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HomeMy WebLinkAbout1092GENERAL NOTES 1. All work shall be done in accordance with these Plans, the City of 19. Vie final or surface layer of asphaltic conererte roadway Rancho Cucamonga Standards and the Standard Specifications for Public pavement shall not be placed until all utilites and utility Works Construction - current edition. Contractor shall be familiar laterals within the roadway have been installed, all on-site with and shall be responsible for adherance to these Standards and improvements including all grading have been completed, and Specifications. all unacceptable parkway and roadway improvements are re- moved and replaced to the satisfaction of the City Engineer. 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-cf-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. 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 -embankment construction, trench backfill, com- patting 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 installaticn of any paving, a materials report shall be submitted to the City Engineer. Listing all tests or determinations t•� 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 nativr 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 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 all Utility Companies as required, 48 hours prior to excavation. 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) 529-2889 2191 E. Birch Street (714) 529-7070 Brea, CA 92621 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 NOTICE CONTRACTOR SHALL.VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DIS- CREPANCIES TO THE ENGINEER PRIOR TO THE.COMMENCEMENT OF WORK. 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. 6� 4' A A ,wlL,srJ 1 TYVICAL SECTION �vrs. SPRUCE AVENUE SPECIAL NOTE FROM PRIVATE ENG71dEER TO CONTRACTOR v 4. 'Aoilo 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, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. ONSTRUCTION NOTES & QUANTITY ESTIMATE 1. CONST. 4" A.C. OVER 4" A.H.---------------- ----- /0.90C9 Sr`• 2. CONST. 8" CURB W/24" GUTTER PER CITY STD. DWG. NO. 303r----- f 72 L • R 3. CONST. SIDEWALK PER CITY STD. DWG. 190. 310 i 311.- 11.-4. CONSULTING CIVIL ENGINEERING 4. REMOVE EXIST. REDWOOD EEADER i JOIN EXIST. A.C, PAVEMENT . - - - 'O L --)w S. INSTALL STREET LIGHTS, 9500 LUM. (P' aT ) • -- -- - - -- --- - - .l A.,A DATE 1/4-" FILE No. CLfYST. HAAM4PPW ACCESS RAMP 4V STRAJGN'r AREA) PE 7? QTY STA /021— / EA. I BENCH MARK: BENCH MARK NO. 96-B AT THE NWC OF HAVEN AVE. i 19TH ST., 44 FT. W. J HAVEN & 83 FT. N.1t 19TH ST., SET DRIVE PIN w/C.S. TAG IN TOP AT THE E. END OF A HEAD WALL FOR 3-24" CMP--ELEV. 1430.686 l i crarcWJ 1 I re i, '�'r \ \ J L, KEY MAP CONST. SIDEWALK STA. 28.93.45 TO 3476.9/ REMOVE CURB, GUTTER J PVMT, CONST. BUS BA Y STA. 29.80 TO STA. 33.03, ADD Sr TREES 3/L319j ASR PIL /-TYAFAF AM MCA#M-Ail PFn ArtW CC PAAA0 DESCRIPTION of REVISION oArc laFIFIFtOVE CITY of RANCHO CUCAMONGA SPRUCE AVENUE STREET IMPROVEMENT PLANS DAT E/?,////8b RCE.No-2/0/7 RECOMMEND D Ovid t % 6C SHEET OF -�--- OR AW1G NO. TITLE SHEET APPROVED BY cxP V fflos'9 CITY ENGINEER iy P.-V'v DESIGN MADOLE AND ASSOCIATES, INC. N , OF SAN BERNARDINO COUNTY CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING 645 N. Mountain Ave., Suite 105 UPLAND CALIFORNIA 91786 PHON? (714) 94� - 2949 IM100oZ- T* RCE. No -A CHECKED4& c�TY DATE 1/4-" FILE No. DAT E/?,////8b RCE.No-2/0/7 RECOMMEND D Ovid t % 6C SHEET OF -�--- OR AW1G NO. 1 f -� _ t---- -J - - - - ,tet - - t �� ENCH , 8MARK: m,, c� r j } -- -- - '�- _ _ - - t t - - -� - - - - - BE MARK W. 9$-H THE NWC 4 F HAVEN AVE. i 9 1 ST., 4 FT. W. * HAVEN 183 FT. N. t 19TH ST., SET DRIVE PIN w/C.S. TAG IN TOP AT THE E. END OF A HEAD WALL FOR 3-24" CMP--ELEV. 1430.686 t Jp J t u , t I ; G• f - - - - - - --- - - - -- - -- - - - - + s- I , t- , Nilt - - - - - _ - - - - - , • -v, + , tl + t} t - -- - - -- - tA = }} tU/ I} r I ; , , 1 t, t 1 r r -� t - -- - r 1 11 _ ll 1 - - : t 1 , - - - - i - 3 -� - - - - - } - r 7 4 , -- ' t - # } -} } - - } - t - tr - - - t - - - - -- - - - , L1 t ; , }V r t I i , I , I } -- - • - -� -- - - i - t ` : I : I , W 7~Q�. 4.� _ } } + - t _ i - rt t tt } } t f 1k I 1 , : , 1 , . . , , - t -4L t, , ' j , r or : 74 0 i— - 29 30 31 32 33 34 35 Jwx tp CONSTRVCTION NOTES: s A, 4 T — 7 S"-� � /.�, � . C � �/� ) � � O CONST. 4" A.C. OVER 4" A.B. CAIS" ISS'' RCIr A\/ F: NUr PA R K � STREET TREE LL1 frYP.J 10 J9 v C I � � �I•j li � � II r-: J�tcY No?trol-K nwv vo t p clog 5/ti G T 25,0 _rRAcT ND 12802 -,1 SPRUCE AVENUE d e0AWMX)tW N07FS' - SMEEr ME / ALL S7NEET TREES ARE 7V BE PLANTED AV ACCORDANCE 17TH C? Y STD. PLAN /V17 5V. P. ALL STREET TREES SIVALL W PLAWW AAD STAKED ACCOMMVG 7i7 C777 STD. PLANS ASS: 302 AAv 303, AS P141OXAI+1'TY ro HARDSCAPE ACrAM& I PAMIR 7D CFANY PEAMA% ANA6RMDNAC'5MS AEPbRT SHALL BE FG14 wssw 76 77,E qrY A %cFCTA4 ANY GllVSUAL TOX/C/7E-S OR NUTRIENT DIEFICENCES MAY REOuw BACKFILL SOIL AAffM%WNTS, AS DEM?MAV£D BY 175E C/rY AKSPEC70R. ,K a ALLVE 1V AVSPEC'TJtW AAV AC><.'FPT MT TR.� M131 ION DETAII S. STREET TREES ARE lig BE PLANTED PFR ftft V �vEWhT �.. PLAN I//Ei�Y VVI■r AA/S Law. Y, f AAt7T TO SCALE J f mor 70SCr4LE / P1L i. • l I , , � �1 I, I , II•II� il�"'' I�, I Mou>�T^I/v Vt.=W 0/1t/ vc- 5,E•a eH J : 6 cr 32, vwo. /vo. &8* fOlt r..1ofzs, pWc. No . 98/• -VR NJ 1 12P72 -TRACT NO s�r. 7ta�eecOi:x CONST.1_#f7ED a' CLA419 PER ACCESS CURB . BUS 84Y QErAk PER DETA/L TM'S rms• s;,E r StEEr e- crm MY` PER arY sm DAG 104 - Ct izv4F DArA : 2' BUS, Ale LOADING 7`- r L ONLY1 orIm sl /032.00' ts.8y, on 9s' , _ 02.27'30" /000.00' ,fs•4?' t/• 7,91 c A9•5529 jam', At 42* Q D AF"40'49' 06:67 Ja23' A%9' Q E E'40'49' 2713Y BR 49' •lair STREET TREE LEGEND LAC MS - /-//2C BOTAWAL NAAAF CWM NAAor SIZE OTY. PA CM ♦. PINUS CANARENSIS CANARY /SLAM? PINE 24' BOX 25 20' 12802 -,1 SPRUCE AVENUE d e0AWMX)tW N07FS' - SMEEr ME / ALL S7NEET TREES ARE 7V BE PLANTED AV ACCORDANCE 17TH C? Y STD. PLAN /V17 5V. P. ALL STREET TREES SIVALL W PLAWW AAD STAKED ACCOMMVG 7i7 C777 STD. PLANS ASS: 302 AAv 303, AS P141OXAI+1'TY ro HARDSCAPE ACrAM& I PAMIR 7D CFANY PEAMA% ANA6RMDNAC'5MS AEPbRT SHALL BE FG14 wssw 76 77,E qrY A %cFCTA4 ANY GllVSUAL TOX/C/7E-S OR NUTRIENT DIEFICENCES MAY REOuw BACKFILL SOIL AAffM%WNTS, AS DEM?MAV£D BY 175E C/rY AKSPEC70R. ,K a ALLVE 1V AVSPEC'TJtW AAV AC><.'FPT MT TR.� M131 ION DETAII S. STREET TREES ARE lig BE PLANTED PFR ftft V �vEWhT �.. PLAN I//Ei�Y VVI■r AA/S Law. Y, f AAt7T TO SCALE J f mor 70SCr4LE / P1L i. • l I , , � �1 I, I , II•II� il�"'' I�, I Mou>�T^I/v Vt.=W 0/1t/ vc- 5,E•a eH J : 6 cr 32, vwo. /vo. &8* fOlt r..1ofzs, pWc. No . 98/• -VR NJ 1 12P72 -TRACT NO s�r. 7ta�eecOi:x CONST.1_#f7ED a' CLA419 PER ACCESS CURB . BUS 84Y QErAk PER DETA/L TM'S rms• s;,E r StEEr e- crm MY` PER arY sm DAG 104 - OWN 4'AA I' P• -C: CCAC 9EE7F N/WIRE AEW Wx614V !�V n BAY SCALE J /01 � B'P.GC: Cq+VC77ETE �Ii10FESS/p� WIM7RE AESH f6'm6W 6A•J �y1I T N& 146141 O CONST. S" CURB W/24" GUTTER PER CITY STD. DWG. NO. 303. © O CONST. SIDEWALK PER CITY STD. DWG. NO. Slea311-.,103 `(D REMOVE EXIST. REDWOOD HEADER i JOIN EXIST. A.C. PAVEMENT. © 5 INSTALL STREET LIGHTS, 9500 LUM . (,Cy O j MM -0) - /0 6 CONST. HANDICAPPED ACCESS RAAiP av S77?A/GHT AREAi PER CITY STM DAM AV, /02• /QO7 RE&v1/E EXsm6 am d GUTTER Q O AnocA7F E=77m STREET LK4/T QO9 s4MC'u. T d MU17VT C Gig EXIS7ANii A.C. REPLACE M1 M FUL A•C: 3EMM (4' A. C ODER 4' A.BJ Q O NYSTAL L BKls BAY PER &rmx nw swrr QO AVSTALL VE-a4L -SaA?& SUS LOAAW ME Y' SMV MiW E 840rQ70tM WI ED BORDIER, LEG£AC d SYM1401_ PER DIETA/L 774'S S7EET. Q O CvwrRUCT 9' 07.1414 OIM! Y PEER ary sm DAG ICM QO caysTRUCT TYPE i' 7RArC mrmwxwn PER arY sms ©O C*VSnmxr ASD LAMTFD ACCESS a W PER STD• 103-C t AETM& nw w7r• LL caysT. SVE ELK STA. 29.9..45 7v .i4*7S.A( REMbvE am, GUTTER L PV r coNsr Bus BAY STA. 2946 76 STA..i -65, 3� �Q3 A09 Sr 7AEFS PER P.* IJ75 ADD NAND/CAPPED ACCESS RAMI? DESCRIPTIONoi REVISION IPATE LPPROVE CITY of RANCHO CUCAMONGA SPRUCE AVENUE FROM STA. 2844.12 TO STA. 34x93.41 STREET IMPROVEMENT PLAN APPROVED BY DATE /211/ CITY ENGINEER iy RCE. Nc 2/8/7 DESIGN MADOLE AND ASSOMATES, INC. RECOMMED D �•y. OF SAN BERNARDINO COUNTY A . a CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING • SHEET 549 N. Mountain Ave., Suite los Cg.l •)m. UPLAND CALIFORNIA 91766 2 �F 2 PHON9(714) 946-2949 CHECKED RCE•No/¢ DRAWING NO. C./TY DATE Z 3-06 FILE No. /092 J•N• /26 - G�`f 5 SCHOOL 2' BUS, Ale LOADING 7`- r ONLY1 Ale 715 T 0 9945 AM Ar N5 M 200 PM AV7M MCS 7D BE DIETERUAD BrSCM9M SIZE, BORDER WlDTHr 3/8" MOIRG/N MI 77 # I/4' LETTER SIZE, SERIES d smAE Mvny7 LhW /--4 - 2C LAC MS - /-//2C AACAZ7?0LAP M'MTE BORDER, LEMW RED S/G'W DETAII ♦. • f NOT 0 SCALE J OWN 4'AA I' P• -C: CCAC 9EE7F N/WIRE AEW Wx614V !�V n BAY SCALE J /01 � B'P.GC: Cq+VC77ETE �Ii10FESS/p� WIM7RE AESH f6'm6W 6A•J �y1I T N& 146141 O CONST. S" CURB W/24" GUTTER PER CITY STD. DWG. NO. 303. © O CONST. SIDEWALK PER CITY STD. DWG. NO. Slea311-.,103 `(D REMOVE EXIST. REDWOOD HEADER i JOIN EXIST. A.C. PAVEMENT. © 5 INSTALL STREET LIGHTS, 9500 LUM . (,Cy O j MM -0) - /0 6 CONST. HANDICAPPED ACCESS RAAiP av S77?A/GHT AREAi PER CITY STM DAM AV, /02• /QO7 RE&v1/E EXsm6 am d GUTTER Q O AnocA7F E=77m STREET LK4/T QO9 s4MC'u. T d MU17VT C Gig EXIS7ANii A.C. REPLACE M1 M FUL A•C: 3EMM (4' A. C ODER 4' A.BJ Q O NYSTAL L BKls BAY PER &rmx nw swrr QO AVSTALL VE-a4L -SaA?& SUS LOAAW ME Y' SMV MiW E 840rQ70tM WI ED BORDIER, LEG£AC d SYM1401_ PER DIETA/L 774'S S7EET. Q O CvwrRUCT 9' 07.1414 OIM! Y PEER ary sm DAG ICM QO caysTRUCT TYPE i' 7RArC mrmwxwn PER arY sms ©O C*VSnmxr ASD LAMTFD ACCESS a W PER STD• 103-C t AETM& nw w7r• LL caysT. SVE ELK STA. 29.9..45 7v .i4*7S.A( REMbvE am, GUTTER L PV r coNsr Bus BAY STA. 2946 76 STA..i -65, 3� �Q3 A09 Sr 7AEFS PER P.* IJ75 ADD NAND/CAPPED ACCESS RAMI? DESCRIPTIONoi REVISION IPATE LPPROVE CITY of RANCHO CUCAMONGA SPRUCE AVENUE FROM STA. 2844.12 TO STA. 34x93.41 STREET IMPROVEMENT PLAN APPROVED BY DATE /211/ CITY ENGINEER iy RCE. Nc 2/8/7 DESIGN MADOLE AND ASSOMATES, INC. RECOMMED D �•y. OF SAN BERNARDINO COUNTY A . a CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING • SHEET 549 N. Mountain Ave., Suite los Cg.l •)m. UPLAND CALIFORNIA 91766 2 �F 2 PHON9(714) 946-2949 CHECKED RCE•No/¢ DRAWING NO. C./TY DATE Z 3-06 FILE No. /092 J•N• /26 - G�`f 5