967zz_utGENERAL NOTES:
1. ALL MATERIAL AND WORK SHALL 'CONFORM TO THE LATEST EDITION OF COUNTY OF RIVERSIDE STANDARD PLANS,
CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS, AND CALIFORNIA MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES.
2, THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (800) 227-2600, AND ALL CONCERNED UTILITY
COMPANIES AT LEAST TWO WORKING DAYS IN ADVANCE OF EXCAVATION.
LOCATIONS OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE, THE CONTRACTOR SHALL. DETERMINE THE EXACT
LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE PRIOR TO COMMENCING WORK, THE CONTRACTOR IS
FULLY RESPONSIBLE FOR ALL DAMAGES OCCURRED DUE TO FAILURE TO LOCATE AND PRESERVE ALL UNDERGROUND
UTILITIES. HAND DIG AS NEEDED OR AS DIRECTED BY THE ENGINEER UNTIL CLEAR OF OBSTRUCTIONS
3, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CLEAN UP ON COUNTY RIGHT -OF-WAY AFFECTED BY
CONTRACTOR'S WORK. THE CONTRACTOR SHALL KEEP COUNTY RIGHT-OF-WAY CLEAN OF DEBRIS. WITH DUST AND
OTHER NUISANCES BEING CONTROLLED AT ALL TIMES. METHOD OF STREET CLEANING SHALL BE DRY SWEEPING OF
ALL PAVED AREAS. THERE SHALL BE NO STOCKPILING OF CONSTRUCTION MATERIALS WITHIN THE COUNTY
RIGHT-OF-WAY WITHOUT THE PERMISSION OF THE ENGINEER
4. EXISTING PRIVATELY OWNED IMPROVEMENTS ON PUBLIC RIGHT-OFANAY SHALL BE PROTECTED OR REPLACED,
5, SEE CALTRANS STANDARD PLAN ES -1 A, ES -1 B, AND ES -IC FOR SYMBOLS AND ABBREVIATION LEGENDS,
6. THE CONTRACTOR SHALL FURNISH AND IN -STALL ALL TRAFFIC SIGNAL EQUIPMENTS SIGNS, AND STRIPING IN
ACCORDANCE WITH THE PLANS AND SPECIAL PROVISIONS. ALL SIGNS.
T CONTROLLER CABINET AND SERVICE CABINET SHALL BE PLACED AT A MINIMUM OF 15 FEET APART
8. ELECTRICAL CONDUIT SHALL BE PLACED AT A MINIMUM OF 2 FEET FROM TELEPHONE CONDUIT.
9 ALL PULL BOXES SIZE SHALL BE NO 5 UNLESS OTHERWISE NOTED OR APPROVED BY THE ENGINEER PULL, BOXES IN
UNIMPROVED AREAS NOT PROTECTED BY CURB AND GUTTER SHALL BE TRAFFIC BEARING TYPE MAXIMUM SPACING
BETWEEN PULL BOXES SHALL BE 500 FEET,
10. ALL CONDUITS SHALL BE 2 -INCH RIGID GALVANIZED STEEL, CONDUIT UNLESS OTHERWISE NOTED, ALL CONDUITS
PLACED UNDER PAVING SHALL BE INSTALLED WITHOUT OPEN CUTTING.
11. DETECTOR LOOPS SHALL BEP A ED PER COUNTY OF RIVERSIDE STANDARD PLAN NO. 1201 AND CENTERED WITH THE
DRIVING LANE UNLESS OTHERWISE NOTED. STRIPING LAYOUT (CAT -TRACKING) SHALL BE APPROVED BY THE COUNTY
PRIOR TO DETECTOR LOOP INSTALLATION. ALL LOOP DETECTOR CONFIGURATIONS SHALL BE TYPE "E" PER STANDARD
PLAN ES -58. ALL CURB TERMINATIONS SHALL BE TYPE "A" PER STANDARD PLAN ES -5D, DETECTOR LOOP WIRES SHALL
BE TESTED AND APPROVED PRIOR TO FILLING SAWCUTS.
12. ALL CABLES AND CONDUCTORS SHALL BE CONTINUOUS WITH A MINIMUM OF 6 FEET OF SLACK INSIDE EACH PULL BOX
UNLESS OTHERWISE NOTED. 20 FEET OF SIGNAL INTERCONNECT CABLE SLACK SHALL BE PROVIDED INSIDE THE
CONTROLLER CABINET
13. TRAFFIC SIGNAL, INTERCONNECT CABLE (SIC) SHALL BE 6 -PAIR, AWG, #20 CABLE UNLESS OTHERWISE NOTED. TRAFFIC
4C IIA SIGNAL INTERCONNECT CONDUIT SHALL HAVE A MINIMUM FACTORY CONDUIT BEND RADIUS OF 36 INCH.
Ac 14. ALL COMBINATION, PEDESTRIAN AND VEHICLE SIGNAL INDICATIONS INCLUDING PV HEADS SHALL UTILIZE LIGHT
a EMITTING DIODE (LED) SIGNAL MODULES. ALL VEHICLE SIGNAL SECTION AND INDICATIONS SHALL BE 12 INCH.
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15. ALI. SIGNAL HOUSINGS. VISORS, AND BACKPLATES SHALL BE METAL. VEHICLE SIGNAL HOUSING SHALL BE PROVIDED
WITH LOUVERED BACKPLATE. A TUNNEL VISOR SHALL BE PROVIDED FOR EACH SIGNAL FACE.
16. ALL UNUSED TENONS SHALL BE CAPPED IN A WATERPROOF METHOD AS DIRECTED BY THEENGINEER.
4C 17. ALL EQUIPMENT LOCATIONS SHALL BE APPROVED BY THE ENGINEER PRIOR TO FINAL PLACEMENT.
f A U) 18. PLAN SIGNATURE IS GOOD FOR 1 -YEAR, ADDITIONAL PLAN REVIEW IS REQUIRED IF NO CONSTRUCTION BEGAN BY
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ASSESSOR'S PARCEL NUMBER;
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551-240-046
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DESCRIPTION: 14," IKON PIPE 300'
S.W_/y OF CANAL ALONG SIPHON (5' SOUTH OF HEMET CANAL" CAP
MKD. U.S.C.E. B.G. 1958
DIAL WO WORKINC ELEVATION: 1870,31 FT
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BEFORE -n FAWV �C
,DAYS BEFORE
YOU DIG YOU DIG BASIS OF BEARING:
THE CENTERLINE OF NEW CHICAGO AVENUE BEING NORTH 0'05'34" EAST
TOLL FREE 1-800-227 2600 PER TRACT NO. 2859 M,B. 50/630-61
A PUBLIC SERVICE BY SCALE�
UNDERGROUND SERVICE ALERT
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BETWEEN CLEANOUT AND SEWER MAIN,
INSTALL STANDARD CLEANOUT TYPE PVC PER LAKE HEMET
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MUNICIPAL WATER DISTRICT SEWER STD 2A (PVC)
1 r4� INSTALL 2" WATER SERVICE CONNECTION PER LAKE
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HEMET MUNICIPAL WATER DISTRICT STANDARD H-4
C�) INSTALL MANIFOLD WITH 3/4" IRRIGATION SERVICE AND V,
DOMESTIC WATER SERVICE
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PROTECT IN PLACE. ITEM NOTED PER PLAN-
N/A
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No, I Date j By
REVISIONS
Description
9
GRAPHIC SCALE
30 15 7 5 G 30
30'
Approved By.
GM/Chief Engineer — Michael A. Cow
Date:
LINCOLN AVE
FLORIDA AVE FLORIDA AVE
ACACIA E AVE__
THE LAND REFERRED TO IN THIS COMMITMENT IS SITUATED IN THE UNINCORPORATED AREA OF THE COUNTY OF
RIVERSIDE, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS:
PARCEL I:
THAT PORTION OF TRACT XI OF THE RANCHO SAN JACINTO VIEJO, AS SHOWN BY MAP OF THE PARTITION OF SAID
RANCHO SAN JACINTO VIEJO AND DESCRIBED BY THE DECREE OF THE SUPERIOR COURT OF SAN DIEGO COUNTY,
CALIFORNIA, NOVEMBER 22, 1882 AND AS SHOWN ON MAP OF SAID PARTITION UNDER SAID DECREE RECORDED
DECEMBER 8, 1882 IN BOOK 43 PAGE 161 OF DEEDS, RECORDS OF SAN DIEGO COUNTY, CALIFORNIA, SAID PROPERTY
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE INTERSECTION OF THE CENTER LINE OF FLORIDA AVENUE WITH THE EAST LINE OF SAID TRACT XI,
SAID EAST LINE ALSO BEING THE CENTER LINE OF NEW CHICAGO AVENUE;
THENCE SOUTHERLY ON 'THE EAST LINE OF SAID TRACT, 300 FEET TO THE NORTHEAST CORNER OF THAT CERTAIN
PARCEL CONVEYED TO FLEN, INC., A CORPORATION, BY DEED RECORDED AUGUST 30, 1963 AS INSTRUMENT NO. 91675 OF
OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA;
THENCE WEST ON THE NORTH LINE OF THE PARCEL SO CONVEYED TO FLEN, INC,, 183 FEET, -
THENCE NORTH PARALLEL TO THE EAST LINE OF SAID TRACT XI, 300 FEET TO THE CENTER LINE OF FLORIDA AVENUE;
THENCE EAST ON SAID CENTER LINE OF FLORIDA AVENUE, 183 FEET TO THE POINT OF BEGINNING.
EXCEPTING THEREFROM THOSE PORTIONS THEREOF IN FLORIDA AVENUE AND NEW CHICAGO AVENUE:
ALSO EXCEPTING THEREFROM THAT PORTION THEREOF CONVEYED TO THE COUNTY OF RIVERSIDE, BY DEED RECORDED
NOVEMBER 16, 1969 AS INSTRUMENT NO. 118655 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA;
ALSO EXCEPTING THEREFROM THAT PORTION THEREOF CONVEYED TO THE COUNTY OF RIVERSIDE, BY DEED RECORDED
AUGUST 15 1389 AS INSTRUMENT NO. 276305 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA.
PARCEL 2:
THAT PORTION OF TRACT XI OF THE RANCHO SAN JACINTO VIEJO, AS SHOWN BY THE PARTITION OF SAID RANCHO SAN
JACINTO VIEJO AND DESCRIBED BY THE DECREE OF THE SUPERIOR COURT OF SAN DIEGO COUNTY, CALIFORNIA,
NOVEMBER 22, 1882 AND AS SHOWN ON MAP OF SAID PARTITION UNDER SAID DECREE RECORDED DECEMBER 8, 1882 IN
BOOK 43 PAGE 161 OF DEEDS, RECORDS OF SAN DIEGO COUNTY, CALIFORNIA, SAID PROPERTY BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE INTERSECTION OF THE CENTER LINE OF FLORIDA AVENUE WITH THE EAST LINE OF SAID TRACT XI,
SAID EAST LINE ALSO BEING THE CENTER LINE OF NEW CHICAGO AVENUE;
THENCE SOUTHERLY ON THE EAST LINE OF SAID TRACT, 300 FEET TO THE NORTHEAST CORNER OF THAT CERTAIN
PARCEL CONVEYED TO FLEN, INC., A CORPORATION, BY DEED RECORDED AUGUST 30, 1963 AS INSTRUMENT NO. 91675 OF
OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA;
THENCE WEST ON THE NORTH LINE OF THE PARCEL SO CONVEYED TO FLEN, INC., 183 FEET TO THE TRUE POINT OF
BEGINNING:
THENCE NORTH PARALLEL TO THE EAST LINE OF SAID TRACT XL A DISTANCE OF 300 FEET TO THE CENTER LINE OF
FLORIDA AVENUE:
THENCE WESTERLY ALONG THE CENTER LINE OF FLORIDA AVENUE, 50 FEET,
THENCE SOUTHERLY PARALLEL TO THE EAST LINE OF SAID TRACT XI, A DISTANCE OF 300 FEET TO THE NORTH LINE OF
SAID PARCEL CONVEYED TO FLEN, INC;.;
THENCE EASTERLY ALONG THE NORTH LINE OF SAID PARCEL CONVEYED TO FLEN, INC, 50 FEET TO THE TRUE POINT OF
BEGINNING;
EXCEPTING THEREFROM THAT PORTION THEREOF CONVEYED TO THE COUNTY OF RIVERSIDE, BY DEED RECORDED JUNE
4. 1971 AS INSTRUMENT NO. 69537 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA,
INDEX OF SHEETS:
SHEET NO. DESCRIPTION
I TITLE SHEET
2 WATER AND SEWER PLAN
SEAL—EN GINEER 4241 East Jurupa Street, Suite 4 05
'I CORE STATES Ontario, CA 91761
C3*7356
CNN
Phone (909) 467-8907
WAFd N ft.� Mg ILIm Tvincint@core-eng.com
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LAKE HEMET MUNICIPAL -WATER DISTRICT
VALLE VISTA
UTILITY IMPROVEMENT PLANS
w_ ._....__. _�.....�..�....�._..._._._ __ _ �_------ TITLE SHEET
PREPARED BY: R.C.E. NO, G37356
TRAVIS P. VINCENT JR. DATE- 1 /30/19 I1,00011 9
LUP I S0006 P
Sheet
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BY CALTRANS
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CONTRACTOR TO 315VER +W
ABANDON EXISTING 1"
SERVICE AT TME COO- e7W.
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STRUCTURE
FLORIDA AVE . U7,1LITY
EX, 7 _RA FF/ C
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35'
UTYL/PY
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EXISTING PROPERTY BOUNDARY LINE
EXISTING ADJOINING PROPERTY LINE
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EXISTING ROAD CENTERLINE
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BENCHMARK:
DESCRIPTION: 1j" IRON PIPE 300'
S.W./Y OF CANAL. ALONG SIPHON (5' SOUTH OF HEMET CANAL" CAP
MKD. U.&C.E, B.& 1958
DIAL �TWO WORKINC ELEVATION: 1870.31 ET
BEFORE DAYS BEFORE
YOU DIG YOU DIG BASIS OF BEARING:
THE CENTERLINE OF NEW CHICAGO AVENUE BEING N�PTH 0*05'34" EAST
LL FREE 1-800-227-2600 PER TRACT NO, 2859 M,B. 501/60-61
A PUBLIC SERVICE BY j SCALE:
UNDERGROUND SERVICE ALERT V:
SIGNALT
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EX'. FH
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BACKFLOW PREVENTERS -
LHMWD TO INSTALL 2" HOT
TO BE INSTALLED BY
TAP FOR NEW 2" SERVICE.
OTHERS
5 CONTRACTOR TO INSTALL 2"
4
SERVICE, EXCAVATE, BACKFILL,
W- I W STREET REPAIRS, PERMITS,
AND TRAFFIC CONTROL. 4X6'
WATER METERS TO BE -
PIT IS REQUIRED FOR HOT TAP
INSTALLED BY OTHERS
66
33-
22' -- 2
6'
.LAKE HEMET IUItJNICIPAL WATER DISTRICT
Approved By:
GM/Chief Engineer — Michael A- Gown
Date:
No. I Date 1 By
I
REVISIONS
Description
1. PROPOSED STREET IMPROVEMENT WITHIN SR -74 UNDER
SEPARATE ENCROACHMENT PERMIT W! CALTRANS
2. PROPOSED STREET IMPROVEMENTS WITHIN NEW CHICAGO UNDER
SEPARATE PERMIT W/ RIVERSIDE COUNTY,
(Z)
EXISTING PROPERTY BOUNDARY LINE
EXISTING ADJOINING PROPERTY LINE
A
EXISTING ROAD CENTERLINE
C:)
PROPOSED ROAD CENTERLINE
0.
PROPOSED DITCH CENTERLINE
PROPOSED LIMITS OF BMP / DETENTION
SIGNALT
It
F, 7 6:
EX'. FH
I]
0iT�7
m
BACKFLOW PREVENTERS -
LHMWD TO INSTALL 2" HOT
TO BE INSTALLED BY
TAP FOR NEW 2" SERVICE.
OTHERS
5 CONTRACTOR TO INSTALL 2"
4
SERVICE, EXCAVATE, BACKFILL,
W- I W STREET REPAIRS, PERMITS,
AND TRAFFIC CONTROL. 4X6'
WATER METERS TO BE -
PIT IS REQUIRED FOR HOT TAP
INSTALLED BY OTHERS
66
33-
22' -- 2
6'
.LAKE HEMET IUItJNICIPAL WATER DISTRICT
Approved By:
GM/Chief Engineer — Michael A- Gown
Date:
No. I Date 1 By
I
REVISIONS
Description
1. PROPOSED STREET IMPROVEMENT WITHIN SR -74 UNDER
SEPARATE ENCROACHMENT PERMIT W! CALTRANS
2. PROPOSED STREET IMPROVEMENTS WITHIN NEW CHICAGO UNDER
SEPARATE PERMIT W/ RIVERSIDE COUNTY,
(Z)
GRAPHIC SCALE
2 1 0 1 1 0 20
V=20'
CONSTRUCTION NOTES.
-
---------------------
DESCRIPTION
DEMOLISH AND REMOVE EXISTING SEWER LINE
CAP END OF SEWER LINE PIPE ON CUSTOMERS SIDE OF PROPOSED
CLEANOUT P.I.P. EXISTING SEWER LATERAL BETWEEN CLEANOUT AND
SEWER MAIN.
INSTALL STANDARD CLEANOUT TYPE PVC PER LAKE HEMET MUNICIPAL
WATER DISTRICT SEWER STD, 2A {PVC)
n4 INSTALL 2" WATER SERVICE CONNECTION PER LAKE HEMET MUNICIPAL
WATER DISTRICT STANDARD H4
1 INSTALL MANIFOLD WITH 3/4" IRRIGATION SERVICE AND V DOMESTIC
WATER SERVICE
(6) PROTECT IN PLACE. ITEM NOTED PER PLAN
SEAL.—ENGINEER A"' 4240 East Jurupa Street, Suite 402 LAKE HEMET MUNICIPAL -WATER DISTRICT
Approved
CORE Z'S' TAT ES Ontario, CA 91761
QOFES811O
V VINC Phone (909) 467-8907
I VALLE VISTA
TVincint@core-eng,com
UTILITY IMPROVEMENT PLANS
(I rl!T 3
C37356
GROUP
WATER AND SEWER PLAN
PREPARED BY: R,C.E NO, C37356
TRAVIS P. VINCENT JR. DATE: 13D 19 --.Z- CUP11W4 0116011
Sheet 2
of
2 Sh ts.
LHMWD Dwg, #
EXISTING PROPERTY BOUNDARY LINE
EXISTING ADJOINING PROPERTY LINE
EXISTING ROAD CENTERLINE
PROPOSED ROAD CENTERLINE
PROPOSED DITCH CENTERLINE
PROPOSED LIMITS OF BMP / DETENTION
EXISTING CURB
PROPOSED CURB
PROPOSED MOUNTABLE
PROPOSED BUILDING
PROPOSED RIP RAP
PROPOSED CONCRETE
0
PROPOSED WATER STRUCTURES
PROPOSED STORM STRUCTURES
tsa 0
PROPOSED SANITARY STRUCTURES
EXISTING SANITARY STRUCTURES
EXISTING WATER STRUCTURES
EXISTING GAS MAIN
W V ___.
EXISTING WATER MAIN
E F
EXISTING UNDERGROUND ELECTRIC
EXISTING TELEPHONE
EXISTING OVERHEAD WIRES
EXISTING SANITARY
EXISTING STORM
PROPOSED STORM PIPE
IN- W-
PROPOSED WATER
-S-S--
PROPOSED SANITARY
_FM -FM-,
PROPOSED SANITARY FORCE MAIN
GRAPHIC SCALE
2 1 0 1 1 0 20
V=20'
CONSTRUCTION NOTES.
-
---------------------
DESCRIPTION
DEMOLISH AND REMOVE EXISTING SEWER LINE
CAP END OF SEWER LINE PIPE ON CUSTOMERS SIDE OF PROPOSED
CLEANOUT P.I.P. EXISTING SEWER LATERAL BETWEEN CLEANOUT AND
SEWER MAIN.
INSTALL STANDARD CLEANOUT TYPE PVC PER LAKE HEMET MUNICIPAL
WATER DISTRICT SEWER STD, 2A {PVC)
n4 INSTALL 2" WATER SERVICE CONNECTION PER LAKE HEMET MUNICIPAL
WATER DISTRICT STANDARD H4
1 INSTALL MANIFOLD WITH 3/4" IRRIGATION SERVICE AND V DOMESTIC
WATER SERVICE
(6) PROTECT IN PLACE. ITEM NOTED PER PLAN
SEAL.—ENGINEER A"' 4240 East Jurupa Street, Suite 402 LAKE HEMET MUNICIPAL -WATER DISTRICT
Approved
CORE Z'S' TAT ES Ontario, CA 91761
QOFES811O
V VINC Phone (909) 467-8907
I VALLE VISTA
TVincint@core-eng,com
UTILITY IMPROVEMENT PLANS
(I rl!T 3
C37356
GROUP
WATER AND SEWER PLAN
PREPARED BY: R,C.E NO, C37356
TRAVIS P. VINCENT JR. DATE: 13D 19 --.Z- CUP11W4 0116011
Sheet 2
of
2 Sh ts.
LHMWD Dwg, #