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HomeMy WebLinkAbout1376-D 0 ALL IN LIEU OF CONSTRUCTION FEES FOR BASE LINE ROAD/ETIWANDA AVENUE SHALL BE PAID TO THE CITY BEFORE ENCROACHMENT PERMITS ARE ISSUED PER CITY COUNCIL RESOLUTION NO.L� INE R`� AD GENERAL NOTES CONSTRUCTIQN NOTES: 1O 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLAMS, THE CITY OF RANCHO HIGHLAND AVENUE INSTALL 36"R.C.P. 1,147.67 L.F. CUCAMONGA, CALTRANS, SAN BERNARDINO CO. STDS. AND SPECS. AND STD. SPECS, FOR PUBLIC WORKS CONSTRUCTION CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR 2O INSTALL 33"R.C.P. 515.57 L.F. WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND 19TH STREET,_ SPECIFICATIONS. z �`° O INSTALL C.B. N0.3 PER CITY OF RANCHO CUCAMONGA STD. PROJECTpw > DWG. NO.504.W = 14',V = 4.82';WITH LOCAL SITE DEPRESSION PER CITY OF RANCHO CUCAMONGA STD.DWG. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN BASE LINE ROAD N0.518 CASE C. 1 EA. THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO O CONSTRUCT J.S.'A"PER CITY OF RANCHO CUCAMONGA STD. COST TO THE CITY OF RANCHO CUCAMONGA. j D DwG.oo.5015 z uz A = 60 ,B = 36",C = 10.46',D = 96", 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING a a E = s. 2a,F = 4.55,G = 3.66, L = 4.71 1 EA. DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THE CITY OF FOOTHIL L BOULEVARD 5 INSTALL C.B.NO. 1 PER CITY OF RANCHO CUCAMONGA STD. RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. DWG.,NO.502,W = 7',V = 4.72';WITH LOCAL DEPRESSION 4. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR PER CITY OF RANCHO CUCAMONGA STD. DWG. NO,518. CROSSING SHALL BE CONSTRUCTED PRIOR TO PAVING. a z MODIFY PER L.A.CO.F.C.D.STD. DWG N0.2-D461 FOR a CONNECTION TO UNDER SIDEWALK DRAIN. 1 EA. m w p 5. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY c=, a z m = 3 O CONSTRUCT J.S B PER CITY OF RANCHO CUCAMONGA STD. DWG, FOR THE CORRECTION OR ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. a UPON REQUEST,THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE w NO.509 '- A=CSD 6 = 18,C =3.07' CITY ENGINEER FOR APPROVAL. SAN BERNARDINO FWY D = D = 33',E =3.3 IG i 2 6. WORK SITE AND EXTERIOR STREETS SHALL BE IN NEAT, CLEAN HAZARD FREE, ORDERLY L - 5.22' STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE EL.R 69 INSPECTOR. EL.S = 12BID.15 1 EA 7. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF Oi INSTALL 18"R.C.P. 22 L.F. WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR Os TRENCH PAVEMENT REPAIR PER CITY RANCHO CUCAMONGA STD. DWG.NO.312. 6"A.C.OVER 6"CL.11 AGG.G.BASE. 15,120 S.F. NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. VICINITY MAP 8. ALL REQUIRED STAKES SHALL BE SET BY THE PRIVATE ENGINEER. N.T.S. O CONSTRUCT MANHOLE A PER CITY OF RANCHO CUCAMONGA STD. DWG. NO.510 2 EA 9. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 10. CITY APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM AND ESTIMATE OF QUANTITIES. cp 11. A SEARCH OF AVAILABLE RECORDS HAS BEEN MADE OF EXISTING PRIVATE AND PUBLIC 6• UNDERGROUND UTILITIES AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO `3 LOCATE THE UTILITIES OF EVERY NATURE WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR THE TOTAL COST OF REPAIR OR REPLACEMENT OF SAID UTILITIES DAMAGED BY OPERATION. f/N• GRADE 12. ALL STATIONING AND DATA REFERS TO THE CENTERLINE OF PIPE. _� NOTICE: CONTRACTOR SHALL BE AWARE OF EXISTING UTILITIES IN THE IMMEDIATE VICINITY OF PROPOSED STORM DRAIN 13. CONTACT UNDERGROUND ALERT 1-600422-4133 AND THE FOLLOWING UTILITY COMPANIES CONNECTION POINT AND POSSIBLE RELOCATION OF AS REQUIRED, 2 WORKING DAYS PRIOR TO EXCAVATION. 1295 I f!� L - 1295 THOSE UTILITIES. - _ CONTRACTOR SHALL COORDINATE CONSTRUCTION OF THESE IMPROVEMENTS WITH THE CITY OF RANCHO- ­PROVIDED FOR YOU CONVENIENCE ARE THE FOLLOWING: EL. S =/289. /3 S , O. 1841 7 w'9 CUCAMONGA'S BASELINE ROAD PROJECT W y POSSIBLE TO AVOID DISTURBING THE A. CUCAMONGA COUNTY WATER DISTRICT (714)987-2591 Z BASELINE ROAD PROJECT IMPROVEMENTS. Fk N. , °�e 9641 SAN BERNARDINO ROAD RANCHO CUCAMONGA, CA 91730 B. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818)969-7911 MR. BOB STALLINGS - FOR BASE LINE CONSTRUCTION I 1285 0 = /zso - 1285 EV. WW93 C. METROPOLITAN WATER DISTRICT (714) 593-7474CIV��° P.O. BOX 54153 EXT. 6461 LOS ANGELES, CA 90054 NOTE: UNDERGROUND ALERT CONTACTS: GENERAL TELEPHONE " AOD ►JOtES, BY GITY 4 Cle THIS STORM DRAIN SHALL BE CONSTRUCTED PRIOR TO AND IN FULL COOR #i ION AND /r SO. CALIFORNIA EDISON STA. 14 +24.33 A& COOPERATION WITH THE CITY'S CAPITAL IMPROVEMENT PROJECT. NO POR. 109 OF WORK DESCRIPTION OF REVISION DATE CITY SO. CALIFORNIA GAS COMPANY FOR THE CONSTRUCTION SHOWN ON THESE PLANS SHALL INTERFERE OR CAtJSC UNDO- , APPROVED. CABLE COMPANIES l / SCALE , H0RIZ HARDSHIP TO THE PROGRESS OF THE WORK FOR THE CONSTRUCTION OF THE CIT S �\J r aft Fjy VEI';T. i" 5 CAPITAL IMPROVEMENT PROJECT. ANY INTERFERENCE OR UNDUE HARDSHIP - I SULTS IN A COST CHANGE ORDER TO THE CITY'S CAPITAL IMPROVEMENT PROJECT, S �. CITY OF RANCHO CUCAMONGA IN THE CITY SEEKING COMPENSATION FOR THOSE COSTS FROM THE PERMITTEE F THE WORK CALLED FOR FROM THESE PLANS. ' . ►� IF THIS STORM DRAIN IS NOT CONSTRUCTED PRIOR TO COMMENCING THE CITY'S CAPITAL STORM DRAIN IMPROVEMENT PROJECT, THESE PLANS ARE NULL AND VOID. 331-9z TITLE SHEET v � S CIVIL �P _ l9l£ OF CA N`� TRACT 13886 PARCEL 11394 APPROVED BY: 1 DATE: 44z • EXP 3/31/92 BENCHMARK : CITY ENGINEER - R.C.E. NO. 22397 �_ R. E. 30435CHISELED „� WEST END CULVERT N/W DESIGN RECOMMENDED ASL PAUL G E PASADENA (818)792-3096 P. ; SOUTH SIDE OF E.R.R. TRACKS WEST SIDE SANTA ANA (714)979-1761 OF ETIWANDA AVENUE SOUTH OF VICTORIA DRAWN SHEET ConsultingEngineers20-PALM SPRINGS (619)34220 STREET. I OF 3 �ELEV. 1326 569 CHECKED R.CE. NO DRAWING NO. D E S C RCALE FILE NO 19 T I 0 N DATE N O. DESIGNED BY N.O.N0CHECKED BY N.O.N0 („= 4O' I5I7.I DATE FILE NO � R E V I S 1 0 N S DRAWN BY T.S. 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