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Home My WebLink About1120 NOTES: CONSTRUCTION NOTES & QUANTITY ESTIMATE 1• ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS THE CITY O ►Y RANCHO CUCAMOGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC I 1 REMOVE EXIST. A.C. PAVEMENT AND A. C. DIKE. 32674 S .F. WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR I WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND i I CONS . , " P. C. C. CURB AND GUTTERPER CITY STD. 302. 467 L.F . SPECIFICATIONS . t � 1 (� C SAWCUT AND JOIN EXIST. A.C. PAVEMENT. 2 . ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES WATER METERS , VALVES , FIRE HYDRANTS , ETC. SHOWN OR NOT SHOWN ON THESE �R CONST. 4" A.C. PAVEMENT OVER " CRUSHED AGGREGATE BASE. }2' ,4+80 S .F. FLANS WITHIN THE RIGHT OF WAY LIMITS O IN ADJACENT AREAS WHERE IM— AT sF PROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED a � I 15 i 5 CONST. " P.C.C. SIDEWALK PER CITYSTD• 304, ' WIDE, 5,700 S .F. IN PLACE AS REQUIRED AT NOT COST TO THE CITY OF RANCHO CUCA O G . NEWPORT I Q. MEANDERING LOCATION PER PLAN. DR DAYTON 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIM- T STH 4KIaw�P� T 1 6 CONST. " A.C. DIKE PER CITY STD. 313. .ZarL.F. SELF WITH THE SITE AND SHALL E SOLELY RESPONSIBLE FOR ANY DAMAGE TO GTH TTH I 4 S� t EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERA- i VRIVC-WA*r'5 reK GITr 6—rP. 30(p. TIONS , WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS . ( UJI 5_rWaeT O&M-5 . A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCA O GA ENGINEERING 4 UJ I DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF 1RANCHO CUCAOGA EASEMENT O r 5Ti��r_-r T► r-_:r_5 r' GiTr rsTb.`5'. &oi , lnD2, &03 6A• R RIGHT-OF-WAY. ccIcc A I 4 I Q0) COLD—PLANE Itl �/ EXISTING 2'�° IS.F. 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING 4 I z I .I MINIMUM THICKI " STAKES SHALL BE SET AT ALL HINGE POINTS , EDGE OF PAVEMENT POINTS so 4 j WITHIN 0. 01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT I I INTERVALS . ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER 4TH AS NEEDED AT WARPED OR VERTICAL CURVE AREAS . a 1 1 6 • ALL SEWER, WATER, ELECTRIC , GAS , PHONE OR OTHER UTILITY LATERALS , MAINS , OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 7 . COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO VICINITY MAP THE CITY OF RANCHO CCAMOGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE NOT TO SCALE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 8. AT THE COMPLETION OF PAVING, A . MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. . PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUB- MITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COM— PLETED TO VERIFY: -VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AG- GREGATE BASE. 10. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS ICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NA'4IV MATERIAL. . IF THE ASPHALT CONCRETE S TO BE PLACED ON SU -GRADE, A SOILS STERILANT REGISTERED BY THEE.P.A. FOR USE UNDER A.C. ANDP.C.C. SHALL BE UNI— FORMLY APPLIED AT THE MANUFACTURER' S RECOMMENDED RATE FOR THE FULL PAVE- MENT WIDTH PRIOR TO PAVING. 12 . ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENI- ENCE 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. s 13. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONUCTO • UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED T THE CITY ENGINEER FOR APPROVAL. /W EX R/W 1 . WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CL A , HAZARD FREE, 5050ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED O /4' 36` REQUEST OF THE INSPECTOR'. .5`AfJV. 3'M�iv. 23' f3'` /.3' 6` 1` GDNTAG T ALL 111"1!.1 TY 601'1 rAM I G f` 6 2' N. &IOW F?AL 't�Lr-40HON 13. .50UTHrIK'N GAL(FOKNIA 61P.6 . 60("t Mr (7(4} 59 - _0 t ;?III( r.. 131 K CH 5T. �3f��A , GA , (7 14) 5-4-1 � 7070 EX. A.G: DIKE 3 G. GUGAMoN&A GVUMTr WATt�K p(STpmT 7 14F) e-(87 .. e-6-11 694( 5AN E3 t5f-2 h1M:MI NO KOAl2 EF vw��SC►/-�/� l�ANGMa GuOArtaMG�. ��. -11730 vas�c�5 Cz%-3 p. M_W0F70L1TAH WA-r K bl 5-rKI GT 704} 5Gfi 5 - -1,+74 13 ox 514-115 3 2 4 EX. .3"A.C.PVMT. EX. 4"A.C PV T. OVER . f 61 P:(G. T L # NOF-I 1= 60 M P/-\, Y' OVER NATIVE SOIL 4" CRUSHED AGG. BASE e T t1 TUI�� i5t6COR CITE''_ DYqG. No. (04-9 (r--SHe_P_-f fl O� ?TYPICAL SECTION -ROCHESTER AVENUE T.I.=9.0 SCALENOT TO V's SCJ �► qfF /OVI T L. STREET I V -1 ( CITY OF RANCHO CUCAMONGA Construction contractor agrees that in accordance with generally accepted construction ® � A l ('� !� MARKS/\ cel CIVl1- ��` practices,construction contractor will be required to assume sole and complete responsibility for B NCH M A �Qf C�� job site conditions during the course of construction of the project,including safety of all persons alifornio Council STREET IMPROVE'MENTS . and property; that this requirement shall be made to apply continuously and not be limited to O� SPIKEI ,° t� ROCHESTER, AVENUE normal working hours, and construction contractor further agrees to defend,indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the QandSurveyori t performance ance of work on this project, excepting liabilityarisingfrom the sole negligence of design ; professional. 10 N=1 . TITLE SHEETAPPROVED BY DATE. • pEESSIp�, I I . 239 7 SUN-RAY ENGINEERING 125 W. GREEN ST No.. I7 r" . Fxp 3�-g9CALIF. 1 1 18)449- 1226 1 OF 2 � ---------- 1-11 ZA '4= 4 1-41 j- -4 T F" _z: +...... ----- ------ f7 t t F.- 8 CONSTRUCTION NOTES: REMOVE EXIST . A . C. PAVEMENT AND A. C. DIKE . 01-IRB 9 3 9G.00 3 G 41.4 a to.9 00 A CONST . 8" P . C . C. CURB AND GUTTER PER CITY STD. 302 . L :24 7 71' HrW O&AI-10H Or lee 7Z:� �5XI57'11',IG IcLAN5 OF- 7- a.20' 5-for AHE�AV' 51&M C). 0,11 SAW.CUT AND JQIN EXIST . A. C . PAVEMENT . V4. �0. "0. /0" �=OR 577��E_r- c 4" CRUSHED AGcREGATE BASE . 1-16H7- LOCA7-10N5 CONST. 4" A. C . PAVEMENT OVER AIAL K 4�501Y57;4tUC 7-/0" A- :3 72. 3 ' 96 CONST. 4" P . C . C. SIDEWALK PER CITY STD. 304-� 5 ' WIDE , Z�ii 109 MEANDERING LOCATION PER PLAN . 0. ?AN v 0. CONST . 8" A . C . DIKE PER CITY STD. 313 . el 0 7' L) ga. -y s-ra 3c)(s - w 4-o, loo 09 4 UO COLD-PLANE AND OVERLAY EXISTING A.C. 5a 001 r= 75. 3 0.12' MINIMUM THICKNESS WITH A.R.H.M. 5-rt�ffi!�-r 5m5 53 16,15 f"4.6- 4 /V t h (N PLACC- ql r 1C v V1 rl At- (o U4 lki V�g CA lo its x C-1 (o -ro rLAN5 Or Essi PROVIDED STREET RESURFACING TO CL. STREET DRC 2008-185 ROW 201 -00i,*s AH5 Or- To t!5yl'5-rlH& rL op: KNH6HO 6U6NMON&A PW&, NO, 1049 ry" oF f;�AM(,HO HO. 1049 tI,,U6AMOH&�\ 191,J6, SCALE: 1 "=-40' dplWv1De W1-yegj_cHA1A SA114F 7ALLED- ft M67 907V ZDF K—B) ocui QZ51:0vq9)R9r_jz� VOTE-., CUIRA5 DePRE.5510N Al-ReADY IN5 �m c v 0 ROCHESTER AVENUE BETWEEN 321 " NE"LY. OF 6th STREET alp-P-.V2 AND 7861 NE"LY OF 6th �STREET E . A . D . R. 86-20 ROCHESTER AVENUE APPROVED BY DATE: ss/ov m CITY ENGINEER DED DESIGN oui No� 17072 25 W. GREEN ST. x �DRAWN- S14EET PASADENA, CALIF. 91105 1 )449- 1226 2 OF 2 DRAWING NO. CHECKED: N 0. 11492 1120 2 -�eFILE NO. TE:_