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HomeMy WebLinkAbout1345 TRAC r I N IF 011113873 I GENERAL NOTES IN THE CITY OF RANCHO CUCAMONGA CONSTRUCTION NOTES & ESTIMATED QUANTITIES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD CONSTRUCTION a--CONSTRUCT 3 " A.C. OVER 4 " A.B. PAVEMENT. `� //,825 5F SPECIFICATIONS FOR PUBLIC'WORKS CONSTRUCTION - CURRENT EDITION. NOTES FOR STREET TREES CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE (D-CONSTRUCT 8" CURB W/24" GUTTER PER CITY OF RANCHO FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. CUCAMONGA STD. 303. 404 LF 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER I. ALL STREET TREES ARE TO BE PLACED IN ACCORDANCE WITH CITY 3a--CONSTRUCT TRANSITION CURB AND GUTTER FROM 8" CF POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC., SHOWN OR NOT STANDARD 601. TO 6" CF PER CITY OF RANCHO CUCAMONGA STD. 303. 69 LF SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL 2. ALL STREET TREES SITALL BE STAKED AND PLANTED ACCORDING TO CITY &-CONSTRUCT 10' TRANSITION CURB AND GUTTER FROM BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT STANDARD 605A. NO COST TO THE CITY OF RANCHO CUCAMONGA. 0 ROLLED CURB TO 6" CURB AND GUTTER PER DETAIL 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA 3. SOIL FERTILIZING AND CONDITIONING SFIALL BE IN ACCORDANCE WITH s SHEET NO. 1. I EA SECTION 212-1.2 OF TIIE STANDARD SPECIFICATIONS FOR PUBLIC WORKS W CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR J ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION. TYPE I ORGANIC SOIL AMENDMENTS SHALL BE USED WITH Z �-CONSTRUCT 4' WIDE SIDEWALK PER CITY OF RANCHO RIGHT THE RATIO OF 1 PART ORGANIC AMENDMENTS TO 3 PARTS NATIVE SOIL. �d CUCAMONGA STD. 310 AND 311. 1,808 5F EW WAY. ALL AMENDMENTS ARE TO BE THOROUGHLY MIXED PRIOR TO LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO SPRR Z 4. ALL SEWER, WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY BACKFILLING. a- BOO---CONSTRUCT HANDICAPPED RAMP PER CITY OF RANCHO PAVING. 4. FERTILIZATION OF ALI, STREET TREES SITALL BE PER THE Q w CUCAMONGA STD. 310. 4 EA S. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH RECOMMENDATIONSOF AN AGRONOMICSOILS REPORT FURNISHEDTOTHE Y BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL CITY INSPECTOR. wO Z �- w > BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. a[ U A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED 5. NO STREET TREE SHALL BE PLANTED W}IERE THE CENTER OF THE TRUNK U > Q IS CLOSER THAN THREE FEET (3') TO THE FACE OF CURB, UNLESS PROJECT $�-REMOVE EXISTING BARRICADE. 32 LF- TO THE CITY ENGINEER, FOR APPROVAL PRIOR TO THE PLACEMENT � BASELINE ROAD Q v OF BASE MATERIALS AND/OR SURFACING. OTHERWISE NOTED: 6. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE Z 9a-SAWCUT AND REMOVE EXISTING A.C. PAVEMENT. 428 5F SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR 6. ALL STREET TREES ARE SUBJECT TO INSPECTION ANDACCEPTANCE BY THE Q CITY ENGINEER. } DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND Q F }0 SAWCUT AND REMOVE EXISTING CURB AND GUTTER. 75 LF GRADATION OF ASPHALT PAVING. w 7. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOILS WHICH I) SAWCUT AND REMOVE EXISTING SIDEWALK. 544 5F CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED 12 CONSTRUCT 8" CONC. APRON. 640 5FBY REMOVING ALL ROCKS 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 MATERIAL. �� @_CONSTRUCT 6" CURB ONLY PER CITY OF RANCHO CUCAMONGA 8. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM VICINITY MAP STD. 301. (g LF RESPONSIBLITY FOR THE CORRECTION OF ERROR AND OMISSION NT.S. l4 " CF TO 6" CF PER CITY DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED CONSTRUCT CURB ONLY TRANSITION 8 PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER OF RANCHO CUCAMONGA STD. 301. 43 LF- FOR FFOR APPROVAL. �-- CONST. LOCAL DEPRESSION PER CITY STD. 518 & DETAIL 9. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD ON SHEET 2. ! EA. FREE, ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. /6 lNSM4e- SZ7P.CeGc;KlOfCIO a?-6C G011tcCk/AM?ZFOt'rh'1KX,�N 2 EA 10. THE REPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING Cll'YCS em"VI�'ICcS�'��Z')11N� e`'M&D<-ON 1-zw REPAIR AND PAVING REPLACEMENT IN CONNECTION WITH SEWER AND WATER, GAS, PHONE, ELECTRIC, OR ANY OTHER UTILITY LINE , /7 /N�SI,kZ STOr° S/G/V &4rll1/A9/1C/NEAND S1010eE6C/VD INSTALLATIONS WILL BE THE RESPONSIBLITY OF THE OWNER, AND SHALL PE,P C/TY Of RANCf/D CUCAil�10N6.4 STD. 40/4 CD2 - / Eq BE ACCOMPLISHED IN COMPLIANCE WITH APPURTENANT ORDINANCES AND STANDARDS. /8 INSTALL STREET NAME SIGN PER CITY OF RANCHO 11. ANY CONTRACTOR PERORMING WORK ON THIS PROJECT SHALL CUCAMONGA STD. 401 & 402. - / EA FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR l9 ADJUST MANHOLE TO GRADE. 2 F4 INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 12. SHADING ON STREET PLANS INDICATE A.C. PAVEMENT, DETERMINED r BY STRUCTURAL SECTION, TO BE INSTALLED. 54 Yp) I 2/ INSTALL 18" RCP (D-LOAD PER PROFILE)_ .__._ I 86 LF 13. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. 27' 27` TRANS , Ilil PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT /0 / ',. @22 INSTALL 27" RCP (D-LOAD PER PROFILE) 330 LF POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE 5 5" 22' 22 5` 4 �� 23 THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE PU.E � a--- CONST. CATCH BASIN NO. 3 PER CITY STD. 504. / EA REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL 2 CURVE AREAS. 2, 0.50 / r- ' \� I I O- CONST. MANHOLE A PER CITY STD. 510. 2 EA 14. SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION, 2 0019 2 I Jill SHALL BE SET BY THE CONTRACTOR OR ENGINEER. THE STAKES SHALL 2X- LEVEL UNE �11.._. Q . 25 CONST. JUNC. STRUC. "A" PER CITY STD. 508. / Eq - BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50' INTERVALS. 26 CONST. BRICK & MORTAR PLUG. l EA ADDITIONAL STAKES MAY BE REQUIRED BY CITY ENGINEERS AS NEEDED / 0ZM(--AI1 leV?V G_ ',YA3 MN c 3 "COM3,' S1 1t' IN A000?-e,-X4AcE AT WARPED OR VERTICAL AREAS. 27 K'IIcNC-$C'!`:ANIS (,-,;CIlY6110.6` 6 j Com. 15. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS TYPICAL SECTION CURB TRANSITION DETAIL 28 REPLACE EXISTING 4" A.C. OVER 4" A.B. PAVEMENT, STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. MATCHING EXISTING LINES AND GRADES 4532 SF ' SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED �- RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. O /N A - PA /M AT WOOD STREET ( NTS) ST LL/ z9 R 26 lNO .P,C'/N6'ANYT E) S'/6NPEP CAL,7,4N5 16. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR TR,417-1C M,4NU,4L - SECT/ON 4-?d `Y/Tf1R7ST iYHENNEEDEO. e1A. THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE T•1• - 5 R = 68 / 30 INST,4LL R-269 ,W 0,4,?K/ e6;116PETO CaM;f) S/6N PER SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS 441TRANS TRAFF/C IV54N6sWl - SECT/DN 4-28 ^r//AvST WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES IVNEN /►'EEDEO. /EA. SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. / 3/ /NSTALI W-53 S/6N.PeR 17. CONTACT ALL UTILITIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. CACTRANS TRAFF/C AMNl/AL - SECT/ON 4f-?6 H'/THPoST. /64. 18. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY SIEVE ANALYSIS AND SAND PRTVATE ENGINEER'S NOTICE TO CONTRACTOR EQUIVALENT OF AGGREGATE BASE. THE EXISTANCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR 19. CONTACT ALL UTILITIES AS REQUIRED, 2 WORKING DAYS PRIOR TO CURB ZINE STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF EXCAVATION PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: 5-0.025 AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO (SEE UTILITY LISTING HEREON) 6' 24" / .. EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR - 3/8 LIP _ 20. PRIOR TO 1NS'fALL.. jjiq OF ANY PAVING A MATERIAL'S REPORT SHALL � IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS TO PROTECT THE UTILITY CONTACT ,4T S z-91 TC ELEV iPELOC ED CU.?B RETU�PN E ADD Sl.Q/P/NG',4N0 S/6N/NG ,�-?8-9/ -� 1 / BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR //2 R TOP OFP��f�fT. UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SE-TOWN ON THESE .� 112'R � PLANS. DETERMINATIONS COMPLETED TO VERIFY SIEVE ANALYSIS AND SAND N 6" ad CONTACT THE FOLLOWING, AS REQUIRED, 2 WORKING DESCRIPTION OF REVISION DATE APPcffy ROVED. EQUIVALENT OF SAND BASE. /2 ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON DAYS PRIOR TO EXCAVATION 21. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALVE AND �� 8" OR RELATED TO THESE PLANS SMALL CONDUCT THEIR OPERATIONS S GENERAL TELEPHONE COMPANY: (800) 422-4132 O THAT PAVEMENT TESTS TAKEN TO CENTERLINE STRUCTURAL SECTIONS (PRIOR ;�-;, ,:I - ;:,,.? ,:•; ;-. ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC 280 SOUTH LOCUST, CITY OF RANCHO CUCAMONGA TO FINAL PLAN APPROVAL). IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY P.O. BOX 2920 WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATT,"NS" OF THE U.S. POMONA, CALIFORNIA 91766 22. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". STREET IMPROVEMENT PLANS FOR PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE 7.5~ 25~ SOUTHERN CALIFORNIA EDISON: (714) 529-2070 CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH THE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND THE CIVIL ENGINEER SHALL NOT BE ONSIBLE IN ANY WAY FOR THE 2191 EAST BIRCH STREET (714) 529-2889 ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS AREDETAIL O �" CF & ��" GUTTER "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. BREA, CALIFORNIA 92621 REMOVED AND REPLACED TO THE $ATISFACTION OF THE CITY ENGINEER. DEPARTMENT OF INDUSTRIAL RELATIONS'"CONSTRUCTION SAFETY ORDERS". TRACT NO. 13873 CUCAMONGA WATER DISTRICT: (714) 987-2591 (NO SCALE) CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 9641 SAN BERNARDINO ROAD RESPONSIBLITY FOR JOB SITE CONDITIONS DURING THE COURSE OF RANCHO CUCAMONGA, CALIFORNIA 91730 CONSTRUC'T'ION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND APPROVED BY.' DATE: NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR RpFE�SIp SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER Q - Nq� CITY ENGINEER RCE. N0. =Z3 HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION ft . WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE ,`Qa \i BENCH MARK B.M. 1638 DESIGN I^,WORSECONSULTINGGROUP RECOMMENDED NEGLIGENCE-' OF THE OWNER OR ENGINEER. c.� ELEV. 1297.297 M.C.G. /V`lll % , G_ ., ENGMMIG . sixir,, G ,�" ^' . 4860 IRVINE BOULEVARD,SUITE 1201 No 20596 24 EAST OF � ETIWANDA IRVINE, ,IFORNIA 92720-1999 Exp 93089 # AVENUE AND 40' NORTH DRAWN (71a)73o-7 17 FAX(714)730-7260 SHEET Q CIM OF (t BASELINE, SET BRASS M•C," 7 OF 3 fa� �/j,�00 ` qr pQ�, BENCH DISC. IN TOP OF ( /OF�A`� NE END OF A 4'X2' CONC. CHECKED � � � DRAWING No � BOX CULVERT. DATE f FILE NO 134-5 \ "I t ..� .. ` ......... ....................-.- .. , ,. ......... ............ ..... , .,.... ................. .. .... w ►v L ►, S n m (1 }...I-- - :.-.......,I...:. 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