HomeMy WebLinkAbout1291-D 1
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JVote : ,See .S!, / t (&Ihv/Lice) Ar Sent* Marks.
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RED HILL PARK STORM DRAIN
IMPROVEMENTSi
i
con& VOTES
CONSTRUCTION NOTES
1. All waft shall be dome is acc•rdesse wits theme plans, the City of
¢ 1 Install 18" R.C.P. (2000 D) . Rancho Cucamonga Standards and
tbq Standard Specifications for Publ4
Works Construction - current edition. Contractor shall be familiar
2a. --Reconstruct rock mounding (inkind) as necessary due to grading and
witk and shall be responsible far adherence t these standards and
Specifications.
storm drain installation.
3. Construct catch basin No. 5 per L.A.C.F.C.D. Dwg. No. 2-D164/modify t. All r motors, es substructures fire hydrants,
an s, bind. own or no os pons pth•se
dimensions for 24" x 24" traffic grate (bicycle proof) per Alhambra " water witers, helves. isr• hydrants. ate. shown en not shown our these
Fdy. A-2012 Or equal per detail Sht. 1. plasm improvement
the is
be demway limits be re adjacent orate where
improvement work is t be done shall ►• removed. relocated or pr•t•ecd
4. Construct junction structure "A" per City Std. No. 508. QC�p h in place es required as no cost t0 the City of RemeM Cucamonga.
pC P.Lic.C.SAO Z4`x A'G'I'M f 2. Any eenesaetsr p•ri•rmisg wark a this Project .hell iemiliarise hit
5. junction structure "B" per City Std. No. 509 i detail Sht. 1. Q�' salt ..eta the site and shell w ..lily responsible to: •m7 damage to
�CC J�Ipetf Z Or Os�4il Per A /i7 �y.
6. Construct 4" P.C.C. slab and join to existing slab. A-t0/t or Rin� times,
etherfacilitiesn resulting directly re shown only from his opera-
Construct
[.: e {� tions, whether or not week facilities are shown on these plans.
BEARING/COORDINATE TABLE _ obtained _ _
7. Construct P.C.C. apron around inlet per detail Sheet 1. _, S Ai(�. Z D/7L 1
from the
ity of
ga
8. Reconstruct existing rock monument (inkind) . S. ta,, Dearing *, �'� `'"'
-1 ,• aitsststt p for t fir encroachmentCor construction within Cityiof ks`
\ �• ~ ]' �r, �. +�� .Q Rawehe Cucamonga easement or zi=ht-of-w".
9. Reconstruct existing planter curb (inkind) as necessary due to 4 + 98 . 13 1556 . 50 1339. 50 �j Ow •�
i �t jun 9 P Ilssr�e S. All grant stakes shall be sat b the Contractor or Lwtimae:. laving
change in grade. N 72• OS' 44" W � - r-
+ 617e1� � 5.�. I1'V/As •�� � stakes shall N set at all Alas• points. edge of pavement pelota
a rt r detailed section Sheet 1. 3 95.67 1588 .00 1242.00 � s •-' � N wichia 0.01 feet of sub-grade elevation and ec not more char so fee
Sub-excavate backfill import per N_
� _ -� - intervals. additional paving stakes may required by City Engineer
N 840 S9 ' 31" W
is needed at warped or vertical curve asses.
2 + 98 . 30 1596 . 50 1145.00
N 290 20' 24" E -- ' •i1 .i •~ •• 6. All sower. water. electric. Sas. phase 0r ether utility laterals,
2 + 10. 54 1520.00 1102.00 ./j .?� t/►1' T S7� ttr T 17� • Rains. or crossings shell 1e constructed prier t0 paving.
N 000 53' 43" W �/fG�QsSiT/`C� FPI �y T. Compaction tests of embankment construction. trench backfill. camp;
1 + 14 . 53 1424.00 1103.50 .(� P/a/f patting original ground and all sub-trades shall be performed at so
N 160 16' 20" _ M _ e► r --� cost to the City of Rasche Cucamonga. A written report with these
0 + 18 . 17 1331. 50 1076 . 50
lee��• compaction teats shall be submitted to the City Engineer for approval
N 070 54' 26" )t Aw a `� `akh 16,a:5;17 Ma. Mad- DeJa�/ prior ce theplacement of base materials and/os surfacing.
i 0 + 00.00 1313.50 1074.00 / f �, /'tp� 7a S Q 8. At the completion of paving, a materials report shall be submitted to
N 830 50. 59" _ ` the City Engineer. Living all tests at determinations completed to
9 , verity stability all content and Gradation of asphalt Paving
0 + 33.00 1317.04 1106.81
N 830 50' 59" 2 ` 9. !slat to L'lstaliatie's of my raving. a materials report shall ba
1 + 16.67 1326.00 1190.00 submittee to the City Engineer. Listing all tests or determinatsose
If 670 35' 52" S ,`� completed t0 vrify: • sieve analysis and sand equivalent of
aggregate base.
1 + 87.52 1353.00 1255.50
N 670 35' 52" 1 ' 10. Paving shall be parforntsd it sceozdsrot with R-Valve and Taveannt tests
2 + 19. 52 1365.20 1285.09 16v I �\ taken to determine st:vctural sections (prior tQ final plan approval)
'0
N 890 09' 20" W I �
+ 83.52 1364.26 1349.08 I /�� When improvements are t be placed me native sail which consists of a
2 / rocky material. the web-srade shall be prepared by removing all rocks
N 470 42' 10" s �� V which protrude above the sub-trade and all voids or depressions shall
3 + 12.!1 1384.04 1370.82 \ be filled with a fess grade material of a quality better than the cativo
II 120 09' 44" t ,y _ _ material.
4 + 11 .07 1480.00 1391.50 �; / `_ --- 12. If the asphalt concrete to t0 be placed an sub-grade, a soils sterilant
Ul7C/QSSif/Cd // registered by the L.P.A. for use under A.C. and F.C.C. shall be Ysitarmiy
, applied at the manufacturer's recommended rate for the full pavement
�L
�10, width prior to paving.
18. Estimate of quantities is provided by the Engineer 0017 for the ser
h' vensence of the developer. the eostracter shall maks his ova dater-
g.
ater-
�' '/ urination of construction quantities before submitting a bid. Any
(So� sti1�.3 -
I \ item of work required by these pleas which Is not specifically Slated
// \ I ` in the estimate of quantities shall be considered a0 iacluded is the
other Items of work.
r / t
See StieCf 3 of STS.Pl< o7�Ob 14. street signs per City of Lash* Cucamsaga standard Numbers AOl and 402
\ shell be constructed at each intersection.
W \ 13. City approval of plana does mot relieve the developer from responsibility
BEARING/COORDINATE TABLE
\ /y for the correction of error ad emission discovered during construction.
Upon request thew required plan revisions small promptly submitted to
U - / a• ' �\ / ` f� the City Engineer for approval.
Sta.
V
�,#na lfG�iLff/ Cd ✓ e D
�� �x�• � an
L 16. Bork site d exterior street* shall be is a wesan
t. class. sassed fres.
�X�ya ��
0 + Ob 1196.34 1313.09 orderly state, throughout cosstructiea. Site shall be clammed upon
request of the inspector.
N 790 11' 28" Z
to
0 + 28 .75 1901.73 1341.33 ' E% 17. Contact all rtillry Comoaniea as reeuired.tl�llnrldma�ns rias u� �tm.mli.m�
N 79* 11' 23" s o C' Provided i or your comeaasace-are tae i ollowing:
�,• i '� " 1 + 26.15 1920.00 1437.00
N 370 29' 07" N i
A.
San r. Bob eStalliings )Municipal9-7911 District
2 + 93.76 1787.00 1539.00 S
J. 5.'B' OGfail General Telephone (800) 422-4133
to �j /r 3� for underground service
-*a/C s s C. Southern California Gas Company (714) 529-2888
h 0 221912. Birch Street (714) 529-7070
Brea. CA S
h
PROJECTALTA Low Prof.f. v D. 9641mSaaa3eraa diaotRoaOkstrist (714) 907.2591
•1 Irnpoorf �brviou� .Sol/6�k�// - •-' ' ''
LOCATION
C, 91730
N L 1 r
I. Rancho Cucamonga.
� 7 j✓%J�� Jand EQaralCHT <SG>o1` ,1 � �-r!' •�'. H _k- % - P.O. Box 54153
!, E. Metropolitan lister District (714) 593-7474
BASE LINE AVE. 90054
• •,, . Los Angeles, u
• , ,. . .•i F. Pacific Telephone Company (714) t"9 %3V
PARK T�
/ • Jam` y �• I _J71 ,
„ Port cervi �r/,yr>�� 9vb-Excciv�r�►a►�
,;;`;• Egvira/er7/ (54f JwI"7io Area (ExR4P.1) M
PALO ALTO ST. • ` : ':
ESTIMATE OF QUANTITIES (S.D. and Earthwork)Uj
/0 b-E Ib� •
b
a 1. 1,161 L.F. 18" R.C.P. (2000 D) . S/,. /;// /g;q.CP not fo ;ea,&
rd, Q .
Com+ ST 2. 17 Ea. C.B. No. 5 with P.C.C. apron.
3 3. 2 Ea. Junction Structure "A" . /70t SGa G
o W 4. 1 Ea. Junction Structure "Wo DESCRIPTION OF REVISION DAT[ APPROVED.
\ J Q
W C Fv�= S. 1,575 S.F. P.C.C. slab. * nrj _wr- b /G
_ 4 U t:f lP
:A,,, �,�,,,,,,,p,,,o J , � �- 6. 1,700 C.Y. Sub-excavate (export) . : : �- - CITY OF RANCHO CUCAMONGA
l so. a
. � 7. 620 C.Y. Unc
lassified excavation. ,. TiC �Ce
g + s. 230 C.Y. Unclassified fill. P,C.C.,�orw►7 ansa//s P.e.c.Ap�n RedHill )PX*
FOOTHILL BLVD. PC.C.A)P a
9. 1,450 C.Y. Import pervious material.
MAP
VICINITY "T y
`s--- ' Q�,oF�ss�o
' SCALE i"m 1300 s QUO ��N fd. �/ ! F . �
APPROVED BY: DATE:
'7 ti ��' CITY ENGINEER RC1
c
HO f fo prole- d No. 20300 rn DESIGN Lirwi//s-C• na RECOMMENDED
Construction contractor agrees that in accordance with generally accepted construction * EV. DA� &.Al L- A6wi emvw ce 407ter 'Aw- .►
practices,construction contractor will be required to assume sole and complete responsibility for
h site conditions during the course of construction of theproject,includin safety of all persons v'j� �"? DRAWN 9i0� M ,¢�,N.a� Af ff SHEET
job g g• P CCI�I(On11Q�OlX1C�
and property; that this requirement shall be made to apply continuously and not be limited to ql C'Cf. �� rek, �"Z
normal working hours,and construction contractor further agrees to defend,indemnify and hold �« �F C�,l\F� G• 'G• rek pee% 7 �89-392t NO 5
design professional harmless from any and all liability, real or alleged, in connection with the QC1f dSUfVQVW CHECKED tel- DI AMIING 880.
performance of work on this project,excepting liability arising from the sole negligence of design R.C.E. NOS. /��/r•�
profesainnal.
A , FILE NOS_
+ gee Sheet-9 for Af j.7TD/'°/1I(/AlQ CONSTRUCTION NOTES
Cl�---Install 18" R.C.P. (2000 D) .
2a. -Reconstruct rock mounding (inkind) as necessary due to grading and
storm drain installation.
Construct catch basin No. 5 per L.A.C.F.C.D. Dwg. No. 2-D164/modify
(46) �--- 00) �+;+� dimensions for 24" x 24" traffic grate (bicycle proof) per Alhambra
Fdy. A-2012 or equal per detail Sht. 1.
&-Construct junction structure "A" per City Std. No. 508.
��-
�� Construct junction structure "B" per City Std. No. 509 i detail Sht. 1.
(
43 ---�(�3) •-Construct 4" P.C.C. slab and join to existing slab.
C�� 1
7. Construct P.C.C. apron around inlet per detail Sheet 1.
cv 43 \\ eD
8. Reconstruct existing rock monument (inkind) .
9. Reconstruct existing planter curb (inkind) as necessary due to
\ change in grade.
\ ti ° �:'� Sub-excavate backfill import per detailed section Sheet 1.
\ M �}-
\
11,41)
I Ex-Walk
I f
' ti F
ss
-N� \ .See ist f / fair Secfiorr� "C-C'.
I
L12he
.See .Set .3 of fA►' .S'fo�►�r�
I " I Ci for
I
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I
�� l '� BEART_NG/C00grINATt TABLE
X., b �o.
I
\/ Bearing
4 + 98.13 1556.50 1339. 50
/
K
3 + 95.67 1588.00 1242.00 72• OSr 44" W
N 84• 59 ' 31" W
2 + 98.30 1596. 50 1145.00
N 299 20 ' 24" s
2 + 10. 54 1520.00 1102.00
I � - •� 1 + 14. 53 1424.00 1103. 50 N009 53143" W
s . 1,00 53 R
N is• 16 ' 20" s
v. 0 + 18.17 1331 . 50 1076. 50
'
.D T.G. 01 N 07• 54' 26" s
3 3s�DL>'� � � 3� 0 + 00.00 1313. SO07
1 4.00
N 839 50' 59" it
1 ��" ► 0 + 33.00 1317 .04 1106.81
L� •
N 83• 50 ,
590 E
01 ' J ;
1 + 16.67 1326.00 1190.00
N 67. 35 ' 52" 11
1 + 87 .51 1353.00 1255. 50
2 + 19. 51 1365.20 1285.09
30Nofe:
.?/�clMCdf 2 + 33.52 13 6 4.2 6 13 4 9.0 8
S v., w ��� � rG�k ar $ 3
/fis�tslN►' fir acc'pf �` 3 i s � N h'► ' 3ss� 3 + 12.9 N 47• 42' 10" B
/�"'P� � Qlf F. ,.Y.P. / a � � 3 9•� � I, I � 1 13 8 4.0 4 13 7 0. 8 2
N 12. 09 ' 44" E
>� ...avdt xtn/1/W d�/�►. / r� �
I __ �. 4 + 11.07 1480.00 1391.50
3
.See shde9 / w 4r Genera/ Nol".. Ds�a/s,
7 -------- Construction Notes, ` Esh' a/e o/' qu �f:.e.
L -38 c� � � �Pf fie o� �i�s�
3 N / �'h M / C,,3 / �,;3 L Cu►•b T.B.M.'�TT.0
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CITY
• •- _ �- '� pft W�/ &-4v/Lime DESCRIPTION OF RE VIS ION OATt APPROVED.
' CITY OF RANCHO CUCAMONGA
/oN�� .tau a► Ghrin �n
6#0
Red Hill Pari
l �Q� a� �� F APPROVED BY: DATE:
`y CITY ENGINEER RC-E, NO. 22397
r^ (,/�/E►�%�/(S (�. DED
' W ft. 20 m OESN3N RECOMMENDED
s "a
* W.a� * K.N.L. Atow eavww,ce dbn0 s-
ayss /�oun A6ww* SiwYfe drill
Y ��qlF C'1V11. Qom`? ORAE A.4C,
' ea Z4 ri�ra9/7.#D SHEET '
OF Cl�l� rt ovan : �i�"Oe4-3 tt -Z-or �
CHECKED vy. DRAWING "a
D OPT �-�- fILE NOS
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