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HomeMy WebLinkAbout2204-1131422 10+00 \\1 1I+00 SCALE: �e,�,� EXlsr. INLET 1: i" -40 ' ``��� EXIST. 1211 PIPE Va 1 =4 \ z .I \ � I � Ej EX I S 1. SUMP PUMP I K TANK I WATER VAULT; ['0 1- ' ENCLOSURE C L D S UR E 131 FiEMOV60. \ \ v, k X t 5 r /Z /l P/PE \� N 7'd BE 49A1VODNEL7-__1�\ I � Ex/sr. C�Ra E �UrT�-R E E E E E a a a a Ex/Sr. 391/ R.C.P TA. 03 f /3.3 6 S/E'1P/P/-� STORM ,IJ,F_'A1X/ ~ SIERRA AV E N U E D F M,4ZVGOL 0 A 6 �Ews,r CURB e, GUTTER S TA . 11 >< 8 Z. 4Z 46 ,' RCP MSI STJeIV PeWI Y ZXT STA. ?d133.5;4 SIEIZ44 STORM PeAII 1/ EX/SI: 39/' RCP A = 45* 9 = /6" C 3.D' D= 3911 S /NV EL. //Z6.39 1 I REVISIONS D I L T 12' /,0' 4,1- /8' /.0" 5 24" /01 Err 36"" l.5" 8" 48"" 1.5 /0 " 5i' l.5' /0'" 60"" /, 75 / /' 66" 1 1,15" /l"" 3-4 Circular Ties 8. i concrete pipe, 8or asbestos cement pipe. 19. Not to be used for o size change on the mainline. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKE OR �, CURB AND/OR GUTTER, THE CONTRACTOR SHALL DILIGENTLY PURSUE 2. EXCAVATION AND CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THAT PORTION OF WORK TO COMPLETION. FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK ON THIS PROJECT. 14. ALL R.C.P. INSTALLATION AND CONNECTIONS SHALL BE MADE PER LU C�l MANUFACTURER'S SUGGESTED METHOD UNLESS OTHERWISE SPECIFIED ON 3. THE CONTRACTOR SHALL OBTAIN A PERMIT FROM THE SAN BERNARDINO THE PLANS. COUNTY ROAD DEPARTMENT FOR WORK WITHIN COUNTY RIGHT -OF WAY. - 15. IF DURING CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A SYSTEM 4. THE CONTRACTOR SHALL OBTAIN A PERMIT FROM THE SAN BERN ARDI N0 APPROVED BY THE CITY ENGINEER SHALL BE INSTALLED TO DEWATER COUNTY FLOOD CONTROL DISTRICT FOR WORK WITHIN THEIR IIII�I SAID AREA AT THE DIRECTION OF THE SOILS ENGINEER. EASEMENTS. I 16. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF I� STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE UN£ OTHERWISE NOTED. 17. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE 6. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR CITY OF FONTANA. AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. -VIII' Q11- 18. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL 7. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED STEEL HAS BEEN PLACED, INSPECTED AND APPROVED. TO, GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER, 8. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL STREETS. J FACILITIES, NOTIFY: 9. LOCATIONS OF PUBLIC UTILITIES SHOWN HAVE BEEN DETERMINED FROM II AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE CITY OF FONTANA SAN BERNARDINO COUNTY FLOOD CONTROL DISTRIC RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE TRUE 8353 SIERRA AVENUE 825 EAST THIRD STREET -- - ------ -� AND TO EXERCISE PROPER PRECAUTIONS TO AVOID INJURY OR DAMAGE TELEPHONE (714) 350-7610 TELEPHONE (714) 383-1665 THERETO. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT otn� FOR UTILITY LOCATION BEFORE EXCAVATION AT 1-800-422-4133. SOUTHERN CALIFORNIA GAS COMPANY PACIFIC TELEPHONE & TELEGRAPH COMPANY 1981 W. LUGONIA AVENUE 3939 CORONADO STREET 10. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) REDLANDS, CALIFORNIA 92374 ANAHEIM, CALIFORNIA 92807 FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING TELEPHONE (714) 884-9411 TELEPHONE (714) 999-5514 SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE SOUTHERN CALIFORNIA EDISON COMPANY UNDERGROUND SERVICE ALERT GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT ISI MAY BE EXPECTED. RIALTO, CALIFORNIA 92376 TELEPHONE GROUP W CABLE 11. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION 714 820-5598 - UNDERGROUND 8561 NUEVO AVENUE OR TRENCH WORK AS DESCRIBED IN NOTE 10 ABOVE FROM CALIFORNIA 714 875-5100 - TRANSMISSION FONTANA, CALIFORNIA 92335 STATE DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD 213 637-1233 - PIPELINES, OR TELEPHONE (714) 350-2344 SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 306- 800 422-4133 1.1.6 FONTANA WATER COMPANY GENERAL TELEPHONE COMPANY 16803 SPRING STREET 245 N. MOUNTAIN VIEW AVENUE FONTANA, CALIFORNIA 92335 POMONA, CALIFORNIA 91766 TELEPHONE (714) 822-2201 TELEPHONE (213) 357-2257 OR (800) 422-4133 III ..1111 .III .III i i ' z�v� I -III 12+00 13+00 E E E E a a a a Ex/Sr. 391/ R.C.P TA. 03 f /3.3 6 S/E'1P/P/-� STORM ,IJ,F_'A1X/ ~ SIERRA AV E N U E D F M,4ZVGOL 0 A 6 �Ews,r CURB e, GUTTER S TA . 11 >< 8 Z. 4Z 46 ,' RCP MSI STJeIV PeWI Y ZXT STA. ?d133.5;4 SIEIZ44 STORM PeAII 1/ EX/SI: 39/' RCP A = 45* 9 = /6" C 3.D' D= 3911 S /NV EL. //Z6.39 1 I REVISIONS D I L T 12' /,0' 4,1- /8' /.0" 5 24" /01 Err 36"" l.5" 8" 48"" 1.5 /0 " 5i' l.5' /0'" 60"" /, 75 / /' 66" 1 1,15" /l"" �1 CONCRETE COLLAR NO TES 1. A. D f/ ypi 4:. a. •D. to 3 R, I -- - - - 0. l0 ft. per foot, I Where pipes of different diameters ore joined with a concrete N I / 0 9 I At - bK Exist. I / I 1 Pipe I I 4. / I � 5. • Omit reinforcing on pipes 24'ond less in diameter and on al/ 6 I / n or 1, - / 4 6. a. e •. I al Sia Pt fiw$-Ti shall be D f (2 x wall thickness ) + 8 it ie4012" When DI is equal to or less than D2, join inverts and when D) e ' ♦ 3 -le" O. C. 3-4 Circular Ties �1 CONCRETE COLLAR REVISIONS LOS ANGELES COUNTY MARK DAT[ DESCRIPTION FLOOD CONTROL DISTRIC' 1P -e-69 Revised Note a. Cox,-sils CONCRETE COLLAI ' .Lisligr7gf'iorl t cooed No>'•ts 9 ' FOR PIPES 12 INCHES THROUGH 66 APPROVAL S - APPROVAL RECOMMENDED 8Y D.Y. APPROVED e1- / of riaN[o Rr 1 M. M /' ••'. '� `� •C%- --' `"��.� _f��� C"[CRto RT •J R"IT TID .r _ . C.W.H. T 5('AI F nATF Air'l �_ nV 1 C7• 4 1. Junction Structure No. 2 is to be used when 0 D. of 8 is greater than I/, the I. D. of 0, or B is greater than 24 inches. B shall not exceed 3/4 D, H H or 39 inches. NOTE � No more than one opening shall be made in one section of pipe. t ��\ &m 2 Values of A, 8,C and Dare shown on project drawings. Elevolion"R"and D____ I �♦ , Elevation "S"are shown when required per Note 12 1. • 3. Elevation S applies at inside wall of structure. ; of structure 4. Breakout limits shall be determined as follows; Min _-; I' -"~ j t �� `� ` Upstream Limit - At the intersection of the outside of the spur wall ! 1 I 1 t l d► with the main line pipe wall I NT NO TES 1. A concrete co/%r is requiJTd where the change in grade exceed,, to 3 R, I -- - - - 0. l0 ft. per foot, 2. Where pipes of different diameters ore joined with a concrete 5,1 collar, L and T shall be those of the larger pipe. D= DJ or D2, 5 whichever IS greater. 3, For pipe /anger than 66"a special co✓%r detail is requiitd. 4. For pipe size not listed use next size lorger: 5. • Omit reinforcing on pipes 24'ond less in diameter and on al/ 6 pipes where angle A is less than l0' 6. Where reinforcing is requ%red the diameter of the circular ties I al Sia Pt fiw$-Ti shall be D f (2 x wall thickness ) + 8 it 420 -C-2000 Conc.-ole 7. When DI is equal to or less than D2, join inverts and when D) e ' ♦ 3 -le" O. C. is greater thou D,*, join soffits. 8. Pipe may be corrugated metol pipe, concrete pipe, or reinforce( concrete pipe, 8or asbestos cement pipe. 19. Not to be used for o size change on the mainline. REVISIONS LOS ANGELES COUNTY MARK DAT[ DESCRIPTION FLOOD CONTROL DISTRIC' 1P -e-69 Revised Note a. Cox,-sils CONCRETE COLLAI ' .Lisligr7gf'iorl t cooed No>'•ts 9 ' FOR PIPES 12 INCHES THROUGH 66 APPROVAL S - APPROVAL RECOMMENDED 8Y D.Y. APPROVED e1- / of riaN[o Rr 1 M. M /' ••'. '� `� •C%- --' `"��.� _f��� C"[CRto RT •J R"IT TID .r _ . C.W.H. T 5('AI F nATF Air'l �_ nV 1 C7• 4 1. Junction Structure No. 2 is to be used when 0 D. of 8 is greater than I/, the I. D. of 0, or B is greater than 24 inches. B shall not exceed 3/4 D, H H or 39 inches. NOTE � No more than one opening shall be made in one section of pipe. t ��\ &m 2 Values of A, 8,C and Dare shown on project drawings. Elevolion"R"and D____ I �♦ , Elevation "S"are shown when required per Note 12 1. • 3. Elevation S applies at inside wall of structure. ; of structure 4. Breakout limits shall be determined as follows; Min _-; I' -"~ j t �� `� ` Upstream Limit - At the intersection of the outside of the spur wall ! 1 I 1 t l d► with the main line pipe wall I NT T Rarnd Ed" . .� ♦ `� I - to 3 R, I -- - - - ' ' 5" 18 5,1 h 5 \ "t E and F bars , lE E 1 1 ♦S,-3" O.C. 6 I 6 I IZ 'o i w I al Sia Pt fiw$-Ti hors 1t�r its" Parti. 17)1 e ' ♦ 3 -le" O. C. REFER TO DEFINITIONS AND TERMS IN CITY STANDARD , -G bars 1F4-6"O.C. t IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKE OR �, TABLE OF VALUES FOR T B T 12 " 5" 15" 5" 18 5,1 21 5 24" 5 27" 5 30 6 33' 6 36 ' 6 39" 7" Downstream Limit - 6 inches downstream of the intersection of the Spur wall with the main line pipe wall. The opening shall be rectangular, Cut normal to pipe surface and without damaging reinforcing steel If a joint in the main lint pipe falls within the limits of the Concrete cradle, provide a Concrete encasement one fool above the top Of the main line pipe to the limits of the cradle. 5 The transverse reinforcement in pipe sholl be cut at Center of opening and bent into top and bottom slabs of spur. 0 6 The main line pipe shall be crodltd and encased in I: 3: 5 concrete mill, extending longitudinally 12 inches beyond the limits of breakout (See Nola 4); and transversely a distance of H on each side of the centerline of pipe. H = t/t 0. D. of pipe + 3 inches minimum. Cradle may be omitted on side opposite lattrol initl when constructed in Connection with existing storm drain. 7. Reinforcing steel shall be per 2- 0 171, and placed II/t inches Clear from t face of concrete, unless otherwise shown. -''--` 8 E and F bars shall be carried to a point not less than J distance from 1 N f1ou+►d Ear i ` " PLAN c8nitrline. J - T/it D + 6 inches. to 3" R' Min - 3 . 9 Concrete strength shall be 3,000 psi at 28 days except as otherwise noted. A_ - ; 10 Floor of structure shall be steel -troweled to spring line (� y- II When Junction Structure No '�,Iis specified with reinforced monolithic arch Reinforcing Steel storm drain, value 0 shall refer to the clear span of the arch. `MAIN LINE STORM GRAIN i I J _ �, Tie bots F Reinforcing steel shall be cut -end bent into Junction Structure in the some R. C, Pipe or reinforced ', ►�-� t /tea-18"OC 1 manta os for pipe Concrete cradle under reinforced monolithic arch is monolithic arch L 1 I __ S not r `quired. 3" 1 �' 1 a1� \� o... o • 1 0 : o': At 12 When Elevation "R" and Elevation "S"ore not shown on project drawings, inlet 1 ~ --Tie bars }Ain r i�'� I „ I pipe Shall enter main line radially When Inlet pipe enters main line Other than • '. ' •: ♦ 3- It' 0 C y ; I ,' - "� - I radially, Elevation "S" shall be shown on project drawings, and inlet pipe shall 01�1/i 1 Round I !v" `' I 1 be laid on a stroilht grade from Elevation "S" to catch basin or grade break G bars-- I " ii"E bar s (G bars 1 m1 in line Elevation R" sholl be shown on project drawings only when stub is to ° I 1 s SjlMin� Zine. i Ed_9�=t. - i'I►5-3"O.0 t p j g y 1 I be provided in main line for future construction Of inlet pipe. T- --- �- - ° -T r t + i I--sF bars i iElev. R 13. Stations specified on drowings opply d the infersecl d cer,far linea .�' - 1 1� -- - - • d ,nein int and laterals, e%capt that stallions for cc" basin caxsclor 1: 3: 5 n' E lev. S '; ' *5-3"0 C pipe t/Ipty d inside well of struc". 0. ° Concrete °. \�-------- .•.: `: o .'. • ®14. Use Transition Structure No. 3, Std. Dell. 2-0194, whin A.C. Pips is e a . • .r : o : !�,: �� , - - used for mainline. LOS ANGELES COUNTY { ♦ FLOOD CONTROL_ DISTRICT I r - - - - - -- 1--- ----4 I 1 " 1 \ - I: 3 5 Concrete SECTION M -M Undisturbed earth'/ JUNCTION STRUCTURE - ^ REVISION= SN YAIeK OAT. a[SCRIPTIOR SECTION Z- Z • ?-11-GG illevieel /Vita T end 11.0. ade+ed Note /2. C /" a" Or 00004 Afi11`11; tel-'LSAtrrA►, ----- .A. R. ASM NOT 1 14 _ _ CNI[F ENGINEER rTr1e ^ n - •• ECAC[ DATE I r1Wr: Nn 2 - Il 117 NCTION STRUCTURE No.2 OOCRrIll as - ' " I nclrlr vn VCv VVn%.nr_1 C 1-117[: 6Rnwllo 1-.n dearoncs"�y� 0 Top of Bedding B unless otherwise _ _ _ `•�----BoWill as specified T- .4 _.4 10 borrN.-------- � \', �� n1`y � 1��►-Cover -1►�"___ noted in the specifications.— Excavated bank air sheeting ® ?'w/nimum clearance- 1+ - t I 1 -420-C-2000 T I - 1 ' Excavated bona X420 -C -?000 CASE Y GENERAL NOTES I to bell or collar. - - - I i I I - I , � Concrete I j , or sheeting___ Concrete 1. Use Case III for R.C.P and A.0 P. Case 11 for vitrified clay and plain concrete pope unless ornerwlse specified or shown on the project drawings. Excavated bank or ���� �-Screed Bedd/ng A 10 tit cwwture end ,�-Redd/tip B p 420 -C -?OPO Ca,cre+e- sheetin-•'--'--� � _ �inrrt � grade of pipe. type of screed and /M �� p'�-/ 3'm/n/mum ehoroncl �28edding A shall De composed of sand, 3/4 inch or I/2 inch (rustled rock, No.3 or No 4 concrete aggregate or gravel, or other granular g. 'tom -�4 min- ,, �' l - - _ motcriol as specified, unless otherwise approved by the Engineer. Any of the materials listed with a gradation no coarser mon that ► nein. T Bedding B -- sal,,,/ method of are /o be approved ty the o x,'3/6 D' to bare/ -- - - ,. r'*' . 113/80, , S____ i En to �O O -!/15 O Wo. ..� A 1 CorM of No.3 concrete aggregate shall be us+d for pipe 27 Inches 1n diameter and larger• orW mater ids with o gradation no coors.r titan Npa! wrM r: 11 i g Nr• I 1. I I" Rd[I fUrll?e1- w I- ►. , i I / Rough" Joint j , that of 1/2- inch crushed rock shall be used for pipe smaller than 27 Inches in diameter. nlractar -_J -,-1 Bedlhnp A----- ,a ;r, �; • :,. •f T \ Beddlnp materia/ below bottom _ -L a• .x } 1 I �///SOmrr1. -- •'=�-•' r � � •a. lyy _T Bedding B snalt be composed of sand or other granular material as specotied, unless otherwise approved by the Engineer, and 'ntlrNnxtnt o/ beddMp materia/ /'m/ninwnr bead/tip-' 1 it of pipe shall be //120' foe pipes •, ,1• ♦ __ �_��/n A r • ►. , ,' , shall be completed prior to placing balance of backfill. materia/ below bel/ -Excavation to /h/s /!nal pern✓tled. 39' and larger /n a7ometer, anal / � p / /sand /a grade adjustment :, 01. I �-3/t D ' 3 I 'Excavation !o 1Ms Ane fled t -For concrete mix SII speciticofiars.ConcrNe , ► 3. Concrete backfill, where called for on Std. Dwg• 2-0213 or where specified on the project drawings, shall be&420-C-2000 a1- co/%% 4 for pipes less /Aon 9' !n PKC ,i� diameter. /n fro Cass shall it be i sho// be /2 Aovrt o/d before pipe is /aid. 'M' s .� m/n. , ► 1 concrete poured wall to wall of trench from top of Bedding A to a minimum depth of 4" over top of pipe'Concrefe bockfill 1. CASE I, BEDDING (Load Factor 2.1) less than /'below any bel/ or co/lar. and W, shod be specified on the pons Or by Excavation to , ►/ , i snail be used or R.C.P and A.C.P as required on std. Owg..10.2 0213. 2. CASE II BEDDING a BACKFILL AROUND P:PEE (Load Factor 1.8) hors #/W permitted sAo// las used there speci/ied on p/ms or Inhere required 1M Ewpi�eti SUPERSEDES 2-0 148 at an arternalive to Case atter Casea Bedsding as provided 0 (a) 'W °f sprx'%yky/ine sho/lno/be less then 6"for any aleph of trench. 3. CASE III BEDDING a BACKFILL ARUUND PIPE (Load Factor 1.8) I�-/'n+ininliwe+ ofbedd/np Nworio/ REFERENCE& e[v1e10Ee LOS ANGELES COUNTY Tlvs dinrensrvn era inC/cde the fhicErness of an sheeti • (al •W d i //ns s11a9 not be less Than /M Jo/lavin 6'/or p+'pe 60"or less 4. CASE X BEDDING (Load Factor 3.0) Mrear. Cose2rSedd/ngSAW beused instead of Case Y i n' 'tD709/n9,, g' GENERAL NOTES (CONT D) 2-0213 MARX DATE DEsco"PrIC)" FLOoo CONTROL DISTRICT against sheeting or iostoWf trench sites it to required by (b) Where cover is B' or /esr,'W'measured of top of pipe may be one /n diameter,/O or pipe 63'to 106'inelusive ht d4'ameldr, and 12 pkv pilot- /veynr fawn Where regarror by the Engineer as an wMernah've to Case r or 0. ewse dimension greater than 6' 106"in diorrhtler; rhese dimensions ,way r�c/vde Me fhicJ•ness of any sherfin9• Cole Y' to ereet conditioms oris/M dtring construction. 4. Bedding 8 shall contain no rocks larger than 4 -inch in greatest 1Y•54 Rf vi510 PIPE BEDQING the Enginoor op r pipe may be 5-55 Rev/seA Note IN (cJ M>!ae corer !s greater Mon B, if measured of lop otpipe sAo✓/ 3tt(b1WAere cover is /0'orless 11''meawnd of M• / o the any dimension Q not be greater Man 8'unless the contractor at Ars awn expense d/mens/an greater than the above spec/1Nd m/rwm[An,url/est oMerwrse s+ee/tied 9. CASE 3E BEDDING ( Load Factor 2.7) O' R • 10.3'9 P'vised A/ofei provides Case I bedding c1- stronger Alpe. The dialed 8' tx/udes on Me project I�ole+np-. 5 Where rocks ore included in the bedding, nesting thereof will O 3-61 >a.�,,fx./.5,,es �RENC ES the Mickness of i4ef in . *(c)Where cover /s ea.rer than /0' 'W'meanxed of Met of h'Ye shoN be used where specified on the plans. Case IY Bedding sholl rat be permitted, 0 '-6d Qev,scd.V&re 'e,3 a►! g p► 17p pipe shah nor b1 10.68 +es -deo 96' 10'0��yy' AP NY ® greater than /0 for pipe 106' /n dbw►eter of /ass, or /2' for p/pe over 106'#r be used instead of Case 3E against sheeting or unstable french walls 4 72 deft grofy dn"nv►fN uI1lase fire t.,worm-f~,w h/e -v i.[. w r,Prri,ll�e r'ner l hrAr/irr ,1-P - �, - - � �_� �.. .�- r__:_--- a ! - W - �- Il'x/Sr. /ell RCP - E - E CONSTRUCTION NOTES, 10 CONSTRUCT 18" R.C.P. (Z000- 0) O TIE TO EXISTING PIPE. O3 REMOVE AND REPLACE EXISTING 8' P.C.C. CURB & GUTTER. ® REMOVE AND REPLACE EXISTING P.C.C. SIDEWALK. 50 SAWCUT, REMOVE AND REPLACE EXISTING A.C. PAVEMENT. © CONSTRUCT' CONCKETE COLLAR PER LACFCD DETAIL No. 2-D393. Q CONSTRUCT JUNCTION STRUCTURE No. 2 . PER LACFCO DETAIL No. L - DI12. ® PLACE PIPE BEDDING PER LACF'CD DETAIL No. Z- 0Ill. (CASE 1TI;1, CI)MTRUCT STORM DRAIN CLEAN bUT PER SAN SE7NA01NO CDUNTY ZDAD DE.PAE.TMENT DETAIL ND. ZD8. 2- NO.6 BARS `1 4 1:2 MIX CEMENT . MORTARS 611 NO, 4 BARS, 8" O.C. BOTH WAYS DIAGONALLY NO.6 BARS, 8" O.C. BOTH WAYS. PRECAST REINFORCED CONCRETE MANHOLE RING RING SET IN A THICK BED -OF 1:2 MIX CEMENT MORTAF -6" NO.4 BARS, 8" O.C. BOTH WAYS -" STEPS ON WALL WITHOUT DF AND UNDER MANHOLE PLACE 3/4' 0 GALVANIZED IRON STEPS IN WALL A MAX)MUM OF IS" APART i , NO.4 BARS, 8" O.C. BOTH WAYS,/ -/,I co STEP DETAIL NOTES: I. STORM DRAIN CLEANOUT SHALL BE CONSTRUCTED OF CLASS 'A' CONCRETE. 2. CLEARANCE FROM I.D. OF PIPE TO CLEANOUT WALL SHALL BE 4" MIN. 3, APPROVED PRECAST CONCRETE MANHOLE SHAFT RINGS WILL BE ACCEPTED IN LIEU OF CAST -IN-PLACE SHAFT BERNARDINO COUNTY ROAD DEPARTMENT STORM DRAIN JCM. 1•GS 2C GENERAL~ NOTES- 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO 12. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD CONSTRUCTED SIX (6) INCHES BELOW FINISHED GRADE BY PAVING SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CITY OF FONTANA. CONTRACTOR AFTER COMPLETION OF PAVING. REFER TO DEFINITIONS AND TERMS IN CITY STANDARD SPECIFICATIONS. 13. IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKE OR CURB AND/OR GUTTER, THE CONTRACTOR SHALL DILIGENTLY PURSUE 2. EXCAVATION AND CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THAT PORTION OF WORK TO COMPLETION. FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK ON THIS PROJECT. 14. ALL R.C.P. INSTALLATION AND CONNECTIONS SHALL BE MADE PER MANUFACTURER'S SUGGESTED METHOD UNLESS OTHERWISE SPECIFIED ON 3. THE CONTRACTOR SHALL OBTAIN A PERMIT FROM THE SAN BERNARDINO THE PLANS. COUNTY ROAD DEPARTMENT FOR WORK WITHIN COUNTY RIGHT -OF WAY. - 15. IF DURING CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A SYSTEM 4. THE CONTRACTOR SHALL OBTAIN A PERMIT FROM THE SAN BERN ARDI N0 APPROVED BY THE CITY ENGINEER SHALL BE INSTALLED TO DEWATER COUNTY FLOOD CONTROL DISTRICT FOR WORK WITHIN THEIR SAID AREA AT THE DIRECTION OF THE SOILS ENGINEER. EASEMENTS. 16. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF 5. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE THE CITY'S INSPECTOR. OTHERWISE NOTED. 17. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE 6. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR CITY OF FONTANA. AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 18. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL 7. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED STEEL HAS BEEN PLACED, INSPECTED AND APPROVED. TO, GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER, 8. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL STREETS. SYSTEMS, ETC. 48 HOURS PRIOR TO EXCAVATION NEAR THEIR FACILITIES, NOTIFY: 9. LOCATIONS OF PUBLIC UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE CITY OF FONTANA SAN BERNARDINO COUNTY FLOOD CONTROL DISTRIC RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE TRUE 8353 SIERRA AVENUE 825 EAST THIRD STREET LOCATION AND ELEVATION IN THE FIELD OF ANY EXISTING UTILITIES FONTANA, CALIFORNIA 92335 SAN BERNARDINO, CALIFORNIA 92408 AND TO EXERCISE PROPER PRECAUTIONS TO AVOID INJURY OR DAMAGE TELEPHONE (714) 350-7610 TELEPHONE (714) 383-1665 THERETO. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT FOR UTILITY LOCATION BEFORE EXCAVATION AT 1-800-422-4133. SOUTHERN CALIFORNIA GAS COMPANY PACIFIC TELEPHONE & TELEGRAPH COMPANY 1981 W. LUGONIA AVENUE 3939 CORONADO STREET 10. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) REDLANDS, CALIFORNIA 92374 ANAHEIM, CALIFORNIA 92807 FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING TELEPHONE (714) 884-9411 TELEPHONE (714) 999-5514 SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE SOUTHERN CALIFORNIA EDISON COMPANY UNDERGROUND SERVICE ALERT GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT 300 N. PEPPER AVENUE TELEPHONE 800 422-4133 MAY BE EXPECTED. RIALTO, CALIFORNIA 92376 TELEPHONE GROUP W CABLE 11. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION 714 820-5598 - UNDERGROUND 8561 NUEVO AVENUE OR TRENCH WORK AS DESCRIBED IN NOTE 10 ABOVE FROM CALIFORNIA 714 875-5100 - TRANSMISSION FONTANA, CALIFORNIA 92335 STATE DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD 213 637-1233 - PIPELINES, OR TELEPHONE (714) 350-2344 SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 306- 800 422-4133 1.1.6 FONTANA WATER COMPANY GENERAL TELEPHONE COMPANY 16803 SPRING STREET 245 N. MOUNTAIN VIEW AVENUE FONTANA, CALIFORNIA 92335 POMONA, CALIFORNIA 91766 TELEPHONE (714) 822-2201 TELEPHONE (213) 357-2257 OR (800) 422-4133