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HomeMy WebLinkAbout14471. All work shall be done in accordance with these plans, the City of Rancho Cucamonga Standards and the ltandard Specifications or Public Works Construction - current edition. Contractor shall be familiar With and shall be responsible for adherence to these Standards and Specifications. 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 -xray 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. 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 Rngineering Department prior to any encroachment or construction with City of Rancho Cucamonga easement or riqht-of-way. S. 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 emba, nt 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. •. 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 graduation of asphalt paving. 9. Prior to installation of any paving, a materials report shall be be submitted to the City Engineer. Listing all tests or determinations completed to verify 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 final plan approval). 11. 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 which protrude above the sub -grade and all voids or depressions shall be filled with a fine grade material of a quality better then 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 manufacturer'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 Numbers 401 and 402 shall be constructed at each intersection. is. 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, through out construction. Site shall be cleaned upon request of the inspector. 17. Native soil 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. 1-800-422-4133. Provided for your convenience are the following: A. San Gabriel Valley Municipal Nater District Mr. Bob Stallings (213) 969-2718 for Base Line Road construction B. General Telephone (800) 422-4132 for underground service. C. Southern California Gas Company (714) 798-7739 1981 W. Lugonia Avenue Redlands, CA 92373 D. Cucamonga County Nater District (714) 987-2591 9641 San Bernardino Road Rancho Cucamonga, CA 91730 E. Metropolitan Nater District (714) 593-7474 P.O. Box 54153 Lou Angeles, CA 90054 F. Pacific Telephone Company (714) 999-5639 G. Southern California Edison Company (714) 983-1746 422 Borth Second Avenue Upland, CA 91786 19. The final or surface layer of asphaltic concrete roadway pavement shall not be placed until all utilities i utility laterals 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. . NOTE: RAMPS ARE TO BE NERVY BROOM FIMSHED TRANSVERSE TO AXIS OF RAMP. CURB & ,...moo WEAKENED PLANE JOINTS � 5j• BACK OF S/W DUAL HANDICAP RAMP DETAIL Z' iI'FitOrtl6T�t.%5/t2!'3.5? 7?7 aTI./3/f%52 ,lE FROM 6TA./6rf tG7.5Z 70 5TA -IVO 7'# 'If OZ 41 7' /t'- /7' 3/OE/✓.44K * /5 F1f�yEMCiVT ., I 0 MILLIKEN AVENUE N. T. S. / iROG / 52 TO STA. 0/tM OZ FROM 5TA . 10W7 Yo7 5Z 717 5TA. IV61-44M AU5 ALAY O'-AP'OoU5 .C#1Y I 2 9' 0#79 a'4 enol G/rY -IVa " Vc,C. Gq � g -,A/" ,Q111G•,�b.301. W/ W//'Fe M4 _ -,H RIGHT TURN LANE / BUS BAY DETAIL N. T. 3 NOTICE TO CONTRACTOR CONSTRUCTION NOTES & QUANTITY ESTIMATES BOTANICAL/COMMON NAME OTY. 1_ CONST. 5" A.C. OVER 4" A.B. SIZE (2 __ CONST . 8" CURB W/48" GUTTER PER DETAIL ON SHEET 1. C/NNAMGWMUM CA0-hVR41 CAMPHOR TREE 3� CONST. CURVILINEAR SIDEWALK PER CITY STD. DWG. NO. 304 (N -dol)- /3 &I= ¢n---- G"r. DUAL hNN01GAP RA"R* PER ,0WrA/L 4W ObtweT/. 4 EA. S� RELOCATE EXISTING STREET LIGHT. O CA. (p__INSTALL STREET LIGHT. (LUMENS PER PLAN; TO BE COORDINATED WITH S.C.R.) VEA. & CONST. 8" P.C.C. R/Galr mew u,velsv* 7t/A'weur PnX zwrA/- ew 'fNCCT i. 49 5F (>_SAWCUT AND REMOVE EXISTING A.C. PAVEMENT. 227Z6.F o- SAWCUT AND REMOVE EXISTING CURB & GUTTER. CONST. DRIVE APPROACH PER CITY STD. DWG. NO. 306. /tg //d8 S.F. REMOVE EXIST. 8" THICK P.C.C. BUS TURNOUT 2/ 9 9!2 INSTALL 15 GAL. CINNAMONMUM CAMPHORA AT 40' O.C. PER STD. 601 AND NOTES HEREON. /g e5f /3 INSTALL 22.000 LUMEN HPSV STREET LIGHT ON A TYPE 15 POLE WITH A 12' ARM. 2" CONDUIT SWEEP AND FOUNDATION PER CALTRANS STANDARD PLAN *ES -6B. LUMINAIRE SHALL BE CUTOFF TYPE WITH PHOTO ELECTRIC CELL. !¢ INSTALL 22.000 LUMEN HPSV STREET LIGHT ON A 26-4-80-45' SIGNAL ! 9:4. POLE WITH A 15' LUMINAIRE ARM, 2" CONDUIT SWEEP AND FOUNDATION PER CALTRANS STD. PLAN •ES -6R. LUMINAIRE SHALL BE CUTOFF TYPE W/PHOTO ELECTRIC CELL. / 44, 97INSTALL 22.000 LUMEN HPSV STREET LIGHT ON A 19-4-80-30' SIGNAL POLE WITH A 12' LUMINAIRE ARM, 2" CONDUIT SWEEP AND FOUNDATION PER CALTRANS STD. PLAN VES -6R. LUMINAIRE SHALL BE CUTOFF TYPE W/PHOTO ELECTRIC CELL. / 44. OG ---INSTALL +�6 PULL BOX. t 44. /J INSTALL 3" GALVANIZED STEEL RIGID CONDUIT. �5 $ INSTALL 1.5" GALVANIZED STEEL RIGID CONDUIT. t20G.F. /`� INSTALL 22.000 LUMEN HPSV STREET LIGHT ON A TYPE 15 POLE WITH A 15' ARM. 2" CONDUIT SWEEP AND FOUNDATION PER CALTRANS STANDARD PLAN *ES -6B. LUMINAIRE SHALL BE CUTOFF TYPE W/PHOTO ELECTRIC CELL. J. STREET TREE OUANTITIES STREET NAME BOTANICAL/COMMON NAME OTY. SPACING SIZE M/LL/KEN A�/E. C/NNAMGWMUM CA0-hVR41 CAMPHOR TREE /a V /56P4L. 7o,- Gor Pv,yr L[ VB L 1P go" UZ" Q "Me RIMS l� 46" I 8 1. WEAKENED PLANE JOINTS SHALL BE CONSTRUCTED NOT LESS THAN 10 FEET APART. 2. ALL CURBS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE "STD. SPECS. FOR PUBLIC WORKS CONST." UNLESS OTHERWISE INDICATED. TYPICAL SECTION 8" CURB FACE &• 48" GUTTER N. T. 0. 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 ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN. AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. AND IS RESPONSIBLE FOR THE PROTECTION OF. AND ANY DAMAGE TO. THESE LINES OR STRUCTURES. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- IBILITY 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 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 WORK. 6HEET / dF 8 0^6. a rE : -7- /-1/ BENCH MARK: BENCH MARK NO. 96-8 AT THE NWC OF HAVEN AVE. 19TH ST., 44 VT. W. HAVEN 3 FT. N. #, 19TH ST., SET x i DRIVE PIN W/C.S. TAG IN TOP t AT THE E. END 0£ A HEAD WALL } t , � � � } j t t ? : 1 : ♦ 1 t ` + : { i � i � } I ' � r 1 ; + + f J � i : 1 � + { t FOR 3-24" CMP--ELEV. 1430.686 1 t i : t -} + + � 1 f i V 1 i t 4 ! + � ! a i i. : i • i- , i , ♦ { -i j i -} j rr - 1 + t # ? f f 1 1 1 t f + 1 t ; ; + $ 3 + } 1 t 1 i i i i r , l .. 1 , t f t T i ; 1 1 1 1 ; l t 1 1 .. ...� - ; + ' � i• t j : _i ; : : ♦ / ♦ ; : ♦ , ; -1 1 1 i 'x -} I } -+ -' ( j i i -� - -4 i _ ILL j7( ! 1 - f 1 ♦ ♦ ♦ - ♦ i i ♦ ♦ - i 4 i i - , 1 1 T - 1 ♦ -� - - - T - + - T 'Y - -� } { Y_- _ - # � 1 1 ! t � � � � �_' - I ; + ; 1 1 1 fff Illi � # ;ter. - t t{ t } 4 , t � � � �- j 1 - 4 � + t -t } i T � , a . t ♦ i -1 i t , i � � , � i � r : , � f � -� , � -, t } } � } } ♦ ♦ i � + 4 �It 4 i 7Y , ; • ♦ , ♦ ; . t 1 �♦ i R• ♦ + ♦ i ; + + - , 11 ; f � � 1 1� # } - - j ; : ' + i 4 . . ♦ # , } t _ ' ' f ( jjj f ►; t a t t t;: t I r 1 j I I! 1 i lk V2 i - - - --- - } t t t : t t t ±A9 Sys' f t „ - t } {} i � t t t I I} ttIL i a i t i 1 { I # t t t I419 t t RZ :C h j fi 14 l , 11 �V* , } t _ - - - - - -- - — - - -- - -- -}-,- i , f t t t f t > . 111 •� 1 � vI i 1 11 : : At 4-1 -�1 4 L t i ; ; { ; ; 1 1 { ; 1 t t - - - - - - - -- - - 1 > CU AR //'EWALK NOT - - - - - a ' T I GURV/L/NEAR S LK SHAGG �3E GONSTiQ G G E W/TH f; 7V' 12 W6 /VO. 3GYf. NERAL G/NE AN/0 GKAIOE L 4>5 A5 SHOWN ' , : i - ♦ j 1 O/V THE L-A/V/OSGA 75 R. 4N. OVr4L OF THE LAYOUT O� GURV/L /NEAR - t � i � i ' � ? } � 5/DEINALKS SHALL ,BE MA/,E / FIE !O A/�✓USTE/J AS NEGE55ARY i : : t 3 : j ' -- - - - , F/r EX/ST/N6 F/EL/J GON/O/T/O/V5 ROVEIJ eK THE PU,dG/C WAQK5 t . : Ii t - i6 r171 INSPECTOR AA/22 PRO✓EGT PLAN - t WORK* /INSPECTOR SHALL T/F/E/� A M//V/M 4a HOUR9 PR/OR TO ; 1 I 3 - - -- - - - - -- - - - , i _ _ - } i _ j # _ i : ANT/G/PATE/7 P/EG/J / /ON. /N THE EI/ENT MAJOR Gam✓ ARE PROPt�SE/O t f } # ! : t ' TO THE GONGEP //�EW�(LK LAYOUT PLAN TWO 5ET5 O� IA15V PLANS 1 t r t t t t } SHOW/N OP05E/J Gf/AA/GE5 SHALL SUeAf1rrE/J A THE T/ME - - - - r a ; PROFILE SCALES: TH NOT/CE /5 GIVEN TO THE C17 -- - -- -- -- - G Uie � HORIZ. • 4d' - i t O t{-1 1 ,# VERT. Ion o I ► ', I i 1 A'�tAO /S/�+AO /�Z� /5'36.010 /�� /55tOt� /5iGr`Gb /57fG1� /S�tOIO /�fA� /")wM0V&"r)V P ASA!' SHr. /10 Av� /7, oma. AV. //If/, 7Z°RitA ACt".VW ^47r VASrA PKW1! WF'ST. r 77 SCALE-fO' AFFECT EXM-'T/NG STi'[/P/NK =ERRA . VISTA ���� r Tito woo IPKWV. WEST MILLIKEN AVENUE ,� 8v 8� g� A'g/TZ/TG A7411 L. HAIV/,741P /GIMPS t `� /MPROVL5t N7i9 ASR TK• AoV - ,^Z&71 /MA"RC1/CMl�'it/T PYANLS 2 h1 �W. /MPR zx sf/T'r ordF, &-PW AIV /2ti9 �1 \��• . •�1' �1 '!� t�' `' // �l �j `'. �� IO `/� 1 �1 M/LL/KE`M A►e 0728' eCrfv /MPR0�2MENT 2�1M5 J. R yp --�— C ^ �8 R�w A /O �` ��iv 9 17 /G 11 ` "INV' c 3 � ►. ¢ 17 I � 5 ++I � 13 � � � � � . � � 3 TtImA \K pwvw BAST ► 'A � M 8 ^fPVVeAfeA17�; A leR SHr. 2 40t3,� " Q N 0". NG. 1'372, 72XRA V/brA V3� V ^ 1� hya. $ vZ* �1 v �p � �'�� � � � �5r. srR�r'/ANPA�-nvrn'C�vT �� � � � v' ����,�nn � � � g� A�;`a�i� ? � �� ,�►.Q V. �• `�� PLANl9 /"ACOMM/LL/KENAI�L� Tb $ \ �p $`�� �\ � �j�1\ 1-isN .y� v G 8 r¢ 5 • -- CRM. S" A.C. OVER 4" A.S. 8 CURVE DATA /5IAV' 7a ----CONST. 8" P.C.C. RIGHT TURN LANE/BUS TURNOUT PER DETAIL ON SHEET 1. PLAN #ES -6R. LUMINAIRE SHALL BE CUTOFF TYPE W/PHOTO ELECTRIC CELL. 4>-SAWCUT AND REMOVE EXISTING A.C. PAVEMENT. ©--- INSTALL 22,000 LUMEN HPSV STREET LIGHT ON A 19-4-80-30' SIGNAL POLE WITH a-�AWCUT AND REMOVE EXISTING CURB i ('UTTER. A 12' LUMINAIRE ARM, 2" CONDUIT SWEEP AND FOUNDATION PER CALTRANS STD. DRIVE APPROACH PER CITY STD. DWG. NO. 306. PLAN *ES -6R. LUMINAIRE SHALL BE CUTOFF TYPE W/PHOTO ELECTRIC CELL. OVE EXIST. ST . P.C.C. BUS TURN -OUT . /(, INSTALL #6 PULL BOX . �2 -INSTALL 15 GAL. CINNAMONIMUM CAMPHORA AT 40' O.C. PER STD. 601 AND A� �--INSTALL 1INSTALL "1/2" GALVANIZGALVANIZED ED STEEL EL IRIG/DCONDUIT. VOTES HEREON. 1$ INSTALL 22,000 LUMEN SPSV STREET LIGHT ON A TYPE 15 POLE WITH A 12' ARM, &_�_ INSTALL 22,000 LUNEN HPSV STREET LIGHT ON A TYPE 15 POLE WITH A 15' ARK, 2" CONDUIT SWEEP AND FOUNDATION PER CALTRANS STANDARD PLAN #ES -6B. '2" CONDUIT SWEEP AND FOUNDATION PER CALTRANS STANDARD PLAN #ES -6B. LUMINAIRE SHALL BE CUTOFF TYPE WITH PHOTO ELECTRIC LUMINAIRE SHALL BE CUTOFF TYPE WITH PHOTOELECTRIC CELL. R L T /1 /2'•!IO'?'9" 273.33' GAO. lfv -4V. 07' f- CONST. I" CURB W/49" GO'I'TER PER DETAIL ON SHEET 1. o o 00 3 ITT STD. DUG. NO. 304 (11-6'). �-CONST. DUAL HANDICAP RAMP PER DETAIL ON SHEET 1. � IH'STAIS iZ, 000 LET IIIiE'A HPSV STREW LIGHT OH A26 -4-90-4514S' SIC;IIAL POLE HI ---1tELOCATE EZISTING STREET LIGHT.TS � NSTALL STREET LIGHT. (LUMENS PER PLANE TO BE COORDINATED WITH S.C.E.) A AVG•OV15' LUMINAIRE ARM, 2" CONDUIT SWEEP AND FOUNDATION PER CALTRANS STD. . -7' •25' /5IAV' 7a ----CONST. 8" P.C.C. RIGHT TURN LANE/BUS TURNOUT PER DETAIL ON SHEET 1. PLAN #ES -6R. LUMINAIRE SHALL BE CUTOFF TYPE W/PHOTO ELECTRIC CELL. 4>-SAWCUT AND REMOVE EXISTING A.C. PAVEMENT. ©--- INSTALL 22,000 LUMEN HPSV STREET LIGHT ON A 19-4-80-30' SIGNAL POLE WITH a-�AWCUT AND REMOVE EXISTING CURB i ('UTTER. A 12' LUMINAIRE ARM, 2" CONDUIT SWEEP AND FOUNDATION PER CALTRANS STD. DRIVE APPROACH PER CITY STD. DWG. NO. 306. PLAN *ES -6R. LUMINAIRE SHALL BE CUTOFF TYPE W/PHOTO ELECTRIC CELL. OVE EXIST. ST . P.C.C. BUS TURN -OUT . /(, INSTALL #6 PULL BOX . �2 -INSTALL 15 GAL. CINNAMONIMUM CAMPHORA AT 40' O.C. PER STD. 601 AND A� �--INSTALL 1INSTALL "1/2" GALVANIZGALVANIZED ED STEEL EL IRIG/DCONDUIT. VOTES HEREON. 1$ INSTALL 22,000 LUMEN SPSV STREET LIGHT ON A TYPE 15 POLE WITH A 12' ARM, &_�_ INSTALL 22,000 LUNEN HPSV STREET LIGHT ON A TYPE 15 POLE WITH A 15' ARK, 2" CONDUIT SWEEP AND FOUNDATION PER CALTRANS STANDARD PLAN #ES -6B. '2" CONDUIT SWEEP AND FOUNDATION PER CALTRANS STANDARD PLAN #ES -6B. LUMINAIRE SHALL BE CUTOFF TYPE WITH PHOTO ELECTRIC LUMINAIRE SHALL BE CUTOFF TYPE WITH PHOTOELECTRIC CELL. oyl �cfj /S�Q ��-CONST. 5d ,� /a,' 7 /.�' B.AD' /7 40' /5.25' 20 Ol7' 3/7P' 20.30' 62 vl g 3 f /MP/!'Ot2�MCN1✓ P!.rtC 5617. fsORG TR. NO /327/ /MPROIeiVT PLANS. BASE LINE ROAD DESCRIPTION OF REVISION DATE CITY IAPP6tOVE0 CITY OF RANCHO CUCAMONGA KMLtKEN AVENUE STREET MPROVEM NT PLANS ETA. 1" 88.92 TO STA. 141 ISM APPROVED BY: DATEk•'s -2' QROFESS1p, CITY ENGINEER ZRCE. NO.24953 jONff. e, DESIGN MA ND ASSOCIATES, INC. RECOMMENDED mooL. 6. OF THE INLAND EMPIRE Street, Eq. �� DRAWN RANCHO CUCAMONGA, CA 91730 SHEET * M A. C. PHONE (714) %84311 2 OF 4 FAX (714) 94846464 CAUL CHECKED R.C.E. N0� DRAWING N'0. E /� FILE NOM21 7 / / '54, k -. I o1 t F- /7Wh. /VA re: 7 Z GENERAL 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 adherance to these Standards and Specifications. 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, 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 him- self with the site and shall be solely responsible for any damage to existing facilities resulting directly or indirectly from his opera- tions, whether or not such facilities are shown on these plans. 4. 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 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, com- pacting 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. Lising all tests or determinations completed to verify stability oil content and Gradation of asphalt Paving 9. Prior to installation of any Caving. a materials report shall be submitted to the City Engineer. Listing all tests or determinations completed to verify: +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 final plan approval) 11. 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 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 manufacturer's recommended rate for the full pavement width prior to paving. 13. Estimate of quantities is provided by the Engineer only for the con- venience of the developer, the contractor shall make his own deter- mination of construction quantities before submitting a bid. Any,+,d 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 Numbers 401 and 402 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 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 # 1-800-422-4133. Provided for your convenience are the following. A. San Gabriel Valley Municipal -Water District Mr. Bob Stallings (213) 969-2718 for Base Line road construction B. General Telephone (800) 422-4132 for underground service C. Southern California Gas Company (714) 798-7739 1981 W. Lugonia Avenue Redlands, Ca 92373 D. Cucamonga County Water District (714) 987-2591 9641 San Bernardino Road Rancho Cucamonga, Ca 91730- E. Metropolitan Water District (714) 593-7474 P.O. Box 54153 Los Angeles, Ca 90054 F. Pacific Telephone Company (714) 999-5639 G. Southern California Edison Company (714) 983-1746 422 North Second Avenue Upland, Ca 91786 19 The final or surface layer of asphaltic concrete roadway pavement shall not be placed until all utilities & utility laterals 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. f ro • &7 re 4 EAaCMEN, �It V t TYPICAL SECTION HO `•'C'/1Lf_ r90M STA. 3 (07. M 7th STA. G7442.SO &4SPEMENT ELLENA WEST TYPICAL SECTION NO "ALA rROM STA. 0-,0L 77 24 M STA. 2 t20.f3 8 ELLENA WEST TYPICAL SECTION NO SGgL6 ,FROM 6 r • 6 f TO.99 - 7V STA. 8 t G8 . ¢4 a1-/9 r- AWS ,^y 01- // J. f 9 r4 / I • .r d � Cray Mq Wrr sm e • rG�. qc� -- ,oma. rb• �� w/ w/�,a Merl RIGHT TURN LANE PRIVATE ENGINEER'S NOTICE TO CONTRACTOR 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 THIS PLAN. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 9 • 0 SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO- JECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE- MENT 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,EXCEPT.ING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. i _CONSTRUCTION NOTES ik WANTTTY ESTTMA a /�--CONST. ¢" A.C. ON 4" A.B. --------------- - ---__-_- 3.ra,7js 5.f? 2a -CONST. 8" CURB W/24" GUTTER PER CITY STD. DWG. N0. 303.-----• ------- - �i26'i� L»f CONST. 8- r -CC. /t1GHT TUMAI 4ANE I-e/t DL-r,4iL As SHOwry 01V THIS Q�)_-CONST . P.C.C. SIDEWALK PER CITY STD. DWG. NO'S. 310 i 311. - - - - -•- - -- 4, /f( b A4405F �© IN-5TALL. STREET TRCES PER NOTES,$ LEGEND Ohl !BHT. 4 Zro eA. 6�-_CONST. CATCH BASIN NO. 3 (W & V PER PLAN) PER CITY STD. DWG. N0. 504.------------------------------------------------------=---------------- 2 �i4. (D -CONST. LOCAL DEPRESSION (CASE -B-) PER CITY STD. DWG. NO. g�--REMOVE EXIST. BARRICADE AND EXIST. TEMPORARY PAVEMENT.------- ------------ 'i4 L.I -•CQ^/r' DR/V8 APPRO C -H �V /*&^ PrANJ P'ER Cly s 9 T � 1-0. on.C,, mo. soc--- 2,124sf �I.szesx &-INSTALL STREET LIGHT (16,000 LUMENS) WITH EXTENDED MAST (TO BE INSTALLED BY S.C.E. AND PAID FOR BY THE DEVELOPER):--------- /0 !/ /N5Ti9LL AZ_HA"0VCA A W"ZW fA - 470 lr6EC7.--W& e 14 A R CAST IMO" ........ 0 /t IW67ALL G" 40440 w111M tKe crv_2;�>Alis svv ,vo. i�r !8 /•VST,4GG G" D,4,SA ED 101/7,E 4;447R,4" 47> Ab 3�,q 2Q--/N5Ti4 L,G ",aIeA6 ,1,kVI&' M (laic t,F(!T /�iGC�S k/!Tf/ OIREC%l0/tG�C. �RoKl' 19i�;e C,4LZIP-AIVs .sln. 61W. 04. Q-6AWC(/T ¢ REMOVE E X/ST. Ct1Rf3 0 ga77Fa'Z _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - -. /3¢ Z F Q '�-� STREET TREE OUANTITIES i No. 62183 ) * Exp. f•D''r MAVac.Z (AS-50c�A7,15-8 )Ot� j.6.0t. 712 •/226 - -An s� T N& 1 8 Eq, 1/'I NOTICE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DIS- CREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. •P• 1'-40' BELVINO SIR E1 PLAN - 1810.2/) PF : 881 281 21 -D -o-0-0 11:5C ASS / 12b-081-1 o\„ J. 0^7-C: y/ el e BENCH MARK: BENCH MARK NO. 96-B AT THE GJ. r i0 i HAVEN AVENUE AND t NUC OF , Y t_ t-- j , o. c. J g/G.S3 7 ✓P1.= a>?6.7t L Y!'tt �� L=Ga. 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CONS T. 8 " 1C. C. /T/GNT r4114W LA AIE PER BETA/L OW 5�/CEj No . 1 . 0, - � 4�-J CONST. P.C.C. S I DEWALR PER CITY STD . DWG- Zi0 . S 310 311. ALO ST, © I 9 '�I �� CONST. CATCH BASIN NO. 3 (W & V PER PLAN) PER CITY STD. .. � �. -� PARCEL MAP 13825 to'w No. CAL CON CONST . LOCAL DEPRESSION (CASE B") PER CITY STD. DRG. NO. 518. 2.7/ ' VISTA PARKWAY EAST ,� $6" �, 3°I" S.00' 12 •oro' 7.s1 ' � Q2 .. DATE: z 890 13' S0" S.00' M.46 7.89 AZ -HA v1♦bTA r-OUIV,vrCY" #A - g7L2 R6G rtivrr�� ,tic OF ESS! C.4_1,-% /ICON/d/P� DESIGN I" THE OFIN OF RECOMMENDED �7 -- ,Ar No. CAL CON CONST . LOCAL DEPRESSION (CASE B") PER CITY STD. DRG. NO. 518. tERRA VISTA PARKWAY EAST 3 8�- �- REMOVE EXIST. BARRICADE AND EXIST. TEMPORARY PAVEMENT. /p/ A 00NK ST CUR/VE APPP-OAGH (v PER 191^0 PLR CITY STD. O\vG. Nle. -9 6 TO BASE LINE ROA /O INSTALL STREET LIGHT ( 9,.560 LUMENS) WITH EXTENDED MAST WNe/RE /VEf�O APPROVED BY' .. DATE: (TO BE INSTALLED BY S.C.E. AND PAID FOR BY THE DEVELOPER) . CITY ENGINES R.C.E. N0. 24953 AZ -HA v1♦bTA r-OUIV,vrCY" #A - g7L2 R6G rtivrr�� ,tic OF ESS! C.4_1,-% /ICON/d/P� DESIGN I" THE OFIN OF RECOMMENDED Q f5 �0 �T�X� Sf}H(Clll' REMOVE EX/ST. Gc/�B GruTT5R /Q,•A. M. AMm ffAUKU � IF SAM tW OOtIm ' �4, �S NA, I 8 00140jumm am AND LAND PLMOO+o SH�ET DRAWN raft�� M T JR ,.. W IMw"loU, Ap seri., s 0 • 0 0 UPLAMM c UPOPMA WM OF __T_ (,��Y"• * CHECKED P"ONap"N& DRAWING N0. DRIV ►AT DETAIL *�� ..�,-� R.C.E. MO / ._/0 , D E 117&j FILE NO _ / _ - - - -- 1'- _V i LAU - 1 ". . i t •1 261 - : r / 1" +- m•1=1 ocvc. o�►r� � -/- 9/