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Home My WebLink About2291-DGENERAL NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION, CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS AND APPLICABLE SUPPLEMENTS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. _. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT -OF -WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED, OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY - RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING SERVICES DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT -OF -WAY. - 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE - POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB -GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT _ INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 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 THE CITY OF RANCHO CUCAMONGA. A 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. - 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. 9. PRIOR TO THE INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY R- VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R -VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS PRIOR TO CONSTRUCTION OF THE STRUCTURAL SECTIONS. 11. WHEN IMPROVEMENT ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB -GRADE SHALL BE PREPARED BY 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. 12. 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 MANUFACTURE'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE 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. 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBERS 401 -A AND 401 -B SHALL BE CONSTRUCTED AT EACH INTERSECTION. 15, 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. 16. 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. 17. NATIVE SOIL IS TO BE SCARIFIED OR RIPPED BETWEEN MEDIAN CURBS PRIOR TO FILL PLACEMENT. 18. CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED, TWO WORKING DAYS PRIOR TO EXCAVATION. PHONE NO. 1- 800 - 227 -2600. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969 -7911 MR. JAMES FREI FOR BASE LINE ROAD CONSTRUCTION B. GENERAL TELEPHONE COMPANY (800) 483 -3000 FOR UNDERGROUND SERVICE C. SOUTHERN CALIFORNIA GAS COMPANY (800) 427 -2200 1981 W. LUGONIA AVENUE REDLANDS, CA 92373 D. CUCAMONGA VALLEY WATER DISTRICT (909) 987 -2591 10440 ASHFORD STREET RANCHO CUCAMONGA, CA 91730 E. METROPOLITAN WATER DISTRICT (909) 593 -7474 700 N. MORENO AVENUE LA VERNE, CA 91730 F. SOUTHERN CALIFORNIA EDISON COMPANY (800) 655 -4555 7951 REDWOOD AVENUE FONTANA, CA 92336 G. PACIFIC TELEPHONE COMPANY (714) 999 -5639 19. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY LATEF WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL ON -SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. 20. ON THE INTERIOR STREETS WHERE SIDEWALK IS ADJACENT TO THE CURB, THE INSTALLATION OF STREET LIGHTS, STREET SIGNS, AND FIRE HYDRANTS SHALL BE LOCATED BEHIND THE SIDEWALK. 21. WATERTIGHT JOINTS SHALL BE INSTALLED PER SECTION 306 -1.2 OF THE STANDARD SPECIFICATIONS. LEGEND PRIVATE ENGINEER'S NOT /CE TO CONTRACTORS S W E9 11 u EXISTING CURB AND GUTTER EXISTING RIGHT OF WAY EXISTING EDISON LINE EXISTING GAS LINE EXISTING TELEPHONE LINE EXISTING STORM DRAIN EXISTING WATER LINE EXISTING RECLAIMED WATER LINE EXISTING SEWER LINE CENTER LINE PROPOSED RIGHT OF WAY PROPOSED CURB AND GUTTER PROPOSED EDGE OF PAVEMENT PROPOSED EASEMENT PROPOSED STORM DRAIN PROPOSED SEWER LINE PROPOSED RECLAIMED WATER LINE PROPOSED WATER LINE EXISTING FIRE HYDRANT PROPOSED STREET LIGHT STORM DRAIN MANHOLE PROPOSED STORM DRAIN CATCH BASIN PROPOSED SEWER MANHOLE ABBREVIA TONS TIC TOP OF CURB EP EDGE OF PAVEMENT FL FLOW LINE FS FINISHED SURFACE PVC POLY VINYL CHLORIDE FIG FINISH GRADE C &G CURB AND GUTTER SL STREET LIGHT R/W RIGHT OF WAY S/W SIDEWALK CB CATCH BASIN EG EDGE OF GUTTER AC ASPHALT TINE C2 -AR -4000 AC. FINISH SUWA.CE TO PLACED NO SOONER / THNI lc DAYS NOR LATER THAN 35 DAYS ARER BASE PINING. SEE NOTE 7 f- TrPF B -AR -4000 A.C. BASE TO BE PLACED wRHN / j 77 HOURS A"IN CONSOLIDATION OF BACKFILL. BOLT JON I" -._. .�.._ s' _7 i 55% RELATM 1C/ o COWACTXX/ hAei. \' T O OoeOoo a \ I DOR RELATMd •.:j� __ CaptCnM .e�,rq \f II \ CRUSHED AGOf AT[ 815E IN TRENCHES LESS 1wW 1DO' N LENGTH, SEE NOTE j'1. /\ INSTALL 24" R.C.P. (D -LOAD PER PLAN) Io BEWINC A SNAOMD PER UTR.Ry USE Y N CLASS2 ACCRECATE BAGE. RMA GROUP GEOTECHNICAL AS PER STANDARD UK NO, 341 NO fES: 1. AM trenches 100' in length or longer shall be boaldRlee and consolidated per Sections 306- 1.3,1 thru 306 -1.3.4 of the Standord Specificolions. 2. Spread Doses may be employed for trench posing jobs less then 500 fin. it 3, All joints shall be "dicat Wit joints; lop or leolhered joints are not acceptable. 4. Unless otherwise instructed by the City Engineer• trench patch shall he stroight grode =,a" width, and shall not be crowned at center. 5. Prior to placement of A.C., pavement edge shall be cut to a clean verticol and straight edge wIM tack coat on face of cut. 6, the entire traveled Wne. 12' min.. %boll be overloyed with .10' min. C2 -AR -4000 A.C. using a sett propelled poring machine (BARBER GREEN, THAW KNOX or equal) for oil trenches 500' in length or longer. 7. Pcrmonent AC, patch, which shots as om'slbnum 025' thick a 0.10' thicker then etisting "- whichever is greater - as directed by Me rnsinear to the 14W CITY OF RANCHO CUCAMONGA, CALIFORNIA_ IAPPMDVED HY. �- - -- - STANDARD PLA 7 TRENCH KEYAIK 120 CItY NFER { rt: USE wNN STANDARD SPECIPICATWN FOR PUBLIC W S CONSTRUCTION R.C.F. 2!453 SHEET 1 OF 1 T N FOR ALL JOB SITE CONDITIONS IN : THE CONTRACTOR SHALL BE RESPONSIBLE OE ACCORDANCE WITH SECTION 7 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE PROTECTION AND RESTORATION OF ALL PUBLIC AND PRIVATE EXISTING IMPROVEMENTS OR FACILITIES AND PROVIDE FOR PUBLIC ACCESS AND SAFETY IN ACCORDANCE WITH SECTION 7 OF THE STANDARD SPECIFICATIONS. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES. BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS. CONTRACTOR SHALL COMPLY WITH ALL N.P.D.E.S. REQUIREMENTS. CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES, UTILITY BOXES AND LIDS, ETC Underground Service Alert CALL TOLL FREE 1 -800 227 -2600 TWO WORKING DAYS BEFORE YOU DIG DEVELOPER LEWIS OPERATING CORP. 1156 N. MOUNTAIN AVE., UPLAND, CA. 91786 -0670 PHONE: 909.985 -0971 CONTACT: JOHN YOUNG I. (S 0.0263) I �5\ I _ _ G- fie`_ = - ^_ _._ - , � f�,D•. OS=0.0239, ` S= 0.0045 S�O..0045 ti L�7 VR 1215 181 _ -_ �`4o12es 1215 'cc IN CLR. N t _ _ 1� EXIST. 4 "RCP -1215, TO REM N 1 Go _ _.. < u N m 56 j z >i -' x CL. EXIST: 24itCP w Z" - n 2a xQ c� �- w y. _ 0 REMAIN . UN N UN L+-IJ /�ger) O CIA M I Op �Z x O b> ._ !m Z a n u? - r- Mph to 0 Z o' 121 A to Ch o b N O .: I O +h- Q1110 . =37.2 CFS� +u; _ _ CO � M11Ax =5.3 �'PS mil +`�Lv (P LAC + +_ + CONST. 56.08 LF n^ r !. ._ 11 O a t 710106 LF : 3 RCP T. fi.0 LF + C-4 0 1r RCP i -: - 24 RCP-1500D ° 36 OO.Q_ _ 5 IJNE l . 2 _IN SPRUCE ..AVENUE..... . _ , _ , Vwx =5.3 FPS Q =X.XX CFS DWG. NO. T342 -D 0 f2,8 C`FS I TRACT NfJ. 1! #7$2 _ E:: ST DRAIN CONST. MUST BE . - CONST. 8'O LI: STORMt/DRAJN PLAN OOMPLETED -- I IRIOR TO - -ON -SITE VERDURA_ . 24 RCP -150DD WALL CONST WICTION Q'' = #2.8 CFs PR VATE .LIKE (NOT MAI 4TAINED iBY, CITY). ! PROFILE STA. 9 +D7. 8 TO STA. 7 ±56.61 HOR1Z 1 "= 40' ��T _ f: "GONTRACTOR•Ta MER VERTICAL AND HORIZONTAL VERT 1 "_ 4' LOCATION OF EXISTINGtPIPES PRIOR TO CONSTRUCTION. 9 +00 8 +00 7 +00 6 +00 PLAN 1 "= 40' SCALE IN FEET L= 94.06'30" R= L= 36.96' T =24.1 CIVIL ENGINEER MANOLE & ASSOCIATES, INC. CONSULTING CIVIL ENGINEERS AND LAND PLANNERS 9302 PITTSBURGH AVE., SUITE 230 RANCHO CUCAMONGA, CA. 91730 PHONE: 909.481.6322 FAX: 909.481.6320 CONTACT: MARK BERTONE yp.�PSD�,� 7 +3y•�0 -7.11 TRACT NO. 18782 y i`rt •I # r =F PROTECT- IN- PLACE- R/W 5' T= 15.33' z 0 O O O 5 u t XIST. C & G. EXIST. C & G. �J CENT R w INSTALL 24" R.C.P. (D -LOAD PER PLAN) Io LF RMA GROUP GEOTECHNICAL c w°5 + x w x z: w Zn II 10'34" R =438'M 5' T= 15.33' z 0 O O O 5 u t XIST. C & G. EXIST. C & G. OR w z J 0 a_ Eli m UUU a- p °Q of rM? r; +Z MZ__ U O + w O O . w I - EXIST. C.B. PROTECT -IN -PLACE G a w z PROTECT IN -PLACE > EXIST. 33" S.D., MPSD LINE1 -2 IN SPRUCE AVE. PER CITY DWG. 1342 -D SHEET 5 OF 11 CONSTRUCTION NOTES: INSTALL 36" R C P ( D -LOAD PER PLAN) 617 LF GEOTECHNICAL ENGINEER 1 INSTALL 24" R.C.P. (D -LOAD PER PLAN) 3 LF RMA GROUP GEOTECHNICAL CONSULTANTS CONSTRUCT JUNCTION STRUCTURE # 2 PER CITY STD. NO. 331. 2 EA 12130 SANTA MARGARITA COURT OR w z J 0 a_ Eli m UUU a- p °Q of rM? r; +Z MZ__ U O + w O O . w I - EXIST. C.B. PROTECT -IN -PLACE G a w z PROTECT IN -PLACE > EXIST. 33" S.D., MPSD LINE1 -2 IN SPRUCE AVE. PER CITY DWG. 1342 -D SHEET 5 OF 11 CONSTRUCTION NOTES: INSTALL 36" R C P ( D -LOAD PER PLAN) 617 LF GEOTECHNICAL ENGINEER 1 INSTALL 24" R.C.P. (D -LOAD PER PLAN) 24 LF RMA GROUP GEOTECHNICAL CONSULTANTS CONSTRUCT JUNCTION STRUCTURE # 2 PER CITY STD. NO. 331. 2 EA 12130 SANTA MARGARITA COURT 4O_ CONSTRUCT CONCRETE COLLAR PER CITY STD. NO. 329. 1 EA RANCHO CUCAMONGA, CA 91730 (D-CONSTRUCT MANHOLE 12 PER CITY STD. NO. 319. 2 EA PHONE: 909.989.1751 CONTACT: GARY WALLACE REMOVE EXIST 24" PIPE 49 LF EXISTING SURVEY MONUMENTA TION I HEREBY CERTIFY THAT l HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD THAT COULD BE DISTURBED BY THIS PROJECT ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: THERE ARE NO SURVEY MONUMENTS OF RECORD THAT COULD BE DISTURBED BY THIS PROJECT DATED: .1 !/ s--- -- - -��r ---- r- - - - - -- --------------------------- ANTHONY HARO L. S. NO. 7635 REFERENCE REPORT: NO. 10- 639 -01 DATED: NOVEMBER 16, 2010 No. 7635 EKp: 12 -31 -2042 REMOVE EXIST STORM DRAIN MANHOLE 1 EA 8a- SAWCUT REMOVE AND REPLACE EXIST PAVEMENT PER CITY 1,270 SF STD. 120, SEE DETAIL HEREON. SAWCUT REMOVE AND REPLACE EX /SL CURB AND GUTTER PER CITY_ 7 LF STD. 104. 10 PROTECT -IN -PLACE EXIST. LOCAL DEPRESSION, SLURRY BACKFILL 1 EA UNDERNEATH LOCAL DEPRESSION AFTER CONST OF CONC. COLLAR_ PROJECT SHEET N0. OF cy G1,cy «11 DESCRIPTION of REVISION I DATE I APPROVED CITY of RANCHO CUCAMONGA TRACT N0, 18782 TOWN CENTER DRIVE STORM DRAIN EXTENSION LINE 1 -2 ROW 2011 -00023 APPROVED BY: CITY ENGINEEF DESIGN LLP /Wu DRAWN LLP CHECKED WL DATE MADOLE DATE: R.C.E. 53672 OF__1__ KE No 36637 DRAWING NO. FILE No 2291 -D