HomeMy WebLinkAbout1471 IMPROVEMENT PLANS FOR
FROM OF CHAFFEY STREET ALLEY
STREET TO 310
CITYOF RANCHO CUCAMONGA
GENERAL NOTES CONSTRUCTION NOTES
I. All work shall conform to the City of Rancho Cucamonga Standard Drawings and the Standard Specifications I REMOVE & DISPOSE OF EXISTING.
for Public Works Construction (Green Book ) , 1991 Edition. 2�— REMOVE & DISPOSE OF INTERFERING PORTION.
2. Public and private utilities and substructures shown hereon are from available recorid. The Contractor shall 3 RELOCATE.
be responsible for protecting all utilities and substructures as shown within the construction limits of this FOOTHILL BLVD. 4a — RELOCATED BY OTHERS .
project and shall be responsible for any damage as a result of construction operation. 5 ADJUST TO GRADE.
a The Contractor shall notify Underground Service Alert 1 - 800 -422 -4133 and the following utilities two66 PROTECT IN PLACE.
working days prior to construction or regarding any problems: Ld 7 CONSTRUCT PC.C. RESIDENTIAL DRIVE APPROACH PER
Southern California Edison ( 7 14) 357 - 6160 CITY STD. 305. W DIMENSION ON PLAN. GUTTER
Southern California Gas Co. (714 ) 394 -3835 WIDTH TO MATCH EXISTING. X= 5'
General Telephone Co. 1 - 800-422-4133 ( 714 ) 949 -8008 Q W 8�— CONSTRUCT P.C.C. COMMERCIAL DRIVE APPROACH PER
Cucamonga County Water District (714) 987 -2591 yQ• Q CITY STD. 306. W DIMENSION ON PLAN. R = 8'
4. For inspection and survey work for this project, the Contractor shall contact the Public Works Section at ARROW RTE. 9 CONSTRUCT P.C.C. CURB & GUTTER PER CITY STD 303.
989- 1862 ext 2339, two (2) working days prior to the required date. wW 10 CONSTRUCT 4.50 HIGH CONCRETE BLOCK WALL PER
5. A permit shall be obtained from the City of Rancho Cucamonga Engineering Department prior to any a CITY STD. 811.
construction or encroachment within any City of Rancho Cucamonga easement or right of way. II CONSTRUCT PC.C. WHEELCHAIR RAMP PER CITY STD. 310.
6. The Contractor shall no?ify the San Bernardino Sheriff's Department, the Foothill Fire District and any NINTH ST. 13 �— CONSTRUCT CONSTRUCT 5.0 4.5'� WIDE SIDEWALK PER CITY STD 311.WIDE SIDEWALK PER CITY STD 311.
affected school district , 72 hours prior to construction indicating any detours and or road closures. -, CONSTRUCT 6.0' WIDE SIDEWALK PER CITY STD 311.
_ I CONSTRUCT A. C. BERM PER CITY STD 313.
EIGHTH ST. C A.T. S.F. R.R. 1�6 — CONSTRUCT 10' PC. C. TRANSITION TO JOIN EXISTING
cn GUTTER TO PROPOSED 2' GUTTER.
a. I INSTALL 6' TALL CHAIN LINK FENCE.
\
a PROJECT 18 CONTRACTOR TO PROVIDE 4' TRENCH , BACKFILL AND
v ; w LIMITS 2" CONDUITS AT STREET CROSSINGS AS SHOWN
cr 0 Y a ON S.C.E. PLANS. S.C.E. TO INSTALL C.I.C. S ,
Cr m W HANDHOLES, 5800 LUMEN HPSV STREET LIGHTS, ETC.
/p > 19 PAVE ROAD USING 0.25A.C. ( 0.08' TYPE C-2 , FINISHED
COURSE OVER 0.17 TYPE B BASE COURSE ) OVER
r 0.33' CRUSHED AGGREGATE BASE PER CITY STD 201.
�— RESTORE TO
MATCH EXISTING
CINITY MAP LANDSCAPING. DESCRIPTION OF REVISION DATE CITY
APPROVED.
( NOT TO SCALE )
GRADE AT
MAXIMUM
ACITY OF RANCHO CUCAMONGA
SLOPE OF 5= 1 .
TITLE SHEET
BENCH MARK N0. 10031 "A"
21 INSTALL REDWOOD HEADER. SIERRA MADRE AVENUE
ELEVATION 1194. 912 INDEX OF SHEETS2� CONSTRUCT PC.C. RIP RAP PER DETAIL 114!1. NINTH STREET TO 310' SOUTH
23 INSTALL TYPE N" SIGN ON POST
2" brass disk in conc. traffic signal base stamped SHT. DESCRIPTION LIMITS OF CHAFFEY STREET ALLEY
INSTALL 6 HIGH 20 WIDE CHAIN LINK APPROVED BY: /�� � DATE.
"City of Upland B.M. 4B-86 1987" at northeast corner 4 � ,
of 9th Street and Grove Avenue 39ft south ofcenterline I TITLE SHEET GATE PER APWA STD 600-0. L -
' 2 PLAN a PROFILE 0♦00 .TQ 10'f00 CITY ENGINEER,,
.�s���Y�(Qiu''� R.C.E.CNOi�
of 9th Street and 34 ft east of centerline of PAINT "STOP " LEGEND & LIMIT LINE PER DESIGN PLAN PREPARED BY: RECOMMENDED
,� CALTRANS STD A-24 C & A-24 D. K KF CITY OF RANCHO CUCAMONGA ti 14
Grove Avenue. �ti 4.
' _ 6 — PAINT YELLOW CENTERLINE STRIPE DRAWN 10500 CIVIC CENTER DRIVE SHEET
PER CITY STD 407. KKF RANCHO CUCAMONGA, CA 91730 I OF 2
' 2 SAWCUT
EXE .G�Z DRAWING N0.
CHECKED S�jfil(i_ R.C.E. N036937
HM1471
DATE FILE NO
i
f N dCD
Exist R/W Gr and
I t+) trn ° 1
f tVOD
CV i
I + ~ + + N W4
OD 00
OD 84
I 4) +
83
i > Qj M I I
>
i ® � M22gga
m
0) m
i
i
O N - t M N (D 0O (D N
t0 to ti 16 m to
�
• i
`° + `° + `° + `° N - ��' Exist. West T.C. Prtlfileto 0
- o
+ Exist West E.P Profile
log ri o
I +
i - PROPOSED E. P. GRADE �.. PROPOSED C. GRADE j : ° + °D
i 5 1 ! t0 LT) !
0.8 % In
OD N N
I 64 N N .}
-74 i _ . 84
I 1.14'%
i ` U ttJ M1 1650/0.
N J i
}
oi +
i N
d
(d h
ti to
1n
m M A*10 _
(D N tri Qi ti O + + 2
(D CID (D N N - - g Exist. Profile 2 9�
i } - - - ° _ SVP ,7n I cq m t0 t
to LLJ
LO
i 0.85
65-
64
PROPOSED � GRADE � N _ N � �O 00CD 84
oiao X0/C - ; 4.8ra� . -.
t� (o Ci ♦ 65 �� 83
OD CD
1 i ! ;
t
ti
a ,
i
50
- ._F_a __1 .. _ _ ___._.. . A .- -
(0 (D (D +
t
+ + +
_. _ _. _
N -
- gg%
_`� Exist. East T.C. Profile - 1
I
�. Exist. East E.17 Profile
o.ez \P PROPOSED T.C. GRADE
t �
I i PROPOSED T.C. GRADE65
} -N
N
_ 'Exist
R/� Ground
{
i 6 - V. + _ 1
ti 50 C. /
LE: HORIz
{ MCD
SCALE: Iu= 40
to
° - - _
VERT. 1" 4
+ -70 '
{
,
t
0+00 1+00 2+00 3+00 4 +00 5+00 6+00 7+00 8+00 1 9+00 10+00
3 4 3 4 3 6 3 5 6 3 ,
a d 4 5 3 5 4 2 a 4 4 3 2 3 3 2 1� 2 U 4 I 3 1 4 0 I s 10 2 1 19 2
4'0 3 " " �`'- Y 3 x W U. W i w h 1 , ( Clump 5-3"Yuccas
�cm m y ` ` o N N 1 �' a W 3 a O v _ p a N Ob, •1
2-0 2-0 an d v v E o= o� c c to
JO yd �� A � � >.-. �i t i �m O o _ V c._«-' v o Moa>> v
o� N E �� o r v I� h d N ; 3 m °d 3 v3-o- Jr _-
FLOW LINE > i o ~ > >2 o >ti m E 9 e v ocr`1 a n a v n�w,n a m „ v c7
U,; O .2 ` � (� m F ` °W m c o p� oxx ` ` ` ` `�O� °' � ` 3 �� o x " bac U m 'to-» E` c=ic7i���F X6 u nwv, °, Qw� m � + cV IrJ Z 6" Yucca
2" �fl Y G1 O OO -y m N N _ Y K m� x 3 d C U U� UO O O ° Y y OC) Ur♦ 7 Y WW
m m m 9 CatCh Basin N Q o m m o c� a v_n a # J`' u i o o m Y o a� a_ a�' d v o 0 0 0 _ _o >>>> o
�� r..�- H m H m H- to 0 0 m a Y o d4 �� v *- > t O o c
C O iL_ t- r U- U o m In d V v v p v o .-. r . �'tr o 1`- -i i
C� _ _ - H a 27 _ p ~ ^ - o ~ U - UOO}J ~} 7 UNQ_ m ~ Opp VUU UU U�U =0 gg m UUUU OH Z ii
C5 _ _ 00 0 , vvv ,p o_ oo o - ar�ib m `oipv o o X a oovv Ztn°'- 2 Tree
co U. co 33 3 A to 333 N tJ g o i� �� 7 1 m 3 N N 3 °D�a M= _ M 3 m co m 33vv>vM} g „�Mgo _ �_° a��33�pcod��ccmm� o N vvUU = b ca
$ O ti 22 i 18 N I (0 I 27 I m O 18 ; = Mow Strip
.o. . . \V-d' RIP RAP AX W=12 I 27 1 2 I N 7 -2 2 I � 27 r - 7 9
F- N I 7 I W=20 t 2a , K4 30 TRANSITyON ,
WING,TO MATCH I r., I I+ 7 h + 7 + I + W=27 9 , I + 11 M W=12 2/ ^0'��� Conc. Walk 3
PROP. IMPS. - 3 + 47.87 SIERRA MADRE AVE. N 0 I (a M W=15 (o �o W=12 X 1` 7 7 m ro = `=�- F�
P.M RIP RAP J - _ -- __- t Tree Stump �;� i I W=12 + I 11 3 + I U) 15' Tre,
SCALE : I" = 40' DETAIL "A" \CONRIP RAP PCC 10+00 CHAFFEY ALLEY + 'f M w=12 N, 13 -j Mailbox
15' 21 12 1•I I I n M 12 I I IM I 13 M w I m 1 - - -- ,; ,
I Cont;.& Rubble lAlatl
J •"I 1
21 I k<I k,l ,,, .,, I I •"�, I 1 .:� A Conc. & Dirt Driveway
ii-r-:`��• •• r r. r�� �:�T nT r'ZzL7r _ _ OL-'' �;.� I:i r 1 , :. �'� I �" -X-- -- ' - -- - I �- -� fri
F
A:
:\ \ .. \. \, 6 'W~ o• \ Water Valve
20.0 19 I �X�SIERRA MADRE AVENUE 192 N 00°16'221' E I6 9 e�9�. 18' II .1" g
_-
-r_-_
i F
0 9 16 19 I e. Water valve
FUTURE R/W - __ _ �- f � - Water valve 5
0
Water
valve
f
•
W _ � - •is
_ <_ _ _
CURVE DATA a -�_ _� _ _-
' S Z
B C D x ( 2 +o �,, �l`.tj I /f 10 �: I 2 -�/: =`,l ic, 1' t ► i pp 27 7 H Ix.
n t D IO W 1 7 27 I N I I T ✓`�` 11, (0 t0 2 I N I .' I =14 QJ' I N 1 7 ti 8 (@-
89045'05B
90014'55" 16001300" 18000'00 N 1 1 I I I rn 7 _ I I t0
I: 6 27 -
I N O (D t0 I (0 ♦ -15 1 I � 18 -
7
o
1 i i x i } M 0� W:12 I I N W=271 NI 1` 1 W= ' 7 27 I ap 27 (D (p M 1 -15 CA Q I s 20 N
10+00 SIERRA MADRE AVE.
R 27.00 2700 100•00 88.0 �- _- ~_ __ -X- X �� N m + � 18 1� 2 � ti � I � 50'TRANSITION ' 19 �
t� V ♦ + -� f Wa t 7 I + + I +
LC 42.29 42.53' 31.42' 27.65 x_ x �.x � - -� tJ N ( + * � ( 1- m (D 18 & � I I I i +35.78 NINTH ST.
i a I le I ; 16 p C - J J a IL U -C4
15 ,
T 26.88 27.12 15.84' 13.94 k c P v N a v m m o
X NW-12' 1 Y = w LO Y m N wif v ,� �N 'd 3 n ink 10OW-9L,
't o w
EXISTINGR/W 1 c O o r `o m c v e o t m o.0 c m o Y cN �m ��m .m e e x xs ccm- r o C
J •� ; U 3 N U N J F- (` V O 3 O- m > > M M V- °
1 0 ~ moo ._ x 000c vc� � � xo � � �- Q to
3 _ o >6 -i n o Q m o o 3 ]r� m_ J Jr- td c o, w
c xf da c E' Mf x o �� } S E E� x °' M fMm ovv f a- n p o > � -
m x oov
Fjemove Exist. A.C. 'o (rL ci m o t v 3 a S a ie T a o L a a $ L n v �, ._ ' > > >g ° v k o g 0 3 0 3 1 a
V O ,,� CU h 4 C m # V - _ 0 - _ O _ m L Y Y to
o U u _ o ch# m n m #>. > # O
U W c v•- w- U >, 4. _ z 9t }}>- -v v �2 F- F-- 3
o - oovv v- v in a v o v - - o o v in - o v V o v U a v v- O o- o_ a S = ° E d v a' o
m F- - �z�3 ac c� v 3 f N 3LZ3 2 't a M m co3 ; M � va2 m 30 ��vv"vvv 3��a 3a ohm v Mn > 1:(D d 0 _
New A. C. Pavement 3 b
J 3 � I ,4
4
4 1 4 2 4 3 4 3 4 4 3 2 4 4 2 3 4 6 4 3 3 1 1 3 4
6 2
CITY
3 2 2 2 17 DESCRIPTION OF REVISION DATE APPROVED.
West East West East West East A
E E CITY 0 RANCHO CUCAMONGA
W �- R/W R/W R/W RIW
R/W �
25.0 25.0` to 60.0 24.1' to 24.8` 25.9` to 2521 24.81 to 25.0` 25.21 to 25.0' I`
` ' ' 13 18.6' to 1e�0' 17.4' to 8.0'
PLAN AND PROFILE
_ 16.0 18.0 to 48.0 20.0 to 18.6 16.0 to 17.4
9 SIERRA MADRE AVENUE
9 .:;:. NINTH STREET TO 310 SOUTH
See Plats 2.00 �o _ 2.00�° :r:;.;::.
14 p::.. o - o- oq o, t,o ---v 9.... _ I OF CHAFFEY STREET ALLEY
-- 14 _ i APPROVED BY: DATE:
4` _ .39, 1.10% -4.42° _ _
_ 9 �r �4� CITY ENGINEEa �- R.C.E. NO.
/o �'�� l if}�
0.63% 3 � � -� `- }� - �
4 i 21% ° l .. , DESIGN PLAN PREPARED BY:
1.69% - 3.69 /0
o a o 1 7\G- RECOMMENDED
I a o o° o e o °' °° °o ` , n�
t. ; 1_ _ a I9 -� No 3ess, -1Y,„� KKF CITY OF RANCHO CUCAMON w>✓o ,`
g Exrn 6 2.
I TYPICAL CROSS SECTIONS � * ! DRAWN 10500 CIVIC CENTER DRIVE SHEET
I 19 1 STA 3+63.3 to STA 8+00 STA 8+00 to STA 9+75 tin4T� w�- KKF RANCHO CUCAMONGA, Ca 91730 2 2
Scale : Horiz. I"= 10' ° , p���+�F�� of
STA 1 +25 to STA 3+63.3 Vert 1" = 2' ` ' CHECKED DRAWING NO
R.C.E. No 36937
HM DATE FILE NO 1471