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HomeMy WebLinkAboutSWP272165(2) 1 1 1 i FES 7 fi DE FL.Cif'r✓���.w.,. <J�F?FrV7plY vrrV� i W L 1 i i i E N G I N E E R S ' ENGINEERING 0 PLANNING 0 SURVEYING ' CONCEPTUAL DRAINAGE REPORT FOR FRED MEYER RENTON CENTER RENTON, WASHINGTON 1 ' Prepared for: Musil Perkowitz Ruth Commerce Center South 9150 SW Pioneer Court, Suite T Wilsonville, Oregon 97070 (503) 685-7350 Prepared by: BOWL ' E NO IN IS H M O A Dlvlalon of DOWL, lnoorporat�d Engineering • Planning • Surveying 8320 154th Avenue N.E. • Redmond,WA 98052 December 1993 ' Revised February 1994 S11475-01 CONCEPTUAL DRAINAGE REPORT ' FOR FRED MEYER RENTON CENTER RENTON, WASHINGTON December 1993 1 Prepared by: DOWL ENGINEERS Robert W. Schildgen, P.E. ' This report has been prepared by the staff of DOWL Engineers under the direction of the undersigned professional engineer whose stamp and signature appears hereon. 27 4.qq- ' EXPIRES obert W. Schild en, P.E. g TABLE OF CONTENTS Page ' General ............................................................................................................................... 1 ExistingConditions ............................................................................................................. 1 ' Proposed Conditions ........................................................................................................... 2 HydrologicData .................................................................................................................. 3 ' Core & Special Requirement Summary ................................................................................ 4 Level One Downstream Analysis ......................................................................................... 5 Appendix A: Calculations Appendix B: Basin Map, Existing (pocket) Basin Map, Proposed (pocket) i iGENERAL ' Renton Center is an existing shopping center located at the southwest quadrant of the intersection of Rainier Avenue South (SR 167) and Sunset Boulevard West. The shopping center consists of a central mall with several out buildings. The proposed project involves the demolition of the central mall and the construction of a new complex containing a Fred Meyer store (167,000 SF), a large store (90,000 SF) of unspecified nature, and ancillary shops totaling 9,600 SF. This i conceptual drainage report, as well as the Preliminary Utility, Grading and Drainage Plan, has been prepared in support of the site plan application submittal to the City of Renton. Information and data presented herein is conceptual in nature and is intended to demonstrate feasibility. A ' complete Technical Information Report will be prepared in conjunction with final design of the project. ' EXISTING CONDITIONS ' The site is located in the SW quarter of Section 18, T 23 N, R 5 E, of the W.M., King County, Washington, and within the Renton City limits. The site is bordered on the east by Rainier ' Avenue, on the north by Sunset Boulevard, on the west by Hardie Avenue, and on the south by the Burlington Northern Railroad. There is a small outlot of approximately 0.96 acres located across Hardie Avenue to the northwest that will not be developed. Total area of the site is 24.92 i acres, excluding the outlot. The central mall complex consists of six buildings including Sears and J.C. Penneys stores. There are 5 additional outbuildings, including restaurants and a bank. The construction date of the initial center is not known exactly, but anecdotal sources indicate a i construction time frame sometime in the early 1960's. The various outbuildings would have been constructed at later dates, with Building E completed in 1992. i The main portion of the site, the 24.92 acres containing the shopping center, is very flat, with typical slopes in the range of 0.5% to 3%. The main portion of the site is essentially impervious asphalt paving or building. The outlot across Hardie contains one small, partially demolished building. The portion of the outlot fronting on Hardie is relatively flat, with asphalt and gravel surfacing. The northern portion of the outlot contains steep slopes, retaining walls and nearly vertical faces to perhaps 35 feet in height. Maple Avenue SW is located on top of the bluff and ithe street may intrude on the tract. Landscaping is absolutely minimal and overall the existing shopping center is 97.3% impervious. iThe site pre-dates the May 1979 King County Storm Drainage Control Requirements and there is no on-site detention facility. The main portion of the site has an extensive collection system, with i lines ranging from 6 inches to 24 inches in diameter. Pipe material is predominately RCP, with some PVC and DIP. The collection system discharges to the 36" by 60" CMPA trunk line in Hardie Avenue at six locations. The condition of the on-site collection system appears to be igenerally good, although a pre-design survey will need to be made to determine specific problems. i i _ 1 _ PROPOSED CONDITIONS The proposed reconstruction will replace the central mall complex entirely with three buildings. The prime building is a Fred Meyer store of 167,000 SF,joined on the south by 9,600 SF of small shops and approximately 90,000 SF of major tenant. No changes are proposed for the various outbuildings although parking lot and driveway configuration will be modified. In general earthwork is minimal and can be described as that necessary for building foundation work only. The existing asphalt concrete pavement is in fair shape. Pending input from a geotechnical engineer, it is intended that the existing pavement will remain in place, with the exception of patching and sealing, and that the entire parking lot will be resurfaced. In general the existing grades and slopes in the parking lot will be maintained, with minor changes as necessary around the buildings and medians/islands. Much of the regrading is minimal and could be accomplished by the pavement overlay. The sole exception is the truck surface dock where approximately 2 feet of excavation will be required. ' Since the parking lot grades will not be changed, the existing collection system will be utilized for the proposed project to the extent possible. Some modification will be necessary due to the new building layout. All storm drain lines, as well as water and sewer lines, that run under the ' proposed buildings will abandoned in place or removed as necessary. There will need to be a new storm drain installed under the small shops (Tenant B) to convey runoff from the main parking lot westerly to Hardie Avenue. This line has been estimated at 30" diameter and will be suitably ' encased under the building. Depth of bury from finished floor to the top of the storm drain is around 7.5 feet. New or replacement catch basins are proposed at various locations as shown on the preliminary drainage plan in order to correspond to the new site plan. The preliminary drainage plan assumes that the existing catch basins and storm drains that do not conflict with the new site plan will ' remain. The known information on the existing collection system has been collated from various topographic and ALTA surveys performed by DOWL and is as complete as possible for a surface survey of underground improvements. Considering the age of the collection system, it would be prudent to pothole much of the system to confirm location, diameter, material and condition. This exploration could occur during the demolition of the existing structures and need not be inconvenient to the public or disrupt service. Pending this investigation, it can be assumed that some of the existing catch basins or drain lines will need to be replaced or up-sized. The proposed site plan will result in increased landscaped area. Overall the pervious area on the site will increase to 8% from 2.7%. The decrease in impervious surface is 1.63 acres. The new site plan will result in 100-year, 24-hour duration peak flows less than existing conditions. The project is exempt from core requirement #3 and no peak rate control is proposed. Further, since there is not an increase in impervious area, no biofiltration is proposed. Inclusion of a biofiltration swale in the southwest corner was considered, however, due to the flat nature of the site, the swale would need to be 7 to 8 feet below existing ground level and would be subject to flooding whenever there is appreciable depth of flow in the downstream trunk line. - 2 The six discharge points to the trunk line will be maintained with the exception of h x' " g P p the existing 24 drain connecting to manhole # 137-10. The basin draining to this manhole is larger than under texisting conditions and a 30" diameter storm drain has been assumed. A new manhole is proposed approximately 85 feet downstream in order to avoid the existing acute entry angle. HYDROLOGIC DATA 1 Six separate basins were established, each draining to a storm drain manhole on the Hardie Avenue trunk sewer. Basin boundaries and time of concentration routes are shown on the basin mapping included with this report. Three events were analyzed for each basin under both existing and developed conditions using the King County HYD software (SBUH methodology). As the shopping center was built prior to May 1979, existing conditions were taken as the current land ' use shown on the basin mapping. Basin pervious/impervious area data, discharge points and peak flows for both existing and developed conditions are summarized below; calculations and print out are included in the appendix. The six basins have been summed at the downstream end of the ' project to determine the total discharge from the site. ' Peak Flow Summary Existing Conditions Discharge Pervious Area Total Area 2-Year 10-Year 100-Year Basin SD MH (% of total) (acres) (cfs) (cfs) (cfs) 1 137-6 19.1 0.96 0.46 0.70 0.97 2 E-19 7.2 0.59 0.34 0.51 0.69 3 D6-13 1.3 1.06 0.58 0.86 1.17 4 137-7 3.5 11.55 4.44 6.64 9.07 5 137-10 0.6 8.80 4.38 6.51 8.87 6 E8-6 <0.1 2.92 1.46 2.17 2.96 ' F Sum E8-6 2.7 25.88 10.36 15.46 21.09 Peak Flow Summary Proposed Conditions Discharge Pervious Area Total Area 2-Year 10-Year 100-Year Basin SD MH % of total) (acres) (cfs) (cfs) (cfs) 1 137-6 51.1 0.96 0.46 0.70 0.97 2 E-19 33.7 0.59 0.23 0.36 0.51 ' 3 D6-13 10.5 1.07 0.51 0.78 1.07 4 137-7 4.8 4.70 2.01 3.01 4.11 ' 5 New MH 7.0 15.50 6.07 9.12 12.49 6 E8-6 7.1 3.06 1.38 2.06 2.83 Sum E8-6 9.0 25.88 9.67 14.56 2000. - 3 - ' As can be seen from the previous tables, the proposed landscaping significantly increases the pervious area of the shopping center, which in turn results in somewhat lower peak flows. CORE & SPECIAL REQUIREMENT SUMMARY Core per u re irements the 1990 q p King County Surface Water Design Manual: 1. Discharge at the Natural Location. The proposed project maintains the existing discharge to the storm drain trunk line in Hardie Avenue. 2. Off-site Analysis. A Level 1 Downstream Analysis is included with this report. ' 3. Runoff Control. The proposed project is exempt from providing peak rate runoff control as there is no increase in impervious area and the 100-year, 24-hour peak flow discharged from the proposed project is less than currently discharged. The proposed project is exempt from providing on-site biofiltration since there is no increase in impervious area. 4. Conveyance System. The collection and conveyance system for the project will be sized ' for the 25-year design storm with surcharge and overflow for the 100-year event in accordance with 1990 KCSWDM criteria. ' 5. Erosion and Sediment Control Plan. An erosion and sediment control plan will be prepared and submitted with the construction drawing package to the City. ' 6. Maintenance and Operation. A maintenance and operation manual will be included within the Technical Information report submitted with the construction drawing package to ' the City. 7. Bonds and Liability. Necessary performance bonding will be supplied to the City. Special requirements per the 1990 King County Surface Water Design Manual: ' 1. Critical Drainage Areas. To our knowledge the project is not located within a Critical Drainage Area. ' 2. Compliance with an Existing Master Plan. Not applicable, there is no existing Master Drainage Plan pertaining to the project. 3. Conditions Requiring a Master Drainage Plan. Not applicable, as a commercial development the project will not eventually construct more than 50 acres of impervious surface. ' 4. Adopted Basin or Community Plans P ty . To our knowledge there is no adopted Basin or ' Community Plan effect. - 4 - 5. Special Water Quality Controls. Not applicable, no threshold discharge area of the ' project will increase impervious surface area. 6. Coalescing Plate OiVWater Separators. Not applicable, the project will not increase timpervious surface area. 7. Closed Depressions. Not applicable, the project does not propose discharge to a closed ' depression. ' 8. Uses of Lakes, Wetlands or Closed Depressions for Runoff Control. Not applicable, the project does not propose to use a lake, wetland or closed depression for peak rate runoff control. 9. Delineation of the 100-Year Floodplain. Not applicable, the project does not contain or abut a stream, lake or wetland, and is not located within the 100-year floodpiain as defined ' in the FEMA FIRM map. 10. Flood Protection Facilities for Type 1 and Type 2 Streams. Not applicable, the project ' does not contain or abut a Class 1 or 2 stream that has flood protection features. 11. Geotechnical Analysis and Report. Not applicable, the project does not propose to ' construct an infiltration system or modify existing flood protection facilities. A geotechnical report will be prepared as necessary for building foundation and pavement design. 12. Soils Analysis and Report. Not applicable, the underlying soil have been mapped and the classification is not in error and additional soils classification is not warranted. DOWNSTREAM ANALYSIS The manhole and outlet pipe summary was obtained from the City and the index mapping (sheets 15 & 16) is included with the calculations in this report to graphically illustrate the downstream flow path. The field inspection occurred on November 26, 1993. Weather was clear and dry. All manholes opened and inspected were uniformly clean of debris or noticeable sediment deposits, and both the trunk line and manhole were undamaged. The 36" by 60" CMP arch pipe in Hardie ' Avenue receives all runoff from the site. SD MH #D7-7 is the first manhole that receives an appreciable contribution from the site and was not found as the rim has apparently been paved over. SD MH #D7-10 was opened and inspected; the trunk line had approximately 4 inches of ' water. The slope of the arch pipe is not known, but is probably quite flat. Whether or not the water was flowing or standing was not possible to determine. The second manhole found was SD MH #E8-19, immediately south of the railroad tracks. The trunk line turns westerly at this point and the next manhole was not found. SD MH #D8-11 and D8-12 were both opened and inspected. From this manhole the line turns southerly to SD MH#D8-5 in SW 7th Street. ' - 5 - The trunk line proceeds westerly in SW 7th; no manholes were opened and inspected due to heavy traffic. From as-built records, the first reach of pipe in SW 7th is 54" diameter concrete pipe at 0.065%. Pipe size changes to 60" concrete at SD MH #C8-8 and then runs approximately 2,900 feet to the west at a slope of 0.033% to a manhole at the intersection of SW 7th Street and Naces Avenue. The trunk line turns north in Naces to SD MH #G8-1, which was opened and ' inspected. Another, un-numbered, manhole was found just north of#G8-1 and was opened and inspected. The last manhole on the trunk line is SD MH #G8-2, which was opened and inspected, and at which point the trunk lines turns west approximately 100 feet to an open channel. This last ireach of pipe was an CMP arch measuring 63" by 87". The discharge to the channel was inspected and found to be in good shape and free of debris or sediment. There was approximately one foot depth of flow exiting the pipe. The channel to the Black River has a rock bottom and sideslopes vegetated with alder and berry vines. Width of the bottom is approximately 7 feet; depth of the channel from the over-banks is approximately 6 to 7 feet. Total distance from the ' south end of the site to the end of the trunk drain line is approximately 4,900 feet. The open channel was not followed down to the Black River. No problems were found in the downstream conveyance with respect to damage, erosion, sediment deposits, or obvious lack of capacity. ' d DOWL ENGINEERS COMPUTATIONS w•0.#1'114�5 ' Project lame Client Name P,,F�/ �r-`� _ Sheet of �ENT�N CENiC2 Prepared by: ate Y C+ /Y 2 93 Checked by: Date ...... -- -- - -- - _3vfu 16 -- - - C'N /Znf/JSPED__ 1�� 5--- ........... 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TYPE-!A RAINFALL DISTRIBUTION ENTER: FREQ(YEAR) , DURATION(HOUR) , PRECIP(INCHES ) 24,00 2,00 ---------------------------------------------------------------------- s+ ri ? * ar+* * 3 � S.C.S. TYPE-1A DISTRIBUTION *'* ** _-YEAR 24-HOUR STORM *>}+ 2.00" TOTAL FRECIP. * t+ ; ---------------------------------------------------------------------- ENi 7 EF: A(DERV? CN;PERV? , A( I M P E R V? ; C N( IMPERV ) , TC F AR BAD IN "d0. 1 87.0 .8 98.0 3.6 rDA'=' FRIPJ't-OUT: -.E! (ACRES ? PERVIOUS IMPERVIOUS TC(MINUTES ,� A C'N A C,N 1 .0 ._ 87.0 .8 98.0 3. ' PEA'k-Q(CFS) T-PEAK(HRS ) VOL(CU-FT ? .46 7.67 5617 E� id. ji7,af 3fiiera ,e[ .e.;:i I cOR STORAGE OF i X.C /- U/ ' SPECIFY: C - CONTINUE , N - NEWSTORM, P - PRINT, S - STOP C ---------------------------------------------------------------------- ' ENTER: A(PERV) , CN(PERV), A( IMPERV) , %N( TMPERV) , TC FOR BASIN NO. C .0 87.0 .6 98.0 1 .5 DATA PRINT-OUT: ' AREA(ACPES ) PERVIOUS IMPERVIOUS TC(MINUTES) A ON A ON ' .6 .0 87.0 .6 98.0 1 .5 PERK-0(OFS1 T-PEAK(HRS) VOL(CU-FT1 34 7.67 3675 ENTER 1d: Itpath'sfilenemet .ext ? FOR STORAGE OF COMPUTED HYDROGRAPH: 3Xi ' SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP ---------------------------------------------------------------------- E'dTER: A(PERV) , CN(PERU) , A( iMPERV) , GN( IMPERV) , TC FOR BASIN NO. .0 87.0 1 .0 98.0 3._ DATA PRINT-OUT: - AF.EA(ACRES ) PERVIOUS IMPER(,•iUUS TC(MINU T ES ) A A 0 N PEAK-Q(CFS ) T-PEAK(HRS ) VOL. ,,U-FT. .5S 7.E7 �'97 jENTER td: )ipath,fi'_enamel .ext 7 FOR STORAGE OF COMPUTED HYDROGRAPH: v 1`� SPECIFY: C - CONTINUE , N - `kEWSTORM ; P - PRii!T , - STOP C ---------------------------------------------------------------------- ' ENTE?: Q(F'ERV N(PER"" , ..JIt!PER'' C. IMPER' ) TC FOR BASIN �O. 4 v I I ,� B N .4 8 .0 11 0 ;g 7. DATA PRINT-OUT. AREA(ACRES ) PERVIOUS IMPERI.)IOUS TC(MINUTES ) A r 1" A C N PEAK-Q(OFS > T-PEAK(HRH VOL`. `L:-F T 4.44 7.83 ENTER id: Itpathlfilenamel .:K:t7 FOP S.0 P %E OF COMPUTED HYDROGRAPH: 4X2 ' SPECIFY: C - CONTINUE , N - NE.WSTORM, P - PRINT , S - STOP L -------------------------------------------------- EN71 ER: A%P E R V ? , ON::FEP.V i , I TO,PER,;' ^"; T^DERV ) , T C FOR BASIN N i.- 5 L:.: r 1 87.0 8.8 DATA PRINT-OUT: AR.EA,(ACPES) PERVIOUS IPIPER'ti,IO_'S 7C(MI'�UTES 1 8.8 . 1 °7.0 6.9 ag 0 c ' PEAt(-Q(CFS ) T-PEAYi HRS ) VOL(CU-FT ) 4.78 r .67 56522 ' ENTER [U: I[pathlfilename[ .ext ) FOR STORAGE OF COMPUTED' HYDR06RAPH: Sx2 SPECIFY: C - CONTINUE , N - NEWSTORM, P - PRINT , S - STOP ---------------------------------------------------------------------- ENTER: A(PERV CN(PERV) , A( IMPERV ) , CN( IMPERV ) , TC FOR BASIN NO. 6 ' ^T C .0 _ - 98.0 DATA FRONT-OUT: ' r?REA(ACRES) PER'4!IC1US IMPERVIC;EiS TC;?°`INUTES A CN A CN �.5 .0 87.0 -.9 98.0 S.? PEAS;-O(CFS) T-PEA ;t HRS) VOL(CU-FT . .46 6? 18775 ENTER [d: I[pathlfilename[ .extl FOR STORAGE OF COMPUTED HYDROGRAPH: 6xL ' SPECIFY: C - - NTIPdUE , N - NEWSTORM, P - PRINT, S - STOP N 5 ORM T IOP!S: ' STR('1 C%ATA FILE TASPECIFY; STORM OPTION: 1 ' S.C.S. TYPE aAIPNFALL JISTRIB'JTION ENTER. FEED(YEAR) , D JJRFTION(HOUR ) , PRECIP( If' -tS yrJ 0 24.00 _90, S.C.S. Tl'PE-1A D-CTRTBUT'•OrN ,- rtsxitif+sF�F 10—YEiR � .—:HOJR STORM **** ?.90' TOTAL . C. : DIP. ----- ----- ---- -------------------- - .. ENTER: A(PERU' CN(PEP'•J) A( iMPERrJ ) C'N% °E T�: 6 !IMI R'v ) , O F;O" ASIN NO. i 87. .8 98.0 3.8 ' DATA P!.,T iT-O_ ' AREA(ACRES , PER' IQUS IMPERVIOUS T17 N:I'NU T ES A 'N A CN 1 .0 .0 v7.0 .e 95.0 _. ' PEAT:-' CF1 . .-PEA_(HR:S : VOL(CU FT 70 7.57 8637 ' ENTER [d I[pat h I f i I en3msF[ .ex 7 FOR STCDRP,GE nl:: _OMPUTEC HYDROGPAPH: 1xi0 PECIFY. _ - 'C','ONTINUE , 'N - NEWSTORM , - PRIN , 5 - O ----------------------------------------------------------------------- ENTER. (PERVi . ::N(FEPV; A( IMPERV ) , C.N( IMPEP, . , TC Ft:: SASIN N0, E DAT8 PRINT-OUT: O AREA(ACRES ) PERVIOUS IMPERVIOUS TC(MINUTES " A CN A CN . .0 67.0 .e 96.0 ] .S REAR-Q(CFS) T-REAK(HRS) VOL(CU-FT) .S! 7.E7 SS69 ENTER [d: ](pelhlfllenamel .ex! ] FOR STORAGE OF COMPUTED HYOROGRAPH: 2X1@ SPECIFY: C - CONTINUE . N - NEQSTORM, P - PRINT, S - STOP C ------------------------------------------------------------------ ENTER: A(PERQ � , cw<RERv) , A( IMRERe!/CNiIMRERe) . TC FOR BASIN No. s .0 87.0 1 .2 5e,0 : A A TNT-OUT: AREA(ACRES ) PERVIOUS IMPERVIOUS TC<MINUTH ON A CN ! . ! ,e. 87.0 ! .a ea.§ 3.2 PEAK-Q(CFS ) T-PEAK(HRS VOL CU-FTC � .8 71 .67 � , FOR STORAGE T`� ENTER [d: 2pathlfllename[ .ex. . S ORAGE OF COMPUTED HYOROG"RAPH: 3M0 SPECIFY: C - CONTINUE, N - NEQSTORM, P - PRINT , s - _TOP ---------------------------------------------------------------------- ENTER: a(RERQ) , CN(EERQ ' , »( IMRERe ) , ON( IMRER?! . Tc -OR BBSIw NO. , .4 e7.@ ll . l 5a.e 1a.3 DATA PRINT-OUT: a R EA'(ACRES ) PER'1TOUs IMRER9IOUs TC INUTES ! w CN \, 2. 11 .6 4ll . 1 :a.@ le.s FE tat K-Q(CFS ) T-PE wK(HRS ) QOL(cU-FT > e.e4 11e054 ENTER [d: ][palhlfilemamel .exll FOR STORAGE of COMPUTED HYDROBRARH: PE"S CIFY: C - CONTINUE , R - QEQSTORM , F - RRIw7 , S - STOP c ENTER: A(PERV ) , CN(PER\\\ \\\MFER \ \/\}MPEP \ }C FOR BASE\ NO. S�� . 1 87.el E.e 98.13 5.7 DATA PRINT-OUT: aREA(ACRES PERVIOUS :MPER9Io)js TE!eINUTES A Ew . . w e.e . l 57.@ e,e Be.e 5.3 PEAK-Q(0'FS T-PEAK,HRS ) 20L:CJ-FT > 6.51 7.57 asee4 ENTER Fd: l[palhlfllenamel .exll FOR 3TORASE Cc °°oMRUTED HYDROGRAPH: /y 5xla SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT , S - STOP / ---------------------------------------------------------------------- ENTER: A(PERV) , CN(PERV) , A( IMPERV) , CN( IMPERV) , TC FOR BASIN NC'. 6 ' .0 87.0 2.9 96.0 S.0 DATA PRINT-OUT: ' AREA(ACRES ) PERVIOUS IMPERVIOUS TC(MINUTES ) A ON A ON ?.9 .0 87.0 f2.9 98.0 ' PEAK-Q(CFS) T-PEAK(HRS ) VOL(CU-FT ) 9. 17 7.67 28250 ' ENTER Id: )[pathlf:lena�,e_ .ext] FOR STORAGE OF COMFUTED HYDROG-RAFH: 6X is ' SPE';jFY: 0 - CONTINUE, N - NEWSTORM, P - PRINT , S - STOP N STORM OPTIONS: ' 1 - S.C.S. TYPE-1A - 7-DAY DESIGN STORM ' - - STORM DATA FILE SPECIFY STORM OPTION: 1 S.C.6. TYPE-1A RAINFALL DISTRIBUTION ENTER: FREy YEAR ) , DURAT?ON(HOUR , PR'E-TC*tIN;.HP' 100 24.00 3.90 .. .L.S. T PE- A D._TFI-U! IOPd 24-HOUR STORM 7,.OI" TOTAL PRECIP. -------------------------------------------------------`-------------- ENT=R: Ai PERV) C:N(PERV ') , A( IMPEr'V; ;:' ( INFER" ) , TO FOR BASIN NO. 1 C 87,0 .8 98.0 r+.TA PRINT-OUT. ' AKEA(ACRE7 ) PEiV+jCiiS jMPERVjOUS '.;ini•'�IiTPSi A ICf4 A CN 1 .;� 4. 87.0 .8 98.0 3.8 ' PEAS,-0(CFS) T-PE6K(F RS ) VOL (C :-F T 97 67 12-04S ' ENTER _d: J[pathI I enamef .e :t. OR 5 F*'A,:E O= C:OMPUTED GR. HYDR G A F H i X 00 SPECIFY 0 - CONT;NUE N - P,jEWSTuP.N P - r TNT , S - STOP ------- ENTER: A;.PERV) , Ni.FERV ; , A( IMPERV CN( IrhF`R,v ) TOFOR BASIN Not .. .0 87.0 .6 96.0 1 .5 ' DATA PRINT-OUT: ' AR'EA(ACRES ) PERVIOUS IMPERVIOUS TC::MINUTES ) A Cfd A ON 6 .0 87.0 .6 98.0 1 .5 �y PEAK-Q( CFS ) -PEAY;HRS) VOL(CU-FT ) .69 7.67 7690 ld ' ENTER [d: I[pathlfilename[ .extl FOR STORAGE OF COMPUTED HYDROGRAPH: ?X100 ' SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT , S - STOP C ' ENTER: A(PERV) , CN!PERV> , A( IMPERVI , CN( IMPERV) ,-TC FOR- -- --BASIN ND. _ .0 67.0 1 .0 98.0 3.2 DATA PRINT-CUT: AREA(ACrES1 _ VIOL"S IMPERVIOUS TC(MINUTES ) ' CN A ON 57.0 1 .0 96.0 3.2 PEAK-t�' FS ; ,-. -AK(HRS ) VOL(CU-FT) 14067 ENTER [C: i[path;f__ename[ .extI FOR STORAGE OF COMPUTED HYDROGRAPH: SPE IFY _ CONTINUE , N NEWSTORM , P PINT , S STOP 0 ' EN -Pi PER V C -ERk) , A( IMPERV)--rev :Mr ERti---TO FOR EAS 1N No. 98.0 ?'9 i . DATA "PINT- LT: n °=A,A01RE. . E�;vIOUS IMPERVIOUS TC(.MINUTES ) ' - 7. A 8 8? r ; 1 ? 98.0 ? 9.- PE7i,K ='F_ . - E A K I"H S ! VOL(CU-FT) ' 9 ?S1t73 ENTER [r : [pat h f::ename[ .ex t a FOR STORAGE OF COMPUTED Hy--RO� Rr.P':-i: 4.X1,30, ' SPEC 1F'r. _ - CON T:•''iLIE , N, - NEWISTOR11, , P - PRINT S - _T OP C ----------------------------------------_----------------------------- ENT--: A(PERV) , CNt PERV) A( IMPERV) 1,1. _-PER•.r') TC FOR 6 SIN NO. 5 . 1 37.0 8.8 9a.0 LEATc PRiN.-OUT: tRVIDJS iMFE _DJ T�1( 1 T NUTEt ) - _- ..7.v0 8.8 96.0 5.3 FE h:-Q _ . T-PEAK(HPS ) iOL(CU-FT ENTtP E d: ''P a h•_'f-_enar;e[ .P 1,:t ? FOR STORAGE OF '''OM l i E v' OGR P ' SXi00; SPECIFY: _ - CCNTI°UE, N - NEWSTORM, P - PRINT _.---"-----`------------------------.-------------------__-------------- Tr^.: y; ';�[PERU ) ; At i`1PERV ) CNt. IMIPERV TC FOR 5T ND .dlL. ..k 1 �7, f ) `L DATA Ph1Nl-UU1 : f� ' AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 2.9 .0 87.0 2.9 98.0 S.2 ' PEAK-Q(CFS) T-PEAK(HRS ) VOL(CU-FT) 2.96 7.67 38810 ' ENTER [d: I[pathlfilename[ .ext7 FOR STORAGE OF COMPUTED HYDROGRAPH: 6X100 ' SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP S ROUTINE FOR ADDING HYOROGRAPHS ' ENTER: [d: I[pathlfilename[ .ex+, OF HYDROGRAPH 1 6 x.2 ' ENTER: TRAVEL TIME (MINUTES ) OF HYDROGRAPH 1 .00 ' ENTER: [d: l;1pathIfilename[ .ext1 OF HYDROGRAPH 2 lX2 ENTER: TRAVEL TIME (MINUTES ) OF HYDROGRAPH 2 1S 30 DATA PRINT-OUT: ' HYDROGRAPH 1 : PEAK-Q= 1 .46 CFS T-PEAK= 7.67 HRS TT= 0 MINUTES HYDROGRAPH 2• PEAK-Q= .43 CFS T-PEAK= 8.00 HRS TT= IS MINUTES ' HYDROGRAPH SUM: PEAK-Q= 1 .72 CFS T-PEAK= 7.63 HRS TOTAL VOLUME: 7-4-74SCU-FT ' SPECIFY: C - CONTINUE, N - NEWJJOB , F - FILE, P - PRINT , S - STOP U ' ENTER: Ed: IIpathIfilename[ .e :tI OF HYDROGRAPH , 2X2 ENTER: TRAVEL TIME (MINUTES ) i4v DROGRAPH 26.80 ' DATA PRINT-OUT: -. HYDROGRAPH S' PEAK .- 1 .72 CPS T-PEAK-- 7.83 ;FRS TT-- 0 MINUTES HYDROGRAPH 3: PEAK- a= 30 CPS T-PEAK= 9. 17 HRS TT= 26 MINUTES HYDROGRAPH SUM: PEAK- = 1 .87 CPS -PEAK= 7.83 HRS TOTAL VOLUME: 2794CU-FT ' SPECIFY: C - CONTINUE, N - NEW'OB , F - FILE , P - PRINT, S - STOP C ' ENTER.: [d: 7[rathlfilename[ .e.I OF H-.0F0GR�-'H 4 3X2 ' ENTER: TRAVEL TIME (MINUTES ) OF HYDR06RAPH 4 19.80 ' DATA PRINT-OUT: �1 HYDRoeRAFH S: PEAK-Q= 1 .87 CFS T-PERK= 7.83 HRS TT= 0 MINUTES � HYDROERARH 4: AK-Q= .se CFS T-PE AK= 8.00 HRS TT= 19 MINUTES HYGROGRAFH SUM: PEAK-Q= 2.20 CFS T-PEAK= 7.83 HRS TOTAL VOLUME: 34763CU-FT IPEOIFY: 0 - CONTINUE, N - NEQJOB , F - FILE , P - PRINT, S - STOP c ENTER: [d: 2pathlflleneme[ .ex!3 of HYDRoeRAFH S ENTER: TRAVEL TIME (MINUTES ) of AYOROGRAPH S 9.40 DATA PRINT-OUT: HYDROORARH 5: PEAK-Q= 2.20 CFS T-PEAK= 7,83 HRS TT= 2 MIS-7Es HYDRoeRAFH S: FEaK-Q= 4.40 CFS T-PEAK= 8.00 HRS TT= e MINUTES HYDR06RAPH SUM: RE--Q= 1.43 CFS T-PEAK= 8,00 HRS TOTAL VOLUME: 1e7712CU-FT SPECIFY: C - CONTINUE, N - NEQJOB, F - FILE , R - PRINT , S - STOP c ENTER: 10J: 3pathl!llename[ .exl1 OF HYOROGRAPH e � sx2 ENTER: TRAVEL TIME (MINUTES ) of HYDROGRARH G DATA PRT -OUT: H YOROeReRH s: PEAK-Q- e.43 CFS T-PEAK= S.@a HRS TT= 3 ROTES RYDR OSRAFH e: PEaK-Q= 4,2 AK 8 CFS T-PE = 7.83 // S TT= E MlROTES H(DPOSR aH SUM: EE2 s Q= 10.36 CFS T-eEaK= 7.K HRS TOTAL VOLUME: 1G41e4CU-FT SPECIFY: 3 - CO TIN NUE, N - NEQJOB, F - FILE , e - PRINT , 5 - STOP F ENTER Fd: 2pelhlf!lenamer .exll FOR STORAGE OF COMPUTED HYDRoeRAFH: 2x SPECIFY: C - CONTINUE , N - NEQJO6. F - FILE . R - PRINT , S - STOP ROUTINE FOR ADDING HYDROGRAPHS ENTER: [a: »p athlf!lenameI .ex! ] OF HYDRoeRAFH I Gx;e ENTER: TRegEL TIME (MINUTES ) OF HYDROGRAPH t .3e ENTER: la: 3path]fIlenameF .exII OF HYDRoeRAFH 2 � !xl@ ENTER: TRAVEL TIME (MINUTES ) OF HYOROARAPH 2 15.30 �* pATA PRINT-OUT: ' HYDROGRAPH 1 : PEAK-Q= 2. 17 CFS T-PEAK= 7.67 HRS TT= 0 MINUTES HYDRpGRAPH 2: PEAK-Q= .86 CFS T-PEAK= 8.00 HRS TT= 15 MINUTES ' HYDROGRAPH SUM: PEAK-Q= 2.57 CFS T-PEAK= 7.83 HRS TOTAL VOLUME: 36797CU-FT ' SPECIFY: C - CONTINUE, N - NEWJOB, F - 1 E P - PRINT, 5 - STOP C ' ENTER: 1d: l[pathlfilename[ .ert1 OF HYDROGRAPH 3 2x10 ' ENTER: TRAVEL TIME (MINUTES) OF HYDROGRAPH 3 26.80 1 DATA PRINT-OUT: HYDROGRAPH S: PEAK-Q= 2.57 CFS T-PEAK= 7.83 HRS TT= 0 MINUTES HYDROGRAPH 3: PEAK-Q= .46 CFS T-PEAK= 8, 17 HRS TT= 26 MINUTES rHYDROGRAPH SUM: PEAK-Q= 2.79 CFS T-PEAK= 7.83 HRS ' TOTAL VOLUME: 42342CU-FT SPECIFY. C CONTINUE, N - NEWJ08, F - FILE, P - PRINT , S - STOP C ENTER: [d: 1[path!filename[ .ext ) OF HYDR0 RAPH 4 J_X l ��t ' ENTER: TRAVEL TIME (MINUTES ) OF HYDROGRAPH 4 19.80 ' DATA PRINT-OUT: HYDROGRAPH S: PEAK-Q= 2.79 CFS T-FEAK= 7.63 HRS TT= 0 MINUTES HYDROGRAPH 4: PEAK-Q= 6.6 O.F= T-PEAK= 9,10 HRS TT= 19 MINUTES ' HYDROGRAPH SUM: PEAK-Q= 3.29 CFS T-PEAK= 7.83 HRS ' TOTAL 'VOLUME: 52452CU-FT SPECIFY: C - CONTINUE , N - NEWJOB, F - FILE, P - PRINT, S - STOP c ENTER: [d: l[pathlfilename[ .extl OF HYDROGRAPH 5 4?(1 0 ' ENTER: TRAVEL TIME (MINUTES ) OF HYDROGRAPH 5 9.40 ' DATA PRINT-OUT: HYDROGRAPH S: PEAK-Q= 3.29 CFS T-PEAF:= 7.53 HRS TT= 0 MINUTES HYDROGRAPH 5: PEAK-Q= 6.58 CFS T- EAK= 8.00 HR5 TT= 9 MINUTES ' HYDROGRAPH SUM: PEAK-Q= 9.61 CFS T-FEEAK= 8.00 HRS ' TOTAL VOLUME: 182456OU-FT SPECIFY: C - CONTINUE , N' - NEWJOB , F - FILE , P - PRINT, - STOP r ENTER: [d: J1path1fi1ename[ .ext3 OF HYDROGRAPH 6 It 5X10 ENTER: TRAVEL TIME (MINUTES) OF HYDROGRAPH 6 6.20 DATA PRINT-OUT: ' HYDROGRAPH S: PEAK-Q= 9.61 CFS T-PEAK= 8.00 HRS TT= 0 MINUTES HYDROGRAPH 6: PEAK-Q= 6.36 CFS T-PEAK= 7.83 HRS TT= 6 MINUTES HYDROGRAPH SUM: PEAK-Q= 15.46 CFS T-PEAK= 7.83 HRS TOTAL VOLUME: 24744SCU-FT t SPEC'IFY: C - CONTINUE) N - NEWJOB , F - FILE, P - PRINT, S - ST.UP- F ' ENTER [d: 1[path3fi1ename1 .ext3 FOR STORAGE OF COMPUTED HYDROGRAPH: lox SPECIFY: C - CONTINUE, N - NEWJOB , F - FILE , P - PRINT, S - STOP ' S ROUTINE FOR ADDING HYOROGRAPHS ' ENTER: 1d: 11pathlfi1ename[ .ext3 OF HYDROGRAPH 1 6X1CIO ' ENTER: TRAVEL TIME (MINUTES ) OF HYDROGRAPH 1 .00 ' ENTER: 1Fd: 1[path1fi1ename[ .ext3 OF HYDROGRAPH ix100 ENTER: TRAVEL TIME (MINUTES ) OF HYDROGRAPH E 15.30 DATA PRINT-OUT: ' HYLIROGRAPH 1 : PEAK-Q= 2.96 CFS T-PEAK= 7.67 HRS TT= 0 KTNrJTtS HYDROGRAPH Z: PEAK-Q= .91 CFS T-PEAK= 8.00 HRS TT= 15 MINUTES ' HYDROGRAPH SUS'':: PEAK -PE4 - HIP -Q= �.Svc CFS T K- 7.�� HIPS TOTAL VOLUME: 507355CU-FT ' SPECIFY: C - CONTINUE, N - NEWJOB , F - FILE, P - PRINT , S - STOP L ' ENTER: [d: 3[pathlfi1aname[ .ext1 OF HYDROGRAPH 3 21x1DO ENTER: TRAVEL TIME (MINUTES ) OF HYDROGRAPH 3 C5.80 DATA PRINT-OUT: ' HYDROGRAPH 5: PEAK-Q= 3.50 CFS T-PEAH;= 7.83 HPS TT= 0 MINUTES HYDROGRAPH 3: PEAK-Q= .62 CFS T-PEAK= 8. 17 HPS TT= 26 MINUTES> HYDROGRAPH SUM: PEAK-Q= 3.80 CFS T-PEAK= 7.63 HRS TOTAL VOLUME: 58542CU-FT iDX SPECIFY: C - CONTINUE, N - NEWJOB , F - FILE, P - PRINT , S - STOP ENTER: Id: )[path)filenamel .ext ] OF HYDROGRAPH 4 3X100 ' ENTER: TRAVEL TIME (MINUTES) OF HYDROGRAPH 4 19.80 DATA PRINT-OUT: HYDROGRAPH S: PEAK-Q= 3.80 CFS T-PEAK= 7.83 HRS TT- 0 MINUTES- HYDROGRAPH 4: PEAK-Q= 1 . 17 CFS T-PEAK= 8.00 HRS TT= 19 MINUTES HYDROGRAPH SUM: PEAK-Q= 4.49 CFS T-PEAK= 7.83 HRS TOTAL VOLUME: 77606CU-FT SPECIFY: C - CONTINUE, N - NEWJOB, F - FILE , P - PRINT , S - STOP C ENTER. [d: )[path)filename[ .ext) OF HYDROGRAPH 5 4X100 ' ENTER: TRAVEL TIME (MINUTES ) OF HYDROGRAPH 5 9.40 DATA PRINT-OUT: HYOROGRAPH S: PEAK-Q= 4.49 CFS T-PEAK= 7.83 HRS TT= 0 MINUTES ' HYDROGRAPH 5: PEAK-Q= 8.99 CFS T-PEAK= 8.00 HRS TT= 9 MINUTES HYDROGRAPH SUM: PEAK.-Q= 13. 11 CFS T-PEAK= 8.00 HRS ' TOTAL VOLUME: �C4099CU-FT _ SPECIFY: ! - CONTINUE, N - NEWJOB , F - FILE, P - PRINT , S - STOP c EWER: [d: )[psth)fil enamel .extl OF HYDROGRAPH 6 ' 1 SX00 ENTER: TRAVEL TIME (MINUTES ; OF HYDROGRAPH 6 6.20 ' DATA PRINT-OUT: HYDROGRAPH S: PEAK-Q= 13. 11 CFS T-PEAK= 8.00 HRS TT= 0 MINUTES ' HYDROGRAPH 5: PEAK-Q= 8.65 CFS T-PEAK= 7.83 HRS TT= 6 MINUTES HYDROGRAPH SUM: PEAK- = 21 .09 CFS T-PcAK= 7.83 HRS TOTAL VOLUME 341039CU-FT SPECIFY: C - CONTINUE, N - NEWJOB, F - FILE , P - PRINT , S - STOP F ENTER [d: )[pa*. )filename[ .e-:t ) FOR STORAGE OF COMPUTED HYDROGRAPH: ' 10107 x: SPECIFY: C - CONTINUE , N - NEWJOB, F - FILE , P - PRINT , S - STOP S ' Step - Program terminated. A DOWL ENGINEERS I COMPUTATIONS W•O ' Project Name Client Name 14142k Sheet of 7 CI-A/ Prepared by: Date Checked bv: Date 40 44 _ 1-5E _&X45TI,-V,6 0/.71011 - s -_.. ., S A4rr67 D1��,FA 7 "Borrr✓o��i�s pLiE - I 11 7LA5 Go(.GEG7/onM _....... �E,�✓ _ /fP - =_ ' __ _ , ca - 0 39 3 D!� _. /'ZZ 3 s 75 12 _ .._ - --- _._.. .,_ ; 7s88 3 . z3 79 � i f — a i } 3 G, lob . lei✓ @ D,Os0_�-- rs = �,/5 " � :_ �. _ . _ . _. � =_ -s�_�_. _ z7 a r — J DOWL ENGINEERS I COMPUTATIONS ' Project Name Client Name /Y/I„ 21 l4 F Sheet17 of �&70/,/ CENiee Prepared by: Date Checked by: Date �W� 1 f_3o,9.3 F{............. .......... 7......................... ¢ � f t . ............... _ t I _ 3 L - 3 3___ Tom . 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O --- - Orin I . _ _ - ------ ... -- 4 ... _ - 2 23 2.01 F GJr 7 • 4 1 - � - - - - - - - - - - lp � 70 - - - 3l0 , 6 F . .... /Dd Z 97 z zv/off D,S/ s 000 . /oa Z J3 - ' KING COUNTY DEPARTMENT OF PUBLIC WORKS E Surface Water Management DiVi5ian HYDROGRAPH PROGRAMS Version 4.20 ' 1 - INFO ON THIS PROGRAM Z - SBUHYD 3 - ROUTE 4 - P,OUTEZ 1 S - ,ADDHYD 6 - BASEFLOW' 7 - PLOTHYD ' 8 - DATA 9 - RDFAC 10 - RETURN TO DOS ' ENTER OPTIOly: SBUHiSCS METHOD FOR COMPUTING RUNOFF HYDROSRAPH ' STORM OPTIONS: 1 - S.C.S. TYPE-1A ' E - 7-DAY DESIGN STORM '; - STORM DATA FILE ' SPECIFY STORK; OPTION: 1 S.C.S. TYPE-1A RAINFALL DISTRIBUTION ENTER: FcLn(YENR) , nURAT inN{HOJn ) , } // crTc: T ;-u 4. ------------------_.----•------------------------------.-----------_..----- t +�*:r� �s � i*r * C.C.S. TYPE-'A DISTPIvUTIO^J 2-YEAR 24—HOUR STnR M .itil•.,. TOT L PRE�•CI P. ---------------------------------------------------------------------- EN TER: A(: ERV) CN(, ERV) , ( IMPER' _. TM=ERV) , TC FOR BASIN NO. ' 87.0 $ 98.0 8 DATA PRINT—OUT: AREA(ACRES ) PERVIOUS IMPERVIOUS TC(MIN!UTES ) A CN A CN ' 1 .0 87.0 .8 98.0 3.8 PEAK-O(CFS) T-PEAK(HRS ) VCL(CU-FT) .4E 67 5E17 ' ENTER id: 7.pathlfi.enar,e[ .es:t] FOR STORAGE OF COMPUTED - R,'iC r;6G?PL 1D� ' SPECI FY Cn�n:d T�TNUE, a - NEWSTn M, _ STOPc _ p T} r ---------------------------------------------------------------------- ' ENTER: A(PERV ) J "'W DERV ) , A(77I77MPERV) ,cOW IfYjr—C-Q.tj TC FOR BASIN NO. C .L 87.0 4 98.0 ' DATA PRINT-OUT: AREA(ACRES ) PERVIOUS IMPERVIOUS T•riMTNL:TFc ) A CN Al Cf"J PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 2G .23 7.67 3169 ENTER td: 7lpa1hlfilename[ .extl FOR STORAGE OF COMPUTED HYDROGRAPH: ' 202 SPECIFY: C - CONTINUE, "d - NEWSTORM, P - PRINT , S - STOP --------------------- ----- ---C------------------------------------- ENTER: A(PERV), CN(PERV) , A( IMPERV.'•, CN( IMPERV) , TO FOR BASIN NO. 3 . 1 87.0 .9 98.0 4.7 DATA PRTN -OUT: ' AREA(ACRES) PERVIOUS -IMPERVIOUS TC(MINUTES) A ON A ON 1 . 1 . 1 87.0 .9 9E.0 4.7 PEAK-Q(CFS) T-PEAK(HRS ? VOL(CU{-FT) .51 7.67 E513 ' ENTER fd: lipathlfileramel .extl FOR STORAGE OF COMPUTED HYDROGRAPH: 3D2 SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT , S - STOP ' -------------------------------C--------------------------------------- ENTER: A(PERV) , CN(PERV , , A( IMPERV) , CN( IMPERV) , TO FOR BASIN NO. 4 ' .3 87.0 4.4 93.0 11 .3 DATA PRINT-OU'T: AREA(ACRES ) PERVIOUS IMPERVIOUS TC(M-INIUTES ) A CN A CIN 4. 1 87.0 4.4 98.0 11 .8 PEAK-Qt„FS) _n:(HRS ) VOL(CU. 2.01 7.8.E 2 9311 ' ENTER Id: ;l pat h)fi'_•er:.amel .ext1 FOR v ^.RAGE OF COMPUTED NY'uROGn'YH: 4O� ECI L , --N71-NIJE , N NE'WS;ORM. P - PRINT S - ST OF G i ------------------------------- -----------------------_ ______________ ENTER: A(PERV) , CN(PERV} , A( I1.IPERV) , CN( IMPERV) , TO FOR BASIN NO. 5 1 87.0 14.4 58.0 1"a.9 L'ATA PRINT-OUT: ' hREA(hORES ) PERVIOUS IMPERVIOUS TC;M_NUTE� ; A ON A r;N 15.5 1 . 1 37.0 14.4 96.0 16.9 PEAK-Q!(CF S > T-PEhK(HRS? VOL(C'l'-FT 07 ( .03 96Z0° ' ENTER Id: I[path;fi1er:amel .ext1 FOR STORAGE OF COMPUTED HYDROGRAPH: 5UL 1 SPECIFY:-C---CONTINUE , N - NEWSTORM, P - PRINT , S - STOP -------- ------------ ENTER: A(DERV; , 0N{FERV; , A( I MPERIL) , ON IMPER.V; , I +R 51 ! !r F C. a BP l r� rw V. 6 DATA PRINT-OUT: IL/ ' AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A ON A CN ' 3. 1 .2 87.0 2.8 99.0 7.0 PEAT•:-Q(CFS) T-PEAK(HRS) VOL(CU-FT) ' 1 .38 7.83 19013 ENTER Id: ]Ipeth7filenamei .e:;t7 FOR STORAGE OF COMPUTED HYDROGRAPH: GD2 SPECIFY: C• - CONTINUE, N - NEWSTOR"t, P - PRINT , S - STOP N ' STORM OPTIONS: 1 - S.C.S. TYPE-IA ' y - 7-DAY uESiGN STORM NORM DhTA FILE SPECIFY STORM OPTION: i S.C.S. TYPE-iA RAINFALL DISTRIBUTION ' ENTER: FRE+4(YEAR) , DURATION(HOUR ? , PRECIP( INCHES) i0 24.00 2.90 ---------------------------------------------------------------------- *********<*r******* S,C.S. TYPE-!A D--ISTRIBUTION 10-YEAR 24-HOUR STORM **** 2.90" TOTAL PRE A. ---------------------------------------------------------------------- N t tn.: r.(PERV, , CW PERV , , A( ;.fPLRV, , Ofv. T 1fFERV) FOR BAST 1 O. 1 87.0 .8 98.0 3.8 D A T=1 FRINT-OUT REA,(A0RES) PERVIOUS IMPERVIOUS TO(MINUTES ) A ON A ON ' 1 .0 7.17! .8 =8.0 3.v REF•= Q n'c. n K% S : VOL:, i- „�.-Wt�r� , T-f EA „HRJ: VL .Gl. FT ) TO „67 =537 IENTER IJ: ]Ip th]filenameI ext] FOR STORAGE OF COMPUTED HYDROSRhPH: i 10 ' SPEC 71 Y: S' - C 0 N T 1 IN'U E S r - PRINT ,P' E , N - tV W 7GR:'! : . n L ———————————————————————————————————————————————————————————————————--— E`tiTER: At DERV' , CN!.FERV; , ti( IMPERV) ,-CN='. IMFER'v Tn T , fL� FOR BAD N NO. 2 .4 98.0 .3 hREA.,AcPES ? PERVIOUS IMPER'%T!'•U5 T-(M'" �S L J Li b� i L 11dUT- H .4 98.0 5. v FEAT:-G-t''FS ? T-PEAK(HRS ) VOL`.CJ-FT r p CC 7 -},�i�.h ,977 1 ENTER I : ]Ipath]filenamet .ext1 FOR cTnRAGE GF COMPUTED HYDRO-sRAPH: ID10 SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT , S - STOP -------------------------------C-------------------------------------- 2 2 ENTER: A(PERV), CN(PERV) , A( IMPERV) , CM IMPERV) , TO FOR BASIN NO. 3 ' . 1 87.0 .9 98.0 4.7 DATA PRINT-OUT: ' AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A ON A ON 1 . 1 . 1 87.0 .9 96.0 4.7 PEAK-'(CFS) 'To-PEAK(HRS ) VOL(CU-FT) .78 7.67 9923 ' ENTER Cd: ]Cpath]filene.meC .ex43 FOR STC'RAGE OF COMPUTED HYC)ROORAPY: 3Di0 SPEC IF`t': C - 010"NTINUE, N - NEWSTORM, P - PRINT , S - STOP -------------------------------`-------------------------------------- ENTER: A(PERV), CN(PERV) , A( IMPERV) , CN( IMPERV) , TO FOR BASIN NO. 4 ' 0 87.0 4.4 98.0 11 .8 DATA PRINT-OUT: ' AREA(A OCR ES PERVIOUS IMPERVIOUS TC(MINU7ES) A CN A CN 4.7• f .3 87.��.' 4.4 98.0 ' PEAK-O(CFS) T-PEAK(HRS) VCiL(CU-FT) 3.01 7.83 444`?_ ' EN 1 .r -i h f' I 1 ] FOR STORAGE OF -•�,MPU-1 Fri r• -,r Er 1 i u: •. ice I � mare: .Ex z i v:, iJ� J, t,`v!,! � i L HYuFt'v�RAPN: SPECIFY: C - CONTINUE , N - NEWSTORM, P - PR IIN T , 9 - STOP -------------------------------------- -------------------------------- L1T V\ O r`.•ERV M V 1 ^nii pi ; 7r• r C' ir, ca E.<, R: A(FER .Pd,! �t U , , A( II!PER, ,, � jr1PE:,.. FOB? BASIN NO. ' 1 8/.0 14.4 98.0 1b J DATA PRI"dT-0U C - PERVIOUS Tn DC Ct 1T'.is r;h'.T T' ! C 'REi(AuR[� > FERvlVL 11.�111 e'1JVJ iC MIT: 1-17ES :7 v14 1, Cty 15.5 1 . 1 87.0 14.4 98.0 ;6.9 ' F'EAf'-O(CF5) T-PEAK HRS. VOLlit-F1 . 9. i 2 7.;3 145847 NT 3 f 41 1 r: T. •FF .CiM 7 E: !E( C c: ]C Yat'�t�1 � ena!:,eC .C;R� ] Fes:. S I C�RF!vE Lr G.�:!FU:ED HYDRO6t,APH C IMECI Y j - , TI U ' - NE.. ORM R - RINT , - �i �..� c irvT 1,� E , r� INS T�:.:, , P S TOP ---------------------------------------------------------------------- ENTER: A(PERV , C:N(DERV) A( IMF'E '�) , Cf ( I"1PERV} , TC FOR ! AS1N PJC'. b -.8 81.0 hHh;ACRES ) PERVIOUS I ^FER+.'IOU5 TC:('"I NUT ES A ON A Cr 3. 1 2 87.0 �.8 98.0 7.011 PEAK-4(OFS ; T-PEA;=(HRS) "VOL(CU-FT) z.06 7.83 28829 2 3 ENTER Id: ;INaLh)filenameI .ex) FOR STORAGE OF COMPUTED HYDROGRAPH: 6D10 ' SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT , S - STOP N ' STORM OPTIONS: 1 - S.C.S. TYPE-1A ' - 7-DAY DESIGN STORM 3 - STORM DhTA F1LE SPECIFY STORM OPTION: 1 TYP 5 7 -DISTRIBUTION DI TRIBUT 1 `�. .... 1 11 E-:A RAINFALL ...zS13SivUlIO1',1 ENTER: FREV(YEAR) ' DURATION(HOUR) , PRECIP(INCHES) l o o -"fir.iZ%v 3.91- ---------------------------------------------------------------------- ++*+++++++++++++++++ S.C.S. TYPE-1A DISTRIB U?IO"Y 100-YEAR i'4-HOUR STORM x+++ 3.90" TOTAL PRECIP. +++++++++ ---------------------------------------------------------------------- ENTER: A(P=RV) , L'N(PERV) , A( Ii"PE;;V) G'N( IMPERV) , TO FOR 6AS.N NO. 1 v7.0 n °8 V .0 .8 D,Alr) PRINT-GUT: ' hREA(KRES) PERVIOUS IMPERVIOUS TC:MI"!UTES) A ON A ir..,N 87.0 _ 98.0 _.8 PEAK-Q,..CFS) T-PEAK(HRS) 'JOL(CU-FT .97 7.67 112043 ' ENTER Id: Irpa:.hJ`ilename[ .exf) FOR STORAGE COMPUTED HYDRO6RhPH uF COMPUTED 1. 10100 ' SPEr-IFY '.0 - 001N71NIUE, N - I'EWlS, ;RM P - ?o'rIT , c - -T OP -1 ---_---_----------_--_._-------------------.------_----_-__---_-__------ E E R V C Ni.PCRV Ak iMr`RV Li'ti( ''f-ER 7C ruR Jlh{-:N N 0. 2 i r.0 98.0 65.3 T AREA:ACRES) PERVIOUS iMPERVIOUS T C(M 11NU TESj A ON A ON ' .6 .- 87.0 .4 98.0 6.3 PEAK-4;CFS) 7-PEAK1HRS . VOL(Cu-FT ...--11J 1 7.67 Jam! L r' �7 ENTER I U: :I;:a t h I Fl I e n a l'11 eL .a x 4 ! i 'CIR Ji4JRAGE IJr rl`OMPU?ED i!*-'r,R-of6RhPH• �D100 ' SPEC IIF : C - `;yi IiT I'NUE, t,� - tIEW STORM D - V .�T .. - r i� lIY 1 :1 , 1 Rii I IJP ----.-_----.--------_.--_---•---------------------------•--------.--.--.-_--.-- ' 1 L ) it DC.II' ' 1 11,N TvPE I ' ty FOR 5,9S T V E:d?ER: A(P�RV, , C�.�1 �RV ? A( IMPERV . :<, .i:r�RJ` I ,�.: _ . Ifd N . 1 267 0 9 9l,.011 4.7 ' AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) E.4 A ON A ON, i . l . 1 87.0 .9 98.0 4.7 ' PEAK-Q(eFS) T-PEAK(HRS) VOL(CU-FT ) 1 .07 7.67 13749 ' ENTER [U: 31path3file-ame[ .ext3 FOR STORAGE OF COMPUTED HYDROGRAPH• 301,00 SPt4C FY: C - CONTINUE, N - NEWSTORM, P - PRINT ; S - STOP ------------------------------------------------------ ---------------- ENTER: A(PERV) , CN(PERV) , A(IMPERV), CN( IMPERV) , TC FOR BASIN NO'. 4 ' .7� 87.0 4.4 98.0 11 .8 DATA; PRINT-OUT: ' {AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A ON A ON 1A .7 .3 87.0 4.4 98.0 11 .8 ' PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT ) 4.11 7.83 61304 ' ENTER [ : J[Pat h?fIIeraMe[ .extl FOR STORAGE OF COMPUTED HYDROGRA:PHI AD1ti v! Ll. 1 : 0 - CONTINUE, IN - :4LW 3T JRM, t - PRINT , .7 - 4 i 0!- C .- ------------------- -------------------------- -.-- --------------------- ENTER: ;(PERI11 , LNi PERK ) , A( IMPEF(V) ; eN( IMPER..Vi TC FOR BASIN N Or, . =i ' 1 . 1 87.0 114.4 98.0 16.9 DATA P%=FaT-OUT: ' P•.ES ) PERVIOUS IMPERVIOUS TCtMINUTES? A ON A Cra 1S.S 1 . i 87.0 14.4 �8.0 15.9 ' PEAX 0FS) T-PEAK(.HRS) VOL(CU-FT 4 9 7.83 201404 _] EN'ER ][pathlfilerame[ .e;:. I FOR STORAGE OF C'MPU.ED HYDROGRAPH 5Di00 ' SPECIFY; e - CONTINUE, N - NEWSTORM, P - PRINT , S - STOP C -------------------------------------------[------------------------c--- E l PER'll 1 'A ��(PERpV 1 , A( It"FERN CN( IMPC1('J , TO FOR BASIN P: p DATA PRI`1T-DUT. ' -SEA(:.-ORES `• PERVIOUS IMPERVIOUS TO iiINUTES A C'iJ A CN . 1 87.0 2.8 98.0 7.0 ' PEAK-C!{ OFS) T-PEAK(HRS: ) VC'L'.CU-FT ) �.�3 '7.67 39816 ENTER [U: 1C pat h3filename[ .extl FOR STORAGE OF CD1"PU7ED HYDR06PAPH: Fur: ' . -•t-:4.IT 7III is RI - ni C I.i C7nL•M C - L'QlhA7 c _ S ' ROUTINE FOR ADDING HYDROGRAPHS 25 ' ENTER: id: ltpath]filenamet .extl OF HYDROGRAPH 1 6D2 ENTER: TRAVEL TIME (MINUTES ) OF HYDROGRAPH 1 .ao - ENTER: Id: ltpath]filenamelL .ext] OF HYDROGRAPH 2 1D2 ENTER: TRAVEL TIME (MINUTES) OF HYDROGRAPH 2 15.30 ' DATA PRINT-OUT: HYDR06RAPH 1 : PEHK-l; 1 .38 CFS T-PEAK= 7.83 HRS TT= 0 MINUTES HYDROGRAPH 2: PEAK-O= .43 CFS T-PEAK= 8.00 HRS TT= 15 MINUTES HYDROGRAPH SUM: PEAK-Q= 1 .73 CFS T-PEAK= 7.83 HRS ' TOTAL VOLUME: 24369CU-FT SPECIFY: C - CONTINUE , N - NEWIOB, F - FILE, P - PRINT , S - STOP M ENTER: 1d: 3[path]filenamet .ext] OF HYDRIC1,6WH 3 2D2 ' ENTER: TRAVEL TIME (MINUTES) OF H'DROGRAPH 3 26.80 DATA PRINT-OUT: ' HYDROSRAPH S: PEAK-O= ' .`v CFS T-PEAK= 7.83 HRS 41 0 MIPtt�IES HYDR05RAPH 3: PEAK-C= CFS T-PEAK= 8. 17 HRS TT= 26 MINUTES vDRr'5R lIM: PEAT( ' C'F RS 1-1;J�.�:,,,r,PH Svc.. -;;= 6ri S T-PE ,��;= 7.83 H TOTAL VOLUME: 27618CU-FT SPECIFY C - ODN7INUE N - e:EW1ORE _ - .F ILFE , P - F R I N T S - STOP ENTER: Id: ]Ipatti]filenare'L .ext] OF W-l'DROGRAPH 4 3%•2 ENTER: TRAVEL TIME (MINUTES) HYDRO APH 4 � � v. ,�,urc_•3R D,47A PRINT-OUT: HYDROGRAPH S: PEAK-4= I .S4 CFS T-PEf'-tK= 7.83 HRS TT= 0 MINUTES HYDROGRAPH 4: PEAK-Q= CFS T-PEAK= 8.00 HRS 7T= 19 MINUTES HYDR06RAPH SUM: PEAK-QJ 2. i4 CFS T-PEHK= 7.63 HRS ' TD7A'•- UOLUME: 34164CU-F7 ' caErlcY: C - CONTINUE, N - NEEWIJOB, F - FILE, p - FFRINT , S - STOP C: E117ER: td: ][rath]f , eT 1 ] OF HYDR?CRH 5 �enam � .e,�. � c� AP ' ENTER: TRAVEL TIME (MINUTES) OF HYDROGRAPH 5 2l0 9.40 DATA PRINT-CUT: ' HYDROGRAPH 5: PEAK-Q= 2. 14 CFS T-PEhK= 7.83 HRS TT= 0 MINUTES HY'DROSRAPH 5: PEAK-Q= 1 .98 CFS T-PEAK= 6.00 HRS TT= 9 MINUTES ' HYDRO5RAFH SUM: PEAK-Q= 3.97 CFS T-PEAK= 7.83 HRS TOTAL VOLUME: 634612CU-FT tSPECIFY: C - CONTINUE, N - NEWJOB, F - FILE , P - PRINT , S - STOP r• V ' 'INTER: f d:I f paj h l f i lenamef .ex.G] OF HYDROGRAPH 6 cnn ' ENTEP: TRAVEL TIME (MINUTES) OF HYDROGRAPH 6 A DATA PRINT-CUT ;YORJGRAPH 5: PEAK- = 3.97 CFS T-PEAK= 7.83 HRS TT= 0 MINUTES HYDR0&RAPH 6: PEAK- 7'd r'F5 7-F�''w- 7.83 =?R5 TT= 4 M74v`ITE�4- V L. = I I f MINUTES I S HYDRO&RAPH SUM: PEAK-r= 9.67 CFS T-PEAK= 7.83 HRS T 1 U'l E i 5 9 I S CI -•ONT?tvEC N' rjEl:-`rE. F crLE P ^4-e- , c STOP F d;Er 0: _r Path 1 Y i i Gm L . i: FAR STORAGE OF OO•:P i t0 HY�RU6RAP: t_.�Y: - N,I(�! t . - ?�EWJOB , C - FILE, H - PRT;sT , S - Ss OP 1 M ' tidI-- f_ 11 4h.Lilo,^+c ei ,�..'.) OF HYDRu6RfiFH 6D10 ErjCR. ?R= Tina nn-N! — ` '�F HYDROGRAPH I t ilitrt- 1 i ENTER: fU: Ifpah r,lename: .e�+I OF HYDROGRAPH 2 ' 1D110 EivTER: TF. V E L T'ME (ill 1NI.+TEv OF HYDROGRAPH 2 15.✓Y) D h,TY PR INi_`li iT. ' tiYDR06RE?H 1 PEEK- = 2.06 OF T-PEAK= 7.67 HRS TT. 0 tIIINI TES H D '�''�RApH PEAK-y= S6 CFS T-PERK= 8.00 HRS T T= 15 riI(dOTES HYOr::D%SRhFH SUM: PEriK-Q= -.6¢. O'FS 7-PEAK= 7.83 HRS ' I4 V'- {J VfLI- 3i4�'-r��-Fi E��C': l _ CONTINUE, A' - Rt�l it Trl ' SF ONTINUE, a NEW1OB , F - FILE , P - PRINT , - S �P 0 rIT e?�t OF HYDRL'.,RyPH r� r_ 3 ' ENTER: TRAVEL TIME (MINUTES) OF HYDROGRAPH 3 � 7 DATA PRINT-OUT: rHYDROGRAPH S: PEAK-Q= 2.60 CFS T-PEAK= 7.33 HRS TT= @ MINUTES HYDROGRAPH 3: PEAK-Q= .36 CFS T-PEAK= 8. 17 HRS TT= 26 MINUTES rHYDROGRAPH SUM: PEAK-Q= 2.77 CFS T-PEAK= 7.83 HRS TOTAL VOLUME: 424ESCU-FT rSPECIFY: C - CONTINUE, N - NEk30E, F - FILE , P - PRINT , S - STOP G ld: ]1Pathlfiler,ame[ .exti OF HYDROGRAPH 4 ' ENTER: TRAVEL TIME (MINUTES) OF HYDROC.RAPH 4 1s. a rDATA PRINT-OUT: H':DROGRAPH 5: PEAK-Q= 2.77 CFS_ T-PEA,K= 7.83 HRS TT= @ MINUTES HYDROGRAPH 4: PEAK-Q= .78 C`FS .-PEAK= 8.@@ HRS TT= 1° MI,J'•J!ES rHYOR0GR'PH SUM, ;-EAY-Q= 3.23 _FS .-;EAK= . .871 HRS ' TOTAL VOLUME: S«a4CU-FT..P E„tF Y: ., 0QNTI1v,_ ,�, .vEW3O8, F.L E , PrINi_ , S 5,..:P rENT ER [d: )[path I f i ler:ame[ .ext I OF HYD=DGRAPH S 41a r E117ER: 71RAVEL TIME (MINHTES) PYDROcRAPH 5 s.?a rT-,; 7A P RINI-01 T"J ' ;ROG r D '1- - r T-D 7 7 hY� .,,,, A H �: , EAK-c,�- �,,L.. :FS , EAK= .cam HRS TT= @ MINUTES HYDR0!:RAPH S: PEAK-Q= _.97 C'FS --'EAK= O;T HR5 = _ MI?�UTEc H'YmR `RR.APH SUM: PEAK-Q= 5.98 CFS , PEhk= 7.83 HR., rTOTAL VOL'li^E: 96�SOr-U-FT ':P-_'`7 C _ CONTINUE, - NE ,zr, c _ Fr c _ T NIT _ T -,P ` 4' 4,V� ItVUE, � i4�:V�!�1� , 1L1-, y i� �vl , ✓ .`Illy lr r c.T r r r l "t r 6 E„��R: �d: i:Nathl, �leneme[ .e,R�] �; HYD=OoRAPH D !-A_�rl;v rTER: TRAVEL TIME (MINUTES ) OF tiYCRO6RAPH 5 4.80 rD A rRINT-OJT. HYDROSRAPH S: PEAK-Q= S.98. OFS .-PEAK= 7.83 HRS TT= C MINUTES rHYD,R06RAPH 6: PFAK-Q= 8.57' CFS T-PEAK- , .8? HRS TT= 4 MINUTES 1`OROGRAPH SUM: PEAK-Q= 14.56 CFS ?-PEAh;- 7.83 HRS ' SPECIFY: C - CONTINUE, N - NEWJOB, F - FILE, P - PRINT , S - STOP 28 F ENTER [d: 3[pathlfilename[ .e:,t3 FOR STORAGE OF COMPUTED HYDROGRAPH: 0 SPECIFY: C - CONTINUE, N - NEWJOB, F - FILE , P - PRINT , S - STOP tY ENTER: [d: 3[pathJfilename[ .ext] OF HYDROGRAPH i ' 6Dt00 ENTER: TRAVEL TIME (MINUTES ) OF HYDROGRAPH 1 .00 ' ENTER: [d: 3[pathJfilename[ .e:;43 OF HYDROGRAPH 2 D100 ' ENTER: TRAVEL TIME (MINUTES) OF HYDROGRAPH 2 15.30 ' DA'+A PRINT-OUT HYDROGRAPH 1 : PEAK-Q= 2.83 CFS T-PEAK= 7.67 HRS TT= 0 MINUTES HYDROGRAPH 2• PEAK-Q= 91 CFS T-P-Ah'- 8.00 HRS ?T= 4:5 MINUTES HYDROGRAPH `'OM: PEAK-Q Sd CFS T-PE Ih;? 7.a-7 HRS ' TOTAL VOLUME: 520SSCU-FT SPECIFY: C - ;OiNTINUE, N - NEWJOB , F - FILE , P - PRINT , S - STOP 4 t ' LNTEit.: [J: 3[pa-hIfiler-la.r,e[ .exl-t OF HYVK'SRAOH J ' ENN?ER: TRAVEL TIME (M I N' TES) OF HY-D,100 RAPH 3 5 rA vyTh PIRI YT-OUT. HYD�.DGRAPH -tnK-0= 3.Sa C`S T-PEAK= K. HRS f 0 M'^+'1Tt� -.D-• ^-CC -CC S. ' IR T!= 27S t' INU 'r'' ��+ u, T _r,h;= . ,� h' S �_ HYDROGRAPH SUM: FEAK-Q= J.02 CFS T-PEAK= 7.8 HRS ' ?OTPL VOLUME: SESP:7CU-FT SPECIFY;Y: - Cv,d: 1NJE . N - 11Ea++uL'B7 F - FILE , P - PRINT , _ c7n ENTER: Ed: 1[pa`,~:Ifilenarle[ .el61 OF HYDR= 'RAPH ^. JD,k'C) ' ENTER: TSAVCI TIME ? WINl+TES IF YDR�� H A t_L ♦.I 1 ill i Li 1 l.' 7 J..L'�R:IF `t DATA CRT4.1T OU7: HYDRO&RAPH S• PEAK-Q= 3.S2 CFS T-PEAK= . .83 HRS TT= O MINiUTES ' HYDROGRAPH 4: PEEK-Q= 1 .07 CFS T-PEAK= 8.00 HRS TT= 19 MINUTES HYDROGRAPH SUM: PEAK-Q= 4.4E OFS +-PEAK= 7.83 HRS ' SPECIFY: C - CONTINUE, N - NEWJOB, F - FILE, P - PRINT , S - STOP 2 C ENTER: td: )lpath)filaname[ .ex,t) OF HYDROGRAPH 5 ' 401100 ENTER: TRhVEL TIME (MINUTES) OF HYDROGRAPH 5 ' 9.40 DATA PRINT-OUT: HYDROLRAPH S: PEAK-^,= 4.46 CFS T-FEAh= 7.83 HRS TT= 0 MINUTES HYDRDrbRAPH 5: PEAK;-Q= 4.05 CFS T-PEAKK= 8.00 HRS TT= 9 MINUTES ' HYDROGRAPH SUM: PEAK-Q= 8.24 CFS T-PEAK= 7.83 HRS TOTAL VOLUME: 134106CU-FT SPECIFY: C - CONTINUE , N - NEWJOB , F - FILE , P - PRINT , S - STOP 0 ' ENTER: Id: )[path)filenamet .e:;t) OF HYDROGRAPH 6 SD100 ENTER: TRAVEL TIME (MINUTES:, OF HYDROGRAPH 6 ' 4.80 DATA PRINT-CUT: ' HYDR0&RAPH 5: PEAK-Q= 8.24 CFS T-PEAK= 7.83 HRS TT= 0 MINUTES HYDRC'•G•RAPH 6: PEAK;-Q= . 1 .76 CFS T-TEAK= 7.63 HRS TT= 4 MINUTES ' HYDR06RAPH SUM: PEAK-fQ= 20.00 CFS T-PEAK;= 7.83 HRS TOTAL VOLUME; 33SS55CU-FT ' PECIFY: _ - CONTINUE, N - NEWJOB , F - FILE, P - PRINT , S - STOP LINTER T d: 11 p a t n 1 f i l en a m e I .ex F QR 5 0'R `BE 0 F 1'J PU 1 ED H r DFO)6RAPH 1 L'OJ S'.PEC1FY; C - CONTINUE , N - 'PINE:dJiJB, F - FILE , 0 - PR=F,!T , - STOP t -Stop Program terminatzd. t 11 fill lRoulliff�_ RAW a .•.-- IF ki xwqk tO --yew .�,*� E • �'' \� •• OWN- pap,, '�. . .�✓ i i SO {WAI R1�1 •� .^r7wt � tf PIMA • • - WA WAS j VAN • AA�►�� iI Wd 3F.1 •WO dims :�.� . . 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SD MH T3-96 PLUG 8 ) _ EN - , -- - -- --- - _ .� - INSTALL ON EX. -- '".I%I I L I-,I--�I,'.'.-- V% ,\�\I "1. - -- I,I I.-,------/- 4t ' CB TI = --- , .. �, - -_ _.-= / s 36 x60 CMP ARCH LINE g �' "' RIM= 21.5 CB T1 CB T2-48" RIM TO MATCH ROADWAY m �` \+f 1 RIM= 21.0 RIM= 21.0 IE= 12.4f 36"x60" IE=14.6 (12" PROP.) -'� /� 0. -._ LEGEND MAINTAIN 24" LEGEND IE= 12.90 30" (PROP.) , W -' �+ -- \x RCP OU TFAL L mEXISTING PROPOSED EXISTING PROPOSED (PLUG 24") __ __ PROPERTY LINE RE HYDRANT LINE DIRECTION DISTANCE _ + ;,�". r^� * L1 N 70'01 57" E 41.31' \ j EASEMENT LINE WATER VAULT r ND. 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