HomeMy WebLinkAbout2283-3AREA A I/ 8" 5LOt N CR055WALK5
8" RA17115 W CR0554VALK5 AREA 13 I/ 4" SI.Of N NiERSECTiON AREA
0 -1/ 4" RADIUS IN Nffl5FC110N AREA AREA A I/ 8" RA1 o N CR055WALK5
#4 DOWEL5 0 24" O.C. AREA 1/ 4" RADIll5 N NrE&SE fM AREA
EXPAN51ON JONf-REFER t0 5EC110N eAWP 7ED N CONOM
201-3 N SPECFICAfI0N5
6" X 6" WELDED WIRE ME5H - 10 GAIL
WRAP ON ONE 517E ONLY I/'}" %U CONFKM 10 A5fM A 185 -REFER t0 NO EXPAN51ON JONf 2'1L.CRO55WAALK SEE ABOVE
5EC110N 303-1.2.4 N 5MCIFL"ON5 BEIWEEN A.C. & P.G.C.
3' O.L. NTER5ECT10N
x A.C. PAVEMENf
' � � °' • ' 2" a'AR 1,d a ' •
2'baEAR •. e' d a ° 1CLEAR.
qa
• ' °• � 91121,
MN, 1iM55 sa
95X RELMN CONWAC110N FOR A MINIMUM MPM OF 1211
"*-� 12tl NAIN 50L BF�.OW 1� G1UIDUJG
VIII
12" MN, 12" MN. 12" MN. owl
COMPACTED fo 95%
2' on
6 11NS5,
NOTE5: 6 11 NWH M'��(,
00 eXpAN510N JOINT M1'AIL N,f.S,
AREA A SHALL HAVE A 1/ 8" RAI7N5 ffaaW. AREA 0 COLOR SHALL. 6E C- 32 QIYIRRY RED N
NOM., EXPAN51ON JONt5 SHALL N Ca RRIKIED A5&10VIM A 4, TX 2' OW PAt1ERN - KW t000P 5CORE LNE5.
AND AL50 At COLOR 5EPARAIION POINTS (CRO5W&K 6AN175) . AREA 13 SHALL HAVE A 1/ 4" MLI5 TH&a1AM, AREA ®COLOR SHALL 6E C- 32 aM RED IN
POV&5 t0 6E SfACiaW ON OPP05ND 5M5 OF ft 6417. 3' X 3' GR17 PAf1fI N - HW 100L.EP SCORE LN5.
COLOR CONCRETE NiEaKLY 11500 5COFELD'5 OR DAVI5 CHROMM ADMIXM5.
4' COIOIR55AM�E5'fO It �5LVMff TO C"Y FOR APPROVAL
CONCRETE 64175 SHALL. Of 2' W M 417 MA17E WITH F.C.C.
211
HAVENCRE5f DEVELOPMEW x
11010 WALNIff VLLA(x PARKWAY
9. d Q' d d AM 240-211-40
t11 . t
1111111= 211 VIII -- IIIIIII�IIIIIII� �
12" NATIVE 50L
COMPACIED 10 95X
FZY M1'A!L N.tS. I ,-
v•
EXISTNG RWr OF WAY
EXAtff WN0 5U7EWALK
E45M1G &W OF WAY
P,
g
9
Im
1
:'' I■O■■■I■It■■11■Oltl i■I■0■il\\■111
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MENEM
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� leas .a►e_� �►_� MOM
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mmommi =014 all AN
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wo
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MINNIE w■I*-��-e-��►-ee-�.a-a-*
!!■ MENEM ►eeooe�ve�t►�►oe�'e'�
---- ----- ----- ----- -----
'm■°Ileleeiefl���`' ! ��i' ��"�I /�'1'I'�'FEW
� / � � �� �iiliii� PIP
�eoeoee�l�a.�ev�e�, Po►oeoee�,�
■o■. �eee ►e �o ► � oe�
•!s� ��• � v .. �r,� � � � _oma 1
L.r=(3F.UV®
a
CENTERLINE
---
RIGHT OF WAY LINE
1
�
'
-----------------
EXISTING IMPROVEMENTS
( 69,44) LP
PROPOSED IMPROVEMENTS
-eA------
CABLE TV LINE
--
O
E
a
-SEWED'-
15
�' a
STORM DRAIN LINE
Q
WATER LINE
oma
v
¢_
a-
T. C.
3
94
F. L.
FLOW LINE
G.B.
GRADE BREAK
C.F.
CURB FACE
C.B.
CATCH BASIN
J.S.
JUNCTION STRUCTURE
67.44
PROPOSED ELEVATION
(67.44)
EXISTING ELEVATION
17
Z,
1
PROPOSED COLORIZED CONCR
19
REMOVE EXISTING PAVEMENT
UNMUOUNP IN WING OF
GRIND AND OVERLAY MIN. 0.1
ZQ
IO
PROTECT IN PLACE
I " I
11� J1
LU-
5fA. 26+86 CI.�X:tE EPHONE 5,T HW 22b' Rf.
/
PROVIDE SURVEY SERVICE BY CALIFORNIA REGISTERED ENGINEER/LAND SURVEYOR (INCLUDES 2 MONUMENT WELLS)
LS
z
C 69,56) fC
GRIND AND OVERLAY 0.1' A.C. PAVEMENT
780
1?3M @ �.Ck
/
\ CbW,<RUCT LAN125CAPIN6i & MONUM6Nf 51GN - 5EE 51,EET5 5 T01
Q
I
K. fwEX. 10 fO 6E RELOO ER LOCATION PER CITY IN59CIOR
X , EX, LIGHT
oF,
k�
o.6
--
FZY M1'A!L N.tS. I ,-
v•
EXISTNG RWr OF WAY
EXAtff WN0 5U7EWALK
E45M1G &W OF WAY
P,
g
9
Im
1
:'' I■O■■■I■It■■11■Oltl i■I■0■il\\■111
,_ f:r�■■lIIIR1■ItlseC7LlFi■e1le���sa�e■wL►
WE VIV121VA, 10,
�'�,iFL�i��■■■■alit■■■■�I■Itl/�!�:'!!rr■■■II
1 ��,I.��eoee��eeeeoo�,,�►.
= _� iiiP�(�O�
' - - � _ � �Evammi
��__ ►oe a �►e�esa'�'osd <�
no so
=WIN► .� d S
NOT ammum
MENEM
INNER ►o/►eo ase �► oeo,�e�
� leas .a►e_� �►_� MOM
_ �►
mmommi =014 all AN
OR WAR
wo
�� �� -. � � � � �� .. .. til'�■'iii��o�����e���0�'0����������ai'.-
MINNIE w■I*-��-e-��►-ee-�.a-a-*
!!■ MENEM ►eeooe�ve�t►�►oe�'e'�
---- ----- ----- ----- -----
'm■°Ileleeiefl���`' ! ��i' ��"�I /�'1'I'�'FEW
� / � � �� �iiliii� PIP
�eoeoee�l�a.�ev�e�, Po►oeoee�,�
■o■. �eee ►e �o ► � oe�
•!s� ��• � v .. �r,� � � � _oma 1
L.r=(3F.UV®
-
CENTERLINE
---
RIGHT OF WAY LINE
--A- 41
EDGE OF PAVEMENT
-----------------
EXISTING IMPROVEMENTS
( 69,44) LP
PROPOSED IMPROVEMENTS
-eA------
CABLE TV LINE
--
UNDERGROUND ELECTRIC
-teas--
GAS LINE
-SEWED'-
SEWER LINE
-ge-----
STORM DRAIN LINE
-WATE
WATER LINE
E. J.
EXPANSION JOINT
T. C.
TOP OF CURB
F. L.
FLOW LINE
G.B.
GRADE BREAK
C.F.
CURB FACE
C.B.
CATCH BASIN
J.S.
JUNCTION STRUCTURE
67.44
PROPOSED ELEVATION
(67.44)
EXISTING ELEVATION
17
PROPOSED A.C. PAVEMENT
1
PROPOSED COLORIZED CONCR
19
REMOVE EXISTING PAVEMENT
UNMUOUNP IN WING OF
GRIND AND OVERLAY MIN. 0.1
20
IO
PROTECT IN PLACE
4' MN.le
1
' 2
VACM1f LOf ••
APN 240-%1-41 v I
,a 5E am MffAL I
5fA 25+ 56.40 PLC.R. v d I ArRM
- � 1
p
c
5fA 21+96 EX, PP#153676%
5% 21+ 61,36 ENP A.C. 9MOVAL
5AWCLf & MAfCH EXISTING A.C.
5rA 21+ 60 EX,IREE 25' Rr,
EXl"W CM PAM ON NW COW
TPM-E•CR. (69.50%
( 68.92) FL
( 69.04) LLP
1/8A (69,73)%
(69.14)FL
(69,25)LP
'514 A (69,98)fC
(69 37) FL
( 69,44) LP
516A (EX, RAMP)
(6955)FL
(69b4) w
1/2 0 (7039)tC
(69.73)FL
(69B1)LIF
3/80 (10,13)%
(1031)FL
(70.Z)LP
1/4 A (71,09)tC
(70.44)FL
(70.55)LIP
1/8 A (1133)fc
(10.72)FL
(10BOLI'
P.C.R. (71b4)tC
(70.96)FL
(11.M)LI'
SF
-�
5fAu21+ 61.36 ENP A.C. REMOVAL
�
NA 21+44 EX, IRRIGA110N VALVE5 26.5' Rf.
DESCRIPTION
TOTAL
QTY
5fA 21+ 42 EX. IRRIGATION VALVE 26.5' Rf.
O1
d
.
i 5fA. 21+ 11.36 ENP CONCRETR PAVING
SF
O2
PLACE 4" A.C. PAVEMENT OVER 12" COMPACTED NATIVE
65
TONS
O6
PLACE 9 1/2" THICK GROOVED COLORED CONCRETE PER FINISH DETAIL HEREON
5M. 22+ 21 EX.11TE 26' Rf.
SF
O8
CONSTRUCT 8" CURB &GUTTER PER CITY STD.101
5fA. 21+ 20 RTMOVE & REPLACE 4' OF RA15E9 6X, 5/ W
LF
11
CONSTRUCT 9 1/2" X 24" WIDE CONCRETE CROSS WALK BANDS PER FINISH DETAIL HEREON
1 5% 27+16 EX, W66+ W66A 5M 24' Rf.
SF
.s.
CONSTRUCT 4" THICK CONCRETE SIDEWALK PER CITY STD. 105A
5fA. 21+16 MATCH 6X. 51PEWALK AT JOINT
SF
-�
5% 21+ 10 EX•5PRINKLER 101' 191A. 25" Rf.
1
EA
NO RAMP 5CORIN0 fH15 51M (TYPIC&)
CONSTRUCT RAMP PER CIN STD. 104A
2
5% 21+ 04.44 CON5TRUCf HANVICAPPEV RAMP ag§(D
16
CONSTRUCT RAMP PER CACTRANS STD. DETAIL NSP A88 CASE C
CALTRAN5 5TP, NO,N5P A88 CA5E C (MOVIE
EA
17
5fA. 21+ 01 EX.5fflWLfk 1011 VIA, 21' Rf, fO P - FOR LOCATION CONTACT SCOTT B G w/ CITY AT
�9N09)350-6766
1
5fA. 21+ 00 CL EX.IfLEPM 33' NI Rf. fO It MOUEV 6Y PAC. 6ELL
19
SAWCUT &REMOVE EXISTING RAMP /OR SIDEWALK
UNMUOUNP IN WING OF
SF
20
4'
93
I " I
11� J1
LU-
5fA. 26+86 CI.�X:tE EPHONE 5,T HW 22b' Rf.
/
PROVIDE SURVEY SERVICE BY CALIFORNIA REGISTERED ENGINEER/LAND SURVEYOR (INCLUDES 2 MONUMENT WELLS)
LS
1
IN51ALL PINCH ANP CONC, PAP - 566 5HEET5 5 f01
C 69,56) fC
GRIND AND OVERLAY 0.1' A.C. PAVEMENT
780
1?3M @ �.Ck
/
\ CbW,<RUCT LAN125CAPIN6i & MONUM6Nf 51GN - 5EE 51,EET5 5 T01
I
K. fwEX. 10 fO 6E RELOO ER LOCATION PER CITY IN59CIOR
X , EX, LIGHT
--
1
o
INSTALL BENCH AN
VI &NUf VI
UT VILLAGE PKWY
a I STA. 26+4 CL
IM+
. M NGO AVE NUE
31 a EX, I WAAON VALVE 29 '
26+
Av"r t
F --q
° -q
L
p, Xg.711%
265�L
+
;,}-----
--------------��-�'" '--c: FENCE 29' Rf.
26+ 20 EX. OIN WIRE 31' Rt. I I
;
5fA 26+19 EX. PP#21M64E 24.5' Rt. I I
I
1
1
5rA 26+ 13 EX. COLUMN & la 510N 24.5' I , I
.
1
1
1
I
'
�{
5fA 25+ 99 EX, LIGATION VAL TO BE MOVED -
5fA, 25+ 916X, LIGATION VALVE 215' Rf]-SEE SHEET 6 OF 7
5fA. 25 95 6X. IRRIGMION VA1.V'E 21-Rf.
I51A,
25+
PER C&fRAN5 51P. NO, N5P A88 C C 19 E2O) 16 8
NO RAMP 5CORING THI5 51M ( C )
5fA, 25+ 81.36 PEGIN CONCRETE PAVING
r
1
5M. 25+16 EX, COLUMN 24.5' Rf.
EX15 M 5CORE IN ON C&G (fW)
1
I
1
I
5fA 25+ 59 EX, GIN 24' Rf.
5fA 25+ 56 EX, aF 24' Rf.
N 1
1
� 1
- }O
CONSTRUCTION NOTES & QUANTITIES (T9 -SIS SHEET ONLY)
ITEM
DESCRIPTION
TOTAL
QTY
UNIT
O1
SAWCUT &REMOVE EXISTING A.C. PAVEMENT
2395
SF
O2
PLACE 4" A.C. PAVEMENT OVER 12" COMPACTED NATIVE
65
TONS
O6
PLACE 9 1/2" THICK GROOVED COLORED CONCRETE PER FINISH DETAIL HEREON
7579
SF
O8
CONSTRUCT 8" CURB &GUTTER PER CITY STD.101
93
LF
11
CONSTRUCT 9 1/2" X 24" WIDE CONCRETE CROSS WALK BANDS PER FINISH DETAIL HEREON
770
SF
13
CONSTRUCT 4" THICK CONCRETE SIDEWALK PER CITY STD. 105A
1273
SF
14
ADJUST MANHOLE TO GRADE WITH 12" COLORED CONCRETE BAND AROUND RIM PER CITY STD.109 MODIFIED
1
EA
15
CONSTRUCT RAMP PER CIN STD. 104A
2
EA
16
CONSTRUCT RAMP PER CACTRANS STD. DETAIL NSP A88 CASE C
1
EA
17
CONSTRUCT RAMP PER CALTRANS STD. DETAIL NSP A88 CASE C MODIFIED
1
EA
19
SAWCUT &REMOVE EXISTING RAMP /OR SIDEWALK
753
SF
20
SAWCUT &REMOVE EXISTING CURB &GUTTER
93
LF
25
PROVIDE SURVEY SERVICE BY CALIFORNIA REGISTERED ENGINEER/LAND SURVEYOR (INCLUDES 2 MONUMENT WELLS)
LS
LS
26
GRIND AND OVERLAY 0.1' A.C. PAVEMENT
780
SF
DATE
5% 25+ 34 EX. COLUMN 24.5' Rt.
5fA 25+ 3L. i6 Of6iIN A.C, REMOVAL
5AWCUf & MAfCH EXI5fIN6i AC,
�
II
I I
I
II -1-z5 III
I
I
»
e-
C�� A
�N�F.Jfc�oN �1' L
�WALP11f VI.I.AL� PKWY
ry
(N89d59'S5"E)
I
SCALE I" - 20'
(1323,08)
k
0" 50.60Lf MR CbPO.
STREET IMPROVEMENT PLAN
WALNUT VILLAGE PARKWAY AT MANGO AV
INTERSECTION ENHANCEMENT
0" 11'. fACaP "L.5.3039
PER TR 12162)
I PP\OltCf I PI,ACS
,
115E A5 CENTERLNE.
DESIGNED BY-
JT
DATE:
25 CONT WTOP 10 COLI, HI5 MAINMRI 5LMYOI; TO M- If M511NG MONUM15
ppJO� t0 ANY WOfzK, �X1511NG MONUM�Nf5 t0 C3E I�pLAC�n WIrH 5Lr�Y MONUM�Nf5
A5 IN CAL11;AN5 5T, pLAN A1�, TYI'� n, AL1'Et;NA1E No.l IN App�NnlX,1 OF 5p�CI�ICA110N5.
�,
(I" IF, fAC407 "Ls, 3039-)1 1R 12162) --)1
CHECKED BY:
CN,YP, FM ► JR
APPROVED BY-
I ENGINEER R.C.E. 25126 EXP. DATE 12/31/97
DWG. NO.:
2283
(5PfKE AN17 WA5HER PER TR 12361)
-- j HiaLANP AVENUE
Underground Service Alert
o Call: TOLL FREE
1-500
422-4133
TWO WORKING DAYS
BEFORE YOU DIG
I I M (0968'27"E) %
� (1-15') -- � ( ACCEPTED A5 N,W. COR, E,I/ 2,25 ku
_ 5W I/ 4,%C32,n5•RSW, 101
I � �� �' •• � ,� � � 53039PLACEP WIM 5.&W, StAMPEt
NMI
omuf vwa PKWY --,i
(I" IP, TACaP "L.5. g am WAIL
PER TR 12162)
CLDA5ELM AVENIE
5CALE I" - 20'
MONUAAMA11M M1'AIL N.f,5,
51a 21+61.36
5M. 21+ 56,36
5fA. 21+46M
5fA 21+36,36
5M. 21+ 2636
51A 21+16.%
5% 21+ 11.%
5fA 21+ 09.36
51a 21+ 06.36
5M. 26+ 9936
50. 26+ 9136
5fA 26+ 9636
5fA 26+8636
r
5fA. 26+7636
5fA, 26+ 66.36
i
5fA 26+ 56.36
SrA 26+36.36
5% 26+ 2636
5fA 26+16.%
5% 26+ 06.36
5% 25+96.36
5% 25+ 9536
5% 25+ 9336
5% 25+ 8636
5rA 25+83,36
5% 25+ 8136
5fA 25+7636
5% 25+ 6636
5fA 25+ 56,36
5rA 25+46.36
5fA 25+ 3636
5fA 25+ M.%
�-
pFESS
QR SON
No. 40964
* Exp. 3/31/95
s� �IVI *
qTF OF `� p��
cA�
Prepared Under The Supervision Of
---
�' ' ""'r�'`'�� Date : 31.04-
CITY OGS FONTANA, CAURPmNIA
I I M (0968'27"E) %
� (1-15') -- � ( ACCEPTED A5 N,W. COR, E,I/ 2,25 ku
_ 5W I/ 4,%C32,n5•RSW, 101
I � �� �' •• � ,� � � 53039PLACEP WIM 5.&W, StAMPEt
NMI
omuf vwa PKWY --,i
(I" IP, TACaP "L.5. g am WAIL
PER TR 12162)
CLDA5ELM AVENIE
5CALE I" - 20'
MONUAAMA11M M1'AIL N.f,5,
51a 21+61.36
5M. 21+ 56,36
5fA. 21+46M
5fA 21+36,36
5M. 21+ 2636
51A 21+16.%
5% 21+ 11.%
5fA 21+ 09.36
51a 21+ 06.36
5M. 26+ 9936
50. 26+ 9136
5fA 26+ 9636
5fA 26+8636
r
5fA. 26+7636
5fA, 26+ 66.36
i
5fA 26+ 56.36
SrA 26+36.36
5% 26+ 2636
5fA 26+16.%
5% 26+ 06.36
5% 25+96.36
5% 25+ 9536
5% 25+ 9336
5% 25+ 8636
5rA 25+83,36
5% 25+ 8136
5fA 25+7636
5% 25+ 6636
5fA 25+ 56,36
5rA 25+46.36
5fA 25+ 3636
5fA 25+ M.%
pFESS
QR SON
No. 40964
* Exp. 3/31/95
s� �IVI *
qTF OF `� p��
cA�
Prepared Under The Supervision Of
---
�' ' ""'r�'`'�� Date : 31.04-
CITY OGS FONTANA, CAURPmNIA
DRAWN BY:
,JT
STREET IMPROVEMENT PLAN
WALNUT VILLAGE PARKWAY AT MANGO AV
INTERSECTION ENHANCEMENT
SCALE:
1' - 20'
DESIGNED BY-
JT
DATE:
CHECKED BY:
CN,YP, FM ► JR
APPROVED BY-
I ENGINEER R.C.E. 25126 EXP. DATE 12/31/97
DWG. NO.:
2283
F.MOLINOS R.C.E. 40964 EXP.3/31/95
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE