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GENERAL NOTES ABBREVIATIONS LEGEND - DRAWING INDEX
EXISTING O FUT'UR'E TO BE CONSTRUCTED
1) ALL SEWER MANHOLE STUBS SHALL BE SEALED 8) 48-HOURS PRIOR TO EXCAVATION NEAR THEIR
BY A CAP OR HTOPPEE OF THE SAME MATERIAL AS FACTLTTI , NOTIFY- A.A._S.H_T_0 AMERICAN ASSOCIATION OF STATE HIGHWAY & TRANSPORTATION OFFIC rA " A_ Pavement - we
C. P f - _ Mp ,
THE PIPE. THE STOPPER OR CAP SHALL BE IN- A.C.P. . _ ASSES TOS CEMENT PIPE !---: .
,�
CITY OF ONTARIO Pavement - Manhole SHEET
STALLED IN A MANNER SUCH THAT IT MAY BE RE- - A.S.T.M. . . _. AMERICAN SOCIETY FOR TESTING MATERIALS
MOVED WITHOUT DAMAGING THE PIPE. 'THE CAP 303 EAST "B" STREET AVE AVENUE Curb -�� —" Vault 1—..
SHALL MAINTAIN A WATERTIGHT SEAL. ONTARIO, CALIFORNIA 9176L BLVD BOULEVARD p —^--
t 1 - NO. TITLE
7E,, HOIVE ( 714) 986-1151 .C.C. Curb and Gutter Jacked Casing r
1 LEGEND, GENERAL NOTES, ABBREVIATIONS., DRA:1-NG
2) THE CONTRACTOR SHALL BE RESPONSIBLE FOR TY 7 Sanitary Sewer S R.C.Encasement :`cr4 INDEX, VICINITY MAP, AND INDEX MAP
CI 0. I ERRA'NA CAI,-MANS_ - . , . .. , .STATE OF CALIFORNIA., DEPARTMENT OF TRANSPORTATION
TES RESETTING OF ANY SURVEY MONUMENTS, STRt;�.T • 8353 SIERRA AVENUE • C.B M W D CHINO BASIN MUNICIPAL WATER DISTRICT N R W Sewer NRS`'-' Contour ---e:,7 ---....... 2 FLAN AND. PROFILE STA 276+44.88 TO STA 2$6
CENTERLINE MONUMENTS, OR BENCH MARKS WHICH FONTANA, cALIFaRNIA 92335 g, CENTERLINE _
ARE DISTURBED DARING CONSTRUCTION WHETHER TELEPHONE (714 t 823-3411 Sewer Manhole -'
_
C.L.F CHAIN LINK FENCE 3 PLAN AND PROFILE STA 286 to STA 305
_ THEY ARE SHOWN OE THE PLANS OR NOT. SO.CALIF.GAS COMPANY-DISTRIBUTION FACILITITS C,M P CORRUGATED METAL PIPE Sl��
4 PLAN AND PROFILE STA 305 TO STA 325
3) v12RIFIN:i� CLAY PIPE BH;��DING SHOWN ON 570 STREET, P.G. BOX 6226 Sform Drain ,
SAF BE iNABialN� CALIFORNIA 92408 D I P DUCTILE IRON PIPE
THE PLAN AND PRGFILE SRNs IS BASED UPON EL ELEVATION Water main w 5 PLAN AND PROFILE STA 325 TO STA 342
TELEPHONE (714) 884-9411 or (800) 422-4133
A CASE 1 OR CASE 2 TRENCHAS DEFINED ON - E/O EAST OF
SO_Cr.LIF.GAS CO>�AI`:Y-TRANSMISSIO DEPARTMENT - Water Valve �= 6 PLAN AND- PROFILE STA 342 TO STA 358+57,
DRAWING NO D_4523_1o,FOR A MAXIMUM 'TRENCH 2191 ST'REE'T FL FLOW LINE ,.,EH • REGIONAL PLANT NO. 3.: INFLUENT SEWER
BREA BIRCH 1 Fire Hydrant MODIFICATION
WIDTH AT THF TOP OF PIPE AS SHOWN ON THE F FINISI3ED SURFACE •
BREF,, CALIFORNIA92621 GENERAL TELEPHONE COMPANY
PLAN ANS PROFILE SiIEE'1S. IF TEE CONTRACTOR G.T E I - ,
Irrigation Line 7 MISC. DETAILS
STILL BE CONSTRUCTING A TRENCH OF A WIDTH TELEPHONE (�7N� ' `'� ' (800) i+22-4133 I .E INVERT ELEVATION
� uv� t+. -
SOUTHERN CALIFORNIA ETISON COMPANY - T
GREATER THAN THE DIMENSIONS SHOWN ON THE 1351 L. FRANCIS AVENUE. P.G. BOX 513 MAX MAXIMUM Telephone Line (below grade} 1 8 REGIONAL PLANT NO. 3 DIVERSION STRUCTURE DETAILS
- PLAN AND PROFILE SHEETS THE BEDDING TABLES M:H MANHOLE
SHOWN ON DRAWING N0 D-4523-IOSHALL SUPER- ONTARIO, CALIFORNIA 91761 MIN MINIMUM Telephone Pole C1 TR
:IDE IEEE REQUIREMENTS SHOWN ON THE PLAN TF1.FPHONE (714) 947-2996-UNDERGROUND POWER N/0 NORTH OF grade) E 9 REGIONAL PLANT NO. 3 CONTROL STRUCTURE DETAIIS
Electrical Line (below 10 MISC. DETAILS, PIPE BEDDING REQUIREMENTS
- AND PROFILE SHEETS. THE CONTRACTOR WILL (714) 875-5100-TRANSMISSION N C NOT IN CONTRACT: Power Pole 0 PP
NOT BE ENTITLED TO ANY ADDITIONAL COMPEN- (213) 637-1233-PIPELINES, OR N_R W NON-RECLAIMABLE WASTE -,.�
11 STANDARD DrTAILS
SATION RESULTING FROM THE USE OF TRENCH (800) 422-4133 PAC-TET, PACIFIC TELEPHONE COMPANY
Street Light r� .T.
WIDTHS GREATER THAN THOSE SHOWN ON 'THE GENERAL TELEPHONE COFPANY P_C C PORTLAND CEMENT CONCRETE Gas Main -G
245 N. MOUNTAIN VIEW AVENUE
PLAN AND PROFILE SHEETS. REINFORCED PER PERMANENT -
CONCRETE PIPE'BEDDING SHALL BE CLASS "C" POF*iD�dA, CALIFORNIA 81766 P.E.M. . . POLYETHYLENE PIPE Gas Valve .
TPHONE (213) 357-2257 or (800) 422-4133 . P.P POWER POLE Fuel Oil Line F
AS SHOWN ON DRAWING NO.. D-}' -Ll AND MAY -
BE USED FOR ANY AND ALL TRENCH WIDTHS. STATE OF CALIF.-DEP^_. OF TRANS.-DISTRICT 8 P_V.C_ _ _ _ . POLYVINYL CHLORIDE p-i-7
247 WEST THIRD STREET, P_G. BOX 231 - ;. 'T'
4) ALL MANHOLES AND STRUCTURES DESIGNATED R REINFORCED CONCRETE Structure 41�_��.� � DESIGN CRITERIA PH.� INE
SAN BERNARDINO, CALIFORNIA 92403
ON THE PROFILE SHEETS SHALL BE GIVEN A TELEPHONE (714) 38 -4561 . , P y Contour MANNING N = -0.013
' R-C-� REINFORCED CONCRETE PIPE �(or7°)--
t v'[o_ FULL PIPE AT PEAK FLOW (EPA CRIT,RIA)
• Ri h RIGHT--OF—WAY
SPRAYED ON POLYURETHANE PROTECTIVE COATING SAN Bim:. COUNTY FLOOD CONTROL DISTRICT R.P_M REINFORCED PLASTIC MORTAR PIPEElevation 4��`
IN ACCORDANCE WITH DIVISION 14 OF THE 825 EAST THIRD STREET ���.y • ,
SPECIFICATIONS. SAN BERNARDINO, CALIFORNIA 92408 S/0 SOUTH OF PE Flow Line ...-_______It.
� .- PEAK FLOW MISSION TO MILEIX. - 15.4 MGD
TEL�'€'HONE (71.4) 383-1665 Fence 7`---X "—X PEAK FLOW MILLIKEN TO FUTURE VINTAGE -
5) ALL UNDERGROUND MAINLINE UTILITIES WITHIN 5 _B_C_F.C.D_ _ - - . . _SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT �.,Th
THE ALLOWABLE WORKING AREA FOR THE PROJECT SOU K PACIFIC TRANSPORAllO:d co!3�1NY S.B_CO SAN BERNARDINO COUNTY 13.5 MGD •
ARE SHOWN ON THE PLAN AND PROFILE SHEETS. 610 SOUTH MAIN STREET S_C E SOUTHERN CALIFORNIA EDISON COMPANY Tree r� PEAK FLOW FUTURE i
LOS ANGELES, CALIFORNIA 90014VINTAGE TO REGIONAL
THESE LOCATIONS ARE BASED UPON REFERENCE - S_C.G_CO SOUTHERN CALIFORNIA GAS COMPANY Shrubbery �.-- --� PLANT #3 - 10.2 MGD
. DRAWINGS SUPPLIED BY TLE OWNER OF THE TELEPHONE (213) 629-6562 S.P R R SOUTHERN PACIFIC RAILROAD Vineyard
E3f 3£ 3
UTILITIES. PACIFIC TELEPHONE & 'T:�LEGRAP:? COMPANY ST STREET V.C .P. BEDDING BASED ON DEAD LOAD CALCULATED
Soil
3073 ADAMS STREET T.B M - TEMPORARY BENCH MARK Boring BY MARSTON FORMULA USING SOIL WEIGHT PER
6) SOIL EXPLORATORY BORINGS ALONG THE PRO- RIVERSIDE, CALIFORNIA 92504 T TOP OF CURBHSOILS REPT.ORT. LIVE LOAD USING AASHTO
JECT ALIGNMENT ARE DESCRIBED IN THE SOILS TELEPHONE (714) 359-2585 or (80D) 422-4133 TEMP TEMPORARY ench Mark
HS-2S R ORLOADING. LOAD FACTORS ONENGINEERING REPORT BY RICHARD MILLS ASSOCIATES UNION PACIFIC RAILROAD . TISR6W-BBB&M TOWNHIP ONE SOUTH RANGE SIX WEST-SAN $ERNARDINp BASE & MERIDIAN Survey Monument PRATING NO. D-4523-11.
INC. DATED MAY 6, 1982, WHICH IS AVAILABLE FOR 5500 E. FERGUSON DRIVE
REVIEW AT THE DISTRICT' OFFICE. LOCATION OF THE ' U-B C UNIFORM BUILDING CODE
..,DS ANGELES, CALIFORNIA 90fl22 - V.C.P. ASTM C-700 STRENGTH .
BORINGS ARE SHOWN ON THE PLAN AND PROFILE DRAW- TELEPHONE (213) 725-2319 U_PRR UNION PACIFIC RAILROAD
V.C.P P. _ . . . . - - - -VITRIFIED CLAY PIPE SIPHON 15 INCH BARREL ONLY-PDF 0.0 MOD TO i�..o MOD
INGS. SOILS SHALLT WAS AMENDED ON 11/23182. FONTANA WAFTER COMPANY 4,,S P CEMENT MORTAR WRAPPED STEEL PIPE 18 INCH BARREL:ONLY-PDF 4.6 MOD TO T.4 MGD
7) ALL WORK BE DONE IN CONFORMANCE P.O.P-O• BOX 987 W/0 WEST OF • - 15 AND 18 INCH BARREL-PDF 7.4 MGD
• WITH ALL LOCAL-, STATE AND FEDERAL LAWS AND " FTELEPHONE
CALIFORNIA 92335 7. f • TO 10.2 MGD
REGULATIONS, INCLUDING BUT NOT LIMITED TO THE
TELEPHONE (714) 822-2201 _ ._ . . . - WIDTH OF TRENCH AT TOP OF PIPE- �J
STATE OF CALIFORNIA, DEPT. OF INDUSTRIAL SAFETY
(CAL -OSHA) REGULATIONS.
RECORD DRAWING
-- SUB TTEDB. C-35487 IzflylSZ SCALE APPROVED �i(-- f. C- 13413- /�l/Y`�'z j Designed R.B.$. tI-82 �..� N� BASIN SHEET
Pro;ecr Engineer tt.E. Iio. Rete �+ General Manager Datt Ii_ 2 FONTANA INTERCEPTOR -2 1
`om_8 -� "As CONS-T...RLlCrep° INFO -Ai,f el.�._ A1.7 Drawn . . S. C. s MUNICIPAL WATER DISTRICT LEGEND, GENERAL NOTES , ABBREVIATIONS, DWG. OF f 1 SHEETS
W0�� ' r'I,tic. 12svll��h RE M E DEA NOTED K.J.P. 4-63 8555 Archibald Avenue Post oF' ce Box 647 DWG. NO.
,�,,. r . C.- 18657 // /yye� IIIIIIIIIIIIIIIIII
Cfiecked Cucamonga,California 91730 Telephone (714)981-1712 INDEX , VICINITY MAP and INDEX MAP
REV. DATE 8Y DESCRIPTION Engineer l R.E No. Date
Date D4523-