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CITY OF RENTON MAPLEWOOD GOLF COURSE REGRADE Based on Field Survey ENGINEER'S PLANNING LEVEL COST ESTIMATE August 20,2001 G&O#01657.00 NO. ITEM QUANTITY UNIT PRICE AMOUNT GRADING AND LANDSCAPING IMPROVEMENTS 1 Mobilization,Cleanup&Demobilization 1 LS $ 12,000.00 $ 12,000.00 2 Locate and Protect Existing Utilities 1 LS $ 500.00 $ 500.00 3 Clearing and Grubbing 1.5 AC $ 6,000.00 $ 9,000.00 4 Removal of Structures and Obstruction I LS $ 1,500.00 $ 1,500.00 5 Tree Removal and Replanting 7 EA $ 200.00 $ 1,400.00 6 Temporary Water Pollution/Erosion Control I LS $ 2,000.00 $ 2,000.00 7 Construction Surveying,Staking,and As-built Drawings I LS $ 2,000.00 $ 2,000.00 8 CPEP Storm Sewer Pipe 4 In.Diam. 30 LF $ 20.00 $ 600.00 9 Structural Fill for Cart Path 4,500 TN $ 9.00 $ 40,500.00 10 Crushed Surfacing Top Course 150 TN $ 18.00 $ 2,700.00 11 Asphalt Conc.Pavement Cl.B 90 TN $ 70.00 $ 6,300.00 12 Topsoil Type A 1,100 TN $ 14.00 $ 15,400.00 13 Sod Installation 6,200 SY $ 5.00 $ 31,000.00 14 Irrigation Revisions 1 LS $ 3,000.00 $ 3,000.00 Subtotal(Items 1-14): $127,900.00 Sales Tax @ 8.8%: $11,255.20 TOTAL ESTIMATED CONSTRUCTION COST $139,155.20 30%Construction Contingencies $41,746.56 Subtotal $180,901.76 ENGINEER'S PLANNING LEVEL COST ESTIMATE $181,000 DATE:August 20,2001 PREPARED BY:Matt Winkelman,E.I.T. CHECKED BY:Roger Kuykendall,P.E. �4 -— V SG 00 4n� x Roughly 1,250 TN of fill material will be used for landscaping feature. At$9.00 per TN,this cost is$11,250. The additional landscaping features will also add approximately 1,200 SY of topsoil and sod. At$14.00 per TN,the golf cours's share of the cost for 6"of topsoil is198;t"--0-5,6U0 , The difference in cost between sod and hydroseed is approximately$3.50 per SY. k. Over 1,200 SY,the golf course's share of the cost for sod is$4,200. ---> b'`1 L.h or) The cost of relocating and replanting trees is also added into the golf course's portion. The total amount to be paid by the golf course is$11,250+$8,400+$4,200+$1,400=$22,850 or$23,000. 8/21/2001 10:29 AM Page 1 of 1 M:\Renton\01657\fin_cost.xis CITY OF RENTON MAPLEWOOD GOLF COURSE REGRADE FINAL COST ESTIMATE FOR GOLF COURSE CONSTRUCTION ITEMS ACTUAL UNIT ACTUAL NO. ITEM QUANTITY PRICE AMOUNT GRADING AND LANDSCAPING IMPROVEMENTS 1 Mobilization, Cleanup& Demobilization 2 Locate and Protect Existing Utilities 3 Clearing and Grubbing 4 Removal of Structures and Obstruction 5 Tree Removal and Replanting 1 LS $ 1,500.00 $ 1,500.00 6 ITemporary Water Pollution/Erosion Control 7 Construction Surveying, Staking, and As-built Drawings 8 CPEP Storm Sewer Pipe 4 In. Diam. 9 Structural Fill for Cart Path 1,250 TN $ 6.00 $ 7,500.00 10 Crushed Surfacing Top Course 11 Asphalt Conc. Pavement Cl. B 12 Topsoil Type A 400 TN $ 14.00 $ 5,600.00 13 Sod(Difference between sod @$3.50 & seed @$1.50) 6,200 SY $ 2.00 $ 12,400.00 14 Irrigation Revisions Subtotal (Items 1-14): $27,000.00 Sales Tax @ 8.8 %: $2,376.00 TOTAL ESTIMATED CONSTRUCTION COST $29,376.00 9/26/2001 10:26 AM Page 1 of 1 M:\Renton\01657\costs-golf courseAs F6 15 T23N RSE SE 1/4 f CD cr) Li 1 1855 ----------------------- Li -4-.4 .\WN AL 000p Z Ike T1 e 17 ally y:y 2192 d" LEGEND_ CITY OF RENTON 1111 0 Horizontal & VertiC01 SURVEY CONTROL NETWORK 2222 MONUMENTS & BENCHMARKS ® Horizontal Only TECHNICAL SERVICES 3 333 Vertical Only WORKS ID Mn4/00 Monument 0 450 9w Renton City aWh GN 6 kommomcd 1:54W 22 T23N R5E NE 1/4 SECTION 22 T23N R5E W.M. 28-Apr-00 Horizontal: NAD 1983/91 Meters Vertical: NAVD 1988 Meters 1860 Location: Found a 1/2" brass plug on a 5" diameter concrete post monument down 0.6' in a monument case at the constructed intersection of SE 160th Place& 132nd Place SE. Monument: 1/2 IN BRASS PLUG ON CONC MON, IN CASE, DN. 0.6' NORTHING: 51912.600 EASTING: 399694.996 ELEVATION: 121.364 1885 Location: Set PK nail on as-built centerline of Union Avenue Northeast. 175 feet south of intersection of Northeast 2nd. Monument: PK NAIL NORTHING: 54738.893 EASTING: 399706.928 ELEVATION: 2192 W 1/4 Corner 23 T23N R5E Location: Found a stone with "X"down 1.5' below the ground surface, approximately 9.5' westerly of a 6' chain link fence, approximately 70' southerly of the southeasterly corner of an old red barn and approximately 360' northerly of the constructed intersection of Maple Valley Way &Jones Road. Monument: STONE MON W/ [X], DN. 1.5' NORTHING: EASTING: ELEVATION: 29.931 G6-1 16 T24N R5E R5E ---- --* v 18 T24N gt;i 15 T24N R5E 14 T24N R5E 13 T24N R5E 16 T24N R5E A = _ - --------- _ -: A3 : ..:: A5 A6 A7 A8 - -----23 T24N E 14—AKI D�� ------- 19 T24N R5E 5E 22 T24N R5E 23 T24N R5E 24 T24N R5E ........... ----------- .. ...... ...... 2 B B5 B6 B7 B8 26T R4E ---------------- 30 T24N ----------- 4 28 T24N R5E 7 T24N R5E ------- 26 T24N R5E 25 T24N R5E ----------- ---------- -- -------------�K �C6 ................... C 7 C 8 35 T24N R4 R5 5E .... ............. ............. ------------- 32 T24 3WIM�RK 35 T24N R5E 36 T24N R5E --- ------------N ________=_______ __=_--_---_=_--=-__== =_=: -7 4 D D D8 2 T23N R4E 1 T23N R4E ------ I T23N R5E � 1 2 E5 7 E8 T 3 12 T23N E T23N 5E 8E 3N,R5 9T23NF5Eljl4—1 10T N 1s7 R5E 12 T23N R5E kdlti �a5, ` o ., 6 7 F8 ,\14 T23N R E 14 T23N R5E 13 T23N R5E 1&T R E T23N R5E 16 T2 E 11 T23N R5E s.P'f°ey WAY Fmlm Wog s~ sl 3 G Ra,a *qy 2 N kry 4 3 R4E 1 T23N 5E 20 T23 E 21 T23 22 T23N R5E 23 T23N R5E 24 T23N R5E Strwde 81. 168.s, tx H 5 6 H7 H 8 T2 N R4E 23 R4E 30[FT23 5E 23N R5E E 26 T23N R5E 25 T23N R5 =N- s, .7, ILI Lll—.L,*-, 122- AI I I 17 18 Y 35 T23 E R5E M T23N R4E 31 T2 32 T231S 15E 33 T23N R 34 T23N 5E 35 T23N 36 T23N R5E 1 J2 3 J =- J5 __-_=-=-===-_==_=__-______- T22N R4E 1 T22N R4E T22 R5E I R5E .3 T2 R5E 2 T22N R5E CITY OF RENTON SURVEY CONTROL NETWORK MONUMENTS & BENCHMARKS INDEX 16 TZ3N RSE NW 1/4 i I i i -- z J 2337�/�� +109 +107 2093 f 05,E / ---- - �J� "_'-_ --_-_. _ __._-- _��^.�. - �- ��•f�� J! '•tom GS • 21 T23N RSE NW 1/4 LEGEND CITY OF RENTON 1111 SURVEY CONTROL NETWORK ® Horizontal & vertical MONUMENTS & BENCHMARKS 2®2 Horizontal Only t�Y TECHNICAL SERVICES 3®3 PLANNING/BUILDING/PUBLIC WORKS VeMcal Only OZl14/00 ___ Renton Oty Limits F 5 1:54w 16 T23N R5E SW 1/4 SECTION 16 T23N R5E W.M. 28-Apr-00 Horizontal: NAD 1983/91 Meters Vertical: NAVD 1988 Meters 1503 NW Corner 15 T23N R5E Location: Found a 1/8"copper pin in a concrete post monument down 0.7' in a monument case at the constructed intersection of NE 4th Street& Union Avenue NE. Monument: 1/8 IN CU PIN ON CONC MON, IN CASE, DN. 0.7' NORTHING: 55189.601 EASTING: 399714.506 ELEVATION: 122.231 1520 Location: Found a hub and tack in a monument case approximately 100 feet NE of intersection of SE 5th St. and Maple Valley Hwy. Monument: HUB &TACK IN CASE NORTHING: EASTING: ELEVATION: 19.069 1884 Location: SUPERNET STATION HAFF- Found a standard National Geodetic Survey (NGS) horizontal control brass disc stamped"HAFF-1990", in the top of a round concrete monument that is flush with the ground surface in the median strip at the northeast corner of a parking lot at the King County Public Works facility at 155 Monroe Avenue NE, approximately 116'westerly of the projected westerly side of building A, approximately 53' southerly of an east- west chain link fence, approximately 12' southerly of the northerly end of the median strip, approximately 9' southerly of a fire hydrant and approximately 5' northerly of a witness post. This monument has a Bush, Roed & Hitchings (BRH) GPS station designation No. HAFF. Monument: 3-1/2 IN BRASS DOME W/PUNCH ON CONC MON, FLUSH NORTHING: 54784.236 EASTING: 398798.362 ELEVATION: 103.916 F5-2 h� //e� 174,1v 10/25/2001 LONG TERM PLANNER Administration Section 205 Flood Reduction- Monitoring Information Requests Cedar River Floodplain Mapping -prepare addendum for NHC to complete FEMA Maplewood submittal -monitor status of levee certification letter Cedar River Flood Fight Plan -review NHC maps and technical report Section 205 Flood Reduction-Closeout PL 84-99 Spawning Channel Replacement -check status of as-built plans -coordinate permit process -complete real estate information table -obtain modification paperwork from Don NE 7th and Monroe -obtain digital drawings for Elliot side channel, groundwater channel,revetment,and dredging -Ensure location of staging area -send letter to Tim Shaw regarding outstanding tasks -Letter to citizens regarding shrub/fence removal and replacement Section 205 Flood Reduction-Elliot Channel -monitor winter water levels NE43rd -plant per agreement -update Ray Griffen -determine if new SEPA is needed -prepare new HPA permit application Section 205 Flood Reduction-O&M -coordinate with Park on replacement of Pine trees -supervise plans and specifications for vegetation maintenance along lower river and mitigation sites -develop conceptual plans for lighting project U:\GSCHIMEK\Admin\Work Planning\Daily Planner Template.doc 2132 Location: Found 3" brass disk stamped "KC-F-10 1993" in concrete sidewalk at the northwest corner of S.W. 43rd Street (South 180th Street) and Talbot Road South, adjacent to the Valley General Hospital. Monument: BRASS DISC NORTHING: EASTING: ELEVATION: 36.971 2133 Location: Found 3" brass disk stamped "EN-5 1968"; north side of SE 192nd St. approximately 150' west of 120th Ave. SE Monument: BRASS DISC NO SIDE SE 192�0, E OF 120TH AVE SE NORTHING: EASTING: ELEVATION: 150.795 2134 Location: Set 3 1/2" brass disk -tamped "City or Rentun BM" in the top of the upstream concrete pier at the southwesterly end of the steel bridge for 149th Avenue S.E. /S.E. Jones Road crossing of the Cedar River. The bridge is located approximately 0.2 miles northerly of the intersection of 149th Avenue S.E. and SR-169. Monument: BRASS DISC IN CONC PIER SW END JONES RD BRIDGE OVER CEDAR RVR NORTHING: EASTING: ELEVATION: 32.717 2135 Location: 3" brass disk stamped "KC-F-5 1993" in concrete walk, S.E. quadrant of intersection of S.E. 192nd Street and 138th Avenue S.E. Monument: BRASS DISC IN CONC WALK SE INT OF SE 192ND & 138TH AVE SE NORTHING: EASTING: ELEVATION: 149.602 60 ray Osborne, Imo. RECEIVED CONSULTING ENGINEERS NOV i - 2001 TRANSMITTAL SHEET CITY OF RENTON UTILITY SYSTEMS DATE November 5, 2001 PROJECT NO. 01657 TRANSMITTING TO: ATTENTION PHONE NO. ADDRESS ® Gary Schimek (425)430-7205 1055 South Grady Way City of Renton Renton, WA 98055 Surface Water Utility 6th Floor Reception Desk FROM: Matt Winkelman SUBJECT: Maplewood Golf Course Regrade Project WE ARE TRANSMITTING: THE FOLLOWING: FOR: ® Herewith ❑ Letter ❑ Reviews &Comment ❑ Under Separate Cover ❑ Construction Drawings ❑ Approval ❑ Specifications ❑ Signature Number of Copies ❑ Shop Drawings ❑ Your Use&Files 1 ❑ Change Order ® As Requested ® Other ❑ Action Noted Below Survey Notes CLIENT City of Renton G&O JOB NO. 01657 PROJECT Maplewood Golf Course Regrade Project COMMENTS: Gary, Enclosed are the survey notes for the level loop completed by our survey crew on October 29"' and 30"', 2001. Please call me if you have any questions or need further information. Matt Winkelman 701 Dexter Avenue N.,Suite 200 Seattle,Washington 98109 (206)284-0860 Fax:(206)283-3206 JOB# �165�, Ov PAGE / OF ZU DATE 10_?t .�/ PC WEATHER #It NOTES CLIENT �7���� INSTR. y PROJECT SURVEY TYPE CONTROL TOPO GPS CONTROL LEVELS STAKEOUT GPS RECEIVER MAKE r GPS RECEIVER MODEL s° ANTENNA TYPE ANTENNA MU TYPE i INSTRUMENT y/ 2 SERIAL# TEMP. PRESS �o>� �e,Jel loop rah �Prov%, PSM4f52.o �.- {; SCALE SE ly 4o Z>r-\ Z t 3Lt. S+'zr+ 1510. C& R ON OR OFF z t 3 4 w 2S �a 4o 6-e lower ATR ON OR OFF +lez r f'e c-.rd lloy o, is -T -adj'us+Pd +A,c level 1polo INSTRUMENT Prism MAKE/MODEL {� Mc,,,A g,,, Z 13d uS, t WEATHER C �r ,`N�o (Elev ►o-7.3y Jus nq j Sm IS2 d up 444e. o.IS er ror . L eve( loop waS `t vn; le loop w;+1„ 0.00 closure . 1 Y f ;f �L JOB# PAGE 3 OF AcIj DATE �� -PC r; ` I I . rts '4—Y NOTES I —+�. r� s NSTF2. �udtUc ,. I Z - a 4 r 3 36 r11 2 8 Z %fl kS - � I .. I I m .. A 1 ��• tK .s'6\'�eQ�dfd��.d4�ci�?'�:.5'iiR.', t-� f� �, { :. y;,_ PAGE Q OF ZU # PAGES OF ,r PT# + HI a g - ROD ELEV 1)1TE 1 PC . -- - - - - •. E NOTE r. - - INSTR. Al 7-1 54--- 77, -- - -- E�-T r _ _ - � . . . .I �11 i }. _. r : 1. Z4 S . 81 4 o¢ .- ; r- - •�SQ{AS /1� /'� � I - j 4 i I I�, vo ,. ,,.._.. ...e..�ir....r...-"--�'G'.�tr,'..- •; ,-..,< - ,.+.;S�i� { t?���}t- - - -rv.r.+..s.+eu�iri:aiir+wwr_•wcer ..-::a«greo. ;w.. 4. I {t PAGE 6 OF /` - • 2�/ -- - __ _ - --- JOB # �7qq- PAGE OF PT# + HI - ROD ELEV BATE PC - -- - 7 NOTES � <" Z $35 INSTR. i � 6 -�-� i o S Ads) - , ovR— .... / 60,/�S� K .5,35Vn 42 r i A � j 9/,z 35 I T 94, 1 y -- - m N O v i ka... .+rr�+i� —�.,�_. •�•••l �..-.. .eY�nlfitldL+•4i�N+t�`rM±�r-�. .t+'adxfYuwva.�rrr�:_!;. f _'l PAGE g OF i JOB# PAGE 7 OF ZO PT# + _ HI -- ROD ELEV DA E p� ,{ f : ;may NOTE INSTR. S jo — ' T I I I i 3 � T I -Ir- L _oT I I � - { /054 / I 71 Tf i I � i m I N O i - - -- N LU _I c, I • 0 - -: - - -- — - / got _ 13 t D ,,� stir •zc�/ -6� � G� �� . P �l�`J�77� ✓� 81SNl S310N �- �d f31da n3T3 Qo2j IH + #ld f 30 �� 3Jt/d #80f - d0 �/ 39Vd �; ... . .. ..._.. ,,.,,,,,.._.... ,;� < f a� ._. ,�,�, .�.,,�,, ----�....�.. � ,•��.��., , � ,.�Fleraccs�s+�¢tn�osonv..R+rvy,..r.�,.Y,.•.:� �' , f�': r� Z}; a}f f .py�,�,� Y 3 Y f�i f f �;;;• .y;nsv4sti ., f 1 •#{� " +b•• ;� t^0j`. f t j it Yt} �ti;,�?s. PAGE �— J0b# — PAGEOF 20 - PT# + HI ROD-- - - ELEV DATE PC ;.. �: — -- NOTES INSTR.L � I r2fi41 r — — -- — �, 4 L /T a 7Y7 �- PIP tr-- + 4) 110 41 1y . I f 24 r s I I t m I : 1t S i t <' '} c PAGE OF 2JOB# PAGE ,�� OF PT# HI+ - ROD ELEV - 0 !.i DATE LL, - 0 ES' IQ��h INs I 3 _ - laz2 If --�- --- 4470 Ni cc x-m i I � � I I o I I - 4k fig ; E i m r �_ _._-.. ......._-.._mow.._...._.,..,.......... tL.:[a..... ......... ...e,..r++�WY�.......___. :nr. ..-._.. .,....�+.a. ..�_ __._... -.. .. .. ......... .,....__ ) ��i. PAGE / OFPAGE Yl> --- - �_ F 20 -- T# H I - ROD ELEV O' PC -- - �� � NOTES J 8 4, - + 4 i --60 r Z I ' ,m Y 4 -Ali it - r - r m I N O OF ZPAGE i ' JOB# ;,.. --- — — j HI PAGE OF -- 4I PT# -R — + PC ? ROD ELEV ATE D � i U —: NOTES: —:• — INSTR. - + - -- - - - � I + r r , - t xom i � x t S D I I I I m 0 V -r-. I PAGE OF !LU'_- ,- JOB PAGE U OF PT# + HI ROD ELEV _ - - - - - •. - - DATE. _ I PC -- Y ^ T NOTES,) y --- - 1,6 -' - -- - - - INSTR.-14 - - -- - Y I 8 3,S : I , 1J (6Z.7f�- I r I � I I •. It o ,� _ - -- — `---- ----- - - i> Cedar River Comparison of 100-YR Water Surface Levels Cross Section River Mile 100-YR Water Surface (ft NAVD 1988) Difference Between New HEC-RAS New HEC-RAS New HEC-RAS Existing FEMA HEC-2 Model With Existing FEMA Model With Existing FEMA Model With Existing FEMA and NEW HEC-RAS Levee HEC-2 Model Levee HEC-2 Model Levee HEC-2 Model Model Elevations AU 3.24 64.9 AV 3.31 65.4 AX 3.55 68.0 AZ 3.74 70.3 BA 3.83 72.1 BC 4.02 75.8 T. 4, BE 4.20 78.6 BF 4.27 79.4 HWY 169 Crossing BG 4.30 80.4 BH 4.32 81.0 BI 4.32 81.1 Proposed Levee 4 5, :� .n BK 4.46 82.4 BM 4.70 87.7 AWi, , BO 4.90 90.6 BP 4.99 93.2 BR 5,16 96.1 BS 5.27 98.8 CITY OF RENTON - OLD CITY HALL FLOOD WALL CONSTRUCTION COST ESTIMATE Items Quantity Units Unit Cost Total Cost GENERAL ITEMS 1. Mobilization(10%) 1 L.S. $14,405 $14,405 2. Shoring or Extra Excavation 1 L.S. $2,500 $2,500 3. Temporary Filter Fabric Fence 350 L.F. $10 $3,500 4. Filter Fabric Inlet/CB Protection 3 Each $250 $750 5. Dewatering 1 L.S $2,500 $2,500 6. Landsca i /Sod All Disturbed Areas 1 L.S $1,500 $1,500 7. Repaint Parking Stall Unes 1 L.S $500 $500 REMOVAL ITEMS(Intl.Excay.,Backfill, Haul&Disposal) 8. Remove E)dst.Stone Wall,Sidewalk, Benches, &U hts 1 L.S. $2,500 $2,500 9. Remove Exist. Brick Structure/Plug&Abandon Pipe 1 L.S. $1,000 $1,000 10. Remove Exist.Fence Around Parking Area Perimeter 1 L.S. $1,750 $1,750 11. Remove Exist.Curb Wheel Stops and Asphalt Paving 1 L.S. $1,200 $1,200 12. Remove Exist.Concrete Ramp 1 L.S. $1,000 $1,000 13. Relocate Exist.Catch Basin/Plug&Abandon Pipe 1 _[_L.S. $800 $800 STORM DRAINAGE ITEMS(installed- Incl. Excay., Beddi ,Backfill,Compaction As Req'd) 14. Type 1 Catch Basin 2 Each $1,500 $3,000 15. 6"HDPE Storm Sewer Pipe 197 L.F. $35 $6,895 16. 8"Tide Flex Check Valve 1 Each $1,800 $1,800 17. 18"Tide Flex Check Valve 1 Each $7,000 $7,000 18. Connection to E)dsflng Drainage Structure 1 Each $750 $750 SITE IMPROVEMENT ITEMS(Installed-Incl. Excay.,Subgrmade,Compaction As Req'd) 19. 4"Thick Concrete Sidewalk 800 S.F. $15 $12,000 20. Asphalt Concrete Repair(Ind.Sawcuttin 50 L.F. $25 $1,250 21. Asphalt Concrete Paving Class B 100 S.Y. $65 $6,500 22. Extruded Asphatt Curb 125 L.F. $12 $1,500 FLOOD WALL ITEMS(Installed- IncL Excay.,Backfill,Compaction,Rell cling As Req'd) 23. 4"Schedule 80 PVC Sleeves Through Wall 3 Each $500 $1,500 24. Reinforced Concrete Flood Wall 9" _ 41211 350 L.F. $221 $77,350 25. Remove/Replace Rockery&Pour Concrete @ Wall Ends 2 Each $2,500 $5,000 Sub-Total $158,450 8.6%State Sales Tax W4 9 9" $13,626.66 Total Estimated Construction Cost $172,076 10%Contingency $15,845 Total Cost $187,921 -77,35a 5��. 3/15/00 2:30 PM _ a CITY OF RENTON - OLD CITY HALL FLOOD WALL CONSTRUCTION COST ESTIMATE Items Quantity Units Unit Cost Total Cost GENERAL ITEMS 1. Mobilization(10%) 1 L.S. $14,405 $14,405 2. Shoring or Extra Excavation 1 L.S. $2,500 $2,500 3. Temporary Filter Fabric Fence 350 L.F. $10 $3,500 4. Finer Fabric Inlet/CB Protection 3 Each $250 $750 5. Dewatering 1 L.S $2,500 $2,500 6. Landscaping/Sod All Disturbed Areas 1 L.S $1,500 $1,500 7. Repaint Parking Stall Unes 1 L.S $500 $500 REMOVAL ITEMS(Ind.Excay.,Backfill,Haul&Disposal) 8. Remove Exist.Stone Wall,Sidewalk, Benches, &Ll hts 1 L.S. $2,500 $2,500 9. Remove Exist.Brick Structure/Plug&Abandon Pipe 1 L.S. $1,000 $1,000 10. Remove Exist.Fence Around Parking Area Perimeter 1 L.S. $1,750 $1,750 11. Remove Exist.Curb Wheel Stops and Asphalt PmAng 1 L.S. $1,200 $1,200 12. Remove Exist.Concrete Ramp 1 L.S. $1,000 $1,000 13. Relocate Exist.Catch Basin/Plug&Abandon Pipe 1 L.S. $800 $800 STORM DRAINAGE ITEMS(Installed-Incl. Excay., Beddi ,Backfill,Compacuon As Req'd) 14. Type 1 Catch Basin 2 Each $1,500 $3,000 15. 6"HDPE Storm Sewer Pipe 197 L.F. $35 $6,895 16. 8"Tlde Flex Check Valve 1 Each $1,800 $1,800 17. 18"Tide Flex Check Valve 1 Each $7,000 $7,000 18. Connection to E)dsfing Drainage Structure 1 Each $750 $750 SITE IMPROVEMENT ITEMS(Installed-Incl. Excay.,Subgnode,Compaction As Req'd) 19. 4"Thick Concrete Sidewalk 800 S.F. $15 $12,000 20. Asphalt Concrete Repair(Ind.Sawcuttin 50 L.F. $25 $1,250 21. Asphalt Concrete Paving Class B 100 S.Y. $65 $6,500 22. Extruded Asphalt Curb 125 L.F. $12 $1,500 FLOOD WALL ITEMS(Installed-Inci.Excay.,Backfill,Compaction,Rewl cing As R 'd) 23. 4"Schedule 80 PVC Sleeves Through Wall 3 Each $500 $1,500 24. Reinforced Concrete Flood Wall 350 L.F. $221 $77,350 25. Remove/Replace Rockery&Pour Concrete @ Wall Ends 2 Each $2,500 $5,000 Sub-Total $158,450 8.6%State Sales Tax $13,626.66 Total Estimated Construction Cost $172,076 10%Contingency $15,845 Total Cost $187,921 3/15/00 2:30 PM FAX NO. Dec. oe 1999 12:46PM P7 STOUDER GENERAL CONSTRUCTION, LLC RENTON OLD CITY HALL FLOOD WALL SCHEDULE OF VALUES � Total Cost 1 Unit QtY Value of Task Sales Tax Div_ Description 11,965.0 1,028.99 12 99 .99 L 1 4.00 4.344.00 1 1 Mobilizaton L 1 4, 00.00 3, 01.0 2 2 install erosion control LS 1 500 p 301.0 3 2 Demo fence 900. 0 335.40 4,2 40 973.OU 4 2 aw cut as LS al and concrete 1 5 00 A .0 473. 01 OU 5 2 Remove as a:1,11,111,11111,!t concrete, and stone wal 00 00 301.0 •6 2 Remove and line out wall. trim ve et-1 LS 1 �, 5 0.00 559.00 $7,059_ 0 2 as ose of debris as halt, concrete etc. L 1 17 80 0 1 0-80 9,330.80 )8 Excavation for wal lacement L 1 18, 40.00 1,628.84 $20 568.84 )g 3 Form, re ar, our, st" oatin L 1 1 , 00.00 $1,118.00 $14,118.00 -0 3 Install wa I rebar LS 21 0 00 1 8 .00 22 8 6.00 11 Form wall LS i 3,000.00 $1,118. 0 14,118.0 i Po- str� wall LS 1,8 .00 154.80 1.9 4.80 13 2 Insta ! check valves 1 4. 00 42 5,384.39 14 2 Back It vraif 1 � L 1 6,6 0.00 $7 167.6 15 2 Utrlit work, west side an catch basin S 1 7.0 39 .92 5,024,92 3 orm, our I st ewalk LS 1 $ '000.00 430.00 5 430.00 7 2 1 =nri,,raping LS 1 0.00 228.76 2,888,76 18 2 Asphalt atchin , stri ina TOTAL $1 R2 .00 $12 749.50 L$160,999.50 + 1 -7, I �� r v, vat 3# �I O00 - G�GC�� �'�•CO PROJECT: oGD / OD Gl� Budget: 106 ! p Acct #: .3/6,oa0000.o Z4,544o.0o7(, 63.O2o019 Item Cost Costs to Date Balance 0.00 !00•00 • f Z•26•zoan 0 01 0� , Z . • o l 5A z 3• • •Q ACJV G•3o-oa l2-7 aT0 - S # '7- f 3•EGG ) "7S o� , 00 �'� �T0( )0 PAY SST 4 �'•zQao ! /g3•oo � l05$ PAY •zoco 3 fv /— 7T n oo Z -7/7 Adln6uS •oo /G 7 40 -CO /� •Zvou 0 00 5/ zo Z,5 o ! 70a06 l G .-7 1 '7 0 II 1-75)Z 6 Aik City of Renton-Planning/Building/Public Works Departmen OAKESDALE AVENUE SOUTHWEST SOUTHWEST 31sT STREET TO SOUTHWEST 19TH STREET Bid Tabulation (Bid Openinq Julv 5. 2000) SCHEDULE A- PHASE 1 B ROADWAY Scarsella Bros.,Inc. R.W.Scott Construction Co. ITEM APPROX. UNITS ITEM WITH UNIT PRICE RICE AMOUNT UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Al 1 LS Mobilization 1000.00 $ 40,000.00 $ 169,640.00 $ 169,640.00 A2 1 LS Traffic Control 1 i,000.00 $ 35,000.00 $ 5,000.00 $ 5,000.00 A3 1 LS Contractor Supplied Surveying&As-Br1,500.00 $ 22,500.00 $ 12,000.00 $ 12,000.00 A4 2,030 LF Saw Cutting 3.00 $ 6,090.00 $ 2.00 $ 4,060.00 A5 2,550 LF Removing Paint Stripe 8 0.30 $ 765.00 $ 0.55 $ 1,402.50 A6 5 SY Removing Plastic Traffic Marking 8- 9.00 $ 45.00 $ 15.50 $ 77.50 A7 26 EA Removing Plastic Traffic Arrow 8-; 20.00 $ 520.00 $ 17.00 $ 442.00 A8 35 HUND. Removing Raised Pavement f 75.00 $ 2,625.00 $ 84.00 $ 2,940.00 A9 2,500 CY oadway Excavation Incl.Haul 27 12.40 $ 31,000.00 $ 11.47 $ 28,675.00 A10 100 CY Unsuitable Foudation Excavation, 2- 18.50 $ 1,850.00 $ 20.00 $ 2,000.00 All 6,520 TON Aldravel Borrow Incl.Haul 9.40 $ 61,288.00 $ 9.70 $ 63,244.00 Al2 158 LF Lined Corrugated Poly.Storm Sewer Pi 25.25 $ 3,989.50 $ 35.00 $ 5,530.00 A13 9 EA Catch Basin Type 1 with OpenCurb Fa<8W.00 $ 7,200.00 $ 800.00 $ 7,200.00 A14 5 EA Open Curb Face Frame and Grate 260.00 $ 1,300.00 $ 200.00 $ 1,000.00 A15 54 LF Ductile Iron Pipe for Water Main 6 inch_50.00 $ 2,700.00 $ 45.00 $ 2,430.00 A16 2 EA Resetting Existing Hydrants %000.00 $ 4,000.00 $ 1,000.00 $ 2,000.00 A17 1,280 TON Crushed Surfacing Top Course a 16.00 $ 20,480.00 $ 15.00 $ 19,200.00 A18 675 TON Asphalt Concrete Pavement CL A 31.00 $ 20,925.00 $ 30.00 $ 20,250.00 A19 2,010 TON Asphalt Concrete Pavement CL E 30.00 $ 60,300.00 $ 30.00 $ 60,300.00 A20 30 SY Cement Concrete Approach,7-Day 51 35.00 $ 1,050.00 $ 35.00 $ 1,050.00 A21 1 FA emporary Water Pdllution/Erosion Co,000.00 $ 1,000.00 $- 1,000.00 $ 1,000.00 A22 1,366 LF Ftonstruction Geotextile for Temporary: 4.25 $ 5,805.50 $ 7.50 $ 10,245.00 A23 2 EA Stabilized Construction Entrance &000.00 $ 4,000.00 $ 1,500.00 $ 3,000.00 A24 33 EA Storm Drain Inlet Protection 8 85.00 $ 2,805.00 $ 65.00 $ 2,145.00 A25 100 SY Clear Plastic Covering 8. 4.00 $ 400.00 $ 3.00 $ 300.00 A26 0.5 AC pland Seeding ----A500.00 $ 1,250.00 $ 2,100.00 $ 1,050.00 A27 2,030 LF Cement Concrete Barrier Curb and Gut 8.75 $ 17,762.50 $ 10.00 $ 20,300.00 A28 1,375 SY Cement Concrete Sidewalk 8 18.50 $ 25,437.50 $ 20.00 $ 27,500.00 A29 1 EA Curb Ramp,Cement Concrete 8525.00 $ 525.00 $ 500.00 $ 500.00 A30 6,520 LF Paint Stripe 8 0.10 $ 652.00 $ 0.12 $ 782.40 A31 78 SF Plastic Crosswalk Stripe 1.55 $ 120.90 $ 2.20 $ 171.60 A32 17 EA Plastic Traffic Arrow 8 42.00 $ 714.00 $ 33.00 $ 561.00 A33 4 EA Plastic Bicyclist Symbol With Arrow _�•� $ 360.00 $ 55.00 $ 220.00 A34 2,800 EA Raised Pavement Marker-Type 1 1.34 $ 3,752.00 $ 1.50 $ 4,200.00 A35 320 EA Raised Pavement Marker-Type 2 2.54 $ 812.80 $ 3.30 $ 1,056.00 A36 1 LS Permanent Signing -- --- 500.00 $ 500.00 $- - 2,110.00 $ 2,110.00 A37 1 LS Illumination System,Complete 000.00 $ 40,000.00 $ 35,000.00 $ 35,000.00 A38 1 LS Traffic Signal Modifications(Oakesdale.500.00 $ 7,500.00 $ 7,500.00 $ 7,500.00 20th St.) 8-20 A39 4 EA Adjusting Manhole to Grade 7100•00 $ 1,600.00 $ 300.00 $ 1,200.00 A40 2 EA Adjusting Manhole to Grade-Raising 4 000.00 $ 2,000.00 $ 1,000.00 $ 2,000.00 Section 7-17 $ 440,624.70 $ 529,282.00 $ 440,624.70 Listed $ 532,282.00 e $ - Difference $ (3,000.00) SCHEDULE B - PHASE 2 ROADWAY ITEM APPROX. UNITS ITEM WITH UNIT PRICE�RICE AMOUNT UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in B1 1ILS I Mobilization 1,00000 $ _ 120,000_00 $ 169,640.00 $ 169,640.00 BidTab.xls 7/7/00, 1:17 PM Scarsella Bros.,Inc. R.W.Scott Construction Co. ITEM APPROX. UNITS ITEM WITH UNIT NO. QUANTITY (Unit Prices to be W UNIT PRICE AMOUNT UNIT PRICE AMOUNT B2 1 LS Traffic Control B3 1 LS Contractor Supplied Surve in $ 25,000.00 $ 25,000.00 $ 18,000 00 $ 18,000.00 64 3.5 LF learin and Grunce - $ 22,500.00 $ 22,500.00 $ 18,500.00 $ 18,500.00 BS 1 LF RemovClearinal Limit Fence $ 5,000.00 $ 17,500.00 $ 25,611.00 $ 89,638.50 86 1 LS Removal of Structures and O $ 3.00 $ 1,500.00 $ 2.00 67 924 LF Saw-Cutting $ 5,000.00 $ 1'�'� 68 3,150 SY Remove As haft Concrete Pa $ 5,000.00 $ 9,000.00 $ g 000 O0 $ 3.00 $ 2,772.00 $ 2.00 $ 1,848.00 B9 170 SY Removin Plastic Traffic Marld - 4.00 $ 12,600.00 $ B10 4 EA Removing Plastic Traffic Arrow 3.50 $ 11,025.00 $ 9.00 $ 1,530.00 $ 20.00 $ 3,400.00 Bill4.8 HUND. Removing Raised Pavement M$ 20.00 $ 80.00 $ 17.00 $ 68.00 B12 2 EA Abandon Monitoring Well $ 75.00 $ 360.00 $ 84.00 $ 403.20 B13 900 CY oadway Excavation Ind.HatJ�$ 1,500.00 $ 3,000.00 $ 1,000.00 $ 2,000.00 B14 597 CY Water Quality Pond Excavation$ 12.40 $ 11,160.00 $ 11.47 $ 10,323.00 Incl.Haul $ - 12.40 $ 7,402.80 $ 11.47 $ 6,847.59 ` B15 100 CY Unsuitable Foundation Excavat Ind.Haul $ 18.50 $ 1,850.00 $ 15.47 $ 1,547.00 816 14,800 TON Gravel Borrow Incl.Haul $ _ $ 817 977 CY Structure Excavation Class A $ 9.40 $ 139,120.00 $ 8.90 $ 131,720.00 Ind.Haul _$ 12.40 $ 12,114.80 $ 11.47 $ 11,206.19 818 3,170 SY Construction Geotextile for $ $ Separation _$ 2.00 $ 6,340.00 $ 1.25 $ 3,962.50 3 B19 1,225 TON QuarrySpans $ $ B20 19,700 CY Wetland Restoration Excavatiol$ 19.50 $ 23,887.50 $ 23.00 $ 28,175.00 Ind.Haul $ 12.40 $ 244,280.00 $ 13.00 $ 256,100.00 B21 293 LF Class II Reinforced Concrete G $ _ $ Pipe 36 inch diameter 6 95.00 $ 27,835.00 $ 115.83 $ 33,938.19 { 622 9Q1 LF Lined Corrugated Polyethylene $ s $ Sewer Pipe-12 inch diameter 6 25.25 $ 7,600.25 $ 20.40 $ 6,140.40 B23 �1�3 LF Lined Corrugated Polyethylene: $ _ $ Sewer Pipe-18 inch diameter > 55.55 $ 722.15 $ 30.00 $ 390.00 B24 1,130 LF Ductile Iron Storm Sewer Pipe $ _ $ 12 inch diameter 40.05 $ 45,256.50 $ 28.98 $ 32,747.40 B25 3 EA Adjust Existing Manholes and C $ _ $ Basins to Grade 400,00 $ 1 200 00 $ 300 00 $ 900 00 B26 1 EA Connection to Existing Pipe $ $ 627 8 EA Catch Basin Type 1 500.00 $ 500•0 $ 500.00 $ 500.00 B28 6 EA Catch Basin Type 1 with Open F750.00 $ 6,000.00 $ 770.00 $ 6,160.00 _ and Grate 800.00 $ 4,800.00 $ 800.00 $ 4,800.00 B29 1 EA Catch Basin Type 2-48 inch dia with Solid Cover 2,600.00 $ 2,000.00 $ 3,500.00 $ 3,500.00 _r B30 1 EA Catch Basin Type 2-60 inch dia $ _ $ Open Curb Face Frame&Grate 3,500.00 $ 3,500.00 $ 4,000.00 $ 4,000.00 Control Oil/Water Separator Tee $ $ :^ B31 1 EA Open Curb Face Frame and Gra $ $ B32 8,966 SF Welded Wire Wall 260.00 $ 260.00 $ 300.00 -- .00 B33 970 LF Chain Link Fence Railing 14.00 $ 125,524.00 $ 20.05 $ 179,768.30 B34 2,475 TON Crushed Surfacing Top Course 22.00 $ 21,340.00 $ 22 00 -1$ 21 768 00 B35 1,055 TON Asphalt Concrete Pavement CL 16.00 $ 39,600.00 $ 15.00 $ 37,125.00 B36 3,155 TON Asphalt Concrete Pavement CL I 31.00 $ 32,705.00 $ _ 30.00 $ _31,650.00 B37 _ 82 SY Cement Concrete Approach,7-D _ 30.00 $ _ 94,650.00 $ 30.00 $ 94,650.00 B38 1 FA Temporary Water Pollution/ __ 35.00 $ 2,870.00 $----�3 pp $ - 2,706.00 Erosion Control 3,500.00 $ 3,500.00 $--3,500.00 g-- 3,500.00 B39 5,100 LF Construction Geotextile for $ $ Temporary Silt Fence 4.25 $ 21,675.00 $ 7.50 $ 38,250.00 B40 1.25 AC Wetland Restoration Area Seedir__ $ $ 841 0.22 AC Wetland Buffer Restoration _2,500.00 $_ 3,125.00 $ 2,250.p0 $ 2,812.50 Area Seeding 1,500.00 $ - - - _ - -- ---- ------_ _- 330.00 $ 1,175.00 $ 258.50 i ab.xls -- - 717/00, 1:17 PM Engineers Estimate Gary Merlino Construction Co. Thomco Construction,Inc. Scoccolo Constructio Co. Scarsella Bros.,Inc. R.W-Scott Construction Co. ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID NO. QUANTITY (Unit Prices to be Written in Words) UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT B42 0.22 AC Construction Access Road 8-01 $ 2,180.00 $ 479.60 $ 1,200.00 $ 264.00 $ 1,800.00 $ 396.00 $ 1,650.00 $ 363.00 1 500. Restoration Seeding SP $ - $ $ 00 $ 330.00 $ 3,500.00 $ 770.00 B43 0.5 AC UplandSeedl 8-01 $ 14,500.00 $ 7,250.00 $ 2,200.00 $ 1,100.00 $ 16,000.00 $ 8,000.00 $ 9,500.00 $ 4,750.00 $ 2,500.00 $ 1,250.00 $ 2,100.00 $ 1,050.00 B44 3 EA Stabilized Construction Entrance 8-01 $ 5,000.00 $ 15,000.00 $ 1,500.00 645 15 EA Storm Drain Inlet Protection 8-01 $ 4,500.00 $ 2,000.00 $ 6,000.00 $ 3,500.00 $ 10,500.00 $ 2,000.00 $ 6,000.00 $ 1,200.00 $ 3,600.00 $ 100.00 $ 1,500.00 $ 100.00 $ 1,500.00 $ 125.00 $ 1,875.00 $ 65.00 $ 975.00 $ 85.00 $ 1,275.00 $ 65.00 $ 975.00 B46 350 SY Gear Plastic Covering 8-01 $ 2.00 $ 700.00 $ 2.00 B47 6,040 Cy Walft ivtAestoration Soil I 8-32 $ 700.00 $ 10.00 $ 3,500,00 $ 3.00 $ 1,050.00 $ 4.00 $ 1,400.00 $ 2.00 $ 700.00 $ 12.00 $ 72,480.00 $ 25.00 $ 151,000.00 $ 25.00 $ 151'000.00 $ 24.50 $ 147,980.00 $ 25.75 $ 155,530.00 $ 24.85 $ 150,094.00 '= and Placement Sp $ $ _ - $ $ $ 848 1.0 LS Wetland Restoration Area 8-32 $ 37,275.00 $ 37,275.00 $ 33,000.00 $ 33,000.00 $ 42,000.00 $ 42,000.00 $46,500.00 $ 46,500.00 $ 62,000.00 $ 62,000.00 $ 58,936.00 $ 58,936.00 Plantings Sp $ $ B49 125 CY Welland Buffer Area Soil 8-32 - $ $ - - $ $ 12.00 $ 1,500.00 $ 35.00 $ 4,375.00 $ 27.50 $ 3,437.50 $ 40.00 $ 5,000.00 $ 36.00 $ 4,500.00 $ 34.20 $ 4,275.00 Amendment Sp $ $ $ t B50 1.0 LS Wetland Buffer Area g_ - $ $ $ 2,790.00 $ 2,790.00 $ 5,000.00 $ 5'000.00 $ 3,500.00 $ 3.500.00 $ 8,600.00 $ 8,600.00 $ 4,500.00 $ 4,500.00 $ 4,263.00 $ 4,263.00 Plantings Sp $ - $ B51 1.0 LS Wetland Enhancement Area 8 32 - $ $ $ z $ 13,980.00 $ 13,980.00 $ 10,000.00 $ 10,000.00 $ 12,000.00 $ 12,000.00 $20,000.00 $ 20,000.00 $ 10,500.00 $ 10,500.00 $ 10,288.00 $ 10,288.00 Plantings SP $ - $ B52 70 EA Downed Logs 8-32 - $ $ - $ $ 200.00 $ 13,292.50 $ 101.00 $ 7,000.00 $ 200.00 $ 14,000.00 $ 200.00 $ 14,000.00 $ 400.00 $ 28,000.00 $ 600.00 $ 42,000.00 653 6,585 SF Temporary Irrigation 8-32 $ 0.50 $ 3,292.50 $ 1.00 $ 6,585.00 $ 1.00 $ 6,585.00 $ 0.35 $ 2,304.75 $ 0.85 $ 5,597.25 $ 0.79 $ 5,202.15 B54 3,262 LF Cement Concrete Barrier 8 04 $ 8.00 $ 26,096.00 $ 15.00 $ 48,930.00 $ 8.25 $ 26,911.50 $ 00.50 $ 34,251.00 $ 8.75 $ 28,542.50 $ 10.00 $ 32,620.00 Curb and Gutter $ _ $ $ $ - B55 4,005 SY Cement Concrete Sidewalk 8 14 $ 16.00 $ 64,080.00 $ 25.00 $ 100,125.00 $ 17.70 $ 70,888.50 $ 23.50 $ 44,117.50 $ 18.50 $ 74,092.50 $ 20.00 $ 80,100.00 B57 10 EA Curb Ramp,Cement Concrete 8 14 $ 450.00 $ . 4,500.00 $ 500.00 $ 5,000.00 $ 434.00 $ 4,340.00 $ 700.00 $ 7,000.00 $ 500.00 $ 5,000.00 $ 500.00 $ 5,000.00 657 200 LF Paint Stripe 8-22 $ 0.25 $ 50.00 $ 0.15 $ 30.00 $ 0.12 $ 24.00 $ 0.11 $ 22.00 $ 0.10 $ 20.00 $ 0.12 $ 24.00 B58 340 SF Plastic Crosswalk &� $ 1.75 $ 595.00 $ 2.00 $ 680.00 $ 1.75 $ 595.00 $ 2.20 $ 748.00 $ 1.55 $ 527.00 $ 2.20 $ 748.00 B59 4 EA Plastic Traffic Arrow 8-22 $ 50.00 $ 200.00 $ 45.00 a B60 1,850 EA Raised Pavement Marker-Type 1 8_09 $ 130.00 $ 48,00 $ 192.00 $ 32.50 $ 130.00 $ 42.00 $ 168.00 $ 33.00 $ 132.00$ 1.50 $ 2,775.00 $ 1.40 $ 2,590.00 $ 1.55 $ 2,867.50 $ 1.60 $ 2,960.00 $ 1.34 $ 2,479.00 $ 1.50 $ 2,775.00 B61 220 EA Raised Pavement Marker-Type 2 8-09 $ 3.00 $ 660.00 $ 2.60 $ 572.00 $ 2.90 $ 638.00 $ 3.30 $ 726.00 $ 2.54 $ 558.80 $ 3.30 $ 726.00 662 f LS Permanent Signing . - 8-21 $ 1,100.00 $ 1,100.00 $ 1,000.00 $ 1,000.00 $ 2,300.00 $ 2,300.00 $ 2,1 00.00 $ 2,100.00 $ 2,500.00 $ 2,500.00 $ 2,110.00 $ 2,110.00 663 1 LS Illumination System„Comppete 8-20 $ 80,106.00 $ 80,106.00 $ 45,000.00 $ 45,000.00 $ 61,500.00 $ 61,500.00 $56,500.00 $ 56,500.00 $ 50,000.00 $ 50,000.00 $ 47,000.00 $ 47,000.00 664 1 LS Interconnect Conduit System,Complete 8 20 $ 5,300.00 $ 5,300.00 $ 5,000.00 $ 5,000.00 $ 4,600.00 $ 4,600.00 $ 4,200.00 $ 4,200.00 $ 4,200.00 $ 4,200.00 $ 6,000.00 $ 6,000.00 B65 1 LS Traffic Signal System Complete 8-20 $ 125,160.00 $ 125,160.00 $ 90,000.00 $ 90,000.00 ########## $ 127,404.00 #########(Oakesdale Ave SW at SW 27th St.) RC/SP $ 117,000.00 $ 105:000.00 $ 105,000.00 $ 112,000.00 $ 112,0 00.00 B66 2 EA Monument,Case and Cover 8-13 $ $ - $ - $ $ $ 400.00 $ soo.00 $ 350.00 $ 700.00 $ 500.00 $ 1,000.00 $ 400.00 $ 800.00 $ - -250.00 $ 500.00 $ 250.00 $ 5aaoo B68 2 EA Bollard Type 1 8-30 $ 300.00 $ 600.00 $ 500.00 $ 1,000.00 $ 750.00 $ 1,500.00 $ 500.00 $ 1,000.00 $- --600.00 $ 1,200.00 $ 800.00 $ 1,600.00 668 2 EA Bollard Type 2 8 30 $ 600.00 $ 1,200.00 $ 600.00 $ 1,200.00 $ 550.00 $ 1,100.00 $ 750.00 $ 1,500.00 $ - -300.00 $ 600.00 $ 2.00 .00 $ 1,000.00 B70 4 EA Adjusting Manhole to Grade 7-17 $ 500.00 $ 2,000.00 $ 300.00 $ 1 200.00 $ 300.00 $ 1,200.00 $ 300.00 $ 1,200.00 $ -400.00 $ 1,600.00 $ .00 $ 1,200.00 B70 3 EA Adjusting Manhole to Grade- 7-17 _$ 2,000.00 $ 6,000.00 $ 1,000.00 $ 3,000.00 $ 700.00 $ 2,100.00 $ 650.00 $ 1,950.00 $ 1,000.00 $ 3,000.00 $ 1, $ 3,000.00 Raising 48 in.diameter Section SP $ _ $ $ B71 2 EA Curb Cover witFrame 7-17 $ 850.00 $ 1,700.00 $ 250.00 $ 500.00 $ 1,200.00 $ 2,400.00 $ 2,100.00 $ 4,200.00 $ 1,500.00 $ 3,000.00 $ 1,500.00 $ _ 3,000.00 B72 2 EA Adjusting Water Valve Cover 7-12 $ 500.00 $ 1,000.00 $ 200.00 - to Grade $ 400.00 $ 200.00 $ 400.00 $ 200.00 $ 400.00 $ 325.00 $ 650.00 $ 250.00 $ 500.00 SP $ - $ $ $ 673 1 LS Settlement Instrumentation 8-33 _ $ 4,8 00.00 $ 4,850.00 - $ $ 1,000.00 $ 1,000.00 $ 15,000.00 $ 15,000.00 $ 2,000.00 $ 2,000.00 $ 12,500.00 $ 12.500.00 $ 1,500.00 $ _ 1,500.00 B74 1,150 SF I Shoring or Extra Excavation Class B 2 09 $ 2.50 $ 2,875.00 $ 1.00 $ 1,150.00 $ 1.00 $ 1,150.00 $ 3.00 $ 3,450.00 $ 1.00 $ 1,150.00 $ 2.00 $ 2,300.00 $ 1,657,373.70 $ 1,602,023.00 $ 1,591,806.00 $ 1,653,419.75 $ 1,681,160.05 $ 1,865,828.42 TOTAL-SCHEDULE B: Listed 1 601 978.00 Listed $ 1 591 806.00 Listed $ 1,653,419.75 Listed $ 1 681 160.05 Listed Difference $ 1,865,828.42 SCHEDULE C-WATER $ 45.00 Difference $ Difference $ - Difference $ Difference $ :NO. EM APPROX. ITEM WITH UNIT PRICE BID QUANTITY UNITS UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT (Unit Prices to be Written in Words) C1 1 LS Mobilization 1 09.7 SP $ 13,000.00 $ 13,000.00 - - $ 1,000.00 $ 1,000.00 $ 5,000.00 $ 5,000.00 $ 1,000.00 $ 1,000.00 $ 5,000.00 $ 5,000.00 $ 3,000.00 $ 3,000.00 C2 1 LS Contractor Supplied Surveying 1-1 1 -- --- $ 2,000.00 $ 2,000.00 - ----- - - --- 500.00 -- $ 500.00 $ 6,000.00 $ 6,000.00 $ 2 000 00 $ 2,000.00 $ 4,000.00 $ 4,000.00 $ 3,000.00 $ 3,000.00 and As-Builts for Water Lines RC/SP $ $ C3 1 LS Shoring,Design,Construction 7-11 $ 1,000.00 $ 1,000.00 -- ---- -------- ---- 500.00 $ 500.00 $ 3,000.00 $ 3,000.00 $ 1,000.00 $ 1,000.00 $ 500.00 $ 500.00 $ 3,000.00 $ 3,000.00 and Maintenance Sp $ $ C4 1,340 LF Ductile Iron Pipe&Fittings for Water 7-11 $ 70.00 $ 93,800.00 --- 40.00 $ 53,600.00 $ 35.00 $ 46,900.00 $ 31.00 $ 41,540.00 $ 40.00 $ 53,600.00 $ 34.34 $ 46,015.60 Main with Polywrap 12 inch Diam. RC/SP $ $ -- - $ BidTab.xls Page 3 717100, 1.17 PM Engineers Estimate Gary Merlino Construction Co. Thomco Construction,Inc. Scoccolo Constructio Co. Scarsella Bros.,Inc. R.W.Scott Construction Co. ITEM APPROX. UNITS ITEM WITH UNIT PRICE BID UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) C5 120 LF Ductile Iron Pipe&Fittings for Water 7-11 $ 60.00 $ 7,200.00 $ 35.00 $ 4,200.00 $ 32.00 $ 3,840.00 $ 30.00 $ 3,600.00 $ 35.00 $ 4,200.00 $ 30.00 $ 3,600.00 Main with Polywrap 8 inch Diam. RC/SP $ _ $ _ $ _ $ _ $ _ C6 7 EA Gate Valve 12 inch 7-12 $ 1,000.00 $ 7,000.00 $ 700.00 $ 4,900.00 $ 1,200.00 $ 8,400.00 $ 1,000.00 $ 7,000.00 $ 1,300.00 $ 9,100.00 $ 1,125.00 $ 7,875.00 C7 2 EA -Gate Valve 8 inch 7-12 $ 800.00 $ 1,600.00 -_ - -- -- -- - - $ 500.00 $ 1,000.00 $ 850.00 $ 1,700.00 $ 675.00 $ 1,350.00 $ 900.00 $ 1,800.00 $ 800.00 $ 1,600.00 C8 4 EA H drant Assembly 7-14 $ 2,500.00 $ 10,000.00- - - -Y__- --Y - - $ 2,500.00 $ 10,000.00 $ 2,250.00 $ 9,000.00 $ 2,350.00 $ 9,400.00 $ 2'500.00 $ 10,000.00 $ 2,200.00 $ 8,800.00 C9 2 EA Connection to Existing Water Main 7 11 $ 2,800.00 $ 5,600.00 $ 1,000.00 $ 2,000.00 $ 1,500.00 $ 3,000.00 $ 4,500.00 $ 9,000.00 $ 3,500.00 $ 7,000.00 $ 1,000.00 $ 2,000.00 - 2 - - -- - C10 7 CY Concrete for Thrust Blocking and 7-11 $ 100.00 $ 700.00 $ 150.00 $ 1,050.00 $ 200.00 $ 1,400.00 $ 125.00 $ 875.00 $ 175.00 $ 1,225.00 $ 200.00 $ 1,400.00 Deadman Anchor Blocks RC/SP $ $ $ $ $ C11 1 LS Removal of Existing Water Mains, 7-11 $ 1,500.00 $ 1,500.00 $ 1,000.00 $ 1,000.00 $ 1,500.00 $ 1,500.00 $ 600.00 $ 600.00 $ 1,000.00 $ 1,000.00 $ 1,500.00 $ 1,500.00 Hydrants,Valve Boxes,Etc. SP $ _ TOTAL-SCHEDULE C: $ 143,400.00 $ 79,750.00 $ 89,740.00 $ 77,365.00 $ 97,425.00 $ 81,790.60 8.6%SALES TAX: $ 12,332.40 $ 6,858.50 $ 7,717.64 $ 6,653.39 $ 8,378.55 $ 7,033.99 TOTAL-SCHEDULE C: $ 155,732.40 $ 86,608.50 $ 97,457.64 $ 84,018.39 $ 105,803.55 $ 88,824.59 with Sales Tax Listed $ 86,608.50 Listed $ 97,457.64 Listed $ 84,018.39 Listed $ 105,803.55 Listed $ 88,824.59 Difference $ - Difference $ Difference $ - Difference $ Difference $ 0.00 Summary Schedule A-Phase 1B Roadway $ 439,568.50 $ 406,203.00 $ 473,936.21 $ 487,082.50 $ 440,624.70 $ 529,282.00 Shedule B-Phase 2 Roadway $ 1,657,373.70 $ 1,602,023.00 $ 1,591,806.00 $ 1,653,419.75 $ 1,681,160.05 $ 1,865,828.42 Schedule C-Water Lines(Includes State Sales Tax) $ 155,732.40 $ 86,608.50 $ 97,457.64 $ 84,018.39 $ 105,803.55 $ 88,824.59 GRAND TOTAL FOR SCHEDULES A,B AND C $ 2,252,674.60 $ 2,094,834.50 $ 2,163,199.85 $ 2,224,520.64 $ 2,227,588.30 $ 2,483,935.01 Listed $ 2,094,789.50 Listed $ 2,163,199.85 Listed $ 2,224,520.64 Listed $ 2,227,588.30 Listed $ 2,486,935.01 Difference $ 45.00 Difference $ - Difference $ - Difference $ - Difference $ (3,000.00) BidTab.xls Pale 4 7/7/00, 1:19 BM , f Construction Activity List 2 Levee and Landscaping Options L° 1. Survey of existing ground elevations 54Ak;1) 2. Mobilize 3. Install construction fencing 4. Install erosion control fencing 5. Clear and grub trees and etc. -� j \� ,1JIA 6. Strip turf 4%sposeP P Cr CYO 7. Remove and stockpile topsoil l G �\8. Load, haul and dump fill material 9. Spread/compact fill matieral to rough grade 10. Final grading of fill material Q e I 11. Haul,dump and compact topsoil �tC 12. Install turf 13. Install landscaping 14. Remove construction and erosion control fencing 15. As-built survey Construction Activity List Floodwall Option 1. Survey of existing ground elevations 2. Mobilize 3. Install construction fencing 4. Install erosion control fencing 5. Clear and grub trees and etc. 6. Strip turf 7. Remove and stockpile topsoil 8. Excavate for wall placement 9. Install forms and reinforcement for footings 10. Pour footings 11. Install forms and reinforcement for wall 12. Pour wall 13. Strip forms 14. Place and compact backfill Haul, dump and compact topsoil 15. Install turf 16. Install landscaping 17. Remove construction and erosion control fencing 18. As-built survey U:\GSCHIMEK\PR0JECTS\wo#65221\Construction Activity List.doc PUS°'� �,-o4 _ Wnw�xvW ,vw 4,A-OQI wt Y�✓„1 �o�, y�S /i5 69 (zix f S xh) 3 so r=T / 4Fr A bovc o)r- • City of Renton Cost Estimate Community Services Division Project: Old City Hall Flood Wall Phase: Construction Cost Estimate Date: 1/11/00 ITEM & DESCRIPTION IQUANTITY1 UNIT I UNIT COS—T-1 ITEM TOTAL SUBTOTAL Mobilization (7.5%) 1 LS 9,494 Site Preparation Construction Fencing 280 LF 1.50 420 Construction Access & Restoration 1 LS 300.00 300 Tree Protection 1 LS 1,000.00 1,000 TSEC/CB Protection 1 LS 1,400.00 1,400 3,120 Demolition AC Parkin Lot- Sawcut & Remove Portion 1 LS 1 1,100.00 1,100 Remove/Haul Conc. Path 165 SY 7.00 1,155 Rockery Wall/Haul 380 SF 9.00 3,420 Concrete Bench Footings/Haul 1 LS 200.00 200 Existing Wheel Stops/Haul 1 LS 400.00 400 Vegetation: Shrubs/Sod Stripping 1 LS 500.00 500 Light Standards 1 LS 200.00 200 Remove Fence 1 LS 400.00 400 7,375 . Earthwork Rough & Finish Grading/Compact Subgrade 1,000 SY 2.25 2,250 2,250 Utilities Storm Water System Modifications 1 LS 5,000.00 5,000 Electrical Service Modifications 1 LS 500.00 500 5,500 Pavin /Walls/Gate C.I.P. Concrete Curb-Vehicular 170 LF 8.00 1,360 Conc. Curb Rams 1 EA 300.00 300 Concrete Pavement 4"with WWM 75 SY 29.25 2,194 Asphalt Pavement-Vehicular 100 SY 10.25 1,025 Concrete Flood Walls 350 LF 96,250.00 96,250 Rockery Wall/Concret Wall Interface 1 LS 500.00 500 101,629 Striping &Si nage Striping/Markings in Parking Lot 1 LS 350.00 350 350 Planting Topsoil to Plantin Beds (6 18 CY 20.00 360 Mulch to Planting Beds 2' 6 CY 23.00 138 Shrubs& Groundcovers 990 SF 2.00 1,980 Finish Grading in Lawn Areas 40 SY 1.00 40 Topsoil to Lawn Areas (3") 3 CY 20.00 60 . Bank Restoration - Seeding 9045 SF 0.30 2,714 Seeding, Fertilizer, Mulch 360 SF 0.20 72 5,364 Pagel a City of Renton Cost Estimate Community Services Division Project: Old City Hall Flood Wall Phase: Construction Cost Estimate Date: 1/11/00 ITEM & DESCRIPTION JQUANTITYJ UNIT I UNIT COST I ITEM TOTAL SUBTOTAL Site Furnishings Benches for Courtyard - Reinstallation 1 LS 1,000.00 1,000 1,000 Sub Total 136,082 Estimating Contigenc (10%) 13,608 Total Estimated Construction Costs (WSST not included) 149,690 WSST A 8.6% 12,873 Total Estimated Construction Costs 162,563 ADDITIONAL ITEMS Flood Wall Gate 1 EA 15,000.00 15,000 15,000 Subtotal 15,000 Estimating Contingency(10%) 1,500 Total Additional Items (WSST not included) 16,500 WSST @ 8.6% 1,419 Total Additional Items 17,919 TOTAL ESTIMATED CONSTRUCTION COSTS WITH ADDITIONAL ITEMS 180,482 Page 2 LEVEE AND FLOODWALL COST ESTIMATE (per USACE FLOODPROOFING DOCUMENT) No Inflation Length (feet) 500 600 700 Floodwall Cost @ $ 113 per ft $56,500 $67,800 $79,100 Levee Cost @ $72 per ft $31,500 $37,800 $44,100 Inflation @ 5%/yr Length (feet) 500 600 700 Floodwall Cost @$ 166 per ft $83,000 $99,600 $116,200 Levee Cost @ $105 per ft $52,500 $63,000 $73,500 Floodwall Cost Notes -4 ft high - no landscaping included - source: 1993 USACE report Levee Cost Notes -4 ft high - landscaping included - sidewalk assumed for cart path -source: 1993 USACE report CITY OF RENTON MAPLEWOOD GOLF COURSE REGRADE 5:1 Side Slopes ENGINEER'S PLANNING LEVEL COST ESTIMATE July 6,2001 G&O#'01657.00 NO. ITEM QUANTITY UNIT PRICE AMOUNT STREET& STORM DRAINAGE IMPROVEMENTS 1 Mobilization, Cleanup &Demobilization 1 LS $ 17,000.00 $ 17,000.00 2 Locate Existing Utilities I LS $ 500.00 $ 500.00 3 Clearing and Grubbing 1.5 AC $ 6,000.00 $ 9,000.00 4 Fill 3,500 CY $ 20.00 $ 70,000.00 5 Quarry Spalls -4" - 6" 1000 TN $ 40.00 $ 40,000.00 6 Quarry Spalls - 8" - 30" 800 TN $ 60.00 $ 48,000.00 7 Underdrain Pipe 6 In. Diam. 250 LF $ 22.00 $ 5,500.00 8 Crushed Surfacing Top Course 175 TN $ 18.00 $ 3,150.00 9 Asphalt Conc. Pavement Cl. B 100 TN $ 50.00 $ 5,000.00 10 Topsoil Type A 700 CY $ 14.00 $ 9,800.00 11 Seeding, Fertilizing and Mulching 5,700 SY $ 1.50 $ 8,550.00 12 Temporary Erosion Control 1 LS $ 2,000.00 $ 2,000.00 13 Licensed Construction Surveying 1 LS $ 2,000.00 $ 2,000.00 14 Trees 10 EA $ 100.00 $ 1,000.00 15 lIrrigation Revisions I 1 ILS 1 $ 2,000.00 1 $ 2,000.00 Subtotal (Items 1-15): $223,500.00 Sales Tax @ 8.8 %: $19,668.00 TOTAL ESTIMATED CONSTRUCTION COST $243,168.00 30% Construction Contingencies $72,950.40 Subtotal $316,118.40 ENGINEER'S PLANNING LEVEL COST ESTIMATE $316,000 DATE: July 6, 2001 PREPARED BY: Matt Winkelman,E.I.T. CHECKED BY: Roger Kuykendall, P.E. 7/6/01 9:39 AM Page 1 of 1 M:\Renton\01657\5cost.xls CITY OF RENTON MAPLEWOOD GOLF COURSE;,REGRADE 5:1 Side Slopes ENGINEER'S PLANNING LEVEL COST ESTIMATE July 6,2001' G&O#01657.00' NO. ITEM QUANTITY UNIT PRICE AMOUNT STREET & STORM DRAINAGE IMPROVEMENTS 1 Mobilization, Cleanup &Demobilization 1 LS $ 11,000.00 $ 11,000.00 2 Locate Existing Utilities 1 LS $ 500.00 $ 500.00 3 Clearing and Grubbing 1.5 AC $ 6,000.00 $ 9,000.00 4 Fill 4,400 CY $ 20.00 $ 88,000.00 5 Quarry Spalls -4" - 6" 0 TN $ 40.00 $ - 6 Quarry Spalls- 8" - 30" 0 TN $ 60.00 $ - 7 Underdrain Pipe 6 In. Diam. 250 LF $ 22.00 $ 5,500.00 8 Crushed Surfacing Top Course 175 TN $ 18.00 $ 3,150.00 9 Asphalt Cone. Pavement Cl. B 100 TN $ 50.00 $ 5,000.00 10 Topsoil Type A 700 CY $ 14.00 $ 9,800.00 11 Seeding, Fertilizing and Mulching 5,700 SY $ 1.50 $ 8,550.00 12 Temporary Erosion Control 1 LS $ 2,000.00 $ 2,000.00 13 Licensed Construction Surveying 1 LS $ 2,000.00 $ 2,000.00 14 Trees 10 EA $ 100.00 $ 1,000.00 15 Irrigation Revisions 1 LS $ 2,000.00 $ 2,000.00 Subtotal (Items 1-15): $147,500.00 Sales Tax @ 8.8 %: $12,980.00 TOTAL ESTIMATED CONSTRUCTION COST $160,480.00 30% Construction Contingencies $48,144.00 Subtotal $208,624.00 ENGINEER'S PLANNING LEVEL COST ESTIMATE $209,000 DATE: July 6,2001 PREPARED BY: Matt Winkelman, E.I.T. CHECKED BY: Roger Kuykendall, P.E. 7/6/01 9:39 AM Page 1 of 1 M:\Renton\01657\5cost—NoRock.xis I � l' I • I � I ' I � I � I '1 1 I 11 1 1 1 1 1 1 1 11 1 1 1 1 II 1111 II 1 1 I I 1 1 1 1 I I II I I 1 1 1 1 1 1 1 I 1 I I I 1 � 11 I 1 1 I 1 I i 1 I I 1 I 1 I I 11 1 1 I I I 1 I I illl I I Ilil II II I 1 I 1 I I I I i 1 1 1 1 1 I I 1 11 I II I 1 I 1 1 II 1 1 I 1 1 1 I i I 1 1 1 1 1 1 I I 1 I 11 1 1 1 1 1 1 1 1 I I 1 1 I 1 � II 11 I II I 1 111 1 11 I 1 11 1 II1 I I I 1 I - 1 1 i 1 I I i 1 I 1 1 1 1 1 I I 1 BY,BSP CREATED, JUN 27 2001 10,00, 23 UPDATED, JUN 28 2001 06,02,50 PLOTTED, JUL 05 2001 14,23, 19 FILE, Mi \RENTON\01657\VICINITY. DWG Z y r 'C' m 0 y� O O 0 r T 0 0 C y> m �a i O�� a z o z r_ 3S AVM H1041 V^J J r m A cZ 0 o ~ Z x r'� � x v/ vin s 0 t �.• ��/ Z/, Zme 0 0 � 7900 z� 3 • y 3 , sz�o O D 90, 760 3 Z, 988 z z �Qx1 NAPS 15500 D• /6 SO/. / • ' T 1 2. Zev�� ,ZOO rA • zo � �3 Al2- f ZSi /00 3 -7-00 O 21020 rw� 155W 3� i I /2 Z9 1 I i I i 1 1 1 i • P 35505 -7 • IZ N: i o X—Sum' •, �=T 75 (J)ept� -V-' Z —Ti x S 0&x ft x 760 4 -71000 - 16511 Mbft N ,500 / SF TONS 60 Z, ;�/C77- 6,100p = XOAJS 8d i� o o x to ,, • MOOS 900 v G. • • 7 i i i i i s9/ -t4 � � Z oao Z oOOZ 000 ' 0009 yf,. �9A � � - • 9 i � � I 7 O � Z M h z 00 �2, 9 `ADO { 3 �Uo 3 i INSTRUCTIONS FOR COMPLETING THE LEVEE/FLOODWALL SYSTEM ANALYSES FORM (FORM 8) The purpose of this form is to assure that the levee or floodwall is designed and/or constructed to provide protection from the 1% annual chance flood, in full compliance with 44 CFR Ch. 1, Section 65.10 of the NFIP regulations, before reflecting its effects on an NFIP map. A complete engineering analysis must be submitted in support of each section of this form. In addition, a vicinity map along with a complete set of flood profile sheets, plan sheets, and layout detail sheets must be submitted. These sheets must be numbered, and an index must be provided that clearly identifies those sheets specifically relating to the levee or floodwall in question. Reach to be Revised Indicate the extent of the levee/floodwall system. Levee/Floodwall System Elements Indicate all the levee/floodwall system elements that apply and provide engineering drawings certified by a registered professional engineer. Freeboard Riverine levees must provide a minimum freeboard of three feet above the 1% annual chance water-surface elevation. An additional one foot above the minimum is required within 100 feet in either side of structures(such as bridges)riverward of the levee or wherever the flow is constricted. An additional one-half foot above the minimum at the upstream end of the levee, tapering to not less than the minimum at the downstream end of the levee, is also required. If exceptions to the minimum freeboard requirements are requested, attach documentation addressing Subparagraph 65.10(b)(ii)if the NFIP regulations. Sediment Transport Consideration Provide any necessary information if there is evidence that sediment transport will affect the 1% annual chance water-surface elevations. Closures All openings must be provided with closure devices that are structural parts of the system during operation and design. Embankment Protection The embankment protection analysis must demonstrate that no appreciable erosion of the levee embankment can be expected during the 1%annual chance flood, as a result of either current or waves, and that anticipated erosion will not result in failure of the levee embankment or foundation directly or indirectly through reduction of the seepage path and subsequent instability. Factors to addressed include, but are not limited to: expected flow velocities; expected wind and wave action; ice loading; impact of debris; slope protection techniques; duration of flooding at various stages and velocities; embankment and foundation materials; levee alignment; bends; transitions; and levee side slopes. Attach engineering analysis to support the construction plans. Submit all backup information used in the analysis. 16 Embankment and Foundation Stability This analysis must evaluate expected seepage during loading conditions associated with the 1%annual chance flood and shall demonstrate that seepage into or through the levee foundation and embankment will not jeopardize embankment and foundation stability. An alternative analysis described in the USACE manual, "Design and Construction of Levees"(EM 1110-2-1913,Chapter 6, Section I1),may be used. The factors that must be addressed in the analysis include: depth of flooding,duration of flooding, embankment geometry and length of seepage path at critical locations,others design factors(such as drainage layers),and others design factors affecting embankment and foundation stability(such as berms). Submit all backup information used in the analysis. Floodwall and Foundation Stability See above embankment and foundation stability discussion. Settlement The settlement analysis must assess the potential and magnitude of future losses of freeboard and must demonstrate that the minimum freeboard requirements will be maintained. The analysis must address embankment loads, compressibility of embankment soils, compressibility of foundation soils, age of the levee system, and construction compaction methods. In addition, detailed settlement analysis using procedures such as those described in the USACE manual, "Soil Mechanics Design-Settlement Analysis" (EM 1100-2-1904) must be submitted. Submit all backup information used in the analysis. Interior Drainage In accordance with Subparagraph 65.10(b)(6) of the NFIP regulations, the interior drainage analysis must be based on the joint probability of interior and exterior flooding and the capacity of facilities for evacuating interior floodwaters. The analysis must identify the extent of the flooded area, and the water-surface elevation(s)of the 1% annual chance flood if the average depth is greater than one foot. This information is to show on a certified topographic workmap. All back-up information must be submitted. Other Design Criteria Address any other criteria that may be a problem and attach any supporting documentation. Operational Plan and Criteria For a levee system to be recognized by FEMA, the operational criteria must be as described in Subparagraph 65.10(c)of the NFIP regulations. 17 FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. Burden No. 3067-0148 LEVEE/FLOODWALL SYSTEM ANALYSES Expires April 30, 2001 PUBLIC BURDEN DISCLOSURE NOTICE Public reporting burden for this form is estimated to average 3.0 hours per response. The burden estimate includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and completing and reviewing the form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden to: Information Collections Management, Federal Emergency Management Agency,500 C Street, S.W.,Washington, DC 20472; and to the Office of Management and Budget, Paperwork Reduction Project(3067-0148),Washington, DC 20503. You are not required to respond to this collection of information unless a valid OMB Control Number is displayed in the upper right corner of this form. Community Name: Flooding Source: Project Name/Identifier: 1. REACH TO BE REVISED Describe the limits of the revision OR submit a copy of the FIRM with the revision area clearly highlighted. Copy of FIRM(s)attached depicting area of the revision(highlighted,or circled)? ❑ Yes Downstream Limit: Upstream Limit: 2. LEVEE/FLOODWALL SYSTEM ELEMENTS 1. This Levee/Floodwall analysis is based on: ❑ upgrading of an existing levee/floodwall system ❑ a newly constructed levee/floodwall system ❑ reanalysis of an existing levee/floodwall system 2. Levee elements and locations are: ❑ earthen embankment,dike, berm,etc. Station to ❑ structural floodwall Station to ❑ other(describe): Station to 3. Structural Type: ❑ monolithic cast-in place reinforced concrete ❑ reinforced concrete masonry block ❑ sheet piling ❑ other(describe): 4. Has this levee/floodwall system been certified by a Federal agency to provide protection against the 1%annual chance(100-year) Flood event? ❑ Yes ❑ No If Yes, by which agency? If Yes,complete only the interior drainage section on pages 7 and 8 of this form and the operation and Maintenance section of Revision Requestor and Community Official Form. PLEASE REFER TO THE INSTRUCTIONS FOR THE APPROPRIATE MAILING ADDRESS FEMA Form 81-89G Levee/Floodwall System Analyses Form MT-2 Form 8 Page 1 of 9 2. LEVEE/FLOODWALL SYSTEM ELEMENTS (Cont'd) 5. Attach certified drawings containing the following information(indicate drawing sheet numbers): a. Plan of the levee embankment and floodwall structures. Sheet Numbers b. A profile of the levee/floodwall system showing the 100-year water-surface(base flood)elevation, levee and/or wall crest and foundation, and closure locations for the total levee system. Sheet Numbers c. A profile of the base flood elevation, closure opening outlet and inlet invert elevations,type and size of opening,and kind of closure device. Sheet Numbers d. A layout detail for the embankment protection measures. Sheet Numbers e. Location, layout, and size and shape of the levee embankment features,foundation treatment,floodwall structure,closure structures, and pump stations. Sheet Numbers 3. FREEBOARD 1. The minimum freeboard provided above the base flood elevation is: Riverine 3.0 feet or more at the downstream end and throughout ❑ Yes ❑ No 3.5 feet or more at the upstream end ❑Yes ❑ No 4.0 feet immediately upstream of all structures and constrictions ❑Yes ❑ No Coastal 1.0 foot above the height of the one percent wave for the 100-year stillwater surge elevation or maximum wave runup(whichever is greater). ❑Yes ❑ No 2.0 feet above 100-year stillwater surge elevation ❑Yes ❑ No Please note,occasionally exceptions are made to the minimum freeboard requirement. If an exception is requested,attach documentation Addressing Part 65.10(b)(1)(ii)of the National Flood Insurance Program regulations. If No is answered to any of the above, please attach an explanation. 2. Is there an indication from historical records that ice jamming can effect the base flood elevation? ❑ Yes ❑ No If Yes,provide ice jam analysis profile and evidence that the minimum freeboard discussed above still exists. 3. Tabulate the elevations at critical locations(tabulate values at each levee crest grade change, and where sediment may accumulate such as along bends in the channel.) Station Location 100-year Water Levee Crest Freeboard(ft.) Surface Elevation Upper end Lower end (Extend table on an added sheet as needed and reference) FEMA Form 81-89G Levee/Floodwall System Analyses Form MT-2 Form 8 Page 2 of 9 4. SEDIMENT TRANSPORT CONSIDERATIONS If there is any indication from historical records that sediment transport (including scour and deposition) can affect the 100-year water-surface (base flood) elevations; and/or based on the stream geomorphology, vegetative cover, development of the watershed and bank conditions, there is a potential for debris and sediment transport (including sewer and deposition) to affect the base flood elevations, then provide the following information: ❑ Estimated sediment load ❑ Method used to estimate sediment transport ❑ Method used to estimate scour and/or deposition ❑ Method used to revise hydraulic or hydrologic analysis(model)to account for sediment transport 5. CLOSURES 1. Openings through the levee system: ❑ exist ❑ do not exist If openings exist, list all closures: Channel Station Left or Right Bank Opening Type Highest Elevation for Type of Closure Device Opening Invert (Extend table on an added sheet as needed and reference) Note: Geotechnical and geologic data In addition to the required detail analysis reports,data obtained during field and laboratory investigations and used in the design analysis for the following levee system features should be submitted in a tabulated summary form. (Reference U.S.Army Corps of Engineers EM-1110-2-1906 Form 2086). FEMA Form 81-89G Levee/Floodwall System Analyses Form MT-2 Form 8 Page 3 of 9 6. EMBANKMENT PROTECTION 1. The maximum levee slope landside is: 2. The maximum levee slope floodside is: 3. The range of 100-year(base)riverine flood velocities along the levee? (min.) to (max.) 4. Embankment material is protected by(describe the kind): 5. Riprap Design Parameters: (Include references) ❑ Velocity ❑ Tractive stress Reach Sideslope Flow Depth Velocity Curve or Stone Riprap Depth of Straight Toedown D,00 D5o Thickness Sta to Sta to Sta to Sta to Sta to Sta to (Extend table on an added sheet as needed and reference) 6. Is a bedding/filter analysis and design attached? ❑ Yes ❑ No 7. Describe the analysis used for other kinds of protection used(include copies of the design analysis): Note: Attach engineering analysis to support construction plans. FEMA Form 81-89G Levee/Floodwall System Analyses Form MT-2 Form 8 Page 4 of 9 7. EMBANKMENT AND FOUNDATION STABILITY 1. Identify locations and describe the basis for selection of critical location for analysis: ❑ Overall height: Sta , height ft. ❑ Limiting foundation soil strength: Sta depth to Strength 0= degrees,c= psf slope: SS= (h)to (v) (Repeat as needed on an added sheet for additional locations) 2. Specify the embankment stability analysis methodology used(e.g.,circular arc,sliding block, infinite slope,etc.): 3. Summary of stability analysis results: Case Loading Conditions Critical Safety Factor Criteria Min.) I End of construction 1.3 II Sudden drawdown 1.0 III Critical flood stage 1.4 IV Steady seepage at flood stage 1.4 VI Earth uake Case 1) 1.0 Reference: U.S.Army Corps of Engineers USACE EM-1110-2-1913 Table 6-1 4. Was a seepage analysis for the embankment performed? ❑ Yes ❑ No If Yes,describe methodology used: 5. Was a seepage analysis for the foundation performed: ❑ Yes ❑ No 6. Were uplift pressures at the embankment landside toe checked? ❑ Yes ❑ No 7. Were seepage exit gradients checked for piping potential? ❑ Yes ❑ No 8. The duration of 100-year(base)flood hydrograph against the embankment is hours. Note: Attach engineering analysis to support construction plans. FEMA Form 81-89G Levee/Floodwall System Analyses Form MT-2 Form 8 Page 5 of 9 8. FLOODWALL AND FOUNDATION STABILITY 1. Describe analysis submittal based on Code: ❑ UBC(1988) or ❑ Other(specify): 2. Stability analysis submitted provides for: ❑ Overturning ❑ Sliding; If not,explain: 3. Loading included in the analyses were: ❑ Lateral earth @ PA= psf; Pp= psf ❑ Surcharge-Slope @ , ❑ surface psf ❑ Wind @ PW= psf ❑ Seepage(Uplift); ❑ Earthquake @ Peq= %g ❑ 100-year significant wave height ft. ❑ 100-year significant wave period sec. 4. Summary of Stability Analysis Results: Factors of Safety. Itemize for each range in site layout dimension and loading condition limitation for each respective reach. Loading Condition Criteria Min Sta To Sta To Overturn Sliding Overturn Sliding Overturn Sliding Dead&Wind 1.5 1.5 Dead&Soil 1.5 1.5 Dead,Soil, Flood, &Impact 1.5 1.5 Dead, Soil, &Seismic 1.3 1.3 (Ref: FEMA 114 Sept 1986; USACE EM 1110-2-2502) (Note: Extend table on an added sheet as needed and reference) 5. Foundation bearing strength for each soil type: Bearing Pressure Sustained Load( s Short Term Load( so Computed design maximum Maximum allowable 6. Foundation scour protection❑ is, ❑ is not provided. Describe if provided: Note: Attach engineering analysis to support construction plans. FEMA Form 81-89G Levee/Floodwall System Analyses Form MT-2 Form 8 Page 6 of 9 9. SETTLEMENT 1. Has anticipated potential settlement been determined and incorporated into the specified construction elevations to maintain the established freeboard margin? ❑ Yes ❑ No 2. The computed range of settlement is ft.to ft. 3. Settlement of the levee crest is determined to be primarily from: ❑ Foundation consolidation ❑ Embankment compression ❑ Other(describe): 4. Differential settlement of floodwalls ❑ has ❑ has not been accommodated in the structural design and construction. Note: Attach engineering analysis to support construction plans. 10. INTERIOR DRAINAGE 1. Specify size of each interior watershed Draining to pressure conduit: Draining to ponding area: 2. Relationships Established Ponding elevation vs.storage ❑ Yes ❑ No Ponding elevation vs.gravity flow ❑ Yes ❑ No Differential head vs.gravity flow ❑ Yes ❑ No 3. The river flow duration curve is enclosed ❑ Yes ❑ No 4. Specify the discharge capacity of the head pressure conduit: 5. Which Flooding Conditions Were Analyzed? • Gravity flow(Interior Watershed) ❑ Yes ❑ No • Common storm(River Watershed) ❑ Yes ❑ No • Historical ponding probability ❑ Yes ❑ No • Coastal wave overtopping ❑ Yes ❑ No If No,explain why not: 6. Interior drainage has been analyzed based on joint probability of interior and exterior flooding and the capacities of pumping and outlet facilities to provide the established level of flood protection. ❑ Yes ❑ No If No,explain why not: 7. The rate of seepage through the levee system for the 100-year(base)flood is cfs FEMA Form 81-89G Levee/Floodwall System Analyses Form MT-2 Form 8 Page 7 of 9 10. INTERIOR DRAINAGE (Cont'd) 8. The length of levee system used to drive this seepage rate in item 7: ft. 9. Will a pumping plant(s)be used for interior drainage? ❑ Yes ❑ No If Yes,include the number of pumping plants: For each pumping plant, list: Plant#1 Plant#2 The number of pumps The ponding storage capacity The maximum pumping rate The maximum pumping head The pumping starting elevation The pumping stopping elevation Is the discharge facility protected? Is there a flood warning plan? How much time is available between warning and floodin ? Will the operations be automatic? ❑Yes ❑ No If the pumps are electric, are there backup power sources? ❑ Yes ❑ No (Reference: U.S.Army Corps of Engineers EM-1110-2-3101, 3102, 3103, 3104, and 3105) Note: Include a copy of supporting documentation of data and analysis. Provide a map showing the flooded area and maximum ponding elevations for all interior watersheds that result in flooding. 11. OTHER DESIGN CRITERIA 1. The following items have been addressed as stated: Liquefaction ❑ is ❑ is not a problem Hydrocompaction ❑ is ❑ is not a problem Heave differential movement due to soils of high shrink/swell ❑ is ❑ is not a problem 2. For each of these problems,state the basic facts and corrective action taken: 3. If the levee/floodwall is new or enlarged,will the structure adversely impact flood levels and/or flow velocities floodside of the structure? ❑ Yes ❑ No Note: Attach supporting documentation FEMA Form 81-89G Levee/Floodwall System Analyses Form MT-2 Form 8 Page 8 of 9 12. OPERATIONAL PLAN AND CRITERIA 1. Are the planned/installed works in full compliance with NFIP regulations, Section 44 CFR Ch. 1 1.65.10 ❑ Yes ❑ No 2. Does the operation plan incorporate all the provisions for closure devices as required in Section 65.10(c)(1),of the NFIP regulations? ❑ Yes ❑ No 3. Does the operation plan incorporate all the provisions for interior drainage as required in Section 65.10(c)(2),of the NFIP regulations? ❑ Yes ❑ No If the answer is No to any of the above,please explain below. FEMA Form 81-89G Levee/Floodwall System Analyses Form MT-2 Form 8 Page 9 of 9 CEDAR RIVER FLOOD CONTROL STRUCTURE Field Notes and Associated Computations from 12/20/00 Actual Actual Maximum Placement Water Water Actual Water Actual Crest Location Structure U/S D/S Depth at Depth at Depth at any Elevation in ft along River Number Connection Connection U/S End D/S End location NGVD Upstream 1 none to#2 2-ft 4-ft 4-ft 85 2 to#1 none 2-ft 3-ft 3-ft 83 3 none to#4 3-ft 2.75-ft 3-ft 83 4 to#3 to#5 2.75-ft 2.75-ft 2.75-ft 83 5 to#4 to#6 2.75 1.5-ft 4-ft 83 Downstream 6 to#5 none 1.5-ft 0-ft 1.5-ft 83 Maximum Maximum rIA\ Maximum Potential Maximum Potential Maximum f"^oko8 Placement Actual Crest Allowable Water Potential Crest Allowable 9,4 Location Structure Elevation in Elevation in Depth at Depth at Elevation in ft Elevation in ft e- along River Number ftNGVO ft_NGVO U/S End D/S End NGVD NGVD _ Upstream 1 85 84 2-ft 4-4t 85 84 8 1 2 83 82 3-ft 4-ft 84 83 1 1 3 83 82 4-ft 3.75-ft 84 83 4 83 82 4-ft 4-ft 84.25 1 83.25 5 83 82 2.75-ft 1.5-ft 83 82 Downstream 6 83 82 1.5-ft 0-ft 83 82 D �J Notes- 1. No leaks identified in field, as string across strucures still in contact with crest. 2.Actual crest elevation of Structure Nos. 1, 5 and 6 are at capacity. 3.Water surface elevation of Structure No. 6 is the control, as this structure covers the lowest ground elevation. Post-it'Fax Note 7671 Date #of 0, pages To Ai/ tae From G 3 r Sc�:m t Co./Dept. Co. Phone# Phone# Fax# -707 •7(,6 Z 11` Fax# r /arcAQUADAM 00*98� ram. 0 ......Water tructures Wahl Codrioh4ng Water'" P.O. Box 206 Carlotta, CA 95528 707-768-3439 800-693-5055 FAX#707-768-2116 www.waterstructures.com Date: November 13, 2000 From: Sage To: Gary Schimek Company: City of Renton Phone: (425) 430-7205 Fax: (425) 430-7241 You should receive 2 page(s), including this document. Subject: Price List Comments: + f �o0 /ta> ��� lDaa sh pp;�►yISaa 3Pr TOO fj 9TT999L LOL XVA MTT KOW 00/£T/TT WATER STRUCTURES Standard Price Guide �� Available in 50, 100 and 200-foot lengths. 33 41%QL�� Custom sized units available upon request. Rentals are also avaiable upon request To Order your WATER STRUCTURE please contact us at 1-800-682-9283 or email us at info6twaterstuctures.com Water StructureAD can be rented, installed and removed for you! �n1 ' Maxim m Approx.Dimemsions Water in Height& Width Cost Per Cost Per Heights Depth (Fully Mated) 50 Ft. 100 Ft.' 1' 9" 1'II X 2`W $312.50 $625.00 IS 14" 1.57i X 3'W $500.00 $1000.00 2' 18" 2 X 4'V�l $750.00 $1500.00 V'd>" V L"�00 'H 3' 28" 311 X 7'W $1200.00 . $2400.00 16 OM Z30iCtD 4' 36" 4ri X 10'W $1950.00 $3900.00 IM;dam 6' 54" 6'H X 1TW $3400.00 1$6800.00 3 8' 7:In874 X 22'W $4900.00 $9900.00 Custom sues listed.below, please allow an additional 2 to 6 weeks. Maximum Approx.Dimeasioas Cost Cost water in Height dt Width Per Per Heights Depth (Fully Iti ted) 50 Ft. 100 Ft. 10' 84" 10'H X 25V $8000 $16000 12' JI 96" 12U X 30V $11250 $22300 14' 120" 1411 X 38V $13750 $27500 LKIF 144" 18H X 45V $17500 $35000 Aqua Dams/WSU 0 2 11 0(V -k 6 CO) 4FF PO Box 206 Carlotta, CA 95528 W /" J.i s C u n t (707) 768-3439 Z001pj 9TTZ89L LOL XV3 £4:TT SOW 00/ET/TT b.MINIMUM DESIGN STANDARDS FOR RESIDENTIAL ACCESS STREETS: RIGHT-OF-WAY WIDTH PAVEMENT SIDEWALKS OTHER 50' 32'paved Parking both sides 6'sidewalk adjacent to curb both sides Combined public detention Street lighting c.MINIMUM DESIGN STANDARDS FOR COLLECTOR STREETS: RIGHT-OF-WAY WIDTH PAVEMENT SIDEWALKS OTHER 60' 36' paved Parking both sides 5'sidewalks and 5'planting strip on both sides Combined public detention Street lighting d.MINIMUM DESIGN STANDARDS FOR COMMERCIAL ACCESS STREETS: RIGHT-OF-WAY WIDTH PAVEMENT SIDEWALKS OTHER 60' 40'paved 5'sidewalks on the property line Combined public detention Street lighting e.MINIMUM DESIGN STANDARDS FOR INDUSTRIAL ACCESS STREETS: RIGHT-OF-WAY WIDTH PAVEMENT WIDTH SIDEWALKS OTHER 66' 44'paved 5'sidewalks and 5'planting strip on both sides Combined public detention Street lighting t Page 1 of 1 Floodwalls and Levees Floodwalls, two feet above ground level $ 77 per linear foot Floodwalls, four feet above ground level $113 per linear foot Floodwalls, six feet above ground level $160 per linear foot Levees, two feet above ground level $ 34 per linear foot Levees, four feet above ground level $ 63 per linear foot Levees, six feet above ground level $105 per linear foot Levee costs include landscaping. Additional costs that may need to be estimated for both floodwalls and levees are as follows: Interior Drainage $3,800 lump sum Closures $ 66 per square foot Riprap $ 28 per cubic foot Sidewalk $ 9 per linear foot Driveway (Asphalt) $ 6 per square yard Driveway (Concrete) $ 16 per square yard http://www.usace.army.mil/inet/functions/cw/cecwp/fphow/ace8-09.htm 11/13/2000 n D m N O O m G) vo 0 0 0 O � y � r � O co 0 O O r -n O c m m ,tea m .a0 z O O0 z c� r H10bL E � z Hn C) _ Dm r to m D • D C) C) E3C � r dr z Q y < N r m cu CITY OF RENTON DATE:JULY 2001 o m KING COUNTY WASHINGTON SCALE: 1:200 S MAPLEWOOD GOLF COURSE DRAWN: B.S.P. '1 1 REGRADE ray 8z osboxmx4e' v Lw- CHECKED: C❑NSULTING ENGINEERS 701 DEXTER AVENUE NORTH SUITE 200 No. REVISION DATE APPD APPROVED: SEATTLE, WASHINGTON 98109 (206) 284-0860 , - s x k y k y55yy •:. ( I; y /...y. r. ,.1 ., ' •� ✓ 'ham" • •M us a >. ;. , ., r t� • + V, Finn , ro R ' k UGEM -MCHAWCAL t CENTR n *�•'#:,'4fh' , :t;H:w,�, !',11.Y+' '<+K'! },,R'1 w.ti' � :� .:A ,uaa. ."' a'> :: r { fE+;t:.r yi.[• _ L -CENTRAL .., ' ''` ��� �.� F '� :.: i.� . ,',:�� '. i5`:i,+�R,�t C, t�i(.f ttL�,(!. ++�,��` -,i�.0 'I .�s 's,'',•b a�L'/iI'4 =`r.. rai. . ice .. _ •�•'�' r n O RAINBIRD EAGLE 700-E (#16 ) ELECTRIC VALVE-IN-HEAD FULL CIRCLE ROTOR SPRINKLER t #lq FAIR�}�AY `- , 80 PSI, 20.8 GPM, 140' DIAMETER t REFER TO OWNER AS-BUILT FOR _a RAINBIRD EAGLE 750-E (#16) ELECTRIC VALVE-IN-HEAD ADJ. PART CIRCLE SPRINKLER u 80 PSI, 20.8 GPM,66' RADIUS EXISTING IRRIGATION SYSTEM PRIOR TO CONSTRUCTION. EXISTING SPRINKLER ' • NEW QUICK COUPLING VALVE W-) - INSTALL 1'-0" FROM ADJACENT SPRT'ti;iI,ER HEAD k L..// I�, • OWNER TO APPROVE ALL LOCAT`1)NS « - MANUAL LATERAL ISOLATION VALVE (2") t I - . `�-''� / 6" ` MAINLINE ATE VALVE IZE INDICATED) EXISTING MAINLINE GATE VALVE (SIZE INDICATED) 6" 4VIP CLASS 200 PVC LATERAL PIPE (2" UNLESS OTHERWISE NOTED) EX�ST• 6"GV � DENOTES EXISTING "EXIST.�'4"GV ' 12 STATION SATELLITE " NEW 6 CAP, ;•.' r-- ' -- CLASS 200 PVC MAINLINE PIPE (SIZE INDICATED) C BLOCKED v ` 2-1 EXISTING CLASS 200 PVC MAINLINE PIPE (SIZE INDICATED) CAP OR PLUG THRUST BLOCKED k 19-1. , 19'1'3; 12-1 RAINBIRD PAR 24-SS SATELLITE CONTROLLER (24 STATION CAPPC?TY) - , Fx/ -- �„' 17-1.5bL 1, f ....� " t ) TY7 °. 17-1 17-2 RAINBIRD PAR 16-SS SATELLITE CONTROLLER (16 STATION CAkPACZ 1 M 19-1 a ST 6« � •:1 ' ` 1�' EXIST. 4 G.V. f # ' '' « w o- ENTRAL EXISTING RAINBIRD MAXI CENTRAL COMPUTER CONTROLLER EXIST. 4- G.V •, �r ✓.c ' ay,r (2)EXIST. 6"GV / 1 ' O 12-1-9 O VALVE-IN-HEAD ROTOR SPRINKLE ON SAME STATION' 19-1-61 \ 17_1_9 SPRINKLERS E CONTROLLER S A ON *: ,. 4 rr 10 17-1 ...;."` "� ` 1 -� 12-2-1 I , Q G X'%'�'�•: " `►-,., •'/k - 19-1-7; \ _ AIRNACUUM RELEASE VALVE ,'' �^� • / 17 1-7 12-2-4 '< � /� / i `� j , _' r `n Yl d� l—. 1 1 ✓ -.u.r-":^•,A w� S, � 1 Crw.r,l. ,'�'. 12-2-2 6" / t WETLAND NEW " / .2 +0 , t 4 ., CM'SEATT�,E «... YJ ' A.a (� w, «.. - $ d . ! - -Y 4 .yP'P 'Yy TW CAP 1 a LOC p o�' / x _.. , �.. Y_E BOUNDARY 2-2- : _ �- � a,r'" �� ;.• -. ... >• ,,;,1 1 $A ,) 1 g _ ` .. ,,., � 1 2-7 , .:., ,.. ,,• �.. 'dam` � � «�'. '�. •► �y. w • '( EXIST 4 V� � � � 17-1-1 q �1 6 �2 2 5 ) t �• �. F � � 'Kl � �, �`�. ` / r• ,'..w.w ...� _ ,w F•' ,,..-.. a 1 I � EXtS g"XS EXIST. 8-GV C"GIVI ,%s i- , + - I 1 `.-� �' 12-2_ ' `'' -•o ♦ 1?\ ��, t ` , 1 X f �^n / �'---'— �y$-11 i '� It '�'' / ` 1 tr _ raw.,!• � a ' �•. � r•�_ `'` , � [/ E , y►�' � //��\ <1 .. • I� \ « " fy V , \ \ r i ' . • , 3 124d13 I _r �. x 7f $ IST. 6 GV ,�• © 12- t 1 j . ` ..,,/ ,:W• ,."` s J ' 9'1-1p� e -1 « " / / I " -Ma lewood I— t, 19-1-11 19-1 '�, • � t� :1',1 INS �" 2-2-8 `' t j ' wrrw a s "f«� « Golf Cause -�. / 9- EXIST. 8" CAP R �� 7 , .. EIIAOVE 4v 1 PONNECT TO t�� ,_ -_..�► -2-9 +1 6 6" 12-2-11 1 1 .- .,' `_:• ..., '• j '\ C.. i•,0�� 4 � � 1w.. ,. era-• .iw ty `• ^•I 1 / O� I / ci y ww.I�ra r-ct ►,r u >+ .> "d •/ . i / a ' ;IV ,Z 't j ``� ! \ �\ �` c ; ;i �.� � / w.''y i xr+rryuniAnc \..... N 1 / \ Y / \ 1 a \ " o' .! 1 ,ww►y, '+yr"y NAIWNAL -. 4 �� .r„tsI / + VICINI ,y ® R / 1 SEE NOTE 7 1a2-5 I L :` � � I M +.C,'HANTf'AT, NOT�'S. , - Yeti 0 . �-2'Z " © O � 1. EXISTING IRRIGATION SYSTEM AT 012 AND #17 FAIRWAYS IS A MANUALLY OPERATED QUICK / COUPLING VALVE SYSTEM WITH GALVANIZED: PIPING HYDRAULICALLY SERVED FROM A 30HP 6 , • �1 '�\ 7-2-6 12-1-2U ��; p p © WELL PUMP (WEST OF DRIVING RANGE). OWNER SHALL CUT AND i O ,41'? r .#1 \ / FAT'-R- �., .,n=..� TO - - CAP SERVICE T. A?4>� _.? ,, O 0 ___...:.a 3 . iiiVll t v �v�'''a:;;u :r iG:v, Cliff\AIiAUTOR 6HALL E NSU:,tE REMAINDER,O� EXISTING €+ 17-2-7 \ 40 "� A,,--my �' G r d.t f IRRIGATION SYSTEM REMAINS OPERATIONAL• W " G. NEW G.V. cy �I ,. J _15 4 '& g" CUT-! Q © U U 4 " '` t 7-2 17.2-8` 17. Y N © � EXISTING IRRIGATION SYSTEM SERVING EAST SIDE OF CEDAR RIVER AND #10, #11 AN!, #18`FAIRWAYS IS AN AUTOMATIC CENTRAL COMPUTER CONTROLLED SYSTEM OWNER SHALL DESIGNATE LOCATION OF TWO(2) \ / ,-%. ��--7L_, 12-�1�, E S EM SERVED I: Ab 900 CrPM• ' MAINLINE DRAIN VALVES �' TURBINE PUMP STATION. COMPUTER CENTRAL IS LOCATED IN SUPERINTENDirN7S OFFICE 17-. :� 12-1;1 6« % { AND SUMPS / 2 . BUILDING. NEW IRRIGATION SYSTEM ON #12 & #17 FAIRWAYS AND'DRjVING RA.NGF, SHALL BE HYDRAULICALLY SERVED FROM THE EXISTING TURBINE PUMP SYSTEM' NEW 17-2.10 �17-2-1 CONTROLLER POWER SERVICE FOR FAIRWAYS #12, #17 AND DRIVING.FWE SMALL BE PROVID,12-1-17 FROM EXISTING MAINTENANCE BUILDING (SEE ELECTRICAL PLAN'), A 17.2a12 1 2- OWNER SHALL CUT AND CAP Q 11 2. CONTRACTOR SHALL VERIFY IN FIELD LOCATION OF ANY UNDERGROUND UTILITIES (DRAIN EXISTING GALVANIZED PIPING LINES,SELECTRICAL, DOMESTIC WATER, GAS, ETC.) PRIOR TO CONSTRUCTION, COORJANATE IN DRIVING RANGE AREA PRIOR 0 2-'�•�10 x LOCATION OF ALL NEW UNDERGROUND UTILITIES (BY OTHERS). OWNER SHALL M. .RK EXISTIN(; A TO CONSTRUCTION. .6 SIGNAL WIRING AND GALVANIZED IRRIGATION SYSTEM PIPING KNOWN PRIOR TO CONSTRUCTION. � n 12� 2-1� 2-1_g � ' (2)EXIST. 6 GV AQ► 3. ALL QUICK COUPLING VALVE LOCATIONS SHALL BE APPROVED BY OWNER PRIOR TO 2-1- Q APPROXIMATE LOCATION OF EXISTING 121 INSTALLATION. G / 4. NEW MAINLINE PIPING LOCATIONS SHOWN ON PLANS ARE SCHEMATIC ONLY. ' IRRIGATION SYSTEM GALVANIZED PIPING. � 6 // ENGINEER TO APPROVE LOCATION OF ALL NEW IRRIGATION MAIN r- OWNER SHALL VERIFY LOCATION PRIOR _ TO CONSTRUCTION. 12 6� . LINES PRIOR TO 12-1-4 -� a INSTALLATION. 12_1_5 / 5. SEE SPECIFICATIONS FOR CART PATH CROSSINGS. - 5 6. OWN SHALL SALVAGE ALL EXISTING I G VALVES ON #12,AND #17 FAIRWAYS PRIOR O CONSTRUCTION. LQUICK COUPLING "' bL !�M C�pA _jLIITY. 7. MAINLINE STUBS ARE PROVIDED NEAR #12 GREEN, #17 TEE AND DRIVING RANGE FOR FUTURE ' SYSTENT IS DESIGN' TO PROVIDE 1.0" PRECIPITATION PER SEVEN DAY WEEK IN 8 HOURS CLUBHOUSE LANDSCAPE IRRIGATION. TIME AT 900 GPM ' 'HARGE FOR FAIRWAYS AND FUTURE PARK AREA EAST OF CEDAR RIVER, FAIRWAYS #10, #1' ? #17, #18 AND DRIVING'RANGE SHALL BE SERVED ONLY TEMPORARILY 8. EXISTING SOIL CONDITIONS IN SOME LOCATIONS OF THE GOLF COURSE MAY INCLUDE FROM THIS SAME ) IING SOURCE. FULL CIRCLE ROTOR SPRINKLERS ARE SPACED AT ROCK AMID/OR COMPACTED (DIFFICULT TO TRENCH) SOILS. REFER TO UNIT BID PRICE ITEM APPROXIMATELY 65, 'iNGULAR OR 60' SQUARE. EACH SPRINKLER TO HAVE APPROX. 20 #1 & #2 AND SEE SPEC FOR PIPE SAND BEDDING REQUIREMENTS. MINU.'ES TOTAL IRk.�<�PION TIME PER NIGHT DURING THE WARMEST AND DRY PART OF ' THE SEASON. ty r N fI , / f - � I ���• hr� 4a r, �; i x.i P L ,# y}I � - 'r , �, 1 W 65.0 feet 65.0 feet Crop wi� •�in �``"`.'� a �`n '' r''�' 4 �''Y k�' � O k _ MAPLEWOOD GOLF COU ��E DESIGN: CHK,SGK I 16 �Kcrh n A cia tes �, f W,�H, s OO i � ti �0 DWN: DJK,RO A, , feet FAIRWAYS 12 & 17 AND DRIVING RANGE I R x ' I s5,o eet �,q CONSULTING CIVIL / IRRIGATION / DRAINAGE ENGINEERS I 4 APPD: CHK . ISLAND OFFICE PLAZA - SUITES 201 /202 'PLAN t. ; ` MECHANICAL IRRIGATION - 2T3r rnn Ave. S.E. ? � � ��� �1LE: 1"-100' TYPICAL 700-E SI' INK ER NORTH � MERCER!BLAND, 0 }? _ __ WA 9804rONAt, SPACING i "" . ANTE: NO SCALE) R':,, t. �. fax: 206 �-6960 s�17�s4 p.o. box 493 ,,, .,,,,,.,r„ , , ,,.• ...� e� mom ( , '„ . .. . • � phone. (206)932-62 ) - ._ _...