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HomeMy WebLinkAbout2136 (2) TES: -GENERAL NO BENCHMARKN T.B.M. LOCATED AT THE TOP OF CURB AT THE SOUTHWEST INv s I_ _...... ......._.._._ I _._M . .__... __,.__._. I L..__...__,_. _ _..._.._...v_! k I I I I E I COR r4 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLANS, THE G/TY I T TI T T T � I I � r - �....... .__.._._. .. __.._..._ ,� � I I I 1 CORNER B.C.R. OF CHURCH STREET AND HAVEN AVENUE, ° e CHURCH STREET STA. 5+78.50. OF RANCHO CUCAMONGA STANDARDS, AND THE STANDARD SPECIFICATIONS I I � � .._....__.� ... ... .__i._..... _._.�.._.._._._ �_ �__.. _.�_...� � � 1 ELEVATION. 56.01 >- FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN I .__ BASISF BEARINGSx SHA r THE BEARING OF N 89 54 45 E, ALONG THE CENTERLINE x LL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO THE BEST � ! � ' I "�� -�- -� � ;�W..I TO THESE STANDARDS AND SPECIFICATIONS AND APPLICABLE SUPPLEMENTS. „_..._.__. ... of CHURCH STREET As syowN ON TRACT MAP No. 11428 .. OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON 4 �... _. ._..____.I _ .._._.__. m.__., _._.__�.____.. 7 I li- 2. ALL PIPELINES OR SU i` BSTRUCTURES Q THESE PLANS THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES FILED IN BOOK 158 PAGES 19 THROUGH 2t, INCLUSIVE of MAPS, WAS USED AS THE BASIS OF BEARINGS FOR THIS F ANY KIND, TELEPHONE OR POWER � I I � � I " I I I ` ' I PROJECT.TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER I PALES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT o � � � I � I I I $ SHAWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR I l I 1 � L _. ._ _..__.r I _ .. _.... _.. .. _ ..._.__ . . __ __ d m ZD ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. . ._ c....__. .. _. __I_.. .__.. . _.�_._._._ .....�._._.._ .. _.�... .._. .._.." � REMOVED, RELOCATED, OR PROTECTED IN PLACE AS REQUIRED AT NO 1 VICT❑ w F _._..._._.___.. .__... ... ......... ..._ .... V�y � SEE SHEETS 6 & 7 FOR SIGN/NGS _ ..___... . QST TO THE CITY OF RANCHO CUCAMONGA. � THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY / TRIPING P 1 ��-- .� ,� FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS - i w J. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE - - - � ISTA ST, c, ,_ > HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY THAT THIS SHALL APPLY ..- _. IT _ _i -� I I <c I s+�. °w , ; ex,w,.. w,_ clM ..,�,,..Ki CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE I _ , , DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY � I FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER ! _ - ' 1 ON THESE PLANS. 41 HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION WITH THE � I i . --.. ���- ;' I'�, � �. ' ` `� _� � �._ ,�; ;,b, .���. � � � � I � � ; � -�,, � ,�. _ J L_ =.1�_ I 1 PERFORMANCE OF WORK ON THIS PROJECT EXGEPTI _ , NG FOR LIABILITY ARISING FROM THE ' Y.�.®_ ..W T._ _. .......___ r` , C �'=- :' _ _`..w,_._...__ -- R _. : --------_-- r--------------- ----/" \ � ; ,,` ^___ --�- ---ee� i i (U� � � � ASE LINE ROAD 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. _ ___._ I �- 1 r __________ r ; , ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION ! NOR g :j P W� i MPJ w _ -___ _- ---____- But W W WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT OF WAY. I a , I _.. _. � td@____._ .. �.. > I .•., ....J 1 I I K,.-a1 „......✓a'..x". .,; ; ., '. .�....�,».�,...-^.'-„ ; ; ,ate. I E I < CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL , ._. _m . � �-� � °..� I m. ffPROT SITE z F 4 � c ._w �p�; I z_... 1 . <C P PKWY I ._J 1 i_ I I w z 5. ALL GRDISCREPANCIES ADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS € ...v..., ..�....._........w "a.( ,„...... .. P7, ., 1 8 I .., m.... I 1 1 f ( > LJ PAVING STAKES SHALL BE SET AT ALL HINGE PO/NTS, EDGE OF PAVEMENT THE RESPONSIBILITY OF THE CONTRACTOR TO NOT/FY THE ENG/NEER OF ANY _ - . - - vrv ,; ; - 1 �-y I _, n 9 I 1 1a s fit: Q) ""� <C �� W POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE DISCREPANCIES. BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS. - 1 C TS...... .....,. .� THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED -- I t "._:w.:. .::-...:mm,._. t __ __ .7-^°^µrT:alj �_w"--_ r- -- p _ __s --_ ' i�'_ - BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. CONTRACTOR SHALL COMPLY WITH ALL NP.D.E.S REQUIREMENTS. I ,� .�,.,« � ; �_ """-=SS - _ � �_ �. �_ _w---_ -� w� �-� �-_ -_. _ r , i Imolds >° pq 71 �W 6. ALL SEWER , WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS, _ , �' MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES, I � . - UTILITY BOXES AND LIDS ETC. I _ a ° , I _ , , - I I 1 w 7. COMPACTION _...._.. _n. __._' _ . _.p _ _ ' .._. ... _- 1 w TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL _. _ ¢ - FOOTHILL BLVD, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED I - �- - _ .. __gym . _.._........_._... __._.-',�`=,.___ .._._ _._ ~~, I I a r 1 �\ AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH T _ _ \\ ,---- ��� ,.. ~ ~~ \ > CITY .....,,_......._.....»...„_..�...._........._.......................�,r I \ ?I. �"1 f ."n'*.....__ ....... ®_»_..____®__.__....^^tel \\\�.� \\ ; � •/' THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER _v.a ....,. w ....:, ._ .,=W .v.. _.u. .,.w _ O _ ... __.. . ,,...F. m.t. r _... ._.. -_ Ua ...._. . ®HALL 6 w. p. z z R APPROVAL PRIOR To THE PLACEMENT OF BASE MATERIALS AND,�/'OR __.. I � I I f � � � � SURFACING. I I I � civic _ ; I < CENTER DR 8. AT THE -COMPLETION OF PAVING, AMATER/ALS REPORT SHALL BE SUBMITTED � � � � � � � � � � -�- ARROW ROUT TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED I r I I I TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. . I I I � NOT T4 SCALE VICINI T Y MA P 9. PRIOR TO THE INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL I € ; BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINA- STREET CONSTRUCTIONT TIONS COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS AND SAND UTI TI EQUIVALENT OF AGGREGATE BASE. I , i CONST. 5" MIN. THICK AC PAVEMENT OVER 6" MIN CLASS 2 AGGREGATE BASE l SF TANS AC a � LSTRXT A RE VIA TIONS 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT � � � Er _ M- ,)D • TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS PRIOR TO CONSTRUCTION SF/ TONS (CAB) sso OF THE STRUCTURAL SECTIONS. 1 A CONST. 4" MIN. THICK AC PAVEMENT OVER 4" MIN. CLASS 2 AGGREGATE BASE / 3101 SF/77 TONS BC - BEGINNING OF CURVE I EC - END OF CURVE 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SAIL WHICH CONSISTS 2 CONST. 8" CURB & GUTTER PER CITY STD. PLAN N0. 104. /I ," LF ` BCR - BEGINNING OF CURB RETURN OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ECR - END OF ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR 3 CONST. 4" PCC SIDEWALK PER CITY STD. PLAN NO. 103 "W" PER PLAN SF CURB RETURN DEPRESSIONS,SHALL BE FILLED WITH A FINE GRADE MATERIAL OFA VC - VERTICAL CURVE QUAL/TY BETTER THAN THE NATIVE MATERIAL. CONST. ACCESS RAMP PER CITY STD. PLAN NO. 102 & 103 3 EA SCALE: 1" = 150' BVC - BEG/NN/NG OF VERT/CAL CURVE 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SAILS � CONST. CROSS GUTTER PER CITY OF R.C. STD, DWG. NO. 106-A. 1,733 SF MVC - MIDDLE OF VERTICAL CURVE STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. EVC - END OF VERTICAL CURVE SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED INSTALL STREET NAME SIGN PER CITY STD. PLAN NO. 401-1 & 401-B 4 Eq MOC - MIDDLE OF CURVE RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. TREE L CF - CURB FACE INSTALL STREET LIGHTS 9500 H.P.S.V. BY SCE, PAID FOR AND COORDINATED 11 Eq GL - CENTERLINE 13. EST/MATE OF QUANTITIES /S PROVIDED BY THE ENGINEER ONLY FOR THE BY THE DEVELOPER THROUGH THE CITY TRAFFIC DIVISION BOTANICAL CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN STREET NAME COMMON NAME MIN.GROW SPACING SIZE QTY. EP - EDGE OF PAVEMENT DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A NAME SPACE FL - FLOWLINE BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN N0. 134 5 EA CHURCH STREET MAGNOLIA GRANDIFLORA NCN 3' 20' 0.C. 15 GAL. 37 EA. FS - FINISHED SURFACE SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE � ADJUST MANHOLE RIMS WV COVER T® GRADE 6 EA MH/7 EA WI, 'ST. MARY' GB - GRADE BREAK CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. CENTER AVENUE BRA CH YCHI TON BOTTLE TREE 5' 25' Q.C PL - 10 SAWCUT REMOVE EXISTING AC PAVEMENT AND RECONSTRUCT 2 POPUHEUS 15 GAL. 17 EA. - PROPERTY LINE 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBERS 401 A r SF. PRC POINT OF REVERSE CURVE AND 401-B SHALL BE CONSTRUCTED AT EACH INTERSECTION. TO MATCH EXISTING AC PAVEMENT RP - RADIUS POINT 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM 11 CONSTRUCT 0. 1' MIN. VARIABLE A.C. OVERLAY, 0. 1' MIN. GRIND, t , SF R/W - RIGHT OF WAY RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED TC - TOP OF CURB DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS 12 INSTALL STREET TREE PER NOTES AND LEGEND ON THIS SHEET SEE LEGEND CONSTRUCTION T F T : TR - TANGENT RATE SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 13 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. NO. 101 "W" PER PLAN 2,745 SF 1. ALL STREET TREES ARE TO BE PLANTED /N ACCORDANCE EXIST: 16. WORK SITES AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD WITH CITY STANDARD PLANS WILY SEC. E'LY FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED R/W UNE" R/W UPON REQUEST OF THE INSPECTOR. l4 CONSTRUCT CATCH BASIN PER CITY STANDARD NO. 300 "W" PER PLAN 3 EA 2. PRIOR TO THE CQ 134' COMMENCEMENT OF ANY PLANTING, AN 17. NATIVE SOIL IS TO BE SCARIFIED OR RIPPED BETWEEN MEDIAN CURBS PRIOR 15 INSTALL STREET LIGHTS 5800 H.P.S.V. BY SCE, PAID FOR AND COORDINATED 4 EA AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE l � 67' 67' To FILL PLACEMENT BY THE DEVELOPER THROUGH THE CITY TRAFFIC DIVISION CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMENDMENTS, 2' S/W l 33' 34' 18. CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED, TWO WORKING DAYS 1 CONSTRUCT LOCAL DEPRESSION PER CITY STANDARD NO. 307 CASE B. 3 EA AS DETERMINED BY THE CITY INSPECTOR. EASEMENT I PRIOR TO EXCAVATION. PHONE NO. 1-800-227-2600 0. .5' 11' 51' PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING. 17 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STANDARD NO. 107-B. 0 EA J. ALL STREET TREES ARE SUBJECT TO INSPECTION AND l ACCEPTANCE BY THE ENGINEERING DIVISION I l 3 PCC SIDEWALK �-- --f- ---B A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 18 RELOCATE TRAFFIC SIGNAL BOX l 2z% l MR. JAMES FREI 2 4. STREET TREES ARE TO BE PLANTED PER PUBLIC 2:1 MAX 1' IMPROVEMENT PLANS ONLY. l -- �'" �I II' _ FOR BASE LINE ROAD CONSTRUCTION 1� REMOVE HEADWALL, RET. WALL, TREES, BOULDER, PILASTER, ETC. 1 LS �" B. GENERAL TELEPHONE COMPANY (800) 483-3000 20 REMOVE CHAINLINK FENCE & GATE. 1,455 LF N'LY S'LY FOR UNDERGROUND SERVICE R/W 88' T''/W 5 A.C. 10 u C. SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 21 SAWCUT` & REMOVE EXISTING DRIVEWAY, A.C. PAVEMENT & SIDEWALK. 6,385 SF 6" CAB 1981 W. LUGQNIA AVENUE 12' 32' 32' 12' 0.1' MIN. GRIND BUS BAY- RIGHT 22 REDLANDS, CA. 92373 22 CONSTRUCT BUS BAY-RIGHT TURN LANE PER CITY OF R.C. STD NO. 119. 5, 177 SF , 0.1 MIN. OVERLAY TURN LANE D. CUCAMONGA VALLEY WATER DISTRICT (909) 987-2591 ,�3 CONSTRUCT 4" A.C. PAVEMENT: 1,188 SF �5' 4' 0.5' 10440 ASHFORD STREET VARIES 0 5' RANCHO CUCAMONGA, CA. 91729 1 EXIST IMPROVEMENTS PROP. IMPROVEMENTS HA VEN A VENUE RELOCATE CHAIN LINK GATE. 2 EA /CAL X-SECTION E. METROPOLITAN WATER DISTRICT (909) 593-7474 l 11 5"A.C. PAVEMENTO 27* NTS 700 N. MORENO AVENUE 25 RELOCATE TRAFFIC SIGN. �. j?9, _ ...--- * 2.1 MAX T.h = .0 = 7 LA VERNE, CA. 91730 2.jq 26 SAWCUT, REMOVE & RE-CONSTRUCT MEDIAN NOSE PER CITY OF R.C. STD. DWG. 109. 87 SF F. SOUTHERN CALIFORNIA EDISON COMPANY (800) 655-4555 - --= 7951 REDWOOD AVENUE RELOCATE EXISTING ►�1! IRON FENCE. 430 LF FONTANA, CA. 92336 !� G. PACIFIC TELEPHONE COMPANY 714 999-5639 28 RELOCATE EXIST. CHAINLINK FENCE. 6 CAB PCC SIDEWALK ( ) � 392 LF W'LY E'LY 19. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT 29 RELOCATE W. METERS, MAIL BOXES, LANDSCAPE IRR. LINES, C.L. FENCE BEHIND R/W. 2 CURB & GUTTER R/W 66' R/W SHALL NOT BE PLACED UNTIL ALL UTILITIES & UTILITY LATERALS WITHIN 1 LS 11' 22' 22' 11' j THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE IMPROVEMENTS y / F 1 077 6-44.145 INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE 30 REMOVE PORTION OF EXIST BLOCK WALL. / LF , PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO TYPICAL X-SECTION 0.1' MIN. OVERLAY 4' 0.5' /- l l Tl ® , THE SATISFACTION OF THE CITY ENGINEER. 31 INSTALL CHAIN LINK GATE. 35 LF NTS I 0.5' � 1 7- T.1. _ .0 = 7 EXIST. IMPROVEMENT 10 PROP. IMPROVEMENTS 20. ON THE INTERIOR STREETS WHERE SIDEWALK IS ADJACENT TO THE CURB, 32 INSTALL ACCESS RAMP PER CAL TRANS STD. DWG A88A, CASE C & E (MODIFIED) 2 EA FROM STA. 15+00 T STA. 25+50 11 2q DESCRIPTION ofREVISION DATE APPROVED THE INSTALLATION OF STREET LIGHTS, STREET SIGNS, AND FIRE HYDRANTS rr � .�-- 2.1 MAX SHALL BE LOCATED BEHIND THE SIDEWALK. 1 / I l -J_\ _Ivo FEAmIr NLY ZL :. t CITY of RANCHO R/w CL S'LY i � , NOTE' ALL SERVICE UTILITY LINES CROSSING CHURCH STREET SHALL BE R UNDERGROUNDED. 88' 1A 4" A.C. OVER PCC SIDEWALKTRA NOe 17435 12' 32' 32' 12' 1 DEVELOPER "CIVIL ENGINEER 4" CAB Aft 0 5,' 4' %YTREET 1AFPR0 WAMM AM � 14' 18' z CURB & GUTTER - A < 0.5 � IHAWN A 2:1 MAX ® v f KB HOME Greater Los Angeles Inc. MADOLE & ASSOCIATES, INC. OF CHURCH ST & CEN7FR A ME �. EXISTING SURVEY T TI Nay- f U VA BLE 6 OVERLAY I 801 CORPORATE CENTER DR. THE INLAND EMPIRE CENTER AVENUE T ® t - ECT® W �p N Y . , 11 SUITE 201 CONSULTING CIVIL ENGINEERS AND NTS w I HEREBY CERTIFY THAT l HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD �� POMONA, CA. 91768-2641 LAND PLANNERS T. = .0 R = 7 TITIS $MET c THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY Q ®� �` 1455 AUTO CENTER DRIVE //'�{,.ff^ / » ® L L. EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: No. 7635 �- SUITE 200 �» APPROVED B Y: DATE. �- Exp: 12-31 -- r CONTACT ONTARIO, CA 91761 �r,! Underground Service Alert CITY ENGINEERS. lvt"" RCE: 24953W � JARY COCKROFTw THERE ARE NO SURVEY MONUMENTS OF RECORD THAT COULD BE DISTURBED BY THIS PROJECT PCG SIDEWALK 5„ A. PVMNT�,!_/ ; PHONE- (909) 618-1449 CONTACT p a Pio. 663 DESIGN MCA A �epFc��F� 6 CAB DAVID JENKINS - L ��, RECOMMENDED CURB & GUTTER a PHONE (909) 937 9151 MADOLE 1455 AUTO CENTER DRIVE N CHURCH � SUITE 200 r.. ® {i DRAWN Mir ONTARIO,CA 91761 SHEET o M VA 909.937.9151 i ANTHONY HARO .L.S. NO. 7635 TYPICAL T/ 00 NTS 227-2600 Aw - Eng' rin Comm a for Life www.madoleinc.com OF C T.l' 8.0 7 CHECKED RCE No 36637 DRAWING NO. � ru FROM // .` / L TWO WORKING DAYS BEFORE YOU DIG MCA Zi DATE FILE No PROJECT SHEET J:\652-1872\.streets\Offsite1st01.dwa.12/20/2006 4:32:21 PM.CGV BEN BeCOHc+M vRK11IE TO►P OF CURB AT 7HE SOU7HWEST N CORAVR B.C.R. Of CHURQj STREET AND HAVEN AVENUE; N v CHURCH STREET STA. 5+78.50. � '+ ELEVATION. 56.01 BAS18 OF BEARINGS x �o Of OWRi H S7RR£EOf NT AS 54' 45' O 77PACCrr AW AO'i 148 � i Of A"O.$__jr4 FILED ��USED A 58�7)E�OF�� I 0� F K c Pp"Cl: cc N ti o '01 4 60' VC 09 � o -F FF r 51q- 7E a, cgs �- IFtop 0 C R $ �_ N • ^ e - � � .l. 124 .7 ,� 0 - � � -� E {S RO N OC � ,� �, r � C 6 + N r� f. 1 2 VS ANCR L _ TP F uRB + 2 2 �,, •. N 7.8 . 2 1 4 R 21 ^ 2 ]A (�y� / J O ro / ^ ATV , Q +, 0 IL HORI 1 340 I I t-I_- 2516. PSN Iy3 �' Z6+6.0 27+00 ZSfOO 29f00 STREET CONSTRUCT/ON NOTES 21100 22+00 23+00 24100 GALE IN FEET S Ol CONST. 5" MIN. THICK AC PAVEMENT OVER 6" MIN. CLASS 2 AGGREGATE BASE 0 g 1 0 160 1A CONST. 4" MIN. THICK AC PAVEMENT OVER 4" MIN. CLASS 2 AGGREGATE BASE 20 CONST. 8" CURB & GUTTER PER CITY STD. PLAN NO. 104. SCALE.' 1'=40 3O CONST. 4" PCC SIDEWALK PER CITY STD. PLAN NO. 103 "W" PER PLAN W c40 CONST. ACCESS RAMP PER CITY STD. PLAN N0. 102 & 103 CHURCH STREET O CONST. CROSS GUTTER PER CITY OF R.C. STD. DWG. NO. 106-A. SEE SHEET 3 © INSTALL STREET NAME SIGN PER CITY STD. PLAN NO. 401-1 & 401-8 HEMLOCK STREET O7 INSTALL STREET LIGHTS 9500 H.P.S.V. 8Y SCE, PAID FOR AND COORDINATED BY THE DEVELOPER THROUGH THE CITY TRAFFIC DIVISION INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN N0. 1,34 I �) 18 90 ADJUST MANHOLE RIM/ WV COVER TO GRADE #0' 30'1 I k ---,- '-I , +_- Y ,44 , 418 18 2 M ( I 10 SAWCUT/REMOVE EXISTING AC PAVEMENT AND RECONSTRUCT 0 3 ' TO MATCH EXISTING AC PAVEMENT °j I I I I a -t CONSTRUCT 0. 1' MIN. VARIABLE A.C. OVERLAY, 0.1' MIN GRIND. N I EXIST. R `� N CA I NOTES AND LEGEND ON SHEET 1. �— — — INSTALL STREET TREE PER __ 12 L_t r l /L_ i- - - -- - 1,5 INSTALL STREET LIGHTS 5800 H.P.S.V. 8Y SCE, PAID FOR AND COORDINATED - - - - - - -- Oct— - - — - - - =- 1� - - - _ - - - - -- -- - - - - - -9 - - - CITY TRAFFIC DIVISION — .— — � -" €,��GdcG — 01 y:� BY THE DEVELOPER THROUGH 1N£ C � 0N INT. h +71.68 CENTER AVE �0 REMOVE CHA/NL/NK FENCE & GATE. 22+00 97.82 CHURCH ST 21+00 r o STD. DWG A88A CASE C & £ (MODIFIED) - — - INSTALL ACCESS RAMP PER CALTRANS � µ O F . - - -- - - — x - —n w t ILI PROP. R" - -_- 3 27+04.58 \ EX u� "� � . ;�' 'To � ►-: rx ' K i- .--� IST. 8LOV1(r'. �'.� N cn w - �, v, 1J+54-93 c Z N -- 15 15 ECR \ ... 44' 44' 11 11 n3 __j Z N 15 1� / si 6 4 3rj� +$ 11 ' J V f `li ` - O 32 .� y J DESCRIPTION of REVISION DATE APPROVED l CITY of RANCHO CU CAM ON GA CEN TER A TRACT NO. 17435 STREET IMPROVEMENT PLAN ��Sss—/ CENTER AVENUE LIJ OU DENOTES TO BE REMOVED & UTILITY LINES TO BE z UNDERGROUNDED, PAID FOR AND COORDINATED BY ����� . I_. I lyl�Fy CHURCH ST � w° �, FROM STA 2224.79 TO C DEVELOPER. _ o NO 36637 `�' LY O DENOTES PROPOSED LOCATION-SCE STREET LIGHT j � APPROVED BY: DATE: CITY ENGINEER / RCE: 49 3 }- OW DENOTES PROPOSED LOCATION-SCE POWER POLE Underground Service Alert X DENOTES PROTECT-IN-PLACE �f of�A�\ DESIGN RECOMMENDED V) 0 CALL MCA/MVA (NMADOLE � CURVE TABLE 1455 AUTO CENTER DRIVE N CURVE DELTA RADIUS LENGTH TANGENT �Y DENOTES POWER POLE TO BE RELOCATED BY SCE TOLL FREE SUITE 200 1 800 DRAWN ONTARIO, 91761 SHEET 00•- C 1 90'05'30" 35.00 55.0,3 35.06 909.937.9151 Q Z DENOTES TO BE REMOVED OR RELOCATED BY OTHERS MVA Ingo' iti for Lift www.madoleinc.com Z OF 1V `N 0 227-2600 CHECKED CE No 36637 DRAWING N0. r77 TWO WORKING DAYS BEFORE YOU DIG MCA DATE FILE No PROJECT SHEET N0. ____OF____ J:\652-18721streetsl0ffsite1st02.dwa.12J2112008 7:03:05 AM.CGV - I I I I . I i I I � I I - . � , , I - __ - I I � i � � I, ---7- i � --7--7 I -7- --7— — —_ �_ --- ____ -_ I I I � ----7— i I � -— - — — — . 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PLAN NO. 104. @ INSTALL STREET LIGHTS 5800 H.P.S.V BY SCE, PAID FOR AND COORDINATED � I DESCR' IPTION of REVISION DATE--.--A APPROVED (�) CONST. 4" PCC SIDEWALK PER CITY SID. PLAN NO. 10J "W" PER PLAN BY THE DEVELOPER THROUGH THE CITY TRAFFIC DIVISION ­I ASE B A (�) CONST ACCESS RAMP PER CITY SID. PLAN NO. 102 & 10J & CONSTRUCT LOCAL DEPRESSION PER CITY STANDARD NO. J07 C Zp__\ (�) I FE 6;1?A,0,= A N t) R E-,E 5 TA,6 L I G H 7o m,E I CITY of RANCHO CUCAMONGA (D CONST CROSS GUTTER PER CITY OF R.C. STD. DWG. NO. 106-A. (�� CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STANDARD NO. 107-B. -GAT15FACTION 0 1` PIT OP�ER T Y 0 WAIEIT. � gdpb�dwn z TRA cf . N0a 17435 :� (�) INSTALL STREET NAME SIGN PER CITY STD. PLAN NO. 401-1 & 401-B RELOCATE TRAFFIC SIGNAL BOX DENOTES TO BE REMOVED & UFILITY LINES TO BE CL (�) @ � STREET AMPRO T RAN F_ INSTALL STREET LIGHTS 9500 H.P.S.V BY SCE, PAID FOR AND COORDINATED UNDERGROUNDED; PAID FOR ANO COORDINATED BY � z 0 11 ui REMOVE HS4DWALL, RET WALL, PILASTER, BOULDERS, TREES, ETC. DEVELOPER. :2 - BY THE DEVELOPER THROUGH THE CITY TRAFFIC DIVISION @ "CHURCH STREET w > INSTALL FIRE HYDRANT MARKER PER CITYSTD. PLAN NO. 1J4 I & DENOTES PROPOSED LOCATION-SCE STREET LIGHT 0 @) REA40VE CHAINLINK FENCE & GATE. cr_ @ . r - � Bs/ FROM STA 7+00*00 TO STA* 16+5OoOO CL (�) ADJUST MANHOLE RIM AND WV COVER TO GRADE @ RELOCATE TRAFFIC SIGN. (�) DENOTES PROPOSED LOCATION-SCE POWER POLE I I lls;s) L. I ' . 0 . / 10 :2 , 0- , 4 (@SAWCUTIREMOVE EXISTING AC PAVEMENT AND RECONSTRUCT DENOTES PROTECT-IN-PLACE .1 A rP-') BY: D A TE:llldple:�7 L TO MATCH EXISTING AC PAVEMENT (�� RELOCATE W. METERS, MAIL BOXES, LANDSCAPE IRR. LINES, C.L. FENCE & GATES. 0 Underground Service Alert ...Cz LU rl" CITY ENGINEER�/ �Z///J)y --- RCE: N953 bi 11 ;0 Of '-'- (D DENOTES POWER POLE TO BE RELOCATED BY SCE ________­_ I 0�' 3' r��'q 36637 '::: =1 DESIGN ,(/ - �__ ;-1 0 CONSTRUCT 0. 1' MIN. VARIABLE A.C. OVERLAY, 0. I' MIN. GRIND. @ REMOVE PORTION OF EXIST BLOCK WALL. /' CALL 1. �­. Ut ft % 1�r � RECO ENDED (�� . � V, ,- MCAIM VA- DENOTES TO BE REMOVED OR RELOCATED BY OTHERS (CONTACT UTILITY CONSULTANT) I 1 1455 AUTO CENTER DRIVE M_-, - K 0 i�, 4 ___ MADOLE _.Zel Ill- ' INSTALL STREET TREE PER NOTES AND LEGEND ON SHEET 1. INSTALL ACCESS RAMP PER CALTRANS STD. DWG A88A, CASE C & E (MODIFIED) .I�.0 I, (;"I J�L SUITE 200 ,�/ 00 @ @ 1 -800 1 f (i C DRAWN ONTARIO,CA 91761 SHEET Ir- 909.937.9151 _1 I Z2 , M VA 4AL% \ (�� COA16MUCT, RE-WAIING WALL (FINISH HEIGHT WIDEN 36") Engineering Communities for Life www.madoleinc.com C14 -N0 PERMIT )?,E(VUh'?EZ). 7 3 OF__LG_p Lo I (0 zi� 1A&_ i F. 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BY SCE, PAID FOR AND COORDINATED g0lb lA CONST. 4" MIN. 1N/CK AC PAVEMENT OVER 4" MIN. CLASS 2 AGGREGATE BASE 8Y THE DEVELOPER THROUGH THE CITY TRAFFIC DIVISION 2� CONST. 8" CURB & GUTTER PER CITY STD. PLAN NO. 104. 16 CONSTRUCT LOCAL DEPRESSION PER CITY STANDARD N0. 307 CASE B. 9� h� G CONST. 4" PCC SIDEWALK PER CITY STD. PLAN N0. 10,3 "W" PER PLAN 17 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STANDARD NO. 107-8. �99�1F � D E S C R I P TI 0 N o f REVISION DATE APPROVED �0 ��, �9 �g �9• h0. ��F 4O CONST. ACCESS RAMP PER CITY STD. PLAN NO. 102 & 103 18 RELOCATE TRAFFIC SIGNAL BOX ® CONST. CROSS GUTTER PER CITY OF R.C. STD. DWG. N0. 106-A. 17+25.03 CL CB 17+65.03 CL CB CITY O f RANCHO C U C A M O N G A 19 REMOVE HEADWALL, RET. WALL, TREES, BOULDERS, PILASTER, ETC. SAWCUT & REMOVE IXIST. CURB & GUTTER W=28, V=5.5 W=28, V=5.5 ® INSTALL STREET NAME SIGN PER CITY STD. PLAN NO. 401-1 & 401-8 TRA O T HO. 17435 0 REMOVE CHA/NLINK FENCE & GATE. O7 INSTALL STREET LIGHTS 9500 H.P.S.V. BY SCE, PA/0 FOR AND COORDINATED 5 e 21' 6' S" CATCH BASIN STREET IMPROVEMENT PL�I N z BY THE DEVELOPER THROUGH THE CITY TRAFFIC DIVISION �4 RELOCATE CHAIN LINK GATE. LOCAL DEPRESSION CASE B1 ® INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 134 F,j -17+0755-CL- �— _ SCALE- 1'v = 10' CHURCH STREET RELOCATE TRAFFIC SIGN. c, W=21 , V=7 z 9O AA/UST MANHOLE RIM WV COVER TO GRADE �' -� G� - - rG� Q��FESS��Nq! FROM STA 20+00.00 TO STA• 26+00. �U DENOTES TO BE REMOVED & UTILITY LINES TO BE 2 m 0 9� �� `�� L W F 90� 0 SAWCUT/REMOVE EXISTING AC PAVEMENT AND RECONSTRUCT UNDERGROUNDED, PAID FOR AND COORDINATED BY o . p9• Qp�' 1��� • . a APPROVED BY: DATE:/ TO MATCH EXISTING AC PAVEMENT DEVELOPER. v --- p°J __ZA g�y5 Underground Service Alert L' �` 3663) CITY ENGINEER RCE: 24953 ,- 11 CONSTRUCT a 1' MIN. VARIABLE A.C. OVERLAY, 0. 1' MIN. GRIND. O DENOTES PROPOSED LOCATION-SCE STREET LIGHT (0.490 � � 4 � +� 12 INSTALL STREET TREE PER NOTES AND LEGEND ON SHEET 1. 0 DENOTES PROPOSED LOC477ON-SCE POWER POLE 9�G rG� �G �G���O �`Z ��, CALL DESIGN RECOMMENDED IY 0 \, OJ• 6 0-11" ��� MCA MVA 1455 AUTO CENTER DRIVE N 0• ��F 6� '`yys'- �9' �� �� � TOLL FREEQINMADOLE t CONSTRUCT DRIVEWAY APPROACH PER CITY STD. N0. 101 DENOTES PROTECT-IN-PLACE h�o�• p0� �0 ���F C?���E SUITE 200 p, 1 -800 DRAWN ONTARICI,CA 91761 SHEET o0 909.937.9151 `1 14 CONSTRUCT CATCH BASIN PER CITY STANDARD N0. 300 "W" PER PLAN. O DENOTES POWER POLE TO 8E RELOCATED �`'e CATCH BASIN 227-2600 MVA En e Co unitie,�e;/! www.madoleinc.com 4-le OF !6 In ZO DENOTES TO BE REMOVED OR RELOCATED BY OTHERS LOCAL DEPRESSION CASE B� CHECKED wt RCE No 36637 DRAWING/NO. SCALE. 1" = 10' TWO WORKING DAYS BEFORE YOU DIG MCA DAT Z,t � FILE No PROJECT SHEET N0. F____ J:1652-18721streets%Offsite\stO4.dwo.12/21/2008 7:28:15 AM.CGV t. I eENNGtINrARK N 2! - -- T.B.M. LOCATED AT THE TOP OF CURB AT THE SOUTHWEST N 'WI-- -- - - �N CORNER B.C.R. aF CHU4CH STREET AND HAVEN AVENl CHURCH STREET STA. 5178.50. -- -- -- - + - -- - - -- BASS OF 1 BEARINGS _ - THE BEARING OF N 89' 54'45'E, ALONG THE CENTERLAVE x - -- - - � Of'CHURCH STREET AS SHOWN ON TRACT MAP NO. 11428 .. . i } 1 9 ' FI(ED AV BOOK 158 PAGES 19 T}p� ,,H 11 A'VCLUSNE OF OCTAs USED AS THE BASIS OF BEARINOS FAR TMS - -- - - o-- - - - -- - �- - - _ - v o $ TOP' OF CUB Ntt �'• .' - - - - I IL) �, LO LO W 1' o°', �' ' i FL WLl E BUS AY _ - - -- - - - - --- - - -fl - -- ! T R L NE 06 - - - - _ � T P RB' � - 1 76 Id 70 N Z p4 N � _ - — - - - - — O - - - - - — — �s� O --_ \\ 2. 50 •O D �0 EXI T WALLS __ 11 PL�1 E �F r 1 0 T R= L TO E VED PLAN 1"C 40' PKOOrf IN P1.A� T / PR CP' EXIST. A.ZL'�'A � EXI� A.C. P VEMENT 127+00 128+00 129+00 130+00 131+0 132+00 133+00 134+00 i 1 SCALE IN FEET - , �.� — -__ ___ _ 0 8 120 160 - _ R ' OCA+TE t HRH STREET ` ' CHAIREL NLINK ENCS C.�LlN FEN C U C S No SEE SHEET 4 \ �. r�.�.-�.-�,,-.�,-•.-�--v--ti, "'' ,-,..' / /.% " `° v' r���.,-( .r_-' 4 .c, � • ,.�_ t . p �... i- I i : I L. � CHAINLINK FENC GATE a Ul r' N �.....� - _��-�� � i �� � \ � ,• -.: --- ---- � ��`�� +1 -- �-� � i � �' I � i , � � �� � '� /s��., �j G' � ,�I�' � � INS'ALL TE � SEE DETAIL A ��r �, I I \ ti \ \ C. INK F N P ARIGHT45) I II. OP. A.C. PAVEN�T.. p / E C � � ti� . \ �-- e._.�_ -� r` � � , � \ � F 45.268 .r NCE RELOCATED ?� �` • • W.l. FENCE EXIST / y ISI \ EXIST. ... _ mmm R/W J IR _FEN 2 p o, "' Ol2 `' L ,`� �\ \ ! o -�` ►� S ELOCATED Jul. FENCES_ + ' 5189. _ _ ____ , � FEN� - G ,1, +,' 2 S W l _ EXIST. 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BY SCE, PAID FOR AND COORDINATED DESCRIPTION o f REVISION DATE APPROVED BY THE DEVELOPER THROUGH THE CITY TRAFFIC DNlSION 31 INSTALL CHAIN LINK GATE. 0 CONST. 8" CURB do GUTTER PER CITY STD. PLAN NO. 104. 16 CONSTRUCT LOCAL DEPRESSION PER CITY STANDARD NO. 307 CASE A. (MODIFIED) CITY of RANCHO C U C A M 0 N G A 3� CONST. 4" PCC SIDEWALK PER CITY STD. PLAN N0. 103 "W" PER PLAN 32 INSTALL ACCESS RAMP PER CAL TRANS STD. DWG A88A, CASE C do E MODIFIED 17 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STANDARD NO. 107-B. CURVE TABLE 0 CONST. ACCESS RAMP PER CITY STD. PLAN NO. 102 do 103 CURVE DELTA RADIUS LENGTH TANGENT TRACT NO. 17425 50 CONST. CROSS GUTTER PER CITY OF R.C. STD. DWG. NO. 106-A. 18 RELOCATE TRAFFIC SIGNAL BOX O DENOTES TO BE UNDERGROUNDED;RPAIDV FOR ANDLITY LINES TO BE COORDINATED BY C1 20'46'39" 84.57 30.67 15.50 STREET impROVEmEmr PLAN Z O6 INSTALL STREET NAME SIGN PER CITY STD. PLAN NO. 401-1 do 401-B 19 REMOVE HEADWALL, PILASTER, ETC. DEVELOPER. 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O (NMADOLE 1455 AUTO CENTER DRIVE ���TOLL FREE SUITE 200 I. 11 CONSTRUCT 0. 1' MIN. VARIABLE A.C. OVERLAY, 0.1' MIN. GRIND. 2U5 RELOCATE TRAFFIC SIGN 1 -800 DRAWN ONTARIO,CA 91761 00 (J LIN= 909.937.9151 SHEET MVA En i rin mmun i s Life www.madoleinc.comP-O�q INSTALL STREET TREE PER NOTES AND LEGEND ON SHEET 1. �6 SAWCUT, REMOVE do RE-CONSTRUCT MEDIAN NOSE PER CITY OF R.C. STD. DWG. 109. 227-2600 g g 5 OF 16 LO CHECKED CE No 36637 DRAWING NO. 13 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. NO. 101 © RELOCATE EXIST. W. IRON FENCE 2' WEST. TWO WORKING DAYS BEFORE YOU DIG MCA 2' DAT 'w FILE No PROJECT SHEET NO. ____OF____ J:1652-18721streets\Offsftelst05.dwa.12121/2006 8:04:27 AM.CG1v BENCHMAR N T.B.M. LOCATED AT 77C TOP Of CURS AT 7NE SOUMWEST N CORNER 8.C.R Of CHURCN STREET AND MY&AYL7V& N CHURCH STREET STA 5*78.50. i LZEVATIft 5801 BASIS OF BFAR/NC9 x 7NE"TNG Of N 89' 54' 45'& ALONG 7}E CENTERLINE x Of CIVRCH STREET AS SMWN ON 7RACT MAP NO. 11428 fX.EO /N BOOK 158 PAGES 19 900M 21, INCLUSIVE Of MSPS MS USED AS 7}E 84SIS Of ZWIACS FOR TINS �'h�UtCr � m Q 0 I I 1244 1244 / co 1237 1237 1241I / 1241 1243 1243 74 0.1' GRIND / o 0.1' OWRLA / IN N ('9 i— _ N 2 1236 1 — 1236 1240 \\\ 0i — 1240 1242 N J 1242 1 o _ LO O N N 2•57% 1235 N N 1235 i 239 r1 00 r 1239 1241 \ 1241 1 \ N _ _ O M N N0 0 NPO ilo � a�`=C–i a• `4 N N N 06 N N 1238 1238 -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 20+ 50 22+ 00 23+ 00 — 1243 1243 I 1242 I r fi- 1242 10' 122' N \ 0.1' GRIND I N 0.1' OVERLAY 2Q, i 1 oc 1236 1239 1241 1241 ` ` 1236 1239 0 \ N N -t 00ao Cy) �0. 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LOG7E0 AT IFI£ T(,1�P Of CURB AT IHE SOUIHW£ST N ER B.C.R. Of CHURCH Si'RELT AND HAtD A97M, NrCll STREET STA 5+78.50 ATION: 5601SIS OF WAR/NGS x IHE BEARING Of N 89. 54' 45'& ALONG IHF CE VUUNE x AI CHURCH STREET AS W0 ON Wr 9V Na 1142a fKEO/N BOOK 159 PAGES 19 MROUGI 21, IACLUSNE Of Mn WAS USED AS IHE BASIS Of BEARINGS FOR M PR "Cr 1248 — — - -- - --- 1248 - — a a I / 0 I 1247 1247 1252 - 1252 N / 2p• Q2' 10' 2' / o 0.1' GRIND / N VAR. 0 RLA Y 0.1-OWRtAy 1246 1251 _ 2(}' - - - - 2' _ i- 2 ,� / 1251 1255 2 1255 1246 VAR. 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I 2slr n �� 1252 1255 - - 1255 cl - -- 1251 1254 1254 1251 i I - 1 I A- rl, N DESCRIPTION of REVISION DATE APPROVED f N N In N N CITY of RANCHO CU CAM ON GA —40 —20 0 20 40 —40 —20 0 20 40 131 + 00 132+ 50 HAVENAVENUE CRM SECTIONS Z STA. 131+00.00 TO STA. 134+50.00UJI OfEss/pNgl APPROVED BY: DATE. / / m CITY ENGINEER RCE: 24953No I— z � DESIGN RECOMMENDED �i� r rrl� �r MA D O L E 1455 AUTO CENTILK SUITE R200 04 r SCALE 1 10 f� p 1 ((�'`� DRAWN ONTARIO,CA 91761 SHEET -T00 �{LAI { 909.931.9151 OF—LO in niGel oI Lit www.madoleinc.com 1' CHECKED �' RICE No 36637 DRAWING N0. DAT FILE No G13 43 PROJECT SHEET NO. ___—OF'____ J:\652-1872\streets\Offsitev-section.dwo.12t21/2006 7:07:52 AM.CGV BENCHMARK T.B.M. LOGI7ED AT 7N£ TOP Of CURB AT 7NE SYXJINWEST N CORNER 8 CA Of CWRCH STREET AND H4 V&AWAV& N f.IK ROf STREET STA 1+78.501 } MVATIOA*: 56.01 �- BASIS OF BEARINGS x W BEARIN, Of N 89' 54' 45'& 40NO 7NE COMUNE x W aVfi yl STREET AS 5E10WN ON TRACT MAV NO. 11428 fXED/N9BF00)( 158 PAGES 19 1FfiKJ(W 21, IACLME OF P,�+OJEG. 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