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HomeMy WebLinkAbout1440 CITY OF RANCHO CUCAMONGA CONSTRUCTION PLANS FOR ARROW ROUTE BRIDGE WIDENING COMBINED ROAD PLAN No . L08 -9 GENERAL NOTES GENERAL NOTES [CONT . ] SHEET INDEX > All work within Bridge Construction Limits, as delineated on sheet P2 herein PLAN RANCHO 15a 1 - shall be done in accordance with the Specifications, Std. Plans b Special 17 . Contact all Utility Companies as required, 48 hours prior to excavation . CUCAMONGA Provisions as listed on sheet B-I herein. Work outside Bridge Construction Provided for your convenience are the following: Pi. TITLE SHEET * � Limits shall be done In accordance with the Specifications, Standard A. General Telephone (800) 422-4132 P2. PLAN AND PROFILE UPLAND ; Specifications, for Public Works, 1988 Edition, and Special Provisions. for underground service . LANDSCAPING 2. All pipe lines or substructures of any kind, telephone or power poles, • " 15 water meters, valves, fire hydrants, etc . shown or not shown on these plans B. Southern California Gas Company (714) 394-4356 LI. PLANTING PLAN FOOTHILL �, BLVD. 21 L2. IRRIGATION PLAN within the right-of-way limits or in adjacent areas where improvement 5566 Arrow highway FONTANA RIALT work is to be done shall be removed, relocated, or protected in place Montclair Ca . 91763 L3. IRRIGATION AND • as required at no cost to the City of Rancho Cucamonga . PLANTING DETAILS ONTARIO C. Cucamonga County Water District (714) 987-2591 10 3. Any contractor performing work on this project shall familiarize himself 9641 San Bernardino Road BRIDGE • CHINO 60 GRAND with the site and shall be solely responsible for any damage to existing Rancho Cucamonga, Ca . 91730 a TERRACE facilities resulting directly or indirectly from his operations, whether B1. GENERAL PLAN RIVERSIDE or not such facilities are shown on these plans . D. Pacific Telephone Company (714) 666-5643 B2. DECK CONTOURS 71 3939 E. Coronado St . B3. ABUTMENT DETAILS • NORCO 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering Anaheim Ca . 92807 B4. TYPICAL SECTION 91 TO Department prior to any encroachment or construction within City of Rancho Cuca- 85. GIRDER LAYOUT PALM SPRINGS mange easement or right-of-way. E. So . California Edison (714) 947-8261 86. APPROACH SLAB DETAILS 1351 East Francis B7. LOG OF TEST BORINGS 5. A permit shall be obtained from San Bernardino County Flood Control prior to Ontario Ca . 91762 15 any encroachment or construction within San Bernardino County Flood Control F. DCA Cable Vision (714) 987-2225 TRAFFIC easement or right-of-way. 9155 Archibald Ave . DI. TRAFFIC CONTROL PLAN 6. All grade stakes shall be set by the City. Paving Rancho Cucamonga Ca . 91730 stakes shall be set at all hinge points, edge of pavement points within VICINITY MAP 0 .01 foot of sub-grade elevation and at not more than 50 foot intervals . 18. The final or surface layer of asphaltic concrete roadway pavement shall N.T.S. Additional paving stakes may be required by City Engineer as needed at not be placed until all utilities and utility laterals within the warped or vertical curve areas . roadway have been installed, all on-site improvements including all grading have been completed, and all unacceptable parkway and roadway II 7 . All sewer, water, electric, gas, phone or other utility laterals, mains, improvements are removed and replaced to the satisfaction of the City 66 FOOTHILL AVE. or crossings shall be constructed prior to paving . Engineer . ' cr 8. - Compaction tests of embankment construction, trench backfill, compacting > w ` > > > original ground and all sub-grades shall be performed at no cost to the a > 4 a a City of Rancho Cucamonga . A written report with these compaction tests shall be submitted to the City Engineer for approval prior to the place- ARROW HWY. ment of base materials and/or surfacing . 9. At the completion of paving, a materials report shall be submitted to the 9th ST. City Engineer listing all tests or determinations completed to verify stability, oil content, and gradation of asphalt paving . SLOPE TO 8th T- CHANNEL 10. Prior to installation of any paving, a materials report shall be submitted to the City Engineer listing all tests or determinations completed to FILL AS 21lo' 2 W a a m verify sieve analysis and sand equivalent of aggregate base . REQUIRED 3% UPLAND > W } 2:1 O Y W J = it . Paving sections are as shown In typical sections hereon. 2:1 0 th m W W EXIST. 0.20 AC ON COMPACTED - 0 �T. 6 ST. = Q U b` SUBGRADE MATERIAL 12. When improvements are to be placed on native soil which consists of a 10 rocky material, the sub-grade shall be prepared by removing all rocks TYPICAL SECTION ACCESS ROADS RANCHO CUCAMONGA which protrude above the sub-grade and all voids or depressions shall be filled with a fine grade material of a quality better than the native N.T.S. 4th ST. material . `y 13. If the asphalt concrete is to be placed on sub-grade, a soils sterilant S.B.C.F.C.D. R/W 9Z registered by the E.P.A . for use under A .C . and P.C .C . shall be uniformly RI 30' 30' H R/W applied at the manufacturer 's recommended rate for the full pavement AS BUILT'. I50•50' I width prior to paving . ,�ya�4, : Mace- C.0 LOCATION MAP 14. Estimate of quantities is provided by the Engineer only for the convenience CITY OF RANCHO CUCAMONGA I 5• VARIES (39-MIN. 44-MAX) IVARIES 139'MIN. 44'MAX 5' N.T.S. of the contractor. The contractor shall make his own determination of ' construction quantities before submitting a bid . Any item of work I 3s' as' required by these plans which is not specifically listed in the estimate 34' 34' of quantities shall be considered as included in the other items of work . Is, IG' OPE 1.50'x• J.""ex I SLOPE 0 DESCRIPTION OF REVISION DATE CITY 15. City approval of plans does not relieve the contractor from responsibility S, 1Es VAR APPROVED for the correction of error and omission discovered during construction . NOTE . AS BUILT CHANGES ARE DIRECTED BY S/W vAa S/W Upon request the required plan revisions shall be promptly submitted to ROBERT N. VALENTINE R.C.E. 22466 0 0.42' AC ON L: CITY OF RANCHO CUCAMONGA the City Engineer for approval . �� 0.33' AB 0 16. Work site shall be in a neat, clean, hazard free, orderly state, throughout ARROW ROUTE BRIDGE WIDENING ARROW ROUTE U T E construction . site shall be cleaned upon request of the inspector . - TYPICAL CROSS SECTION TITLE SHEET N.T.S. THE CONTRACTOR SHALL POSSESS A CLASS A LICENSE AT THE BASIS OF BEARINGS: BENCHMARK: APPROVED BY: DATE:3 '�� TIME THIS CONTRACT IS AWARDED. N.89 43 50 W. FOR CENTERLINE TOP OF CURB ELEV. 1167.10 AT STA. 28+59.90 Underground Service Alert PRIVATE ENGINEERING NOTE CITY ENGINE RC.E N0. 24953 ARROW ROUTE PER TR. No. 11734 NORTH SIDE OF ARROW ROUTE. Call: TOLL FREE (NOT RE UIRED BY GOVERNING AGENCY) �M� % DESIGN RECOMMENDED CONSTRUCTION ACTOR AGREES THAT IH ACCORDANCE WITH � N �� ASF+ DAVIDSON INC. I p GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION No. � D.J.H. S S O C E S,, ,4 1 BOO CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE DRAWN 1. 3402.6 Bon %gtreet SHEET RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE !� / CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS 422 413 3 AND PROPERTY: THAT THIS REQUIREMENT SHALL BE MADE TO APPLY Riverside, CA 92502 CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND Cryi a ;,µ D. I.D. CONSTRUCTION AESAGREES TO MEINDEMNIFY (714)683-0209 FAX (T 1 686-5807 I OF DDDESIGN PROFESSIONAL FROM AND LIABILITY, REAL OR ALLEGED. IN CONNECTION WITH THE CHECKEDDRAWING NO. TWO WORKING DAYS BEFORE YOU DIG PERFORMANCE OF WOW LOON THIS PROD OF DESIGN PROFESSIONAL.LIABILITY DBILITY -R.1-E. 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N • i 3 M • 2 . :. : 111.11. e - - .. -..i ... -. ... 1111 .. ., .. ... .: : : < 111..1. ..j .� .. . ..- .. 1111 t < Q ACCESS HORiZ 1 20 HORIZ I 24 EY F i ; s . i : F- _]..-l._­ VERT. !' 2' VERT. I" 4 ROA1. _.z D t 4 . 5 . : . . to e I t e 1 50 I " : . , . , _ w _. ., 1111 . ,. ... ,. _ . .�, . .,:. �. . _ . a- :.� 1111.. k ACCESS ROADS 2800 } 29♦00 ® 30+00 31♦00 32+00 _ F- O CONSTRUCTION ' NOTES . PROFILE SCALE ~ o " v� �N xo 6 15 o c=•) cA » Q o > wwW o U o Q ® 0777- HORIZ. CONSTRUCT 8 CURB & GUTTER TYPE A2-8. I;: = 40; m o CL a z 'V -�M cr 0 19 G 19 V � � in �� w od 2 -- CONSTRUCT 5' WIDE SIDEWALK R.C. STD. 304. VERT. I 10 m w Z0C ErcnIt 3 U nw _ 3 15 n \ + a_ - O 11 3a-- CONSTRUCT DRIVE APPROACH & SIDEWALK R.C. 0 0 �W - i om _ c>nvvwa } � R ,=, Io� c� a3 �� w U STD. 305. _ Q4 --• REMOVE A.C. PAVEMENT/A1C. BERM. O Z 0 ~ w Z M m w W# 2 1 �P tK 0 ` �� o Xw N 55 NEW A.C. PAVEMENT PER TYPICAL SECTION. ti cr 6 o w f- Q m F- t F- (n U 4 � 18 �' °� 2 A 1`h >o X G - ADJUST M.H. FRAME TO GRADE. wo z o 213 Z w + L o a -m a } Q CL W p G) 1 1 1 4 ) co m W 7a-- ADJUST GAS VALVE COVER TO GRADE LOCATE FENC o z �} a. o ow- (L a N U �- a w 1 �` + -7 E0 EXISTING POWER ga-- REMOVE EXIST. GUARD RAIL � POSTS. d w= a_ U � wU 6 BEHIND ,� �- POLE M� 5 2 / 1 ` 5 WALK (TYPJ _ _ �-PC APPROACH SLABS PER BRIDGE PLANS. cn _j - _ � - R/W I x R/ u x 2 -- --- 1 - -� � I REMOVE EXIST. GRATE AND REPLACE WITH M.H. p� - - ,L w m u _ _ 6F, / I --�� 3 FRAME & COVER, ADJUST TO GRADE. _--___ __ _ _ __ _ ____ ___ - - -- - - - -1 I / oD l \-STA• -T4 c� Ill I 'T w 0;:7- - CONSTRUCT CATCH BASIN TYPE •I R.C. STD. 502. - -Jt - - 0 . _L m Y A. -RELOCATE POWER POLE (BY S.C.E.). - �- ; 13 1 3 -- 1 S - SBCF D R/W I 3 - J � U) 0 13/�-� RELOCATE WATER SERVICE METER (BY C.C.W.D.). 8 'a 9 - :•, 9fs g 8 6 w _ _ lr � I IRRIGATION CONTROL BOX PROTECT IN PLACE. - m f x 1 + 8 Y' %,% g' , � � I� w c+ x z 15 SAWCUT & TRIM TO A NEAT STRAIGHT LINE JOIN � _. w I6 _ - - - _ - r� o PAVEMENTS. __ W - _ -� _ ,)O _ w - . __� _ T � 4 >4 Q z vi 1�6 - CONSTRUCT CONCRETE PIPE COLLAR AND 13 LF. -•z - > 'C T 1 1 15 > N o 24" R.C.P. D2000 W/CONCRETE BACKFILL. Z 0� `er-c _ E IST. - , 4 5 A R R 0 W R 0 UT E (E�__ CONSTRUCT 16 LF 24" R.C.P. D2000 W/CONCRETE W I -- Io•nr �' � 2 ,� C.M.P. 1 65 , p,. BACKFILL. > 2a 6 5 5� „ • g•�p 6�'- 30 5� R\ ,�?,°�� 6 31 - I�-• RECONSTRUCT ACCESS ROAD PER DETAIL SHEET I Q (N.89'43'50"W) 15 4 - AND PROFILE HEREON. -- ----- e-ss - 7 MIDGE 19 CONSTRUCT 16' DOUBLE DRIVE GATE SBCFCD m _ - 1 1 CONST CT ION ' -- DWG. No. S.P. 222. W - - - - ( wto w q�_CONSTRUCT 6' HIGH CHAINLINK FENCE PER >[ _---T--�'�--- __=----4-0 - - 8 18 r _ --Q� 3 7 wv J8 - ® ZD � Q CALTRANS STD. FIO. 6 y,: .. FOUND I" I.P. W/R.C.E. 21062 a 11 3 8 9 E. 9'fO _ _ ,''''� I > ul } AS BU[LT - / 4s�..' �e� �� �3�937 PLASTIC PLUG FLUSH _ > 17 or �' BCFCD R/W�" ' . 9 1 �' L �_ FC Z CITY OF RANCHO CUCAMONGA - _� P• .� I > o O I I e I� I I I 0 91% bD 4r %I 2 _� 1 4 �j `� -E 2.1 i 2 1 . -- �'� R/W DESCRIPTION OF REVISION DATE CITY _! - � in APPROVED R/W \ N I a ,�- 6 x W > I x , cn - 4•�- - DoE 5 m , SIDEWALK NOTE: > I O - CA 1 3 1 , o �� 1 0 I z SIDEWALK TO BE LOCATED IN FIELD TO CITY OF RANCHO CUCAMONGA W 3 m J Ir m I o i m o W 7- W w a. \ ;_f _ T\E , ,1 , 19 w MATCH EXISTING SIDEWALK AND W F- o , I = v ww I -j �-�• } \ \ 0 1 ARROW ROUTE BRIDGE WIDENING m I �' I f oz a w I Er Q c6 Q Q 3 w,�\ 4 -�- \ Z 4 j BRIDGE. MINIMUM RADIUS 200 U � 3 2 w o z Z \ .- �j o MAXIMUM RADIUS 600. AVOID CO ( to Q z � � 19 5 % 1 0 � I °w°• ABRUPT CHANGES IN LONG I TUD I NAl PLAN AND PROFILE Ni o m It a W1. W 0 v � � o � o OR TRANSVERSE SLOPE AT JOIN E�CiST LNG CONDUITS o z > � i- N. z � 1 -- m - 0 N EXISTING. c� tt0 , _ WOW 03 G ; F- v m Cr U u is '- off\ m z ~ 1 a- vn +W go 0 0 LEGEND U- Nu3*. � •j� Q � mo °b � 1 a Nx �w .P7 NOTE: PAVEMENT REMOVAL m N a a. � 1 � v a % l6\,Ol }a � W "0 � � APPROVED BY. GATE �"• 9 3 CONTRACTOR SHALL PROTECT IN PLACE ALL ® cn w 3 Z 0- I o W z `� 15 0 3 0 _z; M� CITY EN RC.E p10. - UTILITIES CROSSING OR PARALLELING THE . � w I w + o � DESIGN =-� RECOMMENDED STORM DRAIN UNLESS OTHERWISE NOTED. rl NEW PAVEMENT o Q m W Z 1 a > , M cr ' _= =J.F. DAVIDSON o W + I.- o ti - w o n No.X4.';8 D.J.H. 1111 �F ASSOCIATES, INC. $ �' - 41 > m o + n - 3426 Tenth gt►eet M - 11 N - u_ o u V 69L DRAWN P.O. Box 493 SHEET ARROW U + p „ V I M ev 3 U C D.J.D. Riverside, CA 92502 P2 2 . N Er 3 co (714)683-0209 FAX:(714)686-5807 of CHECKED 35438 DRAWING NO. E. NO ATE G FILE N08911132 � � - --- - - ---- -- _- _ _ - _ - ----- _ _ _.. _ _ _ - _ - - - - -4 9� SFfEE T of z /5 \ A!;- ul *% - • . NOTE: 1. LOCATE HEAD 2" FROM WALKS, CURBS, HARDSCAPING, MOW STRIP, HEADER BOARD, AND ' EDGE OF LAWN. PROPOSED TREE LOCATION BUILDING/STRUCTURE ENCLOSURE 2. LOCATE STREAM SPRAY/BUBBLERS 6" FROM ALL STRUCTURES, AND SPRAY HEADS 12" FROM ALL SECURE TREE TO STAKE �- ELECTRIC METER STRllC•URES IN SMR UB AREAS BUT 6" FROM ALL STRUCTURES IN GROUND COVER AREAS. IN TWO OR THREE PLACES CALOR CODED MAP FOR VALVE ROUND CO NC. VALVE BOX j COVER 3. USE TEFLON TAPE ON ALL MALE THREADS. WITH PLASTIC, OR RUBBER LOCATION INSIDE (PER. SPEC'S.) MARKED "IRRIGATION GATE" TIES. DO NOT USE WIRE. ' WALL MOUNT CONTROLLER- N LAWN AREAS I 1 I MOUNT WITHIN ENCLOSURE. 1N PLANT BEGS L_`/J 110 VOLT WIRE IN RIGID STEEL FINISM GRADE 1/2" ABOVE FINISH GRADE POP-UP SHRUB MEAD LIQ �t CONDUIT (PER LOCAL CODE) ON-OFF SWITCH AND 110 VOLT FINISH GRADE EXTERIOR f SSS' 2 I i CONTRACTOR. Eli TO BE PROVIDED BY I I II I � LOCK NUT I III = Ilii - = 4 FGRADE8„ I COM-ON WIRE/CONTROL WIRES IN 3" �I�AWNING/BUILDING OVERHANG �- SCH. 80 PVC CONDUIT oo 2y INSTALL A OMUMROFE3" ABOVE \ FOOTING TITS. MINI.� Z � �•I.I i J,Illii o GRADE AND SLOPE TGP TO DRAIN HARDSCAPING NATIVE AT A MINIMUM CF ?_ BACKFILL _ HOLE TO BE 5so = - _ __ .-. 3 WITHFILL _ _ - _ - TWICE THE 6 r_ _ - =` __ OF 12 DIRECT Bl'RIAL WIRING 'f:, - WITH _ - DIAMETER - - -- - I) _ OF ROOT VALVES: BUNDLE AND TAPE EVERY BRASS GATE VALVE II WITH BRONZE HANOWMEEEL r LET DRAIN I1 7 BEFORE PLANTING - BALI (>' 15 FT. O.C. INSTALL WITHIN tLiIil = LINE TRENCH. SCH 80 PVC NIPPLE MARIEX 90 STREET ELL- 0 ll- (MINIMUM 4" TONG) - _ REFER TO DETAIL NO. - ° a B NOTES: i IIlII �,J-� �� Su �•e 3/4 WASHED CRUSHED SCH 80 PVL NIPPLE SCH 40 PVC TxT 90° ELL � `.. i PIAN VIEW o•1.�0 •...�+. e. u`• » 1. INSTALL CONTROLLER PER MFG. PRINTED INSTRUCTIONS AND PER LOCAL CODES e`• o°.o o°j AGGREGATE BASE (6" LONG) LOCATION TO BF APPROVED 1N FIELD BY THE LANDSCAPE ARCHITECT PRIOR TOCONSTRIICI'IU: '� .� O NOTE: LEGEND FINISH: 2 COATS BEIGE SEMI-GLOSS ENAMEL PER GREEN BOOK SPECS. III 1 COI-DION WIRE TO BE WHITE AND CONTROL EIRE TO BE RED 1N COLOR. 1. RUBBER TREE TIES. 3. NO S?LICES SHALL BE MADE BETWEEN CONTRCLLER AND REMOTE CONTROL VAL\'E. 2. 1 NK GUARD PINE STAKES - B LONG MINIMUM. 4. CONTROL WIRING SEQUENCE CORRESPONDS TO OPERATING SEQUENCE OF REN07E CONTROL SCH 40 PVC MALE ADAPTORS 1. MINIMUM CLEARANCE: 4'-0' FOR 5 GALLON TO 36" BOX TREES 3. TRUNK GUARD IN LAWN AREAS. PREVAILING WIND Q LARGER TREES PER LANDSCAPE ARCHITECT'S INSTRUCTIONS 4. UNDISTURBED SOIL/ OR LAWN. tl VALVES AND kUTGkATIC SPRINKLER CONTROL UNIT STATION CONNECTION SEQUENCE. S. TREELODGEPOLE TRUNK PINE STAKE. t2' OTA. CORRECT VALVE SEQUENCE. SEQUENCE SHOWN ON DETAIL-IS FOR REFERENCE ONLY - SEE IRRIGATION PLAN FOR NON-PRESSURE LATERAL LINE 6 FITTING Z. IN CASES WHERE TREES ARE 4'-0' OR LESS FROM ANY STRUCTURE, AWNING. OR 6. TREE TRUNK ORANGE) TO FARTHEST RCV - FOR FUTURE osE RUN ONE EXTRA WIRE (COLOR:: . MARLEX 90° STREET ELL HARDSCAPING, INSTALL TREE IN ACCORDANCE WITH LANDSCAPE ARCHITECT'S 7. GALV. NAIL SNOTE: INSTRUCTIONS. B.' BACKFILL PER SOILS REPORT 3. TREE SPACING SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT BEFORE ANY NOTE I. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. SCHEDULED INSTALLATION. 1. STAKES SHALL NOT PIERCE AOOTBALL AND SHALL EXTEND INTO UNDISTURBED SOIL. 2. SEE STANDARD PLANTING DETAIL FOR PLAITING INFORMATION. L TREE SPACING REQUIREMENTS DOUBLED STAKED TREE F PEDESTAL MOUNT CONTROLLER C GATE VALVE 3" OR SMALLER A POP-UP SHRUB/BUBBLER 2•x4•a1M R GUY WIRE WIN[ 512E LEGEND CONC. VALVE BOX& LOCKING COVER EMBOSSED"IRRIGATION # (STA NO.) 114 �� BOIL SIZE WIRE 512E ON LIC), RDWO STAKES (2) 41, 1 OVER •10 TO SPRINKLER ANGLE PIPE TO 18" WITH YiLLOU ---� STRUCTURE OR SDECIFIED DEPTH WITH 45' ELLS NOTE: RUBBER CAP`- SUPPLY ONE KEY I RARDSCAPENG DEADMAy DETAIL I. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT BALL WITH WATER PER 12 QCV'S INCLUDING HOSE SCH 40 PVC MALE ADAPTOR FROM HOSE. DO NOT CRACK ROOT BALL. SWIVELS. SCH 80 PVC UNION FINISH GRADE - INSTALL IN i ' FINISH GRADE PLANTER BED ONLY la" Maximum BRASS NIPPLE 2. PLACE TABS IN PLANT CONTAINER PRIOR TO PLANTING FOR OBSETYATION I PURPOSES. If WATERPROOF CONNECTOR! iii _ I . 1" IN LAWN AREAS dil3" IN PLANT BEDS ELECTRIC CONTROL VALVE STRAND GALV. WIRE GUYS SSPACED EQUALLY = - FINISH GRADE ARROUND TREE - COVER NEW RUBBER HOSE OVER WIRE AT WITH 3/8" DIA.0' WHITE z CLEAN BACKFILL - SEE SPECS. FOR _ STAINLESS STEEL �--} POINT OF CONTACT PVC TUBING _ Z MATERIAL, 90: COMPACTION REQUIRES BRASS NIPPLE SCREW CLAMP 6• DIA. PVC PERFORATED = iv BRASS 900 ELL MINIMUM (3) PLACES r.I I - PIG TAIL EXPANSION BRASS 90 STREET ELL I LOOP (MIN. 14" LONG) BACKFILL MITI PER TMC' PIPE -FILL WITH 1/2" Z o zl �. ilii == WASHED CRUSHED AGGREGATE o BRASS NIPPLE - 6" LONG 14 REBAR STAKE SPECIFICATIONS , ii BASE flat LENGTH OF PIPE (LOCATE 18' FROM TRUNK) t BRASS 900 STREET ELL 1 (24" LONG) I iv BRASS ANGLE GLOBE - RDWD DEADMAN I NON-PRESSURE INTERNI TINE N �so F VALVE W/UNION PER DETAIL � 1 ', F „ ! SNAKE PIPE IN TRENCH c E--= 1 FLOW FORM ORM DEPRESSED = i = \ BRASS NIPPLE THIS SHEET 3" BERM TO FORM DEPRESSED 3" BERM Ti WATERING BASIN WATERING BASIN ^ - e. _ OD i ° � � �•' U� 3/4" MASHED CRUSHED yD. 6 iIl = - I � i CONTROL WIRES - BUNDLE AND TAD! �-- __ 11' AGGREGATE lI -! Ij _I, III _ TO AT PRESSURE SUINSTALL ADJACENT SCH 80 PVC NIPPLE I, illi l i ill!Ic PLANT TABS PER I = __ _____�-CONTROL 6 COMMON WIRE PLA147 PIT TO BE (2) TIMES 29+43.03 SVC 30+49.03 EVC El. 11 G5. 64 El. 1/65. 64 100 VC +0.15 an PROFILE GRADE Ra+� 9� • = �' • / s+Q. A rrow RoL4+e , No Scale 48= 1 %4 " 90-0" BB EB /Loll $�O" 12L O" 12=0" 12-' O" 12'of, 12i O" 1ON 8i O" 1-O" i 24'-�~ Existetiain link 26-3 tCnGe +O be --t - remOvec� Concre+e eoerisr ---... Chan link Ro;1iPn_q Type 7 26 Pro�i•le Gro�de ' Exist. bas-r,tr6 `-'-9- ProPrle Grade -� r-- 3� I LC_losuPr* Pour r +0 be ennoved Closure Poor I Chonnel bottom 1 Approx. origjna19round Vc�riss �___ -_ - ��► es 1 te r,---------- -- AloncJ ri hf ecl o-Pdeck. --=1--=�--_� r--�__ 5 ll r---- --�---T --��---� � u u u L u u LJ LJ 3!`;" 3i r" Abu+. 1 Abu+. 2 PRECAST PRESTRESSED WEST EAST 0 CONCRETE GIRDERS - � Datum► El. 1180 I 30+00 Nt ELEVATION LEFT BRIDGE EXISTING BRIDGE RIGHT BRIDGE n WIDENING WIDENING - � 9 0 T o TYPICAL SECTION 1 yo Zz;a" �� UTILITIES 1 "-ro' Toe of'i';ll v 1 2�6Toe Q11 10 - 2 - 5" dia. Electric Conduits, Southern California Edigon . - INDEX TO BRIDGE PLANS w 11 N Top off'.A71 �7 - _ -7CTo p off'.Pi f f , SHEET NO. TILE O B - 1 GENERAL PLAN 29+59.73 t BB ' 3o +D7. tEe � 1 2 El. 11 �o5.62 , VV dsnirr� ,�,, � E1. 1165.61, V1/r dGr►inq ' SPECIFICATTQH:'i B - 2 • DECK CONTOURS 8t FOUNDATION PLAN B - 3 ABUTMENT DETAILS " STAIIDARD SPECIFICATIONS 01 THE STATE CIF CALIFORNIA B - 4 TYPICAL SECTION 10' 2' D a G k Drains) Tot 8 A DEPARMNT OF TRANSPORTATION, DATED JANUARY, 19H8. B - 5 GIRDER LAYOUT yP TyP.1 see 67- SPECIAL PROVISIONS FOR THE CONSTRUCTION OF THIS PROJECT' B - 6 APPROACH SLAB DETAILS 1 B -7 LOG OF TEST BORINGS STANDARD PLANS I& 19 -8 PRESTRESSED GIRDER - STANDARD PLANS OF TSB STATE Oir CALIFORNIA DBPARTti811T � IPPR �f OXZMATB QO NTTTIS.S M ` #dge o-Pdk © Li-ni �'a OT rar»OvG�I o�' exib�'. barr�'er r-uilin9a � � �,, TRANSFORTATIO DATED JANUARY, 1988 - !.► "0'" d >re _ -- L� .... _ 8 i d e w o s u e d o r a�'i 5 h i r� deck , BRIDGE REMOVAL (PORTION) . N JOINT SEAL (TYPE A. MR=1/2") 103. LF l 1 1 _ ;' ��1 k r n� 9 INDF% T ST ND�RD PLAl� RTI011) 1 LS 1 p 1 Skew = �3�03'90"-+� CHAIN LINK RAILING (TYPE 7) 170. LF 1 1 1 The following State of California Department of Transportation CONCRETE BARRIER (TYPE 26) N 29+G9. 90±8 8 1 1 Remove exi6+ deck 1 s0+18. 00 ± EB Standard Plans , dated January 1988 , are a part of these contract 170. LF REFINISH EXISTING BRIDGE DECK 541. SF Exisfir, Brid e , `I EXiBfin drawings. 9 9 ,- 1 drains and coverer 5 e,-id9s 1 k o 1 e s W/ c on c. T i 11 a r.1 A 62-B Excavation and Backfill Bridge Surcharge Ind hall FINAL IliAi. PAY OilA1QT TT TgS Arrow Rou+e N89'48'S0•W 1 1 A 62-C Excavation and Backfill Bridge 1 B 0- 1 Bridge Details STRUCTURE EXCAVATION (BRIDGE) 18. CT 1 30+00 B 0- 3 Bridge Details _ STRUCTURE EXCAVATION (RETAINING WALL) 90. CT 1 � 1 i B O- 5 Bridge Details STRUCTURE BACKFILL (BRIDGE) 16. CZ 1 29+93.03 E Arrow Rte = ` B 3- 1 Retaining Walls Type 1 H=4 '-30- STRUCTURE BACKFILL (RETAINING HALL) 65. CY PERVIOUS BACKFILL MATERIAL 9. CT 1 1 B 3- 8 Retaining Nall Details No. 1 STRUCTURAL CONCRETE, (BRIDGE) 133. CY 1 Infer wi�'h � Channell B 6- 1 T-Beam Details STRUCTURAL (RETAINING WALL) 30. C7 1 1 " 1 1 B 6-21 Joint Seals STRUCTURAL CONCRETE � 1 S k e w = f J 03 80 � 1 B 7- 5 Deck Drains (APPROACH SLAB) 20. C7 1 MINOR CONCRETE (CURES AND GUTTER) 5. t Edge of deck 1 1 B11-52 Chain Link Railing Type T DRILL AND GROUT DOWELS e�eCY 303. LF i 0+1 6-'d. a �, r�.�____T--A 811-54 Concrete Barrier Type 26 (BRIDGE) 41,890. LB BAR REINFORCING STEEL _.;A N 8- A Curbs, Dikes and Driveways BAR REINFORCING STEEL (RETAINING NALL) 3,000. LB MISCELLANEOUS METAL (BRIDGE) 460. LB Z - _ PLAN SYMBOLS PCC Approach Slob PCC Approoeh Slob AS BUILT DESCRIPTION OF REVISION DATE CITY PrROVEO A SECTION IDENTIFICATION CITY OF RANCHO CUCAMONGA CITY OF RANCHO CUCAMONGA Q 2 zg +80. o�tee �' �0+ 28.1-71 E a B6-I F-- CALTRANS STANDARD PLAN SHEET NO. ( JANUARY, 1988) E1. 1166.61, Widening ' El. 1165. x2, vVider►inq �-I <-- DETAIL NUMBER✓ ARROW ROUTE BRIDGE WIDENING To 7-- To O.P0, 1 1 _ �pFEss�p THE coHTRACTOR sL vER IFY at.L GENERAL PLAN CONTROLLING FIELD DIMENSIONS ' 11 BEFORE ORDERING OR FABRICATING�O RK ASyE' � , 1 �� _ _ _ 4 � � � N - 1 � •• ANY MATERIAL. APPROVED BY: DATE: NOTES : CITY ENGINEER622aemL4& RC.E NO-91420- ft. 0. 24953h0. C �42" IA 'V11 \ Pain+ "13 rrdee N o. 54 C -517 "AN1EL � �' � DESIGN RECOMMENDED- � Exp. 930-91 � Toe o f'f'i I I / �To e o f'�'►11 „ u+ ,� sMo vLo towN AYE.EU'fE M>►>E t/w oeoo.C�11 1111111119• wt�-»I>aa ld2d �y1,8 3-+d Q CIVI ��► Po►,n+ Arrow Ro a f3rid9e W1den� n9 Oe No. - 1 DRAWN SHEET PLAN ENGINEF-R OF, WORK: oQ. e- I � 8-7 1&0434299 q-30-91 CHECKED DRAWING NO.C 3-26-C1 I RCE EXP. DATE - DATE FILE NO , 3 1- IM = o + + 6 0 � 6 c N 1160.46 1157.96 , N - 115?.96 !160.46 r OZ Ed9s a deak,widsr,inq C= ti `� I "'.CAUTION!' 1165.5 Y r1165.5 �1 r HIGH VOLTAGE R.W. L.O.L- _ _ b _ 1l I _ R.W L.O.L. OVERHEAD ELECTRIC, N 89043'50" W 1 + N 89043'50"W - 1166 1 1 � 1 1 1 11 cp y � 1 1 1166 11 1 1 11 O 1 a 1 1 1ct c9 +1 J 1 �1- � 0 1 1166L5 //64 4 1`-` 111 I66tP2 n-t- W + `' 1 1 11+ 1 N p � 1 �+ + 1 � Exist. Telephone Line --- -- - ---- ----- --- ------ -- 1 --- o _4T r- --- 0 Edys o-' dock, sxi•+im3 11 11 1 D 1 ,1+ 1 //66.48 /166.56 N 11 1 1 1 OD 0 1 1 1 1 1 + + 29 70.2Ot �0 6) 1 1. 1 30+ I -7 .-70t Ar co A r►-o w Rts . � Arrow Rou+e BO+oo N 89043'50"W /166.68 +1 + `�� 1 1/66.48 30+00 1 1 /166.72 /166.78 j 1 1 til 1 1 11111 1 11 +111 1 `ExiS+. Sewer Line 1 1 " c9 1 -- (;ATE ;AL_'/ E 17 - LEFT BRIDGE WIDENING _ 1 1 1 1 _ 1 1 1 1� 1 �Exi S+. Wa+er Main Line LrNJ \, W �� , , 1 1 , , + A U f 1166.36 1`/166..27 1 1 1 . -�"�1 1166.40 + 1 \ 1 N 1 1 1 1 1 1 G' CP Arrow R+a. t � /90*oo � C� � R.W. L.O.L. _ 1 R•W. L.O.L. + + N83043'50"W 1 '+ 1 N 8904315011W Ed s off' dtek, 29 21 s�tiafin \ I / 1166.5 IIG0.45 1158.12 1154.95 1154.95 / 1158.12 1160.45 , O \xls+. Gas Main Line NOTES: 1. 1 8. 12 - lndicotes R.W. bottom off'-Foo+in h \ 9 elev. 2. 1/6648 - Indicates spo+ surface elev. 1166 FOUNDATION PLAN 3. For- limits o- excovotion & bock-Fill , see A62-B A62-c I ' = 10 1166 4. Utility IocationS ore approximo+e . i 'i TWO DAYS BEFORE YOU DIG GENE AL ROTES CALL USA TOLL FREE 1165.5 x x ti ATE 1165.5 LOAD FACTOR DES I0 Ed9sf'd osCA(, wideninq THE CONTRACTOR SHALL VERIFY ALL 800-4n2-4133 Q) ✓ n1 BEFORECONTROLLING FIELD D ORDERINGORFABRSLCATING DESIGN: BRIDGE DESIGN SPECIFICATIONS (1983 ASSHTO J 0with interims and CALTRANS Supplements) . - ANY MATERIAL. 6 DEAD LOAD: Includes 35 psf for future wearing surface. + + LIVE LOADING: HS20-44 and Permit Design Load DESCRIPTION OF REVISION DATE ciTr N - REINFORCED CONCRETE: f'c = 3,250 psi fp = 60, 000 psi CITY OF RANCHO CUCAMONGA n = 9 RIGHT BRIDGE WIDENING TRANSVERSE DECK SLABS: fc = 1,200 psi NOTES I. Cori+our ir,+si-vat 0.10 P+, (Working Stress Design) fs = 20,000 psi 2. con+ours do Ma+ r'nC/ude Camber, n = 10 ARROW ROUTE BRIDGE WIDENING eve', -'o o+ con+our. SPREAD FOOTINGS SOIL BEARING PRESSQRT Allowable Desisn DECK CONTOURS & FOUNDATION PLAN FES&O AM. 1 A 2 2. 50T/SF 2.10 T/SF APPROVED BY: DATE: K Asy� � DECK CONTOURS • AS BUILT CITY ENGINEER RCE. NO. 24953 �., No. C 34299 � I ' I DESIGN RECOMMENDED °L Exp. -�o-9r '" - &fts e4 AM .tF _- ��t�3�_ MCDAWL ENCINEERiNG COMPANY, MAIC. - P - _ 3-k -qt CITY OF RANCHO C U C A M 0 N G A sMo Opo To�IM AVE.�WM&W oEoa CA a1,o - ats�«�,no ` DRAWN SHEET elf CI Of C ��� ► ENGINEER OF XORK: Q- B-2 OF B-T AI. C34299 q - 3O-gl 3-26-9i CHECKED DRAWING NO. �.'`. R.C.E. NO RCE EXP. DATE DATE PILE NO ! T' t ' SNEET 7 ,op' 13 NOTE: ¢ Abu+ 1. REMOVE PART OF EXISTING WALL AS SHOWN. NOT 15 3N07E 3 2. PRESERVE EXISTING WALL VERTICAL REINFORCEMENT. 3. REMOVE EXISTING CHAIN LINK FENCE. 4. END DIAPHRAGM WITHIN LIMITS OF CLOSURE POOR IS TO BE POURED AT THE SAME TIME AS THE BRIDGE I 2 X z� - _ CLOSURE POUR. Fr NOTE 14 ^ '' ss�=' - i� y1 .> �j _ __ N O T E ' i & 2 5. CONTRACTOR SHALL VER IFT ALL CONTROLLING FIELD aDIMENSIONS BEFORE ORDERING OR FABRICATING ANY Ui MATERIAL. 10 r6. DETAILS SHOWN SIMILAR FOR EAST ABUTMENT. - w4 //010'�_ ,� ry �C A M II A i . �-_z -tom___--it,--��---mss===_�- ===xz � " z •>L t.YP• w 4 F ' 05 Con+ 2'-0" 4L .� l� • �s r., Oo 0`�, I s� �s 5 - -�- ��\ h0)• SECTION E-E \• �� 1 q� x.J �2„ = I , Top o-' deck 26�- 11 3/e” !(�V Z4'-7 End D i o peoe, rn I I � (upsfreom) --- ------- I I I Level = �---- -----------------_-----------------�- ----- ------------ ----- -- -- ----------- ---- -- ----�----- ----------}----------------� ��_ --- — -..— Bottom o'� Cr►d dica,lora m I------- --- --- --- - - - --- ---- ---------t-- -- - ---- ---- - - - ------- - -- ------------- -- ------ -- - - - - ---- ---- --- -------------� Level SOUTH NORTH r8o-3 EXISTING TRANSITION WALL EXISTING ABUTMENT WALL EXISTING TRANSITION WALL �-4 Join+ 04�, rer lova/ ELEVATION ® — rndtco-+es l;mi+� off' ConCre+� rer►,evol . 3/�� = l 0 — Indiec►+CS new Sfruc♦ure a+ e� bu'rmen+• lop- Exist'. Abu+• 1Noll Exie+ Tra►-►ai+ion Wall Exi s+ir,q 7r-a ns,•+;Orr Wall Foo+irl 8 8 Ex ►8+ir19 rrawlsit o✓>' Wall Foofiin9 ELEVATION DSD Exi8'l•in3 Abu+men'f Foofin9 - -- -- ---- Rota;r,in9 Wall TypeL –T %2 l l for C10+0 As see "Typical ----------- -- - - - -- --- - - - -- - - -- - - - - -- ----- --� Sec+;Onghee+. 1 i C I C E -� \ - ----- - -- - - - - --- -- ---- --- - ------ -- -- -- I ` I 10,x• 9 " Wsaf Abut = Ext�s+. Abut. 1----- --_- - ----- - -- -- - - -- --- -- r T _ -T- ------�-r- --,--r --- rt-r--- - -- r--- --r _-- ----- ---- - - N/20 4120" W F �' 11 Abuf 1 -- - - -- - - — 1 I 26'- 11%, fj � See Plan View 24'-•75/8' 1 / 2� ---------- --- -- -- - - - -------- -- ---- Q. De+oil "A" ------- -- --- ---- -- - ---------1 / 1 — --D ---��— $ C L------- - ---- -- -- - oor - - -- - - - - - ---- ---- ---- ---� O Front T�+G► 1 `t Ce Ot wGl/ A B A •5 •5 co►-,+, PLAN f, Abu+ PLAN VIEW . 6'-° " 1-I k2" 34" -7 DE TA IL 'A '� ---- 5 Zolr— e 6 Ploce paroll el +o „ r 88 or E8 9irdees � space "Or-mal +o �Vurt LZ s l i { 2 - R6 con+. Rer►-►ove par+ of Abu+ Abut Qi Caird�r indene, 6� " exp s+ wall . I . PCC /4pproach Slab , See B r2 r "Approach Slab Detoi la " Type A join+ seol, MR ghee+. -Z 4 S/ ' 4-O R " ,ry" I �4 To+ 3 7 tR 12 -'non+ -poCa ar i • " r 2"CI• ( GXlfl+;n wall 1 1 $C� wCu♦ 1" �/2 x9 exp.`j+ Filler 7 � M 4 Fillet, Typ• - 5" I �1/�" typ. t/2" Exp. Jo,�n+ FiIIGr '�2" prorno/ded exp. I 2 "x 4 a l �5 2 '�4 _ i ExiB+inq TrAr�sr+tCn � 2" 3 -f5 con+. r: " I1, Or OOro 9 /v. shoe+ me+al over 9"1 6" •4 +ot T cl wQll JOir►t ma+eriC►l, typ. !/q."x8"neoprene 94-rip. COQ+ +Op 3 � yP e O Q w/ 9reaae. = m 4 ; e r ( 4 e6• " ,U, CONCRETE REMOVAL DETAIL n * �'5 cont. iN n Q y2 premolded exp. 0 -Z �?x' r--7 r. Jf ma+eriQl. ►Jo Scale Cir. 'E r"1 ' err = 3_,,5 +L o" t -''6 con+. ween d +y O -�j2=6"+yp. fLLLL 8irde -"5 GOn+. I �,r� 5 COn 6 3_ •4 x r�_ 10 DESCRIPTION OF REVISION DATE CITY r s l Tot 9 ca. key _ PPROVED �4 �O"+• CITY OF RANCHO CUCAMONGA �4 a 12,� 5- *4 Cori+- I � k5 betwe" 9irc�er•5 oil #4 6 12 " '� } provide, 1 w 1 eve t pad for /'-�.Z"� l l%2 re I � I - �t 5 Con See Note 2 f 1 '5_f— see I '4--�—, See r.-dere f•�'ptc41 �' Varies Varies Exist Trc�nsi+ion I "Sec+ion�E-E I "Seefton E-E _ END DIAPHRAGM DETAIL I i ELEVATION C C O ARROW ROUTE BRIDGE WIDENING w // I 1 , 2„ BETWEEN GIRDERS--- / =I AS BUILT 3/4"s I" ABUTMENT DETAILS oQ�pFESS/0 • lid • ,A. eF eft 137 CITY OF RANCHO CUCAMONGA APPROVED 8Y: OIATE:K Asy� e, CITY ENGINEE RC.E NO. 24953 W No C 34299 RECOMMENDED DESIGN Exp. q-350-91 � _ SECTION Q- McDA1�IfEL nvG COMPANY, W. I-Ino �a � SECTION A A / B 8 SD OLD 100 AVE'MIT IT EO'M 4M DEOO'QA 02110- ~tt) li-"20 DRAWN SHEET C1� �0���' y I y : l ENGINEER OF WORK: .Gp B-3 of B-7 z Of CA1.� _ C34299 -9-30-91 3-26-91 CHECKED LRAWING�/ ANO. RCE EXP. DATE DATE FILE NO I44O " - 5!IEET8 ' OF 13A!; s Arrow R ou-f-e 9a'-o" O' 3 G i O" 3 ry= O" g'-O" 1'-O" Z'-9�3 II L;mi♦S 0 1 ✓e4ini a A i n eX ,S+. Chinn Link Roilin Type 7 ®11-3 9 11 r8ll-52�- Cham Link Roil;ro r,,.& 7 9 ii Exis+in cont. bearriere de roilin 3— �� +o bs moved. FOr 1,".�-►i�-S 9 bride. a deck. - 4 9 Pro�'ile Grade Pro 'iIo Grade Concrs+s eorrisr ►�-� ,-I a Tem Oror Roil rn r I ' I o-Frerndval sea Gemeecal A/an" Sheet P y �-F;c Tj,pe Y6 ph1 I j (Type K), See �"r0l 1 vi h� T pe 26 r vear,'•e t` i ------ � ,.. ] ----------------Cbnfrol-Plan " sheet _ -J i r Vatria's r` y i e/4" dripgroove --- , (,------�1 (r-----.1 '.- ------. (�--- -- .-------� - 14 drip groove 4" Fillet � 0- 2% I I I I I I I I i I I 4Q I Typ• I� ' ; L�1 �--d �--� L-'` L-� �_! L_J (Typ � T'yp. s - r , Optional 87-5 v Cor, e-f, Join♦ t` rin, o C Ty p.) o -3 Deck Do for ioca•Fione see . 73/8' p "General Pion" sheet. 7� Closure Pour Closure Pour Spaces �/4N C�+a►�-, �er (Typ.� ri -O 4 -� 4'-O" 2 Equal 6p0cea a 6'-0" s r6'-0" 2 Equal Spaces a e'-o" = " " EXISTING BRIDGE LEFT BRIDGE RIGHT BRIDGE WIDENING TYPICAL SECTION WIDENING k4"i !' s5 Selo" O- 5-r0 Barrier Dowels earrier Dowels 4-"4 cont. 4-"5 con+• - 5- *5 cont. Ty p. 2"GI Per boll . ei -------------- I" cl. Z - •4 corn+• par ;rder I 7- s4 cont• 3-•4 cont ♦per b ♦- 5 c 70"+71 4 l86- *,5 Cor► I I I 5''S con+, ptiOrta/ Fille f (ty ) I I P er boy I f L _ : 00 Drill 0 Grou+ OOWO/S See "Girder Rein•porceemee7r *5 X 2' 9" Q l2". Precost Pre stye ssed on "Gi"rder Layout " ghee+• In+err"0C0;0+e C.I.P. Grout in /"0 x9" drill ad ho/ea , Concrete Girder-S Contra+e D;0phr0'q"' Ma+ch elcob re,n LEFT BRIDGE see section e-0 i/ RIGHT BRIDGE Prestressed Girder sheet PART TYPICAL SECTION eo-5 e6-1 NOTES Re,n'oorcernen+s Shown 61•m;lar on r,'9h+ brid96 ) CxcClo+ as noted NOTE: THE CONTRAC SHALL VERIFY ALL Abu+ 1 Abu+ 2 CONTROLLING F I ELD D I MENS I ONS BEFORE ORDE ING OR FABRICATING ANY MATERIAL. FALSEWORK RELEASE FALSEWORK SHALL BE RELEASED AS SOON AS PERMITTED BY THE Re+ Wall LOL J rPe+ Wall LOL SPECIFICATIONS. CLOSURE POU SHALL NOT BE PLACED SOONER N 8943'50"w N 89043 '50"VV THAN 60 DAYS AFTER THE FALSE- BB EB Top of Wo l I (T. W) Top 01F W Qll (TW.)) WORK HAS BEEN RELEASED. Let'+ Widsnin Lef'-F Wideml' F,'nished Grade E1. 11 re5.62`E/eV. I El. I165.63' • T. W. along R.W. L.O.L. i I 83-8 Foo+;n9 T.W. Elev. Top 01C f'dOfrn9 � �� Step EI. 1160.46 17I i 6.F. Elev. ( typ.) � E1. 1160.45� � 80-1 yya,+ere+op O -- BF Elev. (typ) 1 _4 Bo++om of footing (B.F) 3-8 + - � i - i E1. . ' 89-1 �� � Foo+rnq S elo 96 - I I 1157Retar'nin9 Wall Type :tN �J ,� El. I158.1 Z'IoA t L= 6' Ls9' Len � I Exist. TreanBi♦io►� ' H =4' Des,9n 1-!- El. 1154.95 ' I WOW N 6 I ' I BOffOm o-P f'oo+in9 (B.F.) ELEVATION B - 8 DESCRIPTION OF REVISION DATE CITY PPROWD 83_1 Len th L : L = 9' L= 6' L- 6' AS BUILT CITY OF RANCHO CUCAMONGA 1­4De3S,9n H : H - 4' H = 6' H &101 j AA."110-,- C W37 Rs+aWull T e 1 9 yP ELEVATION A—A -C]TY OF RANCHO CUCAMONGA 4 ARROW . ROUTE BRIDGE WIDENING Ret Wall LOLL-7 -Ret Wall LOL N 8943'50'vv N 89.43'50"w TYPICAL SECTION Ee APPROVED BY: DATE: K AE`.j A R,9ht W;den,n� A R/9 h+ Widern�'n CITY ENGINEER P.C.E. N0. 4� 953 DESIGN RECOMMENDED i 21 z l 8 3 -i 83-8 MCDAWL ENGINEERING COMPANY, MIC. 89 No. C 34199 PLAN RETAINING WALL, D ETA I L S _ o WN AM N=W M 4M CE ,C 92110 „�.�-„� '�''� 3 -" 9 ' q-30-91SM � Exp. � 1"=/O' DRAWN SHEET J�'- C� ��� NOTES : 1.Abu+ 1 re +oinin wall de+o is Showrn Abu+ 2 ' 9 ENGINEER OF WORK: �c��� a-4 of a-7 FOf CA1,�E0 retaining weal ! Simi lar . �/ rAG2-�N _/ CHECKED DRAWING N0. 2. For i,'rni+8 ofexeeavea+iorn t` beaekll, see — (� G34299 q-30-91 3-26-91 R.C.E. No A RCE EXP. DATE DATE FILE NO /��O SNEET of / 3 I Improvement Channels Intermcd;0te Diophro mA +. BB or E6 Abu #-. 80-5 5-10 Exi3+. bridge GirderQ L -T Edcje o-><' deck 1 U 1111' ! I I I I Exiaf. Trate-1 ion We // removal �� � 1 1 " Exist. Sfruc•Fure I I ' I ( ' �', I �Channe! bo++orri I I i i and r-ep/acemsrnf. IL • -� � �/� Closure Pour- (L ourQ dCONCRETE TYPE LIMITS — s+rue+ural Cor+Gre♦s, 9rid9a _ WIL No Scale ® — S+ruc+ural Gor+cre+s, Re+01*Vlinq Woll ,1 \\1A m m 1 Cc+•-r,ber Line For earthwork Iimi+S no+ Showri see�lA62 A62- `% �� ( LEFT BRIDGE WIDENING) � '� E "''°+. Edge off' deck � r - � I 1 ----- --- ----- - -------------- --� +�, ,�, 0 n pro Irl, le Grade i Exis+i 019 erid9a to M IL 11�---- ------------ 1�1 ------------- 1 �1 LC Girder- - 0 r---------------- --- -- -------- It a C E Arrow Rou+s 11 ,1% 30+00 DETAIL 8 f LAIV VIEW 3 a ///( +: L --------- - - ----„-------------- --1 �I k mail V) Z - ------------ -- � �--- -- - ----- -----1 MOTES 16 1 THE CONTRACTOR "LL VERIFY ALL 3 CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING CAMBER DIAGRAM ANY MATERIAL. 1 Erie+. Ed9eoit' clock No Scale �N m ( rSee plan Wew r-E l.-.�provamen + ( Does no+ include allowance iPor -Palrgework +akeup or set+le►r,en+ if cttnJl De-f-oil N9Chcanr►el �� – •r!I x40LD"� b - bora , tot 2 bur►d/ed w/ C - bare . c or,t. I c - bare � Span O +ot 2 bundled w/ .�. – 0 • ,t U b - bar3 , 2 9roupS � o•f' three • o Hook bundled Oil con♦ = --1 - bare in+o the abut. � d i alp l�ra9 m , +ylo. 22 a 1a 22 Edge o-�' deck 22 18 18 Girder • 1 22 f 80-%6 W 5-10 ( RIGHT BRIDGE WIDENING) *!/ x *d-O", a - /0 0,-S A tot 2 ry GIRDER REINFORCEMENT x — Indicate8 bur�d/ed bO1r� . GIRDER LAYOUT` No scoie dica+ea dia+ance - Peonn Span fo bar cu-f-o>�'�' in �'eef• or-I'll Grout Dowcle "'6 x 2'-9 I' +o+ 5. G r-o cA+ i n Abuf. / E Abut. 2 I" 0 X 9" dri l led holes . Deck - a - bora 00 I D ri I1 Grocu+ Dowel-S *5 X ?—9” s l �Z "clr m -toy- 5. G rOu+ in !o-1 00 X 5" drill ecd _ b - bar3 p_I holes . _ '5 cont, 9" 3" �dL _ – c - bars � IL o •5 IBJ orU ►4 • 6" 9e V Oe as Q l2" S s s " 9 e 7 ' I4t° 6" • — Indica+e6 drill g' rout bans LL% U DESCRIPTION OF REVISION DATE APrITR0VE0 9 S+irrup Spacin am 9 SECTION B — B 3/,e� CITY OF RANCHO CUCAMONGA LONGITUDINAL SECTION 314„= l . AS BUILT No scQle Note : For other details not shown , see PA,!E C30-47 "End Dlophragm Defoil ” on "Abutment CITY OF RANCHO CUCAMONGA ARROW ROUTE BRIDGE WIDENING D etas l s sheet. SECTION A -A GIRDER : LAYOUT Q� if E KA ! A APPROVED BY: DATE: Q CITY ENGINEER E RC. NO. 24953 No. `r 34299 MCDAIVIEL. ENGINEERING COMPANY, MDESIGN - ' RECOMMENDED 3 D� -1 t q-30-q1 Exp. • € @W OLD TOrIIN AV14 SUITE WM OAK P 5111.G 02110 • ht"n-"n DRAWN SHEET CIVI 0��� ENGINEER.OF W19RK: 0.G ;2Q& B-B of B-T Of C • C34299 9-30-gl 3- ZG-91 CHECKED DRAWING N0. R.C.E.No 1'�4a RCE EXP. DATE G DATE FILE NO U-1 SmEer 0 OF /3 End of R •+a ����9 wQ l I Approach Slob See "Tie Details" Parallel to face of paving Seo/ed point Sealed joint notch for skews up to 10' Povemen t See Note 1 See "re Details" See Note 1 B Approach Slob "bbars - - Ic t = O N N For pavement I o burs Building I '2 + "a" bors f I BB or EB v" bars over 36 wide, I I paper 1 1 see Structure Approach — End A i Bridge deck p Stagger Detail. ' r-1 I i 1111 A 9" PAVING NOTCH 12" PAVING NOTCH I " I 3/4 gal v. rod O 24, with nut and threoded ends. Rod ABUTMENT TIE DETAILS encased in 1"0 x 2'-4" PVC conduit. 3/4., See Note 1. Retoining wall Polystyrene oround /101—o', + p " anchor assembly. 10'-0" f PLAN -o a -0 8 clear, other depths must End shoulder slob NORMAL SKEW r h n in r. here when adjacent 1 = lot be approved by E g ee to continuous retaining wall. Curb Linc 2"clr 1 "clr. COnCrG+G eGIrrIG Type 26A Seoled,Jo,'r?+ 2" - ---- - - r��i Edge of Pavement See No+e s Type A2-8 Garb 40 Gu++er Ret Wall LOL Co,-,+act Jt. Coo+ W(+h bond 1 L brec+kGrI I s • 3/4 0 x 8" bolt I I 2 CIr• I : t I I End of Approach Slab i N ni 3/4" steel i �v I I � coupling nut I 1 L 10'-D"+ � 2 O V) _ e} L7 'I a SECTION B-B 10`-0,V 4 bar TIE DETAIL Eoge of Po vem en t 2 1 2 op 3/4rl STRUCTURE APPROACH - END STAGGER DETAIL ' Gurb Sealed J0,-,J+ 4D t G 4A++ , No Scale BAR CHAIR DETAIL Be.rildir�q Paper 1-1 /2" = 1'—Ow Pay limits for Structural Concrete AS BUILT Approach Slab #606 Tronsverse c�onf act •���4.• �FFIo e� Cll69s-� 16O 6, "a" bars ,/4 O 18 15 parallel to paving notch ol,nt. See Note 3. CITY OF RANCHO CUCAMONGA 4 O 12, "b" bars NOTES See Note I._ cr) — — — — — See Road Plans 1. For details not noted or shown, see "Abutment" details on ° SECTION C —C Project Plans. Adjust bar reinforcement to clear a sowcut Exp. Polya+y rere _ _ _ _ _ _ — _ t =� _. -O for sealed joint, when required. DESCRIPTION OF REVISION DATE APP'ROVEO C� N3/4 = I -O " L. 4 bor chair O 3'-0"+ 2. Approach Slabs to skewed structures ,shall be staggered at CITY OF RANCHO CUCAMONGA �4 �► 3 Fxponsion faint filler - - I!f lane lines. Staggered lines may be 24 or 36 apart for skews — — — — --- transversely and 4'-6 '± - of 45' or less and at eoch lone line for skews greoter than `- longitudinally. Abutm -nt dioph. 2'-0 45 6• A99re90+C Subboae 3. This sheet is foken -Prom 4 Sfor,dcard plan. ARROW ROUTE BRIDGE WIDENING SECTION A — A Construc-t +O Sint +his PrOJECf'. - Qa�FE�� APPROACH SLAB DETAILS 4 , Longitudinal construction joints shall be permitted as approved by the �� RK ASy��E� 3/4 = 11-0" Engineer. APPROVED BY: - DATE: — �' Z CITY ENGINEER RC.F N0.24953 1• C 342" DESIGN a. dw Exp. 9_30_gl MCDANIEL ENGINEERING COMPANY, INC. T A sIJ�TE 40 ALAN DE00 CA X211 •1 RECOMMENDED TEND NOTE: 38W OLD OWN VF— 7S, 0 ( s)ef?-11M -4 -L ' l IV THE CONTRACTOR SHALL VERIFY ALL DRAWN SHEET CONTROLLING FIELD DIMENSIONS ENGINEER OF WORK: O.C�►Q. ►��� B -6 OF B -7 BEFORE ORDERING OR FABRICATING ANY MATERIAL. , ��34299 q-30-91 -26-9 t Gc�KED R.0 E. No DRAWING No. RCE EXP. DATE DATE FILE NO 1440 sNEe'r of 13 i IA 807' - . NOTE : BORING NOS. I B AND 2B WERE LOGGED BY. N6 TE- r_ REPRESENTATIVES OF ASSOCIATED SOILS -1 ENGINEERING INC. ON MAY 30, 1989 FOR THEIR - n REPORT OF JUNE 16, 1989 ; PROJECT NUMBER B-2 H.M. Bross monument U S.C.E., /978 A89-4246. BORING NOS. B-2 AND B-I WERE C of IF of Arrow Route and F_ of UNDERSTOOD TO HAVE BEEN PREPARED BY 0) Cucamonga Creek Channel. REPRESENTATIVES OF MOORE t TABER IN I" = 20' Elevation // 97 No roundwaterencoun encountered. j Z ASSOCIATED SOILS ENGINEERING il` y n J�r �.BQx 20055§,­ "10 AI R to yr'AY� LONG AOCH, 0ALIFpRNI,Kt ` 4 5 PHOI�(F' ?1j 4'§-j, Ft ARROW ROUTE Z = 806 B- tasv. 4L '� Z f f7r cr�r��oa�►`� � - OA colt 7 PLAN 2B 1:44' RT. STA. 806+94 2:52' LT. STA. 805+53 - IA:42" RT. STA. 807+00 46' RT. STA. 806+88 62' LT. STA. 805+82 2A 72"Rt Sta. 805f 79.53 2A:44' LT. STA. 805+47 ra _ -- 19'0 St 806*87. 53 I/70 a i 18 2B B,2 E/. 1165.4 EL. 1163.7 i EL. 1164.0 " EL. 1163.1 " El. //64.2 1 51. ,.• 51" Y .,� 5 2 A.C. PAVEMENT 3 A.C. PAVEMENT SP Dense, brown, fine to coarse GRAVELLY EL 116 I.0 1 •� s PAVEMENT (SP) COARSE SAND-GRAY BROWN :::; ( -GP) Dense,brown, fine to coarse SAND and d (SP) SAND-GRAY o - (SP) COARSE SAND-GRAY BROWN, W ITH GRAVEL & SAND with cobbles and boulders-Fill. //60 2 A.C. PAVEMENT ? - - -�" WITH GRAVEL & COBBLES-M01 ST GRAVEL with cobbles and boulders. - MOWN-- BROWN ,_. BROWN WITH GRAVEL & °. (GP-SPIGRAVEL-GREY2" DIA. SIZES, WITHIN SA(�D, O - I „ ., °': 1 I.a so :;: (SP)Dense, brown fine to coarse SAND with - COBBLES-MOIST FINE GRAVEL MATRIX-MOIST 0-.0 (GP) GRAVEL- BROWN, PEA SIZED, WITH SOME /2 TO I ,Q fl, gravel WITH GRAVEL & COBBLES-MOIST ° (GP-SP) GRAVEL-GRAY, TO I" DIA. SIZES, WI 6Q: I ZES-MOIST SM Compact,brown,mottled, reddish brown and 4- 19-89 -0:. �O 1 1.4 �o a o IN SAND, FINE GRAVEL MATRIX-MOIST o:� -. 2 1.4 2s block,fine to coarse SILTY SAND. with (SP) Dense,brown, to coarse SAND with I _ (SP) MEDIUM TO COARSE SAND-BROWNISH YELLOW f scattered grave% - cobb/es. ° scattered gravel. //50 4- 19-89 3 °o (GP) MEpIUM JeS.CWOARSF GRAVES W I H F I N AV L, SO /2" 0 I" DIA. S I - 3 I., 33 (ML) Compact brown SAND Y SILT. 2 2.s c GRAY, /2' TO I" D I A. S I ITH COBBLES- MOIST *, ' . (SM) Compact, brown, fine SILTY SAND. • ;.� (SP) Very dense,brown,cemented,fine to coarse _I c DAMP a 1.4 87 SAND with grave/ and cobbles. ' C O o • 4 2.5 Q. - (SP) COARSE SAND-GRAY, WITH GP Ver dense brown fine to coarse SANDY GRAVEL. //40 z TU 5 1.4 4 1.4 100r VEL COBBLES-90TST_ 7 11 15061 ° (SP) Compact,brown, fine SAND, o SP Ver dense,reddish brown and olive,medium D 6 1.4 29 3 1.4 100 to coarse SAND with cloy. CITY OF RANCHO CUCAMONGA 1 i7. (GP-SP) GRAVEL-GRAY, W ITH SAND Dense. r i with - //30 6 1.50- AND COBBLES-DAMP A:. 1.4 100+ 1'4 44 dish brown, fine sand deposits. 0 •�• ° (SP) Very dense, brown,fine to coarse, cemented -'x•• A R R 0 W ROUTE BRIDGE WIDENING a p_o B 1 4 2, SAND with gravel and cobbles. z 1.4 loo 5-3 0-8 9 y ?� ( erg dense, brown SANDY GRAVEL and LOG O F TEST BORINGS (SP-SC) MEDIUM TO COARSE SAND- (SP) Compact to ver dense,brown, fine SAND. obb/es. //20 DARK YELLOWISH tJH0WN,-WTTFFbRAVE1L8 1.4 100 CLAY BINDER-MOIST 9 14 loo �'� (SP) Very dense, brown, fine to coarse,cemented (SP) COARSE SAND-RUST BROWN, WITH GRAVEL- '}' 9 1 4 IOW SAND with local gravel. MOIST 10 1.4 loo. APPROVED BY DATE 8-30-� CITY ENGINEE R.C.E. No14?53 5_30_89 9-5 ///O DESIGN ASSOCIATW SOILS ENGINEERING RECOMMENDED ' 9 3-y- � 1 PROFILE DRAWN SHEET B7 of 7 r CHECKED SYED Z. AHMADM' No. 88 DRAWING No. S DATE 6-30-93 FILE No.A89-4246 LEGEND OF EARTH MATERIALS LEGEND OF BOR I N G OPERATIONS MOORE s TABER UNIFIED SOIL CLASSIFICATION MATERIAL SYMBOLS CONSISTENCY CLASSIFICATION CONSULTING ENGINEERS AND GEOLOGISTS ! Plan of any boring ROTARY BORING PENETRATION TEST , Pt OH CH MH OL CL ML SC SM SP SW GC GM GP GW FOR SOILS Location Sands with linos CIen sonds Gravels with flnos Cleon grovels Rotary boring B-No. Location Silts end clays Slits and clays >12°1� flee• nn., nn Gravel ~~ Porgganirc matter Y q To hole elev. Approved /,'� . A�l ^�i��� JOB N. /78 - /QQ 9 o c °�' by ° <5% »y° •' <5%nn•' © Accordingto the Standard Penetration Test p B-Ne. t - , 2'f REGISTERED CIVIL ENGINEER N&t5405 'Q'°'� L1Qu1d linrlt greeter ftron SO Liquid omit le,.then 30 Diamond Core Darin Casing Top hde elev. . . , pll, ands-morothon30'/°ofooarst GrovNs-rnaefhonSO�Y°ofcoone ., •~ q Moisture wt) q - fr«tion Is amel{er than N94 siero. fr«fionls {orper than N2 481@v#. ;=�:• Sand Fill material N* of lows Granular Cohesive dry Set Sample number Pushed P SAN BERNARD/NO COUNTY .Y. Coors@ Dry Fine grained soils 50%1 QerVer eiiii Unconfined density ( mpres iv 10 FLOOD CONTROL D/STR/CT (Alar• than SO%Is slrgller thou NO 200 dere) (Moro then 30°I�O 1s krpor ffr•n N4200ot.v.) >! Auger boring Size Of 30mp16 (Inches) i Silt ®Shale 0-5 Very loose Very soft Unconfined Compressive `" Blows per foot Blows per foot 111L phis mprese tion _TTP1LABORATORY CLASSIFICATION CRITERIA ('� Sample Barin strength (torts/sq.ft. '• o (o,o)= 6- 10 Loose Soft 12 p q .44 (Using a 140 lb.hammer (Using 140 Ib. 1e of driving ; GIM•n. Sw-C•• -n g►•ef.r then 4 for G w a e for SW; between 1 a s. Designates other Soils tests ARROW ROUTE B R D GE D 4 c Clay Sandstone M Kith d 30 dro ) tl CH o a x o� y II -20 Semicofnpact Stiff �;�; Jet boring C - Consolidation Penetration de th hammer with30 c• GP end SP-CIO" grovel or sand not meeting reoairenrents for aw and SW. C t.4 5 4 • I 1.4 65 D f�rYr/.�JSand cloyor r--� S- Direct shear if different than I ft. 30 drop) I44 F . Gilliland SM-Atterbarg limits below"r IIM or F I. less then + KJ17 clary son ®Limesbne 21 - 35 Compact Very stiff : ; Test pit � srL_ , Conformable material change I= A T COCA MONGA CREEK CHANNEL 'r OC and SC-At ter berg IlmI" •bore"A•line wlth P 1.1 fair then 7. IL��c[�� I `�, E -Expansion Elevation 3 ' and MH Sand silt or Metomor . T-Trioxial compression Approximate material change e Fines (silt ercby) Fine Medium Flne Coarse appws Beutders %, y ® phlC 36-70 Dense Hord O 21/� Cane penetrometer Dote Unconformable material Ch QIP L .and �� r•r.l rer.l silty sand rack Of1Qe 3I LOG OF TEST BORINGS ID •ot- $Iew "_•' >i 2 • .. *a Silty CIOy Or >70 Very dense Very hard O 2 • G0�1f penetrorne�f THESE BORING LOG SUMMARIES APPLY ONLY AT THE TIME �CI a illi Ignsout rock AND LOCATION INDICATED. SUBSURFACE CONDITIONS By ALS DD p p yD p W so Classification Of earth moferials shorn on this sheet Is based on held MsNction and y Dote Of MAY DIFFER AT OTHER LOCATIONS AND TIMES. Dote to 4O Scale NOriI. /M=2� DalaOct 5 /978 Det 6 Of 6 LIDWD LIMIT should not be construed to imply laboratory analysis unless s• stetod. boring 1310ws per fioot Vert. / /0 t J v Check by BJL - ` . _ r CONTRACT No. 7902 Sht. 7of 15 �'(�t - - _. _.. ..__ _ .. _ > ---•- - - --.. _ - _ _ .. .. _ a_...... .-..-...? ._�• -.. .: .. ._. .,_ - _•:._ -•_..L_. :..ir _ ..'.._. -y-•-- ► __ _... . _ __-:._.-sem--- - - �... .- -`-- - . s.->• �� ,_._. -r.. /''ti., �.....:_. _ ._.. --- -- _ _. .... ., 'EI