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Home My WebLink AboutSWP272220(4) FOR DISTRIBUTION TO: Water Utility ® Building Division R Wastewater Utility ® Public Works Constr Inspector Surface Water Utility ® Fire Prevention Maintenance Services Transportation Systems Project: O A A P Location: 01%14 d cS W 346, S� Attached please find copies of Whe PERMIT ® BILLS OF SALE i RECEIPT ® COST DATA INVENTORY LETTER OF SPECIAL BILLING EASEMENT(S) STUB SERVICE AGREEMENT ® COPY OF AS-BUILT U-X PRECON NOTES ® 1 PRECON ATTENDEES L DRAINAGE REPORT ® MEMO-WATER BREAKDOWN OR MAP WITH NEW MAINS AND VALVES ® OTHER 27- 2220 From: L� " — Date: 3- 13 —q lO C TB:P000NT 1STFRM rtokko /CrV: CITY OF RENTON Construction Permit Permit Number C950102 Permission is hereby given to do the following described work, according to the conditions hereon and according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinances of the City of Renton. Work Description TEUTSCH WAREHOUSE#1 (94, 500 SQUARE FEET) INSTALL SANITARY SEWER, WATER, STORM AND PAVING IMPROVEMENTS PER APPROVED PLANS INCORPORATED BY REFERENCE TO THIS PERMIT. THE ENGINEER AND THE CONTRACTOR/SUBCONTRACTORS SHALL ATTEND A PRECONSTRUCTION CONFERENCE PRIOR TO START OF ANY WORK. Jab Address 3351 EAST VALLEY RD Owner TEUTSCH PARTNERS 2001 WESTERN AV SUITE 330 SEATTLE WA 98121 Contractor SIERRA CONSTRUCTION CO INC Contractor's License SIERRCC145NS 16715 NE 79TH ST Contractor's Phone (206) 885-3797 REDMOND, WA 98052 City License 004141 Contact WALKER, JOHN Contact's Phone 206-728-1130 Other Information Date Issued 09/12/1995 Work Order 87718 Daze of Expiration 03/10/1996 Parcel Number Daze Finaled Inspector's Name e F 16,/L/Lo Inspectors Phone R g 9_1 3 1 It is understood that the City of Renton shall be held harmless of any and all liability, damage or injury arising from the performance of the work described above. You will be billed time and material for any work done by City staff to repair damages. Any work performed within the right-of-way must be done by a licensed, bonded contractor. Call 277-5570 one working day in advance for inspections. Locate utilities before excavating. Call before you dig-48 Hour Locators 1-800-424-5555 I hereby certify that no work is to be done except Subject to compliance with the Ordinances of the as described above and in approved plans, and that City of Renton and information filed herewith this all work is to conform to Renton codes and permit is granted. ord c X / X Applicant Public ks Rep THIS PERMIT MUST BE POSTED AT THE JOB SITE AT ALL TMES. City of Renton WA Receipt Receipt Number: R9504219 Amount : 42, 501 .39 08/31/95 11 :48 Payment Method: CHECK Notation: #1013EASTVALLEYE Init : DB ---------------------------------------------- ------------------ Permit : C950102 Type: ENG ENG Construction Per Parcel No: 125380-0030 Site Address : 3351 EAST VALLEY RD Location: SW 34TH & E VALLEY HWY Total Fees : 46, 189 .24 This Payment 42, 501 . 39 Total ALL Pmts: 46, 189 .24 Balance : . 00 Account Code Description Amount 000 .343 . 20 . 00 . 0000 Public Works Inspection 357 .46 401 .343 . 90 . 00 . 0003 Stormwater Insp Approval 2,425 . 74 421 .388 .10 .00 . 0020 Spec Util Connect Sewer 16, 385 .30 401 .343 . 90 .00 . 0002 Sewer Inspection -Approvl 278 . 80 . 401 .322 . 10 . 00 . 0015 Sewer Permit 80 . 00 401. 343 . 90 . 00 . 0001 Water Inspection Approvl 625 .85 401. 388 .10 .00 . 0013 Misc Water Installation 1, 070 . 00 401 . 322 .10 . 00 . 0020 Storm Water Permits 50 . 00 421.388 . 10 . 00 .0040 Spec Util Connect Stormw 21, 228 .24 Kakko CITY OF RENTON Construction Permit Permit Number C950103 Permission is hereby given to do the following described work, according to the conditions hereon and according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinances of the City of Renton. Work Description TEUTSCH WAREHOUSE#2 (22, 150 SQUARE FEET) INSTALL SANITARY SEWER, WATER, STORM AND PAVING IMPROVEMENTS. ALL CONSTRUCTION SHALL BE PER APPROVED DRAWINGS WHICH ARE INCORPORATED INTO THIS PERMIT BY REFERENCE . THE ENGINEER AND CONTRACTOR SHALL ATTEND THE PRECONSTRUCTION CONFERENCE PRIOR TO Job Address 3051 EAST VALLEY RD Owner TEUTSCH PARNERSHIP Contractor Contractor's License Contractor's Phone City License Contact WALKER, JOHN Contact's Phone 206-728-1130 Other Information Date Issued 10/03/1995 Work Order 87717 Date of Expiration 0 3/31/19 9 6 Parcel Number // Date Finaled a/yq 1/4L Inspector's Name &U, Inspector's Phone It is understood that the City of Renton shall be held harmless of any and all liability, damage or injury arising from the performance of the work described above. You will be billed time and material for any work done by City staff to repair damages. Any work performed within the right-of-way must be done by a licensed, bonded contractor. Call 277-5570 one working day in advance for inspections. Locate utilities before excavating. Call before you dig-48 Hour Locators 1-800424-5555 1 hereby certify that no work is to be done except Subject to compliance with the Ordinances of the as described above and in approved plans, and that City of Renton and information filed herewith this all work is to conform to Renton codes and permit is granted. ordinan X Apor Public Works Rep THIS PERMIT MUST BE POSTED AT THE JOB SITE AT ALL TIMES. Ar City of Renton WA Receipt Receipt Number: R9504803 Amount : 18, 760 . 87 10/03/95 12 : 05 Payment Method: CHECK Notation: #70217YALE Init : DB ----------------------- -------------- Permit : C950103 Type : ENG ENG Construction Per Parcel No: 125380-0034 Site Address : 3051 EAST VALLEY RD Location : SW 34TH ST & E VALLEY HWY Total Fees : 21, 432 . 49 This Payment 18, 760 . 87 Total ALL Pmts: 21, 432 . 49 Balance : . 00 Account Code Description Amount 000 . 343 .20 . 00 . 0000 Public Works Inspection 162 . 39 401 . 343 . 90 . 00 . 0003 Stormwater Insp Approval 1, 703 . 54 421 .388 . 10 . 00 . 0020 Spec Util Connect Sewer 6 , 220 . 19 401 . 343 . 90 . 00 . 0002 Sewer Inspection Approvl 170 .27 401 . 322 . 10 . 00 . 0015 Sewer Permit 80 . 00 401 . 343 . 90 . 00 . 0001 Water Inspection Approvl 635 .42 401 . 388 . 10 . 00 . 0013 Misc Water Installation 1, 070 . 00 401 .322 . 10 . 00 . 0020 Storm Water Permits 50 . 00 421 . 388 . 10 . 00 . 0040 Spec Util Connect Stormw 8, 669 .06 ---------------------------------------------------------------- AUTHORIZATION OF SPECIAL BILLING DATE: September 5, 1995 PROJECT NAME: Teutsch Partners PROJECT NUMBER: C950102 C950103 WORK ORDER No.: 87718 It is the intent of this letter to authorize the City of Renton to bill the undersigned for all costs incurred relative to the referenced project, by the City of Renton for the following work: TIME AND MATERIALS FURNISHED BY CITY OF RENTON WATER DEPARTMENT TO PERFORM CONNECTIONS TO EXISTING WATER MAINS, WATER PURITY SAMPLES, AND RELATED WORK. TIME AND MATERIALS FOR ANY AND ALL ROAD CLEANUP EFFORTS PERFORMED BY CITY FORCES OR CITY CONTRACT. ALL OVERTIME FOR INSPECTION AND RELATED ACTIVITIES, BILLABLE AT A RATE OF FIFTY DOLLARS ($50.00) AN HOUR TIME AND MATERIAL FOR ANY WORK DONE BY CITY STAFF TO REPAIR DAMAGES. BILLING TO BE SENT TO: Name: ?,* '?2PSt1/a tn1 Company: SI R lk COrsSi. Co•) rnlc— Address: tol(5 NE —III+/, GT— `�WIpND� V.IA REOh� Phone: Qwner/Developer or Authorized Agent Number Total Cost Item Cost Each Function No. Water main connections (Tie ins) Includes o nnection,c to new wet taps valves, connections $400.00 �j to existing end cap on existing stubs, connection each 5571 to end caps or stub-out on new lines Watermain Cut & Cap Includes capping an existing water main that will be kept active, cut- $1,000.00 in an in-line tee and branch valve, cut-in an in- each 5572 line tee and isolation valve for mains 10" and smaller Installation of isolation valves - including $2,000,00 installation of a 12" or larger in-line valve with deposit vault, cut-in a 12" or larger main with (Charged for 5577 installation of a 12" branch valve and/or in-line time & valve material Water Purity Samples - taken at each new m¢ hydrant and end-cap. Also taken for each dead $40.00 each end stub for future 5575 ZfO fA' $40.00 per Chlorination Pump Rental day & N as I $30.00 per 5539 man-hour TOTAL W.O. #: D 771E Permit 4: Z . Project Name: T-e LI C. h I ,Ly f-)'7E 1^ 3vso Project Address: Easf Va)lev Nw 'CUYy �v Plan Reviewer: C i t��Q Vet M�v-:� Y� Inspector: i o r D M a'?b e,�_ Prepared By: !�!/ C� Date: MEETING ATTENDANCE RECORD PROJECT: Teutsch Partners DATE: Sept. 5, 1995 LOCATION: Renton City Hall COORDINATOR Clint Morgan 1st Floor Conference Room PHONE �J NAAMCOhIPANY ADURESSlCI = i Icy- AStJ(k>V S S `1411Z 0 7-51-5763 z, 7�0� l�NvlJSo�/ /� H oa so. 7 sr c y e- 9 ys G ye G2PEN « R CcM 17L�,ew r!a u/A . 4h/6fc a _PL Aft li4t cK arilca► tuMA uolM 2I:1-6210 �OCCo ? .(I , PLEASE NOTE:if you' _%jl to r the the minutes of this meeting,your full address muss be listed PRE-CONSTRUCTION CONFERENCE Teutsch Partners 3050 &3051 East Valley Road. September 5, 1995 GENERALITEM: 1. Pass attendance sheet and provide copies if requested.. Authorization of Special Billing signature required. 2. Developer approved mylar may be checked out from the 4th floor to make approved blue lines that are needed. a). Five copies for the City. b) Provide copies for all franchise utilities (power,telephone,Washington natural gas, ect.). c) Developers approved copies for on site. 3. Bonding is 100%of cost of work done in the public right-of-way. 4. Provide metro form. 5. Information to complete computer input for City Permit. a) Contractor's Name b) Address c) Telephone Number d) Washington State Contractor's License Number e) City of Renton's Business License Number. 6. Provide Project Description: Two(2)buildings,one 94,500 sq.ft. and the other is 22,150 sq.ft. To be used for Warehouse purpose. Site is approximately 7.1 acres What franchise utilities are involved? Contractor to Comment. 7. Franchise utilities will apply of a separate permit so they need your plans to show existing utilities. 8. Franchise utilities are to be separated a minimum of 5-ft. horizontally and 12-inches vertical from City Utilities. 9. Notify City Inspector 24-hours before starting to work.Phone number is(277-5570). If you are going to work in the Public Right of Way you will need to notify fire and police before starting to work. The Inspector may be able to help you there. 10. Work in right-of-way is weekdays, 8:30 AM to 3:30 PM. Saturday work by approval. No Sunday work. II. Call for inspection by 3:00 p.m. the previous day. Overtime takes special authorization and scheduling in advance. Inspection fee is$50.00 per hour for overtime. Provided for on Authorization for Special Billing Form. 12. An approved Traffic Control plan is required to work in the Public Right of-Way. There is no cost,but submit plan to the City s Transportation office. Traffic control and signing to be in accordance the Manual on Uniform Traffic Control Devices. Flaggers shall have hard hats,vests, signs and certification card. Track maneuvering to be on site. The right-of-way to remain unobstructed when possible. 13. All utilities to be inspected prior to backfilling. 14. The contractor,as well as the Developers Engineer shall keep as-built drawings. All changes shall be shown on as-bunts. Method,cross out what was change and then show the change made. All bends on waterlines shall be surveyed prior to backfill with horizontal and vertical control for all bends established. Sewer lines may be surveyed after backfill at manhole access. As-built drawings,must have a P.E. or L.P.S. stamp. Final occupancy will not be approved until receipt and approval of as-built drawings. 15. Field Changes if minor,submit a shop drawing or schematic through the inspector or Fax 277- 4428. If major,the Developer's Engineer should submit drawings and complete justification, information and calculations as applicable to the Plan Review Project Coordinator. The City will answer by memo or schedule a meeting within two days. The Field Inspector will not approval changes in the field. FRANCHISED UTILITIES: Open for question. FIRE PREVENTION: 1. Maintain access to site at all times. Must be able to support emergency equipment in all types of weather. 2. All new hydrants shall be Cory type hydrants to be painted Safety Yellow. Iowa and Renselear are manufactures of Cory type. 3. New hydrants are to be covered with burlap bags until operational. 4. All blocking must be inspected by a City inspector prior to backfill. 5. Leads that exceed 50 feet in length shall be 8". 6. Call 911 from a local phone if the water main needs to be shut off(emergency only). All other water mains or valves shut down,call Renton Water Department at 235-2646. 7. Fuel—any temporary on-site fuel supplies shall have a permit from fire prevention. 8. All underground mains serving fire sprinkler systems must be installed by a Washington State certified fire sprinkler contractor. 9. Notify central dispatch 24 hours prior to working in the right-of-way, (Local 911), WATER .1. Pipe materials,valves and fittings shall be as indicated in the approved plans and standard notes. 2. All connection to existing mains shall be accomplished by the City of Renton. The contractor constructs the new water main about ten feet short of the existing main. All necessary excavation, shoring, and materials are supplied by the contractor and shall be on-site prior to scheduling. Allow at least two working days advanced notice. Schedule the connection through the construction inspector. 3. Procedure for cleaning and construction testing of new water lines: a. Temporary and permanent thrust blocks shall be formed. Concrete for thrust blocking must be inspected before backfilling. b. Pipe cleaning shall be by poly pigging through vertical crosses installed at the ends of the water lines to serve as pig launches and sediment traps. C. All water lines shall be pressure tested to minimum of 200 psi or 150 over operating pressure(static)for 2 hours. Services may be tested separately by visual inspection of the core stop under static pressure. Five(5) psi loss o.k. d. Chlorinate for 24 hours,using liquid chlorine and chlorine pump assembly. The inspector will schedule chlorinating. Five working days advanced notice is required. e. Water used for flushing water lines shall be drained into sanitary sewer only. f. Purity tests are collected by the construction inspector at blow-offs and hydrants. Water purity tests are taken to the laboratory on Wednesday. Contractor shall arrange courier service for any other day. 4. Crushed rock backfill to grade is required in City right-of-way. Recycled concrete may be used in lieu of crushed rock backfill. Pit nm type material may be considered for use in backfill by the construction Inspector. Compaction testing may be required. 5. Where conflict exists,the water main shall go under other utilities,however,it is preferred that no water mains shall have more than 6-feet of cover. All water mains shall have a minimum of 3-feet of cover. 6. Final acceptance shall be after final walk through inspection,adjustment of all structures,and approval of as-builts and cost data inventory. SANITARY SEWER: 1. All pipes and materials shall be per approved plan and standard notes. 2. Pipe bedding for PVC pipe shall be pea gravel 6"above and below the pipe. 3. Select backfill shall be compacted to at least 95%of maximum density. 40 ,\ T4. Contractor will be responsible for TV of the sanitary line. V after channeling is complete. Air ' testing on main and side sewers shall be per City specification. Number 6 wire shall be wrapped around the stub and extended to the top. Contractor shall as-built the invert elevation of side sewer stub. 6. Manholes must be channeled and shall be grouted inside and outside. STORM: 1. Good erosion control measures are to be exercised at all times. 2. All pipes and materials shall be per approved plan . 3. Contractor must notify the Engineer of any vertical conflicts prior to proceeding with construction. Submit a shop drawing for review. 4. Bedding material shall be per Standard Specifications 9-03.12(3). 5. Backfill shall be compacted to at least 95%of maximum density. 6. City wants a nice smooth grout inside the CB. 7. City may request that the line be lamped. 8. System is to be all flushed and cleaned. TRANSPORTATION 1. Use select backfill for open trenches and compact to at least 95%of maximum density. 2.. Truck hauling on the Arterials are limited to 8:30 AM to 3:30 PM. 3. Keep a set of approved drawings on-site at all times. 4. Saw cut patching. Use 5/8 inch crush rock. 5. Uniform manual shall be followed for street closures,routing for traffic. Developer must file "Traffic Control Plan"with Transportation Division. 6. Contractor shall not leave open trenches overnight with out proper cover. 7.. Restoration of Area's needs to be relatively immediate. 8. Use cold mix for temporary patching. 9. Use barricades where needed. 10. Provide traffic control plan for each type of situation and note locations. Also note where flagman will be used. The End CITY OF RENTON WATER DEPARTMENT Pressure Test $ Purification Test Form PROJECT NO. 6 -n ( p NAME OF PROJECT �QIx�3C.� ��J� '�$5L '�/ C�-02 PRESSURE TEST TAKEN BY OF j�tJ ON Its/3p fQS AT A PRESSURE OF al 'b PSI, FOR ICJ MIN. TEST ACCEPTED ON ID ST) ci's- r PURIFICATION TESTT TA� CF (�)d& ON PURIFICATION TEST RESULTS, SAMPLE #1 SAMPLE #2 014 SAMPLE #3 Old REMARKS: 1 I i j Maki- /1001 SE1 Om NOW �GLOu//�vb GJK'LGUGRTrQ. s (S ?'d p�nw ,vwl, t/(f Vooyl ;17yU I JcRn.� /1.us6tU!/2a'm I-LY<- SrY@3 Zv �/sr«Aa�� wes�scc� �usip�2�✓ls- ��-a-��n. s �O ortr cnY 4'fi m- S05 MAN- x x x -�"• .B W�'glL /q,V�'GYS lS /�- al Oe17r74GL Tb N N N q0 O -Ha e near 6FbTD • WO/ZIGS Cc+��.GuTI L /�f Atsu.K60 his itiCi Gpvtl ,n�as �(_- 65`�(c2of 3�EsrN - ,�.v,- ot3v�Lop,..ox.f .wss�o � HAS �-m i�a�.�u•-� � v(Z nWAr WS 8Z DlScer,4rLG� q i!r( /r.S2 �' Grii�c� P/P� ,giviPtt-s/S j " il7.piLW�Nlff G� G.4(,.Gu'[/4-�YL� Sdfa'wS P�Or3r6„�J Ov'r'FC.oe.e) �iPG3 /s�o� Gam+PA-6!i Y iD BASS Ciro ANON , �3. 72 cFS� pgvBLo'pBD w/ywo T- 4TV%at><-4m p u 7( l�p�f/:'2v L 6 S72t/Gf'W2x�" rt®r-v0 ALAMO (N1Atoe. ) GU2Vp5 Sboult S�� DeTvr3Ljp.z Co. 15 PAO-5-09W 7ru2-406-ao' CcitlTAhL sji72..�G'+'r-.2-ems C eL /3.45' (0.35— FZG- isd[.o.d I �GovG ius�a A� /� /D-Y.�GlZ [i�(¢- �'C.�> o.✓ � OG�'`-S17� Ga<tiGrj�� SCPZd— Feer ds WON -- 8 e3 eoti>QwdD 8 A(%Sr YK- we rvoou O iaGr� zv (3!i/LDa!/5s e/t f i2U�za2 SrZ �tSc�4243 �i culr� ,�uos �1��c�w'>- f�aDa9,¢_7�! Ort ➢oc�w5 j�5�SBCAtis� ,�vN�F�' Gi G�Lr/P�Cn/mr� c�vrA�/n/ I �t.oui (Jc dc2oPF3D � TEF2pv� a✓{�� P/Pd QCra � � 3. '72 Gam; Or/r�GrkJ PiPt� � /Z y DiR�-I. D. �8 6C�Gd N N N QK. -� SCr. Fo c+-aww� CL✓✓dYt�-�d GR�'I�'-Li'+ C,�bZF/ W W W T=N N N coo N O e e'a `Cow,�ivdr7� w�.�/a2 rrrcrf SPryticvz2t�� DdO�cs"- teas+ ir�/"cc.�.• AAA rrn 3_-72 - D•7 3.02 GFS lovpt, AND /3.6� F7- I Circular Channel Analysis b Oesign Solved with Manning' s Equation Open Channel - Uniform flow Worksheet Name: Si18-OVERFLOW Comment; PIPC CAPACIIY CHFCK - 10YR CONVEYANCE Solve For Actual Depth Given Input Data: Diameter. . . . . . . . . . 1 .00 ft Slope— . . . . . . . . . . . 0.0088 ft/ft Manning's n. . . . . . . 0.012 Discharge. . . . . . . . . 3.72 Bs Computed Results : Depth. . . . . . . . . . . . . 0.85 ft Velocity. . . . . . . . . . 5.25 Fps Flow Area. . . . . . . . . 0.71 sf Critical Depth. . . . 0.82 Ft Critical Slope.. . . . 0.0097 ft/ft Percent Full . . . . . . 84.67 % Full Capacity. . . . . 3.62 cfs OMA:X K94D. . . . . . . . 3.89 cfs Froude. Number. . . . . 0. 93 ( flow is Suhcritical ) Open Channel Flow Module , Version 3.41 Q ) IU91 Hae.stad Methods , Inc . * 37 Brookside Rd * Waterbury , Ct 0008 KI NG COUNTY, WASH INGTON, SURFACE WATER DESIGN MANUAL FIGURE 4.4.7J RISER INFLOW CURVES " Weir Flow Orifice Flow ----- 36 100�� 33 —�— 30 27 0 24 u U 21 d ¢ Ql w 18 E ' 15 `m o 12 10 10 Li 0.1 - 1.0 10.0 HEAD IN FEET (measured from crest of riser) SOURCE: USDA-SCS OWIER = 9.739 DH12 00RIFICE — 3.782 D2H''2 O in cfs, D and H in feet 4 4 7-10 1/90 12-141 50 SHEETS nn�o 22-142 100 SHEETS 22.144 200 SHEETS .04:y W 5 C`L z 13. G co U i/1 u�-5• GrL ✓J 1g LF 34 c� l2y / Sv2F� tyL = S.o l� Sii?T Dlsc�Rsas� G� SD/Ll� _ Gav57Zet_ SL�cJc7C✓Lt� !tr 8.6 n (ivdw 12 C: \tWORKS2i 8/15/95 Barghausen Engineers pa EAST VALLEY/34 OFFSITE BASIN ANALYSIS BCE FILE 5198-OFF BASIN SUMMARY BASIN ID : to NAME: 2YR/24HR BASIN FLOW SB'JH MEIHOOOLOGY TOTAL AREA. . . . . . . : 65.00 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE. . . . : TYPEIA PERVIOUS AREA PRECIPITATION. . . . : 2.00 inches AREA. . : 65.00 Acres TIME INTERVAL. . . . : 10.00 min CN. . . . : 86.00 TIME O" GONG. . . . . : 79.84 min IMPERVIOUS AREA ABSTRACTION COEFF: 0 .20 AREA- . : 0.00 Acres CN. . . . : 98.00 TcReach - Sheet L: 100.00 n5:0.4000 p2yr: 2.00 s:0.0100 1cReach - Shallow L: 200.00 k5:S.00 s:0.0100 TcReach - Channel L: 310.00 kc:42.00 s:0.0170 TcReach - Channel L:2900.00 kc:42.00 s :0.0010 PEAK RATE: 5.03 cfs VOL: 4.60 Ac-Ft TIME: 540 min BASIN ID: 26 NAME: 10YR/24HR BASIN FLOW SBUH METHODOLOGY TOTAL AREA. . . . . . . : 65.00 Acres BASEFLOWS: - 0.00 cfs RAINFALL TYPE. . . . : TYPEIA PERVIOUS AREA PRECIPITATION. . . . : 2 .90 inches AREA. . : 65.00 Acres TIME INTERVAL. . . . : 10.00 min CN. . . . : 86.00 TIME OF CONC. . . . . : 79.84 min IMPERVIOUS AREA ABSTRACTION COEFF: 0.20 AREA. . : 0.00 Acres CN. . . . : 98.00 TcReach - Sheet L: 100.00 ns:0.4000 p2yr: 2.00 5:0.0100 TcReach - Shallow L: 200.00 ks:5.00 5:0.0100 TcReach - Channel L: 310.00 kc:42.00 5:0.0170 TcReach - Channel L:2900.00 kc:42.00 s:0.0010 PEAK RATE: 10.43 cfs VOL: 8.54 Ac-Ft TIME: 510 min a S, 03 GF-S &?-c lz) - s, s / PIPE NO. I : 41 LF - 36"CP @ -. 9S% OUILEI : 4.76 INLET : 4 .37 INTYP: S JUNC NO. 1 : OVERFLOW-EL: 15. 90 SEND: 30 DEG DIA/WIDTH: S.0 Q-RATIO: .00 Q( CFS ) HW(FT ? HW ELEV. * N-FAC DC ON TW 00 DE HWO HWI 5.03 5.25 9.62 .012 .71 .00 4 .85 4 .85 5.24 5.25 .96 PIPE NO. 2: 285 LF - 36"CP @ o2,; OUTLET: 4 .37 INLET: 1 . 42 INTYP: 5 JUNC NO. 2 . OVERFLOW-EL: 16. 18 BEND: 0 DEG DIA/411DTH: 5.0 O-RATIO: .00 5.03 5.2- 9.64 # .012 .71 1 .SS S.25 5.25 5.22 5.22 .95 PIPE NO. 3: 2t8 LF - 36"CP @ . 12% OUTLET : 4 .42 INLET: 4 .69 IN1YP: S JUNC NO. OVERFLOW-EL: 16 .06 BEND: 0 DEG DIA/WIDTH: S.0 Q-RATIO: . 13 Q(CFS ) HW(FT ) HW ELEV. # N-FAC DC DN 1W DO OE HWO HWI S.O:; 4 .99 9.61' .012 .71 . 91 S.22 5.22' 4 . 97 4 .98 .95 PIPE NO. 4: 382 LF - 36"CP @ .07% OUTLET: 4.69 INLET: 4. 97 INTYP: 5 JUNC NO. 4 : OVERFLOW-EL : 1S.75 BEND: 0 DEG DIA/WIDTH: 5.0 Q-RAT10: .00 Q(CFS ) HW(FT ) HW ELEV. Y N-FAC DC DN TW DO DE HWO HWI 4.4S 4.72 9.69 i .012 .66 .98 4.98 4.98 4.72 4.72 .89 PIPE NO. S: 298 LF - 36"CP @ -. 11% OUTLET: 4.97 INLET : 4 .64 INTYP: S JUNC NO. 5: OVERFLOW-EL: 14 .34 BEND: 0 DEG DIA/WIDTH: 5.0 Q-RATIO: . 13 Q(CFS ) HW( F1 ) HW ELEV. # N-FAC DC ON TW 00 DE HWO HWI 4 .45 5.06 9.70 # .012 .66 .00 4 .72 4 .72 5.08 S.06 .89 PIPE NO. 6: 162 LF - 30"CP @ . 17% OUTLET: S.25 INLET: 5.57 INTYP: S JUNC NO. 6: OVERFLOW-EL: 15.21 BEND: 0 DEG DIA/WI01H: 5.0 Q-RATIO: .00 Q( CFS ) HW(FF ) HW ELEV. # N-FAC DC ON TW DO DE HWO HWI %**4**# ## +**#**4**4**444****##*#***41*****+#********************4### 1%**4###*4# 3.94 4. 16 9.73 # .012 .66 .79 4.41 4.41 4. 15 4. 16 .88 PIPE N0. 7: 290 LF - 30"CP @ . 18% OUTLET: S.57 INLET : 6.02 IN1YP: 5 JUNC NO. '7: OVERFLOW-EL: 16 .04 BEND: 0 DEG DIA/WIDTH: 5.0 Q-RATIO: .00 Q( CFS ) H,)(F1 ) HW ELEV. * N-FAC DC ON 1W DO DE HWO HWI R-N***-4**#*#*-%*-#+%#4**'i*****#*Y#Y-i*.##Y#Y##-%'NNi#%'#****%*'R********+*****%*%*#*#*** 3. 94 3.74 9.76 * .012 .66 .81 4 . 16 4 . 16 3.73 3.74 .88 PIPE NO. 8: 148 LF - 30"CP @ -.31% OUTLET: 6 .02 INLET: 5.56 INTYP: 5 JUNC NO. 8: OVERFLOW-EL : 16.47 BEND: 0 DEG DIA/WID1H: 6.0 Q-RATIO: S9 Q( CFS ) HW(FT ) HW ELEV. + N-FAC OC ON FW DO DE HWO HWI 3.94 4.22 9.78 * .012 .SG .00 3.74 3.74 4.21 4.22 .89 PIPE N0. 9: IS4 LF - 30"CP @ .36% OUTLET : 5.56 1NLE1 : 6. 12 INTYP: 5 JUNC NO. 9: OVERFLOW-EL: 1S.62 REND: 0 DEG DIA/WIDTH: 5.0 Q-RATIO: .00 Q( CFS ) HW(PT ) HW ELFV. * N-FAC DC ON 1w DO DE HWO HWI 2.48 3.67 9.79 * .012 .S7 .5? 4 .27 4 .22 3.67 3.67 .69 PIPE NO. 10: I5S LF - a0"CP @ . 11% OUTLET: 6 . 12 INLET: 6 .29 INTYP: S JUNC NO. 10: OVERFLOW-CL: 5.73 BCND: 0 DEG DIA/WIDTH: 5.0 Q-RAT10: .40 Q( UPS ) HW(FT ) HW ELEV. * N-PAC UC ON TW DO OE HWO HWI PIPE NO. 11 : 133 LF - 24"CP @ . 14% OUTLET: G.74 INLET : 6. 97 INTYP: S JUNC NO. ] ! : OVERFLOW-EL: 15.34 BEND: 0 DEG DIA/WIDTH: S.0 Q-RATIO: .00 0(CFS ) HW(FT ) HW ELEV. # N--FAC DC ON I 00 DE HWO HWI i NK*.**K-i****-%* 1 .77 2.58 9.81 * 012 .47 50 3.06 3.0E 2.88 2.88 .62 PIPE NO. ; 2 : 192 LF - 24"CP @ . 12% OUTLET: 6 .93 INLET: 7. 16 INTYP: 5 I JUNC NO. 12; OVERFLOW-EL : 1G.08 BOND: 0 DEG OIA/WIDTH: S.0 Q-RATIO: 2.78 o(rF=. H14( FI ) HW ELEV. * N--FAC OC ON TW DO OE HWO HWI j 1 .77 2 .68 9.64 * 012 .47 .62 2.88 2.88 2 .G'7 2-.68 .63 I PIPE NO. 13: 142 LF - 24 "CP @ -. IS% OUTLET : 7. 18 INLET : 6.94 IN1YP: 5 JUNC NO. 13: OVERFLOW-EL: 15.78 BEND: 0 DEG DIA/WIDTH: S.0 Q-RATIO: .00 Q( CFS ) HW(FT ) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI *Y#**}***Y*.N*******F*N*****NiF**-t**-**-**-*}**-*****'N*-*****'**********i**i**i4*4*444 .47 2 .90 9.84 * .012 .24 .00 2.68 2.88 2.90 2.90 .32 PIPE NO. 14: 137 LF - 24"CP @ .4S% OUTLET: 6 .94 INLET: 7.S5 INTYP: 5 JUNC NO. 14 : OVERFLOW-EL : 16. 11 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: .00 Q(CFS ) HW(FT ) HW ELEV. * N-FAG DC DN TW DO DE HWO HWI *xxff4#}######F#X##*#*x#*NrNr#NN#*rr rr***M*####****#**######****#*##*##*####### .47 2.29 9.84 * .012 .24 .24 2.90 2.90 2 .29 2.29 .31 PIPE NO. 15: 164 LF - 21 "CP @ -.67% OUTLET: 8.67 INLET : 7.S7 INTYP: 5 JUNC NO. I5; OVERFLOW-EL: 16. 18 BEND: 0 DEG DIA/wio m: 4.0 Q-RATIO: .00 Q(CFS ) HW(FT ) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI .47 2.28 9 .85 * .012 .25 .00 1 . 17 1 . 17 2.28 2.28 .33 PIPE NO. 16: IK LF - 21 "CP @ .42% OUTLET: 7.S7 INLET: 8.38 INTYP: 5 JUNC NO. 16: OVERFLOW-EL : 16.26 BEND: 0 DEG DIA/WIDTH: 4 .0 Q-RATIO: .00 Q( CFS ) HW(Ff ) HW ELEV. * N-FAC DC ON TW DO DE HWO HWI . 47 1 . 48 9.86 * .012 .25 .25 2 .78 2.28 1 .48 1 .48 .32 PIPE NO. 17: 118 LF - 15"CP @ 3.20% OUTLET: 9. 10 INLET : 12 .88 INTYP: S Q( CFS ) HW(Ff ) HW ELEV. * N-FAC DC DN TW DO OE HWO HIAI .47 .34 13.22 * .012 .27 . 17 .76 .76 .27 ***** .34 SPECIFY: R - R.EVISF , N - NEWJOB , F - FILE , S - SLOP 10.43 10.43 10.43 1 PIPE NO, 1 : 41 LF - 36"CP @ -.95% OU1LFi : 4 .76 INLF1 : 4 .37 INTYP: S JUNC NO. 1 : OVERFLOW-EL: 1S.90 BEND: 30 DEG DIA/W.IDTH: S.0 Q-RATIO: .00 Q(CFS ) HW(FT ) HW ELEV. + N-FAC DC ON 1W DO DE HWO HWI 10.43 6.36 10.73 • .012 1 .03 .00 5.94 S.94 6.34 6.36 1 .41 PIPE NO. 2 : 28S LF - 36"CP @ .02% _ OUTLET: 4.37 INLET: 4.42 INTYP: S JUNC NO. 2: OVERFLOW-EL : 16. 18 BEND: 0 DEG DIA/WIDTH: 5.0 Q-RATIO: .00 Q(CFS ) HW(FT ) HW ELEV. # N-FAC DC ON TW DO DE HWO HWI 10.43 6.39 10.81 } .012 1 .03 3.00 6.36 6.36 6 .37 6.39 1 .38 PIPE NO . 3: 218 LF - 38"CP @ . 12% OUTLET : 4 .42 INLE1 : 4 .69 INTYP: 5 JUNC NO. 3: OVERFLOW-EL: 16.06 BEND: 0 DEG DIA/WIDTH: 5.0 Q-RATIO: . 13 O(CF9 ) HW(FT ) HW ELEV. } N-FAC DC ON TW DO OE HWO HWI 10.43 6.20 10.89 } .012 1 .03 1 .74 6 .39 6 .39 6. 17 6 .20 1 .39 PIPE NO. 4: 382 LF - 36"CP @ o,fx OUTLET: 4.69 INLET: 4.97 INTYP: 5 JUNC NO. 4: OVERFLOW-EL : 1S.75 BEND: 0 DEG DIA/WIUIH: S.0 Q-RATIO: .00 Q(CFS ) HW(FT ) HW ELEV. * N-FAC DC ON TW DO DE HWO HWI 9.23 S.99 10.96 { .012 .96 1 .45 6 .20 6 .20 SAS 5.99 1 .30 PIPE NO. S: 298 LF - 36"CP @ -. 117 OUTLET : 4 .97 INLE1 : 4 .64 INTYP : S JUNC NO. 5: OVERFLOW-EL: 14.34 BEND: 0 DEG DIA/WIDTH: 5.0 Q-RATIO: . 13 Q(CFS ) HW(F1 ) H41 ELEV. # N-FAC DC ON TW DO DE HWO HWI 9.23 6.37 11 .01 # .012 . 96 .00 5.99 5. 99 6.37 6.37 1 .29 PIPE NO, 6: 162 LF - 30"CP @ . 17% OUTLET: S.29 INLET: S.S7 INTYP: 5 JUNC NO. 6: OVERFLOW-EL : 1S.21 BEND: 0 DEG DIA/WI01H: 5.0 Q-RATIO: .00 Q(CFS ) HW(FT ) HW ELEV. { N-FAC DC ON TW 00 DE HidO HWI 9 . 17 S.S2 11 .09 % .012 .96 1 . 17 5.72 5.72 S.SO S.52 1 .29 Q( CFS ) HW(FT ) HW ELEV. + N-FAC OC ON TW DO DE HWO HWI #Y%###xKNN*N-Yx%%#%#Y#**Y*#*%x NMxN*kx%###**KR*iRN'*#**x#N N t%i NiLx*N N#*##*#-xx#*i K*♦ 8. 17 S.20 11 .22 * .012 .96 1 .21 5.5? 5.52 5. 18 5.20 1 .29 PIPE NO. 8: 148 LF - 30"CP @ -.31% OU[LEF: 6 .02 INLET: 5.S6 INTYP : 5 JUNC NO. 8: OVERFLOW-EL : 16.47 BEND: 0 DEG DIA/WIDTH: 6 .0 Q-RATIO: .S9 Q( CFS ) HW(FT ) HW ELEV. x N-FAC DC ON TW DO DE HWO HWI 9 . 17 5.77 11 .33 # .012 . 96 .00 5.20 5.20. 5.71 5.77 1 .33 PIPE NO . 9: 154 LF - 30"CP @ 36% OUTLET: 5.56 INLET : 6. 12 INTYP: 5 JUNC NO. 9: OVERFLOW-EL: 15.6Z BEND: 0 DEG DIA/WIDTH: S.0 Q-RATIO: .00 Q(CFS ) H'vl(FT ) HW ELEV. * N-FAC OC ON TW DO DE HWO HWI K%*N Kx ie k ik YNNxYk*NN*x%x Yk'kN3*xx-Kxx#%%xN%kR**k-N k x%%IF Ii*Y*kYY*N iY***'N N*ik*'**i-*k*** 5. 14 S.24 11 .36 * .012 .75 .75 5.77 5.77 5.23 5.24 1 .01 PIPE NO. 10: I55 LF - 30"CP @ . 11% OUTLET: 6 . 12 INLET: 6.29 INTYP: 5 JUNC NO. 10: OVERFLOW-CI. : 15.73 BEND: 0 DEG DIA/WIDTH: S.0 Q-RATIO: .40 Q( CFS ) HW(FT ) HW ELEV. • N-FAC DC ON TW DO DE HWO HWI 5. 14 S. 10 11 .39 * .012 .75 1 .02 5.24 5.24 5.09 5. 10 1 .01 f1PE NO. 11 : 133 LF - 24"CP @ : 14% OUTLET : 6 .74 INLET : 6.93 INTYP: 5 JUNC NO. 11 : OVERFLOW-EL: 15.34 BEND: 0 DEG DIA/W.IDTH: 5.0 Q-RATIO: .00 O( CFS ) HW(FT ) HW ELEV. * N-FAC DC ON TW DO DE HWO HWI KK# %*k**kN**Y*Y*%**********k*k**%-**#%k*k**Nk*i*******%#-*****N-*x*****i********** 3.67 4 .51 11 .44 * .012 .68 .88 4 .65 4.65 4 .50 4.S1 . 91 PIPE NO. 12: 192 LF - 24"CP @ . 12% OUTLET: 6 .93 INLET: 7. 16 INTYP: 5 JUNC NO. 12: OVEfFLOW-EL : 16.08 BEND: 0 DEG OIA/WI01H: 5.0 Q-RATIO: 2 .78 Q(CFS ) HW(FT ) HW ELEV. * N-FAC DC ON TW DO DE H W 0 HWI * ###*#t#tY***tt#*##tkxkk*M*# kkk**##*###**N**k*#*#N**#k**##*#####k##*##*#####k*# 3.67 4.36 I1 .52 .012 .68 .92 4.51 4.S1 4.33 4.36 .93 I PIPE NO. 13: 142 LF - 24 "CP @ -. IS% OUTLET : 7. 16 INLET : 6.94 INTYP: S JUNC NO. 13: OVERFLOW-EL: 15.78 BEND: 0 DEG DIA/W.[DTH: 5.0 Q-RATIO: 00 Q(CFS ) HW(Fl ) HW ELEV. * N-FAG DC ON TW DO DE HWO HWI .97 4.S8 11 .52 * .012 .34 .00 4.38 4.36 4.S8 4.S8 .46 PIPE NO . I4 : 137 LF - 24 "CP @ .4S7. OUTLET : 6 . 94 INLET : 7.5S INTYP : 5 JUNC NO. 14: OVERFLOW)-EL: 16. 11 BEND: 0 DEG OIA/WIDTH: 4.0 Q-RATIO: .00 Q( CFS ) HW(FT ) HW ELEV. N-FAC DC ON I 00 DE HWO HWI *KR#K iN kKYY34YRKKK*K%Y ****ikx*YK#x*#*K*** k Yi #**K k*Y%K x t#*R YK K*%# *xY*%kxN #x#xx*# .97 3.98 11 .Ss # .01 : .34 .34 4.S8 4 .S8 3. 98 3.98 AS PIPE NO. IS: 164 LF - 21 "CP @ -.67% OUTLET: 8.67 INLET: 7.S7 INTYP: S JUNC NO. IS: OVERFLOW-EL : 16. 18 BEND: 0 DEG DIA/WIDTH: 4 .0 0-RA110: .00 .97 3. 97 11 .S4 .} .012 .86 .00 2.8E 2 .86 3.97 3. 97 .48 PIPE NO. 16: 197 LP - 21 "CP @ .42% OUTLEI : 7.57 INLET : 8.38 ?NTYP: 5 JUNC NO. 16 : OVERFLOW-EL: 16.26 BEND: 0 DEG DIA/WIDTH: 4.0 Q-RATIO: .00 Q( CF5 ) HW(FT ) HW ELEV. * N-FAC DC ON I 00 DE HWC HW1 . 97 3. 17 11 .5E } .012 .36 .35 3. 97 3.97 3. 17 3. 16 .46 PIPE NO. 17: 118 LF - IS"CP @ 3.20% OUTLET: 9. 10 INLET: 12.88 INTYP: S Q( CPS ) HW(F1 > HW ELEV. } N-rAC DC ON I 00 DE HWO H61I .97 .51 L3.39 + .012 .39 .24 2 .45 2.45 .39 •**** 51 SPECIFY : R - REVISE , N - NEWJOB , F - FILE, S - STOP 2 YZ /?4 b L pl5 Gt�i49-� /0, Qa PIPE NO. I : 34 LF - 12"CP @ .88% OUTLET : 8.60 INLET : 8. 90 INTYP: S JUNC NO. 1 : OVERFLOW-EL: IS.00 BEND: 45 DEG DIA/WIDTH: 4.5 Q-RAFIO: .00 Q( CFS ) HW( F1 ) HW ELEV. # N-t AC DC ON TW DO OE HWO HWI 2.43 23 10. 13 .012 .68 .61 1 .24 1 .24 1 .09 1 .23 . 97 PIPE NO. 2: !8 LF - 12"CP @ S6% OUTLET: 9. 90 INLET: 9.00 INTYP: 4 Q(CFS ) HW(FT ) HW ELFV. # N-FAC DC ON TW 00 OE HWO HWI 2.48 1 .39 10.39 # 012 .68 .72 1 .23 1 .23 1 .21 1 .39 1 .02 SPECIFY: R - REVISE , N - NEW,10B , F - FILE , S - STOP REVISION OPTIONS: 1 - PIPE/JUNC DATA - OUILET CONDITIONS 3 - INLET CONDITIONS 4 - PRIN1-OUT ENTER OPTION NUMBER: 4 ENTER: OMIN , QMAX , OINCRE , PRIN1-OPTION (STANDARD-1 , CONDENSED=2 , EXPANDE0=3 ) 3.72 3 .72 3.74' 1 PIPE NO. 1 : 34 LF - 12"CP @ .88% OUTLET : 8.60 INLET: 8.90 INTYP: 5 JUNC NO. 1 : OVERFLOW-EL: 15.00 SEND: 45 DEG DIA/WIDTH: 4.5 Q-RATIO: .00 Q( CFS ) HW(FT ) HW ELEV. ■ N-FAC DC ON TW DO OF HWO HWI 3.72 3.25 12. 15 # .012 .83 .85 2.92 2.92 2 .94 3.25 1 .35 PIPE NO. 2: 18 LF - 12"CP @ .56% OUTLET: 8.90 INLET: 9.00 INTYP: 4 Q(CPS ) HW( F1 ) HW ELEV. # N-FAG DC ON TW 00 OE HWO HWI *.*#.*#****#******#.!##*#*****## 3.72 3.73 12.73 # .012 .83 1 .00 3.25 3.25 3.31 3.73 1 .40 SPECIFY: R - REVISE , N - NEWJOB , F - FILE, S - SLOP Table 2 Summary of Peak Flows and Water Surface Elevations Current and Futnre lend Use Coadlilons With Connecting Channel(Grady Way to SW 16th Sweet)Comtrvct<d atm in-Platt 2-Yr Cur.Flow DYr Fm.Flow 10-Yr Cur.Flow IO-Yr Fut.Flow 25-Yr Cur.Flow 25-Yr Fut.Flow 25-Yr Cot.Flax 25-Yr Fat Flow IDD-Yr Cur,Flow I0 Yr Ful.Flow tOD-Yr C.,Po,w IC Yr F.I.Flow RUadway ct,.Cr .e CoerCraMC Sloraee Storage Canrryarre Conveyance Sloraee Staraea op El-, tucviw..Dl¢np.gun Flow Elw Flaw EI<v Flow E1<v Flow El,, Flow Elcv Flow Elcv new Elcv 19ow, Elev Flow Elcv Flew Elcv Flan Eln Flax Elcv wf31 (("0 (C rl) f<C11 (Cf3) feel efi Seel <f3 (feet) Cf3 f<CI ell feel) (Cfl) (feel [(3) (ft[1 let,) (f[CI1 fef5 feel) fer35 fet Panther C:uk ura ofw,dand 61 06 B3 86 90 96 33 34 170 166 Bi 9? Reuing 11dir Creak at R<oton 66 20.33 67 20.34 88 20.73 89 20.74 93 20 da 102, 20.D4 35 19.63 36 19.66 167 21J9 174 21.84 89 20J] 99 20.99 shopp.n;Ce111 et,11 0atlel Rulllna IGI .1,132"ml-rl 66 16.58 86 16.59 88 16.8] 89 16.92 93 16.W lag MW 35 16.26 36 16.3] 167 13.83 174 1].85 89 16.g2 99 16.94 L I'CW-1111-0 1 44.5 14.66 44.8 14.6] W 15,41 70 15.62 ]5 15.28 31' 16100 32 14.13 32 14.13 100 16.98 98 1 5] 15.13 68 15.52 Springhmok Creek ORPS oolflew 330 319 725 1016 871 1096 48D 960 1049 1219 1330 1700 PRPS 1nn9w 531 3.81 RI 3,94 726 3.84 1017 4.04 875 3.87 I= 4.06 311 4.44 40 S.64 1049 4.05 1220 4.09 734 9.37 1148 12.% Gndy Way u5 454 5 74 555 6.24 650 6.34 901 7.08 283 6.13 955 7.22 271 4.W 414 5.73 939 7.18 1107 9.58 6J8 3.52 Id2 12.99 SW 16d1 S0mt 453 6.46 574 6.99 649 7.11 894 2.82 781 7.5 948 7.95 231 1.61 409 6.27 933 7.93 1103 9.31 576 8.6 943 13 ConOvenn of Non 60'SS l 4-19 8.6 565 9.53 646 9,66 8B9 IOJ4 3]] 10.01 942 10.95 269 7.33 404 8.33 934 10.91 1094 11.3! 530 9.64 932 13.14 Conlluc ntt of PS�$1.+23 1 395 523 10.33 5]4 ]0 809 Ii.81 686 T1( 64J 12.01 134 819 161 9.35 823 1 990 12.]] 503 10.91 809 17.27 SW 27th w3 11.9 385 1026 516 11.43 531 1.9] 912 13.9] 661 12.94 831 14.26 227 8.28 331 9.96 927 14.16 994 15.62 4W 11.37 796 14.27 SW 341h ull 14,9 340 10,95 565 12.81 560 13.28 841 15.30 "1 14.50 $45 0.38 195 9.31 309 10.61 387 15.37 1225 16.05 491 12.35 852 15.19 O4k3dale dill 0.1 340 11.61 561 13.40 561 11.26 B43 15.86 644 14.89 949 15.94 195 10.06 311 11.29 891 15.92 1230 16.89 4B9 12.94 855 15.]] OAk ale un 1].I 323 11.92 524 14.21 526 14.60 786 12.32 603 16.00 ]9] 17.36 Ill 10.15 292 11.49 933 12.40 1172 17,88 463 13.5B 799 12.20 So, 43N dr3 22.9 320 11.49 523 14.65 524 14,97 781 ❑.58 WI 16.27 7% 17.62 181 l0.90 290 12.15 929 1i.69 I 18,34 459 14.05 294 0.58 SW 4N ,t '.19 320 12.59 523 14.9) 524 15,12 781 18.06 601 16.47 794 1B.12 lot 11.01 2W 12.26 No 18.24 11S9 19.46 459 14.0 395 18.08 ar I. 1 .. $ 26.62- 26.r2-1 I � 1 i I i 2ar]-307 1 �1 Y 06 2arJ-2 i 1 { I+ 1 6r.-rz c. _ __ / ----- SW -� �-- 27TH ST J t 2 C _ 26.Co5 M.4-. 24 .-b p.•] 2 5 ...... 2fi0.-2 ' I 2dU-c _T 2404-1 � 24 .-] 126F.-5 261-1 1 26f4-6 l i 2s :., 24N-J 1 Q I SW 29T 6rr9 ST 2 u.-2 z - '� 2dU-) p I 24C5-5 6.E5-II 26E.-B 24I5-5 I� 26. -] __ 26r3-6 24[}6 I I I r Y I 2dr5-. J . V m— 126f 5-r it 24f3-1 �5 26r6-8 W II 26f6-6 Z > 2a16-J I 7tar6-] i I j li I I 20.f6-. '26I6-) I 1 26.06-2I SW 24r4-x 26I6-1 z4osa 34TH 2¢�C6-2 � 26C6-2 26 C6-I s 26.E6 ALM AJO N _ = ' " Jon. / mw I ; v ��11•) .. r I f41 S 1 0 ,. r � Yx 3, _'1 t 1 1 r+), O %a a •,f_q\ I�R� or 1 J d .. :., I J `{'4,r�.J(;�kt�a��/.ti:' :. � .. i i�•I , tr�'.+'�t��r�}�„' *G•II L Y r�SJ�l,+r11�� ' »r' YID � ^. 4 _ �Yffr ��rv{V�'+'�3 �i ' ✓ )ll �l ski* 1 R� �*�* d �p3'`�} M�♦' I � 'a. '4gk��+��'h\L7 ry" fiNyI+S' TMr1+��' .tt �ry, s.h' T e !.. k9x 'F�`i�fi�g�,q44 ➢t }r�'la 't'.i; t" Y—..YSII ♦A H 1>�x x4tZlr =nb S I, SI �,tt�pyfly �t -y1 h,Y 1' YrQtq+i�ih�ri r1,Y;T yar . l r ' �. , ,1 ._ � ��C��t a�,�.1'jaf�Us�x1 Y •1 'rvx, rJ , y3• , I - Y 17 { hi7 Y�IfJ� IM1q+�?rJ �41l Pt{1."o,y irl Fj yd" / I I I I I I I I i I