A,C
g g MM/ST A.C• I I I EXIST A.C�
completed to verit,,, sieve analysis and sand equivalent of /� l� Ir
F►+ l X!ST AL' 4 i REMOVAL
aggregate base. t.E v9L
10. Paving shall be performed in accordance with R-Value and Pavement tests 1t
taken to determi.•':e structural secLLona (prior to final plan approval)I /
�• I gF; /O'
11. Wi,en improvements are to be placed on native soil which consists of a Mai n L ac. c.:EK[A
rocky material, the sub -grade shall be prepared by removing all rocks /� 3 ¢'
4 ' '
which protrude above the sub -grade and all voids or depressions shall {i Or` ISTA*
147+09.09 TO 148+99.09 be filled with a fine gradematerial of a quality better t,an the nativ�material. � AC OVERLAY
t6
12. If the asphalt concrete is to be placed on sub -grade, a soils •.terilant W, _J }
registered by the E.P.A. for use under A.C. and P.C.:. shall be uniformly Z Q ( /,O % 1C.F 2,_
V VI .
applied at the manufacturer's recommended r.,re For the full pavement - j.B�-/,9/ CrYP.i _ y <2Z-i� _
width prior to paving'.-'- I -
Estimate of quantities is provided by the Engineer only for the con- Q ^� ` # EX15T. Ar ; EX/SI" AC, -
13. E q p t F5'r-16r ,Q,G.venipnce of the leveloper, the contractor shall ma:e his own .ter-"
1 iEl�1�s�AL'
mination of construction quantities befits submitting a bid. Anv I ,
item of work required by these plans which is not specifically listed ,
in tn_ estimate -of quantities :,hall be considered as included in the CON57-RUCT/ON
other items of work. 10,
35'
14. Street signs per City of Rancho Cucamong4 Standard Numbers 401 and 402 a I8, 1O• - d' _
shall be constructed at each intersec o%. A.C. O
VE.QLAY
15. City approval of plans _.es not relieve the developer from responsibility I STA:. 145*13.59 TO 46*28.59 A.C. 0•�:CLAY F�-
for the correction. of error and omission discovered during construction.
Upon request the required plan revisions shall be ,rumptly submitted to
the City Engineer for approval.
16. Work site and exterior streets shall be in a ne.,' clean, hazard free, O - - -� -
orderly state, throughout construction. Site soak be cleaned •ipon - - - - -1
EX!STAC
request of -the inspector. V �E,f/5T..4.C. I I I
Ul �E 5
17. Contact e,1 Utilicv Companies as required, GS hours prior to excavation.
N RE/`A7VFL
IS. Nafive ea'I to be scarified or ripped beivvec i median curbs prior to 35' 7-10'
-fill placcmen+. T
Provided for your convenience are the rollowing:
A. San Gabriel Valley Monicipal Water District /B 1 6 - 2 V
GCNISTRvcT/O/J
Mr. Bob Stallingso1
(213) 969-2719 - 4= ?.2' 3�
STA. 136+46.42 TO 139+66.42
for Ba a Line Road construction OVER1 t
RIST
B. General Telephone (800) 422-4132 1 -Ai.. REMOVAL EX15T. AL.
I REMOVAL
for underground service
G. Southern California Gas Company (714) °23-2889 �- - -
2191 E. Birch Street (71&1 529-7070
Brea, CA 92621 �-1 /
D. Cucamong- County Water District (714) 87-2591 EX/STA.0
9641 San Bernardino Road CONSTRUCT/ON
/O`
Rancho Cucamonga, CA 91730 39
E. N,erropolitan Water District !714) 593-7476
P.O. Box 54153 //JJ
Los Angeles, CA 90054 ISTA. 133+96.42 TO 136+46.42 -s1.0 OVERLAY F. Pacific Telephone Company (714) 999-5639 I 3 3I
NOTICE _.-/.07%_ _ NIL 2%
CONTRACTOR SHALL VERIFY ALL ao;l
CONDITIONS AND DIMENSIONS }� ~- -__ �r -- -•- - -`1
AND SHALL REP'iRT ALL DIS- +-- -- EX15T A C
GREPANCIES TO THE ENGINEER EX/sT 4.C,
RE�yA�
PRIOR TO THE COMMENCEMENT
OF WORK.
SPECIAL VOTE FROM PRIVATE ENGINEER TO CONTRACTOR PRIVATE ENGINE_R'S NOTICE TO =3NTRACT0R
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBI=y THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR
FOR JOB SITE CONDITIONS DURING THF- COURSE OF CONSTRUCTION OF THTS FRO- STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF
JECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE- AVAILABLE RECORDS. TO THE BEST OF OU--' KNOWLFDGE THERE ARE
MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING NO 21USTING UTILITIES EXCEPT THOSE SHOWN 014 THI-1 PLAN. THE
HOUR,u, AND THAT THE CONTRACTOR SHALL DEFEND', INDEMNIFY AND HOID THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO
OWNER. AND
THE
ENGINEER HARMLESS FRGM ANY AND ALL :,iBILITY, K,AL PROTECT THE UTILITIES SI-OWN AND ANY OTHER LINES OR STRUCTCRES
OR ALLEGED, IN CONNE:TION PITH THE PERFORMANCE OFWORK ON THIS NOT SHOWN ON THESE HESE PLANS, AND IS RESPONSIBLE FOR THE PROTEt.TION
PROJB T, EXCEPTING FOR LIA111LITY ARISING FROM THE SOLE NEGLIGFNCE OF, AND ANY DAMAC? TO THESE LINES OR STRUCTURES.
OF THE OWNER OR THE ENGINEE3.
REDUCED PLANS
2 '+
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3 INCHES ON ORIGINAL PLAN
6
CONSTRUCTION NOTES & QUANTITIES
((,------CONST. 6" A.C. PAVEMENT OVER CO,4PACTED NATIVE SOIL.--- 11,150 $F -
3 2.
- CONST. A.C. OVERLAY. - 5,a76 5F- 2O
--SAWCUT EXIST. A.C. PAVEMENT. 376 L•F-�3
I�CONST. $I1 CURB ONLY PER CITY STD. NO. 301. 5,625 L•F--��S
0--REMCVE EXISTING A.C. PAVEMENT. _ -- Z4,7ZS SF. O
REMOVE EXISTING MTDIAN TREES. 73 EA•-�
REMOVE 3XISTTNC- 3ATCH BASIN AND PLUG a ABANDON
(CA.
C��_EXIST. C.Y.P.
INDIE K MAP
• 5A 4o C LE
T
CONSTRUCTION NOTES & QUANTITIES
((,------CONST. 6" A.C. PAVEMENT OVER CO,4PACTED NATIVE SOIL.--- 11,150 $F -
3 2.
- CONST. A.C. OVERLAY. - 5,a76 5F- 2O
--SAWCUT EXIST. A.C. PAVEMENT. 376 L•F-�3
I�CONST. $I1 CURB ONLY PER CITY STD. NO. 301. 5,625 L•F--��S
0--REMCVE EXISTING A.C. PAVEMENT. _ -- Z4,7ZS SF. O
REMOVE EXISTING MTDIAN TREES. 73 EA•-�
REMOVE 3XISTTNC- 3ATCH BASIN AND PLUG a ABANDON
(CA.
C��_EXIST. C.Y.P.
INDIE K MAP
• 5A 4o C LE
T
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DATE (APPROVE
CITY of RANCHO CUCAMON'GA
HAVEN AVENUE
TIRACI,I NO. 12317 & TRACT NOT. 12318
MEDIAN IMPROVEMENT
FROM CHURCH ST. TO BASELINE. RD.
(714
CHECKEDD RGE. No DRAWIN
QA
B'S'
TE" FILE N Q.1-46-71W- 97
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ism
IN 0
INN OF mg' 2 �a ii®.® III
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-1&4"
BENCH MAIM
BENCH MARK NO. 96-B
AT TI,E 14WC OF HAVEN AVE. &
19TIl ST., 44 FT. `A. HAVEN
& 83 FT.. N. 19TH ST., SET
t? DRIVE PIN w/C.S. TAG IN TOP
AT THE E. END OF A HEAD WALL
�AA FOR 3-24" CMP--.ELEV. 1430.686
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/40 141 142
a m w i a� v—
CONSTRUCTION NOTES
T
3p•�- CONST, 6" A.C. PAVEMENP OVER COMPACTED NATIVE SOIL.
3.33 CONST . A.C. OVERLAY.
- SAWCUP EXIST. A.C. PAVEMENT.
®--CONST. 8" CURB ONLY PER CITY STD. NO. 301.
arj ---REMOVE EXISTING A.C. PAVEMENT.
I REMOVE EXISTING MEDIAN ThFF.S.
REMOVE EXISTING CATCH BASIN AND PLUG & ABANDON
EXIST. C.M.P.
R
L
I7'03.42°
2Ca4.-0
60.90
18'30 S
204- -
GG.07
3,0 X
REDUCED PLANS
0 iT ''-1 ,
I 3 INCIES ON ORIGINAL PLANA
a
DESCRIPTION Of REVISION DATE APPROVE
CITY cid RANCHO CUCAMIONGA
HAVEN AVENUE
TRACT" NO. 12317 & TRACT NO. 12318
MEDIAN IMPROVEMENTS
FROM CHURCH ST. TO BASELINE RD.
APPROVED 13Y DATE %J-83
CJTY ENGINEER `� ROE. No 23889
DESIGN WDOLE AND ASSOCIATES, INC. RECOMMEI,DED
5.8. OF SAN BERNARDINO COUNTY nGa >5�
CONSULTING CIVIL ENGINEERING
DRAWN AND LAND PLANNING' SHEET
545 N.MountainAve.,Suits Io5
/[ W.W. UPLAND CALIFORNIA91786 �_ OF
PH E�(1 '94��
6-2R4Qi -
CHECK RGE. No /�h/ DRAWING N0.
JA FILE No.75 970
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^.REDUCED PLAN:S.
I I r 11111U IIf112 3.
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�— ;i INCHES ON ORIGINAL PLAN
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30 X
REDUCED PLW'
0 1 2 3
3 INCHES ON ORIGINAL PLAN
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REDUCED PLANS'
lilift fill 3
3 INCHES ON ORIr:vAL. PLAN
0
3OX
RED JDED PLANS
0 1 2 3
rflil 'i- � f. f l l i f f f i f 1 f_I_ll.t.
3 INCHES ON ORIGINAL °LA-':
A.