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HomeMy WebLinkAbout1888-D BENCH MARK: NO. 10011 ELEV: 1074.178 GENERAL NOTES: 19 SOIL BORING LOGS (BY NORCAL ENGINEERING, DATED 11/06/2002) INCLUDED LOCATION: IN THESE PLANS ARE MADE AVAILABLE FOR THE CONTRACTOR FOR SUCH USE 1" ROUND HEAD BOLT IN CONC. STAMPED "S.B. CO. B.M. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY 01098" AT N/E COR. OF 6TH ST. & HAVEN AVE., 1 FT. AS HE MAY CHOOSE TO MAKE OF THEM IN THE PREPARATION OF HIS BID. 0 END OF CURB RETURN. OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS THE CITY OF RANCHO CUCAMONGA GIVES NO GUARANTEE, EITHER EXPRESSED N/ FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION INCLUDING TBM: ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE OR IMPLIED, THAT SUCH SOIL BORINGS REPRESENT A TRUE AND COMPLETE PK. NAIL IN LEAD AT TOP OF S-LY HEADWALL (EAST SIDE) FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO CROSS SECTION OF ALL THE MATERIAL TO BE ENCOUNTERED IN PERFORMING OF SBFCD CHANNEL (DEER CREEK) ON 8TH STREET THESE STANDARDS AND SPECIFICATIONS. THE WORK ON THIS PROJECT. 660'± W/O CENTER AVENUE. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER 20 PRIVATE AND PUBLIC UTILITIES, IF SHOWN, REFLECT AVAILABLE RECORD DATA. ELEVATION: 1115.23 POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL LINES SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN AFFECTING THE PROJECT WORK AND FOR ANY DAMAGE OR PROTECTION ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED TO THESE LINES. PRIOR TO STARTING CONSTRUCTION OF THIS PROJECT, THE AT NO COST TO THE CITY OF RANCHO CUCAMONGA. CONTRACTOR SHALL UNCOVER ALL EXISTING UTILITY LINES AFFECTING THIS WORK. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL 21 STATIONS SHOWN ON THE CONTRACT DRAWINGS ARE ALONG THE CENTERLINE OF FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE THE STREET, EXCEPT WHERE NOTED OTHERWISE. FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR 22 WITHIN 3 WORKING DAYS AFTER FINAL SURFACING IS PLACED, ALL MANHOLES INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES AND VALVE BOX FRAMES AND COVERS SHALL BE ADJUSTED BY THE CONTRACTOR CONSTRUCTION NOTES & QUANTITY ESTIMATE ARE SHOWN ON THESE PLANS. TO FINISH GRADE. THIS IS TO BE DONE PRIOR TO PLACING SEAL COAT. AFTER SAID 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA TIME, THE CITY WILL ADJUST THE ABOVE ITEM AT THE CONTRACTOR'S EXPENSE. ITEM DESCRIPTION QUANTITY UNIT PUBLIC WORKS, ENGINEERING DEPARTMENT PRIOR TO ANY O CONST. 18" RCP, 1500-D 41 LF ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO 23 MANHOLE COVERS SHALL BE LEFT AT LEAST 6 INCHES BELOW SUBGRADE AND CUCAMONGA EASEMENT OR RIGHT-OF-WAY. BROUGHT TO FINAL GRADE UPON COMPLETION OF STREET PAVING. FINAL FRAME2O CONST. 24" RCP, 1500-D 892 LF 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. SEATING SHALL BE 1/8 INCH BELOW ASPHALT SURFACE. 3O CONST. MANHOLE NO. 1 PER CITY STD. NO. 318 4 EA PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT 24 REFERENCE IS HEREBY MADE TO A GEOTECHNICAL INVESTIGATION REPORT AND POINTS WITHIN 0.10 FOOT OF SUB GRADE ELEVATION AND AT NOT MORE SUBSEQUENT ADDENDUMS PREPARED BY NORCAL ENGINEERING, (562) 799-9469, ® CONST. 24" PCC COLLAR PER CITY STD. N0. 329 1 EA THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED DATED NOVEMBER 6, 2002, PROJECT NO. 9507-01 , ON FILE IN THE OFFICE OF THESAWCUT & REMOVE EXISTPAVEMENT 280 SF BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. CITY ENGINEER. (SEE GENERAL NOTE 19) . 6. ALL SEWER, WATER, ELECTRIC, " " © CONST. CATCH BASIN PER CITY STD. NO. 300 W=14.00' "V" AS NOTED GAS PHONE OR OTHER UTILITY LATERALS 2 EA MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 25 CONTRACTOR SHALL POSSESS A CLASS A LICENSE (GENERAL ENGINEERING INCL. LOCAL DEPRESSION PER CITY STD. NO. X307, CASE B CONTRACTOR), OR A COMBINATION OF SPECIALTY CLASS "C" LICENSES SUFFICIENT 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, TO COVER ALL THE WORK TO BE PERFORMED BY THE PRIME CONTRACTOR7O CONNECT TO EXIST. SBCFCD CHANNEL PER J.S. NO. "A" COMPACTING- O.RIGINAL.-QROUND AND ALL SUB-GRADES SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACTOR'S LICENSE LAW PER DETAIL ON SHEET 2 2 EA PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A (CALIFORNIA BUSINESS AND PROFESSIONS CODE, SECTION 7000, ET SEQ) AND WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED RULES AND REGULATIONS ADOPTED PURSUANT THERETO AT THE TIME THIS CONTRACT ® CONST. 3" A.C. /4" A.B. (28 LF) 280 SF TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. IS AWARDED. 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE 26 THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED, SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR TWO WORKING DAYS PRIOR TO EXCAVATION. PHONE 1(800) 227-2600. PROVIDED FOR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND YOUR CONVENIENCE ARE THE FOLLOWING: GRADATION OF ASPHALT PAVING. VERIZON SOUTHERN CALIFORNIA EDISON CO. 1400 E. PHILLIPS BLVD. 1351 E. FRANCIS STREET 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE POMONA, CA 91766 ONTARIO, CA 91761 SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR (909) 469-6327 (909) 930-8540 DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. RANCHO CUCAMONGA FIRE PROTECTION AGENCY SOUTHERN CALIFORNIA GAS COMPANY 10500 CIVIC CENTER DRIVE 251 E. 1 ST STREET 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND RANCHO CUCAMONGA, CA 91730 BEAUMONT, CA 92223-2903 PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS. (909) 477-2770 (909) 845-0709 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CUCAMONGA COUNTY WATER DISTRICT CHARTER COMMUNICATIONS CONSISTS OF A ROCKY MATERIAL, THE SUBGRADE SHALL BE PREPARED BY 10440 ASHFORD STREET 7337 CENTRAL REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL RANCHO CUCAMONGA, CA 91730 RIVERSIDE, CA 92504 VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF (909) 987-2591 (909) 343-5161 ARROW ROUTE A QUALITY BETTER THAN THE NATIVE MATERIAL. N SAN BERNARDINO COUNTY METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA LOCATION 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS FLOOD CONTROL OPERATIONS DIVISION-PERMIT SECTION 700 N. ALAMEDA STREET W STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. 825 EAST THIRD STREET LOS ANGELES, CA 90012 w SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED SAN BERNARDINO, CA 92415-0835 (213) 217-6000 RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. (909) 387-7995 w s > �A 7H STREET 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR SHALL MAKE HIS 27 ANY WORK WITHIN THE SAN BERNARDINO FLOOD CONTROL DISTRICT (SBCFCD) II ZII OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE RIGHT—OF—WAY WILL REQUIRE A SEPARATE PERMIT. NO WORK WITHIN SBCFCD R/W SHALL BE STARTED UNTIL A PERMIT IS ISSUED. CONTACT FLOOD CONTROL QII SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH SII IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE OPERATIONS DIVISION — PERMIT SECTION AT (909) 387-7995. 6TH STREET I I CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 28 ALL APPROVED WORK WITHIN THE SAN BERNARDINO FLOOD CONTROL DISTRICT I I 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 (SBCFCD) WILL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE PERMIT I I AND SBCFCD STANDARD PLANS AND SPECIFICATIONS. ALL NON-SBCFCD STANDARDS o SHALL BE CONSTRUCTED AT EACH INTERSECTION. N YII SHALL BE PLACED ON THE PLANS AND ARE SUBJECT TO DISTRICT REVIEW AND JII 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE CONTRACTOR FROM REVISION PRIOR TO PERMIT ISSUANCE. = II SII RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION 29 ALL P.C.C. REMOVALS SHALL BE SAWCUT. DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER 30 CONTRACTOR TO CONTACT MR. JOE MIRONE OF THE METROPOLITAN WATER DISTRICT u FOR APPROVAL. AT WATER SYSTEM OPERATIONS GROUP, TELEPHONE (909) 776-2664, AT LEAST TWO Q 16. WORK SITE AND EXTERIOR STREETS SHALL BE MAINTAINED IN A NEAT, CLEAN, WORKING DAYS PRIOR TO STARTING ANY WORK IN THE VICINITY OF MWD FACILITIES. HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 17 THE STANDARD PLANS AND/OR DRAWINGS AS LISTED HEREON SHALL BE CONSIDERED A PART OF THE CONTRACT DRAWINGS AND SHALL BE ON THE VICINITY MAP_ NO SJ1 JOB SITE AT THE TIME OF CONSTRUCTION. 18 TRAFFIC CONTROL AND SAFETY SHALL BE MAINTAINED BY THE CONTRACTOR UTI LITY N OTE IN ACCORDANCE WITH THE STANDARDS OF THE STATE OF CALIFORNIA BUSINESS THE CONTRACTOR SHALL CONFIRM LOCATIONS AND DEPTHS OF ALL UNDERGROUND LEGEND: TRANSPORTATION AND HOUSING DEPARTMENT (S.A.F.E.) "MANUAL OF TRAFFIC UTILITIES WHETHER SHOWN OR NOT SHOWN ON PLANS. PRIOR TO ANY EXCAVATION, THE CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK", LATEST EDITION, AND CONTRACTOR SHALL NOTIFY THE CITY IMMEDIATELY OF ANY CONFLICTS. THE SPECIAL PROVISIONS. NO SUCH DEVICES SHALL BE REMOVED OR RELOCATED S........ SOUTH .. PROPERTY LINE HDR. N........ NORTH HDR...... HEADER WITHOUT APPROVAL OF THE ENGINEER. PRIVATE ENGINEERS NOTICE TO CONTRACTORS E......... EAST MH........ MANHOLE - - - ---- -- - - ON CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR W........ WEST FS......... FINISHED SURFACE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL NLY..... NORTHERLY FF......... FINISHED FLOOR �-S R aT �F'� S Cti GATE APpRovE PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE WILY..... WESTERLY -S- ... SEWER LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND ELY..... EASTERLY WW........ WATER WASTE HOLD THE CITY, OWNER AND DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, SLY..... SOUTHERLY -W- ... WATER ROW2002- EXWNG SURVEY MONUMENTATION REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, N/S.... NORTH/SIDE BW........ BACK OF WALK EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE CITY, OWNER OR FOL..... FOLIAGE CLF....... CHAIN LINK FENCE CITY OF RANCHO CUCAMONGA I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD THE DESIGN PROFESSIONAL. COR.... CORNER EP......... EDGE OF PAVEMENT THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR BLDG... BUILDING SD......... STORM DRAIN TITLE SHEET- STORM DRAIN PLANS EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: STRUCTURES SHOWN ON THESE PLANS IS FOR INFORMATION ONLY, HAVING BEEN TC....... TOP OF CURB IP.......... IRON PIPE NONE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. WHILE DUE CARE WAS TAKEN IN FL....... FLOWLINE TR......... TOP OF RAIL FOR DRC 2002-00860 1 01 THE PREPARATION OF THIS MATERIAL, THE DESIGN PROFESSIONAL CANNOT AND DATED: 4-2-1-6SDOES NOT GUARANTEE THE ACCURACY NOR COMPLETENESS OF SAID INFORMATION. TB....... TOP OF BERM ANG PT..ANGLE POINT STORM DRAIN LINE 'A" AND LINE "B' ROBERT J. tL RCE 37888 AC....... ASPHALT CONCRETE xm ...... FIRE HYDRANT FROM: DEER CREEK CHANNEL ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON ST....... STREET ):� —• .. STREET LIGHT OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL PP...... POWER POLE (421.0). EXISTING ELEVATION TO: INDIANA COURT AND EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. PHILADELPHIA COURT ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE FD....... FOUND -G-...... GAS P.M. NO. 16042 APPROVED BY DATE: "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT CLR..... CLEAR —E— .... ELECTRIC OF LABOR, AND THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' —T—.... TELEPHONE SPR....... SPRINKLER CITY ENGINEER f R.C.E. NO. 24953 "CONSTRUCTION SAFETY ORDERS". CF....... CURB FACE --x-- FENCE oR ` '`�� DESIGNED BY: RECOMMENDED Underground Service Alert THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE C&G.... CURB & GUTTER P.I.V...... POST INDICATOR VALVE ��°�o��R gF<< �� CH R.B. ENGINEERING l9 BASIS OF BEARING& �; � 3198 N. ASHWOOD STREET U CONTRACTORS' AND SUBCONTRACTOR' COMPLIANCE WITH THE "OCCUPATIONAL F.D.C... FIRE DEPT. CONNECT FW......... FIRE WATER VALVE '/ - ORANGE CA 92865 Cel TOLL FFiEE SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR, AND THE ! DRAWN BY: SHEEZ THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE " B.O. .... BOTTOM OF T.O. ..... TOP OF i No 37888 PHONE: (714) 637-8100 1-800 " STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION 1, * �* CH OF CENTER AVENUE BEING NORTH 00' 16 00 WEST AS NOTED ON RCP. ....REINFORCED CONCRETE PIPE -I- TRAFFIC SIGNAL INTERCONNECT �.s-3��s FAX: 714) 921-2223 1 ❑F 3 SAFETY ORDERS" "" � - 227- TRACT MAP N0. 7854, AS PER PLAT RECORDED IN BOOK 100, \slur c v,� ��P� CHECKED BY: PAGES 11-12 OF MAPS, RECORDS OF SAN BERNARDINO COUNTY. F 0R.C.E. N0. 37888 r QQ Q p TWO WORKING DAYS BMW YOU DIC R_B DATE �'_� 3 _ RLE N0. - - PROJECT SHEET N0. OF 02-371sal. D4/17/03 BENCH MARK: NO. 10011 ELEV: 1074.178 LOCATION: 1" ROUND HEAD BOLT IN CONC. STAMPED "S.B. CO. B.M. NOTES: 01098" AT N/E COR. OF 6TH ST. & HAVEN AVE., 1 FT. N/0 END OF CURB RETURN. L A CONCRETE COLLAR 13 REQUIRED WHERE THE CHANGE IN GRADE TBM• EXCEEDS 0.10' PER FOOT. 1 PK. NAIL IN LEAD AT TOP OF S,LY HEADWALL (EAST SIDE) 2. WHERE PIPES Or OIFFEREN7 DIAMETERS ARE JOINED WITH A CONCRETE OF SBFCD CHANNEL (DEER CREEK) ON 8TH STREET COLLAR, L AND T SHALL BE THOSE OF THE LARGER PIPE D : D1 OR D L I 02, WHICHEVER ',S GREA75R. 660'± W/O CENTER AVENUE. 12 3. FOR PIPE LARGER THAN 66' A SPECIAL COLLAR DETAIL IS REOUIRED ELEVATION: 1115-23 24" 12" 5" 4. FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER. ! 8' 8' S. OMIT REINFORCING ON - PES 24' AND LESS IN DIAMETER AND ON ALL 36" 1 48- S. PIPES WHERE .ANGLEA IS LESS THAN 10° 01 57" IB' 10• I 6, WHERE REINFORCING ON PIPES 24' AND LESS IN DIAMETER AND ON ALL 60, 21, PIPES WHERE ANGLE A IS LESS THAN 100. I 66 21" n.. I T. WHEN D1 IS EQUAL TO OR LESS THAN D2. JOIN INVERTS AND WHEN Dt IS GREATER THAN D2, JOIN SOFF:TS. I •. PIPE MAY BE CORRUGATED STEEL PIPE, CONCRETE PIPE, REINFORCED CONCRETE PIPE. � 9- NOT TO BE USED FOR A S17E CHANGE ON THE MAINLINE. CONSTRUCTION p F�UCTION NOTES O CONST. 18" RCP, 1500-D 04 AT ;2,._� .................. 2O CONST. 24" RCP, 1500-D �. 3O CONST. MANHOLE NO. 1 PER CITY STD. NO. 318 1 CONST. 24" PCC COLLAR PER CITY STD. NO. 329 t 50 SAWCUT & REMOVE EXIST. PAVEMENT f © CONST. CATCH BASIN PER CITY STD. NO. 300, W=14.00, M 1.. f ti.. ._ � f ,... "V" AS NOTED, INCL. LOCAL DEPRESSION PER CITY DWG. NO. 307, CASE B 7 CONNECT TO EXIST. SBCFCD CHANNEL PER J.S. N0. "A" PER DETAIL ON SHEET 2 ....., CONST. 3" A.C. /4" A.B. id AT 12" ._..._... I i I n CITY OF RANCHO CUCAMONGA, CALIFORNIA CTTY OF RANCHO �''T1(•'VI ONG4, �T n t _ '.,. ._ 4C4I. TF()R Jk &4. �,..: / APPRC/ED $Y: --r- - - APPRR `. f.jg.... ; ; ._ I o CONCRETE COLLAR FOR STANDARD PLAN PIPES 12" THROUGH 66" ! 329 CITY - CITY i� v f2 UIF yTV S.4NTAP0 5KCT T*9'j F pU _#t # SWCO €u l? t I� RCE, E 24953 DATEI USE WITH STANDARD SPECTFICATIONS FOR PUBLIC WORKS CONSTRUCTION r M SHEET 2 DF 2 j 3 3 _: _ 1110 _ . - - + - 1100 m . . . - + + -- - _ . ; - : _ - - - . . + sQ � - . r . - . . AV _ t 1 2-CLR. r _ . -� -•- _ - - - - CHANNEL WALL - 8 NO 4 DIAG BARS I �d• � 1105 -- - - - �f • - , + - � N 4 BARS 12:�j 12 I RIM o u ORIM ' or 0 4 •U BARS 1 3•RAD (TYP - : N )3• / 149 iCFS PROP. V1.2P FRS _ �- i _ _ #5. 8 CFS 'PR�IP. 3' SQ. C.B. - — , - — v 15.55 FPS _ - - - 2 C - - 2CLR _ S�.�to34 : , - D I I (BEND ALL CUT BARS IN E-I. INTO COLLAR) CONST. 8.75 Lf7 . . - — ION STRUCTURE A �t JN�.E I . REFER TO ARMY CORP OF ENGINEERS STANDARD JUNCTION 9 - - - (FIGURE A-18) 10 5� . _ . . . _ NOTE: - + 15.7 't Fl ELEVATION BEFORE USING STANDARD EACH PROJECT �cTION A A _ MUST BE VERIFIED WITH THE CORPS OF ENGINEERS. -_� + _ — JUNCTION STRUCTURE "A' . . _ - _ WITH COLLAR DETAIL 7 N SCALE + ._ . CONDITIONS t - . - - - - - } ENGINEERS ( ) ALL WORK SHALL BE IN CONFORMANCE WITH ARMY CORPS OF ENGIN STANDARD PLANS AND SPECIFICATIONS. + : : 2 CLEAR OF D S` v V S,0% . 1 (2) DO NOT CLT REINFORCING THAT CLEARS PIPE AND IS - - 'E APDROVLC . . 1100 FINISHED OPENING. �-�--_- _ - + -- _ _ - - - BEND EXISTING REINFORCING INTO NEW CONSTRUCTION. , C14 . (4) CORPS OF ENGINEERS SPECIFICATIONS - SECTION "SPECIAL PROVISIONS 2002— _ _ � •_- � - - -� R CONNECTING DRAINS TOC NEL WALL - SHALL BE ATTACHED _ -- - 5 TO CONCRETE SHALL CONFORM TO 0 SECTION 201-1 OF THE STANDARD CITY OF RANCHO CUCAMONGA :: - + - __ SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, EXCEPT - - AS FOLLOWS: 1095. - + - - - GRADATION IN ALL DETAIL . ' : --: INVERTS AND 4D00 PSI WITH B GRADATION FOR ALL WALLS — FSRt + - _ - : a - - � _ -. . , . • • FOR DRC 2002 00860 - - PRIVATE LATERALS -- (b) CONCRETE FOR ROCK INLET AND OUTLET STRUCTURES, BOTTOM CONTROLS, ST E "A" A LINE "B" .: SPLASH PAD AND OTHER PROPOSED STRUCTURES SHALL BE 560-B OR C-3250. ' -- + (�) CONCRETE MIX DESIGNS SHALL BE SUBMITTED TO THE DISTRICT FOR REVIEW FROM: DEER CREEK CHANNEL . - - y- AND APPROVAL AT LEAST 72 HOURS PRIOR TO CONCRETE PLACEMENT WITHIN - NOT KdAINT�►H�l�DI BY GI — DISTRICT RIGHT-OF-WAY. TO: INDIANA COURT AND V;� atf.ta INV, 131.47 FPS i (� j' � = - + - PHILADELPHIA COURT 1090 (6) BACKFILL IN ALL AREAS HAVING FLOOD CONTROL FACIL.RIES SWILL BE SIMILAR _ - -- 4 _4APPROVED BY _ DATE z - - P.M. 042 TO THE EXISTING MATERIAL AND SHALL NOT CONTAIN RENS (TABLE FOR A 1 _ =Q.1175 : - PROFILE SCALES - - BROKEN CONCRETE OR PAVEMENT, OR OTHER MATERIAL U U ' - : - - _ N0. 249 + - CITY ENGINEER R.C.E. n9_7 7,64INV 1 "_ � - SHALL eµ �`_;;�, � DESIGNED BY: RECOMMENDED 53 _ . ; = COMPACTION STESTS CK� Sm-Am Abrt ___ _ HORIZOTAL: 1 —4O + + PERFORMED AT DETERMINED LOCATIONS AND TO THE SATISFACTION 0 THER.B. ENGINEERING - - DlsrRlcT. e STREET + �` - - . _ -_ . _ - - -- - - ��' 3198 N. ASHWOOD ST Cat TOLL FFlEE VERTICAL 1" 4' . , * - _ r - -- - . _ _ _ _ . WN BY H 1085 _ + _ � DRAWN ORANGE, CA 92865 S EE1 `11 1-800 1* No. 37888 * CH PHONE: (714) 637-8100 - 227-2600 moo,rte— FAX: 14) 921-2223 2 ❑F 3 srgr CIVIC ���P_ CHECKED BY: PROFILE - LATERAL C ,�� ���,F° - Q.C.E. 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