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HomeMy WebLinkAboutStorm Drain Systems Vol 1 SAN BERNARDINO COUNTY fi°6 1° 14. SCIt°4-‘1J2 FLOOD CONTROL DISTRICT GpUNTY Fz0 • v339 00 j i o, F m czzzzz;.t� y 40FOR0 COMPREHENSIVE STORM DRAIN PLAN PROJECT 3 -3 RIALTO CHANNEL DRAINAGE AREA VOLUME I STORM DRAIN SYSTEMS JMN James M. Montgomery in association with Bill Mann & Associates Consulting Engineers Inc. sr JAMES M. MONTGOMERY, CONSULTING ENGINEERS, INC. 250 North Madison Avenue, P.O. Box 7009, Pasadena, California 91109 -7009 / (818) 796 -9141 / (213) 681 -4255 Cable Address: Montgomery Pasadena California Telex 67 -5420 to April 15, 1988 San Bernardino County Environmental Public Works Agency Department of Transportation /Flood Control /Airports OM 825 East Third Street San Bernardino, California 92415 Attention: Mr. Lewis S. Neeb, P.E. Project Manager Subject: Comprehensive Storm Drain Plan, Project 3 -3 Rialto Channel Drainage Area MIL Gentlemen: Submitted herewith is the final report entitled "Comprehensive Storm Drain • Plan, Project 3 -3, Rialto Channel Drainage Area. The report was prepared in association with the firm of Bill Mann and Associates. It is provided in r ,. accordance with Item 2.3.3 of Contract No. 84- 858 -Al. The report consists of six volumes: o Volume I, Storm Drain Systems, describes hydrologic and hydraulic NI design; criteria descriptions of the drainage facilities; a presentation of the priorities and construction phasing of component facilities; and individual plans, profiles, and cost .r estimates for each storm drain facility. ""' o Volume II, Hydrologic and Hydraulic Design Data, describes the hydrologic and hydraulic design data and analysis for feeder drains, major lateral drains, and the Rialto Channel. Hydrologic and hydraulic figures and tables are included. o Volume III, Existing Hydrology Computor Printout Data, provides 11•1 computer printouts for the existing hydrology conditions. Alt o Volume IV, Major Lateral Drain Hydrology Computer Printout Data, provides computer printouts of hydrology for the major lateral drains. «■ o Volume V, Rialto Channel Hydrology Computer Printout Data �• (North of Randall Avenue), provides the computer printouts for iliv the analyses of the Rialto Channel from Randall Avenue northerly. a■ rir wrr 40 art JAMES M. MONTGOMERY. CONSULTING ENGINEERS. INC. 250 North Madison Avenue, PO Box 7009, Pasadena, California 911097009 (818) 796- 9141 (213) 681.4255 San Bernardino County -2- April 15, 1988 Environmental Public Works Agency o Volume VI, Rialto Channel Hydrology Computer Printout Data Ilia (South of Randall Avenue), provides the computer printouts for the analyses of the Rialto Channel south of Randall Avenue. The report also includes a study, performed in conjunction with the City of Rialto, to utilize the Cactus Basin area, in addition to its primary functions as a flood control retention facility, as a park and recreation and It, water conservation facility. The study concludes that a 15 -acre parcel in the southwest portion of the basin area could be utilized for park and a" recreation activities and that the excavated portion of the retention basins could be utilized for football, soccer, baseball, etc. activities. ,*. The total construction costs for all the components of Project 3 -3, including 20 percent contingency, is $99,428,500. These cost estimates are based on an Engineering News Record (ENR) construction cost index for Los Angeles County of 5450 (January 1986). NNW The cooperation and assistance received during preparation of the report from the staffs of the County of San Bernardino and the Cities of Rialto, — Fontana, and Colton have been greatly appreciated. We will be pleased •••, to discuss any aspect of this comprehensive storm drainage plan at your convenience. ,rr Respectfully submitted, — Miles E. Wollam, P.E. Project Manager /pbs Enclosures fi 6 low rrr jpr it t ♦ • c OFFICIALS OF THE COUNTY OF SAN BERNARDINO r BOARD OF SUPERVISORS r rr John Joyner, Chairman Jon D. Mikels Barbara Cram Riordan Larry Walker fir► Robert L. Hammock rim �r► ADMINISTRATION Ken A. Miller, P.E. Director of Environmental Public Works Agency Charles L. Laird, P.E., Assistant Director for Planning Lewis S. Neeb, P.E., Project Manager Robert W. Corchero, P.E., Chief of Water Resources Division Pa L COMMUNITY REPRESENTATIVES Renato Ranoa, P.E. , City of Rialto iNr Clayton Cabrinha, City of Rialto Alexander "Sandy" McKinley, City of Rialto Felipe Molinos, City of Fontana Robert Schoenborn. P.E., City of Fontana John Hutton, P.E., City of Colton C. Glen Wilson, P.E., City of Colton c • r c PROJECT STAFF ENGINEERING Miles E. Wollam, Project Manager Douglas M. Hahn, Project Engineer Bill C. Mann, Bill Mann & Associates Win -Kai Liu, Engineer Arsalan Dadkhah, Senior Engineer Cathy Anderson, Engineer Karen Murphy, Engineer Bessie Lee, Engineer top Peter Sturtevant, Engineer Kevin Reagan, Engineer L. GRAPHIC ARTS L Mary Shick, Graphics Artist Ann Mancilla, Graphics Artist Linda Dickson, Graphics Artist Li WORD PROCESSING Donna Wiesbach et r REPORT REPRODUCTION Jack Bencomo c F L TABLE OF CONTENTS VOLUME I - STORM DRAIN SYSTEMS PAGE A y CHAPTER 1 - INTRODUCTION Authorization 1 -1 Location 1 -1 lie Purpose 1 -1 Previous Reports 1-2 Coordination 1-2 CHAPTER 2 - HYDROLOGIC DESIGN CRITERIA Rational Method 2-1 Unit Hydrograph Method 2-2 General Criteria 2-3 t"' Basin Routing 2-4 Results 2-4 r �1r CHAPTER 3 - HYDRAULIC DESIGN CRITERIA Channels 3 -1 Culverts 3-2 Pipes 3 -3 Outlets 3 -3 Transitions 3 -3 r i11F CHAPTER 4 - EXISTING HYDROLOGY AND HYDRAULICS General Information 4 -1 Hydrologic Methods 4-2 Hydrologic Results 4 -3 Hydraulic Results 4 -3 c C c Table of Contents on to E CHAPTER 5 - DISCUSSION OF DRAINAGE SYSTEMS Line A System 5 -1 ✓ Rialto Channel 5 -1 tr, Cactus Basins 5 -1 Water Conservation 5-2 +m Line B System 5 -3 Line C System 5 -3 Line D System 5 -3 Line E System 5 -3 Line F System 5-4 k"' Merrill and Linden Basins 5-4 Line G System 5-4 ✓ Line H System 5-4 ir. Units I and J 5 -5 6 CHAPTER 6 - BASIS OF COST ESTIMATES r ,,, Reinforced Concrete Pipe (R.C.P.) 6 -1 Reinforced Concrete Box (R.C.B.) 6 -1 ipo R.C.B.Structural Concrete 6 -3 Reinforced Concrete Channel (R.C.C.) 6 -3 l'"`' R.C.C. Structural Concrete 6-4 i.. Trapezoidal Concrete Channel (T.C.C.) 6-4 Transitions and Misc. Concrete Structures 6-4 no Street Paving 6 -9 CHAPTER 7 - SUMMARY OF COST ESTIMATES CHAPTER 8 - PROJECT PRIORITIES ✓ 8 -1 Iii Priority 1 Priority 2 8-1 PI Priority 3 8-1 tot Priority 4 8 -2 Priority 5 8 -2 FR Priority 6 8 -2 as Priority 7 8-2 Priority 8 8 -3 hi 11 r lrr Table of Contents r r CHAPTER 9 - PHASED CONSTRUCTION APPROACH Phase 1 9 -1 Phase 2 9 -1 Phase 3 9-2 Phase 4 9 -2 Phase 5 9 -2 Phase 6 CHAPTER 10 - PLANS, PROFILES, AND COST ESTIMATES it APPENDICES APPENDIX A - ABBREVIATIONS AND DEFINITIONS tit APPENDIX B - LETTERS OF CONCURRENCE City of Rialto B- 1 City of Fontana B -2 1"6 City of Colton B -3 APPENDIX C - CACTUS BASIN PARK ALTERNATIVES R APPENDIX D - RATIONAL METHOD SUMMARY TABLES VOLUME II its list So rrn Table of Contents A lap ADDITIONAL VOLUMES VOLUME H - HYDROLOGIC AND HYDRAULIC DESIGN DATA VOLUME III- EXISTING HYDROLOGY r"' COMPUTER PRINTOUT DATA �• VOLUME IV - MAJOR LATERAL DRAIN HYDROLOGY COMPUTER PRINTOUT DATA VOLUME V - RIALTO CHANNEL HYDROLOGY •+ COMPUTER PRINTOUT DATA (NORTH OF RANDALL AVENUE) r VOLUME VI - RIALTO CHANNEL'HYDROLOGY COMPUTER PRINTOUT DATA (SOUTH OF RANDALL AVENUE) • PR 110 PR as iir err iv POO t.. i rr P Table of Contents err p` LIST OF TABLES TABLE NO. TITLE PAGE 4 -1 Rialto Channel Hydrology - kw Existing Conditions 4 -4 4 -2 Summary of Existing Rialto 'h•+ Channel Capacity 4 -5 4 -3 Existing Culvert Capacities On Rialto Channel 4 -6 4-4 Inventory Of Inlets And Crossings imp Rialto Channel 4 -8 6 -1 Reinforced Concrete Pipe Cost (Dollars Per Linear Foot - Installed) 6 -2 6 -2 Basic Cost Type 2 and Type 4 Manholes (Dollars) 6 -5 6 -3 Cost of Shaft for Type 2 and 4 Manholes FP* and Cost of Type 3 Manhole • 6 -8 6 -4 Cost of Spur Type 4 Manhole 6 -9 o 7 -1 Summary of Drainage Line Costs 7 -1 Cost Estimates For Individual �r Drainage Units Chapter 10 P v it o Table of Contents 'kr LIST OF FIGURES ihr FIGURE NO. TITLE PAGE NO. air 1 -1 Vicinity Map 1 -1 Pim ism 2 -1 Inflow and Outflow Hydrographs (Cactus Basin A) 2-4 2 -2 Inflow and Outflow Hydrographs (Cactus Basin B) 2-4 2 -3 Inflow and Outflow Hydrographs (Cactus Basin C) 2-4 2-4 Inflow and Outflow Hydrographs (Cactus Basin D) 2-4 2 -5 Inflow and Outflow Hydrographs (Cactus Basin E) 2 -4 4 -1 Basin Inflow And Outflow Hydrographs (Merrill Basin - 100 -Year Event) 4 -12 4 -2 Basin Inflow And Outflow Hydrographs (Merrill Basin - 25 -Year Event) 4 -12 l `" 4 -3 Basin Inflow And Outflow Hydrographs (Merrill Basin - 10 -Year Event) 4 -12 4-4 Basin Inflow And Outflow Hydrographs (Linden Basin - 100 -Year Event) 4 -12 4 -5 Basin Inflow And Outflow Hydrographs (Linden Basin - 25 -Year Event) 4 -12 um Et 4 -6 Basin Inflow And Outflow Hydrographs (Linden Basin - 10 -Year Event) 4 -12 a Full -page figures are on page following number shown on this list. vi P lY�r' • Table of Contents $err LIST OF FIGURES (Continued) err P NO. TITLE PAGE NO.a g"' 5 -1 Storm Drain System Index Map (Shts. 1 to 3, inc.) 5 -1 5 -2 Plan Of Upper Cactus Basins 5-1 Indices of Plans For Individual Drainage Units Chapter 10 Plans For Individual Drainage Units Chapter 10 L. Profiles For Each Individual Drain Line Chapter 10 C -1 Cactus Basin Park Plan, C -2 Alternative "A" a Full -page figures are on page following number shown on this list. tia �r. '► • ir WO • vii eft 1 hill ix tro CHAPTER 1 INTRODUCTION isi Frn it This report presents a comprehensive storm drain plan for the areas draining to the ,.. Rialto Channel. A system of drainage control facilities including channels, detention basins and underground pipes and culverts is discussed along with cost estimates, assignments of priority and a phased construction approach for various components of the plan. +•� AUTHORIZATION This comprehensive storm drainage plan was prepared in accordance with contract number 84 -858 -A 1 between the County of San Bernardino Flood Control District (District) and James M. Montgomery, Consulting Engineers, Inc. (JMM) dated ,i.. December 17, 1984. b "" LOCATION """ The area covered in this storm drain plan is the approximately twenty -six square ar• mile watershed drained by the Rialto Channel. It is located in the southwestern corner of San Bernardino County from the southern portion of the Lytle Creek Pa". alluvial fan down to the Santa Ana River (Figure 1 -1). Most of the drainage area tor lies north of Interstate Highway 10 (1 -10) and is approximately bounded by Sierra Avenue on the west and by Riverside Avenue on the east and the north. Lytle �.. Creek Channel lies immediately to the north and effectively prevents any runoff from the nearby San Gabriel Mountains from entering the study area. SP. PURPOSE irr The purpose of this hydrology /hydraulics study and comprehensive storm drain plan is to present a system of drainage facilities that 1) is efficient, 2) is coordinated between the various municipalities, 3) conforms to current hydrologic and hydraulic it criteria established by the District, and 4) will accommodate the planned future development of the area. This study will be used by local communities in planning future drainage improvements and other improvements that will be impacted by the drainage system. The comprehensive storm drain plan defines drainage facilities to tit a level which will enable reasonable cost estimates to be made, but does not represent the detailed design of new facilities. This plan presents base information which will aid in the design of future drainage facilities. PR io 1 -1 Ir his Pm Ili To 10 ‘ e,: ,,, .,., '., „. << * A p t s e 1� F V y r Txo k s � � Fe xx ♦ t t il Y i .., , own w <„,, -- No dJ e • S'•ad zsoo ts. , ' be ��� a ` ^ w R , % 11011111 Pla t isi • Si 'l �� /M�' El RxncM V°,C°� ®® C] 3 Si"J ®� .�.ST 1� N P ,a1 - .� t i 1 ' ° b a 1 ®_� 41aii it NNw� PN , ' a „,�u „o ,,00 ' • n AEI 2500W 2000W 1500E z 1 R te# .`. 00E F 1000E 0 gm 'PM ormr - AM al i --,Air -r 1 , -1 "te q i . win' A NV t Wi ri ltil it elt ! 1 i 9 al 3K, , v,.. hill ° s ill . lif‘ , ro ORErm, mrirm is fstig + � _ . . a lumr m .r 1X1 EA Rri1' , . 1 a r sl l " � = 4 'morn .... to Iiiiikiliww 0. na . _ 6. F ,.....�� mg t._ . 61 . r , ........_ 11 j rimzuww tip ; RI E.ILI,7 11 1, 1 us - lir f Mi l i ti 1 1 mgrs. '''' Ems (D — MI a ®1 � �� „° RIA TO t . 1 tr i ®i��ax °.T z „ hi ,xrcnr Topxxx 6 N :•r. ili I A, lberfliric r It v , :n o r , 6. . ..., .,.. 1 iglu jai I ” / 4 Imi rr " * "" '1 i I ffd 7211 4 URI Poo !V FI ®F'� I »aTw�� F� o uui ,3� <7p V ,intenal 4/ tag =11■111:1 '''''. &1 ligiii lit....1. ".A - 6 oiniti FELL 11111 #.1 . Lail ,/ It , W tE Ain' , t ' _ ' e , - '��— 'ii a'^- !!�!!}� �`_r,W- 'te e , � �1 am --1C--- s n a.c�nc I — ' COLTONI V> ' I0 - -- i �p- } r INC in PPP la *dos ` ®iii'® _■■ �� At li ill 1 n iliRieme i si iii RD illii ' . ( whe Immo 'A _ mei , 11 l„ Ple it VICINITY MAP FIGURE 1 -1 ix hi " Introduction PREVIOUS REPORTS f" The San Bernardino County Comprehensive Storm Drain Plan, Project 3, May 1973; Verpet Engineering Company, represents the prey ous storm drain planning for the study area. In the intervening years, subsequent to this report, several !•" drainage facilities have been installed, new development has occurred, hydrologic l,,,, criteria of the District has been updated, and the need to mitigate peak discharges through the utilization of new and existing detention basins has been realized. In the course of the Rialto Channel Hydrology /Hydraulics Study several documents were generated for coordination and review. This report supersedes all of these previous documents in all cases of duplicate information. law Cactus Basins: Alternatives Evaluation, May 1986 and Cactus Basins: datives Evaluation, Addendum, July 1986, presents two different systems of detention storage in the Cactus Basin area. This document was used to coordinate the detention system presented in this plan. ••• Future Hydrology Report: Feeder Drains, April 1986, contains information us Tm de the feeder drains which discharge into the major lateral drains. Future Hydrology Report: Major Lateral Drains, April 1986, contains nformation used in defining major lateral aiiirwhich discharge into the Rialto Channel. Vr Existing Hydrology: Rialto Channel, Undated (1986), and Addendum: Existing HHydroo ogy Report, Rialto Channel Hydrology /Hydraulics Study, March 1986, presents hydrologic inn o-mati a sed on development conditions at that time. COORDINATION The hydrologic and hydraulic criteria, the alignment of the major and minor drain lines, and the definition and operation of detention basins within the full drainage system have been coordinated with San Bernardino County and the Cities of Rialto in and Fontana at regular project meetings. At various points in the project, key it aspects of the comprehensive storm drain plan were coordinated with the City of Colton, the U.S. Army Corps of Engineers and the California Department of P. Transportation. be p be 1 -2 be iew CHAPTER 2 HYDROLOGIC DESIGN CRITERIA �► Design discharges, hydrographs and runoff volumes were determined using methods and criteria conforming to the San Bernardino County Hydrology Manual, May 1983 (Hydrology Manual). Specii rh'drologic considerations and app i — i i cat o s were coordinated with the San Bernardino County Flood Control District, Water Resources Division at the regular project meetings. The general hydrolgic methods ,,,,i and criteria are briefly described in this chapter. Basic data and special modelling considerations are presented in Volume II, Hydrologic and Hydraulic Design Data of this comprehensive storm drainage plan. '^' Both the Rational and Unit Hydrograph Methods were necessary and appropriate ir. for defining the hydrology for the drainage system. These two methods are summarized briefly below. For a more complete description of these methods the reader is referred to the Hydrology Manual. RATIONAL METHOD The rational method is based on the direct relationship between peak discharge and ,e rainfall intensity, drainage area, and a runoff coefficient representing the ratio of runoff to rainfall. This relationship is expressed by the equation: Q = CIA ime where: Q = the peak discharge in cubic feet per second (cfs) C = a runoff coefficient representing the ratio of runoff depth to rainfall '"' depth (dimensionless) I = the time - average rainfall intensity for a storm duration equal to the time of concentration (inches /hour) .11 A = drainage area (acres) The values of the runoff coefficient (C) and the rainfall intensity (I) are based on a study of drainage area characteristics such as type and condition of the runoff surfaces and the time of concentration. The time of concentration for the basin along with depth duration curves for precipitation at various frequencies are used to establish the rainfall intensity. Drainage areas were directly measured from Pa 2 -1 Pim Hydrologic Design Criteria topographic base mapping (the most recent U. S. Geological Survey Quadrangles enlarged to a scale of 1' = 1000'). Tables in the Hydrology Manual were the basis of estimating runoff coefficients from land use and soil type information. For downstream additional drainage areas, the travel time calculated using the normal depth assumption was added to the time of concentration resulting in a reduced intensity of rainfall over a larger area. In this study, the rational method was determined to be appropriate for watersheds up to 500 acres in area. P UNIT HYDROGRAPH METHOD The Unit Hydrograph method assumes that watershed discharge is related to the �,,,, total volume of runoff and that, for a given duration rainfall, the hydrograph time base should remain constant. The unit hydrogaph is defined as time distribution of rates of runoff which results from one inch of effective rainfall during a unit period of time over the tributary watershed upstream of the point of concentration. The Los Angeles District of the U.S. Army Corps of Engineers has determined ,, dimensionless curves of cumulative runoff for various geographic areas within San Bernardino County. These curves are summation hydrographs modified so that the percent of ultimate discharge is related to time expressed in percent of lag. Given a watershed's lag and drainage area these curves are used to predict the watershed's unit hydrograph. In this study the Valley Curve was used throughout the drainage area. Lag is defined as the time at which half the volume of the unit hydrograph has occurred, and is determined by an empirical relation involving physical dimensions of the watershed. Drainage areas were measured from base topographic mapping. Fi 60 The Hydrology Manual establishes the use of a hypothetical rainfall distribution in which various duration storm volumes are nested around the sixteenth hour of a 24- r hour event. Rainfall isohyetal mapping presented in the Hydrology Manual was used to determine point rainfall depths over the study area. Depth -area- frequency reduction curves, also presented in the Hydrology Manual, were used to refine these intensities for the appropriate spatial extent of the design storms. (fir For the determination of rainfall losses such as infiltration and depression storage, the Hydrology Manual defines a method of determining low loss rate percentages and adjusted loss rates. These parameters are related to land use, soil type and percent imperviousness. The methodology used for channel and drain routing was the convex routing approach. For reservoir hydrograph routing, the modified Puls method was used. This approach accounts for the storage and outflow relationships of individual reservoirs. To aid in the modelling of the drainage system's reservoirs, the concept of flow -by reservoir was used. All of these routing techniques were utilized through 2 -2 in • 1 Hydrologic Design Criteria application of subroutines in the AES computer program FLOODSB. Ir. GENERAL CRITERIA e■ The general criteria used in formulating the hydrologic analyses of the comprehensive storm drain plan are briefly listed on the following page. 1. At the point the street section is inadequate to convey a 10 -year storm flow, a storm drain is to be provided to handle a minimum 10 -year design flow. 2. The minimum size pipe presented in this Master Plan is limited to a 36- inch diameter line such that the pipe is at least one -third full during a 10- .. year design storm. 3. The combined storm drain and street capacity at any point should be adequate to convey runoff from a 25 -year storm. The difference between the 10 -year design peak discharge and the 25 -year design peak discharge is carried in the street. If this difference exceeds the street capacity, the storm drain size is increased accordingly. This criterion required a minimum 25 -year storm design for all major lateral drains, because inadequate slope in their east -west orientation ip•• limited any significant street capacity. The following lateral lines draining to the Rialto Channel (Line A) were designed for a 25 -year design storm: a. Summit Avenue Drain (Line B) b. Base Line Road Drain (Line D) c. Foothill Boulevard Drain (Line E) d. San Bernardino Avenue Drain (Line G) 4. In the coordination of hydrologic criteria, certain drainage lines were identified as key facilities where a 100 -year storm design is appropriate for regional flood control and the protection of major transportation routes. These facilities are listed below. IPP a. Rialto Channel (Line A) b. Highland Avenue Channel (Line C) c. East Fontana Drain (Atchison, Topeka and Santa Fe Railroad 11" - Line F) rat d. Interstate Highway 10 Channel (Existing Facility) Pm is 2 -3 A Hydrologic Design Criteria BASIN ROUTING Seven detention basins have been included in this comprehensive storm drain plan. Descriptions of these basins are presented in Chapter 5, "Discussion of Drainage Systems". Generally, two types of basin operation were utilized, flowby and flow err through. Where feasible, basins were planned for flowby operation. Flowby operation involves a basin off line of the major drain contributing to it. Discharges in excess of a control amount are diverted to the basin to reduce the peak of the flood hydrograph. In cases where a parallel drain was infeasible, basins were planned for flow through operation. Flow through basins detain and route the incoming flood hydrographs through defined storage- outflow relationships. The criteria for defining the operation of these basins follows: Basin outlets and control flowby discharges are to be defined to ensure no spillage occurs under the condition of two back -to -back twenty -four (24) hour design storms. RESULTS Final discharges for each individual drain line are presented on each profile in Chapter k. 10, "Plans, Profiles, and Cost Estimates". Basin inflow and outflow hydrographs for each of the five Cactus Basins included in this comprehensive drain plan are presented in Figures 2 -1 through 2 -5. The Merrill and Linden Basins are planned with no improvements to outlet capacities, and are, therefore, modelled as retention basins. The Linden Basin's existing drain discharges directly to Linden Avenue. The Randall Avenue Drain is designed to collect up to 15 cfs of this discharge. It was coordinated with the District that the upstream diversions to these basins would be limited to discharges in excess of 900 cfs along Line F. This criteria will limit discharges to the basins to occur only for events larger than a 10 -year event (approximate), and will ensure ample storage capacity for two back -to -back 100 - year design storms. 2-4 pm C CV E . : . - 0.1 ■r illy Yr 1 r T 1 r Y 1 - -- -- - a. .,.. Po Ct PIN i IX i` z r 0 r to a- _ Yoe J en .- b. . i W . ri o F- c o ~ ;-- -... Poo 1 1 1•. . Ii Q 3 . Lk i � Z = Z ---- r - -- - 1 r r 1 L,7 PI CI CI I'l illi H o GI I CS) L� L[ [) ) 'Si L� m LO IIII tit d- M M !.I C'I •-1 •- 6i PII 6 -- ( S.d I ) 30 HOs I a Pr FIGURE 2 -1 Y. C • E r a m SR iftr LO / I 8 • Al r EL ...... i illIl <I / C y f - f kw . • 10- LL r __ � r ire a �� ��y VJ .,.... r I ›- a, cc 6. z 0 P. 0 --6-***-..... I �- W 1- 4:E W Iva D V H co r- 3 pi j m 3 J J J. _ JO - -117 iii H L a OO4 im H = re = 04 49 CO CD C ( S A 0 ) 3D:IkOHOS ICI 1 • PI FIGURE 2 -2 Irr r fir IP' / i ill f IIP / , �J as ' . 1 _ . "4 ter" B ilii 1 CE r Lr 0 gm Ce r r 7 - - -' - -1 1 Clqi / 01 V _ Cr ilia M i i LO ' i a. a a - IC 0 >i O m J CO u �. Li. 1- F. Q W z o • H T T 7 7� 7 ' al 0. L 3 o pm J t o m .� a a - 1Q u. I.L. c ac c O it H = Q ' fil 0 I 1 = 6 10 m 11 m 1 C N Al T1 ( S A 0 ) 3071VHOSIa vm iii ..„ F1GURE 2 -3 1nt r to PI 1 6 I M pi iii t CO kr V1 I I a • .a. -• r. . LO LO 1~ 4 1 CE ril 0 isie 0 m '' C1 r r, I A y ft t � D r J G. i - - - - -L i W1 . I 1 I: .... 0 _ m H 1 r T 7 • T r4 fL7V, I its' 3 . 0 on —I elT: I-� Ci CI I-1 IPS H = iii CC 1P _ • 1 — cs tin m l� m ID t� t M tM 6.1 [W +-+ ..4 m kii ( S A 0 ) 30 vHo3Ia FIGURE 2 -4 irr r III I!, A to .�; M . am f . do _! CO j ow' P it O wi Et tar 0 / -- l i -- - -r - -- :-- ---- r---- r- -- r- -- r--- t--- - 1 - --- - � w. .". 6 0 al .• I w ' 3 . ilir 0 J w W Om F Q W 0" I - - - - T --- T--- �- 7 - - - - f- - ∎- �'--- -r- • --- - • - - -- - .., H . tor co . ,... 6, 3 0 3 gm J j 0 3 --- •-- --•---- •-- - -• - -- ---t--- •--- -• - - -- N. u) J O 1111 IL H l = O PR H z = �' irr = . CD f ow = CSI m m CD m CD m m m m CM CO ca d CM m ao co c+u i ( S J 0 ) 3 VHOSIa I. St I" FIGURE 2 -5 irr it 0 ire CHAPTER 3 HYDRAULIC DESIGN CRITERIA The general assumptions and criteria for the definition of drainage facilities including feeders, laterals, basin outlets and channels are briefly descnbed in this chapter. A detailed description of hydraulic methodologies, basic data, and results are presented in Volume II, Hydrologic and Hydraulic Design Data of this comprehensive storm drainage plan. All - NE calculations tor sizing the open channels and closed conduits were completed in conformance with criteria presented in the Design Manual, Hydraulics, Los Angeles County Flood Control District, March 198 h ereafter referred to as the Hydraulics Manual. The key requirement for sizing the hydraulic facilities, other than the peak discharges determined in the hydrologic analyses of the alternatives, is the determination of channel inverts and slopes. In general, the drainage system is designed to follow the ground surface elevation in order to minimize excavations. All open channels are designed with the tops of the walls or levees at or below the adjacent ground surface to allow interception of surface flows. Superelevation was not considered in the sizing of any reach section. Due to high velocities with scour and erosion potential, the District has required the future facilities to be concrete lined for the whole drainage system. For road and railroad crossings reinforced concrete box culverts were defined. Storm drain capacity was determined by "Manning's" formula. The following lists the criteria and assumptions were used to size the open channel and closed conduit sections. These criteria have been coordinated with the District. �.• CHANNELS For open channel reaches, a concrete lined trapezoidal section was defined. FP Trapezoidal sections were selected to minimize the construction costs. The channel li• bottom width or base width was set to a minimum of 12 feet for maintenance and vehicle access. An invert profile of the existing Rialto Channel was developed with the data from available "as built" plans and topograghic mapping provided by the City of Rialto PI and the District. This profile was verified through field reconnaissance of the channel by staff of JMM and Bill Mann and Associates. A new invert profile was determined for defining the alternative channel facilities. Some breaks in slope were required to avoid excess excavation, to minimize the need for fill and to avoid 3 -1 • Hydraulic Design Criteria the need to raise road crossing elevations. The selected sections were found not to be constrained by the District's Right -of -Way for the Rialto Channel. Criteria used are listed below. 001 1. Trapezoid, concrete lined channel sections (T.C.C.). 2. Manning roughness value, "n" = 0.014. 3. Trapezoidal side slope value "Z" : Less than 10 feet in height Z = 1.5 it 10 feet to 20 feet in height Z = 1.75. �• 4. Freeboard in additional to the normal water surface: For average flow velocities of 35 fps or less 2.5 feet For average flow velocities greater than 35 fps 3.5 feet. 1111 6. Determination of depth rounded up to nearest 0.5 foot. CULVERTS isto In sizing the culverts, it was assumed that flow from the lateral drains will be confluent with the main channel at the upstream of any parallel transportation crossing. For the major laterals, normal depth was determined in the culverts by r• Manning's equation. In sizing culverts along the Rialto Channel, energy losses (entrance losses and friction losses) were determined to define the depth at the +"' culvert outlet. The specific energy at the culvert entrances was assumed to equal ti,„ the normal conditions for the upstream channel. This approach allowed for reduced culvert sizes when culverts were shorter than the length needed to reach normal • ., depth. With improved efficiency of the planned channel sections of the Rialto Channel, the specific energy at culvert crossings will be increased and, therefore, the capacity of ri some existing culverts will be increased. it Any existing culvert with adequate capacity will be retained. For those existing culverts with inadequate capacity, additional boxes will be added to the existing structure to increase the capacity. The assumptions and criteria are listed below. 1. Reinforced Concrete Boxes (R.C.B.). 2. Manning's roughness value, "n" = 0.013. 3. Open channel flow conditions assumed. 4. Piers will be needed for box width larger than 14 feet. 5. Freeboard of 0.5 foot in addition to flow depth. 6. Where reasonable, a minimum depth of eight (8) feet was maintained. PAR 3 -2 • lwr tar Pos li Hydraulic Design Criteria P The following lists the existing culvert crossings of the Rialto Channel that are included in this comprehensive storm drain plan. Bloomington Avenue F .. Lilac and San Bernardino Avenues Willow Avenue Valley Boulevard Southern Pacific Railroad Riverside Avenue PIPES Pm Manning's equation was applied in sizing the pipe sections. It was assumed that big pipes are flowing full but not under pressure. The pipe size is then determined by using the next larger standard pipe size from the calculated pipe size. Other criteria "" are listed below. 1. Reinforced Concrete Pipes (R.C.P.). 2. Manning's roughness value, "n" = 0.013. 3. A minimum pipe diameter of 36 inches. hie OUTLETS ro° The assumptions and criteria for sizing basin outlet culverts are listed below. ,.. 1. Outlet culverts have sharp -edge inlets. 2. Outlet culverts have steep slopes. 3. Outlet culverts have conditions of free outflow or unsubmerged exit, and discharge is entirely dependent on the entrance conditions. tio TRANSITIONS ,m Transitions are used at culverts inlets and outlets to produce gradual changes in water prism cross sections and to provide smoother water flow and reduce energy or loss. The assumptions and criteria for sizing the transitions are listed below. 1. The length of inlet transition is about equal to the length difference between T.C.C. waterway surface width and the R.C.B. or R.C.P. opening width. 3 -3 ir. r i tat air Hydraulic Design Criteria 2. The length of outlet transition is about three times the length difference between T.C.C. waterway surface width and the R.C.B. or R.C.P. opening width. to it rim imp err PR ""' 3 -4 CHAPTER 4 EXISTING HYDROLOGY AND HYDRAULICS �► GENERAL INFORMATION The Rialto Channel, currently, drains a 25.6 square mile area of alluvial fan and ,., lowlands to the Santa Ana River. Lytle Creek lies immediately to the north and effectively prevents any runoff from the nearby San Gabriel Mountains from entering the study area. The slope is generally north to south and is quite regular, varying from 1.5 percent near Interstate Highway 10 (I -10) to three percent near !P" the intersection of Sierra and Riverside Avenues. That portion of the drainage lying south of I -10 is either undeveloped or is in ono industrial use, primarily oil tank farms, a railyard for the Southern Pacific Railroad, and a landfill. The sewage treatment plant for the City of Rialto lies along the east and central portions of the drainage, while the City of Fontana occupies the west side. A small part of the eastern boundary of the drainage lies within the City of Colton, north and south of I -10. Between the developed areas of Rialto and Fontana lies an area of rural character which is undergoing rapid conversion to tract housing. This area was formerly under agricultural use with pasture, orchards, and grapes as the main crops. North of Highland Avenue, the land is still relatively undeveloped, with some isolated industrial activity and single family residences. The Rialto Channel extends five and one -half miles from the Santa Ana River to the Lower Cactus Basin at Etiwanda and Cactus Avenues. For the first three and one- half miles (to Bloomington Avenue), the channel is generally from eight to eleven feet deep, with sizable concrete culverts under nearly every road crossing. Above 0" Bloomington, the culverts are generally small diameter corregated metal pipes (CMP). The upper 7,000 feet of channel (above the Santa Fe Railroad tracks) is from four to six feet deep. The only concrete -lined portion of the Rialto Channel is (" in the lower section from Santa Ana Avenue to Aqua Mansa Road. This lower stretch has a permanent flow of about 5 cfs due to effluent from the Rialto Sewage Treatment Plant. At the head of the Rialto Channel are the three existing Cactus Basins. The Middle and Lower Basins were constructed as water percolation basins in the latter 1960's. Due to a problem with a low lying storm drain from an adjacent subdivision, the basins serve a very limited role in flood control at the present time. As an interim measure to reduce flow entering the Lower Cactus Basin, the City of Rialto has created a small diversion to take flows from Baseline its Road up into the Upper Cactus Basin, which is immediately above Base Line Road. 4 -1 or 6 • Existing Hydrology and Hydraulics It is still being actively excavated as a source of fill. It is connected to the Middle Basin by means of a 30 -inch culvert. The only secondary trunk connecting directly to Rialto Channel is the Freeway P , Channel which lies along the north side of I -10 and drains from just east of Sierra Avenue. A second east -west trunk lies along the north side of the Santa Fe Railroad tracks extending from the west drainage boundary to Linden Avenue. Called the East Fontana Drain, it does not connect to the Rialto Channel, but instead drains to two water percolation basins (the Merrill and Linden Basins) Vi connected in series. Overflow from the Linden Basin would drain south to the Freeway Channel. Several large storm pipes drain to the Rialto Channel. These include an 84 -inch line on Valley Boulevard (Colton Drain) and a 5 x 11 foot drain down Bloomington Avenue. A 90 -inch pipe extending west along Randall is under design. There is an existing storm pipe along Base Line Road extending east from Lilac Avenue to Lytle Creek. Normally, this pipe prevents runoff from more frequent storm events from entering the Rialto Drainage. However, runoff in excess of about 100 cfs will flow !^ across Base Line Road and into the Study Area under current conditions. Therefore, this drainage area is considered in the analysis of existing hydrology. Additionally, there are three other storm drains in the Rialto Channel drainage area. s im% Two drains, Palmerro- Kaiser Drain and Tamarind Drain, feed the East Fontana w Drain. An additional drain follows Ayala Avenue north of Highland Avenue. iW HYDROLOGIC METHODS Drainage area boundaries are largely the same as those for Project 3 -3 of the Verpet Study (Verpet Engineering Company, 1973) with modifications suggested by the Rialto City Drainage Engineer (Clay Cabrinha, personal communication) and actual observation of street drainage during two winter (1985) rainfall events. The subbasins conform to the natural and man - made drainage features and are generally large enough to be modeled by the Unit Hydrograph method. The subbasins range in size from 386 acres to 5,358 acres. is The existing hydrology was modeled by use of the Unit Hydrograph Method as Pm described in the Hydrology Manual. Computer software conforming to the standards set by the Hydrology Manual and developed by Advanced Engineering Software (AES) (1984) was utilized. A single storm covering the entire basin s ,,,, simultaneously was assumed in the analysis, therefore, the same rainfall depths and depth -area reduction factors were applied to the full watershed. Basic hydrologic data including rainfall, soils, land use, and subbasin information, in addition to descriptions of key modelling assumptions, are presented in Volume II. Hydrologic and Hydraulic Data of this comprehensive storm drain master plan. 4 -2 INN tr Existing Hydrology and Hydraulics HYDROLOGIC RESULTS r� it • The results of the model runs for the 10, 25, and 100 -year storm events are summarized for key points in Table 4 -1. Computer output for each of these events are presented in Volumes III to VI, inclusive. For the 100 -year event, flow in the upper portion of the Rialto Channel is about 3,400 cfs. It increased to 9,700 cfs at I -10 and is just under 11,000 cfs at Aqua Mansa Road near the Santa Ana River. Peak flow from the Freeway Channel is over 4,700 cfs. Peak flow in the East Fontana Drain is 2,600 cfs. Flowby from subbasin eleven is about 650 cfs. Total lop runoff volume from all eleven subbasins is 8,870 acre -feet for the 100 -year event. *"" Examination of the output for the 100 -year event shows that all percolation basins are filled well before the peak rainfall in the 16th hour of the 24 -hour event. Sizable reduction of peak inflow though a basin occurs only at the 10 -year event for the Linden - Merrill Basins. Inflow and outflow hydrographs for the Linden and Merrill Basins are presented in Figures 4 -1 to 4 -6 for the 10, 25, and 100 -year events. The computer runs were conducted under the condition that the bottom drains in all the percolation basins were open throughout the storm events. HYDRAULIC RESULTS Hydraulic analyses of existing drainage system capacity are summarized in Table 4 -1 and 4 -3. Table 4 -2 is the summary of existing Rialto Channel capacities. In general, the existing channel capacity will not quite handle events with a recurrence interval of 10- years. For severe storms (10 -years and greater) overflows and ponding would be expected. Flood evaluations were not conducted in this study to quantify these hazards. Please note that capacities of existing culverts used in the plan may increase due to improved channel sections upstream and downstream. This evaluation of existing culverts was independent of upstream and downstream constraints. Table 4 -3 is the summary of the existing culvert capacities on Rialto irri Channel. Culvert capacities estimated under two types of normal flow conditions, full flow conditions, and open channel conditions (with 0.5 freeboard) were presented in the table. An inventory of inlets and crossings on the Rialto Channel is given in Table 4 -4. c 4 -3 1 0. 01 " Existing Hydrology And Hydraulics In 1111 TABLE 4 -1 le RIALTO CHANNEL HYDROLOGY - EXISTING CONDITIONS err Peak Flow In Cubic Feet Per Second y " LOCATION 100 -YEAR 25 -YEAR 10 -YEAR Inflow to Upper Cactus Basin 4,351 3,247 2,908 Outflow From Lower Cactus Basin 3,461 2,666 2,308 Rialto Channel at Pacific Electric RR 3,783 2,919 2,408 Bloomington Drain 1,458 1,151 982 Rialto Channel at Bloomington 4,886 3,266 2,641 �,. Colton Drain 1,082 851 723 East Fontana Drain 2,618 2,056 1,751 Outflow From Linden Basin 2,050 1,446 704 1 -10 Freeway Channel at Linden 2,322 1,825 1,553 I - 10 Freeway Channel at Cedar 4,348 2,791 2,265 i.• Rialto Channel at I -10 Freeway 9,749 6,453 5,695 Rialto Channel at Santa Ana Avenue 10,115 7,307 5,976 iirt Ps on 4-4 iir Existing Hydrology and Hydraulics Pa TABLE 4 -2 SUMMARY OF EXISTING RIALTO �.• CHANNEL CAPACITY ir. LOCATION CAPACITY it. (cfs) Below Cactus Basins 1,820 Foothill Boulevard 1,100 �.. Pacific Electric Railroad 1,230 ATSF Railroad 1,620 Bloomington Avenue 3,720 I -10 Freeway 5,320 Santa Ana Avenue 5,790 s- A r. igloo Pi IF 4 -5 f 6 6 PP CO til v N � N « O CONUI 1 7 O Ill M 40MU1V 0 0 0 C� 'O r♦ r c 4r an 40 to 1P Ili ra pm O W U1 U N 1 r 40 tnCO '6 g ta N .t .rr to 4 4 . .t 4t 4, �d' u1 U1 u1 to u1 in on 141 u1 p r4 r4 C4 r4 1.4 rc rlr 1.4r4 N NN Pm O O O O O O 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 O O Yew CO U14040CpOp r•c t+ftTr1u1 NCO n illa O r ut V, CA C 4 Cl r•1 C.1 - C C' �O CO u1 !ii in N c i O ri 'O N t! r4 r4 O '0 CO N QQ C4-0 •1r-c rlrlrlrlrr�+rlriNrl C.4 r4 II r•7 00000 000000000 r c0 El VI • • • • • • • • cn pt7 00000 O 0 000000000 0 y00 pm 1 '4 Z 1a 14 ' O y (t., N N H v v 44 44 44 44 44 44 44 6 44 44 111. 1 4 • C r•i r1 • • • •► C C C C C C C • e 1 p ► P'1 C0 • • V, • 40I ► NNNNNNNCONCO Pm NN O r4 141 k k rI N N N l% l% l% l% r% r% r% I% u1 1; N k r-i k k k k k �1-4r -I k k k k k k X i1w MM 5 H k ► a U1U�COOCOCO► N k k e C e e s e a u1e e n �It A �::Ir k •I�eful4;4;! IOtCha%4444444c Pm Q i l l i l l l l l l l l l l l l l l l l l l l it N r4 r4 rAr4 rI P Ogti 41 0 PP p O 0 O is r-1 H b . 1 N ri cr a PI ai Ili V! 0 LW d CI I CI C./ 1 4 •r1 Q e rgo p PI 0400■04) • 0 Q 41bO �dar�1 04) 0>��alwal 11 w V) 0 0. OB D b 1- 4 4 44 0 0 D 0 O• as 4-a 1l H0 4-i 44 0 0U 1-1 CO- 4 O 001_4r.4041:444 a4 OVA •r1 r-I r1 V3 V1 N N O r 'C t/4 IV I .CI d O U EI td ergo of O N �l.t 44 CI VI •d t1 � . + r•-1 r-1 O b W W N +g d ri •ri O t O 4d O O 1 r- r1 c 1.1 tJ N V cd CJ CJ pG g q c Ill U a 44p V D01••ZC CAO At�4X <I C14 aVI 4-6 ir C P a is c.) .. co o a � iiii 13 r• i a 4 0 iftl ■12 ., ■me in c4 In N P" . A O O O • F. • O O O 6. ri 0 0 is oft. M 3 5 ca o0 • Pm o irr N o p pi 4 4. 8 0 0 IS Sir ms ' P � r e s j � lnM%O p 1 1 1 irr N cr! Iftl A 5 . V Pm N id O E pilow ill go • 41 41 . ca lid cn H 4 r•i O b ▪ W I O O ill g w ° a ° Ia Si ri F'"' 4 -7 i r. C c TABLE 4 -4 INVENTORY OF INLETS AND CROSSINGS ON RIALTO CHANNEL r CULVERTS, INLETS, kw & CROSSINGS STATIONS DESCRIPTIONS C 1". 0+00 Santa Ana River i 16 + 80 Aqua Mansa Road 17 + 30 18 + 40 Large Diameter Steel Pipe Crossing k• 20 + 30 24" CMP Drain From East Side 23 + 30 24" CMP Drain From East Side 28 + 50 Begin Road X -ing Road X -ing U/S of Aqua Mansa 28 + 80 End Road X -ing } „ r 29 + 80 36" RCP from Treatment Plant from West 31 + 20 24" CSP Drain from East Side 33 + 80 24" CMP Drain from East Side 36 + 00 24" CSP Drain from West Side (Inlet Plugged) 47 + 50 42" CMP Drain from West Side 60 + 80 18" x 30" CMPA from West Side 67 + 20 24" Steel Pipe from East Side P. 69 + 00 Miscellaneous Pipe Crossings (14 > 1', 7 > 6 ") ow Including a Foot Walk on 1' Diameter Pipes 71 + 40 71 + 80 6" Steel Drain from East Side •i• 73 + 00 8" Steel Drain from West Side 73 + 20 10" Steel Drain from East Side 73 + 70 12" Steel Drain from West Side al 73 + 90 20' + x 2' Drainage Ditch from West Side 74 + 00 24" VCP Buried Sewer Line r 75 + 40 Pipe Crossings (P- 172056, P- 172050) 2 - 8 ", 1 -4 ", iii 3 - 16, 11' clearance above invert 77 + 40 6" Steel Drain from East Side 78 + 00 8" Steel Drain from East Side 78 + 50 Drainage Ditch from East Side 84 + 80 36" + x 66" CMPA Drain from West Side, 6' x 10' Channel with Rail & Wire Sides from West Side !' 84 + 80 Begin Slover Ave. Ili ill 4 -8 i C E TABLE 4-4 (CONTINUED) h• h INVENTORY OF INLETS AND CROSSINGS ON RIALTO CHANNEL CULVERTS, INLETS & CROSSINGS P" STATIONS DESCRIPTIONS L. Slover Avenue r 20' Wide Overflow Spillway li"' 85 + 70 End Slover Ave. 92 + 30 18" CMP Drain from East Side r 92 + 30 Begin Cameron Way /Riverside Road 1' x 1' Concrete Box, 1' CMP and 12" CMP Drain from East Side into RCB r Cameron Way /Riverside Road Li 94 + 90 End Cameron Way /Riverside Road 100 + 80 24" Clay Pipe From East Side Pot 100 + 80 Begin SPRR 102 + 50 24" Diameter Gate Inlets From East Side iv 104 + 00 3 - 24" Gate Inlets from Both Sides Southern Pacific Railroad(SPRR) 0 106 + 00 End SPRR ,,,,, 106 + 10 Side Channel Inlet From Both Sides 106 + 30 Begin I - 10 Freeway ',,. I - 10 Freeway Culvet 107 + 00 8" x 5' Catch Basin from West Side a "' 108 + 30 4' CMP from West Side 108 + 80 8" x 5' Catch Basin from West Side 0. 109 + 30 End i - 10 109 + 50 Concrete Trapezoidal Channel (I - 10 Channel) B = 8', D = 2.5' 109 + 50 Drainage Ditch from East Side l 13 + 60 84" RCP With Box Outlet from East Side 114 + 00 Begin Valley Blvd. Valley Blvd. 114 + 10 29" x 42" CMPA from West Side 115 + 20 End Valley Blvd. 129 + 00 Begin Willow Ave. I Willow Avenue kit 130 + 10 End Willow Ave. 4 -9 r kw C iir TABLE 4 -4 (CONTINUED) to it INVENTORY OF INLETS AND CROSSINGS ON RIALTO CHANNEL iii CULVERTS, INLETS PI & CROSSINGS ill STATIONS DESCRIPTIONS bi pr 147 + 60 Begin Lilac /S.B. Ave. lowi Lilac and San Bernardino Ave. 148 + 90 24" RCP from 21' Catch Basin from West Side 149 + 00 End Lilac /S.B. Ave. 159 + 50 24" RCP Drain from West Side 160 + 00 6 - 3" Holes in Subdivision Boundary Wall 169 + 60 Begin Bloomington Ave. E. Bloomington Avenue 169 + 90 52" CMP from East Side 171 + 40 End Bloomington Ave. 176 + 80 Begin Randall Ave. Randall Avenue 177 + 70 End Randall Ave. 196 + 40 24" RCP Drain from West Side " 201 + 40 24" RCP Drains from Both Sides l� 203 + 30 Begin Merrill Ave. Merrill Avenue , 203 + 70 2' RCP Drain from 21' Catch Basin from West Side lio 204 + 10 End Merrill Ave. 210 + 70 24" x 18" CSPA Drain from West Side Ow 219 + 00 Begin AT & SF Railroad itil ' AT & SF Railroad 220 + 70 End AT & SF Railroad 220 + 80 15" CSP Drain from East Side r 222 + 20 Begin Access Road Ili Access Road 222 + 80 End Access Road C 224 + 10 Begin Cactus Ave. Cactus Avenue 225 + 20 End Cactus Ave. r 225 + 30 2' x 12' Concrete Inlet from East Side iii 226 + 90 Begin Access Road Access Road 227 + 50 End Access Road r h. t oo iii 4 -10 TABLE 4-4 (CONTINUED) INVENTORY OF INLETS AND CROSSINGS ON RIALTO CHANNEL CULVERTS, INLETS 11.• & CROSSINGS STATIONS DESCRIPTIONS rui r 228 + 60 24" CMP from West Side 232 + 60 1' CMP from West Side 232 + 60 Begin Rialto Ave. Rialto Avenue 233 + 80 24" RCP Inlet from 21' Catch Basin from West Side 233 + 80 24" RCP Inlet from 7' & 3' Catch Basins from East Side 236 + 20 End Rialto Ave. iry 240 + 00 Begin PER Pacific Electric Railroad (PER) 240 + 50 End PER 240 + 50 Rip Rap Ditch from West Side 242 + 20 24" RCP from Catch Basin from West Side 242 + 20 Begin Second Street Second Street with Road Dip for overflow 243 + 00 End Second Street 255 + 00 Side Channel - B = 4', D = 1', Z = 1 from West `. Side 256 + 50 5' x 8' Rock Ditch from East Side 257 + 70 36" CMP from East Side 257 + 90 1' x 3' AC Ditch from West Side 257 + 90 Begin Foothill Blvd. 36" CMP from West Side Foothill Blvd. 2' x 3' Grate Opening 36" CMP from West Side 259 + 00 End Foothill Blvd. 259 + 00 1' x 3' AC Ditch from West Side 263 + 30 2 - 20" x 28" CSPA from West Side 264 + 30 2' Drain With Flap Gate from West Side 271 + 10 Begin Rosewood Ave. Rosewood Avenue 2 - 8" CMP Street Drains in Curbs for Both Side of tio Street t 4 -11 TABLE 4-4 (CONTINUED) INVENTORY OF INLETS AND CROSSINGS ON RIALTO CHANNEL he CULVERTS, INLETS & CROSSINGS STATIONS DESCRIPTIONS r 4 +M' 271 + 90 End Rosewood Ave. hut 284 + 50 Begin Etiwanda Ave. Etiwanda Avenue o,,, 286 + 00 End Etiwanda Ave. r` w 0 0 oft. • 4 -12 ir. i it r tit PI iir _ m tin tV irr 0) 1 O. to IX i ifoi 0 --• r - - --Y r- LL a ,W 1 '- es. W 0) r 3W IX i 0¢ 1 -- - -- r -• - -Y 1 ` ... -Y CO J .LL 0'' LL 1 . • i E Q H I. z --- . PO Z T .. 3= 4 '`-- F LLI O`er W J *�'. I♦w^ _ ..... • T -. ie O O H ti z 0 Z - o ' ' S I I _ H CO ' 1 ' 0 Q -- ' ' to ill al CS. 10 C31 i s Co 6 ID m `9 • M M t L N .-8 •r. 6+ ( S M014 1 FIGURE 4 -1 i-10 . . f r i . pp 6 • - . . r 'r ow m w cu rr^^ N 0) r I if 0. C 0 IX ' . 0 o 1 1 7 Y Y ' yr4 • ii A › 1 T ' A 1 1— 1 rI'� W I VJ big 3 w IX I. 0 IX CO Y- Y • 7 - - -, - - -7 ' r4 1 JW L W } , . ,,,, E , S r ' W il 0 f H A z ! ' Jae VJ ' T T .• C- -• • - ..-1 CC ism 0 itor 3 ' .` O -- I ° o + 1 CI p H 1 d d i ex H ' 1 I 5 0 1 s to 1 INN •G4 © n © m 1 i f r h i u ....4 c T11 fill ( SA0) M01A -- FIGURE 4 -2 • lit r iii. II Pt IP Om lrn lig thi m i N ! J CI o 1r I 1- U. • li CC 1 0 1 I 0 1.,..... .. ....,..... .....r.... Q2 Or CE Om al 4111., r I E— .1.1 •". LAJ CO �,, 3 w r Cr 0 or "... Y .... .... \ .... Y ..; .... \.... Y..... i IL. i f i W y r 0 , i E 0 i H r o F— kr a 1 . r_ -. V, r t a z illit W 1- opo -' 1 0 ` Ul H Gil X . = t A s i 6'1 a ID iiii ON Mi .' ( a , m 4 c9 m ' 00 (D d N r• 03 (D get CV • (S .0) M0 to . r . W; FIGURE 4 -3 1P it 0 ill I* . it r lb* Om it r � 1 - N VJ r it Q. ; c r " 1 r ir. 0 1 OY Y 7 - -- - -t *A rt r } 1 .• 1 w > CO 3 w , IX O ¢ Y Y • 11 • 1 J W 1 v ism '- m T r r ii+ ..-e r `' O 2 H ' ' f F- a I■I T .. Y • • it Z ¢ CAD 1.. I O i 3 Z ti CI Z J O 1 OA H ii) a o H % Z = I H 1 1 1 s 1 I 1 APII+ Gil m 1 LO 6) tt) m iff M N N .1 • 9 IN ( SJO) 1IO1J FIGURE 4 -4 +W No 1 P. r . V t - l m 1 N (0 '1 111110 Cl. r Q «• CC rr it 1 0 i O r .. .. r ...t.... -.. . f...- f... •- - � ..... CO `. I ; i ;,i.... A a I F-- r ^ z > N 3 r CC .. -• - - -- 00 T ; l v or I Om f CU i W 6. O t E 0 Jr 1-4 ' F- iii N Z il r J r E iiir ii 3 F- O J ,' , CO J . ll Z - J O La- a O Z z 0 ~ Q Coll I iii 0 a i O. W N o OD CD t m G OD C f N i ( SJ0) MOld ill FIGURE 4 -5 #n for ilrr AA ill ® • a1 it itir . i I. r CI I kW o. r Q 1 • 1 ft 1 110.0 (9 0 Y r-- ...r-- ••r. -..l ,d . -1 1 ' T. u■ I / 1 1 z �+ W ray kit 3 W VJ .• 0 T � W r. ...r...... .. -. . i 7 Mit . • f' W ion 0 1 li i H 1 . 1 A Q W f ' • y it 3 N. 0 CO O 3 ' ci 0 1 H r.. i I W 1=1 ii _ _ , -n ,, 1:13 ,S6 © m m 4) N 00 VP .t N m co rp csb al • ( S .d0) M0"1.d le O. FIGURE 4 -6 +rrrr oft. CHAPTER 5 DISCUSSION OF DRAINAGE SYSTEMS tow taw The watershed area draining to the Rialto Channel has been divided into ten major drainage units which each have independent drainage systems. These drainage systems including the Rialto Channel and Cactus Basins are discussed below and presented in Figure 5 -1 (Shts. 1 to 3, incl.), Storm Drain System Index Map. Information presented includes descriptions of the types and locations or alignments of drainage facilities comprising the drainage system. More detailed information is presented for each drainage system in Chapter 10, "Plans, Profiles and Cost mop Estimates" of this report. kir► LINE A SYSTEM The Line A drainage system includes the Rialto Channel, the primary artery for the tor full study, and the Cactus Basin detention system. Line A follows the Rialto Channel from its mouth at the Santa Ana River up through three flow - through basins and a channel which parallels two other basins up to where the channel joins ir• Line C just above Highland Avenue. The only other drain in this system is Line Al which just through the two flow -by basins and their outlet structures. All facilities in the Line A drainage system have been sized for controlling a 100 -year r. recurrence interval design storm. Rialto Channel The alignment of the improved trapezoidal concrete lined channel (T.C.C.) follows tor the existing channel. Where feasible and where adequate conveyance was available for passing the design 100 -year discharges, existing road crossings and culverts were incorporated into the plan. In some cases, existing culverts which were undersized for the design discharge were augmented with an additional side culvert to meet the required capacity. Cactus Basins tot This comprehensive drainage plan utilizes the majority of the District's right -of -way in the planned upper Cactus Basins area for detention storage. Figure 5 -2 shows a plan of the three new Cactus Basins planned for this location. This area extends north of Base Line Road up to Easton Street; it is west of Cactus Avenue and is east �.. 5 - +r -- , _ — • • ... _ . . I 0, 6 1.c . ; . , - ,- • ,-,. :a. • , . , . i. I . L , . 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' I ,cs . 11. :, • ,..... :r•:• .inv... •I • ••: • 1 . .. . = 1 , y ' :W F Z <1 a' z z L ¢ z a w ¢Q w¢ Z Nz >o - cc W Q m £ Z ct _��- a!i / 3NIl3St/8 o m 5£ b£ • ' • • ' `� � c o d m ° m 0 0 w 1 cp ° U V z� � Zo , z N U W Z a J w cc cc m Q 0 W 0 co ° o O _ N I- � z m w J LIP Y cc a cc Q Q d T- o —_< ^ a 1S3H3NIM z N o > 2 z Q Q J m � � n W J } J J Q 0 ',- Y r- - -� �_ nooS ¢ I Q w o O za o � U) 2 w II z m- = I H S.4 O o m w m 1 ____ �, 1f1N1VM , Q a Z. ti a z N o cV Q W II CC >- o CO N Zco Q x n. 7.1 It W. m • N J r J� %LS Z / • ill. N II 11 ui > Q Z 1 .. iii 1S 3Ntl13afll� 'I i Q z > Q Q J 0 C cc ? 0 V) W Wm 0 1 '� w m .. I. 4 z am o Z W . >- N II U co 0 0 J 1 m cc U -J O Q C J -J zo/PC m N 1- -- :Ls I z a i). il ...c›- igi .-- w� _ NO1SV3 I m I 0 .". o '19 3OHV1 J W x 5E bE J I 1 � � '3A11 — — — — — — QNbIHJIH L - - -- 9Z LZ �dMH�JIH it 31V1S - -- V m I C 0 Z x J IN err +r Discussion of Drainage Systems of the Rialto Municipal Airport. The existing water conservation basins south of . Base Line Road, north of Etiwanda Avenue, and on the west side of Cactus Avenue are also utilized. w A system of five detention basins is planned consisting of two flow -by type basins in the upstream (northern) area with a parallel channel conveying the initial and base it flood discharges. These two flow -by basins would only store runoff volume from the peak of a flood event. The lower three basins are planned as flow- through O•• basins where the incoming flood hydrographs are detained and attenuated through reservoir routing. The hydraulic components of each basin, including outlet structures and flow -by channels, were optimized to reduce the resultin* downstream peak discharges of ta• two back -to -back 100 -year design floods. This included planning new outlet structures for the two existing water conservation basins. Water conservation can still be achieved with all of these basins by incorporating dead storage (excavation below the invert of the flood outlet works). The amount of dead storage needed for effective water conservation would be a fraction of the planned flood control ,..• storage. This is because the largest volume of yearly runoff occurs from much smaller (as compared to the design 100 -year event) rainstorms which occur much more frequently. Dead storage excavation and the associated installation of new ,, outlet drains have not been included in this storm drain plan or its cost estimates. L. Through coordination with the District and the City of Rialto Public Works and Recreation Departments, a 15 -acre park site was incorporated into this basin plan. Two alternative basin plans were presented in the Cactus Basins Alternatives Evaluation, May 1986, and were used as the technical base or t is coordination. Water Conservation taro The Cactus Basins are located within the Rialto- Colton Basin (underground) area. w. The West San Bernardino County Water District, the City of Rialto, and the San Bernardino Valley Municipal Water District have indicated the desire and intent to maximize the recharge of the underground basin, and to minimize the loss of any 'ow local runoff or storm flows to areas outside the underground basin area. Pe The Cactus Basins are located in the upper portion of the project drainage area. and due to the location on the alluvial fan, the basins will sustain a high percolation rate. The basins will be used for a combination of major storm peak flow reduction and detention of local storm flow. The City of Rialto has indicated the intent of excavating the basins north of Baseline Avenue to negate the increased runoff generated by the developing areas north of Baseline Avenue. The combination of P" air 1• 5 -2 iga tom Po Discussion of Drainage Systems reet local storm flow detention and storage of the peak flow of major storms from areas ,�. which are tributary to the basins will greatly enhance water conservation and assist 1rr in recharging the Rialto- Colton underground basin. LINE B SYSTEM it 1 The Summit Avenue Drain (Line B) is planned along the Summit Street alignment ,,• from the Mango Avenue alignment to Cedar Avenue where the line turns south to the Highland Avenue Channel (Line C). This major lateral is primarily an underground drain except for a downstream reach which is an open channel forming it the outlet. Line B has been sized for a 25 -year storm event. Lines B1 to B7 represent north -south feeder lines to the major lateral Line B. These feeder lines have been sized for a 10 -year event. tir LINE C SYSTEM ■■•• The Highland Avenue Channel (Line C) is planned for the north side of Highland Avenue from Mango Avenue to Spruce Avenue where it joins Line A.. Because of plans for an interstate highway along this alignment, this open channel has been i•• plans for a 100 -year storm event. Lines C 1 to C9 represent north -south feeder lines to the major lateral Line C. These feeder lines have been sized for a 10 -year PRA event. LINE D SYSTEM w• The Base Line Road Drain (Line D) will be aligned along Base Line Road from Palmetto Avenue to Cactus Basin D (Line A). This major lateral has been sized for w. a 25 -year storm event. Lines D1 to D6 are north -south feeder lines to this lateral. Line D7 is a feeder draining directly to Cactus Basin C. All of these feeder lines have been sized for 10 -year storm events. 1•4 LINE E SYSTEM it ort The Foothill Boulevard Drain does not follow directly on the Foothill Boulevard alignment. It is a general west to east drain between Palmetto Avenue and the tie Rialto Channel (Line A) which follows various road alignments south of Miller Avenue and North of Foothill Boulevard. This drain has been sized for a 25 -year event. Lines El to E 10 are north -south feeders to the major lateral Line E. These 'irr feeders have been sized for 10 -year events. 5 -3 PM bar it Discussion of Drainage Systems LINE F SYSTEM The East Fontana Channel (Line F) follows the north side of the Atchison, Topeka and Santa Fe Railroad (ATSF) from Palmetto Avenue to the Rialto Channel (Line A). Due to potential impacts on the ATSF transportation route and the embankment, this open channel has been selected to be sized for a 100 -year storm it event. Lines F1 to F9 will augment the existing Arrow - Kaiser and Tamerind Drains as north -south feeders to the Line F major lateral. 4" it Merrill and Linden Basins Pim A major feature of this drainage line is a flow -by diversion to the existing Merrill and Linden water conservation basins. Discharges in excess of roughly a 10 -year event will be diverted to these basins. No improvements to the basins have been planned due to their capacity to handle diversions from two sequential 100 -year design storms with the basins' existing outlet capacities. Line F10 is the diversion r line from Line F to the Merrill Basin. LINE G SYSTEM lbw The San Bernardino Avenue Drain (Line G) is aligned along Randall Avenue from po■ Sierra Avenue to Linden Avenue. At Linden Avenue the drain turns south to San w,,., Bernardino Avenue where it turns east again until it reaches the Rialto Channel (Line A). This major lateral to Rialto Channel has been sized for a 25 -year storm �• event. Lines G 1 to G7 are north -south feeder lines to Line G and have been sized for 10 -year events. LINE H SYSTEM The system of drains feeding the existing Interstate Highway 10 Channel (I -10 Channel) represent the Line H System. The I -10 Channel is a major lateral of the Rialto Channel. Lines H 1 to H11 are generally north to south drains which feed the I -10 Channel. These feeder lines have been sized for 10 -year events. The drainage area contributing to the I -10 Channel has been limited in this drainage plan to enable this existing open channel to control storm events up to the 100 -year design event. tbe 5-4 PIN tut Discussion of Drainage Systems sit it UNITS I AND J Lines I1 to I8 and Lines Jl to J5 are feeder lines that drain directly to the Rialto Channel (Line A) or to other existing drains that directly feed The Rialto Channel. The existing lines include the Bloomington Avenue Drain (City of Rialto) and the Valley Boulevard Drain (City of Colton). All of these feeders have been sized for 10 -year storm events. it tr tr it r he PHA far oft S -S 1 p. CHAPTER 6 BASIS OF COST ESTIMATES Unit prices used in preparing construction cost estimates for this study are based upon using an Engineering News Record (ENR) construction cost index for Los Angeles County of 5450 (January 1986). The Los Angeles ENR index can be used rr to estimate construction costs in the San Bernardino County area because of the proximity and similarity of the two areas. To adjust construction costs in future fix years, divide the future cost index by 5450 and use that quotient as a constant with which to multiply construction costs, of proposed drainage systems in this report to obtain estimated future year costs. Costs include contingencies of 15 percent for ism engineering and 5 percent for administrative costs. These were combined into one 20 percent contingency cost for each project. Consideration was given to the Sir existence of major underground utilities; however, cost of relocation or special construction cost would depend upon current conditions and actual location of the project at the time of engineering design. The cost for debris basins has been excluded because of the lack of realistic quantities relative to such construction. The cost for those systems requiring such a facility should be analyzed on an individual system basis particularly since in the past those facilities, so constructed y for this purpose, apparently were sized on the basis of the funds available. REINFORCED CONCRETE PIPE (R.C.P.) Yw R.C.P. costs are obtained from Table 6 -1. The prices shown in Table 6 -1 include ire all costs involved in constructing the R.C.P. storm drain complete in place, except for permanent resurfacing and manholes. Prices are based on medium traffic, medium overhead and underground interferences, and include the cost for light clearing, trench excavation to subgrade in stable soil, pipe bedding, placing and compacting backfill, and the disposal of excess excavated or removed materials. INN REINFORCED CONCRETE BOX (R.C.B.) Excavation: $16.00 per c.y. ,�•• The above price for R.C.B. excavation is based on a medium traffic, medium overhead and underground interferances and includes the cost for light clearing, excavation, placing and compacting backfill and the disposal of excess excavated or removed materials. iro 6 -1 itak ir. - too fir too Basis of Cost Estimates TABLE 6 -1 REINFORCED CONCRETE PIPE COST (DOLLARS PER LINEAR FOOT - INSTALLED)a ii. Depth To Subgrade - Feet Pipe Pipe Size Size In. 6 7 8 9 10 11 12 14 In. how 24 88 91 92 94 97 99 100 104 24 hie 27 92 94 97 99 10 102 105 108 27 sot 30 97 99 102 104 107 108 110 115 30 33 104 105 108 110 112 115 116 121 33 thr 36 108 110 112 115 116 119 121 126 36 39 115 118 119 123 123 127 129 134 39 h. 42 123 123 126 129 131 134 135 140 42 45 126 129 132 135 137 140 143 147 45 48 129 135 137 140 143 145 148 153 48 51 134 137 140 145 147 159 153 161 51 ,.. 54 142 145 150 151 156 158 169 54 57 148 151 156 159 162 167 177 57 60 151 159 162 167 170 175 185 60 e"' 63 167 172 175 182 185 194 63 hie 66 175 180 185 191 194 204 66 69 183 191 194 201 204 213 69 72 199 206 210 215 225 72 75 217 221 226 234 75 78 229 234 239 248 78 81 245 250 253 263 81 84 263 268 271 277 81 P" 87 275 279 282 290 87 90 288 293 303 90 93 298 303 312 93 96 306 312 323 96 +„ „ a Does not include permanent surfacing or resurfacing i s• 6 -2 i.. r Basis of Cost Estimates TABLE 6 -1 (CONTINUED) REINFORCED CONCRETE PIPE COST (DOLLARS PER LINEAR FOOT - INSTALLED)a Depth to Subgrade - Feet pp a Pipe Size Size In. 6 7 8 9 10 11 12 14 In. err ai4 102 330 338 102 108 350 358 108 114 370 378 114 120 390 398 120 Pim 123 410 418 123 126 430 438 126 129 450 458 129 132 470 478 132 3 Does not include permanent surfacing or resurfacing R.C.B. Structural Concrete bri Spans up to 6' - 0" $303.00 per c.y. Spans 7' - 0" $358.00 per c.y. 40", The above prices for R.C.B.. structural concrete include all labor and material costs, including reinforcing steel, for the structure complete in place, except for pavement resurfacing and manholes. Concrete quantities, per linear foot, are obtained from Caltrans Standard Plan D80 - 2. iw REINFORCED CONCRETE CHANNEL (R.C.C.) rs tor Excavation: $8.00 per c.y. The above price for R.C.C. excavation assumes adequate access to at least one side of the channel, some water within the existing channel, widths of 10 to 20 feet, fairly constant cross sections and includes the cost for light clearing, excavation, placing and compacting backfill. and the disposal of excavated or removed r materials. 6 -3 it r hit Basis of Cost Estimates F'" R.C.C. STRUCTURAL CONCRETE $358.00 per c.y. 10„ The above price for R.C.C. structural concrete includes all labor and material cost including reinforcing steel for the structure complete in place. Concrete quantities, per linear foot, are obtained from Caltrans Standard Plan D80 -2.IV, Alternative Cactus Basin Detention Systems. err Because of the cantilever requirement for the side wall, R.C.C. quantities of concrete and reinforcing steel, were assumed to be the same as R.C.B. TRAPEZOIDAL CONCRETE CHANNEL (T.C.C.) i Excavation (Same as R.C.C.): $8.00 per c.y. T.C.C. Structural Concrete: $279.00 per c.y. Iror The above price for T.C.C. structural concrete includes all labor and material cost, including reinforcing steel for the structure complete in place. Concrete quantities, fr* per linear foot, are based on an assumed section six inches thick. TRANSITIONS AND MISCELLANEOUS CONCRETE STRUCTURES Structural Concrete: $425.00 per c.y. rr Manholes Manhole unit prices include all labor and material cost (including frame and cover) to construct complete -in -place manholes designated as Type 2, 3, and 4. Prices for Type 1, 2 and 4 manholes are obtained by combining the cost of the base with the em formed of the shaft. Type 3 manholes are used with R.C.B.'s, where the base is em formed into the box and the shaft cost alone establishes the unit price of the manhole. Manhole unit prices are obtained as follows: Type 2 manhole for R.C.P.'s up to 36 inches in diameter and larger add: tag a. Base cost per Table 6 -2, plus ern b. Cost of shaft, per Table 6 - for the total cost of type 2 manholes. Type 3 manholes - obtain the price directly from Table 6 -3. Type 3 manholes are used only for R.C.B.'s. 6-4 itu err OPIR iiiii r ill r a wd • • •.1 •.4 10 01 N ((1 o v1 or r O M b 01 N 0 CO .-1 0. IA p MMaaa 111 N 011010 1010 r Nh O M • 0100110 01 b M 01 CO CO N r a v/ a hi PI .4 NbOMh v1111 WNW M OS MMaa 1111flbbb h h h a0 01 r♦vl H v4 ..l Pilli • o a o a 01 00 UI N CO 01 N CO 01 iii 40 01 N100 h 0a co N /1101 M100 r NMMa alfl In lnb bb■■ao . • . . . .4.4.4.4 ■ 0 N a0 Y1 0110 M 01 M 0103 a N M r 0 a .4 181 01 11 10 OM■.a P N N 0 01 a a IF N 01 b 10 b r r4 r4 v4 r4 v4Hv4 . -1 v1 v4 v4 v1 N e • • 01 r a 0 a 0 1 aN (01tN N N ..4 V) 01 bOM -1 (CON h •i N N N Maa a01 1 vi .-1 vi v1 • • • • • .•1 .-1 .-1 1) • N 01 h a ha o r a NCO OM CO 031 a h v1 111 N 10 0 M r .-1 a ►a l0 vl .- N N M M a a a Mtn 1 0 f1f .4.-1.-4.-1 _ .4 v1 •l • 'N01Na Ora0■ a Ow • f0 0 ON vlM 01 Nbo0 r 41 M 41 b vi v4 vl N N NM Maa or ,f •A � Pd r4 • N f1 .•, 0 ■ 01 b N 01 r a 0 h a 0 • IC 1 • M 'Oar. -( 00N10O 0.1 b 0 14 N b 0 .- I v i v I N ('4(4 M M a 0 c d , O w • N 01 10 N 01 r a 0 r W 14 14 •.1 O Mboar rt N01 O 04 (A .0 O O v1 vI vi N N N M 0 14 0 v1 .i .4 vl hi 0 14 • a 0 N W • b N 01 b N 01 r a 0 0 h 010100( ■vIM U WI 0100.1.1 vlNN !II* U .4 .-1 .a .a .a .a .a . w ■ 01 b N 01 b NM 01 a! 01 0101 100 ah in 010100.4 .4.-4 Om .4N.1 v1v1 • illor • N 01 b N 01 b v1 NM 010110 O N 01010100 va vl .4 vl O a N M b N O N N M M * (00101010 .1 pm ■ a a N O1 01 M M N N be a mama. • a a a N come P I a c o m e , hal • a a 01 coo M CO co Pm ■ a WI co M co ibs Pm 6 -5 i t IP tit Pm IN i i bi • 0 . 4 4 1 m e t e s• s • s 10.4. 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MO A 4 0 V 1 .i 10 N 1001 M O V -Ito N0 h one N O 0 4 .4 1 I • .4 .i N M MM 11 a '.0 111 U1bb h /040 01 1141 4.1 • ro N ^ 4J N N N N N N N N N N N N N N N N N N M Di il � 4. 7 0 A 14 0 • M O O 1 10 M N 10'0 M O'0 1 .4 M 01 M 1"...4 41 V 0 .4 '001 V NU101 M h 01040 MN0 1"'1 la • v .04 N .4 0.4.4.4 N N M M M a v 1(1141 111 b h10 10 01 V • N N 0 A N N N N N ('1(4 N N ('4(4 N N N N N N N N 110 W 1 0 Iq ... • '4 O 04 4 • ■ 0'0 M D 1 r4 CO N M 10 10 04 0 10 .1 10 01 M h p� •.I 10 04N '0 O 10.1 V•10 N 110104 10(41(9 ON • oo4 0) h in 10100.1 ./ MM1 141101" 1010 19 • a H • .4 N (9 N N N N N N N N N N N N N N N • Ili 101 M 0 M t • ■ M 0 '0 0 0 1 .4 10 M N 10'0 M 10 ,4 1.0 101 M V 01 N .4 10 01 N 01 10 N in 0104 010141 NO • 0101010 ..11NN NMMM V 111110 1"10 u .4 • .. • ..... ... .. In .1.i . NNN NNNNN NNN NN 12 • M O h M b M 001 .410141 N 10 M '0.i In 01 A N 1 .i U1 N '010 .4 1 (9U1 04 010 U1 co 10100101 0 0.-1 .i .i (9(9 (90404 1 b 1" .1 . . . . . . . . _ . .- I.- I. -4.-1 NNNNN NNNNN NNN N N 0. ■ 10 U1 M co M O '0M0 0 1 1 .410 10 '10 M 10 .-4 U1 01 10 0 4 40 1.14 01 N b 0 a 40 .4 40 40 10 04 0 CO 141 OI 1"104040 010100.4 .1 .4(9(9(9 MVN 141 '0 .- I.- 4.4 . -I .i. -INN N NN NNN NNN NN • (91(910141 0 hM0 '0 04001 114004 '0.4 e a '0 0104100 10.411101N '001 101104 010 4'" 01 '0hr10 100101010 O'4.-4.4(9 NM V 1410 • • • • • • • • • • • • • • • • OM v4 v4 .4 .4 .i N.4 .I NNNN N NN • N 10 U1 N U1 M 0 h 1 O'0 01 0 0 .i 141 10 M'0 M (91(10104 0.1 0IN10 01 .110141 040 01 '010 b h 10 10 1001 01 01 0 0.4.1 NNM 1 M .•.1.4.1 • • • • .-I N NN N NNN room • 0 1010(940 0110111040 NMO W M 0.4141 CO 01 4 10 N 111 01 10 0 1 40 .-1 U1 01 N b 40 .i CO 141 10101.010 h h 40 10 10 01010100 .4 N N 04 • • • • • • • • • • • • • • • • • • M.4.1.4 .1.4.4.4.4 .i. - I.-4N N NNN N • 101140 t41 1010(10'1 MDhMO 040.4 1e Novo U1 M M b 0 10 10 .4 U1 01 1011. -1 ill tl ammo '0 10 h h 10 10 1001 01 01 O .4 N • • . . • • • • • • • . • • • • . .4 .4 .4 .4 .4 .4 .4 .4 .4 .i .4 .i .4 .4 N N N rili • O h 11 U1 141 (910 11 (9 101104 OM •• OMhO 10 (9110104 '001110 0110 40 1 1 1• M 10 10 1 10 h 1" 10 10 1001 MO .-4 .-1 .4 .-1 • . . . • . . . .i N Ira 6 -6 iii illi a 6 • •.~a+ • • is 14 1 • 1001 N U1 00 .4 d• r o M 1001 .IM al .i 0101000 .4 .4 .i N C4 NN01 N a .4 .I.4 ., .4 .4 .4 .•I .•..4 .1 PP • 01 M O1 iill •• 0 00 4- 01 NN U1 .•I ♦ Vt ion • Is .1 1fl 01 01 b a0 10 01 O 0 01 O .•1 N N 01 4-• O V 0 PO • M 4- .1 U1 01 M .-100 10 01 0 N 0101 0 N iiii .1 M M V IP s • 4- .1 U10101 4-.4 U101M 4-.•I U1 0 ON01 ID V .- 1011001.1 00 N N01 01 4 UN 10 b 010 .•1 0101 0101 M 01010101 . 0140 V' Ca M • 01 4-.1 M4- .4 U101 01 r- .4 IP 0 4- r 4 N 01 ID V .-I 01 10 01 .1 CO ID .H 1•iNM01 V In 10104- 01 of 0 .i M 01 M M 01 01 01 M M M 01 01 V • • .1•1 b V• • 0101 r .1 U1 01 M r .4 U1 01 M • • M 01 4- V' N 01 ID V .•0 01 10 M .-1 OD 1 0 00 0+ 1.1 0 N 01411 41 MI 1010 r 000101 ••+ a w • 1.4 . . ■ ill 0 4 4I 44 01 .• 1 M M 01 01 01 M 01 01 01 M 01 01 01 M a 0 D 0 0 M 0 • U1 01 01 I. .4 U1 01 01 4- .1 in 44 V 1 D a .4 Ng V 0110 V -101 10 .+ .•1 N .4 00 .4 N M M V' 1n b 1D Is 0 .•I 1 .1 g V M N �0 a MM 0101 0101 01 M 'n 610 w 1D o• --- o o Al • • .-1 U1 01 01 4- .-1 1n 0' 01 r .-1 •.1 00 0 N 01 4- V' (V 01 10 V .1 0 M N O 0100.0N MM V U110 10 •.i (q .•1 y _�_ • 1 q 14 a N M M 01 M 01 01 01 01 01 01 ! la 0 •.1 • r .i 61 O1 M 4- .4 N 01 V a N 4- U1 N 01 r IP N 01 10 O 00 0100.4 NM V• u .1 M N N 01 M 01 01 01 01 01 • : • M 4- .♦ 0 04 01 U1 RI N O r U1 N 01 4-a N 01 CO 00 .1 11401 01 .i N N N 01 M 01 01 01 01 Pm • 0101 4- .4 U1 0101 4- .1 01 N 0 r O N 01 4- V N 01 4- 00 00 01 0 0 .4 N 01 N N N N M 01 01 01 01 • U1 01 M Cl .-1 U1 01 01 4- 1D U1N04- U1 N 014- V' ppla • 10 4-000001 00.1N k W N N N N N M M 01 01 ■ M 01 IP • ill CD 01 0.11 et 60 Is 0 A M s 00 Pm ea 6 -7 P Basis of Cost Estimates li• TABLE 6 -3 COST OF SHAFT FOR TYPE 2 AND 4 MANHOLES faa AND COST OF TYPE 3 MANHOLE 'kw Height Pricea ire Ft 1 $1,032 2 1,069 3 1,106 4 1,142 it+ 5 1,179 6 1,21.7 . o'" 7 1,254 8 1,308 9 1,383 10 1,456 11 1,622 12 1,695 13 1,787 14 1,861 r a Price includes the cost of a three foot diameter concentric or eccentric shaft, seat, frame, and cover. • Type 4 manhole (junction manhole) add: a: Base cost per Table 6 -2, plus 1r b. Cost of spur per Table 6-4, plus c. Cost of shaft per Table 6 -3 for the total cost of Type 4 manholes. Pm it 6 -8 tom ire fin Basis of Cost Estimates err " TABLE 6 -4 �i COST OF SPUR TYPE 4 MA NHOLE r ,, Spur Diameter In. Price a "' 24 $1,198 Mr 27 1,254 30 1,327 33 1,383 36 1,437 39 1,493 42 1,585 45 1,658 48 1,751 51 1,824 57 2,009 ire 60 2,100 63 2,211 66 2,304 69 2,433 72 2,635 STREET PAVING r^ Paving: $1.5 per s.f. P" To calculate the paving area of each drain line, it was assumed that the cross - section of the trench has a trapezoidal shape with a bottom width equal to the pipe diameter plus two feet, and one to one side slopes. The paving area was the top width of the trench multiplied by the length of the drain line. Po it 6 -9 lig CHAPTER 7 SUMMARY OF COST ESTIMATES The cost estimates for each drainage line and each drainage system are presented in Table 7 -1 which follows below. Refer to Chapter 6, "Basis of Cost Estimates" for a description of the methods and assumptions used in defining these cost estimates. ism Refer to Chapter 10, "Plans, Profiles and Cost Estimates" for a detailed breakdown of costs by the individual components of each drainage line. TABLE 7 -1 ,,. SUMMARY OF DRAINAGE LINE COSTS Drainage System Drainage Line Cost Line A System Line A $ 15,044,800 P ,, Line AI 3,278,900 Line A2 4,191,600 r- $ 22,515,300 4 Line B System Line B $ 8,599,200 Line Bl 1,617,000 Line B2 1,072,700 Line B3 1,011,600 ,., Line B4 1,025,600 • Line B5 515,500 Line B6 440,500 Line B7 259,100 �wr $ 14,541,200 1 err 7 - 1 6 Summary of Cost Estimates TABLE 7 -1 (Continued) SUMMARY OF DRAINAGE LINE COSTS Drainage System Drainage Line Cost rr Line C System Line C $ 4,682,300 Line C1 495,500 Line C2 481,700 Line C3 488,800 Line C4 488,500 Line C5 507,700 z Line C6 507,700 Line C7 460,400 Line C8 458,800 Po Line C9 519,700 $ 9,091,100 l" Line D System Line D $ 5,961,700 Line D1 440,500 Prn" Line D2 440,500 • Line D3 440,500 Line D4 469,800 Line D5 469,800 Line D6 838,700 Line D7 269,600 $ 9,331,100 rff ""' 7 -2 c Summary of Cost Estimates Pi L TABLE 7 -1 (Continued) Pi iim SUMMARY OF DRAINAGE LINE COSTS r ill Draina System Drainage Line Cost Line E System Line E $ 6,876,100 Line El 150,600 Line E2 150,600 '1.1 Line E3 167,800 Wo Line E4 329,400 Line E5 351,700 Line E6 374,800 " Line E7 386,600 Pi Line E8 409,100 Line E9 409,100 Line E10 411,500 $ 10,017,300 pm "' Line F System Line F $ 4,443,200 Line Fl 491,800 r Line F2 560,900 L Line F3 531,800 Line F4 230,200 ►` Line F5 253,000 irm Line F6 243,200 Line F7 206,600 O. Line F8 196,000 lw Line F9 196,200 Line F10 489,100 r $ 7,842,000 it Si E pm L. 7 -3 P" lig Summary of Cost Estimates r TABLE 7 -1 (Continued) SUMMARY OF DRAINAGE LINE COSTS Drainage System Drainage Line Cost Irr Line G System Line G $ 9,363,700 Line G1 263,500 Line G2 249,800 Line G3 249,800 Line G4 234,400 Line 05 234,400 Line G6 234,400 Line G7 234,400 Line G8 148,600 $ 11,213,000 ir• Line H System Line H1 $ 1,113,600 Line H2 638,800 '"" Line H3 634,900 Line H4 614,600 Line H5 885,600 Lr Line H6 130,100 Line H7 417,500 Line H8 150,600 itt Line H9 125,200 Line H 10 125,200 Line H11 146,500 $ 4,982,600 $r L 7-4 • Summary of Cost Estimates TABLE 7 -1 (Continued) SUMMARY OF DRAINAGE LINE COSTS 1" Drainage System Drainage Line Cost p, Line I System Line I1 $ 1,386,100 Line I2 945,500 Line I3 2,500,700 Line 14 439,000 Line I5 213,100 Line I6 130,100 Line I7 701,300 ba $ 6,315,800 Line J System Line J1 $ 526,900 Line J2 774,800 Line J3 1,043,600 Line J4 374,200 Line J5 254,500 Line J6 605,100 $ 3,579,100 b "` Total Cost for Project 3 -3 $ 99,428,500 i�. ro ba P "' 7 -5 iis 1 1 CHAPTER 8 PROJECT PRIORITIES A set of eight (8) priority groupings was established for the component drainage facilities of this comprehensive drainage plan. These groupings are the basis of the general guide for assigning the order of project installations presented in Chapter 9, "Phased Construction Approach ". The priority groupings presented have been defined in a logical sequence which avoids, as much as possible, downstream constriction or bottlenecks and also considers alleviating existing critical flooding and drainage problems. PRIORITY 1 This grouping includes the East Fontana Channel (Line F) and the diversion at Linden Avenue (Line F10), Line F and Line F10. The installation of these two drains will allow the effective operation of the Merrill and Linden Basins and alleviate the critical existing flood hazard downstream along Linden Avenue. Installation of these lines prior to improvements along the Rialto Channel may cause increased drainage problems along portions of the channel immediately downstream of the Line F confluence. However the Line F drainage area is currently within the Rialto Channel drainage area and the improved operation of the Merrill and Linden Basins will ultimately improve conditions along the further downstream reaches of the Rialto Channel. PRIORITY 2 The Cactus Basin improvements are included in this priority grouping. Lines A 1 and A2 include the installation or improvement of the five Cactus Basins. Although these basins are the most cost - effective facilities within this comprehensive drainage plan, they will only be partially effective until the drainage lines feeding them are installed (Priority Groups 4 and 5). Detention basin installations and improvements in this priority group will reduce peak discharges expected for the Rialto Channel. Sow PRIORITY 3 l "` The Highland Avenue Channel, Line C, comprises this priority group. This is a MP* line designed for a 100 -year storm event and will feed directly into the Cactus Basin 8 -1 taw . t Project Priorities 1101 detention system. With the prior completion of projects in priority group 2, this project will not adversely effect existing conditions along the Rialto Channel. PRIORITY 4 This group consists only of the Rialto Channel, Line A, excluding the Cactus Basin improvements. This is the primary drainage line of the full study area. All drainage lines in this comprehensive drainage plan feed to it. The high priority of L this line is given to ensure adequate downstream conveyance for the remaining system and alleviate existing drainage problems. PRIORITY 5 The remaining laterals and feeders which directly drain to the Cactus Basin detention system form the fifth priority group. These lines are listed below. 1r. Line B Line CIO Line D Line D7 • PRIORITY 6 ist This priority group includes the remaining major laterals to Rialto Channel. The .., Foothill Boulevard Drain and the San Bernardino Avenue Drain, Lines E and G, respectively, make up the group. These lines have been sized for 25 -year. storm events. 10 . PRIORITY 7 kir The seventh priority group consists of the feeder lines within the drainage areas of P the detention basins included in this comprehensive drainage plan. The basins include the five Cactus Basins and Merrill and Linden Basins. The lines are listed below. Line B1 Line Cl Line D1 Line B2 Line C2 Line D2 ,, Line B3 Line C3 Line D3 o Line B4 Line C4 Line D4 8 -2 Aar .. err oft r kir Project Priorities tiro Line B5 Line C5 Line D5 Line B6 Line C6 Line D6 p" Line B7 Line C7 Line D7 m Line C8 Pr List of Priority 7 drainage lines, continued. Line Fl Line F2 Line F3 ire Line F4 Line F5 Line F6 t rr „�... PRIORITY 8 The remaining feeder lines within the system form this last priority group. They are listed below. Line El Line F7 Line 01 t■ Line E2 Line F8 Line G2 l,,,,,, Line E3 Line F9 Line G3 Line E4 Line G4 ,m" Line E5 Line G5 Line E6 Line G6 imp Line E7 Line G7 Line E8 Line G8 Line E9 Line E l0 rim Line HI Line 11 Line J1 Line H2 Line 12 Line J2 Line H3 Line I3 Line J3 fit Line H4 Line I4 Line J4 Line H5 Line I5 . Line J5 461 Line H6 Line I6 Line J6 Line H7 Line I7 Line H8 Line H9 Line H10 Line H11 • it 8 -3 vrei Aot .+1111 INV Jig CHAPTER 9 PHASED CONSTRUCTION APPROACH There are six (6) separate construction phases recommended in this chapter. These phases have been based on the priority groupings presented in Chapter 8, "Project Priorities". Priority groups 1, 2 and 3 were combined as the first phase to keep the cumulative costs of each phase within a common range of about 15 to 20 million dollars. The cumulative costs of the other priority groups were already in this range. The actual phasing or sequencing of drainage facility installations will be influenced by the availability of funds, the pattern of new and future land -use improvements, the construction of transportation improvements, and coordination between the various communities and public agencies involved in drainage control. These influences are unknown or indeterminate at this time. The phases presented represent an objective and technical recommendation for the communities and agencies to use as an aid in their planning efforts. The projects included in each phase and the cumulative costs for each phase are r listed below. 11" PHASE 1 o rre Priority groups 1, 2 and 3. Line F rr., Line F 10 Line Al ,•� Line A2 Line C lit cumulative cost = $ 17,085,100 bit PHASE 2 it Priority group 4. Line A cumulative cost = $ 14,920,800 .» " "'1 9 -1 fire te.1 r 'mw Phased Construction Approach ti• PHASE 3 Priority group 5. Line B �.. Line C9 LineD Line D7 ." cumulative cost = $15,044,800 PHASE 4 Priority group 6. Line E L Line G cumulative cost = $16,239,800 PHASE 5 iow Priority group 7. Line B1 Line C1 Line D1 Line B2 Line C2 Line D2 Line B3 Line C3 Line D3 "°" Line B4 Line C4 Line D4 w.. Line B5 Line C5 Line D5 Line B6 Line C6 Line D6 •- Line B7 Line C7 Line D7 ow Line C8 Line F1 Line F2 Line F3 r "' Line F4 Line F5 ""` Line F6 cumulative cost = $15,511,400 erg PHASE 6 Priority group 8. """" 9 -2 who INV Phased Construction Approach Line E 1 Line F7 Line 01 Line E2 Line F8 Line G2 *■ Line E3 Line F9 Line G3 Line E4 Line G4 Line E5 Line G5 Line E6 Line G6 Line E7 Line G7 Line E8 Line G8 Line E9 Line E10 Line H1 Line I 1 Line J1 Line H2 Line I2 Line J2 kik Line H3 Line I3 Line J3 Line H4 Line I4 Line J4 ogis Line H5 Line I5 Line J5 Line H6 Line 16 Line J6 Line H7 Line I7 Line H8 Line H9 Line H I O Line H11 our cumulative cost = $20,466,800 Ow' far irt faa ler Pa Pa Vol ''" 9 -3 tow ova bar it CHAPTER 10 PLANS, PROFILES AND COST ESTIMATES Iwo This chapter presents plans, profiles and cost estimates for each drainage facility comprising this comprehensive storm drainage plan. The information is grouped P" into ten (10) independent drainage units which were described in Chapter 5, "Discussion of Drainage Systems ". Within each group an index map to the plans of the system is shown first, followed by the plans and then profiles of each .• drainage line; it is completed by a tabular cost estimate presenting unit costs and ita total costs for each component of the drainage unit. For a brief cost summary of the drainage plan, please refer to Chapter 7, "Summary of Cost Estimates". m- ire tom itor oink irs • r �Irr 10 -1 fink �r. Ts �IllS fop N Fs* 1� 1W ihoy'/ f v ' i 2sou s, Y +es a y' r < s ` \ 0 ` > •y ■ , -1 , ..: , 215 3 (yk _ _ ' eu s, •, 4 4,4 4 `. E, Rancho Verde ,'-1 i . 1 I 1'. .v ' i . 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' ; -, " : , : / " 7 \„: • ‘ iiw • ' . : : , • ) • . .. . : ii i '-, ;,..€ 6 ,,, ' '' . •;'. ••• 16 9.A. / /:;/ 0.4 <- • , \ , 4 : ; , '; ' ; ; •:',.. • .,,40 ;,." 4 PM k ""s ,-•'.' ‘. - . .. - - * / ./ • , ... 7 . Alk:4- ,. / . j IV • , . ; A.' ... • ; • 4Y ,:',, ' .-,,,,,./.. r ' ", t ••.-. •.. . . , v ." • J., ',.''' . , ; • - ' -*-, • (' ' ' .' ': ' ' e---4.--4,... ')s' /. 'l-'. A . - / , •, , ,• , ••:, . .., •• .,, sok '' ' ..„.t4.•,-;/• ; :-1 \, , , ' '0100 = 1 046 6 "; , •• - , —, ,,• , ,„ •-'' •.. ' . - .,= !•„:•••. • • •• -•-;', - • ' , . ki / , ./ s , . , , b •.•, 4 ..,.. , ' = 14":::, ii '':'..". „•'-,. ,:-, '.'," % - . •• 1- • Z = .1 pm i. '...i•• •.:•-: ••-•.:;•':'.• - . : • . ... , . „ . .. . . , \ ..‘ ...., ;. , . \ ,„ ,,,,,,:„:--:".:,.•,?;;,..-•,••'•-;•-• l',. Ow ',,‘ :•: , . in ,i.. '''.- ..- . • I-" LEGEND 1: 2... ..... ,.... , - -. UM .. PROPOSED UNDERGROUND DRAIN Po • PROPOSED CHANNEL ., „.. . „ , ill 101 PROPOSED BASIN 7 ,.:' ' ' -",:',-,-,," .. ' • . : '';' 0, /7, -ern - II MEM II EXISTING DRAIN ,,-,..,.,<' Pm IM•MI111•11 DRAIN SHOWN ELSEWHERE San Bernardino County Or EISS BASIN SHOWN ELSEWHERE FLOOD CONTROL DISTRICT sok COMPREHENSIVE STORM DRAIN PLAN be JAMES M. MONTGOMERY, CONSULTING ENGINEERS, INC. PROJECT NO. 3-3 A SERIES fill P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA. 91109-7009 DATE DRAWING NO. lir 12 1 n u: 1 000 ' 5 of 5 pm / is. pm Os . ;Po 0 10 20 30 40 50 60 aliir r _ _., _ , 1 1 960 1- - — -I- , -1 4 . "i + ' - ! .0' Pi 1 i i sie I 1 / firr I i I o 40 --+ . 920 i , ' ...... . . , ' . . ...-- _ .... i . I — I ill .0 1 PIM , ire 880 . .. , , , ' 4 . : .: I i ! i ..........ser — . — 1 I ill. i 860 ...--A......--. -..4,..... ......-.....,...,,,--- .., .........,....-- .....„; ...,,,,; m : ..,,,,....i., ' i ' — 1 aill t ....--,..,,,.......--,....... , ...,.......,,,-- 7 .....,.....„.1.„.....-......., ; i im,_„,„ CO 1011 C.5 13 < Pm 0 CC ilo < C/) • -2 Z > 65 Pm' CC < CO <C) W 2 0 co ui c\I < 1W z ° < W D r- Z < W Z Z — -I Z Z < < LO I q < 0 o 5 Pm Z + < CO Iv 0) ■-• s 0.0056 0.0215 .. , um ism 0100 10466 . . , , 10466 L 1 1675 6745 , PP TYPE! TCC* TCC* SIZE,. 20 x14 20 x 12.5 on imo * Z = 1.75 010 , San Bernardino County so FLOOD CONTROL DISTRICT Pk COMPREHENSIVE STORM DRAIN PLAN km JAMES M. MONTGOMERY, INC. PROJECT NO. 3 CONSULTING ENGINEERS, . P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. l' = 1000' DRAWING NO. 12 VERT. l = 40' 1 of 5 , air' omm iirr P. 60 70 80 90 100 110 120 ite 1060 1 pom 0 1040. • S • iw 1020 S ..... , 1 00 i i irrl 1000 _....,.. _. ✓ 1 t iii, 9801 � 1 960 r 8o 0 ii., c W m c3 U 6 ' W Q CC c) C2_, W > W - 1 W 6 Z pia z ix 0 Q W Q m Z. N t) mZ m m a Yr o J > 0: w Q: to w CC z Z p tt erp J p < #.,› 1 < CO ul a X X Q Xo • P"" Q V) o m In d > nh J ›- N T. 1- Z '- O In ill m .• N I in 15 co 1 0 0 r— M M ' 1 ~ N N-2 0 N Z + + 4 '_ O co d , . co S � _,..._.. .,w...,. Q.0215 ................. ^-. 0.0087 8.... 0.014 6.._ � . . ,. . oA1a . 0.018 0.0140 � Pm i ilo Q 100 € 10466 9563 9563 9 9! 6708 6745 576 676 223 291 1379 i Pr TYPE i TCC TCC TCC TCC T TCC i SIZE t 20x12.5 12x13 12x13 12x1 12x13 12 x10.5 Pm irr * Z= 1.75 pm San Bernardino County iii FLOOD CONTROL DISTRICT PIR COMPREHENSIVE STORM DRAIN PLAN "" JAMES M. MONTGOMERY, CONSULTING ENGINEERS, INC. 0. PROJECT NO. 3 - 3A bra P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. 1' = 1000' DRAWING NO. 12-86 VERT. 1' = 40' 2 of 5 rr I. iwr r 120 130 140 150 160 170 180 for 1160 ., .. t P 1140'. , ' i Pm 1120E 5 � „.:,..._,_.__,,.___.,/ Pi 1100 1„.„ ,...� .., _ .n.�_,.. ... . .. „ .. , . ... .. � �:,i - s 1080 1060 _.,..�,,. ✓ . _ ... � . .: ®,.. � ..... 1040 _- .., . _ m,,,.v- . ..... . , _.M , ., , , --- Pm 03 m co m Ilo w w Pe 0 > Q a z bit W cc 0m ¢z co ui ma a �M (°cs zI- CC ' Q iro Li j Ps Lii 0 � Z Z j Q 0 OZ O --I � -.1 • _.1QZx 0 2 O Q xQ 0 00 3 a 5 ? am , g0 T. Z ra P" x- J Z I O J I II I CC CV JQ N 0 N N Z bot O 1 ti m 0 u 0 Pm + N + Z + + W N nt O (0 (0 T T T ow , 0.0170 0.0140 0.0104 5 i," 0 1001 6708 5608 4880 L 5 1757 2038 545 Pm TYPE TCC TCC TCC g SIZE , ^ 12 x 10.5 12x 10.5 12x 10.5 Pm tot * Z = 1.75 Po it San Bernardino County FLOOD CONTROL DISTRICT FA COMPREHENSIVE STORM DRAIN PLAN lir JAMES M. MONTGOMERY, O P CONSULTING ENGINEERS, INC. PROJECT NO. 3 - 3A i>wr P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. 1' = 1000' DRAWING NO. ,,, 12 -86 VERT. 1 ' = 40' 3 of 5 boo rot w re b 180 190 200 210 220 230 240 it g 1260 ".,,..:.. �... ..� ................ _ 1240` PR . . 011 1220; � ... i r r 1200 ` _._..< ! ...._. _,. ,... _ _ .. . 1 P^ 1180 i -.- irr ..' o „ 11601- ...y,! 1140 ....... .. Cc 0 J Q U ri O a G cc i- Q Q < � > V W .� 0 A* = m �� 0 CC Q 0: W CC V Z cc ZC o H o 0 0 0 0 co J W 0 J etf U J x V x r Z °x° OQ 0 1 O a l 6 - 0 r M pp 0 _ N 0 N N N + N + N + + + !m . CO 0 ) � 0) O 0 N N N N I ,., S E 0.0151 0.0172 0.0157 0.082 0.016 . 0.0224 i,,, Q100 4281 4281 305 3058 3058 3058 i L . 2565 1523 307 610 495 288 TYPE . TCC * TCC * TC TCC TCC TCC SIZE ; 12x9.0 12x9.0 12x 19 12x9.0 12x8.5 2x8.0; OP Iv * Z = 1.50 O„ San Bernardino County • to FLOOD CONTROL DISTRICT fro COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, PROJECT NO. 3 - 3A e m CONSULTING ENGINEERS, INC. ii101 P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. 1' = 1000' DRAWING NO. P o 12 -86 VERT. 1 = 40` 4 of 5 o gni I" 240 250 260 270 280 290 it r , 1320' , it 1300 r 12801 . f buo 1260 t .....1 _ ! // Pm 1rr 1240 - , Pa 3 1220 Pm co co co s km fo"" W 0 > LLI Q its m 0 Q fA CO CO 0 co pm U J 0 W 0 0 0 Z 0: _ cc W cc Z Q L. o x ~O x J w co Z r� w cp O co _ Z O co P—I et W I 10 I _ Z fr CO N p p to 0 N 0) .— N —a + + + + 10 cv rr N N N N „ S 0.0178 0.0152 0.0159 irl 0100i 3058 1807 1807 L , 1492 1210 1235 _ TYPE TCC TCC* TCC* SIZE 12x8.0 12x6.5 12x 6.5 ow ar * Z = 1.50 PM lit San Bernardino County FLOOD CONTROL DISTRICT P k iiii COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, PROJECT NO. 3 - 3A Pi CONSULTING ENGINEERS, INC. Its P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HOW. 1' = 1000` DRAWING NO. 12 - VERT. i” =40' 5 of 5 irrr r r 280 290 300 310 320 330 340 A iii 1400 x ,.,....... ,.. . PP 1380: . > Iim F III 1360 �.. irr .. i 13401 . ; .. .f IA v..sw..r..... - ....- ..... -.v. r. ay. r, w- aw•. ». 1320 ..�.+...�. .- .mom..«.. .. M 3 �. , _„, .. „ ...... .... z w.. ...,_... .rt _. � .,. » ,e.,,......... » «. ..,.. ,wd..,. . >.....,.em> 1300 P > 0 ire ¢ ¢ CN a w ( ¢ P"'" Q ¢ J w Z Z 6... Z Z J Z Lu ~ J O' co O P.... w ¢ :r O in r N 0 0 N N CO 11r + 4- + + + + + Poo CO CO N CM M M CO hi Pa' S 1 0.019 0.05 0.021 i 1807 1886 1244 W Q1001 . L ` 265 110 200 PI TYPE RCB BASIN E RCB BASIN D RCB BASIN C SIZE, QX 60 AF 2 -8x7 180 AF 12.5x5.5 365 AF 1 as si San Bernardino County si FLOOD CONTROL DISTRICT Pa COMPREHENSIVE STORM DRAIN PLAN it JAMES M. MONTGOMERY, PP CONSULTING ENGINEERS, INC. PROJECT NO. 3 - 3A1 ism P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORI2. 1' = 1000' DRAWING NO. 12 - VERT. 1' = 40` 1 of 2 rim he PM OM 330 340 350 360 370 380 390 pm 1460?..... ., .. No i I r " 1440 - !: .. ill i ./.. Ill ! .,. ; r.... it i ••••• / 4 ,,, 1400 / ..e. . . 1380 pm 1 § air 1360 ° ._: , .... _ ... w ...� Not u i kr 1— w Q U r• Z Z CI W Z ? ill CO a a J Z Z J Z Q ilr m m = to in in in to N- IN co co co '- + + + + + C) CO OP" CO CD C) CO CO LO CO CO CO 6 M CO CO M ,. IL* S I ... , 0.0 0.017 0.017 0.017 ii 0100 635 1345 4811 4811 L 3 1700 1300 550 60 PP TYPE TCC TCC TCC RCB SIZE a 12x5 12x6 12x9 11x8 Pm iii * Z = 1.5 ill San Bernardino County FLOOD CONTROL DISTRICT Pil COMPREHENSIVE STORM DRAIN PLAN iii JAMES M. MONTGOMERY, CONSULTING ENGINEERS, INC. PROJECT NO. 3 - 3A1 iiiiI P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. 1' = 1000` DRAWING NO. 12 - 86 VERT. 1' = 40' 2 of 2 iii. II"! i iii r 0 10 20 30 40 50 I , 1430L_ ._.. ., 1 410 ( a--"---4-"--- , iii 11* 1390 iii / . Ii" 1370 t ill 9 y 1350 #..:....- k 1330 �__ ._.. �..._..........., ' I/ i H w w J J e � T Z Z r T Z N. Q Q Pm J O Z Z Z Z J J :3 Z O O' M : tr) + N S ; 0.039 0.032 iii , Q1 00g 512 250 L ' 280 240 TYPE RCP BASIN B RCP BASIN A SIZE = 2 -54" 310 AF 54" 260 AF iii iii San Bernardino County FLOOD CONTROL DISTRICT COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, PROJECT NO. 3 - 3A2 CONSULTING ENGINEERS, INC. P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. 1" = 1000` DRAWING NO. 12 - VERT. l = 40' 1 of 1 im Iw 4 DESCRIPTION QUANTITY UNIT UNIT COST PRICE LINE A 2 - 8' X 7.5' R.C.B. 150 L.F. $ 520.00 $ 78,000 Transition 30 L.F. 460.00 13,800 li 12' X 6.5' T.C.C. 1,194 L.F. 230.00 274,600 iii 13' X 8' R.C.B. 80 L.F. 529.00 42,300 Transition 55 L.F. 460.00 25,300 12' X 6.5' T.C.C. 1,151 L.F. 230.00 264,700 13' X 8' R.C.B. 110 L.F. 529.00 58,200 T ransition 75 L.F. 460.00 34,500 ill 12' X 8" T.C.C. 1,422 L.F. 270.00 383,900 2 - 8.5' X 8' R.C.B. 75 L.F. 750.00 56,300 Transition 50 L.F. 540.00 27,000 12' X 8' T.C.C. 238 L.F. 270.00 64,300 rm 2 - 9' X 8' R.C.B. 50 L.F. 800.00 40,000 Transition 50 L.F. 580.00 29,000 12' X 8.5' T.C.C. 443 L.F. 290.00 128,500 2 - 9' X 8' R.C.B. 360 L.F. 800.00 288,000 Transition 60 L.F. 600.00 36,000 r m 12' X 9' T.C.C. 552 L.F. 300.00 165,600 2 - 12' X 8' R.C.B. 110 L.F. 910.00 100,100 Transition 50 L.F. 770.00 38,500 12' X 10' T.C.C. 255 L.F. 340.00 86,700 2 - 8.5' X 8' R.C.B. 170 L.F. 750.00 127,500 F" Transition 60 L.F. 600.00 36,000 L 12' X 9' T.C.C. 1,467 L.F. 300.00 440,100 2 - 11' X 8' R.C.B. 80 L.F. 860.00 68,800 Transition 40 L.F. 60.00 24,000 12' X 9' T.C.C. 2,521 L.F. 300.00 756,300 2 - 11' X 8' R.C.B. 90 L.F. 860.00 77,400 Transition 60 L.F. 760.00 45,600 12' X 10.5' T.C.C. 487 L.F. 380.00 185,100 1: Subtotal Line A Sheet 1 $ 4,102,600 r i San Bernardino County FLOOD CONTROL DISTRICT COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, PROJECT NO. CONSULTING ENGINEERS, INC. 3 - A SERIES P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE DRAWING NO. DEC 1986 COST ESTIMATE 1 of 4 E / , A I DESCRIPTION QUANTITY UNIT UNIT COST C PRICE LINE A Continued Subtotal Line A Sheet 1 $ 4,102,600 be 2 - 12' X 9' R.C.B. (exist.) 180 L.F. 0.00 0 Transition 50 L.F. 640.00 32,000 rr 12' X 10.5' T.C.C. 1,990 L.F. 380.00 756,200 ill 2 - 12' X 9' R.C.B. (exist.) 140 L.F. 0.00 0 I. Transition 40 L.F. 640.00 25,600 lim 12' X 10.5' T.C.C. 1,721 L.F. 380.00 654,000 2 - 12' X 9' R.C.B. (exist.) 110 L.F. 0.00 0 #" 6' X 9' R.C.B. 110 L.F. 370.00 40,700 ire Transition 20 L.F. 760.00 15,200 12' X 10.5' T.C.C. 1,341 L.F. 380.00 509,600 ew L 2 - 14' X 10' R.C.B. (exist.) 120 L.F. 0.00 0 Transition 110 L.F. 950.00 104,500 12' X 13' T.C.C. 197 L.F. 475.00 93,600 Iii 2 - 14' X 14' R.C.B. 300 L.F. 1,300.00 390,000 Transition 30 L.F. 900.00 27,000 P' 12' X 13' T.C.C. 183 L.F. 475.00 87,000 kr 2 - 15' X 14.5' R.C.B. (ext.) 520 L.F. 0.00 0 Transition 80 L.F. 900.00 72,000 12' X 13' T.C.C. 592 L.F. 475.00 281,200 15' X 13.5' R.C.B. (exist.) 260 L.F. 0.00 0 r" 12' X 13.5' R.C.B. 260 L.F. 660.00 171,600 i. Transition 100 L.F. 900.00 90,000 12' X 13' T.C.C. 486 L.F. 475.00 230,900 PM 3' X 12' X 11' R.C.B. 90 L.F. 1,500.00 135,000 Transition 50 L.F. 1,300.00 65,000 20' X 12.5' T.C.C. 6,695 L.F. 530.00 3,548,400 imi 3' X 14' X 11' R.C.B. 50 L.F. 1,660.00 83,000 Transition 50 L.F. 1,050.00 52,500 Ir 20' X 14' T.C.C. 1,635 L.F. 590.00 964,700 be Subtotal Line A $12,537,300 I: San Bernardino County FLOOD CONTROL DISTRICT COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, CONSULTING ENGINEERS, INC. PROJECT NO. 3 - A SERIES P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109 -7009 DATE DRAWING NO. DEC 1986 COST ESTIMATE 2 of 4 eig : ` , DESCRIPTION QUANTITY UNIT UNIT COST r. PRICE ill P P Subtotal Line A Sheet 2 $12,537,300 kg Contingency 20 Percent $ 2,507,500 Pm iiii Total Line A $15,044,800 pil LINE Al L Basin E Pi,,, 2 - 8' X 7.5' R.C.B. 265 L.F. 715.00 189,500 it Basin D 2 - 8' X 7' R.C.B. 110 L.F. 693.00 76,200 C m Basin C 12.5' X 5.5' R.C.B. 200 L.F. 445.00 89,000 r ,, Excavation 455,000 C.Y. 3.00 1,350,000 im Spillway 1 EACH 100,000.00 100,000 12' X 5' T.C.C. 1,700 L.F. 188.00 319,900 Po 12' X 6' T.C.C. 1,300 L.F. 216.00 280,400 irr 12' X 9' T.C.C. 520 L.F. 300.00 156,000 Transition 30 L.F. 600.00 18,000 Pw Le 2 - 11' X 8' R.C.B. 60 L.F. 890.00 53,400 Confluence Structure 1 EACH 100,000.00 100,000 :: Subtotal Line Al $ 2,732,400 Contingency 20 Percent $ 546,480 i., Total Line Al $ 3,278,900 :: P i gil IN San Bernardino County op FLOOD CONTROL DISTRICT No COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, PROJECT NO. 3 -3 A SERIES *i CONSULTING ENGINEERS, INC. NW P.O. BOX 7009, 250 N. MADISON AVE., PASADENA. CA 91109 -7009 DATE DRAWING NO. DEC 1986 COST ESTIMATE 3 4 pm of r. ) UN DESCRIPTION QUANTITY UNIT IT E COST PRIC LINE A2 Basin B Inlet-Outlet Facilities 1 EACH 100,000.00 125,000 Excavation 630,000 C.Y. 3.00 1,890,000 Spillway 1 EACH 100,000.00 100,000 Basin A Inlet-Outlet Facilities 1 EACH 125,000.00 150,000 Excavation 376,000 C.Y. 3.00 1,128,000 IP" Spillway 1 EACH 100,000.00 100,000 Subtotal Line A2 $ 3,493,000 P" L. Contingency 20 Percent $ 698,600 Total Line A2 $ 4,191,600 Pm Total Line A Series $22,515,300 c rm ar Pi kg San Bernardino County FLOOD CONTROL DISTRICT COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, CONSULTING ENGINEERS, INC. PROJECT NO. 3 A SERIES P.O. BOX 7009, 250 N. MADISON AVE., PASADENA. CA 91109-7009 DATE DRAWING NO. DEC 1986 COST ESTIMATE 4 4 of bra N ' "� ��i . .. `K /Ir : d , ! < ' :���� '''- :' ,, I ■ C . 3000 IN zsoo 701 L.L( 2 '' 1111111 es E. 715 ',4Y----,,,,,': 'vvx' eu en ?r re,. El n•ecno v..e• ° , � 4` ,� • +k +'t-. aen , & ,tm.:.-..,,,, • RI NM .. .... "a to,... 25004 2000 z 0 i.61i� wi 100 0F, , : WI ,,, C < . i a " ' s E As .i1 O 4 4, x wee., ` • e 3 :� r. 1 ..xx u.. t .e. Lif �i IL . w , fl_ ; I xt - 4 1 & I 1 I , x.. :7:rill-. � �4!1'>IiA��'� a,n Y ° , , � �� & REAL ' k - 174- 7 ,fing Bzw•Poir9 i . 11 •` c Y d d 41 � im. Irx„ � I w iw . �s� � –,:,11M sd. , I 19 " is — � s ' 9 x t - 1- A. -® �I_ d ® I� ©iig a 4 iii 4s "" ' ' 10 00 M� ' 1000E - u�.. ' o... x — � �.�!�1�� '� ''Q 5 � R 11 I I I - - 9 I� -� t r _ Goer Go u..• . l :iii:"-'4' : . y RIALTO ' 11011 1 1� ' �®® ( ! r ° 9' RIALTO a i I�f'1 FIIIE IM® ° a Ems �'- Arcem•n r°"" 6 s''' F• ■ < � -------- - [• 5 _ .� a •M � xv S �, ,- � nary " 7 1I 11- . ` i � : _ xr ' --z II -17r111114111:11111 • b _ i.Cl.r - �, xAL t^•i W r.c .. ' - Y e lu —o ms. � s. � ` es.gf cy n. t` .�d,. ® Yl�� S , f a . 3: • �� . da TM , . ! ��' %•i rxe s ` / F7F7 � � lil 4'. ' "' I t . l rth ,. < I � w 1111 • riMP 11E1 iz:::' i , r` - ""rit'g - Now ow , 1! / itirt t _ 0 .- tior Imo ���I� IV 1� •. - I .wJ a�L 1 � :Yl. .�. o ` fin , ���m� mi INN a s ue ' V 9 C + i t iMli . IN MI il i IiIiUii \ � .... ,r e f t AV - 111111"T x IIIE ,` 0 F -- ®, epr..... 'Q J N � �� EIN MN '«...h ■ ,ems INDEX TO B SERIES PLAN DRAWINGS f"' ilia hi ' / t'.., e� .. f C ,,/ ° roW r ° e ;< 1r " i Iiii Q / Q r ! , cc 1 Irnl Z5 i g : qL ;i W e ~ , k• it 11 ■ ■ ./"'"''''..--,.. ',Cr"' (E) / , )‹. . \''', ■ 1 % ■ s ■ ■ , f .. 5 ° ilia, ■ ■ ■ W ■ • III LEGEND W , ' III PROPOSED UNDERGROUND DRAIN . '■■. . _ ... ,. w , "•,� µ: z-.1.„ PROPOSED CHANNEL ,' III , , 1 CI PROPOSED BASIN ■ ° °" = , NM M E M EXISTING DRAIN i •'4 ',/,,, IN PI 1..• DRAIN SHOWN ELSEWHERE San Bernardino County ESW BASIN SHOWN ELSEWHERE FLOOD CONTROL DISTRICT JAMES M. MONTGOMERY, COMPREHENSIVE STORM DRAIN PLAN CONSULTING ENGINEERS, INC. PROJECT NO. 3 -3 B SERIES to 6 P.O. BOX 7009, 250 N MADISON AVE., PASADENA, CA. 91109 -7009 DATE DRAWING NO. 12 -86 I 1" =1000' 1 of 3 7 v , fg. 6 II , P --,... :' / iiii g 1* a) , + . , , •. P• . , a / U.J Li > - ,, /••\ .'":. < , 0 / ,./- LLL till > 2 < ' . -,,, , :; '', VIW. t , , - • 7 o . Nt ‚7 „ —J PI CO IX ,„ ,-- CO , , , A*. * ,,,,* * * ' ,, 21 .4. ,..;, : ..„, es, .0 Wza ‘ ' , ° It CI) z - :': •zrt : - , c0 / - 0, ,---- v.- i t<41 i . , : le , CO / ' , < ../ / ,,/, 4, ..." 4 1. ., 79.0 7 „- / ' „ 9.5 ,. 9.5' '; 10.0' r Li - -- / , „ E: , :1 SUMMIT A' -, „,,,,„ :,.:"....-„ „ .: tiii f - Pill o itil' 4 • ;: ; '' 0 :: `` ,.. / ' / ■I ,' ,.• 1*.A,'' Pil : 4 , 0 LEGEND , # PROPOSED UNDERGROUND DRAIN -a - 0 # • PROPOSED CHANNEL -// MI PROPOSED BASIN / ;. # ,, # •111.1.. EXISTING DRAIN I•••••• DRAIN SHOWN ELSEWHERE EIE San Bernardino County BASIN SHOWN ELSEWHERE FLOOD CONTROL DISTRICT COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, CONSULTING ENGINEERS, INC. PROJECT NO. 3-3 B SERIES r 6 PO BOX 7009, 250 N MADISON AVE PASADENA, CA 91109-7009 DATE DRAWING NO. 12-86 1"=1000' 2 of 3 I. .. . . . . — . .. PI i /...' A ( ,"' ' ,.' ,,,,,,•<” '•,,, .,'." • ,‘" .<‘ i 1- .•' SI"' W // . '''''... - -, • , / . ,, ,,,. ' -*, ,,, , ) ,,,, ,, i , ,, , ;' •'''' , ,,, /, .; 4\/"/ r i .,- : * 60 • :, . , . .. •„„ • ••,. Pe .., ,./ / / il. ... ' :At • (e /' '''1- * 0 ,. I / , ( '''' ..,. We),.. '' .;;;••-•'•":.- " !* ,,,, 1 , ."'"/.• : / . ''.., i'd):1•;c>2 - 44. 2 - .F•' : 3 r .,- - , /r' 2 / 1 0-.. , ,/ , „,,- iiii BIM , .-.-.' '''"1 0' r OUIVINLT ST* 10G - -/ : V ! ' ' ''' ;;'-''' : ,s. . ,,, ., .i! ' ° .. ' / . 0 4 0 f * '' ., , % r ill -''''''; ' - ' . . .. ' 0; .; - 1 ' ''''^'''. ' ' ; ; -.7' ; ' ; ' . Y; ;- • -•;: C tO . . • P / 2 , N? 'I rr; .----• "-- , 1.• •., . ,.. . , .. . . . : . ...., .. PPR . • ,. , ,,, w :• . ,• ::::,,, . / . .. 0 • , .;•'/ D3: , .. r .,•-''' :: 5:' • 0 0 < :i hi •,,, .,..„. , . • , ., ? ;. . ., • > / . :4 ,, , , ,,..? z ..,. 4„ ::. . , .• ,/ s,- : . =,.• =,• .. 4 01 , g , ..0:Pel w ot ,,,,,,,, 0 ;:tr... i: t4'''`o ., * < BOHNHERT ;. t- I AVE. '',. : , , ,0 ,, 0 4 osRe, ,, t . *0 olle ig• '''' ' % ''ik,' 11'4,-9 - KOM r it ID LI' CI' Mt z • Jr iligh„Seh- CC 1 ; Mt x .., 0 /z/ os .1 . .” * - 0 III LO " a lir . II .) ,, • W e : i 111 ..,,, S .... „ 111 C LEGEND -4. 1- 1- T < •ft >' mis • 11 11 11 11 < 111 0; Iv 0 ,,,, 0 0 0 PROPOSED UNDERGROUND DRAIN --' 0.0 v N I 7 ' •-•-'' '-';:'-' FR • PROPOSED CHANNEL . ell ilik ICI PROPOSED BASIN 0 •...• EXISTING DRAIN 1IMMMMEIMIL3•111•1111111•1•11111111•1111111111M1111111110 1111•111111111111• DRAIN SHOWN ELSEWHERE : San Bernardino County NO BASIN SHOWN ELSEWHERE FLOOD CONTROL DISTRICT : COMPREHENSIVE STORM DRAIN JAMES M. MONTGOMERY, PLAN CONSULTING ENGINEERS, INC. PROJECT NO. 3-3 B SERIES : P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA, 91109-7009 DATE DRAWING NO. 12-86 1"=1000' 3 of 3 : -. P ill 1rll . 0 10 20 30 40 i 1540 • ,, ,a.., �..... ,. _. �..w,. ._ _., ,.. 1 � 3 I'" 1520[ i $ . 6 r i . �...._.. .. ,...........,_ _�.�_. w, , I 1500 1480 '- �. #.0 ; 1 r 4 - / . - , 1460 — — __.m„ — __..— .n..4.._—, s �_. n ., _.,—. �,..... t _ .. _ 1440 nerew.. �.. -... .• -_.».. �. n._.-- .�..v... .�-... .�,.. r. a. ...... .w,«w,.., w.r,. n ., �.. . twr.� +ne .. ,wa aanr+n...w,..u.n,w �- n,.- n... «.m..mw .+wrr,re. nwaxea. F., .. .. ....� r L W Q C9 0 < 0 0 P" U z p l Q w Z Z z 0 Z r z I m L 8 0 0 8 in : 0 + + + ti N co r S 's 0.020 0.017 0.016 L 0 85 2 2242 2178 L g 750 1850 1350 _.. TYPE TCC RCP RCP SIZE 12x 13.5 126" IA" ill * Z = 1.75 IP San Bernardino County FLOOD CONTROL DISTRICT F. COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, PI C ENGINEERS, INC. PROJECT NO. 3 L P.O. BOX 7009. 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. 1' = 1000' DRAWING NO. 12 - 86 VERT. 1' =40' 1 of 4 1 . ire 6 u 40 ., ... _ ...50., .�_. �.. ,a _..6�. a �.....�..,....,� 70 ..— ... -.�.._ . - �. --.,---- 90 1620 ` .. �..........� ... ..._ 1600 �:�.... »._ .. ,. ,.., .. ...... ..... _. ^....�. �..�,..__ .. � _.m....w , _,,. «._,. .....,�_ «.. .�..� ..e.. 4 ` 1580 . .. , ,�., _ - -... , . iii , .._...............�.... ,, ✓' ..,..___ ... ...., _ .... . � r.... _, .. �.,.,... �. ._....� ..,.. . i . f IP r 1540 -...! } s i ill 1520....._. _.... k..�.,�...p,,...T �.._ NM ill CO CO CO CO irg 0 >m >m Q W Q W E 1 Z Z > J W J Q Z M Z Z W 0 0 G7 J Q J 0 d J Q g 2 to 0 to + + F cn M co co o W S .0 13 .016 .013 irr °25 x 2122 2050 1834 L : 1300 1350 2450 TYPE' RCP RCP RCP . . ..... ........ . / SIZE 126" 120" 120" >..., .. - . .. - .._.._... .._.. ...... . w... a ._ .. �... s , ., ^._ ...�.., ... ..�_.. _...... �,.�._.M..._�..�..�,.,... IP 6 San Bernardino County FLOOD CONTROL DISTRICT pi iii COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, Pi CONSULTING ENGINEERS, INC. PROJECT NO. 3 -3B iiii P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109 -7009 DATE HORIZ. 1' = 1000' DRAWING NO. 12 - 86 VERT. 1" = 40` 2 of 4 [ PE INN . PPI 90 100 110 120 130 140 Sir 1700 ; in . IP 1680 ' , tlr a 16601 . . _ . t P" , ..r.� !I _...__... ill 1640 . ._. ..... _.w �.,.. • � A �' gym. I POP s. a iii 1620 .. ... _ �. .. ._ . } E 0 00.1111 MI 1 iiig 1600 I^ IN m m m m CO UPI a 0 LA > m m m Q z z 0 Z Z CC J :1. J 0 0 2 0 Z Z 2 0 0 Q 0 0 O ire o 0 0 0 a 0 0 LO Pi" + + + + + 0 CO 0 It r a) S .012 .011 .008 .007 ;of 111 Q 25g .,, 1678 1473 1251 991 k L ; 1300 1400 1300 1400 g im TYPE RCP RCP RCP RCP le . .. . . ... SIZE i 120" 114" 114" 108" ill le San Bernardino County FLOOD CONTROL DISTRICT iim COMPREHENSIVE STORM DRAIN PLAN ill JAMES M. MONTGOMERY. fin CONSULTING ENGINEERS INC. PROJECT NO. 3 -36 Imo' P.P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109 -7009 DATE HORIZ. 1" = 1000' DRAWING NO. ' 12 - 86 VERT. 1" = 40` 3 of 4 f^ . , I . as imp , . 140 150 160 170 —...—.,— —..-- . . f i Pa ! $ I , ! , ill , , . t PI , . . . . ' ill .., 1 Pm 1680i , t . i . : . : : f , 1 , . . . ......_, , . , ., , , PRI , .=! ill PI" CO CO tiro C7 C., ttv co > ca ott• w < uj Z 0 Z 1110 Z Z Z ...— ••••4 S in t + P" nt i■ 6 ct in .- s r .006 r . , Q25 728 irt . . „ L 'i 1300 i . . . . . ..„ r TYPE I hi. . . , , . , . .. . . • „ .. .i SIZE j 96" — . oo PR San Bernardino County kk FLOOD CONTROL DISTRICT im COMPREHENSIVE STORM DRAIN PLAN Is JAMES M. MONTGOMERY, CONSULTING ENGINEERS, INC. PROJECT NO. 3-3B PM lin P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. r = 1000` DRAWING NO. 12 VERT. 1 = 40 4 of 4 ii.• , ire PIN WI Su 0 1 0 20 30 40 50 osio 1760: _ _. .i. J 11820 in i MI 1740 ... ..._ .... , .. a. ; _ ... 1800 al 1720 ! _ , / f E P" ... .. -. - 780 170 #. _.,.. _.. ..... . ....... ......_..._,, ...,.........M......, ....g_ , .�.4 /. I - 1760 Pm 1 it 1680 __. _... X #e ' _. _ .. .... - t ........ 1 ....... 1 _. - /.''. _ ._ t s - _ 1740 pm 1660 _ .�..._ ,.. m m m m C7 C7 C7 (7 irr Pim LLI H sm 2 c o a+ N Z J Pm ? ft. O N 0 It CO Po 0 t f t t it O CO CO tM Pm S i 0.026 .028 .029 to Q 10 1 436 386 252 L : 1320 1320 2640 TYPE; RCP RCP RCP air SIZE t 63" 60" 51" ow us um San Bernardino County sii FLOOD CONTROL DISTRICT pi COMPREHENSIVE STORM DRAIN PLAN Ito JAMES M. MONTGOMERY, CONSULTING ENGINEERS, INC. PROJECT NO. 3 - 61 Pm ON P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. 1" = 1000' DRAWING NO. a m. 12 - VERT. 1" = 40' 1 of 2 re mr 50 60 70 80 1900` i I. 1880~ ' `I f , ./; J,. r . 1860 # , a in a ii 1840 ",.. „ . .... .......... �_ ..... ,_. _.. . , _. ' .._.2.» ...., • lir 1820 rm 1800 i .,.., ¢ ..r '- ",«. -e: ..,. ..._ » ..w re . _- ,‘„ ,x... ae.. -, w-. vn. ._ ,....r. r... «. .. x..., ba. ,,.,» r--. .,w a ., tv P CO big v I^ ale Pm CO Ilftv CO N I■ II LA ti S .031 1 omm 6, 0 10 1 83 L 2500 IA a. TYPE/ RCP lir SIZE > 36" Pr ill Ir. San Bernardino County FLOOD CONTROL DISTRICT 1m COMPREHENSIVE STORM DRAIN PLAN iii JAMES M. MONTGOMERY, PROJECT NO. 3 - 361 P ., CONSULTING ENGINEERS, INC. Ili P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. 1 = 1000' DRAWING NO. 12 - 86 VERT. 1" = 40` 2 of 2 Vr 11I. Pi II 0 10 20 30 40 50 pm t 1740 as ,. , .. 1800 1720 II ... la Plm 1700 '1780 a / �...... .... ar k1760 1680 i. Is ..l .., 1740 1660._......_...._.. _. , f 1 0 .... ,1720 as i o.. 00 CO CI C7 irr P 0 W Us t— Z - J Iie g Z D O am it 0 0 0 "" oo + + ° + ° + CO CO N In 0 N N 1[) S < .027 .028 Q10 349 153 L 2640 2640 TYPE' RCP RCP SIZE { 54' 42" um am MN San Bernardino County ai FLOOD CONTROL DISTRICT Pi COMPREHENSIVE STORM DRAIN PLAN la JAMES M. MONTGOMERY, CONSULTING ENGINEERS, INC. PROJECT NO. 3 - 3B2 gm Jr P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORI2. 1' = 1000' DRAWING NO. 12 - VERT. 1" = 40` 1 of 1 - . . kw C , E 0 10 20 ....,.. 17401 C , 1 1720; ' .. 4. _ _. _....... aa....... ..._., 780 1700 i Pli 1 680° '' � . ... .._ .,. 41740 P 9 I 3 ;0 __.. _._ g i" 164 , w. ;� �. .._.r.w. :.._...... �. _ a�.ro.,_ .—.... ---1- -- -- �......) . .----t- ...........�...— 1700 CO 03 Pou (5 irr L. V Ili m CO W I— Z IP 2 Z D O 0 -a Fo- L 0 0 0 0 co 0 (0 (0 K S 0.026 0.025 lik Q1 212 _ 110 L t 2640 2640 TYPE RCP RCP t SIZE i 48 39; ......... ..... C Po lir San Bernardino County FLOOD CONTROL DISTRICT COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, CONSULTING ENGINEERS, INC. PROJECT NO. 3 - 383 P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109 -7009 DATE HORIZ. 1' = 1000' DRAWING NO. 12 VERT. 1' = 40' 1 of 1 c , - C . E 0 10 20 30 40 50 t . . . , . i I > 17001 ' . . . 1760 i 1/ , i ic o oi : 1680 - _ 1 .7 ! -','' ! - . , 1660i ; il 720 16401 — . . _ r ; • 1 i — 11700 kr 1 po 03 03 i CD CD i iii I" co w 1— z _ . 2 z c 7 ) gi, F L 0 0 0 0 0 .t, 4- .4. + co + ii. 4- co CV CO 0 CV CV 10 S 0.025 0.023 10 t Q 118 . , 94 L ; 2640 2640 TYPEi RCP RCP km , .... SIZE t 51" 396 1 San Bernardino County FLOOD CONTROL DISTRICT iiii COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, CONSULTING ENGINEERS, INC. PROJECT NO. 3 r Iir P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. 1 = 1000` DRAWING NO. 12 VERT. 1 = 40' 1 of 1 r , . L C 0 10 20 30 1700~ _. _..._.. - 1680. :- - - / 1660? .. 1. r 1640= , thi F , 0 , : , , 1600' ...... ......... ........ .......�.. _..: .. A iY C V) W Or F.. Z J 2 Z O 0 [ 0 0 O co 4. S i 0.023 I °10 t 151 L . 2640 ilki TYPE RCP SIZE £ 45" C San Bernardino County FLOOD CONTROL DISTRICT COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, CONSULTING ENGINEERS, INC. PROJECT NO. 3 P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. 1" = 1000' DRAWING NO. 12 - 86 VERT. 1" = 40' 1 of 1 r P ibil . _ , , .r _ _ , ., a..�_ 10 .,�w..�,. .w.... >.. .m . _,.r..a .. .....a,� .�.....r �.. r,.. ,_ ._. �_. 1680 .. ,.. . . „ . . . . . . .. .. ,. .. . . , , . . , 1660 . . . .. . : 16401 ° .x...... o- ...... M,.... r...re...,..... e. _w. �! ,.. _ ... w. !�, g ilia . • >'".* 162 ii. 1600 gm isl liii > 0 w CO E I- Z J Z 0 0 U 40" N 1— Co w w 0 a L CM O N r S 0.021 km 010 92 , L 2640 TYPE RCP . _ .. ....... SIZE 36 r Pm IIr 6 San Bernardino County FLOOD CONTROL DISTRICT COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, PROJECT NO. 3 CONSULTING ENGINEERS, INC. P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. 1• = 1000' DRAWING NO. : / 12 -86 VERT. 1' = 40` 1 of 1 r t on 0 10 20 �.. / 1620 i ., r , 1600 i it it 15801. iiit 1560 -- — p. Or lir I- m U) r iie M Z N O pi 0 p. L. g N .- Fe S I 0.020 1 5- lirlr Q 10 i 150 L 1320 iii TYPE RCP SIZE 45" Plo in San Bernardino County FLOOD CONTROL DISTRICT iii COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, . CONSULTING ENGINEERS, INC. PROJECT NO. 3 - 3B7 p aiIr P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. 1' = 1000' DRAWING NO. 1r� 12 -86 VERT. 1' = 40' 1 of 1 I . 1 Pril DESCRIPTION QUANTITY UNIT UNIT COST P• PRICE i sm per LINE B * to 12' X 13.5' T.C.C. 750 L.F. $ 329.00 $ 246,750 126" R.C.P. 1,850 L.F. 438.00 810,300 Po 126" R.C.P. 1,350 L.F. 438.00 591,300 6 126" R.C.P. 1,300 L.F. 438.00 569,400 •" 120" R.C.P. 1,350 L.F. 394.00 531,900 r 120" R.C.P. 2,450 L.F. 394.00 965,300 120" R.C.P. 1,300 L.F. 394.00 512,200 , 114" R.C.P. 1,400 L.F. 372.00 520,800 it 114" R.C.P. 1,300 L.F. 372.00 483,600 108" R.C.P. 1,400 L.F. 350.00 490,000 P` 96" R.C.P. 1,300 L.F. 306.00 397,800 L,,, Manhole (Type 2) 9 EACH 5,922.00 53,298 ,m Manhole (Type 2) 1 EACH 5,774.00 5,774 iim Manhole (Type 2) 9 EACH 5,626.00 50,634 Manhole (Type 4) 1 EACH 7,284.00 7,284 Manhole (Type 4) 1 EACH 7,063.00 7,063 pm lip Manhole (Type 4) 1 EACH 7,136.00 7,136 Manhole (Type 2) 5 EACH 5,330.00 26,650 r Manhole (Type 4) 1 EACH 7,154.00 7,154 Pr Manhole (Type 4) 1 EACH 6,933.00 6,933 ,.., Manhole (Type 2) 3 EACH 4,942.00 14,826 Manhole (Type 4) 1 EACH 6,655.00 6,655 .' Manhole (Type 2) 2 EACH 4,277.00 8,554 Manhole (Type 2) 1 EACH 3,648.00 3,648 b Pavement Resurfacing 560,700 S.F. 1.50 841,050 Subtotal Line B $ 7,166,000 pa L " Contingency 20 Percent $ 1,433,200 P"'! Line B Total $ 8,599,200 ill mw. ail * ii Lined for 7' in depth. San Bernardino County FLOOD CONTROL DISTRICT 60 COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, PROJECT NO. 3 - B SERIES Poi CONSULTING ENGINEERS, INC. Al P.O. BOX 7009. 250 N. MADISON AVE.. PASADENA. CA 91109 -7009 DATE DRAWING NO. DEC 1986 COST ESTIMATE 1 4 of it PM I ♦ ., DESCRIPTION QUANTITY UNIT UNIT COST IP PRICE l ie LINE B1 63" R.C.P. 1,320 L.F. $ 168.00 $ 221,760 ilw 60" R.C.P. 1,320 L.F. 159.00 209,880 51" R.C.P. 2,640 L.F. 138.00 364,320 36" R.C.P. 2,500 L.F. 108.00 270,000 Manhole (Type 2) 2 EACH 2,783.00 5,566 r Manhole (Type 2) 1 EACH 2,747.00 2,747 iwii Manhole (Type 2) 2 EACH 2,635.00 5,270 Manhole (Type 2) 1 EACH 2,525.00 2,525 P" Manhole (Type 2) 5 EACH 2,414.00 12,070 irl Manhole (Type 2) 1 EACH 2,230.00 2,230 Manhole (Type 2) 6 EACH 2,101.00 12,606 !' Pavement Resurfacing 158,990 S.F. 1.50 238,485 Wo Subtotal Line B1 $ 1,347,500 Y Contingency 20 Percent $ 269,500 Am Line B1 Total $ 1,617,000 PP 162 LINE B2 r 54" R.C.P. 2,640 L.F. $ 144.00 $ 380,160 jaw 42" R.C.P. 2,640 L.F. 123.00 324,720 Manhole (Type 2) 5 EACH 2,487.00 12,435 P* Manhole (Type 2) 1 EACH 2,377.00 2,377 ihw Manhole (Type 2) 6 EACH 2,138.00 12,828 Pavement Resurfacing 107,580 S.F. 1.50 161,370 ir Subtotal Line B2 $ 893,900 ,, Contingency 20 Percent $ 178,800 iht Total Line B2 $ 1,072,700 1" } iv Ili III. San Bernardino County so r FLOOD CONTROL DISTRICT I. COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, PROJECT NO. sr CONSULTING ENGINEERS, INC. 3 - B SERIES ill P.O. BOX 7009, 250 N. MADISON AVE., PASADENA. CA 91109 -7009 DATE DRAWING NO. DEC 1986 COST ESTIMATE 2 of 4 a to AIM DESCRIPTION QUANTITY UNIT UNIT COST Po PRICE LINE B3 48" R.C.P. 2,640 L.F. $ 135.00 $ 356,400 6r 39" R.C.P. 2,640 L.F. 116.00 306,240 Manhole (Type 2) 6 EACH 2,286.00 13,716 pm Manhole (Type 2) 1 EACH 2,176.00 2,176 d imr Manhole (Type 2) 7 EACH 2,138.00 14,966 r. Pavement Resurfacing 99,660 S.F. 1.50 149,490 100 Subtotal Line B3 $ 843,000 mm Contingency 20 Percent $ 168,600 Pr Total Line B3 $ 1,011,600 Pm Pro LINE B4 „�„ 51" R.C.P. 2,640 L.F. $ 138.00 $ 364,320 39" R.C.P. 2,640 L.F. 116.00 306,240 rr Manhole (Type 2) 6 EACH 2,414.00 14,484 Manhole (Type 2) 1 EACH 2,267.00 2,267 110 Manhole (Type 2) 7 EACH 2,138.00 14,966 Pavement Resurfacing 101,640 S.F. 1.50 152,460 ima Subtotal Line B4 $ 854,700 Aft Contingency 20 Percent $ 170,900 kW Total Line B4 $ 1,025,600 mm LINE B5 45" R.C.P. 2,640 L.F. $ 128.00 $ 337,920 r- Manhole (Type 2) 7 EACH 2,213.00 15,491 Pavement Resurfacing 50,820 S.F. 1.50 76,230 L. PP Subtotal Line B5 $ 429,600 ill Contingency 20 Percent $ 85,900 Pm Total Line B5 $ 515,500 iii om San Bernardino County so FLOOD CONTROL DISTRICT r COMPREHENSIVE STORM DRAIN PLAN IVO JAMES M. MONTGOMERY, PROJECT NO. pm CONSULTING ENGINEERS, INC. 3 - B SERIES IN P.O. BOX 7009. 250 N. MADISON AVE., PASADENA. CA 91109-7009 DATE DRAWING NO. DEC 1986 COST ESTIMATE 3 of 4 lie 1S DESCRIPTION QUANTITY UNIT UNIT COST Psi PRICE LINE B6 Pm 36" R.C.P. 2,640 L.F. $ 108.00 $ 285,120 loo Manhole (Type 2) 7 EACH 2,101.00 14,707 Io Pavement Resurfacing 44,880 S.F. 1.50 67,320 Subtotal Line B6 367,100 Contingency 20 Percent $ 73,400 to Total Line B6 $ 440,500 LINE B7 Sri. 45" R.C.P. 1,320 L.F. $ 128.00 $ 168,960 !"" Manhole (Type 2) 4 EACH 2,213.00 8,852 Pavement Resurfacing 25,410 S.F. 1.50 38,115 fr w.. Subtotal Line B7 $ 215,900 iW Contingency 20 Percent $ 43,200 Om Total Line B7 $ 259,100 fir. tom Total B Series $14,541,200 w err 4111. SIM AIM 0U it it so San Bernardino County mm FLOOD CONTROL DISTRICT COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, CONSULTING ENGINEERS, INC. PROJECT NO. 3 - B SERIES P.O. BOX 7009, 250 N. MADISON AVE.. PASADENA. CA 91109-7009 DATE DRAWING NO. DEC 1986 COST ESTIMATE 4 4 of at - """Nliffilr4 ow li: in ' ' ; 1 i I 1 1 I I I , ,' . m„ , 11 ' ' 4 : • \li ,t, : 7 4 ,, 1 • 0 0 I l „::- - ::411111174' o;� t : ow . 4 * *tt . ' 4 ' lir . , 7 . 1 I empow Ip2 4 " .\ ,, 1 Oa 60 _ im4si -------_ 4 % 1 116 1 [ L * 11 SEE ;1111i 1 1 ; t i 11 II 1"1" & )1 ' t : vItAmmis[41 Ili MEI". . -friA Eig Tr' wi 00014.10 1 1 1', 4. ; ' 7.1111' I P rf l 7 1 717 1 r WM I 711- l' il l7 [ 1 1 1600% F 1 "r"9 :1'"r ? IMPS 11 41M117 PI 1111111111111 irFr M ..r<, r • ��� �L 7�I 7I2� € e .lil , 0.0 a / - Iv F g � ` �R� tF, irm iii I 1 y . MU l l'f ar P ie • �I} ` 1 , i K r m rp a „ 7-700_ Fri Rom I. �. g -L, 1 -� _ . ��� r INN _ it Lam W, 'u r�;''-_��^*G w *w R•I�t'• �1 .iii I BFI 1 J�!" J'.1 M CI w 1 1. 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I I 1 iii MEM! t ; INIMIIPKII =WEN g flo IFIMITTIMMINIII1111. 0/ A �Fl1flMMOPM1�1 � v 4 INDEX TO C SERIES PLAN DRAWINGS bur " 3 Ur " ' I /7 . ■ : ,..--; II CD 3 (3) L,,, fe.;e0R- CD : .. . - s . 4E0 :, „ „ r' p r 41 6 ffi!. ; N , ' „ I Q iii x 4' tf a a also C NI Cif o • e vt CO M j N +rr It or , CO � N . . W J1� s Z Q . .'. - :LI ¢ Mr 01 OO -_ 6.76 ; 0100 = 891 Q Q 1 00 = 1320 Q1oo' , 15,-/- 4 tor' IN b= 12'' b =12' = Q b= 12 ' b =12 : wis "t 1 d = 6.5' '4' d = 6.5' 1— _ ....7:O'. d = 7.5' Z = 1. 5 Z = 1.5 ' = 1.5 Z = 1.5 4 ' • IN . A ■ • 1 ..'.. OO , lir R ' HI AVE:;.• b = 1 2' S./ a d = 0.5' PROPOSED FREEWAY ' " i ,. Z = $;.5 ALIGNMENT LEGEND or , ; -. J PROPOSED UNDERGROUND DRAIN W PROPOSED CHANNEL Set Ell PROPOSED BASIN o ENE N M EXISTING DRAIN / J pm 1 ■11111 OE DRAIN SHOWN ELSEWHERE San Bernardino County bit OE BASIN SHOWN ELSEWHERE FLOOD CONTROL DISTRICT PO COMPREHENSIVE STORM DRAIN PLAN is JAMES M. MONTGOMERY, CONSULTING ENGINEERS, INC. PROJECT NO. 3 -3 C SERIES P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA. 91109 -7009 DATE DRAWING NO. ire 12 -86 1 " =1000' 1 of 2 I^ lir PO Jill „../ WI ?; 4 ' .../ , ...."/' r r /I' t 0 : 1 CID , .i 1 t n,.. -..:,,; „.... lie .. • cr) .../ , 2 • ,-.) %,.p! a rilK. N.....,% • •, 40. / :: . ,.- ' ,..: 4.‘ , is; .,,,,,,,,............, . . 0 g ....., . , k 9 , 4 7' ‘ IIM , .,,..).-10,A,,, im,ollanuammill III MIMI .11...11.111. , „ „ ,:::; N:k• .,„ ./ „,''' ', '''' ,,, : i „,i • 4.:'' e .7 /.. / < " <.7 1.1# • 1 C' . , ,..i4 „. ,,,, . , , , , , / • '''';...>.. i ' • /7( N ” N 'Y4 # ,,, ,,, -.. s ""•‘;: . ' • 0 i• /// •' ',Nil' / / ::.., - '% ra 4 : * ,..,.......,„ :... 0 Sell ' fIll ,:• . i :•:• . . ,. LLI 1 LLI ;' ,,. • ' > : 0 ,-,"';' , , ii / -'k,. „, „ < ' ', ,, FrSt - , , • ,,... . -„. / / „.• , „„ Ur kw ,// ,'• z:; ., . —1 :;' O - -• ›- > iiir ,,,././ • .. . >0 , ,/ •zr 4 ti! 0 a 1* a .fr , „, ,s5551 555557 ' ; \ c ; 5, 85 • ,?:, 0 0 * *EV # 800;::' * * % 0'55 4} .0 A ., /s '.4. Sfg 4 00 0 $ BOHNHERT i; 44 E. .4 i' •, . Si — 6iiiiixiiVi ' ii ;t -----; ;„--- -..',.,*:.;,;; ; ;;" l l - i4 -- i§ - - - - 7-. . Ko,o 0 z . .. ‘ 1 ..4 c . s ,t.o...._ R * • w ) r ) be ::•-•"' z; ......„ . _..::::....:: 2 60 < 1,,,," ...." co -,... co .:...... 1 LLI " CC ' , . 0 ' . . , 1 . 0 . * !..-- 1 ** e 2° C0 CO le <1 ill ' ;111 • '. . .„ , We i i cp Pol J ,..-. < - ill -4 Q1 0 0 = 1 7 4 8 Q100=1962 Q100=2177 0100=4682 11 10100=4682 , > b=12' b=12' • b=12' s - - • b=12' a d =7.5 I L d=7.5' In d=7.5 d=10.0' 0: d=10.0' I 6s. j z=1.5 z=1.5 • Z.,=4.5 z=1.75 * z=1.75 et iiiiM • MI MI= • Miiiiiiiii • '445 Z .: :;:, -- xisawmot:: - .. - masnirr.::::'.-meosgotsr - ..,: - .:, - inistrar.:;;:':,; - ; : . .. - MI ' i r: i.- , , • - , • .„, ., '•' ' , ...,d,h ) .:: , •: ,0,,,r, . . „ 7. ,,, imp ,- ''' ''' ' . PROPOSED OREEA......„ ..,.. *v „ ' ''"'• .. .. _,.._, ipp. . „.., ,,,, • LEGEND ill ,.,, :,, „ „._ ,,, ,_. '' , ).-, ' ..' PROPOSED UNDERGROUND DRAIN Ps ii PROPOSED CHANNEL . . iiii ini PROPOSED BASIN ,..'., • ... •1111.111• EXISTING .. ••1••••• DRAIN SHOWN ELSEWHERE San Bernardino County illi 111S3 BASIN SHOWN ELSEWHERE FLOOD CONTROL DISTRICT pit COMPREHENSIVE STORM DRAIN PLAN two JAMES M. MONTGOMERY, CONSULTING ENGINEERS, INC. PROJECT NO. 3-3 C SERIES Pue P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA. 91109-7009 DATE DRAWING NO. 12-86 1 , 1' 2 of 2 me fi... ons rit 0 10 20 T 40 50 60 s . § 1480 y x y d i . /• ... ._ _ .. �.._ + ... .. . .3.. . .... . .- - .. .. ..- .. . _... t a 1 60 1460 - ,........ .. _.. �:._. _ ._ _w.._.,,.... _ _, ria tiIr 1440 _ ......_ . ._ ._ B _ . ... _ __.... 7 . .... . ... .. Ilier 1420 �...,. ,. -_:. ,_w.._, , ..._.._M..- .,..,.W- .a..... �xN._.__.. g Pm m CO N. 0) C7 U C7 0 Vlrr V w w w Z Z Z z !� Q < J J T o Z z z ime W Q 0> Q < O u i 0 ui O ui W Q J J `a > > > - > 00"' _Z W Q >. -. < Q it J j ›- Q W J Z cc Q Z 0 z Q CL 0 O ' co o 0 o V o J * o fro N Ni. co M o + + + + o co co M N + T 0.1 co IA ire 0 f ,,,,, S 0.0076 0.0076 0.0076 0.008 0.0083 0.008 0.0076 bit 0 100 -,_ . 4682 4682 4682 4682 2177 2177 1962 _ ......_ , L 1320 60 1260 60 1260 60 1260 TYPE TCC RCB TCC RCB TCC ** RCB TCC ** j SIZE 12x10.0 12x9 12x10.P0`^ 1 "`^ 12x7.5 ` r x6.5 12x7.5 Pa irr * Z = 1.75 r * * Z = 1.50 San Bernardino County ., FLOOD CONTROL DISTRICT Po iirt COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, PROJECT N0. - 3C ,.. CONSULTING ENGINEERS, INC. III P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. 1 = 1000` DRAWING NO. ArP• 12 - VERT. 1 = 40' 1 of 3 Igo P" r Pm iir 50 60 70 80 90 _.... 100 rt,... 110 ... . _.., .. 3 .. _. '� .. .. .. y.. _. ._._. ... i Iwo 1540 — __...... _......:__...____., k ......._�a_.M., .1...__.. m Pm 1520 ` .. _ ; .. . f w ..... . ......... i -- -4 .., i t ... _,€... ., b-. f 4"" 1500 _ + Po , 1480 -- Pi it , - I s• m I,n m ■ U O U U C7 U O co U kw Z _Z Z _Z Z A J J J J J 6. Z W Z W Z Li; Z> Z O> O> O> O< O < P. W O - f- J Z !"" O O OJ O J O < O co O O in 1- ilr + + + + + N CD n r 0 PRA in co N. c) S 0.0076 0.0076 0.0073 0.007 0.0064 0.0057 0.0058 0.006 tr. Q100 _1962 1748 1748 1534 1534 1320 1320 1105 L i 60 1260 60 1090 60 1340 60 1260 TYPEI RCB TCC RCB TCC RCB TCC RCB TCC SIZE 2 12x7.5 §_ 12x7.5 2 -9x6 12x7.0 9.2 12x6.5 pm tor' * Z = 1.5 San Bernardino County 6 FLOOD CONTROL DISTRICT COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, P „ CONSULTING ENGINEERS, INC. PROJECT NO. 3 - 3C Ir P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. 1 1000' DRAWING NO. PI 12 - VERT. 1' = 40' 2 of 3 i.. mm it - Pm iw 100 ...... 1 10 .. a .... �_ .. 130 ,..�_� 140 150 . . 160 < i t 3 1 . .. .v .. 5 ... ....�.... i .. a .. }.. .�. ........ ... iou j t . - _ _ , _ .. 1560 ,.. _ . y ......_.._ � .. _�. I ill, ' ' ! "i 1540 m raa i iiir i S �` ,..i # _.. t.w 1520 -_. ... —,. , 1500 .. � . ,..._.. «�._ -4, . _.-4. _. _ . . ... , r i _ ,_ ... v ._... _ ._._. Ms�o.- .— .......... . ... -w-.. w......a. wn..... ,....,. a.. +«~_.ws�,v. _ .,.. aewww, ... -v.. .... «._+�+�...- :.,.®........wm<..ep < f �w,.•,• oa. w,. ,w .b.v..mm.<.._ P. irr 0 O V O 0 Z Z W R" Z J -J J iii, z z z . r. 6 6 O W Q it c z pia 0 Q ti " 0 O) 1 hi.' +. + + 0 M al ,. S 00049 0.0038 0.003 0.0023 i. Q100 1105 891 891 676 L 60 1260 60 1260 TYPE RCB TCC RCB TCC SIZE 2— 6.5 2— f"" Orr * Z = 1.5 IN Ow San Bernardino County FLOOD CONTROL DISTRICT iii COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, PROJECT N0. - 3C ,,.. CONSULTING ENGINEERS, INC. ill P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. 1' = 1000' DRAWING NO. 12 -86 VERT. 1' = 40` 3 of 3 U r we Iln ‘ , PPP 0 10 20 30 i. r _..... .«- .« ..... "°"• «..„ .,.w r»..e .a .w »r.. . �... <..u.w y,. ...�...<v , - +raw..,rsa /"R I s 3 3 i 1 ....,...... .�. .. _ -, „_,. _..... .... . ......... .... ... .4, -... ,.- .._.. q,.,...,.�. «,....,.�,.� ..,«.. _..., . } .3,. .,...,:., �.,1 ._..,...,..mm.. ..... - � T / , 4 i 1580 c J a iew ' o / / 1580 < .- ... , - " "' _. - -- . .--- _ .�..,. .-. 1 _ 9 i s E t V 1540 _.._,__.,.. ,_. , � _._...� _ , ,.,_,.;.,__ __ ,,,. �- __ .�. ._, ,.„ , � Y t lbw 1520 w . _� . ��. �._ .., � . �.,.., ..,. a� 1, - >, ,+.... ._ 1 Ps LA _ a > 0 q ,, W 0: w Li. Z 3 = 0 / z - ? ' m ti. 0 p- 8 8 + 4. 4. �rr p 1•• N • .,, S 0.046 OD 17 km QIO ' _.._ .... 180 112 L 700 1940 ill TYPE RCP RCP SIZE 42' 42' lit PI ill San Bernardino County FLOOD CONTROL DISTRICT PP COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, *.. CONSULTING ENGINEERS, INC. PROJECT NO. 3 1 6. P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. r = 1000' DRAWING NO. 12 -86 VERT. 1' = 40` 1 of 1 Pi I rr , ill 0 10 20 30 but fil alai , 1600 _,. air 1580; �.. Iwo 1560 Al" v 1540 6 15201 t PIM W I / � hat V Pm `W `W L Q hi / r CC r Z U W W = pm IN 8 S -I- limo G ti N • S 0.031 0.020 t 1r. Q10 . 183 106 { 9 L 700 1940 f lit TYPE RCP RCP SIZE 45" 39" forn ami till San Bernardino County FLOOD CONTROL DISTRICT Ir COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, CONSULTING ENGINEERS, INC. PROJECT NO. 3 - 3C2 61111 P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. 1" = 1000` DRAWING NO. 12 - 86 VERT. 1" = 40' 1 of 1 Iwo P. 1111 iho 0 10 20 30 r , r,...... anmr�r.e_ . p --., w_.n_._r.p.«n.,... a w f w.mrw. ,.�, w e - . ww ! ,_ +a,wy.w�. _ 5@ F7 p i L 1 F _.. ... _ ._I ... ... ... _. .. T ... .. _. ..._ _. «. _. ...._ F tow a = 0. 1580 ' ' S 4 it 1560 — ,_,�_..__...... z — m, ....,. _—_„ — � — �... �a .» a., ,., . �'. »« -. ��. it i . i r 1540 1, . IP" i 6 r4 i 3 1520 w...... . .m.. ..,.«..,..,.. ..,,... »mss,..,- .»..,,... L..«,..,. maoa.. ......... I^ k MM ' W V lei W ` W I� / W Q 17 x 1- Po Z J iiii -I Z z 00. = m w 0 8 .* o + + + iv. O r... N '1" S » 0.024 .023 Ili 0 1 10 1 .. 189 112 L i 700 1940 Ili TYPE RCP RCP . . . SIZE # 48" 39" Pm iiii Pm lit San Bernardino County FLOOD CONTROL DISTRICT F ill imi COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, PROJECT NO. 3 - 3C3 Po CONSULTING ENGINEERS, INC. Ylri P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORI2. 1' = 1000' DRAWING NO. i ,.. 12 - 86 VERT. 1" = 40' 1 of 1 itr. rim on 0 10 20 30 i FIT 4. ,,,...__,_..........___„___,,,,,,___.,..,,___.,..,:_, ........._,_, „......„,....„._______„, __,......4............._,__,.....„,...... .., b , i,_.„... „,............ ..„.....,...„.... , ,.. , , 1580 _ _p......... iii : -i- -i' i i i _ 't PI 1560 - _.. .. _ W lir . ,.�.,.m.,N.,w »..,...«n,. , _.— .... = >..o= - .. »_«4... .,.�...... .d....v...- ...... ..q.wr.,.w. ...,, ..r�. ...... -.w» ....w.wv,Y..« ..w.va�®.....0 «.. 3 7 Po 1540 _. _. .. - } .. ..... ... ___.. 1 1 fir ._._. ..,.._. . .._.....,.. _......._ 1520 -..... .. _ _.. _.....,. ..... .._.. �..... _ ._ . . �._ _ .� _ ; ... _... ..��.... 1500 r _= ...... „Y .....—._._.,._....,.. „ .......,........:....a......r...,. ._.,,w..—,. ..,..,.._. ,...,_.._.a.. ._,. ...,— ..,,., —.,. ._...— r• Iv ui m > 0 A < 0 iri Q Z J 2 tkom ahr 0 Pm o S 1. .y. + jig 0 ti CM S ,,, 0.021 0.023 am 010 183 108 L 700 1940 TYPE RCP RCP SIZE 48" 39" FP 6 RN iiii San Bernardino County FLOOD CONTROL DISTRICT pm COMPREHENSIVE STORM DRAIN PLAN be JAMES M. MONTGOMERY, g �. CONSULTING ENGINEERS, INC. PROJECT NO. 3 lirm P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109 -7009 DATE HORI2. r = 1000' DRAWING NO. 12 - VERT. 1" = 40` 1 of 1 Po - ilr Pm illy r ill err .. ,.__.„ � ._.....,„ t.. _.... _. 10 .v .. .,... .,�.._ 30 .�,,....._ T . ...,. _. . ..�... -. 1600I T 1580 _. pit ro L ly i 1560'` -- 1 x q . 1540 ... — _--- 4,.......,, .4 _.._ -L _. °... ._.....--....4... ,..........,.,4 -- ".--4.....-- i iiii 1520 s _ . ¢......... ; .. . _. ._ .. _ . . . _ .._ • - � � 6r 1500 - . ..,_, - k ... u-- -- to W > 11a < U Q O W I 0: 2 r. W e� = O m ilw g °o • ri + + + it 0 r. (0 N !"°' S 0.023 0.021 ilir Q10 198 117 . . . ..._ . L 700 1940 TYPE RCP RCP ' PPR SIZE 48 42- ' ii Pi iii San Bernardino County FLOOD CONTROL DISTRICT 1p it COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, • CONSULTING ENGINEERS, INC. PROJECT NO. 3 - 3C5 6 P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109 -7009 DATE HOR12. 1' = 1000' DRAWING NO. P' 12 - 86 VERT. 1' = 40` 1 of 1 L f i lik lip r pm 0 1 0 20 30 iimo 1580 , , go 3 Li 1560 i i I," 1540.,._.- ....,� .,..........,.�......_.„ w :........... : .,..� . .0° ' ". 1520 o. I { x 1500 ... _...... �.,w. r Pon ui bill 0 > r Z w a 4 5 n I- I Z W rg- 2 Q 0 • m r 0 ►P' 0 0 0 0 + i + + O 1■ CO r S ' 0.021 0.019 �r Q 10€ 192 114 Li 700 1940 I g i TYPE RCP RCP SIZE 48" 42" o _ P h* . lig San Bernardino County I" FLOOD CONTROL DISTRICT COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, PROJECT N0. - 3C6 ", CONSULTING ENGINEERS, INC. x 611 P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109 -7009 DATE HORIZ. 1" = 1000` DRAWING NO. Pm 12 VERT. 1' = 40` 1 of 1 r r . o+ iri 0 10 20 30 �... 1580 ... _._ ,.,.. r._ .. ., . a._. 1 1560 K..._.._.. - 1540 - ,'' °- . . .. _P . F....... _. iam .m.wr...,. ..., ..,.w . .mr.._w..,.ee —.v. ..�e - ..n... ..+n n.— +,a.er, e -- i- e.a- ....xw a..._ew' .... .n .....r.r )s a. a ..,. -.-..n y .a+.a .e..v...,» « Wa.rw.n wrvm 4 c of 1520 €... E 1rr 1500 S 1480 . _.. _... - :.. e*M CO (9 !rr I^ Uj IA iii > 0 Q O Z e � _ ' m ill. 0 �rr O f∎ N r S 0.0 0.0 6 0 10 i 161 95 L ! 700 1940 . ... ..... ..... . ale TYPE; RCP RCP o SIZE ` 45' 36' I" rii iii San Bernardino County FLOOD CONTROL DISTRICT PI it COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, PROJECT NO. 3 � I•I CONSULTING ENGINEERS, INC. z la P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109 -7009 DATE HORIZ. 1' = 1000` DRAWING NO. p ., 12 - VERT. 1' = 40' 1 of 1 i lit Pi psi P" , .�.,.,... 0 -„ ... . �.�a 20 .....- ,._. 30 --,... 1 ,„ 2.... ,. . ... ,— -. - 1560 i Po i 1540 ' ro _ 3 F 1520 .. .. _ . .... ._..,� _� .. ... r..... _.. . lid1500.. __. ,.,d...,�,.�,., _ . � w.. _._.»._.___.,..__.__ ,_..._i_.___1. ...4..— J Irn 1480; �.........._ ..... --- ._..;_...._ .." i p iii 1460 - �,— ..... —_ .—. ,� -a,o-w_ ,... w . CO PR 1i Pil u; ui > IN Q U Q W H Pli ° Z A w irr = n, C7 fr = m its pm 8 0 S it frn S , 0.021 0.017 isr 0 10 148 90 L 750 1750 w TYPE RCP RCP SIZE ____ _ ,.., ..a 45 .._. , ,____ r __ _,.39 . _, . _ _, m. ________ _. Msr IPR 6 San Bernardino County FLOOD CONTROL DISTRICT fr* iii COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, PROJECT NO. 3 � s CONSULTING ENGINEERS, INC. r 6 P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109 -7009 DATE HORIZ. 1' = 1000' DRAWING NO. Pm 12 VERT. 1' = 40` 1 of 1 i : , 0 10 20 30 t p v € S 4 Pm Ii 1500 g ri 1480 _ ..._ ... 0.0., ._ ._ 1 ir l . v 1460 .... _ ,.. . 1440 . 5 � 1420 . _.-.....,...e,.....,,.—_..._.. ' ,, � ......__ ....w...... . ._,- , ,— ,....--j—. ,� . i • m i 0 Iw rim ui 1111 QU a w ° ? CC PI Q J LLI L = Z CI = O' m 0 0 0 E r O + IYK O .- N I" S ' 0.017 0.017 iii Q 10 136 04 L 1150 1750 t TYPE RCP RCP SIZE 45' 36' .w ,_..,.. . w.. ,.r_........ F _...... _KK — San Bernardino County FLOOD CONTROL DISTRICT r Illii COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, CONSULTING ENGINEERS, INC. PROJECT NO. 3 - 3C9 P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. 1' = 1000' DRAWING NO. 12 -86 VERT. 1' =40' 1 of 1 C . . C DESCRIPTION QUANTITY UNIT UNIT COST PRICE LINE C f# lim 12' X 10.0' T.C.C. 1,270 L.F. $ 335.00 $ 425,500 Transition 50 L.F. 770.00 38,500 2 - 12' X 9' R.C.B. 60 L.F. 990.00 59,400 c m Transition 70 L.F. 770.00 53,900 12' X 10' T.C.C. 1,190 L.F. 335.00 398,700 2 - 12' X 9' R.C.B. 60 L.F. 990.00 59,400 Transition 50 L.F. 520.00 26,000 12' X 7.5' R.C.B. 1,210 L.F. 260.00 314,600 2 - 10' X 6.5' R.C.B. 60 L.F. 770.00 46,200 Transition 60 L.F. 520.00 31,200 t: 12' X 7.5 T.C.C. 1,200 L.F. 260.00 312,000 2 - 9' X 6.5' R.C.B. 60 L.F. 720.00 43,200 Transition 60 L.F. 520.00 31,200 12' X 7.5' T.C.C. 1,200 L,. F. 260.00 312,000 2 - 9' X 6.5' R.C.B. 60 L.F. 720.00 43,200 r Transition 60 1,0 L.F. 520.00 31,200 12' X 7.5' T.C.C. 30 L.F. 260.00 267,800 2 - 9' X 6' R.C.B. 60 L.F. 700.00 42,000 Transition 60 L.F. 490.00 29,400 12' X 7' T.C.C. 1,030 L.F. 245.00 313,600 2 - 9' X 5.5' R.C.B. 60 L.F. 675.00 40,500 P r iiim Transition 50 L.F. 460.00 23,000 12' X 6.5' T.C.C. 1,210 L.F. 230.00 278,300 r • 2 - 9' X 5.5' R.C.B. 60 L.F. 675.00 40,500 lir Transition 50 L.F. 460.00 23,000 12' X 6.5' T.C.C. 1,210 L.F. 230.00 278,300 2 - 9 X 5.5' R.C.B. 60 L.F. 675.00 40,500 Transition 40 L.F. 460.00 18,400 12' X 6.5' T.C.C. 1,220 L.F. 230.00 280,600 Subtotal Line C $ 3,901,900 iii Contingency 20 Percent $ 780,400 Total for Line C $ 4,682,300 :: , San Bernardino County FLOOD CONTROL DISTRICT COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, PROJECT NO. CONSULTING ENGINEERS, INC. 3 - C SERIES P.O. BOX 7009. 250 N. MADISON AVE. PASADENA. CA 91109 -7009 DATE DRAWING NO. DEC 1986 COST ESTIMATE 1 of 5 r , I. f i Iii . DESCRIPTION QUANTITY UNIT UNIT COST !.. PRICE iii LINE C1 42" R.C.P. 700 L.F. $ 123.00 $ 86,100 le 42" R.C.P. 1,940 L.F. 123.00 238,620 Manhole (Type 2) 7 EACH 2,138.00 14,966 Pavement Resurfacing 48,840 S.F. 1.50 73,260 Subtotal Line C1 $ 412,900 Pm Li Contingency 20 Percent $ 82,600 Total for Line C1 $ 495,500 PR . LINE C2 45" R.C.P. 700 L.F. 128.00 $ 89,600 39" R.C.P. 1,940 L.F. 116.00 225,040 Manhole (Type 2) 1 EACH 2,113.00 2,113 r ,,, Manhole (Type 2) 6 EACH 2,138.00 12,828 iii" Pavement Resurfacing 47,911 S.F. 1.50 71,866 Subtotal Line C2 $ 401,400 it : Contingency 20 Percent $ Liii Total for Line C2 $ 481,700 LINE C3 kw 48" R.C.P. 700 L.F. $ 135.00 $ 94,500 39" R.C.P. 1,940 L.F. 116.00 225,040 pm Manhole (Type 2) 1 EACH 2,286.00 2,286 lir Manhole (Type 2) 1 EACH 2,176.00 2,176 ,,, Manhole (Type 2) 5 EACH 2,138.00 10,690 Li Pavement Resurfacing 48,435 S.F. 1.50 72,653 Subtotal Line C3 $ 407,300 r iii Contingency 20 Percent $ 81,500 Total Line C3 $ 488,800 Pm i San Bernardino County FLOOD CONTROL DISTRICT iir COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, PROJECT NO. 3 - C SERIES CONSULTING ENGINEERS, INC. P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109 -7009 DATE DRAWING NO. DEC 1986 COST ESTIMATE 2 of 5 r . 6. rit 6 DESCRIPTION QUANTITY UNIT UNIT COST PRICE LINE C4 PI ive 48" R.C.P. 700 L.F. $ 135.00 $ 94,500 39" R.C.P. 1,940 L.F. 116.00 225,040 Manhole (Type 2) 1 EACH 2,286.00 2,286 1 111: Manhole (Type 2) 1 EACH 2,176.00 2,176 Manhole (Type 2) 5 EACH 2,138.00 10,690 rm Pavement Resurfacing 48,435 S.F. 1.50 72,653 Ilit Subtotal Line C4 $ 407,300 imm Contingency 20 Percent $ 81,500 Total Line C4 $ 488,500 t: LINE C5 !,,. 48" R.C.P. 700 L.F. $ 135.00 $ 94,500 42" R.C.P. 1,940 L.F. 123.00 238,620 im Manhole (Type 2) 1 EACH 2,286.00 2,286 Manhole (Type 2) 1 EACH 2,213.00 2,213 lim Manhole (Type 2) 5 EACH 2,138.00 10,690 Pavement Resurfacing 49,890 S.F. 1.50 74,835 F w Subtotal Line C5 $ 423,100 ^, Contingency 20 Percent $ 84,600 irr Total Line C5 $ 507,700 r- ii. c pp iii r all #O hi San Bernardino County FLOOD CONTROL DISTRICT COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, PROJECT NO. CONSULTING ENGINEERS, INC. 3 -3 C SERIES P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109 -7009 DATE DRAWING NO. [ / DEC 1986 COST ESTIMATE 3 01 5 r 1 DESCRIPTION QUANTITY UNIT UNIT COST ow PRICE t hi LINE C6 48" R.C.P. 700 L.F. $ 135.00 $ 94,500 "` 42" R.C.P. 1,940 L.F. 123.00 238,620 Manhole (Type 2) 1 EACH 2,286.00 2,286 Manhole (Type 2) 1 EACH 2,213.00 2,213 l im Manhole (Type 2) 5 EACH 2,138.00 10,690 Pavement Resurfacing 49,890 S.F. 1.50 74,835 Y ibis' Subtotal Line C6 $ 423,100 41" Contingency 20 Percent $ 84,600 im Total Line C6 $ 507,700 t LINE C7 It. 11"` 45" R.C.P. 700 L.F. $ 128.00 $ 89,600 36" R.C.P. 1,940 L.F. 108.00 209,520 fmil Manhole (Type 2) 1 EACH 2,213.00 2,213 Manhole (Type 2) 1 EACH 2,138.00 2,138 R*' L. Manhole (Type 2) 5 EACH 2,101.00 10,505 Pavement Resurfacing 46,455 S.F. 1.50 69,680 Plm E Subtotal Line C7 $ 383,700 err Contingency 20 Percent $ 76,700 A• lr Total Line C7 $ 460,400 r :: PP ili PI ilr on ill San Bernardino County FLOOD CONTROL DISTRICT COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, po CONSULTING ENGINEERS, INC. PROJECT NO. 3 -3 C SERIES z fig P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109 -7009 DATE DRAWING NO. DEC 1986 COST ESTIMATE 4 of 5 r . Iii iii DESCRIPTION QUANTITY UNIT UNIT COST PRICE C LINE C8 r iiii 45" R.C.P. 750 L.F. $ 128.00 $ 96,000 39" R.C.P. 1,750 L.F. 116.00 203,000 Manhole (Type 2) 1 EACH 2,213.00 2,213 Pls Ls Manhole (Type 2) 1 EACH 2,138.00 2,138 Manhole (Type 2) 5 EACH 2,138.00 10,690 r Pavement Resurfacing 45,500 S.F. 1.50 68,250 ill Subtotal Line C8 $ 382,300 Contingency 20 Percent $ 76,500 ii Total Line C8 $ 458,800 PR • irl LINE C9 O„ 45" R.C.P. 1,150 L.F. $ 128.00 $ 147,200 • iii 36" R.C.P. 1,750 L.F. 108.00 189,000 Manhole (Type 2) 1 EACH 2,213.00 2,213 Manhole (Type 2) 1 EACH 2,138.00 2,138 all Manhole (Type 2) 5 EACH 2,101.00 10,505 Pavement Resurfacing 51,888 S.F. 1.50 77,831 Ii iime Subtotal Line C9 $ 428,900 Contingency 20 Percent '$ 85,800 gm Total Line C9 $ 519,700 r r Total C Series $ 9,091,100 Pi I Orel iiiii fir► r San Bernardino County FLOOD CONTROL DISTRICT COMPREHENSIVE STORM DRAIN PLAN Jib JAMES M. MONTGOMERY, Ili CONSULTING ENGINEERS, INC. PROJECT NO. 3 -3 C SERIES P.O. BOX 7009. 250 N. MADISON AVE., PASADENA. CA 91109 -7009 DATE DRAWING NO. [ , . DEC 1986 COST ESTIMATE 5 of 5 T. r,V.'.".�^ . zo , +P Warn c,,b rw, l N F• f* T . j` \ti � "' � ,.,( 00.5. 2500 sr. ` 'Rt . . - - C'••(+ £ ��� r ay F�, • ^` 1 ��� ^ rn oa r _ z sr •v .r 3 .v srol. ' III t rli a.� > ■ !3 e ,. � . MN • ..w...r •''O 4✓� 3'01111111M. MIL . :g I „ :500 2VV0'h' - .004 1100 1_rL !L v :.,,,,,,v _ a " W11 • F �� # � i� 000E iOOG 1 MCI. • 2 4 E �� _ ti ,utru i:l. a s �d a :.*: E :. = : �� rca - a / ,,, . 7 MmHg Illt- � m p .'r. i F M. 17 ��r � � q�i e� � y :r _ , • tillM1Ilig 1114,1"T' l 000 u lrrr pp �■7Z ■�E�17 s�o t000E .rx - . :sT .v.. fi T� F ; r u ■ � 0, N f sr �� . 3 } � 11 ,. . ....-1 ® _'e ms � C � I ��Elh � Y Maio Golf comer,• if . 0. llv. "r � '� ■■ . v. , ! a t En� 114 ILIII�III�FI e r t E i ■ ( R71R71 u a o Ei�CI! . � . ,ry^ < IE' ��lB'!�` £ s R I A TO ' • Ifi�7I q_ ` �' _ $ • .. �,� a i •mn.,w. r°"" a � �.., t � ~ r a y$ :::::14 a.- -, ,• w... Et, y . .� 9� !lf111'It 917 w.'�1� .. � , a ' I' L .I , s® ' ` •.Lil��' w,wrxo.11[ .v O7 ` NA < . 1 + uu 3F: / 27 - atr T031 �° _ I • il Ill 1 "A''''" MINE11101 iiii4 ""1"; ' SI S' , 3 IIMMIlrall1111111111E11"Onna„ ,, ., , y .� I� ; ` ;: vK,iK F.4 i1 IIIIIII :c . f l y 9 3 E i . . itt 6 1 `14 il A I n e mrv.. .v. z i 1. .. .. - • " m,, • vim' C. _ _ Ma= ST. /.' " : IMMIESIll 0 adrana ® a ,p,„,„,,,,,,... 'R J 1 3 y i' :. INDEX TO D SERIES PLAN DRAWINGS - ---- Ima . - • W: t c- A. .— : ,•,:•• ;,. ..ok.io. . . „ . ,' .. . ..-• '"' • !: ., ., . i lir LU , ', ';'..:'""'" . „ . > ILI v...e ,, < ' 0 , 1 ,11 ll 0:i <' >”' < „ /,/ . ... .,,, 0 * Z ' . .. ,J!. .. ,. , >; ?" -J ; ',< >' <./ : <.: ,- <;: a, 0 _ cn 0 Pili al `' 0 0» .. low . 4 • 'i WALNUT r illh ### 32 4: A -- . 8 "' „PI CAI Fe:. t. ',e .,, "..--' F E I; 1,'' C . ., CD .— — pm O - ..„. . ,,::, ,. ,,,,i,, ..... " ..... , ._ :: ..... ,, , ,,,, , ,,., , co „.... CD Ili -.....- CO ' CO : 0) . 0, 8 4 CO ; 4. P & . 4 8 / : $k sA 4 8 . ' * ler ,.........., ' t .. ,. * ._ ,,.. „,- Pm 0 4 4 ' 4 "° 1 '' 4 . --- 72" . 9(n . fttt4 Q6 " :. 108" * 0 ., :: .1- , WWI : :", 1..; •,/,,.,:),,, '''. 6 ,,L ___ _ ____ _ .,._ 47 :: ,,,,,B—S f4 4' ' 1 ' - ':! ROAD Oa 8 lair ; it , ".> , i: 41:!: ' „, _ ....,.•-•-• 0 -' ' . . ... - .. r• . „ r }I ,7) Se h LLJ 0: .,,"-'-' ' .,-. .., .; . ' 'f!;-..x;" ... igist:,--- - " ...j .5i, 0 88 : ,,,,,,, . ... J4 i I:: " ggh . < 4 ' t: , ' 0 .% 0 1 4 '—to, 8i,.4. : : ,„ `"- .' ; „ 8 V. : rill , x& LEGEND t :, isi ..94*0.4,1.-: , ,.. ,. 4 PROPOSED UNDERGROUND DRAIN , . o 4 , • PROPOSED CHANNEL t , .... r . .. i ...i; ETiwANDAt :: . AVE. . .":.... al 1121 PROPOSED BASIN itoft**t o gi- *0 . ,,, ,, . ,'888 8 8888. , • EWEN EXISTING DRAIN Pi IIIII••IS• Ill DRAIN SHOWN ELSEWHERE San Bernardino County NW 111E3 BASIN SHOWN ELSEWHERE FLOOD CONTROL DISTRICT WS COMPREHENSIVE STORM DRAIN PLAN or JAMES M. MONTGOMERY, CONSULTING ENGINEERS, INC. PROJECT NO. 3-3 0 SERIES ow P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA. 91109-7009 DATE DRAWING NO. em• 12-86 1"=l000' 1 of 2 PI NI lag .., a 1 1 . „ • : . .: .,. I:: fia - 1 . „ 2 al Z 1 . P I 1:1111D ,,' I < II ,:. OM , • t I . = • . I 48" , ,. 48" ,) '1 : • . pi. . 1 • . , . 111 . . lir , , , -- . II . CACTUS . . i BASINS " 0 ' ', ';'( r r -, t e° .„. : , , , . . ,.... .1 ,.: ,.. . 1 ,..... .. ..„ ill. .. 1 .. ri. 0 0 , , . .. s . , 1 / : ' , ,: rs4 , . 11 120" , , ; : .T. 120" .) 1% A .. E LINE - e aw I gri , ): ; 4.,' , ,$ 0: WA: ,,, 61le ! 0 U..1 ., Ui. Lii ' ..:' : > . ; ,/ — >- A < 0 , < ' / X ,* . - lir 0 : a' • CC 111 II ..:, < : : „. - • . III PIM :..` lir LEGEND . nor PROPOSED UNDERGROUND DRAIN 111111111111- P. • PROPOSED CHANNEL ., ETIVANDAHAVE. . I AI a , i ,:. is 121 PROPOSED BASIN ”- - :e- •IIMI• EXISTING DRAIN PPR INIIIMINIIIII•111 DRAIN SHOWN ELSEWHERE San Bernardino County a. IL 3 BASIN SHOWN ELSEWHERE FLOOD CONTROL DISTRICT is COMPREHENSIVE STORM DRAIN PLAN iv JAMES M. MONTGOMERY, CONSULTING ENGINEERS, INC. PROJECT NO. 3 0 SERIES 0 1011 lir P0. BOX 7009, 250 N. MADISON AVE., PASADENA, CA. 91109 7009 DATE DRAWING NO 12-86 1"=1000 2 Of 2 Am ire e rr _ , . _ 1 0,....�. 20 . .,_� ..., 40 _r_....,,,?..,..._ . r . . . i I ri. . ! z , t r ,-e - -- wmriw. -wev. .m-ew w.v.r.ap.m ilia t t i t t i 1 140 »......, —.... ---1,—,....,....t._ ; .4. .�� i f i S i i i . t 1380 _..__ _ .. .......__..,..__.. F _ l '''' A I fit' 1360 • ; i I iii,' . _ ., , ___ ...._ _, „ .„ bit 0 la lit Q > > iii CO Q a CO Po CO Z CC > 0 H U Q Q W iar U Q CC 0 W W 3 ? ...I Q, ant O O O me O co O O + + 0 r .. N e} S .. .., .007 .... .. _ ............ .... .... _. _._ . _.... _-..---...._....- _.__! 'limo Q25 1309 L @ 4100 I TYPE RCP SIZE L 120" Pio INN PO as San Bernardino County FLOOD CONTROL DISTRICT orn ,„ COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, CONSULTING ENGINEERS, INC. PROJECT NO. 3 -3D P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE DRAWING NO. HOR12. 1' = 1000 P=6 12 - 86 VERT. 1 = 40` 1 of 3 iw pm tus 40 50 60 70 80 90 100 iii . P" it ill" 1420' 2 11i. 1400 q . or- • �i . d d 4001 138 . . PM CO CO 03 03 by Pm a w a a w a w a A W -J J = J c J W it 0 Q z Q O Z Q (Z 9 ? Po re 8 N mt CO CO 40 + + + + + •— I's. O CO st CO CO O re A ,,, S . 004 .005 - .0 be Q25 ; 964 770 577 , ..... _ L : 2640 1320 1320 PP TYPE; RCP RCP RCP a Or SIZE . 120` 108" 96" Po illi twa San Bernardino County FLOOD CONTROL DISTRICT pm COMPREHENSIVE STORM DRAIN PLAN tor JAMES M. MONTGOMERY, CONSULTING ENGINEERS, INC. PROJECT NO. 3 - 3D Pook P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109 -7009 DATE HORIZ. 1" = 1000` DRAWING NO. 12 - VERT. 1" = 40' 2 of 3 IMO it 06 90 100 110 120 130 err . Pa i PM f. , 1 pi. 1420 1400 .a. .,.- wil he pm m 0 tog LLJ LLi 440 Ui > N Q O p Q D O W 4 ( I" � z I — —1 ILI OA Iry p Z a Z 2 Z J Q O p Q f- '� a - 0. ii+ O N O N + + co O N Ire O r— ,,,.. S .003 .003 _... . 3 . . _. i.,, Q25 384 190 L . 1320 1320 1A TYPE. RCP RCP fro . SIZE . 90" 72" PR Irr rrr San Bernardino County FLOOD CONTROL DISTRICT PR COMPREHENSIVE STORM DRAIN PLAN its JAMES M. MONTGOMERY, CONSULTING ENGINEERS, INC. PROJECT NO. 3 -3D rik P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109 -7009 DATE HORIZ. 1" = 1000' DRAWING NO. 12 - VERT. r =40' 3 of 3 WI it ow 0 10 20 30 i al Y " i 1- I III 1500 t be ( i A 1480'.__..__.._ ..._._.. _.._.. -.._ . Ir i Pk 1460 •- // mum 1 Pi alliE 1440 I I. 1420 ,... i lift 1 9 IIIII ME IIIII I E , 1400 ..,..�.... PO ili o ui ilii a �° a W E- _Z M iir JZ a (g Pm a r CO Pm It kW 8 N 41114 S 0.020 Q 10 a__.___....._. _. 86 _..._-. __.- ._._._.. _._. tor L 2640 _ -- - --._ ...._._._ _ ____ ,__.__ __ TYPE RCP SIZE 36" ono or ad San Bernardino County FLOOD CONTROL DISTRICT MIR COMPREHENSIVE STORM DRAIN PLAN or JAMES M. MONTGOMERY, API ENGINEERS, INC. PROJECT NO. 3 irr P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109 -7009 DATE HORI2. 1' = 1000' DRAWING NO. JIM 12 VERT, 1' = 40' 1 of 1 ..r e"" hr eso 20 30 1500 Po R 1480 ,.. -- _...w.,.._. T_-.-_ _....,�_..,,_.,,H_ ' ...�..w., +_._ __ ..,. .i_a ; _. ,1 Ill , ill 1460 t *i _. t 1 pit ' • g ire 1 44 0 m.,_. ,, __ .�.�,. ,. -. w i..._. �... �- �.. ,.,�..�.m.�...., .,.�a t is 1420 ... _ -. -._ _ -._—.. _ -_ } j t Pk 0 iii 1400 „- -- _..,a���,- ..._�...,,.w..�. � _...� ..... ,.��. 3 P Ple ON 0 PIM Q Mir' 0 O > CC W _Z W Q 1/ J Z I— Z My J Z O W J CO Q Sox 0 Pit Q d' b y c o o fir N Pm S 0.020 .. Q 10 90 L 2640 TYPE RCP SIZE .,... — ,..-.. �.�. - _ -_- 3 6 ~ „-. ...._a _..- ..-... - -._—_—... --_ „- - ._. Om Mt Pm at San Bernardino County FLOOD CONTROL DISTRICT in lig COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, ou g CONSULTING ENGINEERS, INC. PROJECT NO. 3 - 3D2 id P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. 1' = 1000' DRAWING NO. ,. 12 - VERT. 1' = 40' 1 of 1 olio' bar 0 10 20 30 6 it 1500 ! . _ ... ; .....__ gg 00 f f 1480 i .......,, . ...... a..,,....._;._.,..... ..w »4,....., — r^. ®,._.,.r., t .,._M,.r_...w+,.. «.,,.._,...... __,.-y.,.,w...._ _+......_____, 14603. ... I 6110 144 °,�° . .�,._r._.,.�.®..Fv..��. —.. �,,,, .._ �..�._._�.,.,w.�.._..,..�„�_,.. ,..,r .�.�..�...__�..,.. �:.�..... .�...... �.. s 3 I y ; w..�a r t / iii, 1 420 .. .. ; .. ; ._. 4 ..... 1400 -.... -..�,u_,..��.._.........,m- ....w...... ... 1 ,__ .. _,. [ _ �.... ' .�. >. - ... ...„-- ...._., .. ,.._+,,,. .,_ limo 40 it 0 ill 00 W CC uj Z a " Z J iir J Z z W -I U) -a Q CO rill < ill. 0 f ... 6 N S ` 0.020 _ .. - - _.. _ 0000. _.........._..._ ._ _..__.... 6 10 90 L 2640 TYPE i RCP SIZE = 36" - . - ...., —.—„------- ,.......... _........_.�.... -- �.�....�..�.. -. rT.,.�...,:,�... - �....,�...ti,...��.. a..a., -..� .�-�. —J Ib al San Bernardino County FLOOD CONTROL DISTRICT fa iir COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, CONSULTING ENGINEERS, INC. PROJECT NO. 3 - 3D3 farn Ow P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. 1' = 1000' DRAWING NO. 12 -86 VERT. 1 ' = 40' 1 of 1 ir err . 0 10 20 30 iikt r 1480 1460 r f , . ICI , "' 1440.._,...,__........_._. .._ a. ,MR..4. . .. . � . . . . u... .. .... . _.._ �. W,_... -.. ito 1420 E.. - , 14001 .....— ,s .. "___ . _ ...... ,...... �.....,.. : _ irir p 1rr p p W CC W Q e, Z I- W _, L 2 J D ■r J Z Z W Q J 0 a CO illili M" p O `r } 4, Z N ,,. S 0.019 iit Q 10 . 90 { L 2640 TYPE RCP ili SIZE 39" IP P iii San Bernardino County FLOOD CONTROL DISTRICT fP iiii COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, PROJECT NO. 3 - 3D4 ,O, CONSULTING ENGINEERS, INC. P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109 -7009 DATE HOW. 1" = 1000` DRAWING NO. 12 - 86 VERT. 1" = 40' 1 of 1 r ,r Oa 0 10 20 30 it ! i s r p ° I I hi ... t i i 1 I I i. I 1460' - - _ N .. no no .,,. fi r _ 1 PM 1420 ... / s 7 14 00 1 ____ _ . ,.v.,... .,._.. , , ,. —,., ..a....,w_....,_ „;,. , ,_, , � ...... . ...... .M ,,,., .N. _.. .._____i Pa 1m illi 1M 0 lit 0 0 > IX W Q Z J Ir J Z J �O a - a� m I.. 0 ire O N S «� 0.019 ... y.,.,.._«..._�....__ _ ... -_ . .. ., . _..____.w.p. _______ ---, ,w ir. 10 , , - 89 ._- L 1 2640 1rr TYPE= RCP SIZE i 39' on art PI ifo San Bernardino County FLOOD CONTROL DISTRICT mmt COMPREHENSIVE STORM DRAIN PLAN iii JAMES M. MONTGOMERY, on CONSULTING ENGINEERS, INC. PROJECT NO. 3 - 3D5 krl P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. 1' = 1000' DRAWING NO. 12 - 86 VERT. 1' =40' 1 of 1 lir mo re 0 10 20 30 40 A 1460 11x1 __.._.. �. .__. _ - .. ..._. I v ...... F . .. 0 ' ri. 1 420 f _._ .,....... j ilt P +m.... .. .«._....,ew ..a�..«M. .. , W..,.„, . re..w.+:....+...., -. ..a m.. �•..+A rvn. «.: ,.-.,. .M.., ..... ..,m.... .r. x ,.m / 1 "" 1400 .. a .._- . _.. ' _ ..... 1 £ 111] .�........;... «�. f ._ _. p II ' w• 1380 .. . __ -"I 1 t —may. _- --.,r .- ..r «a,...«. CO ,, _J__ ., w.. ..- _._..,....,�-..».,......, -.. .� .,<..., . . .. .,,.s, _. .«.x.. .....,..._,.a. -,.,. »....... ., —$ ..�.... ..r..,.-- ,i..a,,.....,. pm 'W ' 0 R V V Ow Pm 0 0 > W �„4 W Q { W Z 1 W I ow ? J W —I Z J Cl. W O Q Q aim to , 0 0 oir' ' ! N ct M N M S _ _ — 0.016 ..,,_ . „._ _ _. ____,1 _......�,.,....w ..,... _ 0.005 . _ ... H .... _._ ._,,__,.______. P. ib1 0 10 255 172 90 . . iiii L 1 1320 1320 1320 > its TYPE RCP RCP RCP SIZE L 57" 48" 48" Ii II Ill San Bernardino County No FLOOD CONTROL DISTRICT j COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, PROJECT NO. 3 Pm CONSULTING ENGINEERS, INC. P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE DRAWING NO. HOR12. r = 1000 Pm 12 - 86 VERT. 1" = 40' 1 of 1 Yr Itr . Po iro 0 10 20 I 1 iiii i �4 b,. t f } 1400 m .. - .........<.�... _., >, «.. »_..< -...a ... ......_.,.. .� >_ -. w.„, ..,..em...m<.v.o-w w.-- »w. :,,.....--:...-aSwnw..,w w- .s-,. -... „_...- <,e -..:_ < ,a, —.1.. -- w. .w__,.w.- .,»,..,....„ .,,,.:b.., e» --- .- L....,....,ron.c...ro, „m.,.>_.n.. I Illw y r• �\ W r� Z LL O ri Q Q CO J Z >- O < . 0 r 0 N ihs O + !. S 0.005 . ., Irrl 0 10. 90 . . _,. L 1320 i TYPE _ - - RCP SIZE 48" I. iiii iii, San Bernardino County FLOOD CONTROL DISTRICT re iii COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, ill CONSULTING ENGINEERS, INC. PROJECT NO. 3 - 3D7 i re P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE • = DRAWING NO. HOR12. 1 1000 12 -86 VERT. 1 = 40' 1 of 1 Wig eR lilt fr , DESCRIPTION QUANTITY UNIT UNIT COST im PRICE air or LINE D h "' 120" R.C.P. 4,100 L.F. $ 394.00 $ 1,615,400 120" R.C.P. 2,640 L.F. 394.00 1,040,160 o 108" R.C.P. 1,320 L.F. 350.00 462,000 ,,, 96" R.C.P. 1,320 L.F. 309.00 407,880 PR 90" R.C.P. 1,320 L.F. 288.00 380,160 72" R.C.P. 1,320 L.F. 199.00 262,680 Manhole (Type 2) 16 EACH 5,626.00 90,016 Manhole (Type 4) 1 EACH 7,635.00 7,635 Pm hit Manhole (Type 4) 1 EACH 6,823.00 6,823 Manhole (Type 2) 2 EACH 4,942.00 9,884 P Manhole (Type 4) 1 EACH 6,139.00 6,139 r Manhole (Type 2) 2 EACH 4,277.00 8,554 ,, Manhole (Type 4) 1 EACH 5,565.00 5,565 um Manhole (Type 2) 2 EACH 3,980.00 3,980 i"■ Manhole (Type 4) 1 EACH 5,049.00 5,049 Manhole (Type 2) 3 EACH 3,005.00 9,015 I^ 60 Manhole (Type 2) 1 EACH 2,562.00 2,562 Pavement Resurfacing 429,700 S.F. 1.50 644,550 r Subtotal Line D $ 4,968,100 6. fro Contingency 20 Percent $ 993,600 r, Total Line D $ 5,961,700 # LINE Dl 36" R.C.P. 2,640 L.F. 108.00 $ 285,120 PM Manhole (Type 2) 7 EACH 2,101.00 14,707 Pavement Resurfacing 44,860 S.F. 1.50 67,320 kw Subtotal Line D1 $ 367,100 Po ill Contingency 20 Percent $ 73,400 r ,, Total Line D1 $ 440,500 10 San Bernardino County p FLOOD CONTROL DISTRICT iiti COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, PROJECT NO. 3 - D SERIES Pm CONSULTING ENGINEERS, INC. 6 P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE DRAWING NO. DEC 1986 COST ESTIMATE 1 of 3 wip POI DESCRIPTION QUANTITY UNIT UNIT COST PIN PRICE Ii LINE D2 I0 36" R.C.P. 2,640 L.F. 108.00 $ 285,120 Manhole (Type 2) 7 EACH 2,101.00 14,707 Pavement Resurfacing 44,880 S.F. 1.50 67,320 Po 60 Subtotal Line D2 $ 367,100 Ilw Contingency 20 Percent $ 73,400 err Total Line D2 $ 440,500 LINE D3 36" R.C.P. 2,640 L.F. 108.00 $ 285,120 r" Manhole (Type 2) 7 EACH 2,101.00 14,707 60 Pavement Resurfacing 44,880 S.F. 1.50 67,320 P ,,,, Subtotal Line D3 $ 367,100 IN Contingency 20 Percent $ 73,400 '"'" Total Line D3 $ 440,500 LINE D4 F 39" R.C.P. 2,640 L.F. 116.00 $ 306,240 Manhole (Type 2) 7 EACH 2,138.00 14,966 Pavement Resurfacing 46,860 S.F. 1.50 70,290 P 60 Subtotal Line D4 $ 391,500' "'"" Contingency 20 Percent $ 78,300 OW Total Line D4 $ 469,800 on iw PIM iir Pi iiiii IN iii San Bernardino County IN FLOOD CONTROL DISTRICT COMPREHENSIVE STORM DRAIN PLAN Ili JAMES M. MONTGOMERY, " CONSULTING ENGINEERS, INC. PROJECT NO. 3 - D SERIES he P.O. BOX 7009, 250 N. MADISON AVE., PASADENA. CA 91109-7009 DATE DRAWING NO. Ii DEC 1986 COST ESTIMATE 2 of 3 ow PPM DESCRIPTION QUANTITY UNIT UNIT COST PR PRICE hi LINE D5 im 39" R.C.P. 2,640 L.F. 116.00 $ 306,240 Iii Manhole (Type 2) 7 EACH 2,138.00 14,966 Pavement Resurfacing 46,860 S.F. 1.50 70,290 Pw Ili Subtotal Line D5 $ 391,500 P ,,, Contingency 20 Percent $ 78,300 Or Total Line D5 $ 469,800 r" LINE D6 km 57" R.C.P. 1,320 L.F. 150.00 $ 198,000 I!!.1 48" R.C.P. 1,320 L.F. 135.00 $ 178,200 48" R.C.P. 1,320 L.F. 135.00 $ 178,200 iiii Manhole (Type 2) 2 EACH 2,562.00 5,124 PP Manhole (Type 2) 1 EACH 2,450.00 2,450 lot Manhole (Type 2) 6 EACH 2,286.00 13,716 Pavement Resurfacing 82,170 S.F. 1.50 123,255 Po Subtotal Line D6 $ 698,900 IN p , I , Contingency 20 Percent $ 139,800 too Total Line D6 $ 838,700 o LINE D7 am 48" R.C.P. 1,320 L.F. 135.00 $ 178,200 , I Manhole (Type 2) 3 EACH 2,286.00 6,858 Pavement Resurfacing 26,400 S.F. 1.50 39,600 o w Subtotal Line D7 $ 224,700 ma Pa Contingency 20 Percent $ 44,900 am Total Line D7 $ 269,600 OW PP Total D Series $ 9,331,1fm OA iiN San Bernardino County FLOOD CONTROL DISTRICT II COMPREHENSIVE STORM DRAIN PLAN ai JAMES M. MONTGOMERY PROJECT NO. 3 - D SERIES IIII CONSULTING ENGINEERS, INC. he P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109 -7009 DATE DRAWING NO. DEC 1986 COST ESTIMATE 3 3 of tali P 'Ira -- q.11111V4 ' i \r1 1" - -" * ."..._ . , ,1447 4 -1., " I r ,, I" aMill11.111WA ill e„, 1 - ®� ®► _ IIIIIIIt 1;11111111 s Y ®� ■ - PliniikK ow ;iii•-;74 _ � � 3 � � mis. it 111 '',� ,.,.,, �� 2500 • . ' „ c"— LI Pm Ir4 qtraill .11. NC: ... ._ lill � _ 4. , .„11;allin ii as " i 'arr-P 1 ri ...,,,,,,......„. ....„ , ai F 11 1 r . j5lF � '� 1 1 rr-, L ■ l: - € PE . . r� 1 i31. • r d , i iimi 1■O:: , m 1 6iI ow ram *. 0 . 1.- 1 Iiiiitynog - II ii la � �R r.�.�. �, r g 1 II_ -9-99 mor.ramr, Ae,r).4 2721 � 1 � ��� E � rn� + \ rEI 2 IN : gir..tp !1! E �9 : ,._gpfkim -, .,,,,orr,...r,..4.7.6-1 4 -: .r.- r ..41 fLu! i � €. 4111 ,111 �-�y, . . I!L II . . . , .17E7 M, II r icE 1 -_ ..I _ Fii - in '. 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' 4 * , ,,,.:";:a,fr:'...":,'.:S",:.:!S...::'SS,','.'".•;SI:M=7.....* - ' ,,,. .:„.,„.,„,. ,, .../"./.." .:r:::: 40 4 ,k .:4V F " ,:::: '41 I ''''' ' ' 5"5 LEGEND , . - 11 . P int — .. . „ .. . .., , PROPOSED UNDERGROUND DRAIN ---• SO. PAC IFIC ., .. r • PROPOSED CHANNEL .„.. . ...... .. 000 to0 t :••• 0 .....'f ' lir ICI PROPOSED BASIN 4 I u: . .,, : . -- .,;g .,,,,.. . 0 111.111.11 EXISTING DRAIN ' ' 0: •i: 54 . 0 ••••••• DRAIN SHOWN ELSEWHERE San Bernardino County lig 111110 BASIN SHOWN ELSEWHERE FLOOD CONTROL DISTRICT PI COMPREHENSIVE STORM DRAIN PLAN Ili JAMES M. MONTGOMERY, pol CONSULTING ENGINEERS, INC. PROJECT NO. 3-3 E SERIES P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE DRAWING NO. 12-86 1 1 of 2 fi ■ i lid r r � i fill 1 11. ROA s = ; ACTUSw /�, 4 f ..:: BASINS FS - • 14 :.: >:: ; W ::, ot■ li r ..... , >::. <!,,...• . >:, P W tl Q 2 dC ;, _Il W W by U . i I I J I 1 I t � tr. 1 e- 661 s:.4, g . .. a) ,,. 4., , ,t! 61 e , a ' t a .I `b - = 4s n ... ,,..i .. 5: .4.0 0 �. g ,P° 6 Lo y g ' t' ' � 33'9 5 t' , �a;v SO n • ,- a ,, 4 s. { ..,/ $4 * d '4 o ', „ firs, .# _ .. , ..,,.. w L 1 6" 126" � x,7,7,7, _..„ 120 g 0 5' dew , y l8 L.: • {£ .. ..' l — . sLV� i /'•HC ,i:rc <,ir< i ii »iih, ir�ai;soii a , i ✓iu: i b• %,/ii .ice% �, / . x'88 ,✓'' 3 u., % yy8s P V: H 2t q b. " 61 to >u s y 74 . 4777 0 • .%. , R .,. ' Z 4 H 'b. 4 i,' *>rE Mow V., • ➢'x ffi d'�' #sus" , ,, x 1 «" ',. *... 9 A LEGEND ';.. '. PROPOSED UNDERGROUND DRAIN .; , , - ?< 4 . ,. � -; .. • PROPOSED CHANNEL .':4 � " "{ ' " ' ii. 121 PROPOSED BASIN y y � » SO. PAtlf C i .1... EXISTING DRAIN It--- .., . , 1.• DRAIN SHOWN ELSEWHERE San Bernardino County Iriii3 BASIN SHOWN ELSEWHERE FLOOD CONTROL DISTRICT I" Iirr COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, CONSULTING ENGINEERS, INC. PROJECT NO. 3 -3 E SERIES P• 6 P.O. BOX 7009, 250 N MADISON AVE., PASADENA, CA. 91109-7009 DATE DRAWING NO. i I� 12 -86 1 =1000 2 of 2 PI irr : , . r iis 0 10 20 30 40 50 MI ° ewwm✓..x 6 ° .. ; m ea.,....... PO 5 , i 6 , T r 1320 ° _ " _ S r 1300 ; _ ; I. • a s' 1280 : it. 001111001 , , _,W.:..._.. ,,..... _ ._ ....,,. m ii. ip. J Z W O_ u i co ZQ Q >W >W >W Q W W Q W Q W O Q W = Z W Z ? Z cG Z Z Q j "' U J Q J N"1 _ .1 1- cc ¢ O OZ � Q r Q �O J � VO =p he CC 0 0 0 0 L + (0 w a r N M to i n S .0 08 .005 .005 .004 ,. 0 25 1431 1277 1 122 968 F L 1300 1320 1320 1500 f"" kit 1 TYPE RCP RCP RCP RCP SIZE 126" 126" 126" 120" Pm iii pi li San Bernardino County FLOOD CONTROL DISTRICT for tif COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, !. CONSULTING ENGINEERS, INC. PROJECT NO. 3 L P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. 1" = 1000' DRAWING NO. : , 12 -86 VERT. 1" = 40' 1 of 3 c , . r 50 60 70 80 90 100 110 lita C 1360 . _.. n� .--t -- . ..— _., -_._ , .�...�. „. .......v... - .. : , l 1340 t - . - ._ .. > . _ _ .. . _ F i r 4 1320 .. �._. :._,. _ .., .�. ,._ . n ....... � ..,_..r..., _ .. ' .__......4 t fir... i ' �� 5 C 1300 - .. ) 1280 � `, O. CO m LI 1-- 1-- F- 0 c7 F- i�lr o o M + o_ E rn 1- W 1,.. LLI CO LLI M W Tt LLJ W a W Q W Q W Q W Q W J co --1 -I m J W 0: �z + o- Vz 0 C 0 0 0 0 co co : + t tt c0 N (+C M in cc) c0 O) O II- S .005 .005 .004 .005 0 25 828 674 530 367 L 1450 1320 1400 1320 C TYPE RCP RCP RCP RCP SIZE 108` 96" 96" 78" i r ii. San Bernardino County FLOOD CONTROL DISTRICT r r COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, PROJECT NO. 3 - 3E CONSULTING ENGINEERS, INC. P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORI2. 1' = 1000' DRAWINa NO. 12-86 VERT. 1" = 40' 2 of 3 C , , P" Ls t 110 120 130 140 150 3 i . t fiat 3 _ ... 1400. _ .. .. . . 1380.. _...... _a..,.. - . 1340 ... ..... _... .... . _...._. _.. I EM11.16111.11111114 I kilf Itr PI kit LLI W Iii W CO o Q w < W Wm Q Qw o p w Ow CC ¢ z z_z F-z iirt W w -1 M 0: J W J CI 13 r- QZ 2 a R o Q o Q o I- a r c ° CO 0 0 um rr o T M Nr PM s .009 .005 .003 10 Q 25 367 264 161 L '. 850 1600 1320 TYPE1 RCP RCP RCP lir SIZE i 72" 72" 66" ) Po ihr 1 Es. San Bernardino County .R FLOOD CONTROL DISTRICT tis, COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, PROJECT NO. 3 - 3E Pm CONSULTING ENGINEERS, INC. iiii P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. 1" = 1000` DRAWING NO. Pw 12 - 86 VERT. 1" = 40` 3 of 3 um r s Pit L f 0 ,.,...., 1 0 , w._ „_. I . , irr , , z A irl , a C .,% 7 1 360 1 "0 7 11 , bit 1340 . , s. , ,. a,,.,...... .1 r ire s* i tat c L CC w a w Q iisi w J Z 0 > Z Q �O i PI w 0 �r + op 0" S s. 0.0 17 "., _ .....,. e ., M .. L Q 10 89 I L 850 TYPE€ RCP F SIZE 39" Iii San Bernardino County FLOOD CONTROL DISTRICT 6 COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, PROJECT NO. 3 - 3E1 CONSULTING ENGINEERS, INC. P.O. BOX 7009. 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HOR12. 1" = 1000' DRAWING NO. r 12 - 86 VERT. 1" = 40' 1 of 1 ir iro , 1. 0 10 PI fit , - . PI . 6 i , 1380j— ' i . PI 1 list 1360 i .,.... A , Ir. i ■ film int r u.j d > CC al < LLI < Poo Z 0 i 1, • Z Z < fo u. L w op 0 0 0 to + o + co Po' S 4 0.014 L Qio 89 L ' 850 Pm I TYPE RCP SIZE, 39" W. II" . San Bernardino County FLOOD CONTROL DISTRICT r jar COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, r CONSULTING ENGINEERS, INC. PROJECT NO. 3 L P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. 1 = 1000' DRAWING NO. 12 VERT. 1 = 40' 1 of 1 , iii. 0 10 1 1360, r lbw 1340 I- - 1320 - PP" tat u i w LIJ I— CC —I Z 0 0 0 0 0 0 S 0.014 Q 10 , 88 L 950 TYPE' RCP ale SIZE ' 39' O hit San Bernardino County FLOOD CONTROL DISTRICT COMPREHENSIVE STORM DRAIN PLAN tor JAMES M. MONTGOMERY, CONSULTING ENGINEERS, INC. PROJECT NO. 3 P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. r = 1000' DRAWING NO. 12 VERT. 1' = 40 1 of 1 irl 0 10 20 oft .« mw.e_...w.u,a.:.s.aw, .... ..a.......- ....b -.. n w- re. d....... ..:..«s•.- a4m.ue..n_....a -wawa . va..Snu..«.w -. a«a.e..,..r..m..r.......w. _..- ...w ,. ..�e .. ..« ( •..w.wu .. .. w• 1360 13401 13201- c.»w:— 1300 ry B..,, re err w tr. > N w Q W Z 0 W CC Z Q Q M ' F- w Irr O 0 imp O + + + co O $ ; 0.018 Ylr Q10 ' 86 L 1850 TYPE, RCP SIZE ° 39" hit Prn %I„ San Bernardino County FLOOD CONTROL DISTRICT COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, PROJECT N0. - 3E4 CONSULTING ENGINEERS, INC. P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE ' DRAWING NO. HORI2. 1' = 1000' 12 - 86 VERT. 1" = 40' 1 of 1 r tot , pi 0 10 20 lir I "• ' - ''' ! ' "1 - i 1 , ! : ow 7 - I fil' t 13 6 0 :o is 1340 • de' on . 1320 ; oak . air 1300 OPO file Pl. ui > W 0 PA W E z w _ taw co < cc g <0 1-7 w iv+ o IP. CO ille .- 0 Or) 1—• „ PI S 0.016 f Q 90 ihw 10 : L . 1980 I" ; TYPE + RCP ire SIZE 39" San Bernardino County sit FLOOD CONTROL DISTRICT pm C fl COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, II" CONSULTING ENGINEERS, INC. PROJECT NO. 3 P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE NORM l = 1000' DRAWING NO. 12 VERT. 1 = 40' 1 of 1 r , 1,... 1r Iir P. fir. 5 , _ , ......a., ..�.. _ 10 .�._�.��,..�.,w��. .... .. �.. 30 _.. > .. _ ....._.. ry......._._... ,a,... _., _. .., ....- .,, Ow 1360 - - g '" . 1340 1 .. __... L 1320 .. § } 4 u 1300 ............... . ...„,—,........---..,.....,_,..... ... ,. .,.... .. _ ....... ..— ...,....i...... _... — .4, , , ,,,, ,,,,, r-,,-.1. -.w ......_ ...,._a..... . I 3 £ i 1 , i .,.... .. .. wwwrsu.,pa. <. „.. «_. +awv "w.sna<ac.wr.. .. >.'w».x,.....,.o.,aueaavw -. --I,— . �,.a..- ,..s.H ,...... _<.......Jo- ...... , ,- ... -..... ,.%a >....,....a. .« w.. 4...� ...-, ..m..«e. «,. ,._ .. ... .,.. Pm iii r w the � w > w Pi• w Z Q s w J 0 iiii CO CC Z Z 0 1 ..9 a 0. 1- w `r On 0 bit g N ,?• S 0.015 ,..._._.��. <�..... _.. ,.._....... _.�._,.�„�.�.�,.�,....— �m._.. — ... _. tm, 10 92 . L ° 2100 i r . .... ...... . . . .. f iv TYPE RCP SIZE 39' Ili San Bernardino County Pm FLOOD CONTROL DISTRICT `, COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, PROJECT NO. 3 - 3E6 r CONSULTING ENGINEERS, INC. P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. 1' = 1000' DRAWING NO. • 12 -86 VERT. 1' = 40' 1 of 1 ,st ,, . . 1111 r ill 10 20 3U illIN 0 ,... ...,_ .......a ...v_ _ , . _... ., .. rt......,o N . , - ,.. i air ! g e .., f . .. . o pp q 1360 – 1 iiii 1340 I.— — —i ..„. 4 err 1 r .._ . 00. ' . .00. 1 i f^ 6 w o w > w a fP0 az a 1. o Z 2 ? Om <o . w O M irr Q 10 ... 90 L 3 2300 TYPE I RCP SIZE i 39' ' laki I'" LI San Bernardino County FLOOD CONTROL DISTRICT till COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, PROJECT NO. 3 - 3E7 CONSULTING ENGINEERS, INC. P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORI2. 1 = 1000` DRAWING NO. 12 - 86 VERT. 1' = 40' 1 of 1 PIN MY Om 0 10 20 30 { 3 ? 0 1 j 1 � 3 } 11, . t 1340 T e E iii r . ::: .... ep. » -�.- < rne} i+ it f 1280 .� �.. >—.,� ,.. � .�.�o....._.a.....�.._..,e...�. _r,�„ ,�......,. —._ .._......,�.......,..m......, .._ .......... . ..........�..,....... �.��..,.n,r..��.,.m.,._ �.,.® rot i. 7 w lu w a w OM Z a z iiii Z g 1 - gm w L 0 r .. 0 0 + G 0 N S .�..,„_.- .....�.��.r..,..._.. _ 0.016 ........_.._..,.. �.., ....,. , . . .. ..... ..... _.. ........ar_...r» »_.�.�.u....�m, : 0 i 92 L 1 2300 r TYPE RCP SIZE i .w . — ,...,,�..._....... , ._ 39' .. _.. �...a ... ^ �.. _.......w..m __ ._. I" W. r i L San Bernardino County FLOOD CONTROL DISTRICT P COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, �,,,, CONSULTING ENGINEERS, INC. PROJECT NO. 3 -3E8 1 tow P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. 1' = 1000` DRAWING NO. 12 - VERT. 1' = 40' 1 of 1 Pim Irr P r 0 10 20 30 } 3 , , 1360 PP 13401 , r 1 myp hi 1320 l 1 i PI 1300 .- . .- -- -.0 _ .. _ .. ... _ .. .�. .... .. pp P >m ww.-..�..... ... -.-.. ca. �,...- w... -w .. ».. ...w.s- ..o..w.w. ..a.v....- .. } ,....,.e .... ...... .. ... . 6.. .. - .............. - ,.<..« 1280 — - "..... _ .... _.._ i r Iw w k'n w w a 2 J a Z Z 1., O F- w iiii 0 f 0 Imo co S P 0.014 . � ,........._...�................ �. �.. .......�.,..�.�.._�.- �,�..,«.., O 10 89 L 2300 TYPE RCP . x SIZE I 39" s. r Ili San Bernardino County FLOOD CONTROL DISTRICT COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, CONSULTING ENGINEERS, INC. PROJECT NO. 3 - 3E9 j P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. 1" = 1000' DRAWING NO. 12 - VERT. 1" = 40' 1 of 1 t , • 0 10 20 30 S o ._...... „ .,,. ... ...„ -..n __ E e..exw'.a_,..,_.w... w..... >.<m .uw<o- w.+.... .a_..w> , ... re --+-w v>..,— .nm.m:vu.-gy 1110 r i 8 1101 1340 Ili E FM 1320 _ __ . __®_,._ _ t ,�,_.. v_>.a.... _,y..,4.�.�..�,... H .....M.,<� „... m.� _ ,. . ,m.. _ —42., . _ _... ._.., r f 1300 1280 .a _ �' _ m�,._ .. < . �. .- ._, � ........ 4 A im 0" W iiii W Q W r Z Z 0 r11 Q Z ye Lil i iii 0 11 0 0 Li + co �,�. s 0.014 ... .. 3 lrr Q10 1 25 L i 2300 ill TYPE RCP SIZE _ 45" ri Pm San Bernardino County FLOOD CONTROL DISTRICT Ito STORM DRAIN PLAN JAMES M. MONTGOMERY, � • CONSULTING ENGINEERS, INC. PROJECT NO. 3 - 3E10 R l P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. 1" = 1000' DRAWING NO. p ., 12 - VERT. 1" = 40' 1 o 1 iii DESCRIPTION QUANTITY UNIT UNIT COST pm PRICE iiii LINE E 126" R.C.P. 1,300 L.F. $ 438.00 $ 569,400 P"' 126" R.C.P. 1,320 L.F. 438.00 iiim 126" R.C.P. 1,320 L.F. 438.00 578,160 f., 120" R.C.P. 1,500 L.F. 398.00 597,000 ti 108" R.C.P. 1,450 L.F. 358.00 519,100 96" R.C.P. 1,320 L.F. 323.00 426,360 96" R.C.P. 1,400 L.F. 309.00 432,600 r i 78" R.C.P. 1,320 L.F. 229.00 302,280 72" R.C.P. 850 L.F. 218.00 185,300 I: 72" R.C.P. 1,600 L.F. 218.00 348,800 66" R.C.P. 1,320 L.F. 178.00 234,960 Manhole (Type 2) 6 EACH 5,996.00 35,976 Manhole (Type 4) 1 EACH 7,654.00 7,654 Manhole (Type 4) 1 EACH 7,489.00 7,489 Manhole (Type 4) 1 EACH 7,433.00 7,433 A iti Manhole (Type 2) 3 EACH 5,700.00 17,100 Manhole (Type 4) 1 EACH 6,675.00 6,675 ci Manhole (Type 2) 2 EACH 5,108.00 10,216 Manhole (Type 4) 1 EACH 6,859.00 6,859 Manhole (Type 2) 2 EACH 4,516.00 9,032 P Manhole (Type 4) 1 EACH 5,770.00 5,770 ilit Manhole (Type 2) 2 EACH 4,277.00 8,554 Manhole (Type 4) 1 EACH 5,326.00 5,326 r i Manhole (Type 2) 2 EACH 3,059.00 6,118 Manhole (Type 2) 1 EACH 2,986.00 2,986 Manhole (Type 2) 1 EACH 3,244.00 3,244 r m Manhole (Type 4) 1 EACH 4,976.00 4,976 Manhole (Type 2) 3 EACH 3,409.00 10,227 Fs Manhole (Type 4) 1 EACH 4,424.00 4,424 iii Manhole (Type 2) 2 EACH 2,691.00 5,382 Manhole (Type 2) 1 EACH 3,359.00 5,326 I: Pavement Resurfacing 524,810 S.F. 1.50 787,215 Subtotal Line E $ 5,730,100 ii San Bernardino County FLOOD CONTROL DISTRICT r COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, PROJECT NO. 3 - E SERIES CONSULTING ENGINEERS, INC. P.O. BOX 7009, 250 N. MADISON AVE., PASADENA. CA 91109 -7009 DATE DRAWING NO. DEC 1986 COST ESTIMATE 1 of 5 hie r DESCRIPTION QUANTITY UNIT UNIT COST !. PRICE lai LINE E Continued Subtotal Line E $ 5,730,100 Pos Contingency 20 Percent $ 1,146,000 Line E Total $ 6,876,100 Po ismi LINE El 004 39" R.C.P. 850 L.F. $ 116.00 $ 98,600 i Manhole (Type 2) 2 EACH 2,138.00 4,276 iro Pavement Resurfacing 15,088 S.F. 1.50 22,631 ime Subtotal Line El $ 125,500 Contingency 20 Percent $ 25,100 Om Ow Line El Total $ 150,600 i ,,,, LINE E2 1W 39" R.C.P. 850 L.F. $ 116.00 $ 98,600 Manhole (Type 2) 2 EACH 2,138.00 4,276 "" Pavement Resurfacing 15,088 S.F. 1.50 22,631 No Subtotal Line E2 $ 125,500 ow ow Contingency 20 Percent $ 25,100 Line E2 Total $ 150,600 om rrr LINE E3 +m 39" R.C.P. 950 L.F. $ 116.00 $ 110,200 Manhole (Type 2) 2 EACH 2,138.00 4,276 ill Pavement Resurfacing 16,863 S.F. 1.50 25,294 1" Subtotal Line E3 $ 139,800 We Contingency 20 Percent $ 28,000 Po im Line E3 Total $ 167,800 Po ir f San Bernardino County FLOOD CONTROL DISTRICT oli iii COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, Iw* CONSULTING ENGINEERS, INC. PROJECT NO. 3 -3 E SERIES 1 IN P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE DRAWING NO. DEC 1986 COST ESTIMATE 2 of 5 r , . PR ir • l DESCRIPTION QUANTITY UNIT UNIT COST Po PRICE iir LINE E4 in iii 39" R.C.P. 1,850 L.F. $ 116.00 $ 214,600 Manhole (Type 2) 5 EACH 2,138.00 10,690 Pavement Resurfacing 32,838 S.F. 1.50 49,256 PP , Ill Subtotal Line E4 $ 274,500 Pm Contingency 20 Percent $ 54,900 ill Line E4 Total $ 329,400 LINE E5 39" R.C.P. 1,980 L.F. $ 116.00 $ 229,680 r Manhole (Type 2) 5 EACH 2,138.00 10,690 iiim Pavement Resurfacing 35,145 S.F. 1.50 52,718 .1. Subtotal Line E5 $ 293,100 ill Contingency 20 Percent $ 58.600 :: Line E5 Total $ 351,700 LINE E6 fm 39" R.C.P. 2,100 L.F. $ 116.00 $ 243,600 Manhole (Type 2) 6 EACH 2,138.00 12,828 Pavement Resurfacing 37,275 S.F. 1.50 55,910 I: Subtotal Line E6 $ 312,300 :: Contingency 20 Percent $ 62,500 Line E6 Total $ 374,800 r. 6 r iin i: i: . San Bernardino County FLOOD CONTROL DISTRICT C COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, PROJECT NO. CONSULTING ENGINEERS, INC. 3 -3 E SERIES P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE DRAWING NO. DEC 1986 COST ESTIMATE 3 of 5 lir iii ) DESCRIPTION QUANTITY UNIT UNIT COST Ii PRICE ii LINE E7 P. 39" R.C.P. 2,300 L.F. $ 108.00 $ 248,400 i Manhole (Type 2) 5 EACH 2,101.00 12,606 Pavement Resurfacing 40,825 S.F. 1.50 61,240 PP 6 Subtotal Line E7 $ 322,200 r ,, Contingency 20 Percent $ 64,400 I'" Line E7 Total $ 386,600 7 . LINE E8 Vr 39" R.C.P. 2,300 L.F. $ 116.00 $ 266,800 r Manhole (Type 2) 6 EACH 2,138.00 12,828 iiir Pavement Resurfacing 40,825 S.F. 1.50 61,240 • Subtotal Line E8 $ 340,900 imil Contingency 20 Percent $ 68,200 !r"'' Line E8 Total $ 409,100 LINE E9 illig 39" R.C.P. 2,300 L.F. $ 116.00 $ 266,800 Manhole (Type 2) 6 EACH 2,138.00 12,828 Pavement Resurfacing 40,825 S.F. 1.50 61,240 [ Subtotal Line E9 $ 340,900 ri"' Contingency 20 Percent $ 68,200 v Line E9 Total $ 409,100 A ICI Fp lig am San Bernardino County FLOOD CONTROL DISTRICT Irk iii COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, PROJECT NO. 3 - E SERIES CONSULTING ENGINEERS, INC. P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE DRAWING NO. DEC 1986 COST ESTIMATE 4 5 of Porn UNIT DESCRIPTION QUANTITY UNIT PRICE COST LINE El0 45" R.C.P. 2,300 L.F. 128.00 $ 294,400 Manhole (Type 2) 6 EACH 2,213.00 13,278 Pavement Resurfacing 44,275 S.F. 1.50 66,413 6 Subtotal Line El0 $ 374,100 Contingency 20 Percent 37,400 Line El0 Total $ 411,500 Total Line E Series $10,017,300 1 1 r 1 00* Pi 1 San Bernardino County FLOOD CONTROL DISTRICT COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, SERIES CONSULTING ENGINEERS, INC. PROJECT NO. 3 E P.O. BOX 7009. 250 N. MADISON AVE.. PASADENA. CA 91109-7009 DATE DRAWING NO. DEC 1986 COST ESTIMATE 5 of To w fie • = \ c -' ea , €' � 0 + yyTT 1 s y i 3 3!I ` e�;''61, mF\ rr r� 11 a � \ ' x e ! e, �_ ..r a • [ 4 4Oa'r '' t s0u " + m (- a REIMS , 4 .�.r •Y ' a it., - 44%.\ c— NEIL r . 1 I - II. L1 y y`Q a a- 100141.1 2s00w 2000 ISO u00. ■LC�,Ia a ..;nuw ' ue' NE ' x, .1r, _ 1 i ii a „... . M.... �.1 IF I � *•*iFlt�ttiE'✓•11 FY� I�A F 1Afi < U ®• i.46 <�i ci1 _I J 4.. M J r S w c Y 3 .ue �L u ... _ . ... 11111 i� -� _ 6 _I N , ,, •' - • IJ .•.. LIN! 0l s ' ...- , i , " 7 iiiiimmiwi =imp ,..,,,,, ,. . i -1 • ' .mvsi:il fd ( kor --till! go ill--" 1, f., : .1.- ,. -..- ii - pi 1 ___- , 4,,,g . 6 ' Forigi -- p . Ell rim- .mil . T , . . ., i ,i,,..._,i , r-7 eir- wacimr"Wi Ell'.,T e Z.;, , 1. . '! 1 i i. 1WM 1 3 IAN _O v� EIL _ F a 1 ' _ I 1� M I ! I �� I EI � �' y 13 [ AP ,.- i m I I � t @ �� I� 3 R I A O . � 1 tZ EB � � F , � AI _ .^:' • E 9 ®I I F _ c � �. ron „o,. rey. il ® ... � �� - t 7 �'" .I- . n ° y rm.. i•lusht F in rpm- , gg 3 0 , rril El . F ., 1.91i t ; V. 1 I 'mil ""H::: ill” iiirEti 1:4: 1 1 . It 1114 Ala I IMIL ., ; --" - . ' 11.1 TWELVIIIIIIIIMP '''-i l ir it; k - H "'-' .-- , t'r= f' 1� �iiv- .M. iii W _ L�s °- ��: u E r IFIE iw Imo. q . - $ w. o 9 'i -+ n. Si awl rem Ill W ili:" c' 661i ' . E 1 " ._ ,,,, : , _ MG ,, warm 0 IIIMMIZINIM111111112- :N. t .... 4 k I ? ®ram �•' iT Iin Si , G,xn Aci� . i •, 'I hrC.. INDEX TO F SERIES PLAN DRAWINGS MI Ili - , „. gg. .g . t „ a g„.ia „ ...- --- * 4; •1! - ge,“~.,,,,0 0,,,,.,..:: th , .,. , 00* . * :.1 ,,- 1074 1'. 3 . , ,,.. • -... . . . ..„, • ::. ,., : „. Pt''' - ' ,,'',.. g * ..0..,.9. ..... ., 0 / v? f 4:4 kl I Le- :m_ver 4-1. to ,,,,. 6 4 4 • . ,.: vol #- ,-. -- - - ' " -' '•:."' J i : 11 ' . : = • ,. 4 . o . . P ...0 i' , , . ' -, , ig: Lli :.' 6, 63 I o i : x z n i .1 ,' . .. ,., .. , ,, ...:„.: ,.;:;...: ':, r: ..). "? p ,.,•4 > i3:ti • "-z.-- "I _ • . / ..:. ../ • - , . • • . 7.::,-...,-:.,-. f.;14):,'... ',...."---- 4 K 7 ....„seggrae•••-•-... , :•... • ice .-; p - 0 -. p. ,,,,, i • . •.,.. 4PII . 'i " - .? f5 : iiiik t"'"•` • ', 4 ,' g, , . - ', • • ::: 7'.' 1g : 44! . ,. „.,..g . . . • : 4.k : ri. 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L Lii ro < uj L W < W < W < W > Z Z Z — uj Z I— Z —J Z < w zi 7j co _.1 —J n w z z gx w z in o ■s• ', - 3 2 0 0 5 < 0 --I 0 03 0 • co 4 0 + 0 CV + 0 Tl 4 o + in cv co ci) cv in (0 r- 0) 1-- PI Li S 00023 0,0015 0.0015 0.0015 0.0015 0.0015 0.0015 0.0015 0100 900 1234 1234 1107 ........_ „....... _ . . , 1107 981 981 ... „ . • 849 L 60 1260 60 1260 60 1260 60 1260 ' 1 , .. lio TYPE RCB TCC RCB TCC RCB TCC* RCB TCC tiii . SIZE 2-9x6 12x8.5 10 5 12x8.5 1 12x80 jp 02x-7 12 x7.5 _......,,_-.......--..........,_ _ ..---...._.- „ ...--__ ... .........--,_-_________„.,..... r tit * Z = 1.5 re ' IN San Bernardino County FLOOD CONTROL DISTRICT 0. Iii COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, J 3 CONSULTING ENGINEERS, INC. PROJECT NO. P.O. • BOX 7009, 250 N. MADISON AVE., PASADENA. CA 91109-7009 DATE HORIZ. 1 1000' DRAWING NO. 12 VERT. 1' =40' 2 of 3 C , . PI IPP" 100 110 120 130 140 150 160 illif Plit ; , , 1 . . . 1 1260 kg ..i... ••• , 1 1 , .... .4..., ..;::: '■ ""'" PR 12401— go i -1- , t , , •1 , i 1 : . , 1 Po 1220 - - '-- . ; 1 ist : tit pi co O z Li i is • < > cv u.1 cc a ui > a z 7 w z > < < a 0 0 Iii 7.1 CC z Z E . Fi- 1– z I z 0 < < 2 cc _ ... < V) CL W < 1— I Ow Z Z — —1 0 0 Z 0 IN CO 0 q 0 — 00 0 CC + 4 4 —A CC in co cv < o 1 co T T T r ems / - — s ' 0,0023 0.003 0.003 0.003 A C 1001 849 693 693 535 i L - 1260 60 1260 Pt . . ... TYPE RCB TC C * RCB TC C * iss SIZE L15_ 12 x6.5 1 4 x 5 12x6.0 . .j. IP. * Z = 1.5 Pm San Bernardino County FLOOD CONTROL DISTRICT pit 4 .1.1 COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, fis CONSULTING ENGINEERS, INC. PROJECT NO. 3 P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE DRAWING NO. NORM 1 = 1000' r 12 VERT. 1 = 40' 3 of 3 ili Om s bit !111 0 10 20 30 kw } r S . ` .. 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MADISON AVE., PASADENA, CA 91109 -7009 DATE HORI2. l = 1000' DRAWING NO. 12 - 86 VERT. 1' = 40' 1 of 1 I �r I".• x IIr , 0 10 20 30 . 1300 fir E 1280 ° 1 1260 i a 1240 .. _ .. �.... �..... ._. �.., ,a�._.__.._ -,�,_....u..,._ . �..._ �.._._;� �.... . : a. „ . . , , . , , . ,, ,...... . , . . r'" m a. 0 ip ' u. t u1 J u. IJ Li a 11. a Z O zz r '' Q a D PI bit p 0 0 C7 0 + + + co hit 0 co N f ,. S 4 0.015 0.016 it 0 10 ( , 148 96 L' 1300 1500 4 tor TYPE; RCP RCP SIZE! 48 39 ki illi San Bernardino County FLOOD CONTROL DISTRICT f limo COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, 00 CONSULTING ENGINEERS, INC. PROJECT NO. 3 — 3F3 iiii P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. 1' = 1000' DRAWING NO. k 12 -86 VERT. 1° =40' 1 of 1 11r F P 11 0 11. 0 10 20 f pm f t ,t , 44. , -„,. i . -awl t I I i --i I , Pil : . i AP I . ..r._ 1 4 1 1 i I 1280 -- ......—. i 1 , is { - j 1 Pm 1260 , .....- • , I . . z ---t- ---,- .. i ....±, 1240 _ ......,....... ,,,,,,,..,.... _....___. _ ,....4..., ) ...,.__...t;-4..4...„..„,4 ..4—....,....._±, .........._......„_,........_,............4,_ _ rk I ; ler i t i 1 ..----_,.....—____...:,--,...-1.--_—_—..... , P• LL. uj Ps W < CO — I— —I 0 -1 E Pm Pm 8 8 Opt 0 co Pm S 0.016 .. „„......._ _ ... _..„..._....._.... „ .._.. _.. „.. . .„ ......„ .... ..„. „ ..„„ ...„ . „. . tar' C 10. 99 i L 1300 60 TYPE RCP ' SIZE 39` ___---. ... . ... .. .......______ ..,........,„,___.—,..„ ........__ _ ......-e Pm Ps , San Bernardino County in FLOOD CONTROL DISTRICT pi COMPREHENSIVE STORM DRAIN PLAN is JAMES M. MONTGOMERY, pm CONSULTING ENGINEERS, INC. PROJECT NO. 3 — 3 F4 P.O. BOX 7009. 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. 1' = 1000' DRAWING NO. 12-86 = pm VERT. 1 40' 1 of 1 f , kr 0 1114 0 . -- --r.- 10 20 ...... T ___ 4 ,, „.... , 1 , ._,___, , r---..-„____„-_- 1 , , ____±...... 1 i 1 F -1"-"* ' 1 I i I ! - -- .1 .-1. , -1 i i 1 — " -- - ' '-' ! ■ ! ! i 1 i i 1 1 i --- - , r aie i 1 I i i I , Pi 1260 •-- .. . . ... . t : , ....••• i , Lir 1 r . .......... i : , i 1240 NI i 1 . -,---- - "; ' 1 t - i - ;, . i i-- - ..--__—_ -- mi...,wasen.x.,...n..... =raw. ; loarnwameor:40..we, .4„■■■.* , eotN.ot...8;4e.-.-.....aunny.3 r L u_ u; C Lu > z u _ < 0 z 1- --4. hi -J < E lir o o 0 0 r + + Li 0 CO ....• r s; 0.015 .. „ „...... _ „ . " 1 Lig 010[. 120 L I 1300 lot TYPE RCP , _ .... . .„ ... , .„ .. .. . . .„ .. . . .... . . WEI 45" . .1 r r . 6 San Bernardino County FLOOD CONTROL DISTRICT COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, CONSULTING ENGINEERS, INC. PROJECT NO. 3 - 3F5 C P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HOR12. l = 1000r DRAWING NO. r , 12-86 VERT. 1' = 40' 1 of 1 is. r iW pm L 0 10 20 i i E } i C , i 1 , I 1 I < i C ! P ( = 3 r ( { € 1260 ,_. ........�__ _.__ . i r i i j ` t Iii 1 240 - -___ . _ .. -._ a__. ,' ; r . ._._.. . r 1 i r i ii. 1220 _. { { S r r 3 1 i j I 9 f ill la I WI u. Ui > Z Q ¢Z J O a CC E 0 1° 0 + + N O S 0.014 �.. �,� ��,......�. _..�...�,.._......�. ...... Q 10I 130 L 1250 TYPE F RCP SIZE 45" Pil iiii eliii San Bernardino County FLOOD CONTROL DISTRICT COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, CONSULTING ENGINEERS, INC. PROJECT NO. 3 P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE 1 = DRAWING NO. HORI2. 1 - 1000 C . 12 - 86 VERT. 1 40` 1 of 1 PI fl , A aw 0 10 20 t t i i ( t Ili cm iii _ l it 1260 I 4 ilia 1 240 b 1220 _ , t U. > w a i" a Z Q o Fc • o 0 t 0 0 o .- S [ 0016 3 is Q 10 108 L ; 1100 be TYPE a RCP SIZE 3 • Pm W f" be San Bernardino County Ii FLOOD CONTROL DISTRICT ill COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, Pm CONSULTING ENGINEERS, INC. PROJECT NO. 3 r P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. 1 = 1000' DRAWING NO. r. 12 - VERT. 1' = 40` 1 of 1 ii.. r bII , um 6 .,..._ 10 ._ �_...� 20 i . 6 { 1 �� . a.W.. ,;, . ,,.��w. »,......., _,, # ,....,, �_...... d., i ...,. _,. ___ . i _. _... ...._.._ .__, _.._.._ a_.... _._.... ...r.. ._. ... .. ... .... ......>. .,_, _. ..,� , f 1260 1 i i s fri 1240 r.........__ T. _.._ .. •; • i .,..._..... -- 1220 ..�_ .___ ._. _ . _., ..... �_ .. «. ._. _.. .._�. T_ .,...-.,.® w» e.«. �..»-.«,. t....._...«_...«,.,.... a. w..,-.., m.«,....-..._.., x..,.......-,.» 4....,. w .+........a.....,a..r- ..,,..... «......,.w , - «.. ......... ... .., . „..,— .,- ...-- w r ... .... ....... ....�.a L r 11.. ui ilig W Q r H J O Q Z Q O a L r 0 0 0 6 + T 0 r S , 0.016 Q10 ._... __.. . . .. .. . .. L € 1100 ii TYPE _... _.. . RCP SIZE i 39” - --- ..._._.......... —., ._... it San Bernardino County it FLOOD CONTROL DISTRICT COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, r CONSULTING ENGINEERS, INC. PROJECT NO. 3 - 3F8 - 6 P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. 1' = 1000' DRAWING NO. r 12 - 86 VERT. 1' =40' 1 of 1 Ilse' ri fil 0 10 20 1 i . I _ t i , .. ..._ ....._ I , ,,,....._ ........ i Pio t '1 1 , . i r il l 1260 ---- i „..._-,,,.....— . ..... . . . . „ ., .. . ....... _ —--H— „ air i -4• i -i--- ; • i;-; i 1 --i i I 1- r t ,loii0.001 4 ! i - I - - .t. i ; 1 „ l og ! i I 1 1220 . - di. .i ....._„...4...........*,......._____ ,.....j...._—_.t....,...,,....._....4,....,_..,....F........_„..,...;....—.....4 1 1 1 ---n - . . -..,., ,.....-,..44--.,.........„ ,.,.4 ,,. , 1,.....,...„..,..,-.4- .-.........-. ........4.4.,..4.4...s......,..............4 .4,4* P Li r > 0 3 I- _J 0 a 1- z —1 0 r < r 0 0 0 o .... S 0.018 98 ! L. 1100 r iii TYPE I-- RCP SIZE L Ir r ' ill San Bernardino County FLOOD CONTROL DISTRICT 61 COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, r CONSULTING ENGINEERS, INC. PROJECT NO. 3 - 3F9 hi P.O. BOX 7009, 250 N. MADISON. AVE., PASADENA, CA 91109-7009 DATE HOR12. 1 = 1000` DRAWING NO. 12 VERT. la = 40' 1 of 1 r , , Li r 1 , PI 0 10 20 30 40 50 „.. „.._ , _ wnntartem.seamm.nerreamor,....T. , ,,dmansr*Refti i 1 1 - '1 . , i 1 , 1 . , ; . 1 . ._,..., . 4_,..4,....,___,_.. t ..4 f ; , i i ii ' ' - ' I t I i t ! ) _ 1 : .... i t t i 1I ' _ 4- t" f -1.- 1 ! i 1 , i 1 ! 1220 ---- — -- .- , - i 0.0 • I , H . __,,,,1 i 1200 ! ___,. ._,J„_. . 1— 0.4— _...,i_i...I [ CC Z M (7 I- C < • CO L''i (..) CC -I < �-J . j W E CC CC Ill CC 2 III Z Z 0 -05 Z . Z uj 0 0 ""3 > a U. 0 0 o + ....- 4- nt -.` 0 S 0.016 [ 0 100 456 L 1400 I C TYPE RCP „ SIZE N San Bernardino County FLOOD CONTROL DISTRICT COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, CONSULTING ENGINEERS, INC. PROJECT NO. 3 P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE NORM 1' = 1000' DRAWING NO. 12-86 VERT. 1' = 40' 1 of 1 4 DESCRIPTION QUANTITY UNIT UNIT COST pm PRICE ii r LINE F Imo 12' X 7.5' T.C.C. 1,295 L.F. $ 260.00 $ 336,700 Transition 25 L.F. 520.00 13,000 r 2 - 9' X 6' R.C.B. 60 L.F. 700.00 42,000 ly Transition 30 L.F. 490.00 14,700 pm 12' X 7' T.C.C. 1,230 L.F. 245.00 301,400 2 - 9' X 6' R.C.B. 60 L.F. 700.00 42,000 Transition 30 L.F. 490.00 14,700 On 12' X 7' T.C.C. 1,230 L.F. 245.00 301,400 *a 2 - 9' X 6' R.C.B. 60 L.F. 700.00 42,000 Transition 30 L.F. 490.00 14,700 ill 12' X 7' T.C.C. 1,230 L.F. 245.00 301,400 2 - 9' X 6' R.C.B. 60 L.F. 700.00 42,000 110 Transition 40 L.F. 580.00 23,200 Mm ® 12' X 8.5' T.C.C. 1,220 L.F. 290.00 353,800 2 - 10' X 7.5' R.C.B. 60 L.F. 820.00 49,200 r- Transition 40 L.F. 580.00 23,200 itio 12' X 8.5' T.C.C. 1,220 L.F. 290.00 353,800 2 - 10' X 7' R.C.B. 60 L.F. 795.00 47,700 Transition 30 L.F. 550.00 16,500 12' X 8' T.C.C. 1,230 L.F. 275.00 338,300 r" ,. 2 - 10' X 6.5' R.C.B. 60 L.F. 770.00 46,200 w ill Transition 40 L.F. 520.00 20,800 :: 12' X 7.5' T.C.C. 1,220 L.F. 260.00 317,200 2 - 9' X 6' R.C.B. 60 L.F. 700.00 42,000 Transition 35 L.F. 440.00 15,400 lim 12' X 6.5' T.C.C. 1,225 L.F. 230.00 281,800 14' X 5' R.C.B. 60 L.F. 470.00 28,200 Transition 10 L.F. 440.00 4,400 r 12' X 6' T.C.C. 1,250 L.F. 220.00 275,000 tfai Subtotal Line F $ 3,702,700 km Contingency 20 Percent $ 740,500 Total for Line F $ 4,443,200 C ' San Bernardino County FLOOD CONTROL DISTRICT COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY PROJECT NO. 3 - F SERIES CONSULTING ENGINEERS, INC. P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109 -7009 DATE DRAWING NO. DEC 1986 COST ESTIMATE 1 5 of C / . : - k DESCRIPTION QUANTITY UNIT UNIT COST OPI PRICE Ir LINE F1 39" R.C.P. 1,350 L.F. $ 116.00 $ 156,600 err 36" R.C.P. 1,500 L.F. 108.00 162,000 Manhole (Type 2) 3 EACH 2,138.00 6,414 " Manhole (Type 2) 1 EACH 2,138.00 2,138 iim Manhole (Type 2) 4 EACH 2,101.00 8,404 1111 Pavement Resurfacing 49,463 S.F. 1.50 74,194 ilim Subtotal Line F1 $ 409,800 r^ Contingency 20 Percent $ 82,000 iim Total Line F1 $ 491,800 t: LINE F2 39" R.C.P. 1,500 L.F. $ 116.00 $ 174,000 r 48" R.C.P. 1,400 L.F. $ 135.00 $ 189,000 6 Manhole (Type 2) 4 EACH 2,138.00 8,552 Manhole (Type 2) 5 EACH 2,340.00 11,700 r ,,, Manhole (Type 2) 1 EACH 2,230.00 2,230 Pavement Resurfacing 54,625 S.F. 1.50 81,900 [mo Subtotal Line F2 $ 467,400 Contingency 20 Percent $ 93,500 Total Line F2 $ 560,900 r •r ri PR tit C , San Bernardino County FLOOD CONTROL DISTRICT il iiii COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, PROJECT NO. 3 - F SERIES CONSULTING ENGINEERS, INC. P.O. BOX 7009, 250 N. MADISON AVE., PASADENA. CA 91109 -7009 DATE DRAWING NO. DEC 1986 COST ESTIMATE 2 of 5 C z C *- 4 DESCRIPTION QUANTITY UNIT UNIT COST PRICE LINE F3 A 48" R.C.P. 1,300 L.F. $ 135.00 $ 175,000 39" R.C.P. 1,500 L.F. 116.00 174,000 Manhole (Type 2) 2 EACH 2,286.00 4,572 '" Manhole (Type 2) 1 EACH 2,176.00 2,176 iim Manhole (Type 2) 4 EACH 2,138.00 8,552 Pavement Resurfacing 53,625 S.F. 1.50 78,938 Subtotal Line F3 $ 443,200 I: Contingency 20 Percent $ 88,600 Total Line F3 $ 531,800 1: LINE F4 39" R.C.P. 1,300 L.F. $ 116.00 $ 150,800 ri Manhole (Type 2) 3 EACH 2,138.00 6,414 Pavement Resurfacing 23,075 S.F. 1.50 34,613 Subtotal Line F4 $ 191,800 Contingency 20 Percent $ 38,400 I: Total Line F4 $ 230,200 LINE F5 r i 45 R.C.P. 1,300 L.F. $ 128.00 $ 166,600 Manhole (Type 2) 3 EACH 2,213.00 6,639 r m Pavement Resurfacing 25,025 S.F. 1.50 37,538 Subtotal Line F5 $ 210,800 Contingency 20 Percent $ 42,200 Total Line F5 $ 253,000 1: 1: San Bernardino County FLOOD CONTROL DISTRICT COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY PROJECT NO. 3 - F SERIES CONSULTING ENGINEERS, INC. P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE DRAWING NO. DEC 1986 COST ESTIMATE 3 of 5 E / . 1 DESCRIPTION QUANTITY UNIT UNIT COST fw ICE O LINE F6 li 45" R.C.P. 1,250 L.F. $ 128.00 $ 160,000 ifig Manhole (Type 2) 3 EACH 2,213.00 6,639 Pavement Resurfacing 24,063 S.F. 1.50 36,094 r ir Subtotal Line F6 $ 202,700 pm Contingency 20 Percent $ 40,500 1 ' 6 Total Line F6 $ 243,200 Pm LINE F7 z 42" R.C.P. 1,100 L.F. $ 123.00 $ 135,300 P. Manhole (Type 2) 3 EACH 2,138.00 6,414 iim Pavement Resurfacing 20,350 S.F. 1.50 30,525 Subtotal Line F7 $ 172,200 r im hi Contingency 20 Percent $ 34,400 '" Total Line F7 $ 206,600 hp LINE F8 W 39" R.C.P. 1,100 L.F. $ 116.00 $ 127,600 Manhole (Type 2) 3 EACH 2,138.00 6,414 Pavement Resurfacing 19,525 S.F. 1.50 29,288 rill iiii Subtotal Line F8 $ 163,300 Contingency 20 Percent $ 32,700 Total Line F8 $ 196,000 r 1 II 6 San Bernardino County FLOOD CONTROL DISTRICT PR COMPREHENSIVE STORM DRAIN PLAN ill JAMES M. MONTGOMERY, PROJECT NO. 3 - F SERIES 1 CONSULTING ENGINEERS, INC. . iii P.O. BOX 7009. 250 N. MADISON AVE.. PASADENA. CA 91109-7009 DATE DRAWING NO. DEC 1986 COST ESTIMATE 4 of 5 I* W 1: , DESCRIPTION QUANTITY UNIT UNIT COST 1: PRICE LINE F9 1: 39" R.C.P. 1,100 L.F. $ 116.00 $ 127,600 Manhole (Type 2) 3 EACH 2,138.00 6,639 Pavement Resurfacing 19,525 S.F. 1.50 29,288 I: Subtotal Line F9 $ 163,500 1: Contingency 20 Percent $ 32,700 Total Line F9 $ 196,200 :3 LINE F10 72" R.C.P. 1,400 L.F. $ 199.00 $ 278,600 I: Manhole (Type 2) 3 EACH 3,005.00 9,015 Pavement Resurfacing 13,300 S.F. 1.50 19,950 Diversion Structure 1 EACH 100,000.00 100,000 1: Subtotal Line F10 $ 407,600 Contingency 20 Percent $ 81,500 I Total Line F10 $ 489,100 I: Total Line F Series $7,842,000 1: 1: I: I: I: 1: San Bernardino County FLOOD CONTROL DISTRICT E COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, PROJECT NO. 3 - F SERIES CONSULTING ENGINEERS, INC. P.O. BOX 7009. 250 N. MADISON AVE.. PASADENA. CA 91109 -7009 DATE DRAWING NO. DEC 1986 COST ESTIMATE 5 5 of E , - T T. - C° s\ i'4. .F' . • IF t Orlon n.n.nn ,-,' \- et ' P - ‘4 14 / ; " ''. 1 ,,,, " Nit ,.,,, ,,,,, �nas, 2500 0'.'. • .� 1. £ ` � ,, ., PM pl Farr 215 a ; -, t ^ A! ST.�VA i - � lam Jr t 1. ,� T !'A ' ° ' � • 9 N. 25000 20000 15000 2100 , g i m 1, - 500 10009 e illikikoll t IN ,,, i ,,,, Ilim,-....,,,rrilE .. PM ;6. ', i';., i ,-..], ,„,„,„ re tripMe MI 4211 , if] taw .� �E ��I -� r ti ItIA An M � life d 6 I �� -B e :: 32` ��b ° ql.111 ML y Y , n � H ' �n7lnc¢iu °' ,x „a • / - . ieX i. II PIIIIIMilli% MUM ni 0 MEW. PI t -, MEM '''' i i"::I=Paiitiffri rilifilam ”" ,,:.„:: , ,-!ii ." ' pi I 4 -�-- I ,1ll� °® ■ I ii vrepai Rim r u i fi ni - IIIIIMM1.111 irlirwum Iffsreg 11°Er L , leg um irlE ':51 j .. . � RIA TO "1 � w S' 9s n l t a . . {fi I E i ���� � , fl1 VI 1 1 FH A , r 1% Far i�� "�"' 1 , r.= I�N.plu ' /� ai m ' s... }� " s �� ail ; �' 21' ` . 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' '' ' ', a , $ 3 , 4 ,,, w ii Fon.vema „ ..',,...„-s . , . . £ ':i• ( * - :;;:'„:::',;:sz , =• - -:*4 , 741 - EsfIntsfiwk .'.,, sr'''',',1,77 * ** :.•)° : 4. * * * ii :1 . ,, CC * - * , 4 * /- *, : .. :- " 4 I "*S. s - - , .., ----'""°-----,,-„,, ,,,,,: ,„ ,,,,,_„4„ „„..,,,,,,, ___,,"”; 4* ' - jlf !t • i r il *. • . ■.,-- • 33 - - --' ''4 -.;-'....;.• s,'0* • .s Sgele:; ---ij '. . • 4 *041 • tt 1 ii : P t . .. „ . , 1 .. '> c . ow ;f 3 . r ..-..... >5 " .". ": • a 0 • '! c.'-' c? *s ': 4: illi t, A 4. 0 • • . "'"' - ...., - ..,::,:r., t , { ---- - „->3434 : 4.: i : „,9444/tr if 04, US 00***%:00 I la ; 1;'' ' . ',;4'..-00•00-;.;" .... . .. • Pi N:7-"": a . ... ... ...- .A ...- ff V° . 1: 1 90ff 102 ... . . . 72m 0 ,„. : /i9s . ,. . , ma so a a .:, : rriettcw RANDALL (.. AVE. : .•tt 44 I woo * V : : : a a . 0 0, • .: ' '-`..vt £, MR / 1% M 04 -0 * -ee-4'..-. I 0 0 *#08000e e 0 0 . . -4 '. - 4 I: Ie • ;,:e.ezt,e;; t•a!:; .. „ .. . . 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MONTGOMERY, CONSULTING ENGINEERS, INC. PROJECT NO. 3-3 G SERIES Prn• P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA. 91109-7009 DATE DRAWING NO 12-86 1"=1000' 1 of 3 Mal Ilaso - - . . .... , • • •• 4 .;, :,?, , ,-, . 0 0r A : . - A , „ , .0- ::.,..f.: : .:- :: :: : A a a. A, . , , ,ra.* : " ,,,," " , ',; .' ''''' ' ,,.. ' .. ''' ,, :a .'. ?-• , :: , , ,, ." ' • : .. . • w - ,-: „, ,, .,- „ „ --„• , .. ... Lti : . P m .. • :: ..„ - :. :: > :`.; i -,- 4 ;.•," ','„, > • .. - -, 4 4 < : . its .1 " "•—• - • ' ' . - ' ' — - - - • . UJ , , <4 „. . . . -- • :-, - . -, -,„ „„:,,:-* . .. - ,. • . ..-- Oil 111.1.M. 01.11111.11. .1.111111.11111111.1t MM. NMI "NU NM 111.111M04.1.1.11.111111 01 r IIMMIMMIll i, , .., ., , - • : , . : II < ' LIJ. • . CI • . . . . Pm : ;,, : , : . „ - A -: ! ; ' ' . ' '" '" . " ' , - - • CE . • . . • - . . . • z II - , ill 61 , . , . 1 111 . . . . 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PROJECT NO. 3-3 G SERIES Pl' ii• P.O. BOX 7009, 250 N MADISON AVE., PASADENA, CA. 91109-7009 DATE DRAWING NO. 12-86 1"= 1000 ' 2 of 3 um . Pi ilia r .. ,/ 1 ' Pm .. . 1 4:ID i mERRitt-Ay. . op. 1 111. , , : , , .,,,-- „se 9:::: - r. a ., .9 : 9 , , ., . 90. • . , "1" "" r H. . 2, :: ... 4 •,„ , ,,,, '.: . ,% - • 0 . : ,, II / .. , .„- , •#: .1 .„ -..,;. ,, :,,.. „ :, „, , #4.: MEIN am UJ ' > iis ..-- < " < : , I 1 1.1 ,:: : : :. 1 e. sal H , 0 : , . 0 CC ,- CC ' ' : 1 ,- • III 1,.. , ' " Ms U) I / * +4 lir , '' "I■ ,`I. , ' • is.' 'er„' ' , 1 re t,„ ,:,..: ,, is ,, P : , I , t) ... 4. ' ''' . • :a,.i £1' 21, ' RANDALL. DRAIN RANDALL, AYE. 1 „; .. „ sis • iiitiffilwou ii. ism Is ill wit. xi iii prialimillirin nu oll .'' .‘,. ‘, ,:::::::,: :.? ff , ,, II ,, , ,:,„ ,. :>?: r . „ „,,, ,,, ,. . 0.. ::,.?:........;„„,..., .. s.,•...? i 4422 4 x, 2: . V ;V ..:4 K • . . 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' - PROPOSED UNDERGROUND DRAIN Pi • PROPOSED CHANNEL - ,.... ,„ '''" in MI PROPOSED BASIN 2 22,••• : aP z : 4 z , NNENN EXISTING DRAIN ..'':., -yew: Pm IIIM•••Ill• DRAIN SHOWN ELSEWHERE San Bernardino County is NE BASIN SHOWN ELSEWHERE FLOOD CONTROL DISTRICT fliN COMPREHENSIVE STORM DRAIN PLAN all JAMES M. MONTGOMERY, CONSULTING ENGINEERS, INC. PROJECT NO. 3-3 G SERIES illa "I P.O. BOX 7009, 250 N MADISON AVE., PASADENA, CA. 91109-7009 DATE DRAWING NO. 12-86 1"1=1000' 3 of 3 01. 4" 1st Ps i , Po 0 10 20 30 40 50 iii E ` W kj __._ — _ i.- ii. 1 1 I 1 r , i ) l A .. Irr 1 140 , -.. I [ f 1 S , z • E l :::: - ___....�___ __.__ _ _ . 1__. -. • r. I ' x z L 2 iIL CO tor 1R W < j W ir• Q Z Q Q V -) ] CO _ J Z U 0 `r J O V J A err 0 o 0 eA 0 + + N ill, 0 CO ?,, S 0.005 i Q2Q25 1011 L 3200 i TYPE RCP SIZE 1 14' we II int San Bernardino County FLOOD CONTROL DISTRICT PR COMPREHENSIVE STORM DRAIN PLAN ei JAMES M. MONTGOMERY, Pe CONSULTING ENGINEERS, INC. PROJECT NO. 3 - 3G Iii. P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. 1' = 1000' DRAWING NO. Pi., 12 - 86 VERT. 1' = 40' 1 of 4 NM f L I il 30 40 50 60 70 80 90 air i 1180 s _. - " - Pm R io:000••••,oiol i Ilia 1 160 ' ........ P it 1140 - -. it 1120 . 1100 !l"' m m m 0 0 fir oCI 05 CI. a ui it u i u] < > > a : u j Q Q J st CC Q W O LIJ 03 C7 O Z Q * U m J Z I— 0= 0 J Q lbw O J CC U O Z = O O O O !P"" + + t cv in lr CO CG S 0.004 0.015 irr 0 25; 868 817 L i 3300 2640 by; TYPE' RCP RCP SIZE ... _ ...___ 114A . 90 ow is San Bernardino County FLOOD CONTROL DISTRICT tor COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY PROJECT NO. 3 -3G Pi CONSULTING ENGINEERS, INC. the P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109 -7009 DATE HORIZ. 1 = 1000' DRAWING NO. P"' 12 -86 VERT. 1' = 40' 2 of 4 L L 0 11. II" 90 100 110 120 130 140 150 ire , . . . Po ' , . . . . . . : . . , , . . ' . : Pft 1200 ; — . . „ . . , , . • • .. . , . . , , • . t - i • 6w i — ._..... — — A A • 1180 ' • • - ,— --'" A - ' irnliilliNilNIIIIIMA IIII .. . i A , . . ' PM 03 03 C5 0 iiit 0 0 a. ' Lo Tr Ili 0 u i co int < < LLI 11.1 —I Z Z CC — —J Z LLI ••-• I— Z 0 —1 LLI . 7 . 1 1.11 —I 0 Z r a a — <, 5 a 0 L.' z a m g 0 a , v.-2 CC ri tie 0 0 o o 0 •:4- cc) co o co r. + + + + + 1 V' N. ill 0 1... NI. 1 V' .• S '', 0.0023 0.0023 0.0015 0.0015 PPR L ilo , 25! 773 670 567 464 .; L 1320 1320 1320 1320 . , TYPE C RCP RCP RCP RCP SIZE "; 120 120 120 108 Po ill Pil , San Bernardino County like FLOOD CONTROL DISTRICT COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, CONSULTING ENGINEERS, INC. PROJECT NO. 3 PI" a P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. l = 1000' DRAWING NO. 12-86 VERT. l = 40' 3 of 4 , i bog Pi 2 ell 100 150 160 170 180 190 200 Or i 4 q a Ii I� 'y�.aw >.w. r. w.wau .F. aaw.,wrm<,ws....P -, x w• >e.e.s w.av u....... , v.<. m .. .. .:�....n.r -n a.., ro -..., .. -. _ „,.. >... .e .+d-.^ na> . ., .4 .. sm r,"� low 8 1200 & «...._...,._...._._.. _._h,_ ,, .. ,s -._. ... ; .._. w i y ♦ A • lie A a+ o..... eyraw. ov.,_. yr >vw—u.,.v.,a- o,sre>..+.m.w. .nm.......,+,w - .:-„ -, w.. -..... w - --.. _.,i -r. ..... -n, n -._a., . . >... - ,w,,, - -... ,,.,» .r.,., ..- .u.,..,......,...,. «.,.,.j PPE W 'R N CI � �J c..9 Z w Z w Z z A J Q J J J w Z z Z Z �”' < Z O 1- O �O CC E w Q r . 2 w Q !rt a sc a > w 0 US r Z 6' (V at (0 2 + + + !s". et o lir T- 1 S 0.0015 0.0015 0.0011 1 r 25 361 258 113 i L 1320 1320 2640 'E RCP RCP RCP SIZE 102' .....,_,.. 90' 72, �_..... ,.w.,n . OP 6 On I� San Bernardino County FLOOD CONTROL DISTRICT PR COMPREHENSIVE STORM DRAIN PLAN iii JAMES M. MONTGOMERY, . CONSULTING ENGINEERS. INC. PROJECT NO. 3 - 3G i's 1111 P.O. BOX 7009. 250 N. MADISON AVE., PASADENA, CA 91109 -7009 DATE HORIZ. 1' = 1000' DRAWING NO. r 12 -86 VERT. 1' = 40' 4 of 4 A err pme 0 10 20 6 . , o is > 1220 • iii 1200 ._....._.____......._ , t 6 1180 '�- .__._, __ ............. ' _. ..._ _.... . ...,..... ___ ..... ._._.. .._ -- pm bid ui k. a W J Z a J tom 0 Z a o CC F"' Ow 0 0 0 A + + 1r 0 'it T S 0.014 s I•" _ _..... _ _ ._. -' -- Irlr 0 10 94 L• 1400 t TYPE ®_ _.. _ _ RCP 1 iro SIZE 42" 0. its bit San Bernardino County FLOOD CONTROL DISTRICT re he COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, r CONSULTING ENGINEERS, INC. PROJECT NO. 3 — 3G1 liar P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109 -7009 DATE HORIZ. 1' = 1000` DRAWING NO. f ,,, 12 -86 VERT. 1' = 40` 1 of 1 ir. rim ire I^ 0 10 20 s i iiii 1 t t ---1 i d I 1 1220. ___...._ _ _ . _...__. .._. _ _ ._._ — -- __...__ ,_..__ - .._ _. ......_ _.._ .._,.. .._ . + 1200 r _______ _ ._.____. _. .--- _._.._. .__.__..._. f - I t 1 �rf 1180 t t = 1 3 ' } , PI III . it > ui 0 0) Q W 0) III ....1 Z D J 0 "' O Z - 5 m _ r — _ ce 6. O O 0 fi r, + + it O I- r S 0.014 it 0 85 L 1400 iir TYPE RCP SIZE 39' PP Elm III be San Bernardino County FLOOD CONTROL DISTRICT PI Ili COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, * CONSULTING ENGINEERS, INC. PROJECT NO. 3 - 3G2 IV P.O. BOX 7009. 250 N. MADISON AVE.. PASADENA, CA 91109-7009 DATE • = DRAWING NO. HOR12. 1 1000 I. 12 - 86 VERT. 1' =40' 1 01 1 I Pim r Illy ' I^ 0 10 20 iiii w _ I� 1 ill 1 ? f E r , 6. wr- ..aw+nne_,,..,nc+vm. w,ww.....¢.. •.v ,ek•..w..o.- ..- ,o,..- e.....�- -- "--- w, -anrr c, wu ` ' ..... r , 1220 b _ 1 A I. / . 4 1200 o low --- ^ ^-- ___ ...__. ^_ ;_ _ .. ^._._....._..._._ _ , 1180 r ..�,.. _ �..m .„. = _ _ .> ._..... - -.j# _ .w —.. .- _ ..aon...., —..; .... ,.... t— .,....--.1._' n« .w+.x..r —... .„..®j... ...- -- ..,...,...n .. .;.,..+ » .., .._e, »... ,_ «..._av1„...w« .......a.$ Pil ibt rill W > c H IYn Q W 0 ,..1 Z CD J 0 CI Z CD Z m Q O CC 1 A 7 he 0 0 0 0 I'" + firi o d' S 0.015 fi Q 101, 83 Le 1400 i lir TYPE - RCP SIZE 39" t II iii San Bernardino County FLOOD CONTROL DISTRICT I" r COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, r" CONSULTING ENGINEERS, INC. PROJECT NO. 3 — 3G3 it P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. 1' = 1000' DRAWING NO. r 12 - 86 VERT. 1' = 40' 1 of 1 ilia 0 10 20 I. C b t it i S , >., I S P. ° .; .. } r ,, —.,�,_.�._,.._,.m.. —_._�...._ .- _,,....,,.... ' - --- '.._.. __ — - -.5 ., ...n . .. ... w. , 4 .-. �. A ill > (9 a CO /» J W CO J Z D ir Q J U Z Z m Pm c O = W 0 0 1"" o 0 + + ilea o V ' T —»uwmmvmw.w- ...+..,... e.«.+.,.....- .».®...w _,»- rill S 0.014 iii Q 10 73 L 1 1400 Ili TYPES RCP SIZE! 36 in it iiiii San Bernardino County I� FLOOD CONTROL DISTRICT Ili COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, fA CONSULTING ENGINEERS, INC. PROJECT NO. 3 - 3G4 P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109 -7009 DATE • = DRAWING NO. HoRlz. > > o00 r" 12 - 86 VERT. 1' = 40' 1 of 1 Ir. __ . . _. . Pi rrl !w mr 0 10 20 rrl 1220 , .— ---- ,._„_....;......_ ... ... - -. ., ._;..._.... - It i ..._._ .. ...«.. _,.... ... 4 p... .. . . .. _ ._.._.,.. _ . «. • r ill 1200 ... i . , . . , . . Le 1 1180 �. �:...._..._........ .. .,.. ��_... ..., ....... r p_... . C 1 . . „ . . . „ ... . .. .. . . .. . „ ; L_ .,,,,_ • : : . , ,„ r lit lbw > 0 a (.7 V) 1^ J Z Irr Q O ' m z z = 1.. Cr O s ill o 8 !, 0 o It PPP S .. _r. 0 �...., $ . irl 0 101....... . 72 d L; 1400 i TYPE S.... _ .. RCP .. _ ... _. SIZE ....o-......_... .....,...36._.._._ ......._ ............._ .... OP giii IP" W San Bernardino County fp FLOOD CONTROL DISTRICT III COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, 10 CONSULTING ENGINEERS, INC. PROJECT NO. 3 — 3G5 Irr P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109 -7009 DATE r DRAWING NO. HORI2. 1 = 1000 PI., 12 - 86 VERT. 1' = 40` 1 of 1 iiii 0 10 20 1220 - 6 forn 1200 - hp OPN ire mm u j he > < w Z c0 -J a Z Z 0 < •••4 01.1. CC 611 0 nt 0 „ - 1 S 0.014 010" 73 L 1400 TYPE RCP SIZE 36" Po tier P" San Bernardino County FLOOD CONTROL DISTRICT Ps COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, CONSULTING ENGINEERS, INC. PROJECT NO. 3 — 3G6 P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. 1 = 1000' DRAWING NO. 12 VERT. 1 = 40' 1 of 1 irli Pi 11. 0 10 20 be , . . . , Pm . Er . . . . 11. , . . . . , . , . Om 1220 ills € ., .< , . 01•11 1 . , ,‘ . . . .. . „ .., low 1 ra 6 Iwo > (.5 iri < Lu —J Z 11^1 < 0 Z hr. Z < .9, CC PE ire 0 0 0 0 -I- -I- fir 0 4:1* 1 boo Q10 i ., 78 . . .; L i 1400 r TYPE I RCP SIZE 1 36" PR PI San Bernardino County FLOOD CONTROL DISTRICT O. law COMPREHENSIVE STORM DRAIN PLAN ill JAMES M. MONTGOMERY, CONSULTING ENGINEERS, INC. PROJECT NO. 3 - 3G7 IN P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. 1' = 1000` DRAWING NO. 12 VERT. 1" = 40' 1 of 1 PIN . Ira a P. u 0 10 20 it r I" ii i i lin i IN 1160 i .., ,.. _ < 6 Pe 1140 1 ,. - - 7 1 120, iiii Iiir Pm a z dro Z J i p Z lir z O J 11 P. O 0 f 0) S 0.005 } Pi Q 6 10 i . 61 61 , L 950 ., TYPE; RCP F SIZE i 42" IA a San Bernardino County FLOOD CONTROL DISTRICT Pi ilii COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, CONSULTING ENGINEERS, INC. PROJECT NO. 3 -308 i i. P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORI2. 1' = 1000' DRAWING NO. 12 - VERT. 1' = 40` 1 of 1 I Sr Pil DESCRIPTION QUANTITY UNIT UNIT COST !" PRICE L • LINE G iir 114" R.C.P. 3,200 L.F. $ 372.00 $ 1,190,400 114" R.C.P. 3,300 L.F. 372.00 1,227,600 P 90" R.C.P. 2,640 L.F. 288.00 760,320 120" R.C.P. 1,320 L.F. 394.00 520,080 W 120" R.C.P. 1,320 L.F. 394.00 520,080 L 120" R.C.P. 1,320 L.F. 394.00 520,080 108" R.C.P. 1,320 L.F. 350.00 462,000 ., 102" R.C.P. 1,320 L.F. 330.00 435,600 r '" 90" R.C.P. 1,320 L.F. 288.00 380,160 72" R.C.P. 2,640 L.F. 199.00 525,360 [Pm Manhole (Type 2) 15 EACH 5,284.00 79,260 Manhole (Type 4) 1 EACH 6,277.00 6,277 [Pm Manhole (Type 2) 6 EACH 3,897.00 23,382 Manhole (Type 2) 1 EACH 4,886.00 4,886 Manhole (Type 2) 9 EACH 5,626.00 50,639 Manhole (Type 4) 3 EACH 6,767.00 20,301 r Li Manhole (Type 2) 3 EACH 4,942.00 14,826 Manhole (Type 4) 1 EACH 6,231.00 6,231 Pm Manhole (Type 2) 3 EACH 4,610.00 13,830 Lm Manhole (Type 4) 1 EACH 5,807.00 5,807 Manhole (Type 2) 3 EACH 3,897.00 11,691 [Pm Manhole (Type 4) 1 EACH 5,022.00 5,022 Manhole (Type 2) 7 EACH 3,005.00 21,035 Manhole (Type 2) 1 EACH 2,637.00 2,637 r i,. Pavement Resurfacing 663,750 S.F. 1.50 995,625 r. Subtotal Line G $ 7,803,100 II kr Contingency 20 Percent g y $ 1,560,600 !" Total Line G $ 9,363,700 P iii iii San Bernardino County FLOOD CONTROL DISTRICT 6 COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, PROJECT NO. 3 - G SERIES • CONSULTING ENGINEERS, INC. �r P.O. BOX 7009, 250 N. MADISON AVE., PASADENA. CA 91109-7009 DATE DRAWING NO. DEC 1986 COST ESTIMATE 1 of 4 E ' . } il Ili A UNIT DESCRIPTION QUANTITY UNIT PRICE COST P r LINE G1 r 42" R.C.P. 1,400 L.F. $ 123.00 $ 172,200 'fir Manhole (Type 2) 4 EACH 2,138.00 8,552 Pavement Resurfacing 25,900 S.F. 1.50 38,850 i■ Subtotal Line G1 $ 219,600 rill Contingency 20 Percent $ 43,900 lit Total Line G1 $ 263,500 r m LINE G2 39" R.C.P. 1,400 L.F. $ 116.00 $ 162,400 Manhole (Type 2) 4 EACH 2,138.00 8,552 Pavement Resurfacing 24,850 S.F. 1.50 37,275 Subtotal Line G2 $ 208,200 Contingency 20 Percent $ 41,600 r m Total Line G2 $ 249,800 LINE G3 t: 39" R.C.P. 1,400 L.F. $ 116.00 $ 162,400 Manhole (Type 2) 4 EACH 2,138.00 8,552 Pavement Resurfacing 24,850 S.F. 1.50 37,275 Subtotal Line G3 $ 208,200 s"' Contingency 20 Percent $ 41,600 Lim Total Line G3 $ 249,800 r■ i P" ili Pm ill 1: San Bernardino County FLOOD CONTROL DISTRICT COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, PROJECT NO. CONSULTING ENGINEERS, INC. 3 - G SERIES P.O. BOX 7009, 250 N. MADISON AVE.. PASADENA, CA 91109 -7009 DATE DRAWING NO. DEC 1986 COST ESTIMATE 2 of 4 C r Ito t DESCRIPTION QUANTITY UNIT UNIT COST r PRICE iii LINE G4 P hi 36" R.C.P. 1,400 L.F. $ 108.00 $ 151,200 Manhole (Type 2) 4 EACH 2,101.00 8,404 Pavement Resurfacing 23,800 S.F. 1.50 35,700 pi hi Subtotal Line G4 $ 195,300 F Contingency 20 Percent $ 39,100 hit Total Line G4 $ 234,400 ili hi LINE G5 36" R.C.P. 1,400 L.F. $ 108.00 $ 151,200 ri Manhole (Type 2) 4 EACH 2,101.00 8,404 Pavement Resurfacing 23,800 S.F. 1.50 35,700 P.• Subtotal Line G5 $ 195,300 hr Contingency 20 Percent $ 39,100 [Ns Total Line G5 $ 234,400 LINE G6 36" R.C.P. 1,400 L.F. $ 108.00 $ 151,200 Manhole (Type 2) 4 EACH 2,101.00 8,404 ! „o, Pavement Resurfacing 23,800 S.F. 1.50 35,700 t 6 . Subtotal Line G6 $ 195,300 Contingency 20 Percent $ 39,100 Y. Total Line G6 $ 234,400 r" L 10 PP ill PM , 10 San Bernardino County ix FLOOD CONTROL DISTRICT iW COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, PROJECT NO. P° CONSULTING ENGINEERS, INC. 3 - G SERIES j is P.O. BOX 7009, 250 N. MADISON AVE., PASADENA. CA 91109 -7009 DATE DRAWING NO. [ , . DEC 1986 COST ESTIMATE 3 of 4 ti DESCRIPTION QUANTITY UNIT PRICE COST LINE G7 L. 36" R.C.P. 1,400 L.F. $ 108.00 $ 151,200 Manhole (Type 2) 4 EACH 2,101.00 8,404 Pavement Resurfacing 23,800 S.F. 1.50 39,100 ii Subtotal Line G7 $ 195,300 Contingency 20 Percent $ 39,100 Total Line G7 $ 234,400 LINE G8 42" R.C.P. 950 L.F. $ 123.00 $ 116,850 • Manhole (Type 2) 2 EACH 2,138.00 4,276 ow Pavement Resurfacing 17,575 S.F. 1.50 26,363 Subtotal Line G8 $ 123,800 Om be Contingency 20 Percent $ 24,800 Total Line G8 $ 148,600 rm Pm Total Line G Series $11,213,000 it Pe lir i1r Ifr r San Bernardino County FLOOD CONTROL DISTRICT COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, 4P" CONSULTING ENGINEERS, INC. PROJECT NO. 3 - G SERIES P.O. BOX 7009, 250 N. MADISON AVE., PASADENA. CA 91109 -7009 DATE DRAWING NO. DEC 1986 COST ESTIMATE 4 4 of 01earii hems . ®' n ' ¢ ` 1 " a ' r .. .. �`� o v . f e 1ST E 45 pai : 0000 OCEAN - ` k 'P c '. yI. ` t " M U 2500 ST °% ' .o.n ,kn ■ 4 P, , c r, le \ _ �� _ � � .- t 715 3 y , _ I! lI ar dnr .V mo , ` ��`�d ,. � 2 s .. .r L ° . Lv ,, ' X a 3 a •E '�` � .`�". s "� i .. " u �r 01,0,„ 9 w u L�. .d. 3 RgMU AV. u: awu 2100W 2000w 70 - .. i zip , 2500,4 2000'x 1500% 1000 _ a lOOG 500E WA I .'P, . f • LuR , �. EE .- M C1 ' le�, y n r. �. b_ M.. , . p , s-4[� , - E�F� ° ®.,. •.c - _ _ '''' 05. * ' ' . 1 P lil ' m",_ 2 � I f .fe SINE L f0.i � � ""''.•- • �' U . « - Lax[ i n. ' ATE.. L . 4 i'p .3 (�� \f44, • \ ° se 1. l c afe - IN . .r iL p1 R 1 �i��� � fro' pi 7 KVA �i a . _ i n om' ,..i FL_ rut sit t 3 i t o .f :: V 1 - eLLL ,. - ,..... V [ ..full' IM . a i ' -r i 1=121. IIIIIIII■;,c r te a, ® i © �. -6f"'' j ' i y Is � � 1 00 0 w r�� 30000 ' - If" � �' / 4�1 � � � � � :J - � y i � i l�Ilm1 rm I �ms7 1 r r.. c ou ca... . � . . .. 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A " is 1121 PROPOSED BASIN .. ."„ . . ..., . ,- . . . : . . . 11/•1111111111 EXISTING DRAIN r IIIMMIIIIIIIII• DRAIN SHOWN ELSEWHERE San Bernardino County BASIN SHOWN ELSEWHERE FLOOD CONTROL DISTRICT r 1 COMPREHENSIVE STORM DRAIN PLAN bar JAMES M. MONTGOMERY, CONSULTING ENGINEERS, INC. PROJECT NO. 3-3 H SERIES r f ifts P.O. BOX 7009, 250 N MADISON AVE., PASADENA, CA. 91109-7009 DATE DRAWING NO. 12-86 1 "= 1 000 ' 3 of 3 om. i iiis •.. A.tll J r kr r Pm 0 10 20 30 40 50 *kw 3 1160 ... fir' 1140 " ��� ' 1120 F 1100 II r CO C.5 iir ui r w > iir z a Z 6 0 ui J Z > r oc L W 0 1 J Z C7 1 ...J CC Z Z < W Q 0 > m 0 a 0 0 it. O to ° coo cl co S 0.012 0.012 0.002 i„ 10 266 178 102 L 1050 2560 1270 k TYPE t RCP RCP RCP SIZE P 60" 51" 63" Pm Ir .m San Bernardino County iim FLOOD CONTROL DISTRICT COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, PROJECT NO. 3 - 3H1 Pi s CONSULTING ENGINEERS, INC. L P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. 1" = 1000' DRAWING NO. 12 - VERT. 1" = 40' 1 of 1 rim lbw _ r Ow 0 10 20 30 40 i rill _ +_ 111 - -- — 6 , - 4, ril 1 — --- ------j— --- I. ,, 1111 4,...,, I - ; I 1160 -- — - 4-- . W • 1 • 0 • + • • • "" 01 ill! � .t- 1140 4 i ) F ill ..........t000 . t i TH tile 1120 ------ ' -----1 "‘-. i---L ' i 1 ,i ,i- i -I- I --4 r i : 1 i t C 1100 CO r ill 0 hi ui ...1 > r, w < 6 z z ci 0 > z X ...1 6 iti 0 >- w z 1 -1 ...1 Ix w Pm' z < > m "" Z 3 4 C CO to to flu' o CV CO 0 1-- + 14 CI S 0.0 1 3 0.014 r 010 151 74 L 1025 2560 TYPE RCP RCP -1 SIZE 48 36" -----1 on i P Ls San Bernardino County FLOOD CONTROL DISTRICT COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, r 3 CONSULTING ENGINEERS, INC. PROJECT NO. 6. P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. l = 1000' DRAWING NO. 12 VERT. i'40' 1 of 1 C , C . , PI 0 10 20 30 40 ...........„.„___.. „_.. _ . r i 1 1_ C 1160 - . ... ire 1140 r— , , a ............ , .„,„„ , CO r CI ILI J > C W Z Z Ci 4( 0 Z < > 6 [ 0 0 CO LLJ CC •:C Z _1 w 'CC CO 0 0 0 0 (0 0 + + + 0 10 E 0 T. CO S 0.014 0.013 --I C Q 10 149 75 L 1000 2560 C TYPE RCP RCP SIZE 48" 39" j Pm 1. San Bernardino County FLOOD CONTROL DISTRICT COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, CONSULTING ENGINEERS, INC. PROJECT NO. 3 P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. 1 = 1000` DRAWING NO. 12 VERT. 1 = 40' 1 of 1 c , . r" Li IP 0 10 20 30 40 L K Ion - I- i i ...,... , , ,, ,,sasm......e,.,...,*,..r,e, .3,&.a, , ..., 4,,,,,... . i I ''''4 * ' + 'i .• f ill 1160 -- -1 T ill i . , Fill 1140 ----i — 1 ire —.......„` ,_„.........4,—......i.....1...... —4---- „_„..„.,....,,.. . .......,.. ..:_____,......L_____ ..... ! . , . „ „ I , , . . , . ....... . , It i 1 f , I 1100 - - --- 6 . 1 ? ...... .. ,..,. i ills, 4, , P.. MAIM 1■,,.. , ,,..., 7 1 1080 1 -- -------------- -:-----i---- ,,,.-_-.'„„-.,_—_,--,..,..-„,.:_,.-_ - ....-_-_,„-„,--...,...i.„---- [a r 0 lit ui r > < 6 = CS 0 > Z w -1 Z 03 r i. z L.LJ -J Z o ...1 -a < M > Z : < (I) LO OP iie, f + 0, 0. 10 0 .,„........._.___________....,...........,,,.„.............____,_ S 0.012 0.014 . hit Q 10 ' .._ ... .. 121 _ 61 . L , 975 2560 _ _ RCP RCP TYPE :. __ _„ . SIZE ',. 45” 36" ...i IP° - Po San Bernardino County FLOOD CONTROL DISTRICT r COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, CONSULTING ENGINEERS, INC. PROJECT NO. 3 r ill P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. 1' = 1000' DRAWING NO. 12-86 VERT. 1' = 40' 1 of 1 !"' Pt 0 10 20 30 40 50 6 o m-.- w........w..a.. .,,...,.�.. 3 ... E .._,«.....- .per,,., .»._..._....,...p.,.<_,- ..«—,. � E 5 .... .. . .......«..,..___, «.......» I ... ...�...,.au...., a«.,. ,...,..,,, a I i 1160 _ .. ..... ... ...._ • _ 1140 ' ` ,�"�"' . ...074001 , 1 120 # - _... .... . ( s An / . jrr _ 1100. ,._. __... . . ;_.... I 1080 -, .. .. _ . _ .. . _. iii ills J W fw w > Q U i� a co et W i . W U J a LO CC Z at CO 0 Z 1110. a CO o a u' '1m o N S = 0.014 0.014 0.003 tW (4 10 _ . . 297 . 137 96 . . _ L i 925 2560 760 Po iiii TYPE RCP RCP RCP SIZE i 60" 45" 54 " .... ■w imi tog San Bernardino County FLOOD CONTROL DISTRICT COMPREHENSIVE STORM DRAIN PLAN 6 JAMES M. MONTGOMERY, Pm CONSULTING ENGINEERS, INC. PROJECT NO. 3 - 3H5 6 P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109 -7009 DATE HORIZ. r = 1000' DRAWING NO. 12 - 86 VERT. 1' = 40` 1 of 1 r , A. ir. , _ s■ lr F` 0 10 20 , it .. «wI1TI 1 .....,.•..e w«. +,», « -.-. -z ._.......»., n ......a,,....,n z .»........ -.. _.. b .. . ».,.... ... .e. ril 1110 1 120 . _ ._._...... ' .._ .. ;._ .._.. lir 1100 - - , 1080 ...._.. _.__ _ . Pm it J r W L z Z ' 0 03 f ill 0 } ill r J I J 2 j 1 O !i 8 CO + + ilio r-- S 0. 014 .,�.,.���._.......��.a,�.,.,.o_ - ��,�....,....m�.�_,,.,a... ,,.�...._ ........ . ..... �.. �.._. ,.,�...._,.,....,....._�.,�,.�. Q10 ._.._... _. 77 _. .. ..__ .. L 730 P lil TYPE RCP SIZE P° } OP its San Bernardino County FLOOD CONTROL DISTRICT C COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, PROJECT NO. 3 - 3H6 CONSULTING ENGINEERS. INC. r ill i P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. 1' = 1000' DRAWING NO. 12 - VERT. 1' = 40' 1 of 1 9 ` re p• 0 10 20 iiir ,..,.n. ,.. T fm YY iis •.or,— P Pm 1120 1100'~ _... , 1080 ':... _ ....___ -. . :--- . .. _ _. .. ...._ . . .. F - . :. # .... _.~ Pos ills r., w w ioi Z d a m on U } C iii o _ Z re a 0 Z > i t J Q m Q" O o I. + 1, S 0.017 0.005 10 = 166 152 L 700 1200 r TYPE RCP RCP SIZE " 48 57" 1 ill ill is San Bernardino County FLOOD CONTROL DISTRICT Prn COMPREHENSIVE STORM DRAIN PLAN i "" JAMES M. MONTGOMERY, III CONSULTING ENGINEERS, INC. PROJECT NO. 3 L P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. 1' = 1000' DRAWING NO. 12 - 86 VERT. 1' _ 40' 1 of 1 I• r r 0 10 a .... 3 ina E ■ iiii r Ill j IP + e '¢�+ , . a. a,- v ,......,,- w..,,mp_._ta.+a+.,..» . «.m- ,.a.,.�,.4 -w..sw a ....,._.� r. o•..n.uu ecaa.,.... .... v.. .. .a .. ... _,—. iii ... Iola . 1080 __..._..___ � i till 1060 IP a �'" W iy Q D = J r 0 CO �.I )- O J 1 J O > 6 ,, o 0 Ir + co S 0.011 _ Q 73 1 iii L t 850 TYPE i RCP 5 SIZE ...__., 3�, --- —, _ ._. ..... .a,........ -- .... _... �v.� Po L r San Bernardino County FLOOD CONTROL DISTRICT COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, CONSULTING ENGINEERS, INC. PROJECT NO. 3 E P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. 1' = 1000` DRAWING NO. 12 - 86 VERT. 1' = 40' 1 of 1 r Lr. '1.4 ♦ ., ... W . , , iiiH i I. 0 10 0 No i t , pa 1100 _.�... ...- -n_ -- ..__ -.,.,4..aPVw " .... ,..._.,..._ _ - ...__.. ...___...,_._ _.. ,a._ ._.. err 3 � . 3 3 , irs j ( . : 1 1060 _ .. ; M ..._.,..._ __.._.. ...._. I AID IN lom W ire Z Z > a J r 0 m it O } J 1 J Pm Z et > Mil 0 8 lid g ti p S 0.021 t ir. Q 10 78 L 750 a it TYPE RCP SIZE 36' „ Pi ir PR San Bernardino County ii FLOOD CONTROL DISTRICT pi COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, CONSULTING ENGINEERS, INC. PROJECT NO. 3 -3H9 i iii o P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. 1' = 1000' DRAWING NO. 12 - 86 VERT. 1' = 40' 1 of 1 f C , 0 10 20 iii Pm kw i i i 1080... , . .. s ' �.. III 0 11111 , [ i 1 1 I" J W Z Q ci 2 > U -.I rw 0 CO I W Z O r 0 0 iii + S 0.015 ..�._ .... �. 6 Q 10f 76 _ i L ' 750 TYPEi RCP SIZE 36' ? Pm 6 w San Bernardino County FLOOD CONTROL DISTRICT l COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, CONSULTING ENGINEERS, INC. PROJECT NO. 3 P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. 1' = 1000' DRAWING NO. 12 - VERT. 1' = 40' 1 of 1 L 61 , PIR 0 10 20 kr ., Pie - _ r hi 1080 . PR ilio 1 fu• t t Ity L — ,s Pim a el Ire W d > S -J .111 0 CO 0 >- ill 1- 1 -J —I Z < IPA > 0 0 IP 0 in + + 61 0 N S 1 0.005 hi CI 1 0 81.0 L ! 750 Pm TYPE i RCP kg' _ . SIZE ' . 45" Pi PP San Bernardino County FLOOD CONTROL DISTRICT 6 COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, CONSULTING ENGINEERS, INC. PROJECT NO. 3 Pm im P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. V' = 1000' DRAWING NO. 12 VERT. 1' = 40' 1 of 1 r , , lig A I • DESCRIPTION QUANTITY UNIT UNIT COST orn PRICE IN we LINE H1 i"' 60" R.C.P. 1,050 L.F. $ 159.00 $ 166,950 51" R.C.P. 2,560 L.F. 138.00 353,280 0" 63" R.C.P. 1,270 L.F. 168.00 213,360 it., Manhole (Type 2) 2 EACH 2,635.00 5,270 �I. Manhole (Type 2) 1 EACH 2,525.00 2,525 Manhole (Type 2) 6 EACH 2,414.00 14,484 Manhole (Type 2) 1 EACH 2,637.00 2,637 Manhole (Type 2) 3 EACH 2,783.00 8,349 Pavement Resurfacing 107,433 S.F. 1.50 161,149 :: Subtotal Line H1 $ 928,000 Contingency 20 Percent $ 185,600 r- Line H1 Total iiii LINE H2 r L 48" R.C.P. 1,025 L.F. $ 135.00 $ 138,375 36" R.C.P. 2,560 L.F. $ 108.00 $ 276,480 r Manhole (Type 2) 2 EACH 2,286.00 4,572 Lim Manhole (Type 2) 1 EACH 2,138.00 2,138 Manhole (Type 2) 7 EACH 2,101.00 14,707 "' Pavement Resurfacing 64,020 S.F. 1.50 96,030 L e Subtotal Line H2 $ 532,300 r 106,500 imi Contingency 20 Percent S Line H2 Total $ 638,800 a" aor Pm Ili r Ili illi San Bernardino County FLOOD CONTROL DISTRICT COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY PROJECT NO. 3 - H SERIES On CONSULTING ENGINEERS, INC. L P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109 -7009 DATE DRAWING NO. DEC 1986 COST ESTIMATE 1 of 5 1r. r i ) t DESCRIPTION QUANTITY UNIT UNIT COST r i PRICE LINE H3 PR ilm 48" R.C.P. 1,000 L.F. $ 135.00 $ 135,000 39" R.C.P. 2,560 L.F. 108.00 276,480 Manhole (Type 2) 1 EACH 2,286.00 2,286 1: Manhole (Type 2) 1 EACH 2,176.00 2,176 Manhole (Type 2) 7 EACH 2,138.00 14,966 C: Pavement Resurfacing 65,440 S.F. 1.50 98,160 Subtotal Line H3 $ 529,100 r l Contingency 20 Percent $ 105,800 Line H3 Total $ 634,900 r mil ii LINE H4 1: 45" R.C.P. 975 L.F. $ 128.00 $ 124,800 36" R.C.P. 2,560 L.F. 108.00 276,980 Manhole (Type 2) 1 EACH 2,213.00 2,213 Manhole (Type 2) 1 EACH 2,138.00 2,138 1•" iim Manhole (Type 2) 6 EACH 2,101.00 12,606 Pavement Resurfacing 62,289 S.F. 1.50 93,433 [.• Subtotal Line H4 $ 512,200 Contingency 20 Percent $ 102,400 Line H4 Total $ 614,600 rk rm rg L San Bernardino County FLOOD CONTROL DISTRICT COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, r CONSULTING ENGINEERS, INC. PROJECT NO. 3 -3 H SERIES r P.O. BOX 7009. 250 N. MADISON AVE.. PASADENA. CA 91109-7009 DATE DRAWING NO. DEC 1986 COST ESTIMATE 2 cf 5 C ' . 1 DESCRIPTION QUANTITY UNIT UNIT COST PRICE LINE H5 iii 60" R.C.P. 925 L.F. $ 159.00 $ 147,075 iii 45" R.C.P. 2,560 L.F. 128.00 327,680 54" R.C.P. 760 L.F. 144.00 109,440 1: Manhole (Type 2) 1 EACH 2,635.00 2,635 Manhole (Type 2) 1 EACH 2,450.00 2,450 1: Manhole (Type 2) 5 EACH 2,213.00 11,065 Manhole (Type 2) 1 EACH 2,377.00 2,377 Manhole (Type 2) 2 EACH 2,487.00 4,974 1: Pavement Resurfacing 86,895 S.F. 1.50 130,343 Subtotal Line H5 $ 738,000 r i Contingency 20 Percent $ 147,600 Line H5 Total $ 885,600 wil Li LINE H6 39" R.C.P. 730 L.F. $ 116.00 $ 84,680 Manhole (Type 2) 2 EACH 2,138.00 4,276 Pavement Resurfacing 12,958 S.F. 1.50 19,436 [Pm Subtotal Line H6 $ 108,400 Contingency 20 Percent $ 21,700 [mi Line H6 Total $ 130,100 1: I. fis ire San Bernardino County FLOOD CONTROL DISTRICT i. L COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, CONSULTING ENGINEERS, INC. PROJECT NO. 3 - H SERIES P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE DRAWING NO. DEC 1986 COST ESTIMATE 3 5 of [ / P PIP DESCRIPTION QUANTITY UNIT PRICE UNIT COST iii LINE H7 II" 48" R.C.P. 700 L.F. $ 135.00 $ 94,500 alII 57" R.C.P. 1,200 L.F. 150.00 180,000 Manhole (Type 2) 1 EACH 2,286.00 2,286 Manhole (Type 2) 1 EACH 2,396.00 2,396 Manhole (Type 2) 3 EACH 2,562.00 7,686 PI Pavement Resurfacing 40,700 S.F. 1.50 61,050 la Subtotal Line H7 $ 347,500 Pm Contingency 20 Percent $ 69,600 ill Line H7 Total $ 417,500 IA 6 LINE H8 ,,, 39" R.C.P. 850 L.F. $ 116.00 $ 98,600 Manhole (Type 2) 2 EACH 2,138.00 4,276 is Pavement Resurfacing 15,088 S.F. 1.50 22,630 " Subtotal Line H8 $ 125,500 i Contingency 20 Percent $ 25,100 Po Line H8 Total $ 150,600 bw pm LINE H9 it 36" R.C.P. 750 L.F. $ 108.00 $ 81,000 Manhole (Type 2) 2 EACH 2,101.00 4,202 *R Pavement Resurfacing 12,750 S.F. 1.50 19,125 ill Subtotal Line H9 $ 104,300 Po Contingency 20 Percent $ 28,900 am " Line H9 Total $ 125,200 i iit wm im P iiii San Bernardino County Pt FLOOD CONTROL DISTRICT COMPREHENSIVE STORM DRAIN PLAN iii JAMES M. MONTGOMERY, pm CONSULTING ENGINEERS, INC. PROJECT NO. 3 - H SERIES ill P.O. BOX 7009. 250 N. MADISON AVE., PASADENA, CA 91109 -7009 DATE DRAWING NO. DEC 1986 COST ESTIMATE 4 5 of I" DESCRIPTION QUANTITY UNIT UNIT COST r PRICE i bm LINE H10 r 36" R.C.P. 750 L.F. $ 108.00 $ 81,000 fit Manhole (Type 2) 2 EACH 2,101.00 4,202 Pavement Resurfacing 13,313 S.F. 1.50 19,125 r i Subtotal Line H10 $ 104,300 ri Contingency 20 Percent $ 20,860 fit Line H10 Total $ 125,200 rm LINE H11 iv 45" R.C.P. 750 L.F. $ 128.00 $ 96,000 t• Manhole (Type 2) 2 EACH 2,213.00 4,426 fill Pavement Resurfacing 14,438 S.F. 1.50 21,656 Subtotal Line H11 $ 122,100 sr Contingency 20 Percent $ 24,400 Line H11 Total $ 146,500 i Total Line H Series $ 4,982,600 [ [: r L. t: c 1: IIi. San Bernardino County FLOOD CONTROL DISTRICT :: COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY PROJECT NO. 3 - H SERIES CONSULTING ENGINEERS, INC. P.O. BOX 7009, 250 N. MADISON AVE.. PASADENA, CA 91109 -7009 DATE DRAWING NO. DEC 1986 COST ESTIMATE 5 5 of I"" iiir T[ i fie\ •I 4 , , a , '• , T' ' �'4"'oa, •� \� [ri \,,- e A lt, ,,,,, , ., n 4 \ 'S 6. a u r s:c-c,,,;,'" .., ,. , ... ,,,,, ,, ` ,` ",w, 44 - a 2500 E, -;,, , . ., v 5 ° f M4 ,l R.nc Yrp L ' I an ffosl ', ""'"" .500* 1000W 150001 1�0 :'[.@I>• sr R 500 1000E 2.00W - , , ate ,, ,.�. - ,..: � . I t. .u. � ■■ee W v y ,...• rf 5 no Zia 4 � s T-E Fir - ' i k'L'f � l 1 111 ,fier i flWal '' 1 ' g UV 11....1111it firl - Mi Il YP E . , 1 ' 1 i " � a ' " er+ r+e l _ ! ! r' rim al I q ut., Fltff i, � .1 , i Y • 9 'sr , tl u 'r hi l l i11;s11 11=1 I 1 il r � _ [� , °, ' 1: ., ;e1 !, �� r.�'li7li r' y e. s i s � eh � .w1'li EitE y � l ; ronorilr . _ E 37 3 U PM I � 16 � 1 .[1 ITLIPPIT7 Ill ISEri 11110 •<� i :317 . 4. aii Me [�' EZDMLt ! ss �' �W. � o' lip illrEP Ill, .w r -t t : • Mi mom PEI I III . . �+ Isr j 917 T , kr� , v .,�., M- r [ !t1[ u i ' © .. i Yi i • i Y W, 0.0. BeFFELL In a 1 E:47 1E111 ' ' 7 ' 1. i . ill i � o , iii : 'i .; ` a:i 9 ,., poi �"�Igserze �nw� '� , . ill ro-* ---- .. 1 Ag,_ ,_, - U Failli 'fi 1 : ' MIMI 111 In 1 � ; � me ttra Eac ! i i 3 e 'I 1. i# Rr.r K � c° AR,I. AV G _ -_ - _ R3JF3® n,, I. IMEIRIEEFEME11=E1111 WIMP, EMMEN Zr M,!, _ . _ INDEX TO I SERIES PLAN DRAWINGS Pi ..„,— --,-.., -........ . 4 ........„,........ ..• .. ./' • - `55.., , . . 5 , 45 -- ' r• •• ',',-,..,z,..-Ii-,•,..„''''•-x,.:41--.--, :# ' ''. • ' - --.... (, \ ''' • 0 '.; " Pa ; P ''.- •••• '' i 1 . e:, VO • • i' 0'0 .'.. • " ' ,. • 4 LA Te5i E; p :...:, rif .L .'• :i..,•/' • .. A : 'i * • '':". 1 ' ..';';'.-,. •:: . J.. ' ... I • - i! . P 4 2 • ; ' •' : . 7 • 4 : 4 • V .. .?,ii2 . • • . . • ' P ,,, $ r . SA AA ..';,,,,:',1, }I A: V. V; • ' '' .• ci 9 IP . IS P 4 T,.1.1 ". ':. :;i; . 1 ': ' .•• . A: ASSA , . ' ...... '''''' !, • ' ' n i • 1 '.' i . .5, 1 :4..,...141 Stir,. - ttldflS,'S t 5.4. „.,./. ;,•4,,,,A . lie , oi. - 0 .. „,... -"-• "I, • '` 5 - -. -. 5....( 1 i Il, 1 kJ.A„.• 55 ,..' 5.5 „,.....;t.5a 1.1- • ',, : -1r.:g . .c :' ,• '= ..:, , .........,...:,„-, ; , .::.:. , 5 ; . A .,,, R -,, i V J t i) .:..z:i..5.;-i555 5:.,,,...:., 4,II• I ri•clipiEl. pol • ,. -::?i , .,:, i . '''" • • ,;' .. . '• • - R.i,ot J lit ' *I' -" • - . sr ,...,• , Poi ..,...„, ....,,..., :, ' •.:.;,',.:-:-- . ,- • • - :,....• , - 7" - .... .AA.Y,„41.1,5„....:.3.„,...,ii...ZO.,..i... „.,;':,,,..)' 1' ....... . , - . ,., .: •',,. AF' '., '::.•„. • ,0Y:i - ;:.z .S; - - ......... . - .:i : . --,,.: ,'„.,. „, ,.._,t .. it • . .... . ...„ .,...„ ... .., . ......_ __ ..,...' „ , ', .0! . i • ,, '':-' .„.......,.. Is ' fi;. ' - '!Pi ( * , ' ii ..„ - :•0- 1; • ii A '55-•'.r. .5 5 % . ;5-"i,..:p.. :: - - : ,i-,•-.- A VE:i '1 ,5-45.', . , ,.... _ ..... . . ...... • -\ : ril a . - ,,,,,,„ J.. : c " •'., , i • 'L. . . A 5 , - 4 ) . . 0- . rf• '''• ;@ , ''''.',. _ (6 ,,„ - '‘ , • ,t , C; rql.' 0 ! ::.,:,.; ...,-; ,,,, ,,, ;., , i mm . B .. f . 5, ‘, ::55 , .. • 07 . .. .... :..... .....',.........,..... - , - ; „7::„.,.. ?-,..0:- , I • ';. • --'1 ii• , *: 4 5 ' „ • .. .." '''','''''' ' • .' '..... '. ' ' il . ... ' :::' i ..... •i ;.', i t ' ■. 1 ,,•• • 44 ,. „ .,. / „.•• :, • `:...,,,,, ! •,. ••• ,:::ke.x.:z• Nor; ,f. 4 r.1 ••• • -':- i• ' "'"` ,(.:: :a r•,/ 7 55•••••:: pp 4 •.. ... , ikw 4, ....-... " ... - • ...- ,, .0••• , '•••--------,•,--•:::::-„„-c.,:;;;; ■ / 1, , — • • ,., { i „,,,- • ; ., v . . • o ..:. ... • 1 ft ft ,.; • .....• . , ,,, ' - . :. ' • t " " ' : ; . • 1 '''' - cv •:':13f.17;,":"3.,:::"',; ''' 1 • • ' • /..;..,..2, ; . *.;e1i ' , ., .. ... . . . • .: A ...i4..., :-. , , , .A0N4 J •;;=!: '; . '' 4 II , . - ill I Ews .:.;4 ' - - • :: le 1 . 11 ,—;' 4 V - .'• : '.,( •••,i • . • • 0 , ..-, - .-.; , -- -----. -1 4-:.•:::,.......: '' 4,.. lir . ' . . . PI II A: • 7 A:. :,, ..• t 4111, . . ; '. : i ', 1 • Ac t 9 • 'L.S' -;•4 • f s ' • . . :,,? . • -. 1 ' LEGEND v ,....-4 .. 2 0 !, a 0 , 0 4 0 ,,..... PROPOSED UNDERGROUND DRAIN r - 4, '!......:,..;:....",,, ..... v Pm • PROPOSED CHANNEL , . , * ,...,, . i ill* 101 PROPOSED BASIN ••.• . EXISTING DRAIN ..P5'. ' 5/ Pm 1•1111••U DRAIN SHOWN ELSEWHERE San Bernardino County ii. Eli3 BASIN SHOWN ELSEWHERE FLOOD CONTROL DISTRICT wimIN■II■w pi COMPREHENSIVE STORM DRAIN PLAN illit JAMES M. MONTGOMERY, 3-3 1 SERIES CONSULTING ENGINEERS, INC. PROJECT NO. pla ion P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA. 91109-7009 DATE DRAWING NO. 12-86 1”=1000' 1 of 2 pm . i, ir, PIM irr ■ ■ i 111 A. ■ II ,�. ■ p� . o : irr R Pi �� 45" 0 : • I. • .- ! 1 ■ IIii 0 ♦♦ rn .. 0 ♦ ♦♦ o CO 87 flirt IV C\I 4:ID , 0 . '': ♦♦ —IN f . 0 r .44 III - ♦ , .: U 4, w iibi Pm 1111111.11e 51 SM.. - ,,,,,.,6 . E m LEGEND N time . ' I PROPOSED UNDERGROUND DRAIN ° ' rm. ■ PROPOSED CHANNEL ,•• ,..:. ,; v .. .����* ¢ fir 11101 PROPOSED BASIN ■ ■ ■ ■ ■ EXISTING DRAIN °°'� .4 1 ■• •■•■ DRAIN SHOWN ELSEWHERE � I San Bernardino County �Ili BASIN SHOWN ELSEWHERE FLOOD CONTROL DISTRICT r COMPREHENSIVE STORM DRAIN PLAN V "' JAMES M. MONTGOMERY, 3 -3 I SERIES CONSULTING ENGINEERS, INC. PROJECT NO. psi it P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA. 91109-7009 DATE DRAWING NO. 1 2 -86 1 " =1000' 2 of 2 F irr i* 0 10 20 30 40 i is i rr Pmi I r 1220 .. . tam L ,,, 1200 A of _ . .. .. . 1180'.. — tki 1160 m a m w 0 f' CO Pm a w 6 w _z a V CC r Z Q o_ +r illy ri r O O O O O co prr + + + co r` 5 .. 0.003 �"..�...�_.. � .- 0.016 � . .. ..... .... . . - _ ....... .. ..,. .. ....�. .. m.... a �, ..,r ,_.�. , iii 010 ... 299 215 L' 780 2220 , Y. TYPE RCP RCP Y SIZE 84" 54" A kw a San Bernardino County FLOOD CONTROL DISTRICT 011. COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, �,,. CONSULTING ENGINEERS, INC. PROJECT NO. 3 illy P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. 1" = 1000' DRAWING NO. 12 - 86 VERT. 1" = 40` 1 of 2 i. fi. r. 30 40 50 60 70 1 PI 1280 - ..,:.,.- _._.., ..�.__......�..... ,.� ........... _ ,_._.. , ...,,." _ ........n , w.. ,_ . .... ..�e.� ... , ..._ .,._.. ...... -.., ....�.. _„ _,.....� O 1260 �: �rr • �,�, 1220 I. ., .. ._... 0 1 , 1200 ... �.. .. �. �,.. �_ �. �, �,... �.. �..,......,._..., �. �..... �._...., ..�.....�,�..�._...,.:.,...�,.w .,...�._ ...: .:..... . ........ .....a_..�.,..,v...: r f is Pm co >r C7 d G J U m flrr w ri- J U Po a 0 a 0 z w 0 Q z u. r cc 1-- L O 0 0 O co 0 f r + -I- Loy CO CO co - _...v,.. ..� -0.016 ., ,.,.•,..._.,..N__.�..,. — • it Q10 ., _ 7 7 Li 3600 Irn TYPE RCP SIZE 36" iiili iv San Bernardino County O ill FLOOD CONTROL DISTRICT COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, s." CONSULTING ENGINEERS, INC. PROJECT NO. 3 - 3I1 ilrr P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. 1" = 1000' DRAWING NO. 12 - 86 VERT. 1" = 40' 2 of 2 irr Pm hoe . Po 0 10 20 30 40 50 60 iho ._.... w .. a ,.�.. r ...... ,.:..> .. �... a. 1260 �. P lire_ . .. _. . .. _. _ .. _fr 1240 . .. r�...' ., x .._ .. _ _ ._. _.... it ro ... ..._ .. . ».. ._... _.. Y • 1220 r ' ,7 , it 1200 — _ <,_4 —. . , lb 1180 m._......_..._... k ..w... s t i 1160 , �. ��..,w..., �..e.�..w........�.<...W�.,:�,a ,_�..... ,.w.... �.._.. ,. i PI cc. Z CO CO Ilif Q C7 C Q 0: 0 fP O tL 1l Z Q O LL a r z 1- z a cc w O = O 1•- m O i tur o 0 O O M O O SW Nt S 0.015 0.015 0.017 0.016 Pi i„ Q10 149 106 69 37 s L'" 730 2220 1880 560 f ill TYPE RCP RCP RCP RCP _ SIZE 48" 42" 36" 36" .i 1. lr Po San Bernardino County lb FLOOD CONTROL DISTRICT r COMPREHENSIVE STORM DRAIN PLAN iiii. JAMES M. MONTGOMERY, CONSULTING; ENGINEERS. INC. PROJECT NO. 3 - 3I2 r i INN P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. 1" = 1000' DRAWING NO. 12 - VERT. 1" = 40' 1 of 1 llr FPI i f""" 0 1 0 20 30 40 50 it I iiive I P" 1140 ; irr 11* 1120 * ,� - • - • � 1080 �• Ir 1060 } M M 03 ) a. Ili v / m 1— > a 0 Z l' a • uw ui tie J 0 > > z z Q a W 0 �' a o a J iiii Z o Z w w Q 0 Pis CO > ¢ illif p N Q d N -I- + + "" 0 CV N 0 S 0.01 0.004 0.011 trit Q101 _ 470 405 313 Li 1220 1260 2540 P TYPE RCP RCP RCP to SIZE 72" 87" 66" flo Ilit olo kr San Bernardino County FLOOD CONTROL DISTRICT Fmk COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, CONSULTING ENGINEERS, INC. PROJECT NO. 3 ,1lr P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109 -7009 DATE HORIZ. 1" = 1000' DRAWING NO. 12 - 86 VERT. 1" =40' 1 of 2 II"" tow "a^°" ,.. _...: w:....w«u. -n ♦.,.. ' litN6 )" A" _ 'YY" Y ' n ... ,'..l ]p.me k .la.wK+. ow kw . Po 50 60 70 80 90 100 err OM lir r , thw 1180 tisa 1160 Ow 1140 ° • P SI I - 11111111111 try 1120 , Pm c0 0 0 0 log as 05 O. 4' a. lii I- i > W W i1r -J Z Q F- 7J 11.1 Q ill 0 Z o Q W 1rr Q Q 0 Q !r 0 0 0 m iii. 0 0 0 0 CJ I• 4- + -I- -I- re 0 'd' <D IA to co I� co S . 0.003 0.013 0.012 f flo . it Q 10; 237 132 76 L, 1390 1260 1900 I. TYPE; RCP RCP RCP 1r SIZE 75" 45" 39" Pim Ow Ow kg San Bernardino County FLOOD CONTROL DISTRICT ri COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY. r . CONSULTING ENGINEERS, INC. PROJECT NO. 3-313 ihi P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. 1' = 1000' DRAWING NO. 12 - VERT. 1' = 40' 2 of 2 E E. re Pm 0 10 20 30 illy : 1180P 3 Po . _ . ire 1160 u !• '• • Ur 1140 ...._ _. — ... A. ..- -.- ihre 1 120 i .._.. _ > i P Irr ow W M W iw a w a J Z -J Q -I J O Z re i _.0 O w cc Poi O M O 4' f + CO IMP O N • S: 0.013 �. PI Q 10. . . . . 4 . Lj 2630 [ „ . „ . . . „ . ., . TYPE RCP s SIZE 36 PM it iii San Bernardino County FLOOD CONTROL DISTRICT pi COMPREHENSIVE STORM DRAIN PLAN Ow JAMES M. MONTGOMERY, Po CONSULTING ENGINEERS, INC. PROJECT NO. 3 - 3I4 �r P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. 1' = 1000` DRAWING NO. 12 - 86 VERT. 1' = 40' 1 of 1 it . . , . los kw , P. 0 10 20 . . So ; ill , . , . 10 ..., . . .,.. „ . . ... . . . 60 11601 t , ro . . . . iii 11401' flia I 1120 im• i . I P* ui so > (1) uJ < Lij > list -J Z < -J — W PR 0 Z a z— a tiow' < 0 cc -3 0 > rev iv o o o o -4- + SIR CV o 7 S I 0.018 6 Q0 t, .. 94 L 1200 oil TYPE RCP SIZE1 39" • ' " ' . P lig Po . 4. San Bernardino County FLOOD CONTROL DISTRICT r COMPREHENSIVE STORM DRAIN PLAN bp JAMES M. MONTGOMERY, INC. PROJECT NO. 3 CONSULTING ENGINEERS, PP 'bar P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. 11 = 1000' DRAWING NO. 12 VERT. 11 = 40' 1 of 1 ra / _ air P. irr rii 0 10 f . . 3 i air 3 ,, ;wzrw..u.,. ....w. «,::. -, w. W 11 20 .._„ , P • lit AO 9 1100 .._. ' 'I r v 7 i its .. oye w... ua... �.. a.« u. w 4. rc wvenv... e... pr.. e. a... a.. a. s.. grmwe,._. u,...- rta ... » - .-- a .• : . w .._,,. w....®.. w .. ... ..... ... 1080 ihr " t _zW Q / Cc Q r 0 O Ira ` Z 1 2 R J Q r O cc U _ z m O z e . -I Q t co 8 8 Pa am 0.025 s Q 1, 104 Iwo x L 730 IP TYPE RCP fi r :- ..... .... SIZ =€ H9' } Ais i bt aw San Bernardino County FLOOD CONTROL DISTRICT Pk #" COMPREHENSIVE STORM DRAIN PLAN be JAMES M. MONTGOMERY, 1i" CONSULTING ENGINEERS, INC. PROJECT NO. 3 - 316 L. P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. 1' = 1000` DRAWING NO. 12 - 86 VERT. 1 = 40' 1 of 1 6r Pi Po 0 10 20 30 40 at , t � � ■ I I } { IMP 3 s 3 i 1120 a .. �.._ iir 11001- - - _, ._. ._. . IA+ , .._ .... _.... .. . .. ... �......._.. _....., . _ .._ .+' .. . i err ; / 1080 . it 1060 4.- . a g 9. m C7 ui am > z a Pi CC> O o< ui z so, z w > 0 CC illm o1- o a a 0 2 U z U 0 < m O0 a a `r C 0 0 cv co Pil 0 M + ilia *' co PI S 0.008 0.023 Imo Q 10 129 70 L 1320 2540 TYPE RCP RCP SIZE 51" ,. ... 36" Pm iir San Bernardino County la FLOOD CONTROL DISTRICT iro COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, PROJECT NO. 3 -3I7 00• CONSULTING ENGINEERS, INC. P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109 -7009 DATE HORIZ. 1 = 1000' DRAWING NO. 12 - 86 VERT. 1' = 40` 1 of 1 imp om DESCRIPTION QUANTITY UNIT UNIT COST 01„ PRICE le LINE I1 Om Itr 84" R.C.P. 780 L.F. $ 268.00 $ 209,040 54" R.C.P. 2,220 L.F. 144.00 319,680 r"' 36" R.C.P. 3,600 L.F. 108.00 388,800 ii Manhole (Type 2) 1 EACH 3,519.00 3,519 X11 Manhole (Type 2) 1 EACH 3,078.00 3,078 m Manhole (Type 2) 5 EACH 2,487.00 12,435 Manhole (Type 2) 1 EACH 2,267.00 2,267 Manhole (Type 2) 9 EACH 2,101.00 18,909 Ilw Pavement Resurfacing 131,550 S.F. 1.50 197,325 I" Line I1 Subtotal $1,155,100 ime 20% Contingency 231,000 A Total Line I1 $1,386,100 iri LINE I2 im. 48" R.C.P. 730 L.F. $ 135.00 $ 98,550 42" R.C.P. 2,220 L.F. 123.00 273,060 i ,,,, 36" R.C.P. 1,660 L.F. 108.00 179,280 36" R.C.P. 560 L.F. 108.00 60,480 iw Manhole (Type 2) 1 EACH 2,286.00 2,286 o"" Manhole (Type 2) 1 EACH 2,213.00 2,213 i„I Manhole (Type 2) 5 EACH 2,138.00 10,690 Manhole (Type 2) 1 EACH 2,138.00 21,380 P Manhole (Type 2) 6 EACH 2,101.00 12,606 Pavement Resurfacing 84,910 S.F. 1.50 127,365 Line I2 Subtotal $ 787,900 illw 20% Contingency 157,600 011. lrr Total Line I2 $ 945,500 Pm it On San Bernardino County FLOOD CONTROL DISTRICT P COMPREHENSIVE STORM DRAIN PLAN iiii JAMES M. MONTGOMERY, CONSULTING ENGINEERS, INC. PROJECT NO. 3 - I SERIES 1rr P.O. BOX 7009. 250 N. MADISON AVE., PASADENA. CA 91109-7009 DATE DRAWING NO. DEC 1986 COST ESTIMATE 1 of 3 `. ow rr 1 DESCRIPTION QUANTITY UNIT UNIT COST PRICE imp LINE I3 Pot 72" R.C.P. 1,220 L.F. $ 199.00 $ 242,780 il "" 84" R.C.P. 1,260 L.F. 263.00 331,380 66" R.C.P. 2,540 L.F. 161.00 408,940 "'" 75" R.C.P. 1,390 L.F. 217.00 301,630 kw 45" R.C.P. 1,260 L.F. 128.00 161,280 P. 39" R.C.P. 1,900 L.F. 116.00 220,400 err Manhole (Type 2) 2 EACH 3,005.00 6,010 Manhole (Type 2) 1 EACH 3,226.00 3,226 oo Manhole (Type 2) 2 EACH 3,519.00 7,038 kw Manhole (Type 2) 1 EACH 3,224.00 3,224 Manhole (Type 2) 6 EACH 2,857.00 17,142 ?" Manhole (Type 2) 1 EACH 2,986.00 2,986 iw Manhole (Type 2) 2 EACH 3,170.00 6,340 FP Manhole (Type 2) 1 EACH 2,801.00 2,801 Manhole (Type 2) 2 EACH 2,213.00 4,426 Ii Manhole (Type 2) 1 EACH 2,138.00 2,138 "' Manhole (Type 2) 5 EACH 2,138.00 23,690 k Pavement Resurfacing 225,653 S.F. 1.50 338,480 P ., Line I3 Subtotal $2,083,900 iii" 20% Contingency 416,800 "o Total Line 13 $2,500,700 i". • + "" LINE I4 k. 36" R.C.P. 2,630 L.F. 108.00 284,040 .,,, Manhole (Type 2) 7 EACH 2,101.00 14,707 Pavement Resurfacing 44,710 S.F. 1.50 67,065 Line I4 Subtotal $ 365,800 Po tio 20% Contingency 73,160 P ,,, Total Line I4 $ 439,000 Ow P IN San Bernardino County FLOOD CONTROL DISTRICT Pa to STORM DRAIN PLAN JAMES M. MONTGOMERY, PROJECT NO. Iwo CONSULTING ENGINEERS, INC. 3 - I SERIES ilIM P.O. BOX 7009, 250 N. MADISON AVE., PASADENA. CA 91109-7009 DATE DRAWING NO. DEC 1986 COST ESTIMATE 2 of 3 it In DESCRIPTION QUANTITY UNIT UNIT COST AI PRICE illy LINE I5 Po 39" R.C.P. 1,200 L.F. 116.00 139,200 sr Manhole (Type 2) 3 EACH 2,138.00 6,414 Pavement Resurfacing 21,300 S.F. 1.50 31,950 on ilk„ Line I5 Subtotal $ 177,600 al 20% Contingency 35,500 irr Total Line 15 $ 213,100 Pm LINE I6 Itch 39" R.C.P. 730 L.F. 116.00 84,640 fie Manhole (Type 2) 2 EACH 2,138.00 4,276 ibi Pavement Resurfacing 12,958 S.F. 1.50 19,436 P ,, Line I6 Subtotal $ 108,400 iro 20% Contingency 21,700 mil Total Line 16 $ 130,100 LINE I7 illi 51" R.C.P. 1,320 L.F. 138.00 182,220 I '" 36" R.C.P. 2,540 L.F. 108.00 274,320 Manhole (Type 2) 3 EACH 2,414.00 7,242 il"" Manhole (Type 2) 7 EACH 2,101.00 14,707 awl Pavement Resurfacing 70,570 S.F. 1.50 105,900 r Line I7 Subtotal $ 584,400 20% Contingency 116,900 Po iw Total Line I7 $ 701,300 r to Total Line I Series $6,315,800 In to San Bernardino County iati FLOOD CONTROL DISTRICT Pa tor COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, PROJECT NO. CONSULTING ENGINEERS, INC. • 3 - I SERIES Irr' P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE DRAWING NO. DEC 1986 COST ESTIMATE 3 of 3 two Pi - � -4p1 ,. ' III' 1± **1 -1 ';' . 4 -- '' - '1" ' . , .„- . I— 7' .: 4 hi ‘ 0. ,. I ' _,, - � _ - -- - iii � � �® ,.. .....: . , iii . \ t ** ,.:. ,--: � ` � � ®® CMG ' . ' :',*" : u, 111111111['ilivk '\,,; quip,mhzer-Til.1.4 - ( 4 ' 4 I Mlle illi 2300 2000W 1600 !1 Ir�✓111111* ... 110.0 a IN{� PI r y a 1 ' � T� . . i �M . i iw < M..I..,.1 l � FAA '' s wt Pk a 1. A., �ysu� �8 F ri r-a� iiir i T I -t17, I i 11 _, �,' Ir! 71l�� 1 " 11.11 ftlij 'ill ' F., ki „,771,.17,.,9„,-,--{1.0 re U --rn � C . 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' 5-"'4„,,..---- PP IIIIIMIllMIM• DRAIN SHOWN ELSEWHERE San Bernardino County ali EIE BASIN SHOWN ELSEWHERE FLOOD CONTROL DISTRICT MI JAMES M. MONTGOMERY, COMPREHENSIVE STORM DRAIN PLAN kie CONSULTING ENGINEERS, INC. PROJECT NO. 3 J SERIES P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA. 91109-7009 DATE DRAWING NO ito 1 2 - 8 6 1 "= 1 000 ' 1 of 2 Poi too Ps i bi - . , .,,,,. ,, „ , ,, ,-,. „ ..., ,,,,?:0 ''''''" --"*•• -"" ' - ',,;„ , :4 1, .:.'w k - sw - , ', - - ''''''''''''4...... ;$,'':‘ ",-, , „, 0 , ,.../0 1-19 ' ' , 1' ., e .,-t ' ” 'r ...., y (,.,! are '' " ' - • - ,‘, - _ ' ' 'CIP Rifir: ; .; , i:?• f ' : \ ' . ,e• .., LU, 1 CL ,• . * -,"' CC' ' A ,,,., , 0 . 5 fi < . - NBONIIIIIRIIII ' < • ,., ., . 1 /.'- limo . - ' 6 -..e• ''' 111 ,-,- (/), Lli 1 / 1 " ri Iri........,.... < 1 .4 '. — 1 ..:.i 4 pm III ■ it N 41 , ‘....... 040 II ii. e., • . 36" 36" ? , ; P. , , 4 8 ' ' '' . 4 4-,4:/ ' ' I 'd ' • , CD s= , e ,, - ;,.!,,-, ..*-,,,,,, > " ,. ,- ,,, -, /s3 ) - ', 0 , 0 e,, . . 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CO CO CO CO C, V V CD J r Z u j LLI Iwo a a Q a la !^ J c O err O� Z w J Q O ¢ I" Fc rlr to O 0 0 0 0 ti r- o o to I" + + + + + CO rl 0 CO . N N i re - ♦ 0.010 �,. 0.011 0.011 0.024 Q008 � ....... , .. ,.... . w...... _ ....- ., .. ,�..,, .. ,,.., r � ...._,.,..._...,.� Q10 -. • „ 159 112 , 78 53 30 L 650 725 600 425 400 . . . . r TYPE RCP RCP RCP RCP RCP SIZE ,, 51 " 45" 39" 36" 36" r ire pis kw San Bernardino County FLOOD CONTROL DISTRICT pm iii COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, PROJECT NO. 3 - 3J1 CONSULTING ENGINEERS, INC. im P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORI2. r = 1000' DRAWING NO. 12 - 86 VERT. 1' = 40' 1 of 1 No E , E , 0 10 20 30 40 50 1040; 1020 00000000..... , C . 1000: / f z ! . 980 i.: .. _ E , 9 60 1 / , • € /' 940 k _. 1 . _ . . ii. . ,_ -J 00 W CO Z C9 Z < U Z III 1.1.1 Q J CC O Z W O O Q -4 J CC C 10 1. h to O E 0 ~ + + + 4 0 N M M S 0.036 0.017 _ � � 0.02 � � -.. ...,..._.. ., .,...,.. Q10? 205 140 50 L 2375 700 900 E TYPE RCP RCP RCP SIZE = 45" 45" 45" San Bernardino County FLOOD CONTROL DISTRICT C COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, PROJECT N0. - 3J2 CONSULTING ENGINEERS, INC. P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HORIZ. 1" = 1000' DRAWING NO. 12 - VERT. la = 40' 1 of 1 : / E , 0 10 20 30 40 50 60 E 1000..,.. —. ... . . .... C , , . 980 _ ° i s 960 lig° ` ' • e I 940 I _....... i _ I 920 .�:a_�..�......__..._.,a . ...._.:'.�....,_,<,.._.....� .,.,.,� .......... ._w:. .._..... -'.. ...: , ..... ...... 6 in 03 C Ca C'3 C7 CO C7 C7 0 C7 0 CO *CI CO o a a a I-- 1- -j Li Z Q < = Z W E U M zo o z cc J W E -a o to in In 0 '0 .- N N 0 10 N N + + 4' + + + + + + - in co NI. to r O 0 r r N N N CO I S ; 0.012 0.014 0.014 0.014 05 0.021 0.005 0.017 C Q10' 243 221 204 176 165 121 63 34 L 1 1050 725 350 400 275 650 1075 600 TYPE' RCP RCP RCP RCP RCF RCP RCP RCP SIZE L 57" 54" 54" 51" 48" 42" 42" 36" E San Bernardino County FLOOD CONTROL DISTRICT COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, CONSULTING ENGINEERS, INC. PROJECT NO. 3 - 3J3 P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109 -7009 DATE HORIZ. 1" = 1000` DRAWING NO. 12 - 86 VERT. 1" = 40` 1 of 1 L c 0 10 20 30 .. [ 1 i p C 1 . 1000. ��... ... �_....... / . C 980 * ' • 960 i . C 940. 920 �_.�..�._�. __. — ,....: .. -- � �.....,.....a.a..,.. .... _� _ ..w..�....... , .; ..... .... .w,.�. a , m . C7 . iii _, C Z Q a > > (1) W Q U Z 1 = W C M a a o >. a. z Q z w a, QO C m w to 0 o o N + + + + + o c0 7 S 0.0275 0.0276 0.0183 , ..� ..� ...... ,.�..�.. ,...�_ y...... _.".. <� .. M�.....,rM..,...�...,�..�..� Q1O L 174 85 48 L I 800 725 575 TYPE RCP RCP RCP SIZE 45" 36" 36" San Bernardino County FLOOD CONTROL DISTRICT COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, PROJECT NO. 3 - 3J4 E CONSULTING ENGINEERS, INC. P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109 -7009 DATE HORIZ. 1" = 1000' DRAWINO NO. 12 - 86 VERT. 1" = 40' 1 of 1 �.I L 0 10 20 , 1000 .. , k 980 ,W�,..m_ „���.a.W _�, ._. w..... �.. .�.�,.»�...�.,,��.._..�,�..�..� ��..x�.,..,r.,.,..,_�,. .�..w .. w� it i ........ ,. .. ... . . -. ... ...... _ ... .. .._ 960 _ ._ , __: _ .,. ,__� _.., ._._. , _.. § � r f • 940 ! ....------...--.4.... ' .. —..:—.....-........i..---4,---- , .. ..,4._.. ,„„„.,. ,....., . ,.,,.. m 0 s” w L > a.,.. a Z w [ a ? a J 1- Z Z iwi co 0 8 N + r + ( it 0 CO II- S 0.022 0.011 Q10_ 122 90 L 625 725 S TYPE , RCP RCP 4 SIZE ,, .� .., 42" NW .. �..,.,..., . PO r r its San Bernardino County FLOOD CONTROL DISTRICT pp COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, PROJECT NO. 3 -3J5 CONSULTING ENGINEERS, INC. i ii P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109 -7009 DATE HORIZ. 1' = 1000' DRAWING NO. 12 -86 VERT. 1' = 40' 1 of 1 " , ii. r .6. . r 0 10 20 30 40 50 ''''''' I ; 4- _ _ _ r i l ... , 94O / , , f _ 4/ , , ,.., j 900 -.1.• 0 J I ' 1 i t ■ 00' , _ ill" J L - - .-.P m m u j pa 0 0 > iii 0 < < w O cc : Cc < < 0 M < co UJ Z Z 0 r 2 z c0 Iwo < 5 m -3 PI < 0 0 0 0 14 0 0 0 IO r■ rill + CV CO 14) CV 6 0 r- 1••• C•I CO S 0.014 0.014 0.012 0.042 1 ii• Q10 i 281 243 164 124 L I 1200 600 750 725 [ TYPE RCP RCP RCP RCP j SIZE 60' 57' 51" 36' ') so libe .r. , San Bernardino County FLOOD CONTROL DISTRICT COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, CONSULTING ENGINEERS, INC. PROJECT NO. 3 1110' P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE HOW. 1' = 1000' DRAWING NO. 12 VERT. 1' = 40' 1 of 1 illi rm t DESCRIPTION QUANTITY UNIT UNIT COST PRICE it LINE J1 timo 51" R.C.P. 650 L.F. $ 138.00 $ 89,700 45" R.C.P. 725 L.F. 128.00 92,800 i"' 39" R.C.P. 600 L.F. 116.00 69,600 rr 36" R.C.P. 425 L.F. 108.00 45,900 „ 36" R.C.P. 400 L.F. 108.00 43,200 ir Manhole (Type 2) 1 EACH 2,414.00 2,414 Manhole (Type 2) 1 EACH 2,340.00 2,340 Manhole (Type 2) 1 EACH 2,213.00 2,213 iv Manhole (Type 2) 1 EACH 2,138.00 2,138 Manhole (Type 2) 1 EACH 2,138.00 2,138 IIR Manhole (Type 2) 1 EACH 2,138.00 2,138 LK Manhole (Type 2) 3 EACH 2,101.00 6,303 Pavement Resurfacing 52,119 S.F. 1.50 78,178 F �r Line J1 Subtotal $ 439,100 t: 20% Contingency 87,800 Total Line J1 $ 526,900 LINE J2 0" 45" R.C.P. 2,375 L.F. $ 128.00 $ 304,000 ilia 45" R.C.P. 700 L.F. 128.00 89,600 45" R.C.P. 900 L.F. 128.00 115,200 r Manhole (Type 2) 10 EACH 2,213.00 22,130 Pavement Resurfacing 76,519 S.F. 1.50 114,779 Line J2 Subtotal $ 645,700 0r 20% Contingency 129,100 :: Total Line J2 $ 774,800 t r San Bernardino County irt FLOOD CONTROL DISTRICT COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, PROJECT NO. CONSULTING ENGINEERS, INC. 3 - J SERIES P.O. BOX 7009, 250 N. MADISON AVE., PASADENA. CA 91109 -7009 DATE DRAWING NO. DEC 1986 COST ESTIMATE 1 of 4 for Pim DESCRIPTION QUANTITY UNIT UNIT COST PRICE r ii LINE J3 OP 57" R.C.P. 1,050 L.F. $ 150.00 $ 157,500 lr 54" R.C.P. 725 L.F. 144.00 104,400 54" R.C.P. 350 L.F. 144.00 50,400 OfA 51" R.C.P. 400 L.F. 138.00 55,200 ime 48" R.C.P. 275 L.F. 135.00 37,125 42" R.C.P. 650 L.F. 123.00 79,950 42" R.C.P. 1075 L.F. 123.00 132,225 tier 36" R.C.P. 600 L.F. 108.00 64,800 r Manhole (Type 2) 2 EACH 2,562.00 5,124 it* Manhole (Type 2) 1 EACH 2,525.00 2,525 Manhole (Type 2) 2 EACH 2,487.00 4,974 sr Manhole (Type 2) 1 EACH 2,450.00 2,450 Lie Manhole (Type 2) 1 EACH 2,377.00 2,377 Manhole (Type 2) 1 EACH 2,213.00 2,213 t: Manhole (Type 2) 4 EACH 2,138.00 8,552 Manhole (Type 2) 1 EACH 2,138.00 2,138 ri Manhole (Type 2) 2 EACH 2,101.00 4,202 Pavement Resurfacing 102,388 S.F. 1.50 153,582 Line J3 Subtotal $ 869,700 r ern 20% Contingency 173,900 I. Total Line J3 $1,043,600 iii Om ill IP iir 0" San Bernardino County FLOOD CONTROL DISTRICT COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, PROJECT NO. 3 - J SERIES •• CONSULTING ENGINEERS, INC. 1111 P.O. BOX 7009. 250 N. MADISON AVE.. PASADENA. CA 91109 -7009 DATE DRAWING NO. DEC 1986 COST ESTIMATE 2 of 4 r r . a f DESCRIPTION QUANTITY UNIT UNIT COST PRICE L LINE J4 tr 45" R.C.P. 800 L.F. 128.00 102,400 36" R.C.P. 725 L.F. 108.00 78,300 36" R.C.P. 575 L.F. 108.00 62,100 P Manhole (Type 2) 1 EACH 2,213.00 2,213 ir Manhole (Type 2) 1 EACH 2,138.00 2,138 P Manhole (Type 2) 4 EACH 2,101.00 8,404 lir Pavement Resurfacing 37,500 S.F. 1.50 56,250 Line J4 Subtotal $ 311,800 ilk 20% Contingency 62,400 '"' Total Line J4 $ 374,200 I mo LINE J5 PO iis 42" R.C.P. 625 L.F. 123.00 76,875 42" R.C.P. 725 L.F. 123.00 89,175 Manhole (Type 2) 4 EACH 2,138.00 8,552 Pavement Resurfacing 24,975 S.F. 1.50 37,463 Imp Line J5 Subtotal $ 212,100 rm 20% Contingency 42,400 tw Total Line J5 $ 254,500 pm W r it 4 " imp fx ti. r I. L San Bernardino County FLOOD CONTROL DISTRICT Po COMPREHENSIVE STORM DRAIN PLAN JAMES M. MONTGOMERY, Pi CONSULTING ENGINEERS, INC. PROJECT NO. 3 - J SERIES me P.O. BOX 7009. 250 N. MADISON AVE.. PASADENA. CA 91109 -7009 DATE DRAWING NO. DEC 1986 COST ESTIMATE 3 of 4 von he DESCRIPTION QUANTITY UNIT UNIT COST Ps PRICE it LINE J6 Pli 60" R.C.P. 1,200 L.F. 159.00 190,800 we 57" R.C.P. 600 L.F. 150.00 90,000 51" R.C.P. 750 L.F. 138.00 103,500 I" 36" R.C.P. 725 L.F. 108.00 78,300 iW Manhole (Type 2) 2 EACH 2,635.00 5,270 111r Manhole (Type 2) 1 EACH 2,598.00 2,598 Manhole (Type 2) 1 EACH 2,562.00 2,562 Ito Manhole (Type 2) 1 EACH 2,487.00 2,487 Manhole (Type 2) 1 EACH 2,414.00 2,414 iw Manhole (Type 2) 1 EACH 2,230.00 2,230 Manhole (Type 2) 2 EACH 2,101.00 4,202 PR Pavement Resurfacing 68,838 S.F. 1.50 103,257 IIg Line J6 Subtotal $ 587,600 P 20% Contingency 117,500 err Total Line J6 $ 605,100 PR I im Total J Series $3,579,100 r P* Y r i. ire i P San Bernardino County FLOOD CONTROL DISTRICT COMPREHENSIVE STORM DRAIN PLAN Ail JAMES M. MONTGOMERY, CONSULTING ENGINEERS, INC. PROJECT NO. 3 -3 J SERIES P.O. BOX 7009, 250 N. MADISON AVE., PASADENA, CA 91109-7009 DATE DRAWING NO. DEC 1986 COST ESTIMATE 4 of 4 lbw Lr is APPENDIX A ABBREVIATIONS AND DEFINITIONS lie Pim Q10 Denotes 10 -year return interval storm discharge in c.f.s. err Q Denotes 25 -year return interval storm discharge in c.f.s. Q100 Denotes 100 -year return interval storm discharge in c.f.s. it n Manning's roughness value Z Channel side slope value, horizontal to vertical IMF L Length in feet �r S Channel bed slope �• D Depth TP Turn point GB Grade break f�rr ( ") or IN. Inches (') or FT. Feet �.. L.F. Linear feet S.F Square feet po C.Y. Cubic yards C.F.S., CFS Cubic feet per second F.P.S., FPS Feet per second T.C.C., TCC Trapezoidal concrete channel R.C.C., RCC Reinforced concrete channel '' R.C.B.. RCB Reinforced concrete box iir R.C.P.. RCP Reinforced concrete pipe o , A- I kir r rem • it Appendix A Pit Not C.M. P., CMP Corregated metal pipe C.M.P.A, CMPA Corregated metal pipe arch C.S.P., CSP Corregated spiral pipe vik C.S.P.A, CSPA Corregated spiral pipe arch ithr V.C.P., VCP Vitrified clay pipe A.C. Asphalt concrete ATSF Atchison, Topeka and Santa Fe Railroad rr. PER Pacific Electric Railroad SPRR Southern Pacific Railroad big RR Railroad X -ing Crossing U/S Upstream D/S Downstream ENR Engineering News Record tit JMM James M. Montgomery, Consulting Engineers, Inc. �rrr District San Bernardino County Flood Control District e' Hydrology Manual San Bernardino County Hydrology Manual, May 1983 .. Hydraulics Design Manual, Hydraulics, Los Angeles County Flood �,. Manual Control District, March 1982 Imo ti. Po PO ri" A -2 lo* +►r tlrr City of Rialto California .�fFOQ June 11, 1987 two Lewis S. Neeb Department of Transportation /Flood Control/ le Airports 825 East Third Street 11" San Bernardino, CA 92415 -0835 it Re: Rialto C.S.O.P. Project 3 -3 Dear Mr. Neeb: As requested in your letter of May 4, 1987, the City of Rialto submits the following comments on Volume 1 & 2 of the Draft Rialto Comprehensive Storm imp Drain Plan, Volume 1: SERIES 3 -3 8: Show street names an both Plan and Profile views. low SERIES 3 -3 C: Does the number shown on plan view between Alder & Locust I . 0 Avenues (7.0 -7.5) represent depth or channel bottom width. is Provide street names on profile view. The 0 shown is for e 10 year storm or 25 year storm, please call out as they Pm did in the A & 8 Series. iher SERIES 3 -3 0: Show street names on plan view of index. Pm r„ SERIES 3 -3 E: Show street names on Plan View and Profile View E1 -E10. SERIES 3 -3 F: Does the numbers show on the plan a 6.0; 8.5' represent depth or channel bottom width (show both and delineate on profile view). Show street name on profile sheet. SERIES 3 -3 G: Profile view, show street names. it SERIES 3 -3 H: Show street names on plan view. H 8 should be an existing 45" line installed by the City of Rialto and S.B.C.F.C.D. from I -10 freeway to northerly of Valley Blvd. show street names on profile views. Pin • Pm 610 B -1(a) 820 -2530 VIMWM fir P" JYr P" SERIES 3 -3 I: Show street names on plan views. Line 13 was to tie to Line 16. Line 16 would be a 45" R.C.P. Pe extending to Randall Avenue. he If you should have any questions regarding the above, please contact the udnersioned. err r Sincerely. r im Renato F. Ranoa Director of Public Wor s Clayton C. Cabrinha Associate Civil Engineer imo s r it tar P" irr Pm it tr. ivr mm fir► it Pm bos Pm B -1(b) ar • ' t • 1 : amity of Fontana ,N ` ;j2' Hay 29 1987 •" File: San Bernardino County is Department of Transportation/ Flood Control a* San Bernardino County Department of Transportation /Flood Control be 825 East Third Street San Bernardino, CA 92415 P 1rr Attention: Lewis S. Neeb, P.B. Etiwanda /San Sevaine Project Manager Pm Subject: Rialto C.S.D.P. Project 3 -3 w• This office has reviewed Draft Copy Number 4 of the Rialto Comprehensive Storm Drain Plan, Project 3 -3. The following comments relate to minor details found: Pot 1. Figure 5 -1, sheet 2 of 3: Foothill Boulevard Drain Line E ter and East Fontana Drain Line F, labels placed incorrectly. pm 2. Some street names on Profile Drawings are missing (see line F for example). es 3. Line F, at street crossings, regarding jacking under rail- - Ow road tracks for deepening of domestic sewer mains, is this included in the costs? Channel width and channel side r slopes should be shown on plan sheets. 4. Page 6 -9: Street Paving: What depth is being used? It p,,, should be specified. 5. Randall Drain, east of Linden: Its size and characteristics should be shown on related sheets. Pr 6. Line E. Foothill Boulevard Drain: Is there any recommenda- tion at this time to the local agencies for reserving storm P"' drain easements for the layout y proposed? tee 7. Baseline Road Drain area should extend to Sierra Avenue to account for Walnut Village Specific Plan drainage area. OFR Show drain on Mango Avenue. fte s •k £ JUN - ? 1987 g . ar[ � � MA j cR sit ,rx • '!+T'U' 2aL4"ei ■:.I.S 114► 150•• t =• • B -2 (a) -Pm • r Lewis S. Neeb, P.E. May 29, 1987 Page 2 Prr Thanks for your attention to these suggestions. on Robert Schoenborn, P.E. Maintenance /Engineering Services Agency Director L4r0 14; /° By: Felipe Molinos Ad Senior Engineering Services Assistant RS:FM:sc Ad Ogo air 610 dm lot loa ire moo do irr FA irr B Ab P"' i Department: Public Works k i 0 Phone No.: 370 -5066 May 29, 1987 : Department of Transportation, Flood :I Control, Airports 825 East Third Street San Bernardino, CA 92415 -0835 Attention: Lewis Neeb, P.E. " Re: Rialto, CSDP Project 3 -3 Dear Mr. Neeb: I have reviewed the subject tbntgomery. Report with special reference to facilities in the Colton area. The plan appears to meet the earlier concerns of our city. I made no effort to check data in detail or correct any typographical or other minor deficiencies often found in drafts. The study seems well organized, clear and orderly presented. It should be a useful tool in planning and constructing drainage facilities in the area covered by the report. ii I would like to discuss the report with Colton Public Works Director before providing any final comment. Mr. Hutton is out of his office !"e until June 8. ilif Very truly yours, Ir iro C2*•440(1=s094-e-es-o,") P. Glenn Wilson, P.E City Engineer ime GW /mdm S\ ��. i w Ter cc: John C. Hutton, Public Works Director d AJ . JUN - 51987b.- FROJEC:I MANAGLR , -. /T. -PN tat lig CITY OF COLTON CIVIC CENTER • 650 N. LA CADENA DRIVE • COLTON, CALIFORNIA 92324 rrr OMR ilrr oft 1r APPENDIX C CACTUS BASIN PARK - ALTERNATIVES A Rialto Area Park was considered with several alternative Cactus Basin plans for compatibility of park and recreational activities with District flood control and water conservation usage. The area considered for the park was the 180 acre Cactus a ,. Basin property located north of Baseline Road and west of Cactus Avenue. A previous park plan for the area developed by the City of Rialto was considered. This plan was developed by the City in a grant application to the National Park Service, entitled "Rialto Regional -Urban Area Park" Project 1983. The park play in the application utilized the District's existing detention basin area located at the southeasterly portion of the property, with park and recreational activities in the remaining portion. This activity included a permanent lake facility for fishing and paddle boats, permanent and seasonal stream beds, an amphitheater, a visitor /center /museum, parking areas, restrooms, hiking and bicycling trails, urban forest areas, and picnic areas. Grant monies for the park were never obtained. ,p„ Two alternative basin plans were considered. They were: `on Alternative 1 - The complete utilization of the Cactus Basin area with flood detention facilities thereby limiting the park - recreational use to periods of no storm run -off. Alternative 2 - The utilization of the existing Cactus Basins (the two lower .• detention basins located south of Baseline Road and west of Cactus Avenue and lug the existing upper detention basin) making the remaining area (approximately 90 acres) available for park - recreational use by the City. The analysis of the two alternatives was included in a report entitled, "Cactus Basins - Alternatives Evaluation, May 1986 ", with an addendum thereto dated July 1986. After careful evaluation of the two alternatives together with consultations *"" with City and District staffs, it was concluded that the most compatible and cost- ,,. effective plan would be a modification of Alternative 1. This modified Alternative 1 would provide a 15 -acre site located at the southwest corner of the basin property. In addition, it was concluded that adjacent excavated taw basin areas would be utilized for active park- recreational activities when not used for flood control -water conservation purposes. The use of the excavated basin area 'would include such purposes as football, soccer. baseball. and other sports activities. Access to the basin areas would be provided by an access ramp. An .. option to the modified alternative would include the use of the perimeter �+ C -1 alli Cactus Basin Park - Alternatives maintainance access roads for walking, jogging, and cycling when not in conflict with District activities. The detailed park- recreational plan for the 15 acre site and adjacent basins are to be developed in the future. Figure C -1 shows a schematic plan of the modified alternative. le tat in PIM +r. rim "�"" C -2 0 0 v Z Q J o Y d 1- N CC r O a f- U 2 ev----It z Q j \ U Z W CO O w Q CC D w cc > CO W U J 2 cn o I - CO ¢ Lt_ w a. 1 U v 1 ¢ 1 1 U ¢ ...................... r VOU � � I1 ; -----„,,,,,\ CC Ai - Z O d ¢ CL ¢ w D n. j� o o ¢ N W O Y O w 2 - > U _ � Z F- Z U U --I d °- Z <r cn ' O I-- W 0 J F- O /^ ) \( V M U Z cc I— g Y a J_ O ¢ cc cn W J a ¢ n- CC n. ¢ II 7 ~ m U Z cn w - 6 1 U ¢ U U CO 1- ¢ 0 W Q w c Z !r p Q CC ¢ W .-, O , [ !L > f. C O U Q �'h v) W W I- F- w U O ed t A a cC D oE • ¢ CD n. d Q'h a� ZE A A ) /\ ..] >"-- 1::: 'O > A EL " I " o • H b (..I #1 1 o � W ; �� F , 3 Q c �' C.) :74 .c o . w on o -I C Z 04'aa) tz W O O U O c o o ,