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NO. — — — — — — — — -- — — — — — EXR/W - — — — — — — — — — — — - -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 30' WIDE LOT A TRACT 12996-1 EX. DBL 1 O'x8' RCB PER EX. ---- - -- IDL -I) L-168, EX. CITY DWG. NO. 1320. -(AV) RM I ER CITY EXISTING MANHOLE DWG. 40 1320. 6 ...... 15+00 RCB STATION LINE 16+00 17+00 18+00 19+00 x 23 . ...... 21+00 22+00 4� B — — — — — - 13+ N89 tg'41 'W N89 *56'41 'W BOX�z H0E0NNffi_j11� 0 R — - — - — - — - — - — - __449ft_ - _211 - - - , W) - =-::- - =-L - - - - - - - - - - - - - - - - 0 -- - ------ -- ...... — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - + to 8 12 RCP LATERALASNECESSARY 8 0) C.J 00 5 - C"i �-­--DURING CONSTRUCTION OF N_ RCB. 04 C4 N + I _ _t +00 --25+00 2 t6o + A 8 29 f -O 218+00- —N89,-58 I w 30+00 31+00 ___-32+DT STREET CENTER LINE 33+00 '41"W 34+00 35+00 3 N --(D V�_ - i __ N89 -5-84 Uj to w w (n - -(n 0 N x —Lo pr) (41 - - - C%, L Z 3: ---------- x Lill E)L 41 SGVWC kq — — — — — — — — — — — — — — — - I — — — WATER MAIN - -­­- -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- (G) - — — — — — — — — — — — — — — --- — — — — — — — Uj x SEE STORM DRAIN PLANSA__ + + M W 53 PROPOSED 8* 8 of to SEE SANITARY r4o 7 5 CITY_DWG. .154Z DETAIL_, C,4 fl) 5* z CB TO 10' x 8' RCB TRANS. (ON $ 0200 lO'x6' R MODIFICATIONS 4 -SHEET 7,OF,.7.-- EX. R/W E)(. R/W CURVE TABLE EXIST. 200' S. B. ASEMEYT) C74 E II/-EKItTING 108' WR CITY Number Delta Radius Length ---- - - ------- < A) /0—\ \E�/ 45-00-00- 45'00'00' 188.33' 178.33' 147.91- 140.06' 78.01- 73.86' w------ - - - - - - - - - -C3 - -- - - - -7 I-- - - -- ---------- -- 4 = ULIC' V 8.48fps -G DE --'--_-_.UNE, I- ---------- - ----- --- -- -------- -4 :7-4 7: =1 - - -- -- ------ - i -4 -- ------- S_O - - - - - - - - - - - M I> Z - ------ 00 00 ------- 00 C4 7, -in C4 S-0.01 42 + 4 Z S=0.0042 0 -:7 - - -- - - C4 0 C) - -------- - CO 4 ------- -200`1�1`_TRANSITION Z� > - - -- - - - - - - - - - 1 O' �x 6' RCI3 --TO -1 O' x - ------ -RC -a 8' B wl % =4 I. . . . . . . . . . . . . . . . . . . . 7 7 Z_ 4- _T LU' -4 ----------- -- ----- I7 I6.900i-j V I- - - - - - - - - - + -------- ---- 04 12 13 14 15 16 17 18 19 20 21 22 23 POTHOLE TO VERIFY PRIOR TO CONSTRUCTION]. (EXIST. 200- S.B.C.F. FEE OWNED R/W) TRACT12996-1 TRACT 12996-2 iLC pr- pr- r --J (n NORTH HERITAGE EX SEWER AND >: EX. SEWER AND C'A r- = I I STORM DRAIN ESMT. STORM DRAIN ESMT. CIRCLE L__00 Lp Z; PARK SITE EX 8 SEWER PER + EX. r SEVER FP"M YY DWG. NO. 1540 CITY DWG. NO. — — — — — — — — -- — — — — — EXR/W - — — — — — — — — — — — - -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 30' WIDE LOT A TRACT 12996-1 EX. DBL 1 O'x8' RCB PER EX. ---- - -- IDL -I) L-168, EX. CITY DWG. NO. 1320. -(AV) RM I ER CITY EXISTING MANHOLE DWG. 40 1320. 6 ...... 15+00 RCB STATION LINE 16+00 17+00 18+00 19+00 x 23 . ...... 21+00 22+00 4� B — — — — — - 13+ N89 tg'41 'W N89 *56'41 'W BOX�z H0E0NNffi_j11� 0 R — - — - — - — - — - — - __449ft_ - _211 - - - , W) - =-::- - =-L - - - - - - - - - - - - - - - - 0 -- - ------ -- ...... — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - + to 8 12 RCP LATERALASNECESSARY 8 0) C.J 00 5 - C"i �-­--DURING CONSTRUCTION OF N_ RCB. 04 C4 N + I _ _t +00 --25+00 2 t6o + A 8 29 f -O 218+00- —N89,-58 I w 30+00 31+00 ___-32+DT STREET CENTER LINE 33+00 '41"W 34+00 35+00 3 N --(D V�_ - i __ N89 -5-84 Uj to w w (n - -(n 0 N x —Lo pr) (41 - - - C%, L Z 3: ---------- x Lill E)L 41 SGVWC kq — — — — — — — — — — — — — — — - I — — — WATER MAIN - -­­- -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- (G) - — — — — — — — — — — — — — — --- — — — — — — — Uj x SEE STORM DRAIN PLANSA__ + + M W 53 PROPOSED 8* 8 of to SEE SANITARY r4o 7 5 CITY_DWG. .154Z DETAIL_, C,4 fl) 5* z CB TO 10' x 8' RCB TRANS. (ON $ 0200 lO'x6' R MODIFICATIONS 4 -SHEET 7,OF,.7.-- EX. R/W E)(. R/W CURVE TABLE EXIST. 200' S. B. ASEMEYT) C74 E II/-EKItTING 108' WR CITY Number Delta Radius Length Tangent < A) /0—\ \E�/ 45-00-00- 45'00'00' 188.33' 178.33' 147.91- 140.06' 78.01- 73.86' LEGEND H.P. HIGH POINT CCWD CUCAMONGA COUNTY WATER DISTRICT T. C. TOP OF CURB ELEVATION w WATER LINE F.S. FINISHED SURFACE ELEVATION S SEWER LINE 31 00 1w "' :t I " 1 1 SOUTH HERITAGE F.L. FLOW LINE ELEVATION OB ON BOX 18 ci SHEET MATCH LINE HGL HYDRAULIC GRADE LINE 1 REMOVE EXISTING BULKHEAD PAD= CI CLE TRACT BOUNDARY PROPERTY LINE I1281.9 CL CLEAR 2 CONSTRUCT JUNCTION STRUCTURE - PIPE TO RCI3 PER APWA to Cj La 0 DIRECTION OF FLOW INV INVERT STANDARD PLAN 334-1. SEE DETAIL ON SHEET 5. EXISTING SPOT ELEVATION RCB REINFORCED CONCRETE BOX REMOVE 10' EXISTING PIPE AND PATCH CHANNEL HOLE G.B. GRADE BREAK WS WATER SURFACE PER DETAIL ON SHEET 6. O.C. ON CURB DBL DOUBLE CONSTRUCT MANHOLE PER APWA STANDARD PLAN 323-1. B.C. BEGIN CURVE STL STEEL SEE DETAIL ON SHEET 5. E.C. END OF CURVE NTS NOT TO SCALE 5 CONSTRUCT 10'xV RCB STORM DRAIN PER DETAIL ON SHEET 6. P.R.C. POINT OF REVERSE CURVE 6 CROSSING OF SGVMWD 41" WATER LINE. SEE DETAIL ON SHEET 5. 7 CONSTRUCT TRANSITION STRUCTURE PER APWA STANDARD PLAN P -c -c- POINT OF COMPOUND CURVE 341-1. SEE DETAIL ON SHEET 5. M.V.C. MIDDLE OF VERTICAL CURVE LO 8 PROTECT IN PLACE. H WALL HEIGHT 40 0 40 80 AS- INE -1 N U CONSTRUCT 10'x6' RCB STORM DRAIN PER DETAIL ON SHEET 6. -SBCFCD SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT CN 1 409 scale feet SGVMWD SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT RECONSTRUCT MEDIAN IMPROVEMENTS AS NECESSARY. REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONS CITY OF FONTANA, CALIFOORNA y V, LE-%SI,3/ & ��breman Inc. >t: COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ID L 04 * T 0 BASE LINE AVENUE C= 'A Civil Engineering - Planning - Surveying - Public Works DRAWN BY- SCALE: Ln AAAAWAAAAAA0WWWVM SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, Q:. SE; 10 E C.D rn RLM1,REF STC)FW DFLAJN 11116011113FkOVE301le4T =,wo-ow U-1 9130 Anaheim Place Ste. 120 -Rancho Cucamonga, CA 91730-(909) 484-9090 LO M No. 24573 rn DIAL TWO WORKING ;:0 FLM AM PFtOFLE BEFORE DAYS BEFORE THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp. 12/31/05 PREPARED UNDER THE SUPER\ASION OF: DESIGNED BY- DATE- RLB e__--�ATPON lift'00ff 0 23+00 9-27-00 ED YOU DIG YOU DIG G BRING THEM INTO CONFORMANCE WITH CONDITIONS AND CIVI\, TOLL FREE 2, Vnq CHECKEDBY: APPRO Y_ DWG NO.: 1-800-227-2600 OFF' C RICHARD L BOWMAN R.C.E. 24573 DAT�: LO CIF A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT RLB 7 F!CD STANDARDS IN EFFECT. - 0 -5 3107 U T NGINEER R F 51192 DATE: CL