HomeMy WebLinkAbout4152-1PRIVATE ENGINEER'S NOTE:
THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND CITY OF FONTANA
U11UTIES OR SUBSTRUCTURES SHOWN ON THESE PLANS ARE OBTAINED
BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE,
THERE ARE NO EXISTING UTILITIES OR STRUCTURES EXCEPT AS SHOWN PRESLEY ESTATES
ON THESE PLANS. THE ENGINEER ASSUMES NO LIABILITY AS TO THE
EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR IRRIGATION LINES
WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK SEWER IMPROVEMENTS
ON EXCAVATION TO DETERMINE EXACT LOCATION OF ALL LINES AFFECTING
THIS WORK, WHETHER OR NOT SHOWN HERON, AND FOR ANY DAMAGE
OR PROTECTION OF THESE LINES. �� $
NOTICE TO CONTRACTORS: gyp.
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY
ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED JUNIPER EXISTING 8" VCP SEWER PER
TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING PLAN NO. 3961 SHT. 2
THE COURSEOF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL - - - - - - - - - -
PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND; 1
CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD
DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, i 12 I 11 I 10 I 9 I 8 I 7 I 6 I 5 I 4 ( 3 ( 2 I 1 17
IN CONNECTION WITH THE PERFORMANCE OF THE WORK OF THIS PROJECT, (�I I I I I I I I ( �� I I •� I
EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN I I iI li 9� 1
PROFESSIONAL.
Ij� I I
111' -- -- - - -- --
SURVEY MONUMENT NOTE: Z i s
SURVEY MONUMENTS THAT EXIST AS SHOWN ON RECORDED MAPS, HIGHWAY MAPS W �)
11: 13 I 14 I 15 I 1 S I 17 I 18 1 19 I 20 I 21 I 22 23
OR POINTS THAT PROVIDE SURVEY CONTROL WITHIN THE CONSTRUCTION AREA, SHALL
BE LOCATED AND REFERENCED OUT BY A LICENSED LAND SURVEYOR OR REGISTERED. -- --- --- E� 6 -- -- - - -- 24
CIVIL ENGINEER (AUTHORIZED TO PRACTICE LAND SURVEYING), AND CORNER RECORDS r I I 15
SHALL BE FILED WITH THE COUNTY SURVEYOR PRIOR TO THE START OF CONSTRUCTION.
THESE CORNER RECORDS SHALL DESCRIBE THE MONUMENTS FOUND WITH TIE DISTANCES I I ._ - - - -'
_
TO REFERENCE POINTS FOR RESETTING OF THE SURVEY MONUMENTS. WHEN I �j DfiVE
CONSTRUCTION IS COMPLETED, MONUMENTS SHALL BE SET AND CORNER RECORDS - -- --- -- --- --- -- --- --- - (-
SHALL BE FILED WITH THE COUNTY SURVEYOR SHOWING THE NEW MONUMENTS. I I I ( I I I I I I
CONTRACTOR'S RESPONSIBILITY FOR SAFETY: EXISTING 8" VCP SEWER PER I 48 1 47 ( 46 1 45 1 44 1 43 I 42 I 41 I 40 I 39
PLAN NO. 3816, SHTS. 22-24 j 1
IN SUBMITTING A BID FOR THIS WORK THE CONTRACTOR AGREES THAT HE SHALL I - - - - - -
li .
ASSUME SOLE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF � I /
THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS
38
49 1 50 1 51 1 52 1 53 1 54 55
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING—
HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE
I,.
OWNERS AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR --- -� SHE -- �- -- 55 37
I�
ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT
EXCEPTING FOR LIABILITY ARISING FROM SOLE NEGLIGENCE OF THE OWNER OR
ENGINEER. I �3 -- - -- - - I 57 36 W
,� I11' I I =
BASIS OF BEARING: EXISTING 8 VCP SEWER PER ' I- �--- --�� ' f -fi-
PLAN NO. 3816, SHTS. 22-24
CENTERLINE OF SANTA ANA AVENUE BEING S89*53'47"W PER TRACT NO. 9862 RECORDED ' 1 I W) 163 � I 58 35
IN MAP BOOK 148 AT PAGE 78, RECORDS OF SAN BERNARDINO COUNTY. I� III I 6�k 6s 1 63 s2
ENGINEER:—I—
I
Z _ I I = I 59 1 34 1
TKE ENGINEERING, INC. co
- -
4446 CENTRAL AVENUE Q 1 ' I 1 68 65 ¢ 164 61
RIVERSIDE, CA 92506 co
I X31 J — —J — —•� 60 33
PH. (951) 680-0440 !1 ~
I'
FAX (951) 680-0490
6" MIN. 6" MIN. - - - -
18" MAX. 18" MAX.EA .� 1
6" CRUSHED AGGREGATE
BASE SRESIDENTIAL STREETS)
12 CRUSHED AGGREGATE
BEDDING TABLE BASE (SIERRA AVE)
SIEVE SIZE
PERCENTAGE
PASSING SIEVES
1 1/2"
-
1 "
100
3/4"
90 - 100
1/2"
-
3/8"
20 - 55
NO.4
0-10
NO.8
0-5
ASTM D 448
TEST GRADING
B
BENCH MARK NO. 533
LOCATION:
R/R SPIKE IN POWER POLE #1672536E
NORTHEAST CORNER SANTA ANA AVENUE
AND CYPRESS AVENUE
ELEV. 1051.02'
SELECT NATIVE
MATERIAL
9OX COMPACTED
APPROVED
FILTER
FABRIC
Underground Service Alert
SECTION 4216/4217 OF THE GOVERNMENT
CODE REQUIRES A DIG ALERT IDENTIFICATION
NUMBER BE ISSUED BEFORE A PERMIT TO
EXCAVATE WILL BE VALID
FOR YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT
TOLL FREE 1-800-227-2600
TWO WORKING DAYS BEFORE YOU DIG
ncF " & 1n1-14
8" VCP
1 —
25
I
— — 1 14
26 I
AV, ENUE
I O� III 2 I 01 �a 11
r
I D
2 1111 I Z
14 I I III I W
I �Q
1 4 I I I 1 jl
—CRUSHED ROCK
PER GRADATION
SHOWN IN BEDDING
TABLE, HEREON.
N
W w
2: Z
d 13 d N
N a �ApFESS/0�
ADDED NEW SEVER LIME-
REV.
IFEREV. REVISION DESCRIPTION
9 G,
2
No.C28466 Z
a Exp.0"1-10 -0
cm\_
Op
,11401 IIJDER r , .jp ,
DATE ENGR. CITY( DATE
SANTA ANA AVENUE STA. 33+22f TO STA. 35+00.00 O3 CONSTRUCT 4" EXTRA STRENGTH SEWER LATERAL PER CITY OF FONTANA. . 71 EA
5. SHELLY COURT STA. 10+00.00 TO STA. 12+73.66 STANDARD DETAIL NO. 125, 125A, AND 125B WITH PLUG FOR TESTING
MANILA COURT STA. 10+00.00 TO STA. 12+68.91 AND CONSTRUCT ASPHALT CONCRETE PAVEMENT TRENCH REPAIR PER
6. BENNETT DRIVE STA. 11+14t TO STA. 20+92.59 BEDDING DETAIL, HEREON. FOR LATERALS TO BE CONNECTED TO EXISTING
SYSTEM, LATERAL SHALL BE CONSTRUCTED TO CONNECTION LOCATION. FOR
7. ASH DRIVE STA. 9+95.00 TO STA. 18+74.06 ALL OTHER LATERALS, LATERALS SHALL BE TERMINATED AT PROPERTY UNE.
8. SIERRA AVENUE STA. 9+95.00 TO STA. 21+00.00 LATERALS SHALL INCLUDE CLEANOUT CONSTRUCTION AT RIGHT-OF-WAY.
9. AUSO DRIVE STA. 9+95.00 TO STA. 18+17.55 O CONSTRUCT 6" EXTRA STRENGTH SEWER LATERAL PER CITY OF FONTANA. .4 EA
10. NUEVO COURT STA. 11+50.00 TO STA. 14+05.67 STANDARD DETAIL NO. 125, 125A, AND 125B WITH PLUG FOR TESTING.
AND CONSTRUCT ASPHALT CONCRETE PAVEMENT TRENCH REPAIR PER
BEDDING DETAIL, HEREON. FOR LATERALS TO BE CONNECTED TO EXISTING
SYSTEM, LATERAL SHALL BE CONSTRUCTED TO CONNECTION LOCATION. FOR
ALL OTHER LATERALS, LATERALS SHALL BE TERMINATED AT PROPERTY LINE.
LATERALS SHALL INCLUDE CLEANOUT CONSTRUCTION AT RIGHT-OF-WAY.
O REMOVE SEWER PLUG AND CONNECT TO EXISTING 8" VCP SEWER.. . 4 EA
O6 CONSTRUCT CONNECTION FROM LATERAL TO ONSITE DISPOSAL SYSTEM,. .62 EA
SEE PROJECT SPECIFIC NOTES.
O7 CONSTRUCT VCP SEWER PLUG.. . . . . . . . . . . . . . . . . 1 EA
mO8 REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND SUBGRADE AND. .9,900 SF
10 CO[LEDRILL EXIST SMH IUCONSTTZUCT SFWEK LAiEIZAL•••••I EA CONSTRUCT 0.17' ASPHALT CONCRETE BASE PAVEMENT AND 0.15' 150 TONS
IQ ou TRENCH REPAIR PER CITY DF FONTANA ,STD. PLAN W. 1069--40 LF ASPHALT CONCRETE OVERLAY OVER 0.50' CRUSHED AGGREGATE BASE. 200 CY
12 CONSTRUCT SREK CLFAMOUT MK GUY STD. NO. 2004 • • • • • • • • • I EA �g CONSTRUCT 6' WIDE (0.15' THICK) COLD MILL AND 0.15' THICK ASPHALT . . .1,825 TONS
CONCRETE OVERLAY.
7
_15--2007
TKE ENGINEERING, INC.
®R 4446 CENTRAL AVENUE
RIVERSIDE, CA 92506
Na69984 (951) 680-0440
lill C1V1� ��! T.. ..A AA _� .----..,.08 RING FAX (9u11)r'I�w0490
1 EXPIRES: 9-30-08
PROJECT
LOCATION
LEGEND
f SYMBOLS:
CITY OF FONTANA, CALIFORNIA
O
SHEET INDEX: CONSTRUCTION NOTES: QUANTITIES:
SEWER IMPROVEMENT PLANS
®
EXISTING WATER VALVE
�'
AS SHOWN
4" ASPHALT CONCRETE
MANNER, THE CITY ENGINEER MAYDAA;
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT.
- SHEET
EXISTING POWER POLE
PAVEMENT (RESIDENTIAL STREETS) "
6 ASPHALT CONCRETE 1. TITLE SHEET O1 CONSTRUCT 8" EXTRA STRENGTH V.C.P. SEWER AND CONSTRUCT ASPHALT. . 5,331 LF SCALE: 1 =150
MB 0
EXISTING MAILBOX
BY: l DATE:
.9 " ` ,
wm 0
EXISTING WATER METER
CITY ENGINEER R.C.E. No. 51152
EXISTING EDGE OF PAVEMENT
PAVEMENT (SIERRA AVE.) 2. GENERAL NOTES CONCRETE PAVEMENT TRENCH REPAIR PER BEDDING DETAIL, HEREON.
EXISTING TREE
O
EXISTING SHRUB
TOP 12"DE 3. TYPICAL SECTIONS 24 EA
20 CONSTRUCT MANHOLE PER CITY OF FONTANA STANDARD DETAIL NO. 112..
-0
EXISTING STREET LIGHT
OH
.
95% COMPACTED ACTED 4 NUEVO DRIVE STA 11+14f TO STA 16 39 04
—CRUSHED ROCK
PER GRADATION
SHOWN IN BEDDING
TABLE, HEREON.
N
W w
2: Z
d 13 d N
N a �ApFESS/0�
ADDED NEW SEVER LIME-
REV.
IFEREV. REVISION DESCRIPTION
9 G,
2
No.C28466 Z
a Exp.0"1-10 -0
cm\_
Op
,11401 IIJDER r , .jp ,
DATE ENGR. CITY( DATE
SANTA ANA AVENUE STA. 33+22f TO STA. 35+00.00 O3 CONSTRUCT 4" EXTRA STRENGTH SEWER LATERAL PER CITY OF FONTANA. . 71 EA
5. SHELLY COURT STA. 10+00.00 TO STA. 12+73.66 STANDARD DETAIL NO. 125, 125A, AND 125B WITH PLUG FOR TESTING
MANILA COURT STA. 10+00.00 TO STA. 12+68.91 AND CONSTRUCT ASPHALT CONCRETE PAVEMENT TRENCH REPAIR PER
6. BENNETT DRIVE STA. 11+14t TO STA. 20+92.59 BEDDING DETAIL, HEREON. FOR LATERALS TO BE CONNECTED TO EXISTING
SYSTEM, LATERAL SHALL BE CONSTRUCTED TO CONNECTION LOCATION. FOR
7. ASH DRIVE STA. 9+95.00 TO STA. 18+74.06 ALL OTHER LATERALS, LATERALS SHALL BE TERMINATED AT PROPERTY UNE.
8. SIERRA AVENUE STA. 9+95.00 TO STA. 21+00.00 LATERALS SHALL INCLUDE CLEANOUT CONSTRUCTION AT RIGHT-OF-WAY.
9. AUSO DRIVE STA. 9+95.00 TO STA. 18+17.55 O CONSTRUCT 6" EXTRA STRENGTH SEWER LATERAL PER CITY OF FONTANA. .4 EA
10. NUEVO COURT STA. 11+50.00 TO STA. 14+05.67 STANDARD DETAIL NO. 125, 125A, AND 125B WITH PLUG FOR TESTING.
AND CONSTRUCT ASPHALT CONCRETE PAVEMENT TRENCH REPAIR PER
BEDDING DETAIL, HEREON. FOR LATERALS TO BE CONNECTED TO EXISTING
SYSTEM, LATERAL SHALL BE CONSTRUCTED TO CONNECTION LOCATION. FOR
ALL OTHER LATERALS, LATERALS SHALL BE TERMINATED AT PROPERTY LINE.
LATERALS SHALL INCLUDE CLEANOUT CONSTRUCTION AT RIGHT-OF-WAY.
O REMOVE SEWER PLUG AND CONNECT TO EXISTING 8" VCP SEWER.. . 4 EA
O6 CONSTRUCT CONNECTION FROM LATERAL TO ONSITE DISPOSAL SYSTEM,. .62 EA
SEE PROJECT SPECIFIC NOTES.
O7 CONSTRUCT VCP SEWER PLUG.. . . . . . . . . . . . . . . . . 1 EA
mO8 REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND SUBGRADE AND. .9,900 SF
10 CO[LEDRILL EXIST SMH IUCONSTTZUCT SFWEK LAiEIZAL•••••I EA CONSTRUCT 0.17' ASPHALT CONCRETE BASE PAVEMENT AND 0.15' 150 TONS
IQ ou TRENCH REPAIR PER CITY DF FONTANA ,STD. PLAN W. 1069--40 LF ASPHALT CONCRETE OVERLAY OVER 0.50' CRUSHED AGGREGATE BASE. 200 CY
12 CONSTRUCT SREK CLFAMOUT MK GUY STD. NO. 2004 • • • • • • • • • I EA �g CONSTRUCT 6' WIDE (0.15' THICK) COLD MILL AND 0.15' THICK ASPHALT . . .1,825 TONS
CONCRETE OVERLAY.
7
_15--2007
TKE ENGINEERING, INC.
®R 4446 CENTRAL AVENUE
RIVERSIDE, CA 92506
Na69984 (951) 680-0440
lill C1V1� ��! T.. ..A AA _� .----..,.08 RING FAX (9u11)r'I�w0490
1 EXPIRES: 9-30-08
PROJECT
LOCATION
LEGEND
f SYMBOLS:
CITY OF FONTANA, CALIFORNIA
O
EXISTING FIRE HYDRANT
SEWER IMPROVEMENT PLANS
®
EXISTING WATER VALVE
�'
AS SHOWN
PP
MANNER, THE CITY ENGINEER MAYDAA;
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT.
- SHEET
EXISTING POWER POLE
° �
MB 0
EXISTING MAILBOX
BY: l DATE:
.9 " ` ,
wm 0
EXISTING WATER METER
CITY ENGINEER R.C.E. No. 51152
EXISTING EDGE OF PAVEMENT
EXISTING TREE
O
EXISTING SHRUB
-0
EXISTING STREET LIGHT
OH
EXISTING MANHOLE
®
EXISTING SURVEY CONTROL
R/W
EXISTING RIGHT-OF-WAY
PROPOSED SEWER
0
PROPOSED MANHOLE
---�
PROPOSED LATERAL
UO
UTILITY INTERFERENCE FLAG (APPROXIMATE
LOCATION OF INTERFERENCE WITH TYPE OF
U11UTY INDICATED BY: W -WATER; G -GAS;
T -TELEPHONE; SD -STORM
DRAIN; S -SEWER;
E -ELECTRIC; TV -CABLE TELEVISION; IR -IRRIGATION
U -UNKNOWN UTILITY).
CITY
OF FONTANA, UTILITY
NOTIFICATION LIST:
CITY OF FONTANA
SO. CALIF. EDISON
8353
SIERRA AVENUE
7951 REDWOOD AVENUE
FONTANA, CA 92335
FONTANA, CA 92336
(909)
350-6632
(909) 357-6185
UNDERGROUND SERVICE ALERT
SPRINT
(800)
227-2600
EMERGENCIES: (800) 521-0579
SO. CALIF. GAS COMPANY
ADELPHIA
1981 W. LUGONIA AVENUE
1205 DUPONT AVENUE
REDLANDS, CA 92374
ONTARIO, CA 91761
(909)
335-7547
(909) 390-4738
EMERGENCIES: (800) 427-2200
VERIZON
FONTANA WATER COMPANY
ATTN: STEVE HOCK
ATTN:
AL KROHN
1400 E. PHILLIPS BLVD.
8440
NUEVO AVENUE
ONTARIO, CA 91766
FONTANA, CA 92235
(909) 469-6336
(909)
822-2201
FAX (909) 823-5046
I I I VALLEY I L BLVD.
- �%iiiiiiii
/I
I
%i
SANTA ANA
11 1 11 pil
Am.. ■ to
N.T.S.
SHOULD CONSTRUC11ON OF THE
CITY OF FONTANA, CALIFORNIA
PRESLEY ESTATES
SEWER IMPROVEMENTS
REQUIRED NOT
COMMENCE WITHINRTWOMENTS YE S OF THE
DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT
SEWER IMPROVEMENT PLANS
WAVIN B:
CEI
PRESLEY ESTATES SEWER IMPROVEMENTS
�'
AS SHOWN
TITLE SHEET
MANNER, THE CITY ENGINEER MAYDAA;
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT.
- SHEET
° �
Nov. 2006
OE'm er1
TIM
BY: l DATE:
.9 " ` ,
m►vc ML.
4152
1
10
CITY ENGINEER R.C.E. No. 51152