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HomeMy WebLinkAbout926 w PRIVATE ENGINEER'S NOTICE TO CONTRACTORS GENERAL NOTES CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY 1. ALL WORK SHALL BE DONE IN ACCOku?NCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, «• PRomsrD I!/w STANDAPJS AND THE STANDARD SPECIFI:PTIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS hEQUIREo:FNT SHALL !3' St3' 111"LITY F11CILITM CCNTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE A°PLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT GENERAL TELEPIIOt4E COMPANY ThE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER �� /G /� SOUTHERN CALIFORNIA GAS C014PANY STANDARDS AND SPECIFICATIONS. HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED I N CONNECTION WITH i���� /��n C� 570 WEST FOURTH STREET 9000 HELLMAN AVENUE + , t �y I ���� I l/OJ ' '� RANCHO CUCAMONGA CA 91730 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY RIND, TELEPHONE OR POWER POLES, WATER METERS, fllE PERFORMANCE OF WORK CN THIS PROJECT, EXCEPT 114G FOR LIABILITY ARISING1 0.100.�4>T� SMl BERNARDINO CA 92408 (714) 989-1700 VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY FROM THE "()t.E NEGLIGENCE OF THE OWNER JR THE ENGINEER. THE EXISTENCE AND ( Os0 — _ (714) 984-1281 _IFIITS OR IN AD:ACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED. APPROXIMATE LOCATIONS OF UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON — THESE PL/.NS WERE DETERMINED BY A SEARCH OF AVAILABLE PUBLIC RECORDS. THE L T _ _ '\��S 'lC1ftONGA COUNTY WATER D1STR1 T .:'OCATEO, OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO TIIE CITY 0c RANCHO CUCAMONGA. -1 ���- � SOUTHERN CALIFORNIA EDISON COMPANY WATER & SEWER CONTRACTOR SHALL POTHOLE REFERENCED UTILITY LINES PRIOR TO CONSTRUCTION TO _ � • �� s 3. ANY c.OfITRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE ,1.'/ / 6';/ J "z��� 1351 EAST DRANCIS STREET P 0 BOX 638 AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY VERIFY EXACT LOCATION OF SAID UTILITIES. TO THE BEST OF OUR KNOWI. EDGE, ����� 3 ONTARIO CA 91761 RANCHO CUCAMONGA CF 91730 OR INDIRECTLY FROM ITIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESETHERE ARE NO EXISTING UNDERGROUND UTILITIES OR STRUCTURE EXCEPT .AS SHOWN � J ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY (714) 986-5861 (714) 987-2591 PLANS. MEASURES 10 PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT UTILITIES OR STRUCTURES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. TYPICAL SECTION — ' LEMON.- AVENUE PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. FROM STA 6 + 60 TO 13 •27.61 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE B SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT SUP gp' AND AT NOT MORE THAN 50-FOOT INTERVALS. ADDITIONAL PAVING STAKES MAN BE REQUIRED BY y R 2 73 CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. •. �C/�r . R Q� / 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSING 70 -rV fR0/y ft70 TO ! d� SHALL BE CONSTRUCTED PRIOR TO PAVING. (OIfST..31CTI0.7 NOTES i alA1rITIT1 ESTIMATES 93' � 37�lV./,r/ES f.POM 410'740 TL 5>� /• 22 $O'(470 70 5 7' 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND iTITY AND ALL SUBGRADES SHALL BE PERFORMED AT NO COST TO THE CIT" 0: RANCHO CUCAMONGA. A 10---CONSTRUCT 'I AC/-A AB ............................................................. 45,040SF - O5j � � `A�/ES f,Ey/y Iu, WRITTEN REPORT WITH TIIESE COMPACTION TESTS SIIALL BE SUBMITTED ':0 TIIE CITY ENGINEER FOR 2 CONSTRUCT 8" CURB WITII 24" GUTTER PER STANDARD DRAWING 110. 303 ...................... /,27C LF_ O�o'77J O.(r/' \ O.5APP:OVA.. PRIOR TO TIIE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 3 CONSTRUCT SIDEWALK PER STANDARD DRAWING 140. 311 WIDTH AS NOTED ON PLAN .. ............ 3,052 SF - LEYB L..,��� _ 8. AT TIIE COMPLETION OF PAVING. A MATERIALS REPORT SIIALL BE SUBi1ITTE0 TO TILL ^iTY ENGINEER CONSTRUCT COMMERCIAL DRIVE APPROACH, "W" AS NOTED ON PLAN, PER STANDARD DRAWING NO. ` -�J VARIES 0 3 G � � / P'.� P /� �— LI:TING ALL TESTS OR DETERMINATIONS COt4PLETED TO VERIFY STABILITY OIL CONTENT AND N 06 /,/// SF _ rsr, roe-2y � /i ........ ............. ................... .............................. ....... GROUND Flu 55 CONSTRUCT BARRICADE PER STANDARD DRAWING NO. 404 1 EA — V lam' I GRA7ATION OF ASPHALT PAYING. 6 SAWCUT AND REMOVE EXISTING 8" AC BERM ............................................... 685 LF t� EX G/P17UN0 ° M v r /MP�POVEMENTS - y "lu 9. PRIOR TO INSTALLATION OF ANY PAVING, A 14ETERIALS GE1,.,, ���..�. .E SUBMITTED TO THE CITY X11 //-% —� �� a--INSTALL 2" x 4" REDWOOD HEADER AT EDGE OF PAVEMENT .................................. gee LF PER T,P^cT 9•j75 �` `" r• TERMINATIONS COMPLETED TO rERIFY SIEVE ,,.�ALYSIS AND f' INSTALL STREET LIGHTS CS� LUMEA/) ....... 4 EA ENGINEER LISTING ALL TESTS OR DE SAND EQUIVALENT OF AGGREGATE BASE. �9 CONSTRUCT WHEELCHAIR RAMP PER STANDARD DRAWING NO. 310 ............•................. I EA ,I!'J" �ZI>' A.C. OVER N.9T/1/E. " / 2 '� /L1EWi0LK - !I COMPAOT TDP G'"/M/N) OF/V�IT/YE 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE 10 SAWCUT AND REMOVE EXISTING PAVEMENT ....................................... /,Osa SF 11 CONSTRUCT A.C. CAP TO CENTERLINE AND FEATHER TO 11' "CR i I, CF CEHTERL INE PER TYPICAL � TYPICAL SECTION — LEMON AVENUE MATER/Acs TO 9s o. /PECAT/VE GENS/T Y STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL). SECTION ON SHEET 1............................................................... .. 4,600 SF 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, 12 CONSTRUCT YELLOW CENTER LINE WITH TYPE "D" MARKERS PER STANDARD DRAWING NO. 407 ..... 660 LF FROM STA 4 • 00 TO 5 • 50 - 13 CONSTRUCT TWO-WAY BARRIER STRIPE WITH TYPE "D" t•IARKERS PER STANDARD DRAWING No. 407.. 2dG3 Lf TYPICAL SECTION SECONDARY ACCESS ROAD THE SUBGRADE SMALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUBGRACE 14 CONSTRUCT 8" CHANNELIZATION STRIPE WITH TYPE "G" MARKERS STANDARD DRAWING NO. 407.... G02 LE R = 7 3 T.I.= 6 AND ALL YAiOS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY T.I. = 6 R z- 7 3 BETTER TIIA% THE NATIVE MATERIAL. 15 CONSTRUCT 8" WHITE STRIPE ..........................................................•.• Z/0 LF 16 REMOVE AND REPLACE EXISTING 8" BERM ................ 52 LF 12. IF THE' ASPHALT CONCRETE IS TO BE PLACED ON SUBGRADE. A SOILS STERILANT REGISTERED BY •..•...•..... THE E.P.A. FOR USE UNDER AC AND PCC SHALL BE. UNIFORMLY APPLIED AT THE MANUFACTURER'S 17 PROTECT OR RECONSTRUCT PORTIONS OF TEMPORARY FLOW DETECTOR TO THE SATISFACTION EX/S7. OF THE CITY ENGINEER OR INSPECTOR ............. 45 LF f[lfURF RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTII PRIOR TO PAVING. C3}ADJUST WATER VALVE OR MANHOLE TO GRADE ............................................... G EA A/W 70' Raw 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE 19 REMOVE SOUTHERLY HALF OF CROSS GUTTER AND SPANDREL. RECONSTRUCT AS SHOWN ON 33 37� DEVELOPER. THE CONTRACTOR SMALL MAKE HIS OWN DETERMINATIOR OF CONSTRUCTION QUANTITIES PIAN PER STANDARD DRAWING NO. 308 .................................................... SM EA BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE FLANS WHICH IS NOT 7 2� CONSTRUCT N" A.C. OVER NATIVE. COMPACT TOP 6" (MINIMUM) OF NATIVE MATERIALS SPECIFICALLY LISTED IN THE ESTIMATE OF QUANITITES SHALL BE CONSIDERED AS INCLUDED IN TO 95% RELATIVE DENSITY .............................................................. 6,5505E O.S 4 // //' S - - - - � THE OTHER ITEMS OF WORK. ?�-----L17NS'T fN0 Of ?reerr rz;vI. ^1'7T. mit STLt DI✓6. IVO. 445... ....... ... .... . . ... 3/41 SF 0.77,E 0.06' . .. . . L S � t 14. STREET SIGNS FFR CITY OF RANCHO CUCAMONGA STANDARD NOS. 401 AND 402 SHALL 3E CONSTRUCTED gem O✓E EX/57' EUCAL YPTUS TREES.. . .. . . . . . . . . . . . . .. . . . LEVEL L/NE � r� --�— 5'/� � AT EACH INTERSECT.'►N. I L J MRIES /'/,M/N 15. CITY APPROVAL OF PL..'IS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE EX. GROUND CORRECTION OR ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE L EX/ST. //'7PR0✓E/'9ENTS - - j� I� REQUIRED PLAN REVISIONS SHA,L 4E PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. PEEP T.rAcr 9*75 16. WORK SITE AND EXTERIOR STREETS S"ALL BE IN A NEAT. CLEAU. HAZARD-FREE, ORDERLY STATE t� 1 2 II 'THROUGHOUT CONSTRUCTION. SITE SHAL'_ 3E CLEANED UPON REQUEST OF THE INSPECTOR. TYPICAL SECTION - LEMON AVENUE' 3 /DEWALK !x FROM STA 1 • 50 TO 3 • 50 L: R = 73 T.I.= 6: �� YALINDA AVE. of t Pt HAVEN AVENUE ....... '-♦.'j. _ _....................... I ' a ..G# ............1. .... l St r +-........ I Nv T L �. S1 Ica lei _.._.._ ..� �3. . __ - -...._ _ ►� ..............._ __ .... . ..... ...... ........ .............. .... __ _...... _. ...._... _. .I _._ ............ _ .......... ..._..w.. .......... .... .__. .......: ....I . ....................�. _.. � j '+ ..... ... ............... /`, ................ _.................. .....�'...... .......... _....-... ..... ...... ..... ...... W _ r••-Y .. .,-.. ............ ........ ....... ........ ....... ...._.._ ... ................. .... ... .... -........ .. ..... ...... ..,...._ ..- f i .................. .. V►i._.............. d „t._. d'w y g"K ' �.....` 6"o! ... . ............ ............ _................. . .._M ------------------.--- ............... Vi 7` mss ram �,� � \ iii �.. � � �` 1 � - ��� . RfX. {✓✓_.t" i N ¢.¢: ,. �„�. r .5.... _ 1" r r ' R•t0 Rs �......-.. r R..- z M_ _ W - .. _.................... .�.......�........ .................. ......... C ..... -. ' _ 0 �} f a a ; N W/ Q _. _ _ .... .......__ ........ \ t y - .............. .... .... ........................ _.. T I .....,....�,.......w.,......... ..,w................. i Q 14 L EMO IN qYt. 41 I NC NO qVE. .� �. ! t = ! 2 R v ! D /9 T T FUT. FRWY ! SITE 1� s 40• oV`� « M � M ° � � � 4 rl. � �� ,a ! qac Wk SCALE � � ! p � � C, d �. stn � � �y� z � t r I �' �0 '� � o '� � t 2 0o t•� � h'` V ., \ O . I� \ V1 I : 4 W � i r 3 �.2 ^� t. h - , .j .,sc. - r a VICINITY MAP 1r t. t vc JIM _4 4 y, + �+ h kl ° I R1 LEMON AVENUE STRIPING PLAN DESCRIPTION OF REVISION DATE CITY APPROVED CITY OF RANCHO CUCAMONGA PLAN AND PROFILE CONSTRUCTION NOTES LEMON AVENUE 12 CONSTRUCT YELLOW CENTERLINE WITH TYPE "D" MARKERS PER STANDARD DRAWING NO. 407 ..................................................:.. TRACT NO. 12922 13 CONSTRUCT TWO-WAY BARRIER STRIPE WITH TYPE "D" MARKERS PER STANDARD DRAWING NO. 407 ..................................................... TITLE SHEET do STRIPING PLAN 14 CONSTRUCT 8" CHANNELIZATION STRIPE WITH TYPE "G" MARKERS STANDARD DEVELOPMENT REVIEW 84-22` DRAWING NO. 407 ............................................... 15 CONSTRUCT 8" WHITE CTDTPF ......•,,,•„ ... CITY EVEDN Y DATE.N0.2388 � NGI EE RCE 9 Const rlrct ion contractor agrees that in accordance with generally accepted construct DESIGN RECOMMENDED practices.construction contractor will he required to assume.ole and complete responsibility for �✓W C P L A N G E ENGINEERS 44A �l lr job site conditions during the course of construction of the project• including safety of all persons 840-K WEST 9TH - R and In that this requirement shall he made to apply continuously and not he limited to DRAWNela- t�J�L CA. 9 86 SHEET normal%corking hours, and construction c'mtractor further agrees to defend, indemnify and hold ��. 7 46- 19 1 OF 4 design In harmless from an} an�'>!1! liahility. real or alleged, in connection with the performance of work on this project,excepting liability arising from the sole negligence of design CHECKED .N O. 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