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HomeMy WebLinkAbout2279pi M -=I �, I q�­! !�' ii .. ... i n I 41111 111 111�1 1`1111 GMER411- NOM: 1. All work shall conform to the City of Rancho Cucamonga Standard Drawings and the Standard Specifications for Public Works Construction, (Green Book), 2009 Edition and including the 2010 supplement. 2. Public and Private utilities and substructures shown hereon are from available records. The Contractor shall be responsible for protecting all utilities and substructures as shown within the construction limits of this project and shall be responsible for any damage as a result of the construction operations. DEER CREEK CHANNEL BIKE TRAIL IMPROVEMENTS.o FROM BASE LINE RD. TO HIGHLAND AVE. 3. The Contractor shall notify Underground Service Alert 1- 800 - 422 -4133 and the following utilities two EXISTING 1 working days prior to construction or regarding any problems. 2 ROAD I Southern California Edison Co. – EMERGENCY ONLY (800) 611 -1911 Southern California Gas Co. – EMERGENCY ONLY 800) 427 -2000 CL Verizon Co. 909))] 469 -6340 tO— Charter Comm. – Jun Capalong 951 343 -5171 1909 I tof 21 Cucamonga Valley Water District – EMERGENCY ONLY 987 -2591 4. The contractor shall notify the City of Rancho Cucamonga Police Department, The City of Rancho Cucamonga Fire Department and any affected school district, 72 hours prior to construction 3a— indicating any detour and /or road closures. iESH 5. For inspection of this project, the Contractor shall contact the Public Works Section at (909) �ES 477 -2740, Monday – Thursday, and at least two working days prior to the construction start date. 6. A permit shall be obtained from the City of Rancho Cucamonga and San Bernardino County Flood PROTECT –IN –PUCE Control District prior to any construction or encroachment within any City of Rancho Cucamonga RELOCATE easement or rights –of –way. 6o- 7. The Contractor shall familiarize himself with all underground utilities, pipes and structures, and shall take sole responsibility for the repair /replacement, at no cost to the City, for any damage to said underground utilities, pipes and structures. 8. Contractor shall verify all conditions and dimensions shown on the plans at the site prior to commencement of any work. All discrepancies shall be reported for direction immediately to the City. 9. On the date and at the time of the submittal of the Bidders Proposal the Prime Contractor shall possess any and all contractor licenses, in forth and class as required by any and all applicable laws with respect to any and all of the work to be performed under this contract; Including but not limited to a Class A° License (General Engineering Contractor) or a Specialty Class 'C -12' License (Earthwork and Paving Contractor) sufficient to cover all the work to be performed by the Prime Contractor in accordance with the provisions of the Contractors License Law (California Business and Professions Code, Section 7000 et. seq.) and rules and regulations adopted pursuant thereto. EXISTING SURVEY MONUMENTATION All existing survey monuments that will be disturbed by this project shall be referenced and reset by the City's Construction Surveyor in accordance with Section 6771 of the California Surveyors Act. Monuments found by research of available City records and by field survey are shown on the plans and described as follows: (None Found) 50' 50' TYPICAL X— SECTION 1"=10' Underground W Service Alert Call: TOLL FREE — 800 - 422 -4133 TWO WORKING DAYS BEFORE YOU DIG RANCHO CUCAMONGA SPECIAL NOTES: 1. WHEN PROPOSED AC PAVEMENT MEETS EXIST. AC PAVEMENT, A VERTICAL CUT SHALL BE MADE AT THE EXISTING AC PAVEMENT AS DIRECTED BY THE CRY'S INSPECTOR. 2. WHEN REMOVING EXISTING POSTS ON EXISTING PCC, PATCH HOLES WITH SAME MATERIALS. 3. ALL REMOVED FENCE FABRIC AND GATES SHALL BE SALVAGED AND RETURNED TO SAN BERNARDINO COUNTY DISTRICT. 4. ALL EXCESS MATERIAL GENERATED BY GRADING OPERATIONS SHALL BE DISPOSED OF OFFSITE. NOTE: STEEL PIPE TO BE PROVIDED BY CITY. CONTRACTOR WILL BE REQUIRED TO PICK UP FROM THE BARRET BASIN AND CUT STEEL PIPE TO LENGTH. SEE EXHIBIT F IN THE SPECIFICATIONS FOR t'.V LOCATION. V 8%" O.D. SCH 80 STEEL PIPE. FILL PIPE SOLID W /CONCRETE Q' v 1' 4' OR 8' WIDE AC PATHWAY 1' AND FORM DOMED CAP. PRIME AND PAINT W12 COATS OF GREEN G COLOR. 3/8° GALVANIZED CABLE 2:1 MAX. SLOPE 25 °o / 3 °o 2 " AC PAVEMENT OVER COMPACTED NATIVE SOIL EXISTING GRADE CONCRETE FOOTING '^ SECTION A —A 2:1 MAX. SLOPE NTS 018" �-- BOLLARD DETAIL- NOT-TO-SCALE BASEL /NERD. DETAIL A 1s NTS SHEETINDEX 1. TITLE SHEET 2. PLAN - BASE LINE RD. TO STA 35 +20 3. PLAN - STA 35 +20 TO HIGHLAND AVE. LEGEND EXISTING 1 2 ROAD I 2:1 MAX BE COMPACTED TO A RELATIVE COMPACTION OF 95 %. SLOPE 3R CL 4' MAX -- tO— OVERLAY SLURRY SEAL TYPE II PER SPECS. ON EXISTING OR NEW I 12 10 I tof 21 TYPICAL X— SECTION 1"=10' Underground W Service Alert Call: TOLL FREE — 800 - 422 -4133 TWO WORKING DAYS BEFORE YOU DIG RANCHO CUCAMONGA SPECIAL NOTES: 1. WHEN PROPOSED AC PAVEMENT MEETS EXIST. AC PAVEMENT, A VERTICAL CUT SHALL BE MADE AT THE EXISTING AC PAVEMENT AS DIRECTED BY THE CRY'S INSPECTOR. 2. WHEN REMOVING EXISTING POSTS ON EXISTING PCC, PATCH HOLES WITH SAME MATERIALS. 3. ALL REMOVED FENCE FABRIC AND GATES SHALL BE SALVAGED AND RETURNED TO SAN BERNARDINO COUNTY DISTRICT. 4. ALL EXCESS MATERIAL GENERATED BY GRADING OPERATIONS SHALL BE DISPOSED OF OFFSITE. NOTE: STEEL PIPE TO BE PROVIDED BY CITY. CONTRACTOR WILL BE REQUIRED TO PICK UP FROM THE BARRET BASIN AND CUT STEEL PIPE TO LENGTH. SEE EXHIBIT F IN THE SPECIFICATIONS FOR t'.V LOCATION. V 8%" O.D. SCH 80 STEEL PIPE. FILL PIPE SOLID W /CONCRETE Q' v 1' 4' OR 8' WIDE AC PATHWAY 1' AND FORM DOMED CAP. PRIME AND PAINT W12 COATS OF GREEN G COLOR. 3/8° GALVANIZED CABLE 2:1 MAX. SLOPE 25 °o / 3 °o 2 " AC PAVEMENT OVER COMPACTED NATIVE SOIL EXISTING GRADE CONCRETE FOOTING '^ SECTION A —A 2:1 MAX. SLOPE NTS 018" �-- BOLLARD DETAIL- NOT-TO-SCALE BASEL /NERD. DETAIL A 1s NTS SHEETINDEX 1. TITLE SHEET 2. PLAN - BASE LINE RD. TO STA 35 +20 3. PLAN - STA 35 +20 TO HIGHLAND AVE. 5' 9 ' �F ZI 11 F 12 t3 �� Vv r p6o. � ro � W DETAIL B NTS ARMY CORPS OF ENGINEERS REQUIREMENTS: 1. NO EQUIPMENT IN EXCESS OF H -10 HIGHWAY LOADING AND NO STOCKPILING OF MATERIAL WILL BE PERMITTED ALONG THE CHANNEL WITHIN A DISTANCE OF ONE –HALF WALL HEIGHT. 2. THE WEIGHT OF ANY PIECE OF EQUIPMENT OR TOTAL WEIGHT OF ANY COMBINATION OF EQUIPMENT COUPLED TOGETHER USED BEHIND THE CHANNEL WALL MAY NOT EXCEED 35,000 LBS. INCLUDING DYNAMIC FORCES PRODUCED BY VIBRATOR EQUIPMENT. 3. CONSTRUCTION EQUIPMENT WILL NOT BE PERMITTED WITHIN ONE –FOOT OF THE WALL LEGEND 3" AC PAVEMENT OVER NATIVE SOIL NATIVE SOIL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 95 %. ® OVERLAY SLURRY SEAL TYPE II PER SPECS. CONSTRUCTION NOTES tO— OVERLAY SLURRY SEAL TYPE II PER SPECS. ON EXISTING OR NEW AC PAVEMENT INCLUDING CRACK SEALANT (WIDTH VARIES -10' TYPICAL) 2o- CONSTRUCT 3' AC PAVEMENT OVER NATIVE SOIL NATIVE SOIL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 95 %. 3a— INSTALL PIPE GATE PER SBCFCD STD. S.P. 209 iESH 4o- INSTALL CHAIN LINK FENCE PER CRY STD. 607 �ES a— REMOVE ENTS 8a– PROTECT –IN –PUCE �— RELOCATE 6o- MATCH EXISTING STRIPING NOTES 10 PAINT a YELLOW SOLID LINE ARD DETAIL 11 THERMOPLASTIC LEGEND, SYMBOL OR ARROW TYPE N (SAE.) PER CALTRANS SHEET REVISED STD. PLAN A24A AND A24D 12 INSTALL BIKE LANE SIGN (R81) PER CRY STD. 401 –B OR ON EXIST. STREET LIGHT POLE 13 INSTALL BIKE LANE SIGN (R81A) PER CITY STD. 401 –B 14 INSTALL BIKE LANE SIGN (R81 B) PER CITY STD. 401 –B 15 INSTALL SINGLE ARROW SIGN G33 -1 (CA) BUCK ON WHITE PER CRY STD. 401 –B OR ON EXIST. STREET LIGHT POLE 18 INSTALL DOUBLE ARROW SIGN BLACK ON WHITE PER CITY STD. 401 -8 17 INSTALL ADA WHEELCHAIR ACCESSIBLE SIGN PER SIGN A IN APPENDIX 18 INSTALL NON – ACCESSIBLE WHEELCHAIR SIGN PER SIGN B IN APPENDIX 19 INSTALL DO NOT CROSS SIGN (R9 -3) PER CITY STD. 401 –B 20 -PEDESTRIAN ACCESS ONLY' H X 11' W, WHITE ON BLACK) 'PER-CITY 21 INSTKy1. N9 MOTGP. VEHILbe$516u(Q§3)24 "V24 °{,ND -- "REI- rKgierue sxl4THJG &kE LkN[ oA] 'TZ16 R5 -5 22 114STRI•l- No I ioTDR VEWC.T,E.i SK AJ QER curt S.TJD. qp I— i3 12 5' 9 ' �F ZI 11 F 12 t3 �� Vv r p6o. � ro � W DETAIL B NTS ARMY CORPS OF ENGINEERS REQUIREMENTS: 1. NO EQUIPMENT IN EXCESS OF H -10 HIGHWAY LOADING AND NO STOCKPILING OF MATERIAL WILL BE PERMITTED ALONG THE CHANNEL WITHIN A DISTANCE OF ONE –HALF WALL HEIGHT. 2. THE WEIGHT OF ANY PIECE OF EQUIPMENT OR TOTAL WEIGHT OF ANY COMBINATION OF EQUIPMENT COUPLED TOGETHER USED BEHIND THE CHANNEL WALL MAY NOT EXCEED 35,000 LBS. INCLUDING DYNAMIC FORCES PRODUCED BY VIBRATOR EQUIPMENT. 3. CONSTRUCTION EQUIPMENT WILL NOT BE PERMITTED WITHIN ONE –FOOT OF THE WALL 0 0 T io r Q (n LLJ w0 Z m J Q LiJ U Lv 16 N .. MDV 2. \ L R D 7 +00 N m r m 8 +00 SEE DETAIL A ON SHEET i STA 329 +20 BEGIN -FT I I I l - ' I I ,••"° I I I I I I I or white edge strip 2' from fence (typ) or EP as shown — — I — — 1 9 +LAO 1 obEER CREEK CHAMNEL —L — 13 +00 14 +00 ��f n` 1s +oo �-REAIOVE DUST. — ---- - - -.__ __ GUARD POST re'vvCC3a ug2o5 n�uo FENCE; T'o cwSL; R8b =STRI KAf 'AeG.� §§ Rsr+lcv� M+IaAt L� I � I I I II I II I I I I � I I I I I � I I — I I L z I — 10 34+00 LO Liz � 1 N= ,0 2 C7 Qiy 11 10 26 +00 V /w C' Z m Q O LL1 Lj U F- N Q 30 +00 8 +00 DEER CREEK &RANNEL 32 +00 35 +00 0 0 L LI Q J V) 0 W Ld z m LLI J = W U (n Q L() L±) L Ln N LEJ J H In 0 W J Z L LJ J m 2 W U (n 0 N Ln n M iw LJ (n Z J Lu L.E..I V) U J No. 53672 E.o. 06 -a0 -15 LEGEND 3" AC PAVEMENT OVER NATIVE SOIL NATIVE SOIL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 95%. ® OVERLAY SLURRY SEAL TYPE II PER SPECS. CONSTRUCTION NOTES o-- OVERLAY SLURRY SEAL TYPE II PER SPECS. ON EXISTING OR NEW AC PAVEMENT INCLUDING CRACK SEALANT (WM VARIES -10' TYPICAL) BE COMPACTED TO AA RELATIVE COMPACTION OF 95%L SHALL Q— INSTALL PIPE GATE PER SBCFCD STD. S.P. 209 O4 - INSTALL CHAIN LINK FENCE PER CITY STD. 607 SO— REMOVE 8o- PROTECT -IN -PUCE RELOCATE BO- MATCH EXISTING STRIPING NOTES 10 PAINT 4' YELLOW SOLID UNE 11 THERMOPLASTIC LEGEND, SYMBOL OR ARROW TYPE IV (SAE) PER CALTRANS REVISED SID. PLAN A24A AND A24D 12 INSTALL BIKE LANE SIGN (RB1) PER CITY STD. 401 -B OR ON EXIST. STREET LIGHT POLE 13 INSTALL BIKE LANE SIGN (RB1A) PER CITY STD. 401 -8 14 INSTALL BIKE LANE SIGN (R518) PER CITY STD. 401 -B 15 INSTALL SINGLE ARROW SIGN 033 -1 (CA) BLACK ON WHITE PER CITY SID. 401 -8 OR ON EXIST. STREET LIGHT POLE 16 INSTALL DOUBLE ARROW SIGN BLACK ON WHITE PER CITY STD. 401 -B 17 INSTALL ADA WHEELCHAIR ACCESSIBLE SIGN PER SIGN A IN APPENDIX 18 INSTALL NON- ACCESSIBLE WHEELCWUR SIGN PER SIGN B IN APPENDIX 19 INSTALL DO NOT CROSS SIGN (R9 -3) PER CRY STD. 401 -8 2 INSTALL 'P®mmAN Awzw -ONLY SEGN (8.5' H X 1_L;_ W, W(IE ON BLACK) 1 FOR ASoLrPOSSIBLE 1 w rTM:GOT /I-NNN CGG H S/ V C ,z 0 J TING CFWN GATE AND DETAIL D NTS F _ _ _ 8t' 12 16 0 0 15,2 O N Ln I'7 N (n LLJ LL.I V) z J Lil Ld N U Q In 00 V Q ry (nLli Lu O Z m J Q = LLJ U L LJ H (n Lo LO 'Q Of V) LLJ LLJ O z J Q LLJ _17 Ld U V) M I / I / REMOVE EXIST. CHAIN LINK FENCE, STEEL RAIL, POSTS AND SHRUBS FROM WALL TO WALL 4' WIDE 40+I' CHANNEL ,.�38 +07 � DEER W,w� 36 +00 11 _ c 10 - -�_ 11 41 +00 I I - "— 10 I _ z li ,MOE/� CONSTRUCT r2 MOW CURB EXTEND MOW CURB TO MATC EXIST. AND TAPERED TO 0' THE PROPOSED MOW CURB 43 +00 44 +00 . E� 10 I° 1 REMOVE EXIST. RQ= AL STS U IRON RON FE FENCE I MOVE EXIST. NOUGHT IRON NCE FROM ILL To WALL I --Ar- I dR M1� REMOVE EXIST. CHAIN REMOVE IXISf. CHAIN I \ I I LINK FENCE. STEEL RAIL a' HINGE LINK FENCE. STEEL ..._ _ / POSTS AND MISC. POO POINT FROM WALL TO WALL cvnu urel I m uw I I _ ss +ao s6 +oo G 57100 - DEER CREEk CHANNEL 59+00 HINGE P01NE4' NTS POINT OR B'R 8'R OR 2N Iii ti� a \ I 1 60 +00 I / / v REMOVE EXIST. WROUGHT IRON FENCE AND SHRUBS FROM — WALL TO WALL 4' WIDE/3' AC PATHWAY,-, 61 +00 62 +00 O SEE DETAIL D ON SHEET 2 STA END I G1 Y Z D 53 +00 \ WA END 64 +t In 00 d' LLJ Q J U) N O W J z W LLI J m = L.I..I U (n Ln L0 LLJ Q J O W J Z Ld — m J LLI = Lu U (n Q LEGEND 3- AC PAVEMENT OVER NATIVE SOIL NATIVE SOIL SHALL L—J BE COMPACTED TO A RELATIVE COMPACTION OF 95 %. ® OVERLAY SLURRY SEAL TYPE It PER SPECS. CONSTRUCTION NOTES O— OVERLAY SLURRY SEAL TYPE II PER SPECS. ON EXISTING OR NEW AC PAVEMENT INCLUDING CRACK SEALANT (WIDTH VARIES -10' TYPICAL) Q_ CONSTRUCT 3' AC PAVEMENT OVER NATIVE SOIL NATIVE SOIL SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 95 %. a— INSTALL PIPE GATE PER SBCFCD STD. S.P. 209 O4 - INSTALL CHAIN LINK FENCE PER CITY STD. 607 SO-- REMOVE 8a- PROTECT -IN -PLACE 7O— RELOCATE p- MATCH EXISTING STRIPING NOTES 10 PAINT 4' YELLOW SOLID LINE it THERMOPLASTIC LEGEND, SYMBOL OR ARROW TYPE IV (SAE) PER CALTRANS REVISED SID. PLAN A24A AND A24D 12 INSTALL BIKE LANE SIGN (RBI) PER CITY STD. 401 -8 OR ON EXIST. STREET LIGHT POLE 13 INSTALL BIKE LANE SIGN (R81A) PER CRY STD. 401 -B 14 INSTALL BIKE LANE SIGN (RB1B) PER CITY STD. 401 -8 15 INSTALL SINGLE ARROW SIGN G33-1 (CA) BLACK ON WHITE PER CITY STD. 401 -8 OR ON EXIST. STREET LIGHT POLE 16 INSTALL DOUBLE ARROW SIGN BLACK ON WHITE PER CITY STD. 401 -B 17 INSTALL ADA WHEELCHAIR ACCESSIBLE SIGN PER SIGN A IN APPENDIX 16 INSTALL NON- ACCESSIBLE WHEELCHAIR SIGN PER SIGN B IN APPENDIX 19 INSTALL DO NOT CROSS SIGN (119 -3) PER CITY STD. 401 -B 20 INSTALL "PEDESTRIAN ACCESS ONLY- SKIN.(8�5' H X„ W. WHITE ON BLACK) .0 21 ~ INSTALS l.W MDTOR �E}IIG>ES s16N CR5 -3) 29 "X 24° AND fa -06AIV "HE&Yl - rvr46,AKE l-AWE SIGN CR-61) ro 6EI.00J ?H6 TZ5 -3 22 INSiAI,I, ND INOTpR VE NICLieS _SI4 N_iLit 3)- _44"Y24 r_ ON Ks wv � °EQ GIT'I( STD, Aol -13 H /GHLAND AVE � ,: 1612 SD MH GUARDRAIL JOIN EXIST. AT POST EXISTING CHAIN LINK FENCE REMOVE BOULDERS AND. ROCKS THAT INTERFERES WITH THE IMPROVEMENTS TRIM BUSHES THAT Al GATE DETAIL E If / CHAIN 111 D r._EXISTING CHAIN LINK FENCE 4s HINGE HINGE P01NE4' NTS POINT OR B'R 8'R OR 2N Iii ti� a 1 4' OR 8' ACCESS ROAD ACCESS ROAD BLOWUP A BLOWUP B NTS NTS DETAIL E THIS SHEET No. 53672 Exp. 06 -30 -15