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Home My WebLink About2894-17#5 Cont. Extended Into Manhole Base as Shown #5@9" Flow I - 24" VCP Sewer Flow 24" VCP Sewer @ S=0.0200 Transition from Rectangle to Round 41-311 Precast sections to be designed for H-20 Loadings. 12+56.00 933.85 Inv. 4'-0" - 8'-0"x 4'-0" Precast Concrete Vault Section, Brooks, Quikset or Approved Equal. (upper section only) Prefabricated Fiberglass 9" Parshall Flume. 3. 4 -r7 `•.'.•- �t�f_ � tit t Ilii - � ::.•• •. •:� -T- _L •. �• - L:� • �I I r_I I ' L _ %A. 2" Thick Removeable Fiberglass Grating. I Flow 24" VCP Sewer 30" Diameter Manhole a Opening. Note: Manhole Shelves to 8'-011 Slope to Channel. 11. (Min. 1.5") METER MANHOLE - PLAN VIEW Scale: 1 " = 2' 30" Diameter Manhole frame and cover per I.E.U.A. details on sheet no. 18. .77 v 4 21-011 ` Max. V"""V #5 Cont. Extended Into Manhole Base as Shown (typ.) 8'-0" x 4'-0" Precast Concrete Vault, Upper Sections Only, Brooks, Quikset or Approved Equal. � n -o - #5 @ 9" 560-C-3250 concrete #5 Cont. structure base poured against undisturbed soil. SECTION Scale: ,•-z' 'k-#5 @ 12" 24" VCP Sewer @ S=0.0036 Prefabricated fiberglass 9" Parshall Flume with intergral ultrasonic support fitting, Plastifab, Fisher -Porter, Warminster or approved equal. The flume shall be cast into the base, flume shall be level within 1/4" over its total length. The contractor shall brace the flume so that it shall not deflect or deform in any direction by more than 1/16" during pouring and curing of concrete base. Peak Flow Capacity = 2.88 MGD Min. Flow Capacity = 0.10 MGD BENCHMARK: PER C.S.F.B. 4015/1230 APPROVED BY: ELEVATION = 1004.88 / • G�l�-v,�� 3_ S�� CHISELED "❑" ON TOP OF CURB 66' M. TAGHI MONZAVI DATE: WEST OF CHERRY AVE., 36' NORTH OF CIVIL ENGINEER FOR SLOVER AVE. (BCR). INLAND EMPIRE UTILITIES AGENCY RCE No. C49444, Exp. 09/30/06 Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT ORE Y CODE REQUIRES A DIG ALERT IDENTIFICATION II _ NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG REV. REVISION DESCRIPTION DATE ENGR. CITY DATE JN 12414 City of Fontana E:\dwg\12414\Cherry\12407AS117.dwg, Plotted: Apr 20, 2005 - 11:16am 3" CI Typ. #5 Hoops @9O. O.C. All 91-ni, All SECTION Scale: �^ -,• Meter Influent Pipe Design: Given InDut Data: Shape .................................. 12+61.67 M 935.35 Inv. Level 12+68.06 Flow 935.35 Inv. Diameter .............................. 24.0000 in Flowrate ............................... 2.8800 MGD -US Slope ................................... 0.0024 ft/ft Manning's n ......................... 0.0130 Computed Results: 22.9061 in Depth ................................... 9.9731 in Area ..................................... 3.1416 ft2 Wetted Area ........................ 1.2346 ft2 Wetted Perimeter ................ 33.6258 in Perimeter ............................. 75.3982 in Velocity ................................ 3.2420 fps b. 5.2871 in /'\�� i.:";,\:�•�;•:�;�\(:•;,\•i,:,\\\i�:`\; ;\`i\�F��,,.; 41.5547% Full flow Flowrate ................. 7.9760 MGD -US Full flow velocity ................... 3.5280 fps #6 @ 1211 � n -o - #5 @ 9" 560-C-3250 concrete #5 Cont. structure base poured against undisturbed soil. SECTION Scale: ,•-z' 'k-#5 @ 12" 24" VCP Sewer @ S=0.0036 Prefabricated fiberglass 9" Parshall Flume with intergral ultrasonic support fitting, Plastifab, Fisher -Porter, Warminster or approved equal. The flume shall be cast into the base, flume shall be level within 1/4" over its total length. The contractor shall brace the flume so that it shall not deflect or deform in any direction by more than 1/16" during pouring and curing of concrete base. Peak Flow Capacity = 2.88 MGD Min. Flow Capacity = 0.10 MGD BENCHMARK: PER C.S.F.B. 4015/1230 APPROVED BY: ELEVATION = 1004.88 / • G�l�-v,�� 3_ S�� CHISELED "❑" ON TOP OF CURB 66' M. TAGHI MONZAVI DATE: WEST OF CHERRY AVE., 36' NORTH OF CIVIL ENGINEER FOR SLOVER AVE. (BCR). INLAND EMPIRE UTILITIES AGENCY RCE No. C49444, Exp. 09/30/06 Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT ORE Y CODE REQUIRES A DIG ALERT IDENTIFICATION II _ NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG REV. REVISION DESCRIPTION DATE ENGR. CITY DATE JN 12414 City of Fontana E:\dwg\12414\Cherry\12407AS117.dwg, Plotted: Apr 20, 2005 - 11:16am 3" CI Typ. #5 Hoops @9O. O.C. All 91-ni, All SECTION Scale: �^ -,• Meter Influent Pipe Design: Given InDut Data: Shape .................................. Circular Solving for ........................... Depth of Flow Diameter .............................. 24.0000 in Flowrate ............................... 2.8800 MGD -US Slope ................................... 0.0024 ft/ft Manning's n ......................... 0.0130 Computed Results: 22.9061 in Depth ................................... 9.9731 in Area ..................................... 3.1416 ft2 Wetted Area ........................ 1.2346 ft2 Wetted Perimeter ................ 33.6258 in Perimeter ............................. 75.3982 in Velocity ................................ 3.2420 fps Hydraulic Radius .................. 5.2871 in Percent Full .......................... 41.5547% Full flow Flowrate ................. 7.9760 MGD -US Full flow velocity ................... 3.5280 fps Critical Information: Critical depth ........................ 8.4184 in Critical slope ........................ 0.0045 ft/ft Critical velocity ..................... 4.0720 fps Critical area .......................... 0.9829 f:2 Critical perimeter .................. 30.4251 in Critical hydraulic radius ........ 4.6518 in Critical top width ................... 22.9061 in Specific energy ..................... 0.9943 ft Minimum energy ................... 0.9590 ft Froude number ..................... 0.7218 Flow condition ....................... Subcritical 30" Diameter Manhole frame and cover per I.E.U.A. details on sheet no. 18. 4'-0" 6" x]1_011 21_011 611 vL. O Min. Min. D,A Vii.; ti, \�•` i•.�`.,.�,\/.► ,. •` 8'-0" x 4'-0" Precast Concrete ' .•: Vault, Upper Sections Only, '. ' Brooks, Quikset or Approved Y A:. ' Equal. ,•;, !.: i 6„ 611 • Z ItiF Typ, Typ. : ,. fS; A[ OA ° ► .. Al, I e • _ #6 @ 12 D , .: - •• ..: ..: °': #6 @ 12 #6 @ 12 °.. . :A°. , .. (Typ) •� :, :►: : ► °.. (Typ) (TYP•) tt D .. - •, • • . ► ► A • : ! #5 @ 12" �..� a • D A`►,• • #5 @ 12" #5 @ 12" '.' : :1. D, ►'•' (Typ.)11 .'i \ .,. (Typ) (TYP) :' X", >. .�,,'. • D /CGS #6 @ 12" u " " #6@12 12 #6@12 � p SECTIONr3"*N SECTION Meter Effluent Pipe Design: Given InDut Data: Shape ............................... Circular Solving for ......................... Depth of Flow Diameter ........................... 24.0000 in Flowrate ............................ 2.8800 MGD -US Slope ................................ 0.0200 ft/ft Manning's n ...................... 0.0130 Computed Results: 22.9061 in Depth ................................ 5.7332 in Area .................................. 3.1416 ft2 Wetted Area ..................... 0.5760 ft2 Wetted Perimeter ............. 24.5120 in Perimeter .......................... 75.3982 in Velocity ............................. 6.9480 fps Hydraulic Radius ............... 3.3836 in Percent Full ...................... 23.8885% Full flow Flowrate .............. 23.0260 MGD -US Full flow velocity ............... 10.1837 fps Critical Information: Critical depth ...................... 8.4184 in Critical slope ...................... 0.0045 ft/ft Critical velocity .................. 4.0720 fps Critical area ....................... 0.9829 ft2 Critical perimeter ............... 30.4251 in Critical hydraulic radius ..... 4.6518 in Critical top width ............... 22.9061 in Specific energy ................. 1.2274 ft Minimum energy ............... 0.9590 ft Froude number .................. 2.1071 Flow condition ................... Supercritical 8'-0" x 4'-0" Precast Concrete Vault, Upper Sections Only, Brooks, Quikset or Approved Equal. 2" Thick Removeable Fiberglass Grating. J #6 @ 12" 12" (Typ.) #6 @ 12" (Typ.) #5 @ 12" (Typ.) COUNTY OF SAN BERNARDINO APPROVED: Mylar: 04/20/05 CHIEF, DESIGN DIVISION CITY OF FON ANA, CALIFORNIA L.D. KING, INC. SHOULD CONSTRUCTION OF THE /� CENTER WAY 2151 Lr) oc i n METER MANHOLE DETAILS REQUIRED IMPROVEMENTS NOT CHERRY AVENUE S'FRFF SU TE 100VENT10N ONTARIO CA 91764 FOR COMMENCE WITHIN TWO YEARS OF THE DRAWN BY: SCALE: (909) 937-0200 DATE OF APPROVAL SHOWN HEREON CHERRY AVENUES R IMPROVEMENTS � No. 164342 � Exp. 6/30/05 � P AVENUE AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY ps DESIGNED BY: UPA AVE/TO SLOVER AVE. ASSHOWN DATE: _CHRY METER�N*LE DETAILS 9TF°� REQUIRE R TO PS OCTOBER 2003 OFCA1- JURUPA AVE. TO SLOVER AVE. BRING THEM INTO CONFORMANCE WITH CHECKED BY: P ROVED DATE: DRAWING NO.: 17 CAL J. FREE , R.C.E. No. 16434 DATE EXPIRES 6-30-05 CONDITIONS AND STANDARDS IN EFFECT. SCN �" 21194 19 ITY ENGINEER R.C.E. No. 1152 Mylar: 04/20/05