HomeMy WebLinkAboutRc St Improve Plans 958/6 Thru 959/3 958/6 958/7 958/8 959/1 959/2 959/3r
111Q . l RC St IpxoUePlans 95
8f 6 thru 59 f 3
958/5 958/7 .958j8
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LA V r DRIVE
„6"Law. SECTION "A A
VE � 12 11 � ARCH JURCTION STRUCTURE 7DETAIL
IM SCALE
03MSTFlur-7 Mm NOTES
LA 1"" Z
COUIRT('.—CONST. 3" A.C. ON 4" A b.
4 CDNST 6" CURB i GIITn& PER C1TV STD. 3D3
5 CON9TIZUCT 4' SIVEWALR AND HANDICAP RAMP FER CITY 5TD, 310.
Q—CDNST: MOW LUi7ER SPANUREt ? CURD RETURNS PER CITY Tm 308
l CDNST. DRIVEWAY PER CITY STD. 305 , 'k i T, W AS SWWN
C % 1ticMkk NA�BUES PER
PERTOETM ON0SHEET t\M.IAS SHOWN,
CURB C.�If�VE DATA 10 INSTPtL STREET tIC,KTS mu) 11
R L T
CDNST, J:S, "E" PER CITY STD. Nz. 50n, S= GS.04 _ — 1 EA,
'Z1.00' 31.42' 21,4''e._ A=25,51", C 25D'� E= 23D', 't• 35D', R= GCq.A a --
Q2 i%'° 51' IZ" 35.00' 48.94' zf).34' _ 4P CONST. ARCH 3UXT1ON 5TRUCTUP: PER -DETAIL HEREON ----I EA,
Q3 ' 32° Z5' Z5' 1 38.00' 0J5.OT' 48.84'
&•CDNST. 24" R.C,P. C1350y7 ` 5Z L.F
Q Z2.T° 31' SD" 38.OD' 15D:1)0'
Q5 tots* OQ u0" 156.D0' 13L32' -- , r, ® CONS7- R. C. Bpk % _-- ?W/G ON SHT. M. 1
ld
18° 6D' 0�
13" 08O`
Se
30 X
REDUCED PLANS
0 1 2 3
iI i i i I i i I -..IIiIIIiIiiIii11N
-3 INCHES ON ORIGINAL -LAN
51AV
_MBA
%-Ur%XE vA1A
15 CQNST. LOCAL DEPRESSION PER 9TO.518
'
5G,G'S
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L
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I IB CDNST. ACG�SS CLJR.F_5 C�K '=My Silk t�1o, �b2 __ 23
32 58,
13° 1_' 41"
2l 5.DQ'
LL l�5'
30,% o
(2-44 L.F. -r><ANSIsrloUs L is L-.F -utizgD
32° 25'_ ;3" 150.OD' 84.88' 43.1d1'
0
,9
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iT. STA. 20 +DQ.40
S.D; M.H.
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2 BY MAC>oLE_ } ASScc
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DESCRIf-'Tl ON of EE,4510W
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CITY (Y RMMC"Q CUUM4MG(k
PLAN AND PROFILE
LA CASH [BURT 4
LA PAZ COURT
LINE 11E
TRACT ,K.1283B
DATE
'
CITY ENGINEER: ✓�'� */� ` -���' ti RC.F-
DESIGN
- -
%OYER EMMI ?INS+ CO.
RECOMMENDED
��•M:
Zo5D AIRWAY 2
C STA ME5A,. CA. •;":
F
0GA 11
L"( -b P
DP.AWN
SHEET `
10 QS 8
( 1 06La
13542
or 5
CHECKED -
CITY
DRAWING M, °
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U
DEL ERT V. IiOYE R.CE. ' N0.
GATE ��LS�_
_ FILE NO:
— W `_ w y 1� _ j ^ — —REMOVE EXIST. A.C, URIVEWAY
—, —_
—'—�""� —_ EX. 3'*5` ARtRED�l166\ED S.D � � ®--REMOVE. EXIST. A.C.
5M—ADJUST EM5T. MANHOLE TD GRADE
a
o M--REMOVE EX15T. LURE & GUTTU
r �' oI /oh i �`—REMOVE EXIST. 51�EViAIk
QQ — REMUV E.EXI5T. CONC. DVdVEWAN APDROAU
t_C z N �9I y�.ri� � ,;
i• w = Imo- 't tu�4:V i t
a o/W o N N T4AAtT ND. IZ330 BDl1NDARY EX15T. yF VER CLEAADUT
W rs �o N N M vO K AT)J0� TEDTO t3RADE
N d8 99 ; 1 Q'J �l0 T 101
u aC1 1 / A:r �/ 2PFSc[ME.i.1rSwD—WA1.K AND
PEA'---- 4 r
R/
t� T A At- �:;.aV%o13EIRYL STIREE .✓ate
e C?ESCRIM ION of F; E\ 1510N VA-rr-- A?Pfic
16404 z a� CITY OF izA.W."D CUC,A ONGA.
ofg-0
100 101
r°3 g
R°c T Fc/y PLAN AND PROFILE
aso w LOT a �� / /°�J BERYL STREET
FROM STA. P+26.10 TO STA. 24*Q.61
GARRET ST. CUL DE SAC
La VINE 5T.- ° �►, TRACT U. U30
GgRti Op , !� APPROVED BY ✓I `` �� � � <�, DATE //- �7- r35�
TRACT 110; 1233Q &QUN4AR`1 Fr CITY ENGINEER � r; �.• ''� R.Q.E. ND. ti7�
--
DEUIGN WAX EtASMEERNG +`Cf. REMMMENDED
d R L T QM. Z%%U AIRWAY ME. SUITE b-Z QGA IL -L-T 8lc
/� C W TA MESA . 'LIoZ1n.
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SCALE: 1" 40, ,ate, -- 26° DO 00" 34.65- 15, rz' a.��' �.a. � l 3 i
CNECbED DRATANE NO.
DEI MT D. UVER R.CE. N0.
C:TY
DATE: s FIIE'. NO. �t
�Fa
3Q X
REDUCED PLANS
o 1 P- I z
11��liit�ltilsii,lp
k3 INCHES ON ORIGINAL PLAN--1
u
BEN[" MARK MO, 37
CHIKLE11 "0" ON LAIRS AT NGRTH END OF NORTH
1)1W INTO H005E # G875 EA5T 5111E 'BERYL AVE,, 0.2
MILE 50M OP 151" 'IT,
a T 4 ELEV. IA5G.31
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r I _1465 1465 1.470 '" a 1470
NLH,'.X
1.41
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I EONTIiACTOrT T V I 0 LlU 24":R;C.P. ^ 15OGD
D.. _ER FY PRIOR Q
`M BEGINNING CON5[R CTION
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1450
1460 o
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NOTE • a _ m 4 ' z f _ -�- rn . • _ a
_CONTRA TDR TO VEKIFY PRIOR j ..� : _. _ : ;_ ". - D; °� w, � o � r- u �+ - r-.
TD ::gEG1NN1 Tf4i! D W G , v _ ...� y in ,�, 6!
NG CONS CTl N z t? ( m CDNST.' 355.IS L.F� 46 R,C•P [ZUUa �;' 1. 4c 6. Q D m c9
ts
r 1> G V N p U s d Di
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2 (i \�� ♦ ,.EDMGT, 15I. 15 L.F 24" I C.P.'
1350M
,B S CDNST. tlitc.Sb L:F. YB RC:P, 143D D a m I G, u u
�.: 0 �: CDNST. 3G.14' L.F.
- CDNST. ;51 .IT GO"K.L.13 1400'D
o , a W LINE Ems- 24.,-�c"e 1 5o>.
-. FROrILE ClUkE CON?T. t�,.�2L.F
--
HO:.IZ. 1"=:40' 24�etCP ./350Iv 0 4: CONYT 29.'9L.f2¢:PC,P.-!a�Oa
1 2 _ 3 _ 4 5 PLAN SCALE 6_ O 1 2 O- 1
O Q CT'F +---- 1 = 41S
P'pE. �� Iz" CONSTRklC'C\t�N NOTES Q11ANTlT`ES
LIME `H +r4 (F IT'
ry I„ • 3O CUNS ;. ZQ' R.CP. 11330D) 3
r T2 Ir%3.Z%rr 15 L.F.
31 CUNST. Z4" ZU. (15DOD) l28 L.F.
/Z •ram 2� \ �A �. r :1=END RCl' \w�^ 32 CDNST. 4-W Ul'. UZ0131)1 r- 395 L.F.
c>• / _ s 33 -CDNST. 4V R.C.P. L1400 91 14l L,F.
34 CDNST. J.S "W PER CITY STD. N0. 508, G = 1. 73; 557 66; 4= 58 39,' 1 EA.
774�
'm /" �/ = C=6.3o. E 415' L 367'.
0I CDNST. MANNDLE "A" PEK CITY STD. N6. SID, 1.-1,Z5`EA.
Ln a r s 2� 31 CDNST. MANHOLE " A' PER CIlY STD. M. 510, L= 5.5G',- 3 U.
8 jy �T [�� > -`n + 1 38 CDNST. CDIdC. COLLAR PEV� DETAIL FIE(ZEDN •-_ I EA.
LINE
37no 39' - CO/VS:7 T. S. f1 " PE:P CITY STD, No. 50 Qi/ G = 1.7?'�� S = 57.
� C\a E\NE• �'1/> r �S Z QO lmm. wr R.C.P. C 1gOD D) .9. l5' L = 3.G7'
100 vzA 6d32 G ,� 0�S - - --- -- --- - - 5 LG
31 0 H �/ tiff BJr hl CDNST_ ] 5, "E'lPER CITY STD. N0. 509 5 G3.00; A=dS°� C 4.0'� I EA•
EX15T. T%5'ARCH h mm E." 4.0 ; L° 5.10' . R= G4.15
36
I IMF Dal,
-1t4 BARS AT IZ"O.C.
T45AM EACH SIDE
A"[TOT 81 m
r I� 102 IV WATER -
'.
=: # 4 8AR5 AT IV O.C.
4 BAYS Z" FAIR 51DE CTOT B)
N CTYP
1 _�� b .� • COWRIJU CONLRUF COLLAF
SA'N`CUT EXI5T, ARCH CONDUIT
5 3 li /�• i { jrj 4i 1. I CONNECT b0' R.L.P.
3'8 23
2
..A„�.,� �16" 14 I 3`•U' td' i�' �..i�IF .�..
PLAN 5ELTION "A -A"
ARCH COLLAR DETAIL
NO SCALE
30 X
REDUCED PLANS'
0 1 2- 3
d ill I P Ili h.1-0
3 INCHES ON ORIGINAI PLAN
LA CASA COURT
30
LINE "E" SEE �tIEET
--1. mrs -A
�$ i`7NCFZETE C01�1`AR DETAIL
NO SCkL.E
S713%V, DRAIN CUMIE DATA
N0.
a
R
L
T'
I
Sl° 41' U
Z2.50'
WSD'
1.69
(D
54° ra& 50"
U 5D'
21.543'
i k.'i V
0
51°51'43"
20.50,
22.12`
1Z.44'
4
04'ce
Z2 5D`
334d'
00.1,4`
Q
50, DD` Da,
ZZ.50'
35.34,
ZZ.5D'
(a
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11.` a'
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4Z° 4Z' 5'Y
19D.D0'
141.65'
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55.50•
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s�• O� MAOo�O t ASSoc.
`
DESCFI Fn O N of REV(510I.I
Mr-
AppFz fl
CIT�I W K&WIRO CUCAMONGA
PLAN AND PROFILE
STORM O RAIN
TRACE` NO. IMS30
AFPE?UVED BY� DATE
CITY ENGINURTcC.E.
-
bESIGN -
00YEi3 ENGINEERING CO.
2554 AIRWAY AVE S'IE. 6 2
CUSTA MESA, CA. °�ZtGZI°
nit u8m,
ftECOMMENOE�
'pcA tj Z`j
bRnwN
r. a.
SHEET'
S of B
CHECKED
CITY
'D ER'[ . P H Y ;.ad
bAZE i�q FILE No,
-
1. ' it a ° '. • ` - -'4; _ _. ` + ' /, ! - .. . - • .. - _ y • -.1
PREPARED FOR
T'IIR AND> N GROUP
c/o MI,LTAIIT PAULI ARCH►rEcrS
4766 PARK GRANADA
SUITE 202
CALABASAS PARK CA 91302
(213) .147-G555
BASIS OF BEARING
BEARINGS ARE BASED UPON THE CENTERLINE OF
IVILSON AVENUE BLARING N 89039138" 13, AS SIIOIVN
ON TRACT 9591, RIB l d/89-OG.
BENCH MARK NO.77
FD.S,B.CO. 5111 hB-265 CONCRETE: NAIL IN PAINTED
CIRCLE ON 'POP OF IIIGII CURB SOUTIIEAST
CORNER IIILLSIDR ROAD AND 11ERAJOSA AVENUE.
13LIEVA'rIO*I = 18GO.561
UTILITIES
CONTACT Till' FOLLOWING, AS REQUIRED, 48 HOURS PRIOR TO
3:XCAVATfON:
SAN RERNARDINO COUNTY" FLOOD
CuNI'It:'[, DISTRICT
825 LEAST I iiiFID STREET
SA.N BFIZNA1IDIF,,) CA 92415 ................. (71.1) 383-1(i34
GENERAL TELEPHONE ....... . .. . . . ... . .... (800) 422-4132
FOR UNDERGROUND SERVICE:
SOUTHERN CALIFORNIA GAS COAIPANY
191 EAST BIRCII STREET
BREA CA 92G21 .... (7 1,') 5292881)
........................... (71 1) 5 211 7070
Ll(!A'IIONGA COUNTY IVATLR I)ISTRIC T
1611 SAN lil'."RNARDINO itOAC
RANCHO CUCANONGA CA 91.730 .
SOILS ENGINEER
LIi!GIITON AND ASSOCIATES
667 BREA CANTON: ROAD/SUrr_, ill
IVALNuT CA 91789.......................(714)589-285U
CONwrRL^,'1'I_ON NOTES
- -- - CON81'RUCT AC PAI I,'.1113NTAND A•':GREGATH BASE PER TYPICAL
!;,CTIONS ON SIIL'ET 1
_ONISTItUC,T 8" PCC CURD AND 24" GU'1TrR PER STANDARD 9303
---CQNSLUC`!' PCC DRIVE APPROACH PER STANDARD I's 813 & 3315
-CONz'!'1ZUCl' PCC SIDEIVALK AND HANDICAP RAMP PER. STANDiOID
113.10 (S' IWDE ON 111L_SfDL ROAD)
O CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER STANDARD
$ 305 ONCLUDIN . CLI413)
06_C�ONSTRUC'I PAVLill LNT" TRANS stTiON PER STANDARD ff 406
t 7 INSTALL 2" x A" EED1VOOD I EADI;II AT hDGL OF PAV'E14IENT
TtEAIOVIi EXISTING I'AVLAIBNT
J�-JOIN EXiSTIiNU PAVEAIENT & FEAT U R FOR S1IOOTIl JOIN
CO-R1 niovc EXISTING'17tlili
11 TOP EXISTING 17UCALYPTUS TllhHS A'1' 3U' AND TIffill UP TO 15'
12 RFCONS'l1RUCT AC DRIVEIVAYTO EUSrING DRIVEIVAY IVIDTII
(3 LACIO
RELOCATE EXISTING wriLiTY UY OTITIiRS
0-IN"'i'ALL 5SO11 LUALEN STREBT LIGHTS
15' INSTALLSTRPHTSIC,r;S-PER STANDARD NOS. 401 AND -102
& C'ONSI'RUCT 8" P(IC CUl 13 AND 24" GUTTER PER STANDARD
-NO. 302. TO BE' PAIL FOR BY'I LIL CITY OF RANCIIO CUCAAIONG.t
FRO11 S''AT'ION 16+43.8)'CO'STATIO:T 19493.11
17 CONSTRUCT COAIAII' I Y'I'RAti. PER STANDARD NO. lIIU3
(EXTRUDED CONC RITE FENCE IOTA S131ES)
r18 CONSTRUCT EXTRUDED CONCRETE FENCE PER STANDARD
'40. 1010
19 CONSTRUCT VEHICLE GAT13 PER STANDARD NO. 100E
(2(1-('ONST'RUC'L t;C)UI ^'1'R1AN TRAIL DRIVEWAY APPROACII PElt.
STANDA16) NOS. 30.5 AND 813
21 CONSTRUC'1'61' AC BER11 PER STANDARD NO. 313
rl ��
l
ROJECT
I
SIX:
�
HILLSIDE ROAD
c
•
��J"
WILSON AV
NUE:
K
W
r 'u
!t
=1
z
W
W
a
w
(n
19TH a.
STREET �X
t-
to
o
-�+i
a
to
z
W
;•
91
2
61
W
al
e�
BASELINE W
AVENUc
VICINITY MAP
NOT TO SCALE
30 X
REDUCED PLANS;
0 I 2 3
3 INCHES ON ORIGINAL PLAN�
i�
i2.
14
li
f
10 Ile
f 15
16
8 17 18 19
M rI
F' I SEE Sa cT 4
ar
W
7 N BP,r1M8LE WOOD ORIVF.
^ u 200 j 7a A,OI/A i
EE S EET 4J 26 Z, :,n a
4 Y J
L F• a
BAYTRtE \tS W UJ
W.�
�. CouR�y .Vim \ 25 22=
�Y of s
2 7
LLI
23
E HEFT 2
_-
STO.RM11-GRAIN SEE SHEET 6
r
I INDEX MAP
SCALE:1' 200'
ESTIMATE OF QUANTITIES
TRACT :1II046
S PRSE.T fill PROVIiPoIENTS
ani DESCRIPTION QUAN'L'rl'Y UNrP
1 0.25' \C PAVEAII NT (1,320 TON) 71,360 SF
2 0-3TAGOREGATIi RASE0,G30 TON) 71,3G() SF
3 0,33' :1C PAVI i111sN'r HILLSIDE ROAD (.140 TON) 18,lou Sr
4 0.33' ACGIt1:C A'I R BASE HILLSIDE ROAD (410 TON) 18,10o SP
5 8" PCC CURB AND 24" GUTTER P il[ STANDARD
11102 1,820 LF
G PCC DRIVE' AI'PROAGII PER STANDARO It's 3"13
AND 305 1'400 SF
7 PCCSIDLIVALK AND RAIIIP PliR STANDARD
1310 8,5'IO SF
8 PCC CROSS GUTTER AND SPANDRLL PER
STANDARD 430S (INCLUDING CURA) 663 SF
9 IttiD1VOOD Lllit\DhR AT I'DOE OF PAVPN11'NT 31.0 LF
it) RE110'v:i IEXisTING PAV1iAL `.'1 IS,Goo SF
11, EXISTING TREF, R11ii1lOVA1, 13 LA
12 TOP EXISTING kLICALYP"'US TRliliS AT :30' AND TRIAI UP TO
i5' 8 EA
13 RECONSTRUCTAC DRIVEIVAY TO EXISTING DRIVEWAY IVID',I'II 42U SI'
14 5800 LUNIHN S'rIt13I:T Ld01rrs 14 EA
II) S RC1 l'SIGNS P lilt STA NDA111) #'54(11 ANil 402 11 EA
tU PARK.IVAY TREA'S Pi3R STANDARI) #602 96 I'A
17 6" ell'. 131"RAl 6.10 LF
STORNI DRAIN
CONSTRUCTION NOTES & EST111\TI'1 OF QUANTITIES
31
CONSTRUCT 33" RCP 1,350 D
:363
LF'
�3
CONSTRUCT 30" RCP 1,250 1)
308
LF
33
CONSTRU',T 24" RCP 1,500 11)
:313
111:
3�
CONSTRUCT 19" RC' L,5'1h 1-1
70
[.F
Sri
CONS"I'RUC!'I' flANfiO„ti'A' PER STANDARD NO..510 P.10DIFIF'T
2
EA
30
CO:NS'I 10,TC1, CONC Ntli'1 I C(-I,1,AR PER DuAILS
2
EA
37
CONL IRU("P JUVCI,'I'JN SrRU(I URI"A' 11LRSTANI)ARD 140, 50P
3
li:\
:3$
CONS'1 RU "I`CA C'i1 13ASIN NG.' tV i' 111i11 STr,NI)ARD N0. 502
IVIT11 LOC. \L PI PRI SSfON PIiR STANDAIt1) NO. 518
lit\
3J
C ONS'I RUCT CA I C11 BASIN NO. 1, II'=4' P%R STANDARD NO. 512
IVI I'll L OC NI, N1iliSSION PIiR STANI)ARI) NO. 518
2
lieA
411
CONS'1 kUC'L CATCH BASIN 1,10. 1, 2 GRATES PE4 SrA'NOARD
NO. 505 IV1TtI LOCAL I)LPRH.SSION P1.'R STANDARD NO. 518
;
IA
tl
GONS'1'RUCT 24" C.SP 16 GA
43
LF
a2
CONSTRUCT P1PH INI,E"l TYPE 0�1111 111:11 CAI'rHAII5 yTANDARD
D75
I
EA
�Ivt .
CONSTRUCT TIRIC K AN1) %'1_QPTAR PLUG,
l
LA
0
C0\ISTRuCr dUNC'rlON STRUCTURE "B" PER STD. MR)
1
LA
TYPICAL SECTION HILLSIDE ROAD
STA.. 13 + 20 67 TO STA. 1.5 + 43 67 ,iyyLUE =.66
2 15 2 5 ' �� N
PC % \I �
�o
o � 17 l8 t � 'tl *
1h �
-9 --- �- y g'
AIX
2:)
0
LG4 7 I•?29. o
3- A.C. ON 4- BASE
STA. 15-5.3 TO 16+44ONiY
TYPICAL SECTION HILLSIDE ROAD
STA. 15+5.3.17 T.0 STA. 19+93.11 9-V/7LU,Ez 06
I
3" A.C. ON 4" BASE
_ TYPICAL SECTiON 60' R/W T•1=5
.EVENING CANYON WAY R' 76. N10 f ,9I6G .5/0 LOT L/NE51G
BRAMBLEWOOD DRIVE f3.78
'BAYTREE .COURT A= 66
5lITV1Lr. 10 tit C05lI1tICTED ONLY
till VLSI 51 OF EVLII14G CA1061i
STAY
- it. C. U.v 45,7St
TYPICAL SECTION '13RSIARTREE PLACE T.I.-5 8-14,9LUE=77
n
GENERAL NOTE
1. All work shall be done in accordance with these plans, the City of
Rancho Cucamonga Standards and the Stand2td Specification3 for Public
Works Construction - current edition. Contractor shall be familiar
with and shall be responsible for adherance to tLese Standards and
Specifications.
2. All pipelines or subcructures of any kind, telephone or power poles,
water meters, valves, fire hydrants, etc. shown or not shown on these
plans within the right-of-way limits or in adjacent areas where
Improvement work Is to be done shall be removal, relocated or protected
in place as required at no cast to the City of Rancho Cucamonga.
3. Any contractor performing work on this project shall familiarize him-
self with the site and shall be solely responsible for any damage to
existing facilities resulting dire!tly indirectly from his opera
tions, whether or not such 'lr ....'tai' shown on these plans..
4. A permit shall•be obC r,' :,t Rancho Cucamonga Engineering
Department prior tr-istruct'Lon within City of
Rancho Cucamongp ee, „ , .
5. All grade ,r. (tractor or Engineer, Paving
stakes s „i -.,ants, edge of pavement points
within 0.6 ntevation and at not more than 50 foot
intervals. „ ug stakes may be required by City Engineer
as needed at u,.... c: tical curve areas.
6. All sewer, water, electric, gas, phPne or QLher utility laterals,
mains, or crossings sliall be constructed prior to paving.
7. Compaction tests of -embankment cunstruction, trench backfill, com-
pacting original ground and all sub -grades shall be perfcrmee 4t no
cost to the City of Rancho Cucamonga. A written report with th,se
compaction tests shall be submitted to the City Engineer for approval
prior to the placement of :base materials and/or surfacing..
8. At the completion of paving, 9 materials report shall be 4ubmitted to
the City Engineer. Lising all tests or determinations completed to
verify stability oil content and Gradation of asphalt Paving
9. Prior to installat:Lon Of any paving, a materials report shall be
submittea to the City Engineer. I,isting all tests or determinations
completed to verify: Sieve analySiS and sand equivalent of
,aggregate base.
10. Paving shall be performed in accordance with R-Value and Pavement tests
taken to determine structural sections (prior to final plan approval)
11. When improvements are to b, placed on native soil which Consists of a
rocky material, the sub-gradr, shall be prepared by removing all rocks
which protrude above the sub -grade aad all voids or depressions shall
be filled with a fine grade material of a quality better than the native
material.
12. If the asphalt concrete is to be placed on sub -grade, a scils sterilant
registered by the E.P.A. for .,se under A.C. and P.C.C. shall be uniformiy
applied at the manufacturer's recommended rate for the full pavement
width prior to paving.
13. Estimate of quantities is provided by the Engineer only for the con-
venience of the developer, the contractor shall 'make his own deter-
minatioa cf construction quant-ties before submitting a bid'. Any
item of work required by these plans which is not specifically listud
in the estimate of quantities shall be considered as included in the
other items of work.
14. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402
shall be constructed at each intersection.
15. City approval of plans does not relieve the developer from res.onsibility
for the correction of error ani omission discovered during, construction.
Upon request the required plan revisions shall be promptly submitted to
the City Engineer fur approval.
16. Work site and exterior streets shall be in a neat, clean, hazard free,
orderly state, throughout construction. Site sha11 be cle-tied upon
request of the inspector.
PRIVATE ENGINEER'S NOTICE TO ,CONTRACTORS
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RFSPONSIB1LITY
FOR JOB SITE CONDITIONS DUPING THE COURSE OF CONSTRUCTION OF THIS PROJECT,
INCLUD114G SAFETY OF ALL PERSO'IS AND PROPERTY; THAT THIS REQUIREMENT SHALL
APPLY CONTINUOUSLY AND NOT be LIMITED TO NORMAL WORKING HOURS; AND THAT
THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEERS
HARMLESS FROM ANY AND ALL LIABILITY, REAL OR /ALLEGED, IN CONNECT'ON WITH
THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT114G FOR LIABILITY ARISING
FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. THE EXISTENCE AND
APPROXIM:TE LOCATIONS OF UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON
THESE PLANS WERE DETERMINED BY A SEARCH OF AVAILABLE PUBLIC RECORDS, THE
CONTRACTOR SHALL POTHOLE REFERENCED UTILITY LINES PRIOR TO CONSTRUCTION TO
VERIFY EXACT LOCATION OF SAID UTILITIES. TO THE BEST OF OUR KNOWLEDGE,
THERE ARE NO EXIST!NG UNDERGROUND UTILITIES OR STRUCTURE EXCEPT AS SHOWN
ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO 1 KE DUE PRECAUTIONARY
MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER
UTILITIES OR STRUCTURES NOT OF t'ECORD OR NOT SHOWN ON THESE PLANS.
,•.5 wu
DESCRIPTION OF REVISION
DATE
CITY
APPROVED
CITY OF RANCHO CUCAMONGA
PLAN AND PROFILE
STREET & STORM DRAIN IMPROVEMENT PLANS
TRACT NO. 10046
APPROVED BY DATE 61z. "9V
CITY ENGINEE R.C.E.NO.23889
DESIGN
JK
C P LANGE ENGINEERS
84 K WEST -H STREL'T
U AND A. 91736.
/ v �.) -9919
F_ .N O.78022
DATE i 000 FILE NO. _
PiWM ENDED
"
_
SHEET
1 OF
DRAWN
a.IC
CHECKED
DRAWING NO.
959'
t •tJ—vvavUa�Uyl. l: li l� --It; 1Y [t It 11 /11V 1J IitllV lllVtl l' I1If 1111' L'Iim Jit1.1\ 1/11i L`
,d310 (5' IVIDli ON II,.. fDli ROt1D)
D—CONSTRUCT PCC CROSS GUTTE^ AND SPANDRIL PRR'9TANDARD
It 308 (INCLUDING CURB)
CONSTRUCT PAVL•111ENTTRANSITION PER STANDARD n 406
O INSTALL 2" x 411 REDWOOD READER AT LDG13 OF PAVERIEN Y
O8 —REMOVE EXISTING PAVEMENT
JOIN EXISTING PAVERIENT & PI ATITrR FOR SMOOTH JOIN
0—RERIOVE EXISTING TREE
IS TOP EXISTING EUCAL"PTUSTREES AT 301 AND TRIRI UP TO 15'
12 RECONSTRUCT AC DRI✓SWAY TO EXISTING DRIVEWAY IVID,w
(3 EACII)
7.3 RELOCATE EXISTING UTILITY BY OTIMRS
INSTALL 58OU LUhlrN STREET LIGHTS
Ii•5 INSTALL &TTRET SIGNS PER STANDARD NOS. 401 AND 402
30 h
REDUCED PLANS
0 I 2 3
If,fil Is r c, l fill
3 INCHES ON CIRIGINAL PLAN —
TRACT 10047 `� SEE 9HEEA60FG
=0R 5TORM DRIPIN PLAN F` s
EX/5L RIW
'ST'D. 5305, 8r3 .FUTURE
11 " r E' PER STANDARD
I d
1G CO.JSPRUCC 8 PCC CURB AND 24 GUL C 1�
NO. 302. TO BE PGTD FOR BY TILE CITY OF 2ANti;I10 CUCARIONGA
PROJti STATION LG r43.80'PO STATION ] D+03.I I p �' — — '�5: 1 7RPER 12'WN/7'S- STRI106
T7 RI
CONSTRUCT COR1UNi9 Y 'CRAM PIs`R STANDARD NO. 1003 NI f — 14ILL51DE RoRD
(EXTRUDW CONCRETE F8NCE BOTH SIDES)
T —CONSTRUCTC E E STANDARD ;
�s) EXTRUDED .CIzr.TE rENCr. I .R s N ; ' �� DETAIL AT S 1 A.`1 5+43.6?
NO. In] o _ „... �.,.: b PAVEMENT U
,.� SCALE 1' : 20'
iC E GATE t LR STANDARD NO. 100E _ _
l 0 - CONSTRUCT VEIf L -�`. In/=
20 CONSTRUCT EQUESTRIAN TRAIL, DEIV13WAY APPROt CII PER
STANDARD NOS. 305 AND t3 DlRIIfE6il%!Y DETlalL
SCALE l" < 10'
HILLSIDE ROAD
TRACT A10.10046 FROM STA.15+43.67 TO. STA.10.93.11
rt1
TRACT NO.10047 FROM: STA,13->28.07 TO STA.16-43.89
APPROVED BY
DATE Zg
CITY 'ENGINEER
R.C.E,N0.23889✓
CURVE DATA
DESIGN
t ��
N
C P LANCE ENGINEERS
` ENDED
-• ,
d0
DELTA
_
RADIUS
LENGTH
TANGENT
DRAWN
840 M K'E, T9 STREET
P NO, A 17E5
SHEET
.7
9D°00' 001'
27.0D'
•42.4t '
27.00'
is
14 4 9919
2 of 6
13
89°Zt'S6"
27.00'
42•It'
2.6.70'
—
24
89'20'44
27.00'
42.10'
2,0,69'
CHECKED
•c:E.No,
-
DRAWING NO.
25
90'39'.I6w
27,09
42,72
27.31':
DATE FILE NO_._
959
u
30X
REDUCED PLANS
0 1 2
r J-LL 0
a INCHES ON ORIGINAL