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P, (D-1 5O PR❑FILE SCALE i I i € i i i I I I 1 ' II I I I I I I I I I _ - _____+_____ +..... 1 I I 1 I I I I i , i i I i I I -,. --_••• ... .. .............. +..... - ------ - ----� ---- -- 1- --{ - E i I I I , 1 1 1 , +. I I I 1 I Ili � I i I I ! i 1 .1. n h I i ' 1 I 1 i I I ! I N----•----•--�w- __-____4_---... .� �-•-- - � - � +------•-- �_ - r , r r r r I 4 f I Q� I VERT 1 _ __--_- -____ ___________ __ j i n- o f t I i i H i j______­1.1�__ ------- L ..... ___ I ! i I i I i s . . ­____­­­__ - - -------- � -------- � ........ . ......... ­­ ---- - ----------------- � I E -- --------------- I . , 1 i iE I i € I I ! ! € -J.-_1 - - - - 1 -- - - - - - - + --- - - -- ................ . � - -- - - --------11. � . . I ----------- __ .... ___ ------- - ----------------- ­­ 1 -- I I __ 15+00 16+00 17+00 18+00 19+00 19+00 20+00 21+00 22+00 23+00 . I V it; SEE RIGHT TRACT 16678-3 r r' - 1 -14 13 - 1 E3 STA. 17+06.44 Li w 91 O EC V) i PROP. R/W N ____-----___- -____ �, STA. 16+72.60 r�� �- -_-- __ -_-- STA. •... _ ...... .. 1050.39 BP SD ` 1 1050.11 TP SWR - ---- -••- _ 77 _ ___-� - -__________ _________ _________________�r____18+00 0 ___ -�- __ _._. - -19+00 W L-. WATER 1�} 8" WATER MAFN - MAIN STA. 16+71.10 - ---- - ----- - ------ ------ ......... .......... __---t � '027 r ,- --1 .......... ....... `� SEWER BC 8' V.C.P. SEWER SEE STREET CROSSING STA. 16+66.10r,[ I i- _ _ _ .. B---SHEET...4_-•-•-....._------------- ----------- --------- - --------------- MH __ - I V 1 j � ST. STA. 10+38.16 V ;' STA. 16+17.02 3 0 1 W=14, V=6.16', It `" A=102*, B=24",'C 4.9 CASE A CB N0.1 2 � I ,1 D1=24 , _ D2=42 rn Q100=14.0 CFS 2 (P- ST. STA. 10+26.1 1 Q 56.80 TC E W=14, V=7.50', CB NO.2 ►-0 CASE B Nm 55.80 FL B I Q100=4 Q CFS 8 ) J13 17 � 1 + LATERAL "C-4" !. I A X 6.87 TC SEE SHEET 4 E , 55.87 FL FOR PROFILE 4 STA. 16+00.00 � : 7 3 " LATERAL C-3" A=45', B=24", C=3.16 -iy -2 0' 1' SEE SHEET 4 D1=24", D2=42" 6L_Lj,__FOR PROFILE MINT LEAF WAY SEE SHEET 2 51 A 15+5U.UU MAI L;NLINt GRAPHIC SCALE 40 0 20 40 80 160 SCALE 1" = 40' SD LINE TABLE CURVE TABLE LINE BEARING _ LENGTH N 45'09'33" E 20.79' N 77'20'27" W 32.87' N 895027 W 204.33' N 00'09'33" E 273.31' N 67'30'00" W 31.68' SAFFRON STREET SEE LEFT I : l I TRACT 16678-3 I 'I I 1 �� 1 c3 ( M 16 1 I I I �', �31 6 Imo' 1060.20 TC `o STA. 19+46.12 Irn i 1059.20 FL ' EC iZ I q ST. STA. 12+90.28 PROPOSED R/W 01 W=14', V=5.81 , CB NO.11 1 P +-------------------__-----.-_------- :!_N_----- --_'_.---•----•-•- ---- •------- -............,.-,.._-------------------- -----•---••••••••---••------------------- ------------•-••••••••••••----------- - 0 CASE A Do I STA. 19+10.78 H , I `Q100=18.1 CFS 5 : 8" V.C.P. SEWER SEE � o BC i i STREET N TA R R A G 0"A Y SWR PLAN DWG. NO. vWi U j i 1 / !_ -_-__ _�__-_ . _... _. 2 N00'0�3'33"E­­ fpn - _ 38T6"SHEET 6 :......... ........ _.? STA. 22+46.00 J 1 I - - - - ; STA. 19+22.85 z 1 -`O 0 - - R MAIN WATER EC 1052.36 BP SD i w �n G I.__....___ cv 8 WATER ._ --- _ .. ---__ __-._-. _ CROSSING 1051.31 TP SWR sn o I n aE V) 0 t, I-----------••------------------••....- IN .------------.......•••....••-••---------------•.....: �: •••••••••••••....-- _--------------.-.-.-.-...-......•••••..-.----------_ j It ' IIt 7 ! '� �-- - 1 � WI I PROPOSED R/W� ' + ` Q 1 3 0 Ir I N � 31 . 1. 20i- 20' 1` Q Q + . ., Q. W J J 1 IL ,s 3Q ��, 9, N J n � ) mI o � M F_ Q5 3Fn 0 V IL 1 '0� 5 A CONSTRUCTION NOTES Q1 CONSTRUCT CURB OPENING CATCH BASING STRUCTURE PER A.P.W.A)STD. PLAN 300-2 (DETAIL ON SHEET 4) Q2 INSTALL 24 " R.C.P. (D-1350) Q3 CONSTRUCT TRANSITION STRUCTURE PER A.P.W.A STD PLAN 340-1 (DETAIL ON SHEET 6) ® 6ONSTRUCT JUNCTION PER A.P.W.A STD. PLAN 331-2 (DETAIL ON SHEET 5) 5O CONSTRUCT STD. MANHOLE PER A.P.W.A STD. PLAN 320-1 (NO JUNCTION, DETAIL ON SHEET 5) Q INSTALL 48 " R.C.P. (D-1350) p16VSHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO - 0040 YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE BEFORE DIAL .� DA�SMBEFORE CITY ENGINEER MAY REQUIRE REVISIONS TO THE YOU DIG YOU DIGPLANS TO BRING THEM INTO CONFORMANCE WITH TOLL FREE 1-800-227-2600 RECORD DRAWMrii JL8 +r�� A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE ENGR. &ff DATE STANDARDS IN EFFECT. Prepared Under The Supervision Of : �pQ�OFE IO��F111. ��S z Crouse/Beers & Associates, Inc. � �o rq Engineering * Surveying * Planning * Construction Management LA "0' 2 2191 5th Street, Suite 200, Norco, Ca. 92860-1967 Exp. 12-31-31- 05 * h. (951) 7 -2040 Fax (951) 736-5292 frc►v►� ATE OF CAI%i L N. C 0 S R.C.E. No. 23796 EXP. 12/31/05 DATE #] P- �g j " a j �-( e ;; "= vC, '� � 4 ,�,�I L" 11 CITY OF FO NTANA, CALIFORNIA TRACT No. 16678 DRAWN BY: ON-SITE STORM DRAIN SCALE: IMPROVEMENT PLAN DESIGNED BY: PLAN AN ,F0 FI LE DATE OKAPRIL, 2005 CHECKED BY: AP DRAWING NO.: 3 3819 6 CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT 90'00'00" 22.50' 35.34' 22.50' 90'00'00' 22.50' 35.34' 22.50' 67'39'33" 22.50' 26.57' 15.08' SAFFRON STREET SEE LEFT I : l I TRACT 16678-3 I 'I I 1 �� 1 c3 ( M 16 1 I I I �', �31 6 Imo' 1060.20 TC `o STA. 19+46.12 Irn i 1059.20 FL ' EC iZ I q ST. STA. 12+90.28 PROPOSED R/W 01 W=14', V=5.81 , CB NO.11 1 P +-------------------__-----.-_------- :!_N_----- --_'_.---•----•-•- ---- •------- -............,.-,.._-------------------- -----•---••••••••---••------------------- ------------•-••••••••••••----------- - 0 CASE A Do I STA. 19+10.78 H , I `Q100=18.1 CFS 5 : 8" V.C.P. SEWER SEE � o BC i i STREET N TA R R A G 0"A Y SWR PLAN DWG. NO. vWi U j i 1 / !_ -_-__ _�__-_ . _... _. 2 N00'0�3'33"E­­ fpn - _ 38T6"SHEET 6 :......... ........ _.? STA. 22+46.00 J 1 I - - - - ; STA. 19+22.85 z 1 -`O 0 - - R MAIN WATER EC 1052.36 BP SD i w �n G I.__....___ cv 8 WATER ._ --- _ .. ---__ __-._-. _ CROSSING 1051.31 TP SWR sn o I n aE V) 0 t, I-----------••------------------••....- IN .------------.......•••....••-••---------------•.....: �: •••••••••••••....-- _--------------.-.-.-.-...-......•••••..-.----------_ j It ' IIt 7 ! '� �-- - 1 � WI I PROPOSED R/W� ' + ` Q 1 3 0 Ir I N � 31 . 1. 20i- 20' 1` Q Q + . ., Q. W J J 1 IL ,s 3Q ��, 9, N J n � ) mI o � M F_ Q5 3Fn 0 V IL 1 '0� 5 A CONSTRUCTION NOTES Q1 CONSTRUCT CURB OPENING CATCH BASING STRUCTURE PER A.P.W.A)STD. PLAN 300-2 (DETAIL ON SHEET 4) Q2 INSTALL 24 " R.C.P. (D-1350) Q3 CONSTRUCT TRANSITION STRUCTURE PER A.P.W.A STD PLAN 340-1 (DETAIL ON SHEET 6) ® 6ONSTRUCT JUNCTION PER A.P.W.A STD. PLAN 331-2 (DETAIL ON SHEET 5) 5O CONSTRUCT STD. MANHOLE PER A.P.W.A STD. PLAN 320-1 (NO JUNCTION, DETAIL ON SHEET 5) Q INSTALL 48 " R.C.P. (D-1350) p16VSHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO - 0040 YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE BEFORE DIAL .� DA�SMBEFORE CITY ENGINEER MAY REQUIRE REVISIONS TO THE YOU DIG YOU DIGPLANS TO BRING THEM INTO CONFORMANCE WITH TOLL FREE 1-800-227-2600 RECORD DRAWMrii JL8 +r�� A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE ENGR. &ff DATE STANDARDS IN EFFECT. Prepared Under The Supervision Of : �pQ�OFE IO��F111. ��S z Crouse/Beers & Associates, Inc. � �o rq Engineering * Surveying * Planning * Construction Management LA "0' 2 2191 5th Street, Suite 200, Norco, Ca. 92860-1967 Exp. 12-31-31- 05 * h. (951) 7 -2040 Fax (951) 736-5292 frc►v►� ATE OF CAI%i L N. C 0 S R.C.E. No. 23796 EXP. 12/31/05 DATE #] P- �g j " a j �-( e ;; "= vC, '� � 4 ,�,�I L" 11 CITY OF FO NTANA, CALIFORNIA TRACT No. 16678 DRAWN BY: ON-SITE STORM DRAIN SCALE: IMPROVEMENT PLAN DESIGNED BY: PLAN AN ,F0 FI LE DATE OKAPRIL, 2005 CHECKED BY: AP DRAWING NO.: 3 3819 6