929n_wtD
EXWY
S T
T.
CMAL 0
PROJECT
SITE COLORADO
VICI A
NITY M
MEAD VALLEY AREA
SECTION 12, T4S, R.4W S.B.M.
i_ _z
vv3A*§zn_m
1 WATER LINE AND APPURTENANT CONSTRUCTION SHALL BE IN ACCORDANCE WITH
EMWD STANDARDS AND SPECIFICATIONS,
2. PRIOR TO CONSTRUCTION OF - PIPELINE, CONTRACTOR SHALL EXP OSE EXISTING
WATER -SYSTEM AND VERIFY ITS ELEVATION AND LOCATION. -
3. INSTALL LOCATOR WIRE OVER WATER MAIN PER STD. DWG. B-656.
4. JOINT RESTRAINERS INSTEAD OF THRUST BLOCKS SHALL BE USED ON ALL MAIN
LINE PIPE JOINTS WITHIN SPECIFIED LIMITS, AND ALL JOINTS OF WATER
APPURTENANCES LATERALS OFF MAIN LINE, PER EMWD SPECIFICATIONS AND STE
DWG. B-663.
(0. 30 m)
5. ALL P.V.C. PIPE THROUGH 12" SHALL BE TYPE C-900, CLASS 150 EXCEPT
WHERE NOTED OTHERWISE. PIPE SHALL CONFORM TO AWWA SPECIFICATIONS.
6. 'FITTINGS FOR P.V.C. PIPE SHALL BE DUCTILE OR GRAY IRON. FITTINGS SHALL B
FLANGED, BOLTED MECHANICAL JOINTS OR PUSH -ON JOINTS, AND SHALL BE
CEMENT MORTAR LINED AND TAR (SEAL) COATED PER EMWD STANDARDS AND
SPECIFICATIONS.
7. POLYETHYLENE ENCASEMENT: ALL DUCTILE OR GRAY IRON FITTINGS SHALL BE
POLYETHYLENE ENCASED AT THE TIME OF INSTALLATION PER EMWD STANDARDS
AND SPECIFICATIONS. m)
8. MINIMUM COVER OVER WATER LINE $HALL BE 3.0 FEET
K10111111111 Illorl"vikilz - I'll
AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION, CONTRACTOR
SHALL NOTIFY RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT
CONSTRUCTION SECTION AT RIVERSIDE (909) 955-6790
A. EASTERN MUNICIPAL WATER DISTRICT (909) 928-3777 (EXT. 4830).
B. UNDERGROUND SERVICE ALERT (USA) 1-.;-800-227-2600
C. SO. CALIFORNIA GAS CO. (USA) 1-800-227-2600
D. SO. CALIFORNIA EDISON CO. (USA) 1--800-2 - 27-2600
E. GENERAL TELEPHONE (USA) 1-800-227-2600
F. ALL OTHER AFFECTED UTILITIES AND PERMIT AGENCIES.
11114 1 � �! I olfllvlllllff)z��
THE TIME LIMIT ON DRAWINGS APPROVAL SHALL BE SIX (6) MONTHS FROM
THE DATE ON THE CERTIFICATION. IF CONSTRUCTION HAS NOT COMMENCED
WITHIN STATED 11ME, EMWD REQUIRES DRAWINGS TO BE REVIEWED BY THE
DEVELOPER/DESIGN ENGINEER FOR POSSIBLE CHANGES IN MASTER PLANNED
SIZING AND CHANGES IN SPECIFICATIONS AND STANDARDS.
NCH Ma
STANDARD BRASS. DISK STAMPED X 1143 1 - 961, 5.0 MILES SOUTHEAST
ALONG THE ATCHINSON, TOPEKA AND SANTA FE RAILWAY FROM THE STATI
AT ATC Or 3.8 MILES NORTHEAST OF PERRIS, 0.4 MILES NORTHWEST
OF THE CROSSING OF RIDER STREET, 0.2 MILES SOUTHEAST OF THE
CROSSING OF CAJALcb ROAD, IN THE TOP OF THE SOUTHEAST END OF
THE NORTHEAST CONCRETE HEAD WALL OF TWIN 30 -INCH PIPE CULVERTS,
14.59- FEET NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT TWO FEET
LOWER THAN THE TRACK, DATED 1970, ELEVATION= 1499.771 FT. I
�wv I mo I : -
luallu
10111`101
APPROVED:
DATE, 9 `Z,/, -42 2 -
?,Of Ess/O
qA.
w No. 33950 rn
Exp, 6-30-06
CIVIL
OF c
JOE'S 176 AND CIRCLE
SEWER, WATER AND FIRE PROTECTION
IMPROVEMENT PLANS
1. THE INSTALLATION OF THE ON-SITE FIRE SYSTEM SHALL COMPLY WITH ALL
REQUIREMENTS OF NFPA 24.
2. ALL FIRE FLOW, REQUIREMENTS, HYDRANT TYPE, NUMBER OF HYDRANTS, AND
SPACING OF HYDRANTS SHALL BE PROVIDED AS PER PLANNING APPLICATION
CONDITIONS OF APPROVAL AND/OR UNIFORM PLUMBING CODE.
3. NO COMBUSTIBLES SHALL BE BROUGHT ON SITE PRIOR TO THE ON SITE
SYSTEM BEING INSTALLED AND APPROVED BY RIVERSIDE COUNTY FIRE
DEPARTMENT.
4. THE FOLLOWING INSPECTIONS ARE REQUIRED:
1. TRENCH AND BACKFILL INSPECTION,
2. UNDERGROUND HYDROSTATIC TEST, 200 PSI FOR TWO HOURS,
3. UNDERGROUND FLUSH.
4. UNDERGROUND FINAL,
CONTACT THE RIVERSIDE COUNTY FIRE DEPARTMENT AT (909)
955-4777 AT MINIMUM OF 24 HOURS IN ADVANCE TO SCHEDULE
INSPECTIONS.
5 ANY PIPING NOT SHOWN ON THIS APPROVED PLAN IS NOT A PART OF THIS
APPROVAL. ANY ADDITIONAL PIPING THAT IS TO BE INSTALLED WILL REQUIRE
A SEPARATE PLAN SUBMITTAL REQUIRING THE APPROVAL FROM
THE RIVERSIDE- COUNTY FIRE DEPARTMENT.
6. NO JOINTS SHALL BE INSTALLED UNDER THE BUILDING.
7. BREAKAWAY SPOOLS OR BREAKAWAY BOLTS ARE REQUIRED.
8.1 ON SITE FIRE HYDRANTS, LOCATED LESS THAN FOUR FEET BEHIND THE FACE
OF CURB OR WHEN NO CURB IS PROVIDED SHALL BE PROTECTED BY GUARD
POSTS SET IN CONCRETE TO THE FOLLOWING SPECIFICATIONS- i01,6
1. CONSTRUCTION OF STEEL NOT LESS THAN 4 INCHES MM) IN
DIAMETER AND CONCRETE FILLED.
2. SPACED NOT MORE THAN 3 FEET (914 MM) BETWEEN POSTS ON
CENTER.
3. SET NOT LESS THAN 3 FEET (914 MM) DEEP IN CONCRETE FOOTING
OF NOT LESS THAN A 15 -INCH (381 MM) DIAMETER, .
4. SET WITH THE TOP OF THE POSTS NOT LESS THAN 3 FEET (914
MM) ABOVE GROUND.
5. LOCATED NOT LESS THAN 3 FEET (914 MM) FROM THE FIRE
HYDRANTS.
6. ALL GUARD POSTS SHALL BE PAINTED SAFETY YELLOW. (RUST-OLEUM
SAFETY YELLOW #2143 OR EQUIVALENT).
9, ALL FIRE HYDRANTS SHALL BE 6" X 4" X 21,x" X 234". SUPER F.H. PER
E.M.W.D. STD. B-517, WET BARREL, (COLOR CODED LIGHT BLUE), SEE
DETAIL, SHEET 3. FIELD COATING AND WRAPPING FOR EXPOSED PIPE, BOLTS
AND RODS, ETC. SHALL BE, PER E.M.W.D. SPECIFICATION AND APPROVED
MATERALS. FIRE HYDRANT LOCATION SHALL BE *IDENTIFIED BY THE
INSTALLATION OF BLUE RETRO- REFLECTIVE PAVEMENT MARKERS.
10. FIRE LINE SERVICE SHALL BE SAND BEDDED.
11. ALL PIPE SHALL BE UL LISTED FOR FIRE SERVICE SYSTEMS CLASS 200
MINIMUM.
12. PROVIDE TAMPER SWITCHES ON. ABOVE GROUND 8" DOUBLE DETECTOR CHECK
'I N STALLATI 0 N.
NOTES TO 02WIM
1 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THESE PLANS AND IN
CONFORMANCE WITH N.F.P.A. 24, RIVERSIDE -COUNTY FIRE DEPARTMENT AND
E.M.W.D.
2. APPROVAL OF THIS PLAN BY THE FIRE DEPARTMENT DOES NOT RELIEVE THE
ENGINEER OF DESIGN RESPONSIBILITY.
3. MINIMUM OF COVER OVER FIRE LINE SERVICE SHALL BE 3.0 FEET.
4. THE CONTRACTOR MAY BEGIN CONSTRUCTION ONLY AFTER A PRECONSTRUCTION
MEETING IS HELD WITH E.M.W.D., TELEPHONE (909) 928-3777.
5, ALL NECESSARY PERMITS WILL BE TAKEN OUT BY THE CONSTRUCTION
CONTRACTOR.
6. CONSTRUCTION CONTRACTOR SHALL BULKHEAD MAIN, TEST AND STERILIZE
BEFORE TIE-IN IS MADE TO E.M.W.D. SYSTEM. GAS CHLORINATION IS REQUIRED.
HYDRO-TEST=200 PSI FOR 2 HOURS, ALL IN ACCORDANCE WITH E.M.W.D.
SPECIFICATIONS.
7. CONTRACTOR SHALL NOT BACKFILL TRENCH UNTIL HE HAS. OBTAINED AS BUILT
STATIONING ON ALL STRUCTURES.
8. SYSTEMS SHALL BE FLUSHED THOROUGHLY BEFORE CONNECTION Is MADE TO
EXISTING SYSTEM STUBOUTS. FLUSH SHALL BE WITNESSED BY A E.M.W.D.
INSPECTOR.
9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO
APPLY TO THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT
SECTION, FOR AN ENCROACHMENT PERMIT, FOR ALL WORK ON EXISTING COUNTY
MAINTAINED ROADS.
alilamum
FIRE CERTIFICATIOINT APPROVAL BY THE TRANSPORTATION DEPARTMENT
L_w,F_JR.F_9-y__5lA w9_0111M imp IS FOR I THE AREA WITHIN ROAD RIGHT OF WAY ONLY
WITHIN THIS PROJECT IS IN ACCORDANCE WITH THE
REQUIREMENTS PRESCRIBED BY THE RIVERSIDE COUNTY
FIRE DEPARTMENT.
APPROVED:
JOHN W. CANTY, RCE No./7550 DATE DATE:
PREPARED UNDER THE SUPERVISIOV-0f-.
TRANSPORTATION DEPARTMENT
APPROVED BY:
'eo/Ir
DATE
N0. 17550
w Exp. 6-30-05 J@KN W. CANlY
CMLDATEz,-;�-/X.0 /a
REGISTERED CIVIL ENGINEER No. 17550
EXPIRATION DATE: 6-30-05
NOTE:
WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE
UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT
HAS BEEN ISSUED.
CANTY ENGINEERING GROUP, INC.
c c CIVIL ENGINEERING - PLANNING - SURVEYING
2020 IOWA AVENUE, SUITE 102, P.O. BOX 52050, RIVERSIDE, CA 92517
TEL (909) 683 - 5234 FAX (909) 683 - 5301
DRESS f3 ER
19248 HARVILL AVENUE FAYEZSEDRAK
PERRIS,CA 92570 2337 NORCO DRIVE
NORCO, CA 92860
(909) 320-6133
ARM 317-110-028 TME" DIESCHMIRM
PARCEL No. 27 OF PM 24110
RECORDED IN PMB 165/11-18
170.5 PRESSURE ZONE
MARK I REMSIONS APPR. DATE JOE'S '76 AND CIRCLE K
IP 020078, CUP # 3320
SEWER, WATER - & FIRE PROTECTION
IMPROVEMENT PLANS
TITLE SHEET W.O.
DESIGNED BY: ABI DRAWN BY. MM CHECKED BY. JWC 1705 PRESSURE ZONE FOR: FAYEZ SEDRAK 1227-001
CONSTRUCTION KQTES; QUANTITIJES
(D
HOT TAP EXISTING 24" WATERLINE � ML&C) WITH 24"X8*0
SADDLE OUTLET CONNECTION WITH RSGV (FxF) AND
8
8" D.I. ADAPTER (FxH),-BY EMWD AT DEVELOPER'S
EXPENSE. THRUST BLOCK BY CONTRACTOR - - - - - - - - - - - - - - - - - - -
1 EA.
8" PVC.C900, CIL 200 FIRE LINE-----------------------------
363 L.F.
8" DOUBLE CHECK DETECTOR ASSEMBLY PER CLA-VAL MODEL
DD8L, OAE. ABOVE GROUND INSTALLATION PER STD, B-657.
PROVIDE 2-8" ADAPTERS (FxH) AND 4-8"X90' D.I. ELLS
(FxF) AND 2-8" D.I. FLG'D SPOOLS TO COMPLETE INSTALLATION— - - - - - -
1 EA.
PROVIDE 2 -, THRUST BLOCKS.
6"X4"X2-2%" SUPER FIRE HYDRANT PER STD. 8-517- -- - - - - - - - - - - - - -
2 EA.
8"X90- DUCTILE IRON ELL (HxH) WITH THRUST BLOCK- - - - - - - - - - - - --- -
2 EA.
4" PVC C900, CL. 150'WATERLINE- - - - - - - - - - - - - - - - - - - - - - -
91 L.F.
3" PVC SCHEDULE 40. WATERLINE - - - - - - - - - - - - - - - - - - - - - -
246 L.F.
2" PVC SCHEDULE 40 WATERLINE - - - - - - - - - - - - - --- - - - - - - - -
272 L.F.
ix".;,REDUCED PRESSURE BACKFLOW PREVENTER, CLA-VAL
MODEL RP -2, 'OAE - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
1 EA.
@
1%" METER AND BOX, SENSUS MODEL W-120 DRS (FxF), OAE- ---- - - - - - - -
2 EA.
(D
2" METER. AND BOX, SENSUS MODEL W-160 DRS (FxF), OAE- - - - - - -
1 EA.
@
2" DOUBLE CHECK BACKFLOW PREVENTER, PER CLA-VAL
MODEL DC6L, OAE--- - - ------------ - - - - - - - - - - - - - -
2 EA.
13
WELD ON 1 %" STEEL OUTLET (PE x THR'D.) TO EXISTING
4" CML&C WATER LATERAL, 1 %" VALVE (SCREWED) & BOX,
PROVIDE REDUCER BUSHING TO MATCH METER - - - - - - - - - - - - -- - - - - -
2 EA,
14
PROVIDE 1" CAP-- - - - - - - - - - - - - - - - - - - - - -
2 EA.
15
WELD -ON 4" TEE TO EXISTING 4" CML&C WATER LATERAL AND
PROVIDE THE NECESSARY ADAPTERS AND FITTINGS FOR METER
CONNECTIONS------------------------------ - - - - - - - - - - - -
1 EA.
16
6" PVC SDR -35 SEWER PIPE-- - - - - - - - - - - - - - - - - - - - - - - - -
322 L.F.
4" PVC SDR -35 SEWER PIPE-----, -- - - - - - - - - - - - - - - - - - - -
247 L.F.
18
48" I,D. PRECAST REINFORCED CONCRETE MANHOLE
PER STD. SB -53 & 61 - - - - - - - - - - - - - - - - - - - - - - - - - - -
1 EA.
19
SEWER CLEANOUT PER STD. SB -52 -- - - - - - - - - - - - - - - - - - - -
4 EA.
1" METER AND BOX, SENSUS MODEL SIR It, OAE - - - - - - - - - - - - - -
2 EA.
21
I" REDUCED PRESSURE BACKFLOW PREVENTER, CLA-VAL MODEL RP -2, OAE---'--
2 EA.
@
PROVIDE 2,200 GAL OIL -WATER SEPARATOR/ RECLAIM
TANK (CLARIFIER) PER UTILITY VAULT COMPANY MODEL 612 -SA, OAE- -- - - - - - -
1 EA.
INSTALL BLUE RETROREFLECTIVE MARKERS, (TYPICAL OF 2)-
4 EA.
NOTE: OAE- OR APPROVED EQUAL
FIRE CERTIFICATIOINT APPROVAL BY THE TRANSPORTATION DEPARTMENT
L_w,F_JR.F_9-y__5lA w9_0111M imp IS FOR I THE AREA WITHIN ROAD RIGHT OF WAY ONLY
WITHIN THIS PROJECT IS IN ACCORDANCE WITH THE
REQUIREMENTS PRESCRIBED BY THE RIVERSIDE COUNTY
FIRE DEPARTMENT.
APPROVED:
JOHN W. CANTY, RCE No./7550 DATE DATE:
PREPARED UNDER THE SUPERVISIOV-0f-.
TRANSPORTATION DEPARTMENT
APPROVED BY:
'eo/Ir
DATE
N0. 17550
w Exp. 6-30-05 J@KN W. CANlY
CMLDATEz,-;�-/X.0 /a
REGISTERED CIVIL ENGINEER No. 17550
EXPIRATION DATE: 6-30-05
NOTE:
WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE
UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT
HAS BEEN ISSUED.
CANTY ENGINEERING GROUP, INC.
c c CIVIL ENGINEERING - PLANNING - SURVEYING
2020 IOWA AVENUE, SUITE 102, P.O. BOX 52050, RIVERSIDE, CA 92517
TEL (909) 683 - 5234 FAX (909) 683 - 5301
DRESS f3 ER
19248 HARVILL AVENUE FAYEZSEDRAK
PERRIS,CA 92570 2337 NORCO DRIVE
NORCO, CA 92860
(909) 320-6133
ARM 317-110-028 TME" DIESCHMIRM
PARCEL No. 27 OF PM 24110
RECORDED IN PMB 165/11-18
170.5 PRESSURE ZONE
MARK I REMSIONS APPR. DATE JOE'S '76 AND CIRCLE K
IP 020078, CUP # 3320
SEWER, WATER - & FIRE PROTECTION
IMPROVEMENT PLANS
TITLE SHEET W.O.
DESIGNED BY: ABI DRAWN BY. MM CHECKED BY. JWC 1705 PRESSURE ZONE FOR: FAYEZ SEDRAK 1227-001
12' DECELERATION LANE
PER TRANSPORTATION 6,4.6 40'
REQUIREMENTS
N54*34'02"W270.41' '-pRO,g.
A
-0
16. if
-1 4 Q Q^f
BUL G P IT -NN
C%4 - CIL
No R 0 09
C�A� ASH 116
15.70
A- 50- 15.20 FS
-pi 15.00FS
CLARIFIER
it, i @
0
M/M
E
LO
S
co
(0 wor
C)
C,4
m
EXITING LIGHT POLE,
TRAFFIC
I
N
I
t1A It
JACK INTHE BOX
1 6 0 F
mum
cn
Of
16
U
NEW CURB
GUTTER
STORE (OR
SIDEWALK
17-1
L LAUNDRO
(UNKNOWN)
-
C:)
A/
lr
m
EXITING LIGHT POLE,
TRAFFIC
I
N
I
t1A It
JACK INTHE BOX
1 6 0 F
9
WATER LINE
48'
110
co
-8" FIRE LINE
101
I
CIRCLE K
Z "TORE
3, 6 0 0 S")F
11&130 FF
11 6
RETAIL STORE
OR
LAUNDROMAT
3,200 SF
8.30 FF
%%Ctl
H
9-
L
CONSTRUCTION. NQTES:
HOT TAP EXISTING 24" WATERLINE (CML&C) WITH 24"X8"
SADDLEOUTLET CONNECTION WITH 8" RSGV (FxF) AND
8- D.I. ADAPTER (FxH),-BY EMWD AT DEVELOPERS
EXPENSE. THRUST BLOCK BY CONTRACTOR
8" PVC 0900, CL 200 FIRE LINE
8" DOUBLE CHECK DETECTOR ASSEMBLYPER CLA-VAL MODEL
DD8L, OAE. ABOVE GROUND INSTALLATION PER STD. B-657.
.PROVIDE 2-8" ADAPTERS, (FxH) AND 4-8"X90' D.I. ELLS
(FxF) AND 2-8- D.I. FLG D SPOOLS TO COMPLETE INSTALLATION
PROVIDE 2 - THRUST BLOCKS.
6"X4"X2-2%" SUPER FIRE HYDRANT PER STD. B-517
8"X90- 'DUCTILE IRON ELL (HxH) WITH THRUST BLOCK
4" PVC 0900, CL. 150 WATERLINE
3" PVC SCHEDULE 40 WATERLINE
20 PVC SCHEDULE 40 WATERLINE
ilx" REDUCED PRESSURE BACKFLOW PREVENTER, CLA-VAL
MODEL RP -2, OAE
10 1%" METER AND BOX, SENSUS MODEL W-120 DRS (FxF), OAE
11 2" METER AND BOX, SENSUS MODEL W-160 'DRS (FxF), OAE
@ 2" DOUBLE CHECK BACKFLOW PREVENTER, PER CLA-VAL
MODEL DCL, OAE
@ WELD ON 1%" STEEL OUTLET PE x THRD.) TO EXISTING
4" CML&C WATER LATERAL, 1 " VALVE (SCREWED) & BOX,
PROVIDE REDUCER BUSHING TO MATCH METER
14 PROVIDE PROVIDE 1 " CAP
@ WELD ON 4" TEE TO EXISTING 4" CML&C WATER LATERAL AND
PROVIDE THE NECESSARY ADAPTERS AND FITTINGS FOR METER
CONNECTIONS
16 6" PVC SDR -35 SEWER PIPE
17 4" PVC SDR -35 SEWER PIPE
@ 48" I.D. PRECAST REINFORCED CONCRETE MANHOLE
PER STD. SB -53 & 61
19 SEWER CLEANOUT PER STD. SB -52
@ 1" METER AND BOX, SENSUS MODEL SIR 11, OAE
21 1" REDUCED PRESSURE BACKFLOW PREVENTER, CLA-VAL,MODEL RP -2, OAE
PROVIDE 2,200 GAL OIL -WATER SEPARATOR/ RECLAIM
TANK (CLARIFIER) PER UTILITY VAULT COMPANY MODEL 61 -2 -SA, OAE
INSTALL BLUE RETROREFLECTIVE MARKERS, -(TYPICAL OF 2)
NOTE: OAE= OR APPROVED EQUAL
EQ!E_X
CONTRACTOR SHALL FIELD DETERMINE THE SIZE, LOCATION AND
DEPTH OF EXISTING UTILITY LINES AT THE POINT OF CONNECTION
PRIOR TO COSTRUCTION,
NOTE "Els'
THE CURRENT SIZE OF THE METER AND BACKFLOW PREVENTION
ASSEMBLY SERVING THE CAR WASH, CIRCLE K AND STORE, SHALL
UPSIZED IF THE POTABLE WATER DEMAND FOR THE PROPOSED STORE
(OR LAUNDROMAT) IS GREATER THAN 80 GALLONS PER MINUTE.
SIGNAL lu�_j 7-20&
=-z 16.25FS
NOTE
T
16 7OFS AFTER THE aEPTH OF THE EXISTING SEWER LATERAL NAS BEEN
95� —n' 75 (D) r
FIELD DETERMINED, THE ENGINEER WILL CALCULATE ITS SLOPE AND
lol LANDSCAPE SETBACKn ILI 60 1
r SEE NOTE "A _cN SUBSEQUENTLY REVISE THE SEWER INVERT GRADE AT THE MANHOLE
AND THE REMAINING INVERT ELEVATIONS SHOWN ON THE SEWER LINE.
155' 1411 12 2' (R/W LINE
.)
255.96' 21 1 91 4 SEE NnNOTE"p" 1519.0 CG (U.GEXIST 6' SIDEWALK
=CULA TE THRUST BLOCK BR NC AREA
DEFINITIONS: PSF= POUNDS PER SQUARE FOOT
EXIST 4" WATER EXIST 6" LATERAL
_b
PSI= POUNDS PER SQUARE INCH SERVICE
BA= BEARING AREA (SQUARE FEET)
00
SBP= SOIL BEARING PRESURE IN PSF 19+63.68 HARVILL AVENUE 17+30.68
T= THRUST IN POUNDS =844+94.27 CAJALCO EXPRESSWAY
I C/L EXIST TERMINUS 1510.74 BWL EXIST 8" VCP SEWER PER P.M. No. 24110,
DESIGN CRITERIA. SOIL BEARING PRESSURE= 1500 PSF I MH PER SB -58 1 1498.23 TSW -11866
TEST PRESSURE= 200 PSI I - - - - - - - - - - - SHEET 8 OF 14, D
HARVILL AVE. --------
THRUST BLOCK TABLE 118 1497.55 IE 17 ,,N54*34'02"W 16
PIPE T= PA T=2PA (.707111)
DIAEND 90*
8"
S.D.
THRUST (T) 10,053 14,217
BA 6.7 9.5 17+76.00
18+66.01 EXIST 4" WATER 1 15+24.68
EX. 6" SUPER F.H. SERVICE (A-534) 15110 EX. 6" SUPER F.H.
SEWER/WATER APPROVED BY: . . . . . SHEET 8 OF 14, D-11866__._.__..
__CEXIST 24" W.L. PER P.M. No. 24110, . . .
- - - - - - - - - - - - - - - - - - - - - - - - - - - _..,._.___..w.__--_-_ - - - - - - - - - - --- i — - - - - - - - - - - - - - -- - - - - - - - - - - - - - -
EASTERN MUNICIPAL WATER OISTRICT
17+23.00 HOT -TAP EXIST 24" W.L.
NOTF_-ff'
(CML&C) WITH24-X8" SADDLE OUTLET
CIVIL ENGINEER OF SUBDIVISIONS DATE APPROVAL. 13Y THP- -TRANSPORTATION DEPAP,7MENT CONNECTION AND 8**' RSGV (FXF) AND
INITIAL DATE IS FOR T4E AREA WITHIN ROAD R16H-r OF WAY OWLl� 8" D.J. ADAPTER (FXH),-BY E.M.W.D.
PROJECT ENG. AT DEVELOPER'S EXPENSE. THRUST
BLOCK BY CONTRACTOR
At — r— M U V LZZ) INSPECTION
WTR. OPERATIONS
JSWR. OPERATIONS
D9�Lof IE--SS191v.
�1'1
z;
NO. 33950
Exp. 6-30-06
DIAL TWO WORKING
BEFORE DAYS BEFORE CIVIL
YOU DIG YOU DIG
TOLL FIREE A PUBLIC SERVICE BY 1-80 OF cp, \1
PREPARED UNDER THE SUPERVISION OR
TRANSPORTATION DEPARTMENT
"4
APPROVED BY:
No. 17550
Jon
Exp. 6-30-05
Nly
JTRN W. CA
CML
i DATE,
1A� A , 5jL
DATE
•REGISTERED CIVIL ENGINEER No. 17550
TRANspo4ig�61sl PEPT, EXPIRATION DATE: 6-30-05
RI RSIDE COUNTY. CA
c
RING
CANTY ENGINEE•GROUP, INC. c CIVIL ENGINEERING - PLANNING - SURVEYING
2020 IOWA AVENUE, SUITE 102, P.O. BOX 52050, RIVERSIDE, CA 92517
TEL (909) 683 - 5234 FAX (909) 683 - 5301
SEE TITLE SHEET
mum
16
FS FS
STORE (OR
40
17-1
L LAUNDRO
(UNKNOWN)
-
c-
JACK IN
50
THE BOX.
(1 ME ER)
BULDING PERMIT
No*S BNR 010207 & 08
CANOPY
n 19.95
LOM/
ISLAND
16.10FS
56'
Cff�:Eb,
79'
34'02"W
I
16.35 FS
NEI
17
C14
35'
26'
PO)
PROPOSED
uA
GREASE
INTERCEPTOR
(BY OTHERS)
Lv4s==
16'
N54�34'02"W
co
L -
16
-7 rAT^
9
WATER LINE
48'
110
co
-8" FIRE LINE
101
I
CIRCLE K
Z "TORE
3, 6 0 0 S")F
11&130 FF
11 6
RETAIL STORE
OR
LAUNDROMAT
3,200 SF
8.30 FF
%%Ctl
H
9-
L
CONSTRUCTION. NQTES:
HOT TAP EXISTING 24" WATERLINE (CML&C) WITH 24"X8"
SADDLEOUTLET CONNECTION WITH 8" RSGV (FxF) AND
8- D.I. ADAPTER (FxH),-BY EMWD AT DEVELOPERS
EXPENSE. THRUST BLOCK BY CONTRACTOR
8" PVC 0900, CL 200 FIRE LINE
8" DOUBLE CHECK DETECTOR ASSEMBLYPER CLA-VAL MODEL
DD8L, OAE. ABOVE GROUND INSTALLATION PER STD. B-657.
.PROVIDE 2-8" ADAPTERS, (FxH) AND 4-8"X90' D.I. ELLS
(FxF) AND 2-8- D.I. FLG D SPOOLS TO COMPLETE INSTALLATION
PROVIDE 2 - THRUST BLOCKS.
6"X4"X2-2%" SUPER FIRE HYDRANT PER STD. B-517
8"X90- 'DUCTILE IRON ELL (HxH) WITH THRUST BLOCK
4" PVC 0900, CL. 150 WATERLINE
3" PVC SCHEDULE 40 WATERLINE
20 PVC SCHEDULE 40 WATERLINE
ilx" REDUCED PRESSURE BACKFLOW PREVENTER, CLA-VAL
MODEL RP -2, OAE
10 1%" METER AND BOX, SENSUS MODEL W-120 DRS (FxF), OAE
11 2" METER AND BOX, SENSUS MODEL W-160 'DRS (FxF), OAE
@ 2" DOUBLE CHECK BACKFLOW PREVENTER, PER CLA-VAL
MODEL DCL, OAE
@ WELD ON 1%" STEEL OUTLET PE x THRD.) TO EXISTING
4" CML&C WATER LATERAL, 1 " VALVE (SCREWED) & BOX,
PROVIDE REDUCER BUSHING TO MATCH METER
14 PROVIDE PROVIDE 1 " CAP
@ WELD ON 4" TEE TO EXISTING 4" CML&C WATER LATERAL AND
PROVIDE THE NECESSARY ADAPTERS AND FITTINGS FOR METER
CONNECTIONS
16 6" PVC SDR -35 SEWER PIPE
17 4" PVC SDR -35 SEWER PIPE
@ 48" I.D. PRECAST REINFORCED CONCRETE MANHOLE
PER STD. SB -53 & 61
19 SEWER CLEANOUT PER STD. SB -52
@ 1" METER AND BOX, SENSUS MODEL SIR 11, OAE
21 1" REDUCED PRESSURE BACKFLOW PREVENTER, CLA-VAL,MODEL RP -2, OAE
PROVIDE 2,200 GAL OIL -WATER SEPARATOR/ RECLAIM
TANK (CLARIFIER) PER UTILITY VAULT COMPANY MODEL 61 -2 -SA, OAE
INSTALL BLUE RETROREFLECTIVE MARKERS, -(TYPICAL OF 2)
NOTE: OAE= OR APPROVED EQUAL
EQ!E_X
CONTRACTOR SHALL FIELD DETERMINE THE SIZE, LOCATION AND
DEPTH OF EXISTING UTILITY LINES AT THE POINT OF CONNECTION
PRIOR TO COSTRUCTION,
NOTE "Els'
THE CURRENT SIZE OF THE METER AND BACKFLOW PREVENTION
ASSEMBLY SERVING THE CAR WASH, CIRCLE K AND STORE, SHALL
UPSIZED IF THE POTABLE WATER DEMAND FOR THE PROPOSED STORE
(OR LAUNDROMAT) IS GREATER THAN 80 GALLONS PER MINUTE.
SIGNAL lu�_j 7-20&
=-z 16.25FS
NOTE
T
16 7OFS AFTER THE aEPTH OF THE EXISTING SEWER LATERAL NAS BEEN
95� —n' 75 (D) r
FIELD DETERMINED, THE ENGINEER WILL CALCULATE ITS SLOPE AND
lol LANDSCAPE SETBACKn ILI 60 1
r SEE NOTE "A _cN SUBSEQUENTLY REVISE THE SEWER INVERT GRADE AT THE MANHOLE
AND THE REMAINING INVERT ELEVATIONS SHOWN ON THE SEWER LINE.
155' 1411 12 2' (R/W LINE
.)
255.96' 21 1 91 4 SEE NnNOTE"p" 1519.0 CG (U.GEXIST 6' SIDEWALK
=CULA TE THRUST BLOCK BR NC AREA
DEFINITIONS: PSF= POUNDS PER SQUARE FOOT
EXIST 4" WATER EXIST 6" LATERAL
_b
PSI= POUNDS PER SQUARE INCH SERVICE
BA= BEARING AREA (SQUARE FEET)
00
SBP= SOIL BEARING PRESURE IN PSF 19+63.68 HARVILL AVENUE 17+30.68
T= THRUST IN POUNDS =844+94.27 CAJALCO EXPRESSWAY
I C/L EXIST TERMINUS 1510.74 BWL EXIST 8" VCP SEWER PER P.M. No. 24110,
DESIGN CRITERIA. SOIL BEARING PRESSURE= 1500 PSF I MH PER SB -58 1 1498.23 TSW -11866
TEST PRESSURE= 200 PSI I - - - - - - - - - - - SHEET 8 OF 14, D
HARVILL AVE. --------
THRUST BLOCK TABLE 118 1497.55 IE 17 ,,N54*34'02"W 16
PIPE T= PA T=2PA (.707111)
DIAEND 90*
8"
S.D.
THRUST (T) 10,053 14,217
BA 6.7 9.5 17+76.00
18+66.01 EXIST 4" WATER 1 15+24.68
EX. 6" SUPER F.H. SERVICE (A-534) 15110 EX. 6" SUPER F.H.
SEWER/WATER APPROVED BY: . . . . . SHEET 8 OF 14, D-11866__._.__..
__CEXIST 24" W.L. PER P.M. No. 24110, . . .
- - - - - - - - - - - - - - - - - - - - - - - - - - - _..,._.___..w.__--_-_ - - - - - - - - - - --- i — - - - - - - - - - - - - - -- - - - - - - - - - - - - - -
EASTERN MUNICIPAL WATER OISTRICT
17+23.00 HOT -TAP EXIST 24" W.L.
NOTF_-ff'
(CML&C) WITH24-X8" SADDLE OUTLET
CIVIL ENGINEER OF SUBDIVISIONS DATE APPROVAL. 13Y THP- -TRANSPORTATION DEPAP,7MENT CONNECTION AND 8**' RSGV (FXF) AND
INITIAL DATE IS FOR T4E AREA WITHIN ROAD R16H-r OF WAY OWLl� 8" D.J. ADAPTER (FXH),-BY E.M.W.D.
PROJECT ENG. AT DEVELOPER'S EXPENSE. THRUST
BLOCK BY CONTRACTOR
At — r— M U V LZZ) INSPECTION
WTR. OPERATIONS
JSWR. OPERATIONS
D9�Lof IE--SS191v.
�1'1
z;
NO. 33950
Exp. 6-30-06
DIAL TWO WORKING
BEFORE DAYS BEFORE CIVIL
YOU DIG YOU DIG
TOLL FIREE A PUBLIC SERVICE BY 1-80 OF cp, \1
PREPARED UNDER THE SUPERVISION OR
TRANSPORTATION DEPARTMENT
"4
APPROVED BY:
No. 17550
Jon
Exp. 6-30-05
Nly
JTRN W. CA
CML
i DATE,
1A� A , 5jL
DATE
•REGISTERED CIVIL ENGINEER No. 17550
TRANspo4ig�61sl PEPT, EXPIRATION DATE: 6-30-05
RI RSIDE COUNTY. CA
c
RING
CANTY ENGINEE•GROUP, INC. c CIVIL ENGINEERING - PLANNING - SURVEYING
2020 IOWA AVENUE, SUITE 102, P.O. BOX 52050, RIVERSIDE, CA 92517
TEL (909) 683 - 5234 FAX (909) 683 - 5301
SEE TITLE SHEET
20 10 0 20 40 60
SCALE 1 t.
ry 'S 76 AND CIRCLE K
IP___ 020078, CUP # 3320
SEWER, WATER & FIRE PROTECTION
IMPROVEMENT PIANS
1227-001
DESIGNED BY: ABI DRAWN BY: MM CHECKED BY. JWC 1705 PRESSURE ZONE FOR: FAYEZ SEDRAK
mum
STORE (OR
40
L LAUNDRO
(UNKNOWN)
JACK IN
50
THE BOX.
(1 ME ER)
20 10 0 20 40 60
SCALE 1 t.
ry 'S 76 AND CIRCLE K
IP___ 020078, CUP # 3320
SEWER, WATER & FIRE PROTECTION
IMPROVEMENT PIANS
1227-001
DESIGNED BY: ABI DRAWN BY: MM CHECKED BY. JWC 1705 PRESSURE ZONE FOR: FAYEZ SEDRAK
ii. APPROVED
*r'D .EASTERN ..
SEWE
MUNICIPAL
CIVIL, ENGINEER OF :e s DATE
APPROVALS Pr
FH USE EMWD APPROVED FIRE J
NEA D •
s
(SEE LEFT FOR OUTLET
it
OU ET"•
OUTLET DRIENTA TION
USE H! y N
VA L VE A r END
OF LINE WHEN
NO TES` I
REG I RED
CA JAS" T IRON
TEE
A�
� i+ry ,pr. •s. � r yr� w. +w
COAfCRE TE THRUS T +
PER EMWD DWG 8-407
THRUST BLOCK AND +
PHYSICALSUPPORT SHALL BE POURED
SEPARA TEL Y AND NA VE A
NOTE:
AP \IAL f5Y THE TFAWSPOWFAil R DE.P4,RTMENT
Is TIC— AREA WITWO ROAD RIGHT OF WAY ONL-t
♦
TRANSPORTATION
L!k M a■
APPROVED
A
No. 33950
Exp. 6-30-06
�. r.CIVIL
1 iwIMIMM � �.
YOU ♦ r # �uDATE
• :} {�
e311TRANSPOR lAf ZVEP
UNDERGROUND aALERT RIVERSIDECOUNTY,
NOTA`. ALL CAP A OPERA TOR NUTS
TO SE 1-118* FACE TO POINt
PLASTIC CAPS WITH
iwCHA INS 8 RINGS
FINISH GRADE,
r
6 FLANGED Cl 9 • ,
CURB / # ONE END-
kw
AND 6-314"BOL THOLES OTHER
b % 12M 01 4►* LONG (CEMENT MORTAR LINEDI
SEE NOTE -6
+iR..10 THICK
�.
CONCRETE. SUPPORT RING
CLASS *Cw CONCRETE*
G f FLANGE
AND
w: DETAIL p.
LENGTH CAST WITH 8-718' BOLT HOLES x G"
IRON
# HYDRANT
BURY .AIR..
SEE NO
VARIES
NOTE 6
VARIES
RINGrITE
.RY YAF P
FLANGED
GATE
x
VALVE ILII �
R BUT
t
Fl
Imam
6' AC, PVCp OR DI PIPE
\Ni
CONCRE TE GA TE VAL. VE SUPPORT
SHALL BE POURED AVOID
BOL
AR
PREPARED UNDER THE SUPERVISION OF:
e�QfE3SJpN
'zco
a
No. 17550 Z
c5
0 Exp. 6-30-05 z JQKN W CAMY
4�r CIML DATE: j O s.--
�Tf OF A4gg
REGISTERED CIVIL ENGINEER No. 17550
EXPIRATION DATE: 6_30-05
r'
4 SO FT OF BEARINC AREA ,.
BOTH 150 AND 200 CLASS PIPE
AGAINST UNDISTURBED EART14 WITH
SOIL BEARING PRESSURE EOUAL TO
3000 j
YY� p R DIFFERENT RBEARING PRESSURE SEE EMWD STDDWO B-407.
ci► - -O
CIVIL ENGINEERING - PLANNING - SURVEYING
2020 iowA AVENUE, SUITE 102, P.O. BOX 52050, RIVERSIDE, CA 92517
SEE TITLE SHEET
't
%GENERAL NO TES
1. PAINTS:
HYDRANT TOPS AN#o
NOZZLE CAPSo 1500 GPM OR,,GREATER,
TO BE
LIGHT BLUEo
HYDRANT TOPS AND NOZZLE CAPS, /000 GPM rO 14,93 GPM,
# BE
GREEN.
HYDRANT TOPS AND NOZZLE CAP5v 500 GPM TO 99.9 OPM,
TO BE
,� NOZZLEs x
TO BE ...
2. USE THRUST BLOCKS PER 11-407 FOR ACP. USE RESTRAINED
JOINTS PER B -66J FOR PVC AND DucrxE mom cowRErE
FOR THRUST SLOCi<S ANO suppoRrs TO BE CLASS "C"
♦!►# PSI) CONCRETE.
J. ALTERNATE MA rERIALS MAY BE USED W14EN SPECIFIED.
4. FIRE iffDRANT LOCA TIONS:
A. W HYDRANT
• a ' : * PLACED:
1. r BEHIND M FACE WHEN WIDTH SIDEWALK
ORM -. +►.
i
2. YY BEHIND
CURB iSIDEWALK
IS Rk
J. 71 6w BEHIND *„ FACE WHEN THERE 15 NO
M ww WITHIN s, RIGHT-OF-WAY
•a CURBS OR
SIDEWALKS ARE PROPOSED.
OTHER8. FIRE HYDRANT TO BE I FT BACK FROM INTERSECTION OF
SIDEWALK WITH CORNER APRON.
THAN S7REEt INTERSECTIONS FIRE HYDRANrS TO
YM
E*ON LOT LINES.
5. FIELD COATING AND WRAPPING FOR EXPOSED PIPE SHALL BE PER
EMWO SPECIFICATIONS AND APPROVED MATERIALS.
15. LEmorH OF Y: * r, O BE DETERMINED BY
DIFFERENCE CR
w
THE PIPELINE OUTLET AND THE f
P OF 'rHE CURB, LESS THE
LENGTH FOR THE FIRE
HYDRANT
RRB
r
RISER EXCEEDS
ONE FOO r L
ONGER BUR Y.
UNDER
NOTE 8 ABOVE* ADO RISER
TO ALLOW
.
SIDEWALK Or
i� A MINIMUM OF 3 FT CLEAR SPACE SHALL B MAI)VrAINED
AROUND CIRCUMFERENCE
IR• °` HYDRANT.
• AND CIRCLE K
-20
IP
• i
�..
IMPROVEMENT
PLANS