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35 36 37 38 39 40 NORTH HEI ITAGE1. *0 c1hc *60 in 1 z bo
POTHOLE TO VERIFY R
EX 8' SEWER PER CITY DWG. NO. 1542 T. EX. GTE FIBER OPTIC
C3 Egu=
UNE TO BE PROTECTED CIA
SHT. 4. + IN PLACE. C�uj
a-
IDBL 148' RCB
DBL. 110"I 0
E)(. DBL 10'xW EX. RCB PER CITY EX R/W DL R/W RCB PER CITY EASTING MANHOLE PER CITY DWG. NO.
EXISTING MANHOLE DWG. NO 1542, — — — - h STING MANHOLE DWG. NO 1542 2740 ON SHT. 10.
00 36+00 37too 38+00 39+00 401 46+00
I0, 41�00 ........... F----42+00 RCB STATION UNE 43+00 145+00 ---------- - ([ BOX--�? 0 A 0 ------ 7 7 -- — — — -- -
LO — — — — — — — — re) 06 2 06 C4) 8 8 0 04 11 58+OO__------�_ 59+00 60+00 8
Uj 00 w , I i
"W 49+00 50+00 51+00 1 _-�__,___52+00_� 53+00__1 5f+00 55+00 N89-551jo" 56+00 CENTER LINE N89 '58'41 I-1 -4 IE)(IST. 1r RCP PER z = z z IrCITY DWG. -1542 DETAIL--'--- F-: A2" ON SHT. 7. LAJ (/) !tj 4 — — — — — — — — — — — — — — --- (0 - — — ___ ___ _=_.Ir� — — — — — — — — — — — —
r, - -- — — — — — — — — — — — — - — — — — — — — — — — — — — — -- - --- (+2* z 6 F -Z C; f -* < Uj pr) " M " " - - — — — — — + + + + W r- 0 C=0 5' "t tO E)(. 8* SEWER PER CITY DWG. NO. 1542 - - _- ---- SHT. 4. 4 SOUTH AIERITAG ZEX. R/W /EX. R/W C1 LELEGEND 142. 71' 71' H.P. HIGH POINT H WALL HEIGHT 45' 26' CONSTRUCTION NOTES 45' T.C. TOP OF CURB ELEVATION SBCFCD SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT F.S. FINISHED SURFACE ELEVATION SGVMWD SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT 1 REMOVE EXISTING BULKHEAD
F.L. FLOW LINE ELEVATION (D-
CCWD CUCAMONGA COUNTY WATER DISTRICT 2 CONSTRUCT JUNCTION STRUCTURE - PIPE TO RCB PER APWA� SHEET MATCH LINE W WATER LINE STANDARD PLAN 334-1. SEE DETAIL ON SHEET 5.
TRACT BOUNDARY / PROPERTY LINE S SEWER LINE REMOVE 10' EXISTING PIPE AND PATCH CHANNEL HOLE
DIREC11ON OF FLOW OB ON BOX PER DETAIL ON SHEET 6. EXISTING SPOT ELEVATION HGL HYDRAULIC GRADE LINE 40 0 40 80 CONSTRUCT MANHOLE PER APWA STANDARD PLAN 323-1. G.B. GRADE BREAK CL CLEAR 1 40' !!%iiiiiiiii@ &_ SEE DETAIL ON SHEET 5. scale feet O.C. ON CURB INV INVERT 73
5 CONSTRUCT 10'x8' RCB STORM DRAIN PER DETAIL ON SHEET 6. CN
C)
C1
B.C. BEGIN CURVE RCB REINFORCED CONCRETE BOX 8 PROTECT IN PLACE. LO
E.C. END OF CURVE WS WATER SURFACE REMOVE TEMPORARY WALL in I
P.R.C. POINT OF REVERSE CURVE DBL DOUBLE AS IN AV E P.C.C. POINT OF COMPOUND CURVE STL STEEL M.V.C. MIDDLE OF VERTICAL CURVE C)
0
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT CITY OF FONTANA, CALFFOAM FES & lren=. Inc. Cq M
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL BASE LINE AVENUE U A Civil Engineering - Surveying - Public Works DRAWN BY- SCALE: U I E
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, RLM, REF STC)FM DFLAN *APR0VEk0lle4T 1"=40'—O" Cx
9130 Anaheim Place Ste. 120 -Rancho Cucamonga, CA 91730-(909) 484-9090 �-:'t
No. 24573; FMLM AM PFtOFLE 131 C
DIAL )11 DESIGNED BY. DATE. TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp. 12, 05 PREPME� UNDER THE SUPER)ASION OF:
BEFORE DAYS BEFORE RLB ..5TATION 3)yq�P?TO 46+20 9-27-00 YOU DIG %P -000 YOU DI BRING THEM INTO CONFORMANCE WITH CONDITIONS AND CIVI 0 DWG; NO.: Z ,2 2,�O.? CHECKED BY- Y* 4 9k, . e Lo C4
TOLL FREE -800-227-2600 c RICHARD L. BOWMAN R.C.E. 24573 DATE: R 3107 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. 7 10CITY ENGINE �.E. 51152 DATE:
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-4 -- ---------- - --------- :4 ---------- .......... -------- - -- - - --- -- -------- -SURFACE- -------- INISH I -H -E XISTINGT
-OF--: RCB IC14 0 CENTERLIK z - - - — ------
-H 30 C) ICi 4 — -------- 77=777777T=1-1
z 7� N + --:HYDRAULIC --- --------- - --------- .. ..... ... iGRADE
---------- ------- ------- (b - ------ ---
---------- 1 29 5 ---- -- --- ----- --- ----------- - 4=�
I---- --------- --- --- ------ ------ ----- --- ------ -- -- ---------- - - ----- ---- =� �1 290-ltt -7 - ----- t 0 ------ _0 + "I I 1 76ft -1 5.'92 -- - -- ------ ----- ------- 1 1 23cfs _92fp__ 15. 8 LU -- --------- ...... ------ ---- - -- — ------ -- - ------- ;—O 0067'
- --------- JR
----- - ----- - -- --- -- 1280 -77 -- ------- -- - -----
KA
CO
__0 C14
--- -- ------- Z U-) + + (n 00, > - ----- - --- ----- ------ z - 4 5<
---------- --- ------- C3 . .. .... .. _-7 . ...... CD ------- - --- -1120' -- - - -------------- - + ------- r ---- --- - ------- ------- - --- 0 :,x 8 -RCB 4 4- ---------- - - — --------- IPROFILE SCALES 4 ----------- - ----- ---- HORIZ. 1 =40 ------ H4: ------- ------ - ----- VERT. 1 "=4' 42 43 44 45 46 47
35 36 37 38 39 40 NORTH HEI ITAGE1. *0 c1hc *60 in 1 z bo
POTHOLE TO VERIFY R
EX 8' SEWER PER CITY DWG. NO. 1542 T. EX. GTE FIBER OPTIC
C3 Egu=
UNE TO BE PROTECTED CIA
SHT. 4. + IN PLACE. C�uj
a-
IDBL 148' RCB
DBL. 110"I 0
E)(. DBL 10'xW EX. RCB PER CITY EX R/W DL R/W RCB PER CITY EASTING MANHOLE PER CITY DWG. NO.
EXISTING MANHOLE DWG. NO 1542, — — — - h STING MANHOLE DWG. NO 1542 2740 ON SHT. 10.
00 36+00 37too 38+00 39+00 401 46+00
I0, 41�00 ........... F----42+00 RCB STATION UNE 43+00 145+00 ---------- - ([ BOX--�? 0 A 0 ------ 7 7 -- — — — -- -
LO — — — — — — — — re) 06 2 06 C4) 8 8 0 04 11 58+OO__------�_ 59+00 60+00 8
Uj 00 w , I i
"W 49+00 50+00 51+00 1 _-�__,___52+00_� 53+00__1 5f+00 55+00 N89-551jo" 56+00 CENTER LINE N89 '58'41 I-1 -4 IE)(IST. 1r RCP PER z = z z IrCITY DWG. -1542 DETAIL--'--- F-: A2" ON SHT. 7. LAJ (/) !tj 4 — — — — — — — — — — — — — — --- (0 - — — ___ ___ _=_.Ir� — — — — — — — — — — — —
r, - -- — — — — — — — — — — — — - — — — — — — — — — — — — — — -- - --- (+2* z 6 F -Z C; f -* < Uj pr) " M " " - - — — — — — + + + + W r- 0 C=0 5' "t tO E)(. 8* SEWER PER CITY DWG. NO. 1542 - - _- ---- SHT. 4. 4 SOUTH AIERITAG ZEX. R/W /EX. R/W C1 LELEGEND 142. 71' 71' H.P. HIGH POINT H WALL HEIGHT 45' 26' CONSTRUCTION NOTES 45' T.C. TOP OF CURB ELEVATION SBCFCD SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT F.S. FINISHED SURFACE ELEVATION SGVMWD SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT 1 REMOVE EXISTING BULKHEAD
F.L. FLOW LINE ELEVATION (D-
CCWD CUCAMONGA COUNTY WATER DISTRICT 2 CONSTRUCT JUNCTION STRUCTURE - PIPE TO RCB PER APWA� SHEET MATCH LINE W WATER LINE STANDARD PLAN 334-1. SEE DETAIL ON SHEET 5.
TRACT BOUNDARY / PROPERTY LINE S SEWER LINE REMOVE 10' EXISTING PIPE AND PATCH CHANNEL HOLE
DIREC11ON OF FLOW OB ON BOX PER DETAIL ON SHEET 6. EXISTING SPOT ELEVATION HGL HYDRAULIC GRADE LINE 40 0 40 80 CONSTRUCT MANHOLE PER APWA STANDARD PLAN 323-1. G.B. GRADE BREAK CL CLEAR 1 40' !!%iiiiiiiii@ &_ SEE DETAIL ON SHEET 5. scale feet O.C. ON CURB INV INVERT 73
5 CONSTRUCT 10'x8' RCB STORM DRAIN PER DETAIL ON SHEET 6. CN
C)
C1
B.C. BEGIN CURVE RCB REINFORCED CONCRETE BOX 8 PROTECT IN PLACE. LO
E.C. END OF CURVE WS WATER SURFACE REMOVE TEMPORARY WALL in I
P.R.C. POINT OF REVERSE CURVE DBL DOUBLE AS IN AV E P.C.C. POINT OF COMPOUND CURVE STL STEEL M.V.C. MIDDLE OF VERTICAL CURVE C)
0
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT CITY OF FONTANA, CALFFOAM FES & lren=. Inc. Cq M
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL BASE LINE AVENUE U A Civil Engineering - Surveying - Public Works DRAWN BY- SCALE: U I E
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, RLM, REF STC)FM DFLAN *APR0VEk0lle4T 1"=40'—O" Cx
9130 Anaheim Place Ste. 120 -Rancho Cucamonga, CA 91730-(909) 484-9090 �-:'t
No. 24573; FMLM AM PFtOFLE 131 C
DIAL )11 DESIGNED BY. DATE. TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp. 12, 05 PREPME� UNDER THE SUPER)ASION OF:
BEFORE DAYS BEFORE RLB ..5TATION 3)yq�P?TO 46+20 9-27-00 YOU DIG %P -000 YOU DI BRING THEM INTO CONFORMANCE WITH CONDITIONS AND CIVI 0 DWG; NO.: Z ,2 2,�O.? CHECKED BY- Y* 4 9k, . e Lo C4
TOLL FREE -800-227-2600 c RICHARD L. BOWMAN R.C.E. 24573 DATE: R 3107 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. 7 10CITY ENGINE �.E. 51152 DATE: