The URL can be used to link to this page

Home My WebLink About3636-2-. _ � - -,ry --rlv vy-.-vv 1J-1-11I1<-uL►1L\f11 MR _ - _ - -. - - - - - - -- -- ---- _ ___-- -ODE ��=- lN- -- - - - - - - - -- _ _ ---- -_ - - -- _-_- _-- -- - _ -_ U - - - - - - _ -- - - --- - __ - - - - -- - --- - - - - -- - - - - - - --- --- --- ----- --- — --- — - -- -- - -- - -- U VER�TOh M-- -NORM-DRAT - - - - -- - - -- - - - - - - - - - - - - - - -- - - - -- - - - - - - - - - - - -- ---- - - --- -- G T 1 t-1 --- I # 7- _52 - - - O-- _, — t I flr1 JIj{ I - - - - --� } -77 - AD # _ I - - - - AM 1 - # } 1 - - - - - J— - - } f # f - - f 1 r # f # -� -. 1 ' j + I I I I 1 i I , I I i i --- _ _ -- - } _ _ } I_ . I l _ # -9, - - GL -- - �-- - - - - }- - - - } t 1 - { � I ► # I # � i # f - - - _ ; - - - - } � _- - - + - - I fI -�5- �� r + -- - -- --- -- - - - --- - -r-- - - - - 1 1 - - - 0- -- -W + + j I I I } I I I } } jj_ - - I I PR IsOSEFLO N ( f+ 1 f I { 1 - - - - - - - - } } - # + ! 1 ( - # ! i 1 E WFiLi_ 1 1- I i i i + f- i I I # i E k ( i + t I N� — _ -- I I I 1 t I I I I I I I _ _ • _ SEE- -SHE 3 I I I - - - -- I I I I I i I I I I � Tom• I I I I- }' � I -'- ' : : � - j - - I I --- I _ _- - _ _ l _ _ I I _ _. _ 1 - { 1 1 1 1 + 1 , } } } - f- —1 - - I 1 1 i i I { I I I I { I - _ 1• l _ _ _ _ __ _ _ _ _ - - - - I I 1 I , t 1 I i I I I � ' f I - I I � �- � _ - V • • i I I 1 l f - -- 1 1 f. 1 , 1 - - - - - - - -- --I: - _. -L L - - - - _ - - - - _ -_ - - - _ --'---•- '- J - -- - - -- - # } # f I # _ � # # - } - - - } # # # { I � ! EX �tNG- 1 n SEWER I # # _� �• - - -�_ -- - -- -- - - - -- - _ 68 — -- -- _O.Q'1� •— � } - -- --- -- -�- ___ -1- �_ -�- --. I _.._. ---- --- -- --- - -- -- -- - - -- -- -- -- --- --- - rrt �•-� ----- - - -- - - -- - - -- - - --- ------ -- -- - -- - - - ... _ _ ... .-L --I -- - n - - - - - - - — - - - - - — fF - -- -- -- , -2 SEW _ - - - - - - - -- - - - --- --- --- - -- ---- - - - - - ! - -I- t- - - - ---- - - - - -- - - - -- -- - - - - - - - - - - - - -- - - - - - W-GE 1 # -- - -- - - - - - - -- - -- - - --- - - --- -- -q� T - - - ------ -- -- - -- - - - - - _-- -----_ -- -- -_ _ _._. -- --a-_ - - ---- a. -- - - _- - - - -cL_ --- - -- i i # --- -mow _ -�' # -- --- -- - ----- --- - - -_ _ -- -- - - - -. - - - -- - f - - -- f {{ - - - - - - - - - - - - - o�-- -Z aD LI -CO- _ _ =ZI 0= _ - ` O- -_ LU i I + _ Go- _ - + W rn - Q o= _ 1 1 i 1 ' ' _ = 1 o� # { - - "-?-cit- _ _ �'•} `'� # _� n- _ { - f Q o - - N _ - --- _ - Cn CTOR TO LOCATION ii CONTRA _ _ - - - - - - - INS 109.a L.F._oF AND ELEVATION PRIOR TO STAN L n -p- -- - - - - l I I + - - - - - }- - - - � - - - l I - - - -OF- OF - - - - - - - - - - - : i I 1 33 _ 1 - 1 I ( I 1 I + 1 - - - - - -= i ' - -Oc- C. t a a_ f 1 # # _ __sT= r_0 >a_� L. of - //�� 4 j j f +30(t:_ti. i. t��-1 D - + # f + f # f + f # # l } - - f ! { + i Ni t + i - - - - - - - - - - -- - -- - -- - - - - -- - -- - - - - - } OF CONSTRUC:TIO } } } } I # ! c ! 1 # � + - - - ' _ _ _ � - - - -' _ _ - _ - -. } - - - - _- - - - i _ = i t=��0-=-1 Q�3 =CFS;= V,�=-fi:S-FPS= _ .► _ _ - - - f , # f = - - f 2�.o=CFs=-v— =rt e- - - = = =Q -27.0 CF- i L =� s� � -FPS- } i # i -- - -C v - I ' 3. 5. FPS # # # t t 1 >aS 1 - - i IPROM __ _ j � � � �1_ � j j: I # ; 1 l 1 i ± # � } ! � ! � ! 1 # � � - - - _ _! -! ! � # # i # # � � i � # ! I ► � r I ► i } i } } � 1 ! 1: 1 1 � # i # ,� 1 HORM. 4W f30+0010+00 11 '00 9 00 10 '00 11♦00 VERT: i�r 23 00 29 00 32+00 9 VARIABLE WIDTH STORM a EASEMENT II I I II II I I II � II I I III ,p e� 1 63.43 EC II = = II I 1+90.90 EC a-- Rj END PIPE I) I 8 DRAIN DRIVE 7 6 .- PROPOSED R/W 00 PROPOSED IMPROVEMENTS PER CITY DWG. NO. 3635 °O �EXISTING 8n SEWER PER D CITY DWG. NO. 3538 PROPOSED R/W .PROPOSED BLOCK ALL PER SEPARATE PLA & PERMIT 1fi 1 303.5 5, PAD= 1308.8 PAD= 1309.1 PEER CITY DW ISTING 21 EWE 156 BEGiN •18 PIPE 13 � INTERMIT II DETENTION BASIN LLI FUTURE R/W III 01 LM 12' TTY R\W I I I, I �' II I I I 1 20 I I 2 I 1 100 1 I , SEE SHEET 3 REV. p o TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 1 REVISION DESCRIPTION PROPOSED RETAINING�3ERIMETER WALL PER SEPARATE PLAN NO PERMIT DATE I ENGR.I CITY I DATE 44 UNE "B" 30" RCP STORM DRAiN \ )�f L/2=10.0' WAMMhAML , '%r�W� �i�� L/2=10.0' _ PLAN VIEW FRONT ELEVATION VIEW HEADWALL DETAIL SCALE. ,'=,o' MODIFIED CALTRANS STD. DWG 089 3:1 SLOPE MAX BACK OF HEADWALL WALL FOOTING RECORD DOCUMENT Q�oFEssioN 'These Record Documents have been prepared Quo �\o S. HA 01 based on information provided by others. The C aP 9 1 Design Professional has not verified the accuracy No. 43976 and/or completeness of this information and shall 40 a: Fxp.6/30/07 t ) e responsible for any errors or omissions \Q• h c be 1 orporeted herein as a result 1j, LAW- OFCAS\F� �-ICS-olo DATE BASIS OF BEARINGS: THE BASIS OF BEARING iS THE CENTERLINE OF MILLER AVENUE SHOWN AS N89'59'42 "W, PER RECORD OF SURVEY, RECORDED IN BOOK 60 OF SURVEYS, PAGE 77, OFFICIAL RECORDS OF THE COUNTY OF SAN BERNARDINO. SHOULD CONSTRUCTION OF REQUIREDBENCHMARK DWRQ NOT COMMENCE WITHIN PREPARED FOR: TWO YEARS OF THE DATE OF APPROVAL The Stratham Group CITY OF FONTANA BENCHMARK NO. 360-A NAIL IN SHOW HEREON AND CABBIE® FORTH IN A POLE NO. 1563704E AT THE SOUTHWEST CORNER DILIGENT MANNM THE CITY EIUGINEER MAY 2201 Dupont Drive, Suite 300 LIME AVENUE AND BASELINE AVENUE. REQUIRE REVISIONS TO THE PLANS TO Irvine, CA 92612 BRING THEM INTO CONFORMANCE WITH (949) 833-1554 ext.226 CONDITIONS AND STANDARDS IN EFFECT (949) 833-7853 ELEVATION: 1376.03 Prepared By: -- _ ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Fontana, California 92335 (909) 356-1815 Fax (909) 356-1795 q.7.o,_ Aa nd J. Ahard, A.C.E. 360 2 Date (expires 6/30/2008) CONSTRUCTION NOTES GRAPHIC SCALE 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. (D—INSTALL 18" RCP (PER PROFILE) (D—INSTALL 30" RCP (PER PROFILE) 3a—INSTALL 42" RCP (PER PROFILE) (D—CONSTRUCT MANHOLE PER A.P.W.A. SPD PLAN 321-1 5�-INSTALL BRICK AND MORTAR PLUG PER DETAIL SHOWN HEREON (I)—CONSTRUCT 100 LB RIP -RAP (1.5' THICK WITH FILTER BLANKET) O -CONSTRUCT SINGLE PIPE 'L° TYPE HEADWALL PER CALTRANS STD. DWG. 089 AND DETAIL HEREON @)—CONSTRUCT TRASH RACK PER APWA STD. PLAN 361-0 @—CONSTRUCT 6' HIGH TUBULAR STEEL FENCE PER LANDSCAPE ARCHITECT'S PIANS (D—CONSTRUCT 2 - 9' WIDE TUBULAR STEEL GATES PER LANDSCAPE ARCHITECT'S PIANS 12 CONSTRUED TRAPEZOID EARTHEN- CHANNEL PER DETAIL ON SHEET 3 13 CONSTRUCT SINGLE PIPE HEADWALL PER CALTRANS STD. DWG. D89 WITH MODIFIED 'L" DIMENSION PER DETAIL ON SHEEP 3 (B—CONSTRUCT SPILLWAY PER DETAIL ON SHEEP 3 @—CONSTRUCT MODIFIED WING -TYPE HEADWALL PER S.B.C.R.D. STD. PLAN 209 ON SHEEP 3 CITY OF FONTANA, CALIFORNIA „aOFESS/n,. Q�pFESS/ON �O oNp J. 49 DRAWN BY: No. 36052 m AE c� M DESIGNED BY: °G Exp. 6/30/08 -�7 RC s�qT civ 1 \, �� CHECKED BY. F OF- CAIS \F MI 160 STORM DRAIN FLAN TRACT NO, 16271 SCALE: 1 "=40' LINE "A" "B." & "C" DATE: 4:�:2 If 1#1 APRIL, 2005 AP D B . DRAWING NO.: 2 DATE:-� 3636 CiTY ENI EER R.C.E. 51 52 4 C;1...,.,...,,.. 1A.\ !'11.10\ 1 7df1S2\ 1 X771-1 Stl.,��\ Cfl-1 RI (1TC\ 7 0,771-1 S21 (1TCC(1(lr1 rluin 1 II1..11 U111 V• 1.1• `IJ ITV \TLV VV `,vim♦ I I—- `-✓ . -- - I - `.- I I I -_v.__--_.-.. CURVE DATA UNE DATA Q R L T BEARING LENGTH A 16011'50n 97.00' 27.42' 13.80' B 6728'51" 97.00' 114.25' 64.79' C 90'00'000 46.00' 72.25' 46.00' D S89'34'21 "E 15.25' E N18'15'31 "W 36.01' F N00'25139nE 76.65' G N00'2539"E 17.5 V BASIS OF BEARINGS: THE BASIS OF BEARING iS THE CENTERLINE OF MILLER AVENUE SHOWN AS N89'59'42 "W, PER RECORD OF SURVEY, RECORDED IN BOOK 60 OF SURVEYS, PAGE 77, OFFICIAL RECORDS OF THE COUNTY OF SAN BERNARDINO. SHOULD CONSTRUCTION OF REQUIREDBENCHMARK DWRQ NOT COMMENCE WITHIN PREPARED FOR: TWO YEARS OF THE DATE OF APPROVAL The Stratham Group CITY OF FONTANA BENCHMARK NO. 360-A NAIL IN SHOW HEREON AND CABBIE® FORTH IN A POLE NO. 1563704E AT THE SOUTHWEST CORNER DILIGENT MANNM THE CITY EIUGINEER MAY 2201 Dupont Drive, Suite 300 LIME AVENUE AND BASELINE AVENUE. REQUIRE REVISIONS TO THE PLANS TO Irvine, CA 92612 BRING THEM INTO CONFORMANCE WITH (949) 833-1554 ext.226 CONDITIONS AND STANDARDS IN EFFECT (949) 833-7853 ELEVATION: 1376.03 Prepared By: -- _ ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Fontana, California 92335 (909) 356-1815 Fax (909) 356-1795 q.7.o,_ Aa nd J. Ahard, A.C.E. 360 2 Date (expires 6/30/2008) CONSTRUCTION NOTES GRAPHIC SCALE 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. (D—INSTALL 18" RCP (PER PROFILE) (D—INSTALL 30" RCP (PER PROFILE) 3a—INSTALL 42" RCP (PER PROFILE) (D—CONSTRUCT MANHOLE PER A.P.W.A. SPD PLAN 321-1 5�-INSTALL BRICK AND MORTAR PLUG PER DETAIL SHOWN HEREON (I)—CONSTRUCT 100 LB RIP -RAP (1.5' THICK WITH FILTER BLANKET) O -CONSTRUCT SINGLE PIPE 'L° TYPE HEADWALL PER CALTRANS STD. DWG. 089 AND DETAIL HEREON @)—CONSTRUCT TRASH RACK PER APWA STD. PLAN 361-0 @—CONSTRUCT 6' HIGH TUBULAR STEEL FENCE PER LANDSCAPE ARCHITECT'S PIANS (D—CONSTRUCT 2 - 9' WIDE TUBULAR STEEL GATES PER LANDSCAPE ARCHITECT'S PIANS 12 CONSTRUED TRAPEZOID EARTHEN- CHANNEL PER DETAIL ON SHEET 3 13 CONSTRUCT SINGLE PIPE HEADWALL PER CALTRANS STD. DWG. D89 WITH MODIFIED 'L" DIMENSION PER DETAIL ON SHEEP 3 (B—CONSTRUCT SPILLWAY PER DETAIL ON SHEEP 3 @—CONSTRUCT MODIFIED WING -TYPE HEADWALL PER S.B.C.R.D. STD. PLAN 209 ON SHEEP 3 CITY OF FONTANA, CALIFORNIA „aOFESS/n,. Q�pFESS/ON �O oNp J. 49 DRAWN BY: No. 36052 m AE c� M DESIGNED BY: °G Exp. 6/30/08 -�7 RC s�qT civ 1 \, �� CHECKED BY. F OF- CAIS \F MI 160 STORM DRAIN FLAN TRACT NO, 16271 SCALE: 1 "=40' LINE "A" "B." & "C" DATE: 4:�:2 If 1#1 APRIL, 2005 AP D B . DRAWING NO.: 2 DATE:-� 3636 CiTY ENI EER R.C.E. 51 52 4 C;1...,.,...,,.. 1A.\ !'11.10\ 1 7df1S2\ 1 X771-1 Stl.,��\ Cfl-1 RI (1TC\ 7 0,771-1 S21 (1TCC(1(lr1 rluin 1 II1..11 U111 V• 1.1• `IJ ITV \TLV VV `,vim♦ I I—- `-✓ . -- - I - `.- I I I -_v.__--_.-..