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HomeMy WebLinkAbout3894-2I GRAPHIC SCALE 40 0 20 40 80 1 " = 40' DATA I / U= Co Lo _ CN ++ J II �!! Ion U� � tl 1111 = w �I / PROPOSED FINISH + g J SURFACE 0 CIL SD v __ 8" WATER* I I 19 ^ EXISTING GROUND 1617.4± BOT. *EX. UTILITY II TRENCH 19 W m � n Z w 1614.8± BOT. 1 I I w / I „�� Wcr) * EX. UTILITY ; I I N Q + J TRENCH 1 19 EXIST. 8" SEWER I I 1111 `O 19 o `v U 1612.9± BOT. PER PLANS jl TRACT 1325-1 v 3 SHEET 2 OF 4 - j # *EX. UTILITYTRENCH EX. UTILITYTRENCH i LJ N ! I 1607.8± BOT. * 1610.1 ± BOT. 1 19 ����� of (TO BE RELOCATED (TO BE RELOCATED BY OTHERS) BY -OTHERS)•- ^ 1 1607.88 INV. 1 18" RCP _- -S=0.0030 S=0.0030 S=0.0030 S=0.0030 � ------------- EXIST. 36" SD - _ PER PLANS _ D WG. # 3429 SHEET 5 OF 10 co U U m> wz = w> m� `"z m>_ W� I� �z -_ �Q- Z z^ I Z Z II -� I �� �^ Co m>w> > > Nampo W> z_ I- _ Z a Z Z o F- Z Z Z W Z ao of Z o Z ri I co w Lo co �r w - w w - ao �r - - o - co w - - + o + 000 4; - ---+ C� ^ + O �' O (3i.1 ^ U N O a:._ U COO Q n O n N U ^ 3 1'I d- p� .- e} C0 Q- 00 � w CO (p (O N m � O CO O (p + O (n � + O � 00 w IN .� � ri Z 00 O 0, '- wif) et O) N O t� N �t " �O a o :^ ._ ._ ^ (D O N O �"� �' Z uj O) f� Cn _ •� l[j � 00 o 00 ? ,_ ,_ '- O� co �� +1111+�o: o+oo+moo +o o o +o +o +1111 +moo +1111 �- ^ N W (o N Wal (0 O N W O N m (D �"') cp <0 00 (p (0 ^ O W (0 ww o (p Z CO 233.70 LF 18" RCP 199.98 LF 18" RCP 174.65 LF 18" RCP (D-2000) (D-2000) (D-2000) 51.53 LF 18" RCP , (D-2000) � � I f DELTA/BEARING RADIUS LEN./DIST. TANGENT A N51'02'26"W N/A 38.81' N/A B 38'56'53" 22.50' 15.29' 7.96' C N89'59'1 8"W N/A 161.56' N/A O 50'26'32" 22.50' 19.81' 10.60' E N39'34' 10"E N/A 62.20' N/A F 33"16'27" 22.50' 13.07' 6.72' G N06'17'44"E N/A 23.68' N/A H 44'59'56" 22.50' 17.67' 9.32' I N51' 17'40"E N/A 251 .1 6' N/A J N51'18'34"E N/A 49.52' N/A K 44'59'09" 22.50' 17.67' 9.32' L N83'42'1 6"W N/A 9.03' N/A M N08'09'35"W N/A 6.04' N/A N 29-13'47" 22.50' 11.48' 5.87' 0 119'46'28" 22.50' 47.04' 38.79' P N81'17'44"E N/A 6.06' N/A Q N21' 17'46"E N/A 12.93' N/A R 29'59'58" 22.50' 11.78' 6.03' S N51'17'44"E N/A 4.00' N/A T N50'25'50"W N/A 26.42' N/A WATER QUALITY LINE "C" - 1620 - 1610 PROFILE SCALES HORIZ.: 1 "=40' VERT. : 1 "=4' 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 CONSTRUCTION NOTES 12 CONSTRUCT MANHOLE STRUCTURE PER APWA STD. PLAN 321-1 �K CONTRACTOR TO VERIFY PRIOR TO IRr O1 CONSTRUCT 18" RCP ( D -LOAD PER PROFILE ). 15 MODIFY EXIST. CATCH BASIN PER SECTION "E -E" AND "F -F" ON SHEET 3. CONSTRUCTION 2O CONSTRUCT CONCRETE FLARED END SECTION PER CALTRANS STD. PLAN D94B. 16 CONSTRUCT CATCH BASIN PER APWA STD. PLAN 300-2 / *NOTE: FOR STREET SEE TRACT 16325-1, DWG NO.3421, SHEET 2 10 CONSTRUCT MODIFIED BRICK AND MORTAR SEAL PER DETAIL HEREON. 17 CONSTRUCT TRANSITION STRUCTURE PER APWA STD. PLAN 340-1 FOR SEWER SEE TRACT 16325-1, DWG NO.3422, SHEET 2 \ �2 + 1 1 REMOVE INTERFERING PORTIONS OF 36" RCP. 19 CONSTRUCT UTILITY SUPPORT PER APWA STD. PLAN 224-1 OR APPROVED EQUAL. 0 o 4- 16+69.48 LINE "C" CA INT. 16+70.44 EC A CJ C T 16 J r 5 J =4+80.67 HAWK STREET CIL 16+70.97 8" SWR. X-ING 10+38.81 BC l � l J C' ,' � "' _ / 16+61.47 8" WTR. X-ING BOP SDI OT SWR. R 1610.82 8± 10+54.11 EC BOT. WTR. = 1617.4± \ B � , j I 15+00.00 12 TOP SO = 1610.79 I 51 52 45 46 I 4 7 I( 4 R C/L M.H. SHAFT 5 0 10 10+13.84 EXIST. LINE "H" EXIST. LINE "H" EX. 8" SEWER 30" SD SEE PLAN AND PROFILE _ _, - 1 __ _ ON SHEET 6 15'1'16" / ULTIMATE STORM DRAIN DWG. # 3429 i� LINE "H-16" SEE SHT. 7 - - - 30_SD - DWG. # 3429 EX. 30" SD 10+00.00 LINE "H-16" C L INT. 10+11.82 LINE"H-16" =43+15.12 LINE "H" CIL CIL M.H. SHAFT STEEL TROWEL 3" CONCRETE RIDGE EX. 24" WATER DETAIL "B" SCALE: 1 "=10' SEE PROFILE HEREON X18" SD \ 45'00'00 --- --- 36' SD - - ----------- ----- 35+97.84 -- -- BEGIN PIPE RE)WOVAL i (1609.83 INV.) @36+00.18 LINE "H" ` C/L M.H, _SHA T PROP. CP -"2" / DETAIL "A" SCALE: 1 "= 10' EXIST. JUNCTION STRUCTURE INSTALL 8" THICK CLASS 'A" CONCRETE W/ #4 REBAR © 12" 0. C. BOTHWAYS 1 ---EXIST. LINE "H" 18" HDPE 30" RCP FLOW LINE 16+76.98 ELEV. "S" 1609.02 INV. 36+04.43 END _`REMOVAL (1610.08 INV.) --- 36" SD--- �---------- SEE SHEET 5 OF 10 DWG. # 3429 16+79.47 LINE "C" CIL INT. 36+03.83 LINE "H" CIL EXIST. 30" RCP DIRECTION OF i:. Y•• j FLOW .�.� ° COQ . •` ` , .y INSTALL 8" THICK CLASS "A" CONCRETE W/ #4 REBAR 0 12" O.C. BOTHWAYS BRICK AND MORTAR SEAL N. T. S. NOTE: BULKHEAD TO BE CONSTRUCTED AFTER ULTIMATE STORM DRAIN CONNECTION WITH HAWKER CRAWFORD CHANNEL. 12+95.34 LINE "C" C L INT. I I I I Z- • E. 28.9 P.E. rj, 58 =10+00.00 cP-"1" c/L 14.1 P.E. 15.7 P. E. % 17.5 P.E. I_ I 19.5 P.E. 49 I� 23.2 P, E. 16+76.86 LINE "C" 2 I- . 1 „, 36+00.18 LINE "H"47.0 I I 13+36.01 s SWR. X-ING EXIST. UTILITY JOINT TRENCH 21.3 P.E. ,6+52.77 BC I ,2 P.E. I i I CIL M.H. SHAFT 46.4 P.E. x110 44 \ ! �, BOT. SD = 1609.81 PROP. LINE "C" 4+60.34' HiAWK STREET C L INT O F. C EXIST.,. R I 16+79.47 LINE "C" CIL IN T. 1 TOP SWR. = 1605.5± : { /w�' - _ SEE PROFILE HEREON =1+00.00 PEREGRINE WAY CIL =36+03.83 LINE "H" CIL r,, ' 13.4 P.E. �, I� _ __- Ex. c&c N ��-._ _ \ _.�___ _- _. -. _ _ EXIST. LINE "H" I f - - /1 h _ _h H 13+5 . i W i - J W _ SEE PLAN ON SHEET 6 G III II I 5 9 -' -+00 15 ,, _ ;� c�6+00 K PROP. 8" WATER -I EXIST. LINE "H" DWG # 3429 13+34.43 BC - - t' tl _ SS _ L PROW. 8" SEWER I �- ? I 4 7.5 P. E. - - ------ ._--- ----- - - ------ - - ---- ZS- ;::T--fTA � EX.8"SEWER �o SET M - - - ---iL "A" - -- 47 P E f DRAIN _ _. � ` M 1 1 SEE DETA / • 7 � ULTIMATE STORM 1 12+14.69 8" SWR. X-ING 00 E G- i v V EX. C&G J �� I �%_ V T HEREON I LINE "H-16" SEE SHT. 7 BOT. SD = 1607.32 / F _ - 10+12.93 BC \\ 0 N v �� __„`___ + = I DWG # 3429 TOP SWR. = 1605.15 1 - PROP. R W \ =- 1 13+37.62 LINE C" CIL INT. LINE "H' I / 10+06.04 BC -' \\ =1+50.67 HAWK STREET CIL SEE PLAN ON SHEET 5 t�•tI ST STA 1+56.50 1 ----- -_ I �- \\ T PER SD PLAN TR 16325-411 15 CIL CATCH BASIN F° Q \ _ 10+17.52 PRC 12+15.67 BC 13+2WQ 31 S. X-ING 1 / „ „E CP -"2" - - \� 13+10.74 DWG. N0. 3429 I BOT WQ = 1607.66 i SEE PROFILE 12+32.05 36" SD X-ING �i 12+97.68 BC TOP 36" SO = 1607.11 42 4 ( 40 R 1 ON SHEET 4 - - ---- BOT. WQ = 1607.37 12+95.34 � ( F" S. ST. STA. i+60.50 8 EXIST. 8" SEWER SEE DETAIL "B" TOP 36" SO = 1605.56 12= - _ CIL M.H. SHAFT 43 i 18.3 P.E. ; 20.1 P.E. `�7.6 P.E. 5' G4 P CIL CATCH BASIN 15 HEREON 12+35.48 EC i = (1 1 � 9 29.6 P.E. I I�' I ( ( 10+24.71 EC 32' 32' ----------------I C/L CATCH BASIN #1 P. _ _ -----_---__-_ EXIST. 24' WATER - 1 s _ cP-„3„ ,PERE 20' 12' 26.6 P. E. -ROAM 1� - - - - - - l TC=1611.35 I--- _--_-i �,._._..,�- W=4.0, V=3.6' cP-„1„ ST STA. 1+23.26 16 - �� r. r l _' r ~ GRINE �OFESsr.� _ / ROAD CIL CATCH BASIN #2 rR r J J ,� l SEE PROFILE 10+64.56 EC ��� 12+58.19 30" SO X-ING SEE PROFILE TC=1611.44 ON SHEET 4 WAY �� @A TORR BOT. WQ = 1607.45 ON SHEET 4 W=4.0, V=3.4' 10+50.42 LINE "C" CIL INT. TOP 30" SD = 1605.9617 ti =10+00.00 CP -"3" CIL � �� /I " O� G� . - �------�----- _-- ----- __-_ _ _ _..- - CIL TRANSITION STRUCTURE A=84'00'17"; B=18 C=1.47; D,=D2=18" ►t `� rn 10+00.00 LINE "H-16" C L INT. I°0. Gk9• =43+15.12 LIN "H" CIL 10+11.82 LINE"H-16" CIL M.H. SHAFT BASIS OF BEARINGS: * EXP (P 3a 0� * i THE BASIS OF BEARING IS BASED ON THE WESTERLY LEGAL DESCRIPTION: OWNER/DEVELOPER SOIL ENGINEER I 2 3 UNE OF THE NORTHEAST OUARTER OF SECTION 23, Centex Homes ALBUS-KEEFE AND ASSOC. `rgjF C 1 V 1 \-e��P 4 6 TOWNSHIP 1 NORTH, RANGE 6 WEST, S.B.M. AS SHOWN BEING A SUBDIVISION OF A PORTION OF THE NORTHEAST 1/4 OF SECTION 23 AND A PORTION OF THE NORTHWEST 2280 Wardlow Circle 1011 N. Armando Street R QUALITY2 OF CA1-ti� 51.3 P. E. 51.6 P. E. 51.9 P. E. 2.3 F ON FINAL 1/4 OF SECTION 24 BOTH OF TOWNSHIP 1 NORTH RANO= 6 WEST SAN BERNARDINO MERIDIAN TRACT MAP NO, 13750, FILED IN BOOK 250, ,COUNTY OF SAN Corona, CA 92880 Anaheim, CA 92806 AT PAGES 48 THROUGH 66, INCLUSIVE, IN THE OFFICE BERNARDINO. Ph: (909) 279-4000 Ph: (714) 630-1626 OF THE COUNTY RECORDER OF SAN BERNARDINO Fax: (909) 273-2100 Fax: (714) 630-1916 COUNTY, BEING NORTH 00'30'24' WEST. BENCH MARK: DATE ENGR. CITY DATE DESCRIBED BY METROPOLITAN WATER DISTRICT SO. vAl�] � In L INL: IFIFG F F RECORD DkAj G SEAL-ENGfNEER CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT PLANS A111CASC DRAWN BY: SCALE: 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 O.S. WATER -QUALITY LINE "C" AS SHOWN PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY: DATE: A.T. �'" RAC 16325-1 JUNE 2005 �D BY: ARIC TORREYSON R.C.E. NO. 66068 IT 06-30 CHECKED BY: APP VIED BY DRAWING NO.: • /S ,�� 1/8 DATE: c.v.A �.0{. 3894 Z7 411 CITY ENGINEER R.C.E. 51152 DATE: CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 0 FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH BEFDIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO ON THE NORTHWEST CORNER OF A 10 FOOT WIDE YOU DI DAYOU YS BDIG ORE BRING THEM INTO CONFORMANCE WITH CONDITIONS AND CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD Y❑U DIG STANDARDS IN EFFECT. MWDSC 3 INCH BRASS DISK STAMPED "33A 1992". TOLL FREE 1-800-227-2600 NAVD 88 - 1508.56 (FEET) A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT Z IQECORD DRA W/A/GS x/08 AA4T �1N o 6", wARIC M. TORREYSO C= No. 66068 9 Exp.06-30-06 I v I ��\Q F OF c EXP DELTA/BEARING RADIUS LEN./DIST. TANGENT A N51'02'26"W N/A 38.81' N/A B 38'56'53" 22.50' 15.29' 7.96' C N89'59'1 8"W N/A 161.56' N/A O 50'26'32" 22.50' 19.81' 10.60' E N39'34' 10"E N/A 62.20' N/A F 33"16'27" 22.50' 13.07' 6.72' G N06'17'44"E N/A 23.68' N/A H 44'59'56" 22.50' 17.67' 9.32' I N51' 17'40"E N/A 251 .1 6' N/A J N51'18'34"E N/A 49.52' N/A K 44'59'09" 22.50' 17.67' 9.32' L N83'42'1 6"W N/A 9.03' N/A M N08'09'35"W N/A 6.04' N/A N 29-13'47" 22.50' 11.48' 5.87' 0 119'46'28" 22.50' 47.04' 38.79' P N81'17'44"E N/A 6.06' N/A Q N21' 17'46"E N/A 12.93' N/A R 29'59'58" 22.50' 11.78' 6.03' S N51'17'44"E N/A 4.00' N/A T N50'25'50"W N/A 26.42' N/A WATER QUALITY LINE "C" - 1620 - 1610 PROFILE SCALES HORIZ.: 1 "=40' VERT. : 1 "=4' 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 CONSTRUCTION NOTES 12 CONSTRUCT MANHOLE STRUCTURE PER APWA STD. PLAN 321-1 �K CONTRACTOR TO VERIFY PRIOR TO IRr O1 CONSTRUCT 18" RCP ( D -LOAD PER PROFILE ). 15 MODIFY EXIST. CATCH BASIN PER SECTION "E -E" AND "F -F" ON SHEET 3. CONSTRUCTION 2O CONSTRUCT CONCRETE FLARED END SECTION PER CALTRANS STD. PLAN D94B. 16 CONSTRUCT CATCH BASIN PER APWA STD. PLAN 300-2 / *NOTE: FOR STREET SEE TRACT 16325-1, DWG NO.3421, SHEET 2 10 CONSTRUCT MODIFIED BRICK AND MORTAR SEAL PER DETAIL HEREON. 17 CONSTRUCT TRANSITION STRUCTURE PER APWA STD. PLAN 340-1 FOR SEWER SEE TRACT 16325-1, DWG NO.3422, SHEET 2 \ �2 + 1 1 REMOVE INTERFERING PORTIONS OF 36" RCP. 19 CONSTRUCT UTILITY SUPPORT PER APWA STD. PLAN 224-1 OR APPROVED EQUAL. 0 o 4- 16+69.48 LINE "C" CA INT. 16+70.44 EC A CJ C T 16 J r 5 J =4+80.67 HAWK STREET CIL 16+70.97 8" SWR. X-ING 10+38.81 BC l � l J C' ,' � "' _ / 16+61.47 8" WTR. X-ING BOP SDI OT SWR. R 1610.82 8± 10+54.11 EC BOT. WTR. = 1617.4± \ B � , j I 15+00.00 12 TOP SO = 1610.79 I 51 52 45 46 I 4 7 I( 4 R C/L M.H. SHAFT 5 0 10 10+13.84 EXIST. LINE "H" EXIST. LINE "H" EX. 8" SEWER 30" SD SEE PLAN AND PROFILE _ _, - 1 __ _ ON SHEET 6 15'1'16" / ULTIMATE STORM DRAIN DWG. # 3429 i� LINE "H-16" SEE SHT. 7 - - - 30_SD - DWG. # 3429 EX. 30" SD 10+00.00 LINE "H-16" C L INT. 10+11.82 LINE"H-16" =43+15.12 LINE "H" CIL CIL M.H. SHAFT STEEL TROWEL 3" CONCRETE RIDGE EX. 24" WATER DETAIL "B" SCALE: 1 "=10' SEE PROFILE HEREON X18" SD \ 45'00'00 --- --- 36' SD - - ----------- ----- 35+97.84 -- -- BEGIN PIPE RE)WOVAL i (1609.83 INV.) @36+00.18 LINE "H" ` C/L M.H, _SHA T PROP. CP -"2" / DETAIL "A" SCALE: 1 "= 10' EXIST. JUNCTION STRUCTURE INSTALL 8" THICK CLASS 'A" CONCRETE W/ #4 REBAR © 12" 0. C. BOTHWAYS 1 ---EXIST. LINE "H" 18" HDPE 30" RCP FLOW LINE 16+76.98 ELEV. "S" 1609.02 INV. 36+04.43 END _`REMOVAL (1610.08 INV.) --- 36" SD--- �---------- SEE SHEET 5 OF 10 DWG. # 3429 16+79.47 LINE "C" CIL INT. 36+03.83 LINE "H" CIL EXIST. 30" RCP DIRECTION OF i:. Y•• j FLOW .�.� ° COQ . •` ` , .y INSTALL 8" THICK CLASS "A" CONCRETE W/ #4 REBAR 0 12" O.C. BOTHWAYS BRICK AND MORTAR SEAL N. T. S. NOTE: BULKHEAD TO BE CONSTRUCTED AFTER ULTIMATE STORM DRAIN CONNECTION WITH HAWKER CRAWFORD CHANNEL. 12+95.34 LINE "C" C L INT. I I I I Z- • E. 28.9 P.E. rj, 58 =10+00.00 cP-"1" c/L 14.1 P.E. 15.7 P. E. % 17.5 P.E. I_ I 19.5 P.E. 49 I� 23.2 P, E. 16+76.86 LINE "C" 2 I- . 1 „, 36+00.18 LINE "H"47.0 I I 13+36.01 s SWR. X-ING EXIST. UTILITY JOINT TRENCH 21.3 P.E. ,6+52.77 BC I ,2 P.E. I i I CIL M.H. SHAFT 46.4 P.E. x110 44 \ ! �, BOT. SD = 1609.81 PROP. LINE "C" 4+60.34' HiAWK STREET C L INT O F. C EXIST.,. R I 16+79.47 LINE "C" CIL IN T. 1 TOP SWR. = 1605.5± : { /w�' - _ SEE PROFILE HEREON =1+00.00 PEREGRINE WAY CIL =36+03.83 LINE "H" CIL r,, ' 13.4 P.E. �, I� _ __- Ex. c&c N ��-._ _ \ _.�___ _- _. -. _ _ EXIST. LINE "H" I f - - /1 h _ _h H 13+5 . i W i - J W _ SEE PLAN ON SHEET 6 G III II I 5 9 -' -+00 15 ,, _ ;� c�6+00 K PROP. 8" WATER -I EXIST. LINE "H" DWG # 3429 13+34.43 BC - - t' tl _ SS _ L PROW. 8" SEWER I �- ? I 4 7.5 P. E. - - ------ ._--- ----- - - ------ - - ---- ZS- ;::T--fTA � EX.8"SEWER �o SET M - - - ---iL "A" - -- 47 P E f DRAIN _ _. � ` M 1 1 SEE DETA / • 7 � ULTIMATE STORM 1 12+14.69 8" SWR. X-ING 00 E G- i v V EX. C&G J �� I �%_ V T HEREON I LINE "H-16" SEE SHT. 7 BOT. SD = 1607.32 / F _ - 10+12.93 BC \\ 0 N v �� __„`___ + = I DWG # 3429 TOP SWR. = 1605.15 1 - PROP. R W \ =- 1 13+37.62 LINE C" CIL INT. LINE "H' I / 10+06.04 BC -' \\ =1+50.67 HAWK STREET CIL SEE PLAN ON SHEET 5 t�•tI ST STA 1+56.50 1 ----- -_ I �- \\ T PER SD PLAN TR 16325-411 15 CIL CATCH BASIN F° Q \ _ 10+17.52 PRC 12+15.67 BC 13+2WQ 31 S. X-ING 1 / „ „E CP -"2" - - \� 13+10.74 DWG. N0. 3429 I BOT WQ = 1607.66 i SEE PROFILE 12+32.05 36" SD X-ING �i 12+97.68 BC TOP 36" SO = 1607.11 42 4 ( 40 R 1 ON SHEET 4 - - ---- BOT. WQ = 1607.37 12+95.34 � ( F" S. ST. STA. i+60.50 8 EXIST. 8" SEWER SEE DETAIL "B" TOP 36" SO = 1605.56 12= - _ CIL M.H. SHAFT 43 i 18.3 P.E. ; 20.1 P.E. `�7.6 P.E. 5' G4 P CIL CATCH BASIN 15 HEREON 12+35.48 EC i = (1 1 � 9 29.6 P.E. I I�' I ( ( 10+24.71 EC 32' 32' ----------------I C/L CATCH BASIN #1 P. _ _ -----_---__-_ EXIST. 24' WATER - 1 s _ cP-„3„ ,PERE 20' 12' 26.6 P. E. -ROAM 1� - - - - - - l TC=1611.35 I--- _--_-i �,._._..,�- W=4.0, V=3.6' cP-„1„ ST STA. 1+23.26 16 - �� r. r l _' r ~ GRINE �OFESsr.� _ / ROAD CIL CATCH BASIN #2 rR r J J ,� l SEE PROFILE 10+64.56 EC ��� 12+58.19 30" SO X-ING SEE PROFILE TC=1611.44 ON SHEET 4 WAY �� @A TORR BOT. WQ = 1607.45 ON SHEET 4 W=4.0, V=3.4' 10+50.42 LINE "C" CIL INT. TOP 30" SD = 1605.9617 ti =10+00.00 CP -"3" CIL � �� /I " O� G� . - �------�----- _-- ----- __-_ _ _ _..- - CIL TRANSITION STRUCTURE A=84'00'17"; B=18 C=1.47; D,=D2=18" ►t `� rn 10+00.00 LINE "H-16" C L INT. I°0. Gk9• =43+15.12 LIN "H" CIL 10+11.82 LINE"H-16" CIL M.H. SHAFT BASIS OF BEARINGS: * EXP (P 3a 0� * i THE BASIS OF BEARING IS BASED ON THE WESTERLY LEGAL DESCRIPTION: OWNER/DEVELOPER SOIL ENGINEER I 2 3 UNE OF THE NORTHEAST OUARTER OF SECTION 23, Centex Homes ALBUS-KEEFE AND ASSOC. `rgjF C 1 V 1 \-e��P 4 6 TOWNSHIP 1 NORTH, RANGE 6 WEST, S.B.M. AS SHOWN BEING A SUBDIVISION OF A PORTION OF THE NORTHEAST 1/4 OF SECTION 23 AND A PORTION OF THE NORTHWEST 2280 Wardlow Circle 1011 N. Armando Street R QUALITY2 OF CA1-ti� 51.3 P. E. 51.6 P. E. 51.9 P. E. 2.3 F ON FINAL 1/4 OF SECTION 24 BOTH OF TOWNSHIP 1 NORTH RANO= 6 WEST SAN BERNARDINO MERIDIAN TRACT MAP NO, 13750, FILED IN BOOK 250, ,COUNTY OF SAN Corona, CA 92880 Anaheim, CA 92806 AT PAGES 48 THROUGH 66, INCLUSIVE, IN THE OFFICE BERNARDINO. Ph: (909) 279-4000 Ph: (714) 630-1626 OF THE COUNTY RECORDER OF SAN BERNARDINO Fax: (909) 273-2100 Fax: (714) 630-1916 COUNTY, BEING NORTH 00'30'24' WEST. BENCH MARK: DATE ENGR. CITY DATE DESCRIBED BY METROPOLITAN WATER DISTRICT SO. vAl�] � In L INL: IFIFG F F RECORD DkAj G SEAL-ENGfNEER CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT PLANS A111CASC DRAWN BY: SCALE: 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 O.S. WATER -QUALITY LINE "C" AS SHOWN PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY: DATE: A.T. �'" RAC 16325-1 JUNE 2005 �D BY: ARIC TORREYSON R.C.E. NO. 66068 IT 06-30 CHECKED BY: APP VIED BY DRAWING NO.: • /S ,�� 1/8 DATE: c.v.A �.0{. 3894 Z7 411 CITY ENGINEER R.C.E. 51152 DATE: CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 0 FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH BEFDIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO ON THE NORTHWEST CORNER OF A 10 FOOT WIDE YOU DI DAYOU YS BDIG ORE BRING THEM INTO CONFORMANCE WITH CONDITIONS AND CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD Y❑U DIG STANDARDS IN EFFECT. MWDSC 3 INCH BRASS DISK STAMPED "33A 1992". TOLL FREE 1-800-227-2600 NAVD 88 - 1508.56 (FEET) A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT Z IQECORD DRA W/A/GS x/08 AA4T �1N o 6", wARIC M. TORREYSO C= No. 66068 9 Exp.06-30-06 I v I ��\Q F OF c EXP L INL: IFIFG F F RECORD DkAj G SEAL-ENGfNEER CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT PLANS A111CASC DRAWN BY: SCALE: 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 O.S. WATER -QUALITY LINE "C" AS SHOWN PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY: DATE: A.T. �'" RAC 16325-1 JUNE 2005 �D BY: ARIC TORREYSON R.C.E. NO. 66068 IT 06-30 CHECKED BY: APP VIED BY DRAWING NO.: • /S ,�� 1/8 DATE: c.v.A �.0{. 3894 Z7 411 CITY ENGINEER R.C.E. 51152 DATE: CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 0 FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH BEFDIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO ON THE NORTHWEST CORNER OF A 10 FOOT WIDE YOU DI DAYOU YS BDIG ORE BRING THEM INTO CONFORMANCE WITH CONDITIONS AND CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD Y❑U DIG STANDARDS IN EFFECT. MWDSC 3 INCH BRASS DISK STAMPED "33A 1992". TOLL FREE 1-800-227-2600 NAVD 88 - 1508.56 (FEET) A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT Z IQECORD DRA W/A/GS x/08 AA4T �1N o 6", wARIC M. TORREYSO C= No. 66068 9 Exp.06-30-06 I v I ��\Q F OF c EXP o 6", wARIC M. TORREYSO C= No. 66068 9 Exp.06-30-06 I v I ��\Q F OF c EXP