HomeMy WebLinkAboutVineyard Street Improvement Plans F.a.u. 4 Of 4Iu
..,.,.-.a �
s
i
s 1 Ni I
�`�� t�i U� f:'-;; ,1`flti 0 "tti a,•.A�;,.:dt,L•
WIN
N11111
0
•
11
i
A
.
j'RENCH MARK.-
} t0
7 x>� t
,
:
r � ar 7
t } t t t >( aE T V,AAg ))WV•4vt' ,QvN
t { •
r ,
! � . • ♦ j•-Yt i -. . • • . . • t - - - _ � t t-. t ! Y • • j , E� iiM/4.s. YINb Y•B 3r Tr# r Pw'V►.
� T
09 }
a4vv
3
t
;
}
j 7 i ta,* rP
r t
• _ _ } t � r r 7 } , r : 3 act
ej
- r
t e
t
: 1tj— I
yi`+
10
:
i
r
- - ! t
t
I
t { t t1 - D
� a
* l
• t f4A ' �l �a V +'---v . .. -. + - . - . --+ -- +— -•- +- . -. . . .l, „b, _ y _. .�._ . . -�
r E
R
1441
' 2 I � r fi � t �a o ��
t t =- ' - i 7
- 1 j
1
Zia
N t I t N; I E t }? t t f t t. ,� ¢.rr7E�etLA xT Cyr L1 ..
f - _ _
r
t
t -
r .
�
Qr r m: rs a Y t y
:
t •
3 j'�.
:
' ►C1 €R 1
�' ` 5€fE CirEi It A
i•C+I .c2l1N}G7
~
_
I
7
_. 0 t
,
} _
c
J �iCL
; t _
.
t r` ``i t t j I PER R G,L 1M 0 t ,,,' '
3 , : t fit. sm nw-x iLj r''6 � !
+ f j .• .} .h E PROFILE E 5 .NL1�... .lam �
t
1 t �1 •r fJam. .(» �...F 30�
— --
!t
' t t � u.�r�
„ t
1 T
,
t
31 30 29 28 27 26 25 24 _ �
1
PLAN SCALE 1" 4 0'
�,v
CONSTRUCTION NOTES
�♦ CONSTRUCT CONC. CURB & IS" GUTTER
PER RO. CUCAMONGA STD. DWG. NO. 303.
2• CONSTRUCT CONC. CURB ONLY
PER RO. CUCAMONGA STD. DWG. NO. 301.
3. CONSTRUCT CONC. SIDEWALK
PER RO, CUCAMONGA STD. DWG. NO. 310.
4. CONSTRUCT CONC. CROSSGUTTER
PER RO. CUCAMONGA STD. DWG. NO. 308.
6. CONSTRUCT " A.C. PAVEMENT PER
TYPICAL SECTION.
7. CONSTRUCT " A.C. OVERLAY PER
TYPICAL SECTION.
11 RELOCATE POWER DOLES.
13f ADJUST MAN -BOLE TO GRADE.
14 REMOVE CONC. STRUCTURE
15. RELOCATE WATER METER
16• RELOCATE FIRE HYDRANT
17. REMOVE EXIST, A.C. BERM
1 CONSTRUCT BOMINITE PAVEMENT.
�0 INSTALL STREET LIGHTS.
1 CONS PUC'T 8" A.C. DIKE PER
RO. CUCAMONGA STD. DWG. NO. 313.
-- - --- - -
T_
_-_- PHASE M CONSTRUCTION PHASE x CONST. ARROW ROUTE
AP'PR a LIMITS C.G.O. ., SEE DETAIL 69T Z —_— I-----_'�-•-+ if w� t �
—
SEE CONSTR. DOTES 1,21,22,23,25,28,27,&28 THIS SHEET �'t�� a,� i �A � A; I 4v -
p', SEE SHEE7" 2 Of S ' x
T FOR %IV%�,ER5ECTION y.
d I lll, h , tl74- /�' n� i
nri ZI ti .Q 4 1 . r •V',t i �' .r O;v -
v r. sl d a '+ t� '� I ,'iyti
Ol—
tr, 4• r Ar ,� d 5 d1 P Ka) ul
�V j
�t \ J
tit }(p R �1 N @ % ti �E ! i �S7 4IaC S rp P v r
• ie � -
P Of'os! C
Q ,•D.��'\ ��1'L. ..k) S a, l�✓ •�'0 � �': v 7�... a �� � w �. r r a +fir r s r
Or
f��g o+ O ^ y �' � �v �1 1, � +' a - - — - - 11 a ( ! ` , w
` VA • v�_,t� i'�"C "i -i +� . u : -. r r . air. + - + + • : -- - -_ -- tyr _. 'rr- . T
(� _
_b •-o .. Sri.
ISO i s
W� 1
'VINEYARD
to
22 CONSTRUCT CATCH BASIA NO. 1, W=14'
PER RO. CUCAMONGA STD. DWG. NO. 502
AND LOCAL DEPRESSION PER STD. DWG.
NO. 518, CASE "C".
23 CONSTRUCT MANHOLE AX PER STANDARD DRAWING 1510
WITH GRATE COVER ( ALAHAMBRA FOUNDRY IA-1254-6
OR APPRCV', D UOUAL)
24 ADJUST %'A:.VE COVER TO GRADE
2 INSTALL 1.3.63 LF 31" RCP D = 1250
6 INSTALL 2'' LF• 8" SCHEDULE 40 PVC
2 INSTALL A'HAMBRA FOUNDRY ROUND TO RECTANGULAR
ADAPTOR A.00 ( 9-7D 4"X1,C) THROUGH A.C. DIXE
38 CONSTRUCT CLF,SS 'i3' CONCRETE COLLAR PER
DETAIL "A' HEREON
• t -
n (�, o' t' d11 � TU� cogs► co�rc f�e"�arRt
' 9 cai o c.' . • 10
rcx c c w o 110 ova
'/L" THICK EXPANSION Camtr. Curb R*twn prdy V Y.
I"1 JdINT FILLER r� Cat d 1&PWRT IZ119L __EX3STiN6 Ib W L
a P'RbTECY IV PLACE �) ' y V.
- 2 -
-rIiZT T 4 4 ��1
.HE CO .F., f+.,, : TF:RMIVEr -sc.ri
THE E1(ACT A -NC, ELEVRTIGN
OF ALL UT
PU 11P TO S'TORMI
DRAIN CONSTRUCTION.
,
' � x
OfL TR Ir:v7N. 7,4141 - N• . ,, ce
ROUTE
- CLASS 8'CONC
go 002' '•ICJ"
rra I>itd�; C, finf,�� r�e�n ir, n rr.=n�� �::r°,•n j r'::
MOM fo r•b r �f�;in �,ob=r7 n�;_n� �:'tt:�.
WITH PHAtE I IMPRIVAUmIS
L,FSCPiP 1110N �f REVISION
SSI ON
ATE _ _ova v
CI` Y Of RANCHO UCA � � A
I
_ '�
�EVA A r Z_
,�1°1�PX0✓O Y _ ` z D4T
9F
----_— —� ..�,�...�.__
c/T'3' EAdG /EYE �'� Vic$ t3!?
'DESIGN
L. TT
..._
CONSUL TWO CIVIL 1*01*114ma
A►>rii �.A�bO PLANNING
ftl IV�. A"- 610ft a_mc
.��
DRAW h
S►�f E T
C C
•l�K k,� O�IA!1T�
. ci _. ._
e1 CRE17
..�..- RGE No _.
Dstjkw hr, �_
- iN r
DATE --r-g4 I& FILE No 1pf—Ifti
.;,77
-CONSTRUCTION NOTE S-
1. CONSTRUCT CONC. CUR$ & 18 " GUTTER
PER RO , C UCAMON GA STD . DWG . NO . 3 0 3 . q-
�7'�� tL c
2. PI RO' CUCCAAMMOCNGASTDQNLY
DWG. NO. 301.
r 4
3. CO'tTRUCT CONC. s IDT;WALK
PM RO, CUCAMONGA STD. DWG. NO. 310.
4, IDOMTRUCT CONC. CROSSGUTTFR , ' I € ' t',� _, 1D
PER RO . C'[PGAN" A MOBrD . DWG . NO. 308. � 7
6. CONSTRUCT " A.C. PAVM9NT PER
TYPICAL SECTION. to
7. CON8TRUcT A.C. OVERLAY PER j
- TYPICAL SECTION. � 2� CONSTRUCT CATCH BASIN NO. 1 Wm14'
11 RELOCATE POWER POLES . PER RO. CUCAMONGA STD. DWG. NO. 5 02
AND LOCAL DSPRMSION PER STD. DWG.
13; ADJUST MAN -SOLES TO GRADE. NO. 118, CASH "C'" .
3 CONSTRUCT MANHOLE Add PER STANDA= DRA y(; 510
19 EZI M IVF CONC. STRUCTURE WITH CRATE COVER ( ALARAMBRA FOUNDRY #A-1239—'6
15. RELOCATE WATUR M$TE'R OR APPROVED EQUAL)
2 ADJUST VALVE COVER TO GRADE
16 RELOCATE FIRE FiYbRAN'E' INSTALL 153.63 L? d0" RCP D . 1.250
77t RMOVE EXIST. A.C. BERM 8 INST LL 312 LF €3" SCRIDUT,I 40 PVC
OUTE
a
ST fay %~
3c w a IT*
0
LSSCO
'_
'xnw' fe";% 117
VINEFNAAD AVE N UE
a
6 1 Ili/•s✓, f ,fib0
0�I,- it I ( Ii,.i iE.
+7
r • .
■ Vim
c
ULjil c
P1
VIXVYAJU) IMP. Pk(jJOVT
F.A.C. WIM-1111XI,
C.C.O. NO.
0
. . . ................ .. -.- .... .............
a
IIZA197,41-Z 77�a�
&VOgL* WOOX
cz/ '74- I.A,4E AeA&Alb- 15?6:6 OA/ 7' F-/
rZOAit", WJ&,iUe- 4A(F-4,&
4
to
e5KI97- 67oerU. VO-,,->
A1072=.'
e171-1
C14"
04C A4VIVM
C17-l-,
9P
AM
F9.T T - ''
VINI E YA R A VENUE
457�eWSL-5- /Z2 e7,6"�WIIV 7V
ZSXAgrl'oe. e rav,
�C,4-3r x p as Waa�� AMAVW�
0 e-wA104410
mi