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HomeMy WebLinkAbout989 CONSTRUCTION NOTES AND ESTIMATED QUANTITIES * GENERAL NOTES NO. DESCRIPTION QUANTITY UN TITLE SHEET FOR 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA a STANDARDS AND THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE I CONST 3" A.C. OVER 4" A.B. 4 8,000 SF 2. ALL PIPELINAS ES ORE SUBSTRUCTURES Of ANY RIND, TELEPHONE OR POWER POLES, WATER METERS, 2 CONST 6" CURB a GUTTER PER STD. DWG. NO. 303 . (MODIFIED) 2633 L.FTRACT 12642 VALVES,f/RE HYDRANTS , ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY 3 CONST. 4" P. C.C. SIDEWALK PER STD. DWG. N0. 310 . 7 241 S.F LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 4 CONST. DRIVEWAY APPROACH PER STD. DWG. NO. 305 L 6600 SR 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR 5 INSTALL STREET NAME SIGN PER STD. DWG. NO. 402 3 EA RIGHT-OF-WAY. 6 INSTALL STREET LIGHT (5,800 LUMENS RPS- V ) 8 EA _. � ' TO A15T.S "rIOW 0,�N.A�,Wr47, 4 LAZE AWMxT 3W*ZL sE sr�aaW1rT&0V 70 r" C/T!' E.t/Glt/EER L/STJL� ALL TEs'T5' OR OETER�N/NAT/O�t/S COtiI�LETEO Tb VER/FY� S/ESE 7 CONST. UNOE�P S/OEly.9L,C O�PAIN ��P 5117 GYI�G /VO. 5107 (if10D. TD O/E� S6YALE) 9 LF '- w �i/�ILYS/S AA/O .S•4it/O EQU/l�4LE•VT OF .I!sC�PEGATE dasE _.- STREET TREES rER STD. OWG. NO. 601 46 �A S. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. '• 6. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND - AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A J 1 J C WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER, FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. I 7. AT THE COMPLETION OF PAVING MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. I LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY jr48/L/TI;' d!L CdiC 7rwr,4A1,p STEwF \ ,�A/!!L1'd'/S OF ASPECT PAY/A/C. A B I L i _ - - A�Jt S£ ED / PLAC ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE I / SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND LOT ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER 17 Ao �p THAN THE NATIVE MATERIAL. �9 6040 V It 1T � 9. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE • REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. __- 10- WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. All ABBOTT CO�I/PT / 13 57?FM T 11. THE RESPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING REPAIR AND PAVING �1 REPLACEMENT IN CONNECTION WITH SEWER AND WATER, GAS, PHONE, ELECTRIC OR OTHER UTILITY LINE / INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE40eM0,oP^ND SHALL BE ACCOMPLISHED IN I / COMPLIANCE WITH APPURTENANT ORDINANCES AND STANDARDS. W ! t4 3S 31 33 32 12. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND 36 SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR % INDIRECTLY FROM HIS OPERATIONSo4f&7hTR PAWSAVWFACILITIES ARE SHOWN ON THESE PLANS. tj 37 / 13. SHADING ON STREET PLANS INDICATE A.C. PAVEMENT, DETERMINED BY STRUCTURAL SECTION, BE W ( INSTALLED. �( 8 / _2r► 7 ' ,O ,J ^ / 3 \ I 15. ALL CURB AND GUTTER, WHERE GRADE IS LESS THAN 0.40%, SHALL BE STAKED WITH 3' OFFSETS AT 12.5' INTERVALS. PLACE 3/4" DOWEL PINS AT ALL E,XPANSION JOINTS. _- 1.6-. i&r MXdf 3'TXr7 A!� �5r.4A23" JW,4ZL Ar- A 4777707 ffW0AoW__,ol7'_,o9a 4v if AIF/7 - DK,lil C0/VT/P.4CTD/P /S TD DETE�P/W/�t/E f�/S Oti//V ) 39 — T=------- ---__ __~— _ - T.�T,�Lc H/diEiE /it/T.S', FACE OF fWk2rweA/,r R9/,(/w Ali, QO/ ~T O/- SUQ-a 4DE _A9664iVT/T/ES 4&49 BSO A CO/t�1PL ETE ✓O8. tom, � \ 1&Z-7-4770MI 4AIAP AT A107,ViPE TfOAl 50 -ooi lAlrePlS. 400/770/ACZ S,--4A- S A0fr QE ATWi7/TO v I CYC/T!'~141'EE.P,4s.t/EEOEO .4T Am'"e0 PC vERT/G4L CURf'E Al SIXrArS .T`wu 0 hl/l•4CE OP/OR TO tAY/NG M ol? 71V7 Cf,�ECA-AAV OF=&-CAll QP' 1A0-,PECT/0,t/ PLIAllill" \ 17. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE \ E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 18. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE PET . 046/7 6 5 4d 3 t 1 _ DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES I 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. ST,PE g/6A/ TYI�) 9. CITY APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM AND ESTIMATE OF QUANTITIES. STREET 9/0A'W' PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 SHALL BE I I ( I ( (CONSTRUCTED AT EACH INTERSECTION. BE Ph7rm-v WSP lAor A Zd V,4, eT A617W ^PMIW AM jA'EJV)- )►t3'T 7 DerhWoN/NE STiPUCT!/Al SECT149AA'IPSP/OSP 72V F/itKL-_ 2:oi / 40P/II> ' • - �'L ACL L/l/L/T/ES, flfY, h' '0e41V7S, Sl�PEET Li h7Y, 41WIC &V%2-Y, ETC, Sf/.4LL �4E PL,gL'E 2 Gf�p Tw S1019"GC. A��� , PRIVATE ENGINEER'S NOTICE TO CONTRACTOR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED XO NORMAL WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE s ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEDGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. I 1 THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION, AND SHALL BE a RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. i i I ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES ON STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY SEARCH OF AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE CONTRACTOR SO THAT ANY NECESSARY ADJUSTMENTS CAN BE MADE IN ALIGNMENT AND/OR GRADE OF PROPOSED IMPROVEMENTS. THE CONTRACT IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 50' I 215' 25' ro111110 7hF fo«ol✓�wo oofs ,�fo�/.�Eo, 7 ia' 7' �8 fi/OU/PS ��P/OSP TD EX��9�/�T/Ort/• -- -- ^.ocher Vrz _SOUM/1 Xw rNZ 'a* P� OW 4.014'o/I�AAtIr. sTCITY OF RANCHO CUCAMONGA 'SA'v�'v� ' t7/4)-529.2889 (7/4)527-2070IN 41&Z-,..l /.7% Z 7�—— y ' , SOZIMIZZ&�� /fa_-'f&/1f EQ/soil/l'o&oXA/,'= foorwzL f �' F►� STREET IMPROVEMENT PLAN i• UTURE TITLE SHEET 91 3 ONTi9Ri0, CAL. 17l0 — — — —— — — — 2 111xwLA1v-o AIDE FOR T.� S � L'ULAMOrt/G'/9 CO. l✓r9TE�P D/.3'TiP/C'T• � R� G 4/ 61191v BE.P�t/r��PO/it/O .FD. ^it/L'9 7 -?:591eme"amew, !'AL. 9/730 W TRACT 126 42 ' (7/4) 987-259/ GE�t/E�P�L &Zmphealor APPROVED BY DATE 2`Z MT. A880 T T C 0 UR T80 S. LoCu9r, BOX 292o CITY ENGINEER R.C.E. 23889 IVMONr9, CAL. 9/7GG DESIGN RECO NDED Mr. JOHNSON COURT : (eoo) 422 gi32 y ^9C/f/C GgELL eamplfxly: ALL & FOREMAN; INC. KA UFMAN aR DAD 3 3 COEo.c/ADO 97 DRAWN 3186-L AIRWAY AVE. SHEET 1160/ WILSHIRE BOULEVARD AN�9f/E/M, CA. 92807 COSTA MESA , CAL. 92626- 4673 LDS AA/6ELE5 CA. 90015-/748 (7/4) 999 5b39 {arc//!//rr/�1A/' (714) 641-8777 1 OF 3 (1/3) 3/Z - 5000 NOT To SCALE CHECKED Q. -gC4a-,,:••+-R.C.E.N0.2341Z DRAWING N0. { '1'Lr DATE -- FILE N0. - JN 3469 sh . i 1 . I . : . � I , � . � I � I I � 11 : *M Q>- . 11 ­­."­,�-__ 1. ­ _..,,1._...V- —. ............ � I If— ­­ I- - �. - �It , . 11 I z,7 I , !. ­++ ", . .I.I .�,, ,�-: ._.. - ..­�...........I_,­ -o.--.­ ­­I� N, 0) I i ! (3) o�' 3 ao w c0 PO ui (n Z _ _.. 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