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NS_ 811 CP N WCT L t FUTURE JOIN 8° RCP FI 5�-Oa 35 D 35 - -q�' tfi 9:-- M) -f GI tl _18812-5- -INV,J - 135-) 115 116 117 118 119 120 121 122 123 POTHOLE VERIFICATION THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ADDITIONAL UNDERGROUND FACILITIES MAY 35 EXIST. OR THE LOCATION OF FACILITIES MAY DIFFER FROM THE N�o-'� LOCATIONS SHOWN ON THE PL ANS . THE CONTRACTOR SHALL. AT HIS OWN SOUTH HIGHLAND AVENUE # m EXPENSE. DETERMINE THE EXACT LOCATION OF ALL SUCH UNDERGROUND coonkDao UTILITIES PRIOR TO DOING ANY WORK OR TAKING ANY ACTION THAT MAY PROPOSED R/W _ • U DAMAGE SUCH FACILITES OR INTERFERE WITH THEIR CONTINUOUS 0°0- I a OPERAT I ONS • UPON^LES N I NG 0- T.HE__EX1.5.TE.NCE AND LOCATION OF ANY -- --- - -- -- UNDERGROUND FACILITIES NOT SHOWN ACCURATELY ON THESE PLANS OR _-� ,� INT 121+80.8648' SD � � > NOT PROPERLY MARKED BY THE UTILITY OWN R, TIE CONTRA TOR S ALL / �-- STA 10+00.00 36 SID 0 TH ` IMMEDIATELY NOTIFY HE UTILITY OWNER AND THE ENGINEER BY TELEPHONE / % N A=30', B=3 C=5' `� N TOE OF SLOPE J/ X n j " 1 " co HIGH�iA►ND VE AND IN WRITING. h / w O D '24 , D. Iq8 z `� ROPOSED R/W n R= 1491.4 . S= 1491.45 I �" �� -- E M ;O R R Y 0 U,T� S,T T U R E - `'� c., i Ua { - 3 C IT,TRANS , ===- Sfih - 3E MAI TAIN�DG B bONTRAC R n r c7 % r! - ..----- y - -o `1- _ SCI . 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R / w _ ._ _ _ Jf o ��- ,f _ _ro �__ _ _ 5 f _ - _ _ --- - --- _ - -- _ _ -33 --- - -- - - - _ ' _ 5 , rn r� _ p,_.. -S _ --5 -- _--5 ---- ---5 - -- - s -- S -$ -` -T f� •T S �--- - - __ _ -- - _ _ _- --- -7r7 1 _ -. + � -- --- -- _ -- _ --_ - - - - ,E 29° 4 ' S� N�I" 115' 2' WA N4 ° 00'0-E cf PROPOSED FUTURE 48' RC TO BE - - --_ - �-= _ .:. <_- ----------.�-._ ._ -- - - - --- 37 EXIST. R/W - - _::... ?; -- - - - ___.. ..........-•---_.....--•---........_L ............. ... ` _ _. -._ .. CONSTRUCTED"BY O HERS A w 3'PER STORM DRAIN I POOVEMENT S `�o ```�----`�-`== �- f _ - n PLANS REPAIRED B `.= a- F- o �� �, ■ ■ �t✓W �. a, BOYLE ltNGINEEl4 NG---�•---- �--� o z -� 0 `" 44 N In ©\ (� - z PROPOSED CURB AND -1 LIN �/ r+ a o ,1 • - 0 o ti �` o _ o PROP. 36" SD + w c �o o� i-- + 2 r R cn GUTTER SEE STREET 5 M o U-- rn -� N a- - r. U t- - o � o SEE SHE 2-, ' N o ro w +: M 5 + +� o o - a w -= 5 w W w IMPROVEMENT PLANS Q f 0 , ED - o ao o `r'� 1 `��' o ani a+o� o o DWG.NO.2997 N ,o 0000 LO -Nv STREET Q I N t- 0 N n- N � SHEET N0. 27 z PROPOSED 10' SEWER SEE ,°,,° a o a , PROPOSED N a t- a rn N C4 0 o F-- o � R/W z � D t- a Z v Z W_ x x °a SEWER IMPROVEMENT 1 _ + - cn " 0._.,-�- �, v� o Q' U �-- 52 CL cn '- V) c� o- 39 q 3 Ln c� a CL w w PLANS DWG. N0. 335 H H 'AVE U o '- � :0 a SHEET N0. I o z a N N CO F- 34' 2' MIN. n45 3Y94 3 SEE STORM DRAIN PLAN � - 8.5' MAX. 28.9 E/P 11.5' PROPOSED SURFACE DELINEATOR 20 10 0 20 40 60 80 100 I 2Y, 5% MAX EXIST. GROUND SCALE: In=40' HYDRAULIC DATA REACH 0 ( 100) PIPE DIA n So Sf Vf (fps) Dc LINE "An- STA. 115+71.33 -STA. 1 18+ 12. 25 54.94 48" 0.013 0. 0220 0. 0220 14. 21 2.23 STA. 118+17.75 -STA. 121+80.47 54.94 48" 0.013 0.0201 0.0201 13.76 2. 23 STA. 121+88.72 -STA. 122+42.91 6.84 24" 0.013 mom 0.0824 13.62 0. 93 STA. 122+42.91 -STA. 123+32.05 6.84 24" 0.013. . 0. 0362 0 9.93 molt STA. 123+36.72 -STA. 123+81.37 3.64 24" low 0.0363 0 1.78 0.67 �4FIS'LMIJ H OT 0 3.52 0 / 1.0 . � / / C oply> = ao ly CL / DO Z � �Wz o �, z " x z t 1. NTw cn ao N �.1., w `n v) w I!5- 96,9 CNS RCT 21 .2 LJC TR C_T 3 2.7 F ( 13. ,9 ) ���.. NS_ 811 CP N WCT L t FUTURE JOIN 8° RCP FI 5�-Oa 35 D 35 - -q�' tfi 9:-- M) -f GI tl _18812-5- -INV,J - 135-) 115 116 117 118 119 120 121 122 123 POTHOLE VERIFICATION THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ADDITIONAL UNDERGROUND FACILITIES MAY 35 EXIST. OR THE LOCATION OF FACILITIES MAY DIFFER FROM THE N�o-'� LOCATIONS SHOWN ON THE PL ANS . THE CONTRACTOR SHALL. AT HIS OWN SOUTH HIGHLAND AVENUE # m EXPENSE. DETERMINE THE EXACT LOCATION OF ALL SUCH UNDERGROUND coonkDao UTILITIES PRIOR TO DOING ANY WORK OR TAKING ANY ACTION THAT MAY PROPOSED R/W _ • U DAMAGE SUCH FACILITES OR INTERFERE WITH THEIR CONTINUOUS 0°0- I a OPERAT I ONS • UPON^LES N I NG 0- T.HE__EX1.5.TE.NCE AND LOCATION OF ANY -- --- - -- -- UNDERGROUND FACILITIES NOT SHOWN ACCURATELY ON THESE PLANS OR _-� ,� INT 121+80.8648' SD � � > NOT PROPERLY MARKED BY THE UTILITY OWN R, TIE CONTRA TOR S ALL / �-- STA 10+00.00 36 SID 0 TH ` IMMEDIATELY NOTIFY HE UTILITY OWNER AND THE ENGINEER BY TELEPHONE / % N A=30', B=3 C=5' `� N TOE OF SLOPE J/ X n j " 1 " co HIGH�iA►ND VE AND IN WRITING. h / w O D '24 , D. Iq8 z `� ROPOSED R/W n R= 1491.4 . S= 1491.45 I �" �� -- E M ;O R R Y 0 U,T� S,T T U R E - `'� c., i Ua { - 3 C IT,TRANS , ===- Sfih - 3E MAI TAIN�DG B bONTRAC R n r c7 % r! - ..----- y - -o `1- _ SCI . R/W U T) � SA CH T M E �IA T H � DOWNS E A M ._. c7 `��- _ r--'� �,,,,,,,•.. - � ...- ,.,�.. �.�.. ; .w - =� _ - W . - -_ -.._....�1.OR b.R.AINJ.IMPRO.V E -M µN1,.5 -HAVE -a- _____ _. _. ,..�. .., .... ...... .� ...,.. �.. ,.°°" o Y, ■ ■ " B N CHT' _-_ E __ _ _ �._ s< - ___...___ _f- _ �, .- f - K=- U /U , , Afi �► 0 ,� EA _ - --�" -_ - c ___ cam- _.--�,,.r..- - _ _ ° - �:- -- - --- ao w� c /. �'--- - ° o _.... - - �- ° E X T I N� 1" S EW E _ _ _ _._...�--'` �� / -1 --�, 3 7 / Q, % --I ° a' ° SEE SEWER --IMP OVEME-NT- / - -� - o ao / N "- cr a, - /'� CU RUS AVE. . - �� �-PIANS=PEGIDW((���-{{x�{{00 4�� - T �: _. - _-- �._._-v - - E - <zI i _ _= - 4Tir'1V a. fir.:• _.._.'y'F _._-- �� Q+�. 1 �� SHEET{ 2 AND 3 g7' 8 9 +CS4 N� N 01 00° 15' 02' W _ �. Q- N _�--- __ __ _ -� _ LIN----■A� _ N B 8-�1- .- x I s. R / w _ ._ _ _ Jf o ��- ,f _ _ro �__ _ _ 5 f _ - _ _ --- - --- _ - -- _ _ -33 --- - -- - - - _ ' _ 5 , rn r� _ p,_.. -S _ --5 -- _--5 ---- ---5 - -- - s -- S -$ -` -T f� •T S �--- - - __ _ -- - _ _ _- --- -7r7 1 _ -. + � -- --- -- _ -- _ --_ - - - - ,E 29° 4 ' S� N�I" 115' 2' WA N4 ° 00'0-E cf PROPOSED FUTURE 48' RC TO BE - - --_ - �-= _ .:. <_- ----------.�-._ ._ -- - - - --- 37 EXIST. R/W - - _::... ?; -- - - - ___.. ..........-•---_.....--•---........_L ............. ... ` _ _. -._ .. CONSTRUCTED"BY O HERS A w 3'PER STORM DRAIN I POOVEMENT S `�o ```�----`�-`== �- f _ - n PLANS REPAIRED B `.= a- F- o �� �, ■ ■ �t✓W �. a, BOYLE ltNGINEEl4 NG---�•---- �--� o z -� 0 `" 44 N In ©\ (� - z PROPOSED CURB AND -1 LIN �/ r+ a o ,1 • - 0 o ti �` o _ o PROP. 36" SD + w c �o o� i-- + 2 r R cn GUTTER SEE STREET 5 M o U-- rn -� N a- - r. U t- - o � o SEE SHE 2-, ' N o ro w +: M 5 + +� o o - a w -= 5 w W w IMPROVEMENT PLANS Q f 0 , ED - o ao o `r'� 1 `��' o ani a+o� o o DWG.NO.2997 N ,o 0000 LO -Nv STREET Q I N t- 0 N n- N � SHEET N0. 27 z PROPOSED 10' SEWER SEE ,°,,° a o a , PROPOSED N a t- a rn N C4 0 o F-- o � R/W z � D t- a Z v Z W_ x x °a SEWER IMPROVEMENT 1 _ + - cn " 0._.,-�- �, v� o Q' U �-- 52 CL cn '- V) c� o- 39 q 3 Ln c� a CL w w PLANS DWG. N0. 335 H H 'AVE U o '- � :0 a SHEET N0. I o z a N N CO F- 34' 2' MIN. n45 3Y94 3 SEE STORM DRAIN PLAN � - 8.5' MAX. 28.9 E/P 11.5' PROPOSED SURFACE DELINEATOR 20 10 0 20 40 60 80 100 I 2Y, 5% MAX EXIST. GROUND SCALE: In=40' HYDRAULIC DATA REACH 0 ( 100) PIPE DIA n So Sf Vf (fps) Dc LINE "An- STA. 115+71.33 -STA. 1 18+ 12. 25 54.94 48" 0.013 0. 0220 0. 0220 14. 21 2.23 STA. 118+17.75 -STA. 121+80.47 54.94 48" 0.013 0.0201 0.0201 13.76 2. 23 STA. 121+88.72 -STA. 122+42.91 6.84 24" 0.013 0. 091 3 0.0824 13.62 0. 93 STA. 122+42.91 -STA. 123+32.05 6.84 24" 0.013. . 0. 0362 0.0347 9.93 0.93 STA. 123+36.72 -STA. 123+81.37 3.64 24" 0.013 0.0363 0.0006 1.78 0.67 LAT ' A" - STA. 10+01. 75 -STA. 10+81. 01 3. 20 18" 0. 0 �3 . 0. 0 164 0. 00 16 2. 56 0. 68 mmmma N ~ SHEET 2 z C_p 35 CURVE DATA a 42 NO. A R L T OA 150 00'00' ' 45. 00' 1 1. 78' 5.92 OB 150 00'00' ' 22. 50'* 5. 89' 2. 96' OC 450 15'02' ' 22. 50'* 17. 77' 9. 38' NOTE: * WILL REQUIRE BEVELED PIPE FL PLACE SAND BAGS AT ELEVATION REV. REVISION DESCRIPTION DATE ENGR. CITY DATE PLANS PREPARED BY: HIGHER THAN EDGE OF PAVEMENT A SHOULD CONSTRUCTION OF THE REQUIRED PROFESS/pN TO PREVENT FLOWS FROM ENTERING I CALTRNGFS ANS eHA- P&•RMND IT G•1�D3 : "� o 4� THE ADJACENT PROPERTY IMPROVEMENTS NOT COMMENCE WITHIN TWO W WILLDAN PROPOSED 48" RCP R �AWIM.- "Z�"� (''w� �`NO. 4�o y�% YEARS OF THE DATE OF APPROVAL SHOWN HEREON �, 27042 Towne Centre Drive, Suite 270 DRAWN BY: c, 56185 Foothill RAnch, CA 92610 W I LLDA AND CARRIED FORTH IN A DILIGENT MANNER, THE � X (949)470-8840 DIAL i TWO WORKING DESIGNED BY: BEFORE DAYS BEFORE CITY ENGINEER MAY REQUIRE REVISIONS TO THE EXP. 12-31-04 UNDER T E SUPERVISION OF: SECTION A -A YOU DIG YOU DIG PLANS TO BRING THEM INTO CONFORMANCE WITH �'���� ENG�N��� Cr WI LLDA NO SCALL TOLL FREE I-800-227-2600gr `P Dat?. 4-14-03 CHECKED BY: A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. EOF CAL F° KENNETH C. TAYLOR R.C.E. 56185 W I LLDA EXISTI. GROU D 2 PEIR [DETAIL I& TEL. LL AJ + o ( 4 I� ) 15x0 'D' I0 II CONSTRUCTION NOTES: 30 CONSTRUCT 18 -INCH RCP (D -LOAD PER PLAN) 31 CONSTRUCT 24 -INCH RCP (D -LOAD PER PLAN) 33 CONSTRUCT 48 -INCH RCP (D -LOAD PER PLAN) 35 CONSTRUCT CURB OPENING CATCH BASIN PER A. P. W. A. STD. PLAN NO. 300-2. 35 CONSTRUCT CURB OPENING CATCH BASIN PER CALTRANS STD. PLAN D72 TYPE OL INLET 37 REMOVE EXISTING STORM DRAIN AND ASSOCIATED APPURTENANCES 38 CONSTRUCT CONCRETE COLLAR PER A. P. W. A. STD. PLAN NO. 380-3 39 CONSTRUCT JUNCTION STRUCTURE PER A. P.W. A. STD. PLAN 331-2 40 CONSTRUCT MANHOLE PIPE TO PIPE PER A. P. W. A. STD. PLAN NO. 322- 1 4 I CONSTRUCT MANHOLE PER A. P. W. A. STD.. PLAN NO. 320-1 42 CONSTRUCT MANHOLE PER A. P. W. A. STD. PLAN NO. 321-1 43 CONSTRUCT 36' CMP RISER (TEMPORARY OUTLET STRUCTURE) PER CALTRANS STANDARD PLAN NO. D75B 44 PLACE ONE ROW OF SAND BAGS, TWO BAGS HIGH 45 CONSTRUCT 6' THICK BRICK AND MORTAR PLUG (TO BE REMOVED IN FUTURE DOWNSTREAM CONNECTION) 50 INSTALL TYPE I CLASS F DELINEATOR. CROSS-REFERENCE NOTES: I. SEE SHEET 2 OF 7 FOR TRENCH DETAIL 2. LOCAL DEPRESSION TO BE CONSTRUCTED PER STREET IMPROVEMENT PLANS DWG. N0, 2997 SHEET NO. 10 3. FOR TITLE SHEET, SHEET INDEX AND MAP, GENERAL NOTES, BASIS OF BEARINGS AND BENCHMARK, SEE DWG. NO. 2997, SHEETS I THRU 3 4. TRENCH REPAIR SHALL BE PER CITY OF FONTANA STD. PLAN NO 131. SEE PROFILE FOR LIMITS 5. FOR A.P.W.A. AND CALTRANS STANDARD PLANS SEE DWG. NO. 2997 SHEETS 9 THRU 13 PERMIT NOo 08-03mN=MC-0483 a 0 CITY OF FONTANA STORM DRAIN IMPROVEMENTS N CITRUS AVENUE Sc�L"=40' jROM ±650' SOUTH OF SOUTH DATE: N HIGHLAND AVE TO SOUTH HIGHLAND AVE 04-14-03 AP. OVED BY:_. �..� DRAWING NO.: I N 3001 7 CITY ENGINEER R.C.E. 51152 DATE: PROFILE SCALE HORIZ: 1' = 40' VERT: 1' = 4' EXISTI. GROU D 2 PEIR [DETAIL I& TEL. LL AJ + o ( 4 I� ) 15x0 'D' I0 II CONSTRUCTION NOTES: 30 CONSTRUCT 18 -INCH RCP (D -LOAD PER PLAN) 31 CONSTRUCT 24 -INCH RCP (D -LOAD PER PLAN) 33 CONSTRUCT 48 -INCH RCP (D -LOAD PER PLAN) 35 CONSTRUCT CURB OPENING CATCH BASIN PER A. P. W. A. STD. PLAN NO. 300-2. 35 CONSTRUCT CURB OPENING CATCH BASIN PER CALTRANS STD. PLAN D72 TYPE OL INLET 37 REMOVE EXISTING STORM DRAIN AND ASSOCIATED APPURTENANCES 38 CONSTRUCT CONCRETE COLLAR PER A. P. W. A. STD. PLAN NO. 380-3 39 CONSTRUCT JUNCTION STRUCTURE PER A. P.W. A. STD. PLAN 331-2 40 CONSTRUCT MANHOLE PIPE TO PIPE PER A. P. W. A. STD. PLAN NO. 322- 1 4 I CONSTRUCT MANHOLE PER A. P. W. A. STD.. PLAN NO. 320-1 42 CONSTRUCT MANHOLE PER A. P. W. A. STD. PLAN NO. 321-1 43 CONSTRUCT 36' CMP RISER (TEMPORARY OUTLET STRUCTURE) PER CALTRANS STANDARD PLAN NO. D75B 44 PLACE ONE ROW OF SAND BAGS, TWO BAGS HIGH 45 CONSTRUCT 6' THICK BRICK AND MORTAR PLUG (TO BE REMOVED IN FUTURE DOWNSTREAM CONNECTION) 50 INSTALL TYPE I CLASS F DELINEATOR. CROSS-REFERENCE NOTES: I. SEE SHEET 2 OF 7 FOR TRENCH DETAIL 2. LOCAL DEPRESSION TO BE CONSTRUCTED PER STREET IMPROVEMENT PLANS DWG. N0, 2997 SHEET NO. 10 3. FOR TITLE SHEET, SHEET INDEX AND MAP, GENERAL NOTES, BASIS OF BEARINGS AND BENCHMARK, SEE DWG. NO. 2997, SHEETS I THRU 3 4. TRENCH REPAIR SHALL BE PER CITY OF FONTANA STD. PLAN NO 131. SEE PROFILE FOR LIMITS 5. FOR A.P.W.A. AND CALTRANS STANDARD PLANS SEE DWG. NO. 2997 SHEETS 9 THRU 13 PERMIT NOo 08-03mN=MC-0483 a 0 CITY OF FONTANA STORM DRAIN IMPROVEMENTS N CITRUS AVENUE Sc�L"=40' jROM ±650' SOUTH OF SOUTH DATE: N HIGHLAND AVE TO SOUTH HIGHLAND AVE 04-14-03 AP. OVED BY:_. �..� DRAWING NO.: I N 3001 7 CITY ENGINEER R.C.E. 51152 DATE: