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HomeMy WebLinkAboutSierra Lakes - PM 16712 P.M. 16712 - Sierra Lakes Village (Ralphs and Walgreens) CITY OF FONTANA DRAINAGE STUDY December 8, 2005 Revised February 21, 2006 Revised July 10, 2006 Reference 126 -1814 PREPARED BY: Madole & Associates, Inc. 760 -A S. Rochester Avenue Ontario, CA 91761 909- 937 -9151 Fax- 937 -9152 M 4 P.M. 16712 - Sierra Lakes Village (Ralphs and Walgreens) CITY OF FONTANA DRAINAGE STUDY December 8, 2005 Revised February 21, 2006 Revised July 10, 2006 lit Reference 126 -1814 4 PREPARED BY: Madole & Associates, Inc. oQ Ako C EO o 760 -A S. Rochester Avenue � e - �� �.� ` ' ' 1/ ti 0 ;< 1 Ontario, CA 91761 o C66388 77 m .. 909- 937 -9151 d 6. -- 2 151,64tri. -937 -9152 12 4, c,vi e OF vas' 7-'10 -00 — it Robert Niedringhauu Date R.C.E. 66388 Ex.:.. /30/08 9f ;rr EXPLANATION FOR REVISION This revision to the existing and approved Sierra Lakes Village Drainage Study remains essentially unchanged from the original except for the following: or 1. In response to plan check comments for the public storm drain connections, the Discussion Section has been expanded to clarify and explain existing conditions at the points of connection. Specifically, the parameters used for calculating and sizing the existing 96" RCP, ift the theoretical HGL in the 96" RCP, and the resultant HGL in the connecting pipes emanating from the private storm drain system. 2. Additional reference materials showing the existing 96" RCP design (11x17's in the Storm 4 ' Drain Hydraulics Section and the proposed connections to this pipe (1 lx17's in the Reference Section of the proposed public storm design within the storm drain easement. 3. Normal depth calculations for each of the connections (Line "A ", Line `B ", Lateral "C -1 ", and Lateral "C -2 ". Oft intit NOE �rrr 10 tamo CONTENTS SECTION TITLE ❑ A DISCUSSION ❑ Vicinity Map ❑ Index Map (11x17) err ❑ Conceptual Grading Plan (l1x17) �" ❑ Q Q100 HYDROLOGY ❑ Reduced Drainage Map (11x17) ❑ Schematic of Storm drain system (l1x17) ❑ Hydrology calculatins ❑ D CATCH BASIN SIZING ❑ H STORM DRAIN HYDRAULICS ❑ Normal Depth Calculation Sheets for RCP and PVC ❑ Existing Storm Drain System, Dwg. 3288 (11x17) ❑ R REFERENCES & MAPS T- ❑ Soils Map (from San Bernardino County Hydrology Manual) ❑ Isohyetal Map (from San Bernardino County Hydrology Manual) ❑ Reduced Set of Public Storm Drain Plans (11x17) ❑ Reduced Set of Private Storm Drain Plans (11x1 7) •w ❑ Drainage Map (pocket) ar at me r wr 4. DISCUSSION 111 The purpose of this drainage study is to determine the drainage facility requirements for Parcel Map 16712 in Sierra Lakes Village. Specifically, the subject tract is located south of Sierra Lakes Parkway, north the SR -210 Freeway, west of Sierra Avenue, and east of Citrus Avenue in the City of Fontana, County of San Bernardino, California. The subject site will be a commercial site with a Ralphs and Walgreens store plus buildings designated for a bank, fast food concern, coffee shop, and other various shops, with an approximate area of 11 acres. Proposed drainage is overland and by street flow in a southerly direction to curb inlets or grated inlets in sump conditions. All inlets are in localized depressions and will overflow to the next .r downstream inlet until they arrive at the last inlets before the City of Fontana storm drain easement. From there they would surface flow to the easement and existing stand pipe type inlets. There is no offsite tributary area. Most of the project's storm runoff will drain to an existing Line "C ", a 96" RCP located along the southerly boundary, between the site and the westbound off -ramp of the SR -210 Freeway. This storm drain pipe is owned and operated by the City of Fontana. A small area along the westerly boundary will drain to Citrus Avenue (a City of Fontana facility). 4"` Line "C" has been designed and sized to accommodate the 100 year storm flows from developed .,� commercial sites all along this entire section north of the 210 freeway from Sierra Avenue to Citrus Avenue (180 cfs) and can be seen from the Sierra Lakes Commercial Hydrology Map included for reference in pocket 2. In addition, Line "C" has also been sized to accommodate, as an emergency overflow, flows from the golf course north of Sierra Lakes Parkway. This golf course serves as a retention basin for the entire Sierra Lakes residential development bounded by Summit Avenue on the north, Sierra Lakes Parkway on the south, Citrus Avenue to the west, and Sierra Avenue to the east. Should the infiltration/retention capacity of golf course fail or the system of the golf course be overwhelmed by a storm event greater than 100 years, a hypothetical flow of 381.4 cfs would join the 180 cfs. Flows generated from the development of this site will have no adverse effects since Line �. "C" has already been sized with these flows accounted for. See Dwg. 3288 in the "Storm Drain Hydraulics" section for details and explanation and Sierra Lakes Commercial Hydrology Map in back pocket 2. The rational method hydrologic model, as defined by Flood Control for San Bernardino County, was followed in the determination of storm runoff. AES software was utilized for hydrology calculations �« and curb inlet sizing. Nomographs from the Urban Drainage Design Manual (Hydraulic Engineering Circular No. 22) by the Federal Highway Administration were used for grate inlet sizing using half of the actual perimeter as a safety factor. Normal depth flow was assumed in calculation of pipe sizes. 1 o It i 1 : i i I I I I I i I i I I I i I i i i I i t i 1 i i i I i i i ! i O . • I 1 I 1 i (/ / '::.-1 .._ ; ......... I . ;!- ,4 j ii ir r � t _.. _ _ _ . fir , , `�" . r �.. i f r'YY . .L � � vA • /1 iQ!!D WAY I . ..........._... ...... __...__........._.... __ ' V t-'--.2...x., '. ( -t ^ 6rE *til:4"1 r ! : I a , .... ..- --- --........._ ........... ...._.......................... i ... � ` 11. • \ wawusc on • ✓ I y , M • �, I ... , it.�Tjyii`r: "ri`� "'ti,� % i - r - i:.. 'C- { iF; � rT.;_. .•: . � .. .. H a`�' i , r , i i ._i: = t i .. . ;� - I i : i Y F .. {"` "' 1. i.;. S - --t`:` IT' __ .:.:tic �. I is r. ` ^ Ti4.a .yr_ . 1M I l i • • ._.. ...... - - --- II. ....... .... ........ 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": I•z fs �1 _•� --I i : r- yr:a,• r ' :c y ;� 13Sf. GL ffACE r ADAM' _ rosr C.1_ rtbrr ; �1 a =.= _' "` <>++e"�� �- -_ -_ •,� 30 �.` �' * '�yy % 1 � '�'; tia>e°�" 7.- s I y 5" V >} t .l SECTION C SECTION D SECTION E SECTION F SECTION G t E .-1 1z ,, - ry • 1. • RIlP/6 RUBBERY ' 1 I i „ i sC 1F i ` ' . ' l _]. +�•'' L � L ..- / ,z,1 n ______L________,,_,Av - 1 1.:r a ' : V / 7 / i x ) 1 ' I . 1 ,,' '-- 's \mow SECTION A • � - —, = / / V MAP a . , • - ' .1 ysN uvs N LY SLY mimeo' ra T /1. , e ` ` __ ! rASr .. 1� tQ _ _ r _ foap r w r - ' i I r;0..'CT! , ;I �' - -- �' RS / Y Z 2w, TaOi�.... T{�it� "^. sa -`� � 9 wb yG �• • A w m � ♦ �� ' " ��iie " i A F s aa7 �h� t r illO \\ z:' a s 1 ! - " ' — • -nun . 3, "� SECTION B Imo ,, gm i 1 ���iii o/v� i 1 :e s o s, ae • \ B SI IIQ b s� + . \ _ . n r1' r �� �� , • \.- I t • it I ` � :� i eiec+sst= +rk. 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(( MADOLE AND ASSOCIATES, INC. 10601 CHURCH STREET ME. 107 JOB NUMBER RANCHO CUCAMONGA, CA 91730 126-1484 PHONE (909) 946-1311 SHEET tor 1 1 -- - - - - - �_�/ PM 16712 SI ERRA LAKES - _ \ SIERRA LAKES VILLAGE \ DRAINAGE MAP Pg Rkwq y PIPE /INLET SCHEMATIC IDPE • RUNOFF FLOWS) CB #4 � 15 � (Q100 E 31' CFS N J .7'/'- CB10� , W =3.5, V =3.5 UCE ATER LAT "A -1 " lc " \ w 12"HOPE r 15 IDPE z Art �� 1 t r j UNE " �\ \ Cl) e �OPE = - LAT "A -3" CB '6 = LAT "A -2" 12"HDPE W =3.5, \ CB 5 15 HOPE V =5.5 U W =3.5' 0=1.4 CFS ` LINE "A" V=3.5' Q =3.6 CFS CB 1 NYLOPLAST WQU \ 0 W= . UNE T • 24'�IDPE 44 15" HDPE MANIFOLD Q =1.5 CFS 12 7IDPE LAr A -4 UN ' " \ Q =2.90 CFS 18 DPE h O ` WOMP SUB - SURFACE 15 HOPE TOTAL , _ , 0 CB '7 r L � 4- ; RETENT/0 IIVRLTRAAON CB/12 18 RCP 1 W =18 , ` STORMTE CHAMBERS W =3.5 V =4.25 :� ` V =4.0' WQU FILTER INSERT 0-34.8 CFS . ��� LAT '� 4 0=4.1 CF5 EX UNE "C" 30 "HDPE LAT 73-5" C; 11 w ,., 96 RCP 30" RCP 4' O 12 HDPE W = 3X3' 4P . , 19 DP �2' =49CFS - -,.,- ,0=45.5 CFS q TOTAL ' • LAT 73-1" -- 44 7 • 1271DPE Pe 96.41E ;* ' WQU FlLTER INSERT -.44 , y'4 � � RCP c T : 1 - / --, O CB ;'9 18 RCP - T 18"�IDPE 2 S R - --. OF RAMP V , • CB 8 - U - -�- 0=1.1 CFS W =3.5 r" 18• 1� 18y ,• - Q =3.7 CFS ' =9.1 CFS \ , TOTAL ' LAT $ -2" ` 12 "HDPE LAT 73-3" 18 "HDPE \ ` CB 3 \ W =3.5 . - ... . \ V 4.0' 1 CB _ \ , 0 =1.7 CFS _.w..., W = 7 __ . \ V -5.0 \ 0=2.6 CFS ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 SAN BERNARDINO CO. HYDROLOGY CRITERION) id (c) Copyright 1983 -2003 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2003 License ID 1251 id 0 Analysis prepared by: Madole & Associates, Inc. O 10601 Church Street Suite 107 Rancho Cucamonga, CA 91730 909.948.1311 Fax 948.8464 PM16712- SIERRA LAKES VILLAGE -Q100 HYDROLOGY POST - DEVELOPMENT FILE NAME: C:\ aes2003\ hydrosft \ratscx \SLV.DATDDODDODDDDODD000 Pm TIME /DATE OF STUDY: 13:27 09/06/2005 USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: -- *TIME -OF- CONCENTRATION MODEL*-- USER SPECIFIED STORM EVENT(YEAR) = 100.00 • SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.95 *USER- DEFINED LOGARITHMIC INTERPOLATION USED FOR RAINFALL* OR SLOPE OF INTENSITY DURATION CURVE(LOG(I;IN /HR) vs. LOG(Tc;MIN)) = 0.6000 USER SPECIFIED 1 -HOUR INTENSITY(INCH /HOUR) = 1.5500 A�1 *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR RATIONAL METHOD* id *USER - DEFINED STREET - SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET - CROSSFALL: CURB GUTTER - GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT- /PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) • 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0312 0.167 0.0150 GLOBAL STREET FLOW -DEPTH CONSTRAINTS: 1. Relative Flow -Depth = 0.00 FEET as (Maximum Allowable Street Flow Depth) p ) - (Top -of -Curb) id 2. (Depth) *(Velocity) Constraint = 6.0 (FT *FT /S) `" *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.* i nd *USER- SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 1.10 TO NODE 1.20 IS CODE = 21 »»> RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< »USE TIME -OF- CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA« INITIAL SUBAREA FLOW - LENGTH(FEET) = 95.00 ELEVATION DATA: UPSTREAM(FEET) = 38.80 DOWNSTREAM(FEET) = 35.70 C i ;RI Tc = K *[(LENGTH ** 3.00) /(ELEVATION CHANGE)]* *0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 6.884 ini SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.24 0.98 0.10 32 5.00 ii SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA RUNOFF(CFS) = 1.47 ii TOTAL AREA(ACRES) = 0.24 PEAK FLOW RATE(CFS) = 1.47 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 1.20 TO NODE 1.30 IS CODE = 31 » »>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA « «< »»>USING COMPUTER- ESTIMATED PIPESIZE (NON- PRESSURE FLOW) « «< ii ELEVATION DATA: UPSTREAM(FEET) = 31.90 DOWNSTREAM(FEET) = 29.40 FLOW LENGTH(FEET) = 229.00 MANNING'S N = 0.013 ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 12.000 DEPTH OF FLOW IN 12.0 INCH PIPE IS 5.3 INCHES II PIPE -FLOW VELOCITY(FEET /SEC.) = 4.37 ESTIMATED PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE - FLOW(CFS) = 1.47 II "' PIPE TRAVEL TIME(MIN.) = 0.87 Tc(MIN.) = 5.87 LONGEST FLOWPATH FROM NODE 1.10 TO NODE 1.30 = 324.00 FEET. ii FLOW PROCESS FROM NODE 1.30 TO NODE 1.30 IS CODE = 81 » » >ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< PM ii MAINLINE Tc(MIN) = 5.87 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 6.251 }o" SUBAREA LOSS RATE DATA(AMC II): ii DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN COMMERCIAL A 0.74 0.98 0.10 32 i"` SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 i lli SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA AREA(ACRES) = 0.74 SUBAREA RUNOFF(CFS) = 4.10 rim EFFECTIVE AREA(ACRES) = 0.98 AREA - AVERAGED Fm(INCH/HR) = 0.10 II AREA - AVERAGED Fp(INCH /HR) = 0.98 AREA - AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 0.98 PEAK FLOW RATE(CFS) = 5.43 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 1.30 TO NODE 1.40 IS CODE = 31 ini » » >COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< »» >USING COMPUTER - ESTIMATED PIPESIZE (NON- PRESSURE FLOW) « «< ELEVATION DATA: UPSTREAM(FEET) = 29.40 DOWNSTREAM(FEET) = 26.40 FLOW LENGTH(FEET) = 249.00 MANNING'S N = 0.013 II DEPTH OF FLOW IN 15.0 INCH PIPE IS 10.0 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 6.23 ESTIMATED PIPE DIAMETER(INCH) = 15.00 NUMBER OF PIPES = 1 rm hi [I: rm ill ii PIPE - FLOW(CFS) = 5.43 � PIPE TRAVEL TIME(MIN.) = 0.67 Tc(MIN.) = 6.54 LONGEST FLOWPATH FROM NODE 1.10 TO NODE 1.40 = 573.00 FEET. FLOW PROCESS FROM NODE 1.40 TO NODE 1.40 IS CODE = 81 ii » » >ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< MAINLINE Tc(MIN) = 6.54 Fi * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 5.861 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN COMMERCIAL A 0.50 0.98 0.10 32 li SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 ii SUBAREA AREA(ACRES) = 0.50 SUBAREA RUNOFF(CFS) = 2.59 EFFECTIVE AREA(ACRES) = 1.48 AREA - AVERAGED Fm(INCH/HR) = 0.10 AREA- AVERAGED Fp(INCH /HR) = 0.98 AREA- AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 1.48 PEAK FLOW RATE(CFS) = 7.68 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 1.40 TO NODE 1.50 IS CODE = 31 r ii » »>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA« «< » »>USING COMPUTER - ESTIMATED PIPESIZE (NON- PRESSURE FLOW) ««< ELEVATION DATA: UPSTREAM(FEET) = 26.40 DOWNSTREAM(FEET) = 25.20 ii FLOW LENGTH(FEET) = 146.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 18.0 INCH PIPE IS 12.5 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 5.87 r io, li ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 7.68 PIPE TRAVEL TIME(MIN.) = 0.41 Tc(MIN.) = 6.95 L. LONGEST FLOWPATH FROM NODE 1.10 TO NODE 1.50 = 719.00 FEET. ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 1.50 TO NODE 1.50 IS CODE = 81 i: » »>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< i; MAINLINE Tc(MIN) = 6.95 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 5.648 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN ii COMMERCIAL A 0.34 0.98 0.10 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 ing SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA AREA(ACRES) = 0.34 SUBAREA RUNOFF(CFS) = 1.70 EFFECTIVE AREA(ACRES) = 1.82 AREA - AVERAGED Fm(INCH/HR) = 0.10 AREA - AVERAGED Fp(INCH /HR) = 0.98 AREA - AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 1.82 PEAK FLOW RATE(CFS) = 9.09 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 1.50 TO NODE 1.60 IS CODE = 31 hi C Po Pos » »>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA« «< » » >USING COMPUTER - ESTIMATED PIPESIZE (NON- PRESSURE FLOW) ««< P ELEVATION DATA: UPSTREAM(FEET) = 25.20 DOWNSTREAM(FEET) = 20.50 FLOW LENGTH(FEET) = 100.00 MANNING'S N = 0.013 pm DEPTH OF FLOW IN 15.0 INCH PIPE IS 9.0 INCHES NI PIPE -FLOW VELOCITY(FEET /SEC.) = 11.90 ESTIMATED PIPE DIAMETER(INCH) = 15.00 NUMBER OF PIPES = 1 PIPE - FLOW(CFS) = 9.09 !lam PIPE TRAVEL TIME(MIN.) = 0.14 Tc(MIN.) = 7.09 LONGEST FLOWPATH FROM NODE 1.10 TO NODE 1.60 = 819.00 FEET. ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** MM FLOW PROCESS FROM NODE 2.10 TO NODE 2.20 IS CODE = 21 » »>RATIONAL METHOD INITIAL SUBAREA ANALYSIS« «< »USE TIME -OF- CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA« 11 INITIAL SUBAREA FLOW - LENGTH(FEET) = 140.00 ELEVATION DATA: UPSTREAM(FEET) = 41.97 DOWNSTREAM(FEET) = 37.42 PO Tc = K *[(LENGTH ** 3.00) /(ELEVATION CHANGE)]* *0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 OP * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 6.884 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN (MIN.) 'm COMMERCIAL A 0.45 0.98 0.10 32 5.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 pm SUBAREA RUNOFF(CFS) = 2.75 TOTAL AREA(ACRES) = 0.45 PEAK FLOW RATE(CFS) = 2.75 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** fl"" FLOW PROCESS FROM NODE 2.20 TO NODE 2.30 IS CODE = 31 r » »>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< »» >USING COMPUTER - ESTIMATED PIPESIZE (NON- PRESSURE FLOW) ««< ELEVATION DATA: UPSTREAM(FEET) = 32.92 DOWNSTREAM(FEET) = 28.25 FLOW LENGTH(FEET) = 287.00 MANNING'S N = 0.013 PP DEPTH OF FLOW IN 12.0 INCH PIPE IS 6.8 INCHES it PIPE -FLOW VELOCITY(FEET /SEC.) = 5.94 ESTIMATED PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE - FLOW(CFS) = 2.75 PIPE TRAVEL TIME(MIN.) = 0.81 Tc(MIN.) = 5.81 LONGEST FLOWPATH FROM NODE 2.10 TO NODE 2.30 = 427.00 FEET. ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 2.30 TO NODE 2.30 IS CODE = 81 » » >ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< MAINLINE Tc(MIN) = 5.81 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 6.294 Po SUBAREA LOSS RATE DATA(AMC II): PO i ei• DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN COMMERCIAL A 0.64 0.98 0.10 32 w" SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.97 10 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA AREA(ACRES) = 0.64 SUBAREA RUNOFF(CFS) = 3.57 - EFFECTIVE AREA(ACRES) = 1.09 AREA - AVERAGED Fm(INCH /HR) = 0.10 AREA- AVERAGED Fp(INCH /HR) = 0.98 AREA- AVERAGED Ap = 0.10 hi TOTAL AREA(ACRES) = 1.09 PEAK FLOW RATE(CFS) = 6.08 FLOW PROCESS FROM NODE 2.30 TO NODE 2.40 IS CODE = 31 »»>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< am » »>USING COMPUTER - ESTIMATED PIPESIZE (NON- PRESSURE FLOW) ««< ii ELEVATION DATA: UPSTREAM(FEET) = 28.25 DOWNSTREAM(FEET) = 24.50 in FLOW LENGTH(FEET) = 216.00 MANNING'S N = 0.013 ii DEPTH OF FLOW IN 15.0 INCH PIPE IS 9.5 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 7.38 ESTIMATED PIPE DIAMETER(INCH) = 15.00 NUMBER OF PIPES = 1 w PIPE - FLOW(CFS) = 6.08 kJ li PIPE TRAVEL TIME(MIN.) = 0.49 Tc(MIN.) = 6.29 LONGEST FLOWPATH FROM NODE 2.10 TO NODE 2.40 = 643.00 FEET. AIR ell ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** II FLOW PROCESS FROM NODE 2.40 TO NODE 2.40 IS CODE = 81 Or » » >ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< ii MAINLINE Tc(MIN) = 6.29 - * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 5.997 SUBAREA LOSS RATE DATA(AMC II): hi DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN r COMMERCIAL A 0.25 0.98 0.10 32 60 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA AREA(ACRES) = 0.25 SUBAREA RUNOFF(CFS) = 1.33 fm tli EFFECTIVE AREA(ACRES) = 1.34 AREA - AVERAGED Fm(INCH /HR) = 0.10 AREA - AVERAGED Fp(INCH /HR) = 0.98 AREA - AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 1.34 PEAK FLOW RATE(CFS) = 7.11 or i i ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 2.40 TO NODE 2.50 IS CODE = 31 M* » »>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< • » »>USING COMPUTER - ESTIMATED PIPESIZE (NON- PRESSURE FLOW) ««< pm ELEVATION DATA: UPSTREAM(FEET) = 24.50 DOWNSTREAM(FEET) = 20.40 ii FLOW LENGTH(FEET) = 48.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 12.0 INCH PIPE IS 7.4 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 13.99 -: ESTIMATED PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE - FLOW(CFS) = 7.11 PIPE TRAVEL TIME(MIN.) = 0.06 Tc(MIN.) = 6.35 , LONGEST FLOWPATH FROM NODE 2.10 TO NODE 2.50 = 691.00 FEET. ii rm i 6. OM ii P ii FLOW PROCESS FROM NODE 2.50 TO NODE 2.50 IS CODE = 81 ill » »>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< pm MAINLINE Tc(MIN) = 6.35 ii * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.964 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS PP LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN ii COMMERCIAL A 3.67 0.98 0.10 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.97 MP SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 ii SUBAREA AREA(ACRES) = 3.67 SUBAREA RUNOFF(CFS) = 19.38 EFFECTIVE AREA(ACRES) = 5.01 AREA - AVERAGED Fm(INCH /HR) = 0.10 AREA- AVERAGED Fp(INCH /HR) = 0.98 AREA- AVERAGED Ap = 0.10 PP TOTAL AREA(ACRES) = 5.01 PEAK FLOW RATE(CFS) = 26.45 II ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 2.50 TO NODE 2.50 IS CODE = 81 PP ii »» >ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< !� MAINLINE Tc(MIN) = 6.35 bi 100 YEAR RAINFALL INTENSITY(INCH /HR) = 5.964 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS oom LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN ii COMMERCIAL A 2.92 0.98 0.10 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.97 Om SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA AREA(ACRES) = 2.92 SUBAREA RUNOFF(CFS) = 15.42 EFFECTIVE AREA(ACRES) = 7.93 AREA - AVERAGED Fm(INCH /HR) = 0.10 AREA - AVERAGED Fp(INCH /HR) = 0.98 AREA - AVERAGED Ap = 0.10 Am TOTAL AREA(ACRES) = 7.93 PEAK FLOW RATE(CFS) = 41.87 ao ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** OP FLOW PROCESS FROM NODE 2.50 TO NODE 2.60 IS CODE = 31 ii »»>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA ««< » » >USING COMPUTER - ESTIMATED PIPESIZE (NON- PRESSURE FLOW) ««< ii ELEVATION DATA: UPSTREAM(FEET) = 20.40 DOWNSTREAM(FEET) = 18.75 FLOW LENGTH(FEET) = 164.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 33.0 INCH PIPE IS 22.5 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 9.69 ESTIMATED PIPE DIAMETER(INCH) = 33.00 NUMBER OF PIPES = 1 PIPE - FLOW(CFS) = 41.87 PIPE TRAVEL TIME(MIN.) = 0.28 Tc(MIN.) = 6.63 LONGEST FLOWPATH FROM NODE 2.10 TO NODE 2.60 = 855.00 FEET. ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Pol FLOW PROCESS FROM NODE 2.60 TO NODE 2.60 IS CODE = 81 6 »» >ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< I fm l i: MAINLINE Tc(MIN) = 6.63 IC * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 5.811 SUBAREA LOSS RATE DATA(AMC II): A* DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS i LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN COMMERCIAL A 0.71 0.98 0.10 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.97 ii SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA AREA(ACRES) = 0.71 SUBAREA RUNOFF(CFS) = 3.65 EFFECTIVE AREA(ACRES) = 8.64 AREA - AVERAGED Fm(INCH /HR) = 0.10 4104 AREA - AVERAGED Fp(INCH /HR) = 0.98 AREA- AVERAGED Ap = 0.10 ii TOTAL AREA(ACRES) = 8.64 PEAK FLOW RATE(CFS) = 44.43 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** LI FLOW PROCESS FROM NODE 2.60 TO NODE 2.60 IS CODE = 81 li » » >ADDITION OF SUBAREA TO MAINLINE PEAK FLOW« «< Om li MAINLINE Tc(MIN) = 6.63 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 5.811 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN COMMERCIAL A 0.21 0.98 0.10 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 li SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA AREA(ACRES) = 0.21 SUBAREA RUNOFF(CFS) = 1.08 EFFECTIVE AREA(ACRES) = 8.85 AREA - AVERAGED Fm(INCH /HR) = 0.10 0 AREA- AVERAGED Fp(INCH /HR) = 0.98 AREA- AVERAGED Ap = 0.10 ii TOTAL AREA(ACRES) = 8.85 PEAK FLOW RATE(CFS) = 45.51 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** OR FLOW PROCESS FROM NODE 3.10 TO NODE 3.20 IS CODE = 21 » » >RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< :: »USE TIME -OF- CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA« INITIAL SUBAREA FLOW - LENGTH(FEET) = 250.00 ELEVATION DATA: UPSTREAM(FEET) = 32.75 DOWNSTREAM(FEET) = 29.80 i i Tc = K *[(LENGTH ** 3.00) /(ELEVATION CHANGE)]* *0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 8.605 Pm * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.970 ii SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN (MIN.) RESIDENTIAL id "5 -7 DWELLINGS /ACRE" A 0.72 0.98 0.50 32 8.60 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.97 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.50 il SUBAREA RUNOFF(CFS) = 2.90 TOTAL AREA(ACRES) = 0.72 PEAK FLOW RATE(CFS) = 2.90 END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 0.72 TC(MIN.) = 8.60 EFFECTIVE AREA(ACRES) = 0.72 AREA - AVERAGED Fm(INCH/HR)= 0.49 AREA - AVERAGED Fp(INCH /HR) = 0.97 AREA - AVERAGED Ap = 0.50 ii L } rlo PEAK FLOW RATE(CFS) = 2.90 O END OF RATIONAL METHOD ANALYSIS O N OR OR Ow eii sou S i nt I I 1 I I CATCHARASIN SiZING I CALCULATIONS 1 I . I 1 I I I I I • 3/26/05 D-1 HYDRAULIC ELEMENTS - I PROGRAM PACKAGE 0 % (C) Copyright 1982 -2003 Advanced Engineering Software (aes) Ver. 9.0 Release Date: 01/01/2003 License ID 1251 Analysis prepared by: Madole & Associates, Inc. 10601 Church Street Suite 107 Rancho Cucamonga, CA 91730 909.948.1311 Fax 948.8464 ■ TIME /DATE OF STUDY: 15:30 09/08/2005 Problem Descriptions: CATCH BASIN #1 0 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** » »SUMP TYPE BASIN INPUT INFORMATION «« OR Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. MP BASIN INFLOW(CFS) = 1.50 BASIN OPENING(FEET) = 0.67 DEPTH OF WATER(FEET) = 0.67 �e. »»CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 0.89 USE W = 3.5 FEET 40 irr 40 on kl 0 tip ws+ Lir iirl �€ f I HYDRAULIC ELEMENTS - I PROGRAM PACKAGE rm (C) Copyright 1982 -2003 Advanced Engineering Software (aes) Ver. 9.0 Release Date: 01/01/2003 License ID 1251 Analysis prepared by: Madole & Associates, Inc. 10601 Church Street Suite 107 Rancho Cucamonga, CA 91730 PIN 909.948.1311 Fax 948.8464 TIME /DATE OF STUDY: 15:33 09/08/2005 ON gg Problem Descriptions: CATCH BASIN #2 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** »»SUMP TYPE BASIN INPUT INFORMATION«« Curb Inlet Capacities are approximated based on the Bureau of 1 Public Roads nomograph plots for flowby basins and sump basins. BASIN INFLOW(CFS) = 2.60 Om BASIN OPENING(FEET) = 0.67 DEPTH OF WATER(FEET) = 0.67 • » »CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 1.54 USE W = 7.0 FEET oPi au 4 110 1 60 r 0 10 L tom HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982 -2003 Advanced Engineering Software (aes) oft Ver. 9.0 Release Date: 01/01/2003 License ID 1251 Analysis prepared by: Madole & Associates, Inc. 10601 Church Street Suite 107 Rancho Cucamonga, CA 91730 OR 909.948.1311 Fax 948.8464 TIME /DATE OF STUDY: 15:36 09/08/2005 OP Problem Descriptions: CATCH BASIN #3 »»SUMP TYPE BASIN INPUT INFORMATION«« OR Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. BASIN INFLOW(CFS) = 1.70 BASIN OPENING(FEET) = 0.67 DEPTH OF WATER(FEET) = 0.67 » »CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 1.00 USE W = 3.5 FEET t OP IP Pe IP r m • to i iii pi CA - IGA laltvitsi *4 -Lim r /' y,' 4RA1 CO IAMLE7 or 6 CHART 9B GRATE OPENING RATIO 6 �. P-1-7/8-4 0.8 11111 �a a,�' _ P -1 -718 09 5 • P -I -118 0:6 � 4 • R/liculiPe fl.t3 ■i •curved vane 0.35 a os 30° tilt -bar 0.34 • A 4 4 iiii 3 • Tested 4VfJ till ei 2 r- m. ane ,,, .. W 1 1 , ... . - �r o 0.6 11111111111PMPTA111111111111 im d 0 r�/ �� CURB Iiii et Propla 0.4 . m F 1 W 0. k ► / Km. l ` � /AMER A - CLEAR OPENING AREA An 0.2 6 I p =2W +L (WITH CURB) ' P= 2(W+L) (WITHOUT CURB) Ar+ - IiN 0.1 I 2 3 4 5 6 8 10 20 30 40 50 60 80 100 DISCHARGE 11 1FT 3 /Sl Grate Inlet Capacity in Sump Conditions - English Units r /Z= 1o7z 5'/ '"_ oopfl4 or WAT I2 =o,' c -APAGr :: 3Grp 7 2.i5 6 r ' pm 6 A-19 Pm 6 r. it HYDRAULIC ELEMENTS - I PROGRAM PACKAGE 111" (C) Copyright 1982 -2003 Advanced Engineering Software (aes) Ver. 9.0 Release Date: 01/01/2003 License ID 1251 Analysis prepared by: rrf, Madole & Associates, Inc. 10601 Church Street Suite 107 Rancho Cucamonga, CA 91730 909.948.1311 Fax 948.8464 TIME /DATE OF STUDY: 15:52 09/08/2005 Problem Descriptions: CATCH BASIN #5 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** » »SUMP TYPE BASIN INPUT INFORMATION «« mi Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. BASIN INFLOW(CFS) = 3.60 BASIN OPENING(FEET) = 0.67 DEPTH OF WATER(FEET) = 0.67 »»CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 2.13 USE W = 3.5 FEET r- Li OP NI PR S P OP • OP Po L ' k lie ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982 -2003 Advanced Engineering Software (aes) Ver. 9.0 Release Date: 01/01/2003 License ID 1251 Analysis prepared by: o Madole & Associates, Inc. 10601 Church Street Suite 107 Rancho Cucamonga, CA 91730 909.948.1311 Fax 948.8464 TIME /DATE OF STUDY: 15:55 09/08/2005 Problem Descriptions: CATCH BASIN #6 WO ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** » »SUMP TYPE BASIN INPUT INFORMATION«« Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. BASIN INFLOW(CFS) = 1.40 BASIN OPENING(FEET) = 0.67 DEPTH OF WATER(FEET) = 0.67 » »CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 0.83 L „ USE W = 3.5 FEET onlk I Pm P Po err PO rm HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982 -2003 Advanced Engineering Software (aes) Ver. 9.0 Release Date: 01/01/2003 License ID 1251 Pm Analysis prepared by: 10 Madole & Associates, Inc. 10601 Church Street Suite 107 P Rancho Cucamonga, CA 91730 909.948.1311 Fax 948.8464 mw .TIME /DATE OF STUDY: 11:05 04/25/2005 OF Problem Descriptions: CATCH BASIN #7 Si ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** »»SUMP TYPE BASIN INPUT INFORMATION «« 04 Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. Pm BASIN INFLOW(CFS) = 34.80 BASIN OPENING(FEET) = 0.67 DEPTH OF WATER(FEET) = 0.83 PA »»CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 16.29 USE W = 18 FEET mi No 0, OW 6 ma HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982 -2003 Advanced En Engineering Software (aes) Ver. 9.0 Release Date: 01/01/2003 License ID 1251 Analysis prepared by: Madole & Associates, Inc. 10601 Church Street Suite 107 gin Rancho Cucamonga, CA 91730 909.948.1311 Fax 948.8464 OR TIME /DATE OF STUDY: 15:59 09/08/2005 • Problem Descriptions: CATCH BASIN #8 »»SUMP TYPE BASIN INPUT INFORMATION «« OM 40 Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. BASIN INFLOW(CFS) = 3.70 BASIN OPENING(FEET) = 0.67 WI DEPTH OF WATER(FEET) = 0.67 'l »»CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 2.19 USE W = 3.5 FEET 10 I MO ew • se moo 10 IP OR it opi rm ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982 -2003 Advanced Engineering Software (aes) Ver. 9.0 Release Date: 01/01/2003 License ID 1251 Analysis prepared by: r. Madole & Associates, Inc. 10601 Church Street Suite 107 Rancho Cucamonga, CA 91730 ,R 909.948.1311 Fax 948.8464 TIME /DATE OF STUDY: 16:19 09/08/2005 0 Problem Descriptions: CATCH BASIN #9 Ppm lo ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** »»SUMP TYPE BASIN INPUT INFORMATION«« PM I Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. BASIN INFLOW(CFS) = 1.10 w BASIN OPENING(FEET) = 0.67 DEPTH OF WATER(FEET) = 0.67 » »CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 0.65 !1N USE W = 3.5 FEET Pm AINA I � nli ii i .a. 3.. r kw rim NI * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982 -2003 Advanced Engineering Software (aes) 77 Ver. 9.0 Release Date: 01/01/2003 License ID 1251 Analysis prepared by: Madole & Associates, Inc. 10601 Church Street Suite 107 Rancho Cucamonga, CA 91730 pm 909.948.1311 Fax 948.8464 TIME /DATE OF STUDY: 16:25 09/08/2005 Problem Descriptions: CATCH BASIN #10 »»SUMP TYPE BASIN INPUT INFORMATION«« Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. 71: BASIN INFLOW(CFS) = 0.30 (MAINLY FOR NUSANCE WATER FROM A VERY SMALL 77 AREA) BASIN OPENING(FEET) = 0.67 DEPTH OF WATER(FEET) = 0.67 FPI » »CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 0.18 USE W = 3.5 FEET 6 I IN IR I M rig hi 1. 7 ii CA - rct,1 %% 4 IL --- LIMP ,' )( I 4 RA ti4LeT CHART 9B ri 1 0 1111111111111111111a (1111111111111 8 GRATE OPENING RATIO 1111 11111111111,1 i r 6 P-1-7/8-4 0.8 as ME irrAr 5 • P—I-1/8 00.6 Retieuhne 8 NMI 4 • Curved vane 0.35 n 14 11, PO fil 30 til t"A t—bar • Tested 0.34 • IN IN 41111111 A 2 ii 11/41101111 u. a ... = 1 ... ..t IIII.IIIIIIIII W.Ffill111111111 ... I ie. CI 11111111111M12111111111111 0.6 mmirriazi•gr 1,101/ D. La 0.5 CURB Prifo'Ait ,rarder I T if 0 0.4 *. SOKOSPOR:09!: I t W . tom 0.3 R. 6 , .411°M.2.110561111 t I , 1 1 Li Irwin.. A.de MR 1 1.--- L -- -1 A = CLEAR OPENING AREA vvi O. 0 7- iii 2 e I P 2W + L (WITH CURB) P =.2(W+1.) (WITHOUT CURB) Ini I OJ i 2 3 4 5 6 8 10 20 30 40 50 60 80 100 MR ail DISCHARGE Q (n Grate Inlet Capacity in Sump Conditions - English Units /111 P l" V44 12 1111 ‘t i MP 1)61 ir, VIAIVA = 0, it 4 40,2 C Ff, 2A C FS NM A - 19 ISM RI 11. 6111 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982 -2003 Advanced Engineering Software (aes) Ver. 9.0 Release Date: 01/01/2003 License ID 1251 Analysis prepared by: Madole & Associates, Inc. 10601 Church Street Suite 107 Rancho Cucamonga, CA 91730 4t 909.948.1311 Fax 948.8464 TIME /DATE OF STUDY: 15:38 09/08/2005 Problem Descriptions: CATCH BASIN #12 » »SUMP TYPE BASIN INPUT INFORMATION«« Curb Inlet Capacities are approximated based on the Bureau of Public Roads nomograph plots for flowby basins and sump basins. BASIN INFLOW(CFS) = 4.10 '"* BASIN OPENING(FEET) = 0.67 MI DEPTH OF WATER(FEET) = 0.67 »»CALCULATED ESTIMATED SUMP BASIN WIDTH(FEET) = 2.42 ww iv USE W = 3.5 FEET L PIM ON t di OIR di C O H s M - - • - • • • M • - - • i • N NM • Lt-""-- s,� cF_.s ('oi 0(0 . ,.. . .. d D A = .�ra(a sinoicnsc )1 . = „It = AIP nN' - S Q (1:49/n)AR, S` , -, Q v QVA :, ft fit a (Munt�ing °s t } (} `y H (rt } ( " coiet k1entj tsiopg) ' (ift /s }; ;, (gpm} GIs) 0.1 2.5 0.0659 0.0654 0.013 0.116 0.41 182 6.17 0.2 2.5 0.1840 0.1283 0.013 0.116 1.79 804 9.74 0.25 2.5 0.2555 0.1588 0.013 0.116 2.87 1,290 11.25 0.3 2.5 0.3337 0.1886 0.013 0.116 4.22 1,893 12.64 0.333 2.5 0.3885 0.2080 0.013 0.116 5.25 2,355 13.51 0.4 2.5 0.5070 0.2464 0.013 0.116 7.68 3,446 15.15 0.5 2.5 0.6989 0.3015 0.013 0.116 12.14 5,447 17.37 0.6 2.5 0.9059 0.3539 0.013 0.116 17.53 7,869 19.36 0.7 2.5 1.1251 0.4036 0.013 0.116 23.80 10,682 21.16 0.75 2.5 1.2386 0.4274 0.013 0.116 27.24 12,224 21.99 0.8 2.5 1.3542 0.4504 0.013 0.116 30.86 13,850 22.79 0.9 2.5 1.5909 0.4945 0.013 0.116 38.62 17,332 24.27 1 2.5 1.8336 0.5356 0.013 0.116 46.98 21,085 25.62 1.1 2.5 2.0803 0.5737 0.013 0.116 55.84 25,061 26.84 1.2 2.5 2.3294 0.6087 0.013 0.116 65.09 29,211 27.94 1.25 2.5 2.4544 0.6250 0.013 0.116 69.82 31,335 28.45 1.3 2.5 2.5793 0.6405 0.013 0.116 74.60 33,481 28.92 1.4 2.5 2.8285 0.6690 0.013 0.116 84.26 37,814 29.79 1.5 2.5 3.0752 0.6941 0.013 0.116 93.92 42,149 30.54 1.6 2.5 3.3178 0.7156 0.013 0.116 103.44 46,422 31.18 1.7 2.5 3.5546 0.7333 0.013 0.116 112.66 50,564 31.70 1.75 2.5 3.6702 0.7406 0.013 0.116 117.11 52,561 31.91 1.8 2.5 3.7836 0.7469 0.013 0.116 121.43 54,496 32.09 1.9 2.5 4.0028 0.7561 0.013 0.116 129.53 58,135 32.36 2 2.5 4.2098 0.7605 0.013 0.116 136.77 61,381 32.49 2.1 2.5 4.4018 0.7594 0.013 0.116 142.87 64,118 32.46 2.2 2.5 4.5751 0.7518 0.013 0.116 147.49 66,192 32.24 2.25 2.5 4.6533 0.7451 0.013 0.116 149.10 66,914 32.04 2.3 2.5 4.7248 0.7359 0.013 0.116 150.12 67,375 31.77 2.4 2.5 4.8429 0.7073 0.013 0.116 149.79 67,228 30.93 2.5 2.5 4.9087 0.6250 0.013 0.116 139.64 62,669 28.45 Ws " }''- ('o.I'2'2) • A = .2S(a- sinacosa }D Rn = A/1' . s� uz (ft) " (ft) (ftZ) j ' (Manning's ) Q f1.49Jn }AR S Q v WA,' coefficient) (slope) (ft - (gin " . j!t!s) 0.1 1.5 0.0506 0.0646 0.013 0.122 " 0.2 1.5 0.1401 0.32 142 6.26 0.1249 0.013 0.122 1.37 615 9.79 0.25 1.5 0.1936 0.1534 0.013 0.122 2.18 978 11.25 0.3 1.5 0.2516 0.1809 0.013 0.122 3.17 1,421 12.58 0.333 1.5 0.2920 0.1984 0.013 0.122 3.91 1,755 13.39 0.4 1.5 0.3783 0.2324 0.013 0.122 5.64 2,531 14.91 0.45 1.5 0.4459 0.2564 0.013 0.122 7.10 3,188 15.93 0.6 1.5 0.6601 0.3213 0.013 0.122 12.25 5,499 18.56 0.7 1.5 0.8086 0.3584 0.013 0.122 0.75 1.5 0.8836 16.16 7,253 19.99 0.3750 0.013 0.122 18.21 0.8 1.5 0.9585 0.3902 0.013 0.122 9,108 20.61 7 11 0.9 1.5 1.1071 .122 2 0.29 9,108 21.1 0.4165 0.013 0.122 24.49 10,993 22.12 1 1 . 5 1.2515 0.4367 0.013 0.122 28.59 12,832 22.85 1.1 1.5 1.3888 1.2 1.5 0.4503 0.013 0.122 32.39 1.5155 0.4563 0.013 16, 23.5 1.25 1.5 1.5736 0.122 35.67 16,008 23.54 0.4560 0.013 0.122 37.02 16,614 23.53 1.3 1.5 1.6271 0.4531 0.013 0.122 1.4 1.5 1.7166 0.4369 0.013 0.122 39.1 17,105 23.42 36.4 1.5 1.5 1.7671 0.3750 0.013 0.122 17,344 22.85 36.42 16, 20.61 1 LIN ''15„_ I. ( C , ( - 1) , A. .25(a- sinacosci)D? 11 = P `n 00 (ft) € ) (ft) w " (Manni " ' ' "$ Q (149in)Ait Q v = QUA coefficient) (slope) , (ftfs) (gpm) Ws) 0.1 1.5 0.0506 0.0646 0.013 0.010 0.09 41 1.79 0.2 1.5 0.1401 0.1249 0.013 0.010 0.39 0.25 1.5 0.1936 0.1534 0.013 0.010 1 2.80 1.5 0.2516 0.62 280 3.22 2 0.1809 0.013 0.010 0.91 0.333 1.5 0.2920 0.1984 0.013 0.010 50 3.60 1. 0.4 1.5 0.3783 1.12 502 3.83 0.2324 0.013 0.010 1.61 0.2564 725 4.27 0.45 1.5 0.4459 0 0.013 0.010 2.03 913 4.56 0.6 1.5 0.6601 0.3213 0.013 0.010 3.51 1,574 5.31 0.7 1.5 0.8086 0.3584 0.013 0.010 4.63 2,077 5.72 0.75 1.5 0.8836 0.3750 0.013 0.010 5.21 2,340 5.90 0.8 1.5 0.9585 0.3902 0.013 0.9 1.5 0.010 5.81 2,607 6.06 1.1071 0.4165 0.013 0.010 1 1 . 5 1.2515 0.4367 0.013 0.010 8 3, 4 6.33 1.1 1.5 1.3888 8-19 3,6 6.54 0.4503 0.013 0.010 9!27 1.2 1.5 1.5155 0.4563 0.013 0.010 4, 6.7 1.25 1.5 1.5736 0.4560 0.013 0.010 10.21 4,757 6.74 1.3 1.5 1.6271 10.60 4,757 6.74 0.4531 0.013 0.010 10.91 1.4 1.5 1.7166 0.4369 0.013 0.010 5, 6.71 4 5 1.5 1.5 1.7671 11.23 5,041 6.5 0.3750 0.013 0.010 10.43 4,679 5.90 L A 1 C I "- Lr 5 = C d D T= D {sin A= .25(u- sinncasa)ll R = AJP x (ft) (ft) a) {ft,) Pw = aD (ft) n 5 Q = {1.491n)AR 8 Q v = JA " (slope) (ft' /s ).. ' ($Pin) . (Ws) 0.1 2 0.8718 0.0587 0.9021 0.0651 0.013 0.188 0.46 0.2 2 1.2000 0.1635 1.2870 0.1270 0.013 0.188 90 7 0.25 2 1.3229 0.2267 2.01 901 14.26 1.4455 0.1568 0.013 0.188 3.21 1,441 14.16 0.3 2 1.4283 0.2955 1.5908 0.1858 0.013 0.188 4.69 0.333 2 1.4901 0.3437 1.6812 0.2044 0.013 0.188 2, 15.88 5.82 5 16.95 1. 0.4 2 1.6000 0.4473 .8 3,8 0 8546 0.2412 0.013 0.188 8.48 3,805 18.95 0.5 2 1.7321 0.6142 2.0944 0.2933 0.013 0.188 13.29 0.6 2 1.8330 0.7927 2.3186 0.3419 0.013 0.188 19.03 5 54 0 21.64 0.7 2 1.9079 0.9799 2.5322 0.3870 0.013 0.188 25.58 8 , , 40 24.00 41 26.11 0.75 2 1.9365 1.0761 2.6362 0.4082 0.013 0.188 29.12 13,071 2.06 0.8 2 1.9596 1.1735 2.7389 0.4285 0.013 0.188 32.82 14,729 27.97 0.9 2 1.9900 1.3711 2.9413 0.4662 0.013 0.188 40.60 18,222 29.61 1 2 2.0000 1.5708 3.1416 0.5000 0.013 0.188 48.77 21,889 31.05 1.1 2 1.9900 1.7705 3.3419 0.5298 0.013 0.188 57.17 25,657 32.29 1.2 2 1.9596 1.9681 3.5443 0.5553 0.013 0.188 65.61 29,444 33.33 1.25 2 1.9365 2.0655 3.6470 0.5664 0.013 0.188 1.3 2 1.9079 2.1617 - 69.78 31,318 33.78 1 . 4 2 1.8330 2.3489 3.9646 0.5925 0.013 0.188 81.81 36,718 34.83 1.5 2 1.7321 2.5274 4.1888 0.6034 0.013 0.188 89.12 39,99 35.26 1.6 2 1.6000 2.6943 4.4286 0.6084 0.013 0.188 95.54 42,879 35.46 1 . 7 2 1.4283 2.8461 4.6924 0.6065 0.013 0.188 100.72 45,202 35.39 1.75 2 1.3229 2.9149 4.8377 0.6025 0.013 0.188 102.69 46,089 35.23 1 . 8 2 1.2000 2.9781 4.9962 0.5961 0.013 0.188 104.15 46,744 34.97 1.9 2 0.8718 3.0829 5.3811 0.5729 0.013 0.188 104.96 47,107 34.05 2 2 0.0000 3.1416 6.2832 0.5000 0.013 0.188 97.55 43,779 31.05 LA C- I "_ cr.- S C S = 0, o 0 d D T a D(sin A = .25(a- sinacosa)D -p at) at) aJ (f P =.et.D (ft) n S Q (1.491n)AIt S� Q v WA (slope) (Os') (P ) ' (ft>s) 0.1 2 0.8718 0.0587 0.9021 0.0651 0.013 0.010 0.11 0.2 2 1.2000 0.1635 1.2870 0.1270 0.013 0.010 0.46 0 1.80 0.25 2 1.3229 0.2267 1.4455 0.1568 0.013 0.010 0.74 333 3.27 0.3 2 1.4283 0.2955 1.5908 0.1858 0.013 0.010 1.08 486 3.67 0.333 2 1.4901 0.3437 1.6812 0.2044 0.013 0.010 1.34 0.4 2 1.6000 0.4473 1.8546 0.2412 0.013 0.010 1.96 878 3.91 878 4.38 0.5 2 1.7321 0.6142 2.0944 0.2933 0.013 0.010 3.07 1,377 5.00 0.6 2 1.8330 0.7927 2.3186 0.3419 0.013 0.010 4.39 1,972 5.54 0.7 2 1.9079 0.9799 2.5322 0.3870 0.013 0.010 5.91 2,651 6.03 0.75 2 1.9365 1.0761 2.6362 0.4082 0.013 0.010 6.72 3,018 6.25 0.8 2 1.9596 1.1735 2.7389 0.4285 0.013 0.010 7.58 3,401 6.46 0.9 2 1.9900 1.3711 2.9413 0.4662 0.013 0.010 9.37 4,207 6.84 1 2 2.0000 1.5708 3.1416 0.5000 0.013 0.010 11.26 5,054 7.17 1.1 2 1.9900 1.7705 3.3419 0.5298 0.013 0.010 13.20 5,924 7.46 1.2 2 1.9596 1.9681 3.5443 0.5553 0.013 0.010 15.15 6,798 7.70 1.25 2 1.9365 2.0655 3.6470 0.5664 0.013 0.010 16.11 7,231 7.80 1.3 2 1.9079 2.1617 3.7510 0.5763 0.013 0.010 17.06 7,657 7.89 1.4 2 1.8330 2.3489 3.9646 0.5925 0.013 0.010 18.89 8,477 8.04 1.5 2 1.7321 2.5274 4.1888 0.6034 0.013 0.010 20.58 9,235 8.14 1.6 2 1.6000 2.6943 4.4286 0.6084 0.013 0.010 22.06 9,900 8.19 1.7 2 1.4283 2.8461 4.6924 0.6065 _ 0.013 0.010 23.25 10,436 8.17 1.75 2 1.3229 2.9149 4.8377 0.6025 _ 0.013 0.010 23.71 10,641 8.13 1.8 2 1.2000 2.9781 4.9962 0.5961 0.013 0.010 24.05 10,792 8 1.9 2 0.8718 3.0829 5.3811 0.5729 0.013 0.010 24.23 10,876 7.86 2 2 0.0000 3.1416 6.2832 0.5000 0.013 0.010 22.52 10,108 7.17 LA-2�- 1.1cis(_1,455 D A = .25(a- sinacosa)DZ R = A/i'w zn n (Manning's S Q= (i.49Jn }AR S r Q v= Q/A (ft) (ft} coefficient) {slope} ; {ft /s) (gpni) (ftfs) 0.1 1.5 0.0506 0.0646 0.013 1.055 0.93 418 18.42 0.2 1.5 0.1401 0.1249 0.013 1.055 4.03 1,810 28.79 0.25 1.5 0.1936 0.1534 0.013 1.055 6.41 2,875 33.10 0.3 1.5 0.2516 0.1809 0.013 1.055 9.31 4,177 36.99 0.333 1.5 0.2920 0.1984 0.013 1.055 11.50 5,161 39.38 0.4 1.5 0.3783 0.2324 0.013 1.055 16.58 7,442 43.83 0.45 1.5 0.4459 0.2564 0.013 1.055 20.89 0.6 1.5 0.6601 0.3213 0.013 1.055 9, 46.85 0.7 1.5 0.8086 0.3584 0.013 1.055 47.53 1 , 30 58.77 21 0.75 1.5 0.8836 0.3750 0.013 1.055 ,03 60.6 59 0.8 1.5 0.9585 0.3902 . 0.013 1.055 .68 24,032 60.60 59.68 26,782 62.26 0.9 1.5 1.1071 0.4165 0.013 1.055 72.03 32,326 65.06 1 1 . 5 1.2515 0.4367 0.013 1.055 84.08 37,735 67.18 1.1 1.5 1.3888 0.4503 0.013 1.055 95.26 42,754 68.59 1.2 1.5 1.5155 0.4563 0.013 1.055 104.89 47,076 69.21 1.25 1.5 1.5736 0.4560 0.013 1.055 108.86 48,856 69.18 1.3 1.5 1.6271 0.4531 0.013 1.055 112.08 50,300 68.88 1.4 1.5 1.7166 0.4369 0.013 1.055 115.36 51,775 67.21 1.5 1.5 1.7671 0.3750 0.013 1.055 107.09 48,063 60.60 MANNING'S EQUATION (N FOR TYPICAL PLAS i IC PIPE) FOR PIPE SIZING Q N 0.009 Diameter So (ft) I (in) 0.001 1 0.002 0.003 0.004 1 0.005 0.006 0.007 _ 0.008 [ 0.009 0.01 0.015 I 0.02 0.025 0.03 0.035 0.33 4 0.08 0.12 0.15 0.17 0.19 0.21 0.22 0.24 0.25 0.27 0.33 0.38 0.42 0.46 0.50 0.5 6 0.26 0.36 0.44 0.51 0.57 0.63 0.68 0.72 0.77 0.81 0.99 1.15 1.28 1.40 1.52 0.67 8 0.56 0.79 0.97 1.12 1.25 1.37 1.48 1.58 1.68 1.77 2.17 2.50 2.80 3.06 3.31 0.83 10 0.99 1.40 1.71 1.98 2.21 2.43 2.62 2.80 2.97 3.13 3.83 4.43 4.95 5.42 5.86 1 12 1.63 2.30 2.82 3.25 3.64 3.99 4.31 4.60 4.88 5.15 6.30 7.28 8.14 8.91 9.63 -7 1.25 15 2.95 4.17 5.11 5.90 6.60 7.23 7.81 8.35 8.85 9.33 11.43 13.20 14.75 16.16 17.46 1.5 18 4.80 6.79 8.31 9.60 10.73 11.75 12.69 13.57 14.39 15.17 18.58 21.46 23.99 26.28 28.39 1.75 21 7.24 10.24 12.54 14.48 16.18 17.73 19.15 20.47 21.71 22.89 28.03 32.37 36.19 39.64 42.82 2 24 10.33 14.61 17.90 20.67 23.11 25.31 27.34 29.23 31.00 32.68 40.02 46.21 51.67 56.60 61.13 2.25 27 14.15 20.01 24.50 28.29 31.63 34.65 37.43 40.01 42.44 44.73 54.79 63.26 70.73 77.48 83.69 2.5 30 18.74 26.50 32.45 37.47 41.89 45.89 49.57 52.99 56.21 59.25 72.56 83.79 93.68 102.62 110.84 2.75 _33 24.16 34.16 41.84 48.31 54.02 59.17 63.91 68.33 72.47 76.39 93.56 108.03 120.79 132.31 142.92 3 36 30.47 43.09 52.77 60.93 68.12 74.63 80.61 86.17 91.40 96.34 117.99 136.25 152.33 166.87 180.24 3.25 39 37.72 53.34 65.32 75.43 84.33 92.38 99.78 106.67 113.15 119.27 146.07 168.67 188.58 206.57 223.13 _ 3.5 42 45.96 64.99 79.60 91.91 102.76 112.57 121.59 129.98 137.87 145.33 177.99 205.52 229.78 251.71 271.88 3.75 45 55.24 78.12 95.68 110.48 123.52 135.31 146.15 156.24 165.72 174.68 213.94 247.03 276.19 302.55 326.80 4 48 65.61 92.79 113.64 131.22 146.71 160.72 173.59 185.58 196.84 207.48 254.12 293.43 328.06 359.37 388.17 4.25 51 77.13 109.07 133.58 154.25 172.46 188.92 204.05 218.14 231.38 243.89 298.70 344.91 385.63 422.43 456.28 4.5 54 89.82 127.03 155.58 179.65 200.85 220.02 237.65 254.06 269.47 284.05 347.89 401.71 449.12 491.99 531.41 4.75 57 103.76 146.73 179.71 207.51 232.00 254.15 274.51 293.46 311.27 328.10 401.84 464.01 518.78 568.29 613.82 5 60 118.96 168.24 206.05 237.93 266.01 291.40 314.75 _ 336.48 356.89 376.19 460.74 532.02 594.82 651.59 703.80 5.25 63 135.49 191.62 234.68 270.99 302.97 331.89 358.48 383.23 406.48 428.47 524.76 605.94 677.47 742.13 801.59 5.5 66 153.39 216.92 265.68 306.78 342.99 375.72 405.83 433.85 460.17 485.06 594.07 685.98 766.94 840.14 907.46 5.75 _69 172.69 244.22 299.11 345.39 386.15 423.01 456.90 488.45 518.08 546.10 668.84 772.30 863.46 945.88 1021.66 6 72 193.45 273.58 335.06 386.89 432.56 473.85 511.81 547.15 580.34 611.73 749.22 865.12 967.24 1059.55 1144.45 7 84 291.80 412.67 505.42 583.60 652.49 714.76 772.03 825.34 875.40 922.76 1130.14 1304.98 1459.01 1598.26 1726.32 8 96 416.61 589.18 721.59 833.23 931.57 1020.49 1102.25 1178.36 1249.84 1317.45 1613.54 1863.15 2083.07 2281.88 2464.72 9 108 570.35 806.59 987.87 1140.70 1275.34 1397.06 1509.00 1613.19 1711.04 1803.60 2208.95 2550.67 2851.74 3123.92 3374.22 (Q = FLOW AT "JUST" FULL CONDITION) pipe - flow.xls 1 MANNING'S EQUATION (N FOR TYPICAL RCP) FOR PIPE FLOW Q N 0.013 Diameter So (ft) (in) 0.001 0.002 0.003 0.004 0.005 0.006 I 0.007 0.008 0.009 0.01 0.015 0.02 0.025 I 0.03 0.035 0.33 4 0.06 0.08 0.10 0.12 0.13 0.14 0.16 0.17 0.18 0.19 0.23 0.26 0.29 0.32 0.35 0.5 6 0.18 0.25 0.31 0.35 0.40 0.43 0.47 0.50 0.53 0.56 0.69 0.79 0.89 0.97 1.05 0.67 8 0.39 0.55 0.67 0.77 0.87 0.95 1.02 1.10 1.16 1.22 1.50 1.73 1.94 2.12 2.29 0.83 10 0.69 0.97 1.19 1.37 1.53 1.68 1.81 1.94 2.06 2.17 2.65 3.07 3.43 3.75 4.06 1 12 _ 1.13 1.59 1.95 2.25 2.52 2.76 2.98 3.19 3.38 3.56 4.36 5.04 5.63 6.17 6.67 1.25 15 2.04 2.89 3.54 4.09 4.57 5.00 5.40 5.78 6.13 6.46 7.91 9.14 10.21 11.19 12.09 1.5 18 3.32 4.70 5.75 6.64 7.43 8.14 8.79 9.40 9.97 10.50 12.87 14.86 16.61 18.19 19.65 1.75 21 5.01 7.09 8.68 10.02 11.20 12.27 13.26 14.17 15.03 15.85 19.41 22.41 25.05 27.44 29.64 2 24 __7.15 _ 10.12 12.39 14.31 16.00 17.52 18.93 20.23 21.46 22.62 27.71 31.99 35.77 39.18 42.32 2.25 27 9.79 13.85 16.96 19.59 21.90 23.99 25.91 27.70 29.38 30.97 37.93 43.80 48.97 53.64 57.94 2.5 30 12.97 18.34 22.47 25.94 29.00 31.77 34.32 36.69 38.91 41.02 50.24 58.01 64.85 71.04 76.74 2.75 33 16.72 23.65 28.97 33.45 37.40 40.97 44.25 47.30 50.17 52.89 64.77 74.79 83.62 91.60 98.94 3 36 21.09 29.83 36.53 42.18 47.16 51.66 55.80 59.66 63.28 66.70 81.69 94.33 105.46 115.53 124.78 3.25 39 26.11 36.93 45.22 52.22 58.38 63.96 69.08 73.85 78.33 82.57 101.13 116.77 130.55 143.01 154.47 3.5_42 31.82 44.99 55.11 63.63 71.14 77.93 84.18 89.99 95.45 100.61 123.22 142.28 159.08 174.26 188.22 3.75 45 38.24 54.08 66.24 76.48 85.51 93.67 101.18 108.17 114.73 120.93 148.11 171.02 191.21 209.46 226.24 4 48 45.42 64.24 78.68 90.85 101.57 111.27 120.18 128.48 136.27 143.64 175.93 203.14 227.12 248.80 268.73 4.25 _51 53.39 75.51 92.48 106.79 119.39 130.79 141.27 151.02 160.18 168.85 206.80 238.79 266.97 292.45 315.89 4.5 54 62.19 87.94 107.71 124.37 139.05 152.32 164.53 175.89 186.56 196.65 240.85 278.10 310.93 340.61 367.90 4.75 57 71.83 101.58 124.41 143.66 160.62 175.95 190.05 203.17 215.49 227.15 278.20 321.24 359.15 393.43 424.95 5 60 82.36 116.47 142.65 164.72 184.16 201.74 217.90 232.95 247.08 260.44 318.98 368.32 411.80 451.10 487.24 5.25 63 93.80 132.66 162.47 187.61 209.75 229.77 248.18 265.32 281.41 296.63 363.30 419.50 469.02 513.78 554.95 5.5 66 106.19 150.18 183.93 212.38 237.45 260.12 280.96 300.36 318.58 335.81 411.28 474.91 530.96 581.64 628.24 5.75 69 119.56 169.08 207.08 239.11 267.34 292.85 316.32 338.16 358.67 378.07 463.04 534.67 597.78 654.84 707.31 6 72 133.93 189.40 231.97 267.85 299.47 328.05 354.33 378.80 401.78 423.51 518.69 598.93 669.63 733.54 792.31 7 84 202.02 285.69 349.90 404.03 451.72 494.84 534.49 571.39 606.05 638.83 782.41 903.45 1010.08 1106.49 1195.15 8 96 288.42 407.89 499.57 576.85 644.94 706.49 763.10 815.79 865.27 912.08 1117.06 1289.87 1442.12 _1579.77 1706.34 9 108 394.86 558.41 683.91 789.71 882.92 967.20 1044.69 1116.82 1184.57 1248.64 1529.27 1765.85 1974.28 2162.72 2336.00 (Q = FLOW AT "JUST" FULL CONDITION) pipe - flow.xls 2 GENERAL NOTES I 1 ALL WORK PRO BE IN ACCORDANCE WITH PLANS, THE CRY FONTANA PLANS, THE SIERRA LAKES COMMERCIAL CONTRACT PROVISIONS AND D THE THE STANDARD RD SPECIFICATIONS FOR PUBLIC C WORKS CONSTRUCTION GREEN EP BOOK'). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDSON UNLESS ��� N OTHERWISE NOTED. ;Gtti 2 WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS TWAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE 'GREEN BOOK', THE CONTRACTOR SHALL S TORM DRAIN PLAN BUNCAN IMMEDIATELY REPORT SAID CONFECT TO THE CRY ENGINEER FOR RESOLUTION. CYN. RD. 3 ALL MATERIALS AND METHODS ARE SUBJECT THE APPROVAL OF THE CITY ENGINEER. FROM SIERRA A VENUE TO CI TRUS A VENUE N'' (4 4 OIMPLEMENi1NGUDETOURSGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR FROM Z Z LLI W La 5 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT , 6 a a DEPARTMENT, ENGINEERING DMSION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL CITY 0 F FO N lA NA BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBUC ce RIGHT -OF -WAY WITHIN THE CITY UNITS. CALL (909) 350 -7610. \/ '' SUMIXT AVENUE 6 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES ' I C i — �� , i t, - �i C DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS. LATEST NON - METRIC EDON • II I y I [ / / UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. Z IL r•-• J[ U 7 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER W , •, ` - w J • O J Y TRAFFIC CONTROL DEVICES AT ALL TIM. 1 /: £ �� Z SIE,A w LAKES PARKWAY l 8 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 L � -- / 210 FREEWAY FEET OR GREATER IN DEPTH FROM THE CAUFORNIA STATE DIVISION OF INDUSTRIAL SETY. ...�:, , �`+' -.= '�"'�, 7 4 74 44 . - - -- i : g cn a 9 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED j _ j : �..._.._ w I BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF �_� LAK 1y 0� �yy I - w • THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE E (5) FEET i U s- SFf SFEET 2 CO — Nt^ y11 1 w D r� SEE 9EEf 5 SFE 6 BASOJNE AVENUE �' SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 10 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBUC RIGHT OF WAY WITHOUT OBTAINING A , • - "�� 3 SE E SHEET 4 ` SEPARATE PERMIT FOR THAT PURPOSE. 63d. a 4. 11 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER. IT - ��' I - _ - 1 VICINITY MAP SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD. THE TRUE LOCATION AND I �7i�j.. AWat�1 ', —i' ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. -- - -- - -- - -- -- --- - -- - -` - - -- _ _ NTS ' THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1 -800- 227 -2600 TWO WORKING DAYS -- - -- -- --- BEFORE EXCAVATION. ?'+a - '° ) I- I 12 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT I UNITED TO, GAS. TELEPHONE, ELECTRIC, CABLE TELEVISION. LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC - . WATER. RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES - - -`-I SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 13 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY WC AUTHORIZATION. CONTRACTOR REQUIREMENTS. SHALL WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND INDEX MAP NOTES: 14 STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. NTS DETAILS ON SHEETS 8 AND 9. / OR ADEQUATE SHORING NOTES: � 1. TRENCH WIDTH SHALL BE CONTROLLED 15 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR / \ iA TO TOP OF PIPE ZONE TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE \/‘\j 90% COMPACTS 2. TRENCH DEPTHS OF GREATER THAN 5' PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. � NATIVE BACKFOl � SHOR / \/ SHALL HAVE ADEQUATE ' CONSTRUCTION NOTES AND QUANTITY ESTIMATES 3' MAX. SIZE .- , IN 3. CLASS II AGG.BASE FOR ALL TRENCHES .A 1E38 THAN fao' LENGTH. 16 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS SELECTS) BEDDING SID �‘ �� WITHOUT PRIOR NOTIFICATION TO NE COY ENGINEER. MATERIAL (1' MAX. SIZE). � 17 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS. MONUMENT DE SCRIPTION QUANTITIES =1i1 TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. : • LOB H II = SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. 0 CONST. 96' (2400mm) R.C.P. STORM DRAIN (0 LOAD PER PROFILE) - _ 1730 LF .. = THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO z III= MONUMENTS CAN BE ESTABUSHED FOR LATER REPLACEMENT OF THE MONUMENT. 8 111 NOTE: COMPACTION BE WALL 18 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A 4 CONST. 60" 1500mm R.C.P. STORM DRAIN 0 LOAD PER PROFILE - 1924 LF a - • ZONES UNLESS S OTHERWISE 6E SPECIFIED. MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS O ( ) ( ) - - - a 111= � •11I 111 TRENCH I CONFORM EMERGENCY VEHICLES. - 1 jJ , 70 CAL -OOATH SHA RE EQUUIRREMEM ENTS. © CONST. 36" ( 900m) R.CP. STORM DRAIN (D LOAD PER PROFILE) _ 582 LF I 19 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING O7 CONST. 30" ( 750mm) R.C.P. STORM DRAIN (0 LOAD PER PROFILE) - - _ _ 40 LF 11 _�„,1 ADEQUATE WATERING, AT ALL TIMES. O CONST. 24" ( 600mm) R.C.P. STORM DRAIN (D LOAD PER PROFILE) _ - - _ 18 LF — -� 20 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL . MUD, SILT OR DEBRIS TO BE DEPOSITED O CONST. 18" ( 450mm) R.C.P. STORM DRAIN (D LOAD PER PROFILE) _ - _ _ 20 LF ��� ONTO PUBUC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT STORM DRAIN PPE —''�'a III_ III= _ � PRIOR WRITTEN APPROVAL © CONST. MANHOLE PER A.P WA STD. 320 -1 - 10 FA GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL FOR PPE 21 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 10' OR GREATER IN DEPTH USE • 13 CONST. MANHOLE PER A.P W.A. STD. 322 -1 - - 1 EA 1/2 CRUSHED STONE BEDDING. 22 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE- WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS 15 CONST. JUNCTION STRUCTURE PER A.P.W.A. STD. 332 -1 2 EA _ .__. TRENCH DETAIL OBTAINED. 16 _ _ __ ._ CONST. INLET TYPE V PER OCEMA, STD_ DWG. 1305 7 ER - - - -- - - (DETAIL ON SHEET 6 OF 9) CITY OF FONTANA UTILITY NOTIFICATION UST NOT TO SCALE 23 CARE SHOULD BE TAKEN TO PREVENT GRADES. DITCHES. AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE. THE CITY ENGINEER MAY REQUIRE TEMPORARY CRY OF FONTANA PACIFIC BELL CO. NON - ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER 8353 SIERRA AVENUE 3939 E.CORONADO STREET 24 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING FONTANA, CA 92335 ANAHEIM. CA 92807 LEGEND: CONCRETE. (909) 350 -6632 (714) 666 -5467 TO 25 NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY S0. CALIFORNIA GAS COMPANY COMCAST (CABLE TV) F FLOP W LNERB ENGINEER. PRIVATE ENGINEER'S NOTICE TO CONTRACTORS; ATTN. ALAN KESELOFF ATTN: JACK HAYES ITV INVERT ELEVATION 16231 VALLEY BLVD. 1205 DUPONT AVENUE FONTANA, STA STATION 26 PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE DUSTING FACILITIES, AND VERIFY ELEVATION AND THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES • FONTANA, CA. 92335 ONTARIO, CA 91761 MH MANHOLE LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO (909) 335 -7781 (909) 390 -4736 EXT. 3055 CB CATCH BASIN CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE EMERGENCIES: (B00) 427 -2200 RAY RIGHT -OF -WAY 27 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFECT WITH THE PROPOSED IMPROVEMENTS, THE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY CL CENTERLINE CONTRACTOR SHALL NOTIFY THE OTHER ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. MEASURES TO PROTECT THE UTILITY UNES SHOWN ON THESE DRAWINGS. THE SO. CALIFORNIA EDISON COMPANY FONTANA WATER COMPANY SD STORM DRAIN CONTRACTOR FURTHER ASSUMES ALL LLABIUTY AND RESPONSIBILITY FOR THE ATTN: JAIME AMESZCUA ATTN: AL KROHN WAIT WATER UTILftt PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE - (909) 357 - 6581 8440 NUEVO AVENUE SEW SEWER 28 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, DRAWINGS. RCP REINFORCED CONCRETE PIPE INSPECTED AND APPROVED. 7951 REDWOOD AVENUE FONTANA, CA 92335 VCP VITRIFIED CLAY PIPE THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FONTANA. CA. 92335 (909) 822 -2201 EXT. 323 — - — - — _ — CENTERLINE 29 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED. IESILD AND APPROVED PRIOR TO PAVING OF STREETS. FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS (909) 820 -5598 UNDERGROUND FAX. (909) 823 -5046 RIGHT -OF -WAY PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL (909) 820 -5137 TRANSMISSIONS WATER 30 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. APPLY CONTINUOUSLY AND NOT BE UNTIED TO NORMAL WORKING HOURS AND THAT THE (213) 637 -1233 PIPELINES CRAWFORD CANYON MUTUAL WATER CO. SEWER La CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER (909) 357 -6589 DISTRIBUTION ATTN: BILL VANDERKIEFT, JR. ELECTRIC 31 ALL MANHOLES. CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH _ r ,_ _,,,�— GA THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY ARISING (8 227 - 260 0 (619) 868 - 6040 TELEPHONE FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 90110 SHY, 0 UNDERGROUND SERVICE ALERT BENCH MARIA Ne. 815 ����' EASEMENT F 32 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING. STRIPING, BARRICADES, RAILROAD VT — SURFACE FLOW ERECTION CO CONTRACTOR DISCREPANCIES SHALL VERIFY ALL CONR PRIOR AND THE DIMENSIONS AND SHALL REPORT (800) 227 -2600 O I LO AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. SANE AT THE BFARRRG OF tIB9'SO'08'E ALONG ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT O WORK AF IN POTTER POLE 55 Ne. PER OF 5/5 WAS USED AS 30, T SE AS AVE, N 858 POLOL IN E NO. A DER R8 58 /S, 33 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL ON IRE EAST SDE OF =10 US NE. PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. ELEVATOR 1487.59 MALL C4 BFI FOR TIES C4 REV TENSION DESCRIPTION WE OCR. 1m DATE 34 MINIMUM D -LOAD FOR STORM DRAIN PIPE IS 1350. aux0E3T SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Super oiotl D : PREPARED HE CITY OF FONTANA, CALIFORNIA ADOLE A IA T THE D OFFATIC , OF V COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ("-- SVLruLr MADOLE INC. STORM DRAIN IMPROVEMENT PLANS `� - SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, 6O f . 10001 CHURCH STREET SITE 107 DRAIN BR SIERRA LAKES COMMERCIAL DIAL TYD Y O iORINO EFraRE w. �� �� , RANCHO CUCAMONGA, C A 81730 STORM DRAIN PLAN ' BEFORE AS SHORN N \ , (/ I / DAYS s , I THE CITY ENGINE MAY REQUIRE REVISIONS TO THE PLANS TO + ' 3 • PHONE (909)948. O 1311 RISC B+: D E \ YOU DIG v0 TM DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND \ 9 CIVI1 ? ad _ P SI,GS TITLE SHEET APR 2002 TOLL FREE 1- 800 - 227 -2600 \ \ \ CAL Date : mew BP AMEND BE OMING ILO: 1 A PUBLIC =via BY IJIT VOem =VICE A E RT STANDARDS IN EFFECT. � 82183 DP. 9300.,' ATS 3288 N .. 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NMMINNMINNMI a , MINMMN�NNINNINNNN l � NM 1 il mum N 1 m 55 INNINNINNNNNINNMNMNMN NNNNMININNNNNNN NNN I i l; l,; ,' NI N N MNNININIMNN ININNNNNINi1I ;MINIMUM ME 1 :NUNM III mill MININ ' 1, im MB m s o II I� IN��IM M MI I ' I1 � MPANN� Nov Mp IPANNE NIM�N I !!I I,; MOM IINI SIERRA LAKES COMMERCIAL STORM DRAIN i. r i r l f 1 F l r 1 11 r l F l r 1 r 1 r - 1 r 1 f l r 1 r 1 f l 11 f 1 0 W N O ' *1 1 l J \ 1 � V1 V1 9/9/2005 PM 16712 SIERRA LAKES VILLAGE SUMMARY DRAINAGE REPORT Q1 Q2 Q5 Q100 (CFS) (CFS) (CFS) (CFS) ro POST — DEVELOPMENT 18.7 24.5 32.2 57.5 PRE — DEVELOPMENT 9.2 12.8 17.8 33.8 DIFFERENCE 9.5 11.7 14.4 23.7 Oft MADOLE & ASSOCIATES, INC. Job 126 -1814 PM16712 Civil Engineers -Land Surveyors- Planners Sheet No. of 760 -A S. Rochester Ave. Calculated by: RRN Date Ontario, CA 91761 Checked by: Date (909)937 -9151 fax937 -9152 Scale nts Rainfall Intensity Data Slope of Intensity /Duration curve ( 0.6 Duration Return Period (year) hr 1 2 5 10 25 100 1 0.55 0.70 0.90 1.05 1.25 1.55 3 0.98 1.25 1.61 1.88 2.23 3 6 1.41 1.8 2.32 2.71 3.22 4 24 2.38 3.5 4.98 6.09 7.57 9.8 Slope, return, period, partial duration series(Fig. D -2) 0.53 0.53 0.53 0.53 0.53 J= values taken from Isohyetals, San Bernardino County Hydrology Manual All other values "interpolated" using logarithmic equations as follows: - -> Exp( +/- Slope x Ln(T des) + Ln(ref I) -/+ Slope x Ln(ref T)) - -> 1100 -110 / Ln(100 /10) x Ln(des Period / 10) + 110 , 10 . Le 1.6 ' • ' I -- - 4W - i-- , - 4 . 4 . . i j..T, ;.:. -__e, ', - F - -- - - - r- --t- - -t - r - _ _L _ iiimmo , I.7 Re ' . I 1 j R7W 1 : , L : R6W ; I R5W I ' , '\...i \ ' R2W R2E 444 1111 .., RIW ' ,.. ‘ 1 4‘11111111;1 11 .....,,,„ 1 17 43' T4N _ _ ..... iirrip -7 - A , if .. 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"73. . , : SAN BERNARDINO COUNTY , ■•■■■■■■ 4 OASED ON NAOS, NONA ARAI kiln AMINO BY . ,/ il I /1 ./- • •A- ----1- - / - - . . . 4- ..1' . : ' 1 - 71Z5 •A 1- - - - ) - - -- • - -- VD - - - - - - - -- ---i- i " • 1 - 8 1 ! - W • • . ' 4..• • ... - C ' W HYDROLOGY MANUAL LEGEND; ISOLINES PRECIPITATION (INCHES) . , ME „SCAM RI 1110. 019191 NO. ' NM I f mot - WWI - • FA It 1•11111.1.1.111 ' GENERAL NOTES CONTRACT U - IMMEDIATELY REPORT SAID CONFLICT TO #`') � . 1 _ : I ; ` •. ; „ , \ : : . 1. ALL WORK SHALL BE IN ACCORDANCE CORN MESE PLANS, ME CITY OF FONTANA STANDARD PUNS , / ,, ' --- -•••.; ' ..' f} Z. ® •� CITY OF FONTANA • ; ,_; ; r ME CONTRACT PROVISIONS AND ME STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION { t' " _ . 7 : "�• 7 I ( "GREEN BOOK). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION ` : -- 1 "I :. !" ".';:ir:��� 4 UNLESS OTHERWISE NOTED. : ................ :y RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK , 2. WHEN A TECHNICAL CONFECT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE - y J....... ^w , ME CONTRACTOR STORM DRAIN /MPRO VEMEN T PLANS . . , , I 5-•• SHALL CRY ENGINEER FOR RESOLUTION. : " ' �. "�( SH4 t � T�y.J: -- -: f h T' e$ 0 T TO ME APPROVAL OF ME CITY ENGINEER. SIERRA S GE 12 �:. i? � ': uu 4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SL BE IN P J. ALL MATERIALS AND METHODS ARE SUBJEC : , gi n u J! _ !" 1 : : �:: 4. .... " :i�:�: {i::: � ' t, .. _ ,_ - SHALL UCE ONE WEEK '• .._. , PRIOR TO IMPLEMENTING DETOURS •_ ALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT M.4:1':. • I' . , 5. CONSTRUCTION PERMITS SHALL ! , T ENGINEERING DMSION PRIOR TO ME START OF ANY WORK, INSPECTION COORDINATION i'... r , t LA _ T IWO WORKING DAYS PRIOR 70 ME START OF AM' WORK IN PUBLIC ( T� t e: y::::::j::' � • DEPARTMENT, ....._. -. . r a SHALL BE REQUESTED AT LEAST r � � .,_. -° , RIGHT -OF -WAY WITHIN ME CITY LIMITS. CALL (909) 350 -7610. , ` 6. ME CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES METHODS AND PROCEDURES ' ' z ' - V I ' � ' v ' .;: is .: 4A4 '1 4rt DESCRIBED IN ME STATE OF CALIFORNIA MANUAL OF IRAFf1C CONTROLS; LATEST NON - METRIC EDITION UNLESS OTHERWISE DIRECTED BY ME CITY TRAFFIC ENGINEER. : :< �, : �' . . ,,: Te .,•:.: � v OR TO MAINTAIN BARRICADES DEUNEARIRS OR c :.S•,;'"{° ,I.L .. ,..e �5 _ _ _ ,...: ,.. _ ,. _ .........._. . 7. IT SHALL BE M£ RESPONSIBILITY OF ME CONTRACT . _ ...... . •,. ` : '' :'-'' ; L'''i'I7-' ^,." "'''' = - 111 .- ' �%"� -2 :.: F- t:.�i- :;1 i :.. i;. ._ ..... ....t5 ! , , is .�. ,";,., -� r. .. C, ,. :,,I::: «:�!r ,c;.. `..;,.: -.::. .. _ =i - . _ _..._ - CONTROL DEVICES AT ALL TIMES. .t. I: < '<: : I �• _. _. •: .- . :.r - :rs.`'.�: ' - - -- OTHER TRAFFIC .,k . ( 1 + : :_i; .... _._ - T A PERMIT CA PERFORM IXCAVAI OR FRENCH WORK FOR ]BENCHES j :I i {{ , .. _... ., II 8. ME CONTRACTOR SHALL OBTAIN , I , , �..,: -., . :;z . .. .. � 1 J ._ :::. '. i .- ... �,,` ME CAUFTJRNA STATE DIVISION OF INDUSTRIAL SAFETY. Ju. f (; #" .':-:; n.. / l r - f'T...t r. _'., i I 5 FEET OR GREATER IN DEPTH FROM . i .._. ,`., e<- .•- .. ..._.• .;;: _... - -:d ...(� . _ •O: "'P. �6 • ;; . ,i.' � z£c e.::� t '� �-, 9. _ --,,_ VICINITY MAP � a ME WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN ENE (5) FEET IN DEPTH SF/ALL BE • +• ; � I �6! ; k g ,' • "'•' ,.. ;. .•.` � . '�.: - GUARDED BY SHORING SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO ME i ,� I , fi '.s. .I / i : ; ©, • t' ��� -- sk ,', "< " 1 NOT TO SCALE REQUIREMENTS OF ME DMSION OF INDUSTRIAL SAFETY OF ME STATE OF CALIFORNIA TRENCHES LESS it 1 f = { . I- f - PM 1 6712 • • , • . 'r�.�;. - :. ' 1 `" "`°..~. • • THAN FIVE (5) FEET STALL ALSO BE GUARDED WHEN ME POTENTIAL EXISTS FOR GROUND MOVEMENT. : I '. I i : I :: : :: - : ©� ^ ^4. - -Q: }!. ; O: © :. ..�.�, �, , " ri . .. -. : - � PAVEMENT SUITGfTADE TOP OF STRUCTURAL THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A °� ' ' „ , i . : _• : I ii:r„: : ' , ; i • .. . ,. . , p : : r : j;/'•. ... . I0. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN , _ _ I . _ : .. ,,� SEPARATE PERMIT FOR THAT PURPOSE. �� 1{' ,,JINN . ' .., l ) fj Jt � '." ,: „ Yr,< -... 'I 11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION HOWEVER, ._..., j°' ' 6, " " I' c , .. . . ' "' . IT SHAD. BE THE RESPONSIBILITY OF ME CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE • _ f :0,`� \\ , - I F € ¢ i 3 AVOID 1 N AND ELEVATION OF ANY IXISINC UIILME5, AND TO EXERCISE PROPER PRECAUTION AT TO _ e !. L : .. . - _`* :. � . . .. ..._ - .. . - . • )I n �� : , 4 ; ` ' .. 1:1 SLOPE OR FLATTER AVOID 227-2 THERETO. OR CONTRACTOR SHALL UNDERGROUND SERVICE ALERT - : ., 1 ,- r ` V• � ' OR ADEWATL SHORING 1- 800 -227 -2600 TWD WORKING DAYS BEFORE IXCAVAITOH " - ; :� :°`•S:a'.: ~ LN t J :r l,'. I i {rf ,1 ..' t i,i / t f ' , SHALL COORDINATE CONSTRUCTIN WITH ALL UnL11Y COMPANIES INCLUDING. BUT = ' f...,-/, ' . .. }C . R : . , \�`,� SIDS Ca ACKEI L \ CONTRACTOR : W v � `' .L „' % NATIVE BACTtn7LL // // • NOT LIMNED 10 CAS, TELEPHONE ammo, CABLE TELEVISION, IANOSCAPINC, LANDSCAPE IRRIGATION, ;VIE,'" ? ; 3 .. '.. '. •` • .;;.::, .. .. ...:.:.:: .....• ...., ,,,,'. <� %I%f _ ... ; " .. -.. <` �` e' MAX. SIZE / Q;� - I DOMESTIC WAFER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS, ALL : I .,?.,; -:� i .- =.,,-=' FACT UTILITY COMPMIIES STALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR _ .. : • .Cs ° ii I i . c �':: : :....:'::::::: :' .'.....: - :.. •F ... � . MATERIAL (1• MA TRENCH SIGE� 0 FACILITIES. ; . .: : e _..>.,•,.. .., n ._ - - RIX SEZE). . I",.. :i , ..... . ... 13. =III THE CONTRACTOR SHALL NOT OPERATE ANY HYDRANT OR WATER AWN VALVES WITHOUT ••v._ -�.} t t .,...i i � .._,. -,.` _ ._- _._. �_;,.:- _• -- ...,.- ._ .._. ... ' ��; � � . i <:,.: ;;`i >; "- ^ra- !�r "' - � ... -.. . .. ,. . .. -' ... . - - 111 APPROPRIATE AGENCY PERATI AND CONTRACTOR AT RLI E SHALL coORDIN4rf WITH THE APPROPRIATE wa7ER `�, :. i .e ar - . .........- - - COMPANY FDIC VALVE OPERATION AND WATER REQUIREMENTS. S - - -- ; ` is .___I_,- .. � , :.. - E ; I I ` ; 7 - FVR 14. ;; 15. ENGINEER TO ENABLE THE f I CONTRACTOR SHALL BE - i HAARKS AND CONS7RUC71N CONTROL STAKNG DI/RIN � � THE PRESERYAITON OF BENC .. ......5.5. . , <.. : r, � .:,.,. �. ; . , ,r' CONSTRUCTION. . -... �� � -- ..••• l : , f: ..,_ . .,....... - , tee: , ;.` „ _ . '•ri:i' . . ... "._. TIES OR BENCH :. ,: ,:.:. .' .....- _ ....... ............................... ,. . r:` zl -:i' ^; < � < ::: , _ 16 ME CONTRACTOR SHALL NOT DISTURB DOMING SURVEY MONUMENTS MONUMENT ES � _ 11 - MARKS WITHOUT PRIOR NOTIFICATION R1 71N£ CITY ENGINEER .: le ' , . .. •.. ......._ ....... . ..... .... .. . .. .. ... .. ' " .'_ .... ._ <........... ..... <....... ,... STORM DRAIN PPIPE 111_1_ -1- 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS INDEX MAP GREIIa1C1TATAU BED FROM MONUMENT TIES AND BENCH MARKS SHALL BE DONE BY A REGISTERED CML ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SCALE 1" = 80' 10 OR GREATER W DEPTH USE SHALL BE REPLACED. ME CONTRACTOR STALL NOTIFY ME ENGINEER ONE WEEK PRIOR TO 1/2 CRUSTED 5741E BEDDING. CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. TRENCH DETAIL 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES A NOT TO SCALE MINIMUM 12 FOOT LINE SHUG BE MAINTAINED AT ALL MMES IN ME CONSTRUCTION AREA FOR CITY OF FONTANA UTILITY NOTIFICATION LIST PRIVATE ENGINEER'S NOTICE TO CONTRACTORS NOS: RESIDENTS AND EMERGENCY VEHICLES CITY OF FONTANA PACIFIC BELL CO. 1. TRENCH WIDTH SHALL BE CONTROLLED 4. COMPACTION SHALL BE 90R IN ALL ZONES UNLESS OTHERWISE SPECIFIED. 19. ME CONTRACTOR SHALL PROVIDE AND AIRMAN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ATM' BRIAN WREN ATTN: NORMA GURLOT M£ EXISTENCE AND LOCATION OF ANY UNDERGROUND (MURES OR STNK'IURES TO TOP OF PIPE ZONE. 2. TRENCH DEPTHS OF GREATER THAN 5' TRENCH STABILITY SHALL CONFORM ADEQUATE WATERING AT ALL TIMES 8353 SIERRA AVENUE 1265 N VAN BUREN STREET SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORD$ SHALL HAVE ADEQUATE SHORING. TO CAL - OSHA REQUIREMENTS. FONTANI. C4 92715 SATE 180 TO THE BEST OF OUR KNOWfEDCE, THERE ARE NO EXISTING mina EXCEPT 3. CLASS II AGG.BASE ALL TRENCHES 20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE ( ) 350 -6632 ANAHEIM, CA 92807 MDSE SHOWN ON THESE PLANS ME CONTRACTOR IS REQUIRED 7O TAKE DUE LESS THAN 100' N LENGTH. DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO ME RIGHT OF WAY DURING (714) 666 -5401 PRECAUTIONARY MEASURES TO PROTECT ME UTILITY LINES SHOWN ON THESE ORANA NS R E CONTRACTOR FURTHER ASSUMES ALL LIABRITY AND RESPON- CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL M. CAIIURAWI CAS COMPANY COWIGA.S7 (CABLE TV) S CITE FOR THE UTILITY PIPES CONDUITS OR STRUCTURES SHOWN OR NOT ATM: MEC CASPAR AIDA JACK H AYES 1205 SHOWN ON THESE DRAWINGS 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 16231 VALLEY BLVD. DUPONT AVENUE ONTARIO, CA 91761 CONSTRUCTION NOTES QUANTITIES FONTANA. CA 92335 (909) 390 -4738 THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE M D CYMPLEIE RESPONSI- (909 428 -8411 BILITY FOR THE JOB STE CONDITIONS DURING ME COLBSE OF CYWSTRUClION 22. A QUIR DENSI ENGINEER STALL CERTIFY ALL IACWFlLL COMPACTION, FAILURE TO OBTAIN THE 0-NSTALL l8' (457mm) RCP, D -LOAD PER PROFILE 24.0 LF. (8071) 4 27 -2200 CIS MIS PROTECT,• NCLUDWG SAFETY OF ALL PERSONS MD PROPERTY• MAT REQUIRED DENSITY SHALL REQUIRE RE- WORKING OF THAT PORTION OF THE WORK UNTIL ME VERIZO THIS SHALL APPLY CO AND NOT BE LIMITED TO NORMAL WORIONG HOURS 0-INSTALL 30" (762mm) RCP, D -LOAD PER PROFILE 30.0 LF. SPECIFIED DENSITY IS OBTAINED. SD. CALBORIM EDTON COMPANY ATM STEP£ HOCK HIS THAT THE CONTRACTOR SHALL DERMA MVDEMNIfY, MD HOLD THE OWNER 7951 REDWOOD AYE 1406 E PHILLIPS BLVD. AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, O- COAST. JUNCTION STRUCTURE PER APWA STD. PUN 3J1 -2, SEE SHT. 3 _ _ . _ 1 EA. 23. CARE SHOULD BE TAKEN TO PREVENT GRADES. DITCHES, AND SWALES FROM UNDERMINING STREET FONTANA, C4. 92315 PL RA CA 91766 N CONNECTION MTH ME PERFORMANCE OF WORK ON THIS PRDECT, EXCEPTING IMPROVEMENTS. UPON INSPECTION OF THE SITE THE CITY ENGINEER MAY REQUIRE TEMPORARY (909) 620 -5596 - UNDERGROUND FOR LIADIUTY ARISING ERCM ME SOLE NEGLIGENCE OF ME OWNER OR THE 4 COAST CONC. COLLAR APIA STD. PLAN 380 -3, SEE SAT. 3 3 EA. (909) 875 -5100 - TRANSMISSIONS () 469 -6327 ENGINEER LARGER SIZE PIPE SHALL GOVERN SIZE AND DIMENSIONS OF CO/JAI?. LA. NON- (RODFABLE SWALES ENTERING OR LEAVING 6APROVEMEN/S• (213) 637 -1233 - PPEUNES FONTANA WATER COMPANY 5 INSTALL BROOK PRODUCT CB3636, SEE SHE / a 24. AU. EXPOSED CONCRETE SURFACES SEMI. CONFORM IN GRADE COLOR MO FINISH TO MATCH (909) .757 -6233 - DISTRIBUTION ATM: MICHAEL J *DRAW SAIL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT BO NUE AVENUE DUSTING CONCRETE FOYTANA CA ALL PSCREPANGES TO ME ENGINEER PRIOR TO THE COMMENCEMENT OF ANY N1RK. O6 - CONST. JUNCTION STRUCTURE PER APWA STD. 332 -1, SEE SHE 3. 1 FA. 92375 (90 CRINFORD CANON AZ/lUAL WATER CO. 822 -2201 FAX: 908 ID-INSTALL 24" (610mm) RCP, D -LQ40 PER PROFILE 33.0 LF. 25. NO OPEN FRENCH SHALL BE ALLOWED AT ME END OF ME GAY WITHOUT PRIOR APPROVAL OF ME ATM: BAST J. FABRlZID ( ) DISCREPANCIES. IS ME RESPONSIBILITY OF THE CONTRACTOR 10 NOTIFY THE ENGINEER OF ANY . :acn,.ln .. ,r . A`a• .,r .: A/, a eA,r. . ^_� (909) 463 - 9580 623 -5046 ©- INSTALL DOUBLE BRICK & MORTAR PLUG PER PPE CLOSURE DETAIL, SAT. 3 - -- 1 a CRY ENGINEER. WEST SW BERNARDINO WATER CO. CONTRACTOR SHALL COMPLY WTH ALL NP.D.ES REQUIREMENTS 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION UNDERGROUND SERVICE ALERT ATM: LOTH ISM AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT RIALTO G 92377 (600) 412 -4133 R55 W. C RAID IMPLY CORRECTNESS OF ELEVAMNS OR LOCATIONS SHOWN ON THE PLANS. IN 27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, ME C CONTRACTOR SHALL NOTIFY ME ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. LAND OWNER /DEVELOPER: LEGEND: ° 28 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, LEWIS RETAIL CENTERS CB. CATCH BASIN 0_ 1156 N. MOUNTAIN AVENUE CL. CENTERLINE UPLAND, CA 91786 C INSPECTED AND APPROVED. F.S. FlNISI SURFACE . GRADE BREAK >, 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, 1LSILD AND APPROVED PRIOR TO PAVING OR P.O. BOX 670 G S. AVERT q STREETS. UPLAND, CA 91785 R RIGHT OF CONTACT: BRIAN GARCIA E WAY------ - 30. APPROVED SOILS SIfRIUNT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. PHONE (909) 949 -6779 BENCH MARK: ,i No. 615 BASS OF BEARAWS O 31. ALL MANHOLES, CLEANOUT FRAMES COVERS AND VALVE BOXES SMAU BE RAISED TO FINISHED GRADE FAX: (909) 949 -6733 RAILROAD SPIKE AT INTERSECTION THE BEARING OF Na9 ALONG (F) BY ME PAVING CONTRACTOR UPON COMPLETION OF PAVING E -MAIL: BRIAN.GARCIACLEWISOP.COM OF RAILROAD AVE. AND LOS CEDROS THE No LINE of SEC. 3D, r.1N.,R AVE., IN POWER POLE NO. 9011E 5.9.61. PER R.S. 58/5, WAS USED AS • ON THE EAST SIDE OF OTRUS AVE. THE BASIS GE BEARINGS FOR THIS 32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR DEVICES TO SHALL RESTORE ALL SIGNING, STRIPING, ELEVATION: / 1467.59 PLAN. , BARRICADES, AND OTHER TRAFFIC CONTROL DEVICE ME SATISFACTION OF ME CITY TRAFFIC ENGINEER. - REV REVISION DESCRIPTION DATE ENGR an' DAT Prepared The OFF Supervisl ICE OF I WINGS TO THE CITY ENGINEER. DIOAERT APPROVAL SHOW NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF � 14 e4R f MADOLE AND ASSOC/ATEE, INC. STORM DRAIN IMPROVEMENT PLANS co r� WN HEREON AND CARRIED FORTH IN A , =^ DRAB PARCEL MAP NO. 167 2 SHOWN ^I 34. MINIMUM D -CLAD FOR ALL RCP IS 1350. l i = o C 66388 7170 -A S. ROCHESTER AVENUE F ao ONTARIO CA 81761 DIAL • D A Y WORKING DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE t a N W P HONE (91SBI 887.8161 DESIGNED 80 DATE 35. THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPE MUST BEFORE y I. DAYS WORKING - TITLE SHEET BE INCREASED TO PROVIDE A MINIMUM OF 1 -1/1 INCHES OVER THE REINFORCING YOU DIG Y � YO U GIG , , ,EAR 6 * RR MAY 2005 REVISIONS TO THE PLANS TO BRING THEM INTO 4 r oil/Ix.... STRENGTH WHEN ME NE THE SE RE CHES EXCEED 20 FEET PER SECOND. STALL THE CON NESIGN oFCALTI Dote : gismo 8r APPROVED 8r CRAWNG NO' 2 0 FELT PER SECOND RA N D FC =6000 PSI FC = FOR VELOCITIES lIIES PSI FOR EXCEEDING VEL OCITIES FEET EXCEEDING SECOND. A PUBLIC NICE BY UNDERGROUND SERVICE AST C ONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. 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R''v r : S:A0. 676 f(...:. B+a+isfe =1sej ,1�gp � ^. CONSTRUCTION NOTES :,;AriP1.' T 96': ®: t' `C 00B;trTS ��`C � - S - O 46 6 sT� p— INSTALL 18 ( 7 ) .. :. _ .. w ,. , :. v � mm RCP, 0- LOAD PER AO7LE �rr_.. u - ! ,Ex§7. t O . E : re; :. , ti~.£.. O- INSTALL 30 (762mm) RP 0-LOAD PER ' C, PROFNE >_ �._ -... _-;.:i : Ask w -. 1 } LhVt A• PER PM 167127 `., ' __, __..,. SnXl.OIOO: °• � _-`: -► � �•, �� % r U - CDNS ©T. W70V STRUCTURE PER WA AP MI 3 SEE SHT. ,...._...._...� �,. " ` ' •� ``.,. PRIME ST PMM MIN PUNS / __ 1 +Tnoo)" 'A•: r w SD. ESM7. : SIEET 601'' 14 t r r` r i -. I�CONST. CONC. COLLAR PER APWA SID. PLAN 380 -3 SEE SHT. 3. h i LARGER SIZE' PIPE SINLL GOVERN SIZE AND DWENSIONS OF COLLAR. �i.i:; 'i "�.:':.:: I •. [ r' , Q-- INSTALL BROOKS PRODUCT CB-3636, SEE SHT. 3. p4 R O Q-CON 7.. JUACTON STRUCTURE PER APWA STD. JJ2 -1, CASE 1 SEE SHf. J _ f ;YYP' - -�" N ' s :L:;...._' .: ..,,r- Yts:....,.. . -.. •Y\`�.,., _ �'OB'1 r' �, 'Y h 7q: -...{ i II - ..,,. ,,.- i°" tY:~ �1&F7 ,'3 5 E [ y+ , • ``4, '^C.i INSTAL BRICK & MORTAR PLUG PER E CLOSURE DEW � . - :�... � ? _ J. ` i r ` `r,. • ' I'� is _ � � 2 (6fOmm) RCP DOUBLE BRI L, SHE 3 , '(L.NE:A.PER DAG /p. J1BBI R' - .. �.. ® ` i J � w J _!....:..... -. l� : 86RDP'd7UM RL SI .. .. ..:r�.� �1 = iF t "t a{ i j r \ .. .... $ SIERRA LAKES ZOhlIWER a 1. P/L_A CRLTRANS R/W -' �. - Q '., '_`'e.1 J w ^ `•'P .. ? jF F . '2GO2 ........_.._.. ..._ .._ 308p • J e:. 7,�,`Y`,� O . Q" .. > [ .. .,..... IE � I �, PER 11 - ---= — ::: — - - ,...___ i et tt ; .- .� . `.: ` � ' � ^, h am_ a� 'nti.. ij _ Q9 _.... ;. ;•`..� =�:.:', SCALE IN FEET 599IN MARK: No. 615 BASS OF' &EARN= O O 40 BO 1 O 1BO RAI OAD SPIKE AT INTERSECTON THE BEARING OF N899O ALONG (n OF CITRUS AVE. AND LOS CEDROS THE No. LINE OF SEC. 30, TAN.A.SW„ AVE., IN POWER POLE N0, 9011E S.B.N. PER R,S. SB /5, WAS USED AS ON THE EAST SIDE OF OTRUS AVE. THE BASIS OF BEARINGS FOR THIS 1467.59 PUN. EIEYATKW: � �' REV. REWSON DESdeP DATE ENOL OTY DA]E Prepared Under The Supervision OF CITY OF FONTANA, CALIFORNIA SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS t ,pP�E�OH PREPARED M TIE OFFM.E OF !J -11 R NOT COMMENCE WTTHMI TWO YEARS OF THE DATE OF MI " P.NIE4ptf MADDEE AIm AEROGIATES Kva STORM DRAIN IMPROVEMENT PLANS 4,�~ x s MN 61* :.. ,.. APPROVAL SHOWN HEREON AND CARRIED FORTH A c c 6aa 1c, ERA ROCHESTER AVENUE Jy PARCEL MAP NO. 16712 SHOWN FORE ° ONTARIO CA DTMf DIAL , two WORKING DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE n ° y n PHONE 1969) 097.9157 BY a LINES A t tt B t » & C -1 r OAT[ BE I• DAYS BET , , MAY 2005 YOU DIG �Y�) rou aG REVISIONS TO THE PLANS TO BRING THEM INTO � CAUF1 Dote CHECKED BY,' APPROVED BT ORAwNO CONDITIONS AND STANDARDS Nat Tat FREE 1 -600- 227 -2600 CONFORMANCE WITH AD IN EFFECT. A PUBLIC SERME BY UNDERGROUND SERVICE ALERT RS ROE Cee968 EXP. 6-90.06 RRN 4103 3 CITY ENGINEER R.C.E. 51152 DATE J: \126- 1814\storm \SD02.dwa. 7/10/2006 8:33:50 AM. iv I 0 Q. t LATERAVCOIWECTOR PIPE COC FMC RCP OR aP KONEN1OU RIRNWAE Risen TOPGECTON aMMN LINE RU_.I I. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND UNITS LNOTE OR TANEN °sou, GOWN on EXTENNoN t WIN LINE NCP I I. AR E ( ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL WL el ""I T• Wro Na AWammTL[wIm B 8 VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. IF N t 4� i '�� ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION / \ 1M iLa rnANi _' .,,m.:1 ( jp - SMALL BE ENGLISH UNITS. <*_ J /� �•( tB � TOpy p yF �1 ' C AND CASE 2 '. •. I ` �, Ix L PIPE A!• \ / I�I� 4 ��CC BAgilu WITx SEE NOTE 0 mm V Y mm - ., . . 4 j ; ; \f'�4a• yy Cy,C I. IF ANGLE A IS LESS THAN 45. OR IF D IS LARGER THAN 600 \rf : IlO o 124 THEN ANOTHER STANDARD STRUCTURE SHALL BE SPECIFIED. t'.11,',."'`' COIF T IL TO F II T��E � 2. THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL NOT EXCEED IT" I �,WO.wli9 11LCLC eY @yp�� 01$ -HALF THE INSIDE DIAMETER OF THE MAIN LINE. 80RANSP BIEEL UP CCInaOlenS IL`s ,,. PARKWAY GRA7E � - uRolyluNNFD ` Vr REpoIMB PCR 3. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY. IF THE y , L mo CB-M38 BECnoN CASE I NECU12 INLET PIPE CANNOT ENTER RADIALLY, THEN ANOTHER STANDARD >. YAWLS 1 PLAN RH CASE I STRUCTURE SHALL BE SPECIFIED. DR 'mow L ] WMxeQNtl A o SE CTION B-B 4. THE SIZE OF THE OPENING INTO THE MAIN LINE SHALL BE THE »nr / - OUTSIOE DIAMETER OF THE INLET PIPE PLUS 30 men 11 MINIMUM I I TO 75 mm IS') MAXIMUM. lM OWLET SEE ITS. •`` N EATEN eAlx PLAN S. ALL CONNECTOR PIPES FOR CASE 2 SHALL BE ENCASED IN CONCRETE w • IF LAID WITHIN THE MAIN LINE EXCAVATED TRENCH OR IF LAID ON `, a �+y “Tell •qlx SANG FILL WHICH HAS NOT BEEN OENSIFIED. I = IH �-- C }� '- 6. BURN OR CHIP END OF CONNECTOR PIPE FLUSH WITH INNER SURFACE BGRa8WTB1ES F�� >TE ipT'[s� ,q�,�/ MC. x OF MAIN LINE. ROUND EDGE OF CONCRETE PIPE OR RCP. 1RAFFICORATE tl \ C.= BOTTOM SECTION � 1 � � / No 011 ai DAWNS. 7. ALL CSP AND FITTINGS SHALL BE GALVANIZED. l 4 Cm01M H STATION SPECIFIED ON THE PROJECT DRAWINGS APPLIES AT THE SEE NOTE INTERSECTION OF THE INSIDE WALL OF MAIN LINE AND THE CENTER }{ ? �n j 11 LINE OF INLET PIPE. INIL� 5 - -_ .�!• 9. CASE 2 SHALL NOT BE USED TO CONNECT TO THE FLOOR OF A ''",•' GRATING CATCH BASIN WHERE THE GRATE WILL RE SUBJECT TO CA I . VEHICLE TRAFFIC. CASE 2 SECTION C - I EEE NOTES R • NI IS. FOR S 2, NOT NONE THAN 3, m 112'1 OF NLET SHALL BE - y _ LOCATED WITHIN THE MAIN LINE EXCAVATED T PIPE m0100 VAR TO WIT II • 1 ���1 , -1,` COMmoM Q '' !ASS c UORTM '- ® © ©I® ��� Y �� - L il. CONCTIONS TO PIPES 325 mm 121•) OR LESS IN DIAMETER WITHOUT JUNCTION ®� ©� :' � STRUCTURES OR PRECAST Y BRANCHES SHALL BE MADE WITH SADDLES. 1111=1=M11:1•11=11 ' 11'M B a � ' , r I2. THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL HOT EXCEED ONE-HALF : I THE INSIDE DIAMETER OF THE MAIN LINE. M 13. TRIM OR CUT SADDLE TO FIT SNUGLY OVER THE OUTSIDE OF THE MAIN LINE ml>vl�l',77» / PLAN SECTION SO ITS AXIS WILL BE ON THE LINE AND GRADE OF THE CONNECTOR PIPE. Imoo� 'y - - - CASE 3 .... 14. THE OPENING INTO THE PIPE SHALL BE CUT AND TRIMMED TO FIT THE _ - AO ..... SADDLE CONNECTION SADDLE p, THAT NO PART WILL PROJECT WITHIN THE BORE OF THE ®�_ Wm. YM ALLR M16 AD 13. THE CONNECTOR PIPE SHALL BE SUPPORTED AS SHOWN IN CASES I AND 2. • • " M ' e "IIINVRINR 1�nilil7 C -3636 AMERICAN PUBLIC WORKS ASSOCMTNNI -GOOD E INCAUFORMA CHAPTER rs JUNCTION STRUCTURE -PIPE TO PIPE N M"°"M�^"" 1 AMERICAN PS UCWD ESASwcu 'TON- SOUTHERNCwFORNIACHAPTER STASOMOIINN [ID < 600 MM (2411 332 -1 JUNCTION STRUCTURE - PIPE TO PIPE 332 -1 , z ., ... wWm1aAMR ILIUM OMRRNwRaNWO"NPaunRNnwl NR:nv: [ID < 600 mm (24 " )] sNnao=! NOTED NOTES ISM 0 SOO mm 114 0 12 - . O.EO"EO Amu THIS JUNCTION STRUCTURE SHALL BE USED OMEN THE OUTSIDE DIAMETER • 330 -C -25 IMO- C -32S01 CONCRETE MO. ME Mott 2 OF THE LATERAL IS GREATER THAN I/2 THE INSIDE DIAMETER D OF THE 1. A CONCRETE COLLAR IS REQUIRES WHERE THE CHANCE IN GRADE _ .MIN LINE: OR WHEN THE INSIDE DIAMETER B OF THE LATERAL IS GREATER = %LEEDS 10 PERCENT, -A THAN 600 mm 1241. B SHALL NOT EXCEED .75 D OR 975 mm I59 1./2 ITO. 7111 2. FOR CURVE JOINTS (SEE DETAIL B. SHEET 0 2. IF THE MAIN LINE IS A REINFORCED MONOLITHIC AWN STORM MAIN. I «*" 25 min MCI � JF THE E ENDS OF THE PIPE LEAVE A CLEAR SPACE D SHALL REFER TO THE CLEAR SPAN OF THE ARCH. REINFORCING STEEL GREATER ) 6 , THAT GREATER THAN 25 ran III. BUT IS LESS THAN 75 WITH SUBSESECTTI ON' !NAIL BE FOR RIO OR A PIPE. INTO 715E A CONCRETE ENADLE L STRUCTURE IN THE SAME ______Rwt��MC.l'U�C ` A CONCRETE 306 -1.2.4 O F THE SSPWC. COYER.IS REQUIRED IN ACLORONICE WITCI YptBER AS FIE. CRADLE IS NOT FOR A OF s ` REINFORCED IWIWLITHIC ARCH. MI man IY IF THE XTR OF PIPE LEAVE A CLEAR SPACE a LATERAL/ NEE EIL TO O 0 THE E N E CLE ` 0 L T THAT 'IS EQUAL TO OR GREATER THAN 75 ISM. BUT LESS THAN �• I IJ wLTRISSTOII PIPE 3. STATIONS SHOWN ON THE PROJECT DRAWINGS FOR LATERALS APPLY AT THE ISO SPACE IS 15 A CONCRETE COLLAR GREATER. ARAN ITI IF TME CLEAR INTERSECTION OF CENTER LINES OF WIN LINE BA IN CO NL. STATIONS ' 600 SR0 on WI Soon 1111 No HI SPACE IS ISO C NC R OR OLLR I A TRANSITION STRUCTURE SHOWN ON THE PROJECT DRAWINGS FOR CATCH TCH BA81N CONNECTOR PIPES ISO r OM 300 w wrI M I mm 1E) IS REQUIRED. > APPLY AT THE INTERSECTION OF THE INSIDE WALL OF THE WIN LINE WITH Eoo.Ali 30o 11tH IM I YN S THE CONNECTOR PIPE CENTER LINE. t PIPE 3. CONCRETE •COLLAR SHALL NOT BE USED FORA 512E CHA GE ON NOUN , +F . NM o 150 4. VALUES FOR HNC 1 309 ISO 1!0 w M1 9 n5 f r 1 9 THE WIN LINE. OE I ' IN 0 N I OC A B, C MW S SHALL BE SHOWN ON THE PROJECT DRAWINGS, r W9 r M EE w H CONNECTOR PIPES n q= .j�� ' ° ELEVATION R AND ELEVATION S SHALL BE SHOWN ONLY MEN REQUIRED PER MNOr NTI 100wM9 t!l wlt9 01lOr 1507E S. Doubt. course WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A w M •4 • NM �R OC TE OA A N Brick laid lengthwise .+ � ` �. 900 w Iw w M9 t3O r po'1 CONCRETE COLLAR. L AND T SHALL BE THOSE OF THE LARGER PIPE. `, �` 5. H. ELEVATIONS R AND S TEED NOT BE SHOWN ON THE PROJECT DRAWINGS c+�' ,�y�! MIS w 1!71180 mm U1 EGG r MI OR Da, WHICHEVER IS GREATER. I i E AM F CANS IF THE INLET PIPE IS TO ENTER THE MAIN LINE RADIALLY. 1111111111 and mortared Y�' u j gO` • B. WHEN 0 IS EQUAL TO OR LESS THAN Dm. OIN INVERTS AND _, ... 1! i- oa a T5 w ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY IF A STUB IS TO BE PROVIDED IN THE - BUY W00 w •t0' St! w UPI n5 w tlrl WHEN DI IS GREATER THAN D. JOIN SOFFITS. 1 °F IN P s•1 M. WIN LINE FOR FUTURE CONNECTION NY 0 300 mm N$$ N. INN M! w (!I'1 tl! 44161 5. FOR PIPE LARGER THAN 1800 mm (72 SPECIAL COLLAR DETAILS I i !E MOTE 0 OF AN INLET PIPE. I,I„ ^ „',' �,� 1.4 099 A. ELEVATION S SHALL BE SHOWN ON THE PROJECT DRAWINGS IF AN INLET PIPE IS TO ENTER THE 000 r MT Coo w Ito• 30 r p71 ARE REOUIREO• L TA PORR MAIN LINE OTHER THAN RADIALLY. INLET PIPE 1 3-wM •M) CUCRLMI TOM, S. FOR PIPE SIZE NOT LISTED USE NEXT SIZE.LARGER, i 1 ' w M 5 TABLE OF SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO THE I" i Cement grout _� f¢ xott R T. REINFORCEMENT SHALL CONFORM TO ASTH • 8,5 M IA 813) GRACE 11!' MN VALUE FO T CATCH BASIN OR GRADE BREAK IN LINE. G�ppinq at and at pipe Inside edge of R.C.P. groove 1001407. ""- 6. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY UNLESS OTHERWISE SECTION or end of pipe ( if broken) ??� B. WH REINF ORCCNO IS REQUIRED THE DIAMETER OF THE CIRCULAR I LATERAL POINT T RADIALLY IF ANGLE A IS GREATER THAN 4 INDICATED. THE INLET PIPE MAY ENTER THE MAIN LINE OTHER THAN • IFEL TIES ERE SHALL BE D. L4in1AL 3•. B IS LESS THAN OR EQUAL TO SEE NOTE 3 12% WALL TNICNNESSI •.T. � . 600 1241 MD THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN 9. REINFORCING SHALL BE USED WHERE THE PIPE DIAMETER IS PLAN �� .5 G OTHERWISE. STANDARD PLAN 340 SHALL SE USED. CUT. - -- ` t GREATER THAN 325 mm 1211 AND ON ALL PIPES WHERE THE SPACES LL Q:) ®� 7. NO MORE THAN ONE OPENING SHALL BE MANE IN ANY ONE SECTION OF PIPE. "D" M, NK t OUT RA 1 • BETWEEN THE EXTREME OUTER ENDS IS 75 mm 1V) OR LARGER. D L N "I" OM a 400 mm t . 3111 EF EL 1 1 B. THE OPENING FOR THE BREAKOUT SHALL BE RECTANGULAR AND CUT NORMAL CIRCULAR TIESI NO. OF 3 OR M »I11 �3a TO THE PIPE SURFACE WITHOUT DAMAGING THE REINFORCING STEEL. THE rillIP NY PIPE DIAMETER CIRCULAR TIES C O MB 9130 4. L J TRANSVERSE REINFORCEMENT OF THE MAIN LINE SHALL CUT AT THE CBmen} grDQ} COPping ..MV q1T / F � 525 041 TV OR LESS 3 NEIxeM° I aTW1 i IM 00 OG � CENTER OF THE OPENING AND BENT INTO THE TOP AND G BOTTOM SLABS OF M. Y // 600 mm 104 1 TO 750 mm 130 3 tII T_iFI41R ? E7i7 � ��� THE SPUR. 9 LIM 825 mm 133'1 TO 1425 mm (37•) 4 . THE MAIN LINE SHALL RE REINFORCED WITH A CONCRETE CRADLE AND 'I . I500 O TO IB00 1721 5 arRa // o lNlI '` �� 1 � �, I �£ TIE RAM JOINT IN THE WIN LINE FALLS WITHIN THE LIMITS OF THE CRADLE. THE e9 w WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 75 13 THE -� / I / /,... I MT e [ Ln. R " - CONCRETE ENCASEMENT SHALL EXTEND 300 mm (12.1 ABOVE THE TOP OF THE • NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO mm MAINTAIN AN ' : ml llr,i o6 M ........m ........m MAIN LINE AND TO THE LIMITS OF THE CRADLE NM M. D IN IR IOR APPROXIMATE SPACING OF 150 18 O.C. \ lIEY. s / M "' , �---E o O IF CONNECTING TO AN EXISTING STORM DRAIN. PORTION OF CRADLE p y i - DETAIL 'A' MOTE NI 10. WHERE THE PIPE IS 525 mm 1211 OR LESS IN DIAMETER AN INTERIOR �� ,I I 1 OPPOSITE INLET MAY BE OMITTED. W iw � tap -THE. OR LOU., INTER FONY our MAW 1130 mm FORM OF UNSEALED SOHO -TUBE OR EQUAL SHALL BE USED TO : - , P OAS ICI IMO ` / Ms 10. REINFORCING STEEL SHALL CONFORM TO ASTM A 615M GRADE 300, IAHTM A BUS. PROVIDE A SMOOTH INTERIOR JOINT. THE PAPER FORM MAY BE Te rla•1 oC w, LEFT IN PLACE ISEE DETAIL Al. WHEN THE PIPE IS 600 mm 1241 \ GRADE 401, AND BE PLACED 40 II 1/21 CLEAR FROM CONCRETE SURFACES. V IAMB w W I , COT N O SARI TM MI AT A AMC Of A TA WITH TM; ANN DETAIL 'B ' OR LARGER A REMOVABLE INTERIOR FORM SHALL BE USES OR THE IOOI CONCRETE SNARL UNLESS OTHERWISE SHOWN F BARS SMALL NE CARRIED TO A POINT NOT LESS i • mm w yRI M , ,���� HARM PONE . ROME ow SECTION AM TAPE SOTS SECTIONS COMPLETELY JOINT SHALL BE COLETELY FILLED WITH MORTAR AVID EMTH 243,.. THAN J DISTANCE FROM CENTER LINE WITH J•70/12 + ISO mm UPI. TOECTNO FONMION •TM DOOM* MO A. TYPICAL JOINT FOR 1EE NOTE a , -"I al Double TNT NO. A' /M,TM TIME LOMITR W R ALLA NEMOM A SiiW REIMORCEO CONCRETE PIPE N EATLY POINTED. II. FLOOR OF THE SPUR SHALL NE STEEL - TROWELED TO THE SPRING LINE OF . S.N ve WIDE Cx TM MOE OO�r I. o 11 DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS SECTION Z - Z SECTION M - THE SPUR. Brick a mortar closure NiH°E"t.RI�E. 551 tRr TOMTNNI AM IINERT Cr TM ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT 12. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT ■ REINFORCING BAR SIZES ENGLISH UNITS MAY BE SUBSTITUTED FOR EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR AANN • METRIC BAR SIZES. IF ALL BE LIMITS ARE USED. ALL VALVES USED CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT REINFORCING BARS SIZES IN GI FLEVATIOr FOR CONSTRUCTION SHALL BE ENGLISH UNITS. ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS C • • AMERICANPUSUCWORKO ASSOCIATION •• SOUTHERN CALIFORNIA CHAPTER - .. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER • USED. ALL VALUES USED FOR CONSTRUCTION SHALL NE ENGLISH UNITS. 0 D M "O ^•N CONCRETE COLLAR FOR RCP WN O �' AMERIGNT•IAUC WORKS ASSOCIATION - SgIW1EM1 CALIFORNIA CHAPTER I "1MONO i.RC "A11 JUNCTION STRUCTURE- PIPETOPIPE INLET "'AI AMERICAN PUBLIC STR AS TURE N•SOVTHERN CALIFORNIA IPEI CMIAPTER mul 2 Q PIPE CLOSURE -TYPE B •- S _ 300T 19n(1Z THROUGH 1600 380 -3 - CONCRETECOLLARFORRCP 380 3 >OOOmm(2a�OR ® >1nMANUNEID 331 -2 JUNCTION STRUCTURE -PIPE TO PIPE INLET 331 - 2 • (Brick and Mortar) • 11.. RT" 1° A" RM pw.GrATaW7e"M"DPWaI°GM"RN`TOO .HAIR 300 mm(12"}THR000H-1800mm(72") IEEE °r YUMIS TIMNWOwRaAMMFORRNMWWO MBC0NTRARWN TN.. "R: ID2600mm(24 ")OR >1l2MAINLINEID MEMO" C) E SCALE IN FEET Biwa MARK.' 1 No. 615 BA95 OF BEARINGS: O O 40 BO 120 1¢O RAILROAD SPIKE AT INTERSECTION THE BEARING OF N89 ALONG I/) OF CITRUS AVE. AND LOS CEDR05 THE No. LINE OF SEC. 30, T.IN.,R.SW, AVE, IN POWER POLE NO 9011E S.B.M. PER R.S. 50/5, WAS USED AS ON THE EAST SIDE OF CITRUS AVE. TME BASIS OF BEARINGS FOR THIS ELEVATION: If 1+67.59 PLAN. PRELIMINARY - NOT FOR CONSTRUCTION . REV REVISION DESCRIPTION DATE ENG2 d7Y DATE Prepared Under The Supervision w: CITY OF FONTANA CALIFORNIA op �( 57 O SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS D /n "Ul�n •p ry NOT COMMENCE WITHIN TWO YEARS OF THE GATE OF � . HI55E gq 0N PREPARED NO THE OFFICE OF ; / s AE ADOLE AND ASSOCIATES, INC. STORM DRAIN IMPROVEMENT PLANS co Tom _ _ _"A� ` 0 APPROVAL SHOWN HEREON AND CARRIED FORTH IN A ii ° N G 8831 y i 1, 700 S. ROCHESTER AVENUE CA 91761 �A PM16712 SHOWN N °' DIAL T", �'j, - TWO WORKING DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE a" N A PHONE (9169/ 937- -9161 DESIGNED BE DAM AY 2005 BEFORE Y 1 DAYS BEFORE m Ea: 6-30-013 r • RRN TAAVAf1DDLTAL.S YOU DIG YOU DIG REVISIONS TO THE PLANS TO BRING THEM INTO +/E FIC ., Date cHEaEO el *. APPROVED BIT DRA1MNC NC 1? > TOLL FREE 1 -800- 227 -2800 - CONFORMANCE 157TH CONDITIONS AND STANDARDS IN EFFECT. RCE 036388 EXP. 6 -90.08 RRN 4103 3 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT COY ENGINEER R.C.E. 51I57 DATE J: \126- 1814\storm \SD03.dwa. 7/10/2006 8:37:41 AM. iv 4 GRADING GENERAL NOTES STORM DRAIN W . } I. ALL WORK SHOWN HEREON SHALL BE DONE IN ACCORDANCE WM THE CITY _.._. y'"" , ";� - -T' aT OF FONTANA STANDARDS AND SPEpFlCATIONS CHAPTER JJ OF 7//f GENERAL NOTES ' 'y '' .� CALIFORNIA BUILDING CODE, 1001 EDITIONL AND THE CONTRACT DOCUMENTS • _1••••:••• ' ., .- - .•• f V ' 4 ,-,4.1,,, c::::.' � `, I. ALL CONK SHALL SHALL SE IN ACD MOH THESE PLANS. THE CITY 0.F LI W STANOIRO PLUS. SIERRA LAKES � - . _ ti . -F.- TIE CONTRACT PRONSO AND THE NS AND THE S7ASTANDARD SPECIFICATIONS FOR PUBLIC C MAWORKS CONSTRUCTION A ? '' 7 ' 'Y`iP 2. ALL WORK SHALL B£ DOVE IN ACCORDANCE NTH ME SOILS ' �^ti `4 S' (GREEN BDOK�. ALL REFERENCE SPEGFFATDNS AND STANDARDS SHALL SE THE LATEST EDITION ENGINEER'S RECWMENOA TIOVS AND CONTRACT SPECA'SPECIFICATIONS LWS 711E SOILS ,N;, ' 7�`�; 5. t _ REPORT PREPARED BY RMA GROUP, 70851 EDISON COURT, RANCHO UNLESS OMERW4E A TED . t . _.._;.... SXitj T ARE CUCAMONGA, CA ELAND. RT H 989 -1731. AND ANY AMENOM£N7S iNERE7D, 2 WHEN A TECHNICAL COVFLrCT LS FOLM'D TO IXLST N Bff O'FRRACT DOCUNEN75 77NT CVO hOT BE FONTANA ARE HEREBY MADE A PART HEREOF _.- ._...._...._.._ '. ..� ___ RESOLVED M REFERENCE 70 PRECEDENCE IV S N THE GREEN BOOK: THE CONTRACTOR CALIFORNIA C A L I FO R N I A : : I j I €7 Tim \ _ _ DWI M CNEELY REPORT SAD CONFLICT 70 INC THE CI TY ENGI FOR R ESOLU 7 KW ..... ....... ._.._.__.._...._ J. PRIOR TO THE START OF GRADING, ALL EXISTING VEGETATION AND DEBRIS ' ' �:,.. ., . ' - y INCLUDING COSTING STRUCTURES FOOTINGS FOUNDATIONS RUBBLE, TREES ' ' ' ..ME ?'1 rX' , ' . 1 L_- Y . AND ROOT SYSTEMS SHALL BE REMOVED FROM THE SITE TO 7H/£ SAIISFACBOV Or M£ SOILS ENGINEER. ::::J. AU IN7E77NLS AND METHODS ARE SUBJECT 70 THE APPROVAL ME CITY ER Y ENGINE �}�� g \ T _ _ o bh ' y, " J. ' 4 ADVANCE LYNSIRUCP014 SIGNING INDICATING DURATION OF PROECT SHALL BE IN PLACE ONE WED( /yam -TI =` 7 W. xH � • F 4. AFTER STRIPPING EXISTING DEBRIS ANY EXISTING LOOSE FILL OR DISTURBED ; �_, t 7'T.._: � 1_.. `',`Y yr.. : NATURAL SOILS SHALL BE EXCAVATED 70 THE SATISFACTION OF ME SOILS 5. co NSRICRON PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT L E W I S RETAIL CENTER - -J ` _ _ F (:ABM J 1.1 ENGINEER. .,,,} DEPARTMENT, ENGINEERING DIVISION PRIOR 70 TILE START OF AM WORK, INSPECTION COORDINATION R SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO ME START OF MY WORK N PUBUC , ?� S ME EXPOSED SOILS SHALL THEN BE INSPECTED BY THE SOILS ENGINEER. [:. __ s � _ AND ANY ADDITIONAL OVER - EXCAVATION SHALL MEN BE MADE N REM -OF -WAY TIMM ME Cf7T !WITS CAL (909) 350 -7610 ACCORDANCE W774 THE SOILS ENGINEERS RECOMMENDATION AND AS 6 ME CONTRACTOR SHALL CONFORM 70 ALL TRAFFIC CONTROL POLICES, METHODS PROCEDURES D PROCEDURES PARCEL MAP No. 16712 and DR No. 04 -048 I 1 i, � S � _ - =- - � CONTAINED IN THE SOILS REPORT THE F� DESCRIBED N E STATE OF GLFORMA !MUM OF TRAFFIC CONTROLS, LATEST NOR - METRIC EDMON 6 ME EXPOSED SOILS SHOULD MEN BE SCARIFIED TO A MINIMUM DEPTH OF UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 1�11�W� ®6WE� I S � ill� _•1 \' 1 ______ 12 INCHES, BROUGHT TO PROPER MOISTURE CONTENT AND COMPACTED TO 7 T SHALL BE ME MSPO Of ME CONTRACTOR TLl .IWMNN BARRICADES, DEUNFA70R5 OR , � •, - : ~ , , ° f : _ - T AT (EAST 9R OF ME MADMVN DENSITY OBTAINABLE BY ME A.S T.M. . %'"•' e il$ . ,.. _ -- � OMEN TRAFFIC CONTROL DEN=S AT ALL AWES �, - _.: F � -:'p . _ . . � . ,- I T __........-.] �_ =_ D- J557 -70 METHOD Or COVPACROY TO ATTAIN A DENSE AND UNYIELDING kN , , , - - GOND /77QN. .`.r_ 4..I:A y'. t Y . <}..'� _ _ _ - ,_ 8. PE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM IXGwTXN OR T OEN WORK FOR TRENCHES , FO ,.....J.4.4 - y yr __1. - 7 - _- _ ..: ' F�.., A.__._._......__:: _.. . 7. COMPACTION SHALL DE OBTAINED BY METHODS APPROVED BY ME SOILS 5 FE OR GREATER IN DEPTH FROM THE CALFOHNE4 SATE f1R4SA0N OF INDUSTRIAL SAFETY. :Y (' / ENGINEER. 9. of WAILS AND FACES OF ALL EXGWR N EPTH OWS GREATER THAN FAT (5) FEET D SHALL BE {{ VICINITY MAP D F ANY UNKNOWN SUBSURFACE STRUCTURES ARE ENCOUNTERED CLW70ED BY SHORING SLOPING Or ME CROWD OR COBB APPROVED MEWS PURSUANT TO BE 1 - I REQUIREMENTS Or 77E DIVISION OF INDUSTRIAL SAFETY OF ME STATE OF CK/FORMA. TRENCHES LESS DURING CQYS17 DIE SONS THEY SHALL BE NNEDIAILS ENGINEER PRIOR TO PROCE BROUGHT ID ME / ` ( ; GRADING CONSTRUCTION NOTE$ QUANTITIF$ ATTENTION OF ME CEfD/NC THAN FILE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL [X1575 FOR GROUND MOVEMENT. _ 1 � - _ - ^ .s°' 4°" • 9. DUST SHALL CONTROLLED BY WATERING THROUGHOUT T THE GRAD AND I0. M) MATERIAL EOAPAIENJ DWI I S /O 7/E PUBUC REM OF WAY WITHOUT A TT- - *J• +::.z__�:_ - . CONSTRUCT B5' AC B AC PAVEMENT OVER If OF 9QT COMPACTED NATIVE MATERIAL ® 4 111.693 SF � q BE ' BUILDING CONSTRUCTION OPERATIONS STRICT ADHERENCE TO DUST CONTROL SEPARATE PERMIT FOR TINT PURPOSE -- T ! O ( ' REQUIREMENTS SHALL BE ENFORCED AND ADJACENT STREET(S) SHALL BE �{'g -. A, /�.t• i.. 1 O CONSTRUCT S 03 147 Sr 5 ' AC PAVEMENT OVER 12' Or 90X COMPACTED NAME MATERIAL I : i✓ + ; CLEANED DAILY OF ALL DIRT AND DEBRIS THAT IS THE RESULT OF THIS 17. THE LOCATIONS OF UTILITIES SHOWN /N E EIU/ME. BEEN DETERMINED FROM AWIIL KX( ABLE INFORAMT HOWEVER, ' l _ � 11-- = '- - ay. OPERATION. IT THE SNAIL BE RESPONSI& O' THE CONTRACTOR 10 TO EXERCISE PROPER PRECAUTION ID M THE D, HA TIE TRUE F I O CLN57AUC7 MEND MEND CURB PER DEAL a SHEET 5 L047 LF 10. PROTECTIVE MEASURES SHALL BE TAKEN BY ME CONTRACTOR TO PROTECT LOG7DN AND ELEWI7LN O' ANY EXISiUD URTES AND 70 � - � ADJ4=NT PROPERTY AT AU TIMES DURING CONSTRUCTEDD . PROTECTIVE / ' MEASURES SHALL BE TAKEN BY M I E CONTRACTOR SO AS NOT TO CAUSE -80 L2 7- 2 TIE71E7D. TIE = DO CT B SNAIL C V ATION T UAOERGROI/ND SERVICE ALERT A7 p r"' J ,� _ +„� : O W115DPIAGT 6 CURB AND DURER PE? OILY OF 5J0. NAIL P. LOON, t T !F - BOO -z12600 IMO WO7KAG DOS BEFORE EXCAVATION { I 9P/ \W WV$RKXI '\ ANY MUD. SILT OR DEBRIS ONTO PUBUC OR - II T '� A - " O CONSTRUCT CURB R PER DETAC 4 SHEET S `y 32 LF 1 ADJACENT PROPERTY. ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL BE 12 TIE CONTRACTOR STALL COORDINATE CONSTRICTION WAN ALL I1RLKh" COMPANIES M =fID/AC. BUT I I �y Ay - REMOVED IMMEDIATELY. NOT LIMITED TO GAS TE1fPWOAE, ELECTRIC CARE TELEVISION. LANDSCAPING LANDSCAPE 8IRRIGATION, s1," ' © CONSTRUCT 6' CURB ONLY PER CITY STD. PLAN N0. 100J. 6453 LF IXN IESIIC WRIER RECLAIMED WATER SEM'E7C STORY DRAIN, FLOOD CONTROL AND CALiRAILS ALL ( � ° ••• 'C� • T Ir. ALL GRADING AND FILLING OPERATIONS SHALL BE OBSERVED, INSPECTED MIRY COMMIES SHALL BE GJVEN TWO MORNING DAYS NOTICE PRIOR TO MORK AROUND THEIR vA»r;!.{ O7 COMMKT a FCC SIDEWALK d ELATION!: 1110711 • PER PLAN AND TESTED BY A UCENSED SOILS ENGINEER FACIUMS I W {( �. FNSN PER UM•OSGAPE ARCHITECT PLANS 8,698 SF APPROVED BY ME OWNER AND COMPACTION REPORTS PROVIDED FOR CITY ' APPROVAL 7J. TIE CONTRACTOR W 9WL NOT O ANY LIRE MWOES A4AN/ OR MATER WIN WOES S 1117710U7 - DI// ( �_- " � ' % ' , " ! i O CONSTRUCT WOW RAWP PER CITY SI0. PLAN M0. 7001 T r R "'�_, MODIFIED AS SNOW MI PAN 400 SF APPROPRA AGENCY AIITIIORIUTIO/L C DWI COORDINATE WITH TIE APPROPRIATE MAZER -"- " "- ') '-/ 12. PRIOR TO THE START OF ANY BUILDING CONSTRUCTION THE CONTRACTOR COMPANY FOR WIVE OPERATION AND WATER REQUIREMENTS � ((@@,,,� \�` r; O Cp6TRIC/ //1MM'M MVP PER CRY SID RAN M0. 1007 , SHALL FURNISH THE ARCHITECT. OWNER AND ME CITY N ME CTRL MOORED AS 9IDW✓ ON NAIL ZOD S' ENGINEERS WRITTEN OPINION MAT APPROVED PLANS AND COMPACTION N. STATIONING REFERS TO THE CEMERNIE OF STORY OWN EXCEPT WHERE OTHERWISE NOTED. " ^��� `L 0 P"'6"71MT maw TER aim to mar b. • REPORTS FROM THE SOILS �. 0 GXSTRLCT 60' RIBBON c PER LEM II S HEET 5. � • ENGINEER THAT TIE PROPER COMPACTION AND PREPARATION HAS BEEN 7S ADEQUATE CONSTRUCTION CONTROL STYES SHALL BE MT BY TIE ENGINEER 70 EE TIE • 1118 Sr t OBTAINED. CONTRACTOR TO CONSTRICT TIE WORK 70 THE PLAN GRADES TIE CONTRACTOR SHALL BE �'"1� RESPONSE FOR T E PRESERV AIpN OF RENGYWARAS AND CONSTRUCTION CONTROL STAKING DURING �� 71 CONSTRUCT J6' RIBBON CUTTER PLR DETAIL 12 SHw 5 1.470 SF 11 NO GRADING SHALL COMMENCE WITHOUT OBTANNG GRADING PERMIT FROM CONSTRUCTION - - - - - r TIE BUILDING AND SAFETY DINSOV AND NOTIFYING GRADING INSPECTOR • 0 pNSIRCT 8' COAL PAD OVER on CONAWIED MOW INTERNE 2.181 SF 24 HOURS PRIOR TO THE START OF WORK. M. TIE CONTRACTOR DULL NOT DISTURB EXISTING SURVEY MONUMENTS. AKWU ENT TES O7 BENCH ' M OS WITHOUT PRIOR NOTIFICATION 70 714E CRY ENGINEER. - _ _ . I4 =N6IRUCT LOCAL OERRE590 PER DEM 14 BEET 5. 302 S 14. PRIOR TO THE COMPLETION OF THIS CONTRACT, THE CONTRACTOR SHALL .u.P mw1 rurur re" Izue¢ IV 711EC r w OBTAIN COMPACTION REPORTS FROM THE SOILS ENLONEER THAT THE PROPER I7. RE?J N4 AMT REPLACEMENT REPLACEMENT O' DOMING SURVEY CONTROL. INCUDAG SURVEY MONUMENTS . DEGRADE COMPACTION HAS BEEN OBTAINED) AND SHAD FURNISH SAID MONUMENT TIES AND BENCH MARKS SHALL BE DONE BY A REGIS/ ED CAN ENGINEER OR LICENSED INDEX MAP IB CONSTRUCT EN/NCED PAVEMENT PER DETAIL 16 SHEET 5 6.579 Sr REPORTS TO THE OWNER FOR APPROVAL LAID SURVEYOR MONUMENTS SURVEY MENTS TINT WILL BE DESTROYED AS A RESALE Or OHS' CG57RLK7,OV SCALE' 1.-200. ) SHALL BE REPLACED THE CONTRACTOR SIMI NOTIFY THE ENGINEER ONE NEC' PRIOR 10 fl CATCH BASH PER STORM DAMN PLAN 9 d a IS THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN CONSTRUCTION SO DINT TES TO MONUMENTS CAIN BE ESTABUSIED FOR LATER REPLACEMENT OF THE • PLANS AND/OR FIELD COVODONS IMMEDIATELY 10 ME DEVON ENONEETR MONUMENT. 18 FUTURE RAW LNQOAIRE PER ARCHITECT PLANS, '' I d FOR RESOLUTIONS PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE { F• FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. 18. DE CONTRACTOR MALL WARM ACCESS FOR LOCAL RESIDENTS MD BUSINESSES AT ALL OWES A 19 RETAINING NMI We NW TUBULAR STEEL FENCE 0 TOP a MINIM 12 12 FOOT LANE SHALL BE MAINTAINED AT AU TIM N 7L ES CONSTRUCTION AREA FOR O MILL SEE BEET NO. 74. • 290 LF IN AU MANUFACTURED SLOPES ARE 2(H): I(V) UNLESS OMERWSE NOTED ON RESIDDWS AND ENERENCY EMCEES. 2' M BLOCK WILL W /4' HIGH TUBULAR SOOT FENCE ON ' N ME PUNS NO SLOPES SHALL BE CONSTRUCTED STEEPER MAN 2(H): IN. II TE INME LO SWAT ARP SAND INMAN AN EFFECTIVE MEANS OF DUST CONTROL. INCLUDING INDEX OF DRAWINGS LEGEND TOP S D 1 NTA(r W� uL Wps�FTE WADER NO 14. PER e`TA '.• 6m SF % ` . f E T2�¢ 'SttEET.4. -` .r _,. , - �,,.-- , ., 1178 IF i 17. SEE THE DIMENSION CONTROL PLAN FOR PRECISE HORIZONTAL CONTROL DATA CURVE' DATA, BEARINGS DISTANCES ETC AEC. DU 07 DEBRIS R BE (�1 - ' �,_, 1 " e .. - _,�,,.. 20. THE CONTRACTOR DWI NOT CAUSE ANY EXCAVATED IED CENT TO OFSCRIAIiON DM NO . I ©COIS N. C. RAMP PER DETAIL 23 ON WAIT 5 Df•OSTED ONTO PUBLIC DAR PRIVATE PROPERTY AAMUR TO RE RIGHT OF TAY WING P/ELSE' CRAOMC PUN - ® I t 18 PRIOR 7D 7HE COMPLETION Or THIS COO TRACT, THE CONTRACTOR SHALL CDISTRCRON WITHOUT PRIOR MAIM MAIM APPRAPPROVAL - - • PAD ONLY -NIURE LOV6M/C7KW `[ A , JETNAIM` WALL Pa M2 /4 � f wp Y �. 427 LF • '°' OBTAIN ME CIWL ENGINEERS WRITTEN OPINION MAT ME PROPER NILE SHEET 7 PER SEPARATE PENNE AND APPFOYAL '.>+r ..i SUBCRADE ELEVATIONS HAVE BEEN OBTAINED AND SHALL FURNISH SAID 21. NO TRENCH BAL53IL1 STALL TAKE PEACE INMATE PRIOR APPROVAL OF THE CRY INSPECTOR. NAIL BEE! Z STORM U ikt - 6ONSTkUCT%DN N �^ ;^ MITTEN OPINION 7O THE O M ER FOR APPROVAL. PLAN 3 .r '4 ' * " I " 0 � "�... 22. A =TECHNICAL ENGINEER STOLL CERTIFY ALL 84007LL CO PAC'7/ON FAILURE URE OBTAIN THE PW/ B 0 M EET 4 STALL ADS V' DM. N72 HOVE MN 930 /F 19. YMDR/M GRADES SHALL BE WANED DENSITY SAIL REQUIRE RE-INTRO O MAT PORTION OF THE WORK IMO. THE OLTNL SHEFI 5 L ,,.. , _' ..'� -' STE=ED DENSITY IS OBTAINED. SECICN SHEET 6 EARTH QUA NTITIES ® INSTALL AD 18' DK N12 HOP E. 771 D` -''% (A) CONCRETE STRUCTURES I GUTTERS CURB AND GUTTER, ETC = 0.501" EROSION PLAN 7 ABBREVIATIONS /LEGEND RiW CUT 17,6W CY. `{ (B) ASPHALT. TURF. GRADED SOW. ETC = LOX 13. CARE SHOULD BE TAKEN 70 PREVENT GRADES DITCHES AND SINES FROM UADERIYHING STREET RAW FILL 14.500 CY. @NSTALL ADS N DA NI2 HOPE 49 if IMPROVEMENTS UPON INSPECTION O THE SITE TIE CITY DENVER MAY REQUIRE TEMPORARY' STORM DRAIN PLAN 7 20 CONTRACTOR SHALL IMPLEMENT SAND BAG EROSION CONTROL MEASURES AS NON- ERODFAB E SMALLS ENTERING CAR LEMING 6PROVEAIEN/S AC ASPHKTICTECOVJEIE ® INSTALL ADS JO ' O4 N12 HYPE I 109 LF , NECESSARY 70 PROTECT THE GRADING OPERATIONS AND ADJACENT PROPERTY. PTAH (EAST) a GRADED SITE AREA B.0 BEM CURVE • EROSION CONTROL MEASURES TO BE IMPLEMENTED IN 7 7 ANCE W M 24. AU EXPOSED CONCRETE SURFACES BALL COWFO AI N GRADE COLOR AND FINISH TO MATCH PLAN (EAST) 9 B.W. BACK OF WALK ®NSfAEt 30' LAA RCP. 56 LE CHAPTER JJ O" THE CALIFORNIA BUXOM CODE. 2001 1 WI EDITION. MISTING CONCRETE DETAIL SHEET 10 e DETAIL SHEET II 30.1120 SF. CC CL CENTERUIE ®INSTALL PRECAST COAC7ETE MANHOLE PER AP.WA STD. PLAN 200-2 ' 21, ALL TRENCH mama TO BE CERTIFIED BY SOILS ENGINEER. 25 NO OPEN TRENCH SHALL BE ALLOWED AT PE EM OF PE DAY WITHOUT PRIOR APPROVAL Of ME DETAIL SHEET 1J EC END CURE SEE DETAILS ON BEET 10. 6 G CONNECT CO 22 CITY OF FONTANA U7LITY NOTIFICATION LIST CITY ENGINEER. E.D.F. EXTRA NAM FOOTING < CITY Or FONTANA SSC 26 PRIOR TO CONSTRUCTION THE COMMUTER SHALL EXPOSE COSTING FACTURES, AND VERIFY ELEVATION WAIL PLAY F.F. fN USN R ©CDIS7RIC7 CURB OPENING CATCH 84S FEB PER ANNA 570. PLAN . TOO -2 AMA ANTHONY SNAP ATOM .BYES Z/EUN90 AND LOCATION OCONNECTIONS. CITY APPROVAL O' KNS 70 EXISTING FACURES DOES NOT E F LOW NE SEE DRUMS M SHEET I0. , ` A 10 FA YL 8353 SIERRA AVENUE (714) 666 -5415 AMPLY COWECTFESS Or ELEVATIONS OR LOCATIONS SAWN ON ME PLANS. STRUCTURAL DIETNLS N EL. LINE ® SEE DETAILS CRANING T ID. 1 BASIN-ALLEY (I.OMGRCLNL) PER ARAM STD. PLAN 304-2. . FS GRADE BREAK ( SURFACE SEE D£RNLS DAN SHEET 10. d FONTANA. 3 5 -6 32JJ3 CONA7CNS O APPROVAL 07 G.B. CRANE BREAK 350-6632 ROAN (CARE M 27. F COSTING OP ANY OTHER fACLITES LYNf1CT M1M 11E PAONSEDDWRS, ]HE CONDITIONS OF APPROVAL 02 HP. HIGH POW/ ®COIISRRCT JUNCTION STRUCTURE PPE TO PPE PER AP.WA STD. NAIL 33I-2. ATM JACK HATES CONTRACTOR SAIL NOTIFY TIE ENGINEER AND ALL Wawa, AGENCES BMIEDNTELY. INV. INVERT SEE DETAIS ON SNEER I0. SO CALFORNA G5 LEMPANY 1205 DUPONT AVENUE MP.SD. MASTER PLAN STORY DRAM & COSTRLCT JUKTON STRUCTURE PPE TO PPE PER AP.WA SR. PLAN 331 -I. ATM' .NCI( .ARMS OVTARD G 97761 2B NO CONCRETE WALL BE PLACED UNTIL THE FERRIS AND REIIFOOCMG SEER HAVE BEEN PLACED, P PR NEW ASP/ REQUIRED RED 82353 162J7 VALLEY SLAV (9W) 39O -4738 NSPEC7LD AND APPROVED. PA PORTLAND AREA SEE arms ON STET 10. I fA FONTANA CA P.CC PpRRAND CFNENT CONCRETE S1 CONSTRICT CONCRETE OOIMAR PER AP.WA $01 PLAN .180 -J `, - (9090�S_ 7 (BODI 427 -22YA0 RRD LEAKY PAWL 29. AU ERGROMD UNITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TD PAWAO OR PAC POINT OF REVERSE LLRVA7ME O . P.Y.0 PO.YVYML CHLORIDE SEE DETAILS ON .BEET M. 2 EA • WOO E PNWLPS Ella S/RFSMELTS. (RID RIDGE CBE .. _.. . . .. . _ .... . _. _.. __ .. _ _ . •`. G , SO CAuFORIA OWN CLAIMANT NT 1711)4 9 -CA. 91186 RCP. REINFORCED CONCRETE IETE PPE • y _... _ .' • REDWOOD (909) 46W54 APPROVED SONS X. SIERNMR REQUIRED REQUIRED UAOER AU W.7 RAIDER 10 LICENENI. R WAY FONTANA. CA 95335 .TO TOP O' RIGHT OF CURB MSBLL NB -STAR flOW -GUARD ♦ OR APPROVAL C 1 ' FONTANA WATER COMPANY e ( EMAIL) RILEY KNSHI PER DETAILS ON SAM' /..°. J d 4 (909) 875 --369H - UNDERGROUND Ji. All RE PAVING armour f RA1lES COVERS AND MINE BOXES SHALL BE RASED 70 ENSILED GRADE if. 7TH O FOOINC 7909) 875- 3100 - MANSWSLWS ATM MCNAET. A MPGUAW BY ME PAVNG CONTRACTOR UPON COMPLETION Or P.AVAG EG TOP OF GRATE ® INSTALL 30' NKOPLIST ADS PVC ROAD 3 HAY. STRICT DRAIN BASH WM4 INTERNAL, ■ ZI3 637 -1231 - APURES 8440 NEVO MCKIIE ( 909) 357 -623.5 - OIS7RBURLN FONTANA. ON 92115 31. UPON COMPLETION O' =NS7RLCRGN CONBRIC/Ol SHALL RESTORE ALL SIGNING STRPMC W MDM H'1CO H-25 TN76YG MITI SOD, MERLE RON LOCKING LID, PER OET.VL ON WEER IL i G (909) 622 -2207 BARRICADES. AND OTHER TRAFFIC CONTROL DEVICES 70 THE SATISFACTION OF THE CITY V VERTICAL DEPTH ®NSWL ADS WATER -DAIRY UA87, TYPE 422011154. PER DETAILS ON SEER II. 2 d CRANFDRO CANYLW MUTUAL WATER CO FAX ( 909) 823 -5046 TRAFFIC ENGINEER V.0 VERTICAL CURVE ' ATM BASAL J FAB42IO (590.77) INDICATES EXISTING EEEVAIKW ®BBL4LL SIOBRECN 5C -740 S7U NIL41fR STORAGE CINAIBEVS PER DEALS ON SHEET II. ',,, EA (909) 463 -9580 NEST N MNARRID AVM CO 1T. AS -BLLIT DRAWINGS' SHALL BE PROVIDED BY THE CONTRACTOR TO ENE ENGINEER O' 590.77 INDICATES PROPOSED ELEVATION UNDERGROUND SERVICE ALERT 1155 W BASELINE ROAD RELOAD WIO SAIL PRONOE RECORD DRAWINGS iD TIE an fMYEER. INDICATES EXISTING CONTOUR INS 18' DA ,PGP. „ - _' " "•� °' ., 15 LF INDICAT PROPO CONTOUR !'-' • "Tv. A°` �,,._ . L _ ,„..,/,-./..."' (800) 422 -4711 MALTA G 92J11 ` `�, 34. INSTALLATION AJV AND fUILS O L4O P LO AHD ANN F OF RS S'ECMITI ATIO N S AVD TIA0 S70RM WAFER OWL/)Y INDICATES CUT -TUG WALL ®`Jt„J NSAIL NW(1IVOU • D SBG L RAM BON SHEAS CLEAN 0TH FOR TE A S S ? f8' PIPE PER DEV D4N REd AM) 5 S IROJ N/S AND STANDARDS NDA RMANUFACTURERS BNA7DS E CRY O _O'-O- -O'-O- DAYLIGHT / INDICATES LOPE L [RUE DE7AES 5ru VOUCH -- 12 OR ALIENATE S SHOWN, LA DETAIL 58 ON SHEET 10 17 FA fDN TNN BREAIETANDADS. $ T - ...�•T'� - .�..� -..w N'LY S'LY _� � _ INDICATE SLOPE > 1 : 1 �y ,' .,,,...., . _.J•..✓'. _..✓ ...,r, Aw, WV € R/M - - PROJECT BOUNDARY vT>I INSTALL ADS 15' ON N17 FIVE. . _•' p ...` ' " 851 LF 1 r FLOW LINE @ NSTALL 8" SLAB 35 DRAM PPE S LF 54• 50• 36. INDICATES FUTURE ELEVATIONS ®INSTLL BLOODS PRODUCT C8-1111 G1CH BASIN WITH STEEL CRANE OR � 23. ALL GRADING SHALL CEASE DURING PERIODS OF WINDS IN EXCESS O 25 MPH. WLY J W7E SHALL BE KEPT CONTINUOUSLY WATERED DURING PERIODS Or HIGH IWNOS 81W ROW J625FS APPROVED EONL SEE DETAIL W BEET 10. I G TO PREVENT AIRBORNE EROSION. 1LM' 14' I 40' M' 1 10' ® MSTAU 30' MEOPIAST ADS PVC ROAD & HEWS STRUCTURE DRAW B4SN. c 24. AU WALLS SHALL BE CONSTRUCTED PER SEPARATE PERMIT. 12' 90' O 40' 12' JO' IO' H-25 RUING BIN SOLD, DUCTILE DON LOCKING LID (WIIINOV/T YNIE.9IML HOOD), WPM 25 ALL MORK WP PUBLIC RIGHT OF WAY SHALL REQUIRE AN ENCROACHMENT PERMIT. 19���• �d PER DETAILS MA THROUGH 630 ON SHEET 72 1 £4 • 26. ME ? NTH WED CIVIL E7NGINIf 47 SHALL BE RESPONSIBLE FOR PROFESSIONAL PROFESSIONAL .� ' 0.5' H-2 ®5 EN MM SOLID, DOME ADS PVC R O 3 NAIL: STRUCTURE U B BASIN NTH OVERfLOW THEN. ' INSPECTIONS CIHNS N ACCORDANCE SECTION 1717 OF THE URFLIRV BUILDING CODES N-2 RI7AC YX, CTEE Ai'W. LIX.W LID (IW/RDl/T MJERAC IDLD) i EA 27. SHOULD OE GRADING WORK BE DISCONTINUED PRIOR TO COMPLETION APPLICANT SHALL ®INSTALL ADS 18' DK N-LNE DRAIN MINI H -25 STANDARD INLET GRAZE ` BE RESPONSIBLE FOR STABILIZING SOIL WIN HYDRO SEED ABS OR OTHER APPROVED METHOD. � I (DUCTILE ROIL LOCKING LID). PER DETAILS 654 THROUGH 650 DN SHEET 11 1 G PRIVATE ENGINEER'S NOTICE TO CONTRACTORS: " ,�� . y �� BROOKS BR PRODUCT c1 -J636 CATCH &45W 04DB STEEL OWE OR - - -P'1 CA9 cac ® MP/DVED E 0 4L SEE DETAIL SHEET I0. I fA THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES ,i.,. CONE 90E rMK , q SHONN O' ON THESE PLANS ARE OBTAINED BY A SEARCH AVAILABLE RECORDS TO WMX k M. CUNCCURB 9DE KM. 1 ®M 91404 EQUAL. BROOKS PRODUCT 09-2424 CATCH 845N N'RI STEEL CRATE OR ' THE BEST OF OUR KNOWLEDGE. THERE ARE NO EXISTING UTILITIES EXCEPT THOSE • GUTTER CUB APPROVED EQU. SEE DETAIL ON SHEET 10. S G ® : SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITA LINES SHORN ON THESE DRAWINGS. THE ' ..E ` -", CONTRACTOR FURTHER ASSUMES ALL UABILITY AND RESPONSIBILITY FOR THE CITRUS AVENUE SIERRA LAKES PARKWAY SOILS ENG/NEE/ APR 239-027-02 MW 09 SCALE IN FEET UTILITY PIPES. CONDUITS OR STRUCTURES SHORN OR NOT SHOWN ON THESE DRAMNGS. MIS TYPICAL SRLTION RMA GROUP 0 1 w. A THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY 575 10852 EDIS'ON COURT ®W W No- 615 1196 WWI! FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF TANS RANCHO CTUCAMONGA CA 97730 RAILRM0 SPIKC A7 7NTERSECTlw TIE WARM OF 1- 800 - N30'06T AYOIG LL OP PROJECT: INCLUDING SAFETY OF A PERSONS AND PROPERTY: THAT THIS SHALL PONE (909) 9H9 -1751 O [171515 AVE MAO U15 CEDROS Slut n. N4 LINE ....• T0 0 0 MI . VE 1 FA N INNER PRE l0l. .,,r HER LS 5675. VAS USE AS APPLY C SHALL SLY AND NOT BE UNITED TO NORMAL WORKING HOURS AND THAT THE PROTCF SVEN LAKES VALVE 0 d TIE ST SIDE R CITRUS AVE 47W TIE'... O 9EAMtxGi TOR THIS WDID:6 36C334619 CONTRACTOR TOR SHALOWNER, L DEFEND. INDEMNIFY AND HOLD THE O THE CITY AND THE ENGINEER DALE Or REPORT: NOV. 2004 MOOR u61.59 ,,i - 11 HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH - . THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR UABIUTY ARISING PER R1901CO . ME DM an OAR CITY OF FONTANA, CALIFORNIA FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. �/\�( \ /,�y'I D p SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Premed Under The SA9WNo0P a: e� J) 1 \ 11 •. I IA PREPARED NTEOFRCE OF CONTRACTOR SHALL THE P VERIFY ALL CONDITIONS AND RS OF THE DATE OF APPROVAL HIE,11 OOLF AND ASSOCIATES. INC DI ALL DISCREPANCIES ES TO O TINE ENGINEER PRIOR DIMENSIONS AND SHALL REPORT COMMENCE WITHIN TWO YEA TO THE COMMENCEMENT E ENGI WORK. OF ANY N. NEER OF ANY SHOWN HEREON AND CARRIED FORT IN A DILIGENT MANNER o 66398 I 760,AS.MICHFSIERAVE ONLY jv THE IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO NOTIFY ENGI PARCEL MAP N0. 16712 r... DISCREPANCIES. 1 9 ,. - . ....:. . .. ...' . .. 1, 0.:,.:1.. DIAL Tw WANING OMATno. CA91T61 AS SHORN THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO PHONE (9C.17378151 0®p R. PRECISE GRAD /TUG PLAN 11E CONTRACTOR SHALL COMPLY ROTH ALL N.P.D.ES REQUIREMENTS. BEFDIG E ,I DA A . 91 010 CINNGED SD WINCES WINCES C'O YNS .MAX 2005 CONTRACTOR S AND ADJUST 70 FINISH (TRADE ALL MANHOLE RIMS, WAT VALVE BOXES. TOIL ` OCT � WALL SIX BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Dal.: =MD M: AMMO FA MAIM KC ' C TEE 1 UTILITY BOXES AND UOS, ETC. A PUNIC SEIIYI (0N IM IB SERVILE 1'IQ ME 00 WL STANDARDS IN EFFECT. 688888 8 -80-08 RIM CLD /1 CITY ENGINES RC.E. 51152 GATE 4 . - \.___�.,. . -- _ - --__ _ _n _ __.... _ _ .,. - -__ _.._ - _..__. - !/ CALL 1 = JO FF , .............. ,_ G j f/ , , ... _....... ..... ............._. , , /' ft i b • _....__....... _.._....._. -_ __.. _. _- l._ -_..._ _ ._..._.. / . -. LINE TABLE .' : : _ LIE LWOW i fy � _ , - . _ .-•••• N6BTa 26.7.5 r - _ - � - . • t1 Y5W /0.10 - _ - - (7 - \ , I E,:, LJ S7JTM'ISW 6515 n _. .._ - 4367 .__ -.� - 3 - - ..... -AVE:- - SlJTIB IS'w - � ......_. I . `" ..... ._....._......_..- ...._..... � ) _ .._ _._ ...._ __ _._. ... ._.__� 3 L5 N2308'I5F �� 11 �E A d o t l i _.. ... -_ _ I ( -,i U \ - ` \ \ i .,'1,'I;_... \ i 1 L6 N211145W 64.43 .... •-•„, \ \ ..,, J . _.. ___..._... ........_._.. -_ \ " \\ - .._.. \ I • I � i 3 - _ L7 N681235W 191.,4 • \ , ! ` \\ TTDBOE III. _ 9 N00D000 16.91 I ' LB NO0 - ......... ....._._ __. ___. , 8718 ----......._,...,- •: ._..Ja- _ ':TF� _.; -._ •-�.. \ ` \\ __ „fit; LW A45WYgF ,B.19 ................ • ___ _ _ _ __........_. -. - .___.. _ _ 7 NSI33?IW 1.169 l ..- ...._ _.__ --' "- - ..._.. ._._: •.. c -- - , - ...._ - - - - - -- \y 5 Y. rat, IIIIIIIIr esD ON SHEET r3 ON toat MAN SOLID, SHEET /Q I, HOPE - _..... -. \ ; \ i i --"------•-•-•'..--- �T _ 115 L76 NOTTOWITE 2251 • „\ `; \ .J I �'. "'-'- N01f: 7•" T � � .ea � 4 � � _ - --IV �" .1 • : - ---,...---4.--.-7-••••- _� `:i••4%,, - ' \,y r ' j f �'. LI7 N66`A5'/9F iS57 - `:s. r`�'' r•(Tv ' m P r � � II t - - - - -- ' - - '; , I I \\ L18 N89`4 5269 � \ ` \ �1 �/I tfiDlWayy ` l.r �. \\ !' r ;;A Leo ria.y / / L � \ : ce r. r z z6 -_ i ter WOWOOt •= •• %i / o/c' yyw�77��� �; _, 3.• .> :i '1 .': .aa.6 * .� 6 LTS N00Y8'HF 1509 \ ` . . \ \\ \ \ \l - , - � , PAO I3" 4 f _ ~_'� l `Y� - i I ., ? � ` I I • . r 137 10. i • \\\ \ '\ ! ! ��# o o,' \ r i alRl£ VALES LENCN rARFNr \ `: !, a 22.50 /7.67 9.72 ` • \ , : , 1 �,\ i /1 ,' / 1 : C7 1230 17.57 Affi f' I 1 j • I 4 I 1�' / ; ' T I \ \ ' E {;.;` ; J"1 . ' � I : I / I %r ` ' '' .� • \ • ..1 t , a , ` I� -� _. / / I ." ` MB t ' 7. I 3I. 21. \; ; I !;1:1;t a +, �A ' A' r' 1 ' I` ! • a,�_ 12, t 1, � \ , I I i I { € i' • ' \ " 4: 1::,:• i r t r. I ""; / T � °I• ' " ' , . :0 ! ' I ` `; CONSTRUCTION NOTES ' i I ' t i i:: 11 lI 110: f Y r 1 „'. IF3re 6o f h i ; 1 i \ i :, r ` - ' 1 i \ o F 1 41 1 f t 7 r , : 1 co,,..,„ sco,,..,„ r ur a i ! ` ' \. i'I!' - so ®ISTLL ADS es apt 1 , ;, \ i '\ I I, j ` I i ' i ; ' : i i 7 �/ c, ' ' :'� f.,. ,'tJ 1 i p si I ' 43.-,-,4,i IATHL ATS 24 PA NM f i ! h , �' ` . + . { " ` af r .,.......___I 4 3 , I - 5 ^ I ®DAD tL ADS Lit 111.2 111.2 Nl,� i � i I , i `: §.. 1.1 ,' 1 `tj ! 1 Ii ?� ? ?p f i /f' G f / -- I ' I , �` J' f INSTALL JD'DA RCP ' ' ` %t \ ° I � = , ® wso u PRECt97 caKLVETE NaMINatE PER AawA sTa PLAN T00 -1. i i 1 t t i r,y t It I ► �' } / " ® • i : .p f f 1 }' : , t j I dl!!! 0 , F 1 1rS � a ffE tE AHS Lw slm ra 4 t \, i • • • t j ; \' I'. \; ; ? F I `` `c .• 1 -1-,': ' 4 f ,r _.. _ •• 11).2\e; r um a " s _ W d i 1 j i ' ©cnvsrmcr cLne LrvNOPENING coat BM tsw rot ArwA Sm. PUN Jtm-520-2. , i / , i ` i � / l aET.KS' 1 ! ( + r j a S.aor IN. I t 1 1 . ■ ( I 1 , + i pi ? ? • ` r , f p - Q -- - r. ® SfE !ETA LON SHEET CATCH t6lsx -xt[r (Lawct+tawwtJ PER Av.NA sm MAN JD4 -z • p 1 , , t ' Sj, 1:1 ' ' :10 r , r ° q r e .: fl 6 I a, w ' Cd ": 1, •4. ' , P . [ € . t SEE oErAas oN SNEEr W. t t ;'` };/! i ,S L J I I 1 1 1 .D , \ � ® LW51RLCT JUNCTION STRICT ME PPE VD PPE PFR AP.NA SSW A.W .111-2. . i rMgt* y i - m ►y � � 1„ , ►t• (, Ji SEE DETAILS 6w SHEET la i `S I 1 ; 1 ! .';'• U i t f 1 �, I I CWb7RLG7 AACTA?V SIRIAL7I 98 PPE ID PPE PLR AP.NA SPA PLAN 372 , i I : -t. ■ i , , i , , , , O �, i � , � , � � (, � / °"' _ -- . 55 - - - - - � � � ; i ® sTE Laws oN slrcr ra i ' i : i , `` j �u �_ L - . 7 O '- L "{ i ©Wh57RLCT f1IK7a7F CLAR ER P.IYA SID. PION 380 -3 i : 1 t t I \I ;t t t! 1 . , I - ' c., f - "s '� ' f s = � r 1 I gE antis 6N s[ET IX ro. P A 1 s i _ /Y � i1 a 7 3�fa�iu I 1 , , 1; i e f3 ` W 23R. . 1:54,141: ' : \, t , i �, Ii; , � E . .__. _ ...__ p j II r i osr4e5 .,,, 86V IL- p 1 1 ' \ ROWS D"C N^ i8 la C, - t+ � 4 4f I - 32 0�vW .r- 4. 1� 1 :t ®MSERE NRI -SGR MN -Cum + (a7 APPROVAL £996) ABET MEW PER LCTAMS ON S EET It. , , , ` \_ , , 1I 1,, • I! ' r -._ ` . _ - i i Iswf Jo' NncrltsT ADS PVC ROAD N6n srmCn/� Bratty eaw h j `, , ,r , � ' . 7i + t i. '! ~ ..._L._.. .__.l. 1 {� ! `� \ . '= F t I r i ism gamy& . 4 , ! , ( i ' j ' ' I < , ` i T I r j i i I , 1 3 ® N00D, N-23 RUM cat =RE E% LOCKING LD PER MLA M. _ i 1 i ` 1 , ' / i ? i ! -. � f x 1 1 1 ` i r , , r * t t ., L ° ' / M -K r V ' _ -- \ -- r :[ ♦ ft 4 ' t• . I I 1' ? ®N6TAf1 ADS MMIER- IIINUIY LNI, TYPE 4220E144 PER ARA[S BN 9EEi II. V I 1 t. • f ! \ t t r t i 69 ' ,�; i . T 1 , ®INS t .. -.- TALL SIa4VIEa/ SC -740 STORIMITER STORNE LYAVBERS PER DETAILS ON SHEET 11. in-* y �4 t �.. t i i ! i 7 / f"' 1 , • I K \ • t _:_ : (j L. { wr ® ii • " , ^ � � �" �: I i 1 few •' , ' (- i 1 ' 1 'j ®MSTAfL ADS 15 PI N12 HOPE 1 ( ( i i j \?/!',11•.;• + g 1: 1 . „ II `,, i � 1 ?° ,� : l's i' 1 t. : .T rV - . r I H" i t t k ®BSCUL a SW 55 LroBw PPPE. c1 r , $T i t i p I 1. € � 1 , �! i ; , 1 1 6 L' •T, RA, : .., ����j��- „�. ` r,` 3 : � � :� t - - -* � t. - 1 . . Aim .\' A) I . r � i i;; - -- �, _ .... _ t ! ; o it 1 0-.. pp T' ' j- -.1 - " -. - , t-`.� ''.�"�.> - .r ., ... . t i ' t t \ 1 t f i' ° T , A " '� - 4 T `0, ' ; INSTAL Lx0ora 61705L T ce -1212 6Ta184 4 Arm sEU m4Ir OR 4, ?} ,,. C t ti � a � l I. / ; t 1 ! t i i f , ,, 'f ;Q a , // ; 4A1 ►j R ' - `,€ '\ t _ i ,z. APPRJpID capRl. SEE DETAI. Ew sEEr /a • ` \ . I r ! " ,�J , _ .__. ..T A !, 1 1fr t 1 �` + i l l/I , L14 IIIRMI 014.17 ® IGM .50 NYLOPLAST ADS PVC RO4D & NW STRUCTURE UN DMIN MAN OVERFLOW NOR, rt e py::. t •••'''''''',.: �, : , . 4 ; I ; ; ; ; 4-25 RI N6 WM SOLO. WCR£ WON LOCKING LLD (RATM OT S,TERNIL NOW All t i : } f , , ! + \ ` i ` m w ' ; ,�( INSTAL ADS re at IN-U E awN arm H-25 STAIKPRO MET CRATE 4 :1 , :1! 1 ; ^' , j ' r(1Y711,4;?" ; ,; :, i %,'; i ; ' i , ' T � '` r o+ . y„ i ! f ® (D6cTME Gal La6LOCKING LID). PER ¢TABS 654 THROUGH i • i ' e'P'a : ' F- 1 i IS . 7±---: -- - ,"r - _ - - ) ' � SHEET r Htr 7'7;7.1 ? r C \ s * ' ~ -, ; rwsrAU BROOKS PRODUCT cB Ja7a LATCH saw NM srLn ceITE OR • ?'rr= . `� \ ' 3a� I ', r, ! ® C0941.- PRWI/CT to -2414 E fltvN NM STEEL 9147E OR r 41.7`'1 p [ . r i i i ` r Tl \r illdir,•"i441rr' •i 41 AI ''al ~ / ` } \ _ • n 1 1 • EOVMt SEE DETAIL ON SHEET to. • t v:r `• :i �rl /7 /: " - r �t - . '7 � I f/ 7 , i i \ / ::; / jri ! 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THE UxITS WY BE WRm VSIHB 8AT- r l � M rx[ a rro' � � ��" 'r�+wlrBe rt<` wor" secnoN i � � I .�. f �' _ re Ar rn roE R�nFR mw AT mE Riw' ulE � p � � � a u rEO STE.Y FoR A wwwN or Iz xoF R x PouoaED Br s wrs ar �• I '- � � .w. aw Yrlr To"!:w SII' m'wx"""I. w w w .o)}m T io"�FrE - T - -- - - -� H euM rxti W ER [URINO OR YEABRAxE [URINE E VNITS YlE WRm BY INLET TYPE 2 -L��� Fw1 (TRE 3} mE BW mm (N7 [xrtxaDx BEVwD 1 a � � " f/ A E ALTdWTE YETNOU. uE7 SHALL xDT eE 9NIPpm PRIOR To B � I m wYl K rally rY ow.m rear. YD aYLL wi e[ =�I. �� 3 ME a/W 11lE n r REWRm wMl BAPt DF xAUt IS eW mm 129 �� 9AYS AFTFR CASnx6 HOR THE CONCRETE MAa eTTA1Nm A E aYPm �rWiwel� . L� - oR YdE dw rlrc RAY uxE: NDRCwR.•Tlu Px�E sXAU Ermlo '+v )k' u; �I � rRENDTN of zs ,W. nSOO � I '' � x NDl. K aW � iaown naw YD w LDIr ' (sm W rw . �'"E "/w INE Ix wr EMxr. •t-3 WNxoIE 9TEpa aNALL [ONFORY wlTx 9TwDwD PLAx 83! 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TIIRI OR QR f.KIE TO i1T sw1Y,Y DYCR TIE W)EIDE OF 1NE Yew LIxE ::_ •+••' � r n rxw J wsrwx sRON [>:xrES axe wrx rmJU . uo mm Ya PLAtl I! � G � � SECTION ao m wn Wlu aF oN nIF uNF Alo aADE ar rxF wrECral PIPE � ® °YP° //,•��, SECTION Z - Z r e SECTION M-M R RaoR a rxE VuN BALL sE SrEEL- TROWELm )D n1E fPRxp LIxE Dr iYww ->< Y. rx[ ererM xrto THE PIBE fxµy aF Wi ANp rlNrm To flT txE ' w v � � � `+v 1 T 8"8R' SADDLE CONVECTION a a� T ND rMr YILL MOJCCT 1wrNIN TXE a011E Dr THE � �• y _. ` / m onaaeloxa sxoWx W rxu vLw roR METRIC wo nwuw awn ANe Nor _ ESACr EDUU Y �LUC s. a r:TRlc .uuu ale wm. :CUES ua roR n. rx[ wlaFCroR nPC exAU x awronrFO sa Sxorl K wu 1 ro a va La1FORHY <xArt91 ulpeeNlPwucYlduYABBOWTpH .®UINNa OWFwpyL0laPitR - <OtL9TRV<TIDx axLLL BE MEIRI< YeWEa. ER<EPT RFIxrORGW aw�al2Ea IN E 8N VXIT! WY BE fUBlTITUTED iM NETIIC BM SITES. F fNN.I IwIrD _ WED. LLL vAIVEa VSED FOR [gaTIEU<TOX A141 NE deLnX VNI f- wmm RA�ING CATCH BASIN -ALL �� 3 � 2 GRATING CATCH 9ASIN -ALLEY 904 �2 Ar3ecw J{1JCFDNSFRUCIURE -PPETO PPE NET """ � ^'" vy JUNCTDN 8TRUC7URE PIPE TO PIPE JUNCTION gTRUCTURE -PIPE TO PIPE (L�ONGfTUDIAL) {LONGINDIAL) ,�,. c „�„ D ...,rlw ArDaeallnrsrroAaaLYmN •aanrEKeYwwsR UYnnI ,ww,.,l,,, , ". sranseANrwewoRNBAfsoo sreN- fanlelKeurDlaaRnwneE _ � <x � �_ D >BDDmm M�D >72MAN LRED 331 -2 JUNCTION STRUCTURE -PIPE TO PIPE INLET �•j o y � <fpp nNn 332 -1 332. I ,ICSw„la,.,,w „I.,."ww,�,w�a.- ..r ., D 2600 mm (24 ") OR > 1R MAIN LINED !D 5 BBB RNR (2{`. n .K, . _._- ./ v . 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GRWND 3 OR PAVEMENT AREAS � ��. r . � ®� a. wNRF)c dra Nor x wm roR A alu awK w � � Ik 'c � �' _ � y � �` _ ®SsLTu7 Mww w� � ��®• •\ f .. �'� - ®QSa mYlernR ruFa � ���� � ., � x� � '� _ 1 ..•I �� / `• � "- ®® A rlde vEf er arrmurt aWr[Fws arc JoDlm rrx • \ \��11��1 � J_ //� .��. �,,` .... •`"C�� s - co�T ��ao r d•u sF nlwF a TxE wed N � � �%I ', �,,. -,,... �., Y�'.S:D ,: ..� �' r � l \� %/ Y !'�� .� ®3T - �B. nr Fx n °s wu ro w L`�taiix � w.FRn w _ II� � ®� w1Fll P IS t11EATB1 TRYI pb JDw a0rr 1 - - ' p, `-, ®� arc IvIF°EaII1R""'m� TIw uW .. crn czar. wLLAR o[rAlu �� � � 6' JNN !' � �. g A w •n . ',�' �C�: � �\ � I 8' P.V.C. MAX . .�� // Yrrrsw `: Yr I >.asaRY nY, E roR vuF fla ror usrm uaE Rm sla LYad. �� � rmm I I •MAINLINE • ' e 1O1 T. �, oL al[Nr d11LL mlroKl ro AsrN s w N u wl a.DE _ / m � \ � � \\ i (PER PLAN) � O�R yEp , E� s. Fa REUraRUw a.REWTMam rxF KYCTd a nIF nRwuR � / so I" "wf �� � ����� � � w BEDDING C��,. � l: nd wlu u wwi rsu DKESaI •.r. ._ �_ a "� D ' H R <Dwd ��ri' AS REQU'D � • 8. REVIrMtwa dLLL Kyam aaBlF TK 1PF gA1Erd f �j ����� �� 8Td TI•Ram a121•I Ytl M YL Px` wNM rxE erAZf f ' /��\ aLTxeFN T«C dTREK WTFR LxDB If )a n7 011 LM<EI1. i '�4 � - �� \ / � ,��� Ip.�l � crwL.R TIFa. ruE aYCrtR SRC nnp a "` I :� ( rr � O Om � - ® k1 ®� U311' -��s k"�_ -�" , :Y `,. �- , � am ..�zn oR LESS 3 i c u ° = � � aW Fn R ro MD wl no1 s C ado ;ao�� ml s ��� � 1 � � � � -. OPTIONAL CLEANOUT DETAIL w �`�<l�� t' g � an w. s rK s.za enaFd rnF qaf d<¢os n mm n•I. rxE 1 � n ! n �" w Q �� I / ... ,. .� � - ` .� Oi <MWLM TIES WILL K NIO1[Aam TO WIMTAw W + � - _wO \ �I/ � O y� ay YPRORIWIF YWNf 01 W srY 0.[. r C�3CtQ!.r ` }/ _. .. ._.,.' � Y � ., .: - .• . D�FTAiI 'A' aut rit r fix+ YwruK ID. wxBK TIE rIK It ar3 x. Rrl DR Lms r KY[1[R w INrtxHlll ' ' avrYP. +aN -MC w ml•L. wIdIK rew FoRY or uNSe s� -rueF oR Fau•L w.0 K usm To a � l 12" i2 "CATCH BASIN :.rte ...... / �\ �.._ , , �� ' k nrsaWt"`i I "� JOINT. nN: rArFN rom WY K / WITH 4 WADS � i�o � <.I...` r w �-- •MAINLINE SIZE PER PLAN. .. �'i�FNlrt w w �i�B: rizfls '�T' ,��' _ iFr w n IaEF of i Y q , 1 wml R n y ¢ mF n eW mm Iz,•1 __ � ,•" s'[ z°'s.Y , � rwi wn ��AI� °R "" ra N » s �rr S�iuL w" COVIE I"'I YeL ° Y fl m mnl N ° ru s - : s - mm'�wlr CLEANOUT SIZE SHALL BE RAaADLD sPYH Ar p[mSFtrpl rxE suReu BF W� _ ��m rwt. rc . I "KA�iL' PoK[Fw _ . �w� NO. 1212 CB -3636 �rl�Nlt�q � p � �N.�L� � Y,r � •� ® •,., - ° ^,J ° c M N 'i w w: * r R 1° a ' w K a .�."w`m'��M" W .exrwom [ewR[.[ .IPE R arnloYS Slnwx oN rxn rLw rox Nrnl� wo FrLUx awn � ��� SAME AS MAIN SIZE UP TO 8 FE�F \ r` -.___„ � -. �� • ,m 4[� er w[ a/( M"W wE T EteR FWLL ILLDFt. w rTl ILVES YIE Vfm ALL i feDpp MIN:[! fN: - _ 01 M [AT[ SmE ? Q1RU3 AVE TIE M95 Di BE'rMEF iVl MS .........r r'..Y `. .. rK yp al mgrRV<TIW axeLL K� TIII<Y•Ly�y� -- - -- _� BQ10t � I,a)�'J9 _ °lMt KIM Kw0 aM S 26' ENGIa Uw [ SYaETIY r R .ciRw wl aas. Ir ax�Kirs aid [a rrYFS IE,E Itreol oF[asaBl riE � dBt mr KE _ CIIY OF FONT O .oR min,Werxr aNFii`eF ENauaN wN:a. SI 5�7�� ��� I sHOULO coNSrRUCnoN of THE REOUBiEb IMPRGVEMENrs Nor pq�p u,dr n„ S,yw a : ANA. CALIFORNIA RNSSS CwzYHlDwoladAStooLnox •aanlsaNCUauweNSrlel _ '� ') �� u_� II coMMENCE WITHINTWO YEARS OF THE DATE Oi'MPRWAL :�•- ���"�y sE op�jyBl � STORA/ DRA /N IMPROVEMENT PLANS { CONF ' .REF1E OOUAR I�RFCP •"Y"""- we��JJNeB .,CrIwwA.DCYtIN..W11Nl.I GLBCINRbY.Id ff��r X11 JS ` 988mmf12"17Fi1000i11890mmFT11 380 -3 COLLAR NDR RCP 380.3 `� SHOVM HEREONAND CARRIED FORTH INA DILIGENT MANNF3t• 1 '�' � � � PARCEL AIAP NO. 1671? ,��,, �� . I aa-a� �,wr 90Q mm X12'1 TFIROUDH�1800 RNn (7� a. I � � - - -- - � DIAL � , rw yoaEFxc THE CIN ENGINEER MAY REWIRE REVI°uIONS TO THE PLANS TO � �y �zal6r s w ��A� � ' - BEFDRE I• wn lESmE A �� '�' � YW DIGl�Y�) Yw nzG BRING THEM INTO CONFORMANCE Wfft1 COFDRDNS AID �`t'.t+�`�' Dde: e�R MIN~ resat ad mL FLEE 1 -BOD- 227 -2600 s Puatc mnrcE n uatllOellsm tEwEa pESBT � � 1( STANDARD3IN EFFECT. � '� ./ STORMTECH DETAILS / NOTES p l 4 0ECrW FOR CLEANCOT PORT GRANULAR WELL GRADED SOIUAGGREGATE MIXTURES, ACCEPTABLE Flly MATERIALS 1 1 I I 1 t 1 I SC-740 END CAP dSX FlNFS. COMPACT INBIN LIFTS TO &59L PROCTOR DENSITY, 1� hi 1rur;�p,� HOD p SEE THE TABLE OF ACCEPTABLE NST TO N% PRO IN eTDRMTEGH Bw10 AND ID TSO CHAMBER BTITEMS NGUL CHAMBER STORMTECHS DESIGN MANUAL, INSTALLATION MANUAL. STORMTECH GENERAL NOTES % - WASHED, �1 I III I II I I I I I CRUSHED, ANGULAR STONE OR W W W.STORMfECH.COM. STORRECH LC PSTC.rEOP) REQUIRES MM.. SKYE PINS. i BETWEEN CNWASERS MOWS AHD AASHTOM2BB CL SS2 pIWa MMNA °M °M TwN CONNVCTO.TOUSE UTOBMTANOSTORMIECITS 6 ANYRDPERMETER MUST FOIL. INSTRUCTS. AS ,HRO.v M. Vim. R NMFRPMMT...EYIB.IR NIATHONINSiMUCTSW9PMDMroaED.MRrw SuGTEDwmE MOST DauwrtvERManp NON - WOVEN GEOTEXTILE PAVEMENT ro a er SY .WATT „T.I. °* ° °. INSTRUCTIONS )21.1!IO AI!1 t� wi wi tvi wig/6 ! 1 II �"°° J 11 I 1 1 wig L_ — 1 h :1-'''''''''''''' :1-'''''''''''''' T[ OUR TEawI..NVr..3 DEP,wnRNTOFTers . SADRILLDIDOVERTIE OWNERS MUST FOLLOW I 11=11 , -, >1 y c3 v, ah `" `a ' 4 ` 1 1P BB' o R .� R A.m. I •' WATANH CONS1ArT TION.° INST.. T MEOUS.ENTO AS wCGTED IN THE ROST CURRENT F--- n.rACTUAL LENGTH _ ...+1 I.MA - INT...aONn m.Rr CONTRACTORS. CON, R TECHNICAL SERVICES VENBIONOPSTMITEOTSwSTALATIONINSIPoCTIONfl I no•Nmwn I4W MVEAT S PmoarossTEN uIN. n M ...®NMM....TO. "` . O1RIRWITHER {..� TDxB aaMIEmsOHTE ACCERABlEVF1NCLELMDB ATVARIOIeDEPTIMO 1 •EHTAlIID•� 11 ={ 1 1 T 1 1 HAMBEM DIR.. COVER. TSB IN.MTON IS ALSOAVASAREAT II- \ / S eEFarDTHE 1AM m >IREwRPrEvemwc T . . I� . . /� II 1 /'may ^� 1 '. �� ^y , � 1.�~ T ...ITE wLM P OOR YERIpEST R EUHD STORMTEDFB W.NS Vin 1 1 ^ 1 ' 11' 1 , I� 1 n % \\ 11= 1 1 1 I—� • I IGN WW MCE TEPNESFNTATIVF Dl VL9T1MVEINOACR088OR PARKING (N ERD. I��II��I�y�I ���I���l���l��l /� ' ' . . � 1 1 ; 1 'I j 1 1 . 1 1 1 1 . '; 1 DETERMINED BY DESIGN I •RR.IRMCOYTO RECEIVE ACOGDPR A9YSTEIL TEMPORARY FENCINGWARNING (1 1 I ALLATID::STIwDRDNB TAPE ANOMPROPRATEIY LDGTED SDHSAIE 11 =11 II II 11 =11 II II 11 =11 II II' 11 II II .11 II 11 11 II II 1 :II 6 MK' "` cGMDwYDBEDroREVEN DA R ORgDVE DEB 1 - IL =1L II IL II IL JL IL 1_L ! JL =11 II hIL = ll ; ^ .� „ • S PAREIIEiROENON WPVMLT,COIOETEPA ETC) FRDAINTERNDHDMrmEmNSIRCImNMEAM 61' — - 11- 11 -11 =1 - - - I „c x � 4 R i ` s - @ r L ,. — MTN MMIIMCOVFR 910 INCHES NOT R.UONO PAVEMENT, B THE CONTACTOR MUST AMNV ET.NON ANO 9FDMEHT MA.MAMCOVBR 940oOES SDP. PAVEMENT FOR CENTRES TO PROTECT TIE STOIAWATEA MN. � . ,�(� ” RBTSLATD,S THAT S TM.EwE PAWMENT,aIERE BrsIMI PHASES OF E CO SCE PER DESIGN ENGINEER IS RESPONSIBLE FOR 1 ' =.- -12 NIN.lYP. PROM FMCS. MVVOCCR MwMUMNEOUxED HOCLCODER/VW DEVON ENONEEmO S%CFICAlmNB. ': � RUTTING I CwsR9MMMES NA VA. COVER SS SS INCHES. STORMTECH SC CHAMBER ENSURING SUITABILITY OF SUBORADE 900.5' T Irilli TsECOxmAC OR MUST REPENTANT DISCREPANCIES m ONIE WARRwRV FOERST.. TO O 148&8S2 - 2�4 / MIN CM.. FDIM1ATAYl1M1FRMl. BURRO AGOR ANPYGUSTORMTEtMAT TOR NOMwALONM9ER SItCI 04 :1), -t A GNAW. TO THE OERDN ENSNF➢t STONNTEOMCOM ME NMR STORAGE LENGTH) MPa]O F E GPA ET MM. DISTALLED STORAGE CHARIER Si tlYNB FEET I — _ _ — = _ _ .;.. _ ,�• __ n R.w2NONWOYEN pErnEltnE ryETER _ i_ - _ - - - TOWS Ic FEET IFOR TMNULL1.4.3Mt TYPICAL CROSS SECTION DETAIL STORMTECH SC CHAMBER SYSTEM _ - . I.� - _ _ _ _ _ _ _ _ _ _•a FHCm x� nHBBIw1mHMaMxwRw PLO. NOT F IMH9r BE USED AS NNGTmwTTE PROJECT •SEESTORMTECH'S DEMON MANUAL O O ADS W.O.U. DETAILS /NOTES 0 TRENCH AN➢ BE➢ ➢LNG PREPARATION -- ADS HOPE STANDARD WATER QUALITY UNIT FOR UNIT O PI Ariwr IINTT A N➢ INITIAL 6A('KFTI1 ARSX RISER (FABRICATED INLET & OUTLET) BYPASS FITTINGS • _, - - SIR TWIT O •TER _ — 4 xi ADM vm I MM. Ta VA [SPEN RIM DaEr :SIN z. � AHED _ 11-2 FM. PRE REI E mix )• / \ ;7 — — um STRIED . 0. rip NI 0 CONNECTING THE BYPASS < OUTLET END) (3 CONNECTING THE BY-PASS INLET END) w �� ��' .'? " 1° 95X °D ,� .1��_ A' VA. i A: % S l£AV A IE. a lie OIL ■mm••_ �; �� s AAwM MI► �� ADDITIONAL A CCES S mw¢i HOE sin °ER CONNECT SEDIMENT - - - _ ADS WATER EXCAVATION INLET TEE ACCESS RISER .... - - �' •••' - - QUALITY UNIT FOR BY -PASS FI TTING RISER SLOPED PI PE mu OUTLET SIDE BY-PASS COIPR.ER m sm Qrm �RIta MST Mg ft Nalara P AN VIEW 1-.--,...---.1 1-.--,...---.1 P IPE RY% ev NOTED a s r- OMRR EMEND NS ACWBEHI V® == V I E • L ', (.) FITTING DIMENSIONS VAR L A n NS MEI maw vMeR M M TMHEx MISS CARL -' S — S „ — _ _ FITTING I xSVE fiats pi Or PIPE LcmRRx , I W ITH NIT DESIGN, DIMENSIONS e. Ho me CZNOI w T �IN MMAaY. TIE NV n L NM. I IMS =AG M ,. Na TTVD TACK PM - /„ +,� — - L AN BE PROVIDED DNLE DESIGN , 3. TIE WET m FINAL I ME S MC Im D(¢6 B FEET. IC r MOS. m TIE MIT n RPM 2 = s / ► i l � - „ ,,,,,,....,, - - = B J ji VALUATED. I e i ( ADS N- 2 .S -II � ,,.,_�I�' • ��— 1 e VIII � � 5T L TOE I �TA1� ■ Y NU STS. PIP[ LEVEL ' PPEiR3 6rA E R ION: IBR DLY MATCH INVERTS THE M OUTLEE E T WYE S en L { I/3 I. , a l _ 1 T � = Y $E[T]ON A -A �, W F ITTING VA CMt¢ A. war, NW � � DS T14. RDAS. PUT REDUCING MATE 0 M. . ... -- . � ��._ `° �� L START ON TIE DOWNSTREAM END BY CONNECTING I. CONTINUE CRNECTING THE BY -PASS PIPE TO T UPSTREAM STREAM a VO.MI mama/ PETE . 'Y A..� ON TIE OUTLET FITTING Jr SIRE TO MATCH INVERTS OF END OF TIE UNIT. N INSPECTION RISER M INSPECT. RISER UNIT OUTLET AND BYPASS PIPE 2 FINISH THE BY -PASS CONNECTION TO THE UNIT BY CONNECTING INSPECT. 1°� H = MM. DETAIL 2 BY -PASS FITTINGS CAN BE CONNECTED USING TIE SAME THE DIET TEE FITTING COUPLERS AS TIE MAIN STUN SEVER PIPE. COUPLERS II ill ff 07PAa PM MAY BE SPLIT COUPLERS. IN -LINE BELL COUPLERS. SNAP P COUPLERS. HELL-BELL COUPLERS DR WELDED COUPLERS MOD MLVNF SASS wvmr ICI / /'.I� ,u M WART Q M. V INN PIPE INSET DIVERT p Avxpw, FG FALL RoI OUTLET'. H. t• 1 111 �� \\ : :•� r FOR NE RPE PLEASE CONSULT WITH YOUR ADS REPRESENTATIVE ON TIE AMOUNT OF °°P TD • •, I Darr I� � • T 4 ' I % N 'E - :: K :' I I T. L •.IL : : t• FINAL COVER AND RICER FXTENSIDPIS FALL FROM THE BY -PASS BEET INVERT TO THE BY -PASS OUTLET INVERT a NO hwuVT M. HmR NS RE RASED WOE. DM PLATE ' . DR E PPE • `4 ' NAT. MOM FOR BIIA� MFTB un II DM➢M%EAB M CCM.110N Sm. THsTDMI HAIL ADS WATER ENSURE BACPFTLL HVd51E0 GRADE E T R 25 O M' .11 v¢lo INTO TIM ERIE s @1TTLET UNIT BY -PASS SF�nnN 11-B SECTION c -c 0 LINER M SELL NIO � m r $1 xnm, Dm RMROW'IDE Ce1CRElE •`,'- MINIMUM NAL e..N �• n R. q'p leD A DE m. oc. va+ml DI DATE CRL,1R FDR TRfiFIC COVER FI DO w m 59e1491.......=,,,, E ° R IB . °ED'S LEADING CO DITRRS - ',. aro. • • N °i i vv DI m RR ON.OS D R APPLIES. STAN OAR0 WOU.J ,��. //5��,� :% . CENTIME WITH eY�..SH W r v Re O -. _ - AC,ms. s .. IFVNTw rm uv e= i INSTALL E n _ Mae Id. m ,IB.R wn n a x Cwnwc wIH TIM Sre ouRH reM nNw.o srA rm. An mama. AP.. O comma now ra w .,.TO I —• (am_mT wa TAE. PASHTO NO ST ox = -/ �� �%j' DI-LINE S Rm.. NO B STONE / I - OTS / le ABOVE UNIT BY -PNSS PIPE I 0..... COMPACTED 95X SPD I 10.11.1 BOONCV,RVD S10RO1Y IS' • 3PFRME NDWMIE rumr.ee we. _ -- 9c4E UVE EIDEW@N MATCH INVERTS ••. ••. •••••••'•. • ' /•• ••'•••••••••.•• — � � ' 1 I wsn NOTES ■ � �,, ® 1 OMm OPOrNG L CONTINUE BACWILL WITH PASHTO NA. sT O! nO D ALL RISER EXTENTI IOTOM STORHFIG I Sov ms ..s. �.a �. - >• • SLOE TO U' ABOVE WATER REALITY WIT L PLEASE FOLLOW THE INSTALLATION GUIDELINES SOS �' NAM WITH WATER TO TIE TO. OF THE SEDIMENT PRODUCT NOTE 3.115 WHEN INSTALLING ADS N-12 PIPE O1 TIE BY -PASS WEIR PLATE THEE BACKFILL IS PLACED AND COMPACTED 12' CONNECTION ER IN OTHER DRAINAGE APPLIOHTONS ON THE SITE. 2 ABOVE THE TArT 2. OIS TO GRADE SKALD BE CmNDINATED nm.��.�� 510mR6W y I■■ ,,.I - _ .ne...HNmMm= N.••••• . "^ RrEM eoOr RMLINE 2. FILL UNIT w FpR 60' UNITS CONTINUE BACKFILL WITH AASHiD NO 57 OR NO B THROUGH YOUR ADS REPRESENTATIVE. • . .�.e. ..r.w ..nr a.e.r A aFF.ti ,,, . Fa M.I. , ..Ara�Aa ...g ,..- MAT951FVBAF,HHSICRMEVBT ! �� lbbb I.,.I SIORYRIM— t MY6TT � F`S.� .F. .r+� � . •” STONE TO 2/" ABOVE WATER QUALITY UNIT WA ERE TRAFFIC TIE TEP I H = 12' COVER FOR 36', M 42 OF BI AB' UNITS =Nam II 1EASURED FROM THE T� THE PIPE TO TIE BOTTOM AND 48' UNI -.7En A,IAA M.ti II cs..i... .LM� FFSTOFFn .MM.I. n ••� • A �,. xAO.P>O PAVEMENT OR TOP 6 RIGID PAVEMENT. H = N' COVER FOR BP PIPE iAIA0EROa0.MT0DDEBTIIN .rvorun.P.. nEi'AMPMAw a *lb_ P T r MEASURED FROM HE TOP OF THE PIPE TO THE BOTTOM OF . FOR TRAFFIC LOADING H 24' COVER FOR 36'. 42'. AB'. AND 60' • IS • 30 MINN 8.9NSINUE.E ... pm. •...� Am. rnp, sm.. cm./ ...pc 4..... - PAD S2TIVA BITUMINOUS PAVENENI EN TUP pF RIGID PRVEMENi. CMx p pNNESS O B NTBDINNDw 'Rome_ a I lir� ova. CD l J _ L1 ANww SAN. SIR DI EMTDIP MM P..M .P `~ — DI «� T RFM EM •ABEnmIRAVAraw mMIIPMMFOR aREIRM9 54 0 O 53 .. ` ."°DId� nos u INSTALL ) FEN ..77.7 rs ..'"Zrie4;74 w.�, _ •� _ . j ( M _ ®'.N,.. . ...MRm,. ..M ® F,...MN.. m.�...N®..T..I...I.....,....., -- T�Ia" 1 NG11"..-1.MR CATS BASS NITER INSERT ,.e...,.w __, _.. ._ �..... �. ... ..,......w.., .... a... �.� �.. �. �.... ... FLOCJ IRD CIMBMIIET CP..1 rr. CATCH BARNPITBM INSERT No. 615 MAs MAMA& ■ .�e. RN p. Icommow...s.A.... .. RAtl ' R RAIMD NE NSECmN RAR➢1G 6 MBS•3IO MANE LIMO NET 6 C ITRUS AVL AND AT I LAS IEA CEDRES T°P 1, 6 SEC. 30, USE S AS EVE R N AST SPI PRE Nl SOIL ..............T1 E MSIS N BEMLING THIS PREPARED .a. D......r.Maulw.... ON TIE GST SmE R CITRUS AWE. (j DDRMN 1M6T.59 7 0 , Lam, � I. MTem 01301.10I1 °Aa °oe DN "I' SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT AepaM IMMr ThB SIpeVN. DI : CITY OF FONT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL CALIFORNIA " l w THE OFFICE a ATE asroR DRAIN p, xP. MADCLEAMDABBOCLNIES, INC. ° SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER c C 663ee y �,. Tr AS S. RO AVE MN AT ,D( WATER OUALITY SYSTEM °GYE SWAN DIAL VOIN MG THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO A PHONE (SOB) 6310151 Mon Mc AETAL8 ME APR. 2OU5 �� BEFORE 1I� HAYS o0TOE C ,LS/FS /CC YIXI DIG \r� 9 .-I Y 050 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND F TILL FMZ t- BOO- R2T -26➢D • GLti ` DD 06 D® IM MARRED IT °6'K IR B / / A FOLIC SERVICE M l6 RII SEWICE HOW STANDARDS IN EFFECT. ATE Ott ENONEER R.C.E. 51152 DATE / ^ ill 1i ® *! tier - 1 — 2,A a il 1 I kkkkkkkkkkkkkbkkkPk:11 i`i' b 1 1 �ij d yyykbbL }4bk }kb bbkbk4 lid Z122 I L L L i i: i L i i i 1. i i i L k b b k I! = Q I II Z�o 3151 °? LL Q 41 i kk6kkkkkkkkbA:t I [ A E I ( 1 ! ° ok t I i 1M 111- I 1 466Lby ykb ykb kkk le/ht 1144 �± ! 1 eQ � o C 1 :: L i i i L i i L i i 6 4 !; b 11 1 y e' k h 7 �ibiIi ll i 1 ! fi d`4 f k t k k j k k k k k k li k r ! 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Ohlhdi – :1111 I illillt ai Sikh a e n 1 � �.. i !l it f Lii �Ilg 1 fifif 111 14 Ii ii p 1 'z, / d \� C .�� I F E 15 i �y l i i Pill li ! `d w ♦rb4 m_ ,! - 1 e z ;ebb YbYhkL iiii Mill $1ti mill Ailti 111 1 Seeders � ' W iEN MEINUNE DRAINS USED? I Engineered NUNh .OrMna ePr 18' DRAM BASIN I 1s HLNE CR JN 270BAG_X EasN A O TOBOERM 1EBEAe++wi+ccCnoMNL�iIET GENERAL 2010AG__N 2718AG_ N PVC surface drainage the Inlets 1 N be e hone drain ype as Indicated on the contract x dl h re.r a and .nced w'Rhin the �aect 2710AG_ X spodnrstlms. The duct. eon prates (IT and 15 franae n cast Iron) for each tours. Tinge are m be considered an Intaglio.. rsru ... f. tOMx ..Hares.. 2712AG _ X _ i k w.N o rnem of the surface drape Inlet ale shall be furnished by lM sane ntsnufe . r Tire surfa ce drainage NNMa shall be as m.rMecMpd by Homa I n III 2715AG X mFR f- � � ef Nylopfa a dAisbn of Advanced aNhage System, WO,. priorwproded Tell f Z71 8 4G _x ri C hra =� - : I e NATOaAAN } , - lW7 > , 272OAG__X � ;:I�,I I � hecentred The n drab required for ilea ored shall be manufa bred from PVC pipe Arm,. n ' NJI a m OaonoPY rm 1M ng process b Wo q ' - I •• pipe sbmn b Om furnished configuration. The drainage pip• cermeMOn SUN ehaB be nanuhmured ban PVC glom stock and Irina ,,,I., ,, lot . NS 273046_ X PT.. PT.. b a ratatlgM MDn1 aNae wIN tiro S e Moe eysem. Tlda Isle tightnesDWI esa s conform b m ASTM 09212 for {oinks lei drub L_ CI Tg h A m and sewer Marto ode u O SOO. eledI rock seals. Thee Are beg spigot 1 bo an of be joined m the Ot th surface bole by use M s tern. L r: ■ 'I 11111 ` r see - , row. TYPICAL INSTALLATIONS , ...MN uNE INR 2ROAG01 - Nall ATWNW °TAE wm ' me nreehaNCal fold. The pyre stock used b manufacture be h th ne all body an Moe bee spigot M Na surface a drainage ege , . 1! as 27154612 µyrnonor nwW 271TAD 1pg Twnanrown°a Z J I BAGI T 1a1 x®P i SO 11,1 ,eepdemeeees aaey shell .+R �� Z72718A0013 2718A0013 1m E wa HIE meet Ole meOhenlcel perequirements requirements requnea for MbrkEled TR described aed PY ASTM 03334 SMArdard tor Sewer WC 4�ernd PIp huwacwao Mhos: ASTM F1335. Standard for PVC Gestated Sewer MTS. I emaw awT r _ 2718I. I.I. ..e 12 ..2 The gm. fumNhed M ell surface dralnape Inlets Men be ductile bon prates b7 T.10 17. 15. 15 2A• end 30 (12 add 1S "°pr NAME azvAlnl �_= � 2711N61S X16 �. frames era men) shall be made M for each so ea to provide botamfege Nat closely matches the Mane. xo..PCrm _ • q NN of the surface drainage Wet Grates a dreim be shall of suppoNrg H-25 wheal 1..9 .g b iwavy dy d ffC ol10 -10 . lair lair -'. I I NAE nA N I I /Ceding for pedeefrWr trek.. 12 and 1S wail be hinged to the frame using plo Metal h used Ere le 4 ® maae of the ehpd shell • : WA N la u M I l - TT rb IADVIDAVUE i conform b (ASTM A535 gr 7050.05 forduCtle Iron end AST. A Pave' SOB for an r 1d 1Scest iron frames. Goes Mall be 11.116 xOOma a black. provided painted wn...mem �� WHEN ARE DRAH BASINS USED? i 111. r Ws , Tr r um l 11 INSTAUAnoN s own ME co W The sieMTed PVC surface drainage Inlet shall be [nabbed wig neendalTeable pipe OameNl materiels and procedures The I Nr1E mu I OSPIATON zwaa - E. backfe material droll be mashed stone or other granular aMlal meeting e reyulrmmx a tle of class l 2mMana.e dared h AST. I 2808 _AG_X -- __. nxleEOF • 07321,. The ..face dmbape We Mull be bedded and back -flied rn f y W actordence war ACTH 1)2321. For l 25 Loadpl'Imbd MED. AD MAUVE) . u m Installations. an 8 to 1O• Tack concrete ring MI be poured ender b e T as recommended by details madded the r Me I 812_ X - IF I w Pa�vi[ j nWnulac tllrx i l r KOr • r rm 2815_�4G__X as �Lr �I app I v am 2818 _.AG__X 't _- .QQ� I ® ® 1 1 ,.pr,,,.. r z nor _ f�/�(��fe�.�. .j1G X ��, ^9�P w .. � v .... nM+ �....� 1C m a n r' r .�r 2824 1 �Y�` 2 � -�G_X mar n q rte. `eo - m e e r � wv •� wr wr atIP ...ww1 ..•.w.. An. '°° AVAAABIEwaQFgr TH ROWN. 'O. ° �r a.a "O`0° �� •..ma.a.•.hh vi .a «.. bear sh ...n ' ,.»� : .. .4", ". -®r.' e neauNs • A»srroPFESlasrnaalol.ty. n.mrse�n.r� ....°°°".:mvw°"°1 =w� .�.�. - m.00:mm.:•.wo v _ ,, Bur .. rr r.r ewe a..e I • r�:msna+r .•..n am ten ma rm. I .. • • • I I T INGEO GRAECOVIM HN$ COVER 1899CGS GRATER.. iBBSCGC 99C18CiP '• - -• I Idx®mRATE COVER I ..,. c 1098CGDI. 3098C NM1Emrw RWEed¢m c{N CRATE lea FOREASN MR BSI I FSLIEWYAC�9; OBWC GSL OB99CG'CL OW9CGDL 1099C 1099 C GCL �' SffNOIEi SEE NDTEI SI�NOTE3 NOTE1 SEE NOI SEE VDfE1 3099000 (---,/ p ❑ i.�i .�� l s dm 1 159 so 1599000 us 1599CGP e \'i II J \ /�� /(��" .��J��Nt��( ; E` i1 FMMERnm ��� ( O Q ion / j�jaje�et�00 / mI � I I 'L"'� \ I I � Y A v OO a e J���_ i 1�I O DODO It 1 ••••••••• l I � I ® 1 r! 'TE rTTf ET T7 T 00ME 10 W SOLO 1P DOME '_ _�� r I e pre e J s Sf NllVltO SSDLD 0l ®I Imo- le I I / SEE NOTE2 Sff NOTE2 S i I `• ( � 1 299CGSL 1299CGPL 1299CGCL 1299CGD an I I lot 2A K1a an I m L I FAME 2 � fa } I I mnEeus� ��` Ln 1 51 I 17 STANDARD 12PFDESNe/N 125 12 Mg I f � STANDARD SOLID - T7 � • 1.a STANDARD SO 'PEDESTRIAN I 522.0722 r--.1 SEE NOTE SEE NOTE 2 a � i NOlE2 STANDARD SOLID 'PEDESTRIAN t595CG9. t�BCGPL 15%CGCL N mil; MIRar DRAT . -Lwm $0. 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DUTY RANO STANd1ntlMTE MS NESNFAVY DM RATING •SOE OF DEBARS x3:N BOOR 1BOE6MEDIC1AmWASEIIY MID COVED MS 1LmmFAWa1rt RA1BA ACTASRAI® NFfOERARFiV3iEAPNRN,p@IRIIR3N SO BINLL BSLDLOynNIK5 Na1EAW SLMMTMG KTASnAIHINiEORiAIRH +E1fgPARTR6PARlLBtTOF LI 1.11.116,17 GRATE EFS KMA®ENI.6• 13 AbTEEa 116ANT K NOIOSCIMENTNNOVIE5t940F i 1:1010 SEAP E35SR b PHCSS ETES S1x7g2YBCC lEXBQ.TATZLS W 9e1LCONfORNSroAS1Y PEOESIRVNONTE INS NONERAIONYRNNE NnICF ,anAPIATKMOL9ORAMMINWTTE5L9ISOF I OINR WTE7NLS �MFO@ITOABIN RnmlllYr/ag1CA[GOYM(MTONI NON W1E6 LSESIQ A{L@fYIRBl4(TORBQJE. Uff lflC f]F(TAABgYE ARM GRADE7115046 EVER., WCTLERM TKO, WT9NMS SIWLCONFOb1TOA1111 DISMALTISY RAIL ACCOTIODAIIONSMOINCTINERCOL MN WOE 704005 AA1SAAVSB FACIIIR FMNRAE, I PANT. CISTMOSNIE RN6IFD WIMAOL.PMNI AOBWDEMmDS FACADES. FNCMRAE WTAWb SLETNEPAI6MTF WA%STIRNFRNE 2.40711C BODIEX BOLT knE32 TO NEXBELT no, LOLENOOEYVEAVMARE UPONIEOSFST EATER. OTTERON I LoOMIP AB.a EPOS MOWS I 4RE'M�'SD�TTDR<�OLE. USE UIC501]EfTOBY1A'E ! PANT RtlCEMMIDESINWEA IXATEOThR I NT.SINtWAM FU A MACE Ma , LOPING DEVCE MAVBE UPON MODEST PaCENRlO0fR4ESHNlEN.1TEN Somme! to nO 1.weleamMt am Ira NYktinst Mg:: 1.�mm n w p r PRI6aiNOE$FRME eIRATEATy.H1 i .® _ =tear. � w. ea .....a..'.. • aaaes . �.� re`s w . v n.. ^ � . rm . °N a.i�.. ear.. .a. .... ..4... .;rte s A.A.... ...A.,.T j •�.°.•a ^ h Imo ... ... •N e. �., w oe doom ... p.wmm�w .e ea ...... ma nom. I v • m " v"e n°'A No .AE n .v .•. a. arm .. N �. - .. /vm .. eh ..1 ... . ... v • I . v . of . , g I ..mW I ••,� MmAm.oA berm .,.�., �� i DISSIMILAR MATERIALS ADAPTER MAL N AMICABLE TW TNT= TT N -12 TO RCP ERN CAR OM a• R cRo mamma moo= IIIIIIIIIIIIIIIIIIIII =--- PINT ORM CONCRETE mCASEmtT TOR Cart d RACE TO ER r.R DRNmlp2 - TT R TO EE Vellum AMA. I Ii .110. MR IIIIIIIIIIII VI /' cc =l NOBES 1. 126m0 MBAR TOR ETCAVAT= IN WTI A EMIR TO PRORR • Ram EDQ TM. 2. I NTRINAL CUM. TATTER TO R 111122103 TO ADS N-IE, OUTSIDE ma1RIY TO R 001105. OM EMT 1AARf[R OF pen. O PIPS. L ARA Nen CONNECTION MOST IS 0I CAVATR TO AIDE ATM VON T AW TO TRU NON -1147.1 0107221112, 4. NOES -EoTEN ROTRTno A R WRAPPED AYUOND CLMNCTIDW MIT POLL RAE OTRUP TO PROTIDE PULL PROTECTION ROY m6 INTRUSION. 0. mien ENCAILII•hlT TO R CLOT IN PIACE AROUND CONNECTION. • commas An rim TO R RACROLD Pm ANTE OE721. T. d CNN IT AN M[ RNA. CnONR. AN ADS LATRD1B5 =PAW COUPES CAN R MID TO CONNECT Am N -32 TO RP. R ER2OAL CRDFDR MAP= IS NOT RCOIRONDm FOR WPNm'REIN WmNCTTORR mm Eillgre U Vas Nan t$A. =amen AN NO.. Mr ' Nit ^"' mon 10101 RTC No- 615 ITS 5 BERM RAILROAD SPIRE AT INTERSECT.. 110- MAROO 6 tr..... 2 MDNG 6 CITRUS AVE. Mil LOS CCTNOS TOE Na LUG DF SEG 3 T . d AS Y . AVE:. IN POVER P0.E ND 9011E SRN TT" ...'5......n AS os TIE EAST SIDE Or CITRUS AVE 'I'S gL Et. 6 ...2 FR TARS MAIM x6).59 \� ,�' l[v. "°°'mad'°' cox DST 017 DOE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Ueda be sapaNWR N: CITY OF FONTANA, CALIFORNIA D `0/ Ar ]j ca TsR ••,' PREPYRDNTE OPiiCE OF ►\ COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL anIDm MREDEEAwEReIwclATta.Nie ST DRAIN IMPROVEMENT PLANS SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER `I: D .363 s t 26OAS 1XIAi6TEAAVE q° PCO PARCEL MAP ND. 16712 'TI' , DIAL iYE VNaING fTN1ARl0, 691781 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO F PHONE NOM 932411 ®m m aff NOWY BEFORE h TNy3 E6NE / DETAI NW. 2005 YOU DIG �V Tau ate _ BRING THEM INTO CONFORMANCE WITH CONDITIONS AND 4 E - erv} j �� /� I3 1TILL FirEE 1 - 800 - 227 - 2600 CALF Dote : Omm R. MOM Br MIND A PIILIC IEENI6 K ImFERRN SERV. M ERT - STANDARDS IN EFFECT. f'Nn1B1 1540 5� Ms - A ATY ENdNtsa RGE 51152 DAIS 14