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2312-D
STORM DRAIN GENERAL NOTES BENCHMARK FOUND, HEAD BOLT IN SOUTH END OF CONCRETE CULVERT IM ROV M UNDER S.P.R.R. TRACKS ON EAST SIDE OF EAST AVENUE 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA LANS BETWEEN VICTORIA STREET AND BASELINE ROAD. STANDARD PLANS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, SAN BERNARDINO COUNTY B206 INCLUDING ITS ANNUAL SUPPLEMENT & AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE ELEVATION : 1323.127 RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. FOR 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETCETERA, SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT—OF—WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE, SHALL BE BASIS OF BEARING REMOVED, REPLACED, RELOCATED, OR PROTECTED IN PLACE AS REQUIRED AT NO EXTRA COST TO THE BASIS OF BEARING IS THE CENTERLINE OF EAST AVENUE CITY OF RANCHO CUCAMONGA. TATIV TRACT A 18826 TAKEN AS NORTH 00' 00' 47" WEST PER PARCEL MAP NO. 5733 ON FILE IN BOOK 86, PAGE 35, OF PARCEL MAPS, 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE RECORDS OF SAN BERNARDINO COUNTY, CALIFORNIA. 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. 4. THE CONTRACTOR SHALL RECONSTRUCT, REPLACE OR REPAIR EXISTING STRUCTURES, PAVEMENT, CURB, LEGAL DESCRIP77ON GUTTER, UTILITY LINES AND OTHER APPURTENANCES AFFECTED BY THE INSTALLATION OF THE STORM DRAIN SYSTEM. LOT A OF TRACT 15912 AS RECORDED IN BOOK 5. TRAFFIC CONTROL AND SAFETY SHALL BE MAINTAINED BY THE CONTRACTOR IN ACCORDANCE WITH THE 279 OF MAPS, PAGES 6 AND 7, RECORDS OF SAN STANDARDS OF THE STATE OF CALIFORNIA BUSINESS, TRANSPORTATION AND HOUSING AGENCY, BERNARDINO COUNTY, CA. LOCATED IN THE DEPARTMENT OF TRANSPORTATION (CALTRANS) STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS CITY OF RANCHO CUCAMONGA, COUNTY OF SAN �, I BERNARDINO, CALIFORNIA. FOR CONSTRUCTION AND MAINTENANCE WORK ZONES (S.A.F.T.), CURRENT EDITION, THE SPECIAL I _ I I II I I PROVISION, AND IN ACCORDANCE WITH THE DETOUR AND PHASING PLANS. TRAFFIC CONTROL AND I = tf I I I SAFETY DEVICES SHALL BE PLACED AND MAINTAINED TO THE SATISFACTION OF THE CITY ENGINEER. NOI �� II I ' " -_ '` I I '°.. � z SUCH DEVICES SHALL BE REMOVED OR RELOCATED WITHOUT APPROVAL OF THE CITY ENGINEER. 0227-012-24 6. PRIOR TO PERFORMING ANY EXCAVATION ON THE PROJECT THE CONTRACTOR SHALL SUBMIT SHORING _ ` ' ;, ' -_ 'mm DRAWINGS TO THE ENGINEER FOR APPROVAL AND FOR REVIEW BY THE CITY ENGINEER. IF SUCH �I SHORING DOES NOT CONFORM TO STATE OF CALIFORNIA CONSTRUCTION SAFETY ORDERS DEALING WITH �` EXCAVATIONS AND TRENCHES AS ISSUED BY THE DIVISION OF INDUSTRIAL SAFETY THEN SHORING CALCULATIONS AND DRAWINGS SHAL BE PREPARED BY A CALIFORNIA REGISTERED CIVIL ENGINEER. - t - - 7. DESIGN OF THE R.C.P. SHOWN ON THE CONTRACT DRAWINGS IS BASED ON THE ASSUMPTION THE PIPE +' WILL BE INSTALLED IN ACCORDANCE WITH THE PIPE BEDDING DETAIL AS SHOWN ON CITY OF RANCHO CUCAMONGA STD. DWG. NO. 341. IF THE TRENCH WIDTH EXCEEDS THE OUTSIDE DIAMETER OF THE rt E CONDUIT PLUS 20 INCHES, THE BEDDING SHALL BE MODIFIED AND/OR PIPE OF ADDITIONAL STRENGTHIi SHALL BE PROVIDED. THE PROPOSED MODIFICATION SHALL BE APPROVED BY THE CITY ENGINEER. s .� ..m_ 1 I � [ I I (, ..1 I I ,��.--:._ _:. I � � ...a...__.__.m � u;ctarf�-5tm;:: _.;:Yciisr��•3d– :_.. _. —Yittoil� St ..�.. 8. TRENCH BACKFILL SHALL CONFORM TO THE CITY OF RANCHO CUCAMONGA STD. DWG. NO. 120 AND _IEv EI L ni II I e {s SHALL BE VERIFIED BY COMPACTION TESTS TO THE SATISFACTION OF THE CITY ENGINEER. A7E ' II II t 9. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND I -; III �� r AND ALL SUB-GRADES SHALL BE PERFORMED, AT NO COST TO THE CITY OF RANCHO CUCAMONGA. m I I I I I PROJECT A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVALSITE --- .. . ...rLATERAL A_1._s` PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. G 30" R.C. 10. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE 7, i OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. "V,a - - - BORING LOGS ARE MADE AVAILABLE FOR THE CONTRACTOR FOR SUCH USES AS HE MAY CHOOSE � � • 11. SOIL BOR ', LINE 9.� _ _ a r , TO MAKE OF THEM IN THE PREPARATION OF HIS BID. THE CITY OF RANCHO CUCAMONGA GIVES NO _. w w w � — . 30:.&36.... ,.R. C.P. 84 R.C.P. !a I GUARANTEE, EITHER EXPRESSED OR IMPLIED, THAT SUCH SOIL BORING REPRESENT A TRUE AND � r f ij� ,' .:..-:.: f :, .� s§k a t : -• _,,,, a, .* ,s'p'y q itA!f.. ,;- =�' rte.`'-.::: COMPLETE CROSS—SECTION OF ALL THE MATERIAL TO BE ENCOUNTERED IN PERFORMING THE -,-T ... "'� _ .t :>.-` —,;...-:,, :; Qt93��:f�`.. � ,�_ -CiS.I�I-..; �. �i F ��-._ •u-- 1C�-,�- s^a EXCAVATION AND EARTHWORK ON THIS PROJECT. �� . -•" - °' .:' ! __ -Ua =La as f ,a _. „ ':;": - _:, -.b t ,3 —..—_: 'GS' 0.1 i:: - , T. , �:,.:..... Om 1056ft ' UTILITIES ARE INDICATED ON THE DRAWINGS TO BE SUPPORTED SAID SUPPORTS SHALL BE IN _ 12. WHERE � mm _ NOW ACCORDANCE WITH CITY OF RANCHO CUCAMONGA STD. DWG. NO. 339 UNLESS OTHERWISE INDICATED. I ' 11 I b 13. CITY APPROVAL OF THESE PLANS DOES NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR THE I {' CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE I� VICINITY MAP REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. ` � INDEX MAP � I -f45 ' NOT TO SCALE 14. WORK SITE AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN, AND HAZARD FREE, ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE PUBLIC WORKS SCALE: 1" = 100' INSPECTOR. 15. CONTACT UNDERGROUND ALERT AT 1-800-422-4133 AND ALL AFFECTED UTLIITY COMPANIES AS REQUIRED TWO (2) WORKING DAYS PRIOR TO EXCAVATION, PROVIDED ARE THE FOLLOWING: A. SOUTHERN CALIFORNIA EDISON (909) 357 — 6231 7951 REDWOOD FONTANA, CA. 92336 B. VERIZON (909) 469 — 6340 NOTICE TO CONTRACTOR CONSTRUCTION NOTES AND QUANTITIES: C. SOUTHERN CALIFORNIA GAS COMPANY (909) 335 - 7583 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES P.O. BOX. 3003 1 CONSTRUCT 30" R.C.P. STORM DRAIN, 1250-D, PER CITY STD. PLAN 341, TYPE II 63.6 L.F. SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE REDLANDS, CA. 92373 BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON O2 -- CONSTRUCT 36" R.C.P. STORM DRAIN, 1250-D, PER CITY STD. PLAN 341, TYPE II (PORTION WITHIN CITY R.O.W. TO BE INSTALLED BY OTHERS) • • • • • • • • • • • • • • 201 L.F. D. CUCAMONGA VALLEY WATER DISTRICT (909) 987 - 2591 THESE PLANS. THESE PLANS ARE NOT INTENDED TO SHOW LOCATIONS OF ELECTRICAL 3 CONSTRUCT 84" R.C.P. STORM DRAIN, 1500-D, PER CITY STD. PLAN 341, TYPE II (TO BE INSTALLED BY OTHERS) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 83.72 LF. ASHFORD STREET LINES, LANDSCAPE IRRIGATION LINES, ETC. THE CONTRACTOR SHALL TAKE DUE 10440 AS RANCHO HFORD NTA, CA. 91730 PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES AND STRUCTURES SHOWN ON a4 — CONSTRUCT TRANSITION STRUCTURE'N0. 3, PER CITY STD. PLAN 336 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ' • • • • • • • • • • • ' ' ' ' ' ' • • 1 EA. THESE PLANS. E. CHARTER COMMUNICATIONS (909) 880 - 0220 5� TRENCH REPAIR PER CITY STD. PLAN 120 • • ' " " " " " " " " " " " " " " " " " ' L.S. 4240 HALMARK PARKWAY THE EXISTING UNDERGROUND UTILITIES AND SUBSTRUCTURES IDENTIFIED ON THESE PLANS 6 REMOVE EXISTING R.C.P. STORM DRAIN. (REMOVAL WITHIN CITY RIGHT-OF-WAY WILL BE BY OTHERS)- • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 270 L.F. SAN BERNARDINO, CA. 92407 WERE TAKEN FROM AVAILABLE RECORDS AND SHOWN ACCORDINGLY. IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PART 1 CONSTRUCT JUNCTION STRUCTURE NO. 2, PER CITY STD. PLAN 331 (TO BE INSTALLED BY OTHERS) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ' ' 1 EA. SECTION 5, THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING UNDERGROUND SERVICE g ALERT (ORCALTRANSON STATE HIGHWAYS) TO IDENTIFY ALL EXISTING UTILITIES, EXISTING CATCH BASIN PER STORM DRAIN PLANS DRAWING NO. 1715-D . . . . . . . . . . . . . . • • N/A � 16. THE FINAL SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL AND SHALL DETERMINE THEIR LOCATIONS & ALL UTLILITES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED AND ALL WHETHER SHOWN ON THESE PLANS OR NOT, O9 -- CONSTRUCT PIPE CLOSURE TYPE A, PER SBCFCD STD. S.P. 176 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . . . . . . • • • " . . . . . . . . . . . . • ' • " • • • • • 2 EA. UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE DEPTHS, INCLUDING SERVICE CONNECTIONS WHICH MAY AFFECT OR BE AFFECTED BY ITS SATISFACTION OF THE CITY ENGINEER AND RESIDENT ENGINEER. OPERATIONS PRIOR TO STARTING WORK ON THE PROJECT. IF CONFLICTING UTILITIES ARE �o REMOVE EXISTING PIPE CLOSURE TYPE A, PER SBCFCD STD. S.P. 176 (TO BE REMOVED BY OTHERS) • • • 1 EA. NOT BROUGHT TO THE ENGINEERS ATTENTION PRIOR TO THE START OF THE 11 REMOVE EXISTING DETENTION BASIN OUTLET STRUCTURE • • • • • • . . . . . . . . . . . . . . . . . . . . . . . . • • • • • 1 EA. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS PRIOR TO BEGINNING WORK ON CONTRACTORS WORK, THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY CHANGES, THE PROJECT. REVISIONS OR MODIFICATIONS. 12 REMOVE EXISTING HEADWALL AND TRASH RACK • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . . . . . . . . . . . . . . . . . . " " " . . . . . . • • 2EA. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATION" OF THE DEPARTMENT OF U.S. LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION SAFETY ORDERS". THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS DESCRIPTION OF REVISION DATE CITY AND SUBCONTRACTORS COMPLIANCE WITH THE "OCCUPATIONAL HEALTH AND SAFETY APPROVED REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUC11ON SAFETY ORDERS". CITY OF RANCHO CUCAMONGA CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE QRQFESS/fit RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF ���0 O PBou �o�� STORM DRAIN IMPROVEMENT PLANS THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING CO �� * yy z FOR HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN � No. 51299 TENTATIVE TRACT MAP 18826 CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR *, Exp. 6-30-12 * ROW 2012-00050 LIABILITY ARISING FROM SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. `rI,9JF CIVILO���Q APPROVED BY: DATE: -SAG z2- UNDERGROUND SERV/CEALERT �F �A��F CITY ENGINEER R.C.E. No. 53672 OWNER APPLICANT NOTICE TO CONTRACTOR - EXISTING UTILITIES RECOMMENDED = ENG/NEER REc ED • call.• TOLL FREE RBF ASSOCIA TES THE EXISTENCE AND LOCA77ON OF ANY AND ALL CONDU/75, U71UTY PIPES, AND S7RUCIURES SHOWN ON 7H/S SET CDD 811 CONTACT ION FRIEDMAN OF PLANS ARE OBTAINED BY A .SEARCH OF THE AVAILABLE RECORDS AT 7HE 77ME OF DESIGN AND ARE APPROX/MA 7F DRAWN C/NL DESIGN & DRAFANG, INC. SHEET STORM DRAIN T N m ' 1435 REYNOLDS COURT NEITHER 7HE OWNER NOR 7HE ENG/NEER ASSUMES ANY RESPONSIBILITY FOR U77LI77ES NOT SHOWN OR NOT IN THE 3791 PRAIRIE RIDGE COURT THOUSAND OAKS, CA 91362 LOCA7ION SHOWN. 7HE CON7RAC7OR IS REQU/RED TO TAKE DUE PRECAU77ONARY MEASURES TO PR01F'CT ALL THE CDD S/M/ VALLEY, CA. 93063 1 OF 2 OR pH•• (805) 373-2860 U77U77ES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. PH.- (805) 522-2622 1-800-422-4133 FAX. (805) 371-6163 CHECKED FAX (B05) 426-8016 DRAWING N0. 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