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HomeMy WebLinkAbout1745 GENERAL NOTES: BENCH MARK: CALTRANS GENERAL NOTES: BASE LINE ROAD BENCH MARK No . 96-B AT THE NWC UE AND 19th ST . , 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLANS, THE CITY 1 . AN ENCROACHMENT PERMIT IS REQUIRED BEFORE ANY WORK MAY BEGIN 44 FT . W .OF HAVEN AVENUE C/L HAVEN AVENUE OF RANCHO CUCAMONGA STANDARDS, AND THE STANDARD SPECIFICATIONS IN OR NEAR THE STATE RIGHT OF WAY . z 6 83 FT . N . C/L 19th ST . , SET FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION . CONTRACTOR �," DRIVE PIN W/ C . S . TAG IN TOP SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE 2 . ALL WORK WITHIN THE STATE RIGHT OF WAY SHALL CONFORM TO THE .� TO THESE STANDARDS AND SPECIFICATIONS AND APPLICABLE SUPPLEMENTS. LATEST STATE STANDARD PLANS & SPECIFICATIONS OR AS DIRECTED 4' 3� AT THE E . END OF A HEAD WALL BY THE STATE 'S REPRESENTATIVE (STANDARDS OTHER THAN THE STATE TERRA FOR 3-24° CMP . ELEV . =1430 .686 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER MUST BE PRE-APPROVED AND JUSTIFIED. �7 V/STA J�, POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC . SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN 3 . NO EQUIPMENT OR MATERIALS MAY BE STORED ON THE STATE RIGHT OF WAY. ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED, OR PROTECTED IN PLACE AS REQUIRED AT NO 4 . ALL DISTURBED AREAS IN THE STATE RIGHT OF WAY MUST BE TREATED FOR COST TO THE CITY OF RANCHO CUCAMONGA . EROSION CONTROL (HYDROSEEDING OR EQUIVALENT, OR AS DIRECTED BY 40, STATE 'S REPRESENTATIVE) . THE RESPONSIBILITY FOR MAINTAINING VIEW .o W 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE EROSION CONTROL WILL NOT BE RELEASED UNTIL THE SEEDING IS WELL 4/4, 9'P Z HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY ESTABLISHED. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE COST �'� > 8 DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY OF CALTRANS CLEANING ANY DRAINAGE STRUCTURES/CHANNELS WHICH HAVE 9� a W FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN BECOME CLUTTERED WITH DEBRIS AND/OR SILT AS A RESULT OF, OR CAUSED W ON THESE PLANS. BY, THE CONSTRUCTION PROJECT . , 99 a W J 4 . A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA 5 . THE STRUCTURAL SECTION SHOWN WITHIN THE STATE RIGHT OF WAY W ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION IS FOR ESTIMATING PURPOSES ONLY . THE ACTUAL SECTION WILL BE y WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY . DESIGNED BY A SOIL ENGINEER AFTER NATIVE SOIL TESTING HAS BEEN W N COMPLETED . A TRAFFIC INDEX (TI) OF 11 .0 SHALL BE USED IN THE 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. DESIGN OF THE TRAVELED WAY, AND A TI OF 7 .0 SHALL BE USED FOR ; 10010 0 PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT THE SHOULDER DESIGN . THE LABORATORY REPORTS AND THE DESIGN POINTS WITHIN 0 .01 FOOT OF SUB GRADE ELEVATION AND AT NOT MORE CALCULATIONS SHALL BE SUBMITTED TO THE STATE 'S REPRESENTATIVE SZ THAN 50 FOOT INTERVALS . ADDITIONAL PAVING STAKES MAY BE REQUIRED FOR APPROVAL PRIOR TO CONSTRUCTION OF THE STRUCTURAL SECTION. �R�►'f BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS . 6 . ALL STATE DRAINAGE STRUCTURES MUST FIRST BE COMPLETELY CLEANED > GHORGH 6. ALL SEWER WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS, OF DEBRIS AND/OR SILT BY THE CONTRACTOR PRIOR TO MAKING THE I uj MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING . CONNECTION . z PRO.JEG a 7 . COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, 7 . THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ANY STATE W `.i(TE COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED DRAINAGE FACILITY WHICH IS CONNECTED TO OR DIRECTLY AFFECTED 00 HILL BOULEVARD AT NO COST TO THE CITY OF RANCHO CUCAMONGA . A WRITTEN REPORT WITH BY THE CONTRACTOR'S OPERATION SHALL BE CLEAN AND OPERATIONAL THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER PRIOR TO FINAL ACCEPTANCE OF THE PERMIT WORK BY THE STATE . �- FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR ADEQUATE CLEAN-OUTS AND ACCESS OPENINGS SHALL BE PROVIDED IN SURFACING . ANY CONSTRUCTION WITHIN THE STATE 'S RIGHT OF WAY FOR FUTURE VICINITY M A P MAINTENANCE AND REPAIR WORK AS NEEDED. THIS WORK SHALL BE B. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED FURNISHED AT NO COST TO THE STATE . TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT B. WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BE PROTECTED _ PAVING. OR SHALL BE REFERENCED AND RESET PURSUANT TO BUSINESS AND PRO- FESSIONS CODE, SECTIONS 8700 TO 8805 (LAND SURVEYOR'S ACT) . 9. PRIOR TO THE INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINA- 9. THE PAVEMENT MUST BE SAW-CUT 2' MINIMUM FROM THE EDGE OF TIONS COMPLETED TO VERIFY R-VALUE, SIEVE ANALYSIS AND SAND PAVEMENT . THE SAW-CUTS MUST BE PERPENDICULAR OR PARALLEL TO EQUIVALENT OF AGGREGATE BASE . THE STATE HIGHWAY CENTERLINE . 10 . PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT 10 . ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS PRIOR TO CONSTRUCTION CONFORMANCE WITH THE CURRENT EDITION OF THE TRAFFIC MANUAL, OF THE STRUCTURAL SECTIONS. PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, AND THE SPECIAL PROVISIONS . ALL PAVEMENT MARKINGS SHALL BE 11 . WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS THERMOPLASTIC UNLESS OTHERWISE NOTED ON THE PLANS . OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR 11 .THE EXACT LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE FIELD DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A BY THE STATE 'S REPRESENTATIVE . QUALITY BETTER THAN THE NATIVE MATERIAL . 12.ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON THE 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS PLANS SHALL BE REMOVED FROM THE PAVEMENT BY SANDBLASTING BY THE STERILANT REGISTERED BY THE E .P. A . FOR USE UNDER A . C . AND P.C .C . CONTRACTOR. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 13. ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED OR RELOCATED BY THE CONTRACTOR. RELOCATABLE SIGNS SHALL BE INSTALLED AS SPECIFIED ON 13.ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE THE PLANS OR AS DETERMINED IN THE FIELD BY THE STATE ' S CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN REPRESENTATIVE . DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A GONSRUGTION NOTES FOR STREET TREES= BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT 14 . ALL SIGNS, ROADSIDE MARKERS, ELECTROLIERS, ETC ., SHALL BE PROTECTED 1. ALL STREET TREES ARE TO Sf PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE AND/OR REPLACED IN-KIND ACCORDING TO THE CURRENT STATE STANDARD CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK . PLANS AND THE CURRENT TRAFFIC MANUAL, AT NO COST TO THE STATE . 2. PRIOR TO THE COMMENCEMENT Of ANY PLANTING, AN AGRONOMIC SOILS REPORT 14 .STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBERS 401-A 15. THE IRRIGATION CONDUIT WORK WITHIN THE STATE RIGHT OF WAY SHALL SHALL 13E FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR AND 401-B SHALL BE CONSTRUCTED AT EACH INTERSECTION. CONFORM TO THE PROVISIONS IN SECTION 20-5 IRRIGATION SYSTEMS, OF NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL SOIL AMMENDMENTS. AS CALIFORNIA STANDARD SPECIFICATIONS, DATED JULY 1992. DETERMINED BY THE CITY INSPECTOR. 15 .CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED ENGINEERING DIVISION. DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL . 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. 16.WORK SITES AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. GONSTRUGTION NOTES= QUANTITIES= STREET TREE SG"EDME 17 .NATIVE SOIL IS TO BE SCARIFIED OR RIPPED BETWEEN MEDIAN CURBS PRIOR (DCONSTRUCT 8' THICK P.G.G. FOR OUS SAY- NIGHT TURN LANE FM GRY 2,160 5.F. BOTANICAL NAME COMMON NAME SPACING SIZE QUANTITY TO FILL PLACEMENT . STD. NO. 111• 18 .CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED, TWO WORKING DAYS (D CONSTRUCT 8" P.G.G. CURB ONLY PER CALTRANS 5TD. N8-A. TYPE Al-98. 258 L.F. O RHU5 LANGEA AFRIGAN SUMAC, 20' O.G. CMIN.) 15 GAL. 8 PRIOR TO EXCAVATION. PHONE NO. 1-800-422-4133 O3 CONSTRUCT 4' SIDEWALK PER CITY Eta. rb. 114. 6.600 S.F. PLATANUS LONDON PLANE 30' O.G. CMIN.) 15 GAL" 4 PROVIDED FOR YOUR CONVINIENCE ARE THE FOLLOWING . O ACERIFOLIA TREE MUST BE BEHIND O CONSTRUCT HANDICAP RAMP PER CALTRANS STD. 718-B. CASE "f'. 1 EA. A T A .A . SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 MR. JAMES FREI O5 5AWCUT AND REMOVE EXISTING P.G.G. CURB AND GUTTER. 289 L.F. FOR BASE LINE ROAD CONSTRUCTION O ADJU5T MANHOLE TO GRADE NEW GRADE. 1 EA. B. GENERAL TELEPHONE COMPANY (800) 483-3000 FOR UNDERGROUND SERVICE O7 ADJUST EDI50N BOX / GTE BOX TO NEW GRADE. 4 EA. PLACE INFORMALLY , PER PLAN C . SOUTHERN CALIFORNIA GAS COMPANY (BOO) 427-2200 RESIDENTIAL O RELOCATE STREET LIGHTS. ADD 8' MAST ARM BY SCE;TO 8E Cr MVRUTED 2 EA. 1981 W. LUGONIA AVENUE (800) 427 2000 COMMERCIAL A*10 I°16.ID Foom BK DGVELOPsTk . REDLANDS, CA . 92373 O RELOCATE FIRE HYDRANT BY OTHERS. 1 EA. D. CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 10 RELOCATE WATER METER BY OTHERS. 1 EA. 9641 SAN BERNARDINO ROAD RANCHO CUCAMONGA, CA . 91730 11 RELOCATE EDI50N BOX / GTE BOX BY OTHERS. 4 EA. CURVILINEAR SIDEWALK NOTES : E . METROPOLITAN WATER DISTRICT (909) 593-7474 12 RELOCATE SIGN AS DIRECTED BY GITY INSPECTOR. 1 EA. CUMVILIAI 610EWAI-K L994LL BE aWSTRUCTED /N C "MtA4ANG_ WrT# S1D• Dw .. 700 N. MORENO AVENUE LA VERNE, CA . 91730 13 CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER CITY 5TD. PLAN 101 TYPE G. 1.770 S.F. NO. 114 . THE 6ENER4 UNE' AAto Gx4CE SfG4LL ,BE AS SNOWN Ov 7W5 44yDSX40F F . SOUTHERN CALIFORNIA EDISON COMPANY (800) 655-455514 INSTALL 2' GALVANIZED STEEL PIPE WITH PULL ROPE. 1.180 L.F. 10LAA1, AP PMOVAL OP 7')VeFN4L LA Y&17' Gig S/AEWALKS S#,41-1- A-- 7951 REDWOOD AVENUE MADe /At 771E FIELD AND 14D,1147W AS NEC9I&WY 70 f/T &r/ST/NG EGD FONTANA, CA . 92336 15 INSTALL 3' GALVANIZED STEEL PIPE WITH PULL ROPE. 75 L.F. 40ND/7161VS AC APl°ROVE,0 OY 77IE P%WIC WOW /NS)tLI-C76A AND P940I G. PACIFIC TELEPHONE COMPANY (714) 999-5639 16 INSTALL PULL BOX NO. 5 PER CALTRANS STD. PLAN E5-8. 7 EA. P"tVI AR/OR 7D PI aWS77RC1CT10/V . 7#E PR'AWC /'YI7AIII /NSPEC7VR 01MILL W NOT/F/ED�4 MINIMUM A'r 46 #OURS 1°1e/OA 7D 4N71C/i947= )97K.D /NSpeCTION. 19 .THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT 17 INSTALL PULL BOX NO. G PER CALTRANS STD. PLAN E5-8. 2 EA. /N 771E EVENT MAJOR CXANGES ARE MO/R>SA0 71D 7NE aW0M/A1_ S/OL7N.4Lk SHALL NOT BE PLACED UNTIL ALL UTILITIES 6 UTILITY LATERALS WITHIN 1AYOU7 PYAN, 77V0 6I of R&D - LlN-D PL41YS QYOWMIG 7-#e PQoJ°I,SFD THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE IMPROVEMENTS 18 INSTALL 15 GALLON STREET TREES PER STREET TREE'S CONSTRUCTION 12 P.&, INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE NOTES AND SCHEDULE ON THIS SHEET. &.41ANGE'S SHALL BE SUk1M/rr0,0 AT THE Qwo 77MC• 7#& 48 f,(ups NOT/CG PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE " 16 GIVL-N 7V 171E c/7-! SATISFACTION OF THE CITY ENGINEER . ® CONSTRUCT g Too 1'.CG. CUP,0, 5krX TRAIII4 . 20 .ON THE INTERIOR STREETS WHERE SIDEWALK IS ADJACENT TO THE CURB, ® OAMUT , REMOVE �D REPLACE &" AG PAVEMENT. 5(07 S.F. THE INSTALLATION OF STREET LIGHTS, STREET SIGNS, AND FIRE HYDRANTS DESCRIPTION f REVISION SHALL BE LOCATED BEHIND THE SIDEWALK . DATE APPROVE PRIVATE ENGINEER ' S NOTICE TO CONTRACTORS EXISTING SURVEY MONUMENTATION _CITY of RANCHO CUCAMONGA_-- C . U . P . 99- 25 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES ACCESS D R I V E SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THAT COULD BE DISTURBED BY THIS PROJECT . ALL SAID MONUMENTS WHICH CURRENTLY THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: TERRA V I S T A COMMONS PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS . THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT N O N E FOOTHILL BLVD. .. BET. ELM & MILLIKEN SHOWN ON THESE DRAWINGS . THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- Underground Service Alert APPROVED BY* DATE 1/l/5 02� m IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION g OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT QAOf E SSIO CITY ENGINEERLPRCE No. 24953 m LL THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: CAQUO �ZLTO/v e/ ' r' AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER ��, y� DESIGN MADOLE E ASS IATES, INc. RECOMMENDED I AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, TOLL FREE y OF THE INLAND EMPIRE LO DATED: 40av l�V 1 _ . ._ C �^ E � � / 6 00 1_8 0 0 r m CONSULTING CIVIL ENGI1ERs IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING No. !4814 m 9 LAND PLANNERS - LAND SURVEYORS FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE J. M. MADOLE R.C .E . NO. 14814 DRAWN 10601 CHURCH STREET SUITE 107 SHEE1 Exp: 3-31-01 �t it �� RANCHOCUCAMONGA. GA. CA 91730 ENGINEER. - , CONTRACTOR SHALL VERIFY A)_L CONDITIONS AND DIMENSIONS AND SHALL REPORT sr�T CIV1�- Q��! 1- OF 2 Z TWO WORKING DAYS BEFORE YOU DIG F OF CAIIF� CHECKED _ _ _._ RCE No 14814 DRAWING N O . ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. -7 MB DATE LQ__JW_ FILE No �5 11LE SHEE1 TERRA VlS'A COMMONS - 2110, 2/ P� 763 282 01-Jun-00 10: 09 AM / 126-644-1 PROJECT SHT . NO . OF DWG. DATE W O Q {.. , ✓` ,�.,..r ,*+'rvr}-w+..:�•,;_`r-„r �,�.y.r w�•w...:,.,,Jy.., .a-;•'•+-v«Wr-w«+"�'r'. 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