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HomeMy WebLinkAboutRevised Street Improvement Pavement� 1" Del Z r as .$pl E+gimvi9 aitl L*l ma Te%•�npian Gtl'a+• fttxwin TaglN EnGEN Corporation roOMWM *,A m � �1� s;t ENVIRONMENTAL & GEOTECHNICAL ENGINEERING NETWORK January 31, 2001 MS Temecula II, LLC c/o Gafcon, Inc. 701 B Street, Suite 1200 San Diego, California 92101 (619) 231-6100 / FAX (619) 231-6995 Attention: Mr. Don Kramer IVE® JAN 3 1 2001 CITY OF TEMECULA Regarding: "REVISED" STREET IMPROVEMENT PAVEMENT DESIGN RECOMMENDATIONS WINCHESTER ROAD AND DENDY PARKWAY Scott's Manufacturing Facility Lots 3,4,5,8 and 9 of Tract 28657 Winchester Road and Remington Avenue City of Temecula, County of Riverside, California Project Number: T2133 -C References: 1. HLC Civil Engineering, Parcel Map 28657 Street Improvement Plans, sheets ST -2, ST -3, ST -4, plans dated January 4, 1999. 2. EnGEN Corporation, Updated Geotechnical Study, Proposed Structure (Scotts Manufacturing Facility), Parcels 3, 4, 5, 8, and 9 of Tract 28657, Winchester Road and Remington, City of Temecula, County of Riverside, California, Project Number: T2133-UGS, August 9, 2000. Dear Mr. Kramer: In accordance with your request, EnGEN Corporation has conducted R -Value testing of the subgrade soils proposed for the street improvements on Winchester Road and Dendy Parkway at the above referenced site. The recommended pavement design is based on R -Value test results from samples of subgrade material obtained by a representative of EnGEN Corporation on September 18, 2000 and September 20, 2000, from locations designated during field operations and review of the referenced grading plan in proposed pavement areas. The results of the R -Value tests indicate a9[me antl{8H ' - 4 .+sa ws?��u'�moamna�ana¢o,,gnnere ' �_-„�.,-- i �}��tlanss��ma>n6aemrs�m��uSLcE���o��gas�dffin6fi�'suns�3m5}£se8aioa • • MS Temecula It, LLC Project Number: T2133 -C January 2001 Page 2 R -Values ranging from 36 to 60. The R -Value tests were performed in general accordance with California Test Method 301 procedures. Two soil types were encountered on the site, Pauba Formation Bedrock and engineered fill. Bedrock was encountered on Winchester Road between Remington Avenue and Dendy Parkway (Sta. 40+09 to- Sta. 46+75), and on Dendy Parkway from Sta. 10+00 to Sta. 20+50 (approximately). The bedrock was found to have an R - Value of 60. Engineered fill was encountered on Dendy Parkway from Sta. 20+50 to Sta. 28+75. (approximately), the fill was found to have an R -Value of 36. The test results are attached. A Traffic Index (TI) of 10 was used for the pavement design. The recommended pavement cortinnc arp ns follows: Area R -Value Traffic Index Recommended Section Winchester 60 10** 5.5 -inches** Asphalt Concrete over 12.0** - Road, Dendy inches Crushed Aggregate Base. Parkway Aggregate Base to be placed on properly prepared subgrade. Sta. 10+00 to Sta. 20+50 36 10** 5.5 -inches** Asphalt Concrete over 13.5- Dendy inches Crushed Aggregate Base. Parkway Aggregate Base to be placed on properly Sta. 20+50 prepared subgrade. Sta. 28+75 "City of Temecula minimum standard. Asphalt concrete pavement materials should be as specified in Sections 203-6 of the Standard Specifications for Public Works Construction (Green Book) or an approved equivalent. Aggregate base should conform to 3/4 -inch crushed aggregate base as specified in Section 200-2.2 of Standard Specifications for Public Works Construction (Green Book) or an approved equivalent. To properly prepare the subgrade, the soil should be recompacted to a minimum 90 percent relative compaction, to a minimum depth of 12 -inches below finish subgrade elevation. The aggregate base material should be compacted to at least 95 percent relative compaction. Maximum dry density and optimum moisture content for subgrade and aggregate base materials should be determined according to ASTM D1557-91 (98) procedures. If pavement subgrade soils are prepared and aggregate base material is not placed immediately, or the aggregate base material is placed and the area is not paved immediately, additional observations and testing will be required prior to placing aggregate base material or asphaltic EnGEN Corporation ;;t C� MS Temecula II, LLC Project Number: T2133 -C January 2001 Page 3 concrete to locate areas that may have been damaged by construction traffic, construction activities, and/or seasonal wetting and drying. This report has been prepared for use by the parties or project named or described above. It may or may not contain sufficient information for other parties or purposes. The findings and recommendations expressed in this report are based on field and laboratory testing performed during the grading operation and on generally accepted engineering practices and principles. No further warranties are implied or expressed beyond the direct representations of this report. The pavement sections presented above are calculated minimum sections and are subject to review and approval by the City of Temecula. Thank you for the opportunity to provide these services. Should you have any questions concerning this submittal, please contact this office, (909) 296-2230, at your convenience. Respectfully submitted, EnGEN Corporation Jason D. Gardner Osbjorn rate , GE 162 Operations Manager Princi I Geotechnical Engineer Exp' s 09-30-01 Distribution: (1) Gafcon, Don Kramer (3) City of Temecula, Department of Public Works Attachments: R -Value Test Data Sheet JDG/OB:rr FILE: EnGEN/Reporting/C/T2133-C MS Temecula II, LLC Revised Pavement Design APPROVED CITY OF TEMECULA I DEPARTMENT OF PUBLIC Wi O nATV- EnGEN Corporation E R -VALUE TEST REPORT 100 80 _........ ._....... 60 a� a 40 _..... ........_ _...:_. 20 _ ,... 'I o 100 200 300 400 500 600 700 800 Exudation Pressure - psi Resistance R -Value and Expansion Pressure - ASTM D 2844 Compact. Expansion Horizontal Sample Exud. R R Density Moist. No. Pressure Pressure Press. psi Height Pressure Value Value pcf % psi ® 160 psi in. psi Corr. psi 1 275 129.0 9.1 7.88 34 2.53 390 70 70 2 250 129.1 9.83.94 70 2.51 218 44 44 3 250 128.0 10.9 0.91 112 2.50 138 22 22 TEST RESULTS MATERIAL DESCRIPTION - SILTY SAND, BROWN R -Value ® 300 Psi exudation pressure = 60 T2133-C Tested by: J.H. Checked by: J.T.O. TS BUILDING Remarks: CHESTER - REMINGTON FDcte:9-2SO-1900 SAMPLE R-1 COLLECTED BY C.M. COLLECTED ON (9/18/00) R -VALUE TEST REPORT Environmental and Geotechnical Engineering Network Corporation Pig No 0 R -VALUE TEST REPORT 100 so., 60 _... v _.. 0 i 20 _ . 0 100 200 300 400 500 600 700 800 Exudation Pressure - psi Resistance R -Value and Expansion Pressure - ASTM D 2844 Compact. Expansion Horizontal Sample Exud. R R Density Moist. No. Pressure Pressure Press. psi Height Pressure Value value pcf % psi ® 160 Psi �n. Psi Corr. psi 1 100E12810.8 5.46 100 2.50 20728 28 2 200 10.3 6.37 83 2.51 317 38 38 3 350 9.9 8.49 60 2.48 I 437 54 54 TEST RESULTS MATERIAL DESCRIPTION SILTY SAND, BROWN R-Volue ® 300 psi exudation pressure = 36 ject No.: T2133 -C Tested by: J.T.O. Checked by: ject: SCOTTS BUILDING Remarks: ation: WINCHESTER - REMINGTON SAMPLE R-3 [Dote: COLLECTED BY C.M. 9-20-1900 COLLECTED ON (9/18/00) R -VALUE TEST REPORT Environmental and Geotechnical Engineering Network Corporation Order No. 1864914 TITLE TO SAID ESTATE OR INTEREST AT THE DATE HEREOF IS VESTED IN: WESTSIDE CITY II LLC THE ESTATE OR INTEREST IN THE LAND HEREINAFTER DESCRIBED OR - REFERRED TO COVERED BY THIS REPORT IS: IN FEE THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF RIVERSIDE, CITY OF TEMECULA AND IS DESCRIBED AS FOLLOWS: TENTATIVE PARCEL MAP NO. 28657 BRING A DIVISION OF THE FOLLOWING: ALL THAT CERTAIN REAL PROPERTY IN THE CITY OF TEMECULA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, BEING A PORTION OF PARCEL 1 AND A PORTION OF PARCEL 2 OF PARCEL MAP NO 4646, AS FILED IN BOOR 6, PAGE 75 OF PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE MOST NORTHERLY CORNER OF SAID PARCEL 2, SAID POINT ALSO BEING A POINT IN THE CENTER LINE OF A RIVER CHANNEL EASEMENT IN FAVOR OF THE COUNTY OF RIVERSIDE, RECORDED SEPTEMBER 13, 1939 IN BOOR'434, PAGE 108 ET SEQ OF OFFICE RECORDS OF SAID COUNTY; THENCE SOUTH 430 58' 46" WEST 1387.89 FEET ALONG THE NORTHWESTERLY LINE OF SAID PARCEL AND THE CENTER LINE OF THAT _CERTAIN ROAD EASEMENT (55.00 FEET WIDE) DEDICATED TO THE COUNTY OF RIVERSIDE RECORDED NOVEMBER 16, 1972, AS INSTRUMENT NO. 152905 OF OFFICIAL RECORDS OF SAID COUNTY, TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 850.00 FEET; THENCE SOUTHWESTERLY 406.14 FEET ALONG SAID CURVE, THROUGH A CENTRAL ANGEL/OF 27° 22' 36", TO THE BEGINNING OF A REVERSE CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 850.00 FEET AND TO WHICH POINT A RADIAL LINE BEARS NORTH 18° 38' 38" WEST; THENCE SOUTHWESTERLY 808.68 FEET ALONG SAID CURVE, THROUGH A CENTRAL ANGEL OF 54° 30' 38", TO THE EASTERLY PROLONGATION OF THE NORTHERLY LINE OF PARCEL 1 OF PARCEL MAP NO. 6861, AS FILED IN BOOR 30, PAGES 75 AND 76 OF PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA; THENCE NORTH 710 43' 48" WEST 92.11 FEET ALONG SAID EASTERLY PROLONGATION, TO THE INTERSECTION OF THE NORTHERLY LINE OF SAID PARCEL 1 WITH THE CENTER LINE OF SAID ROAD EASEMENT (66.00 FEET WIDE), SAID INTERSECTION BEING THE BEGINNING OF A NON -TANGENT CURVE CONCAVE EASTERLY, HAVING A RADIUS OF 450.00 FEET AND TO WHICH POINT A RADIAL LINE BEARS NORTH 71° 43.' 45"; Page 2 Order No. 1864914 5. AN EASEMENT IN FAVOR OF THE PUBLIC OVER ANY PORTION OF THE HEREIN DESCRIBED PROPERTY INCLUDED WITHIN PUBLIC ROADS. 6. AN EASEMENT FOR THE HEREINAFTER SPECIFIC PURPOSE AND INCIDENTAL PURPOSES, IN FAVOR OF COUNTY OF RIVERSIDE, IN INSTRUMENT RECORDED SEPTEMBER 13, 1939 IN BOOK 434 PAGE 108 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. SAID EASEMENT IS FOR RIVER CHANNEL AND BANK PROTECTION WORKS, AND IS LOCATED WITHIN THE NORTHEASTERLY 150.00 FEET OF SAID LAND. 7. THE EFFECT OF A DECLARATION OF DEDICATION DATED NOVEMBER 13, 1972, EXECUTED BY KAISER AETNA, A PARTNERSHIP, PURPORTING TO IRREVOCABLY DEDICATE IN PERPETUITY FOR PUBLIC USE AS EASEMENTS FOR ROAD, SEWER, DRAINAGE AND PUBLIC UTILITY PURPOSES, TOGETHER WITH SLOPE EASEMENT ADJOINING AT A RATIO OF 2 HORIZONTAL TO 1 VERTICAL AND EASEMENTS NECESSARY FOR ROADWAY DRAINAGE FACILITIES, THE PROPERTY DESCRIBED THEREIN, RECORDED NOVEMBER 16, 1972 AS INSTRUMENT NO. 152905 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. THE EFFECT OF A RESOLUTION BY THE RIVERSIDE COUNTY BOARD OF SUPER- VISORS ACCEPTING SAID OFFER OF DEDICATION FOR THE PURPOSE OF VESTING TITLE IN THE COUNTY OF RIVERSIDE ON BEHALF OF THE PUBLIC, BUT NOT AS PART OF THE COUNTY -MAINTAINED ROAD SYSTEM, RECORDED SEPTEMBER 2, 1982 AS INSTRUMENT NO. 153178 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. 8. AN EASEMENT FOR EITHER OR BOTH POLE LINES, CONDUITS OR UNDERGROUND FACILITIES AND INCIDENTAL PURPOSES, IN FAVOR OF SOUTHERN CALIFORNIA EDISON COMPANY, A CORPORATION, IN INSTRUMENT RECORDED JANUARY 9, 1973 AS INSTRUMENT NO. 3490 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, SAID EASEMENT IS DESCRIBED AS FOLLOWS:. ALL STREETS, ROADS, AND HIGHWAYS AS SHOWN ON PARCEL MAP, ON FILE IN BOOK 6 PAGE 75 OF PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. ALSO, VARIOUS STRIPS OF LAND, 20 FEET IN WIDTH, LYING WITHIN ALL THOSE PARCELS BOUNDED ON ONE OR MORE SIDES BY SAID STREETS, ROADS, AND HIGHWAYS; SAID 20 -FOOT STRIPS OF LAND SHALL IN ALL CASES LIE OUTSIDE OF AND BE CONTIGUOUS TO THE EXTERIOR RIGHT OF WAY LINE OF SAID STREETS, ROADS, AND HIGHWAYS. ALSO, VARIOUS STRIPS OF LAND, 12 FEET IN WIDTH, LYING ADJACENT TO THE PERIMETER BOUNDARY LINES OF SAID PARCEL MAP. ALSO, VARIOUS STRIPS OF LAND, 6 FEET IN WIDTH, LYING ADJACENT TO ALL SIDE AND REAR PARCEL LINES IN SAID PARCEL MAP. Page 4 0 Order No. 1864914 9. COVENANTS, CONDITIONS AND RESTRICTIONS IN DOCUMENT RECORDED MAY 30, 1978 AS INSTRUMENT NO. 107693 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, BUT DELETING ANY COVENANTS, CONDITIONS OR RESTRICTIONS INDICATING A PREFERENCE, LIMITATION OR DISCRIMINATION BASED ON RACE, COLOR, RELIGION, SEX, HANDICAP, - FAMILIAL STATUS, OR NATIONAL ORIGIN TO THE EXTENT SUCH COVENANTS, CONDITIONS OR RESTRICTIONS VIOLATE 42 USC 3604(C). A DOCUMENT DECLARING A MODIFICATION OF SAID COVENANTS, CONDITIONS AND RESTRICTIONS WAS RECORDED DECEMBER 5, 1990 AS INSTRUMENT NO. 442772 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. 10. AN EASEMENT FOR THE HEREINAFTER SPECIFIC PURPOSE AND INCIDENTAL PURPOSES, IN FAVOR OF KACOR REALTY, INC., IN INSTRUMENT RECORDED MAY 30, 1978 AS INSTRUMENT NO. 107693 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. SAID EASEMENT IS FOR PUBLIC UTILITIES, DRAINAGE FACILITIES, CONSTRUCTION AND MAINTENANCE OF SLOPES AND ROAD EASEMENTS. 11. AN AGENCY AGREEMENT DATED MARCH 29, 1979 BY AND BETWEEN KACOR REALTY, INC. AND RANCHO CALIFORNIA WATER DISTRICT WHEREIN IT IS AGREED THAT SAID DISTRICT IS DESIGNATED AS EXCLUSIVE AGENT FOR THE EXTRACTION, DIVERSION, STORAGE, BLENDING AND DISTRIBUTION OF ALL LOCAL WATER, RECORDED MAY 7, 1979 AS INSTRUMENT NO. 92330 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. 12. AN ALL-INCLUSIVE DEED OF TRUST TO SECURE AN INDEBTEDNESS IN THE ORIGINAL PRINCIPAL SUM OF $317,545.00, AND ANY OTHER AMOUNTS AND/OR OBLIGATIONS SECURED THEREBY RECORDED AUGUST 7, 1985 AS INSTRUMENT NO. 174500 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. DATED: JULY 26, 1985 TRUSTOR: RANCHO CALIFORNIA INDUSTRIAL ASSOCIATES, A CALIFORNIA LIMITED PARTNERSHIP TRUSTEE: SHOSHONE SERVICE CORPORATION, A CALIFORNIA CORPORATION BENEFICIARY: WILLIAM P. JOHNSON AND PATRICIA D. JOHNSON, HUSBAND AND WIFE AS COMMUNITY PROPERTY. (AFFECTS 21.24; INTEREST) (AFFECTS PROPERTY HEREIN DESCRIBED WITH OTHER PROPERTY) Page 5 0 0 Order No. 1864914 13. A DEED OF TRUST TO SECURE AN INDEBTEDNESS IN THE ORIGINAL PRINCIPAL SUM OF $3,000,000.00, AND ANY OTHER AMOUNTS AND/OR OBLIGATIONS SECURED THEREBY RECORDED NOVEMBER 16, 1990 AS INSTRUMENT NO. 420683 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. DATED: OCTOBER 23, 1990 TRUSTOR: RANCHO CALIFORNIA CITY ASSOCIATES II, A CALIFORNIA LIMITED PARTNERSHIP TRUSTEE: CHICAGO TITLE COMPANY, A CALIFORNIA CORPORATION BENEFICIARY: BILLY J. DENDY AND PATRICIA ANN DENDY, CO -TRUSTEES OR SUCCESSOR TRUSTEES UNDER TRUST INDENTURE DATED SEPTEMBER 10, 1973 AS MAY BE AMENDED FROM TIME TO TIME AND EDWARD W. BARKSDALE, JR. AND CHRISTA M. BARKSDALE, TRUSTEES OF THE EDWARD W. BARKSDALE, JR. AND CHRISTA M. BARKSDALE REVOCABLE TRUST NO. 1, AS TO AN UNDIVIDED 81.671; INTEREST AND DAVID P. FISCHBACH, AS TRUSTEE OR HIS SUCCESSORS IN TRUST U.D.T. DATED MAY 31, 1990 FBO THE FISCHBACH LIVING TRUST, AS TO AN UNDIVIDED 8.33°s INTEREST AND HARRY A. AYRES, A MARRIED MAN, AS TO AN UNDIVIDED 10. INTEREST, AS TENANTS IN COMMON. (AFFECTS PROPERTY HEREIN DESCRIBED WITH OTHER PROPERTY) SAID DEED OF TRUST IS SUBORDINATE TO THE AGREEMENT AND GRANT OF EASEMENT RECORDED DECEMBER 5, 1990 AS INSTRUMENT NO. 442776 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, BY THE TERMS OF A SUBORDINATION AGREEMENT RECORDED DECEMBER 5, 1990 AS INSTRUMENT NOS. 442777, 442778, 442779 AND 442780 ALL OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. THE EFFECT OF AN ASSIGNMENT OF DEED OF TRUST, WHEREBY BILLY J. BENDY AND EDWARD BARKSDALE PURPORTS TO ASSIGN BY ASSIGNMENT RECORDED DECEMBER 12, 1990 AS INSTRUMENT NO. 449933 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. NOTE: AT THE DATE OF SAID INSTRUMENT AND THE RECORDATION THEREOF THE BENEFICIARY HAD NO RECORD INTEREST IN SAID DEED OF TRUST NOR HAVE THEY SINCE ACQUIRED ANY. WE WILL REQUIRE THE BENEFICIARIES TO SIGN AS TRUSTOR'S OF THEIR RESPECTIVE TRUST. 14. AN EASEMENT FOR THE HEREINAFTER SPECIFIC PURPOSE AND INCIDENTAL PURPOSES, IN FAVOR OF BEDFORD DEVELOPMENT, IN INSTRUMENT RECORDED DECEMBER 5, 1990 AS INSTRUMENT NO. 442776 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. SAID EASEMENT IS FOR INGRESS AND EGRESS, AND CANNOT BE LOCATED FROM THE RECORDS. Page 6 0 0 Order No. 1864914 15. THE EFFECT OF AN AGREEMENT AND GRANT OF EASEMENT EXECUTED NOVEMBER 2, 1990 BY RANCHO CALIFORNIA CITY AND BEDFORD DEVELOPMENT, RECORDED DECEMBER 5, 1990 AS INSTRUMENT NO. 442776 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. REFERENCE HEREBY BEING MADE TO THE RECORD FOR FULL PARTICULARS. 16. A DEED OF TRUST TO SECURE AN INDEBTEDNESS IN THE ORIGINAL PRINCIPAL SUM OF $200,000.00, AND ANY OTHER AMOUNTS AND/OR OBLIGATIONS SECURED THEREBY RECORDED DECEMBER 16, 1993 AS INSTRUMENT NO. 501983 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. DATED: NOVEMBER 11, 1993 TRUSTOR: SECURITY TRUST COMPANY, AS TRUSTEE UNDER ITS TRUST NO. P.T. 1877-0. TRUSTEE: MECCA FINANCIAL INC., A CALIFORNIA CORPORATION BENEFICIARY: SECURITY TRUST COMPANY, AS TRUSTEE UNDER ITS TRUST NO. P.T. 7013-0. 17. A DEED OF TRUST TO SECURE AN INDEBTEDNESS IN THE ORIGINAL PRINCIPAL SUM OF $700,000.00, AND ANY OTHER AMOUNTS AND/OR OBLIGATIONS SECURED THEREBY RECORDED APRIL 9, 1996 AS INSTRUMENT NO. 128089 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. DATED: MARCH 28, 1996 TRUSTOR: WESTSIDE CITY II, LLC TRUSTEE: SCRIPPS BANK, A CALIFORNIA STATE BANKING CORPORATION BENEFICIARY: SCRIPPS BANK. THE EFFECT OF AM HAZARDOUS SUBSTANCES CERTIFICATE AND INDEMNITY EXECUTED MARCH 28, 1996 BY WESTSIDE CITY II AND SCRIPPS BANK, RECORDED APRIL 9, 1996 AS INSTRUMENT NO. 128090 OF OFFICIAL -RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. REFERENCE HEREBY BEING MADE TO THE RECORD FOR FULL PARTICULARS. A DOCUMENT DECLARING A MODIFICATION OF SAID DEED OF TRUST, RECORDED MAY 29, 1997 AS INSTRUMENT NO. 188476 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY,'CALIFORNIA. A DOCUMENT DECLARING A MODIFICATION OF SAID DEED OF TRUST, RECORDED JULY 11, 1997 AS INSTRUMENT NO. 245693 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. 18. THE EFFECT OF A(N) ACCESS WESTSIDE CITY II, LLC AND NO. 50 APRIL 9, 1996 AS INSTRUMENT NO RIVERSIDE COUNTY, CALIFORNIA. R. RECORD FOR FULL PARTICULARS. (AFFECTS ALL OF PARCEL 1) EASEMENT AGREEMENT EXECUTED BY CENTER CITY ASSOCIATES, RECORDED 128091 OF OFFICIAL RECORDS OF FERENCE HEREBY BEING MADE TO THE Page 7 u A Order No. 1864914 19. COVENANTS, CONDITIONS AND RESTRICTIONS IN DOCUMENT RECORDED NOVEMBER 21, 1990 AS INSTRUMENT NO. 426914 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, BUT DELETING ANY COVENANTS, CONDITIONS OR RESTRICTIONS INDICATING A PREFERENCE, LIMITATION OR DISCRIMINATION BASED ON RACE, COLOR, RELIGION, SEX, HANDICAP, FAMILIAL STATUS, OR NATIONAL ORIGIN TO THE EXTENT SUCH COVENANTS, CONDITIONS OR RESTRICTIONS VIOLATE 42 USC 3604(C), WHICH PROVIDE THAT A VIOLATION THEREOF SHALL NOT DEFEAT OR RENDER INVALID THE LIEN OF ANY FIRST MORTGAGE OR DEED OF TRUST MADE IN GOOD FAITH AND FOR VALUE. DOCUMENTS DECLARING A MODIFICATION OF SAID COVENANTS, CONDITIONS AND RESTRICTIONS WERE RECORDED JANUARY 23, 1991 AS INSTRUMENT NO. 24190, JULY 25, 1991 AS INSTRUMENT NO. 254215, OCTOBER 25, 1991 AS INSTRUMENT NO. 371037 AND MAY 1, 1995 AS INSTRUMENT NO. 136077 ALL OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. A DOCUMENT DECLARING AN ANNEXATION OF SAID COVENANTS, CONDITIONS AND RESTRICTIONS WAS RECORDED MAY 7, 1997 AS INSTRUMENT NO. 157237 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. 20. A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF TEMECULA ACCEPTING OFFERS OF DEDICATION FOR PUBLIC STREET, UTILITY AND SERVICES PURPOSES, RECORDED JUNE 27, 1997 AS INSTRUMENT NO. 227350 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. 21. AN EASEMENT FOR THE HEREINAFTER SPECIFIC PURPOSE AND INCIDENTAL PURPOSES, IN FAVOR OF CITY OF TEMECULA, IN INSTRUMENT RECORDED JUNE 27, 1997 AS INSTRUMENT NO. 227351 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. SAID EASEMENT IS FOR ROAD, AND CANNOT BE LOCATED FROM THE RECORDS. NOTE: EFFECTIVE DECEMBER 16, 1996 AT 6:00 A.M., THE WIRING INSTRUCTIONS FOR FIRST AMERICAN TITLE INSURANCE COMPANY RIVERSIDE OFFICE ONLY: UNION BANK OF CALIFORNIA LOS ANGELES, CALIFORNIA ABA 122000496 CREDIT TO FIRST AMERICAN TITLE INSURANCE COMPANY DEMAND ACCOUNT ACCOUNT NO. 9120049396 Page 8 11 UNION BANK OF CALIFORNIA 1980 SATURN STREET MONTEREY PARK, CALIFORNIA 91755 WHEN WIRING, PLEASE - OFFICERS NAME. 0 - Order No. 1864914 OUR TITLE ORDER NUMBER AND THE TITLE PLEASE WIRE THE DAY BEFORE RECORDING. PLEASE NOTIFY THE TITLE OFFICER OF YOUR INTENT TO WIRE. NOTE: GENERAL AND SPECIAL COUNTY TAXES FOR THE FISCAL YEAR 1995-96, AS SET OUT BELOW, HAVE BEEN PAID IN FULL: CODE NO: 013-014 ASSESSMENT NO: 909-120-052-0 FIRST INSTALLMENT: $58,914.03 SECOND INSTALLMENT: $58,914.03 CODE NO: 013-061 ASSESSMENT NO: 909-120-021-2 FIRST INSTALLMENT: $390.71 SECOND INSTALLMENT: $390.71 CODE NO: 013-014 ASSESSMENT NO: 908-120-051-9 FIRST INSTALLMENT: $383.44 SECOND INSTALLMENT: $383.44 NOTE: FOR PRORATION OF TAXES: GENERAL AND SPECIAL COUNTY TAXES FOR THE FISCAL YEAR 1995-96, AS SET OUT BELOW. CODE NO: 013-014 ASSESSMENT NO: 909-120-052-0 FIRST INSTALLMENT: $58,914.03 SECOND INSTALLMENT: $58,914.03 Page 9 CODE NO: 013-061 ASSESSMENT NO: 909-120-021-2 FIRST INSTALLMENT: $390.71 SECOND INSTALLMENT: $390.71 CODE NO: 013-014 ASSESSMENT NO: 908-120-051-9 FIRST INSTALLMENT: $383.44 SECOND INSTALLMENT: $383.44 NOTE: COPIES OF THIS PRELIM WERE SENT TO: NOT APPLICABLE PLAT ATTACHED/MM/MM Order No. 1864914 Page 10 11 MEMORANDUM: 0 Order No. 1864914 THE INFORMATION HEREIN SET FORTH IS SUPPLEMENTAL TO PRELIMINARY REPORT NO. (ABOVE REFERRED TO), AND IS MADE A PART THEREOF. ACCORDING TO THE PUBLIC RECORDS, THERE HAVE BEEN NO DEEDS CONVEYING - THE PROPERTY DESCRIBED IN THIS REPORT RECORDED WITHIN A PERIOD OF SIX MONTHS PRIOR TO THE DATE OF THIS REPORT, EXCEPT AS FOLLOWS: NONE Page 11 Saturday June 27 1998 3:03 -- From 1616 94601 -- Page 1 • ,.1un 27 98 05:39p and H. Chan6 [6191 756-9460 p.1 RECEIVED Howard H. Chang Consultants JUN 2 9 1998 Hydraulic, HydrotoW and SedunenbtionFA91D w9 Saab Fe, CITY OF TEMECULA Rancho S P.O.saxA 92067 ENGINEERING DEPARTMENT , CCA (619)756 9050, 5946380, FAX: (619)756.9460 June 29, 1998 Mr. Jo.4gth Kieek. Duo= Department of Public Works City of Temecula 43700 Business Park Derive Temecula, CA 92590 Dear Mr. Kicek Subject: HYDRAULIC STUDY FOR FEMA CONDIFIONAL LETTER OF MAP REVISION (CLOMR) FOR MURRIECA CREEK IN THE CITY OF TEMECULA, RIVERSIDE COUNTY, CALIFORNIA This letter is prepared to clarify the results of the above-refermced study. I have obtained the water -surface elevations of the 100 -yr flood for the proposed floodway revision. The computed water -surface elevations for the proposed floodway are also listed in the following table for comparison with those for the effective floodway. The comparative results show that the proposed floodway will not result in rises of the floodway water surface. Computed water -surface elevations for the 100 -yr floodway Section number Computod water -surface clevabon, feet Existing floodway Proposed floodway 60 1,019.6 1,019.5 80 1,020.9 1,019.6 90 1,021.6 1,021.6 100 1,022.1 1,021.8 110 I,021_0 1,022.3 120 1,023.8 1,023.0 130 1,024.8 1,023.9 140 1,025.1 1,024.8 150 1,025.4 1,024.9 160 1,027.0 1,026.4 170 1,026.9 1,026.1 Saturday June 27, 1998 3:03 -- From 1616 9460' -- Page 2 • :.Jun 27 99 O5:39p and H. Chang 16191 756-9460 p.2 If you have any questions regafding this matter, please feel free to call me. Sincerely yours, Howard H. Chang Ph.D., P.E. `a REAVED JUN 021998 cI'I i - tet, ENGINEERING DEPARTMENT W/"r�ieapf e- ROvSh4 C-lIAO19c�rtoti 0IITS / ®F3 p-o,,u om eT,4 Q= t©4cfs >J � Tc + A -I- + ease Tc- S ' A�Cj��� 3 A1gX = �ry /;IIAI • S&0,00'e = oeuti Qaavy = .6ss�q(s irrti Sr, Ssc. D MAx = ? 251, Sr 'ex, Qioo a /v4 ets • 2 OF 3 _=_a=_=_xa-___a_=_a=es HYDRAULIC ELEMENTS - I PROGRAM PACKAGE-__-_-___�____�__a se=e=cevecxvasc=x=e=rause==svosxe�xaxvvnsac=eve:v_x_x____ _ (C) Copyright 1982,1986 Advanced Engineering Software (AES1 ------------------------ Advanced Engineering Software [AES] SERIAL No. 10612I VEA. 2.3C RELEASE DATE: 2/20/86 +**+a+*ww*«+++w*++++++++++aaw**ww++*w*»ww* w******a*+DESCRIPTION OF RESULTS" * WINCHESTER ROAD ROUGH GRADE SECTION + * MAX. DEPTH OF FLOW AT 0=104CFS a » w+aw»*»aww**»*w+w*»w****w*»**»w»a+**awr»a+++www»++++»*ww*ww*+++++a*w**++* x+*w**wa**w*www**w*w**»**wawa*+*r+waw»*aww*w•a+++++**+**w*w*»**a**++ww+*ww*w »»CHANNEL INPUT INFORMATION" << _____________________________________________________________ CHANNEL 2(HORIEONTAL/VERTICAL) _ .00 BASEWIDTH(FEET) = 76.00 CONSTANT CHANNEL SLOPE(FEET/FEET) _ .005000 UNIFORM FLOW(CFS) = 104.00 MANNINGS FRICTION FACTOR - .0300 =assasvxea_cx=c—asce__sacvvxsaexcvcacccvaxssxxamaesacavesa___e__ __ _ NORMAL -DEPTH FLOW INFORMATION: ___________ ------------------- __ _______________________ »»> NORMAL DEPTH(FEET) �.57 .jjj_ fa.)(. / FLOW TOP- WIDTH(FEET) = 76.00 D,^; Q, S7 FLOW AREA(SQUARE FEET) = 43.63 HYDRAULIC DEPTH(FEET) _ •57 FLOW AVERAGE VELOCITY(FEET/SEC.) = 2.38 UNIFORM FROUDE NUMBER - .554 PRESSURE + MOMENTUM(POUNDS) = 1261.94 AVERAGED VELOCITY HEAD(FEET) _ .OBB SPECIFIC ENERGY(FEET) _ .662 eveavvvevvacsae_vez=evv=xveev casvxva=caecvxaves�.avaevss=xasce v=esxavicevcsv CRITICAL -DEPTH FLOW INFORMATION: _______________________________________________________________________ CRITICAL FLOW TOP-WIDTH(FEET) = 76.00 CRITICAL FLOW AREA(SQUARE FEET) = 29.44 CRITICAL FLOW HYDRAULIC DEPTH(FEET) _ .39 CRITICAL FLAW AVERAGE VELOCITY(FEET/SEC.) = 3.53 CRITICAL DEPTH(FEET) _ •39 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 1067.77 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) _ .194 IT'CAL=FLOW SPECIFIC=S=ER=Y(FEET) 581=a=a=�xx=x_=a===x==ax== 0 • a_aa---=---a=a--a-_-m_=�-®aa�-�a_- HYDRAULIC ELEMENTS - I PROGRAM PACKAGE sv=a=ssxaxanxxsx=svaxnxcaxxxsaxcvxavaa=sxzsassxayssxasxcsxavaaysa_scv__ ___ (c) copyright 1982,1986 Advanced Engineering Software [AES] Advanced Engineering software [AES] SERIAL No. I0612I VEA. 2.3C RELEASE DATE: 2/20/86 *****-****DESCRIPTION OF RESULTS****#x#k***#x#**kxa#+#++tk*+#+++*+++#+++*4*x # * WINCHESTER ROAD - ROUGH GRADED SECTION # + FLOW CAPACITY AT 5=.0050 + PREPARED BY HLC 6/2/98 »»CHANNEL INPUT INFORMATION«« ___ __________________________________________________________________ NORMAL DEPTH(FEET) - 1.58 CHANNEL 2(H0RI20NTAL/VERTICAL) _ .00 BASEWIDTH(FEET) = 76.00 CONSTANT CHANNEL SLOPE(FEET/FEET) _ .005000 MANNINGS FRICTION FACTOR = .0300 NORMAL -DEPTH FLOW INFORMATION: __________________________________ _____________ ____-______-____ __________ >Y»> NORMAL DEPTH FLOW(CFS) 555.26 yb7( Q n - �• 5� FLOW TOP- WIDTH(FEET) = 76.00 FLOW AREA(SQUARE FEET) 120.08 HYDRAULIC DEPTH(FEET) = 1.58 FLOW AVERAGE VELOCITY(FEET/SEC.) - 4.62 UNIFORM FROUDE NUMBER = .648 PRESSURE + MOMENTUM(POUNDS) = 10895.14 AVERAGED VELOCITY HEAD(FEET) _ .332 SPECIFIC ENERGY(FEET) = 1.912 scsaysx_av==vxxaysv=xsan=ocvmcoaa_=ascssxaassvasv=xv=ra==cassacsvcccmaaxva CRITICAL -DEPTH FLOW INFORMATION: ____________________________________________________________________________ CRITICAL FLOW TOP-WIDTH(FEET) = 76.00 CRITICAL FLOW AREA(SQUARE FEET) = 89.96 CRITICAL FLOW HYDRAULIC DEPTH(FEET) 1.18 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 6.17 CRITICAL DEPTH(FEET) = 1.18 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 9963.92 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) _ .592 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 1.775 sxaas==masa==cv=c=ssaanacaasnaxcasxsxnasacsys=a=x=saxasv=aasacaxcssvaas=ass Li a PM2860INTERIM CHANNEL 49 0100=229 CFS HYDRAULIC SUMMARY CHANNEL SLOPE CALCULATED NORMAL DEPTH DESIGN — DEPTH USED 050 3.45 4.50 0.0100 2.93 4.00 0.0266-'----2.47 3.50 0.0270 2.30 3.50 0.0350 _ 2.15 — --- 3.00 0.0400 - -T�2.08 3.00 0.0500 1.97 3.00 RECEIW MAY 2 6 1998 CITY OF TEMb, I ENGINEERING DEPARTMLd, �� INTERIM EARTHEN CHANNEL TYPICAL NTS - $6 SES "Fk c)A l TF_NrA-ri Li et .4LTIt2Ic/HTiu/i 5D, STvd� 91r319s 1�Pz5f5`I Q= 22�j C-fS % Zo7,01: PM z �SG7 LFL �J•v�IF+� oL<- PAJ-7- 6327 ELEMENTS - I PROGRAM (C) Copyright 1982,1986 Advanced Engineering Software [AES] «««« ««««<,««<«««« <<<<<<<<»»» >>»» >>»»»»» »»»»»»» ------------------------------------------------------------------------- Advanced Engineering Software [AES] SERIAL No. I0612I VEA. 2.3C RELEASE DATE: 2/20/86 ***f******DESCRIPTION OF RESULTS**+*}**4RR**#x+RRx+ k+x*fRR*kRR*x+k}}Rxkf+* * INTERMIN CHANNEL Q=229 J^ :(J , 0 d + **#R**R#RR*R***R***k#***#RR**x****xRkR**}**#*****R**R**************#**Y4R*** »»CHANNEL INPUT INFORMATION«« CHANNEL Z(HORIZONTAL/VERTICAL) = 2.00 BASEWIDTH(FEET) = 5.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = .005000 UNIFORM FLOW(CFS) - 229.00 MANNINGS FRICTION FACTOR - .0300 NORMAL -DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- »»> NORMAL DEPTH(FEET) = 3.45 'jS4 4.6/ M/ N FLOW TOP- WIDTH(FEET) = 18.80 FLOW AREA(SQUARE FEET) = 41.06 HYDRAULIC DEPTH(FEET) = 2.18 FLOW AVERAGE VELOCITY(FEET/SEC.) _ .5.58, UNIFORM FROUDE NUMBER - .665 PRESSURE + MOMENTUM(POUNDS) = 6040.93 AVERAGED VELOCITY HEAD(FEET) _ .483 SPECIFIC ENERGY(FEET) = 3.933 CRITICAL -DEPTH FLOW INFORMATION: ________________________________________________________________________ CRITICAL FLOW TOP-WIDTH(FEET) = 16.23 CRITICAL FLOW AREA(SQUARE FEET) 29.80 CRITICAL FLOW HYDRAULIC DEPTH(FEET) 1.84 CRITICAL FLAW AVERAGE VELOCITY(FEET/SEC.) = 7.68 CRITICAL DEPTH(FEET) = 2.81 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 5560.2.1 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) _ .917 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 3.724 s �0.0 1 coo **********DESCRIPTION OF RESULTS******««**««##xi**«#xixk*x*x«kk*xxxxxxx*«xxx ` INTERMIN CHANNEL Q=229 AT 5=0.0100 i * # »»CHANNEL INPUT INFORMATION<C« __________________________________- CHANNEL Z(HORIZONTAL/VERTICAL) = 2.00 RASEWIDTH(FEET) = 5.00 CONSTANT CHANNEL SLOPE(FEET/FEET) _ .010000 UNIFORM FLOW(CFS) = 229.00 MANNINGS FRICTION FACTOR = .0300 NORMAL -DEPTH FLOW INFORMATION: _____________________________________________________________ ..... ........... ..........�.,..., - n n� US Ir �� 4r - FLOW TOP- WIDTH(FEET) = 16.71 FLOW AREA(SQUARE FEET) = 31.78 HYDRAULIC DEPTH(FEET) = 1.90 FLOW AVERAGE. VELOCITY(FEET/SEC.)-= 7.21' UNIFORM FROUDE NUMBER = .921 PRESSURE + MOMENTUM(POUNDS) = 5578.72 AVERAGED VELOCITY HEAD(FEET) _ .806 SPECIFIC ENERGY(FEET) = 3.734 CRITICAL -DEPTH FLOW INFORMATION: CRITICAL FLOW TOP-WIDTH(FEET) = 16. CRITICAL FLOW AREA(SQUARE FEET) _ CRITICAL FLOW HYDRAULIC DEPTH(FEET) _ CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) CRITICAL DEPTH(FEET) - 2.81 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) CRITICAL FLOW SPECIFIC ENERGY(FEET) _ 23 29.80 1.84 = 7.68 5560.21 .917 3.724 HYDMKIC ELEMENTS - I PROGRAM PACKAGE «««««««««««««««««««»»»»»»»»»»>>>>>»»»»>»» (C) Copyright 1982,1986 Advanced Engineering Software (AES] «««««««««««« «««««««> »»»»»»»»»»»»»»»»»»> Advanced Engineering Software [AES] SERIAL No, I0612I VER. 2.3C RELEASE DATE: 2/20/86 «G,«««««< ««« «««««« «««»» »»»»»»»»»»»»»»»»» k*****k***DESCRIPTION OF RESULTS**##*** * INTERIM CH. S=0.0200 # * # R k******k*******************************t*k****Y***************************** »»CHANNEL INPUT INFORMATION<<<< CHANNEL 2(HORI20NTAL/VERTICAL) = 2.00 BASEWIDTH(FEET) = 5.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = .020000 UNIFORM FLOW(CFS) = 229.00 MANNINGS FRICTION FACTOR = .0300 =cacxxxxcxxxxxxxxcxsxxxxxxs__=xcccx _xxaxacosac.-ecce=x_=.mss=c=sc==cxxaexcssxx= NORMAL -DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- »»> NORMAL DEPTH(FEET) 2.47 FLOW TOP- WIDTH(FEET) = 14.90 FLOW AREA(SQUARE FEET) = 24.61 HYDRAULIC DEPTH(FEET) - 1.65 FLOW.AVERAGE VELOCITY'(FEET/SEC.) =r 9.31° UNIFORM FROUDE NUMBER = 1,276 PRESSURE + MOMENTUM(POUNDS) = 5714.10 AVERAGED VELOCITY HEAD(FEET) 1.345 SPECIFIC ENERGY(FEET) = 3.818 axxsxcxcxxxxxxxcxxxxxxcsxsxxxcxxxacxcxcssccaccsscscsccsa=css_acas=csaaasscxc CRITICAL -DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLAW TOP-WIDTH(FEET) = 16.23 CRITICAL FLOW AREA(SQUARE FEET) 29.80 CRITICAL FLOW HYDRAULIC DEPTH(FEET) 1.84 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 7.68 CRITICAL DEPTH(FEET) = 2.81 CRITICAL FLOW PRESSURE # MOMENTUM(POUNDS) = _5560.21 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) _ .917 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 3.724 HYDRVWEIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982,1986 Advanced Engineering Software (AES] «««««««««««««« «««««»»»»»»»»»»> »»»>»»»»» Advanced Engineering Software (AES] SERIAL No. I0612I VER. 2.3C RELEASE DATE: 2/20/86 «««««« «««««««««««««»»»»»»»»»»» »»»»>»»»> 5= o.oL7o *w**w*«***DESCRIPTION OF RESULTS*xwWw*!!*w***w*x**}*#w«}«*««****«W«*#***«*«k ' INTERIM CHANNEL AT 5=0.027 x « w } »»CHANNEL INPUT INFORMATION«« ---------------------------------------------------------------------------- CHANNEL Z(HORIZONTAL/VERTICAL) = 2.00 BASEWIDTH(FEET) = 5.00 CONSTANT CHANNEL SLOPE(FEET/FEET) _ .027000 UNIFORM FLOW(CFS) = 229.00 MANNINGS FRICTION FACTOR = .0300 =--_NORMAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- »»> NORMAL DEPTH(FEET) = 2.30 US. 4L s• S FLOW TOP- WIDTH(FEET) = 19.19 FLOW AREA(SQUARE FEET) 22.06 HYDRAULIC DEPTH(FEET) = 1.55 FLOW AVERAGE VELOCITY(FEET/SEC.)� = 10.38, UNIFORM FROUDE NUMBER = 1.968 PRESSURE + MOMENTUM(POUNDS) = 5936.57 AVERAGED VELOCITY HEAD(FEET) 1.679 SPECIFIC ENERGY(FEET) = 3.972 s_ C=3mm=S9z6sS¢333CiCCF ssSs¢s =s a = s xsSs¢ _ CRITICAL -DEPTH FLOW INFORMATION: ------------------------------------------------------------------ ----- CRITICAL FLOW TOP-WIDTH(FEET) = 16.23 CRITICAL FLOW AREA(SQUARE FEET) 29.80 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 1.89 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) 7.68 CRITICAL DEPTH(FEET) = 2.81 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 5560.21 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) _ .917 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 3.729 HYDMWIC ELEMENTS - I PROGRAM PACKAGE :s=x=xxxxxxxxxxaacaxxx=s=c==xxa=xxxxxaxaxxsaaavaaaxaxxxasxsaxxxx=cc=ss=cxxxx (C) Copyright 1982,1986 Advanced Engineering Software [AES] Advanced Engineering Software [AES] SERIAL No. I0612I VER. 2.3C RELEASE DATE: 2/20/86 *}****ww}*DESCRIPTION OF RESULTS***********w**** * INTERIM CHANNEL S=0.0350 MIN. * * # * »»CHANNEL INPUT INFORMATION«« ---------------------------------------------------------------------------- CHANNEL Z(HORIZONTAL/VERTICAL) 2.00 BASEWIDTH(FEET) = 5.00 CONSTANT CHANNEL SLOPEfFEET/FEET) = .035000 UNIFORM FLOW(CFS) = 229.00 MANNINGS FRICTION FACTOR = .0300 NORMAL -DEPTH FLOW INFORMATION: ----------------------------------------------------------- »»> NORMAL DEPTH(FEET) = 2.15 V'S! J.0 FLOW TOP- WIDTH(FEET) = 13.61 FLOW AREA(SQUARE FEET) = 20.04 HYDRAULIC DEPTH(FEET) = 1.47 FLOW AVERAGE VELOCITY(FEET/SEC•.) 11.43* UNIFORM FROUDE NUMBER = 1.660 PRESSURE + MOMENTUM(POUNDS) = 6209.58 AVERAGED VELOCITY HEAD(FEET) 2.027 SPECIFIC ENERGY(FEET) = 4.181 CRITICAL-DEPTH FLOW INFORMATION: ---------------------------------------------------------------------------- CRITICAL FLOW TOP-WIDTH(FEET) = 16.23 CRITICAL FLOW AREA(SQUARE FEET) = 29.80 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 1.84 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 7.68 CRITICAL DEPTH(FEET) - 2.81 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 5560.21 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) _ .917 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 3.724 HYDIMIC ELEMENTS - I PROGRAM PACKAGE— (C) Copyright 1982,1986 Advanced Engineering Software [AES] Advanced Engineering Software [AES] SERIAL No. I0612I VER. 2.3C RELEASE DATE: 2/20/86 --*"*'*'*DESCRIPTION OF RESULTSlr+xr!!*rrx*r#x*++xx+++r*#x+*r+rx}x*r}r*xxx! * INTERIM CH. AT S=0.0400 «r+x}!x*+!***x«xl+xl*++*kxx4xr*r*4x+rxlrk++r+r**rrxxxx*+rr4x4x*xx44xxx**rr*x **!#}xR+rx++#+R#!4#!x}*++++**rrl+xxxx++k!**x+4Rx+r*#rxx!*xx++xx*!t*+xx*xxx++ »»CHANNEL INPUT INFORMATION«« CHANNEL Z(HORIZONTAL/VERTICAL) = 2.00 BASEWIDTH(FEET) = 5.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = .040000 UNIFORM FLOW(CFS) = 229.00 MANNINGS FRICTION FACTOR = .0300 NORMAL -DEPTH FLOW INFORMATION: ------------------------------------------------------- --------------------- »»> NORMAL DEPTH(FEET) = 2.08 (i 3 FLOW TOP- WIDTH(FEET) = 13.32 FLOW AREA(SQUARE FEET) = 19.07 HYDRAULIC DEPTH(FEET) = 1.43 FLOW AVERAGE VELOCITY(FEET/SEC.) = 12.01 UNIFORM FROUDE NUMBER = 1.770 PRESSURE + MOMENTUM(POUNDS) = 6380.80 AVERAGED VELOCITY HEAD(FEET) 2.240 SPECIFIC ENERGYIFEET) Q.321 CRITICAL -DEPTH FLOW INFORMATION: CRITICAL FLOW TOP-WIDTH(FEET) = 16.23 CRITICAL FLOW AREA(SQUARE FEET) = 29.80 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 1.84 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 7.68 CRITICAL DEPTH(FEET) = 2.81 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 5560.21 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) _ .917 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 3.724 **********DESCRIPTIONOF RESULTS**************x***xak*• * INTERIM CH AT S=0.0500 h***k##t**k*kt4tR***+ih#+kkR44h**4t*tt*ttk*h**R#t*k*k*4*#44t*+#k+#+ttkt++Rk# >>>>CHANNEL INPUT INFORMATION«« -------------------------------------------------- - ------__---------------- CHANNEL Z(HORIZONTAL/VERTICAL) = 2.00 BASEWIDTH(FEET) = 5.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = .050000 UNIFORM FLOW(CFS) = 229.00 MANNINGS FRICTION FACTOR = .0300 NORMAL -DEPTH FLOW INFORMATION: ---------------------------- --_---------------------------. »»> NORMAL DEPTH(FEET) = 1.97 uS'e D = 3 , FLOW TOP- WIDTH(FEET) - 12.87 FLOW AREA(SQUARE FEET) = 17.57 HYDRAULIC DEPTH(FEET) = 1.37 FLOW AVERAGE VELOCITY(FEET/SEC..) = 13.04, UNIFORM FROUDE NUMBER - 1.966 PRESSURE + MOMENTUM(POUNDS) 6704.77 AVERAGED VELOCITY HEAD(FEET) 2.639 SPECIFIC ENERGY(FEET) = 4,605 CRITICAL -DEPTH FLOW INFORMATION: CRITICAL FLOW TOP-WIDTH(FEET) = 16.23 CRITICAL FLOW AREA(SQUARE FEET) = 29.80 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 1.84 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC..) - 7.68 CRITICAL DEPTH(FEET) - 2.81 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 5560.21 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) _ .917 CRITICAL FLOW SPECIFIC ENERGY(FEET) 3.724 .✓ LINE B- INTERIM CONDITION DESIGN FOR PM 24085 AND PRIOR TO -PM -28657 DEVELOPMENT ` NOV 13 1997 Page 1 STORM DRAIN ANALYSIS PLUS Original version by Los Angeles County Public Works Portions Copyrighted by CIVILSOFT, 1986, 1987, 1989 Version Serial Number Nov 13, 1997 16:24:37 Input file : B-11-7.SP Output file: B-11-7.OUT INPUT FILE LISTING T1 MURRIETA CREEK LINE -B NOV. 13, 1997 T2 INTERIM CONDITION FILE:B-11-7.SP T3 LINE "B" STORM DRAIN PM24085 AND PM28657 SO 1000.00 16.00 1 .013 21.0 R 1160.20 17.89 1 .013 ix 1164.20 17.95 2 3 .013 0.1 19.00 30 R 1239.17 18.35 2 .013 ix 1243.17 18.37 2 4 .013 35.6 18.40 30 R 1258.24 18.44 2 .013 WE 2 SH 2 1 SP WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 0 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 1 4 4.00 CD 2 4 3.00 CD 3 4 1.50 CD 4 4 2.50 1 NO 1 0 WATER SURFACE PROFILE - TITLE CARD LISTING OHEADING LINE NO 1 IS - 0 MURRIETA CREEK LINE -B NOV. 13, 1997 OHEADING LINE NO 2 IS - 0 INTERIM CONDITION FILE:B-11-7.SP OHEADING LINE NO 3 IS - 0 LINE "B" STORM DRAIN PM24085 AND PM28657 1 PAGE PAGE LINE B- INTERIM CONDITION DESIGN FOR PM 24085 AND PRIOR TO PM 28657 DEVELOPMENT NOV. 13, 1997 Page 2 NO 2 0 WATER SURFACE PROFILE - ELEMENT CARD LISTING 0 ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 1000.00 16.00 1 21.00 0 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1160.20 17.89 1 .013 .00 .00 .00 0 0 ELEMENT NO 3 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1164.20 17.95 2 3 0 .013 .1 .0 19.00 .00 .30 .00 0 ELEMENT NO 4 IS A REACH .* U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1239.17 18.35 2 .013 .00 .00 .00 0 0 ELEMENT NO 5 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1243.17 18.37 2 4 0 .013 35.6 .0 18.40 .00 .30 .00 0 ELEMENT NO 6 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1258.24 18.44 2 .013 .00 .00 .00 0 0 ELEMENT NO 7 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1258.24 18.44 2 .500 0 ELEMENT NO 8 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1258.24 18.44 2 .00 NO EDIT ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING ** WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC 1 PAGE 1 LINE 13- INTERIM CONDITION DESIGN FOR PM 24085 AND PRIOR TO PM 28657 DEVELOPMENT NOV. 13, 1997 Page 3 WATER SURFACE PROFILE LISTING MURRIETA CREEK LINE -B NOV. 13, 1997 INTERIM CONDITION FILE:B-11-7.SP LINE "B" STORM DRAIN PM24085 AND PM28657 WATER SURFACE PROFILE LISTING MURRIETA CREEK LINE -B NOV. 13, 1997 INTERIM CONDITION FILE:B-11-7.SP LINE "B" STORM DRAIN PM24085 AND PM28657 0 STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER 0 L/ELEM SO SF AVE HF NORM DEPTH ZR 0 1000.00 16.00 5.00 21.00 74.1 5.90 .54 21.54 .00 2.61 4.00 .00 .00 0 .00 0 109.45 .01180 .00264 .29 1.94 .00 0 1109.45 17.29 4.00 21.29 74.1 5.90 .54 21.83 .00 2.61 4.00 .00 .00 0 .00 0 33.26 .01180 .00248 .08 1.94 .00 0 1142.71 17.68 3.64 21.32 74.1 6.18 .59 21.91 .00 2.61 4.00 .00 .00 0 .00 OHYDRAULIC JUMP .00 0 1142.71 17.68 1.82 19.51 74.1 13.28 2.74 22.25 .00 2.61 4.00 .00 .00 0 .00 0 17.49 .01180 .01484 .26 1.94 .00 0 1160.20 17.89 1.81 19.70 74.1 13.41 2.80 22.50 .00 2.61 4.00 .00 .00 0 .00 OJUNCT STR .01500 .01293 .05 .00 0 1164.20 17.95 2.71 20.66 74.0 11.02 1.89 22.55 .00 2.71 3.00 .00 .00 0 .00 0 12.37 .00533 .01095 .14 3.00 .00 0 1176.57 18.02 2.95 20.97 74.0 10.51 1.72 22.68 .00 2.71 3.00 .00 .00 0 .00 0 6.12 .00533 .01161 .07 3.00 .00 0 1182.69 16.05 3.00 21.05 74.0 10.47 1.70 22.75 .00 2.71 3.00 .00 .00 0 .00 0 56.48 .00533 .01221 .69 3.00 .00 0 1239.17 18.35 3.39 21.74 74.0 10.47 1.70 23.45 .00 2.71 3.00 .00 .00 0 .00 0 .00 .00533 .01231 .00 3.00 .00 0 1239.17 18.35 3.39 21.74 74.0 10.47 1.70 23.45 .00 2.71 3.00 .00 .00 0 .00 OJUNCT SIR .00500 .00781 .03 .00 0 1243.17 18.37 4.76 23.13 38.4 5.43 .46 23.59 .00 2.02 3.00 .00 .00 0 .00 0 15.07 .00465 .00331 .05 2.11 .00 1 PAGE 2 WATER SURFACE PROFILE LISTING MURRIETA CREEK LINE -B NOV. 13, 1997 INTERIM CONDITION FILE:B-11-7.SP LINE "B" STORM DRAIN PM24085 AND PM28657 LINE 13- INTERIM CONDITION DESIGN FOR PM 24085 AND PRIOR TO PM 28657 DEVELOPMENT ` NOV. 13, 1997 Page 4 0 STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER 0 L/ELEM SO SF AVE HF NORM DEPTH ZR xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx:rxxxxxxxxxxxxxxxxxxxxxxx+xxxx+xxxx:rxxxx:rxxxxxxxxxx++xxx+xxxxxxxxxxxxx+xxxxxxxx+xxx+xxxxxxxx xxxxxxxx 0 WALL ENTRANCE .00 0 1258.24 18.44 4.74 23.18 38.4 5.43 .46 23.64 .00 2.02 3.00 .00 .00 0 .00 1 �► LINE 13- ULTIMATE CONDITION DESIGN FOR PM 24085 AND PM 28657 NOV 13 1997 Page I STORM DRAIN ANALYSIS PLUS Original version by Los Angeles County Public Works Portions Copyrighted by CIVILSOFT, 1986, 1987, 1989 Version Serial Number NOV 13, 1997 16: 3: 1 Input file : B-11-13.SP Output file: B-11-13.OUT INPUT FILE LISTING T1 MURRIETA CREEK LINE -B NOV. 13, 1997 T2 ULTIMATE CONDITION FILE:B-11-13.SP T3 LINE "B" STORM DRAIN PM24085 AND PM28657 SO 1000.00 30 16.00 1 .013 R 1160.20 17.89 1 .013 JX 1164.20 17.95 2 3 .013 8.4 R 1239.17 18.35 2 .013 R 1243.17 18.37 2 .013 R 1247.77 19.50 2 .013 JX 1259.44 19.60 2 2 .013 39.4 R 1299.22 19.98 2 .013 TS 1303.22 20.02 4 .013 R 1378.22 21.08 4 .013 WE 4 SH 4 21.0 19.00 30 19.60 30 1 1 ERROR MESSAGE NUMBER 3 IN SEQUENCE CHECKING THRU CHANNEL DEFINITION DATA NO CHANNEL DEFINITION (CD) OR CROSS SECTION POINT CARDS (PTS) WERE RECOGNIZED - CHECK DATA r LINE B- ULTIMATE CONDITION DESIGN FOR PM 24085 AND PM 28657 NOV. 13 1997 Page 2 1 SP WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 0 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP 1 PAGE NO 1 0 WATER SURFACE PROFILE - TITLE CARD LISTING OHEADING LINE NO 1 IS - 0 MURRIETA CREEK LINE -B NOV. 13, 1997 OHEADING LINE NO 2 IS - 0 ULTIMATE CONDITION FILE:B-11-13.SP OHEADING LINE NO 3 IS - 0 LINE "B" STORM DRAIN PM24085 AND PM28657 I PAGE NO 2 0 WATER SURFACE PROFILE - ELEMENT CARD LISTING 0 ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 1000.00 16.00 1 21.00 0 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1160.20 17.89 1 .013 .00 .00 .00 0 0 ELEMENT NO 3 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 1164.20 17.95 2 3 0 .013 8.4 .0 19.00 .00 .30 .00 0 ELEMENT NO 4 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1239.17 18.35 2 .013 .00 .00 .00 0 0 ELEMENT NO 5 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1243.17 18.37 2 .013 .00 .00 .00 1 0 ELEMENT NO 6 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1247.77 19.50 2 .013 .00 .00 .00 0 0 ELEMENT NO 7 IS A JUNCTION U/S DATA STATION INVERT SECT LAT -1 LAT -2 N Q3 Q4 INVERT -3 INVERT -4 PHI 3 PHI 4 LINE B- ULTIMATE CONDITION DESIGN FOR PM 24085 AND PM 28657 NOV. 13 1997 Page 3 1259.44 19.60 2 2 0 .013 39.4 .0 19.60 .00 .30 .00 0 ELEMENT NO 8 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1299.22 19.98 2 .013 .00 .00 .00 0 0 ELEMENT NO 9 IS A TRANSITION U/S DATA STATION INVERT SECT N 1303.22 20.02 4 .013 0 ELEMENT NO 10 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1378.22 21.08 4 .013 .00 .00 .00 0 0 ELEMENT NO 11 IS A WALL ENTRANCE U/S DATA STATION INVERT SECT FP 1378.22 21.08 4 .500 0 ELEMENT NO 12 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1378.22 21.08 4 .00 I PAGE NO 3 0 WATER SURFACE PROFILE - ELEMENT CARD LISTING NO EDIT ERRORS ENCOUNTERED -COMPUTATION IS NOW BEGINNING ** WARNING NO. 2 ** - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC 1 LINE B- ULTIMATE CONDITION DESIGN FOR PM 24085 AND PM 28657 NOV. 13, 1997 Page 4 PAGE - 1 WATER SURFACE PROFILE LISTING MURRIETA CREEK LINE -B NOV. 13, 1997 ULTIMATE CONDITION FILE:B-11-13.SP LINE "B" STORM DRAIN PM24085 AND PM28657 0 STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER 0 L/ELEM 50 SF AVE HF NORM DEPTH ZR xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxx 0 1000.00 16.00 5.00 21.00 83.4 6.64 .68 21.68 .00 2.77 4.00 .00 .00 0 .00 0 118.67 .01180 .00335 .40 2.08 .00 0 1118.67 17.40 4.00 21.40 83.4 6.64 .68 22.08 .00 2.77 4.00 .00 .00 0 .00 0 34.61 .01180 .00314 .11 2.06 .00 0 1153.47 17.61 3.63 21.44 83.4 6.96 .75 22.19 .00 2.77 4.00 .00 .00 0 .00 0 4.37 .01180 .00297 .01 2.08 .00 0 1157.85 17.86 3.57 21.43 83.4 7.04 .77 22.20 .00 2.77 4.00 .00 .00 0 .00 OHYDRAULIC JUMP .00 0 1157.85 17.86 2.11 19.97 83.4 12.39 2.38 22.36 .00 2.77 4.00 .00 .00 0 .00 0 2.35 .01180 .01120 .03 2.08 .00 0 1160.20 17.89 2.12 20.01 63.4 12.37 2.38 22.38 .00 2.77 4.00 .00 .00 0 .00 OJUNCT STR .01500 .01204 .05 .00 0 1164.20 17.95 2.43 20.38 75.0 12.22 2.32 22.70 .00 2.72 3.00 .00 .00 0 .00 OJUNCT STR .01500 .01291 .00 _ .00 0 1164.20 17.95 2.43 20.38 75.0 12.22 2.32 22.70 .00 2.72 3.00 .00 .00 0 .00 0 11.31 .00533 .01346 .15 3.00 .00 0 1175.51 18.01 2.33 20.34 75.0 12.71 2.51 22.65 .00 2.72 3.00 .00 .00 0 .00 0 15.13 .00533 .01479 .22 3.00 .00 0 1190.64 18.09 2.23 20.32 75.0 13.33 2.76 23.08 .00 2.72 3.00 .00 .00 0 .00 0 15.97 .00533 .01649 .26 3.00 .00 0 1206.61 18.16 2.13 20.30 75.0 13.98 3.04 23.34 .00 2.72 3.00 .00 .00 0 .00 0 16.29 .00533 .01846 .30 3.00 .00 PAGE 2 WATER SURFACE PROFILE LISTING MURRIETA CREEK LINE -B NOV. 13, 1997 ULTIMATE CONDITION FILE:B-11-13.SP LINE B- ULTIMATE CONDITION DESIGN FOR PM 24085 AND PM 28657 NOV. 13, 1997 Page 5 LINE "B" STORM DRAIN PM24085 AND PM28657 0 STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HOT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER 0 L/ELEM SO SF AVE HF NORM DEPTH ZR xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxx 0 1222.90 18.26 2.04 20.30 - 75.0 14.66 3.34 23.64 .00 2.72 3.00 .00 .00 0 .00 0 16.27' .00533 .02074 .34 3.00 .00 0 1239.17 18.35 1.95 20.30 75.0 15.38 3.68 23.98 .00 2.72 3.00 .00 .00 0 .00 0 4.00 .00500 .02229 .09 3.00 .00 0 1243.17 18.37 1.93 20.30 75.0 15.57 3.77 24.07 .00 2.72 3.00 .00 .00 0 .00 0 .00 .00500 .02262 .00 3.00 .00 0 1243.17 18.37 1.93 20.30 75.0 15.57 3.77 24.07 .00 2.72 3.00 .00 .00 0 .00 0 .02 .24565 .02259 .00 .97 .00 0 1243.19 18.37 1.94 20.31 75.0 15.55 3.76 24.07 .00 2.72 3.00 .00 .00 0 .00 0 1.15 .24565 .02131 .02 .97 .00 0 1244.34 18.66 2.02 20.68 75.0 14.83 3.42 24.09 .00 2.72 3.00 .00 .00 0 .00 0 .98 .24565 .01896 .02 .97 .00 0 1245.32 18.90 2.11 21.00 75.0 14.14 3.11 24.11 .00 2.72 3.00 .00 .00 0 .00 0 .81 .24565 .01693 .01 .97 .00 0 1246.13 19.10 2.20 21.30 75.0 13.48 2.82 24.12 .00 2.72 3.00 .00 .00 0 .00 0 .66 .24565 .01517 .01 .97 .00 0 1246.79 19.26 2.31 21.57 75.0 12.85 2.57 24.13 .00 2.72 3.00 .00 .00 0 .00 0 .51 .24565 .01366 .01 .97 .00 0 1247.29 19.38 2.42 21.81 75.0 12.25 2.33 24.14 .00 2.72 3.00 .00 .00 0 .00 0 .34 .24565 .01242 .00 .97 .00 0 1247.63 19.47 2.56 22.02 75.0 11.68 2.12 24.14 .00 2.72 3.00 .00 .00 0 .00 0 .14 .24565 .01146 .00 .97 .00 LINE B- ULTIMATE CONDITION DESIGN FOR PM 24085 AND PM 28657 NOV. 13, 1997 Page 6 PAGE 3 WATER SURFACE PROFILE LISTING MURRIETA CREEK LINE -B NOV. 13, 1997 ULTIMATE CONDITION FILE:B-11-13.SP LINE "B" STORM DRAIN PM24085 AND PM28657 0 STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER 0 L/ELEM SO SF AVE HF NORM DEPTH ZR ♦+++x«++.«xxxxxxxxxxxxx:txxxxxx+xxxxxxxxxxx+:++xxx+wxx.xxxxxxxxxxxxx+,rix.xxxxxxxxxxxxxx.r+xxxxxxxxxxxxxxxw+xxxxxxxxxxxxxxxxxxx xxxxxxxx 0 1247.77 19.50 2.72 22.22 75.0 11.14 1.93 24.15 .00 - 2.72 3.00 .00 .00 0 .00 OJUNCT SIR .00857 .00696 .08 .00 0 1259.44 19.60 4.67 24.27 35.6 5.04 .39 24.66 .00 1.94 3.00 .00 .00 0 .00 0 39.78 .00955 .00285 .11 1.58 .00 0 1299.22 19.98 4.40 24.38 35.6 5.04 .39 24.77 .00 1.94 3.00 .00 .00 0 .00 OTRANS STR .01000 .00519 .02 .00 0 1303.22 20.02 4.04 24.06 35.6 7.25 .82 24.88 .00 2.03 2.50 .00 .00 0 .00 0 75.00 .01413 .00753 .56 1.58 .00 0 WALL ENTRANCE - .00 0 1378.22 21.08 3.55 24.63 35.6 7.25 .82 25.44 .00 2.03 2.50 .00 .00 0 .00 1