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HomeMy WebLinkAboutSWP272292 ` 0 41 RUNOFF IqY44YSIS D. Ca 1i 12 � % I l 2 9 . D c C_ Q�f.rr • 25 3. W E X /S T I AyG C_ 0A1.0 T/d Ns 000000 mdjLL� NLw1oo I ���o�s — yS % /3.0 R Cnj = 98 W NNJW N Mg / N yww P� r vie tis SS % 0 a c. 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RENTON 1.9 Ml. 12'30" (Joins sheet 1 1) RENTON 1.7 Ml. Scale 1:24 000 1 3/� '12 14 0 5000 4000 3000 2000 1000 0 This map is one of a set of 20. KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TABLE 3.5.211 SCS WESTERN WASHINGTON RUNOFF CURVE NUMBERS SCS WESTERN WASHINGTON RUNOFF CURVE NUMBERS (Published by SCS in 1982) Runoff curve numbers for selected agricultural, suburban and urban land use for Type 1 A rainfall distribution, 24-hour storm duration. CURVE NUMBERS BY HYDROLOGIC SOIL GROUP LAND USE DESCRIPTION A B C D Cultivated land(1): winter condition 86 91 94 95 Mountain open areas: low growing brush and grasslands 74 82 89 92 Meadow or pasture: 65 78 85 89 Wood or forest land: undisturbed 42 64 76 81 Wood or forest land: young second growth or brush 55 72 81 86 Orchard: with cover crop 81 88 92 94 Open spaces, lawns, parks, golf courses, cemeteries, landscaping. good condition: grass cover on 75% or more of the area 68 80 86 90 fair condition: grass cover on 50% to 75% of the area 77 85 90 92 Gravel roads and parking lots 76 85 89 91 Dirt roads and parking lots 72 82 87 89 Impervious surfaces, pavement, roofs, etc. 98 98 98 98 Open water bodies: lakes, wetlands, ponds, etc. 100 100 100 100 Single Family Residential (2) Dwelling Unit/Gross Acre % Impervious (3) 1.0 DU/GA 15 Separate curve number 1.5 DU/GA 20 shall be selected 2.0 DU/GA 25 for pervious and 2.5 DU/GA 30 impervious portion 3.0 DU/GA 34 of the site or basin 3.5 DU/GA 38 4.0 DU/GA 42 �D✓v�h G N�� p 4.5 DU/GA 46 Q 5.0 DU/GA 48 6.0 DU/GA 52 $ C S S° t T7f 6.5 DU/GA 54 _ 7.0 DU/GA 56 rkC, na ,u.nBla Planned unit developments, % impervious H ya.o. G,,-jo A condominiums, apartments, must be computed commercial business and industrial areas. (1) For a more detailed description of agricultural land use curve numbers refer to National Engineering Handbook, Section 4, Hydrology, Chapter 9, August 1972. (2) Assumes roof and driveway runoff is directed into street/storm system. (3) The remaining pervious areas (lawn) are considered to be in good condition for these curve numbers. 3.5.2-3 1/90 Project: N 40th Street/L.Washington Blvd. D. Carey Revised: 4/24/95 For Entire Basin -Existing Conditions Total Pervious CN Imper. CN Estimated Entire Basin Area(ac) Area(ac) Area(ac) Tc(min.) 29 16 68 13 98 26.6 Sheet Flow ns L P2 s Time T={0.42x(ns x L)^0.8}/ 1 Overland, lawns 0.15 300 2.0 0.10 15.7 {( P2)^0.5 x(s)"0A} 0.4 0 2.0 999 0.0 Shallow Conc. Flow k L s v Time V=k Sgrt(s) , T= U(v x 60) 2 Roadside 20 700 0.07 5.29 2.2 3 Asph/dirt 18 700 0.015 2.20 5.3 4 Grass Ditch 17 500 0.04 3.40 2.5 5 Pipe, s=0.12 450 8.00 0.9 Comments: xxxxxxxxx Minimum Tc=6.3 minutes. For Entire Basin-Future Conditions Total Pervious CN Imper. CN Estimated Entire Basin Area(ac) Area(ac) Area(ac) Tc(min.) 29 11.6 70 17.4 98 16.8 Sheet Flow ns L P2 s Time T={0.42x(ns x L)^0.8}/ 1 Overland, lawns 0.15 200 2.0 0.10 11.3 {(P2)"0.5 x(s)^0.4} 0.4 0 2.0 999 0.0 Shallow Conc. Flow k L s v Time V=k Sgrt(s) ,T= L/(v x 60) Roadside 20 0 0.07 5.29 0.0 2 Pipe, s=0.07 700 10.00 1.2 3 Pipe, s=0.015 700 5.00 2.3 4 Pipe, s=0.04 500 7.00 1.2 5 Pipe, s=0.12 450 10.00 0.8 Comments: xxxxxxxxx Minimum Tc=6.3 minutes. CN-TC.XLS Page 1 • N Wv f� vtr{ctl L.. wash dlvJ D- Gum 1/3I_ p n py 2 SBUH/SCS METHOD FOR COMPUTING RUNOFF HYDROGRAPH STORM OPTIONS: 1 - S.C.S. TYPE-IA 2 - 7-DAY DESIGN STORM 3 - STORM DATA FILE SPECIFY STORM OPTION: 1 _ y _ S.C.S. TYPE-IA RAINFALL DISTRIBUTION /1 5 N G ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) 10, 24, 200 ---------------------------------------------------------------------- # #$ $ $ S.C.S. TYPE-IA DISTRIBUTION # # $$ # 10-YEAR 24-HOUR STORM **** 2.00' TOTAL PRECIP. ear ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 16, 68, 13, 98, 26 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN -r 29.0 16.0 68.0 13.0 98.0 26.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 4.63 7.83 94601 • ENTER (d:](path]filename(.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: c:trash FILE ALREADY EXIST; OVERWRITE (Y or N) ? Y SPECIFY: C - CONTINUE, N - NEWSTORM, P - PRINT, S - STOP N STORM OPTIONS: 1 - S.C.S. TYPE-IA 2 - 7-DAY DESIGN STORM 3 - STORM DATA FILE i SPECIFY STORM OPTION: 1 . S.C.S. TYPE-IA RAINFALL DISTRIBUTION ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) 25, 24, 3.4 i ---------------------------------------------------------------------- $ $ #$ S.C.S. TYPE-IA DISTRIBUTION # ## #$$$ $$ $ 25-YEAR 24-HOUR STORM **** 3.40" TOTAL PRECIP. *$******* ---------------------------------------------------------------------- CRIER; nkrcny), tntr[KY), HkiMrCKV), LHklMrtKV), 16 run MIM MU. i `XisiipiG D . c4l,r 16, 68, 13, 98, 26 Ye DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 29.0 16.0 68.0 13.0 98.0 26.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) Q • 9.38 7.83 197573 ENTER (d:][path]filename(.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: 1 S.C.S. TYPE-IA RAINFALL DISTRIBUTION ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) 100, 24, 3.9 ---------------------------------------------------------------------- $ # $ $$ $ S.C.S. TYPE-IA DISTRIBUTION $$ # $ 100-YEAR 24-HOUR STORM $*** 3.90" TOTAL PRECIP. 106 — y t� r ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 16, 68, 13, 98, 26 DATA PRINT-OUT: i AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CH A CN 29.0 16.0 68.0 13.0 98.0 26.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 11.50 7.83 238260 Q I o o — ENTER (d:)[path]filename[.ext) FOR STORAGE OF COMPUTED HYDROGRAPH: i • -313 I S.C.S. TYPE-IA RAINFALL DISTRIBUTION ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) F U T U R E 25, 24, 3.4 ---------------------------------------------------------------------- $$ $ $ S.C.S. TYPE-IA DISTRIBUTION # $# $ # $ $ $ $ $ 25-YEAR 24-HOUR STORM **** 3.40" TOTAL PRECIP. c Al ---------------------------------------------------------------------- ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1 11.6, 70, 17.4, 98, 17 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CH A CH 29.0 11.6 70.0 17.4 98.0 17.0 ( c. PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) _ 13.89 7.83 239285 2-5 — �' C.4s ENTER (d:)[path]filenaae(.ext) FOR STORAGE OF COMPUTED HYDROGRAPH: l S.C.S. TYPE-lA RAINFALL DISTRIBUTION ENTER: FREQ(YEAR), DURATION(HOUR), PRECIP(INCHES) 100, 24, 3.9 ---------------------------------------------------------------------- $ $ $ S.C.S. TYPE-IA DISTRIBUTION $ # # $ 100-YEAR 24-HOUR STORM **** 3.90" TOTAL PRECIP. # ---------------------------------------------------------------------- 100 - ye�� ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. I 11.6, 70, 17.4, 98, 17 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CH A CN 29.0 11.6 70.0 17.4 98.0 17.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 0 16.60 7.83 283995 ENTER [d:][path]filenaae(.ext) FOR STORAGE OF COMPUTED HYDROGRAPH: c:trash FILE ALREADY EXIST; OVERWRITE (Y or N) ? DISCLAIMER ' THIS INVENTORY INFORMATION FOR THE STORM DRAINAGE SYSTEM IS SCHEMATIC ONLY. IT WAS COMPILED FROM NUMEROUS SOURCES, IT IS THE BEST INFORMATION AVAILABLE AT THIS TIME, AND SHOULD BE USED FOR GENERAL GUIDANCE ONLY. THE CITY OF RENTON IS NOT RESPONSIBLE FOR ERRORS OR OMISSIONS. WHEN THIS INFORMATION IS USED FOR ENGINEERING PURPOSES, DESIGNERS ARE TO FIELD VERIFY THIS INFORMATION. SEE 3 LAKE WASHING TON P R 03 L C-7 3,D3-3 A R E A 3,D3-2 V� JN OTH ST a 3,C4-3 3,➢4-5 3,D4-3 3 4- _ 3.D4 3,D4- I 1n S o \ � v V 3,D4-2 1 3,D4-8 F-h I > > l 3.0 -B iN 3 TH ¢ 3, 4-9 ST 3,C 7 3,C -6 3,C 3 C4-5 3,C4-4 3,D4-10 3,D4-7 - --- 10 - ➢5-6 j f- .D5-4 -I 37TH, CL w - 3C - _ 3,CC 7B W 1'T 3.D5 7 _ __-3 p_ 3,D5-9 -`I-- V ¢ 3,D5-� -� W -- �- - W 3,B5-1 I -L_ N 136TH ST' N 3,6-1 3 -18 I �� 3 DS-t .BS-2 ' 6TH I S coC-1 , 3,B6-i _ W3,B6-10 3,6 3,6 3,C6 5 it c I N I 3$T1-=--- 3, -9 T I 3,H6- _T-, i 7 3,B6- -I 3._6-8 Imo- i 3, 3,D6-9 1 N I I 4TT i-7 T -� I S-, - -2 D6 1 3,D6-6 3.B6- - 3 D6- D,C6- 3.Cb-SI C6+4 I D,C6-93,C6 I 3,D6-13i J3116 3 336- 3R 6- E6-1 _ �• � o Oo O � I; 1 , I lAl" \ ❑ tD Ca 0 I LAKE WAS INGTON X -- ----�—.E. 84 — T. �R�INPC,E ' II 0 � I°° Tc U t h I E�l ❑ l i n �❑ " � � ARI:A 2�. LYCS B R U /• / �� � I I x I I x ! , /• 11 II II I I x 12 2 II I TL C31/ �I I � G I ❑1 _ _—:=29 N 195 XI / # I R U S I I I I 0 0 /T R S 1 TREES 14 1 � S E 87 TH S_T_— Or) / r I` R x x— %/ ►I P o t o If h - - ----- 1 -- -� ST. — 1117 go kN 19 4,1 .28 b ❑ I E 1,66 918.70 / ❑ - I V S. E. 8 T ST lXll N 19 ❑ � I I I j � 11 � � i Q I I 0 _S. E. 89 TH S _ 5� x 207xx x \ 0 X \� 59 ❑ ( I � I 1 I I M ` M WashingtonM. Natural Gas A Washington Energy Compday April 26, 1995 w;a APR 2 S 'i995 CiT'i' R;, NTON Attn: Daniel Carry Engineering Dept, Re: N. 40 St. and Lk. Washington Blvd. Dear Mr. Carry Enclosed is a copy of the "As Built" drawing you requested concerning the above referenced project. It is impossible to keep accurate records on the depths of our facilities due to original terrain at time of installation, subsequent grading, avoidance of other utilities, obstructions, etc. Our mains are generally 30" to 36" deep. However, this may vary greatly. Once your plans become available, we would appreciate the opportunity to review and comment on them prior to their final approval. Should you require further information or assistance, please contact me at 447-3285 . Sincerely, Jerry Holmes Public Improvement Department Enclosures: 1 JH:dld Washington Natural Gas Company 805 156th Avenue North East, Bellevue, Washington 98007, (206)447-0700 N 40th STREET / L. WASH. BLVD D. Carey 5/4/95 Typical Bid Item Descriptions For Storm System To: Rod Schindler Attached are the Bid Item descriptions, and a plan sheet and profile sheet for the repairs and inprovements to the existing system. I have not included items for cutting and replacing the concrete road. I thought you may have those already included in the project, or have typical bid item descriptions you can use. This is on the H drive if you need to retrieve it. It will be improtant for the Contractor to locate the 12-inch Gas Line before constructing the system. We can revise the location of CB #3 and the pipe elevations to fit actual conditions. You will be responsible for coordinating with METRO and the railroad to access their property for construction of the system. You should contact the Railroad regarding connecting the new pipe into their manhole. If they object to the connection we will have to install a new structure on the other side of the ditch across from their manhole. 1-09.30) Basic Bid (New Section) This section is an outline of the basic bid which determines the low bidder for this project. All work specified or shown in the contract Documents and not specifically listed in the following items is considered incidental to the listed bid items and shall be included in the unit prices. Bid Item xx: Trench Excavation Safety Systems Measurement for payment will be based on the percentage of pipeline work complete at the payment cutoff date. Payment of trench excavation safety systems to meet the requirements of WISHA Chapter 49.17 RCW will be made at the monthly percent complete of pipeline work times the lump sum price bid, which payment will be complete compensation for all labor, equipment, materials, design, engineering, submittals, sheeting, shoring, dewatering, removal, disposal, etc. required to complete the trench excavation safety support system as required to meet applicable regulations. The contractor is responsible for providing adequate shoring and support for the excavation to prevent soil sluffing, soil loss, and damage to pavement and ground adjacent to the excavation. The contractor will be responsible to repair any damaged ground, structures, and pavement at his own expense. Bid Item xx: Furnish and Install 12" Storm Drain Pipe Bid on either Material A or Material B H:\Div\Utl\Docs\DC-40TH.doc Page 1 1 Material A - 12" RCP CL IV Storm Drain Pipe Measurement of 12" diameter Reinforced Concrete Pipe (RCP) class IV will be based on lineal footage measurements horizontally over the centerline of the installed pipe, including the length through all fittings and from center to center of manholes. Pipe Bedding below pipe shall be 6-inches (minimum) WSDOT 9-03.12(3). Bedding from bottom of pipe to 12-inches above top of pipe shall be Bank Run Gravel per WSDOT 9-03.19, with maximum particles size of 1 inch. All pipe bedding shall be compacted to 95% maximum density. Material B - 12" CPEP Storm Drain Pipe Measurement of 12" diameter Corrugated Polyethylene Pipe (CPEP) with smooth interior wall will be based on lineal footage measurements horizontally over the centerline of the installed pipe, including the length through all fittings and from center to center of manholes. CPEP shall meet the specifications in Special Provisions Section 9-05.20. Pipe Bedding from 6-inches (minimum) below the pipe to 12-inches (minimum) above the pipe shall be Bedding Material per WSDOT 9-03.16. All pipe bedding shall be compacted to 95% maximum density. Below applies to both Materials Payment for storm pipe of the type and class shown will be made at the amount bid per linear foot, which payment will be complete compensation for all labor, materials, equipment, clearing and grubbing, excavation, hauling and disposal of trench material and street surfacing, new pipe, installation, bedding, all appurtenances (such as special fittings, bends, connections, manhole connectors, etc.), placement of trench back-fill, compaction, compaction testing, dewatering, water, disposal of excess materials, grading, erosion and sedimentation control, cleaning, and testing, etc. required for complete installation, and to complete the work in accordance with the Contract Documents. Payment also includes regrading ditch to match new pipe invert. The following conditions apply to ALL BID ITEMS for STORM DRAIN PIPES. The Contractor is responsible for maintaining the operational service of the stormwater drainage system at all times per Special Provisions Section 1- 07.16(5). The Contractor is responsible for protecting all private and public utilities encountered from damage resulting from the work, and for repair of all damaged facilities at his own expense, per Section 1-07.17 of the Supplemental Specifications. The Contractor shall pothole all utilities (per Special Provisions Section 1-07.17) in advance of pipe installation to verify that the required vertical and horizontal H:\Div\Utl\Docs\DC-40TH.doc Page 2 clearances exist. Any adjustments to pipe location and elevation must be approved by the Engineer prior to installation. Bid Item xx: Furnish and Install 18" Storm Drain Pipe Bid on either Material A or Material B Material A - 18" RCP CL IV Storm Drain Pipe Measurement of 18" diameter Reinforced Concrete Pipe (RCP) class IV will be based on lineal footage measurements horizontally over the centerline of the installed pipe, including the length through all fittings and from center to center of manholes. Pipe Bedding below pipe shall be 6-inches (minimum) WSDOT 9-03.12(3). Bedding from bottom of pipe to 12-inches above top of pipe shall be Bank Run Gravel per WSDOT 9-03.19, with maximum particles size of 1 inch. All pipe bedding shall be compacted to 95% maximum density. Material B - 18" CPEP Storm Drain Pipe Measurement of 18" diameter Corrugated Polyethylene Pipe (CPEP) with smooth interior wall will be based on lineal footage measurements horizontally over the centerline of the installed pipe, including the length through all fittings and from center to center of manholes. CPEP shall meet the specifications in Special Provisions Section 9-05.20. Pipe Bedding from 6-inches (minimum) below the pipe to 12-inches (minimum) above the pipe shall be Bedding Material per WSDOT 9-03.16. All pipe bedding shall be compacted to 95% maximum density. Below applies to both Materials Payment for storm pipe of the type and class shown will be made at the amount bid per linear foot, which payment will be complete compensation for all labor, materials, equipment, clearing and grubbing, excavation, hauling and disposal of trench material and street surfacing, new pipe, installation, bedding, all appurtenances (such as special fittings, bends, connections, manhole connectors, etc.), placement of trench back-fill, compaction, compaction testing, dewatering, water, disposal of excess materials, grading, erosion and sedimentation control, cleaning, and testing, etc. required for complete installation, and to complete the work in accordance with the Contract Documents. Bid Item xx: Concrete Anchor Block Concrete Anchor Block shall be the type shown in City of Renton Standard Plans, Detail B 004. Payment for the Concrete Anchor Block will be made at the lump sum bid price, which payment will be complete compensation for all labor, material, equipment, clearing and grubbing, excavation, hauling and disposal of excess material, anchor block, installation, backfill, compaction, grading, erosion and H:\Div\Utl\Docs\DC-40TH.doc Page 3 sedimentation control, etc. required for complete installation, and to complete the work in accordance with the Contract Documents. Bid Item xx: Furnish and Install Select Imported Back-fill This item will be used only when material from trench and structural excavations is unsuitable for use as backfill, and the use of select imported backfill is approved by the Engineer. The quantity for this item is included for bid purposes only. The actual quantity used in construction may vary from that amount depending on the quality of excavated material. Select Imported Backfill shall meet the specification of WSDOT 9-03.19 Measurement for placing select imported backfill for trench, catch basin, and manhole, backfill will be based on actual tonnage weight as determined by measurement from a certified scale, or by the calculation of neat lines based on the maximum trench or excavation width per Section 2-09.4 using a conversion factor of 1 .5 tons per cubic yard, whichever is less. No payment shall be made for costs due to over-excavation and subsequent backfill, unless the inspector determines that the over-excavation could not be avoided. Over-excavation is defined as trenching outside the maximum trench or excavation width. Payment for select imported backfill will be made at the unit price bid per ton, which payment will be complete compensation for all labor, materials, equipment, select imported back-fill material, haul, placement, compaction, compaction testing, etc. required to complete this item of work in accordance with the Contract Documents. Payment includes all costs for removal, hauling, and disposal of unsuitable material. Bid Item xx: Furnish and Install 54" Type 11 Catch Basins Measurement for 54" Type II Catch Basins will be per each for each catch basin installed in conformance with the Contract Documents. Payment for Type II Catch Basins will be made at the unit price bid per each, which payment will be complete compensation for all labor, equipment, materials, excavation, foundation and bedding material, backfill, compaction, concrete base, precast concrete manhole sections, connections, special fittings, manhole frame and lid, adjustment of frame to grade, ladder and rungs, appurtenances, etc. required to complete all manholes in conformance with the Contract Documents. All Type II Catch Basins shall have a solid cover (non-locking) per City of Renton Standard Detail B074, unless otherwised noted in the plans. Bid Item xx: ACP Trench Repair Measurement of trench repair shall be in square yards, horizontally over the completed surface of the trench. Trench repair measurement width shall be as defined by the limit of trench repair payment shown in the contract documents, unless otherwise approved by the Engineer. H:\Div\Utl\Docs\DC-40TH.doc Page 4 Payment for asphalt concrete pavement trench repair (crushed surfacing, top course and keystone and asphalt cement concrete) will be made at the amount bid per square yard, which payment will be complete compensation for all labor, materials, haul, surface preparation, saw cut, gravel materials including crushed surfacing, top course and key stone, water, compaction, temporary trench patch (placement and removal), asphaltic materials, tack oil, placement, final trench patch, cleanup, pavement striping (to match existing striping), etc. required to complete this item of work in conformance with the Contract Documents. H:\Div\Utl\Docs\DC-40TH.doc Page 5 9-05.20 Corrugated Polyethylene Pipe (CPEP) 9-05.200) Description Corrugated Polyethylene Pipe (CPEP) shall be corrugated high-density polyethylene pipe with smooth internal wall, or approved equivalent. 9-05.20(2) Pipe Material and Fabrication The specification is applicable to nominal sizes 12 - 36 inches in diameter. Requirements for test methods, dimensions, and markings are those found in AASHTO Designation M-294. Pipe and fittings shall be made of polyethylene compounds which conform with the physical requirements of Type III, Category 3, 4, or 5, P23, or P34, Class 3000 concrete per ASTM D-1248 with the applicable requirements defined in ASTM D- 1248. Clean reworked material may be used. Minimum parallel plate pipe stiffness values shall be as follows: Diameter Pipe Stiffness* 12" 45 psi 18" 40 psi 24" 34 psi * Per ASTM Test Method D-2412 The nominal size for the pipe and fittings is based on the nominal inside diameter of the pipe. Fittings may be either molded or fabricated by the manufacturer. Fittings produced by manufacturers other than the supplier of the pipe shall not be permitted without the approval of the Engineer. A manufacturer's certification that the product was manufactured, tested, and supplied in accordance with this specification shall be furnished to the Engineer upon request. 9-05.20(3) Fittings and Gaskets Fittings shall be gasketed PVC fittings. Gaskets shall conform to ASTM F 477. Fittings shall conform to ASTM F 1536. 9-05.20(4) Installation Pipe and fittings shall be installed per the manufacturer's recommendations. Pipe cuts shall be in the valley of the corrugation. Gasket shall be placed in the first full corrugation valley adjacent to the end of the pipe. The gasket fin shall point away from the end of the pipe. Lubricate gasket and fitting socket with manufacturer- approved lubricant prior to pushing pipe into fitting. H:\Div\Utl\Docs\DC-40TH.doc Page 6 aw a 0 A 6' z' MIN. B CONCRETE BLOCK i . m CONCRETE BLOCK / ANCHOR B /,3' MIN. PIPE BED STRAP-FOOTING ANCHOR NOTE: For HDPP, pipe Must be free to slide inside a 4' long section of pipe one size diameter larger. - I �6' MINXTMP 1) -f 1' MIN. DIA. STEEL Y{ �'• I� ROD ECURLYRT O PIPE CLAMPED S � 6' MIN 6' MIN 6' MAX. O CONCRETE FOOTING KEYED INTO UNDISTRUBED �— SOIL AS SHOWN I' MIN. �— STRAP PIPE ANCHOR DETAIL CONCRETE BLOCK KEYED INTO UNDISTURBED SOIL AS SHOWN z X PIPE DIA. MIN. ADOPTED SECTION A-A SECTION B-B 4%� CITY ar plans RENTON NTS NTS IV SLSTnDATE: 1Z/15/91 DATE I REVISION BY APPR' DWG. NAME: DR11 SP PAGE: BO04 BID TABULATION SCHEDULE QUANTITIES SCHEDULE AMOUNTS ENGINEER SCHEDULE ANIOUNTS #1 BIDDER SCHEDULE AMOUNTS #2 BIDDER LAKE WASH. BNRR TRACK N.40TH ST. LAKE WASH. BNRR TRACK N.40TH ST. LAKE WASH. BNRR TRACK N.40TH ST. LAKE WASH. BNRR TRACK N.40TH ST. BLVD. CROSSING STORM BLVD. CROSSING STORM BLVD. CROSSING STORM BLVD. CROSSING STORM ITEM TOTAL UNIT ITEM #CM-1070(001) LID 336 DRAINAGE #CM-1070(001) LID 336 DRAINAGE #CM-107O(001) LID 336 DRAINAGE #CM-1070(001) LID 336 DRAINAGE NO. QUANTITY FEDERAL LOCAL FUNDS LOCAL FUNDS FEDERAL LOCAL FUNDS LOCAL FUNDS FEDERAL LOCAL FUNDS LOCAL FUNDS FEDERAL LOCAL FUNDS LOCAL FUNDS AND ONLY ONLY WITH AND ONLY ONLY WITH AND ONLY ONLY WITH AND ONLY ONLY WITH LOCAL FUNDS SALES TAX LOCAL FUNDS SALES TAX LOCAL FUNDS SALES TAX LOCAL FUNDS SALES TAX GROUP 1 GROUP 2 GROUP 3 GROUP 1 GROUP 2 GROUP 3 GROUP 1 GROUP 2 GROUP 3 GROUP 1 GROUP 2 GROUP 3 MISCELLANEOUS 1 1 L.S. MOBILIZATION 0.95 0.05 53,000.00 3,000.00 67,450.00 3,550.00 63,650.00 3,350.00 2 1 L.S. TEMPORARY WATER POLLUTION/EROSION CONTROL 0.94 0.06 30,000.00 2,000.00 4,700.00 300.00 18,800.00 1,200.00 3 1 L.S. TRAFFIC CONTROL 0.89 0.11 40,000.00 5,000.00 8,900.00 1,100.00 42,720.00 5,280.00 4 1 L.S. FINISH AND CLEAN UP 0.91 0.09 5,000.00 500.00 4,550.00 450.00 1,820.00 180.00 5 1 L.S. CONTRACTOR SUPPLIED SURVEY 0.94 0.06 20,000.00 1,300.00 9,400.00 600.00 11,656.00 744.00 SITE PREPARATION 6 1 L.S. CLEARING AND GRUBBING 0.93 0.07 13,000.00 1,000.00 37,200.00 2,800.00 19,158.00 1,442.00 7 232 L.F. SAW CUTTING 100 132 500.00 660.00 500.00 660.00 250.00 330.00 8 1 L.S. REMOVE EXISTING BOLLARDS 1.00 1,000.00 500.00 500.00 9 558 S.Y. REMOVE ASPHALT CONCRETE PAVEMENT 80 478 800.00 4,780.00 560.00 3,346.00 240.00 1,434.00 10 251 S.Y. PLANING BITUMINOUS PAVEMENT 251 2,510.00 2,510.00 2,510.00 11 180 S.Y. REMOVE EXISTING TRAFFIC ISLAND 180 2,160.00 900.00 900.00 12 1 L.S. REMOVE EXISTING TRAFFIC MARKINGS 1.00 0.00 10,000.00 1,000.00 1,000.00 13 1 L.S. REMOVE EXISTING ROCKERY 0.00 1.00 1,000.00 1,000.00 1,500.00 14 3 EA. RELOCATE EXISTING MAIL BOX 2 1 600.00 300.00 600.00 300.00 300.00 150.00 15 1 EA. MOVE EXISTING HYDRANT 1 1,500.00 2,500.00 2,000.00 16 1 EA. RELOCATE EXISTING 2"AIR-VAC RELEASE VALVE ASSEMBLY 1 2,500.00 2,500.00 1,000.00 GRADING&DRAINAGE 17 5,098 C.Y. ROADWAY EXCAVATION INCL. HAUL 5068 30 76,020.00 450.00 45,612.00 270.00 50,680.00 300.00 18 1,288 TON GRAVEL BORROW INCL. HAUL 1205 83 12,050.00 830.00 9,640.00 664.00 7,230.00 498.00 19 1 L.S. SHORING OR EXTRA EXCAVATION CLASS A 1.00 0.00 6,000.00 2,000.00 19,750.00 20 1,652 C.Y. STRUCTURAL EXCAVATION CLASS A INCL. HAUL 1652 29,736.00 14,868.00 16,520.00 21 612 C.Y. STRUCTURAL EXCAVATION CLASS B INCL. HAUL 572 40 5,720.00 400.00 4,576.00 320.00 5,720.00 400.00 22 1,765 C.Y. GRAVEL BACKFILL FOR WALL 1585 180 15,850.00 1,800.00 12,680.00 1,440.00 33,047.25 3,753.00 23 1,293 C.Y. GABION CRIBBING WALL 1293 90,510.00 116,370.00 122,835.00 24 26 S.Y. ROCK RETAINING WALL 26 3,120.00 2,600.00 2,340.00 25 405 S.F. SEGMENTAL CONCRETE WALL 405 8,100.00 4,050.00 8,910.00 26 895 L.F. DITCH GRADING 895 3,580.00 1,790.00 4,027.50 27 12 L.F. EXTEND EXISTING 12" DIAM. CULVERT PIPE 12 300.00 600.00 360.00 28 42 L.F. DRAIN PIPE, 4" DIAM. 42 420.00 1,260.00 210.00 29 1,535 L.F. UNDERDRAIN PIPE,4"DIAM. 1465 70 7,325.00 350.00 31,497.50 1,505.00 7,325.00 350.00 30 7 L.F. PLAIN CONC. STORM SEWER PIPE, 8"DIAM. 7 140.00 280.00 105.00 31 44 L.F. CLASS IV REINFORCED CONC. STORM SEWER PIPE, 12 IN. DIAM. 44 1,760.00 2,200.00 1,320.00 32 119 L.F. CLASS IV REINFORCED CONC. STORM SEWER PIPE, 18 IN. DIAM. 119 6,545.00 7,140.00 4,165.00 33 1 EA. CATCH BASIN TYPE 1 1 1,200.00 1,500.00 850.00 34 3 EA. CATCH BASIN TYPE 2, 54 IN. DIAM. 3 9,000.00 6,000.00 6,000.00 35 35 L.F. TRENCH RESTORATION 35 3,500.00 525.00 525.00 36 1 EA. CONNECT TO EXISTING CATCH BASIN 1 300.00 1,000.00 300.00 37 3 EA. VANED GRATE 3 300.00 750.00 450.00 38 1 EA. SOLID METAL COVER 1 100.00 250.00 150.00 39 15 C.Y. GRAVEL BACKFILL FOR PIPE BEDDING 15 225.00 600.00 375.00 40 70 C.Y. GRAVEL BACKFILL FOR DRAIN 67 3 1,005.00 45.00 2,010.00 90.00 2,345.00 105.00 41 1,790 S.Y. CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE 1755 35 7,020.00 140.00 2,632.50 52.50 2,632.50 52.50 42 10 C.Y. HAND PLACED RIPRAP 10 600.00 500.00 600.00 BID TABULATION SCHEDULE QUANTITIES SCHEDULE AMOUNTS ENGINEER SCHEDULE AMOUNTS #1 BIDDER SCHEDULE AMOUNTS #2 BIDDER LAKE WASH. BNRR TRACK N.40TH ST. LAKE WASH. BNRR TRACK N.40TH ST. LAKE WASH. BNRR TRACK N.40TH ST. LAKE WASH. BNRR TRACK N.40TH ST. BLVD. CROSSING STORM BLVD. CROSSING STORM BLVD. CROSSING STORM BLVD. CROSSING STORM ITEM TOTAL UNIT ITEM #CM-1070(001) LID 336 DRAINAGE #CM-1070(001) LID 336 DRAINAGE #CM-1070(001) LID 336 DRAINAGE #CM-1070(001) LID 336 DRAINAGE NO. QUANTITY FEDERAL LOCAL FUNDS LOCAL FUNDS FEDERAL LOCAL FUNDS LOCAL FUNDS FEDERAL LOCAL FUNDS LOCAL FUNDS FEDERAL LOCAL FUNDS LOCAL FUNDS AND ONLY ONLY WITH AND ONLY ONLY WITH AND ONLY ONLY WITH AND ONLY ONLY WITH LOCAL FUNDS SALES TAX LOCAL FUNDS SALES TAX LOCAL FUNDS SALES TAX LOCAL FUNDS SALES TAX GROUP 1 GROUP 2 GROUP 3 GROUP 1 GROUP 2 GROUP 3 GROUP 1 GROUP 2 GROUP 3 GROUP 1 GROUP 2 GROUP 3 43 1 485 1 TON IQUARRY SPALLS 485 7,275.00 13,580.00 9,700.00 44 1 1 1 L.S. JEROSION CONTROL AND RESTORATION 0.75 0.25 3,000.00 1,000.00 750.00 250.00 2,250.00 750.00 SURFACING&ADJUSTMENTS 45 3,437 TON CRUSHED SURFACING TOP COURSE 3325 112 59,850.00 2,016.00 36,575.00 1,232.00 36,575.00 1,232.00 46 8,000 L.F. CRACK SEALING 8000 8,000.00 7,200.00 8,000.00 47 4,300 S.Y. FABRIC REINFORCEMENT 4300 8,600.00 10,750.00 10,750.00 48 1 EST. ANTI-STRIPPING ADDITIVE 1 3,000.00 1,000.00 1,000.00 49 2,828 TON ASPHALT CONC. PAVEMENT CLASS E 2828 113,120.00 90,496.00 84,133.00 50 3,896 TON ASPHALT CONC. PAVEMENT CLASS B 3800 96 133,000.00 3,360.00 115,900.00 2,928.00 113,050.00 2,856.00 51 8 EA. PROTECT BRASS CAP MONUMENT 8 800.00 800.00 1,200.00 52 44 EA. ADJUST EXISTING MANHOLE 44 13,200.00 8,800.00 11,000.00 53 29 EA. ADJUST EXISTING WATER VALVE BOX 29 5,800.00 4,350.00 4,350.00 54 4 EA. ADJUST EXISTING GAS VALVE BOX 4 800.00 800.00 600.00 55 14 EA. ADJUST EXISTING CATCH BASIN/INLET 14 4,200.00 4,200.00 3,500.00 56 1 EA. ADJUST EXISTING WATER METER 1 200.00 500.00 150.00 TRAFFIC SAFETY 57 95 L.F. BEAM GUARDRAIL TYPE 1 95 1,425.00 1,030.75 1,030.75 58 4,186 L.F. BEAM GUARDRAIL TYPE 1-11' LONG POST 4186 83,720.00 57,138.90 57,138.90 59 9 EA. BEAM GUARDRAIL ANCHOR TYPE 1 9 3,150.00 3,285.00 3,285.00 60 13 EA. BEAM GUARDRAIL ANCHOR TYPE 4 11 2 3,850.00 700.00 31795.00 690.00 31795.00 690.00 61 38,220 L.F. 4'WHITE PAINT STRIPE 38100 120 5,715.00 18.00 3,810.00 12.00 5,715.00 18.00 62 4,909 EA. RAISED PAVEMENT MARKER TYPE 1 4861 48 9,722.00 96.00 6,805.40 67.20 6,805.40 67.20 63 540 EA. RAISED PAVEMENT MARKER TYPE 2 534 6 1,602.00 18.00 1,094.70 12.30 1,335.00 15.00 64 280 L.F. PLASTIC CROSSWALK STRIPE 280 1,120.00 364.00 420.00 65 235 LF. PLASTIC STOP BAR 205 30 1,025.00 150.00 451.00 66.00 512.50 75.00 66 7 EA, PLASTIC TRAFFIC ARROW 7 700.00 238.00 420.00 67 4 EA. PLASTIC RAILROAD CROSSING SYMBOL 1 3 300.00 900.00 185.00 555.00 250.00 750.00 68 62 EA. PLASTIC BIKE LANE SYMBOL 62 3,100.00 1,860.00 3,100.00 69 1 L.S. PERMANENT SIGNING 0.93 0.07 10,000.00 800.00 1,860.00 140.00 21790.00 210.00 Group Totals 929,320.00 45,258.00 17,305.00 771,299.00 32,080.75 15,340.00 814,366.05 40,012.45 11,485.00 NOTE: ISales Tax N/A I N/A 1 1,419.01 N/A N/A 1,257.88 N/A N/A 941.77 Group 3 is eligible for sales tax reimbursement per Rule 170. See 1994 Standard Specifications A SCHEDULE TOTAL 993,302.01 819,977.63 866,805.27 BID W/O TAX 991,883.00 818,719.75 865,863.50 City of Renton Daniel Carey Date: 4/24195 Revision No.1 Project: N 40th Street/L.Washington Blvd. A. CONSTRUCTION COSTS QUANT. UNIT UNIT TOTAL ITEM COST COST 1. New 54-Inch Type 2 Catch Basins 3 EA 3000 $9,000 2. New Type 1 Catch Basin 1 EA 1900 $1,900 3. 18-Inch Reinf. Conc. Pipe 119 LF 45 $5,355 4. 12-Inch Reinf. Conc. Pipe 42 LF 35 $1,470 5. 12-Inch CPEP Pipe (ADS N-12) 0 LF 25 $0 6. Rip-Rap Pad 2 CY 50 $100 7. Remove Concrete Road 150 SF 11 $1,650 8. Replace Concrete Road on L. Wash Blvd 17 SY 33.00 $561 16. Restoration 1 LS 400 $400 Subtotal $20,436 Tax @ 8.2% $1,676 TOTAL $22,112 COSTEST.XLS Page 1 PIPE FLOW CAPACITY BY MANNING EQUATION D. Carey 5/6/95 Project: N 40th Street/L.Washington Blvd. Version 1 Q= (1.49/n)xAxR^2/3xS^1/2 For pipes flowing full, not under pressure conditions n= 0.012 Q(cfs) Pipe Area Hyd. Rad. Slope Dia.(in) I (sq.ft.) (full,ft) 1.0% 2.0% 4.0% 4.5% 10.0% 30.0% 18 1.767 0.375 11.41 16.13 22.81 24.20 36.07 62.48 12 0.785 0.250 3.87 5.47 7.74 8.21 12.23 21.19 PIPEMAN.XLS Page 1 r t 1lC1l�IC11'1�11 - � ► . .. . . : 1111111'�ICE�! 1 1 11 1 1 11 4 111111! . Inll!AI i 11 11I1 IN0011111inG� I111�1 11 1131111111IMF 11 11ONa ON nl 'A= i 111111 1 MEN I ;. 1111111 11 11 r ... :.. IN IlWffHim i I i i I I I II ` 1 I , I I I I I I � i I i I l j i` E fis I h 5' 9 F 9 S`51 I I I � I _ u { i S� o� + os,8 - 51 + - 0� I : _..{- I + I I : . 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CdNSI RUCTt fss rS,E*�,. - -- ► - �� E S _ /5I07 16/00 /7iQ0 dBNw /9fJi0 v000 .v000 Irbloo ?ifao dYHio t3/GYI Y6/ab 7J4t4 METROPOLITAN ENGINEERS MUNICIPALITY OF METROPOLITAN SE TTLE RgQ1Q RENTON' •Ile EASTSTOE- INTERCEPTOR-SECTION •4• �•r:r"—OWG BAONN s4D C6LDwEt.1. C°A(r ANO I1R,1NEA ' 1 scut t!L a.,. .,• a r. urr• nrn n•-c nr,n rr "uswn rt0 __ �. —. r]rnrrr"wn 1 +"•wovro,_ca.../ <:: !} ••worts d..E da.v�i/. .n•rnc �qtP'%r .� �.._ SYSTEM wcat .,,rer" STATION IS TO l;TATIf1<\t 77 R/W R/W R/W NOTES: PROJECT #CM-1070(00' 30' 30' LEGEND 1. MATERIALS AND CONSTRUCTION OF GABION WALLS SHALL CONFORM TO THE "1994 STANDARD SPECIFICATIONS" AND AS NOTED HEREIN. VARIES 5' TO 15' 34' VARIES 8' TO 22' O 2" ASPHALT CONCRETE PAVEMENT CLASS B PARAGRAPH NUMBERS INDICATED IN DETAILS OR NOTES ARE REFERENCED I O 2" ASPHALT CONCRETE PAVEMENT CLASS E TO THE "1994 STANDARD SPECIFICATIONS", I LONG POST 2 1, 4 4 20 4' VARIES (0'-1') / 2. GABION BASKET CONSTRUCTION SHALL CONFORM TO STANDARD PLAN D-6 GUARDRAIL PED. BIKE ROADWAY BIKE // 0 6" ASPHALT CONCRETE PAVEMENT CLASS E OF THE "STANDARD PLANS FOR ROADS, BRIDGE AND MUNICIPAL CONSTRUCTION" PATH LANE P LANE 4" CRUSHED SURFACING TOP COURSE (CITY OF RENTON STANDARD PLANS D009 & D010). MACCAFERRI SLOPE TO BEGRADED I OR APPROVED EQUAL MAY BE USED. BETWEEN 1H:tU TO / 1 OS CEMENT CONCRETE RAILROAD CROSSING 2H:1 V AS DIRCTED 3. FILL FOR GABION BASKETS SHALL BE 4 INCH TO 6 INCH GRANITE OR BASALT BY THE ENGIN ER. 2 3 8 3DVARI © BEAM GUARDRAIL TYPE 1 QUARRY SPACES. 1 I �7 GRAVEL BACKFILL FOR WALL PER 9-03.12 2 ( ) 4. EXISTING EXPOSED SUBGRADE SHALL BE COMPACTED TO A FIRM NON-YIELDING 4 1 PLACED AND COMPACTED IN 8" LIFTS STATE WITH THREE PASSES OF VIBRATORY COMPACTOR. SPECIFIED PRECAUTIONVARIES VAR EXISTING CEMENT CONC. ® FABRIC REINFORCEMENT SHALL BE TAKEN IN WET WEATHER. EXISTING 4'-8' 0'-6' ROADWAY 0'-4'0'-4' 5. BACKFILL SHALL BE COMPACTED TO 95 PERCENT OF MAXIMUM DRY DENSITY SLOPE TYPICAL SECTION CONFORMING TO ASTM D 1557. (LAKE WASHINGTON BLVD. PEDESTRIAN/BICYCLE FACILITY) 6. FOR GABION WALLS 5'-0" AND UNDER, 4'-0" VERTICAL IS ALLOWED IN DRY DENSE NATIVE MATERIAL (DRY SEASON ONLY). FILTER FABRIC MATERIAL 7. HEIGHT AND LOCATION OF GABION WALL MAY VARY IN THE FIELD. CONTRACTOR 1� 6:1 BATTER USE STAPLES OR WIRE 1H:1V MAX. SLOPE RINGS TO ATTACH FABRIC SHALL MAKE ADJUSTMENTS DEPENDING ON FIELD CONDITIONS AND AS DIRECTED GABION BASKETS I / 1:1 MAX. SLOPE FOR BENCHED TO FENCE. BY THE ENGINEER. SEE NOTES I / TEMPORARY EXCAVATION 2" BY 2" BY 14 GA. WIRE 8. PROVIDE 4" DIAMETER SOLID PVC PIPE AT MIDWAY SPAN OR AS DIRECTED - _1 MESH OR EQUIV. BY THE ENGINEER. GRADE FOOTING DRAIN 0 0.01 FT/FT TOWARD CENTER EXISTING ROADWAY FILL OF WALL FROM BOTH SIDES FOR ADEQUATE DRAINAGE. PROVIDE ADEQUATE a o EROSION PROTECTION AND ENERGY DISSIPATION AT PIPE DAYLIGHT AS :2 1 DIRECTED BY THE ENGINEER. 4" 0 SOLID N PVC PIPE COMPACT EXPOSED ROADWAY FILL o 9. REFER TO MANUFACTURER'S CONSTRUCTION MANUAL AND SPECIFICATIONS FOR i WITH PLATE COMPACTOR 1 INSTALLING SEGMENTAL CONCRETE RETAINING WALL. (SEE NOTE 8) 00 PROVIDE 3/4"-1 1/2" WASHED , N ) GRAVEL BACKFILL FOR WALLS PER 9-03.12(2) GRAVEL BACKFILL OR COMPACTED PLACED & COMPACTED IN 8" LIFTS NATIVE SOIL AS DIRECTED 10' QUARRY SPALLS. -0" BY THE ENGINEER. 8" MIN. FILTER FABRIC, AMOCO 4545 OR EQUAL PLANE BITUMINOUS PER 9-13.6 5'--0" PAVEMENT 2" HAND COMPACTED 4" COVER OF GRAVEL BACKFILL PER 9-03.12(4) BURY BOTTOM OF FILTER MATERIAL SUBGRADE 1'_0" 4"0 PERFORATED PVC PIPE PER 9-05.2(6) IN 8" X 12" TRENCH. 2" BY 2" WOOD POST - - - - - - - - - - - - - - � SECTION A—A (6' MAX SPACING BETWEEN POSTS) (LW 83+50t TO LW 87+50t) FILTER FABRIC FENCE DETAIL BITUMINOUS PLANING DETAIL (LW 129+00t TO LW 131+00t) (SEE STANDARD PLAN 8066) NOT TO SCALE (LW 113+50f TO LW 114+75t) NOT TO SCALE EXISTING BNRR RAILROAD TRACKS ' 35' 9. 2' 20. 4. I 4' LAKE WASHINGTON BLVD. 1'_0. COVER SLOPE WITH JUTE MAT D 4'_6" LANDSCAPE ASSECTION B-B DIRECTED 6 1 I 1 (LW 106+50t TO LW 111+30t) BY THE ENGINEER. i -0" (LW 112+90t TO LW 115+20t) WEST _ a a (LW 128+50t TO LW 129+00t) J / KEYSTONE WALL R/W OR APPROVED EQUAL 4 1' A X. 3' 2 8' 4 (SEE NOTE 9) 5 PARKING PED. EXISTING SLOPE PATH i 7 I 1 r GEOGRID I--� REINFORCEMENT (SEE NOTE 9) TYPICAL SECTION ON TC LINE CITY OF REN W 2 DEPARTMENT OF PVBUC WORKS BNRR TRACK CROSSING AND TURNAROUND LID 1:1 Max 4 LAKE WASHINGTON BLVD. COULON PARK TO NORTH 44TH STREET 1'-0" TYPICAL SECTIONS SECTION C—C a" ,A,e 2/1/95 ►"« & SECIONS NEr. PLM K$' GATE: o:�/mot2�/ss ,a.a— (LW 152+70 TO LW 153+67) o.CNAUE c\mA+6VEJ70,2\gCTXX4SD.0 cNec� MA �Q^� 7�3 o..so XX im Na ,aYM2 V-0" Zwk ALPHA Engineering Group, Inc. „oI 1.r.w. 0 r9 1 A.MOv XX . 2 53 Short Plat (SHPL# ) REQUEST FOR PROJECT# Prelim.Plat (PP# ) CAG# To: Technical Services Date 2- ��' 7 WO# Green# /1A From: Plan Review/Project Manager D ez n le G ,q re y Project Name N �10 VI St Lake 0(fX,rttc), B /✓J Sle f" Rell (70 characters max) Description of Project: R Q,o 4 r S+bum ����1 C.-t !vl fr /S e(�i �-t AJ t 041, i d �, ICJ ( I Ivd 12tt 0r ' rrfhs,o0/ �� �1�.� ��J�e- (� Drd -ot if -?�e �,�f Grrk Circle Size of Waterline: T 8" 10" 12" Circle One: New or Extension Circle Size of Sewerline: 8" 10" 12" Circle One: New or Extension Circle Size of Stormline: 12" 15" 18" 24" Circle One: New or Extension Address or Street Name(s) nJ yv �k $4((( Ls kc.. W,,(.f h-=,,h,r r l Vd Dvlpr/Contractor/Owner/Cnslt:: C d Z d j ev C,4;e / .Su r (e- W u i-Cr U �i�(ry 0 characters max) Check each discipline involved in Project Ltr Drwg #of sheets per discipline ❑ Trans-Storm ❑ Cl (Roadway/Drainage) (Off site improvementsxinclude basin name) (include TESC sheets) ❑ Transportation (Signalization,Channeli7ation,lighting) ❑ ❑ Cl Wastewater ❑ Cl Sanitary Sewer Main(include basin name) ❑ Water (Mains,valves,Hydrants) ❑ ❑ (Include composite&Horizontal Ctrl Sheets) Suface Water 14/.y)4h iJ 41/n ❑ Improvements (CIP ONLY)(include basin name) W( (� �en r,l Clt 1L Skd-bsJrn TS Use Only Approved by TSM Date: - 201.82 NE 44 ST P { 4 o � Jt 2 •1 � ! ..t / � W � o SpRe 4101 0 @ IV 3 I w Q Q y y co i co ST N 40TH I 100 w ` ► �7 ;`� TRACING UP TO DATE � 06-I6-go M.S. r' 6-zo-Es3 k 12- IE - $I T5p_ f/8 N �t4 3 io..9B LRt.. v sA' ^439 3 ' 7 3-89 KS- ;7,993 , 1 t. ff, fi .,Ir wo A147 .. ` � • 9-IB-91 KAJ - 6 I , �� f �a 3-LI -wiz lc�i ro THIS m - { DETERMINING THE AC T TO E USED FOR 120 ACTUAL LOCATION OF 1112 106 n16 1122 4 /212 �$ ly�'ta9'N u t' �N W N W M 1990 M�• ; _ - ANY OF OUR t�AS FACILITIES. IF YOU W 3 r h W am N 3! l ± > NAVE ANY QUESTIONS CCNCERIIW THS Q a Q i I;r DRAY#fllf�#.C�1tt1417.3'L.�S -- . al 3 8 T H t ST 1►14TIFY TM ,. F #� b .R P +.s eta 1 t4•f �a t 162E � W _ s .f1 •� 33C A� 1 w Mot - s_ N- f _ r 4 u 07' r Of r ;i �� zvq'e f£n fiozl 6021 3 � s r J M In �•447`!J � Z 6v as M' mot,�, > I';f r 9 DETERMINING N NG THE ACTUAL�.S DRAWING IS NOT TO BE USED t~C�1 N ,0 f `V N 1°1°J I W ° �� �' ;' ANY OF OUR t rF�SST1CNt AF „94�iJS ppvlVEe9fVT N j f� i -p.}` .n 1 Q ,,. f �-,,,, _ 1114 12)z s $ t m ,N 4 � ,F �Y CONSTRUCTION AT: N s W} Z sly i , ' I WASHINGTON NATUML�{� " £ ST — ; ( PUBLIC IMPA1 '► err . . jJ N 37 TH s ei °y's ; ls e1e•zsa'N... , `t^ , "` . a, `��sZz`s.2 � str ' aedw 2.• � �z-e'ln 3 ��c°-4''"• y � ' �y 1 ' JI T 32s � '�•v Q a d � ,j Q : W slu ESMT !t t y ,012 3 23' A Iry a/e•/s�'�/__y I 4u N 36 1 �4- if IP B'N v � A 't ST fat f7s'w T 202 .82 202.082 N W-32-24-5-E 4 - 4