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HomeMy WebLinkAbout2277-DGENERAL NOTES CITY OF RANCHO CUCAMONGA HILLMAN AVENUE MASTER PLANNED STORM DRAIN 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 with 2010 AND 2011 supplements. 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. 3. The contractor shall notify Underground Service Alert 1- 800 - 422 -4133 and the following utilities two working days prior to construction or regarding any problems. Southern California Edison Co. 909) 357 -6581 Southern California Gas Co. 909) 335 -7755 Verizon Communication 909) 469 -6336 Cucamonga Valley Water District 909) 483 -7313 Charter Communication 626) 485 -0737 Metropolitan Water District (Steve Bradley) 909) 392 -5137 inland Empire Utility Agency 909) 469 -6336 4. For inspection of this project, the Contractor shall Contact the Public Works Section at 477 -2740 Ext. 4036 two working days prior to the required date. 5. A permit shall be obtained from the City of Rancho Cucamonga, prior to any construction or encroachment within any City of Rancho Cucamonga right -of -way. 6. The contractor shall notify the City of Rancho Cucamonga Police Department, The City of Rancho Cucamonga Fire Department and any affected school district, Post Office, and Burrtec, 72 hours prior to construction indicating any detour and /or road closures. 7. Contractor shall have a "Class A" Contractor Licence. Ell 1111, 11, Q on rm, FROM CUCAMONGA CREEK CHANNEL TO ±200' N/O 8TH STREET) EXISTING SURVEY MONUMENTATION All existing survey monuments that will be disturbed by this project shall be referenced and reset by the City Construction Surveyor in accordance with Section 8771 of the California Surveyors Act. Found monuments are shown on the plans and described as follows: FOUND) SEE PLAN) STRIPING GENERAL NOTES 1. All details and dimensions for traffic striping and markings and the installation thereof shall conform to Caltrans, Standard Specifications, Traffic Manual, Maintenance Manual and Standard Plans and City Standard plan no. 133, unless otherwise approved or directed by the City Engineer. 2. Procedures for painting of striping and pavement markings and installation of pavements markers shall conform to the Standard Specifications for Public Works Construction and the following provisions. A. All pavement markings shall conform to the city maintenance stencils, (S.A.E) unless otherwise noted. B. All conflicting traffic striping and pavement markings shall be removed by WET SANDBLASTING. C. Sufficient control points and spotting removed during sandblasting shall be replaced prior to installation of striping and markings. D. All control points and spotting removed during sandblasting shall be replaced prior to installation of striping and markings. E. All control points and spotting shall be inspected and approved by the City Traffic Engineer prior to installation of new or replacement striping and markings. F. All striping and pavement markings installed on new road surfaces shall be approved low VOC type, 15 mil thick (wet). Installation shall be in two coats with the second a minimum of two weeks after the first, unless otherwise noted. g. All thermoplastic striping and pavement markings shall be installed in one coat and be 10 mil thick (dry), unless otherwise noted. H. Under no conditions shall a roadway be left over night, weekends or holidays without appropriate striping and markings to the satisfaction of the City Engineer. I. All traffic striping and pavement markings shall be installed with all appropriate permits and traffic control measures, in accordance with the city and state standards. J. Temporary or construction striping and markings shall be in accordance with the city and state standards and as directed by the City Engineer. STORM DRAIN GENERAL NOTES 1. All pipelines or substructures of any kind, telephone or power poles, water meters, waives, fire hydrants, etcetera, 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 extra cost to the City of Rancho Cucamonga. 2, 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 for his operations, whether or not such facilities are shown on these plans. 3. The Contractor shall reconstruct, replace or repair existing structures, pavement, sidewalk, ramps, curb and gutter, landscaping utility lines and other appurtenances affected by the installation of the catch basins. All cost shall be included as part of the storm drain installation. RANCHO CUCAMONGA 4. Traffic control and safety shall be maintained by the Contractor in accordance with the standard of the State of California Business Transfortation and Housing Agency, Department of Transportation ( Caltrans ) "State of California Manual of Traffic Controls for Construction and "Maintenance Work Zone (S.A.F.T.) 1990 Editon, the special provision, and in accordance with the detour and phasing plans. Traffic control and safety devices shall be placed and maintained to the satisfaction of the Engineer. No such devices shall be removed or relocated without approval of the Engineer. 5. Contractor shall locate existing loop detectors and restore in place after installation of the proposed storm drain. 6. Prior to performing any excavation of the project the Contractor shall submit shoring drawings to the City Engineer for approval, if such shoring does not conform to the State of California Construction Safety Orders dealing with excavations and trenches as issued by the Division of Industrial safety then shoring calculations and drawings shall be prepared by a California Registered Civil Engineer. 7. Design of the R.C.P. shown on the contract drawings is based on the assumption the pipe will be installed in accordance with the pipe bedding detail as shown on sheet 7 91 91 Trench backfill shall conform to the City of Rancho Cucamonga Std. Dwg. No.120 or per detail on sheet 7 (Trench Repair) and shall be verified by compaction tests to the satisfaction of the Engineer or his representative. Compaction tests of embankment construction, trench backfill, compacting original ground and all sub- grades shall be performed by an independent testing firm and the City will bear the SHEET INDEX SECTION SHEET NO. DESCRIP11ON A written 1 TITLE SHEET submitted to the City Engineer. to GEN. NOTES FOR SCRRA MWD AND JACKING 39 CONSTRUCT 15'X7' CAST IN PLACE REINFORCED CONCRETE STORM DRAIN IMPROVEMENTS PLAN Standard plan No. 120, if aggregate base exist. SINGLE BOX CULVERT PER DETAIL ON SHT. 6A, 6B 6C AND 6D 2 FROM STA. 10 +00 TO STA. 19 +00 existing, all cost shall be included in the bid STORM DRAIN IMPROVEMENTS PLAN item per linear foot for reinforced concrete 3 FROM STA. 19 +00 TO STA. 28 +00 pipe. STORM DRAIN IMPROVEMENTS PLAN AND CONNECT PROPOSED 15'X7' BOX CULVERT AS PER 4 FROM STA. 28 +00 TO STA. 37 +00 5 STORM DRAIN IMPROVEMENTS PLAN FROM STA. 37 +00 TO STA. 48 +00 6A GENERAL NOTES AND EXCAVATION AND BACKFILL DETAILS 6B -6C SIDE CONNECTION DETAIL TO CUCA. CRK. CHANNEL 15'X7' RCB TO CUCA CRK CHAN. 6D RCB CHAN. (PLANS AND DETAILS) 6E TRANSITION STRUCTURE DETAIL RCP15'X7' RCB TO 138 6F SPLASH WALL DETAIL 7 STORM DRAIN IMPROVEMENTS PLAN V) OUTLET DETAILS, GRADING AND LATERALS A -44" Z Q 8 STORM DRAIN IMPROVEMENTS PLAN LATERALS -FROM "A -45" THROUGH "A -47" 0 9 STORM DRAIN IMPROVEMENTS PLAN Z LATERALS -FROM "A -47A" THROUGH "A -48B" 10 STORM DRAIN IMPROVEMENTS PLANQ It LATERALS -FROM "A -48C" THROUGH "A -48D" 11 STORM DRAIN IMPROVEMENTS PLANQ LATERALS-FROM "A -48F" THROUGH "A -50" 0_ 12 STORM DRAIN IMPROVEMENTS PLAN 0 LATERALS -FROM "A -51" THROUGH "A -57" In 13 STORM DRAIN IMPROVEMENTS PLAN LATERALS -FROM "A -58" THROUGH "A -61" 14 STORM DRAIN IMPROVEMENTS PLAN LATERALS -FROM "A -62" THROUGH "A -65" 15 -20 STREET WIDENING, OVERLAY AND DETAILS J 0 21 -24 CROSS SECTIONS U 25 -26 STRIPING PLANS M06 27 TRAFFIC CONTROL PLAN Fao a 28 -29 STREET LIGHTING PLANS (SCE) TOTAL SHEETS: 35 Q2 _ ALL EXISTING IMPROVEMENTS INCLUDING LANDSCAPING AFFECTED BY STORM DRAIN CONSTRUCTION SHALL BE REPLACED IN LIKE AND KIND INCLUDING IRRIGATION STORM DRAIN CONSTRUCTION NOTES: ta- REMOVE OBSTRUCTING PIPE 2a-- INSTALL GASKETTED LEAK RESISTANT 120" DIA. R.C.P. (3000 D) PER PLAN SHT. 4 AND 5 AND JACKING SPECIFICATION ON SHT. 1A, NOTE #7, 8 AND 9 30-- INSTALL 120" DIA. R.C.P. (1800 D) STORM DRAIN, PER PLAN. INSTALL 144" DIA. R.C.P. (1800 D) OR 12'X10' R.C.B. PER CALTRANS STD. PLAN. NO. D80, SEE SHT 9 FOR DETAILS. O-- INSTALL 48" DIA. R.C.P. (1750 D) STORM DRAIN, PER PLAN 60-- INSTALL 36" DIA. R.C.P. (1750 D) STORM DRAIN, PER PLAN 70-- RE- INSTALL EXIST. 30" DIA. S.D. PIPE AFFECTED BY THE INSTALLATION OF 48" DIA. LATERAL PIPE. (FIELD ADJUST AS NECESSARY) BO-- CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING NO. 300. 90-- CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING NO. 308. 10 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING NO. 307, CASE A. OA CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 307, CASE B. 11 CONSTRUCT MANHOLE NO.2 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 319. OR M.H. NO. 3 (IF RCB IS TO USED) V CONSTRUCT MANHOLE NO.2 PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING NO. 319. AND INSTALL PRESSURE TYPE MANHOLE FRAME AND COVER PER APWA STD. PLAN NO. 211 -1 AND 212 -1 12 CONST. SUPPORT FOR CONDUITS CROSSING TRENCHES PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING NO. 339. REPLACE ALL EXIST. VCP SEWER LINE CROSSING MAIN LINE AND LATERALS TRENCH TO DUCTILE IRON PIPE (D.I.P.) WITH EPDXY LINING 13 CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY OF RANCHO CUCAMONNGA STANDARD DRAWING NO. 331. 3®-- CONSTRUCT MODIFIED JUNCTION STRUCTURE NO.4 CASE 1 PER CITY OF R.C. DRAWING NO. 333. 14 CONSTRUCT P.C.C. COLLAR PER CITY OF RANCHO STANDARD DRAWING NO. 329 15 CONSTRUCT BLANKET PROTECTION FOR PIPES PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING NO. 340. 16 PROTECT IN PLACE. 17 REMOVE EXIST. CONCRETE WALL 18 CONSTRUCT TRANSITION STRUCTURE (15'X7' RCB TO 144" RCP) PER PLAN ON SHT. 2 DETAIL ON SHT. 6D 19 GRADE TO DRAIN 21 BLANK 2 -- PLUG PIPE /BOX WITH MORTAR AND BRICK. PER S.B.C.F.C.D. STANDARD DRAWING NO. S.P. 176, TYPE "B" 3 -- REMOVE EXISTING CATCH BASIN AND CONSTRUCT NEW CATCH BASIN PER STANDARD DRAWING NO. 300. 4 - INSTALL GRATED TRASH RACK COVERING 15'X7' RCB AS SHOWN ON PLAN SHT. 2 AND SHT. 66 AND PER APWA STANDARD 360 -1 Q5 -- CONSTRUCT CATCH BASIN WITH GRATE PER STD. DWG. NO. 302, 304 & 306 AND PER PLAN 27 INSTALL 78" DIA. R.C.P. (1750 D) STORM DRAIN PER PLAN. 8 -- CONSTRUCT TRANSITION STRUCTURE NO. 3 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 336 9 -- CONNECT LATERAL TO EXISTING PIPE COMPLETE IN PLACE 30 60' LENGTH OF JACK AND BORE PIPE INSTALLATION SYSTEM cost of said testing. The costs of all other tests, including the retesting of those that fail the SYSTEM, COMPLETE IN PLACE 31 first test, shall be borne by the contractor. A written report with these compaction tests will be submitted to the City Engineer. 39 CONSTRUCT 15'X7' CAST IN PLACE REINFORCED CONCRETE Paving replacement along the trench shall be per City Standard plan No. 120, if aggregate base exist. SINGLE BOX CULVERT PER DETAIL ON SHT. 6A, 6B 6C AND 6D the contractor shall replace aggregate base to match existing, all cost shall be included in the bid item per linear foot for reinforced concrete g A- CUT AND REMOVE PORTION OF EXIST. SBCFCD CHANNELCv pipe. AND CONNECT PROPOSED 15'X7' BOX CULVERT AS PER 11. Estimate of quantities is provided by the Engineer solely for the convenience of the Contractor. 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 12. Locations of catch basins connection pipe junctions with catch basins shown on the drawings are schematic. It is intended that such junctions be located at the downstream end of the catch basin unless a detail of the connection is shown or a note specifically indicates otherwise, in all cases the exact locations will be determined in the fields by the Engineer to meet field conditions. 13. Sanitary sewers and house connections crossing over the storm drain trench shall be supported in accordance with the City of Rancho Cucamonga Std. Dwg. No.339 and encased per general note No.5 on said Std. Dwg. House connections shall be prepared per City of Rancho Cucamonga Standard Drawing No. 339, case 3. 14. When indicated on the drawings sanitary sewers and lateral connections shall be encased or blanketed in accordance with City of Rancho Cucamonga Standard Drawing No. 340. 15. Locations shown on the contract drawings for existing sanitary sewer house connections are approximate only. The Contractor shall field locate laterals. 16. City approval of these plans does not relieve the Contractor 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. 17. Work site and exterior streets shall be kept in a neat, clean, and hazard free, orderly state throughout construction site shall be cleaned upon request of the inspector. 18. The final surface layer of asphaltic concrete roadway pavement shall not be placed until all utilities and utility laterals within the roadway have been installed and all unacceptable parkway and roadway improvements are removed and replaced to the satisfaction of the City Engineer. DETAIL SHOWN ON SHT. 6B AND 6C 44 REMOVE EXIST. OBSTRUCTING 2 -60" RCP AND 2- 4'X16' BURF -OUT OUTLET BOX 45 CONNECT EX. 36 "0 LATERAL TO THE PROPOSED CATCH VBASIN (SEE LAT. A -44 AND A -45) 46 BLANK I 47 RE- CONSTRUCT AFFECTED 24" PIPE (FIELD ADJUST ELEV I AND SLOPE AS NECESSARY) \ \\ RE- CONSTRUCT AFFECTED CHANNEL (BOTH OPEN AND R.C.B) IN LIKE AND KIND AFTER MAIN LINE INSTALLATION PER DETAIL ON SHT. 7 AND SHT. 9 (FOR RCB, D -80) FIELD ADJUST AS T' NECESSARY 49 CONSTRUCT 6' HIGH CONCRETE CONTAINMENT WALL PER DETAIL ON SHT. 6F 50 REPLACE EXIST A.C. WALK IN LIKE AND KIND (3" A.C. OVER COMPACTED NATIVE, MATCH EXISTING GRADE) 51 POTHOLE AND VERIFY UTILITY LINE DEPTH AND COORDINATE UTILITY OWNER PRIOR TO ANY CONSTRUCTION. 52 REPLACE EXIST. CONC. PAVEMENT AFFECTED BY THE STORM DRAIN LINE IN LIKE AND KIND (6" PCC PAVT. OVER COMPACTED NATIVE MATCH EXISTING GRADE) UNDER 13' MWD PIPE PER MWD AND JACK AND BORE REQUIREMENT AS NOTED ON SHEET 1A. (SUPPORTS AND SHORING SYSTEM SHALL BE PER CITY ENGINEER AND MWD APPROVAL). SEE SHT. 4 60' LENGTH OF JACK AND BORE PIPE INSTALLATION SYSTEM UNDER RAILROAD TRACK (SEE SHT. 5 FOR PLAN AND PROFILE) REFER SCRRA STANDARD ES5001 FOR RIPE UNES UNDER RAILROAD TRACKS, SEE SHT. 1A AND 9 FOR DETAILS AND THE SPECIAL PROVISIONS (SUPPORTS AND SHORING SYSTEM SHALL BE PER CITY ENGINEER AND SCRRA APPROVAL). SEE SHT. 5 Q toFESS /0 \, SrFL No. 53672 rn CIVIV OF CALIF / SCRRA GENERAL NOTES: 1. SCRRA is not a member of "DIGALERT ". The Contractor shall call SCRRA's Signal Department at 909) 859 -4100 a minimum of five days prior to beginning construction to mark signal and communication cables and conduits. To assure cables and conduits have been marked, no work may proceed until you have been approved with an SCRRA Dig Alert Number. In case of signal emergencies or grade crossing problems, the contractor shall call SCRRA's 24 -hour signal emergency number 1- 888 - 446 -9721. 2. "Please contact Mr. Kent Ewing, J. L. Jefferson at (714) services. Flagging service SCRRA's Safety Department for of fifteen working days prior to beginning of work. Prior not guarantee the availability of protective services for tt 3. The applicant and /or the contractor shall follow SCRRA's Encroachment Approval Procedures" (SCRRA Form 36). 920 -9037 to arrange for flagging the necessary safety training minimum notification of safety protection does ie proposed date of work." Right -of -Way 4. The applicant and /or the contractor shall follow SCRRA rules and regulations, addressed in Rules and Requirements for Construction on Railway Property" (SCRRA Form 37). 5. The pipeline crossing construction will be done as per SCRRA Engineering Standard Group, ES5001 ". (See Sht. 9) 392 -5137, at least two working days 6. Test boring or other soil investigations, approved by SCRRA shall be made, to determine the in the nature of the underlying material for all pipelines with sizes equal or greater than 48 inches in diameter. The test boring should be made on the centerline of the pipe near the end of tie (if possible) on each side of the tracks and as deep as the bottom of the bore ". 7. Rail elevations over the work must be monitored at intervals prescribed by SCRRA to detect any track movement. Movements over 1/4 It vertically shall be immediately reported to SCRRA. SCRRA will be surface the track several times in one year if there is any movement at installer's cost" 8. The boring, tunneling or jacking operation shall be progressed on a 24 -hour basis without stoppage when casing in 20 feet from the centerline of the nearest track ". 9. Construction at the Rail Road right -of -way, the contractor shall submit a detailed project schedule within and near the rail road right -of -way area to SCRRA where flagging is needed to verify that the schedule accounts for train operations. For safety reason minimize activities during train operations (e.g. perform work at night or weekends) 10. SCRRA requires contractors survey crew to provide rail elevations prior to boring under the tracks (48 "0 or greater pipes) and every 2 -3 hours during the initial jacking of the pipe under the railroad tracks to monitor and detect any track movement. Movementsover 1/4" vertically shall be immediately reported to SCRRA if there is any movement SCRRA will surface the track at licensee and /or installers' cost. (City to provide construction survey) 11. Site Specific Traffic control plans per SCRRA Engineering Standard ES4301 within the vicinity of the rail road track shall be submitted to SCRRA for approval prior to construction. (See Appendix) 12. Contact Ms. Georjan Peters at 1- 877 - 452 -0205 to arrange for third party safety training. Allow 24 to 72 hours from the request for safety training to arrange the training. 13. Contractor is to complete SCRRA's Temporary Right of Entry Agreement, Form 6. Real State License through the appropriate member agency may be needed. If so, Form 6 will not be issued until the license agreement has been issued. 14. Railroad Crossing Reference No. (Hellman Avenue N/0 8TH Street) No. CPUC Xing #101 SG -39.6 and DOTXing #026164R. MWD GENERAL NOTES: 1) MWD require the shoring plans and locations for all related pits, and the methodology and detailed procedures for the jacking operation under our pipeline, including all related requirements, must be submitted for our review and written approval at least 30 days prior to construction. The procedures must cover all aspects of the jacking operations including, but not limited to, dewatering, ground control,alignment and grouting. The submitted procedures must include provisions to control sloughing or running or wet ground, if encountered. Design calculations must follow the guidelines set forth in Title 8, Article 6, of the Construction Safety Orders. Accepted methods of analysis must be used. Loads must be in accordance with the Construction Safety Orders or a soil report by a geotechnical consultant. All members must be secured to prevent sliding, falling or kickouts. Provisions must be made to grout any voids around the exterior of jacked casing must be filled with grout. Before starting the shoring design, the design engineer should consult with Mike McReynolds of our Design Team, telephone (213) 217 -6694. 2) The procedures and the specifications of all construction equipment to be used for the removal, placement, and compaction of soil and pavement in the area of our pipeline must be submitted for MWD review and written approval at least 30 days prior to their use. Please note that we cannot allow any procedures that could subject our pipes to excessive impacts or vibratory loads. No vibratory equipment in vibratory mode may be used within 25 feet of the centerlines of our pipelines. 3) Notify Steve Bradley of our Water System Operations Group, telephone (909) 392 -5137, at least two working days Monday through Thrusday p6oir to starting any work in the vicinity of our facilities, including potholing. JACKING PIPE GENERAL NOTES: 1. At locations shown on the plans, or specified, reinforced concrete pipe shall be jacked into place between the limits shown, or specified, in accordance with these specifications. 2. The strength of pipe designated in the contract item will be determined for vertical load only. Additional reinforcement or strength of pipe required to withstand jacking pressure shall be determined and furnished by the Contractor at the Contractor's expense. 3. Variations from theoretical alignment and grade at the time of completion of jacking shall not exceed one percent of the distance from the the jacking point. 4. The diameter of the excavated hole shall not be more than 0.1 -foot greater than the outside limits of the pipe. Sluicing or jetting with water will not be permitted. When material tends to cave in from outside these limits, a shield shall be used ahead of the first section of pipe or the face of excavation shall not extend beyond the end of pipe more than 1-1/2 feet, unless permitted by the engineer. 5. Areas resulting from caving or excavating outside the above limits shall be backfilled with sand or mortar by a method which will fill the voids. 6. the annular space in the inside joints of the pipe shall be filled with jointing material and finished smooth. The space shall be finished as each section of pipe is installed for pipe 24 inches in diameter and smaller, and after the entire installation is completed for larger pipe. 7. Reinforced concrete pipes shall have Class V, Wall C, and shall conform to the current ASTM Specification C -76 8. The pipes shall have tongue and grove joints with D -lood 3000 9. Reinforced concrete pipes shall have gasketed leak- resistant RCP joints and should withstand a minimum hydrostatic internal head of 13 PSI and conform to ASTM Specification C 443. 10. Refer to SCRRA engineering standard ES5001 on sheet 9 for pipe line construction under the railroad tracks. 11. For Jacking pipe operation refer to Greenbook standard specifications for public work construction 306 -2 and Caltrans standard specifications 65 -1.05 RpFESS o, \\ St q7 No.5Xn : n BENCHMARK BM 10024, 2' BRASS DISK ON TOP OF WEST SIDE OF CONC. FLOOD CONTROL DITCH STAMPED 'SBCO BM 700 -32- AT N/W COR OF 8TH ST. AND HELLMAN AVE. 18' WEST OF CENTER LINEOF HELLMAN AVE. AND 26' FT. N/0 CL OF 8TH ST. EL 1096.248 SEE CONT. SHT.. 3 1.15 S ._ _ _ CFS v= 2s.'7 f3'S _ 9 -as> 6FS. 1 2 FP fa -20s2 F:FS 121.74, FPS _ _ Q• -1s4v -GFS-. I=2-5371 FPS 14" vi Z 1 21 24" DRAIN LINE 16 12 I' a F.1. ;, EXISTING GRADE OVER ' 12 , 12 CLI igRt1NE OF R 404€ r Q4$ 0TL= 1040:5 c - - -- - WWI p -- AtSL Fn37.ti4 REl 24.092. I HGL , 00912 _. 1 i 24 S =' 0.0086 ar i S - 0.0086 15'x7' RCB rn Nevi Noi Nef : Op _.... Azi 00 0 ti it s ; cn vy cn t + M 11: > II, :II no a ' a s -: - p - ....... ''..:. _.... : - _ -... cot 2 _ _so. ao Q 401a rn1 qNNN Ni 2 II II p + Q 1015 O 0 CO ~`; R : Q eq oz a tiwZ z CONSTRUCT 15X7 RCB'' c6NSTRUCT 144' R.C.P. 1860 D OR 12 X10 !RCS ALT. CONSTRUCT 144 R.C.P. 1800 D OR 1'2 X10 RCB ALT. EE' CO T, SHT 3 LF1005408LF253L C SL'_20 T: _ 7R_ _ 1 ; 144' DR 12X10 lK6 15`X7' TO 144 R.G.P. OR 12'X1Ci` RCB ALT $ ALT. 107 LF. 1800 q HORIZ. SCALE. 1 40 VERT. SCALE: 1 " =8' 9 10 +00 1100' 12 +00 13 +00 14 +00 15 +00 161 +00 17 +00 18 +00 19 +00 Z0 ww N 24 a0 o s°3 w EXIST. AC c=> v o t s WALK SCALE I"= 40' a 'n m - -, mow (-i to °z v z 39 c U o o ii M .UZ O A U 'i- C i0 C 2I iJQF-O m F- .,a" p G d M _j K s 8D_ ^ - OD O O _ O w C> >< ROD co rn o z^ 13 10n 1 an ° hw - - I? qa r cn 13 0 k o p Z rno ao N ro o 1 13 h w HIGH CONTAINENT- ` CD z j w ~ n + , 00 O ° cn "' ;; w II f- MENT WALL 50 ti o m o N o? o+ - W z N N N II N 10 p Z w a x m <" aD g° o I zo PROP. C/G AND , `° o "j. o¢ 00 o t ts49F :.. ` ,. N z a - an o a N N -' + o PROP. C /G, E S AND N z 0 MROVEMENT PLAN Zg a 11 r cT .- Z > Q OD CV Z + U OD r N Y 00 EXIST. AC ti w z DWY, ETC. SEE STREET Y O a; + p g o > a o r7 WALK IMPROVEMENT PLAN o M , ,.) J Mo o In o' o z rnN v -,»mss Z CD 00 O U O - i= — U O .. N - ' 00 m +M 1 , w + M m N z O ¢ , :- 11 U C) + Z'4 _j r, w —1 ao = 3 z - o Iii t z z3- > Q CD N? 52 52 <3 a'' viii c z `ten r C") NO 45'0830'00'00" n # " fr ¢ - - - 4 - - - -- - - -- -- - • O 15'X7` RCB E t -- -- - o p _ z a - t8 - _ ASS ¢ U) 11- a a W 4. OLAT. 9 W 144 RCP OR 12X10' RCB ALT. ' - _ a LAT. A -64 6O = 4A LAT. A-61 rC14 ¢ 144" RCP OR 12'X10' RCB ALT. W V LAT. A -65 i w37. .. - . R,. `3 - ". _•.,.__ .. ._.., y NOTE: REFER TO SHEET 15 TO 24 FOR 11 a ts .... -._. _a II R STORM DRAIN CONSTRUCTION NOTES: NV' o PROP. c G AND STREET WIDENING AND OVERLAY I l _ / REMOVE OBSTRUCTING PIPE — HELLMAN °z Qo w / Z <r- A IV . MPR EMENi P tAN12CONSTRUCTSUPPORTFORCONDUITSCROSSINGTENCHESp + _ INSTALL 144" DNA. R.C.P. (1800 D) OR 12'X10' R.C.B. PER PER CITY OF RANCHO CUCAMONGA STD. DWG. NO 339 0 --t z co OS a CALTRANS STD. PLAN. NO. D80, SEE SHT. 9 FOR DETAILS REPLACE ALL EXIST. VCP SEWER LINE CROSSING v oo • • °tea n I; a to w z o0a 11 C'i MAIN LINE AND LATERAL TRENCH TO DUCTILE IRON PIPE (D.I.P.) +, U °;°" N N ''' I F = +P o 4A INSTALL 48° DNA. R.C.P. 1750 D STORM DRAIN, PER PLAN ocn o o co a Ocn r,- WITH EPDXY LINING J >* I 1 M g z N II Underground Service Alert CITY OF RANCHO CUCAMONGA 13 0 ° z¢"?rn za'h,? o ® g ; 13 IIZ g 13 CONSTRUCT JUNCTION STRUCTURE NO.2 PER CITY OF i ¢ , 3_ INSTALL 36" DIA. R.C.P. (1750 D) STORM DRAIN, PER PLAN RANCHO CUCAMONNGA STANDARD DRAWING N0. 331. (OR °z o5 +0 og +o caiaoaD j' ®0 1101 FORE roG PLAN AND PROFILE 3_ = or- o- o co > -w s Q o Call: TOLL FREESTANDARDDRAWING330IFRCBISUSE) U o U O , • J 11 d CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO 16 PROTECT IN PLACE 8 +Z o + NZ o o c6 N p g " _ HELLMAN AVE. MASTER PLANNED STORM DRAIN CUCAMONGA STANDARD DRAWING NO. 300. n TI + R > 10 1-8009 N 0 3z AND STREET IMPROVEMENTS - PHASE 2 CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER CITY OF 18 CONSTRUCT TRANSITION STRUCTURE (15'X7' RCB TO 144" 10 13 13 a 3 z z s 422 -4133 (FROM CUCAMONGA CREEK CHANNEL TO ±2001 N/O 8TH STREET) RANCHO CUCAMONGA STANDARD DRAWING NO. 308. RCP OR 12 X10 RCB ALT.) PER PLAN AND DETAIL ON SHT. 6E - 10 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA 21 BLANK 8 22 9 TWO WORKING DAYS BEFORE YOU DIG STANDARD DRAWING NO. 307, CASE A. @_ CONSTRUCT LOCAL DEPRESSION PER CITY OF Q— PLUG PIPE /BOX WITH MORTAR AND BRICK. PER S B C F C D STANDARD DRAWING NO S P 176 TYPE "B" CURVE TABLE CURVE I RADIUS I LENGTH DELTA I CHORD DIR. ANGEN C14 122.50 1 17.65 4456'49" 1 S6756'28'W 1 9.31 9 10 10 RANCHO CUCAMONGA STD. DWG. N0. 307, CASE B. CONSTRUCT MANHOLE NO.2 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 319. OR MANHOLE NO.3 PER CITY STD. DWG. NO. 320 (IF RCB IS TO BE USED) CONSTRUCT MANHOLE N0.2 PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING NO. 319. AND INSTALL PRESSURE TYPE MANHOLE FRAME AND COVER PER APWA STD. PLAN NO.211 -1 AND 212 -1 24 INSTALL GRATED TRASH RACK COVERING 15'X7' RCB AS SHOWN ON PLAN SHT. 2 AND SHT. 6B AND PER APWA STANDARD 360 -1 39 CONSTRUCT 15'X7' CAST IN PLACE REINFORCED CONCRETE SINGLE BOX CULVERT PER DETAIL ON SHT. 6A TO 6D 39 CUT AND REMOVE PORTION OF EXIST. SBCFCD WALL ( CUCAMONGA CREEK CHANNEL AND CONNECT PROPOSED 15'X7' BOX CULVERT AS PER SIDE CONNECTION DETAILS SHOWN ON SHT. 6A TO 6D APPROVED BY: CITY ENGINEER a, ^s, DATE: RCE: 53 72 11 1A RANCHO CUCAMONGA STD. DWG. N0. 307, CASE B. CONSTRUCT MANHOLE NO.2 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 319. OR MANHOLE NO.3 PER CITY STD. DWG. NO. 320 (IF RCB IS TO BE USED) CONSTRUCT MANHOLE N0.2 PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING NO. 319. AND INSTALL PRESSURE TYPE MANHOLE FRAME AND COVER PER APWA STD. PLAN NO.211 -1 AND 212 -1 24 INSTALL GRATED TRASH RACK COVERING 15'X7' RCB AS SHOWN ON PLAN SHT. 2 AND SHT. 6B AND PER APWA STANDARD 360 -1 39 CONSTRUCT 15'X7' CAST IN PLACE REINFORCED CONCRETE SINGLE BOX CULVERT PER DETAIL ON SHT. 6A TO 6D 39 CUT AND REMOVE PORTION OF EXIST. SBCFCD WALL ( CUCAMONGA CREEK CHANNEL AND CONNECT PROPOSED 15'X7' BOX CULVERT AS PER SIDE CONNECTION DETAILS SHOWN ON SHT. 6A TO 6D 49 50 52 CONSTRUCT 6' REPLACE EXIST NATIVE MATCH REPLACE EXIST. KIND (6 PCC HIGH CONTAINMENT WALL PER DETAIL ON SHEET 6F A.C. WALK IN LIKE AND KIND (3 A.C. OVER COMPACTED EXISTING GRADE ) CONC. PAVEMENT AFFECTED BY THE STORM DRAIN LINE IN LIKE AND PAVT. OVER COMPACTEDNATIVE, MATCH EXISTING GRADE) Dam" RD -1 CITY OF RANCHO CUCAMONGA 10500 CIVIC CENTER DRIVE RANCHO CUCAMONGA, CA 91730 RE M ED DRAWN RD -1 s 2 oF 29Q CHECKED RD-2 DRAWING No. 2277 -DNO. DESCRIPTION OF REVISION DATE CITY APPROVED: NOTE: REFER TO SHEET 15 TO 24 FOR STREET WIDENING AND OVERLAY Underground Service Alert FORE yo Go Call: TOLL FREEU 1.800 422.4133 TWO WORKING DAYS BEFORE YOU I i o o C'4::,; II I d' 64 3- a s 10 NO. DESCRIPTION OF REVISION STORM DRAIN CONSTRUCTION NOTES: INSTALL 120" DIA. R.C.P. (1800 D) STORM DRAIN, PER PLAN. a— INSTALL 144" DIA. R.C.P. (1800 D) OR 12'X10' R.C.B. PER CALTRANS STD. PLAN. NO. D80, SEE SHT 9 FOR DETAILS 6O— INSTALL 36- DIA. R.C.P. (1750 D) STORM DRAIN, PER PLAN CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING NO. 300. CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING NO. 308. 10 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING NO. 307, CASE A. 11 CONSTRUCT MANHOLE NO.2 PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 319. OR MANHOLE NO.3 PER CITY STD. DWG. NO. 320 (IF RCB IS TO BE USED) 12 CONSTRUCT SUPPORT FOR CONDUITS CROSSING TENCHES PER CITY OF RANCHO CUCAMONGA STD. DWG. NO 339 13 CONSTRUCT JUNCTION STRUCTURE NO.2 PER CITY OF RANCHO CUCAMONNGA STANDARD DRAWING NO. 331. (OR STANDARD DRAWING 330 IF RCB IS TO BE USED) 16 PROTECT IN PLACE CITY OF RANCHO CUCAMONGA PLAN AND PROFILE HELLMAN AVE. MASTER PLANNED STORM DRAIN AND STREET IMPROVEMENTS - PHASE 2 FROM CUCAMONGA CREEK CHANNEL TO 1200' NIO 8TH STREET APPROVED BY: DATE: CITY ENGINEER RCE: t36 2 DFSI ah'1 RD -1 CrrY OF RANCHO CUCAMONGA DRAWN 10500 CIVIC CENTER DRIVE RANCHO CUCAMONGA, CA 91730 RD -1 3 of 29 CHECKED DRAWM NO. DATE ARC RD -2 2277 -D T • Tw STORM DRAIN CONSTRUCTION NOTES: O— INSTALL GASKETTED LEAK RESISTANT 120" DIA. R.C.P. (3000 D) PER PLAN ON SHT. 4 AND 5 AND JACKING SPECIFICATION ON SHT. 1A, NOTE NO. 7, 8 AND 9. 3Q-- INSTALL 120" DIA. R.C.P. (1800 D) STORM DRAIN, PER PLAN. 6-- INSTALL 36" DIA. R.C.P. (1750 D) STORM DRAIN, PER PLAN 8 SCALE 1" = 40' 8 9 9 3 a 8-- CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF RANCHO 10 10 a CUCAMONGA STANDARD DRAWING NO. 300. o O— CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER CITY OF 11 11 13 P 11 -H MO RANCHO CUCAMONGA STANDARD DRAWING NO. 308. o tD 13 z o II 0 1t o + C 10 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA o + + N N ~ , z M N M o z w + M p ° ° STANDARD DRAWING N0. 307, CASE A. a ° o o a 2 m U W m a OA _CONSTRUCT LOCAL DEPRESSION PER CITY OF04 .0 NUq =N C5 1 II Qj Q Z M II W + + K OM 0 z Q z a_i Cn ?o = v~i z + 0 > o M M mo Z .. = % RANCHO CUCAMONGA STD. DWG. NO. 307, CASE B. Co. ..,.... N rn4 N Z ~+ O M -0 2 .. .W N " 0 5+ N U o ° N a < c ` 0 11 CONSTRUCT MANHOLE NO.2 PER CITY OF RANCHOSQ "' " z ° a + " ° O CUCAMONGA STD. DWG. N0. 319. 8 + Z 3= M 3 1 A _ CONSTRUCT MANHOLE NO.2 PER CITY OF RANCHO CUCAMONGA oI-n 2 CO STANDARD DRAWING NO. 319. AND INSTALL PRESSURE TYPE m._ - _.... -_- - - - - - -- N - - - -F : f _ - -. - -- 30' . 30' a MANHOLE FRAME AND COVER PER APWA STD. PLAN N - i - - .. - -a. F 0.211 1 as - - - / LAT. A -5 6 n =' - - : s y r - -1 a Z AND 212 -1 H 1• 120` RCP 2O AT. A -50 _ H F 12 CONSTRUCT SUPPORT FOR CONDUITS CROSSING TENCHES W PER CITY OF RANCHO CUCAMONGA STD. DWG. NO 339 IF I REPLACE ALL EXIST. VCP SEWER LINE CROSSING MAIN LINE2221' 2.23'35 °' ST /SD C.L. L'J 2 3 Zy TRENCH TO DUCTILE IRON PIPE D.I.P. WITH EPDXY LINING2IAT. A -5 4' 3 - 6 J NLAT. A -53O 3 LAT. A 51 ( ) - __ -_- C13 z _ - 3 = W STRUCT JUNCTION STRUCTURE NO.2 PER CITY OF a vN RANCHO CUCAMONNGA STANDARD DRAWING N0. 331. e N 16 PROTECT IN PLACE. t- _ a CURVE TABLE CURVE LENGTH RADIUS DELTA CHDRD DIR. TANGENT C13 17.65 22.50 44'56'49• S67'S6'28•W 9.31 W z 0 II Z J t 8I -- CONSTRUCT TRANSITION STRUCTURE N0.1 PER CITY OF " o m O M RANCHO CUCAMONGA)) STANDARD DRAWING NO. 334. (120 z d' w a m ° I o o a U ¢ ~ DC 80 OR X1 2 DETAILS, STD. PLANS N0. O g+ „ N tfi Z Q rn Q Z N .* ca t/1 LO F o 5 as ZapOR o0) ° oo HELLMAN AVE. „ aD Q U °.. O O Z ° N > O g ° + __ + + „> CITY OF RANCHO CUCAMONGA O ( ' O to < Z 13 >M Z °Q +N Mi- t3 s PLAN AND PROFILE06i0oIii133z 04 ^ F Q rna03 $ J n 13 s 10 HELLMAN AVE. MASTER PLANNED STORM DRAIN s o= LO .0 9 9 AND STREET IMPROVEMENTS - PHASE 2 0 N t0 (FROM CUCAMONGA CREEK CHANNEL TO t200' N/O 8TH STREET) II> 10 + 3? 2 -- PLUG EXISTING PIPE /BOX WITH MORTAR AND BRICK. PER 22 s Underground Service Alert S.B.C.F.C.D. STANDARD DRAWING NO. S.P. 176, TYPE "B" APPROVED BY: DATE: c3 9 9EFORE rO 27 INSTALL 78" DIA. R.C.P. (1750 D) STORM DRAIN PER PLAN. CITY ENGINEER RCE: 53 2 t0 o Call: TOLL FREE of RECOMMENIDEDNOTE: REFER TO SHEET 15 TO 24 FOR 30 60' LENGTH OF JACK AND BORE PIPE INSTALLATION SYSTEM RD -1 Crnr OF RANCHO CUCAMONGA l , STREET WDENING AND OVERLAY 1 -800 UNDER 13' DIA. MWD PIPE PER MWD AND JACK AND BORE DRAWN 10500 CMC CENTER DRIVE 422 -4133 REQUIREMENT AS NOTED ON SHEET 1A. (SUPPORTS AND Q RD-1 RANCHO CUCAMONGA, CA 91730 q 28SHORINGSYSTEMSHALLBEPERCITYENGINEERANDMWDacW TWO WORKING DAYS BEFORE YOU DI APPROVAL). NO. DESCRIPTION OF REVISION DATE GAR m, RD -'1 DRAWIM 140. GENERAL NOTES: GENERAL 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND CONDITIONS AT THE JOB SITE BEFORE STARTING WORK, AND SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 2. ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND THESE NOTES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK SO INVOLVED. 3. UNLESS OTHERWISE SHOWN, ALL TYPICAL DETAILS (WHERE APPLICABLE) SHALL BE USED. 4. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE CALIFORNIA DEPARTMENT OF TRANSPORTATION'S 2010 STANDARD SPECIFICATION. 5. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK, SUCH DETAILS SHALL BE THE SAME AS FOR SIMILAR WORK SHOWN ON THE DRAWINGS. 6. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS OR DETAILS ON THE DRAWINGS. 7. CONTRACTOR SHALL DETERMINE LOCATION OF ALL EXISTING UTILITIES IN THE AREA TO BE EXCAVATED PRIOR TO EXCAVATION AND SHALL NOT PERFORM ANY WORK THAT WILL DAMAGE EXISTING UTILITIES. 8. NO PIPES, DUCTS, SLEEVES, CHASES, ETC. SHALL BE PLACED IN SLABS, BEAMS, OR WALLS UNLESS SPECIFICALLY DETAILED OR NOTED. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATION OF ANY ADDITIONAL PIPES, DUCTS, ETC. 9. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL (O.S.H.A.) AND STATE SAFETY REQUIREMENTS. 10. CONTRACTOR IS RESPONSIBLE FOR METHODS AND SEQUENCE OF CONSTRUCTION AND THE PREPARATION OF SHORING PLANS /DESIGN. 11. FINISHED EXCAVATION SHALL BE NEAT AND TRUE WITH ALL LOOSE MATERIAL AND STANDING WATER REMOVED FROM EXCAVATION. 12, BEFORE CONCRETE IS PLACED, EXCAVATIONS SHALL BE CHECKED AND APPROVED BY A QUALIFIED GEOTECHNICAL ENGINEER. 13. ALL FILL MATERIAL IS TO BE APPROVED BY THE GEOTECHNICAL ENGINEER AND IS TO BE COMPACTED AS PER THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. INSPECTION IS REQUIRED DURING FILL AND COMPACTION. 14. REFERENCE IS MADE TO THE GEOTECHNICAL INVESTIGATION REPORT BY NINYO AND MOORE (COPY CAN BE MADE AVAILABLE UPON REQUEST FROM THE CITY) FINISH MIN. EXCAVATION AND BACKFILL DETAILS FINISH EXCAVATION L" -_- I N I!: BACKFILL MIN. FINISH EXCAVATION : >_ r I BACKFILL SCE 10. ALL EXPOSED CONCRETE SHALL BE SPRAYED WITH A CONCRETE CURING COMPOUND AT THE RECOMMENDED RATE OF THE MANUFACTURER IMMEDIATELY AFTER FINISHING. THE CURING COMPOUND SHALL COMPLY WITH ASTM C -309. THE CURING PROCEDURE SHALL REMAIN IN EFFECT FOR 7 DAYS MINIMUM. 11. CONCRETE MIX DESIGN A. THE CONTRACTOR SHALL BE RESPONSIBLE TO DESIGN THE MIXES TO PROVIDE AT LEAST THE MINIMUM REQUIREMENTS LISTED. THE MIX DESIGNS SHALL BE SIGNED AND SEALED BY A CIVIL ENGINEER REGISTERED IN THE STATE OF CALIFORNIA. B. CONCRETE MIXES SHALL COMPLY WITH ASTM C -94 AND ACI 318. TRANSPORTING SHALL COMPLY WITH REQUIREMENTS FOR TRUCK -MIXED CONCRETE. C. THE SLUMP SHALL BE 4 INCHES FOR ALL CONCRETE WORK. REINFORCING STEEL 1. ALL REINFORCING STEEL SHALL BE BILLET STEEL PER ASTM A -615 GRADE 60. n 3 . -.. . ., - 2. LAP BAR SPLICES SHALL BE 52 BAR DIA. IN CONCRETE, OR 2' -6" MIN. UNLESS I 2' -0" 2' -0" 2' -0' 2' -0" OTHERWISE NOTED. MIN. MIN. MIN. MIN. 3. BAR SUPPORTS SHALL BE PROVIDED IN ACCORDANCE WITH PROVISIONS OF "BAR SUPPORT SPECIFICATION AND STANDARD NOMENCLATURE" AS CONTAINED IN THE LATEST EDITION OF MANUAL OF STANDARD PRACTICE FOR REINFORCEMENT CONCRETE CONSTRUCTION BY CONCRETE REINFORCING STEEL INSTITUTE 4. ALL MASONRY OR CONCRETE WALLS AND COLUMNS SHALL BE DOWELED TO SUPPORTING FOOTINGS, BEAMS OR PADS WITH BARS OF THE SAME SIZE AND SPACING AS VERTICAL BARS IN THE WALLS AND COLUMNS. INSPECTIONS SPECIAL INSPECTION IS REQUIRED AS FOLLOWS: A. CONCRETE PLACEMENT. B. REINFORCEMENT STEEL PLACEMENT. EXCAVATION BACKFILL REINFORCED CONCRETE BOX IN TRIEN(_.H S NOTE: SEE SHTS. 61115 6C, 6D, AND 6E FOR STRUCTURAL DETAILS Ma1 • M " • 11 QRpFESS /O y Al No. 38893 m Exp. 03 -31 -13 */ OF CALF 111i4./z A 1 • M" • CITY OF RANCHO CUCAMONGA GENERAL NOTES EXCAVATION AND BACKFILL DETAILS HELLMAN AVE. MASTER PLANNED STORM DRAIN AND STREET IMPROVEMENTS . PHASE 2 FROM CUCAMONGA CREEK CHANNEL TO ±200' N/O 8TH STREET) APPROVED BY- DATE: 3 Ci1TY ENGINEER K E RCE 536 2 DESIGN PLAN PREPARED BY: REC MMENDED V.V. Aufbau.. WD DRAWN 639 W. Broadway SHIIIET Glendale, CA 91204 G.S. JAL. 81,8 -240 - 336/6555f5 FAX. 818 -240 -7991 6A OF 29 CHECKED .. lye vC.E. NO 38893 DRAWING NO. Vartan V. Vartanians V.V. DATE 2/22/12 REG. EXP.3 31 13 2277 -D REINFORCED CONCRETE 1• ALL CONCRETE SHALL BE MIXED, FORMED, DEPOSITED, CURED, PLACED, AND INSPECTED IN ACCORDANCE TO CALIFORNIA DEPARTMENT OF TRANSPORTATION' 2010 STANDARD SPECIFICATION. 2. CONCRETE FOR FOOTINGS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH, F'c, OF 4,000 P.S.I. IN 28 DAYS. 3. ALL CEMENT SHALL BE TYPE V PER ASTM 150 WITH AN ALKALI CONTENT LESS THAN 0.60 %. STRUCTURE EXCAVATION (RETAINING SPLASH WALL) 4. MAXIMUM WATER -CEMENTITIOUS MATERIAL RATIO BY WEIGHT SHALL BE 0.45. 5. AGGREGATES SHALL CONFORM TO ASTM C -33 FOR NORMAL WEIGHT CONCRETE (1" MAXIMUM STRUCTURE BACKFILL (RETAINING / SPLASH WALL) SIZE.) 95X RELATIVE COMPACTION PER ASTM D1557 6. FLY ASH IS NOT ACCEPTABLE UNLESS PREVIOUSLY REVIEWED BY ENGINEER. ORIGINAL GROUND7. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND INSERTS SHALL BE WELL SECURED IN NOTE: SEE SHTS. 6B, 6C, 6D, 6E AND 6F FOR STRUCTURAL DETAILSPOSITIONPRIORTOPLACINGCONCRETE. 8. LOCATION OF ALL CONSTRUCTION JOINTS, NOT SPECIFICALLY INDICATED IN THE PLANS, SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER PRIOR TO PLACING AND ORDERING OF REINFORCING. 9. NO BRICK OR POROUS MATERIAL SHALL BE USED TO SUPPORT FOOTING STEEL OFF THE GROUND. 10. ALL EXPOSED CONCRETE SHALL BE SPRAYED WITH A CONCRETE CURING COMPOUND AT THE RECOMMENDED RATE OF THE MANUFACTURER IMMEDIATELY AFTER FINISHING. THE CURING COMPOUND SHALL COMPLY WITH ASTM C -309. THE CURING PROCEDURE SHALL REMAIN IN EFFECT FOR 7 DAYS MINIMUM. 11. CONCRETE MIX DESIGN A. THE CONTRACTOR SHALL BE RESPONSIBLE TO DESIGN THE MIXES TO PROVIDE AT LEAST THE MINIMUM REQUIREMENTS LISTED. THE MIX DESIGNS SHALL BE SIGNED AND SEALED BY A CIVIL ENGINEER REGISTERED IN THE STATE OF CALIFORNIA. B. CONCRETE MIXES SHALL COMPLY WITH ASTM C -94 AND ACI 318. TRANSPORTING SHALL COMPLY WITH REQUIREMENTS FOR TRUCK -MIXED CONCRETE. C. THE SLUMP SHALL BE 4 INCHES FOR ALL CONCRETE WORK. REINFORCING STEEL 1. ALL REINFORCING STEEL SHALL BE BILLET STEEL PER ASTM A -615 GRADE 60. n 3 . -.. . ., - 2. LAP BAR SPLICES SHALL BE 52 BAR DIA. IN CONCRETE, OR 2' -6" MIN. UNLESS I 2' -0" 2' -0" 2' -0' 2' -0" OTHERWISE NOTED. MIN. MIN. MIN. MIN. 3. BAR SUPPORTS SHALL BE PROVIDED IN ACCORDANCE WITH PROVISIONS OF "BAR SUPPORT SPECIFICATION AND STANDARD NOMENCLATURE" AS CONTAINED IN THE LATEST EDITION OF MANUAL OF STANDARD PRACTICE FOR REINFORCEMENT CONCRETE CONSTRUCTION BY CONCRETE REINFORCING STEEL INSTITUTE 4. ALL MASONRY OR CONCRETE WALLS AND COLUMNS SHALL BE DOWELED TO SUPPORTING FOOTINGS, BEAMS OR PADS WITH BARS OF THE SAME SIZE AND SPACING AS VERTICAL BARS IN THE WALLS AND COLUMNS. INSPECTIONS SPECIAL INSPECTION IS REQUIRED AS FOLLOWS: A. CONCRETE PLACEMENT. B. REINFORCEMENT STEEL PLACEMENT. EXCAVATION BACKFILL REINFORCED CONCRETE BOX IN TRIEN(_.H S NOTE: SEE SHTS. 61115 6C, 6D, AND 6E FOR STRUCTURAL DETAILS Ma1 • M " • 11 QRpFESS /O y Al No. 38893 m Exp. 03 -31 -13 */ OF CALF 111i4./z A 1 • M" • CITY OF RANCHO CUCAMONGA GENERAL NOTES EXCAVATION AND BACKFILL DETAILS HELLMAN AVE. MASTER PLANNED STORM DRAIN AND STREET IMPROVEMENTS . PHASE 2 FROM CUCAMONGA CREEK CHANNEL TO ±200' N/O 8TH STREET) APPROVED BY- DATE: 3 Ci1TY ENGINEER K E RCE 536 2 DESIGN PLAN PREPARED BY: REC MMENDED V.V. Aufbau.. WD DRAWN 639 W. Broadway SHIIIET Glendale, CA 91204 G.S. JAL. 81,8 -240 - 336/6555f5 FAX. 818 -240 -7991 6A OF 29 CHECKED .. lye vC.E. NO 38893 DRAWING NO. Vartan V. Vartanians V.V. DATE 2/22/12 REG. EXP.3 31 13 2277 -D NOTES: 1. UNLESS NOTED OTHERWISE, SPLICING OF STEEL REINFORCEMENT IS NOT PERMITTED FOR THE TRANSVERSE STEEL SHOWN ON THIS SHEET. 2. SEE SHEET 6C AND 6D FOR CROSS SECTIONS AND ELEVATION DRAWINGS. EXISTING —J CHANNEL WALL LAYOUT h o oQ PLAN (TOP) NOT TO SCALE LIMITS OF CHANNEL --" SLAB REMOVAL EXISTING REINFORCEMENT ( I 1 I I 1 1 1 1 1 1 1 1 I I i I 1 I 1 I PLAN (INVERT NOT TO SCALE IVA? 0 V I I I V I I I EXISTING REINFORCEMENT V I I I I I I I 1 a o ,. n Q -- o 0 I[_ Go F__ w O mm c rQ 1 X11 EXISTING CHANNEL WALL J 1 L-•- I EXTEND ALL EXISTING REINFORCEMENT MINIMUM 24 INCHES INTO NEW CONSTRUCTION -BOTH ENDS QjoFESS /O A! z r 311.011 . LIMITS OF CONCRETE REMOVAL OF THE CHANNEL WALL. PROTECT EXISTING HORIZONTAL AND VERTICAL STEEL REINFORCEMENT IN PLACE AND INCORPORATE INTO NEW CONSTRUCTION. I I z_ J OIL Iw SIN E xl z wl- I I I I 1" DEEP SAW CUT I LINE -BOTH FACES I OF THE EXISTING I CHANNEL WALL. I PROTECT STEEL I REINFORCEMENT I IN PLACE. I I IL - - - - -- - - - - - - - w - -- o: a ADD 3 #5 FULL HEIGHT OF THE WALL I(SIMILAR) 60' -10 "t LIMITS OF REMOVAL OF CHANNEL WALL 3' -8 "f 56' -0 "t ILIMITS OF CONCRETE REMOVAL THE CHANNEL WALL. PROTECT EXISTING HORIZONTAL AND VERTICAL STEEL REINFORCEMENT IN PLACE AND INCORPORATE INTO NEW CONSTRUCTION. BOX REINFORCEMENT NOT SHOWN J -U y I (SIMILAR) ELEVATION NOT TO SCALE SEE SECTIONS B -B AND C -C ON SHEET 6D FOR ADDITIONAL STEEL REQUIREMENT) EXISTING CHANNEL WALL NEW EXISTING CONSTRUCTION REINFORCEMENT r VARIES -10" a s - - - -- -- ]AT TOP ADD 3 #5 4 ® 18" FULL HEIGHT 5 n9" MAX. OF THE WALL TYP) SECTION E -E NOT TO SCALE 5 ® 12" 6' EXISTING WALL REINF. PROTECT IN PLACE (TYP.) r 5 ® 12" `r 12" 3' -0" SECTION G -G NOT TO SCALE ROVIDE -'4" CHAMFER BOX REINFORCEMENT NnT SHOWN 3 #3 TIES- 12" VARIES - 15" AT s - - BOTTOM ADD 3 #5 FULL HEIGHT OF THE WALL SECTION F -F NOT TO SCALE INVERT 3' -0" I wl I I ZI JII 14" 0I DI I JI QI cI zIQ O 3 FENCE POST- REPLACE IN- KIND -ALIGN WITH THE EXISTING FENCE ALIGNMENT 12" EMBEDMENT 14`-] SEE DETAIL 1 1 4 ® 12" wz J 0 aJ I-- 2 - #4 TIES 4 CH FACE 1" SAWCUT EXISTING CHANNEL INVERT 4___ y y EXISTING CHANNEL TOTAL 4 REINFORCEMENT. CUT AS SHOWN AND EXTEND INTO NEW CONSTRUCTION. SECTION H -H NOT TO SCALE SEE SHEET 611 FOR PLAN T L # 4 24" in SECTION I -I 4_0_1_2"_ 4 ®12" 4 ® 1 NOT TO SCALE SEE SECTIONS THIS SHEET FOR ADDITIONAL REINFORCEMENT) NOTES: 1. PROVIDE PAINTED MARKING FOR CHANNEL STATIONING PER THE REQUIREMENTS OF SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT. Q pFESS /0N hew v V ! lyz No. 38893 a Exp. 03 -31 -13 7 OF \ 14" I J 5 0 10" zIQ O 3 4 0 12" DETAIL 1 I- E Wjz NOTE: l CL SEE SECTIONS E -E, F -F, 1" DEEP SAW CUT l AND G -G THIS SHEET FOR LINE -BOTH FACES I ADDITIONAL REINFORCING STEEL OF THE EXISTING CHANNEL WALL. 2 "CL 4 ® 24" PROTECT STEEL REINFORCEMENT EXISTING REINFORCEMENT IN PLACE. I PROTECT IN PLACE AND ADJUST AS SHOWN I I L #6 ®12" L J j EXISTING) rn 0 i N i 2' -0" I l I E #7 ® 12" t EXISTING) 4 ®12 I I I(EXISTING)" 4 ®12" 6" EXISTING) F1 J 1" SAWCUT EXISTING CHANNEL INVERT 4___ y y EXISTING CHANNEL TOTAL 4 REINFORCEMENT. CUT AS SHOWN AND EXTEND INTO NEW CONSTRUCTION. SECTION H -H NOT TO SCALE SEE SHEET 611 FOR PLAN T L # 4 24" in SECTION I -I 4_0_1_2"_ 4 ®12" 4 ® 1 NOT TO SCALE SEE SECTIONS THIS SHEET FOR ADDITIONAL REINFORCEMENT) NOTES: 1. PROVIDE PAINTED MARKING FOR CHANNEL STATIONING PER THE REQUIREMENTS OF SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT. Q pFESS /0N hew v V ! lyz No. 38893 a Exp. 03 -31 -13 7 OF \ 3" TYI 4 TYP) CONS TYP) A / 10- 11 AV a 0 I r 2 SAME AS THE EXISTING FENCE ALIGNMENT EXISTINGT--REPLACE POSTS AND FENCING IN KIND SEE DETAIL 2 yl 114° THIS SHEET FOR CHAMFER -i TYP) 2 -#6 SEE NOTE 2) 5 ® 10" MAX CONST. JOIN SEE DETAIL 1 THIS SHEET FOR CHAMFER o! wJv al 2 "CL 5E ®9.. 4 ® 12" MAX 5 ®9" 0 SEE SECTIONS A -A AND B -B THIS SHEET FOR ADDITIONAL STEEL REINFORCEMENT 5- #11 \- #4 ® 18" 1 SLOPE (VARIES) SEE NOTE 2) MAX 6' -2" SECTION C -C NOT TO SCALE i wZ J E- 0O J SEE SECTION C -C THIS SHEET FOR ADDITIONAL DETAILS / STEEL REQUIREMENT 5 0 10 "- MAX CONST. JOINT SEE DETAIL THIS SHEET FOR CHAMFER O #7 ® 5" VARIES 1" SAW CUT 3' -0" 14" VARIES 5 o 9 SEE SECTION A -A THIS SHEET FOR 4 ®12" - ADDITIONAL STEEL REQUIREMENT MAX o F5CAP9" CLEAR TYP) 4 ®18" w J SLOPE (VARIES) 32" MIN. N LAP I #5 ® 12 " --" SLOPE (VARIES) 3"CLEAR J MAX 5 BARS ®5 "- MIN. 32° # 4 ® 18 4" FILLET - MAX (TYP) LAP W/ TOP REINF. (TYP) CONST. JOINT VARIES (TYP) 4 0 5" VARIES 5 ® 1 r-#7 ® 10" BARS - MIN. 36" LAP W/ BOTTOM REINF. (TYP) O' l ' SLOPE (VARIES) 3" CLEAR 4 "CLEAR . 3" - 12" Y "CLEAR 5-0" 5" 5' -0" 4 ® 18" CONST. JOINT TYP) N 0 i SLOPE (VARIES) 0 I a v CONST. JOINT 5-#11-c CONTINUOUS SEE DETAIL 1- THIS SHEET FOR CHAMFER Y 12" 15' -0" 12' r SECTION Al -A1 NOT TO SCALE REINFORCEMENT STEEL SIMILAR TO SECTION A -A ABOVE) w SLOPE (VARIES) N U 4 ® 1 MAX VARIES SECTION D -D NOT TO SCALE T- L i- 1 DETAIL 1 NOT TO SCALE Lo SEE SECTIONS A -A AND B -B THIS SHEET FOR ADDITIONAL STEEL REINFORCEMENT SECTION B -B NOT TO SCALE NOTES: 1. UNLESS NOTED OTHERWISE, SPLICING OF STEEL REINFORCEMENT IS NOT PERMITTED FOR THE VERTICAL AND TRANSVERSE STEEL SHOWN ON SECTIONS THIS SHEET. 9 2. SPLICING OF STEEL REINFORCEMENT IS NOT PERMITTED. 3/4 I I I I II ri I I L J DESCRIPTION 14" DETAIL 2 NOT TO SCALE QjkpFESS /pN w v 38893 m W. Exp. 03 -31 -13 pF'CAL 3/ /4 //Z 12" 15' -0" 12" SEE SECTION THIS SHEET FOR CLEAR 36" MIN. EELADDITIONALSTEEL REQUIREMENT T 3 LAP #5 ®10" MAX SECTION A -A MA ®' °' 3' -" It 4 ®12" MAX 5 ®9 NOT T O SCALE ff2V EXTEND ALL EXISTING HORIZONTAL STEEL REINFORCEMENT WITHIN THE CHANNEL SLAB 4 ® 12" A MINIMUM OF 3' -0" INTO THE NEW CONCRETE SLAB. AX VARIES CUT BARS AS INDICATED. PROTECT BARS AS NOTED 5 ® 9" 0ON SECTION I -I SHEET 6C. SLOPE (VARIES) 0 I a v CONST. JOINT 5-#11-c CONTINUOUS SEE DETAIL 1- THIS SHEET FOR CHAMFER Y 12" 15' -0" 12' r SECTION Al -A1 NOT TO SCALE REINFORCEMENT STEEL SIMILAR TO SECTION A -A ABOVE) w SLOPE (VARIES) N U 4 ® 1 MAX VARIES SECTION D -D NOT TO SCALE T- L i- 1 DETAIL 1 NOT TO SCALE Lo SEE SECTIONS A -A AND B -B THIS SHEET FOR ADDITIONAL STEEL REINFORCEMENT SECTION B -B NOT TO SCALE NOTES: 1. UNLESS NOTED OTHERWISE, SPLICING OF STEEL REINFORCEMENT IS NOT PERMITTED FOR THE VERTICAL AND TRANSVERSE STEEL SHOWN ON SECTIONS THIS SHEET. 9 2. SPLICING OF STEEL REINFORCEMENT IS NOT PERMITTED. 3/4 I I I I II ri I I L J DESCRIPTION 14" DETAIL 2 NOT TO SCALE QjkpFESS /pN w v 38893 m W. Exp. 03 -31 -13 pF'CAL 3/ /4 //Z 15'X7' RCB SEE NOTE 1 TYP) SEE NOTE 1 TOP SLAB EXTERIOR FACE REINFORCEMENT TOP SLAB EXERIOR FACE REINFORCEMENT k70 5" 5' -0" W 5' -p. a I> L #4 0 18" MAX TYP) TRANSITION PER TRANSITION - STRUCTURE NO. 1 PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 334. ES 0 12" MAX SEE SECTIONS A -A AND B -B FOR ADDITIONAL STEEL REINFORCEMENT 4 0 18" MAX 7 (TYP) u 3" CLEAR i ' / ` \ #5 0 12" MAX. 4" FILLET (TYP.) 3" CLEAR min vv OPTIONAL CONST. JOINT (TYP) 7 0 5" 4 0 5" TOP SLAB EXTERIOR FACE REINFORCEMENT TOP SLAB EXERIOR FACE REINFORCEMENT k70 5" 5' -0" W 5' -p. a I> L #4 0 18" MAX TYP) TRANSITION PER TRANSITION - STRUCTURE NO. 1 PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 334. ES 0 12" MAX SEE SECTIONS A -A AND B -B FOR ADDITIONAL STEEL REINFORCEMENT 4 0 18" MAX 7 (TYP) b7 0 5" 5'-0 U) w 0 I > 5' 0" I — A 15-0" 0 12" MAX TYP) w mUwaQ:2 J W wU MOO 0Wz I- _ zw PLAN (ROOF) NOT TO SCALE 5-0" 6 "(TYP) w H U ZW W W W U0o E0 biizxwwfy 144 "0 RCP S "(TYP) 1 ~ Jzw w0 0 JzZ Wo' EXTERIOR FACE REINFORCEMENT ` B SIDE ELEVATION NOT TO SCALE 0 I N OPTIONAL - CONST. JOINT (T` 4 0 18" MA) TYP) 3"CLEAR TYP) r 3" CLEAR 3" CLEAR - TYP) 4 0 18" MAX. - TYP) CONST. JOINT TYP) 1 3" CLEAR 7 0 5" La 5' -0.. w a 4 0 18" MAX. 7 0 10° -\ 5' -0" Nw #7 ®s " a u 3" CLEAR i ' / ` \ #5 0 12" MAX. 4" FILLET (TYP.) 3" CLEAR 5 0 12" MAX. vv OPTIONAL CONST. JOINT (TYP) 7 0 5" 4 0 5" b7 0 5" 5'-0 U) w 0 I > 5' 0" I — A 15-0" 0 12" MAX TYP) w mUwaQ:2 J W wU MOO 0Wz I- _ zw PLAN (ROOF) NOT TO SCALE 5-0" 6 "(TYP) w H U ZW W W W U0o E0 biizxwwfy 144 "0 RCP S "(TYP) 1 ~ Jzw w0 0 JzZ Wo' EXTERIOR FACE REINFORCEMENT ` B SIDE ELEVATION NOT TO SCALE 0 I N OPTIONAL - CONST. JOINT (T` 4 0 18" MA) TYP) 3"CLEAR TYP) r 3" CLEAR 3" CLEAR - TYP) 4 0 18" MAX. - TYP) CONST. JOINT TYP) 1 3" CLEAR 7 0 5" La 5' -0.. w a 4 0 18" MAX. 7 0 10° -\ 5' -0" Nw #7 ®s " a 7 0 5" 5' -0" w 5' -0" Q 7 0 5" Q 18" MAX.--\ #7 0 10 " 7 15. -0" TO 12' -9 " SECTION A -A NOT TO SCALE 3" CLEAR i ' / ` \ #5 0 12" MAX. 4" FILLET (TYP.) 3" CLEAR 5 0 12" MAX. vv OPTIONAL CONST. JOINT (TYP) 7 0 5" 4 0 5" 5 0 12" MAX. (TYP) 4 0 5" 3" CLEAR (TYP) 0 5'-0" 7 0 5" 3" (TYP.) (TYP) 5 0 10" MAX. 7 0 5' LEVEL 4" CLEAR 4 0 5" (TYP) \ 4 0 12" MAX. 3" CLEAR 7 0 10" 12" VARIES 12" 7 0 5" 5' -0" w 5' -0" Q 7 0 5" Q 18" MAX.--\ #7 0 10 " 7 15. -0" TO 12' -9 " SECTION A -A NOT TO SCALE 12 MIN. IZ MIN. SECTION B -B NOT TO SCALE z v NOTES: N U) w a a m I 0 0 0 I r 1. EXTEND THE REINFORCEMENT STEEL OF THE RCB MIN. 2' -0" INTO THE TRANSITION STRUCTURE. 2. SPLICING OF STEEL REINFORCEMENT IS NOT PERMITTED, UNLESS NOTED OTHERWISE. QROFESS/0' No. 38893 m K Exp. 03 -31 -13 f'T CIV 1\- 3" CLEAR i ' / ` \ #5 0 12" MAX. wvvP) @ 5" 4 0 5" (TYP) \ 0 N O LW o 5 0 12" j MAX. (TYP) 0' 3 "CLEAR I o 1 TYP) / CONST. JOINT TYP) / 7 0 5" / 5 0 10" / 3 "(TYP.) w_ MAX. 4 "CLEAR 0 10" 3 " #4 0 12" 0LCLEAR MAX. I705" 5' -0" `r # 7 0 5" VARIES 12' -9" TO 12' -0" VARIES VARIES 12 MIN. IZ MIN. SECTION B -B NOT TO SCALE z v NOTES: N U) w a a m I 0 0 0 I r 1. EXTEND THE REINFORCEMENT STEEL OF THE RCB MIN. 2' -0" INTO THE TRANSITION STRUCTURE. 2. SPLICING OF STEEL REINFORCEMENT IS NOT PERMITTED, UNLESS NOTED OTHERWISE. QROFESS/0' No. 38893 m K Exp. 03 -31 -13 f'T CIV 1\- CONSTRUCT CHAIN LINK RAILING PER CALTRANS STANDARD PLAN 1311 -7 WITH "ALTERNATIVE ANCHORAGE DETAIL" AT NEW POST LOCATION PROTECT CHAIN LINK POST AND FENCE I I !7I At'U 3/16"X Y2" TENSION B cn Ow wv QU w oz r— w r` r` Ln ro 3/4" CHAMFER 80'-0" (TYP) REFERENCE _ NORTH A now # 6 © 12" O.C. 18" 4 "0 SCHEDULE 40 GALVANIZED POST, ATTACHED TO WALL WITH GALVANIZED STEEL PIPE - CLIPS. (TYP) SEE NOTE 1 I I 10" 3/4" CHAMFER TYP) /_ ( TYP) CONSTRUCT CHAIN LINK RAILING PER CALTRANS STANDARD PLAN 1311 -7 WITH "ALTERNATIVE ANCHORAGE DETAIL" AT NEW POST LOCATION w U Q J N N L t REMOVE EXISTING FENCE AND FENCE POSTS — SEE NOTE 2 M r` r` I Icn A PLAN VIEW NOT TO SCALE CONSTRUCT CHAIN LINK RAILING PER CALTRANS STANDARD PLAN 1311 -7 WITH ALTERNATIVE ANCHORAGE DETAIL" AT KIFIAl P(lCT CONSTRUCT CHAIN LINK RAILING PER CALTRANS STANDARD PLAN 811 -7 WITH ALTERNATIVE ANCHORAGE DETAIL" AT AIC1Al P()CT I PROTECT CHAIN LINK POST AND FENCE IN PLACE ELEVATION NOT TO SCALE 3 /6»X Y2» TENSION BAR _ 0 I 0 SEE NOTE 1 5 CONTINUOUS 12" O.C. FINISH SURFACE SEE STORM DRAIN PLANS FOR AC PAVING) 5 CONTINUOUS 12" O.C., TOTAL 16 6 0 © 12" O.C. ff)F i 0 I 0 i N 2Y2 4 "0 SCHEDULE 40 GALVANIZED POST, WITH POST CAP BEYOND. ATTACH POST TO CONTAINMENT WALL 12'> WITH GALVANIZED STEEL PIPE CLIPS I AND ANCHOR BOLTS 6 @ 8" 0. C. 18" FENCE POST BEYOND 1 I CONSTRUCTION i I JOINT 1 I d I EXISTING WEST SIDEWALL OF 1 CUCAMONGA CREEK CHANNEL i\ I SECTION A -A NOT TO SCALE NOTES: COMPRESSIBLE MATERIAL 1. PROVIDE EXPANSION JOINTS PER CALTRANS STANDARD PLAN 130-3, DETAIL 3 -4, AT 20' SPACING. FIRST EXPANSION JOINT MEASURED FROM THE END OF THE WALL. 2. SALVAGE FENCE FABRIC FOR PICK UP BY SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT. No. 38893 Z w- Exp. 03-f13 ' 1'+13 a ORF CiON0" Nam HaRmim 306 AND 310 5' ** i< iM END OF WALL - F-:Iw- 7' MAX 2" DIA. SCH. 40 PIPE SLIP JOINT 1 /4 P. TOP OF RET. WALL 3" MIN. DIA. z 0 VARIES IN SOME AN SHT -5 l METAL HAND RAILINGS DETAIL NOT TO SCALE AREAS EIGHT VARIES PER EXIST GRADE DJUST AS NECESSARY PER CITY R'S APPROVAL SECTION PROPOSED RECONSTRUCT CHANNEL NOT TO SCALE NOTES: 1 RE- CONSTRUCT MASONRY RETAINING WALLPERCITYSTDDWG. NO. 604 14' CONSTRUCT 5" CONCRETE SLAB OVER 90% COMPACTED BASE 3000 PSI) CONSTRUCT PROTECTIVE METAL HAND RAILING PER DETAIL EX. 24" RCB TO BE CONNECTED BEHIND C.B. 120" RCP 4 @ 6" (6" SLAB THICNESS, REFER TO STD DWG. NO 304 FOR REINFORCEMENT DETAIL AND STD. DWG. NO. 310 FOR MH COVER) EX. 30" RCB TO BE CONNECTED BEHIND C.B. WATER LINE TO BE RELOCATED (CONTACT CVWD) EX. 24" RCB TO BE CONNECTED BEHIND C.B. r-, GRATING PER STD. DWG. NO. 302 AND 306 i MH' i 5- f5' g_.083 CD 0 z BASIN 36" LATERAL A -49A DWG. 304, SHT. 11 FOR REFERENCE SECTION Y -Y CATCH BASIN (AT LAT A" i MODIFIED CATCH BASIN / REFER TO STD. DWG. 302, 304 AND 306 SEE SHEET 11 FOR LAT. A -49 NOT TO SCALD - - NOTES: RE- CONSTRUCT MASONRY RETAINING WALL PROPOSED 120" RCP PER CITY STD DWG. NO. 604 CONSTRUCT 5" CONCRETE SLAB OVER 90% COMPACTED BASE 3000 PSI) o- CONSTRUCT PROTECTIVE METAL RAILING PER DETAIL 5' B <::J--J SECTION B -B I 16 EX. PAVT. (SEE SHT. 15 TO 20 FOR PAVEMENT I AND OVERLAY DETAILS) AND TRENCH REPAIR I I I DETAILS FOR PAVING REPLACEMENT OVER R.C.P. r-- _- - - - - -- Ii it HEREIN) II II I I I F J EX. 6'X4' RCB 48 SEE SHT. 9, D -80) I L-- - - - - -J i L----- - - - -J_ GRATING PER ' SECTION Z -Z MODIFIED CATCH BASIN (AT LAT A "49) NOT TO SCALE 5 1 PROPOSED 120" RCP 1 SECTION HELLMAN AVE AT 8TH ST UNDER R/R TR.) STA. ±41 +80 NOT TO SCALE DWG. NO. 302 & 306 NOTE: REFER TO STD DWG. NO 304 FOR REINFORCEMENT DETAIL EXIST. AC CRUSHED AGG. Bf 95% COMPACTION NATIVE9OxCOMPACI e_ -on e• —n TRENCH REPAIR FOR MAIN LINE & LATERALS PIPE BEDDING AND SHADING PER STD. NO. 3419 TYPE 1 HORIZ. SCALE:1 " =20' LATERAL "A44" ** VERT. SCALE: l"=4' STORM DRAIN CONSTRUCTION NOTES: 80-- CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF R.C. DWG. NO. 300 10 CONSTRUCT LOCAL DEPRESSION PER CITY OF R.C. 307 CASE "A" a- REPLACE ALL EXIST. VCP SEWER LINE SEWER UNE CROSSING MAIN LINE TRENCH TO DUCTILE IRON PIPE (D.I.P.) WITH EPDXY LINING DRAWING NO 329 16 PROTECT IN PLACE. RE- CONSTRUCT AFFECTED CHANNEL IN LIKE AND KIND AFTER MAIN LINE INSTALLATION PER DETAIL ON SHT. 7 AND SHT 9 SUPPORT FOR CONDUITS CROSSING TRENCHES PER CITY OF R.C. STD. DWG. NO. 339. LATERAL "A -51" HORIZ. SCALE:1 " =20' VERT. SCALE: 1"=4' STORM DRAIN CONSTRUCTION NOTES: 14 CONSTRUCT P.C.C. COLLAR PER CITY OF RANCHO STANDARD DRAWING NO. 329 t5 CONSTRUCT BLANKET PROTECTION FOR PIPES PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING NO. 340. 16 PROTECT IN PLACE. PLUG PIPE WITH MORTAR AND BRICK PER SBCFD STD. DWG NO. SP 176, TYPE B LATERAL "A -52" I I. T 5463- LOCA770N TIE CATCH BASIN, W=21, V =8' TC =1084.54) I L XIST. GRADE OVER I OF RCP EXIST. GRADE P 16 GRADE OVER I CLI OF RCP I 5 i j 1s HGL / i iN 2 I M / Lo 2 CL M I I ag tn O I i I CL 8 I I O ioso — I 1a I 4ai I I W Wpv W g tea^ to o vj N anwn 1- Ilo z in CONSTRUCT 36" RCP 43.31 LF -1750 D CONSTRUCT 36' RCP LATERAL "A -51" HORIZ. SCALE:1 " =20' VERT. SCALE: 1"=4' STORM DRAIN CONSTRUCTION NOTES: 14 CONSTRUCT P.C.C. COLLAR PER CITY OF RANCHO STANDARD DRAWING NO. 329 t5 CONSTRUCT BLANKET PROTECTION FOR PIPES PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING NO. 340. 16 PROTECT IN PLACE. PLUG PIPE WITH MORTAR AND BRICK PER SBCFD STD. DWG NO. SP 176, TYPE B LATERAL "A -52" NOTES REGARDING STATIONING: ALL STATIONING SHOWN FOR STORM DRAIN MAINLINES, CATCH BASINS MANHOLES AND LATERALS ALONG THE CENTERLINE OF MAINLINE CONDUIT. NOTES REGARDING UTILITIES: 1) THE CITY OF RANCHO CUCAMONGA DOES NOT ASSUME RESPONSIBILITY FOR THE ACCURACY OF ALL UTILITY LOCATION, IT IS THE CONTRACTOR RESPONSIBILITY TO PROTECT ALL EXISTING UTILITIES. 2) AS THE FIRST ORDER OF WORK, THE CONTRACTOR SHALL POTHOLE AND LOCATE ALL EXISTING UTILITIES, PRIOR TO EXCAVATION. LATERAL "A -53" STA-30+27.26-LOCA77ON 77E { E E CATCH BASIN, W=21, V=8' TC= 1074.84) EXIST. GRADE OVER EST GRADE OVER I CLI OF RCP a n--TViv - -- — 5 I 16 1s 16 / i iN 2 vi HGL / 2 M / Lo N CL I I tn O I i I CL 8 I I O ioso — I 1a I 4ai I I WlN anwn 1- Ilo z CONSTRUCT 36' RCP I 40160 LF -1750 D I I NOTES REGARDING STATIONING: ALL STATIONING SHOWN FOR STORM DRAIN MAINLINES, CATCH BASINS MANHOLES AND LATERALS ALONG THE CENTERLINE OF MAINLINE CONDUIT. NOTES REGARDING UTILITIES: 1) THE CITY OF RANCHO CUCAMONGA DOES NOT ASSUME RESPONSIBILITY FOR THE ACCURACY OF ALL UTILITY LOCATION, IT IS THE CONTRACTOR RESPONSIBILITY TO PROTECT ALL EXISTING UTILITIES. 2) AS THE FIRST ORDER OF WORK, THE CONTRACTOR SHALL POTHOLE AND LOCATE ALL EXISTING UTILITIES, PRIOR TO EXCAVATION. LATERAL "A -53" LATERAL "A -54" E E EXIST. GRADE OVER j CL OF RCP 16 1s 1s i iN 2 CL 8 O I K!'t I N a 949-- --- ---------------- 2N W h I zy i I CONSTRUCT 78 RCP r 73 LF-17W D LATERAL "A -54" LATERAL "A -55" HORIZ. SCALE:1 " =20' VERT. SCALE: 1"=4' STORM DRAIN CONSTRUCTION NOTES: REPLACE ALL EXIST. VCP SEWER LINE SEWER LINE CROSSING MAIN LINE TRENCH TO DUCTILE IRON PIPE (D.I.P.) WITH EPDXY LINING 14 CONSTRUCT P.C.C. COLLAR PER CITY OF RANCHO STANDARD DRAWING NO. 329 15 CONSTRUCT BLANKET PROTECTION FOR PIPES PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING NO. 340. 16 PROTECT IN PLACE. LATERAL "A -56" I w di i i I iL tats i e p EXIST. GR E OVER CL OF RC k < 0 GRADE OVER 2 16 16 p 16 g I N g HGL 070 - - ............._.. O i C C W N Iip IK t M 9 CONSTRUCT 36 RCP p N N 43.30 LF -17 D Z 1 a LATERAL "A -55" HORIZ. SCALE:1 " =20' VERT. SCALE: 1"=4' STORM DRAIN CONSTRUCTION NOTES: REPLACE ALL EXIST. VCP SEWER LINE SEWER LINE CROSSING MAIN LINE TRENCH TO DUCTILE IRON PIPE (D.I.P.) WITH EPDXY LINING 14 CONSTRUCT P.C.C. COLLAR PER CITY OF RANCHO STANDARD DRAWING NO. 329 15 CONSTRUCT BLANKET PROTECTION FOR PIPES PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING NO. 340. 16 PROTECT IN PLACE. LATERAL "A -56" I w di i i i a k < EXIT. GRADE OVER CL OF RCP N 070 - - ............._.. O f h 0 t M WV ! N S~ a 8 EXIST. GRADE OVER A L f- CL OF RCP 1 40 v N 16 ag I 1 n HGL f i i C r a W I dory C1 w' N O 00 p e N i 050 ri0 tnU O I I i i wn W * 2 CON 7RUCT 36" RCP I 2 0 LF -1 50 D 1 NOTES REGARDING STATIONING: ALL STATIONING SHOWN FOR STORM DRAIN MAINLINES, CATCH BASINS MANHOLES AND LATERALS ALONG THE CENTERLINE OF MAINLINE CONDUIT. NOTES REGARDING UTILITIES: 1) THE CITY OF RANCHO CUCAMONGA DOES NOT ASSUME RESPONSIBILITY FOR THE ACCURACY OF ALL UTILITY LOCATION, R IS THE CONTRACTOR RESPONSIBILITY TO PROTECT ALL EXISTING UTILITIES. 2) AS THE FIRST ORDER OF WORK, THE CONTRACTOR SHALL POTHOLE AND LOCATE ALL EXISTING UTILITIES, PRIOR TO EXCAVATION. LATERAL "A -57" MAINTAIN MAINLINE T LIT INVERT SHALL BE 4' ABOVE MAIN LINE INVERT. w i 070 - - ............._.. O f N z EXIST. GRADE OVER t CL OF RCP 40 v N 16 ag i 1 n HGL dory i 050 I I i i I/ I I I it 1 o J H Z W tn i 2y CONSTRUCT 36 "I RCP 49.74 LF-1750 D LATERAL "A -58" a1F 12'X10' RCO IS USED MAINTAIN MAINUNE INIVE'RT, LAT. INVERT SHALL BE 4' ABOVE MAIN LINE INVERT. eo ZI K o m S1q ZU H N 85a- 16 EXIST. GRADE OVER CL OF RCP i HGL 4L I i I I R I d °— co - LOU N M N o n0 a w u t n z_ j cncn CON., 36" RCP 2 .52 LF -1750 D LATERAL "A 59" MAI THIN ' 1O IS USED MAINTAIN M*fVLINE INVERT, LOT. INVERT SHALL BE 4' ABOVE MAIN 1 W Z O, 04 hm l 5 al $ a vl , cep vF- i g EXIST. GRADE OVER o CL OF RCP NASA GPS is 0 i i HGL i i j R d I as • O n ^ h all cn y i a> W • it II CON TRUCT 36" RCP 7 .64 LF -1750 D LATERAL "AmSVII N Z h m N • ^ O Q R .IL-. a g m o is EXIST. GRADE OVE BPS 16 cq CL OF RCP i 21 EX /ST 24, SD i i HGL i s 0• 84A -- - -- - + - -- --- - - - - -- - --------- - i oO W Lai I a t j Op m try 2 co O $ N fn O^ Cf R .o Q uj N° u in CONSTRUCT 36" P 41.33' LF -1750 IF 12'X10' RCB IS USED MAINTAIN MAINLINE INVERT, LAT. LATERAL "A -60" INNVERT SHALL BE 4' ABOVE MAIN LINE INVERT. u U tIO140 a< J ^ a 1 .88 LF -1750 D I LATERAL 11A -64' GRADE OVER CL OF RCP R IF 12'X10' RCB IS USED MAINTAIN MAINLINE INVERT, LAT. INVERT SHALL BE 4' ABOVE MAIN N Z J a $ N 0 2 UT n` Q CL °o can $o+ o CL OF RCP HGL--\ s -Tit 1t o o O n On X it N LAJ n° rn CONSTRUCT 36" RCP 2 Q 1 .88 LF -1750 D I LATERAL 11A -64' GRADE OVER CL OF RCP R IF 12'X10' RCB IS USED MAINTAIN MAINLINE INVERT, LAT. INVERT SHALL BE 4' ABOVE MAIN N Z J a $ N 0 2 UT n` Q CL °o can $o+ o CL OF RCP HGL--\ s -Tit 1t n 16 PAR N o 0 o O X it O$ N t n° rn 2 y NO o: I 4_ 4 u o: e F 12'X10' RCB IS USED i MAINTAIN MAINLINE INVERT, LAT. INVERT SHALL BE 4' ABOVE MAIN LINE INVERT. n 16 PAR N F Z n CONSTRUCT 66.35 LF -1 LATERAL "A -61 CONSTRUCT 36" , 48.74 LF -1750 ATERAL "A -65 N sM d n i I Tyr D"IF 12'X10' RCS IS USED MAINTAIN MAINLINE INVERT, LAT. INVERT SHALL BE 4' ABOVE MAIN LINE INVERT. i N Z 7 - 0 a 7 ^ u" Q e , z I t O EXIST. GRADE OVER 1s CL OF RCP 2 HGL 1030 - i G 646 - - - -- ____ - - - -- - -- - -- - -- ---- __ - -___ i i j i o a ham' 6 o m g an o oci no n NO N 5 . Zap um . 2y I z CONSTRUCT 36 "I RCP 32.79 LF-1754 D LATERAL "A-62 HORIZ. SCALER " =20' VERT. SCALE: 1"=4' STORM DRAIN CONSTRUCTION NOTES: REPLACE ALL EXIST. VCP SEWER LINE SEWER LINE CROSSING MAIN LINE TRENCH TO DUCTILE IRON PIPE (D.I.P.) WITH EPDXY LINING 14 CONSTRUCT P.C.C. COLLAR PER CITY OF RANCHO STANDARD DRAWING NO. 329 15 CONSTRUCT BLANKET PROTECTION FOR PIPES PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING NO. 340. 16 PROTECT IN PLACE. 2 1 — ABANDON / REMOVE NOTES REGARDING STATIONING: ALL STATIONING SHOWN FOR STORM DRAIN MAINLINES, CATCH BASINS MANHOLES AND LATERALS ALONG THE CENTERLINE OF MAINLINE CONDUIT. NOTES REGARDING UTILITIES: 1) THE CITY OF RANCHO CUCAMONGA DOES NOT ASSUME RESPONSIBILITY FOR THE ACCURACY OF ALL UTILITY LOCATION, IT IS THE CONTRACTOR RESPONSIBILITY TO PROTECT ALL EXISTING UTILITIES. 2) AS THE FIRST ORDER OF WORK, THE CONTRACTOR SWILL. POTHOLE AND LOCATE ALL EXISTING UTILITIES, PRIOR TO EXCAVATION. o X .- N II aa^o 0 n CONSTRUCT 66.35 LF -1 LATERAL "A -61 CONSTRUCT 36" , 48.74 LF -1750 ATERAL "A -65 N sM d n i I Tyr D"IF 12'X10' RCS IS USED MAINTAIN MAINLINE INVERT, LAT. INVERT SHALL BE 4' ABOVE MAIN LINE INVERT. i N Z 7 - 0 a 7 ^ u" Q e , z I t O EXIST. GRADE OVER 1s CL OF RCP 2 HGL 1030 - i G 646 - - - -- ____ - - - -- - -- - -- - -- ---- __ - -___ i i j i o a ham' 6 o m g an o oci no n NO N 5 . Zap um . 2y I z CONSTRUCT 36 "I RCP 32.79 LF-1754 D LATERAL "A-62 HORIZ. SCALER " =20' VERT. SCALE: 1"=4' STORM DRAIN CONSTRUCTION NOTES: REPLACE ALL EXIST. VCP SEWER LINE SEWER LINE CROSSING MAIN LINE TRENCH TO DUCTILE IRON PIPE (D.I.P.) WITH EPDXY LINING 14 CONSTRUCT P.C.C. COLLAR PER CITY OF RANCHO STANDARD DRAWING NO. 329 15 CONSTRUCT BLANKET PROTECTION FOR PIPES PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING NO. 340. 16 PROTECT IN PLACE. 2 1 — ABANDON / REMOVE NOTES REGARDING STATIONING: ALL STATIONING SHOWN FOR STORM DRAIN MAINLINES, CATCH BASINS MANHOLES AND LATERALS ALONG THE CENTERLINE OF MAINLINE CONDUIT. NOTES REGARDING UTILITIES: 1) THE CITY OF RANCHO CUCAMONGA DOES NOT ASSUME RESPONSIBILITY FOR THE ACCURACY OF ALL UTILITY LOCATION, IT IS THE CONTRACTOR RESPONSIBILITY TO PROTECT ALL EXISTING UTILITIES. 2) AS THE FIRST ORDER OF WORK, THE CONTRACTOR SWILL. POTHOLE AND LOCATE ALL EXISTING UTILITIES, PRIOR TO EXCAVATION.