957r_sw1 �'� 1 to]
I HEREBY DECLARE THAT THE DESIGN OF THE IMPROVEMENTS AS SHOWN
ON THESE PLANS COMPLIES WITH PROFESSIONAL ENGINEERING STANDARDS
AND PRACTICES. AS THE ENGINEER IN RESPONSIBLE CHARGE OF THE
DESIGN OF THESE IMPROVEMENTS, I ASSUME FULL RESPONSIBLE CHARGE
FOR SUCH DESIGN. I UNDERSTAND AND ACKNOWLEDGE THAT THE PLAN
CHECK OF THESE PLANS BY THE COUNTY OF RIVERSIDE IS A REVIEW
FOR THE LIMITED PURPOSE OF ENSURING THAT THE PLANS COMPLY WITH
COUNTY PROCEDURES, APPLICABLE POLICES AND ORDINANCES. THE PLAN
CHECK IN NOT A DETERMINATION OF THE TECHNICAL ADEQUACY OF THE
DESIGN OF THE IMPROVEMENTS. SUCH PLAN CHECK DOES NOT,THEREFORE,
RELIEVE ME OF MY RESPONSIBILITY FOR THE DESIGN OF THESE
IMPROVEMENTS. AS ENGINEER OF RECORD (E.O.R.), I AGREE TO
INDEMNIFY AND HOLD THE COUNTY OF RIVERSIDE, THE COMMUNITY
REDEVELOPMENT AGENCY OF THE COUNTY OF RIVERSIDE (RDA), THE
COMMUNITY REDEVELOPMENT DISTRICT (CSD), IS OFFICERS, AGENTS,
AND EMPLOYEES HARMLESS FROM ANY AND ALL LIABILITY OF CLAIMS,
DAMAGES OR INJURIES TO ANY PERSON OR PROPERTY WHICH MIGHT ARISE
FORM THE NEGLIGENT ACTS, ERRORS OR OMISSIONS OF THE ENGINEER OF
RECORD. I HAVE READ AND INFORMED THE PROJECTAPPLICANT /DEVELOPER
THAT APPROVAL OF THESE PLANS DO NOT RELIEVE THEM FROM THE
REQUIREMENTS OF THE CONDITIONS OF APPROVAL (ATTACHED HEREIN ON
IN OTHER APPROVED IMPROVEMENT PLANS).
BENCHMARK
MIND DESIGNATION SO 6 1
NAVD 88 ELEV 1401.44
1.1 MILES SOUTHWEST OF LAKE SKINNER DAM, FROM THE INTERSECTION
OF BOREL ROAD AND BOOTLEG ROAD, 118 FEET NORTH OF THE
CENTERLINE OF BOOTLEG ROAD, 21 FEET EAST OF THE CENTERLINE OF
BOREL RD, 8 FEET SOUTH OF A TELEPHONE RISER, A 3 -1/4 INCH
STANDARD MWDSC ALUMINUM DISK, SET FLUSH, IN TOP OF, AND
IN THE CENTER OF A 3 FEET WIDE CATCH BASIN, 1 FOOT EAST OF
THE CURB FACE.
WORK TO BE DONE
THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE
ACCORDING TO THESE PLANS, THE CURRENT COUNTY OF RIVERSIDE
STANDARDS AND SPECIFICATIONS, AND THE LATEST EDITION OF THE
STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( "GREEN
BOOK ") .
PRIVATE ENGINEER'S NOTE TO CONTRACTOR
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON
OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO
THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE
PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS
SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH
REGULATIONS OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF
CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION
SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE
IN ANY WAY FOR THE CONTRACTOR'S AND SUBCONTRACTOR'S COMPLIANCE
WITH SAID REGULATIONS AND ORDERS.
CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND
COMPLETE RESPONSIBILITY FOR JOB -SITE CONDITIONS DURING THE
COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF
ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND
THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE
OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL LIABILITY,
REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK
ON THIS PROJECT, EXCEPTION FOR LIABILITY RISING FROM THE SOLE
NEGLIGENCE OF THE OWNER OR ENGINEER.
THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND
UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY
A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER ASSUMES
NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR
UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY
AND IRRIGATION COMPANIES PRIOR TO WORK OR EXCAVATION TO
DETERMINE THE EXACT LOCATIONS OF ALL LINES AFFECTING THIS
WORK, WHETHER OR NOT SHOWN HERE ON, AND FOR ANY DAMAGE OR
® PROTECTION TO THESE LINES.
G:\ 16695 \Civil\Phase- 1 \16695ut191.dgn
WORK CONTAINED WITHIN THESE PLANS SHALL
NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND /OR GRADING PERMIT HAS BEEN ISSUED.
09
7
T. 7 S., R. 2 W
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY OF
DESIGN AND ACCEPTABILITY OF THE WORK HEREON.
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR
APPROVAL BY THE COUNTY.
EMWD SEWER N
1. SEWER CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH EMWD'S
STANDARDS AND SPECIFICATIONS.
2. GRAVITY SEWER PROFILE ELEVATIONS ARE TO FLOW LINE (CONDUIT INVERT).
3. CONTRACTOR IS TO INSTALL VCP SEWER, EXCEPT WHERE SPECIFICALLY
DESIGNATED ON PLANS, PER EMWD STANDARDS AND SPECIFICATIONS.
4. MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH STANDARD DRAWINGS
SB -53, SB -58 AND SB -61, AS APPLICABLE. SEWER MAINS MAY BE LAID THROUGH
THE MANHOLES AND USED AS A FORM FOR THE INVERT.
5. PRIOR TO CONSTRUCTION OF SEWER, CONTRACTOR SHALL EXPOSE EXISTING SEWER
AND VERIFY ITS EXISTING ELEVATION AND LOCATION. WHERE CONNECTING TO
EXISTING MANHOLES AND AN INLET STUB OF PROPER SIZE EXISTS, NO ALTERATIONS
SHALL BE MADE TO EXISTING MANHOLE BASE OR STUB EXCEPT AS SPECIFICALLY
AUTHORIZED BY EMWD.
6. ALL SEWER INLETS AT THE MANHOLE SHALL BE SUCH THAT ITS CROWN SHALL BE
LEVEL WITH THE CROWN OF THE OUTLET PIPE, AT THEIR PROJECTIONS TO THE.
MANHOLE CENTERLINE.
7. THE CONTRACTOR IS ADVISED THAT THE WORK ON THIS PROJECT MAY INVOLVE
WORKING IN A CONFINED AIR SPACE. CONTRACTOR SHALL BE RESPONSIBLE
FOR "CONFINED AIR SPACE" ARTICLE 108, TITLE 8, CALIFORNIA ADMINISTRATIVE
CODE.
8. WHERE GROUND WATER IS ENCOUNTERED, ALL VCP PIPE SHALL BE TREATED FOR
ABSORPTION RESISTANCE, PER EMWD'S SPECIFICATIONS.
9. ALL PIPE ZONE BEDDING & TRENCH BACKFILL SHALL BE TO STD DING SB -1571
SB -158, AND SB- 159.
10. RECONSTRUCTION OF EXISTING MANHOLE SHALL BE SCHEDULED AT THE
CONVENIENCE OF EMWD AND SHALL BE COMPLETED WITHIN FIVE WORKING DAYS
FOLLOWING ITS COMMENCEMENT.
11. WHERE EXISTING GRADE GOES CUT TO FILL, USE SHORT JOINTS, 2.5' MAX,
10' EACH SIDE FOR VCP PIPE. USE FLEX COUPLINGS FOR PLASTIC PIPE. NOTE
TO BE LABELED ON PROFILE IF APPLICABLE.
SEWER IMPLEMENTING FACILITIES
1. PROPOSED POURROY LIFT STATION UPGRADE TO 1500GPM TRACT
31871 C.D. 68428
ci OSALES AVE.
2
=TA HOT SPRINGS 3 PROMONTORY PKWY PACIFIC
(EXISTING) POURROY RD PARK DR.
COMMERCE
CT.
TOWN VIEW MURRIETA HOT SPRINGS
DR. ® ROAD
VICINITY MAP
N.T.S.
TIME LIMITATION
PROP.
. `
• Y • y
8
P RO P.
P FR L
SEWER SYSTEM Q UANTITIES SEWER SYSTEM CERTIFICATIO
ITEM
QTY'S UNIT
gi
794
V)
w
®
¢
LF
8" VCP SEWER LINE _ ................... ............................ .... ____ ........... _.................
®
cn
EXTRA DEEP MANHOLE (SB -53) (60" WHERE INDICATED) ............
in
EA
24" STEEL CASING (SB -49) ........................ ............................... _...._................
517
LF
TEMP. END PLUG .................. .......................................... ...............................
0
z
EA
w
250
I-
SEWER LEGEND
m
�
37
N
z
SEWER MAIN (SIZES NOTED) ..............._.............................. ...............................
r
z
C)
N
Z
�
o
U
EXISTING OR PROPOSED SEWER MAIN AND LATERALS
H
Lu
� I -I-
V)
®�
®I
co
Ld
a
CAUTIO o
SA -47 MANHOLE PROTECTION ........................................................ I.................
PROP.
EXACT LOCATION OF EXISTING
z
PROP. PROP.
w
UNDERGROUND FACILITIES IS
R/W s R/W
z
UNKNOWN,CONTRACTOR TO
(
W
�
VERIFY IN FIELD.
1—
CD
CD
z
o
in
�
U
w
o
O
Lli
w
J
a-¢
Wbeftmysuft
a �
G:\ 16695 \Civil\Phase- 1 \16695ut191.dgn
WORK CONTAINED WITHIN THESE PLANS SHALL
NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND /OR GRADING PERMIT HAS BEEN ISSUED.
09
7
T. 7 S., R. 2 W
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY OF
DESIGN AND ACCEPTABILITY OF THE WORK HEREON.
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR
APPROVAL BY THE COUNTY.
EMWD SEWER N
1. SEWER CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH EMWD'S
STANDARDS AND SPECIFICATIONS.
2. GRAVITY SEWER PROFILE ELEVATIONS ARE TO FLOW LINE (CONDUIT INVERT).
3. CONTRACTOR IS TO INSTALL VCP SEWER, EXCEPT WHERE SPECIFICALLY
DESIGNATED ON PLANS, PER EMWD STANDARDS AND SPECIFICATIONS.
4. MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH STANDARD DRAWINGS
SB -53, SB -58 AND SB -61, AS APPLICABLE. SEWER MAINS MAY BE LAID THROUGH
THE MANHOLES AND USED AS A FORM FOR THE INVERT.
5. PRIOR TO CONSTRUCTION OF SEWER, CONTRACTOR SHALL EXPOSE EXISTING SEWER
AND VERIFY ITS EXISTING ELEVATION AND LOCATION. WHERE CONNECTING TO
EXISTING MANHOLES AND AN INLET STUB OF PROPER SIZE EXISTS, NO ALTERATIONS
SHALL BE MADE TO EXISTING MANHOLE BASE OR STUB EXCEPT AS SPECIFICALLY
AUTHORIZED BY EMWD.
6. ALL SEWER INLETS AT THE MANHOLE SHALL BE SUCH THAT ITS CROWN SHALL BE
LEVEL WITH THE CROWN OF THE OUTLET PIPE, AT THEIR PROJECTIONS TO THE.
MANHOLE CENTERLINE.
7. THE CONTRACTOR IS ADVISED THAT THE WORK ON THIS PROJECT MAY INVOLVE
WORKING IN A CONFINED AIR SPACE. CONTRACTOR SHALL BE RESPONSIBLE
FOR "CONFINED AIR SPACE" ARTICLE 108, TITLE 8, CALIFORNIA ADMINISTRATIVE
CODE.
8. WHERE GROUND WATER IS ENCOUNTERED, ALL VCP PIPE SHALL BE TREATED FOR
ABSORPTION RESISTANCE, PER EMWD'S SPECIFICATIONS.
9. ALL PIPE ZONE BEDDING & TRENCH BACKFILL SHALL BE TO STD DING SB -1571
SB -158, AND SB- 159.
10. RECONSTRUCTION OF EXISTING MANHOLE SHALL BE SCHEDULED AT THE
CONVENIENCE OF EMWD AND SHALL BE COMPLETED WITHIN FIVE WORKING DAYS
FOLLOWING ITS COMMENCEMENT.
11. WHERE EXISTING GRADE GOES CUT TO FILL, USE SHORT JOINTS, 2.5' MAX,
10' EACH SIDE FOR VCP PIPE. USE FLEX COUPLINGS FOR PLASTIC PIPE. NOTE
TO BE LABELED ON PROFILE IF APPLICABLE.
SEWER IMPLEMENTING FACILITIES
1. PROPOSED POURROY LIFT STATION UPGRADE TO 1500GPM TRACT
31871 C.D. 68428
ci OSALES AVE.
2
=TA HOT SPRINGS 3 PROMONTORY PKWY PACIFIC
(EXISTING) POURROY RD PARK DR.
COMMERCE
CT.
TOWN VIEW MURRIETA HOT SPRINGS
DR. ® ROAD
VICINITY MAP
N.T.S.
TIME LIMITATION
PROP.
. `
• Y • y
8
P RO P.
P FR L
SEWER SYSTEM Q UANTITIES SEWER SYSTEM CERTIFICATIO
ITEM
QTY'S UNIT
15 11 VCP SEWER LINE... ....... ............ - .......................... ------ .................
794
LF
15 "PVC SEWER LINE .... ........... ..... - .................. .........................__....
397
LF
8" VCP SEWER LINE _ ................... ............................ .... ____ ........... _.................
529
LF
EXTRA DEEP MANHOLE (SB -53) (60" WHERE INDICATED) ............
8
EA
24" STEEL CASING (SB -49) ........................ ............................... _...._................
517
LF
TEMP. END PLUG .................. .......................................... ...............................
3
EA
CONCRETE ENCASEMENT.. ...... .. ........ . --- - -- - .......................... ....-
250
LF
SEWER LEGEND
78 79
37
MANHOLE.................. ..........................._... ................................ ........................_......
SEWER MAIN (SIZES NOTED) ..............._.............................. ...............................
60" MH
EXISTING OR PROPOSED MANHOLE (BY OTHERS ) ......... .............
TT
EXISTING OR PROPOSED SEWER MAIN AND LATERALS
(BY OTHERS) ......................................................................................... ...............................
� I -I-
END OF SEWER LINE ( PLUGGED). ........... _ ................. .... __ ........................ .......
BORE /RECEIVING PIT ................... . .............................. ...............................
SA -47 MANHOLE PROTECTION ........................................................ I.................
PROP.
R/W
PROP. PROP.
R/W s R/W
PO ,l
TRACT 36376
256 257
i. 00 \
.END PLUG
l__.__._ 258
I CERTIFY THAT THE DESIGN OF THE OFFSITE SEWER SYSTEM IS IN ACCORDANCE
WITH THE EASTERN MUNICIPAL WATER DISTRICT'S SEWER SYSTEM MASTER PLAN
AND THE DISTRICT HAS PROGRAMMED ADEQUATE CAPACITY TO TREAT THE WASTES
FROM THE PROPOSED TRACT.
EASTERN MUNICIPAL WATER DISTRICT j
BY: _ - 11 1:7-
CIVIL ENGINEER OF S15BDIVISIONS DATE
NOTIFICATIONS
AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION, CONTRACTOR SHALL NOTIFY:
EASTERN MUNICIPAL WATER DISTRICT
FIELD ENGINEERING DEPARTMENT., ............ . .. ... ....... ............. - ..::...(951) 928 -3777 EXT. 4830
R I VERS'I DE COUNTY TRANSPORTATION DEPARTMENT.._ ......... ............................... ( 951 ) 955 -6885
UNDERGROUND SERVICE ALERT ( USA ) ............................_.. .............................1- 800 - 227 - 2600 OR 811
i
TYPICAL STREET CROSS SECTION
FUTURE STREET "F "OF TRACT 36376
I 96 87
45 MH
I I 97 86
44
98 85
43
NOTE:SEWER IS ALIGNED ALONG CENTERLINE
OF STREET "E" PER EMWD REQUEST.
56'
AND
TUCALOTA CREEK
346 65'V.C.P. SEWER
OCKET 60'EMWD
P - s _EASEMENT s 6- MH-.
-
1_
ill MH
_SEE SHEET 2
80
PROP.
R /
I .
-
VARIES 6.9'LEFT OF CL
TO 0.8'RIGHT OF CL
TYPICAL STREET CROSS SECTION
FUTURE STREET ''E "OF TRACT 36376
I" SEWER
57 6'PUBLIC ROAD
NA �TILIT ESM'T
MH 7
I SHEET 3 f
58 t .
59 8' PUBLIC ROAD
PROP.8 "WATER �M AND UTILITY ESM'T
PER TR 36376
u I
60 � 8 "SEWER
w
i N
REMOVE EXIST .I
,PLUG AND JOIN
j j EXISTING
63 /J POURROY ROAD
LIFT T T
MH 2
36 0 „ MH - ./ SEE SNEEj
G� fl
116 � 0 - 68 67 66 65 64
0' PUBLI RDA
74 71 70 69 AND - UTILITY ESM'T
'. MH 1 PER 9 ;' 60" MH x 05 MH„ 3 l I PROP. 8" SEW R r u UR r EXIST. 15 "SEWER
EMWD 35 60 MH 1 PER D -25602
THE TIME LIMIT ON DRAWINGS APPROVAL SHALL BE SIX(6) MONTHS
FROM THE DATE ON THE CERTIFICATION. IF CONSTRUCTION HAS NOT
COMMENCED WITHIN STATED TIME, EMWD REQUIRES DRAWINGS
TO BE REVIEWED BY THE DEVELOPER /DESIGN ENGINEER FOR
POSSIBLE CHANGES IN MASTER PLANNED SIZING AND CHANGES IN
SPECIFICATIONS AND STANDARDS.
:NGINEER�
DESIGNED BY:
TMG
REVISIONS
DRAWN BY: TMG
259 ASENENT 15'SEWER PER TRACT 36376 (RAO .30376
r x ? ITH 24 STEEL 56' PUBLIC ROAD 73
29& CASING -
AND UTILITY ESM T I 10 ?
TRACT 36376-1 260 Ii = #ja 1; 33 I 72
PROP_ R "SFWFR
PROP. 10"
PER D-
APPR. DATE ��
EMWD '3)' clCVAlLFa�� \P RICHARD C.O'NEILL� 63285
CHECKED BY: RCO DATE: t1 /SIEi REGISTRATION EXPIRES 6 -30 -14
SA ION
NAP
- -EXIST. 60 "MH 1
PER D -25602
EXIST. 8 "SEWW. FM
PER D -25602
EXIST. 6" SEW. FM
PER D -25602
100
/ rRAC r 30384
SCALE: 1'= 100'
D 100 200
99
BENCH MARK
SEE ABOVE
4
8
42
1 • D. U25
41
100 83
8 " SEWER
__ "SEWER
TRACT 36376
101 PER TR 36376
+
40 102 82
39
PROP. 8 "WATER 81
SCALE: H : 1'100
V. N/A
D- 4
A .4
PLOT DATE: 05-DEC -2012 JN 1605
ROAD
TY ESM'T
78 79
37
PROP. B "WATER
60" MH
80
PROP.
R /
I .
-
VARIES 6.9'LEFT OF CL
TO 0.8'RIGHT OF CL
TYPICAL STREET CROSS SECTION
FUTURE STREET ''E "OF TRACT 36376
I" SEWER
57 6'PUBLIC ROAD
NA �TILIT ESM'T
MH 7
I SHEET 3 f
58 t .
59 8' PUBLIC ROAD
PROP.8 "WATER �M AND UTILITY ESM'T
PER TR 36376
u I
60 � 8 "SEWER
w
i N
REMOVE EXIST .I
,PLUG AND JOIN
j j EXISTING
63 /J POURROY ROAD
LIFT T T
MH 2
36 0 „ MH - ./ SEE SNEEj
G� fl
116 � 0 - 68 67 66 65 64
0' PUBLI RDA
74 71 70 69 AND - UTILITY ESM'T
'. MH 1 PER 9 ;' 60" MH x 05 MH„ 3 l I PROP. 8" SEW R r u UR r EXIST. 15 "SEWER
EMWD 35 60 MH 1 PER D -25602
THE TIME LIMIT ON DRAWINGS APPROVAL SHALL BE SIX(6) MONTHS
FROM THE DATE ON THE CERTIFICATION. IF CONSTRUCTION HAS NOT
COMMENCED WITHIN STATED TIME, EMWD REQUIRES DRAWINGS
TO BE REVIEWED BY THE DEVELOPER /DESIGN ENGINEER FOR
POSSIBLE CHANGES IN MASTER PLANNED SIZING AND CHANGES IN
SPECIFICATIONS AND STANDARDS.
:NGINEER�
DESIGNED BY:
TMG
REVISIONS
DRAWN BY: TMG
259 ASENENT 15'SEWER PER TRACT 36376 (RAO .30376
r x ? ITH 24 STEEL 56' PUBLIC ROAD 73
29& CASING -
AND UTILITY ESM T I 10 ?
TRACT 36376-1 260 Ii = #ja 1; 33 I 72
PROP_ R "SFWFR
PROP. 10"
PER D-
APPR. DATE ��
EMWD '3)' clCVAlLFa�� \P RICHARD C.O'NEILL� 63285
CHECKED BY: RCO DATE: t1 /SIEi REGISTRATION EXPIRES 6 -30 -14
SA ION
NAP
- -EXIST. 60 "MH 1
PER D -25602
EXIST. 8 "SEWW. FM
PER D -25602
EXIST. 6" SEW. FM
PER D -25602
100
/ rRAC r 30384
SCALE: 1'= 100'
D 100 200
BENCH MARK
SEE ABOVE
COUNTY OF RIVERSIDE
TR 36376-1 SCHEDULE 'A" I.P. No. 120019
1 • D. U25
w
ry
S. A. 34
RANCHO BELLA VISTA
OFFSITE SEWER
IMPROVEMENT PLANS
TITLE AND INDEX SHEET
W. o. 13 -117
C
cooRD14C- 52/56
SHT.
OF 7
S 7-
SCALE: H : 1'100
V. N/A
D- 4
A .4
PLOT DATE: 05-DEC -2012 JN 1605
PER TRACT 36376
5" V.C.P. SEWER
75
76 77
PER TRACT 36376 MH
1
T -
_. ....... .
NO.
DELTA oR BRG.
—
�
z�i
`)
®Q
PROP.
F_
`
15" SEWER
o
—
D -
�
1
1
a �R
11
344.81'
a °13 e ° °14e °
w
15 16
co
17 18
19
20 21 ( 5 _ -0.0C
CHECKED BY: RCO
F _
a'z
BOTTOM OF
° mss, °
a .
Nz
>
> >
oz oz
N
r
z
W
E ,
I--
®
J
a
ENCASEMENT
° ° ° ° . ° °
BOTTOM OF
o
24
o o
�
�L)
rn
�
65 °34'44"
ENCASEMENT
�U
W
rU ��
oU
17.86'
6
5.00 LF
89,53
LF 15 "VCP SEWER
396.96 LF 15 "PVC SEWER
138.00 LF 15 "VCP SEWER
17 6 LF
201.93 LF 15 "VCP SEWER
N
340.93 LF 15 "VCP SEWER
5 VCP 'SEWE
BEDDING
PER S8- 157,158,1
WITH 24 "STEEL CASING PER SB -49.
BEDDING PER SB- 157,158,159
15 VC E ER
BEDDING PER SB- 157,158,159
BEDDING PER SB- 157,158,159
BEDDING PER
1 /4 "THICK MIN.
BEDDING PER
SB- 157,158,159
SB 157,158,159
PROP. MH NO. 8
PER D-
_j—
PROP. 8" WATER
\VPER D-
ST „ /
0
W
NO.
DELTA oR BRG.
z
�
z�i
`)
®Q
PROP.
F_
`
15" SEWER
o
500.00'
D -
�
54.10'
1
a �R
18 °23
344.81'
0
< PROP. i
w
1 ` -- /15 1 ' SEWER
co
a�
>�PER D -I
z
CHECKED BY: RCO
F _
z
z
D
89.53'
Co
3
0
v
24 °25'16"
Q
W
E ,
I--
396.96'
J
a
CD
W
J
m
4
EMWD
EASEMENT
SEWER U +� 1.53
.o
0
1\� 5 c MH 5 W/ A -47 W 1 I H 24 STEEL CASIN 14 +86,49
60 "MH WITH STOP LOG ASSEMBLY . CL MH 44 W
SEE DETAIL ON SHEET 4 PER SB -49 BY 6o` °MH WITH STOP LOG ASSEMBLY
BEGIN 24 "STEEL CASING. OP TRENCH METHOD SEE DETAIL ON SHEET 4
ppCpARK -- — — __ _ _ END 24 "STEEL CASIN
{
W,/ SA -47
259
TER
D-
d CAUTION
EXACT LOCATION OF EXISTING
w w UNDERGROUND FACILITIES IS
CD z UNKNOWN ®CONTRACTOR TO
w m IVERIFY IN FIELD.
o
z
ID
� U
W O
0
z
NO.
DELTA oR BRG.
o F-
LENGTH
TANGENT
<t
N 24 °25'16" W
NO.
c
DELTA OR BRG.
®
12 °21
500.00'
107.78'
54.10'
O
N 36 °46 W
18 °23
344.81'
PREPARED UNDER THE DIRECTION OF:
RICHARD C.O'NEILL 63285
fzl I x
DATE: REGISTRATION EXPIRES 6 -30 -14
CAbdmymft
DATE
a�
< *>
CIA,') I CIRIV IVIUI41WI - HL YVA 1 Crl U13 1 INll, 1
CIVIL ENGINEER OF SUBDIVISIONS DATE
K&
60' SEWER ESM'T
PER INST. #
DATED:
16 +42,35
CL 60" MH
W/ SA -47
115
CL 60 "N
W /SA -47
E2
f ■5
FU
TRACT 36376 60' PUBLIC ROAD
AND UTILITY ESM'T
PER INST. u
DATED:
75 1 76 I 18 +44.28 78
CL 60 MH 1
1655.06 STREET "E" W/ SA-47
15" SEW X -ING 8 "WAT PROP. 8 WAT
BOT 8 "WAT= 1323.2 PER TRACT 36376
TOP 15 SEW = 1303.4 lip
74
15" VCP SEI
VARIES W/
.� 18
71
72 +76.17 POURROY ROAD
CL EX. 60 "MH 1 PER D -25602
STREET "D11 21 +85.21
PER TRACT 36376 REMOVE EXIS
, u`v 1 � PLUG & JOIN
11 , "_V*'7_
68
69 ROP. 8" SE
70 PER TRACT 36376
RN
_
I .
W ■.V., . ✓L ■9 LI
VARIES E/ CL
65 L'f" J I ttL UX
APPROX. BORE
PIT LIMITS
64
21 +64.37 STREET
15" SEW X -ING 8"
TOP SEW= 1302.1
BOT WAT = 1328.7
D -25602
10.00 LF
EXIST.
15" SEWER
POURROY ROAD
SEE SHEET 4
1 I� EXIST.
n r EW P
EXISTING
� = SEINER LIFT
STATION 1
` \ N
.ING °-
EXIST.8 "PVC SEW
ORCE MAIN
PER D -25602 �\\
E „ EXIST. 6 "PVC SEW
AAT FORCE MAIN
PER D -251
EXIST. 15" SEW PER
D -25602 t
24" SD 1 AAPPROXX.RECEIVING
STREET "E l! PIT LIMITS
CENTERLINE DATA
NO.
DELTA oR BRG.
RADIUS
LENGTH
TANGENT
O
N 24 °25'16" W
NO.
94.41'
DELTA OR BRG.
®
12 °21
500.00'
107.78'
54.10'
O
N 36 °46 W
18 °23
344.81'
NOTE:
STATIONING IS BASED ON LENGTH OF SEWER PIPE.
SCALE: `I°= 40 NOTE:
SEWER IS ALIGNED ALONG CL OF STREET 'E"
40 0 40 80 PER EMWD REQUEST.
WORK CONTAINED WITHIN THESE PLANS SHALL
NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND /OR GRADING PERMIT HAS BEEN ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY OF
DESIGN AND ACCEPTABILITY OF THE WORK HEREON.
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY MARK DESCRIPTION
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ENGINEER1 REVISIONS
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR
APPROVAL BY THE COUNTY. DESIGNED BY: TMG DRAWN BY: TMG
COUNTY OF RIVERSIDE I - D. U25
TR 36376 -1 SCHEDULE 'A" I.P. No, 120019 S. A. 34
w. o. 13 -117
DAKIPLIO DC1 1 A vrCTA C. 0.
E
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PLOT DATE: 05- DEC -2012 JN 16695
SEAL - ENGINEER
V?QF
`' ESS /t,�y.
Q CAE]( �'
No. 63285
Exp. 6 -30 -14
4
J. C1V1� �@
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CAUe
1770IOWAAVENUE -SUITE 100
RIVERSIDE, CA 92507
%1.782.0707
- (FAX)951.782.0723
ENGINEERING COMPANY rickengineeri ngx..
1111111 1 1 01111 Riverside S■n Die - ors, g e- San Luis s� - Phoenix -T�
BENCH MARKt
SEE SHEET 1
SEWER
DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
TANGENT
1
N
18 °23
PREPARED UNDER THE DIRECTION OF:
RICHARD C.O'NEILL 63285
fzl I x
DATE: REGISTRATION EXPIRES 6 -30 -14
R.
DATE
I ! EMWD
< *>
SCALE: H. 1' _40'
V:
CHECKED BY: RCO
COUNTY OF RIVERSIDE I - D. U25
TR 36376 -1 SCHEDULE 'A" I.P. No, 120019 S. A. 34
w. o. 13 -117
DAKIPLIO DC1 1 A vrCTA C. 0.
E
v
m
PLOT DATE: 05- DEC -2012 JN 16695
SEWER
DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
TANGENT
1
N
18 °23
IN
5.00'
< *>
N
24 °25'16"
w
89.53'
3
N
24 °25'16"
W
396.96'
4
N
24
138.00'
5
1
N
65 °34'44"
W
17.86'
6
9 0 38 1 30"
1200.00'
201.93'
101.21'
7
N
37 °56
W
340.93'
COUNTY OF RIVERSIDE I - D. U25
TR 36376 -1 SCHEDULE 'A" I.P. No, 120019 S. A. 34
w. o. 13 -117
DAKIPLIO DC1 1 A vrCTA C. 0.
E
v
m
PLOT DATE: 05- DEC -2012 JN 16695
M
11
ig
CAUTION
EXACT LOCATION OF EXISTING
UNDERGROUND FACILITIES IS
UNKNOWN.CONTRACTOR TO
VERIFY IN FIELD.
CIVIL
APPROVALS
NOTE:
WORK CONTAINED WITHIN THESE PLANS SHALL
NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND /OR GRADING PERMIT HAS BEEN ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY OF
DESIGN AND ACCEPTABILITY OF THE WORK HEREON.
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY MARK
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ENGINEER
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR
APPROVAL BY THE COUNTY. DESIGNED BY-
72
CENTERLINE DATA
POURROY ROAD
DELTA OR BRG.
STREET "D°
LENGTH
TANGENT
SEE RIGHT
PER
TRACT 36376
188.69'
�
I
25 °47'36"
800.00'
360.14'
183.18'
1
PROP. 8°' WAT
800.00'
28.01'
14.00'
4
22 0 59'26"
794.00'
58 PER TRACT 36376
161.4 7' '
85
PROP. 8' °SEWER
1
PROP. 8" WAT
PER TRACT 36376
PER TRACT 36376
PROP.8 "WAT
I
PER TR 36376
11 +88.69 STREET
_
13 +96.94 STREET 'O" 86
10 +24.98 STREET 'f "—
13 +94.83 STREET ''D"
8 "SEW X —ING 8 "WAT
Z{
—
—I
INSTALL TEMP. END PLUG
TOP SEW= 1316.5
V.= 1351.85 S= 0.0040
BOT WAT= 1339.1
—
1
CO
2
11 +94.69 STREET "F "-
10 +00.00 STREET lf —
r
6
3
14 +02.79 STREET D"
75 +91.13 POURROY ROAD
CL MH 10 W/ SA -47
9 +94,00 STREET 'f "—
87
75 +97.18 POURROY ROAD
--
®®
14 +07.74 STREET `1)"
CL MH 9 W/ SA -47
8 0 ° VCP SEWER
INSTALL TEMP. END PLUG
f
57
6 , E/ CL
INV.= 1316.47, S= 0.1200
----
56' PUBLIC ROAD
AND UTILITY ESM'T
PROP.8 11SEWER
I
PER INST. #
PER TRACT 36376 88
DATED:
11 +77.56 STREET 'f"
I
PROP.8 "WATER
I
8" SEW X —ING 8" WATER
TRACT 36376
56 SEW= 13
BOT FUTURE WAT = 1342.2
I a
S TREETH P
SEWER APPROVED BY-
EASTERN
NIUNICIPIAL WATER DISTRICT
CAUTION
EXACT LOCATION OF EXISTING
UNDERGROUND FACILITIES IS
UNKNOWN.CONTRACTOR TO
VERIFY IN FIELD.
CIVIL
APPROVALS
NOTE:
WORK CONTAINED WITHIN THESE PLANS SHALL
NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND /OR GRADING PERMIT HAS BEEN ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY OF
DESIGN AND ACCEPTABILITY OF THE WORK HEREON.
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY MARK
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ENGINEER
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR
APPROVAL BY THE COUNTY. DESIGNED BY-
72
CENTERLINE DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
TANGENT
O
N 13 0 42'04" W
188.69'
®
25 °47'36"
800.00'
360.14'
183.18'
®
2 °00'21"
800.00'
28.01'
14.00'
SEINER DATA
NO.
DELTA OR BRG.
RADIUS
LENGTH
TANGENT
1
N 13 0 42 1 04" W
200.59'
2
0 °22'01"
781.00'
5.00'
2.50'
3
N 80 0 35 1 54" E
5.00
4
22 0 59'26"
794.00'
318.60`
161.4 7' '
Lo
X
w
ti
EXIST.6 "PVC SEW
FORCE MAIN PER
D -25602
EXIST 12 "WATER
M
PER D -25602
EXIST. 15 "VCP SEW 72
PER D -25602
m
222.15 LF
a!
P
62 61
PROP. 8" WAT —
PER MS 4273
fs —
7
EXIST. 15 "VCP SEWER
PER D -25602
DESCRIPTION
REVISIONS
DRAWN BY. TMG
72 +76.17 POURROY ROAD=-,-- -
21 +95.38 OFFSITE SEWER
CL EX. 60" MH 1 PER D-25602
RE
88' PUBLIC ROAD i Dry 1. u r'
AND UTILITY ESM'T 10 +00.00 `
PER INST.#
DATED:
wA®.®w r% A®/ AA ® wa
59 58
PROP. 8" WAT
PER TRACT 36376
57
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15" VCP
"MANHOLE
ALHAMBRA FOUNDRY STAINLES'
STEEL STOP LOG GROOVES TY
WITH 2 "MIN. DEPTH GROOVE
OR APPROVED EQUAL. USE ON
SIDES AND BOTTOMS OF ALL
STOP LOG GROOVES.
15" VCP
IE PER PLAN
TRIM STOP LOG GROOVE WHERE
IT EXTENDS ABOVE THE FINISHED
SURFACE OF THE MANHOLE BOTTOM
ALHAMBRA FOUNDRY STAINLESS
STEEL STOP LOG GROOVES TYPE 2
WITH 2" MIN. DEPTH GROOVE
OR APPROVED EQUAL. USE ON
SIDES AND BOTTOMS OF ALL
STOP LOG GROOVES.
s,
`
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a .
` o -CIE PER PLAN
Sf1e/I I'
kMBRA FOUNDRY STAINLESS
=L STOP LOG GROOVES TYPE 2
WITH 2 "MIN. DEPTH GROOVE
OR APPROVED EQUAL. USE ON
SIDES AND BOTTOMS OF ALL
STOP LOG GROOVES.
ALHAMBRA FOUNDRY STAINLESS
T STEEL STOP LOG GROOVES TYPE 2
o WITH 2 "MIN. DEPTH GROOVE
OR APPROVED EQUAL. USE ON
SIDES AND BOTTOMS OF ALL
STOP LOG GROOVES.
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WORK CONTAINED WITHIN THESE PLANS SHALL
NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND /OR GRADING PERMIT HAS BEEN ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY OF
DESIGN AND ACCEPTABILITY OF THE WORK HEREON.
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR
APPROVAL BY THE COUNTY.
TMG
DESCRIPTION
REVISIONS
DRAWN BY: TMG
SEAL - ENGINEER
APPR.1 DATE
EMWD
CHECKED BY: RCO
00
`y PO CAR(
No. 63285
Exp. 6-30-14
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1770 AVENUE - SUITE 100
RIVERSIDE. CA 92607
951.782.0707
(FAX)951.M.0723 ENGINEERING COMPANY ricken gin ee ring.com
kiversie San Oieeo- Orange -San Lois Obapo-9akersidd Sacrm_ - Nen6c -To
'REPARED UNDER THE DIRECTION OF:
RICHARD C.0'NEIL 63285
DATE: L2/shL__ REGISTRATION EXPIRES 6 -30 -14
BENCH MARK-
SEE SHEET 1
H. N/A
V: N/A
COUNTY OF RIVERSIDE
TR 36376 -1 SCHEDULE 'A" I.F
OF
EREN
PLOT DATE. 05- DEC -2012 JN 16695
1 • D. U25
19
S. A.
34
W. 0.
13 -117
C. 0.
OF
EREN
PLOT DATE. 05- DEC -2012 JN 16695
REINFORCING STEEL
99=10PI
3. LAP REINFORCING STEEL AT SPLICES TO THE FOLLOWING MINIMUM
LENGTHS, UNLESS NOTED OTHERWISE (APPLICABLE TO 3,000 PSI, NORMAL
WEIGHT CONCRETE ONLY):
BAR TOP OTHER BAR TOP OTHER
FOUNDATION
SIZE BARS BARS SIZE BARS BARS
# 2' -4" V -10" # 7' -9" 6' -0"
1. FOUNDATION DESIGN IS BASER ON GEOTECHNICAL REPORT FOR
#4 V -2" 2' -5" #9 8' -9" 6' -9"
LENNAR HOMES - INLAND DIVISION
#5 3' -11" 3' -0"
#6 4' -8" S -7"
TRACT 36376 -1
#7 6' -10" 5' -3"
REPORT DATED NOV. 6, 2012
GEO SOILS, INC.
"TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12 INCHES OF
980 ITO DRIVE, SUITE 302
CONCRETE CAST BELOW BARS. "OTHER BARS" ARE HORIZONTAL BARS
A A
CORONA, C CA 92879
WITH LESS THAN 12 INCHES OF CONCRETE CAST BELOW BARS AND ALL
VERTICAL BARS. SPLICE LENGTHS INDICATED ABOVE ONLY APPLY WHEN
CLEAR DISTANCES BETWEEN REINFORCING STEEL, INCLUDING SPLICED
2. SPREAD FOOTINGS PLACED V -4" BELOW LOWEST ADJACENT GRADE
REINFORCING STEEL, ARE 2 BAR DIAMETERS OR GREATER. INCREASE
ON EITHER PROPERLY COMPACTED FILL SOILS OR UNDISTURBED
SPLICE LENGTHS BY 43% IF CLEAR DISTANCES ARE LESS THAN 2 BAR
NATURAL SOILS ARE BASED ON THE FOLLOWING ALLOWABLE BEARING
DIAMETERS, BUT NEVER LESS THAN MINIMUM CLEAR DISTANCES INDICATED
PRESSURE. 2000 PSF
BELOW.
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EXACT LOCATION OF EXISTING
UNDERGROUND FACILITIES IS
UNKNOWN. CONTRACTOR TO
VERIFY IN FIELD.
3
NOTE:
WORK CONTAINED WITHIN THESE PLANS SHALL NOT
COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR
GRADING PERMIT HAS BEEN ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY OF
DESIGN AND ACCEPTABILITY OF THE WORK HEREON.
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR
APPROVAL BY THE COUNTY.
MARK
NGINEER
DESIGNED BY:
SITE PLA
SCALE: N.T.S.
CAST -IN -PLACE CONCRETE
1. PROVIDE NORMAL WEIGHT AGGREGATES OF NATURAL SAND AND ROCK
EXIST. B l j E COMPLYING WITH ASTM C33.
2. PROVIDE PORTLAND CEMENT CONFORMING TO ASTM C150, TYPE II
3. PROVIDE NORMAL WEIGHT CONCRETE (145 PCF), WITH PROVEN SHRINKAGE
CHARACTERISTICS OF LESS THAN 0.05 %, ATTAINING A MINIMUM
COMPRESSIVE STRENGTH OF' 4,000 PSI AT 28 DAYS. CONCRETE SHALL
NOT EXCEED A WATER - CEMENT RATIO OF 0.50.
4. SUBMIT CONCRETE DESIGN MIX DATA FOR EACH TYPE AND COMPRESSIVE
STRENGTH OF CONCRETE REQUIRED SIGNED BY AND BEARING THE SEAL
OF A REGISTERED CIVIL ENGINEER IN STATE TO STRUCTURAL ENGINEER.
BASE DESIGN MIX ON FIELD EXPERIENCE OR TRIAL MIXTURES AS
STIPULATED IN UBC SECTION 1905A3.
5. SLUMP NOT TO EXCEED 4 INCHES.
6. DO NOT USE CONCRETE OR GROUT CONTAINING CHLORIDES.
7. DO NOT EMBED CONDUITS, PIPES, OR SLEEVES OTHER THAN ELECTRICAL
CONDUITS 1" DIAMETER AND SMALLER IN STRUCTURAL CONCRETE EXCEPT
WHERE SPECIFICALLY DETAILED OR ACCEPTED BY ARCHITECT (STRUCTURAL
ENGINEER). LOCATE ELECTRICAL CONDUIT 3" APART MINIMUM AND WITHIN
MIDDLE THIRD OF MEMBER.
8. FORM EXPOSED CORNERS OF COLUMNS, BEAMS, WALLS, ETC., WITH 3/4
INCH CHAMFERS UNLESS DETAILED OTHERWISE.
9. PERFORM CONCRETE WORK IN COMPLIANCE WITH ACI 301.
10. MAINTAIN CONCRETE ABOVE 50 DEGREES FAHRENHEIT AND IN A MOIST
CONDITION FOR A MINIMUM OF 7 DAYS AFTER PLACEMENT UNLESS
OTHERWISE ACCEPTED BY STRUCTURAL ENGINEER.
1. PROVIDE REINFORCING STEEL COMPLYING NTH A57M A615, GRADE 60,
PROVIDE REINFORCING STEEL TO BE WELDED COMPLYING WITH ASTM
A706, GRADE 60.
2. SPLICE REINFORCING STEEL WHERE INDICATED. IF SPLICE LOCATIONS ARE
NOT SPECIFICALLY SHOWN OR INDICATED, VERIFY SPLICE LOCATIONS WITH
STRUCTURAL ENGINEER PRIOR TO DEVELOPING REINFORCING STEEL SHOP
DRAWINGS.
4. MINIMUM CLEAR DISTANCES BETWEEN REINFORCING STEEL, INCLUDING
SPLICED REINFORCING STEEL, SHALL BE 1" OR 1 BAR DIAMETER,
WHICHEVER IS GREATER.
5. MINIMUM CONCRETE COVERAGE: MAINTAIN THE FOLLOWING MINIMUM
CLEAR DISTANCES BETWEEN REINFORCING STEEL AND FACE OF
CONCRETE UNLESS NOTED OTHERWISE:
CONCRETE EXPOSED TO EARTH OR WEATHER ........... 2"
CONCRETE CAST AGAINST EARTH ... .............................3"
6: CHAIRS OR SPACERS FOR REINFORCING SHALL BE PLASTIC OR PLASTIC
COATED WHEN RESTING ON EXPOSED SURFACES.
7. WELD REINFORCING STEEL COMPLYING WITH AWS D1.4. DO NOT WELD
REINFORCING STEEL OTHER THAN THOSE CONFORMING TO ASTM A706.
IF WELDING OF REINFORCING STEEL OTHER THAN A706 IS DESIRED,
® SUBMIT PROPOSED PROCEDURE, INDICATING CONFORMANCE TO CODE
AND REQUIREMENTS OF GOVERNING CODE AUTHORITY, TO STRUCTURAL
ENGINEER FOR ACCEPTANCE AND TO GOVERNING CODE AUTHORITY FOR
APPROVAL PRIOR TO EXECUTION. WELDERS SHALL BE CERTIFIED AS
REQUIRED BY GOVERNING CODE AUTHORITY.
B. BEND REINFORCING STEEL COLD UNLESS OTHERWISE ACCEPTED BY
STRUCTURAL ENGINEER.
9. SECURELY TIE ANCHOR BOLTS, REINFORCING STEEL, INSERTS, ETC., IN
PLACE PRIOR TO POURING CONCRETE OR GROUT.
Ce3Qf�17_T�
1. PERFORM CONSTRUCTION AND WORKMANSHIP IN COMPLIANCE WITH
CONTRACT DOCUMENTS AND THE 2010 CALIFORNIA BUILDING CODE
(CBC).
2. GOVERNING CODE AUTHORITY: EMWD AND RIVERSIDE COUNTY.
3. STRUCTURAL DRAWINGS, AS PART OF CONTRACT DOCUMENTS, INDICATE
INFORMATION SUFFICIENT TO CONVEY.: DESIGN INTENT. IF ERRORS,
INCONSISTENCIES OR OMISSIONS ARE DISCOVERED, PROMPTLY NOTIFY
STRUCTURAL ENGINEER BEFORE PROCEEDING WITH WORK.
4. CONDITIONS SHOWN OR NOTED AS EXISTING ARE BASED ON BEST
INFORMATION CURRENTLY AVAILABLE WHEN DRAWINGS WERE PREPARED.
NO WARRANTY IS IMPLIED AS TO ACCURACY OF THESE EXISTING
CONDITIONS.
5. TAKE FIELD MEASUREMENTS AND VERIFY FIELD CONDITIONS AND
COMPARE SUCH MEASUREMENTS AND CONDITIONS WITH CONTRACT
DOCUMENTS. IF ERRORS, INCONSISTENCIES OR OMISSIONS ARE
DISCOVERED, PROMPTLY NOTIFY STRUCTURAL ENGINEER BEFORE
PROCEEDING WITH WORK,
6. CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE. UNLESS
OTHERWISE SHOWN, THEY DO NOT INDICATE METHOD OF CONSTRUCTION.
PROVIDE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES
AND PROCEDURES AS 'REQUIRED. PROVIDE ADEQUATE EXCAVATION
PROCEDURES, SHORING, BRACING AND ERECTION PROCEDURES
COMPLYING WITH NATIONAL, STATE AND LOCAL SAFETY ORDINANCES.
7. OBSERVATION VISITS TO SITE BY FIELD REPRESENTATIVES OF
STRUCTURAL ENGINEER DO NOT INCLUDE INSPECTIONS OF
CONSTRUCTION MEANS AND METHODS. OBSERVATIONS PERFORMED BY
STRUCTURAL ENGINEER DURING CONSTRUCTION ARE NOT CONTINUOUS
AND DETAILED INSPECTION SERVICES WHICH ARE PERFORMED BY
OTHERS. OBSERVATIONS PERFORMED BY STRUCTURAL ENGINEER ARE
PERFORMED SOLELY FOR THE PURPOSE OF DETERMINING IF
CONTRACTOR UNDERSTANDS DESIGN INTENT CONVEYED IN CONTRACT
DOCUMENTS. OBSERVATIONS DO NOT GUARANTEE CONTRACTOR'S
PERFORMANCE AND ARE NOT TO BE CONSTRUED AS SUPERVISION OF
CONSTRUCTION.
8. MODIFICATIONS OR SUBSTITUTIONS: DESIGN, MATERIALS, EQUIPMENT
ARID PRODUCTS OTHER THAN THOSE INDICATED OR SPECIFIED MAY
BE CONSIDERED FOR USE PROVIDED A WRITTEN REQUEST, SUBJECT
TO REVIEW, IS SUBMITTED TO OWNER, STRUCTURAL ENGINEER AND
GOVERNING CODE AUTHORITY PRIOR TO ITS USE OR INCLUSION ON
ANY SHOP DRAWING.
9. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH FIELD CONDITIONS AND
RELATED ITEMS PRIOR TO CONSTRUCTION.
3. SOIL REMOVAL AND RECOMPAC11ON SHALL BE DONE IN ACCORDANCE
WITH THE PROJECT SPECIFICATIONS AND UNDER THE GEOTECHNICAL
ENGINEER'S SUPERVISION AND INSPECTION. AS A MINIMUM ANY OLD FILL
ENCOUNTERED DURING GRADING SHALL BE EXCAVATED AND
RE- COMPACTED TO 95 PERCENT AS STRUCTURAL FILL.
4. CONTRACTOR SHALL PROTECT ALL UTILITY LINES, ETC. ENCOUNTERED
DURING EXCAVATION AND BACKFILUNG,
5. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL SHALL BE PER
GEOTECHNICAL REPORT.
6. OFFSITE FILL MATERIAL SHALL BE APPROVED PRIOR TO PLACEMENT.
7. ALL TRENCHES SHALL COMPLY WITH APPLICABLE OSHA REQUIREMENTS.
8. ALLOWABLE LATERAL PASSIVE PRESSURE IS 250 PCF. ALLOWABLE
SLIDING COEFFICIENT OF FRICTION IS 0.35.
9. THE HORIZONTAL DIMENSIONS OF UNFORMED CONCRETE FOOTINGS
SHALL BE INCREASED 1 INCH AT EVERY VERTICAL SURFACE AT WHICH
CONCRETE IS PLACED DIRECTLY AGAINST THE SOIL.
i s s r e
REVISIONS
DRAWN BY:
SEAL - ENGINEER
�Of ESS /p�
w No. 3738 m
OF CAL
MI ANRRlODO SAE A Aa"Ls (BENCH MARK:
COUNTY OF RIVERSIDE I.D. U25
TR 36376 -1 SCHEDULE 'A' I.P. No. 120019 S.A. 34
RANCHO BELLA VISTA Wo 13 -117
C. o.
OFFSITE SEWER COOR04C -5�
IMPROVEMENT PLANS SHT-5 OF 7
SEWER ENCASEMENT 75? R
STRUCTURAL DETAILS D_ 4AM04
JN 16695
DOWELS TO MATCH
LONGITUDINAL STEEL
SIZE & SPACING
4'
24" STEEL ENCASING
PER CIVIL
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WAY (T & B)
SCALE: 1"=l'-O"
3EWER /WATER APPROVED BY:
MUNICIPAL WATER DI
P1m
1. RIP RAP AND SOIL NOT SHOWN.
SEE A/3 FOR ADDITIONAL INFO.
CAUTION
EXACT LOCATION OF EXISTING
UNDERGROUND FACILITIES IS
UNKNOWN. CONTRACTOR TO
VERIFY IN FIELD.
MAIN REINF. STEEL
PER BOX SECTION —
TYP.
1 1/2"
x
Y V
FI
LONGITUDINAL REINF.j'
STEEL PER BOX
SECTION TYP. -�
3/8" GROOVE W/
SILICONE SEALANT
TYPICAL C(
SCALE: 1
ALT.
ENDS -
IN ALL
CASES
m
P
4
III
1
ED
i CO LUMN
C OLUMN . ®
14
LAP e,. _ r,
PER GE14ERAL •. O FFSET �
N
* 2 1/2" MIN. AT SEISMIC ZONES 0, 1 AND 2 ONLY
** 12d AT TIES AND STIRRUPS #6 AND LARGER
TYPICAL LAP
TYPICAL BAR BENM
SCALE: 314 " =1' -O"
6
w
APPROVED CONSTRUCTION
JOINT LOCATION
CONTINUOUS KEY AT
ALL SECTIONS
a a v)
s a® (n
w
a Y
V
a • + ®.:
NOTE:
1. PROVIDE CONSTRUCTION JOINTS AT NO CLOSER
THAN 30' -0" AND NO FARTHER THAN 50' -0 ".
2. TOOLED AND SEALED JOINT REQUIRED AT ALL
EXPOSED SURFACES.
INT I
P.Att
— 6 MAX. SLOPE
D
D
— D
4d 1 2 f /2"
MIN.
90 HOOK 180' HOOK
STANDARD HOOKS
(IN NO CASE SHALL DIA,
"D" DIA "D" BE LESS THAN LONGIT,
OR VERT. BAR DIA.)
BAR
SIZE
"D" FOR TIES &
STIRRUPS ONLY
D FOR NON -
STIR & N ON -
#3
1 1/2"
2 1 4"
#4
2 "
3 "
#5
2 1/2
3 3/4
#6
4 1/2"
4 1/2"
# - #
-
6d
9 - #
8d
# 14-118
-
10d
NOTE:
WORK CONTAINED WITHIN THESE PLANS SHALL NOT
COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR
GRADING PERMIT HAS BEEN ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY OF
DESIGN AND ACCEPTABILITY OF THE WORK HEREON,
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY M ARK
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ENGINEER
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR
APPROVAL BY THE COUNTY. DESIGNED BY:
0A
COUNTY OF RIVERSIDE
TR 36376 -1 SCHEDULE A' 1.P.
RANCHO BELLA VISTA
OFFSITE SEWER
IMPROVEMENT PLANS
SEWER ENCASEMENT
STRUCTURAL DETAILS
9 S.A. 34
w.o. 13 -117
C.O.
COORDI4C -52
SHT. 6 OF 7
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CAUTION
EXACT LOCATION OF EXISTING
UNDERGROUND FACILITIES IS
UNKNOWN. CONTRACTOR TO
VERIFY IN FIELD.
7
r
M
SEWER/WATER APPROVED BY:
EA N MUNICIPAL WATER DI
DATE
SCALE: 9 =1' -O'
i
U
WORK CONTAINED WITHIN THESE PLANS SHALL NOT
COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR
GRADING PERMIT HAS BEEN ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY OF
DESIGN AND ACCEPTABILITY OF THE WORK HEREON,
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR
APPROVAL BY THE COUNTY.
MARK I I APPR. I DATE
ENGINEER REVISIONS EMWD
DESIGNED BY: DRAWN BY: CHECKED BY:
SEAL- ENGINEER
OkOFESS /p
W No. 3738
� ST �UCT�P
4
!F DF Co-i l
iu
m PREPARED UNDER
a
DIRECTION OF:
MICHAEL A. WKMIER 3738
DATE: f 'y. ` REGISTRATION EXPIRES 3 -31-
BENCH MARK:
SEE SHEET I
SCALE: H 1' =40'
V I'= 4'
COUNTY OF RIVERSIDE
TR 36376 -1 SCHEDULE 'A' 1.P. No. 120019
RANCHO BELLA VISTA
OFFSITE SEWER
IMPROVEMENT PLANS
SEWER ENCASEMENT
STRUCTURAL DETAILS
.D. U25
; . A . 34
lv.0. 13 -117
4C-
OF
JN 16695
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CAUTION
EXACT LOCATION OF EXISTING
UNDERGROUND FACILITIES IS
UNKNOWN. CONTRACTOR TO
VERIFY IN FIELD.
7
r
M
SEWER/WATER APPROVED BY:
EA N MUNICIPAL WATER DI
DATE
SCALE: 9 =1' -O'
i
U
WORK CONTAINED WITHIN THESE PLANS SHALL NOT
COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR
GRADING PERMIT HAS BEEN ISSUED.
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY OF
DESIGN AND ACCEPTABILITY OF THE WORK HEREON,
IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION, THE PRIVATE
ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN
ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR
APPROVAL BY THE COUNTY.
MARK I I APPR. I DATE
ENGINEER REVISIONS EMWD
DESIGNED BY: DRAWN BY: CHECKED BY:
SEAL- ENGINEER
OkOFESS /p
W No. 3738
� ST �UCT�P
4
!F DF Co-i l
iu
m PREPARED UNDER
a
DIRECTION OF:
MICHAEL A. WKMIER 3738
DATE: f 'y. ` REGISTRATION EXPIRES 3 -31-
BENCH MARK:
SEE SHEET I
SCALE: H 1' =40'
V I'= 4'
COUNTY OF RIVERSIDE
TR 36376 -1 SCHEDULE 'A' 1.P. No. 120019
RANCHO BELLA VISTA
OFFSITE SEWER
IMPROVEMENT PLANS
SEWER ENCASEMENT
STRUCTURAL DETAILS
.D. U25
; . A . 34
lv.0. 13 -117
4C-
OF
JN 16695