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ABBREVIATION
REET �`>
s
LOCATION MAP
- - - = CITY BOMDARY
1O = SHT. NO.
INDEX OF SHEETS
1
TITLE SHEET
2
LOCATION MAP, SHEET INDEX, LEGEND
AND ABBREVIATIONS
3
PLAN AND PROFILE, STA 215 + 60.00 TO
STA 221
+ 00.00
4.
PLAN AND PROFILE, STA 221 + 00.00 TO
STA 230
+ 00.00
5.
PLAN AND PROFILE, STA 230 + 00.00 TO
STA 238
+ 00.00
6.
PLAN AND PROFILE, STA 238 + 00.00 TO
STA 247
+ 50.00
7.
PLAN AND PROFILE, STA 247 + 50.00 TO
STA 256
+ 00.00
8.
PLAN AND PROFILE, STA 256 + 00.00 TO
STA 265
+ 00.00
9
PLAN AND PROFILE, STA 265 + 00.00 TO
SAT 273
+ 00.00
10
PLAN AND PROFILE, STA 273 + 00.00 TO
STA 282
+ 00.00
11
PLAN AND PROFILE, STA 282 + 00.00 TO
STA 290
+ 00.00
12
PLAN AND PROFILE, STA 290 + 00.00 TO
STA 297
+ 00.00
13
PLAN AND PROFILE, STA 297 + 00.00 TO
STA 303
+ 00.00
14
PLAN AND PROFILE, STA 303 + 00.00 TO
STA 308
+ 50.00
15
PLAN AND PROFILE, STA 308 + 50.00 TO
STA 316
+ 97.82
16
BEDDING DETAILS, PIPE STRENGTH TABLE, AND
TUNNEL DETAILS
17
STANDARD MANHOLE DETAILS - R.C.P.
18
STANDARD MANHOLE DETAILS - V.C.P.
19
SANTA ANA - DELHI CHANNEL CROSSING AND MISCELLANEOUS
DETAILS
20
SIPHON PROFILES AND MAIN STREET PUMP STATION CONNECTION DETAILS
21
JUNCTION STRUCTURE DETAILS
22
CATHODIC PROTECTION AND MISCELLANEOUS
DETAILS
23
TRANSITION STRUCTURE AT STA 215 + 58.00
24
TRAFFIC CONTROL PLAN
25
TRAFFIC CONTROL PLAN
26
TRAFFIC CONTROL PLAN
27
TRAFFIC CONTROL PLAN
28
TRAFFIC CONTROL PLAN
29
TRAFFIC CONTROL PLAN
30
TRAFFIC CONTROL PLAN
31
TRAFFIC CONTROL PLAN
ARAN. ABANDONED UTILITY H.P. HIGH PRESSURE
A.B. AGGREGATE BASE I.D. INSIDE DIAMETER
A.C.P. ASBESTOS CEMENT PIPE INT. INTERSECTION
ASPH. ASPHALT INV. INVERT
- -e.4rV -- CABLE TELEVISION - -- - RIGHT OF WAY LINE (R/W) A.C. ASPHALT CONCRETE IRR. IRRIGATION WATER LINE
- - -L' - -- TRAFFIC SIGNAL CONDUIT - - - -- CITY AND COUNTY BOUNDARY B.C.R. BEGINNING OF CURB RETURN LT. LEFT
-- f- - ELECTRICAL CENTERLINE PIPELOW, STREET B.C. BEGINNING OF CURVE L LENGTH
B.O. BLOW OFF M H. MANHOLE
EXISTING FORCE MAIN SEWER ® AERIAL CONTROL POINT BOT. BOTTOM MAX. MAXIMUM
ar BUR. CBL. BURIED CABLE MIN. MINIMUM
EXISTING GAS LINE (SIZE AS INDICATED) .0. FIRE HYDRANT (F.H.) BFV BUTTERFLY VALVE M.C.D. MULTIPLE CONCRETE DUCT
- -A~S- - EXISTING SANITARY SEWER PIPE (SIZE AS INDICATED) �I,'t LIGHT STANDARD (LS.) CATV CABLE TELEVISION M.T.D. MULTIPLE TILE DUCT
w C.I.P. CAST IRON PIPE N'LY NORTHERLY
2f S.D•- EXISTING STORM DRAIN (SIZE AS INDICATED) + POWER PILE/TELEPHONE POLE (P.P./T.P.) C.I.P.C.P. CAST -IN -PLACE CONCRETE PIPE PVMT PAVEMENT
- -T- - EXISTING TELEPHONE CABLE /DUCT ;] TRAFFIC CONTROL BOX (T.C.B.) C.B. CATCH BASIN P.C. PLASTIC CONDUIT
C.T.S. CATHODIC TEST STATION P.C.C. POINT OF COMPOUND CURVATURE
EXISTING WATER LINE (SIZE AS INDICATED) 0 WATER METER (W.M.) C.M.LC.S.P. CEMENT MORTAR LINED i COATED STEEL PIPE P.I. POINT OF INTERSECTION
--- - EXISTING MANHOLE • GAS METER (G-M.) C.M.L.S.P. CEMENT MORTAR LINED STEEL PIPE P.R.C. POINT OF REVERSE CURVATURE
EXISTING VAULT TRAFFIC SIGNAL CENTERLINE P.E. POLYETHYLENE T
• C.O. CLEAN OUT P.V.C. POLYVINYLCMLORIDE PLASTIC PIPE sulL
-t- - EXISTING WATER /GAS VALVE f-}ft TRAFFIC OGNAL AND LIGifT STANDOM COMBNATION CLR. CLEARANCE P.P. POWER POLE
CONC. CONCRETE P.C.C.P. PRESTRESSED CONCRETE CYLINDER PIPE
X - EXISTING FENCE (TYPE AS INDICATED) • TELEPHONE"CTIOIII BOO( (f. LB.) CONST. CONSTRUCT C.C.P. PRETENSIONED CONCRETE CYLINDER PIPE
- - - - - r Y D D
- G1111RR%lu"Is a tau 11 rm MONU IEN - DO ADC GTV ZINC DI STE
'L
EXISTING RAILROAD r �T�� QF CULVERT R RADIUS
L J L TRAFFIC SENSOR LOOPS C F. CURB FACE R.R. RAILROAD
MW-IMW EXISTING GROUND f DENOTES DETAML IMJrER DEFL DEFLECT R.W. RECLAIMED WATER COUNTY SANITATION DISTRICTS OF
DNA. DIAMETER R.C.B. REINFORCED CONCRETE BOX of ESS p ORANGE COUNTY, CAL % F O R N ti A
-- EXISTING PAVEMENT 2 r DENOTES DRAWING NIBrER DU. DUCT R.C.P. REINFORCED CONCRETE PIPE Off!
JL L EDGE OF PAVEMENT ANGLE
D.I.P. DUCTILE IRON PIPE RPMP REINFORCED PLASTIC MORTAR PIPE ,,, sr DISTRICTS NOS. 6,7 & 14
E'LY EASTERLY RT. RIGHT y
-�l ° ENCASED PIPELINE UTILITY PLOTTED BASED ON POTHOLE INFORMATION ELEC. ELECTRICAL R/W RIGHT OF WAY � � "17714
- -- - TEMPORARY EASEMENT LINE ELEV. ELEVATION S SLOPE IN FEET PER FOOT 9 Lw Of✓3493 3b 1501 Quail Street P.O. Box 3030
- - PERMANENT EASEMENT LINE ENC. ENCASED SPECS. SPECIFICATIONS \� C Newport Beach, California 92656 -9020
E.C. END OF CURVE STA. STATION rf pf C 714 / 476 -3300
EQ. EQUATION STL STEEL
EXIST. EXISTING TAN, TANGENT LENGTH
F.F. FINISHED FLOOR TEL TELEPHONE
F.L. FLOW LINE V.C.P. VITRIFIED CLAY PIPE BAKER FORCE MAINS
FUT. FUTURE W.S.P. WELDED STEEL PIPE LOCATION MAP, SHEET INDEX,
HD. HEAD R.C.P.P. REINFORCED CONCRETE PRESSURE PIPE
HOWL HEADWALL LEGEND AND ABBREVIATIONS
14 -1 -2
A5 f3u /L7- cs g's ? DESIGNED BY DRAWN By SHEET
N0. DESCRIPTION APPROVED GATE M Q.�aSL�► �. S'C/NIQ Zln��l0 2
REVISIONS c "V9S °Y ��� 1000 ENGINEER RCE. DATE OF 31 SHEETS