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Home My WebLink About3837-9q C) C C:) C.) C) n 0000 (n C�,-: r-� mm C) C,�,,.: + Coto M + QDCO LO C! CID C.� C�4 + co C) 04c� + Coco A V- -4*- 't M.V- NORTH R/W 86' q CN 00 C) cz) �0- 12 ll`-� C) 06 00 C14 n r --,:z C) C3 'Z:1 M 04 C! CID C.� C�4 + co C) 04c� + Coco OR V- -4*- 't M.V- L + rn -C:� Ui 0 U C:) LO LO Nt M SCALE I` -I0$ to C) M CO + r�z r< PI -1 CO CO -q- v- T- C�4 T-1%- r3--�CATCH BASIN NO3 DETAIL + ca C) C1 SCALE 1'�--10' co C14 C14 r" �-j i2i 0; n CM in co Q-3-1 CN ko 00 00,r-- co CD +1 �0_ CATCH WIN NO.11 I)ffjkL Lri CS 00 �0 �0 M 0i MCN + 04 Z c=) + b M ko C0 Ulm C) . . SOUTH R/W oo Q3 C> 00 to CO 114- 14;t C11 Q %— n eq + 00 %—%— Q-:�j Q;NJ 04 p- L L �0_ BASIN NO.6 DETAIL SCALE 1 "- I Of M %- %- L6 P! rc-*111 + 14;t n +I,*- n OC) to fD %- oo to to --�CATCH BASIN NO.7 DETAIL 0 SCALE I =10" NORTH R/W 86' q �0 U2 C) r-� I C:) + rS 04 CN L L 25'-30' VARIES 18'- 13' VARIES cz) �0- 12 c) �0- ELI CD 11--r C-� 0000 Mm C! + Loz: C) C1, -C�C! OR 00 C� U-) Q CN 0) 1�i M SCALE I` -I0$ to C) M CO �0 U2 C) r-� I C:) + rS 04 43' 00 E� cl c� r,6 CN 04 - r-:- c6 + Coco F F L L 25'-30' VARIES 18'- 13' VARIES cz) �0- 12 c) �0- ELI aj mmm C-� 0000 Mm + C'i + 114- co co U -�104— CO(O %- Ir- 00 (-,-4�CATCP1 BASIN Nf) ADUAIL wo-F CF) CN SCALE I` -I0$ to C) M 43' 00 E� cl c� r,6 CN 04 - r-:- c6 + Coco F F 18'- 13' VARIES 25'-30' VARIES 25'-30' VARIES 18'- 13' VARIES 00 i2 '14: cl 00 00 r-: t6- +(0(0 r-1 CN 00 �u T 25' 25Y 00 �O co M C) to + 00 (6 CN + M -b r< 0) CF) CN + r< to C) M CO + r�z r< PI -1 CO CO -q- v- T- C�4 T-1%- CO FF + ca C) C1 00 co C14 C14 r" �-j i2i 0; n CM in co Q-3-1 CN ko 00 00,r-- CATCH BASIN NO.12. DETAIL CD +1 CN z CD CATCH WIN NO.11 I)ffjkL 00 �0 �0 SCALE 1'�- 10' + 86' co C.0 co C) I*- V- SOUTH R/W 00 In Cno I* - (=0 C-) C) L0 43' 43' 18'- 13' VARIES 25'-30' VARIES 25'-30' VARIES 18'- 13' VARIES VARIES 5 7'-21 NORTH R/W rkE)(ISTING- AC PAVEMEI TO BE REMO� VARIES VARIES VARIES 51-71 5 -'*-73' ------------ 4-1- 14'-4 WALNUT AVENUE TYPICAL SECTION STA V50M TO STA fl%X05 I *- 10' HORIZ SCALE.- 91 i';:Iu2 VMT 86' VARIES 0.51-6.5' SOUTH R/W VARIES 10, 0 5`-51 BASIS OF BEARINCS: THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 36, TIN, R6W, S.B.M. AS SHOWN ON TRACT 16568, MB 300/59-62, BEING N 89*59'12"E REV. to C) e �, U F, 1-1 /WWWWWWWWWWIM hwwwwwwwwwm Ir - DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG' TOLL FREE 800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 5f 5f 1 1 WALNU I AVENUE T"Im SECTION STA 9709M 70 STA 9&77M STA 99#M TO STA XW#M S i. 1'�=10' HORIZ CAJ . 1%:2' VERT REVISION DESCRIPTION 96C09D DRAWINCIS VARIES 0.51-7.5' 6` DATE I ENGR. I CITY I DATE LEGEND q 43' 04 co 10 43' CN 180 T 25' 25Y f 18 VARIES 10, 0 5`-51 BASIS OF BEARINCS: THE NORTH LINE OF THE SOUTHEAST QUARTER OF SECTION 36, TIN, R6W, S.B.M. AS SHOWN ON TRACT 16568, MB 300/59-62, BEING N 89*59'12"E REV. to C) e �, U F, 1-1 /WWWWWWWWWWIM hwwwwwwwwwm Ir - DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG' TOLL FREE 800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 5f 5f 1 1 WALNU I AVENUE T"Im SECTION STA 9709M 70 STA 9&77M STA 99#M TO STA XW#M S i. 1'�=10' HORIZ CAJ . 1%:2' VERT REVISION DESCRIPTION 96C09D DRAWINCIS VARIES 0.51-7.5' 6` DATE I ENGR. I CITY I DATE LEGEND q C-4 n 04 co 10 '66 z + CN �p j -[L G Cq Cq Oq 00 25 f r09 , n n 0000 + Irt n (6 CN + M -b r< 0) + 4:rci to C) Q3 to -q- V, CO (n(D lCt%j- %- v- T- 00 (0 (D T-1%- CN F-- L4- 00 C-) --j C-4 n 04 00 r,2 o6l qr4- 00 V- '66 z + �0 m M 00%- + -4: r10 (b co G co co Cc 25 f C(S cn"*: C:) U C) -IV P-) i 2 C (6 CN + M -b r< 0) com C=) n + C:) LO -: 1'*-C'i M Cq --'��CATCH K5 BASIN NOS DETAIL CN SCALE I 10, 0) NORTH R/W 5' LT/RT OF CL i EXISTING NORTH R/W VARIES 10, 05-51 12' VARIES VARIES 5- 6' 5' 6 VARIES 30-12# WALNUT AVENUE TYPICAL SECTION STA 9NM TO STA 970M SCALE.- 1'�- 10" HORIZ I m4` VERT VARI 0.53-7. 6-* LO 2:1 MAX EXISTING SOUTH P/W 2:1 MAX NORTH R/W i RA, SOUTH R/W T- �2-1 -L0 C- --1 2 00 43' LO oo "t ;tr*-, 25 f M oo P-) i 2 C (6 CN + M -b r< 0) com C=) n + C:) LO -: 1'*-C'i M Cq + 14: CN 00 f-OCO 00 (0 (D L L FF =0 00 co C14 C14 r" �-j i2i 0; n CM in co ko 00 00,r-- CATCH BASIN NO.12. DETAIL CD +1 CN z CD 00 �0 �0 + 86' co C.0 co C) I*- V- 00 In Cno I* - (=0 C-) C) L0 Ir- T-: Q;NJ 04 11 3:: t=6 �CATCH BASIN NO.6 DETAIL SCALE 1 "- I Of EXISTING NORTH R/W VARIES 10, 05-51 12' VARIES VARIES 5- 6' 5' 6 VARIES 30-12# WALNUT AVENUE TYPICAL SECTION STA 9NM TO STA 970M SCALE.- 1'�- 10" HORIZ I m4` VERT VARI 0.53-7. 6-* LO 2:1 MAX EXISTING SOUTH P/W 2:1 MAX NORTH R/W i RA, SOUTH R/W 43' -L0 43' LO 18 25' 25 f M oo P-) i 2 C (6 CN + M -b r< 0) com C=) n C:) LO -: 1'*-C'i M Cq r< CN EDCO 5- T koco -t L L C- I co C14 C14 cl c) r< 00 00 + Coco n + Coto CATCH BASIN NO.12. DETAIL —10) SCALE 1 - SOUTH R/W 86' EXISTING NORTH R/W VARIES 10, 05-51 12' VARIES VARIES 5- 6' 5' 6 VARIES 30-12# WALNUT AVENUE TYPICAL SECTION STA 9NM TO STA 970M SCALE.- 1'�- 10" HORIZ I m4` VERT VARI 0.53-7. 6-* LO 2:1 MAX EXISTING SOUTH P/W 2:1 MAX NORTH R/W i RA, SOUTH R/W 43' 43' 18 25' 25 f 18, EXISTING NORTH R/W VARIES 10, 05-51 12' VARIES VARIES 5- 6' 5' 6 VARIES 30-12# WALNUT AVENUE TYPICAL SECTION STA 9NM TO STA 970M SCALE.- 1'�- 10" HORIZ I m4` VERT VARI 0.53-7. 6-* LO 2:1 MAX EXISTING SOUTH P/W 2:1 MAX NORTH R/W i RA, SOUTH R/W NORTH R/W VA K I U) 5 79 0.52-7.5' 6 C� 29 24 C1 24 13 2% 13 LEVEL LINE LEVEL LINE 2% 23 6 �y- Em)(I SOT I 'G AC PAVEMENT 4 TO BE REMO - 77 1!=! I :`- -i iF-E - -i 1! WALNUT AVENUE 1: T"ICA SECTION 9A 10&W TO 9A 1900M SCAff.- Vii -10" HORIZ 1'--2' VERT 86" SOUTH R/W 43' 43" J, 18 25' 25 18, NORTH R/W VA K I U) 5 79 0.52-7.5' 6 C� 29 24 C1 24 13 2% 13 LEVEL LINE LEVEL LINE 2% 23 6 �y- Em)(I SOT I 'G AC PAVEMENT 4 TO BE REMO - 77 1!=! I :`- -i iF-E - -i 1! WALNUT AVENUE 1: T"ICA SECTION 9A 10&W TO 9A 1900M SCAff.- Vii -10" HORIZ 1'--2' VERT 86" SOUTH R/W 5 7f I I— EXISTM il AC PAVE ;=! i TO BE REO NORTH R/W .1 5 5 T"ICAL SECTON 9A MOM TO ffA fl5#M SCALE: 1'�-10' HORIZ 1*4' VERT VAKIL:3 05-7.5' 6P SOUTH R/W 43' 43' -------- 25' 25' 18" 5 7f I I— EXISTM il AC PAVE ;=! i TO BE REO NORTH R/W .1 5 5 T"ICAL SECTON 9A MOM TO ffA fl5#M SCALE: 1'�-10' HORIZ 1*4' VERT VAKIL:3 05-7.5' 6P SOUTH R/W EXISTING NORTH R/W VARIES 31 10, 05-5 2Z 13 LEVEL LINE 2% 2 EXISTING AC PAVEMENT TO BE REMQYED-.- .... .. VAKItb 31 0.51-7.51 6 co C� 24 2% g LEVEL LINE 13 2% 23 4 .......... . AVENUE WALNUT TYPICAL SECTION STA 9&77.00 TO STA 99faM STA 10408M TO STA 106#M - 10' HORIZ SCALE.- I 1 �--21 VERT 32' 6' 6# 320 12 7 1 -11- N. I f 32 6 6 320 12' VARIES 12 VARIES VARIES 12j' -3p ED V- I 4 5.5' 6 0.5' 3 12 .05-7.5' 4 3 6 LEVEL LINE 3 14 25 LEVEL LINE LEVEL LINE 25 3 14 4 LEVEL LINE net 2:1 % MIN 26 2% 2:1 2:1 6 2% MAX 2:1 1% MIN.', 6 MAX 1E -&ARIES) IES MAX ARIES) V. EXISTING 3 23 EXISTING SIDEWALK 3 9, ". - I. / I " 1. -/ 1: - 9�, - , I '1� 1:, I\ , \ 24 5 SIDEWALK PROTECT IN PLACE 5 81 PROTECT IN PLACE 8 M 8 MIN EXXISTING EXISTING 8' IN EXISTING EXISTING IEDXCIS71NG EXISTING CURB & GUTTER AC PAVEMENT CURB & GUTTER CURB & GUTTER AC PAVEMENT CURB & GUTTER PROTECT IN PLACE PROTECT IN PLACE V) PROTECT IN PLACE LLJ PROTECT IN PLACE PROTECT IN PLACE PROTECT IN PLACE WALNUT AVENUE IM I LLJ)1 (if ER TWICAL SECT[ON WALNUT AVENUE 25 _2 LZARIE 1< W EXISTING SOUTH R/W 2:1 PROPOSED AC GRIND AC PAVEMENT (6. -*8 MIN.) AC PAVEMENT SAWCUT AND REMOVAL SHOULD CONSTRUCTION OF REQUIRED &MOVEMENTS NOT COkMNa WITHIN TWO YEARS OF ME DATE OF AITROVAL SHOWN HEREON AND MRIED FORTH IN A DILICENT' MANNK THE CITY ENaNEER MAY REQUIRE REVISIONS TO THE 11ANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT' 1 STA 9WN TO STA 07750 CONSRUCRON NOTES TYPICAL SECTION SCALE.. 1'�-10' HORIZ STA MW TU ffA 9�WWW Q—SAWCUT EXISTING ALC. PAVEMENT (TO CLEAN STRAIGHT' LINE) 1 =29 VERT (D—REMOVE EXISTING A.C. PAVEMENT SCALE.- 1":=10' HORIZ RECORD DOC 1`-29 VERT (D—CONSTRUCT TEMP 3" A.C. SIDEWALK These Record Documents have bm bMd @—CONSTRUCT 8* PCC CURB & CUTTER PER CITY STD PLAN NO. 1003 on information provided by odom 1% Desip Professional has not vedfled 6* MWaq oftf @—CONSTRUCT 8* PCC CURB ONLY PER CITY STD PLAN NO. 1003 Completeness of tbi$ mona�� ad *W1 not be 3 CON�S�TRUCTIra'fCQ.SDEWALK PER CITY STD PLAN NO. 1015 .0 am 1, bile for any effors or which nay lbso 11,11-11,,�� _a_ -2 2- as a f"a 4 C STRUCT ;5-.F A.C. PAVEMENT (MIN) OVER 120 OF 9%, C, , 10, MPACTED NATIVE GENERAL NOTES 31 & 32) -- RIND EXISTING A.C. PAVEMENT (MINIMUM THICKNESS 045 Ap I @----G DATE ORIGINAL BENCHMARK Prepared By: q'9S)f E S S OA, CITY OF FONTANA CALIFORNIA CITY OF FONTANA BM -361 I'D '41 PREPARED FOR: R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER ALLARD ENGINEERING- <�<; A,�,, I/ CAPITAL IMPROVEMENT PROJECT PHASE IIB 41; V. /--- q, -P G CITY OF FONTANA OF BASELINE AVENUE AND SULTANA AVENUE Civil Engineering - Land Survffying - Land Planning DRAWN BY. - ELEVATION: 1365.01, SINCE DESTROYED 0253 Sierra Avenue STREE`r IMPRO PLAN SCALE. - NCM -MAG 8353 SIERRA AVENUE No. 43976 CATCH BASI AND AS NOTED Fontana, Califinmia 92335 FONTANA, CA 92335 Exp. 6/30/07 DESIGNED BY.- DATE. 71, (909) 3 815 Fax (909) 356-1795 S CTIONS (909) 350-7610 Sfff BENCHMARK EW TW /9 NOVEMBER, 2005 FAX (909) 350-6618 SW CORNER, SEC. 31, TAN., R.5W., S.BM.-2- I.P. CIV0- CHECKED BY- APPR D B DRAWING NO.: WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF David S. Heromer, R.C.E. 43976 Bate 9 BASELINE AVENUE AND CITRUS AVENUE. CAL DSH /Z- &!50, (expires 6/30/2007) V C— 3837 10 439 43' 18 f 25 25 18, EXISTING NORTH R/W VARIES 31 10, 05-5 2Z 13 LEVEL LINE 2% 2 EXISTING AC PAVEMENT TO BE REMQYED-.- .... .. VAKItb 31 0.51-7.51 6 co C� 24 2% g LEVEL LINE 13 2% 23 4 .......... . AVENUE WALNUT TYPICAL SECTION STA 9&77.00 TO STA 99faM STA 10408M TO STA 106#M - 10' HORIZ SCALE.- I 1 �--21 VERT 32' 6' 6# 320 12 7 1 -11- N. I f 32 6 6 320 12' VARIES 12 VARIES VARIES 12j' -3p ED V- I 4 5.5' 6 0.5' 3 12 .05-7.5' 4 3 6 LEVEL LINE 3 14 25 LEVEL LINE LEVEL LINE 25 3 14 4 LEVEL LINE net 2:1 % MIN 26 2% 2:1 2:1 6 2% MAX 2:1 1% MIN.', 6 MAX 1E -&ARIES) IES MAX ARIES) V. EXISTING 3 23 EXISTING SIDEWALK 3 9, ". - I. / I " 1. -/ 1: - 9�, - , I '1� 1:, I\ , \ 24 5 SIDEWALK PROTECT IN PLACE 5 81 PROTECT IN PLACE 8 M 8 MIN EXXISTING EXISTING 8' IN EXISTING EXISTING IEDXCIS71NG EXISTING CURB & GUTTER AC PAVEMENT CURB & GUTTER CURB & GUTTER AC PAVEMENT CURB & GUTTER PROTECT IN PLACE PROTECT IN PLACE V) PROTECT IN PLACE LLJ PROTECT IN PLACE PROTECT IN PLACE PROTECT IN PLACE WALNUT AVENUE IM I LLJ)1 (if ER TWICAL SECT[ON WALNUT AVENUE 25 _2 LZARIE 1< W EXISTING SOUTH R/W 2:1 PROPOSED AC GRIND AC PAVEMENT (6. -*8 MIN.) AC PAVEMENT SAWCUT AND REMOVAL SHOULD CONSTRUCTION OF REQUIRED &MOVEMENTS NOT COkMNa WITHIN TWO YEARS OF ME DATE OF AITROVAL SHOWN HEREON AND MRIED FORTH IN A DILICENT' MANNK THE CITY ENaNEER MAY REQUIRE REVISIONS TO THE 11ANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT' 1 STA 9WN TO STA 07750 CONSRUCRON NOTES TYPICAL SECTION SCALE.. 1'�-10' HORIZ STA MW TU ffA 9�WWW Q—SAWCUT EXISTING ALC. PAVEMENT (TO CLEAN STRAIGHT' LINE) 1 =29 VERT (D—REMOVE EXISTING A.C. PAVEMENT SCALE.- 1":=10' HORIZ RECORD DOC 1`-29 VERT (D—CONSTRUCT TEMP 3" A.C. SIDEWALK These Record Documents have bm bMd @—CONSTRUCT 8* PCC CURB & CUTTER PER CITY STD PLAN NO. 1003 on information provided by odom 1% Desip Professional has not vedfled 6* MWaq oftf @—CONSTRUCT 8* PCC CURB ONLY PER CITY STD PLAN NO. 1003 Completeness of tbi$ mona�� ad *W1 not be 3 CON�S�TRUCTIra'fCQ.SDEWALK PER CITY STD PLAN NO. 1015 .0 am 1, bile for any effors or which nay lbso 11,11-11,,�� _a_ -2 2- as a f"a 4 C STRUCT ;5-.F A.C. PAVEMENT (MIN) OVER 120 OF 9%, C, , 10, MPACTED NATIVE GENERAL NOTES 31 & 32) -- RIND EXISTING A.C. PAVEMENT (MINIMUM THICKNESS 045 Ap I @----G DATE ORIGINAL BENCHMARK Prepared By: q'9S)f E S S OA, CITY OF FONTANA CALIFORNIA CITY OF FONTANA BM -361 I'D '41 PREPARED FOR: R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER ALLARD ENGINEERING- <�<; A,�,, I/ CAPITAL IMPROVEMENT PROJECT PHASE IIB 41; V. /--- q, -P G CITY OF FONTANA OF BASELINE AVENUE AND SULTANA AVENUE Civil Engineering - Land Survffying - Land Planning DRAWN BY. - ELEVATION: 1365.01, SINCE DESTROYED 0253 Sierra Avenue STREE`r IMPRO PLAN SCALE. - NCM -MAG 8353 SIERRA AVENUE No. 43976 CATCH BASI AND AS NOTED Fontana, Califinmia 92335 FONTANA, CA 92335 Exp. 6/30/07 DESIGNED BY.- DATE. 71, (909) 3 815 Fax (909) 356-1795 S CTIONS (909) 350-7610 Sfff BENCHMARK EW TW /9 NOVEMBER, 2005 FAX (909) 350-6618 SW CORNER, SEC. 31, TAN., R.5W., S.BM.-2- I.P. CIV0- CHECKED BY- APPR D B DRAWING NO.: WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF David S. Heromer, R.C.E. 43976 Bate 9 BASELINE AVENUE AND CITRUS AVENUE. CAL DSH /Z- &!50, (expires 6/30/2007) V C— 3837 10