963bb_wtRIVERSIDE HIGHLAND WATER CO. GENERAL NOTES
1. PIPE 12 INCHES IN DIAMETER SHALL BE CLASS CLASS 200 PVC PIPE IN
ACCORDANCE WITH AWWA STANDARD NO. C-900.
2. WATER SERVICE LATERALS SHALL BE MINIMUM ONE INCH (1") IN
COPPER. THERE SHALL BE A SEPARATE SERVICE FOR EACH LOT BEING
SERVED AND ONE SERVICE LINE PER TRENCH. COPPER TO BE TYPE "K".
ALL FITTINGS ON COPPER TUBING SHALL BE OF THE PACK JOINT
COMPRESSION TYPE.
3. ALL WATER SERVICE WATER LATERAL LINES SHALL BE INSTALLED AT THE
SAMETIME THE MAIN LINE IS INSTALLED. NO SPLICE SHALL BE ALLOWED
ON SERVICE LATERAL LINES.
4. WATER SERVICE LATERALS ARE TO BE TERMINATED 6" BEHIND THE REAR
OF SIDEWALK OR FUTURE SIDEWALK, AND AT A DEPTH OF 6"-8" BELOW
TOP OF CURB TO TOP OF ANGLE METER STOP.
5. FIRE HYDRANTS SHALL BE JAMES JONES COMPANY J3708 OR J3765 AS
SHOWN ON THE PLANS. FIRE HYDRANT SPACING SHALL BE SPECIFIED
HEREIN OR THE REQUIREMENTS OF THE FIRE MARSHALS OFFICE OR THE
OFFICE HAVING JURISDICTION. ALL 4" STEAMER NOZZLES SHALL BE
PERPENDICULAR TO THE CURB.
6. DEPTH OF COVER FOR SERVICE LATERALS SHALL BE MINIMUM 36" WATER
LATERAL DEPTH MAY CHANGE WITH THE VARIATION SHOWN ON THE
APPROVED PLANS.
7. ALL WATER MAINS SHALL BE FLUSHED AND DISINFECTION IN ACCORDANCE
WITH AWWA STANDARD C-651 PRIOR TO USE AND AFTER REPAIR.
8. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH RIVERSIDE HIGHLAND
WATER COMPANY STANDARDS FOR POTABLE AND NON -POTABLE WATER
FACILITIES.
9. WATER SERVICE IS SUBJECT TO THE RULES AND REGULATIONS OF
RIVERSIDE HIGHLAND WATER COMPANY AT THE TIME SERVICE IS
REQUESTED.
10. NO WATER MAINS SHALL BE INSTALLED PRIOR TO THE CURB AND
GUTTERS, SEWER OR STORM DRAINS OR ANY OTHER FACILITY WHICH WILL
BE BELOW THE WATER MAIN UNTIL THE LOWER FACILITIES ARE INSTALLED
AND APPROVED.
11. IF CONSTRUCTION HAS NOT COMMENCED WITHIN SIX 6 MONTHS OF
THE COMPANY APPROVAL DATE THE PLAN SHALL BE RESUBMITTED TO
THE COMPANY FOR REVIEW AND APPROVAL.
GENERAL NOTES
1. SPECIFICATION AND CONSTRUCTION NOTES REQUIRED BY RIVERSIDE
HIGHLAND WATER COMPANY (SEE GENERAL NOTES)
2. ALL MATERIALS, TESTING AND INSPECTION OF PIPE SHALL BE
CONFORMANCE WITH THE REQUIREMENTS OF RHW CO., THE AMERICAN
WATER WORKS ASSOCIATION (AWWA), AND DISTRICT STANDARDS.
3. FAILURE TO MEET ANY OF THE REQUIREMENTS OF RHW CO. WILL BE
CAUSE FOR REJECTION.
4. SEPARATION REQUIREMENTS BETWEEN WATER AND SEWER LINES SHALL
CONFORM TO STATE HEALTH CODE STANDARD.
5. TRENCH REPAIR PER COUTY STANDARD 818.
INSPECTION NOTE:
PERMITTEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT
LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. PHONE:
(951) 955-6885 FOR PARCEL MAPS AND TRACT MAPS.
BENCHMARK:
,18-F2: 'CHISELED SQUARE AT THE SOUTHEAST TOP OF A CATCH BASIN
ON THE NORTHERLY SIDE OF CENTER STREET EAST OF TRANSIT AVENUE.
ELEV- 955.205 (NAVD 88)
BASIS OF BEARING
THE CENTERLINE OF SPRING STREET BEING NORTH 89`43'43" WEST
PER RS '95/58 WAS HELD AS THE BASIS OF BEARINGS FOR THIS MAP
ASSESSORS PARCEL NUMBERS;
255-250-008, 255-060-088
o
V
o
W
�
o
�
�¢
Q
Q
SPRING
STREET
o
KEOWN
SITE
-
COURT
z
6
Imo` VICINITY
o
U
�
.T.S
O
fV ®
w
I
9
m
Lo
10
rL
L
LUCt
11
rL
Q
10 EA
12
8"x 12" REDUCER
1 EA.
13
12" END CAP WITH 2" BLOW -OFF ASSEMBLY
1 EA'.
14
w
1 EA.
15
w
z
1 EA,
w
U
W
2 EA.
17
6" PVC (C900)
347 LF
18
w
�
2 EA.
o
V
W
�
2 EA.
z
O
U
0
0
~Vi
j
Q U
�
O
U
i§
C
C)cj-
ot:
Q Q
OWNERfAPPLICANT,
HIGHGROVE PROPERTY OWNERS, LLC.
4590 MACARTHUR BLVD., SUITE 600
NEWPORT BEACH, CA 92660
TEL: 949-748-6714
THOMAS GUIDE PAGE 646 SECTION D-7
Q:e I— GRAND TERRACE
09:f HIGH SCHOOL
/ �o
MAIN STREET
CENTER STREET
Lli
z
Q �w
�wt SCHOOLKI
W
�
Q>
Q
�¢
0
Q
SPRING
STREET
o
KEOWN
SITE
-
COURT
`,--SWAYZEE
6
Imo` VICINITY
MAP COURT
7
.T.S
a
8
N.T.S
I
9
8" GATE VALVE
5 EA.
SECTION 8, T. 2S, R. 4W
WATER MPROVEMENT PLAN
TRACT 2 81 95 7
IN THE COMMUNITY OF HIGHGROVE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
SEE SHEET 2
'v
Al IGAI GROVE l;L EEJMENT,' fRY SrHDDL
x
M � 3
k
18' HOA
i``—EASEMENT '
a
a
1 2 3 4 5 6 7 8 9 SEE SHEET 3
i?Z«. ftl A&.s,. `Yt �... S."Y2
S:t4T;
s x
w
10
L
n•
$ $ 5
v � v w �� i 4 STRE T A - ----- � tv}. ti a;isu , a. ", i Sh;: '�»'.tt ' a; 11
NMI w
z
22
-12
36
s 1
I
3 N i<E Y
28 5'
36 27 1
X
W
��20
06 ., C3[ c xFi,u ' 1ry W12
O
p
U
35m v 29 26 I 13
1s i
LIJ
L17
> e:
0 I l r I
(lj 3 4 fi 41 2 5 Y �S
30 21 {
17 14 I
U SEf . HEET 4 u�
33 31 I J u0
4
23
SEE SHEET 24 >4 22 �\ 15 EASEMENND Q a
16 \ 20 R�VERSID comPANY
WA
a
,..
_ -- -El
w EX. w
SPRING STREET SEE SHEET 4 _
SW
FIRE HYDRANT NOTE; CT
FIRE HYDRANTS WILL BE CLASS A -GREEN 91,000 GPM -1,499 GPM)
PER FIRE FLOW TEST PERFORMED BY CONSTANT FIRE PROTECTION
(FIRE FLOW=1,190 GPM, RESIDUAL PRESSURE=58 PSI)
ALL BARRELS TO BE CHROME YELLOW. TOPS AND CAPS SHALL BE
PAINTED ACCORDING TO THEIR RATED CAPACITIES.
ALL FIRE HYDRANTS ARE PUBLIC USE.
UTILITY LOCATION NOTE
WATER LOCATION PER RHWD STD. (6' OFF CL)
SEWER LOCATION PER CITY OF RIVERSIDE STD. (5' OFF CL)
DESIGN CERTIFICATION;
THIS CERTIFIES THAT THESE PLANS AND SPECIFICATIONS HAVE BEEN
DESIGNED UNDER THE DIRECT SUPERVISION OF A CIVIL ENGINEER,
LICENSED IN THE STATE OF CALIFORNIA AND ARE IN ACCORDANCE
WITH TITLE 22, CODE OF REGULATIONS, CHAPTER 16, CALIFORNIA
WATERWORKS STANDARDS OF THE STATE OF CALIFORNIA
I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IS IN
ACCORDANCE WITH THE REQUIREMENTS PRESCRIBED BY THE
RIVERSIDE COUNTY FIRE DEPARTMENT.
RIVERSIDE COUNTY
FIRE DEPARTMENT
APPROVEDBY:
DATE: 3
SELECT BACKFILL OR 1
SACK SLURRY PER GEOTECH
RECOMMENDATIONS
45' ELBOW
45' ELBOW
18" RCP
1.25';:,>
WATER CROSSING DETAIL
N.TS
►`ll6=%1n:/
Q)
Q
C—)
Q
a
WATER
SERVICE
SEWER
SERVICE
5' MIN
WATER METER-�
METER 8"OFF OF CURB FACE
CURB FACE GUTTER
PROP. WATER N
PROP. SEWER --7' s
WATER & SEWER SERVICE LOCATION DETAIL
N.T. S
CURB FACE
cam' -J
CURB FACE -
/_ '0�
CE
6'1 j I'c
FH Fk FH
TWO LANE STREETS AT INTERSF
HYDRANT MARKER LOCATION DETAIL
N.T.S
LEGEND: EXISTING PROPOSED
ITEM
FIRE HYDRANT
WATER SERVICE !�
SEWER SERVICE ---+• O
GATE VALVE
AIR VALVE —\-0-0 —0-0
ELBOW aj
TEE
END CAP W/ B. 0. « QO
CROSS
REDUCER—a—
HOT TAP SLEEVE —g—
PVC (C900) - - - - -
D.LP. - 1700 ZONE ----- -----
DISHED-HEAD I ---<
BLOW OFF Q�
MANHOLE W/ MANWAY
TEST LEADS
FIRE SERVICE
DOMESTIC COMPOUND--�
LANDSCAPE SERVICE LS
SEWER
WATER LINE -------
HYDRANT MARKER
BILL OF MATERIALS;
SHEET 1 ........................................... TITLE SHEET
SHEET 2 ....................... GARFIELD AVE, B COURT
SHEET J ............................................... STREET A
SHEET 4 ............................. STREET A, C COURT
NOTE: THIS SYSTEM SERVED BY ZONE 1
rJERSAIIII11f
4 ESS/ RIVERSIDE HIGHLAND
WATER COMPANY TRACT 28957 DRAWING NO.
ENG / NEERS
v NO. pyo C"Erwineering . Surveying . PYanni.g WATER IMPROVEMENT PLANS
* EXP 6_30_17 * 6820 Airport Drive, iverside, CA 92504
Tel:(951) 68 — 24 ox:(951) 688-0599 SCHEDULE "All SHEET 1 OF 4
CIVi` Undrslon of �� ,� - MARK REVISIONS APPR DATE •• , , - • 11
Cha' ch, R.C.E.5iJ90 Exp. 06.30.17 GENER' N - DON HOUGH DATE SCALEAS SHOWN COUNTYFILE
DESIGN BY: : LH DRAWN BY: LH CHECKED BY: C— VOID SIX MONTHS FROM THIS DATE NUMBER:
ITEM
QUANTITY
1
8" PVC (C900)
1,OJ8 LF.
2
FIRE HYDRANT ASSEMBLY
9 EA.
3
8x 8X6"TEE
2EA.
4
8 ELBOW ANGLE AS INDICATED) )
6 EA.
5
1 " DOMESTIC WATER METER
J6 EA.
6
1 " WATER SERVICE ASSEMBLY
36 EA.
7
8 "x 8 "x 8" TEE
1 EA.
8
12" PVC (C900)
483 LF.
9
8" GATE VALVE
5 EA.
10
8" TEMP. END CAP WITH 2" BLOW -OFF ASSEMBLY
1 EA'.
11
HYDRANT MARKER
10 EA
12
8"x 12" REDUCER
1 EA.
13
12" END CAP WITH 2" BLOW -OFF ASSEMBLY
1 EA'.
14
2" BLOW -OFF ASSEMBLY
1 EA.
15
12"x 12"x 8" TEE
1 EA,
16
12" GATE VALVE
2 EA.
17
6" PVC (C900)
347 LF
18
6" GATE VALVE
2 EA.
19
HOT TAP 8'k87x8" TEE
2 EA.
SHEET 1 ........................................... TITLE SHEET
SHEET 2 ....................... GARFIELD AVE, B COURT
SHEET J ............................................... STREET A
SHEET 4 ............................. STREET A, C COURT
NOTE: THIS SYSTEM SERVED BY ZONE 1
rJERSAIIII11f
4 ESS/ RIVERSIDE HIGHLAND
WATER COMPANY TRACT 28957 DRAWING NO.
ENG / NEERS
v NO. pyo C"Erwineering . Surveying . PYanni.g WATER IMPROVEMENT PLANS
* EXP 6_30_17 * 6820 Airport Drive, iverside, CA 92504
Tel:(951) 68 — 24 ox:(951) 688-0599 SCHEDULE "All SHEET 1 OF 4
CIVi` Undrslon of �� ,� - MARK REVISIONS APPR DATE •• , , - • 11
Cha' ch, R.C.E.5iJ90 Exp. 06.30.17 GENER' N - DON HOUGH DATE SCALEAS SHOWN COUNTYFILE
DESIGN BY: : LH DRAWN BY: LH CHECKED BY: C— VOID SIX MONTHS FROM THIS DATE NUMBER:
o
LOCATED
V)
r
in
1
Q
DOES NOT MATCH COUNTY STANDARD
'
IS BEING
MAINTAINED BY RIVERSIDE
t
3)
Z
13
12" END CAP WITH 2" BLOW -OFF ASSEMBLY
4"
ELBOW (ANGLE AS INDICATED)
z
1 i
II
1 " DOMESTIC WATER METER
C)
U
12"x 12"x 8" TEE
z
O
f=
tn1
w
CO
12" GATE VALVE
7
2" AIR VALVE ASSEMBLY
17
6" PVC (C900)
CD
12" PVC (C900)
18
6" GATE VALVE
w
8" GATE VALVE RW GATE VALVE
19
HOT TAP 8"x8"x*" TEE
w
W
z
�g
4
w
�
o
w
z
w
�
o
V
w
z
o
U
O
O
�
Q
U
o
U
u
�
O
�
10+00 11+00 12+00 13+00 14+00 15+00
ui 1
2I
�'" ' "T""'"" 7 12 19
INSTALL 8"X8"X8" TEE
CONTRACTOR TO HO., TAP
MAINLINE & BOLT 8 x12
REDUCER TO BACKSIDE OF STA. 14+82.95
FITTING L ND CAP W/ BLOW OFF
GARFIELD ST STA 13+38.10 18" SD XING 12" WTR
EX. FH 15 16 GARFIELD WTR STA 13+29.13 STA. 14+77.41
R/W STREET A STA 10+00.00 BOT 12" WTR 997.37
INSTALL 12"X12"X8" TEE TOP 18" SD 996.37
-----
_77
r. . . . r EX. SWR
PROP. 12" W
UTILITY LOCATION NOTE.•
_1"1
PROP. C&G
34
FH ASSEMBLY 2
STA. 10+46.81
12
12 0
PROP. S/W
w—j
R/W
13 11
13
18" SD
2 FH ASSEMBLY
STA. 1( 48.00
THE WATERLINE IS
LOCATED
FOURTEEN FEET (14') OFF
r
HIGHLANDS WATER
DISTRICT
STANDARDS. THIS LOCATION
DOES NOT MATCH COUNTY STANDARD
'
IS BEING
MAINTAINED BY RIVERSIDE
t
3)
Z
13
12" END CAP WITH 2" BLOW -OFF ASSEMBLY
4"
ELBOW (ANGLE AS INDICATED)
14
1 i
II
1 " DOMESTIC WATER METER
15
12"x 12"x 8" TEE
6
tn1
16
12" GATE VALVE
7
2" AIR VALVE ASSEMBLY
17
6" PVC (C900)
8
12" PVC (C900)
18
6" GATE VALVE
9
8" GATE VALVE RW GATE VALVE
19
HOT TAP 8"x8"x*" TEE
tY;
cl
�g
4
QN-
:I
..z
��
�I
wI
�'" ' "T""'"" 7 12 19
INSTALL 8"X8"X8" TEE
CONTRACTOR TO HO., TAP
MAINLINE & BOLT 8 x12
REDUCER TO BACKSIDE OF STA. 14+82.95
FITTING L ND CAP W/ BLOW OFF
GARFIELD ST STA 13+38.10 18" SD XING 12" WTR
EX. FH 15 16 GARFIELD WTR STA 13+29.13 STA. 14+77.41
R/W STREET A STA 10+00.00 BOT 12" WTR 997.37
INSTALL 12"X12"X8" TEE TOP 18" SD 996.37
-----
_77
r. . . . r EX. SWR
PROP. 12" W
UTILITY LOCATION NOTE.•
_1"1
PROP. C&G
34
FH ASSEMBLY 2
STA. 10+46.81
12
12 0
PROP. S/W
w—j
R/W
13 11
13
18" SD
2 FH ASSEMBLY
STA. 1( 48.00
THE WATERLINE IS
LOCATED
FOURTEEN FEET (14') OFF
OF THE CENTERLINE PER RIVERSIDE
HIGHLANDS WATER
DISTRICT
STANDARDS. THIS LOCATION
DOES NOT MATCH COUNTY STANDARD
817 AS THIS LINE
IS BEING
MAINTAINED BY RIVERSIDE
HIGHLANDS WATER DISTRICT.
.m
--------14 --- I � - - - - - - - - - -
�I
�I
MATCHLINE
SEE SHEET 3
LINE TABLE
LINE
LENGTHjNO-01�48�E
8" TEMP. END CAP WITH 2" BLOW -OFF ASSEMBLY
L2
317.13
L3
153.82
6" FIRE HYDRANT ASSEMBLY
12
12" TEMP. END CAP WITH 2" BLOW -OFF ASSEMBLY
24" SD XING 12" WTR
STA. 13+70.68
BOT 12" WTR 998.70
TOP 24" SO 997.70
8" SWR XING 12" WTR
STA. 13+70.68
BOT 12" WTR 998.41
TOP 8" SWR 993.80
BILL OF MATERIALS:
`1#110
1000
10+00
MATCHLINE
SEE SHEET 3
z
1
11+00 12+00
MATCHLINE
SEE SHEET 3
®
ITEM
10
8" TEMP. END CAP WITH 2" BLOW -OFF ASSEMBLY
1
8" PVC (C900)
11
HYDRANT MARKER
2
6" FIRE HYDRANT ASSEMBLY
12
12" TEMP. END CAP WITH 2" BLOW -OFF ASSEMBLY
3
8"x 8"x 8" TEE
13
12" END CAP WITH 2" BLOW -OFF ASSEMBLY
4"
ELBOW (ANGLE AS INDICATED)
14
2" BLOW -OFF ASSEMBLY
5
1 " DOMESTIC WATER METER
15
12"x 12"x 8" TEE
6
1 " WATER SERVICE ASSEMBLY
16
12" GATE VALVE
7
2" AIR VALVE ASSEMBLY
17
6" PVC (C900)
8
12" PVC (C900)
18
6" GATE VALVE
9
8" GATE VALVE RW GATE VALVE
19
HOT TAP 8"x8"x*" TEE
� N0. 53390 CMI En8%neer/ng • Sts'veynlg • P/eiming
* EXP 6-30_17 6820 Airport Dr' Riverside, CA 92504
Under the
��,.%�'n
Tel: (951) �— 1 Fax:(951) 688-X0055,99
..im... i9" Civil.
CAU�\��,y'5,ar, cna Leach. R.C.E. 53390 Exp. 06.30.11 06te: or
MARK I REVISIONS I APPR I DATE
DESIGN. BY: LH DRAWN BY: LH CHECKED BY: C—_
RIVERSIDE HIGHLAND
WATER COMPANY
GENERAL MANAGER: DON HOUGH
VOID SIX MONTHS FROM THIS DATE
DATE
Z30 0 30 60
SCALE. 1 30'
NOTE: THIS SYSTEM SERVED BY ZONE 1
TRACT 28957
WATER IMPROVEMENT PLANS
SCHEDULE !Alt
SCALE: AS SHOWN
File name:
uggInfiffel
j
DRAWING NO.
SHEET 2 OF 4
D
w
�
�
o
s M S s s
13 8" WTR
13 L2 14
STA 10+34.00-
12
18" SD XING
8" WTR
��
80T 8" WTR
Q
I-
TOP 18" SD
w
�
N
�
R/W 1
STA. 10+64.12 ® STA. 10+63.51
11
,..,
®
8" SWR XING 8" WTIR
STA. 11+6 9.40
BOT 8" WTR 1000.30
®
z
45 ELBOW 45° ELBOW
I
0 TOP 8" SWR 997.43
s
28
2
12
56'
I
�
o
U
I
N
w
26
1=
18" SD XING 8" WTR
Z 6 STA. 10+58.51
m
Ao
U
v�
I
14'
w
Q
BOT 18" SD 1000.55
�
STA. 10+53.51
4 14
w
�
z
45° ELBOW
w
�
18'
c�
w
BO ASSEMBLY
®'
�
L
o
STREET A WTR STA 10+00.00
co
z
SEMATCHL/NE E SHEET 2
W
�
INSTALL 12"X12"8" TEE
O
U
O
O
BILL OF MATER/ALS:
®
ITEM
U
j
8" PVC (C900)
Q
2
U
3
8x8"x8"TEE
4
8" ELBOW (ANGLE AS INDICATED)
5
1 " DOMESTIC WATER METER
6
1" WATER SERVICE ASSEMBLY
LcaL
2" AIR VALVE ASSEMBLY
1020
flolld
1000
10+00
MATCHLINE
SEE SHEET 2
I rt; I
I
I I '
I
I � I
I «
11+00
FH ASSEMBLY
s M S s s
13 8" WTR
13 L2 14
STA 10+34.00-
12
18" SD XING
8" WTR
STA. 10+41.55
80T 8" WTR
999.28
TOP 18" SD
998.23
I «
PROP.l'8" SWR PER TR 2 957
11
s M S s s
13 8" WTR
13 L2 14
\SIA. 10+64.12
12
110.12
M
16'18'18"
® 45' ELBOW
1
I
0.5'
L4
f --
R/W 1
STA. 10+64.12 ® STA. 10+63.51
11
,..,
®
8" SWR XING 8" WTIR
STA. 11+6 9.40
BOT 8" WTR 1000.30
45 ELBOW 45° ELBOW
I
0 TOP 8" SWR 997.43
s
28
2
12
56'
I
0
I
S 2,9
26
18" SD XING 8" WTR
Z 6 STA. 10+58.51
I
J TOP 8" WTR 999.49
I
14'
BOT 18" SD 1000.55
I
STA. 10+53.51
4 14
60'
45° ELBOW
18'
20'
BO ASSEMBLY
®'
STREET A WTR STA 10+00.00
GARFIELD WTR STA 13+29.13
3 5 g � 5
SEMATCHL/NE E SHEET 2
INSTALL 12"X12"8" TEE
WITH GATE VALVE I
BILL OF MATER/ALS:
®
ITEM
1
8" PVC (C900)
2
FIRE HYDRANT ASSEMBLY
3
8x8"x8"TEE
4
8" ELBOW (ANGLE AS INDICATED)
5
1 " DOMESTIC WATER METER
6
1" WATER SERVICE ASSEMBLY
7
2" AIR VALVE ASSEMBLY
12+00
STREET A WTR TA 11+52.40
B COURT WTR 3TA 10+00.00 3 g 18
INSTALL 8"&-WTEE
WI GATE VALVE
CL INTERSECTION
/STREET A STA 11+7B.4(
STREET B STA 16+00.0(
13+00 14+00
STREET A WTR STA 14+48.73
18 3 g C OURT WTR STA 10+00.00
IN TALL 8"X&"X6" TEE
WI H GATE VALVE
/-PROP. C&G
A _
PROP.l'8" SWR PER TR 2 957
�2
s M S s s
13 8" WTR
13 L2 14
DELTA
12
110.12
386.98
16'18'18"
N89%58'1 1"W
L3
I
0.5'
L4
f --
R/W 1
PROP. S/
11
®
8" SWR XING 8" WTIR
STA. 11+6 9.40
BOT 8" WTR 1000.30
I
10
17'
m
0 TOP 8" SWR 997.43
s
28
2
12
56'
I
0
S 2,9
26
15+00
CL INTERSECTION
ET A STA 14+74.73
:ET C STA 10+00.00
w
Mwimw�-
R
s
16+00 17+00
BC
STA 14+68.86 EC
STA 15+79.13 10
s
Q. rR/W 5 6 TYP.
s`
8" SWR XING 8" WTR
STA. 14+65.73
BOT 8" WTR 1007.05
TOP 8" SWR 1003.38
IAL•J
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
Cl
110.12
386.98
16'18'18"
LINE TABLE
LINE
LENGTH
BEARING
L1
152.40
N89'58'1 2"W
L2
296.33
N89%58'1 1"W
L3
20.13
N89°58'22"W
L4
182.98
N73°41'12"W
s
16 s
12
4 17 s STA 17+62.12
s INSTALL 90° ELBOW 4
8 12" PVC (C900) 14 2" BLOW -OFF ASSEMBLY 5 '
9 8" GATE VALVE 15 12"x 12"x 8" TEE H STREET
10 8" TEMP. END CAP WITH 2" BLOW -OFF ASSEMBLY 16 12" GATE VALVE UTILITY LOCATION NOTE:
11 HYDRANT MARKER 17 6" PVC (C900) �p 30 0 3o 60 90 THE WATERLINE IS LOCATED FOURTEEN FEET (14') OFF OF THE CENTERLINE PER RIVERSIDE
lm m HIGHLANDS WATER DISTRICT STANDARDS. THIS LOCATION DOES NOT MATCH COUNTY STANDARD
12 12" TEMP. END CAP WITH 2" BLOW -OFF ASSEMBLY 18 6" GATE VALVE 1 817 AS THIS LINE IS BEING MAINTAINED BY RIVERSIDE HIGHLANDS WATER DISTRICT.
SCALE.• 1 " = 30'
13 12" END CAP WITH 2" BLOW -OFF ASSEMBLY 19 HOT TAP 8"x8"x8" TEE NOTE: THIS SYSTEM SERVED BY ZONE 1 IP N07070005
RRlPMm er
ESS/ RIVERSIDE HIGHLAND
p, J4 WATER COMPANY TRACT 28957 DRAWING NO.
y ENG /NEE /4S
N0. 53390 � C"Engineering • Surveying • P/enniw WATER IMPROVEMENT PLANS
* EXP 6-30-17 * 6820 Airport iv F Riverside, CA 92504 It n
Tel:(951) 6 4-Fax:(951) 688-0599 SCHEDULE A SHEET 3 OF 4
belmCIV1\. �4 r the of ,® MARK REVISIONS APPR DATE
��0, CALIF pervisron Chodsso Leoch, R.C.E. 53390 Exp. 0&M. 17 te: GENERAL MANAGER: DON HOUGH DATE SCALE: AS SHOWN COUNTY FILE
lHNI:din ` DESIGN BY: LH DRAWN BY: LH CHECKED BY: C- VOID SIX MONTHS FROM THIS DATE NUMBER:
File name: U.•\Pmiects\Fommostcommunities\8430\enaineednc\woter\s
o
S�o.ozE�
v>
0
BEARING
Lt
19+00
CA
— --
�
�
Q
Q
STA 18+53.82
ROPE 11.25°
L4
5.00
14
-@ CL
12.00
NO'02'01 "E
I
1
4
NO'01'48"E
+C)CA CN
-Z
I M�
o
GENERAL MANAGER: DON HOUGH DATE
VOID SIX MONTHS FROM THIS DATE
1
SCALE: AS SHOWN
COUNTY
Q
UR: i a
C)
U
z
C)
�
w
M>
®J
On
CN
PROP. 6" WTR
2
O
HOT TAP CONNECTION
J
w
ci
w
�
S
STA 19+00.00
TO EXISTING WATER LINE
cn
2
1
w
�
CONTRACTOR TO VERIFY(
w
z
11
w
�
�
cD
W
g
O N
w
LOCATION IN FIELD
`Y
z
w
>
o
v
O
Q
~
O)
n
47 k.ed
s
INSTALL TEMPORARY
-BLOW
I
( I
U
.
CO
V)—N
END CAP W/ OFF
i
L5
s
ASSEMBLY
1020
J1
1010
,
8"
7 12" AIR VALVE ASSEMBLY
m
1020
1010
7
S�o.ozE�
o
o
BEARING
Lt
19+00
0
_
— --
- -
a�
L3
Q
STA 18+53.82
ROPE 11.25°
L4
5.00
14
-@ CL
12.00
NO'02'01 "E
I
1
4
NO'01'48"E
+C)CA CN
-Z
I M�
o
GENERAL MANAGER: DON HOUGH DATE
VOID SIX MONTHS FROM THIS DATE
1
SCALE: AS SHOWN
COUNTY
Q
UR: i a
5 6 TYP.
FH
ASSEMBLY
A STREET WTR STA 20+37.78'
20
M>
�}
CN
PROP. 6" WTR
2
O
HOT TAP CONNECTION
9'
S
STA 19+00.00
TO EXISTING WATER LINE
cn
1
CONTRACTOR TO VERIFY(
11
66'
�
O N
LOCATION IN FIELD
00
15 0 STA 20+25.78
r
~
O)
n
47 k.ed
s
INSTALL TEMPORARY
-BLOW
I
( I
.
CO
V)—N
END CAP W/ OFF
i
L5
s
ASSEMBLY
oo c5
_
17295' C
PVC (0900)
7 12" AIR VALVE ASSEMBLY
m
1020
1010
7
LINE
18+00
BEARING
Lt
19+00
20+00
L2
14.59
_---
L3
12
STA 18+53.82
ROPE 11.25°
L4
5.00
14
-@ CL
12.00
NO'02'01 "E
I
1
4
NO'01'48"E
PROP. GROUND
SCHEDULE "A##
SHEET 4 OF 4
SPRING ST STA 18+37.91
GENERAL MANAGER: DON HOUGH DATE
VOID SIX MONTHS FROM THIS DATE
1
SCALE: AS SHOWN
COUNTY
Q
UR: i a
5 6 TYP.
FH
ASSEMBLY
A STREET WTR STA 20+37.78'
20
M>
�}
PROP. 6" WTR
2
HOT TAP CONNECTION
9'
S
STA 19+00.00
TO EXISTING WATER LINE
1
CONTRACTOR TO VERIFY(
11
66'
�
O N
LOCATION IN FIELD
00
15 0 STA 20+25.78
r
~
O)
n
s
INSTALL TEMPORARY
-BLOW
I
( I
.
CO
END CAP W/ OFF
i
L5
s
ASSEMBLY
oo c5
_
17295' C
PVC (0900)
P�-
STA 20+20.78
1
n ( I
�
QS
L
o ROPE 11.25'
00(�
..
-
8"
1
_
I
-- -
-
-PROP.
WATER
s
- �n
_
o „
EX. 8 WATER PER RHWC
1
^
18
jI
<tZ
y S
TA 17+62.124
o
/
INSTALL 90' ELBOW
I
E
56.
4
STA 18+68.41
INSTALL 225
ELBOW
I
I ,
PROP. S/W
17
_
1-^
EASHEET 3'
'
A
STREET H
30
0 30 60
SCALE. 1 " _ .30'
BILL
OF MATER/ALS:
®
ITEM
1
8" PVC (C900)
8
12" PVC (C900)
14
2" BLOW -OFF ASSEMBLY
2
FIRE HYDRANT ASSEMBLY
9
8" GATE VALVE
15
12"x 12"x 8" TEE
3
8"x 8"x 8" TEE
10
8" TEMP. END CAP
WITH 2" BLOW -OFF ASSEMBLY
16
12" GATE VALVE
4
8" ELBOW (ANGLE
AS INDICATED)
11
HYDRANT MARKER
17
6" PVC (C900)
5
1 " DOMESTIC WATER METER
12
12" TEMP. END CAP WITH 2" BLOW -OFF ASSEMBLY
18
1 6" GATE VALVE
6
1 " WATER SERVICE
ASSEMBLY
13
12" END CAP WITH
2" BLOW -OFF ASSEMBLY
1 19
1 HOT TAP 8"x8"x8" TEE
7 12" AIR VALVE ASSEMBLY
m
1020
1010
7
STREET A WTR STA 14+48.73
3 C COURT WTR STA 10+00.00
INSTALL 8"X8"
9 WITH GATE VAI
18 _6
TEE
10+00 11+00 12+00
MATCHLINE
SEE SHEET 3
7r�r
LINE TABLE
LINE
LENGTH
BEARING
Lt
91.71
N18'50'15"E
L2
14.59
_---
L3
EXIST. GROUND
N15'05'33"W
L4
5.00
NO'01'18"E
-@ CL
12.00
NO'02'01 "E
_
175.96
NO'01'48"E
PROP. GROUND
SCHEDULE "A##
SHEET 4 OF 4
GENERAL MANAGER: DON HOUGH DATE
VOID SIX MONTHS FROM THIS DATE
0 CIL
SCALE: AS SHOWN
COUNTY
Q
UR: i a
File name: U.•\Projects\Fommostcommunities\8430\engineering\water\8430wtt62
M>
PROP. 6" WTR
O
�
�
O N
00
CD
O)
n
Ci W W
�k
.
CO
3 c:) >�
�> x¢�z
Z
oo c5
_
17295' C
PVC (0900)
STREET A WTR STA 14+48.73
3 C COURT WTR STA 10+00.00
INSTALL 8"X8"
9 WITH GATE VAI
18 _6
TEE
10+00 11+00 12+00
MATCHLINE
SEE SHEET 3
7r�r
LINE TABLE
LINE
LENGTH
BEARING
Lt
91.71
N18'50'15"E
L2
14.59
N1'07'32"E
L3
152.37
N15'05'33"W
L4
5.00
NO'01'18"E
L5
12.00
NO'02'01 "E
L6
175.96
NO'01'48"E
20 6 21
5 P. 2
R/W �
3"SWR c 7 C ®� F T
s o — — —��
1 0o " L6 11 PROP. 6" WTR-,,
R/W
3
us
FH AS
m
Rai
S;N!(
g 2 FH ASSEMBLY
SPRING ST
--
_ STA. 15+32.56
2 3�`'____
UTILITY LOCATION NOTE:
THE WATERLINE IS LOCATED FOURTEEN FEET (14') OFF OF THE CENTERLINE PER RIVERSIDE
HIGHLANDS WATER DISTRICT STANDARDS. THIS LOCATION DOES NOT MATCH COUNTY STANDARD
817 AS THIS LINE IS BEING MAINTAINED BY RIVERSIDE HIGHLANDS WATER DISTRICT.
ENG a NL ERS
NQ. 53390 Civil Engineering • Surveying • Planning
EXP 6_30_'7 * 6820 Airport Drive Riverside, CA 92504
Tel:(951) 6 02 ;` Fox:(951) 688-0599
clV1l \�. Supar the - MARK REVISIONS APPR DATE
OF
(�l`♦� Chanssa Lewh, R.C.E 53390 EV. 06.30.77 jute: DESIGN BY: LH DRAWN BY: LH CHECKED BY: C -
_MBLY 2
+72.95
24 _.
1"I"
I
NOTE: THIS SYSTEM SERVED BY ZONE 1
IP NO. 0700057
RIVERSIDE HIGHLAND
WATER COMPANY
TRACT 28957
DRAWING NO.
WATER IMPROVEMENT PLANS
SCHEDULE "A##
SHEET 4 OF 4
GENERAL MANAGER: DON HOUGH DATE
VOID SIX MONTHS FROM THIS DATE
SCALE: AS SHOWN
COUNTY
Q
UR: i a
File name: U.•\Projects\Fommostcommunities\8430\engineering\water\8430wtt62