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HomeMy WebLinkAbout2185-D AIL db. NTORM viKAIN GENERAL NOTE$ NOT TO SCALE AOIL VICINITY AW MON— BE DONE IN ACCORDANCE WITH THESE PLANS, PROJECT CONTRACT DOCUMENTS Ar A 4=11111111111h 1. ALL WORK SHALL (SPECIFICATIONS), AND THE CITY OF RANCHO CUCAMONGA STANDARDS, AND THE CALTRANS STANDARDS VP %MOP 000 AND SPECIFICATIONS, CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE 0 f 0 va�l V z "77 % FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS� 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, a G-bay C FIRE HYDRANTS, ETCETERA, SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS A& OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE, SHALL BE REMOVED, RELOCATED, OR PROTECTED IN PLACE AS REQUIRED AT NO EXTRA COST TO THE CITY OF RANCHO CUCAMONGA. PLAN LEGO"'IEND ........... 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. T.C. TOP OF CURB 61. CURB, C.F. CURB FACE 4. THE CONTRACTOR SHALL RECONSTRUCT, REPLACE OR REPAIR EXISTING STRUCTURES, PAVEMENT, I LATION OF THE STORM DRA N GUTTER, UTILITY LINES AND OTHER APPURTENANCES AFFECTED BY THE NSTAL A.C. ASPHALT CONCRETE on rr SYSTEM. F.L. FLOWLINE 5. TRAFFIC CONTROL AND SAFETY SHALL BE MAINTAINED BY THE CONTRACTOR IN ACCORDANCE WITH THE LIP OF GUTTER PARTMENT OF LIP 0""rOTRUC-Arri"11 0%N %1.'r&OTt; d STANDARDS OF THE STATE OF CALIFORNIA BUSINESS, TRANSPORTATION AND HOUSING AGENCY, DE IN TRANSPORTATION (CALTRANS) "STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND T.G. TOP OF GRATE TYPE C2-AR-4000 A.C. FINISH SURFACE TO PLACED NO SOONER WORK ZONES" (S.A.F.T.), CURRENT EDITION, THE SPECIAL PROVISION, AND IN ACCORDANCE AND MAINTENANCE THAN 14 DAYS NOR LATER THAN 35 DAYS AFTER BASE PAVING. WITH THE DETOUR AND PHASING PLANS. TRAFFIC CONTROL AND SAFETY DEVICES SHALL BE PLACED AND INV. INVERT OF PIPE CONSTRUCT 96" DIA. R.C.P. STORM DRAIN, 1350-D, PER CITY OF RANCHO CUCAMONGA RELOCATED STD. PLAN 341, TYPE 11. TYPE B-AR-4000 A.C. BASE TO BE PLACED WITHIN MAINTAINED TO THE SATISFACTION OF THE ENGINEER. NO SUCH DEVICES SHALL BE REMOVED OR T.W. TOP OF WALL SEE NOTE 7 J WITHOUT APPROVAL OF THE ENGINEER. 72 HOURS AFTER CONSOLIDATION OF BACKFILL. J TOP OF FOOTING A STD. PLAN 330. T.F. 2 CONSTRUCT JUNCTION STRUCTURE No. 1 PER CITY OF RANCHO CUCAMONG OJECT THE CONTRACTOR SHALL SUBMIT SHORING DRAWINGS W 6. PRIOR TO PERFORMING ANY EXCAVATION ON THE PR A=23*57'04", 131=96" BUTT JOIN H.P. TY ENGINEER. IF SUCH SHORING DOES TO THE RESIDENT ENGINEER FOR APPROVAL AND FOR REVIEW BY THE Cl HIGH POINT 1/3W 1 3W IF DIST. IS < 4' THEN A.0 NOT CONFORM TO STATE OF W CALIFORNIA CONSTRUCTION SAFETY ORDERS DEALING WITH EXCAVATIONS AND F.S. FINISH SURFACE CONSTRUCT PIPE CLOSURE TYPE "A" PER SAN BERNARDINO COUNTY FLOOD CONTROL T+1 J�M T1 12 MIN MU OF INDUSTRIAL SAFETY THEN SHORING CALCULATIONS AND DRAWINGS 2 MI 0 N I N TRENCHES AS ISSUED BY THE DIVISION DISTRICT STD. PLAN S.P. 176. REPLACED. For' fly I:,C&S) : I �I . 'i Historic RO Uto W, -- ------- ........ REGISTERED CIVIL ENGINEER. F.G. FINISH GRADE BY A CALIFORNIA 1­� "6, GR. BIRK. TRENCH REPAIR PER CITY OF RANCHO CUCAMONGA STD. PLAN 120. P 1,00 BASED ON E PIPE WILL 7. DESIGN OF THE R.C.P. SHOWN ON THE CONTRACT DRAWINGS IS 0-a ; 0 DING DETAIL AS SHOWN ON CITY OF RANCHO CUCAMONGA BE INSTALLED IN ACCORDANCE WITH THE PIPE BED F.F. FINISH FLOOR CONSTRUCT SUPPORT FOR CONDUITS R CITY OF RA o o 5 STD. DWG. No. 341. IF THE TRENCH WIDTH EXCEEDS THE OUTSIDE DIAMETER OF THE CONDUIT PLUS 20 INCHES 0 CENTERLINE C.L. STD. PLAN 339, CASE I ......... IFIED AND/OR PIPE OF ADDITIONAL STRENGTH SHALL BE PROVIDED, THE .. ............... 3o THE BEDDING SHALL BE MOD PROJECT PROPO 95% RELATIVE 0\) SED MODIFICATION SHALL BE APPROVED BY THE CITY ENGINEER. 0 13 R/W RIGHT-OF-WAY COMPACTION MIN. 6 TEMPORARY PLU NNECTION WITH RED HEAD BOLTED STEEL PLATE. REFER TO E_�'D 0 0 6 0 a 0 PT. POINT 1z) 0 0 8. TRENCH BACKFILL SHALL CONFORM TO THE CITY OF RANCHO CUCAMONGA STD. DWG. No. 120 AND SHALL BE DETAIL HEREON. 00 VERIFIED BY COMPACTION TESTS TO THE SATISFACTION OF THE ENGINEER. 000 EXISTING TREE TO BE REMOVED 0 0 60 ov MOVAL PERMIT ao 0a 9. COMPACTION TEST NSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL 90% RELATIVE 0 CRUSHED AGGREGATE BASE IN TRENCHES COMPACTION MIN N, SS THAN 100' IN LENGTH, SEE NOT -GRADES SHALL BE PERFORMED. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED a go * \ E #1. 0� LE \r v 0 L AND FOR REVIEW BY THE CITY ENGINEER PRIOR TO SUB TO THE RESIDENT ENGINEER FOR APPROVA x OF BASE MATERIALS AND/OR SURFACING. N 12" 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEM ETERMINE ONCRETE PAYING \1 �41\ STRUCTURAL SECTIONS (PRIOR TO PAVING). CONVENIENCE OF THE 11. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER SOLELY FOR THE FIRE HYDRANT S V I CONTRACTOR. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES NG A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY BEFORE SUBMITTI BEDDING & SHADING PER UTILITY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF x INVOLVED. IF NONE REQUIRED, SHEET FLOW DRAINAGE .,[,,,-EXISL CHANNEL WALL E WORK. x BASE. EARTH SWALE AND DIRECTION OF FLOW AS PER STANDARD DWG. NO. 341 12. SOIL BORING LOGS ARE MADE AVAILABLE FOR THE CONTRACTO MAKE OF THEM IN THE PREPARATION OF HIS BID. THE CITY OF RANCHO CUCAMONGA GIVES NO GUARANTEE, P fpn A 0 0 0 0 OR IMPLIED, THAT SUCH SOIL BORING REPRESENT A TRUE AND COMPLETE CROSS- 3.80% GRADE WITH DIRECTION OF FLOW 7 110 NOTES: A SECTION OF ALL THE MATERIAL TO BE ENCOUNTERED IN PERFORMING THE EXCAVATION AND EARTHWORK -112 ON THIS PROJECT. WITH EPDXY All trenches 100' in length or longer shall be backfilled and consolidated per EXISTING GRADE CONTOUR LINE 77� 0 W31 13. WHERE UTILITIES ARE INDICATED ON THE DRAWINGS TO BE SUPPORTED, SAID SUPPORTS SHALL BE IN 0 Sections 306-1.3.1 thru 306-1.3.4 of the Standard Specifications. ef ACCORDANCE WITH CITY OF RANCHO CUCAMONGA STD. DWG. No. 339 UNLESS OTHERWISE INDICATED. )e,:�pl ced fitish. ROM RESPONSIBILITY FOR THE 1133 2--' TOUR LINE 2. Spread Boxes may be employed for trench paving jobs less than 500 lin. ft. -A hi 006 Of, 14. CITY APPROVAL O OT RELIEVE THE CONTRACTOR F M V 4 00 in. PIPW AWO,,Cfdd� by lhd �h6i e, ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED -,114" THICK STEEL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. PLATE typ 0 3. All joints shall be vertical butt joints; lap or feathered joints are not acceptable. 0 -X-X-X- EXISTING CHAIN-LINK FENCE d WORK SITE AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN, AND HAZARD FREE, ORDERLY 15. DEN WALL 4. Unless otherwise instructed by the City Engineer, trench patch shall be straight grade STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED RESIDENT ENGINEER. across width, and shall not be crowned at center. INING WALL 16. CONTACT UNDERGROUND ALERT AT 1-800-422-4133 AND ALL AFFECTED UTILITY COMPANIES AS REQUIRED 0 0 TWO (2) WORKING DAYS PRIOR TO EXCAVATION. PROPOSED DECORATIVE FENCE/WALL PER 5. Prior to placement of A.C., pavement edge shall be cut to a clean vertical and ITECT'S PLANS straight edge with tack coat on face of cut. SHALL NOT BE PLACED UNTIL ALL 17. THE FINAL SURFACE LAYER OF ASPHALTIC CONCRET 22 TABLE PARKWAY UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED AND ALL UNACCEP -4000 A.C. AND ROADWAY IMPROVEMENTS ARE REM O THE SATISFACTION OF THE CITY ENGINEER AND TRAFFIC SIGN 6. The entire traveled lane, 12' min., shall be overlayed with .10' min. C2-AR ��', I � :�,:: ,.­',%�,�I 'A using a self propelled paving machine (BARBER GREEN, BLAW KNOX or equal) for all M RESIDENT ENGINEER. 4 trenches 500' in length or longer. Amb" REMOVE EXISTING mr"M 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS PRIOR TO BEGINNING W ff -.L 7. Permanent A.C. patch, which shall be aminimurn 0.25' thick or 0.10' thicker than existing whichever 0 PROJECT. E 1,y P L "bETAIL k is greater as directed by the Engineer in the field. 4, TOR) IN ACCORDANCE <6 19. CONTRACTOR SHALL POSSESS A "CLASS A" LICENSE (GENERAL ENGINEERING CONTRAC EXISTING RETAINING WALL NOT TO SCALE WITH THE PROVISIONS OF THE CONTRACTOR'S LICENSE LAW (CALIFORNIA BUSINESS AND PROFESSIONS CODE, SECTION 7000 ET SEQ) AND RULES AND REGULATIONS ADOPTED PURSUANT THERETO AT THE TIME THIS T 63 6:�bdeq-:X PROPOSED STORM DRAIN CIT OF RANCHO U`UCAMOINGA, CALIFORNIA CONTRACT IS AWARDED. r� APPROVED BYt L A"I PROPOSED AREA DRAIN d REwrF`AA1R W 12 0 r > CITY ENGINEER DATE USE WITH STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION W MJR.C.E� 24953 UTILITT %.�VNTA(3T W V'� CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. t C) CONSTRUCTION JOINT (909) 987-2591 M,�t K� .1 GA VALLEY WATER DISTRICT F BARS #3 AT 18- 00 10440 ASHFORD STREET NOTES: P.O. b' LIFORNIA 91730 rt SPUR VALUES FOR A. B AND C SHALL BE SHOWN ON THE PROJECT S COMPANY (909) 335-7965 B T1 DRAWINGS, ELEVATION R AND ELEVATION S SHALL BE SHOWN WHEN GAS LIFORNIA GA REQUIRED PER NOTE 8. "EVATUf 16231 VALLEY BLVD. 4 AT 18" OC 2, STATIONS SPECIFIED ON THE PROJECT DRAWINGS APPLY AT THE "A FONTANA, CALIFORNIA 92335 0 F BARS 90THWAYS INTERSECTION OF CENTER LINES OF MAIN LINE AND LATERALS, Cl) EXCEPT THAT STATIONS FOR CATCH BASIN CONNECTOR PIPES APPLY ELECTRIC SOUTHERN CALIFORNIA ED (800) 655-4555 W BARS------% WHEN B Is AT INSIDE WALL OF STRUCTURE� 60" OR MORE 7951 REDWOOD AVENUE L� 0"Sl E T 3, REINFORCING STEEL SHALL BE PER LACFCD STD. DWG� NO, 2-D 171: FONTANA, CALIFORNIA 92336 SECTION G-G a, STRAIGHT BARS SHALL BE 1 1/2" CLEAR FROM FACE OF CONCRETE [RE ROUND EDGE #3 AT UNLESS OTHERWISE SHOWN, TO 3 RADIUS 7- 181, Oc �:� ���. �: , : ,�:,� , , ( ",���C--11 ., I .:Nms. , , 1, .��', . 1� , ]�Ie a"I TELEPHONE VERIZON - �, �,,,� JQ pre, d 16 b� W BARS ARE OF SIZE AND SPACING SPECIFIED FOR WALL STEEL '0 n: 16071 MOJAVE DRIVE, BUILDING A (760) 245-0330 ON PLAN, AND SHALL BE CUT IN CENTER OF OPENING AND BENT 'P, F STATION POINT r 2" OR LESS BELOW 18� JLZ�� C� OMIT H BARS WHEN SOFFIT OF SPUR IS 1 VICTORVILLE, CALIFORNIA 92392 SEE NOTE 2)-\- Q SOFFIT OF MAIN LINE, AND OMIT G BARS WHEN INVERT OF SPUR P L,0 Op,D ELEV. S IS 12" OR LESS ABOVE FLOOR OF MAIN LINE. T, _4 CABLE CHARTER CABLEVISION (909) 343-5165 x H�H H_ J 0.e 4) 4, JUNCTION STRUCTURE SHALL BE POURED MONOLITHICALLY WITH MAIN f d 00: a 6680 VIEW PARK COURT LINE STORM DRAIN, MANHOLE OR TRANSITION STRUCTURE. �7 RIVERSIDE, CALIFORNIA 92503 A ROWELED TO THE SPRING FLOOR OF STRUCTURE SHALL BE STEEL-T SPRINT - TRANSMISSION DEPARTMENT (909) 873-8022 FIBER OPTICS: ROUNDEDGESTO LINE. APPROXIMATE RADIUS 282 S. SYCAMORE AVENUE OF 10 OF LATERAL RIALTO, CALIFORNIA 92376 co 6� f 3000 PSI AT 28 DAYS. WITH A MAXIMUM c OF 36" f.0 7, EMBEDMENT, P, SHALL BE 5" FOR B 96" OR LESS AND 8" FOR B D & E BARS B T (D OVER 96'% D. E, H & G BARS (INCHES)(INCHES) .0 0 X < Ui M & IF ELEVATION R AND ELEVATION S ARE NOT SHOWN ON THE PROJECT U_ DRAWINGS THEN THE INLET OPENING SHALL FALL 6" BELOW THE 12 4 SOFFIT OF THE MAIN LINE WITH THE INLET PIPE LAID ON A STRAIGHT EL a IMML now I&AK own OR& Jft ok 0 mum oft CONSTRUCTION JOINT 15 4 1/4 GRADE FROM MAIN LINE TO CATCH BASIN OR TO GRADE BREAK IN NN % I KA: I U %.rVN I KAkC&I 0aw RAO 18 4 1/2 U INLET LINE. I%J �111 111 21 5 0 ELEVATION S SHALL BE SHOWN ON THE PROJECT DRAWINGS IF THE PLAN x THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN 24 5 1/4 Qz (0 INLET OPENING FALLS MORE THAN 6" BELOW THE SOFFIT OF THE 27 5 1/2 MAIN LINE WITH THE INLET PIPE LAID ON A STRAIGHT GRADE AS TO THE BEST OF OUR KNOWLEDGE THERE ARE NO El _'T B EINdHMARK: 30 6 < ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. PROJ C) G NEW OR EXISTING RCB STATED ABOVE� EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THESE PLANS ARE NOT INTENDED TO SHOW CITY OF RANCHO CUCAMONGA BENCHMARK...NO. 10032: t. 33--_ 6-1/4 ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY IRRIGATION LINES, ETC. THE CONTRACTOR SHALL TAKE DUE W BARS 36 6 1/2 WHEN A STUB IS TO BE PROVIDED FOR A FUTURE CONNECTION, o :SS/0 MID CITY LOCATIONS OF ELECTRICAL LINES, 39 7 o' DESCRIPTION OF REVISION DA I E APPROVED PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES AND STRUCTURES SHOWN ON THESE PLANS. DESCRIPTION: 2" BRASS DISK IN CONCRETE WINGWALL DBARS 42 7 1/2 <) GU, � THE EXISTING UNDERGROUND UTILITIES AND SUBSTRUCTURES IDENTIFIED ON THESE PLANS WERE TAKEN FROM STAMPED "CITY OF RANCHO CUCAMONGA NDARD 45 7 3/4 1� 10 AErIM ARS 48 8 0 G) D SHOWN ACCORDINGLY. IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR 1987" AT NORTHEAST CORNER OF FOOTHILL BOULEVARD PIPE JOI T 8 1/2 0-: F B 51 Amm�ITT MN U C A OWN%A0 P'N G A RUCTION PART I SECTION 5, THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING AND EAST AVENUE. 2-H BARS 54 9 0 LWU rn IF 1; 4" OC 0 rn UND SERVICE ALERT (OR CALTRANS ON STATE HIGHWAYS) TO IDENTIFY ALL EXISTING UTILITIES, 57 9 1/4 R.C.E. 29224 ELEVATION: 1195.431 60 1 9 1/2 �0 TITLE SHEET WHETHER SHOWN ON THESE PLANS OR NOT, AND SHALL DETERMINE THEIR LOCATIONS & DEPTHS, ROUND P 63 10 & INCLUDING SERVICE CONNECTIONS WHICH MAY AFFECT OR BE AFFECTED BY ITS OPERATIONS PRIOR TO EDGES 03 ELEV, R 6-6 10 1/4 < PROJECT. IF CONFLICTING UTILITIES ARE NOT BROUGHT TO THE ENGINEER'S - 0 C 1V I\- ATTENTION PRIOR TO THE START OF THE CONTRACTOR'S WORK, THE ENGINEER WILL NOT BE RESPONSIBLE ELEV. S 69 10 3/4 zhz 0 F, C P, East Ave Master Plan Storm Drain -4 72 11 FOR ANY CHANGES, REVISIONS OR MODIFICATIONS. 2-G BARS 78 11 3/4 ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS 4" OC--------K- 4. 4 84 12 1/2 line- UNDISTURBED EARTH 90 13 1/4_] SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND UNDERGROUND SERVICE ALERT: 41 . 96 14 IC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE BACKFILL WITH 1-3-5 MIX CONCRETE 102 15 1/2 0 0 It> � . from Etiwanda (Ohannel LIJ 173' Upstream "OCCUPATIONAL SAFETY AND HEALTH REGULATION" OF THE DEPARTMENT OF U.S. LABOR, AND WITH THE OR COMPACT SOIL TO RELATIVE 108 16 (0 DENSITY REQUIRED BY SPECIFICATIONS, 114 16 1/2 VC01 Ci t4eel'tCL STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". BACKFILL MAY BE OMITTED IF 120 17 o DATE STRUCTURE IS LAID ON UNDISTURBED 126 17 < & Assoc'caes APPROVED BY' E RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS THE CIVIL ENGINEER SHALL NOT B SECTION P-P EARTH TO STORM DRAIN WALL 132 17 1/2 z*: CITY ENGINEER R.C.E. No.__?4953 COMPLIANCE WITH THE "OCCUPATIONAL HEALTH AND SAFETY REGULATIONS" OF THE U.S. DEPARTMENT OF 1-800-227-2600 13 17 1/2 LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY 14 18 CIVILENGINEERS LANDSURVEYORS DESIGN ORDERS". N 1A 10271-B TRADEMARK STREET ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB CITY OF RANCHO A, CALIFORNIA CITY OF RANCHO CUCAMONGA9 CALIFOn RANCHO CUCAMONGA,CA 91730 DGA Ck V1 Ci t4 e,II,&vLct TWO WORKING DAYS BEFORE YOU DIG APPROVED BY, 909)987 lei APPROVED BY, 'L DRAWN SHEET SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL I&T �W%w a W9 1 s -.a 0% RTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO "CAUTION": Remember the USA Center only notifies i wl-d`11UN -11MU&NURE Nuals i AftAftAft JUINdT10-N 0T &NORM 141 1 DGA Assoc'cite, I- OF z NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER those utilities belonging to the center. There could 0 Msu Msu AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE other utilities present at the work site. The center CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CHECKED 10271-B TWEMARK STREET DRAWING No. will inform you of which utility companies they will AMP- N t8 to em I)J44n 1 4 ok T, 77--r_1 1 7 1 "o '06 ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM SOLE NEG notify. CITY ENGINEER DATE1 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION R.C.E� 24L53 ELE.GUERRA DATE! RANCHO CUCAMONGA CAUFORNIA 91730 THE OWNER OR ENGINEER. IR.C.E. 24953 R.C. .29224 EXIP`-�31_09 CITY PH(909)9874" FAX(909)941-1528 _J 21 8, MIN .......... ........ . ........... ...... dON1$TRUUr1I U PROJECT BE1NdHMARK- CITY OF RANCHO CUCAMONGA BENCHMARK NO. 1 1200 MW NO '':' ! ' 6. CONSTRUCT 96- DIA. R.C.P. STORM DRAIN, 1350-D, PER CITY OF RANCHO CUCAMONGA STD. PLAN 341, TYPE 11. ........... CONSTRUCT JUNCTION STRUCTURE No. 1 PER CITY OF RANCHO CUCAMONGA STD. PLAN 3,30. A=23-57'04 B=96'*, "CITY OF RANCHO CUCAMONGA BM 10032 1987" AT NORTHEAST J" DESCRIPTION- 2" BRASS DISK IN CONCRETE WINGWALL STAMPED C2 00", V.C''-- C=15.00. 'OLO CORNER OF FOOTHILL BOULEVARD AND EAST AVENUE. 17t _6_6�.NS-11WUCT�,ON._,�,­ ,�NY, �JSC 1,E-PA I`I­Cyll HALL ....... ------------------- ELEVATION.- 1195.431 C� P CTOR-�-TO'�VERIf Y�-HORIZO 4TAL- &­V�RTIC kL,� LGCATI)N:�.... ------ toll S­AVT,_ F CONSTRUCT PIPE CLOSURE TYPE "A" PER SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT STD. PLAN S.P. 176. "T, 71:�::, I�1141 TRENCH REPAIR PER CITY OF RANCHO CUCAMONGA STD. PLAN 120. UGHTJO-��THE ATTENTION OF,':.THE ENGINEER.-' ACA--04 'PR)1P �;D`­ ....... PROP' f'&,:'OVER� Cr 7T ......... + CONSTRUCT SUPPORT FOR CONDUITS ACROSS TRENCH PER CITY OF RANCHO CUCAMONGA STD. PLAN 339, CASE 1. ICY), 'U's 7', TEMPORARY PLUG LATERAL CONNECTION WITH RED HEAD BOLTED STEEL PLATE. REFER TO DETAIL, SHEET 1. -CN -777777! 08-25% _:7�7777777= az=l wal ---------- CASE 3 OVEI'_-'-"PR` P'#':S�n­;��7�'��-,��_ CASE I F R T EXIST--F. �:,01i"ER�JROPA-S­U._�­ DUCTILE IRON PIPE DUCTILE IRON REINFORCED CONCRETE BEAM CLASS 53 ;4 JOINT (SEE NOTE 2) SPUN R,C, PIPE ALLOWABLE SPANS AND MIN, REQUIRED FOR 4" TO 24" LD. PIPE > 0 EXIST. A,O, CONCRETE, BEARING FOR DUCTILE IRON PIPE CONTINUOUS -7-1 7 A' R,C�� CJ- OR CLAY PIPE NOTES (SEE NOTE 1) Uj 8" PIPE DEPTH OF 6" PIPE FOR CLAY PIPE SEWERS 10" PIPE t WIDTH OF SHALL EQUAL 0,D, OF SUPPORTED PIPE, OUT EXIST, PIPE AND JOIN COVER 1-f-max.) B(Minj _�_(Max,) EXISTING MINIMUM WIDTH SHALL BE 6". WITH TYPE "D" JOINTS WITH 0" TO 8'-0" ill-o" 1,-6- 13'.6- V-6" 16'-6" V-0- kl'v ADAPTER RING. IF REQUIRED 8'-1" TO 16'-0" 8'-0* T-6" 10'-0" 2'-0" 12'-0- CONDUIT TO 2. IF SUPPORTED PIPE IS BEDDED IN CONCRETE, BEAM BEAM -7- - '# :., I[IF BEAM IS PRECAST) CONCRETE ON EACH SIDE OF TRENCH OR REMOVE TO NEAREST 6" 2'.63" I WIDTH SHALL EQUAL BEDDING WIDTH, BEDDING 16*4' TO 25'-0- _W -0- RE I......... 3, IF BEAM IS PRECAST, ENDS OF BEAM SHALL BE JOINT BEYOND. yn- '&1!b , N .. ......... 1190 (SEE TABLE) FULLY BEDDING SHALL HAVE MINIMUM THICKNESS D� + 8" MIN, i-R- OF 4", CLASS AND SUPPORTED PIPE TO PROVIDE NOTES F 4" MINIMUM BEARING SHOWN, �G 1. 2000-D SPUN R.O, PIPE OF SAME DIAMETER H_ _7, 4� THIS CASE IS PERMITTED ONLY IF THE TRENCH AS THE EXISTING PIPE MAY BE USED ONLY WALLS ARE FIRM AND UNYIELDING, WHEN THE EXISTING PIPE IS A,C. CONCRETE COLLAR CONCRETE 5, MAXIMUM SPACING OF BARS SHALL BE 4" O,C. (SEE NOTE 2)- OR MC, PIPE AND THE TRENCH WITH IS W-O" OR LESS, 7, Y ..... 2� THE CONCRETE COLLAR JOINT SHALL BE CONCRETE BE USED FOR JOINTS IN STORM DRAIN PIPE. SEC ION E E ............... REINFORCED CONCRETE BEAM (DIMENSIONS AND REINFORCEMENT) .......... PIPE COVER CASE 4 ................ S 0'TO 8'-0" 8'-1' TO 17-0- 12'-1-TO 16'-0" 16'-l' TO 20'-0" 20'-l' TO 25'-0' COLUMN SUPPORT WITH REINFORCED CONCRETE BEAM IV T BARS B T BARS B T BARS B T BARE, B _1 _T06 0 -91 _#4_T_6F 1-1 _T_6;_i_21/_2-_j5_76-Ti3-1/2'-f5-_2'-0"i_41/_?_#5 T-0 W-j- _12- W T-6-T F2-1/2'_#5 11-6- TO BESUPORTED S S 0- -8- #4 1-6 -8- _#4 -1_6 _10- _6i_01/_2-_J4 1'6' ........... EXISTING CONDUIT V 4 1 675 1/2' 4 T6 1r 1 67 S S 61-l' TO T-0" 5 2'-0" 14 1/2" #5 T-0" 15 1/2' #5 T-0-16 112� 0 0 T-I"TO 8' -jr T - _-7--0-_16' 15 2'-G" 17 1/2' #6 -T--6-_19- 6 T-0- #6 2'-6- _T1_TO9 0-J2-1/2 --i5-�_0 T5-1-/2 _i6_ -6 T7_1_/2 i_6 =6 T9_1_/2 W -6 2-1- _#6 6" 06 1 A 1_TO1 0 0"T3-1/2"_j6-i_0 1-7 -F_6 i9_1_/2 _iB 07�1-i_/2--_��O _23- 0-6 _�_0 u i 06 10'-l' TO 11'- 0" 14 1/2' #6 2'-6" 18 1/2" # T-0' 21'11- f6 T-0' 23 1/2' 06 3*-0' 25' #7 COLUMN T-0' '*--(SEE NOTI 11'-f TO 12'-0" 15 1/2- #6 j-6- f6 T-0' 23' #7 T-6- 25 112- *7 T-6- 27' #7 T-6- 12" X 12" COLUMI 0. 2" CL ISEE NO I E 6) Mft BEARING SHALL BE 12'-l' TO IT-0- -1r _i6_T-0-21 1/2' F4 1/2---F6-- 27�/2-_#7 _4'0'_ 29- 07 4'- 4-#6 BAF 2" CL, 7 0.5 O.D. OF SUPPORTED PIPE _j7 17 T-6' #7 _j 13'-1" TO 14'-0" JF -0-_23' __j7_ T6 1/2- J7 4'-0" 29 1/2"-iT-_,F-W�1-1/2-_#7 4'- 4" DIA. SLEEVE IN 4-#6 BARS 0, 13'-l"TO 14' 18' #7 3' 23- AT 12 TIES 4BAR ' 261/2" J7 4'-0* 291/2' #7 V-0-311/2' 07 -0" -0' #7 X-6 ST BEAM ____L V-0- #3 AT 12 TIES cli C 4 BARS AT 12 ........... TO BE FILLE BEAM IS PRECA§T) D WITH __j7__Y__07 2-8 0-7 T-0 1-1_/2 _#7 4'6' W-11' TO 15'-0' 2V 7 (IF A7 Y-V T6-1/2-_j7- CLASS *,c, MORTAR. 8011AWAYS IT-l' TO W-o" LO 1/2 4'-0 30 0 C-6 #4 BARS AT 12 M REINF ) ........... 1180 T671' TO 1T-0- 211/2' 07 T-6- 28- W��6- BOTH WAYS COLUMN 4" -T7--r-TO18'-O- 2 1/2- 8 CONCRETE W --------- ey�--w .&2a (SEE TABLE) 0 9 1/2. 8 V. __s......A MIN. 2'-0 7z M WIDTH 2 X T lli�6i� 6- SECTION C-C -4 377- ...... 12' MIN, 3'-0" --- -------- ......... CASE 2 CONCRETE WALL ....... R.C. BOX CONDUIT iz F NOTES EL EXISTING PIPE CONDUIT + Mft BEARING SHALL BE C CONDUIT TO 1. THE SUPPORTING WALL SHALL .......... L��L A 13E SUPPORTED O�5 O.D, 0 CIE; a - 41. HAVE A FIRM BEARING ON THE NOTES D SUBGRADE AND AGAINST THE . ........ C� 1/3D+2' THE SIDES OF THE EXCAVATION. 1, SPAN "S" SHALL BE MAXIMUM 18 FT. FOR EARTH COVER BFT, OR LESS, 12 FT. FOR EARTH COVER 16 FT, OR LESS, .......... AND 10 FT, FOR OVER 16 FT, EARTH COVER. 2, ANY CONDUIT PASSING THROUGH 2� ALL CONCRETE SHALL BE 560-B-3250, OPT, CONST. CONDUIT THROUGH WALL THE WALL SHALL HAVE 2-INCH 3. WHEN THE PIPE TO BE SUPPORTED CROSSES THE TRENCH ON A SKEW ANGLE, THE WALL OR BEAM WHICH SUPPORTS Zt P ...... L1 J A' JOINT W- -6,4' W- -I--------0 - 4 CLEARANCE FROM THE WALL, THE COLUMN SHALL BE CONSTRUCTED AT RIGHT ANGLE TO THE TRENCH, TY A" "B" SAN... ERNAI RDINO.'CO0 TY: FLOOV-(ONTROL TRICT, 4� SUPPORT SYSTEM MAY BE USED OVER CAST-IN-PLACE STRUCTURES, C) WALL SECTION 1 4-INCH DIAM, OPENINGS THROUGH 5. BACKFILL ABOVE THE SUPPORT BEAM SHALL NOT BE PLACED UNTIL 72 HOU S AFTER THE SUPPORT IS POURED, FILE,No R THE WALL AT 2 FT, 0,C, 16� REINFORCED CONCRETE BEAM DIMENSIONED AND REINFORCED PER TABLE UNDER CASE 1. ............. iiiai6lillil z HORIZONTALLY AND 5 FT� O,C� 2 4" DI& OPENINGS VERTICALLY SHALL BE PROVIDED C 13 n_n LPRESSURE C9NSTRUCT 1-60.45,1j. GENERAL NOTES RESULTING FROM JETTED BACK- 1, "S" IS THE SPAN OF THE PIPE SUPPORT MEAS URED ALONG ITS CENTERLINE, FILL� 2� "B" IS THE LENGTH OF BEARING OF THE SUPPORT AGAINST UNDISTURBED EARTH MEASURED ALONG THE PIPE CENTERLINE, -85,�i 4 fi-��4 -0-P-S., 0 Oil 3� CASE 2 SHALL BE USED FOR PARTIAL C 4. OR LESS, THE TRENCH BACKFILL MAY BE DENSIFIED TO 18 INCHES ABOVE A ��'V. THICKNESS OF WALL SHALL EQUAL BEDDING WIDTH, HOUSE CONNECTION SEWER AND THEN PRE-EXCAVATED FOR THE PIPE INSTALLATION, R� ROSSING, EXCEPT THAT WHERE THE DISTANCE FROM A SEWER CHIMNEY TO 1170 4. IF SUPPORTED PIPE IS BEDDED IN CONCRETE, MINIMUM UNDISTURBED EARTH IS 18 INC 4� ANY SEWER OR STORM DRAIN EXPOSED OR PARTIALLY EXPOSED IN A TUNNEL EXCAVATION SHALL BE SUPPORTED ......................................... 5, BRICK WITH MORTAR JOINTS MAY BE USED IN LIEU OF WITH WALL, CASE 2, 2 3 4 6 CONCRETE FOR WALLS UP TO 5 FT, IN HEIGHT OR 5� IF BEDDING IS REMOVED FROM THE EXISTING PIPE THAT WILL REMAIN IN PLACE, THE PIPE SHALL BE EMBEDDED LENGTH, WITH CONCRETE AT NO EXTRA COST TO THE AGENCY, "t 7" rN A T-1 6. UNLESS OTHERWISE INDICATED, CONCRETE SHALL BE CLASS 420-0-2000, CIT CHO UCUA CALIFORNIA CITY OF RANUHO UUCAMONGA, CALIFORNIA APPROVED BYi APPROVED BYi -NOR NOTE REGARDING EXISTING UTILITIES OUPP RT FOR ITO THE LOCATION (HORIZONTAL & VERTICAL) AND EXISTENCE OF UTILITIES SHOWN 339 CITY ENGINEER 339 DATE RD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CITY ENGINEER PMME9 PPROXIMATE AND PLOTTED BASED ON AVAILABLE RECORDS. R,C.E, 24953 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION RZE. 24953 THE CONTRACTOR IS HEREBY NOTIFIED TO POTHOLE ALL EXISTING UNDERGROU 1 =30' ND UTITLITIES (WHETHER SHOWN ON THESE PLANS OR NOT) TO VERIFY HORIZONTAL TIONS PRIOR TO BEGINNING CONSTRUCTION ON THE STORM NOTES: DRAIN. i)j 1 Unclassified bedding material shall be as follows; 85% RC (SEE NOTE 1) City of Rancho Cucamonga A. NATIVE SOIL may be used for rigid pipe installations unless otherwise shown -*--& I V a It�Iltl of Son Bem on the plan or the specification ZFE B. GRANULAR MATERIAL shall be used for flexible pipe installations. (See note 2) N, C A Unclassified bedding material shall be free Of lumps, rocks, and broken con- 0 crete or asphalt, Care shall be taken to z protect the pipes from damage or Sta. 2+59.34 LINE "A" deflection during placement and compaction of bedding. Greater compaction, EXIST. 16" TER W /W z when required to limit deflection of flexible pipes, shall be shown onthe plan. (BOT. WATER=1188.9.4) D* 0 2, Q) Granular material shall be sand, gravel, disintegrated granite, chrushed aggregate, C�Q INV. S.D.=1179.01 4-�'W/2 or native soil with a sand equivalent of not less than 20. sta. 1+1�2.35/ ' (FUTURE) W 4 END J.S. 0 Sta. 2+73.00 LINE "A" Sta. 3+17.32 LINE -96 R.C.P. "A - V) 3. Where ground water is encountered in the trench the contractor shall, t the direc- a INV. S.D 1�1' 8.72 END 96' R.C.P., PIPE EXIST. 10" SEWER 4' tion of the engineer, excavate to a depth of 6 inches below the proposed pipe and CLOSURE TYPE "A" (INV. S.S.=1176.7±) place a bedding of 3/4 inch crushed rack or crushed slag, 0.4 D' OPTIONAL 1W 0.4 D' Q) INV. S.D.=1179.05 INV. S.D.=1180.27 TRENCH R/W 4. Trench walls shall be vertical within the bedding area, unless improved bedding, as SHAPE approved by the engineer is used, %,-__A 2 191 5. The load factor m be increased for tYr1V by the use of reinforcing steel, The TYPE 11 load factor is 3.20ror P=0.4%, 4.6 for ----4 64-(ARAND)- .0%, in which P is the ratio of the area 1,9 of steel to the area of concrete above the crown of the 0. 0 .91 C141 pipe. : - __-15`G-------- C.L. FUTURE 90"0 R.C.P. S.D. C777 1 11 Lo U,U 4, 11- - 77-------J--\ C U 'ov 041, av� e VIVeZ LOAD TYPE APPROVED BYi N Rancho Cucamonga FACTOR _&ty-O f CI !I0 --"ALIFORNIA N. 0`11'31'" E. ",C NONE= --- city f Fontana PIPE EDDIN F. <4 AND ADIN 341 12LEW- 1.9 CITY ENGINEER 1 4 EAST USE WITH STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION A DATE tAVE 'l nmffihm�, !0@11111118 R.C,E, 24953 S 6t$ (k� 6" 4- '-'MIN. MIN. MIN. MIN _!:�-------- D'/2 NE"101111111111110 A *\- ATGW BASIN 7F P ON F.0 E OCKS RIGID PIPE �-EXIST. S.B.C. D, R�� R _�NSCO CORETT Z-\ 40� ------ iplipl@ 0 DESIGN DATA ESS/0 (FOR EXISTING PIPE) DESCRIPTION OF REVISION cffy .......... 'IV/ E. G DATE AppRol 09 L 11 <) Uj X� rn LEGEND R.CZ 29224 m I A ftl CITY OF RANCHO CUCAMONG PLAN & PR OHU W 06 1, 0 PIPE COVER J> PCC BEDDING a E4 MAX MIN 17777--777771 C' -S; M --- 0 F' C A To 00 L-_. - J Gf;MNUIAR MATERIAL ha IVI st Ave Master Plan Storm Drain C#1� <8' 12" 6" ALL 00 ALL >8' 10" 6" E :;E UNCLASSIFIED BEDDING MAT F0=4 91 - T C 66 BACKFILL 0ne 8 4- 4� NATIVE SOIL from Etiwanda Channel to 173' Upstream D"Clin LAt4ee1A0 APPROVED BY.- :3 r,> & Associates "M4 CITY ENGINEER R.C.E. No. 24953 CIVIL ENGINEERS LAND SURVEYORS C4 1 T'117' 0 V"` RANCH`% '_4U'_4AM`N'_4A, "ALWORNIA, DESIGN RECOMMENDED �00 10271-B TRADE~K STREET RANCHO CUCAMONGA,CA 91730 APPROVED BYi DGA A I I --w S.,& 11 ""' PLAN 987-4306 D a n e-Fil vvt 0.D P I I jft'E EDDIN _____L9_0j9 DRAWN A & SHEET ILEX STREET 1�4k 34 1 Assoc'cifes CITY ENGINEER DATEI USE WITH STANDARD SPECIFICATI NS FOR PUBLIC WO NSTRUCTION DGA _ 2-OF 61 - 1 EP 0 S -,V00'. W14 B4" 10271-B TRADEMMK STREET DAN L E.GUER DATE CHECKED HO CUCAMONGA CALIFMNIA' 91730 DRAWING No. R.C. CITY PH(9W)987-M FAX(W9)941-1528 131