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HomeMy WebLinkAbout1706 ISLE 110USE S 1 0 1 4EA ." T IL 1�.-JA ",_ S AT A A ' "� TL 16- 1 L__j I LAT6_ �qL L V L—i L VICINITY MAP 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA > wa STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION —CURRENT EDITION, HIGHLAND (STATE HIGHWAY 30) a AVENUE INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. w Uj 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE z z ,Ng HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT OF WAY LIMITS OR IN ADJACENT w > 3 ETIWANDA AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR a a INTERMEDIATE PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. SCHOOL = w PROJECT SITE 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL w v~i VICTORIA STREET 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. N.T.S. o VICTORIA PARK LN. ILI 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING SPT CO RR DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA SPT CO RR EASEMENT OR RIGHT OF WAY. Lj 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL BASELINE ROAD a HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUBGRADE ELEVATION AND AT NOT MORE ROAD BASELINE TERRA VISTA THAN 50.00 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED y w AT WARPED OR VERTICAL CURVE AREAS. PARKWAY 1� � 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE < NO > CONSTRUCTED PRIOR TO PAVING. LJ 7. COMPACTION TEST OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND CHURCH ST. 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 TO INTERSTATE 10-1 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 INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER UNDERGROUND SERVICE ALERT: LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY R—VALUE, SIEVE ANALYSIS AND SAND 0 EQUIVALENT OF AGGREGATE BASE. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R—VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE Call:T011 FREE STRUCTURAL SECTIONS. 1 -800 BENCHMARK: 422-4133 CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10051: 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB— 2" BRASS DISK IN CONCRETE CURB STAMPED GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB—GRADE AND ALL VOIDS 'CITY OF RANCHO CUCAMONGA BM 10051 1897' OR DEPRESSIONS SHALL BE FILLED WITH A FINE MATERIAL OF QUALITY BETTER THAN THE NATIVE MATERIAL. TWO WORKING DAYS BEFORE YOU DIG AT THE NORTHWEST CORNER OF BASE LINE ROAD AND 12. IF THE ASPHALTIC CONCRETE IS TO BE PLACED ON SUB—GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. FOR "CAUTION": Remember thot the USA Center SWANSON PLACE 0.25 MILES WEST OF ETIWANDA AVE., USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE notifies only those utilities belonging to AT SOUTHERLY END OF CATCH BASIN 2 FT NORTH OF the center; there could be other utilities BEGINNING OF CURB RETURN. FOR FULL PAVEMENT WIDTH PRIOR TO PAVING. present of the work site. The center will , inform you of whom they will notify. ELEVATION: 1300.686 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 SUBMITTINGNOTIC� TO CONTP-,,AC-rO[9,, : 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 DWG. NUMBERS 401—A do 401—B SHALL BE CONSTRUCTED THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN AT EACH INTERSECTION. ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THESE PLANS ARE NOT INTENDED TO SHOW ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS LOCATIONS OF ELECTRICAL LINES, LANDSCAPE IRRIGATION LINES, ETC. THE CONTRACTOR SHALL TAKE DUE SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. PRECAUTIONARY MEASURES TO PROTECT ALL UTILITIES AND STRUCTURES SHOWN ON THESE PLANS. 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT THE EXISTING UNDERGROUND UTILITIES AND SUBSTRUCTURES IDENTIFlED ON THESE PLANS WERE TAKEN FROM CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. AVAILABLE RECORDS AND SHOWN ACCORDINGLY. IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PART 1 SECTION 5, THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING 17. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 TWO (2) WORKING DAYS PRIOR TO UNDERGROUND SERVICE ALERT (OR CALTRANS ON STATE HIGHWAYS) TO IDENTIFY ALL EXISTING UTILITIES, THE START OF CONSTRUCTION. WHETHER SHOWN ON THESE PLANS OR NOT, AND SHALL DETERMINE THEIR LOCATIONS do DEPTHS, INCLUDING SERVICE CONNECTIONS WHICH MAY AFFECT OR BE AFFECTED BY ITS OPERATIONS PRIOR TO 18. THE FINAL SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES STARTING WORK ON THE PROJECT. IF CONFLICTING UTILITIES ARE NOT BROUGHT TO THE ENGINEER'S AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL ON—SITE IMPROVEMENTS INCLUDING GRADING ATTENTION PRIOR TO THE START OF THE CONTRACTOR'S WORK, THE ENGINEER WILL NOT BE RESPONSIBLE HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED FOR ANY CHANGES, REVISIONS OR MODIFICATIONS. TO THE SATISFACTION OF THE CITY ENGINEER. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS 19. CONTACT ALL UTILITY COMPANIES AS REQUIRED 48 HOURS PRIOR TO EXCAVATION. SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE 20. WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BE PROTECTED OR SHALL BE REFERENCED AND RESET "OCCUPATIONAL SAFETY AND HEALTH REGULATION" OF THE DEPARTMENT OF U.S. LABOR, AND WITH THE PURSUANT TO BUSINESS AND PROFESSIONS CODE, SECTIONS 8700 TO 8805 (LAND SURVEYOR'S ACT). STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". THE CML ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE WITH THE "OCCUPATIONAL HEALTH AND SAFETY REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY a ORDERS". on CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB o 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 TO Q NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER m 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 SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. Ca Q CU 3 BY / DATE BY / DATE Q DESCRIPTION OF REVISION DESIGN cITY i ENGINEER APPROVED w _ Grow�INLCITY OF RANCHO CUCAMONGA FL LLJ P.C.C. POf'i1,ANb CFMFNT CONCt?FTF FS I SIGN FINI` 1 sI FAcF 7066 MWANDA AVENUE FLowt INE STREET IMPROVEMENT PLANS ,y EXISTING CHAIN LINK FGNCF ISLE HOUSE REMOVE FXISTIN6 A.C. mr-MFNT / iMI poVFMENT DERBISH, TITLE SHEET GUERRA & VVOFESS/0 ASSOCIATES APPROVED BY: / - DATE COLt7 MILL FXI511NG A.C. t'AVFMFNI 0,10' MIN. �� E. cU, �/ CIVIL ENGINEERS . LAND SURVEYORS CITY ENGINEER.��,�. i�+�� .' R.C.E. No.CD 1'4'113 01or 'py ti� UE:�Ici\ ItE':('U41Mr:tiUF;Ii iCAMON(3A.CA 91730 D G A DERBISH, 0 m RANCHO CU a 0 Z 8331 UTK:A AVENUE SUITE 150 cON'51,UCrA.C. PAVFMFNT R.C.E. 29224 c9o9�9�7�3oe GUERRA & UR.AIA ASSOCIATES .<fIEFT DGA 12 q CNII ��a�r CIVIL ENGINEERS OF A.C, FAV'%MFNT OVER-AY 0.10' MIN. rF of cA+�F° '� 1t��7 CHECKf:D 8,� i 1 ( 7i(a a 4 h 1 L 1 17[ 1.--,0llR.4111 vG lro. cl-L - - D IEL E. GUERRA DATE RANCHO COCA CA 91730 '-7 R. .E. 29224, EXP.3— / 0 6 ' d v D . vf t I 14 All 3el PA GN CITY -�I t - J-H , Fl A 0 - --- -- - - — i,1 - - - — - - — - - - W - — - -- - - — — — - - - PROFILE SCALES: HORIZ. : 1 "=20' VERT.: 1 " =2' -- 10 0 =9" ti 9" 3 0 9 0 io 9 �• W V R-- - ENGINEER CONSTRUCTION NOTES AND QUANTITIES .t 0 Exis . —� rsr•z4'fM' I , � h O tV CONSTRUCT COBBLE CURB AND GUTTER PER RANCHO CUCAMONGA STD DWG. f05-B, lO" C.F.�(DCONSTRUCT P.C.C. SIDEWALK PER RANCHO CUCAMONGA STD. DWG. I03, WivTW = S.Oo'O CONSTRUCT P.C.C. DRIVE APPROACH AND SIDEWALK PER RANCHO CUCAMONGA STD. DWG.PROPOSED R/W �1 O ,V ar • N0. 101, TYPE C. MODIFIED WITH COBBLE CURB. F�� EXISTING R/W Q SAWCUT AND REMOVE EXISTING A.C. PAVEMENTCOLD PLANE EXISTING A.C. PAVEMENT 0.10' MIN. /0705FHEADWALL NOTES � x ---=fix x x _ __ (p CONSTRUCT 0.10' MINIMUM A.C. PAVEMENT OVERLAY. /070 SF ALL REINFORCING STEEL SHALLREMOVE EXISTING COBBLE CURBBE • 4 BARS. ALL VERTICAL AND �ti "` ^ _ —HORIZONTAL TIE BARS a 18" MAX. ,U•. T - -8 SPACING n z I I �JCONSTRUCT 4"A.C. PAVEMENT OVER 4"C.A.B.2. LENGTH OF WINGWALLS MAY BE 3 < l I� 20VARIED TO SUIT CONDITIONS EN- EX/ST Z4C.t'1P _ _ _- _ ___ MISC. TED INSTALL 5800 LUMENS STREET LIGHT BY S.C.E., PAID FOR BY CONTRACTOR, COORDINAIt OCOUNTED IN THE FIELD• _— _ - - - - - �/ FACIITIESCIE. CONDU�APULLBOXES, HANDHOLE,ETC.1 ASRREOUREDSBY S.C.E. /Q--'�- r " f ( Gt `� 4f, ' 1 b { /O PROTECT EXISTING TREE IN PLACE('kjoc: �AD�� ALLOWED V1-1 Dt�iP Zo�.l�) 4hO� 1. REMOVE EXISTING TREf REMOVE EXISTING TREE STUMPREMOVE EXISTING CONCRETE HEADWALL AND INTERFERING PORTION OF EXISTING 24" C.M.P.Al6'0'OZZS",W �� p 1 /Q CONSTRUCT f" THICK HEADWALL AND WINGWALLS. TIE INTO EXISTING 24" C.M.P.o � REMOVE EXISTING CHAINLINK FENCE. 14 REMOVE EXISTING RAILROAD X-ING GUARD FOOTING.REMOVE EXISTING OBJECT MARKER /ew�8INSTALL OBJECT MARKER PER RANCHO CUCAMONGA STD.DWG NO. 130 ZEAREMOVE AND RELOCATE EXISTING SPEED LIMIT SIGN. /EAIflSTALL G' Dlq. S.RK• 35 pV.C. p12An-1, TH2o�l�H CtJPB yACy°a'aooncklsSrI�LdegTiaJ, CITY OF RANCHO CUCAMONGA BENCHMARK: GCITY OF R4NCHO CUCAMONGA BENCHMARK NO. 10051:ru 2" BR4SS DISK IN CONCRETE CURB STAMPED "CITY � STREET IMPROVEMENT PLANS n OF RANCHO CUCAMONGA BM 10051 1987" AT THE 1 �,rrx - N©. 29224jNORTHWEST CORNER OF BASELINE ROAD AND SWANSON \ :L PLACE 0.25 MILES WEST OF ETIWANDA AVE., AT THE • \ ` 1 ISLE H4I7SE SOUTHERLY END OF CATCH BASIN 2 FT NORTH OF S A � Jh ��BEGINNING OF CURB RETURN. 0ELF-VAT10N: �� . F G1�� ff1300.686 � 7086 ET1 PANDA AVENUE DERBISH, PLAN AND PROFILECD CONSTRUCTION T.B.M. GUERRA & APPROVED BY: '.CcEXISTING PANEL POINT CENTERLINE ETIWANDA AVENUE / r ' DATE ���QAT STATION 13.89.16 ASSOCIATESCITY ENGINEER � (/V`'L����%it�` R.C.E. No.ELEVATION:1326. 77 Sra /Q/3s.SB ro 5�•4. is/f3-XeCIVIL ENGINEERS LAND SURVEYORSE 150 Q vE.,,c.N DERBISH, H};COMM1':NI)1:,) T/ =g �' 0, (Sec C7encr-3L A/o4 RANCHO�CUCAMONGA, CA17 91730DGA GUERRA &(909) 987-4306 DRAWN - ASSOCIATES sffE ;, A1c. � sl+r� �. ) 2 2 0 1 U 208Y DATE BY DATE DGA CIVIL ENGINEERS OFa, ��I�� DESCRIPTION OF REVISION cfIECKED 831 UTICA AH'A�c , �z�llr rsu DRAWING No. SCALE "=20 D EL E. UERRA R.� 29224 E,TP.3/31/03 APPROVED CITY 7� RANCHO CL'CA. CA. 91730 (909) 987-4306 ' 4