962q_wtWESWER AT MIJATIC., IPA L
GENERAL NOTES FOR WATER PIPELINES
1. WATER SYSTEM IMPROVEMENTS SHALL BE CONSTRUCTED BY THE DEVELOPER FOR DEDICATION TO
WESTERN MUNICIPAL WATER DISTRICT (WESTERN). CONSTRUCTION, MATERIALS, TESTING, AND INSPECTION
SHALL COMPLY WITH WESTERN'S STANDARDS. THE INSTALLATION SHALL MEET OR EXCEED THE
REQUIREMENTS OF ALL PUBLIC AGENCIES HAVING JURISDICTION AND THE AMERICAN WATER WORKS
ASSOCIATION (A.W.W.A.) STANDARDS. FAILURE TO MEET THESE REQUIREMENTS WILL BE CAUSE FOR
REJECTION.
2. CONSTRUCTION OF THE WATER SYSTEM IMPROVEMENTS SHALL NOT COMMENCE UNTIL THE DEVELOPER'S
ENGINEER HAS CERTIFIED THAT ALL STREETS ARE CONSTRUCTED TO 0.2' OF SUB - GRADE. WATER
PIPELINES SHALL BE INSTALLED AFTER CONSTRUCTION OF CURB & GUTTER, SEWER, STORM DRAIN, AND
PRIOR TO THE PLACEMENT OF CROSS- GUTTERS, SPANDRELS, AND PAVING. CONTACT UNDERGROUND
SERVICE ALERT 811 PRIOR TO ANY EXCAVATION.
J. ANY REVISION TO THESE DRAWINGS MUST BE APPROVED IN WRITING BY WESTERN. CONTACT
UNDERGROUND SERVICE ALERT 811 PRIOR TO ANY EXCAVATION.
NOTE:
4. PIPE, FITTINGS, VALVES AND APPURTENANCES SHALL BE OF THE PIPE PRESSURE CLASS (NOT W.W.P.
CLASS) SHOWN ON THE PROFILE OF THESE PLANS. (NOTE. CAST IRON FITTINGS ARE NOT ALLOWED.)
5. FINISH GRADE COVER OVER PIPE SHALL BE MINIMUM 36 INCHES FOR PIPELINES LESS THAN 12
INCHES IN DIAMETER AND MINIMUM 48 INCHES FOR PIPELINES 12 "AND GREATER IN DIAMETER. WHEN
THE WATER PIPELINE ENCOUNTERS AN OBSTRUCTION & CROSSING OVER THE OBSTRUCTION WILL
RESULT IN LESS THAN MINIMUM COVER, THE WATER PIPELINE SHALL CROSS UNDER THE OBSTRUCTION
(MINIMUM 12' CLEARANCE). ADD COVER OVER PIPE AT INTERIM GRADE PRIOR TO FINAL GRADING &
ASPHALT PLACEMENT. MINIMUM 30" OF COVER SHALL BE MAINTAINED AT ALL TIMES DURING
CONSTRUCTION OF SITE IMPROVEMENTS. DEPTH GREATER THAN 6' REQUIRES PRIOR APPROVAL BY
WESTERN.
6. CONTRACTOR SHALL PROVIDE TRENCH PROTECTION AND CONDUCT ALL CONSTRUCTION IN ACCORDANCE
WITH CAL -OSHA REQUIREMENTS AND SHALL DETERMINE DEPTH AND LOCATION OF EXISTING
UNDERGROUND FACILITIES PRIOR TO TRENCHING. OPEN TRENCH AT ANY ONE TIME SHALL BE LIMITED TO
500' ALONG ROAD RIGHT OF WAY AND SHALL BE BACKFILLED AND COMPACTED AT THE CONCLUSION OF
EACH DAY. CONTACT UNDERGROUND SERVICE ALERT 811 PRIOR TO ANY EXCAVATION.
7 PIPE SHALL BE HANDLED SO AS TO PROTECT PIPE AT ALL TIMES AND SHALL BE CAREFULLY BEDDED
TO PROVIDE CONTINUOUS BEARING AND TO PREVENT UNEVEN SETTLEMENT. PIPE SHALL BE PROTECTED
AGAINST FLOTATION AT ALL TIMES. OPEN ENDS SHALL BE SEALED AT ALL TIMES WHEN CONSTRUCTION
IS NOT IN PROGRESS.
8. PIPE JOINTS SHALL NOT BE DEFLECTED AT ANY ANGLE GREATER THAN THE MAXIMUM ANGLE
RECOMMENDED BY THE PIPE MANUFACTURER. ALL WELDED JOINTS SHALL BE DOUBLE PASS MINIMUM.
9. TAPS ON PIPELINE SHALL BE INSTALLED PER DISTRICT STANDARDS AND AS APPROVED IN THE FIELD BY
WMWD INSPECTOR. CONNECTIONS TO EXISTING WMWD PIPE LINES SHALL NOT BE ACCOMPLISHED UNLESS
WESTERN'S INSPECTOR IS PRESENT. WESTERN MAY ELECT TO MAKE THE CONNECTION. CONTRACTOR
SHALL FIELD VERIFY BOTH HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING WATER PIPELINES PRIOR
TO CONSTRUCTION.
10. BACKFILL SHALL BE COMPACTED TO EITHER 90X RELATIVE DENSITY OR IN ACCORDANCE WITH THE
REQUIREMENTS OF THE AGENCY HAVING JURISDICTION, WHICHEVER IS MORE STRINGENT.
11. TEST PRESSURE SHALL BE IN ACCORDANCE WITH AWWA STANDARDS C604 AND C605 FOR STEEL AND
PVC AND SHALL BE UNDER CONTINUOUS INSPECTION.
12. SURFACE IMPROVEMENTS DAMAGED AS A RESULT OF THE CONTRACTOR'S OPERATIONS SHALL BE
RECONSTRUCTED BY THE CONTRACTOR TO THE REQUIREMENTS OF THE AGENCY HAVING JURISDICTION.
13. FIRE HYDRANTS AND AIR VALVES SHALL BE LOCATED PER AGENCY HAVING JURISDICTION.
14. WATER METERS SHALL BE LOCATED PER PLAN, ANY RELOCATION SHALL BE
APPROVED BY WMWD. A "W "SHALL BE IMPRINTED ON CURB FACE AT EACH SERVICE
LATERAL (METER) LOCATION.
15. CONTRACTOR SHALL PLACE LOCATOR WIRE PER APPROVED MATERIALS LIST WITH ALL
C -900 PVC PIPE TO ASSIST WITH FUTURE LOCATION. SIGNAL CONTINUITY SHALL BE
VERIFIED AFTER BACKFILL.
16. THE DEVELOPER SHALL PROVIDE ONE SET OF PRINTS SHOWING ALL "AS- BUILT"
CONDITIONS INCLUDING THE STATIONING OF SERVICE LATERAL CONNECTIONS AND PAD
ELEVATIONS AS A CONDITION OF FINAL APPROVAL.
17 THE CONTRACTOR IS ADVISED THAT THE WORK ON THIS PROJECT MAY INVOLVE WORKING
IN A CONFINED AIR SPACE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH
"CONFINED AIR SPACE 108, CALIFORNIA CODE OF REGULATIONS.
18. ALL PIPE LARGER THAN 12" IN DIAMETER SHALL BE INSPECTED BY VIDEO CAMERA PRIOR
TO HYDROSTATIC TESTING.
19. ALL FIRE HYDRANTS SHALL BE COLOR CODED ACCORDING TO THE HYDRANT'S FLOWRATE
AT A RESIDUAL PRESSURE OF 20 PSI. ALL BARRELS SHALL BE SAFETY YELLOW. CAP
AND TOP COLORS SHALL BE ACCORDING TO AGENCY OF JURISDICTION. HYDRANTS WITH
PRESSURE OVER 100 PSI SHALL BE LETTERED "H.P. "ON THE BARREL IN A LOCATION
VISIBLE TO THE STREET OR SIDE OF USE. ALL FIRE HYDRANTS SHALL BE "WET- BARREL ".
SEE FIRE HYDRANT LABELING NOTE AT RIGHT FOR COLOR.
20. CONTRACTOR SHALL WARRANTY ALL WORK FOR 12 MONTHS AFTER DATE OF NOTICE OF
COMPLETION.
21. MODEL HOME LANDSCAPING WILL COMPLY WITH WESTERN'S GUIDELINES, MWD'S PLAN
FOR WATER USE GUIDELINES AND THE CITY OR COUNTY'S ORDINANCE GUIDELINES FOR
WATER CONSERVATION.
22. CONTRACTOR SHALL CALL FOR INSPECTION WHEN NEEDED -48 HOURS MINIMUM
ADVANCED NOTIFICATION PRIOR TO INSPECTION AND /OR TESTING.
T
6"
CONNECTION BY THE CONTRACTOR WITH
CONTINUOUS INSPECTION BY W.M.W.D.
WORK CONTAINED WITHIN THESE PLANS SHALL NOT
COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR
GRADING PERMIT HAS BEEN ISSUED
I`
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Seal
NO. 53390
EXP. 6 -30 -15 *
APPROVED BY THE RIVERSIDE COUNTY
FIRE DEPARTMENT mumiuH Fm Fwa muu. BE
1000 G.P.M. FOR 2 HOUR DURATION AT 20 P.S.L
°° Z
I. ® ; r
A7ff=ff__4_j
TWO LANE STREET
AT INTERSECTION
q
T I A I�
-�
6" TYP.
P. --I I~ F
TYPICAL BLUE REFLECTIVE
PAVEMENT MARKER LOCATION
N.T.S.
VAN BUREN BLVD.
Q
C/ .-,V
DATE
MARIPOSA
AVE
VI CINITY MAP
N. T.5. "�•-
THOMAS BROS. UUIUL PAUL
SEC.26 T.3S R.51W
INDEX OF DRAWINGS
OF THE PROJECT AS
VMIG(C %ormirn iivn uLvl m
I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM FOR
TRACT 30231 IS IN ACCORDANCE WITH THE WATER SYSTEM
8" C 900 -07 DR14 PVC WATER PIPELINE PER WMWD STD. DWG
C)
W
Approved by Western Municipal Water District
for Construction
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LF.
f
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U
1
MASTER PLANS OF WESTERN MUNICIPAL WATER DISTRICT OF
RIVERSIDE COUNTY & THAT THE WATER SERVICE, STORAGE &
DISTRIBUTION SYSTEM WILL BE ADEQUATE TO PROVIDE WATER
SERVICE TO SUCH TRACT. THIS CERTIFICATION DOES NOT
CONSTITUTE A GUARANTEE THAT WILL SUPPLY WATER TO
AND BLUE REFLECTIVE MARKER.
1
DEREK KAA�IRECTOR OF ENGINEERING C54259 DATE d . <-
-
VOID AFTER ONE YEAR FROM THIS DATE
�
1" WATER SERVICE WITH 314" METER PER W.M.W.D. STD. DWG. NO. W -0070
z
Q
EA.
O INSTALL
JOINT RESTRAINTS PER W.M. W.D. STD. DWG, NO. W -0710
220
LF.
O THRUST
BLOCK PER W.M.W.D. STD. NO. W -1230 (CLASS 200)
U7
EA.
O HOT
TAP EXISTING WATERLINE
2
EA.
z
SUCH TRACT AT ANY SPECIFIC QUANTITIES, FLOWS OR
PRESSURES FOR FIRE PROTECTION OR ANY OTHER PURPOSE
z
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EA.
O
8'X6" FXF REDUCER
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EA.
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8" 90' FXF BEND
W
OF VAN BUREN BLVD. APPROX. 1400 FT WEST OF SUTTLES DR.
E LEV.: 1476.64
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NOTE:
4. PIPE, FITTINGS, VALVES AND APPURTENANCES SHALL BE OF THE PIPE PRESSURE CLASS (NOT W.W.P.
CLASS) SHOWN ON THE PROFILE OF THESE PLANS. (NOTE. CAST IRON FITTINGS ARE NOT ALLOWED.)
5. FINISH GRADE COVER OVER PIPE SHALL BE MINIMUM 36 INCHES FOR PIPELINES LESS THAN 12
INCHES IN DIAMETER AND MINIMUM 48 INCHES FOR PIPELINES 12 "AND GREATER IN DIAMETER. WHEN
THE WATER PIPELINE ENCOUNTERS AN OBSTRUCTION & CROSSING OVER THE OBSTRUCTION WILL
RESULT IN LESS THAN MINIMUM COVER, THE WATER PIPELINE SHALL CROSS UNDER THE OBSTRUCTION
(MINIMUM 12' CLEARANCE). ADD COVER OVER PIPE AT INTERIM GRADE PRIOR TO FINAL GRADING &
ASPHALT PLACEMENT. MINIMUM 30" OF COVER SHALL BE MAINTAINED AT ALL TIMES DURING
CONSTRUCTION OF SITE IMPROVEMENTS. DEPTH GREATER THAN 6' REQUIRES PRIOR APPROVAL BY
WESTERN.
6. CONTRACTOR SHALL PROVIDE TRENCH PROTECTION AND CONDUCT ALL CONSTRUCTION IN ACCORDANCE
WITH CAL -OSHA REQUIREMENTS AND SHALL DETERMINE DEPTH AND LOCATION OF EXISTING
UNDERGROUND FACILITIES PRIOR TO TRENCHING. OPEN TRENCH AT ANY ONE TIME SHALL BE LIMITED TO
500' ALONG ROAD RIGHT OF WAY AND SHALL BE BACKFILLED AND COMPACTED AT THE CONCLUSION OF
EACH DAY. CONTACT UNDERGROUND SERVICE ALERT 811 PRIOR TO ANY EXCAVATION.
7 PIPE SHALL BE HANDLED SO AS TO PROTECT PIPE AT ALL TIMES AND SHALL BE CAREFULLY BEDDED
TO PROVIDE CONTINUOUS BEARING AND TO PREVENT UNEVEN SETTLEMENT. PIPE SHALL BE PROTECTED
AGAINST FLOTATION AT ALL TIMES. OPEN ENDS SHALL BE SEALED AT ALL TIMES WHEN CONSTRUCTION
IS NOT IN PROGRESS.
8. PIPE JOINTS SHALL NOT BE DEFLECTED AT ANY ANGLE GREATER THAN THE MAXIMUM ANGLE
RECOMMENDED BY THE PIPE MANUFACTURER. ALL WELDED JOINTS SHALL BE DOUBLE PASS MINIMUM.
9. TAPS ON PIPELINE SHALL BE INSTALLED PER DISTRICT STANDARDS AND AS APPROVED IN THE FIELD BY
WMWD INSPECTOR. CONNECTIONS TO EXISTING WMWD PIPE LINES SHALL NOT BE ACCOMPLISHED UNLESS
WESTERN'S INSPECTOR IS PRESENT. WESTERN MAY ELECT TO MAKE THE CONNECTION. CONTRACTOR
SHALL FIELD VERIFY BOTH HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING WATER PIPELINES PRIOR
TO CONSTRUCTION.
10. BACKFILL SHALL BE COMPACTED TO EITHER 90X RELATIVE DENSITY OR IN ACCORDANCE WITH THE
REQUIREMENTS OF THE AGENCY HAVING JURISDICTION, WHICHEVER IS MORE STRINGENT.
11. TEST PRESSURE SHALL BE IN ACCORDANCE WITH AWWA STANDARDS C604 AND C605 FOR STEEL AND
PVC AND SHALL BE UNDER CONTINUOUS INSPECTION.
12. SURFACE IMPROVEMENTS DAMAGED AS A RESULT OF THE CONTRACTOR'S OPERATIONS SHALL BE
RECONSTRUCTED BY THE CONTRACTOR TO THE REQUIREMENTS OF THE AGENCY HAVING JURISDICTION.
13. FIRE HYDRANTS AND AIR VALVES SHALL BE LOCATED PER AGENCY HAVING JURISDICTION.
14. WATER METERS SHALL BE LOCATED PER PLAN, ANY RELOCATION SHALL BE
APPROVED BY WMWD. A "W "SHALL BE IMPRINTED ON CURB FACE AT EACH SERVICE
LATERAL (METER) LOCATION.
15. CONTRACTOR SHALL PLACE LOCATOR WIRE PER APPROVED MATERIALS LIST WITH ALL
C -900 PVC PIPE TO ASSIST WITH FUTURE LOCATION. SIGNAL CONTINUITY SHALL BE
VERIFIED AFTER BACKFILL.
16. THE DEVELOPER SHALL PROVIDE ONE SET OF PRINTS SHOWING ALL "AS- BUILT"
CONDITIONS INCLUDING THE STATIONING OF SERVICE LATERAL CONNECTIONS AND PAD
ELEVATIONS AS A CONDITION OF FINAL APPROVAL.
17 THE CONTRACTOR IS ADVISED THAT THE WORK ON THIS PROJECT MAY INVOLVE WORKING
IN A CONFINED AIR SPACE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH
"CONFINED AIR SPACE 108, CALIFORNIA CODE OF REGULATIONS.
18. ALL PIPE LARGER THAN 12" IN DIAMETER SHALL BE INSPECTED BY VIDEO CAMERA PRIOR
TO HYDROSTATIC TESTING.
19. ALL FIRE HYDRANTS SHALL BE COLOR CODED ACCORDING TO THE HYDRANT'S FLOWRATE
AT A RESIDUAL PRESSURE OF 20 PSI. ALL BARRELS SHALL BE SAFETY YELLOW. CAP
AND TOP COLORS SHALL BE ACCORDING TO AGENCY OF JURISDICTION. HYDRANTS WITH
PRESSURE OVER 100 PSI SHALL BE LETTERED "H.P. "ON THE BARREL IN A LOCATION
VISIBLE TO THE STREET OR SIDE OF USE. ALL FIRE HYDRANTS SHALL BE "WET- BARREL ".
SEE FIRE HYDRANT LABELING NOTE AT RIGHT FOR COLOR.
20. CONTRACTOR SHALL WARRANTY ALL WORK FOR 12 MONTHS AFTER DATE OF NOTICE OF
COMPLETION.
21. MODEL HOME LANDSCAPING WILL COMPLY WITH WESTERN'S GUIDELINES, MWD'S PLAN
FOR WATER USE GUIDELINES AND THE CITY OR COUNTY'S ORDINANCE GUIDELINES FOR
WATER CONSERVATION.
22. CONTRACTOR SHALL CALL FOR INSPECTION WHEN NEEDED -48 HOURS MINIMUM
ADVANCED NOTIFICATION PRIOR TO INSPECTION AND /OR TESTING.
T
6"
CONNECTION BY THE CONTRACTOR WITH
CONTINUOUS INSPECTION BY W.M.W.D.
WORK CONTAINED WITHIN THESE PLANS SHALL NOT
COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR
GRADING PERMIT HAS BEEN ISSUED
I`
1 t
I r �f I f7.p
Seal
NO. 53390
EXP. 6 -30 -15 *
APPROVED BY THE RIVERSIDE COUNTY
FIRE DEPARTMENT mumiuH Fm Fwa muu. BE
1000 G.P.M. FOR 2 HOUR DURATION AT 20 P.S.L
°° Z
I. ® ; r
A7ff=ff__4_j
TWO LANE STREET
AT INTERSECTION
q
T I A I�
-�
6" TYP.
P. --I I~ F
TYPICAL BLUE REFLECTIVE
PAVEMENT MARKER LOCATION
N.T.S.
VAN BUREN BLVD.
Q
C/ .-,V
DATE
MARIPOSA
AVE
VI CINITY MAP
N. T.5. "�•-
THOMAS BROS. UUIUL PAUL
SEC.26 T.3S R.51W
INDEX OF DRAWINGS
OF THE PROJECT AS
VMIG(C %ormirn iivn uLvl m
I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM FOR
TRACT 30231 IS IN ACCORDANCE WITH THE WATER SYSTEM
8" C 900 -07 DR14 PVC WATER PIPELINE PER WMWD STD. DWG
O CONSTRUCT
Approved by Western Municipal Water District
for Construction
431
LF.
INSTALL STANDARD FIRE HYDRANT ASSEMBLY (6X4X2x) PER W.M.W.D. STD. DWG.
NO.
2
W -0580 WITH BREAK -OFF CHECK VALVE (CLOW LBI 400A)
MASTER PLANS OF WESTERN MUNICIPAL WATER DISTRICT OF
RIVERSIDE COUNTY & THAT THE WATER SERVICE, STORAGE &
DISTRIBUTION SYSTEM WILL BE ADEQUATE TO PROVIDE WATER
SERVICE TO SUCH TRACT. THIS CERTIFICATION DOES NOT
CONSTITUTE A GUARANTEE THAT WILL SUPPLY WATER TO
AND BLUE REFLECTIVE MARKER.
1
DEREK KAA�IRECTOR OF ENGINEERING C54259 DATE d . <-
-
VOID AFTER ONE YEAR FROM THIS DATE
O INSTALL
1" WATER SERVICE WITH 314" METER PER W.M.W.D. STD. DWG. NO. W -0070
5
EA.
O INSTALL
JOINT RESTRAINTS PER W.M. W.D. STD. DWG, NO. W -0710
220
LF.
O THRUST
BLOCK PER W.M.W.D. STD. NO. W -1230 (CLASS 200)
1
EA.
O HOT
TAP EXISTING WATERLINE
2
EA.
BENCH MARK -
BRASS DISC STAMPED "VB14" ON CONC. POST FLUSH LOCATED NORTH
SUCH TRACT AT ANY SPECIFIC QUANTITIES, FLOWS OR
PRESSURES FOR FIRE PROTECTION OR ANY OTHER PURPOSE
1
EA.
0
8'X6" FXF REDUCER
1
EA.
n
8" 90' FXF BEND
����® ®�
OF VAN BUREN BLVD. APPROX. 1400 FT WEST OF SUTTLES DR.
E LEV.: 1476.64
DEREK KAWAII, DIRECTOR OF ENGINEERING SATE
C -54253
MARK
REVISIONS
APPR.
HDATE
SHEET 1 TITLE SHEET
SHEET 2 INDEX MAP
SHEET 3—STREET ';A (STATION 10 +80.10
TO 14 +24.48)
WESTERN MUNICIPAL WATER DISTRICT
14205 MERIDIAN PKWY
RIVERSIDE, CA. 92518
(951) 571 -7100 (BUS)
(951) 571 -0590 (FAX)
TRACT No. 30231
COUNTY OF RIVERSIDE
SCHEDULE "B"
WATER PLAN
DRAWING
N0.
WATER IMPROVEMEIVT PLAIVS
TRACT IVO. 30231
NOTE:
LEGEND:
PROPOSED WATERLINE
— — EXISTING WATERLINE
-A M I-- GATE VALVE, TAPPING VALVE
�L HOT TAP
TEE, FLANGED
i +n CROSS, FLANGED
STANDARD 6x4 ° x2 %2" FIRE HYDRANT
®— WTR. SERVICE W /METER BOX
REDUCER, FLANGED 'ECCENTRIC"
BLIND FLANGE & RING FLANGE
► BLUE REFLECTIVE PAVEMENT MARKERS
OWNER / APPLICANT
y
y
CONSTRUCTION NOTES & TOTAL QUANTITY ESTIMATE
IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER /OWNER OR CONTRACTOR
TO APPLY TO THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT
SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN
PUBLIC RIGHT -OF -WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE, • AND TO BE
RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL
REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT.
ADDITIONAL STUDIES AND /OR PERMITS MAY BE REQUIRED.
ENGINEER'S NOTES
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE
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 WORK HOURS, AND THAT THE CONTRACTOR
SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND
ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR
ENGINEER.
THE EXISTENCE & LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON
THESE PLANS ARE OBTAINED BY A DILIGENT SEARCH OF AVAILABLE RECORDS. THE
CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE
UTILITIES & ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS & IS
RESPONSIBLE FOR THE PROTECTION OF & ANY DAMAGE TO THESE LINES OR STRUCTURES.
THE CONTRACTOR SHALL VERIFY THE LOCATION, DIMENSION & CONDITION OF ALL UTILITIES &
SHALL REPORT ANY DISCREPANCIES TO THE CIVIL ENGINEER PRIOR TO THE COMMENCEMENT
OF WORK.
CONNECTIONS BY CONTRACTOR WITH CONTINUOUS INSPECTION BY WESTERN MUNICIPAL WATER
DISTRICT
NOTE:
THE ALIGNMENT OF THE WATER LINE IS BASED ON WESTERN MUNICIPAL WATER
DISTRICT STANDARDS 6' TO 8' OFF THE CURB FACE. THE ALIGNMENT 6' OFF THE
CURB FACE TO ALLOW ADEQUATE CLEARANCE FOR THE STORM DRAIN.
PRIVATE ENGINEER'S C ERTIFICATION TO FIRE DEPARTMENT
I CERTIFY THAT THE DESIGN OF THIS WATER SYSTEM IS IN ACCORDANCE WITH THE REQUIREMENTS
PRESCRIBED BY THE RIVERSIDE COUNTY FIRE DEPARTMENT
FIRE FLOW REQUIREMENTS PER RIVERSIDE COUNTY FIRE DEPARTMENT ARE. 1000
G.P.M. AT 20 P.S.L FOR 2 HOUR DURATION.
LEACH, P. E.
R.C.E. 53390 EXP. 6130115
FIRE HYDRANT LABELING NOTE:
ALL BARRELS TO BE CHROME YELLOW, TOPS AND CAPS
SHALL BE PAINTED ACCORDING TO THEIR RATED CAPACITIES.
CLASS AA — LIGHT BLUE (1500 GPM OR GREATER)
CLASS A — GREEN (1000 -1499 GPM)
CLASS B — ORANGE (500 -999 GPM)
CLASS C — RED (LESS THAN 500 GPM)
OF THIS
v
aJ
0
0
k
8" C 900 -07 DR14 PVC WATER PIPELINE PER WMWD STD. DWG
O CONSTRUCT
NOS. W -1540 AND W -1550
431
LF.
INSTALL STANDARD FIRE HYDRANT ASSEMBLY (6X4X2x) PER W.M.W.D. STD. DWG.
NO.
2
W -0580 WITH BREAK -OFF CHECK VALVE (CLOW LBI 400A)
AND BLUE REFLECTIVE MARKER.
1
EA.
O INSTALL
1" WATER SERVICE WITH 314" METER PER W.M.W.D. STD. DWG. NO. W -0070
5
EA.
O INSTALL
JOINT RESTRAINTS PER W.M. W.D. STD. DWG, NO. W -0710
220
LF.
O THRUST
BLOCK PER W.M.W.D. STD. NO. W -1230 (CLASS 200)
1
EA.
O HOT
TAP EXISTING WATERLINE
2
EA.
O 8"
FXF RESILIANT GATE VALVE PER W.M.W.D. STD. NO. W -0150 AND W -0155
1
EA.
0
8'X6" FXF REDUCER
1
EA.
n
8" 90' FXF BEND
1
EA.
IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER /OWNER OR CONTRACTOR
TO APPLY TO THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT
SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN
PUBLIC RIGHT -OF -WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE, • AND TO BE
RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL
REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT.
ADDITIONAL STUDIES AND /OR PERMITS MAY BE REQUIRED.
ENGINEER'S NOTES
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE
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 WORK HOURS, AND THAT THE CONTRACTOR
SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND
ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR
ENGINEER.
THE EXISTENCE & LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON
THESE PLANS ARE OBTAINED BY A DILIGENT SEARCH OF AVAILABLE RECORDS. THE
CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE
UTILITIES & ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS & IS
RESPONSIBLE FOR THE PROTECTION OF & ANY DAMAGE TO THESE LINES OR STRUCTURES.
THE CONTRACTOR SHALL VERIFY THE LOCATION, DIMENSION & CONDITION OF ALL UTILITIES &
SHALL REPORT ANY DISCREPANCIES TO THE CIVIL ENGINEER PRIOR TO THE COMMENCEMENT
OF WORK.
CONNECTIONS BY CONTRACTOR WITH CONTINUOUS INSPECTION BY WESTERN MUNICIPAL WATER
DISTRICT
NOTE:
THE ALIGNMENT OF THE WATER LINE IS BASED ON WESTERN MUNICIPAL WATER
DISTRICT STANDARDS 6' TO 8' OFF THE CURB FACE. THE ALIGNMENT 6' OFF THE
CURB FACE TO ALLOW ADEQUATE CLEARANCE FOR THE STORM DRAIN.
PRIVATE ENGINEER'S C ERTIFICATION TO FIRE DEPARTMENT
I CERTIFY THAT THE DESIGN OF THIS WATER SYSTEM IS IN ACCORDANCE WITH THE REQUIREMENTS
PRESCRIBED BY THE RIVERSIDE COUNTY FIRE DEPARTMENT
FIRE FLOW REQUIREMENTS PER RIVERSIDE COUNTY FIRE DEPARTMENT ARE. 1000
G.P.M. AT 20 P.S.L FOR 2 HOUR DURATION.
LEACH, P. E.
R.C.E. 53390 EXP. 6130115
FIRE HYDRANT LABELING NOTE:
ALL BARRELS TO BE CHROME YELLOW, TOPS AND CAPS
SHALL BE PAINTED ACCORDING TO THEIR RATED CAPACITIES.
CLASS AA — LIGHT BLUE (1500 GPM OR GREATER)
CLASS A — GREEN (1000 -1499 GPM)
CLASS B — ORANGE (500 -999 GPM)
CLASS C — RED (LESS THAN 500 GPM)
OF THIS
v
aJ
0
0
k
TRACT IVO. 3023
NOTE:
CONNECTION BY THE CONTRACTOR WITH
CONTINUOUS INSPECTION BY W.M.W.D.
WORK CONTAINED WITHIN THESE PLANS SHALL NOT
COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR
GRADING PERMIT HAS BEEN ISSUED
..010r.. � I Seal
- k 140. 53390
* EV. 6-30-15
APPROVED BY THE RIVERSIDE COUNTY
FIRE DEPARTMENT mummm Fm Fww sHmL BE
1000 G.P.M. FOR 2 HOUR DURATION AT 20 P.S.I.
- 241 :
4
7',-' 249J2
6
TO
_11D
Aw
TRACT BOUNDARY
EX. W
TRACT BOUNDARY
3
PE= 1459.50
SEE SHEET 3
mwl
ROP. F. H.
070
AN
4
2
20 PE= 1457. 0
01
8" C-900-7
DR 14 PVC
5
PE= 1450. 0
O
0
/ N D E X
4
PE= 1449. 0
EX F.H
(6 "x4 "x2 !
M �
SCALE 1" = 60'
0 60
30 120
lepso PRESSURE ZONE
LOWEST PAD ELEVA770N=1440.0
HIGHEST PAD ELEVA770N=1454.0
_f'_F'J\17'A7'JV_F' rr J02JJ-
240
Q,
o
co
PE= 1455. 0
rN
LU
ci
__J
ca
U
;I EX. W I E
NN
EX H
4� x 12)
CD
Z
Cn
o
L
Q,
V
NOTE:
CONNECTION BY THE CONTRACTOR WITH
CONTINUOUS INSPECTION BY W.M.W.D.
WORK CONTAINED WITHIN THESE PLANS SHALL NOT
COMMENCE UNTIL AN ENCROACHMENT PERMIT AND /OR
GRADING PERMIT HAS BEEN ISSUED
..010r.. � I Seal
- k 140. 53390
* EV. 6-30-15
APPROVED BY THE RIVERSIDE COUNTY
FIRE DEPARTMENT mummm Fm Fww sHmL BE
1000 G.P.M. FOR 2 HOUR DURATION AT 20 P.S.I.
- 241 :
4
7',-' 249J2
6
TO
_11D
Aw
TRACT BOUNDARY
EX. W
TRACT BOUNDARY
3
PE= 1459.50
SEE SHEET 3
mwl
ROP. F. H.
070
AN
4
2
20 PE= 1457. 0
01
8" C-900-7
DR 14 PVC
5
PE= 1450. 0
O
0
/ N D E X
4
PE= 1449. 0
EX F.H
(6 "x4 "x2 !
M �
SCALE 1" = 60'
0 60
30 120
lepso PRESSURE ZONE
LOWEST PAD ELEVA770N=1440.0
HIGHEST PAD ELEVA770N=1454.0
_f'_F'J\17'A7'JV_F' rr J02JJ-
240
Approved by Western Municipal Water District
for Construction
0 2-0doly
DEREK KAWAII, DIRECTOR OF ENGINEERING C54253 ATE
VOID AFTER ONE YEAR FROM THIS DATE
BENCH MARK
BRASS DISC STAMPED 'VB14" ON CONC. POST FLUSH LOCATED NORTH
OF VAN BUREN BLVD. APPROX. 1400 FT WEST OF SUTTLES DR.
APPR. DATE ELEV.: 1476.64
WEI
ti
CONSTRUCTION NOTES
O INSTALL STANDARD FIRE HYDRANT ASSEMBLY (6X4X2,9) PER W.M.W.D. STD. DWG. NO.
W-0580 WITH BREAK-OFF CHECK VALVE (CLOW LBI 400A) AND BLUE REFLECTIVE MARKER.
O THRUST BLOCK PER W.M.W.D. STD. NO. W-1230 (CLASS 200)
O HOT TAP EXISTING WATERLINE
AS
WESTERN MUNICIPAL WATER DISTRICT
14205 MERIDIAN PKWY
RIVERSIDE, CA. 92518
(051) 571-7100 (BUS)
(951) 571-0590 (FAX)
TRACT No. 30231 DRAWING
COUNTY OF RIVERSIDE NO.
SCHEDU 'IQ"
WATER PLA
INDEX MAP SHEET 2 OF
1
I SCALE: HORIZ: N/A VERT: N 3 SHEETS !ZA I
U: \Projects \Woodcrest Partnership\ 7765\Engineering\Sewer-Water\ TR 30231\7764 WT02.DWG
962 Q
PE= 1455. 0
10
;I EX. W I E
NN
EX H
4� x 12)
Approved by Western Municipal Water District
for Construction
0 2-0doly
DEREK KAWAII, DIRECTOR OF ENGINEERING C54253 ATE
VOID AFTER ONE YEAR FROM THIS DATE
BENCH MARK
BRASS DISC STAMPED 'VB14" ON CONC. POST FLUSH LOCATED NORTH
OF VAN BUREN BLVD. APPROX. 1400 FT WEST OF SUTTLES DR.
APPR. DATE ELEV.: 1476.64
WEI
ti
CONSTRUCTION NOTES
O INSTALL STANDARD FIRE HYDRANT ASSEMBLY (6X4X2,9) PER W.M.W.D. STD. DWG. NO.
W-0580 WITH BREAK-OFF CHECK VALVE (CLOW LBI 400A) AND BLUE REFLECTIVE MARKER.
O THRUST BLOCK PER W.M.W.D. STD. NO. W-1230 (CLASS 200)
O HOT TAP EXISTING WATERLINE
AS
WESTERN MUNICIPAL WATER DISTRICT
14205 MERIDIAN PKWY
RIVERSIDE, CA. 92518
(051) 571-7100 (BUS)
(951) 571-0590 (FAX)
TRACT No. 30231 DRAWING
COUNTY OF RIVERSIDE NO.
SCHEDU 'IQ"
WATER PLA
INDEX MAP SHEET 2 OF
1
I SCALE: HORIZ: N/A VERT: N 3 SHEETS !ZA I
U: \Projects \Woodcrest Partnership\ 7765\Engineering\Sewer-Water\ TR 30231\7764 WT02.DWG
962 Q
Seal
Scale 1 " = 40'
LINE TABLE
LINE
C)
I BEARING
L11
424.48
z
z
U
(r)
Cf)
cl�
\
6
Q
o
Q
�
F�—
z
0
0
_
Q
w
V)
m
U
W
�
J
CL
Q
CC
W
~
W
z
�
w
U
w
z
Q
Cl)
w
o
z
>
O
O
U
Imo—
O�
�
O
Q
U
U
Q
Seal
Scale 1 " = 40'
LINE TABLE
LINE
LENGTH
I BEARING
L11
424.48
7"
3
1459.50
PRESSURE ZONE
LOWEST PAD ELEVA770N = 1440.0
HIGHEST PAD ELEVA7I0N = 1454.0
Approved by Western Municipal Water District
for Construction
DEREK KAWAI, DIRECTOR OF ENGINEERING C54259 ATE
VOID AFTER ONE YEAR FROM THIS DATE
BENCH .MARK
BRASS DISC STAMPED "VB14" ON CONIC. POST FLUSH LOCATED NORTH
OF VAN BUREN BLVD. APPROX. 1400 FT WEST OF SUTTLES DR.
REVISIONS APPR. DATE ELEV.: 1476.64
CONSTRUCTION NOTES
o CONSTRUCT 8" C 900 -07 DR14 PVC WATER PIPELINE PER WMWD STD. DWG
1 NOS. W -1540 AND W -1550
O INSTALL STANDARD FIRE HYDRANT ASSEMBLY (6X4X2�) PER W.M.W.D. STD. DWG. NO.
W -0580 WITH BREAK -OFF CHECK VALVE (CLOW LBI 400A) AND BLUE REFLECTIVE MARKER.
O INSTALL 1" WATER SERVICE WITH 314" METER PER W.M.W.D. STD. DWG. NO. W -0070
O INSTALL JOINT RESTR141NTS PER W.M.W.D. STD. DWG. NO. W -0710
O THRUST BLOCK PER W.M.W.D. STD. NO. W -1230 (CLASS 200)
O HOT TAP EXISTING WATERLINE
O 8" FXF RESILIANT GATE VALVE PER W.M.W.D. STD. NO. W -0150 AND W0155
O 8'X6" FxF REDUCER
O 8 " -90' FxF BEND
NOTE:
CONNECTION BY CONTRACTOR WITH CONTINUOUS INSPECTION BY WMWD
9
-X. I- 07 4
rX LOr�5
7r1 r1 r r
0
f LOT j
EX. 8" PVC C -900 CL200
PER WESTERN DWG. 926 -D
EX. F.H. -/ .
(6 X4 Y2
C &GJ
24912
0
— — -- �
TRACT BOUNDARY
30" SO PER STREET PLANS
PLAN NO. 926 -D
\ PROP. 30" SD, SEE STREET
\ IMPROVEMENT PLANS TRACT
\ \ 30231, SHEET 2.
R
r rr.
Scale I" = 40'
WESTERN MUNICIPAL WATER DISTRICT
14205 MERIDIAN PKWY
RIVERSIDE, CA. 92518
(951) 571 -7100 (BUS)
ti
U
ti
5
PAD = 1450.00
' OTHER AWACENT TRACTS.
TRACT No. 30231
COUNTY OF RIVERSIDE
SCHEDULE " B "
WATER PLAN
STA 1
(951) 571 -0590 (FAX) ' SCALE: HORIZ: 1 " =40'
File Nome. U: \PROJECTS \WOODCREST PARTNERSHIP
120
4+24.48
VERT: 1 "=4'
IP NO. 130003
DRAWING
NO.
v
SHEET J OF o
0
3 SHEETS a
TR 30231 \7764
16Z C
10 11 12 13 14 15
PONDEROSA LANE
PER TR 27887
PONDEROSA LANE
PER TR 27887
\\
\
6
R
r rr.
Scale I" = 40'
WESTERN MUNICIPAL WATER DISTRICT
14205 MERIDIAN PKWY
RIVERSIDE, CA. 92518
(951) 571 -7100 (BUS)
ti
U
ti
5
PAD = 1450.00
' OTHER AWACENT TRACTS.
TRACT No. 30231
COUNTY OF RIVERSIDE
SCHEDULE " B "
WATER PLAN
STA 1
(951) 571 -0590 (FAX) ' SCALE: HORIZ: 1 " =40'
File Nome. U: \PROJECTS \WOODCREST PARTNERSHIP
120
4+24.48
VERT: 1 "=4'
IP NO. 130003
DRAWING
NO.
v
SHEET J OF o
0
3 SHEETS a
TR 30231 \7764
16Z C
10 11 12 13 14 15
PONDEROSA LANE
PER TR 27887
PONDEROSA LANE
PER TR 27887