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HomeMy WebLinkAbout1723 II`/ZO : OT 00/LT190 6MP 'L00i196 BENCH MARK: 1 I I I i I i SAN BERNARDINO COUNTY BENCH MARK NO. A-230 - - CHISELED SQUARER AT NE CORNER OF 19th STREET AND CARNELIAN AVENUE (ADD 1500 FOR DATUM) tx i_ : �- I j R 'TURNC I '• � � I j i i i ! i I i t j 3 1 I� I i i i � � '/ •� 3 i ' I I I 1 _ -- ! ! � � �I V •¢ ETV RN ` i ! I ! O•r! T Q0 4x'I ! i 6..0Ii ! ! ! I ! I I ` I i i i i I � Y i i 'F 0vt*INE A DRIVE ' i 0 i -�___...• I I I i , i I i i i j i i i I 1 I I I ! I I i I i 1—.—• i I ! - ! SCALE. HOR. 1 "=20' VER. 1 "=4' I 0 1 2 3 GENERAL NOTES: IMPORTANT NOTICE: 1�-INSTAL. I&OW LUMEN NPSV STREET SECTION 4216/4217 OF THE GOVERNMENT CODE REWIRES A DIG ALERT LIGHT ON X157}ALG wooD POLE BY 1. All work shall be done in accordance with these plans, the City of Rancho Cucamonga Standards and the Standard IDENTIFICATION NUMBER BE ISSUED BEFORE A 'PERMIT TO EXCAVATE" WILL Y ^1 Specifications for Public Works Construction - current edition, including its annual supplements of amendments. BE VALID. FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE S.G.E. PAID r"�t7 AND CQRDI'�l/� I'ED ALERT TOLL FREE 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG. 1 R A Contractor shall be familiar with and shall be responsible for adherence to these Standards and Specifications. BY DEVELOPF-R. :i ON-SITE IMPROVEMENTS (PRI?) NOT A PART PRIVATE ENGINEER'S NOTICE TO CONTRACTORS: 0 STORE NO. 5478 1 OF THIS PLAN, SHOWN FOR REFERENCE ONLY-TYPICAL 2. All pipelines or substructures of any kind, telephone or power poles, water meters, valves, fire hydrants, etc. shown THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON T14ESE or not shown on these plans within the right-of-woy limits or in adjacent areas where improvement work is to be done THERE ARE OBTAINED NO INGYUTILISEARCH TIES OF AVAILABLE RECORDS. T PLANS.THE EST OF OUR RAKNOR 15 GE 6701 CARNELIAN AVENUE shall be the removed, replaced, relocated or protected in place as required at no cost to the City of Rancho Cucamonga. REOUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT TIT UTILITIES SHOWN AND ANY _ _ OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. j 3 Il , i- h RANCHO CU MONGA-, -CA - - - - - \\ 3. Any contractor performing work on this project shall familiarize himself with the site and shall be solely responsible for �! , ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE I ` d'S an damage to existing facilities resulting direct) or indirect) from his operations, whether or not such facilities ore shown PAN HA CONDUCT THEIR OPERATIONS THAT A MP A R I S y q q q y y p PLANS SHALL CO DUC E O E ONS so ALL EMPLOYEES RE PROVIDED A SAFE PLACE n 1 6 6� 3Z IOD I ._s ti '` \ \ TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL i I 6 56 on these pions. L �1 •� � _.. - \ \ \ COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMEfIT (GUY POLE) ♦ ! \ \ 1I �e,, \ OF LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION LL_I 50' ` ar \ NII \ ��� �vC \ 4. A permit shall be obtained from the City of Roncho Cucomongo Public Works, Engineering Department prior to any SAFETY ORDERS." UJ I \ \ a� ' Nry oma, \ZtJ7— V ,\ (s encroachment or construction within any City of Rancho Cucamonga easement or right-of-woy. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE KJ ANY WAY FOR THE CONTRACTORS' AND LJ_. \ (60 `i �i \ - - 1! J� `n L. �n n- 6J SUBCONTRACTORS' COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" u \ .C 's- - -� - i - I - 5. All grade stokes shall be set by the Contractor or Engineer. Paving stokes shall be set at all hinge points, edge of OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF �f" ;! h r \ \ !'• __ �. 1 � _ INDUSTRIAL RELATIONS' CONSTRUCTION SAFETY ORDERS.' v ` \ \ m r !r ' n w v n I more r 50 foot intervals. Additional paving stokes pavement points within 0 01 toot of sub grade elevation and of not thou (TS&SL)v`� { o O -- -- --- __ r� < ( a \ may be required by City Engineer as needed at warped or vertical curve areas. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY 44 _ s ! 1 \ FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, M \�0; � _ $ �_ _ 1 INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REOUIREMENT SHALL APPLY a`� N N 1 a , \ 6. All sewer, water, electric, gas, phone or other utility loterols, mains, or crossings shall be constructed prior to paving. CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR /T� , SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY V/ 1 1 N 1 �� p �• AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION HATH THE PERFORMANCE OF WORK ON W 7. Compaction tests of embankment construction, trench bockfill, compacting original ground and all sub-grodes shall be v THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER J a z j - �T ` �' MWNIM/N I8 CLEAR ? performed at no cost to the City of Rancho Cucamonga. A written report with these compaction tests shall be submitted OR THE ENGINEER. I --N0031 50 W 173.95 60.26FSII I Nll + o6 6 a / \ \ N 6 I MINIMUM to the City Engineer for approval prior to the placement of base materials and/or surfacing. UNAUTHORIZED CHANGES AND USES: i \ s Q CONSTRUCT 4 P.C.C. u I q�, _........._._.._.. a ._. ---- _ �PROTtCr WALL / WALK PER CITK I ."? (CGN•^ puwY.) I., IN PLACE THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, Z� \ I T_��TANDARDS �3 Rte_...__ .� I �ll oi� —.�.... —1.----- 8. At the completion of paving, o materials report shall be submitted to the City Engineer. Listing all tests Or UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANCES TO THE PLANS MUST �4 Jrn , determinations completed t0 verify stability ail content and gradation Of asphalt THE IN WRITINGANDMUST BEAPPROVEDBY THE PREPARER OF THESE PLANS. vin ..y I 13 R l3 R f6' cone. WALK) P Y Y gr P paving. +�± {} O (6' CONC WALK) ! 1 �- t� - A �� _ --- _-- BLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD o �` _ ..__— _..._... -- — - _ __ __ ___..�... .. „ 9. Prior to installation of an paving, a materials report shall be submitted to the Cit Engineer. Listing all tests or CONDITIONS IMMEDIATELY BE THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION `--- - r c;v _ r v a;1r1 a = V y g y g g AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. c - z 7 v; ►- V -� °� determinotions com leted to verif R- Value, sieve anal !s and sand ivalent of o e ate base. N � ��,rnLonc xr..G -'r"�o Co cornu U n � V� - c hh c � P Y Ys equ 9gr 9 van ri iu"'r.,.o `a ip`^r O'�, :n;n ,n,n�� p Of e > >,n a q) r� ,n;r,,n O O n,n ! v w v K of O O r� O hW) 10. Paving shall be performed in accordance with R-Volue and Pavement tests taken to determine structural sections. Vv y� �h hh hh DISABLED ACCESS NOTES: I 04 a0 as W PROTECT IN PLACE Li O 2 11. When improvements are to be placed on native soil which consists of a rocky material, the sub-grode shall be prepared 1. ALL SLOPES SHOWN ON THIS SHEET WERE DESIGNED AT OR BELOW MAXIMUMS Ih EX. CURB, GUTTER & SIDEWALK TO REMAIN o; W MAINTAIN 18 CLEAR 'n m ►� co �F r.1 of N by removing all rocks which protrude above the sub-grade and all voids or depressions shall be filled with o fine grade ALLOWED BY THE AMERICANS WITH DISABILITY ACT ACCESS GUIDE (A.D.A.A.G.) IN + �p '+7 tC MINIMUM ORDER TO ALLOW FOR CONSTRUCTION TOLERANCES. IT IS CONTRACTORS' 1 •� h � II � + k material of o quality better than the native moteriol. v) p h 2 3 ►.� W RESPONSIBILITY TO FAMILIARIZE THEMSELVES WITH A.D.A.A.G. AND IN THE EVENT a0 Z THAT A DESIGN QUESTION SHOULD ARISE, OR A FIELD CONDITION PRESENT ITSELF FD. BOAT SPIKE PER P.M. N 2 N �" V) ? N N + IQ O 12. If the asphalt concrete is to be placed on sub-grade, a soils sterilont registered by the E.P.A. for use under A.C. and THAT IS DIFFERENT THAN SHOWN ON THESE PLANS, WORK SHALL CEASE AND THE f NO 6822 & C.T.B. 2-70 _ _ _ _ _ _ _ + k _ - - - - - - - ENGINEER NOTIFIED SO THAT AN ACCEPTABLE SOLUTION CAN BE DETERMINED. _ _ _ _ N Q P.C.C. shall be uniformly applied of the manufacturer's recommended rote for the full pavement width prior to paving. 2. THE CONTRACTOR IS ADVISED TO CAREFULLY CHECK ALL PHASES OF WORK LEGEND: a O RELATING TO A.D.A.A.G. ACCESS FOR THIS PROJECT. SINCE THE CODE DOES NOT N O y 13. Estimate of quantities is provided by the Engineer only for the convenience of the developer, the contractor shall make ALLOW FOR CONSTRUCTION TOLERANCE. ANY CONSTRUCTION THAT EXCEEDS CONSTRUCT TYPE C' DRIVE PER CITY OF MAXIMUM OR MINIMUM DIMENSIONS AND SLOPES AS CALLED OUT BY A.D.A.A.G. AC ASPHALT O 3 his own determination of construction quantities before submitting a bid. Any item of work required by these plans which is ARE SUBJECT TO REJECTION BY THE CITY AND MAY BE REOUIRED TO BE REMOVED CTV CABLE TV I DELETE CARNELIAN STREET RANCHO CUCAMONGA STD. PLAN NO. 101 not specifically listed in the estimate of quantities shall be considered as included in the other items of work. AND REPLACED. NO EXISTING SURVEY MONUMENTATION P y TS TRAFFIC SIGNAL tV SL STREET LIGHT STA 0+00•00 M 14. Street signs per City of Rancho Cucamonga Standard Number 401 shall be constructed at each intersection. PB PULL BOX v WM WATER METER -� v. P a �a 1VIV WATER VALVE �J ~' C, �� t7!0, 15. City approval of plans does not relieve the developer from responsibility for the correction of error and omission discovered n pN r4 n 'w during construction. Upon request the required plan revisions shall be promptly submitted to the City Engineer for approval. SCE SO. CAL. EDISON mqn �y BW BACK OF WALK � :oma FF FINISHED FLOOR ---- -a w (CONC. DRW`Y.) 16. Work site and exterior streets shall be in a neat, clean, hazard free, orderly state, throughout construction. Site shall be FS FINISHED SURFACE Y� cleaned upon r i �� (CONC. DRWY) Q DELETE 2- ST- 11-1644T5 � POLES ADO GT. LIGHT ON p request of the inspector. FC FINISHED GRADE (CONC. DRWY) EXIST Wooer I co CRADE BREAK ` PP PIER CIT`( REpE•SIC_jN . 17. Contact all Utility Companies as required, 46 hours prior to excavation. TC TOP OF CURB DESCRIPTION OF REVISION DATE ITY FL FLOWLINE APPROVED CF CURB FACE 19th sr. CITY OF RANCHO C U C A M O N G A ® SCREEN/GARDEN WALL RETAINING WALL v~i (X) EXISTING ESTIMATE OF QUANTITIES: �Xx DIRECTION do RATE OF FLOW (FOR BONDING PURPOSES ONLY, ACTUAL QUANTITIES MAY VARY) O a Q SITE STREET SIGN _j PLAN AND PROFILE QUANTITY DESCRIPTION ITEM NO. o w EXISTING FIRE HYDRANT J CARNELIAN AVENUE 1078 S.F. TYPE "C" DRIVEWAY PER STD. PLAN N0. 101 1 © EXISTING AREA LOT ON CONCRETE BASE 650 S.F. 4"P.C.C. SIDEWALK PER CITY STANDARDS 2 w A FOUND LEAD & TACK TYPE •'A2-12" CURB & GUTTER PER CITY STD. rc C)-Q AREA LIGHT PER ARCHITECT'S PLAN - 22 L.F. PLAN N0. 104 MODIFIED CF=12 3 BASELINE RD. o QaO 04', FROM 246 S/0 TO 314 SAO 19th STREET DELETE 000 EN SV TRE IGH Y E. 4 ` a ��P I11 r ti J �' c� y� CITY FILE: CUP 99-10 LIGHT DELINEATION SHOWN HEREON INDICATES EXISTING PAI OR C IN B EV E m J ` y BOLD DELINEATION SHOWN HEREON INDICATES PROPOSED CONST. X c� rn GRAPHIC SCALErn " ``71'7 Underground Service Alert a * Exp 12.31-03 APPROVED BY: DATE FORE y 20 0 10 m 40 e0 SAN BERNARDINO FRWY. 1-10 s�T C�VII �\* CITY ENGINEER R.C.E. O. 3889 �� CBII' TOLL FREE _ 4M 1 F OF CAUEOQ DESIGN PREPARED BY: REC M END 1-8W-227-2600 nn_ _ ( IN FEET ) D.G. DAVID R. GRAY, IVC. IIIb 800 227 2600 1 inch = 20 ft. DRAWN 2510-G LAS POSAS ROAD PMB 455 SHEET VICINITY MAP CAMARILLO, CA 93010 1 OF 1 J.J. NOT TO SCALE ri`4 � ; ,7!_ 805-987-3945 805-987-1655 FAX TWO WORKING DAYS BEFORE YOU DIG CHECKED DRAWING N0. D.T. •"�'` �:L'�''�`,'� l,` R.C.E. N0. 47147 1723 DATE ' t-' FILE NO. 9840