HomeMy WebLinkAbout928 -NT P- LANS
STP-i
EET IMP
P- % OVEME
FOR
WILSON AVENUE
1
FROM KL USMAN AVENUE TO 128.00 . E A S T
IN THE
CnY OF RANCPO
CUCA MONGA
-- , z.A cou1vA CK? --
h �
bi 4
#14A 5/OE RIO. QItQ
MILIS49E RQ.
5/TE wic WN a VIE.
eQNyAN sr, z Q
v LEMON IMF
V � �
N/s#LA/VD Ale
/9 rN t
VICINITY MAP
N. TS.
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA 14. IF ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A.
STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED
EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAIVNG.
TO THESE STANDARDS AND SPECIFICATIONS.
15. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE
2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES
VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY
LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF
RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. WORK.
3. THE RESPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING REPAIR AND PAVING 16. CITY APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM AND ESTIMATE OF QUANTTIES.
REPLACEMENT IN CONNECTION WITH SEWER AND WATER, GAS, PHONE, ELECTRIC OR OTHER UTILITY
LINE INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE OWNER, AND SHALL BE ACCOMPLISHED 17. STREET MARKERS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 SHALL BE
IN COMPLIANCE WITH APPURTENANT ORDINANCES AND STANDARDS. CONSTRUCTED AT EACH INTERSECTION.
4. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE 18. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY OR THE CORRECTION
AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN
OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
5. SHADING ON STREET PLANS INDICATES A.C. PAVEMENT, DETETOIINED BY STRUCTURAL SECTION, BE 19. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE
INSTALLED. THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR.
6. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR 20. ALL CURB AND GUTTER, WHERE GRADE IS LESS THAN 0.40%, SHALL BE STAKED WITH 3' OFFSETS AT
TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF- 12.5' INTERVALS. PLACE 3/4" DOWEL PINS AT ALL EXPANSION JOINTS.
WAY.
7. ALL REQUIRED STAKES SHALL BE SET BY THE PRIVATE ENGINEER.
8. THE STRUCTURAL SECTIONS SHOWN ARE MINIMUM. AT THE COMPLETION OF ROUGH GRADING, SOILS
TESTS, INCLUDING "R" VALUES, SHALL BE TAKEN AND A MATERIAL REPORT SHALL BE PREPARED BY
A QUALIFIED SOILS ENGINEER. THE REPORT SHALL CONTAIN A PROPOSED STRUCTURAL SECTION AND
SHALL BE SUBMITTED TO THE CITY ENGINEER FOR HIS REVIEW AND EVALUATION. APPROVAL WILL
BE GIVEN WHEN ALL STRUCTURAL SECTION REQUIREMENTS HAVE BEEN MET.
9. SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION, SHALL BE SET BY THE ENGINEER.
THE STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF CONTACT THE t•OLLOWING, AS REQUIRED, 48 HOURS
SUBGRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL STAKES MAY BE NEEDED PRIOR TO EXCAVATION: CIT Y
AT WARPED OR VERTICAL CURVE AREAS, SUB-GRADE STAKES SHALL BE IN PLACE PRIOR TO PAVING TO DESCRIPTION OF REVISION DATE APPROVEC
PERMIT SPOT CHECKING OF SUB-GRADE BY INSPECTION PERSONNEL. A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT
10. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS OR CROSSINGS, SHALL MR. BOB STALLINGS (213) 969-2718 CITY OF RANCHO CUCAMONGA
BE CONSTRUCTED PRIOR TO PAVING. FOR BASELINE ROAD CONSTRUCTION
11. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND B. GENERAL TELEPHONE (soo) 422-4132 TITLE SHEET FOR UNDERGROUND SERVICE
AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A I "
WRITTEN REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER WITH THESE COMPACTION TESTS, FOR C.- SOUTHERN CALIFORNIA GAS COMPANY WILSON AVENUE
APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 2191 EAST BIRCH STREET
12. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER BREA, CALIFORNIA 92621
LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERITY: (714) S29-2889 / (714) 529-7070 FROM KLUSMAN AV NUE TO 128' EAST
A. R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE SASE. ID. CUCAMONGA COUNTY WATER DISTRICT
B. STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. 9641 SAN BERNARDINO ROAD APPROVED 8Y
RANCHO CUCAMONGA, CALIFORNIA 91730 CITY ENGINEER R.C.E. NO. 2 388 9
13. WHEN ASPHALT CONCRETE IS PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL THE 110
(714) 987-2591 DESIGN GED . �E h' M/MMgCK RECOMMENDED
SUBGRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUBGRADE AND CAM CONSULT/NG C/t//L E/V6/VEERS
ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER f
THAN THE NATIVE MATERIAL. DRAWN ?14 501TH lW6Y1DAliENUE SH E E T
CAM ONMR/O, C4Z 110RN14 91741
17/4) 983-0439 � OF 2
i CHECKED [DRAWING N0.
SEE SHEET ? Or ? COR C'0/VSTi4(!CT/ON NOTES,EST/M�1 TEOFQUANT/T/ES R.C.E. N 0.9 399 9Z8
ANo TYPICAL SECr/OA/ ETC. C/T y DATE a/ is f s5 FILE N0.
<
e r _
<
_ BENCHMARK NO . 75
RAN TL. - /O L
. T $. ( 9. .34 F � 3 0 €
J
O Q I
,�/!-lRL7/Y!a/L /NP,4//VTE.D CJ CLQ NKA
n rt R C
W� F
FLUME S.E. CORN, 4AFC,4(1bWO O
r < Q/V
,
1Q V
V � f'�/L SOS!
j.
g
rr^^ A i
v1 � _
. <
,
fLEY. /75911.3
<
P
{ < !
,
v
i
!
0
< e e - I—.• /�/jam///v�,/. .. � < ... r
J
'44 h V
1 € s
O
„
� ZZNQ
1
11' Q
V
2 _
4�
: <
L O V
:
, I
2•
<
Q
<
i
-1780 N y� � 4 �, p Or;
�780N
,
r ,
, <
0 n £
$ 3
d _
F
5
Q ,
r
!
r
e
s
e
�
< Er sr
��
OATr
I I,
t
t
�
<
TTER
GU
, <
<
,
e
, y .
q p) 4 !
, v
IN
:
!
i
W ,
<
. ,
1
:
1�
- ;
77 N > ,
r -
a
0 2• 77
f
0�
!
1 ,
Agfa o ��
x780 1 ✓Oiw �► PFS Q 3 /1� 1780 _.
9 \
� r
W
Q
/-10e
I
�.
v {
_ � 1
•3
e
- 2 Q
i
{
,
� o
M t
,
<
r
,
t ) \
i
1
I
S
: < !
a
1 _
r
: < ;
. <
l
9 � ,
9 �
„
< ;
:
Q
< 1
<
:
< < ,
o
1
ti•
0
SFE
s
� r
5 1
f IA(
. e ,
l
1
I '
;
FE
f i
3•
2
<
,
<
1 �
I
,
: r ; ;
'1772 77
r
17 80 S 178
i6i'll 0s
1
f
{
l
O
t
t
i
I
,
i
1
i
i
r
i
T ,
4 a
9-
r
F £
s
t i
: .
<
r
c
t {f
t
t
i I
1
1
1 1
r
! F
;
r
!
,
i
<
i
4
1� 1
2
V
!
SCALES
C L
,
f
PROFILE S ES
<
xs
r c
E 2 S
D
I
:
.� OF
e r
HORI Z. I 4
r <
1
h
<
741 � < �
! r
r <
r
R
9
V T
:
, <
0
<
,
i
E
4
i 2 --�
! _
'I
77
0'
S
7
10
77
r
2•
;
1 b S'
Q
<
4 ,
1 `
7 8 9 10 II 12
EST/MA TE OF QUANTITIES
K L U S�VIAN AVENUE CONsT UCT/0 7 LF C. TRA/►x' /O EA ST. TREE�LEMONBOTTLEBRUs,�/�(G EAKLtrsMA�')
' I� ;I ••.,V � � W \ , � 4 E,4. !-Y/L SON//
41 w ,gg7O SF, 4"QC PgVEMENT /94 TONS')
II 30' 3d1� Ta
\ Vp Q Q > Q V �33 Isr
EXCQA5-6
SON CA.8.
�� O E4 RQ IS WATER !//JL I/E TO 6RADE
�`4 h ODQ 0 � 0900 ' LF. 8" PC-C, CURB�` awGUTTER
H � p / EA OE0E5TR/Q/V SARR1C40E
PERS' ►O , l� IN "
-,I I �� h a /09G.'1 LF 3 X4 R 0W000 A/EQOE�Q
TRACT 9588 1 �, I I J� h db� 0 l� ti W V
.�i0 � Qill ��
°� �y a m ti O Q y' ^ V tt / EA N///EEL C114/R RA/NP
Ex a'N/GN WALL I I I A V o, �'� ;Ih j O �C,� 525 SF. 4 W/OE PICC S/OE4t Z,4r
� I ' � .¢g • �� -�� � W�� Riw� �PEMOvgLS -�-
sC4GE,' /E"0 �✓,4LNUT TREE
/'=40 = _----_ -- --- '_- '- - - ti �'°�' 20G5 SF /!C PQ!/EMENT
33"SD ) �- - - - - -- s 17ISSE QUANT/T/ES .4REEST/M,4TES ONL Y. CONrXl-4rTOR
qFL' 3 ,���1�� 4 2 `U b a� Z'I /STO C4LCULATEf//5 OWN FOP B/OloU.4PO5E5-
� �� ' CONSTRUCTION NOTES
2� 2 f Si4WCUT EX/sT. .4C PNMT 12.?$ �-C wsr,iPUCT e'"PCC CUfTB�`/g"(,'TR. .�R COUN>Y STD.NO //5
WILSON 1 AVENUE 'CONSTRUCT ¢ ",QC �Ql/EMENT Ow "C,4.B
30-- ONS•TRU
C CT GY�/EEL C//,4/R F�4MP PER Ciry srO. /V0 310
R/w
tiv O—CONSTRL/Cr AC R41/EME/VT TR.4/V5/Tj0/V
O OQT/1 E ti PER STD. DWG /✓Or 406
d= 90590"
O REMO f/E EX/ST/NG .4C P,4 f/EME/VT
R.2¢00, ®---R,4/SE lN,4TER 1�,4Z M5-TO GRACE
r Za.42'
4,4 44' 44CITY'
V
/2' DESCRIPTION OF REVISION DATE APPROVED
05 .01 O. ' (/P')
2.'/SLOPE M /8 14 `�' z•FEgTfIER EX/5T/N6 /MP.S- CITY OF RANCHO C U C A M ON GA
EX/ST. I �• PLAN AND PROFILE
PCC. S/1.V — — — '
s.4wCUr - -1J WILSON AV EN U E
T/. 28.0 '
FROM KLUSMAN AV14 NUE T012� EAST
TYPICAL SECTION • APPROVED BY '�-/e �'�
WILSON AVENUE CITY ENGINEER R.C.E. NQ 23889
STA. 9*20.81 TO STA 9489.81 DESIGN GE GE N.MiIVMACK RECOMMENDED
SCALES .* HOR/ZOi✓T.4L /''-'/O' R/VM 16-j CONSUL T/N6 0Y/L EN6/VEERSy E G S/91 s�
VERT/C.4L /"=2' •
•/Q(/�lLUE ' G 8 DRAWN ?1460,1171-1 E(/C1-A0,4 FNUE SHEET
lk
o
Gwr4RIO C4L/F'OR/V1q 91761
MS�C,Q�y (714/ 983-0499 � OF 2
CHECKEDr,J D DRAWING NO.
✓ C.E. NQ 9399
C//'Y 4/zs
Y - ILE Nlt5s F 0.