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Home My WebLink About2091-a-1a f 3"A YVIINLIMY r CY HILL E FS 7, FP1 jr, PROMIN im-BASELINE & r -;Al W .41 N, 1 3: A VICTORIA LAKES (SITE) erN Y� a00 +-4 UJ .7. > cc CANLEWOOD _SV cc 10 XJ > UJ PO MILLER AV R A# 'k MILLER AV �W :7 N l?"', LP W% 1320C 0 0 LU W U REGIONA L MEYECA NYON tM tFt SHOPPING CENTER CH R L ST DR I S1 TO am silo noun" ES' 'T _e 12M FOOTHILL t BLVD 13200 r4� K LAW� CT k=..; 14900 VINE S7r- MER 11LACE CT > VINE ST AVIDMW CT CHESTNUT 7 1 E CT > 4 1 > > > AV > 4 a IVY J z < <ivy SITE < LU> cc w < YUC AV IVY A UJ W V UPLAND AV > OWEN S 0 ..... ................ .. ........ ..... LU OWEN ST ..... ......... ...... .. ........ ..... > ..... ................ .. ........ ..... ..... ......... ...... .. ........ ..... ..... ................ .. ........ ..... ST SEVILLg AV > > SPRING ST > ..... ......... .... . . ........ ..... < ..... ........ . ........ ..... 0 ..... ......... QWq&LUA"QA_. _L+ z + - ..... ......... .... ........ ..... ........ AMIOW ROUTE ARROW I lb 145M ROULE. . ........ ..... ........ ..... ... .... . ........ ..... .. .... 125M 13200 13500 13900 -X-N.: z 2 ..... ..... ......... ... W (C ..... ..... UJ < z COUNT I LN 0 VALENCIA AV z 8 z 0 > V < 2 0 < RANCH CC I < CO 0 VALENC AV . ........ ..... z X-:-:-X-X_X-. _J 0 UJ 0 J ..... ............ . ............ J UJ ....... ............ ........ ..... ..... ............ .. . ........ ..... . ............ ........ ..... ............ ........ . ............ ... .. ... VVHrTTRAM 1149M AV IR ___t: LECOND cc ............ ..... 0 ..... WHITTRAM ky ...... ... ...... RAM AV . ... .. . I CL ..... ............. .. .. ........ ..... ..... ............. .. .... 4 ...... .... ..... ............. .. .. ........ ..... F. RR ..... ............. .. ........... .... CUCAM A. -r. &Is. ...... ..... 3 F- CEJES AV .......... ..... . . .. .. ...... I . ..... .......... * . * . .. ........... .... ...... ............... ........... MERJILL ............. AV 4 — 4- — + — — — 4?4 "r — — — 2LLERAL NOTE STATEMENTS, Construct 8" curb and gutter per Caltrans' Std. CONSTRUCTION NOTES for Southwest corner of Foothill Blvd. & Mulberry Ave. I An ENCROACRHENT PERMIT IS REQUIRED before any work may 9 The pavement MUST BE saw -cut 21 minimum from the edge of LEGEND begin in or near the State right of way. pavement. The saw -cuts kUST BE perpendicular or parallel Remove existing A.C. curb 124 (modify connection to inlet per Detail No required under curb and gutter. to the State highway centerline. 2 ALL WORK within the State right of way SHALL CONFORM to JOB SITE. NO ATTEMPT HAS BEEN MADE TO DETERMINE THE ACCIAUCY OF OR ACCEPT Construct it A.C. over A.B. paving. the latest STATE STANDARD PLANS & SPECIFICATIONS or as lo ALL signing, striping and pav ' ement markings SHALL BE in directed by the State's representative (Standards other :;L0 conformance with the current edition of the TRAFFIC than State must be pre -approved and justified). at a height obf 3 MANUAL, published by the State of California, Department q� Construct sidewalk per Std. detail 105-A STREET IMPROVEMENTS of Transportation, and the SPECIAL PROVISIONS. All 3 NO EQUIPMENT or MATERIALS may be stored on the State ... . . . . . . . . . . . . . . . . pavement markings SHALL BE thermoplastic unless otherwise PER PLANS PREPARED BY. BROWN & MULLINS INC. right of way. THROUGH INCLUSIVE. USE OF SHEETs 4 THROUGH noted on the plans. 4 ALL disturbed areas in the State right of way MUST BE 11 The exact location of ALL SIGNS shall be determined in %0404, P I * 0 0 0 000 1-090 treated for erosion control (hydroseeding or equivalent, note 32 on Sheet 2 of 8 the field by the State's representative. RESPONSIBILITY OF THE PARTIES WHO COMMISSION, DESIGN AND or as directed by the State's representative). The C1111Z EAI&NSEK.5 - 6?41R11AA.Y4?R,6 See typical section Mulberry Ave. , responsibility for maintaining erosion control WILL NOT 12 ALL conflicting striping and pavement markings NOT SHOWN PZAZ,4,OFL MW 6LDO. FO NT41kl be released until the s4eding is well established. The on the plans SHALL BE REMOVED from the pavement by Y,4ZZFYj C4. Z70B P4 (710 _676. Veff/ CONTRACTOR WILL BE RESPdNSIBLE for the COST OF CALTRANS � (0-1i0'A41N- THIC=E55). COZ40 RMAX6 "/.67 A. C sandblasting by the contractor., INDICATES LIMITS CLEANING ANY DRAINAGE STRUCTURES/CHANNELO which have STREET IMPROVEMENTS PER and overlaid with A.C. become cluttered with debris and/or silt as a result of, 13 ALL conflicting signs SHALL BE either removed or or caused by, the construction project. relocated by the contractor. Relocatable signs SHALL BE 1*6*009 Place variable thickness A.C. overlay per typica installed as specified on the plans or as determined in 5 The STRUCTURAL SECTION shown within the State right of PLANS PREPARED the field by the State's representative. HAYES & ASSOCIATES INC. way is for ESTIMATING purposes ONLY. The actual section Construct driveway per dcla;l.an shce�- cp of g. (PtIvewave 6 -ass WILL BE designed by a Soil Engineer after native soil 14 ALL signs, roadside markers, electroliers, etc., SHALL 0 0 0 0 0 0 testing has been completed. A traffic index (TI) of BE PROTECTED and/or REPLACED in-kind according to the 11.0 shall be used in the design of the travelled way, current State Standard Plans and the current Traffic and a TI of G-5 shall be used for the shoulder design. Manual, at NO COST TO the STATE. The laboratory reports and the design calculations SHALL Relocate power pole (by others) *00 BE SUBMITTED to the State's representative for APPROVAL 15 All obstructions shall be removed or relocated prior PRIOR TO CONSTRUCTION of the structural section. to beginning of work. OF Install type R -26S "NO PARKING ANY TIME" sign, location shom 16 The work under this permit shall be co-ordinated with 6 ALL State drainage structures MUST first BE COMPLETELY permit o8 -90 -MC -1274 and o8 -90 -CD -1920. CLEANED of debris and/or silt by the contractor PRIOR to making the connection. 17 A minimum of one lane is required east bound between 9:00 am and 3:00 pm and two lanes are required at all 7 The contractor SHALL BE RESPONSIBLE for ensuring that any other times. State drainage facility which is connected to or directly shown on plan ( See D/W Detail on Sht. 1 of 8 NOTE: ALL WORK DONE WITHIN STATE OF CALIFORNIA R/W SHALL affected by the contractors operation SHALL BE clean and 18 During construction all traffic control shall be to CONFORM TO THE STATE OF CALIFORNIA STANDARDS. operational PRIOR TO FINAL ACCEPTANCE of the permit work Install 'paddle' markers per S.B. Co. Std. No. State Standards. Refer to Traffic control manual of by the State. Adequate clean -outs and access openings 304 1990. SHALL BE PROVIDED in any construction within the State's 19. rActor. As Built " plans shall be provided to the City by the coi�i" right of way for future maintenance and repair work as revisions needed. This work shall be furnished at No COST TO the 20. Engineer Contractor shall check out original Street plans and transfer "As Built" STATE. information prior to City acceptance of the sewer system. 8 Where SURVEY MONUMENTS exist, such monuments SHALL BE ��'2 1'. A' Construction permits shall. be obtained from the Cit�'of Ffttana Public PROTECTED or shall be REFERENCED and RESET pursuant to Works Department prior Jo the start of any work within -the city limits. .6KIrNIS Business and PrgfQssions Code, Sections 8700 to 8805 22. The contractor(s) shall coordinate construction with all utillities and other improvements )TR 6TJ94:ET IM PR0VF_MekJT-5 (Land Surveyor's Act). including, but not limited to, gas, telephone, elept rical, lighting, television cable oF 6ou-rH aA-5T eoFmaAnqu landscaping,, landscaping irrigation, domestic water, reclaimed water, sewer, sto rm drainage, flood control systems, etc. 23.-- A 11 manhole and- cleanout frames and covers shall be coftstrUcted 6" below finished rade by sewer contractor and shall be raised to grad by p or after g e aving contract completion of paving. This condition applies for sewer plan Sta. 6+34.30. ...................... ----- --- f 3"A YVIINLIMY r CY HILL E FS 7, FP1 jr, PROMIN im-BASELINE & r -;Al W .41 N, 1 3: A VICTORIA LAKES (SITE) erN Y� a00 +-4 UJ .7. > cc CANLEWOOD _SV cc 10 XJ > UJ PO MILLER AV R A# 'k MILLER AV �W :7 N l?"', LP W% 1320C 0 0 LU W U REGIONA L MEYECA NYON tM tFt SHOPPING CENTER CH R L ST DR I S1 TO am silo noun" ES' 'T _e 12M FOOTHILL t BLVD 13200 r4� K LAW� CT k=..; 14900 VINE S7r- MER 11LACE CT > VINE ST AVIDMW CT CHESTNUT 7 1 E CT > 4 1 > > > AV > 4 a IVY J z < <ivy SITE < LU> cc w < YUC AV IVY A UJ W V UPLAND AV > OWEN S 0 ..... ................ .. ........ ..... LU OWEN ST ..... ......... ...... .. ........ ..... > ..... ................ .. ........ ..... ..... ......... ...... .. ........ ..... ..... ................ .. ........ ..... ST SEVILLg AV > > SPRING ST > ..... ......... .... . . ........ ..... < ..... ........ . ........ ..... 0 ..... ......... QWq&LUA"QA_. _L+ z + - ..... ......... .... ........ ..... ........ AMIOW ROUTE ARROW I lb 145M ROULE. . ........ ..... ........ ..... ... .... . ........ ..... .. .... 125M 13200 13500 13900 -X-N.: z 2 ..... ..... ......... ... W (C ..... ..... UJ < z COUNT I LN 0 VALENCIA AV z 8 z 0 > V < 2 0 < RANCH CC I < CO 0 VALENC AV . ........ ..... z X-:-:-X-X_X-. _J 0 UJ 0 J ..... ............ . ............ J UJ ....... ............ ........ ..... ..... ............ .. . ........ ..... . ............ ........ ..... ............ ........ . ............ ... .. ... VVHrTTRAM 1149M AV IR ___t: LECOND cc ............ ..... 0 ..... WHITTRAM ky ...... ... ...... RAM AV . ... .. . I CL ..... ............. .. .. ........ ..... ..... ............. .. .... 4 ...... .... ..... ............. .. .. ........ ..... F. RR ..... ............. .. ........... .... CUCAM A. -r. &Is. ...... ..... 3 F- CEJES AV .......... ..... . . .. .. ...... I . ..... .......... * . * . .. ........... .... ...... ............... ........... MERJILL ............. AV 4 — 4- — + — — — 4?4 "r — — — NO T 4 91PI/4 IFT 0/- 71'119 rNN7XMf T CONSTRUCTION NOTES for North side of Poothill Blvd - Construct curb and gutter per std. detail 101 8" C.F. Construct cone. curb only per std. detail 101 6" C.F. Construct conc. sidewalk per City specifications G) Construct wheelchair ramp per Std. detail 104A Construct conc. cross gutter per Std. detail 105 Construct 4" AC over l2n�,compacted native NOTE: All work within State of California R/W shall conform to the State of California Standards .................... .................... .................... .................... 'NiCINITY MAP N.T.S. * 0 00*00 0 * 0 a, 0 0 0 00000, 8468*64600900 0 0 0;0000000 a 0 0 0 a 6 6 0 9 a V V 0 a a 0 0 0 0 00000 0 0 0 004 0 0 *9 see 0 0 0 * * 0 0 0 a a 000*0 a a 0 91 0 SCALE: 1 60' *g*6HA*E*gT k SEE SHEET NO.6 �00*0*00**664*6 at** 0 0 0 0 0 XLSE 0.6 0 0 0 *0 0 0 ....... Aa.A ... /*a,* - 0 0 0 . . . - - - - - - - - - - - - - - - - - I I I A I 1 0 A A 0 1 0 1 1 0 1 0 0 0 V0 0 0 0 0 CONSTRUCTION NOTES for Southeast corner of Foothill Blvd. & Mulberry Ave. JA W T Iq IF)ART Jljc- 7�-I& MAITgACT Construct 8" curb and gutter per Caltrans' Std. CONSTRUCTION NOTES for Southwest corner of Foothill Blvd. & Mulberry Ave. Standard Detail Drawings referred to are those of the City of Fontana Public Works Department unless otherwise noted. (D Construct 8n curb and gutter per Caltrans Std. LEGEND Construct discharge structure per Std. detai' detail N8 -A Type A2-8, Min. 611 Class II A.B. is Remove existing A.C. curb 124 (modify connection to inlet per Detail No required under curb and gutter. required under curb and gutter. 2) JOB SITE. NO ATTEMPT HAS BEEN MADE TO DETERMINE THE ACCIAUCY OF OR ACCEPT Construct it A.C. over A.B. paving. Construct ramped curb return per Caltrans Std 11MOR 711fL%1PfRY1L51JN OF: (Assume A. C. over native for estimated detail N8 -B, case A,.typeA :;L0 purposes only. Actual paving thickness to be Construct A.C. over A.B. paving. (Assume 6. A. C. over native for estimated at a height obf 3 determined per General Note 5 on sheet 1 of 8 and q� Construct sidewalk per Std. detail 105-A STREET IMPROVEMENTS note 312 on Sheet 2 of 8 ). purposes only. Actual paving thickness to be ... . . . . . . . . . . . . . . . . Construct 11 A.C. over A.B. paving. PER PLANS PREPARED BY. BROWN & MULLINS INC. Saw -cut to clean edge per limits shown on plan, THROUGH INCLUSIVE. USE OF SHEETs 4 THROUGH (Assume 6.5'—A. C. over native for estimating or as directed by the State's Representative. 41 -74-1. 3/304- purposes only. Actual paving thickness to be %0404, P I * 0 0 0 000 1-090 Relocate existing water meter note 32 on Sheet 2 of 8 determined per General No. 6 on this sheet). RESPONSIBILITY OF THE PARTIES WHO COMMISSION, DESIGN AND C1111Z EAI&NSEK.5 - 6?41R11AA.Y4?R,6 See typical section Mulberry Ave. , Install double faced "Right Turn Only" sign T C101 5 , Rue 7 VA RI -48 L E T11ICKNES 5 A C. PA LIMEN T OYEKIA Y Place 61 wide A.C. feather overlay per typical PZAZ,4,OFL MW 6LDO. FO NT41kl PARTIES. section. A.C. shall be cold planed a min. 0.15' Y,4ZZFYj C4. Z70B P4 (710 _676. Veff/ CITY OF FONTANA., CALIFORNIA � (0-1i0'A41N- THIC=E55). COZ40 RMAX6 "/.67 A. C to lane line or as directed by Caltrans Inspector INDICATES LIMITS OF STREET IMPROVEMENTS PER and overlaid with A.C. Paint curb red and install "NO STOPPING ANY TIME"Isigi Construct 8" A.C. dike per detail No. 1 on sheet per Caltrans std. details. No. 2. 1*6*009 Place variable thickness A.C. overlay per typica 0**0**0***0**0*:: - 0 --- section Foothill Blvd. A.C. shall be,cold plane, PLANS PREPARED Remove existing A.C. pavement. HAYES & ASSOCIATES INC. a min. 0.151 to lane line or as directed b,, Construct driveway per dcla;l.an shce�- cp of g. (PtIvewave 6 -ass Caltrans Inspector and overlaid with A.C. Remove existing curb and gutter 0 0 0 0 0 0 Remove existing tree Install ornamemtal street light (lumen Intensity shown onplan) Plug existing 14" concrete irrigation pipe and Relocate existing street sign (by others) remove 30" steel stand pipe Relocate power pole (by others) *00 Relocate existing traffic structures Relocate fire hydrant Remove existing A.�. curb Relocate concrete block valve box OF Install type R -26S "NO PARKING ANY TIME" sign, location shom on plan. Adjust valve cover to grade as necessary Construct handicap ramp per detail 3, sheet 3 of 8. Remove existing water meter Mill existing pavement to allow 0.10'overlay. Construct driveway per City Std. Detail No.102-C, width as shown on plan ( See D/W Detail on Sht. 1 of 8 NOTE: ALL WORK DONE WITHIN STATE OF CALIFORNIA R/W SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARDS. Install 'paddle' markers per S.B. Co. Std. No. 304 revisions 3-92-94A WD16ATe ne wosRv, r4oT lfov6p, TRA e0A1 C7,'J .6KIrNIS )TR 6TJ94:ET IM PR0VF_MekJT-5 oF 6ou-rH aA-5T eoFmaAnqu NO T 4 91PI/4 IFT 0/- 71'119 rNN7XMf T CONSTRUCTION NOTES for North side of Poothill Blvd - Construct curb and gutter per std. detail 101 8" C.F. Construct cone. curb only per std. detail 101 6" C.F. Construct conc. sidewalk per City specifications G) Construct wheelchair ramp per Std. detail 104A Construct conc. cross gutter per Std. detail 105 Construct 4" AC over l2n�,compacted native NOTE: All work within State of California R/W shall conform to the State of California Standards .................... .................... .................... .................... 'NiCINITY MAP N.T.S. * 0 00*00 0 * 0 a, 0 0 0 00000, 8468*64600900 0 0 0;0000000 a 0 0 0 a 6 6 0 9 a V V 0 a a 0 0 0 0 00000 0 0 0 004 0 0 *9 see 0 0 0 * * 0 0 0 a a 000*0 a a 0 91 0 SCALE: 1 60' *g*6HA*E*gT k SEE SHEET NO.6 �00*0*00**664*6 at** 0 0 0 0 0 XLSE 0.6 0 0 0 *0 0 0 ....... Aa.A ... /*a,* - 0 0 0 . . . - - - - - - - - - - - - - - - - - I I I A I 1 0 A A 0 1 0 1 1 0 1 0 0 0 V0 0 0 0 0 CONSTRUCTION NOTES for Southeast corner of Foothill Blvd. & Mulberry Ave. Construct sidewalk per I Std details 105-A & 102-C. ............. PER PLANS PREPARED BY HALL & FOREMAN, INC. Construct cross- gutter per Co. S.B. Std. 119 (See Detail 017,:Phr a OP6). Relocate existing street sign (by others) Construct 8" curb and gutter per Caltrans' Std. structures detail -8, 'A8*7) Type A2 Min. 6" Class II A.B. is LEGEND Remove existing A.C. curb required under curb and gutter. F3 -d Install Street 6ght fixture on ornamental power Pole , 22'?'000 BPS JOB SITE. NO ATTEMPT HAS BEEN MADE TO DETERMINE THE ACCIAUCY OF OR ACCEPT n 11MOR 711fL%1PfRY1L51JN OF: RESPONSIBILITY FOR SHEETS 4 THROUGH 8 INCLUSIVE. :;L0 Construct A.C. over A.B. paving. (Assume 6. A. C. over native for estimated at a height obf 3 INDICATES LIMITS OF STREET IMPROVEMENTS purposes only. Actual paving thickness to be ... . . . . . . . . . . . . . . . . PER PLANS PREPARED BY. BROWN & MULLINS INC. THROUGH INCLUSIVE. USE OF SHEETs 4 THROUGH determined per General Note 5 on sheet 1 of 8 and 41 -74-1. 3/304- 8 INCLUSIVE FOR CONSTRUCTION AT THE JOB SITE ARE THE %0404, P I * 0 0 0 000 1-090 note 32 on Sheet 2 of 8 AM)"K5 A 45SM'W Tf -45 Mr RESPONSIBILITY OF THE PARTIES WHO COMMISSION, DESIGN AND C1111Z EAI&NSEK.5 - 6?41R11AA.Y4?R,6 00, 1000* 0 0 0 0"0004* , 5 T C101 5 , Rue 7 VA RI -48 L E T11ICKNES 5 A C. PA LIMEN T OYEKIA Y INDEX MAP civil, PZAZ,4,OFL MW 6LDO. FO NT41kl PARTIES. 0*06000 loss*** Y,4ZZFYj C4. Z70B P4 (710 _676. Veff/ CITY OF FONTANA., CALIFORNIA � (0-1i0'A41N- THIC=E55). COZ40 RMAX6 "/.67 A. C 6_1CURCOU-nom DRAWING" INDICATES LIMITS OF STREET IMPROVEMENTS PER 0060Y 0*00 qCEMOVE "I -STING 77?EE' �, 0*9*0008*6 0 0 a 0 0 :-I 1*6*009 0**0**0***0**0*:: - 0 --- PLANS PREPARED BY HAYES & ASSOCIATES INC. " " 0 0 0 04,00000 0 a 0 Construct driveway per dcla;l.an shce�- cp of g. (PtIvewave 6 -ass 0 0 0 0 0 0 :00 Construct.- ramped curb return per Caltrans Std. *00 detail/46P,4Mcase F=7. ............. .. . ........ INDICATES LIMITS OF STREET IMPROVEMENTS Construct sidewalk per I Std details 105-A & 102-C. ............. PER PLANS PREPARED BY HALL & FOREMAN, INC. Construct cross- gutter per Co. S.B. Std. 119 (See Detail 017,:Phr a OP6). Relocate existing street sign (by others) DESIGNED BY STREET IMPROVEMENT PLANS SCALE: red u the brown & mullins,inc._ n f: DRAWN BY DATE engineering * planningo surveying, (714) 886*4768 -71 CHECKED BY TITLE SHEET H E W r '18 6 7 7— I HUI LH dl I UWHCdU dVCHUt: san bernardino,california 92405 W, 3 JOB NO. APPROVED DWG NO. SHT NO. dre � z w '�*We cked:_1 CITY ENGINEER. RCE. 251r2a— Z001 -A 1 O*F 8 LU 0 0 z z . - 0 0 -PERMIT # 06-93-(v-eD,-1JS40 071 It Lf Relocate existing traffic structures NOTICE: WITH THE PREPARATION OF THIS COVER SHEET2 BROWN Remove existing A.C. curb & MULLINS, INC. HAS ATTEMPTED TO COORDINATE WORK AT, THE F3 -d Install Street 6ght fixture on ornamental power Pole , 22'?'000 BPS JOB SITE. NO ATTEMPT HAS BEEN MADE TO DETERMINE THE ACCIAUCY OF OR ACCEPT 11MOR 711fL%1PfRY1L51JN OF: RESPONSIBILITY FOR SHEETS 4 THROUGH 8 INCLUSIVE. Lumen Cobra Hea with a six foot mast arm.mounte at a height obf 3 BY PREPARATION 01? THE COVER SHEET BROWN & MULLINS INC. DOES NOT INTEND NOR IMPLY THEIR ACCURACY NOR ACCEPT LIABILITY FOR SHEETS 4 8 THROUGH INCLUSIVE. USE OF SHEETs 4 THROUGH 41 -74-1. 3/304- 8 INCLUSIVE FOR CONSTRUCTION AT THE JOB SITE ARE THE ar No. C-041742 AM)"K5 A 45SM'W Tf -45 Mr RESPONSIBILITY OF THE PARTIES WHO COMMISSION, DESIGN AND C1111Z EAI&NSEK.5 - 6?41R11AA.Y4?R,6 CONSTRUCT THE WORK SPECIFIED BY THOSE SHEETS. QUESTIONS -10( Exp. f 72ZO NEJYA(0FF %7TREE T ShE. 10,V REGARDING THIS WORK ARE TO BE DIRECTED TO THE RESPONSIBLE INDEX MAP civil, PZAZ,4,OFL MW 6LDO. FO NT41kl PARTIES. SCALE: V= 60' OF 0, Y,4ZZFYj C4. Z70B P4 (710 _676. Veff/ CITY OF FONTANA., CALIFORNIA 6_1CURCOU-nom DRAWING" PURLIC WORK -q nFPAATRfiFNT DESIGNED BY STREET IMPROVEMENT PLANS SCALE: red u the brown & mullins,inc._ n f: DRAWN BY DATE engineering * planningo surveying, (714) 886*4768 -71 CHECKED BY TITLE SHEET H E W r '18 6 7 7— I HUI LH dl I UWHCdU dVCHUt: san bernardino,california 92405 W, 3 JOB NO. APPROVED DWG NO. SHT NO. dre � z w '�*We cked:_1 CITY ENGINEER. RCE. 251r2a— Z001 -A 1 O*F 8 LU 0 0 z z . - 0 0 -PERMIT # 06-93-(v-eD,-1JS40 071 It