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Home My WebLink AboutSWP272208 j Short Plat (SHPL# ) h n s� REQUEST FOR PROJECT# Prelim.Plat (PP# ) P,aje,Ck To: Technical Services Date 6 SO/S Green# From: Plan Review/Project Manager M/ /sr_ -P/ ci, Project Name pleat A✓F <f ,t^j L/A/L� fp-C-VIAQ� (70 chatacimmax) Description of Project: P� ! G X i r/i e�n . ��7L7- 12 r� Circle Size of Waterline: 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: or Extension Re o&..e. Address or Street Name(s) AA a F Dvlpr/Contractor/Owner/Cnslt:: (70 characters max) Check each discipline involved in Project Ltr Drwg #of sheets per discipline Cl Trans-Storm ❑ ❑ (Roadway/Dminage) (off site impmvementsXinclude basin name) (include TESC sheets) ❑ Transportation (Signalization,Chmnelization,Lighting) ❑ ❑ ❑ Wastewater ❑ ❑ Sanitary Sewer Main(include win name) ❑ Water (Mains,Vaiv ts) ❑ ❑ set P.c . (Include composite&Horizontal Ctrl sleets) Suface Water 7t t/P - G s R` r'J{ CIImprovements (CIP ONLY) clu asin name) TS Use Only l Approved by TSM Date: ESTIMATE 12 5 JULY 95 r TO: FINANCE DIRECTOR FROM: PUBLIC WORKS DIRECTOR CONTRACTOR: Scoccolo Construction, Inc. CONTRACT NO: EDA 07-01-03375 CAG 94-029 PROJECT: North Renton Industrial Access Phase Two ESTIMATE NO. 12 Park Avenue North Improvements 1. CONTRACTOR EARNINGS THIS ESTIMATE $62,860.52 ✓ 2. SALES TAX @ 8,20% (Scheduals C & DI $0.00 j 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $62,860.52 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $2,376,141 .93 5. EARNINGS DUE CONTRACTOR THIS ESTIMATE ' $59,717.49 6. SUBTOTAL - CONTRACTOR PAYMENTS $2,935,859.42 7. RETAINAGE ON PREVIOUS EARNINGS $300,501.26 8. RETAINAGE ON EARNINGS THIS ESTIMATE " $3,143.03 9. SUBTOTAL - RETAINAGE $303,644.29 10. SALES TAX PREVIOUSLY PAID $55,053.57 11. SALES TAX DUE THIS ESTIMATE (Scheduals C & DI $0.00 / 12. SUBTOTAL - SALES TAX $55,053.57 ' (95% x LINE 1) y/ " (RETAINAGE: 5%) GRAND TOTAL: $3,294,557.28 h ,� FINANCE DEPARTMENT ACTION: SCHEDULE A PAYMENT TO CONTRACTOR (From line 5): ACCOUNT 317/008/16.595.30.67.00[2510015460 $6,245.06 317/008/16.595.40.67.00[2510015460 $190.00 317/008/16.595.60.57.00[2510015460 $2,042.50 317/008/16.595.61.67.00[2510015460 $0.00 $8,477.56 RETAINED AMOUNT (From line 8): ACCOUNT 317/008/16.595.30.67.00[2510015460 $328.69 ' 317/008/16.595.40.67.00[2510015460 $10.00 3 1 7/00811 6.595.60.67.00[2510015460 $107.50 317/008/16.595.61.67.00(2510015460 $0.00 $446.19 SCHEDULE B PAYMENT TO CONTRACTOR (From line 5): ACCOUNT 317/008/16.595.30.67.00(2522215470 $16,715.25 317/008/16.595.40.67.00[2522215470 $6,887.50 317/008/16.595.60.67.00[2522215470 $27,637.18 317/008/16.595.61.67.00[2522215470 $0.00 $51,239.93 RETAINED AMOUNT ]From line 8): ACCOUNT 317/008/16.595.30.67.00[2522215470 $879.75 317/008/16.595.40.67.00[2522215470 $362.50 317/008/15.595.60.67.00(2522215470 $1,454.59 317/008/16.595.61.67.00[2522215470 $0.00 $2,696.84 SCHEDULE C PAYMENT TO CONTRACTOR ]From lines 5 and 11): ACCOUNT 421/500/18.596.34.55.55245/55245/5460 $0.00 317/008/16.595.30.67.00[2522315460 $0.00 $0.00 RETAINED AMOUNT (From line 8): ACCOUNT 421/500/18.596.34.65.55245/55245/5460 $0.00 317/008/16.595.30.67.00(2522315460 $0.00 $0.00 SCHEDULE D PAYMENT TO CONTRACTOR (From lines 5 and 11): ACCOUNT 421/600/18.596.38.65.65015[65.1515460 $0.00 $0.00 RETAINED AMOUNT (From line 8): ACCOUNT 421/600/18.596.38.65.65015[65.1515460 $0.00 $0.00 THIS ESTIMATE Total Paid to Contractor: 59,717.49 Total Retainage: 3,143.03 Total: 62,860.52 /t 9G • • q 1. CHARTER 116, LAWS OF 1965 CITY OF RENTON CERTIFICATION I, THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF PERJURY, THAT THE MATERIALS HAVE BEEN FURNISHED, THE SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBED HEREIN, AND THAT THE CLAIM IS A JUST, DUE AND UNPAID OBLIGATION AGAINST THE CITY OF RENTON, AND THAT CI�AM AUTHORISED TO AUTHENTICATE AND CERTIFY TO SAID CLAIM SIGNED: PARK AVENUE NORTH IMPROVEMENTS NORTH RENTON INDUSTRIAL ACCESS PHASE TWO EDA 07-01-03375 CAG 94-029 A PLAN EST.#12 TO DATE BID EST#12 :TIQ DATE BID ITEM R QUANT-P QUANT-12 QUANT-TD UNITS ITEM UNITPRICE COST-12 OST-TD 7COST-0 SCHEDI II.E A (TIB & City only) 001. 30 1 1 LS MOBILIZATION $30 000.00 $30 000.00 $30,000.00 002, 30 1 0.98 LS CONTRACTOR SURVEYING $15000.00 $14,700.00 $15,000.00 003. 30 1 1 LS TEMPORARY WATER POLLUTION/EROSION CONTROL $3 000.00 $3 OOO.00 $3 OOO.OD 004. 60 1 0.98 LS TRAFFIC CONTROL $60,000.00 $58,800.00 $60,000.00 00 30 1 1 LS CLEARING AND GRUBBING $17 000.00 $17 000.00 $17 000.00 D06.6. 30 1 1 LS REMOVAL OF STRUCTURES AND OBSTRUCTIONS $11,000,00 $11 DDO.OD $11,000.00 23• 007. 30 0 SY REMOVE UNSATISFACTORY ASPHALT CONCRETE PAVEM $10.00 $2 300.00 008. 30 1130 5476 LF SAWCUTTING PAVEMENT $4.25 $23,273.00 $4,802.50 009. 30 100 134.3 TON COLD MIX $10.00 $1343.00 $1000.00 Ot D. 40 4 2 6 EA ADJUST EXISTING VALVE BOX $100.00 $200.00 $600.00 $400.00 011. 30 1490 1770.E CY ROADWAY EXCAVATION INCLUDING HAUL $18.50 $32 756.10 $27 565.00 012. 30 160 TON GRAVEL BORROW INCLUDING HAUL $18.50 $2,960.00 613. 30 83 LF TRENCH AND BACKFILL 1'WIDE x 2'DEEP,CRUSHED ROC $12,00 $996.00 014. 30 64 535 LF TRENCH AND BACKFILL 2'WIDE x q'DEEP,CRUSHED ROC $23.50 $12,572.50 $1,504.00 015. 30 88 45 LF TRENCH AND 13ACKFILL 2'WIDE x q'DEEP,ASPHALT RES $24.50 $1,1 D2.5D $2,156.00 016. 30 88 120 LF TRENCH AND BACKFILL T WIDE x q'DEEP,CONCRETE R $25,00 $3,000.00 $2,200.00 017, 30 70 TON CRUSHED SURFACING TOP COURSE $15,00 $1050.00 018. 30 490 911.84 TON CRUSHED SURFACING BASE COURSE $12.00 $10,942.08 $5,880.00 019. 30 2160 1909.5 TON ASPHALT CONCRETE PAVEMENTCLASSB $30.00 $57285.00 $64,800.00 020. 30 160 1 D66.73 TON ASPHALT CONCRETE PAVEMENT CLASS E $50.00 $53.336.50 $8 000.00 021. 30 170 1 420.5 TON INCIDENTAL ASPHALT CONCRETE PAVEMENT CLASSB $50.00 $50.00 $21,025.00 $8 500.00 022. 30 8900 8775.3 SY PLANING BITUMINOUS PAVEMENT $2.50 $21 938.25 $22 250.00 023. 30 4960 4779 4779 SY PAVING FABRIC $1.25 $5 973.75 $5,973.75 $6 200,00 • 024. 61 260 26D SY CEMENT CONCRETE DRIVEWAY,61NCH $19.00 $4 940.00 $4,940.00 025• 61 450 450 SY CEMENT CONCRETE DRIVEWAY,101NCH $28.00 $$4 940.00 $$4 940.00 026. 30 30 137.5 CY INCIDENTAL CEMENT CONCRETE CLASS3000 $100.00 $13750.00 $3000.00 027. 40 13 10 EA ADJUST CATCH BASIN $275.00 $2 750.00 $3 575.00 028. 40 5 5 EA ADJUST MANHOLE $300.00 $1500.00 $1500.00 029. 30 59 2 56 EA PSIPE-FRAXINUS OXYCARPA'RAYWOOD'IRAYWOOD A $225.00 $450.00 $12 600.00 $13 275.00 030. 30 59 2 56 EA TREE WELL $100.00 $200.00 $5 600.00 $5,900.00 031. 30 1 1 LS IRRIGATION SYSTEM COMPLETE $20 100.00 $$5 000.00 $$5 900.00 032. 40 1830 1830 LF CEMENT CONCRETE CURB AND GUTTER-5"HEIGHT $6.50 $11 895.00 $11 895.00 033. 40 1870 1870 LF CEMENT CONCRETE CURB AND GUTTER-6'HEIGHT $6.50 $12155.00 $12155.00 034. 60 17100 2000 LF TEMPORARY PAVEMENT MARKING $0.1 D $200.00 $1 710.00 035. 60 1600 1600 EA RAISED PAVEMENT MARKER TYPE 1 $1.50 $2 400.00 1 $2 400.00 036• 60 200 200 EA RAISED PAVEMENT MARKER TYPE lid $2.50 $5DO,OO $500.00 037. 60 5 5 EA HYDRANT MARKER $7.00 $35.00 $35.00 038. 3D 2 1 3 EA ADJUST MONUMENT CASE AND COVER $200.00 $200,00 $600.DD 1 %400.00 Page i PARK AVENUE NORTH IMPROVEMENTS NORTH RENTON INDUSTRIAL ACCESS PHASE TWO EDA 07-01-03375 CAG 94-029 W2290 N EST.#12 TO DATE BID 7EST# 7COST-TD O DATE BID T-P QUANT-12 QUANT-TD UNITS ITEM UNIT PRICE 2 COST-8 0 2290 S CEMENT CONCRETE SIDEWALK 1400 3 060.00 D60.00 10 EA CURB RAMP $100.00 $1,000.00 $1200.00 1 LS ILlUh11NATION SYSTEM COMPLETE $34,000.00 $34000.00 $34000.00 EA $0.00 $0.00 . 1 1 LS TRAFFIC SIGNAL SYSTEM COMPLETE-N 1ST ST AT BRON $7,300.00 $] 300.00 $] 300.00 044. 60 1 1 LS TRAFFIC SIGNAL SYSTEM COMPLETE.N 3RD ST AT BRO $7,500.00 $7 500.00 $7 500.00 • 045. 60 22 4 16 EA GFT x 6-FT INDUCTION LOOP DETECTOR $500.00 $2 000.00 $8,000.00 $11 000.00 046. 60 245 100 LF 1-112"SCHEDULE 40 CONDUIT,PVC $2. 00 $260.00 $637,00 047• 60 10 130 LF 2"SCHEDULE 40 CONDUIT,PVC $ZO,OO $2 600.00 $200.00 048. 60 10 LF 3"SCHEDULE 40 CONDUIT,PVC $20.00 $200.00 049• 60 58 LF 1-1/2"SCHEDULE 80 CONDUIT,PVC $5.00 $Z9D.00 050. 60 56 161 LF 2"SCHEDULE 80 CONDUIT.PVC $5.00 $805.00 $280.00 051. 60 55 551 LF 2-1/2"SCHEDULE 80 CONDUIT,PVC $5.00 $755.00 $275.00 052. 60 420 465 LF TRENCH AND BACKFILL $10.00 $4 650.00 $4 200.00 053. 60 7 4 EA JUNCTION BOX,TYPE 1 $175.00 $700.00 $1 225.00 054. 60 1 4 EA JUNCTION BOX,TYPE II $500.00 $2 000,00 $500.00 055. 60 1 0.9 LS PERMANENT SIGNING $Z,600.00 $2,340.00 $2 600.00 056. 60 420 LF 12-INCHPAINTSIRIPE $0.75 $315.00 057. 60 880 $80 LF B-INCH PLASTIC CROSSWALK STRIPE $2.00 $1 760.00 $1 760.00 058. 60 3 3 3 EA PLASTIC TRAFFIC ARROW $50.00 $150.00 $150.00 $150.00 059. 30 1 0.1 1 LS PROPERTY-RESTORATION $10,000.00 $1 000.00 $10 000.00 $10 000.00 060. 30 660 66 CY UNSUITABLE FOUNDATION EXCAVATION INCLUDING HAUL $14.00 $924.00 $9240.00 06.1. 60 390 390 LF #2Wire-Perminant Power C06 $1.98 $772.20 $772.20 • 062. 30 1 1 LS EXTRA SURVEYCO#8 $388.30 $388.30 $388.30 Total A: $8 923,75 $599,137.18 $518 541.00 Page 2 of PARK AVENUE NORTH IMPROVEMENTS NORTH RENTON INDUSTRIAL ACCESS PHASE TWO EDA 07-01-03375 CAG 94-029 B A PLAN EST.#12 TO DATE BID EST 11 1 TO DATE BID ITEM R QUANT-P OUANT-12 OVANT-TD UNITS ITEM UNIT PRICE COST-12 COST-TD COST-B SCHEDULE B (TIB, EDA & CITY) 101 30 1 1 LS MOBIl12ATION $125 000.00 $125 000.00 $125 000.00 102 30 1 0.98 LS CONTRACTOR SURVEYING $20,000.00 $19,600,00 $20,000.00 103 30 1 1 LS TEMPORARY WATER POLLUTION/EROSION CONTROL $1 000.00 $1 QQQ.QQ $1,000.QQ 104 60 1 0.98 LS TRAFFIC CONTROL $50,000.00 $49,000.00 $50,000.00 105 3D 1 1 LS CLEARING AND GRUBBING 106 30 1 $1000.00 $1000.00 $1,000.00 1 LS REMOVAL OF STRUCTURES AND OBSTRUCTIONS $10,000.00 $1Q,QQD.DQ $10,000,OQ 107 30 1500 2665.2 6.1 SY PAVEMENT REMOVAL $15.00 $39 978.00 $22,500.00 • 108 30 250 9 SY REMOVE UNSATISFACTORY ASPHALT CONCRETE PAVEM $10.00 $961.00 $2,500.00 109 30 11336 10100 LF SAWCUTTING PAVEMENT $4.25 $42 925,00 $48,178.00 110 30 160 631.9 TON COLDMIx $10.00 $6,319.00 $1,600.00 111 40 28 6 28 EA ADJUST EXISTING VALVE $10000 $600.00 $2 800.00 $2,800.00 113 11 40 13 7 14 EA ADJUST EXISTING WATT VA . ER VAULT $500.00 $3,500.00 $7,000.00 $6.500.00 40 5 115 5 EA ADJUST EXISTING METER BOX $250.00 $1250.D0 $1,250.00 114 30 7900 7315.5 CY ROADWAY EXCAVATION INCLUDING HAUL $12.00 $81,786.00 $94,800.00 30 1290 116 3Q 7551.15 TON GRAVEL BORROW INCLUDING HAUL $7.50 $56633.63 $9.675.00 12Q 92 CY STRUCTURE EXCAVATION CLASS A INCLUDING HAUL $16.50 $1,518.00 $1,980.QQ 11 3Q 1 1 LS SHORING OR EXTRAEXCAVATIONCASSA $250.00 $250.00 $250.00 118 B 30 1 1 LS SHORING OR EXTRA EXCAVATION CLASS B $9.000.00 $9 000.00 $9 000.00 119 30 895 550 LF TRENCH AND BACKFILL 1'WIDE x 2'DEEP,CRUSHED ROC $9.75 $9 262.50 $8,726.25 {; 120 30 2687 2395 LF TRENCH AND BACKFILL 7 WIDE x 4'DEEP,CRUS iED ROC $21.DQ $50,295.00 $56,427.00 121 30 106 305 LF TRENCH AND BACKFILL T WIDE X 4'DEEP,ASPHALT REST $27.00 55,235.00 $2,862.00 122 30 123 149 LF TRENCH AND BACKFILL TWIDE x 4'DEEP,CONCRETE RE $26.00 $3,874.00 $3,198.00 s" 123 30 12 --JUF TRENCH AND CONCRETE ENCASEMENT 2'WIDE x 4 DEEP $43.00 $516.00 124 30 6 10 EA EXCAVATION AND BACKFILL FOR 4'-B'x 4'.0"VAULT $500.00 $S,000.QQ $3,516.00 • 125 30 1 2 EA EXCAVATION AND BACKFILL FOR 4'-B"xTVAULT $500.00 $1 000.00 $000.00 126 30 3 4 EA EXCAVATION AND BACKFILL FOR G4'x 11' 10'VAULT $850.00 127 30 430 $3 400.00 $2,550.00 31.1 TON CRUSHED SURFACING TOP COURSE $10.00 $311.00 $4,300.00 128 30 3870 3640.48 TON CRUSHED SURFACING BASE COURSE $10.00 $36,404.80 _ $38,700.00 129 30 5050 4936.95 TON ASPHALT CONCRETE PAVEMENT CLASS B $30.00 $148 108.50 $151 500.00 130 30 1430 935.4 TON ASPHALT CONCRETE PAVEMENT CLASS E $35.00 30 0.00 0,05 $32,739.00 $5 131 30 820 682.3 TON INCIDENTAL ASPHALT CONCRETE PAVEMENT CLASS B $50.00 $34 739.00 $ ,00.00 132 140 75 TON INCIDENTAL ASPHALT CONCRETE PAVEMENT CLASSE $50.00 $3750.00 $7,000.00 133 30 16800 16555.9 SY PLANING BITUMINOUS PAVEMENT $2.50 $41 389.75 $42 000.00 134 30 12240 13936 13936 SY PAVING FABRIC $1.25 $17,420.00 $17,420.00 $15,300.00 135 61 75 75 SY CEMENT CONCRETE DRIVEWAY,81NCH $25.OQ 136 6t 680 $1875.00 $1875.00 68Q SY CEMENT CONCRETE DRIVEWAY, 10INCH $30.00 $20,400.00 $20,400.00 137 3Q 2DQ 118.5 CY INCIDENTAL CEMENT CONCRETE CLASS3000 $75.00 $8887.50 $15.000.00 138 30 40 CYCONCRETECLA554000 $39 . 15,600.00 $16,000.00 `" Pa ,of 9 I� PARK AVENUE NORTH IMPROVEMENTS NORTH RENTON INDUSTRIAL ACCESS PHASE TWO EDA 07-01-03375 CAG 94-029 B A PLAN EST.#12 TO DATE ITEM R QUANT-P QUANT-12 QUANT-TO UNITS BID EST#12 TO DATJFT�'.311,11131010.00 j 9 0 3300 ITEM UNIT PRICE COST-12 3 ST EEL REINFORCING BAR COST-T 141 30 3 46 CY GRAVEL BACKFB L FOR WALL 1.00 3,17141 30 3 $25.00 1153 CY GRAVEL BACKFILL FOR UNDERDRAIN .00142 30 10 1D LFPVC DRAIN PIPE,64NCH DIAM $10D.D0 $30 .00143 30 140 117 LF PERFORATED PVC UNDERDRAIN PIPDIAM. $5.00 .00 144 40 42 84 LF DUCTILE IRON STORM SEWER PIPE,B-INCH M. $10.00 $1,170.00 $1680.00 145 40 4502 4289 LF CORRUGATED POLYETHYLENE STORM SEWERPIPE,12-1 $22.00 $3,360.00 $1680,00 146 40 1252 1293 LF CORRUGATED POLYETHYLENE STORM SEWER PIPE, 18-1 $22 OO $94 358.00 $99 044.00 147 40 512 $25.00 $32,325.00 517 LF CORRUGATEDPOLYE7HYLENESTORMSEWERPIPE•24-I $31 .100,00 148 40 1180 3319.92 TON GRAVEL BACKFILLFORPIPEBEDDING $11.00 $18,095.00 $17920.00 149 40 53 58 EA CATCH BASIN TYPE 1 $11.00 $36 519.12 $12 980.00 151 40 11 10 EA CATCH BASIN TYPE 1L $685.00 $39,730,00 $36 305.00 151 40 10 12 EA CATCH BASIN TYPE 2,48-INCH pIAM. $975.00 $9,750-00 $10 725.00 152 40 1 1 EA CATCHBASINTYPE2,72-INCH DIAM $1,900.00 $22,SDD.00 $19000,00 153 40 1 1 EA CATCH BASIN TYPE 2,9 INCH DIAM $4,100.00 $4.100.00 $4 100.00 154 40 6 3 9 EA INSTALL SOLID LID ON EXISTING CATCH BASIN $6 800.D0 $6 800.00 $6 800.00 155 40 10 10 EA ADJUST CATCH BASIN $150.00 $450.00 $1,350.00 $900.00 156 40 4 9 10 EA ADJUST MANHOLE $250.00 $2,500.00 $2 500.00 158 40 28 27 EA REMOVE EXISTING MANHOLE,CATCH BASIN,OR INLET $3DO.00 $2 700.00 $3,000.00 $1 200.00 158 40 1 3 EA RELOCATE CATCHBASIN $150.00 $4 050.00 $4 200.00 159 30 760 784 Cy 2-WAV SOIL MIX $450.00 $1 350.00 • 160 30 110 $20.00 $450.00 171 CY BARK MULCH $15,680.00 $15200.00 161 30 83 -1 82 EA PSIPE-FRAXINUS OXYCARPA'RAYWOpp 1RAYWpppA $2D.D0 $3,420.0D $2200.00 162 30 709 709 EA PSIPE-SHRUBS-2 GAL. $22S.00 $225.00 $18,450.00 $18675.00 163 30 4137 4137 EA PSIPE-GROUNDCOVER-4 INCH POT $10.00 $7,090.00 $7090.00 164 30 49 1 47 EA TREE WELL $2.30 $9,515.10 165 30 1 $100.00 $100.00 $4900.10 1 L$ IRRIGATIDNSYSTEM COMPLETE $4,70D,DD $4 9DD.00 166 40 4250 4250 LF CEMENT CONCRETE CURB AND GUTTER-5'HEIGHT $40000.00 $40,000.00 $40,000.00 167 40 4790 6115 LF CEMENT CONCRETE CURBANpGUTTER-6'HEIGHi $6.50 $27,625.00 $27625.00 168 30 2 2 EA SINGLE BUS SHELTER FOOTING 00.00$6.50 $39 747.50 $5 $31 135.00 169 30 4 4 EA DOUBLE BUS SHELTER FOOTING $1,000,00 170 60 1325 $500.00 $1000.00 0.00 LF DOWELED CEMENT CONCRETE TRAFFIC CURB 1 $2,000.00 $2000.00 71 60 432 519 519 LF TYPE C BLOCK TRAFFIC CURB $7.00 $0.00 $9 275.00 172 60 49200 10546 LF TEMPORARY PAVEMENT MARKING $6.DO $3 114.00 $3,114.00 $2 592.00 173 60 3700 2742 3700 EA RAISED PAVEMENT MARKER TYPE 1 $O.1 O $1,OS4.6O $4 920.00 174 60 520 354 520 EA RAISED PAVEMENT MARKER TYPE Ild $1.50 $4 113,00 $5,550.00 $5 550.00 175 60 57 $2.50 $885.00 $1,300.00 1 76 60 12 EA RAISED PAVEMENT MARKER TYPE 3. 10.1NCH $20.00 $1 140.00 177 30 3 12 EA HYDRANT MARKER $7 OO $1 140.00 7 EA ADJUST MONUMENT CASE AND COVER $84.00 $84.00 178 61 4520 4819 $( CEMENIUONCRETESIDEWALK $$14.00 $14DO.D0 $60D.D0 $14.00 $67,466.00 $63 280.D0 PARK AVENUE NORTH IMPROVEMENTS NORTH RENTON INDUSTRIAL ACCESS PHASE TWO EDA 07-01-03375 CAG 94-029 B -- A PLAN EST.#12 TO DATE BID EST#12 TO DATE BID ITEM R QUANT-P QUANT-12 QUANT-TD UNITS ITEM UNIT PRICE COST-12 COST-TD COST-B 2 8 30 S EXTRA SURVEYCO#8 577. 0 577.40 .40 219 30 1 1 LS JEXifali cN101h St. C099 $7 77746 $7,777.46 $7,777.46 220 30 1 1 LS lAttemptManholeCO#10 $88214l) $8,822.40 $8,822.40 221 30 1 1 LS Slam Drain ConnectionCO#11 $950.00 $950.00 $950.00 222 30 1 1 LS Tree Remo lSla44-7035LT.00#13 $1 250,16 223 30 1 1 LS ServerEorcemainco#15 $1250.16 $1250.16 $34 428,04 $34 428.04 $34 428.04 224 30 26 26 EA Wheel Stop Blocks COW $66.88 $1,736.88 $1 738.88 225' 30 1 1 LS ExlraSurvey CON 18 $1600.00 $1600.00 $1600.00 Total B: $53 936.77 $1,968,981.57 $1 934 372.68 • rag.. or 9 • f PARK AVENUE NORTH IMPROVEMENTS NORTH RENTON INDUSTRIAL ACCESS PHASE TWO EDA 07-01-03375 CAG 94-029 e -- A PLAN EST.012UQUANT-TID ATE BID EST#12 TO DATE BID ITEM R QUANT-P QUANT 112 FUNITS ITEM UNIT PRICE COST-12 COST-TD t COST-B SCHEDULE C (Water Utility, LIMITED TIB) 301 34 1 1 LS MOBILIZATION $20 000.00 $20,000.00 $20,000.00 302 34 1 0.98 LS CONTRACTOR SURVEYING $10,000.00 $9,800.00 $10.000-00 303 34 1 1 LS TRAFFIC CONTROL $40 000.00 $40,000.00 $40,000.00 • 304 34 1 1 LS REMOVAL OF STRUCTURES AND OBSTRUCTIONS $90,000.00 $90,000.00 $90,000.00 305 34 __2 140 2307 SY PAVEMENT REMOVAL $10.00 $23,070.00 $21,400.00 306 34 4800 2414 LF SAWCUTTING PAVEMENT $4.25 $10,259.50 $20,400.00 307 34 170 111.E TON COLDMIx $10.00 $1,116.00 $1,700.00 308 34 250 970 CY ROADWAY EXCAVATIONINCLUDING14AUL $18.50 $17,945.00 $4,625.00 309 34 1 1 LS SHORING OR EXTRA EXCAVATION CLASS $1 500.00 $1,500.00 $1 500.00 310 34 1275 856.42 TON CRUSHED SURFACING TOP COURSE $8.20 $7,022.64 $10,455.00 311 34 550 TON ASPHALT CONCRETE PAVEMENT CLASS $35.00 $19,250.00 312 34 20 007 TON INCIDENTAL ASPHALT CONCRETE PAVEMENT CLASS $50.00 $5,350.00 $1,000.00 313 34 2685 3329.01 TON GRAVEL BORROW INCLUDING HAUL $8.50 $28296.59 $22,822.50 314 34 60 TON GRAVEL BACKFILL FOR FOUNDATIONS,CLASS A $10,00 $600.00 315 34 41 287 LF CL.52 DUCTILE IRON PIPE FOR WATER MAIN,6-INCH DIA $52.00 $14 924.00 $2,132.00 316 34 276 257 LF CL.52 DUCTILE IRON PIPE FOR WATER MAIN,8-INCH DIA $26.00 $6 682.00 $7,176.00 317 34 53 56 LF CL 52 DUCTILE IRON PIPE FOR WATER MAIN, 12-INCH DIA $52.00 $2 912.00 $2 756.00 318 34 2817 2773 LF CL.52 DUCTILE IRON PIPE FOR WATER MAIN, 16-INCH DI $60.00 $166 3$0.00 $169,020,00 319 34 2 2 EA GATE VALVE 6INCH $450.00 $900.00 $900.00 320 34 11 8 EA GATE VALVE 6INCH $600,00 $4 800.00 $6,600.00 321 34 7 7 EA BUTTERFLY VALVEI6-INCH $1680.00 $11760.00 $11,760.00 322 34 1 EA BUTTERFLY VALVE 24-INCH $3 450.00 $3 450.00 323 34 7 EA REMOVE/SALVAGE EXISTING HYDRANT $1 000.00 $7,000.00 324 34 $ EA RESETTING EXISTING HYDRANT $3 500.00 $28,000.00 325 34 9 17 EA HYDRANT ASSEMBLY $1 800.00 $30,600.00 $16,200.00 326 34 4 4 EA REMOVE EXISTING WATER VALVE $200.00 $800.00 $800.00 327 34 7 7 EA REMOVE EXISTING WATER VALVE BOX $100.00 $700,00 $700.00 328 34 9 9 EA CONNECTIONS TO EXISTING MAINS $1200,00 $10800.00 $10800.00 329 34 4 EA VERTICAL ADJUSTMENT AT EXISTING UTILITY $100.00 $400.00 330 34 70 70 EA 'SERVICE TYPE II $400.00 $28 000.00 $28 000.00 331 34 8 8 EA SERVICE CONNECTION 2-INCH DIAM. $1400.00 $11200.00 $11.200.00 332 34 635 10 CY UNSUITABLE FOUNDATION EXCAVATION INCLUDING HAUL $10.00 $100.00 $6 350.00 333 34 1 1 LS Return 24"Butterfly VaNe $1070.96 $1 070.96 $1,070.96 334 34 1 2 1 EA I Bollaids H020 CON 16 $250.00 $500.00 $500.00 Total No Tax): $546 488.69 $576,996.50 Sales Tax: $44 812.07 $47 313.71 Total wlTax: $591 300.76 $624 310.21 Page 7 of 9 PARK AVENUE NORTH IMPROVEMENTS NORTH RENTON INDUSTRIAL ACCESS PHASE TWO EDA 07-01-03375 CAG 94-029 Fr PLAN EST.#12 TO DATE BID EST#12 TO DATE BID ITEM QUANT-P QUAN7-12 QUANT-TD UNITS ITEM UNIT PRICE COST•12 COST-TD COST•0 SCHEDIII-E D (Storm Water Utility Only) 401 34 1 1 L.S. Contractor survey $5 000.00 $5 000.00 $5,000.00 402 34 1 1 L.S, Temporary Erosion Control $800.00 $800.00 $800.00 403 34 1 1 L.S. Traffic control $7 000.00 $7 000.00 $7,000.00 404 34 1 1 L.S. Trench ExcavagonSafety $3,000.00 $3,000.00 $3,000.00 405 34 322 371 S.Y. Pa ementRemoval $15.00 $5,565.00 $4,830,00 • 406 34 265 932 L.F. Pavement Saw Cutting(crossings) $5.30 $4,939.60 $1,404.50 407 34 50 130.5 Ton coldMi. $10.00 $1,305.00 $500.00 408 34 540 442.15 Ton Gravel Borrow Including Haul(Trench BaCkfill) $8.50 $3,758.28 $4,590.00 409 34 470 Ton Crushed Surfacing Top Course $8.20 $3 854.00 410 34 17 18.5 C.Y. Incidental Concrete(crossings) $75.00 $1,387,50 $1,275.00 411 34 206 4 Ton Incidental Asphalt Concrete $50.00 $200.00 $10,300.00 412 34 1475 1638 L.F. Corrugated Polyethylene Storm Pipe12" $2500 $1 $40,950.00 $36,875.00 413 34 700 491.9 Ton Pipe Bedding 1..00 $5 410.90 $7,700.00 414 34 19 21 EA. Catch Basin Type $1,035.00 $21,735.00 $19,665.00 415 34 3 4 EA. Catch Basin Type $2,400.00 $9,600.00 $7,200.00 416 34 14 13 EA. Remove Existing Manholes,Catch Basins or Inlets $150.00 $1,950.00 $2,100.00 417 34 1 1 L.S. Aquder Protection Measures $3,000.00 $3,000.00 $3,000.00 401 34 1 1 L.S. Contractor survey Cos $750.00 $750.00 $750,00 403 34 1 1 L.S. TraRro control COS $2,800.00 $2 800.00 $2 800.00 404 34 1 1 L.S. Trench Excavation Safety C05 $250.00 $250.00 $250.00 417 34 1 1 L.S. Aquiler Protection Measures Cos $750.00 $750,00 $750.00 418 34 15 29 L.F. Curb Removal&Replacement $50.00 $1,450.00 $750.00 • 419 34 1 1 EA. CPEP Tee Riling $400.00 $400.00 $400.00 420 34 10 59 L.F. Corrugated Polyethylene Storm Pipe6' $5.00 $295.00 $50.00 421 34 1 1 L.S. Contractor SurveyingCOp14 $350.00 $350.00 $350.00 422 34 1 1 L.S. Traffic Control CON14 $1,000,00 $1,000.00 $1,000.00 j3 34 1 1 L.S, Trench Excavation Safety CON14 $500.00 $500.00 $506 00 4 34 1 L.S. SldewalIdDriveway Replacement C0014 $600.00 $600.00 425 134 1 1 1 L.S. Aquifer Rolecetion Measures CON 14 $750.00 $750.00 $750.00 Total No Tax : $124 896.28 $-128 043.50 Sales Tax: $10,241.49 $10 499.57 __ _ Total wrrax: $135 137.77 $138 543.07 'J Page of 9 PARK AVENUE NORTH IMPROVEMENTS NORTH RENTON INDUSTRIAL ACCESS PHASE TWO EDA 07-01-03375 CAG 94-029 B A PLAN EST.#12 TO DATE BID EST#12 TO DATE BID ITEM R QUANT-P QUANT-12 QUANT-TD UNITS ITEM UNIT PRICE COST-12 I COST-TD COST-B SUMMARY Total w/o Tax: p.I..q $62,860.52 r $3,239,503.72 $3,157.953.68 Total Tax(Schedules C & D Only) (LI..z s(17 $0.00✓ $55,053.57, $57,813.28 • Total w/Tax: (LI..3) $62,860.52 1 $3,294,557,28 $3,215,766.96 Retainage 5% (LI..8) $3,143.03 $303,644.29 $315,795.37 95% Earnings W.,5( $59.717.49 $2,935,859.42 $2,842,158.31 Pay This Estimate (95% Earnings + Tax) (U..s.of $59,717.49 v $2,990,912.99 $2.899,971.59 q� • Page 9 of 9 • PARKPAY.XLS • Park Avenue Storm Line Replacement Project Schedule "D"Payments Pay Estimate # Amount Dated Retainage 4 $92,030.25 11/4/94 $9,371.72 5 $1,502.46 12/2/94 $153.00 7 $1,651.43 1/20/95 $168.17 8 $13,645.09 3/3/95 $1,389.52 Total to Date $108,829.23 $11,082.41 Invoice to Renton School District ($741.33) Funds Encumbered to Date $119,170.31 Funds Allocated to Project $135,000.00 Project Balance $15,829.69 Page 1 R - ..............:................... ......................... .... . . ....:.... .. ;.... P o, .... F1. 384. .... • p ..EST7NrrYfiC-:.... .... .. c �hr. c ... .. .... FtiX�I .... .. .... .... .... .... .... .... .... .... .... .... .... .... .... a. . i..... ....s.... ...1ne . ...................:................... ....................................... ................... ....:....:....:.... ....:....:....:.... .... .... . .. .... .9.2 .9.3 a., a.s.. .. .... .... .... ...' ..4. -.9 .. .... .... .... .... . 5 ................................_E. 4. ..;if _ ............... ........ .._..... ........ z..:-_Z._-. --- ...............�.. _ g.... .... .. 13: .... .. .... ./a. r..6Z ... .3. .... .... .... .... .. :.........:.........:......... ............_._:.__....;.. .........r.......:......... ................... ...................:...................:...................:...................:................... a!roi:G �....7�P. .... .... .... .. ...............l...A...$. ..lT.. ..7.......F..P_.. ......_€...............................x rr�t� ......... .. ,AAC......._ t a..._.... ..-0....ortr. � . .... .... .... .... .... .... .... .... .:.. .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... :....... ................. ------------- ------ -----.__.. .... .. ...._...__.... ................. . ................. - - • (Untitled) • Funct : 5460 SERVICES CONTRACTOR 1 10/10/94 116847 SCOCCOLO CONST 421 596 7 �hk p� (513 .4 10/10/94 116846 SCOCCOLO CONST 421 596 5042 . 0 1179 11/14/94 117903 SCOCCOLO CONST 421 596 92030 . 2 11/14/94 117904 SCOCCOLO CONST 421 596 9371 . 7 12/12/94 118812 SCOCCOLO CONST 421 596 1502 .4 12/12/94 118813 SCOCCOLO CONST 421 596 153 . 0 O1/30/95 RET CAG94 SCOCCOLO CONST 421 596 7 168 . 1 O1/30/95 CAG A94-0 SCOCCOLO CONST 421 596 1651 .4 03/09/95 D CAG 94- SCOCCOLO CONST 421 596 ✓ Q 13645 . 0 u 03/09/95 CAG 94029 SCOCCOLO CONST 421 596 1389 . 5 04/13/95 get�"T' SCOCCOLO CONST 421 596 7 85 . 5 04/13/95 CAG 94-02 SCOCCOLO CONST 421 596 839 . 6 O5/11/95 RET CAG94 SCOCCOLO CONST 421 596 171 . 7 05/11/95 CAG 94-02 SCOCCOLO CONST 421 596 3544 . 9 q q Page 1 INPUT= SCOCCOLO❑ SCOCCOLO CONST 421 596 513.45 SCOCCOLO CONST 421 596 5042.08 SCOCCOLO CONST 421 596 92030.25 ✓ SCOCCOLO CONST 421 596 9371.72 SCOCCOLO CONST 421 596 1502.46 SCOCCOLO CONST 421 596 153.00 SCOCCOLO CONST 421 596 168.17 SCOCCOLO CONST 421 596 1651.43 SCOCCOLO CONST 421 596 13645.09 SCOCCOLO CONST 421 596 1389.52 SCOCCOLO CONST 421 596 85.50 SCOCCOLO CONST 421 596 839.61 SCOCCOLO CONST 421 596 171.75 SCOCCOLO CONST 421 596 3544,92 Total 130108.95 0 6 N V O I C E CITY OF RENTON FINANCE DEPARTMENT Date: From Department Authorization Planting/Building/Public Works May 15, 1995 Surface Water Utility ARonald Straka Customer Number Account Name PO/Reference No Park Avenue North Improvement Project CAG-94-029 Original Invoice Credit Memo Debit Memo For Invoice: Invoice Title (Standard Invoice Type) Reimbursement Request for work done on Renton School district Storm line connection (CAG-29-029) Description Amount Final reimbursement request for work performed on the Sartori School storm connection for the Renton School District property. $741.33 Account Distribution Amount 421.000600.000.3670.000.00.065015/65015/5210 $741.33 INVOICE TOTAL $741.33 Comments Billing Address: Mr. Joe Lamborn Renton School District#403 1229 North 4th Street Renton, WA 98055 Phone: 206-204-4400 Fax: 206-235-7859 H:D0CS:954 19a:MDD:ps CITX#)F RENTON Planning/Building/Public Works Department Farl Clymer,Mayor Gregg Zimmerman P.E.,Administrator May 16, 1995 Mr. Joe Lamborn Renton School District#403 1229 North 4th Street Renton, WA. 98055 SUBJECT: SARTORI SCHOOL DISTRICT STORM SYSTEM CONNECTION TO PARK AVENUE NORTH STORM SYSTEM Dear Mr. Lamborn: The construction of the Park Avenue storm line project is complete. The storm line connection for the Sartori school parking lot was done as a change order for the project. The final cost data has been compiled. Enclosed is an invoice for the work completed for the connection. The cost was slightly higher than the original estimate because of increased costs for the oil/water separator. As agreed to in your December 28th, 1995 letter, please forward your payment to the Finance Department. If you have any questions, please contact Mike Dotson at (206) 277-6192. Thank you. Sincerely, Ronald J. Straka, P.E., Utility Engineering Supervisor Surface Water Utility n:DOCS:95-036:MD➢:ps CC: Mike Dotson 200 Mill Avenue South - Renton, Washington 98055 ® This paper contains 5 recycieo material,25%post consumer CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: May 8, 1995 TO: Richard atp�\'Q1�ransportation Systems FROM: Ronaln, Utility Systems SUBJECT: PARK AVE N. IMPROVEMENTS PROJECT - MILLING MACHINE DAMAGE DUE TO BURIED APPURTENANCES I have read your memo of April 25th, 1995. In this memo you infer that, if the funding for this change order in the amount of$18,679.93 (Utilities' portion) for damage to the milling machine is not covered by your funding agencies, this cost will be the responsibility of the Utility Systems. After discussing this matter with the affected utilities, it is our opinion that your wish for the utilities to take this responsibility 1s presumptuous for the following reasons: • The locations of these manhole lids were shown on plans given to Transportation at the start of design. • Transportation is responsible for verifying the accuracy of information shown on the plans. • The manholes were most likely buried by a prior overlay or patching project and were not uncovered or raised. Upon completion of a water main project (including patching etc.) all water valves are tested and turned on or off before the water shop will take responsibility of maintenance. • These manholes probably should have been found when utility locates were called for. It might be that we should review the procedure of our locating staff. If insufficient time is allocated to utility locates, then the project manager should allocate sufficient funds to ensure it is done properly. Further, at the beginning of this project, one of the items covered elsewhere in the specifications was REMOVAL OF STRUCTURES AND OBSTRUCTIONS, Lump Sum in the amount of $90,000.00. I would think this type of problem should be covered by this pay item. In conclusion, the various utilities will not take responsibility for this additional cost. PARKn2ON.DOORLO L e CITY OF RENTON MEMORANDUM DATE: May 3, 1995 TO: Ron Olsen FROM: Ron Straka/ U� STAFF CONTACT: Mike Dotson 009 SUBJECT: PARK AVENUE NORTH IMPROVEMENTS PROJECT Milling Machine Damages Due to Covered Appurtenances We have reviewed Transportation's proposed reimbursement request in regard to the subject milling machine damages sustained after hitting a buried storm manhole. We submit the following information: • The storm manhole in question was locatable; the manhole is shown on the Surface Water Utility storm system inventory maps (see attached). The Park Avenue North Improvement Project plans does not show the storm manhole that caused the damage to the milling machine. The Transportation Division is responsible for the accuracy of their construction plan. • The manhole was most likely buried by a prior Transportation overlay project. It should have been uncovered and raised to grade at the conclusion of the previous overlay project. • The Surface Water Utility is not responsible for utility locates. The City utility locator is responsible for all utility locates in the field. We, therefore, do not feel that we share any responsibility to make restitution for the damages to the milling machine. H:DOCS:95-375:MDD:ps CURB RETURN ELEVATIONS n'9aol•45• SV.N4,SEC 8,T 23 N.R 5 CURB RETURN ELEVATIONS < .N. I q•25.00' z I v - 4A CH %1 IN P.C.Sit.145.57. 130.9'Lil 2LeT T•15.01' �-1 v.C.STA.4.3.44.94 122'LTI 28'55 — 2i.90 L•39.20' 28.57 T 2e.00 zass I A. 4 - IN • ze.Q 1 IE ?B.541 -1124�NE%IST,1 P.T.$TA,44.50.65 122'LTI 28.4 2e.53 P,T.STA.$A$- . 1 ce 11 - z8:50 p•90'Oe'30• _ q•25.00' 9 is OL P R% Pvf IY=/1 L#5.06' ♦, IA 5.0 N X `J L•19.31' Z R 1 4.15 EL. 26.76 8 9 i e 1 5 5 0 0 � 4 2 8 T, '- 6 ., f----F FF IL m 6 6 m N 5 ahe� IB hw m - W w 4 hey S N 1 PARK AVE. N 2Pl 41 O T U 45 _ - - -�----- — L-V _ -- 4 _ v N 0-51'29 E i 1� E .. o . n32 CPUTON9� PRESSURE GAS 9 z 2e.51 _ $}7 M. < q.2i.95 . .. .. _u ., 0q'F � 10 h0. ti } } 5 IO 2 4 2 1 5 .,. ,. 1 2 I 3 7 14 14 p•ePOi'2i' O p•e9•N'16• 12 \ ' R•25.00' R•Z5.00' i \V 8 T4J.02 i•2A.6f I 24. 2 B L=3e.02' L`39'0e W 9 CURB RETURN ELEVATIONS CURB RETURN ELEVATIONS lm P,C.STA.146.51.941'- LTI ze.zz Lf.5TA.43.45.T] 04'q T1 zo. 1� 25.04 ill 2e.13 9 2e.86 28.12 I MATCH 1 kI IN �I 21.86 26.40 y4P[XI •11 IN _ P Y' P.T.$i1.44./42J T31'Ril 21.91 1.1.$i A.N6•Se.N 124.15'Ri1 28J6 — I _ _- �"' O'am00 ns.c ; '6,j � OPnP hCT � w_w_ �O VN•x W W N I w FINISNEO GRADE W PROPOSED CROWN -0.24Y. N -0.44k •0.2gk. O •0.28kI 6 Ex, t PROFILE C 0 1 a D A D 12" L-96'D S20. AO IEk—�_ %. H G D a 12" L:15P S•0.004 ti; H- z. I w /� D �SIB' L•T�5=0.0040 W %% I z J x < u r Scat p ud- 1S L-B at H_ ' 1 BO BB'21 1-0121, 2-BB2! E-BBYI S-BC2 -BJ'2 'B]2 -B 2l r-B8z1 s-Be zl m_ _ ezl - E-m G t-LB2l — Z 91-L '21 G!-C 21 BI U21 Z Z /zl-LB'zl 61 GBzt - 1-Lem a-L e'zl 11-19zt •r z-mzl r-G z1 I-Goer N 1$ — EI-mzl H19 e-Ge zl 9-O'21 r- 321 L-L J21 L-L6"21 II 1-et2� I� i c-<ez a-u21 -9J 21 O1-ov 2 992 1-98 Pt 91-90 21 •� 2-9R1 I 21-N21 F9S2[ 1-98'ZI 9 t-0021 -J 9-9M EI-9UY, 1-1.21 L-9Bz1 D 1-9121 E-90'21 0_W 21 Z 6-9a21 Y/ 2-9]21 rn \ I-Gi2 -9 21 01-9021 9U21 rn 2-9021 [I-90'21 2-nz1 \ I _ 21 r-s�z z-vz1 i 1-saz -sazl V/ 9-SJ2 t-s1 I I C S-Slat z-CO'zl ^ n-sOz1 N ^ - I Os9z1 2-se r rn E-SJ21 1J I-S321 - L L_SJ21 rn I-s0'zl 2-S3210 S-S]'21 e-sB'x -s]z1 -srzl s-sa i r-nzl j PSY21 9-i 221 i y $ 6-Scat r-t]O 9-S]'21 L-r02! E-1021 01-r0'21 rrY2t sl-ea'21 rvrezl 9-1121 1-q21 1-1321 II-.021 r-Y]zl 2 2-1 all r CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: April25, 1995 TO: Ron Olsen FROM: Richard Eva�,. SUBJECT: PARK AVENUE NORTH IMPROVEMENTS PROJECT - MILLING MACHINE DAMAGES DUE TO BURIED APPURTENANCES The milling operation on this project hit three buried water structures, one storm manhole and an abandoned signal pressure detection plate. The Transportation Division will temporarily pay the Contractor out of the project budget. The cost will be submitted to our funding agencies. It is possible that all or a portion of the cost will be reimbursed to the City. In the event that the City is not reimbursed the full amounts the Utility Services Division will be expected to reimburse the project budget any of the costs not covered by our grants for their four structures. The attached sheet summarizes the damage and time expenses. I have additional back-up for these amounts. Repair and Down Time of Milling Machine Date Location Description of Obstruction Eagle Crest Scoccolo Total Trans. Div. Utility Div. 11-Nov-94 N8th Pressure Detection Plate $3,890.68 $2,009.25 $5,899.93 $5,899.93 16-Nov-94 Sta 49+50 Water Vault $2,752.29 $1,661.66 $4,413.95 $4,413.95 29-Nov-94 N8th Water Vault $2,645.86 $1,799.66 $4,445.52 $4,445.52 30-Nov-94 N6th Storm Drain Manhole $3,276.55 $1,871.45 $5,148.00 $5,148.00 08-Dec-94 NSth Water Vault $3 828.46 $843.99 $4 672.45 $4,672.45 —To—tal- I $16 393.84 $8 186.02 1 $24 579.86 1 $5,899.93 1 $18,679.93 A Par'< Avenue North Richard Evans 4-25-95 CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: April 13, 1995 TO: Rich Evans FROM: Ron Straka SUBJECT: Park Ave Storm Connections As we initially discussed on April 3rd, there are numerous issues remaining before the stormline improvements along Park Ave North are complete. Our staff have field surveyed the connections and corrections needed to complete the project. The following is a list (by station and offset) of the tasks remaining: 1. Station 13+94, 48.0 left, (127 Park Ave); The private connection for the parking area has been done. We understand that the contractor has installed it without prior plans or authorization. 2. Station 16+52, 94.0 left, (149 Park Ave); The private system in the parking area was not connected. We have proposed to reconnect the system via installation of a new type II Manhole at station 16+65, 20.75 left (at the curb line) and approximately 80' of 8" or 12" ADS pipe. We noted that there was a section of sidewalk that has not yet been installed at station 16+58 to 16+80 along the left side of Park Ave. As we discussed, staging the installation of this section of sidewalk until after the storm connection is completed is desirable. 3. Station 16+52, 38' right, (148 Park Ave); The on-site system for the parking area was not connected. We propose to reconnect this system via a connection to the type II Manhole in N2 above (at station 16+65, 20.0 left). Information concerning the as-built waterline depth is necessary to complete the design for the waterline crossing. We can cross above or below the waterline depending on the depth. Please provide this information if its available. Otherwise we may schedule City crews to pothole to determine the depth. 4. Station 19+15, 37.0 right, (210 Park Ave); It was determined that the catch basin in the business parking area was not previously connected. The catch basin was installed as a sump drain. No connection is proposed for this structure. 5. Station 20+56, 20.75 right (212 Park Ave); The connection called out in the system improvement plan sheet It was not completed. It is the contractors and inspectors responsibility to insure that this connection is made per plans. April 13, 1995 Page 2 6. Station 29+12, 20.75 left (351 Park Ave); A connection was made to the structure installed at this station that was not called out on the plans. Please confirm what this connection serves.(i.e. roof down spouts, parking lot, etc.) We want to ensure that it is not a side sewer. 7. Station 30+29, 20.75 left (351 Park Ave); The type II manhole and the private connection called for per plans was not discovered in our field survey. It may have been covered by asphalt. It didn't however appear to be installed in the curb line. We request your immediate response to the above mentioned items to facilitate design of the additional systems. If you have any questions please contact me at your convenience. PARK.DOC/MD z , Z r3 ��JrZ 1 G4 Fri t.s r� - - - - z T�v 3' -- - - -- 4 - -- - 7 - LO - - �y zaG6 it 7,M /7 c�- /y, .zxiz d�GISy _alb__ 3 'F r- Ar 3z7. 75' F -� ° - - �s)1 - z NC7) 37 ; ( �4 Cy = z.fz run s 7 x � � —� _ 3, 73" (1�/7) 57.5 �3 2, 1Z (q . _ 4._oq E^+ 51 - 3w M -7 xS e37c.r =. 6sn.,= ff7- (77 - ' S -- - _ 2.(Z C. _ - �rrveuJ Z__r3_r7 , f x 3 ` 3' I , i i 7 L.F -- / 6-(h'.e5 I - @ Zo-a' Ea- 2,,,m c0+1 i4 (,F cjp 45-.3cl r 71, zD i SARTvlz ELE it Scf/Ool_ �g Shy Qs(+ > Hr Fsc-1 L PRIV,4 51 M 7f 38.66 Ir<o,P T- 66 _ R��- _ 5• a� 32_.Lg c n L o < e ! r Z9 . 80 , f<lh - 1 Q G � - sic n;dai� c6 s�tio �7 - II L I 40T ¢ E,lt cB R i -- _. ---- F - -- —r-I—�— --- + r. G, 5 wt 1 3' L I I I a .. ,y.11S i ss� zgt?-9, Zo. 757 cT- NWV4, SEC 17, T 23 N, R 5 E, 1 C3 7y?E 1 L riPE r Ez 3 rE(iz "E� = 28.4y 5 Z`l riz , zo.?t' LT- E�t 28.CoZ I R N� F� _ 3t. o � STA. 29+04 O Z7. 14 STA 74+50 15 I 7 2 7 } 400 ° , ` < , m_ r (V 28 g r h o # 29CN .To?W*Mi- - . rt : is.9b. xE Sream 28 2 y . % W / o_ o.a .r- w it s / ex,5-n MCI C 6 Srrt Z8 f 29 +6* T7 ov. za t!L z o.75 r Nm TII?E _ E DA L L 3Z.5-7 (n'"w) = 29.11 rvJ - Z`t,o-1 STA. 29+04 TO l STA 74+50 . - • . GQNR�BRNIN+-IMVMXTFlPi1 " CURB RE N ELEVATIONS !. j �i I I; �6 CURB RE N-ELEVATON$ r,LT a STANDARD nANFo°e mr¢RwTE z). NWV4,.SEC 17, N,R 5 E,W,M. - r. 1, I c DRIVEWAY RENT ON STA.30. IMr T) 32.24 a _ ar9•sr3r• k-0 r _ S A A• 122'L i S7AilD1 NOTN TYPE t STATION WIDTH TYPE i.arip 3J6 '� I '� �i � 2"]s iT m ASS DDEENNT AL z9+24,0 LT is COMMEERRCIAL EC1A La IS6W P.T.STA. 2r..' ]L5T I:MY I F- I JBST: 2 REMOVE EXISTING CURB. GUTTER. SINWALK. ARE) DRIVEWAY, I PLT ST Il+OSAS I 3L34 1 - A28+Ot 1% 3S1 + iI 1 i � N w P 3 CONSTRUCT NIEEL.CHAIR:'CURB RAIDS PER CITY OF RENTOR STANDARD PLAN FOOS. y kP M1 %I 1 F t IYATION TYPE t STATION ' TYPE t STATION i m A. u H �i I I `� - Y A74+5) '.� EL.,30 3 f is I-- IN .I_---- Ca90',M'6Ny� 30++0.5 ETSRTI 8' WINGS 31+03.5 IRT/ 5' EMS 119.42.5 IRD , TYPE r r.. : r 1 - 1}" I ..' A 'i li Q R-IOw IIT.66.5�LLT6flT) 6' WINDS 31+OT.5 (LTI B• WINGS 6' WINGS V ^ � yJ� IIr 1 �- Z h I A �aIQOP . MATCH EXISTING CURB..GUTTER, AND SIDEWALK AT EXPANSION JOINT. Ig -�N 5 WATCH EXISTING CURB AND SIDEWALX AT EXPANSION JOINT. 2 15 ( 7 12 'f /.CL/J ;� •cP ce =e E s Nil II .I i` I r 6 v RIB IJ 12 E ` I Q v REMOVE APPROX. 2 OF EX COW. RETAINING HALL AND MATCH GRADE OF PROPOSED BACK Di SIDEWALK, i I 1 I I I 3 4 7 MATCH E%ISfiHG PRIVATE WALK. _ If G C RxiR 'J _ �9 �, 2 W S. EXISTING POWER VAULT TO BE ADJUSTED TO GRADE OR RELOCATED BY OTHERS. - ' N -'„ ': ,.•w,,. ;:; ; •, Y - y� 9 EXISTING TELEVISION PEDESTAL TO BE RELOCATED BT.OTHERS. .. .. f w - y.. _ - _ 10 EXISTING'YONITORING WELL TO BE ABANDVNED BY OTHERS. a ' '�� .e b E s 1 b 5 - N 11 EXISTING TELEPHONE MANHOLE TO BE ADJUSTED TO GRADE OR RELOCATED BY OTHERS. I. x m f 6 \\ \� - PARK AVE. N JTR + 12 AP%10%IYATE CUT/FILL LIMITS.' _ ':w f. 13 6 STA. 29+63.8 0.T), CONSTRUCT SINGLE BUS SHELTER FOOTING PER DETAIL ON SHEET +. N 0+55'02"E -- IFXO ,j + _ _ _ I. ADJUST EXISTING MONUMENT CASE AND COVER TO GRACE. -. A' E - � - 5 REMOVE AND REINSTALL EXISTING FENCE S NECESSARY). 1 t Z ; a \\l �• ;; •*�, \,; > 5 3 y } r __ W RIB RESTORE CURB BEHIND NEW SIDEWALK, BUS SHELTER FOOTING, AND STREET LIGHT PAD. : t ' #y' z _ O WATER NOTES: ' • Iw -- '-$ + Nv 2 J 1 CONSTRUCT WE WATER SERVICE WITH TYPE it COPPER PIPE PER CITY OF RENTON c=0 ;I" `i 4 �P > 2 STANDARD PLAN SIM BLOT, AND 8109 AFTER NEW WATERMAIN IS TIED IN. RELOCATE � P F - EXISTING METER. INSTALL NEW METER BOX. 3 2 2 T B csL c c I •I t � i - •CSTATION t OFFSET SERVICE SIZE EX. TYPE `.� [1�•FJ ( ] T 'e q, `, '^r.�y 1 :r.. _27.g3 5 28-5'-LTBY .'1 COPPER / PER 7 7 l _ J I2 1 I i _ _SAS LT :i COPPER :. T �P T 6 I ' 1� / 3 ry• m YM1' 29-T5.0 0 28 5'PT w COPFEER I/ �� 7-/1 I - I ' 6 '29.34.0 - -"30.SRT v C(WPER 1 V 336 Iml r 2 2 1 + a 5 I 1 ^ J - 'A. 7 mg 1 I 29+515 31,7"flT -V COPPER.. - r .1 12 1 T g 29♦99.D 2L51T I'P COPPER - f J 1 :• a : 9 30.01.5 26.51T Y.'I COPPER -� I ( 30+33.5 37.I'RT - 1'0 COPPER 91+33.0 -40.51RT 1'+ - COPPER 1 8 2 STA. 30.28 (37.3- RTI. REMOVE/SALVAGE EXISTING FIRE HYDRANT. INSTALL NEW,FIRE - j - - ,CURB RETURN ELEVATIONS 5`- -�' 1 5 URB RETURN ELEVATIONS HYDRANT ASSEMBLY AS REWIRED. - _ EDA P,63TA W+R.00 13126'RTI - 3L90 TA II I TA 1 7 P. .STA L8.59"FCLT.TI 32.52 3 STA 30.55 (IS' RTL. INSTALL 16- VALVES AND FITTINGS AS SNDWx 1 SEE DETAIL G STA 29+DI + ..`�111 1 I - pa90`OP26' SLN6 .SHEET D. - - r STA T4+80 1 32.E R+A3ar :`I I Ra25.0p' ' - T"A A STA. 30.55 (IS- RT). CONSTRUCT 30 LF OF 8" DAM. CL. 52 DUCTILE IRDN WATER,MAIN, . . ILDT Mitt. AND FITTINGS AS SHOWN TO.CORRECT EXISTING 8' DUAL PIPE AND VALVE TO. P.T.STA a." I2VRT) 32.11 L=15,0.• 0' P.T. TA 9+2LDO WWTI ]L9B MEW.IV WATER.MAIN(SEE DETAIL G. SHEET 7). ADJUST EXISTING VALVE TO GRADE. '1 11 _ I r bS9.S0' DEFLECT.V D.I.P. WIN. 8' UNDER EXISTING UTILITIES 5 REMOVE EXISTING WATER.VALVE BOXES. 1 I : 6 ADJUST EXISTING WATER VALVE BOX TO GRADE. . - O STORM DRAINAGE NOTES: I - - I ADJIRT EXISTING WHALE TD MADE. . 2 ADJUST EXISTING CATCH BASIN TO CRANE.z2 - w ♦ f 1 o. o I o' - I' wo 3 REMOVE EXISTING CATCH BASIN. PLUG ALL CONNECTING PIPES 2 ---+--- W H STA. IIT+TO 121.5'RT). CONSTRUCT NEW CATCH BASIN TYPE 1. CONNECT TO EXISTING MANHOLE STA 30!81.5 1 N Z` + o ♦ +dr a (2 119' LTI WITH=15 LF Ofl12' DIAMETER REINFORCED COTESIOPM DM 50E: IN PIPE AT 0. - W -' - - aF 5 STA. uT+T0.5 (21.5' LT). CONSTRUCT NEE CATCH BASIN TYPE 1. CONNECT TO NEW CATCH BASIN STA 31.60 W UY FINI 0 GRADE Ta. n w (21.5' LT) WITH 56 LF OF Ir DIAMETER REINFORCED CONCRETE STORM DRAIN PIPE AT 0.501. b - BED CROWN - _ 1 _ - --=' 6 STA. 3 44 (30.75' RTL CONSTRUCT WE CATCH BASIN TYPE 1. CONNECT TO NEW MANGLE STA 30+61.5 All - L=19 IT ' N U1' RD NTH 19 LF W 12'DIAMETER REIKORCED CONCRETE STORM GRAN PIPE AT.0.50L 0.0050 ----. + T STA. 30.61,S 0I'RD. CONSTRUCT NEW CATCH BASIN TYPE 2 48- OVER EXISTING Ir DIAMETER STORM 41 10 DRAIN PIPE AWL-INSTAL SOLID METAL COVER. 8 2iA531LTIi°WITH 56RLF OF 2T DIIAAWTEER REINFORT WE CATCH BCEDRCOOWIRETE STORM CORRECT WN TO NEW AT 0,5�py91N.5TA LT50 ttl - OTtF 16'P D.1. CLASS 5Q PIPE W N °IBM O.L CLASS 2 PIPE GENERAL NOTES: Z _ GOLF . W EX. t IN OfILE - I ,. + -. I Z_ I EXISTING UTILITY POLES SHALL BE RELOCATED BY OINFAS ISEE SHEET 30 FOR LOCATIONS). ti CO J 2 RESTORE ALL DISRUPTED,AREAS BACK.TO EXISTING.CONDITIONS. k 1- WEAR.3 ALL NETT W/TERMAIN AND FITTINGS SHALL BE ENCASED WITH BLACK POLPOLYETHYLENE' NC. BASE a Q A ALL EXISTING WATER BOXES SHALL BE REPLACED. EXISTING V DIAMETER WATER MAIN ` I I m TO BE ABANDONED AFTER:SERVICES ARE TRANSFERED. 5 ..RNI MAINUI SLOPE SHALL BE USED FOR DRIVEWAY ADJIISTIENT ON PRIVATE PROPERTY. _ HQRIZ 1'=20` 20 10 0 20 AO 6 1211 MAXIMUM SLOPE SHALL K ED FOR SIDEWALK ADJUSTMEWT OR PRIVATE PROPERTY. .28 7 FOR TREE WELL LOCATIONS SEE LANDSCAPE PLANS. VERT,. .. X76 W Y.O - � f 10 0 : 10 20 - At"i 33.y JJ G6 3z.9N 32 eo 1 3z.Ri 3z i3 32.5J 3z 33 1 32.20 �•� �� ♦ i CEfY.OF REKTON .. ^x:3118 3 3s 31.21 J3 OT 32..91 321 4 a • .. = `•. pUlyO/BLWOMG/PIlL1c WERKS DEPARTMENT PARK AVENUE NORTH • 31+00 - BRaNsoN WY NORTH TO NORTH yr BBWET =1-1 FL Sz.a 28+00 29+00- 30+00 '+er„L..•r`. r.,..r°•• TIN DF MO OF PAR LASE T.O.C..LEFT a RIGHT ,a p1ATp1 NJD PROFILE T lax OF PARK AVE. THE ER XxxX REPRESENTS VCURB HEIGHT �a STk 27+50 TO STA 31+50 +'+ 1. THE BASED O TA COMBINATION AND PHYSICAL DRAWINGS, SHOWN ON THESE PLANS %%'%%• REPRESENTS B' CURB HEIGHT L-2+�'�J � - RECONNAISSANCE. BASED ON E. [M FIELDS R RECORD DRAWINGS, AST AVAILABLE FIELD - ¢som EDA BATD (a.ANu. RECONNAISSANCE. AND SWAY B DIFFERENT. NT15 IS THE BEST AVAILABLE INFORMATION, E N T -R -A N. C O ' - wM' BUT ACTUAL BETWEEN IA WAY CONDITIONS A THE CONTRACTOR WILL ENCOUNTER 1H%lECT N0. YLLO AS srNr. Rasr WILL NOT BETWEEN IS FOR A CLAIM AND THOSE SHOW THESE VARIATIONS of-0F.N T WASHINGT' • SCEp6TT NAWf1R5 FOR0e5 - XI[GfA rr WILL NOT BE THE BA515 FOR A CLAIM FOR EX11N COMPENSATION. 6VK74+ TO WASINCTUI 1AIZDM CµFOPNA A/IRWrm, . STw TN+50 Wl 11tTM7'1 Br Nfll PtIE 9QT, 13 Q. .� CA c8 £x�r ! SWV4, SEC 8, T 23 N. R 5 E, W.M. -EVATIONSpob srA� 'd+Zq, 241.10f ►` 9 CURS RETURN ELEVATIONS T) 3224 CI',.�TY'E L1OZ1 P.C. STA. B7+6T.81(22LT) 31.45 32J5 K Ec tia.wuc F,dr: :_ (Loc.*E Exo'nw) ?..Pc I 1 31.52 31.86 =- 30.3 Auo � YfiT/ONce) + 3L8531.57 rllcT fG 0wS EGt 4 32.27 31.51 P.T. STA ' 31+06.05 ( 2'LT) 32.34 N w _ iSTA. 117+52 N- Z4C.F l2r'9�T/+r `GoN✓fcT " 'MATCH EXISTING A=90'04'54'i 4 Q , ,� I R=10.00' r co A ^ 4 j I L=15.72' 16 yE 31 13 I Y ;0.63 (6" E) 4 G I IS _ 3 — 1 IE 7.94 (Nf; F— (5) 2 w 0 0 4J V 'S\• ri W 5 — lW II x ao I 1�27.87 04 O rb n + — ': S 3 r M Li t ( 3 -3r �.57.-2 E o Q y s Z - - 2 a ,tip,• ,y'1, 3 6 - / y 2 4�r �1 I J 3 .� ( 7l 9 10 � ' r 31.23 5 IE 28.02 8 — I5 CURB RETURN ELEVI TA I I +63 - STA. 118+67 P.C. STA. 118+59.08 (22'LT) W 1,09'10 . _ } _ Sao — 1 ' CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: May 9, 1995 TO: FILE FROM: Mike Dotson SUBJECT: Park Ave Storm Connections at 212 Park Ave Investigation of the catchbasin connection at station 20+10,38'RT determined the following 1. 212 Park Ave; a connection for the private system in the parking lot area was not shown on the design plans. It apparently was not connected into the old system within Park Ave. Therefore no connection was made to the new system. 2. A locator was inserted into the catchbasin outlet line a distance of 58'. It was not determined in which direction the outlet line is running 3. Water was run into the catch basin to see if a outfall could be determined. The water was not detected in any of the surrounding systems( the system in the alley between Park and Pelley or the sewer line in the same alley). PARK.DOC/MD r -ra.w I Z _ I T=15.01' L=23.56' 4 nl .� �I I I 4 TA I + 4 l= FL 5TR Z3+Bz ,z0,76' L 7A I + 4 I I' a�i II I STA. 4+14. 2 PARK N= 9 GBH` rya = I STA. 11 +00,00 N 6 sEL. 34.15 �IMEL = 33.1`1ir \V 1 ' PA XIN� t 2 3 05 TFGL'�/V)s48.6°I I TE /Lrt5)_ 29.7Y Iw ;t.3 - - - - ` t { a I i N T W 5 LI (12" E) m :•. 0 J .. .>.: W Na �•, , F�&.. s= ,98 S: a rt oat'r+;��4 h4 2r`� 75��' 4? N �' c, 6 2 S r Ln 1X� 3MCI Z TE LlL" 1� cR r -48 "' - " I "' S # 4 s- v „-,, 25 coE) N 0.57 17" -E 0 j �!n �l = 33 6t' I O - C N 7 J1�a 3 E C(�Z•ti b J Emoaft)Sn N - - -. '. yP' r yS' I . - ,� Q CI .,, a Z7,6G lY - •- � Z5,51 � F�d W Z z E S'TAr V _ f t I - I I z3tgz,Zo.75 eT Q .Rr.i.., u, _ _ - p\ 7YYE 2 S b iM .3 , EC = 33 1 h.�. 1 nc,. i 3 G3 7-7 A Ti�p I I I , ..� 7rF-C I z"w,z -�7.0 (1 t STA. +46.0 II. L I Ii =89 59 14 4 4 '! i w !I` A=89'58'31" R=15,00' i1 i (] �T 110�1 R=15.00 T=15.00' �,I I 5TA. 110+55 o f MATCb NISITNG T=14.99' L=23.56 MATCH EXISTINr;. ..,_I.. _. II'i I M o I L=23.56' CURB RETURN ELEVATIONS 7 (N I CQP3 RETURN ELEVATIONS P.C. STA. 23+81.32 (22'RT) 33.91 I INI I ' I P.C.',.•'A, UO+36.98 (l8'LT) 34.21 33.95 ' (V I I _ 34.24 /4 34..117 5 ..r 1 _ ': _ I - _ 34.10 P.T. STA. 110+36.99 (18'RT) 34.21 I �i ' I 33.98 (-F.T. Sifn. 24+47.30 (22'RT) 33.91 _ 9-^L � c6 T r,x- - ---_ _ £xrSrG�✓C� sDMd I 1�(Iz _ 01 2 N 1 �`F. ' r 50 W SEbz,"z�, Z _7'7 E (I _LLJ - -- - 2$.�1 h (New) Z CC It a( I z N i ?TA 21}t 7 �,75 L'r 40 I W 4� T1PE N 16" B,V. W/ 3 FINI HEO CONC. VAULT Trw tl.' 33' PRO OS C rn II r. ,2 - --- - I- � l �(Iz = c� 1 - 7' 30 a r ;54LF 16"� I CLASS 52 P 336LF- IE A Z X �) �I 20 _ I i � i STA' Z�] �,� a ; Z cF 2 ;oaM J Yam F = . V1 , 10 Cgs _ I-rY?E L CBS p-Q CE( Iz" c YE/t ro Z7, to _- __-_--...__ --I--___ __._._.�_-___... __ZJ•StL._.. . _ -- IZ1i- .t 7G.1J_ L" _ __ - T.O.C. LEFT 3187 33.62 3364 CL. PROFILE 34.33 34 19 I 34.06 33.i93 I T.O.C. RIGHT 34.00 I i 33.90 33I68 �A +42C/6 94 �r 6 M E Er_Lr CB TY'E I�O/w) R,r-a = 3S 'I4 PARK AVENUE NORTH w o � 147 PARK AVE N 145 PARK AVE N Z � � 1011 N 2ND ST PARKING / MIC I F— w LLJ N 3683.14 d o 9 � E 4268.78 LW �� 10 U Q a:CITY MON # � LLJ 1 2 1 1 QS �— � LLJ 1 4 N rn W CO . . 31 31 a V) a CONC. Q CURB R MOVE & RE LACE 5 Z 2 STORY E ALLEY PA MENT 31 N = BLDG = Q k� 0 _ o �� " 5 CL G AG o rl Y < fr— D8 Q m m y . z �h ib c� � v I c C o c°n c� zo Z o - - OLLY T4. REE G - U) GRAY -1 PAD 2" RIM 35.03M GARAGE c/) � RI 33.25 CB � J IE 30.98 0 < o o_ IE 15 RIM 35,59 � C� a ;5.10 6' CEDAR IE W 31 .79 0 �� d •1 Y ASPHALT o FENCE IE N,S 31 .79 u� o c� 10" BIRCH cn z < PARKING 5� j4z /Sa' Lr CB r' i,.,srrut niece Ts"t r RIM 35.85 O a> a c� i DECK GARAGE �,,, = 3s•73 (^ArGHE„Sr" U� IE W 33.20 N� z T,E = 31, 56 (k'' E) Ns"' IEr E 33.05 3 rAYS o ` n.�e e.,sh \ O a> a o 3 D N a v 6' CEDAR T t(� tJ�' 3i .o( �/ o f Qm = 2 REMOVE EX. CB v1ENT I FENCE T.E 8" can( ey4l )= 3�.30 31 REPLACE W/ NEW 16 `� _ ¢ �' - cr Y 1.5 .5 W TYPE II CB 14 15 00 � 0000 13 126 PELLY AVE N 124/128 PELLY AVE N 118/NEWPpUPLEXVE N MIc 132 PELLY AVE N NEW DUPLEX cn N 3683.98 N E 3981.77 CITY MON # PELLY AVENUE NORTH N13683.98 •I 132 PELLY AVE N I 126 PELLY AVE N I 124/128 PELLY AVE N I118/120 PELLY AVE N E 398r.77 • NEW DUPLEX *W DUPLEX . CITY MON ,y -LLY AVENUE NORTH PLAN SCALE 1 " = 20' uLn-) �- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . wo � w. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Z L3o /so LT cif + d F- W ?� recrAGt- NN.v 7YPE I Lai V 7 w - 00 O RA'1 SS• J3 rNll7c/• iXASfiAf� frA'AG� N r _ W O CD 7 O W Q TE; ;I.SO �G„EJ meow � N Z m 0`' O m w . . . . . . . . . . . . . ... ! r7 ?. H < (,o . 06 7 r ^ N — W C) O !` . . .rc�.6) N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :L =3A.D �MARM EK. U� m ��•� Q Cn . 00N � . . .N. . . . . . . . ] . . . � — O 0 Ln -H /�to �� !-'r B"CNe , &X,STn.11(,3i,Llj (!7 U Z Ul w DZUI W � LLJ m O' N (n AsLu Lu ZIn tLj Z to T : (n W ) - + - Q ) -v U) 00 00 Co n _ z Q > w N : N PROPOSED G DE w 0 N N N N N O Q W W W X c� c� o, . . . . . . . . . . . . . : �. . . . . . . . . . . . .v� 4 w w � — w w w EXISTING RADE wWwWw z - - - - - cn � wz (, cn � - - - I . . . . . : . +0.45 % SAN SEWER 35 . . . . . . . EX. 8 VCP — EX. 8 - STORM_ -DRAIN — — — — — — — — - - ----- - - - --- -------- - -- - = - - ------- ----- -- ----- - - - -- ---= ' "='- --'j"' -- - - NEW 8" PVC SANITARY SEWER 300 LF ® :0.40% 3 . . . . . . . . . . . 25 . . . . . . . . . . . . . NEW 12 SD U o Mto 45 LF 02.69% o�� N ' lC) I � 00 J � �' J - J �' J W In [T O (D � � Of of uJ � � O) V1 + � . . . . . . . . . . . . . .� Q . . W � W � . . . . l il �. .� N . . . . . . . . . . . . . . . . . . . � t10 . . . . . . . . . . . .� trJ . LiJMj (/� ��FC75 .r7 � '' ON �- 1 3 + w +: W + w + w � W � wm W (D + Q �Ss QOarQO + N FQ- O QQtn m � (A (n � mr Nr m � � � � � cO0 oN/ F- d F- W W w Q W Q N Y t(y (n (!1 j[ W Q W Q' W Q W Q : p Q p Q O F- 9 F- Q 00 EXPIRES 3/26/9= — U r7: U r7 Q F7 C) — U p F<s F- F- (n m Vil m m Ln (n (n F- W Q _l. O -1 F- J O J W Q J (n m (n (n. (n (n (n UI . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .(n LO. . . . . m.W LL- W . . . .m W. . . . <L W . . .> m.W . . . . . . . . . . . . . . . . . . . . I . . . . 14+00 15+00 CITY OF RENTON PROFILE HAMMOND, COLLIER & WADE- LIVINGSTONE ASSOC., INC. DEPARTMENT OF PUBLIC WO SCALE 1 " = 20' H CENTRAL RENTON SEWER REPLA( 1 " = 5 V 401E S A 98103EWAY N. WWP - 34 - 0513 SEAT(20 WA 98103-8090 (206) 632-2664 acw-L ALLEY BETWEEN PARK AVE N & PEL ' FROM STA 12+00 TO STA 16+` RECOMMENDED FOR APPROVAL DESIGNED: RE DATE: 10/19/94 FILE NAN - - --- - I ILA Ill I Ave- N _ z 4 - -47 ?2s•� -/s g.37 1 1.42ey XI t.fTO%Y 7-0pj� Aoat�s+ — PKAVCOk3J(LS • CITY OF RENTON Department of Planning/BuildinglPublic Works CONTRACT CHANGE ORDER AGREEMENT CAG 94-029 CONTRACT: Park Avenue Norm Improvements Change Order 2-E EDA—North Renton Industrial Access Phase 2 CONTRACTOR: Scoccolo Construction,Inc. SUMMARY OF PROPOSED CHANGE: The scope of work associated with this change order consists of installing additional stonn system improvements to connect private storm systems which were disrupted in the system constructed per Schedule D(Change order 2), The work includes installing one new Type 1 catch basin,approximately 55 linear feet ofkch CPEP storm pipe The existing catch basin at stations 16-42,94 feet left is to be connected as sham on the revised construction plans. The additional work will occur at stations 1&42 per the revised construction plans. The new storm system shall meet the specification requirements for aquifer protection. The change order includes the unit bid prices previously agreed to in Schedule"d'. The Lump Sum bid hem prices were agreed upon by the contractor and engineer per a phone conversation on4J21M The contractor shall employ alto Ito rimmmne damage to the parking lot. SCHEDULE D Item Bars Description Unit Est. Unit Total No. No. Quantity Price 401 Contractor Surveying(construction L.S. 1 $350.00 $350,00 staking and as-built survey) 403 Traffic Control L.S. 0 $0.00 $0.00 404 Trench Excavation Safety L.S. 1 $500.00 $500.00 405 Pavement/Gutter/SidexalWDriveray Removal for crossing S.Y. 0 $0.00 $0.00 406 Pavement Saw Cutting(crossings gutter,sidewalk and parking lot) L.F. 55 $5.30 $291.50 407 Cold Ma Ton 8 $10.00 $80,00 408 Gravel Borrow Including Haul (Trench backfill if native is unsuitable) Ton 80 $8.5D $68D,00 409 Crushed Surfacing Top Course(CSTC) Ton 15 $8.20 $123.00 410 Incidental Concrete (crossings only,removed and installed) C.Y. 6 $100,00 $600.00 411 Incidental Asphalt Concrete Pavement Class"B'(5-inch pavement base trench restoration) Ton 15 S50.00 $750.00 412 Corrugated Polyethylene Storm Sewer Pipe 6-inch Diameter L.F. 55 $25.00 $1,375.00 413 Pi Beddi Ton 50 $11.00 $550.00 415 Catch Basin Type (includes installation of manholes with water tight rubber gasket joints between If sections and butumastic coating of manholes) FA. 0 4iQ09- $&fig 417 Aquifer Protection Measures for Change Order Additional Work (Includes water tight epoxy grouting of all pipe emrdnces through walls, leak testing of pipe,catch basins and manholes and any other incidental costs.) L.S. 1 $750.00 $750.00 418 Curb 8 Gutter removal and replacement L.F. 20---(J -65a= et run m p 421' Sidewalk and/or Driveway replacement L.S. 0 $0.00 $0.00 'New Bid Items SUBTOTAL $7,04950 8.20% SALES TAX $578.06 TOTAL: $7,627.56 Page 1 • ; rvp= 3�. 40 �� 33.46 pl.S,B'L I _ i $LM Top �/4/ r{Z.217N✓ -75" �Z.JrI ZN 7pO:�q \ NNN ��I- 32�a F F F __= b NNN o^o N 35. 74 rrr Oar N N N �a •i • 56 31 s.74R � r : 3 �•s L L �S I5J • CITY OF RENTON Public Works Department CONTRACT CHANGE ORDER AGREEMENT CONTRACT: PARK AVENUE NORTH IMPROVEMENTS (CAG-94-029 ) Schd. "D" C.O.# 2 CONTRACTOR SCOCCOLO CONSTRUCTION SUMMARY OF PROPOSED CHANGE: The scope of work associated with this change order consists of installing additional storm system improvements to connect private storm systems to the new storm system constructed per change order 2 to the Park Avenue North Improvement Project (CAG-94-029) which established Schedule "D" of the contract. This change order is the second change order to the work associated with Schedule "D" of the contract. The work includes installing approximately 58 linear feet of 12-inch CPEP storm pipe. A CPEP 12"x12"x12" oil/water separator tee fitting will also be installed in the existing catch basin at Sta. 28+29, 37 feet right. The additional work will occur at stations 28+29, per the revised construction plans, to install a private storm system serving the Satori School owned and operated by the Renton School District #403. The Type 1 catch basin installed on the 12-inch storm system main in Park Avenue North will be paid for by the City as part of change order No. 1 to Schedule "D". The cost of the storm system from the main line to the Satoda School will be paid for by the School District. The new storm system shall to meet the specification requirements for aquifer protection. The following is a summary of additional quantities and estimated cost associated with Schedule "D" change order No. 2: SCHEDULE DESCRIPTION QUANTITY UNITS UNIT TOTAL "D" C.O. #1 PRICE COST ITEM No. $ 1.0 Contractor Surveying (construction 1.0 L.S. $125.00 $125.00 staking and as-built survey) 2.0 Traffic Control 1.0 L.S. $100.00 $100.00 3.0 Curb removal and replacement 10 L.F. $15.00 $150.00 4.0 Trench Excavation Safety 1.0 L.S. $75.00 $75.00 5.0 Pavement Saw Cutting (crossings 88 L.F. $5.30 $466.00 onl 6.0 Pavement Removal for crossing 25 S.Y. $15.00 $375,00 7.0 Cold Mix 20 Ton $10.00 $200.00 8.0 Gravel Borrow Including Haul 20 Ton $8.50 $170.00 Trench backfill if native is unsuitable 9.0 Incidental Concrete 6 C.Y. $75.00 $450,00 (crossings only, removed and installed 10.0 Incidental Asphalt Concrete Pavement 4 Ton $50.00 $200.00 Class "E" (5-inch pavement base trench restoration) 11.0 Corrugated Polyethylene Storm Sewer 58 L.F. $25.00 $1,450.00 Pipe 12-inch Diameter 12.0 CPEP 12"x12"x12" OiINVater 1 EA. $150.00 $150.00 Separator Tee Fitting (install in existina CB) 13.0 Pipe Bedding 34 Ton $11.00 $374.00 ........... .......... ......... SUBTOTAL $4,285.00 ... ......... — 8.2% SALES TAX $352.37 IRENE: TOTAL $4,636.37 .. ......... ORIGINAL CONTRACT CURRENT CONTRACT ESTIMATED NET ESTIMATED AMOUNT AMOUNT CHANGE CONTRACT THIS ORDER TOTAL AFTER CHANGE SIGNATURES: Contractor: Date: Project Engineer: Date: Approved By: Date: Middy Syc s�naW HW %PARKCO3.0CC ESTIMATE 8 3 MAR 95 TO: FINANCE DIRECTOR FROM: PUBLIC WORKS DIRECTOR CONTRACTOR: Scoccolo Construction, Inc. CONTRACT NO: EDA 07-01-03375 CAG 94-029 PROJECT: North Renton Industrial Access Phase Two ESTIMATE NO. 8 Park Avenue North Improvements 1. CONTRACTOR EARNINGS THIS ESTIMATE $282,461.10 2. SALES TAX @ 8.20% (Scheduals C & D) $215.51 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $282,676.61 . 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $2,143,190.76 5. EARNINGS DUE CONTRACTOR THIS ESTIMATE ' $254,214.99 6. SUBTOTAL - CONTRACTOR PAYMENTS $2,397,405,75 7. RETAINAGE ON PREVIOUS EARNINGS $238,132.30 8. RETAINAGE ON EARNINGS THIS ESTIMATE " $28,246.11 9. SUBTOTAL - RETAINAGE $266,378.41 10. SALES TAX PREVIOUSLY PAID $53,705.74 11. SALES TAX DUE THIS ESTIMATE (Scheduals C & D) $215.51 12. SUBTOTAL - SALES TAX $53,921.26 • (50% x LINE 1) I` '• (RETAINAGE: 10%) GRAND TOTAL: $2,717,705.42 �i FINANCE DEPARTMENT ACTION: SCHEDULE A PAYMENT TO CONTRACTOR (From line 5): ACCOUNT 317/008/16.595.30.67.00[2510015460 $84,029.76 317/008/16.595.40.67.00[2510015460 $0.00 317/008/16.595.60.67.00(2510015460 $7,084.98 317/008/16.595.61.67.00[2510015460 $10,805.67 $101,920.41 RETAINED AMOUNT (From line 8): ACCOUNT 317/008/16.595.30.67.00[2510015460 $9,336.64 317/008/16.595.40.67.00(2510015460 $0.00 317/008/16.595.60.67.00(2510015460 $787.22 317/008/16.595.61.67.00(2 5 1 0015 4 60 $1,200.63 $11,324.49 SCHEDULE B PAYMENT TO CONTRACTOR (From line 5): ACCOUNT 317/008/16.595.30.67.00[2522215470 $52,655.40 317/008/16.595.40.67.00[2522215470 $3,645.00 317/008/16.595.60.67.00[2522215470 $38,573.10 317/008/16.595.61.67.00(2522215470 $55,055.70 $149,929.20 RETAINED AMOUNT (From line 8): ACCOUNT 317/008/16.595.30.67.00(2522215470 $5,850.60 317/008/16.595.40.67.00(2522215470 $405.00 317/008/16.595.60.67.00[2522215470 $4,285.90 317/008/16.595.61.67.00(2522215470 $6,117.30 S 16,658.80 SCHEDULE C PAYMENT TO CONTRACTOR (From lines 5 and 11): ACCOUNT 421/500/18.596.34.65.55245/55245/5460 $0.00 317/008/16.595.30.67.00(2522315460 ($11,064.191 ($11,064.19) RETAINED AMOUNT (From line 8): ACCOUNT 421/500/18.596.34.55.55245/55245/5460 $0.00 317/008/16.595.30.67.00(2522315460 ($1,126.701 (S1,126.70) SCHEDULE D PAYMENT TO CONTRACTOR (From lines 5 and 11): ACCOUNT 421/600/18.596.38.65.55015(6 5 01 515 460 $13,645.09 $13,645.09 RETAINED AMOUNT (From line 8): ACCOUNT 421/600/18.596.38.65.65015(6 5 01 515 46 0 $1,389.52 $1,389.52 THIS ESTIMATE Total Paid to Contractor: 254,430.50 Total Retainage: 28,246.11 Total: 282,676.61 CHARTER 116, LAWS OF 1965 CRY OF RENTON CERTIFICATION I, THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF PERJURY, THAT THE MATERIALS HAVE BEEN FURNISHED, THE SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBED HEREIN, AND THAT THE CLAIM IS A JUST, DUE AND UNPAID OBLIGATION AGAINST THE CITY OF RENTON, AND THAT I AM AUTHORISED TO AUTHENTICATE AND CERTIFY TO SAID CLAIM SIGNED: PARK AVENUE NORTH IMPROVEMENTS NORTH RENTON INDUSTRIAL ACCESS PHASE TWO EDA 07-01-03375 CAG 94-029 B A PLAN EST.#8 TO DATE BID EST#8 TO DATE BID ITEM R QUANT-P UUANT-8 OUANT-TD UNITS ITEM UNIT PRICE COST-8 GOST-TD COST-B SCHEDULE A (TIB & City only) 001. 30 1 1 1 1 LS MOBILIZATION $30 000.00 $30 000.00 $30 000.00 002. 30 1 1 0.9 LS CONTRACTOR SURVEYING $15 000.00 $13 500.00 $15 000.00 003. 30 1 0.1 1 LS TEMPORARY WATER POLLUTIONrEROSION CONTROL $3 000.00 $300.00 $3 000.00 $3 000.00 004. 60 1 0.05 0.9 LS TRAFFIC CONTROL $60 000.00 $-3 OOD.0-0 $54 000.00 $60 000,00 005. 30 1 1 LS CLEARING AND GRUBBING $17 000.00 $17 000.00 $17 000.00 006. 30 1 0.1 1 LS REMOVAL OF STRUCTURES AND OBSTRUCTIONS $11 000.00 $1 100.00 $11 000.00 $11 000.00 007. 30 230 SY REMOVE UNSATISFACTORY ASPHALT CONCRETE PAVEM $10.00 $2 300.00 008. 130 1130 5476 LF SAWCUTTING PAVEMENT $4.25 $23 273.00 $4 802.50 009. 130 100 134.3 TON COLD MIX $10.00 $1 343-00 $1 000.00 010. 140 4 EA ADJUST EXISTING VALVE BOX $100.00 $400.00 011. 30 1490 1 1203.6 1555.6 CY ROADWAY EXCAVATION INCLUDING HAUL $18.50 $22 266.60 $28 778.60 $27 565.00 M. 30 160 TON GRAVEL BORROW INCLUDING HAUL $18.50 $2 960.00 013. 30 83 LF TRENCH AND BACKFILL 1'WIDE x 7 DEEP,CRUSHED ROC $12.00 $996.00 014. 30 64 35 535 LF TRENCH AND BACKFILL 7 WIDE x 4'DEEP,CRUSHED ROC $23.50 $822.50 $12 572.50 $1 504.00 016. 30 88 45 45 LF TRENCH AND BACKFILL 2'WIDE x 4'DEEP,ASPHALT RES $24.50 $1 102.50 $1 102.50 $2 166.00 016. 30 88 -180 120 LF TRENCH AND BACKFILL 7 WIDE x 4'DEEP,CONCRETE R $25.00 $4 500.00 $3 000.00 $2 200.00 017. 30 70 TON CRUSHED SURFACING TOP COURSE $15.00 $1 050.00 018. 130 490 911.84 TON CRUSHED SURFACING BASE COURSE $12.00 $10 942.08 $5 880.00 019. 30 2160 TON ASPHALT CONCRETE PAVEMENT CLASS B $30.00 $64 800.00 020. 30 160 11066.73 1066.73 TON ASPHALT CONCRETE PAVEMENT CLASS E $50.00 $53 336.50 $53 336.50 $8 000.00 • 021. 30 170 60 243.5 TON INCIDENTAL ASPHALT CONCRETE PAVEMENT CLASS $50.00 $3000.00 $12175.00 $8500.00 022. 30 8900 SY PLANING BITUMINOUS PAVEMENT $2.50 $22 250.00 023, 30 4960 SY PAVING FABRIC $1.25 $6200.00 024. 61 260 83.7 83.7 SY I CEMENT CONCRETE DRIVEWAY,61NCH $19.00 $1 590.30 $1 590.30 $4 940.00 025. 61 450 59 59 SY ICEmrNT CONCRETE DRIVEWAY 101NCH $28.00 $1 652.00 $1 652.00 $12600.00 026. 30 30 55.5 137.5 CY INCIDENTAL CEMENT CONCRETE CLASS 3000 $100.00 $5 550.00 $13 750.00 $3 000.00 027. 40 13 EA ADJUST CATCH BASIN $275.00 $3 575.00 028. 40 5 EA ADJUST MANHOLE $300.00 $1500.00 029. 30 59 EA PSIPE-FRAXINUSOXYCARPA"RAYWOOD'(RAYWOODA $225.00 $13275.00 030. 30 59 EA TREE WELL $100.00 $5 900.00 031. 30 1 0.25 0.9 LS IRRIGATION SYSTEM COMPLETE $20 000.00 $5 000.00 $18 000.00 $20 000.00 032. 40 1830 1830 LF CEMENT CONCRETE CURB AND GUTTER-5'HEIGHT $6.50 $11 895.00 $11 895.00 033. 40 1870 1870 LF CEMENT CONCRETE CURB AND GUTTER-6-HEIGHT $6.50 $12155.00 $12155.00 034. 60 17100 2000 2000 LF TEMPORARY PAVEMENT MARKING $0.10 $200.00 $200.00 $1 710.00 035. 60 1600 EA RAISED PAVEMENT MARKER TYPE 1 $1.50 $2 400.00 036. 60 200 EA RAISED PAVEMENT MARKER TYPE lid $2.50 $600.00 , 037. 60 5 EA HYDRANT MARKER $7.00 $35.00 PARK n1/ENUE NORTH IMPROVEMENTS NORTH RENTON INDUSTRIAL ACCESS PHASE TWO EDA 07-01-03375 CAG 94-029 s A PLAN EST.#8 TO DATE BID EST#B TO DATE BID ITEM R OUANT-P OUANT-8 OUANT-TD UNITS ITEM UNIT PRICE COST-8 COST-TD COST-B 3 ADJUST MONUMENT CASE AND COVER $200.06 1 4 D.0 039. 61 2290 626 626 SY CEMENT CONCRETE SIDEWALK $14.00 $8 764.00 $8 764.00 $32 060.00 040. 61 12 EA CURBRAMP $100.00 $1200.00 041. 60 1 1 LS ILLUMINATION SYSTEM COMPLETE $34 000.00 $34 000.00 $34 000.00 042. 60 0 EA FURNISH AND INSTALL NEW LUMINAIRES ON SIGNAL POL $0.00 $0.00 043. 60 1 1 LS TRAFFIC SIGNAL SYSTEM COMPLETE-N 1ST ST AT BRON $7 300.00 $7 300.00 $7 300.00 044. 60 1 1 LS TRAFFIC SIGNAL SYSTEM COMPLETE-N 3RD ST AT BRO $7 500.00 $7 500.00 $7 500.00 045. 160 22 EA 6-FT X 6-FT INDUCTION LOOP DETECTOR $500.00 $11 000.00 046. 160 245 100 LF 1-11r SCHEDULE 40 CONDUIT.PVC $2.60 $260.00 $637.00 047. 60 10 130 130 1 IF 7 SCHEDULE 40 CONDUIT.PVC $20.00 $2 600.00 $2 600.00 $200.00 048. 60 10 LF 3-SCHEDULE 40 CONDUIT,PVC $20.00 $200.00 049. 60 58 LF 1-1rz•SCHEDULE 60 CONDUIT.PVC $5.00 $290.00 050. 60 56 161 LF Y SCHEDULE 80 CONDUIT,PVC $5.00 $805.00 $280.00 051. 60 55 1 151 LF 2-112'SCHEDULE 80 CONDUIT,PVC $5.00 $755.00 $276.00 052, 60 420 130 465 LF TRENCH AND BACKFILL $10.00 $i 300.00 $4 650.00 $4 200,00 053. 60 7 4 EA IJUNCTION BOX,TYPE 1 $175.00 $700.00 $1 225.00 054. 60 1 4 EA IJUNCTION BOY,TYPE It $500.00 $2 000.00 $500.00 055. 60 1 0.75 LS PERMANENT SIGNING $2 600.00 $1 950.00 $2 600-00 056. 60 420 LF 12-INCH PAINT STRIPE $0.75 $315.00 057, 60 880 LF 8-INCH PLASTIC CROSSWALK STRIPE $2.00 $1 760.00 058. 60 3 EA PLASTIC TRAFFIC ARROW $50.00 $150.00 059. 30 1 0.5 0.5 LS PROPERTY RESTORATION $10 000.00 $5 000.00 $5 000.00 $10 000.00 060. 30 660 66 CY UNSUITABLE FOUNDATION EXCAVATION INCLUDING HAUL $14.00 $924.00 $9 240.00 • 061. 60 390 390 390 LF #2 wire-Perminant Power C06 $1.98 $772.20 $772.20 $772.20 062. 30 1 1 1 ILS EXTRA SURVEY 00#8 $388.30 $388.30 $388.30 $388.30 Total A: $113 2✓/44.90 $412 633.98 $518 541.00 Ae. Page 2 of 9 PARK AVENUE NORTH IMPROVEMENTS NORTH RENTON INDUSTRIAL ACCESS PHASE TWO EDA 07-01-03375 GAG 94-029 BR A PLAN EST.08 TO DATE BID EST*8 TO DATE BID ITEM R QUANT-P QUANT-8 QUANT-TD UNITS ITEM UNIT PRICE COST-8 COST-TD COST-B SCHEDULE B (TIB, EDA & CITY) 101 30 1 1 1 LS MOBILIZATION $125 000.00 $125 000.00 $125 000.00 102 30 1 0.9 LS CONTRACTOR SURVEYING $20 000.00 $18 000.00 $20 000.00 103 30 1 0.1 1 LS TEMPORARY WATER POLLUTION/EROSION CONTROL $1 000.00 $100.00 $1 000.00 $1 000.00 • 104 60 1 0.05 0.9 LS TRAFFIC CONTROL $50 000.00 $2 500.00 $45 000.00 $50 000.00 105 30 1 1 LS CLEARING AND GRUBBING $1 000.00 $1000.00 $1 000.00 106 30 1 1 LS REMOVAL OF STRUCTURES AND OBSTRUCTIONS $10000.00 $10000.00 $-10000.00 107 30 1500 183.2 2621.2 SY PAVEMENT REMOVAL $15.00 $2 748.00 $39 318.00 $22 500.00 106 1 30 250 96.1 96.1 1 SY REMOVE UNSATISFACTORY ASPHALT CONCRETE PAVEM $10.00 $961.00 $961.00 $2 500.00 109 1 30 11336 M7551.15 LF SAWCUTTING PAVEMENT $4.25 42 925.00 $48 178.00 110 30 160 20.3TON COLD MIX $10.00 $203.00 $6 319.00 $1 600.00 111 40 28 EA ADJUST EXISTING VALVE BOX $100.00 $2 800.00 112 40 13 EA ADJUST EXISTING WATER VAULT $500.00 $6 500.00 113 40 5 5EA ADJUST EXISTING METER BOX $250.00 $1250.00 $1250.00 $1 250.00 114 30 7900 369CY ROADWAY EXCAVATION INCLUDING HAUL $12.00 $4 428.00 $86 736.00 $94 800.00 115 30 1290 TON GRAVEL BORROW INCLUDING HAUL $7.50 $56 633.63 $9675.00 116 30 120 CY ISTRUCTURE EXCAVATION CLASS A INCLUDING HAUL $16.50 $1 518.00 $1980.00 117 30 1 1 LS SHORING OR EXTRA EXCAVATION CUSS A $250.00 $250.00 $250.00 118 30 1 1 LS SHORING OR EXTRA EXCAVATION CLASS B $9 000.00 $9 000.00 $9 000.00 119 30 895 960 LF TRENCH AND BACKFILL 1'WIDE x 2'DEEP,CRUSHED ROC $9.75 $9 262.50 $8 726.25 120 30 2687 181 2395 LF TRENCH AND BACKFILL 7 WIDE x 4'DEEP,CRUSHED ROC $21.00 $3 801.00 $50 295.00 $56 427.00 121 30 106 305 LF TRENCH AND BACKFILL 7 WIDE x 4'DEEP.ASPHALT REST $27.00 $6 235.00 $2 862.00 122 30 123 -81 149 LF TRENCH AND BACKFILL 7 WIDE x 4'DEEP,CONCRETE RE $26.00 $2 106.0D $3 874.00 $3 198.00 123 30 12 LF TRENCH AND CONCRETE ENCASEMENT P WIDE x 4'DEEP $43.00 $516.00 124 30 6 10 EA EXCAVATION AND BACKFILL FOR r4r x 4'-W VAULT $500.00 $5 000.00 $3 000.00 125 30 1 2 EA EXCAVATION AND BACKFILL FOR 44r x T VAULT $500.00 $1 000.00 $500.00 126 1 30 3 4 EA EXCAVATION AND BACKFILL FOR 6-4"x it'-10"VAULT $850,00 $3 400.00 $2 550.00 127 30 430 31.1 TON CRUSHED SURFACING TOP COURSE $10.00 $311.00 $4 300.00 128 30 3870 3640.48 TON CRUSHED SURFACING BASE COURSE $10.00 $36404-80 $38700.00 129 30 5050 TON ASPHALT CONCRETE PAVEMENT CLASS B $30.00 $151 500.00 130 30 1430 45.8 935.4 TON ASPHALT CONCRETE PAVEMENT CLASS E $35.00 $1 603.00 $32 739.00 $50 050.00 131 30 820 109.8 618.8 1 TON INCIDENTAL ASPHALT CONCRETE PAVEMENT CLASS B $50.00 $5 490.00 $30 940.00 $41 000.0D 132 30 140 75 75 TON INCIDENTAL ASPHALT CONCRETE PAVEMENT CLASS E $50.00 $3 750.00 $3 750.00 $7 000.00 133 30 16800 15753.8 SY PLANING BITUMINOUS PAVEMENT $2.50 $39 384.50 $42 000.00 134 30 12240 SY PAVING FABRIC $1.25 13 $15 300.00 5 61 75 71 71 SY CEMENT CONCRETE DRIVEWAY, $25.00 $1775.00 $1 775.00 $1 875.00 136 61 680 473.4 561.3 SY CEMENT CONCRETE DRIVEWAY,101NCH $30.00 $14 202.00 $16 839.00 $20 400.00 137 1 30 1 200 1 22 118.5 CY INCIDENTAL CEMENT CONCRETE CLASS3000 $75.00 $1650.00 $8887.50 $15000.00 PARK AVENUE NORTH IMPROVEMENTS NORTH RENTON INDUSTRIAL ACCESS PHASE TWO EDA 07-01-03375 GAG 94-029 B A PLAN EST.#8 TO DATE BID EST#8 TO DATE BID ITEM R OUANT-P OUANT-8 OUANT-TD UNITS ITEM UNIT PRICE COST-8 COST-TD COST-B 38 39 GY CONCRETE CLASS 4000 $400.00 1 PTIM.00 139 30 3300 3171 LB STEEL REINFORCING BAR $1.00 $3 171.00 $3 300.00 140 30 16 46 CY GRAVEL BACKFILL FOR WALL $25.00 $1 150.00 $400.00 141 30 3 3 CY GRAVEL BACKFILL FOR UNDERDRAIN $100.00 $300.00 $300.00 142 30 10 10 LF PVC DRAIN PIPE,6-INCH DIAM $5.00 $50.00 $50.00 143 30 140 117 LF PERFORATED PVC UNDERDRAIN PIPE,6-INCH DIAM. $10.00 $1 170.00 $1 400.00 144 40 42 64 LF DUCTILE IRON STORM SEWER PIPE,&INCH DIAM. $40.00 $2 560.00 $1 680.00 145 40 4502 4289 LF CORRUGATE()POLYETHYLENE STORM SEWER PIPE, 12-1 $22.00 $94 358.00 $99 044.00 146 40 1252 1293 LF CORRUGATED POLYETHYLENE STORM SEWER PIPE, 18-1 $25.00 $32 325.00 $31 300.00 147 40 512 517 LF CORRUGATED POLYETHYLENE STORM SEWER PIPE,24-1 $35.00 $18 095.00 $17 920.00 148 40 1180 3319.92 TON GRAVEL BACKFILL FOR PIPE BEDDING $11.00 $36 519.12 $12 980.00 149 140 53 57 EA CATCH BASIN TYPE 1 $685.00 $39 045.00 $36 305.00 150 140 11 10 EA CATCH BASIN TYPE 1L $975-00 $9 750.00 $10 725.00 151 40 10 12 EA CATCH BASIN TYPE 2.48-INCH DIAM. $1 90D.00 $22 800.00 $19 000.00 152 40 1 1 EA CATCH BASIN TYPE 2,72-INCH DIAM. $4 100.00 $4 100.00 $4 100.00 153 40 1 1 EA CATCH BASIN TYPE 2,96-INCH DIAM. $6 800.00 $6 800.00 $6 800.00 154 40 6 2 5 EA INSTALL SOLID LID ON EXISTING CATCH BASIN $150.00 $300.00 $750.00 $900.00 155 40 10 10 10 EA ADJUST CATCH BASIN $250.00 $2 500.00 $2 500,00 $2 500.00 156 40 4 EA ADJUST MANHOLE $300.00 $1 200.00 157 40 28 25 EA REMOVE EXISTING MANHOLE,CATCH BASIN,OR INLET $150.00 $3 750.00 $4 200.00 156 40 1 3 EA RELOCATE CATCH BASIN $450.00 $1 350.00 $450.00 159 30 760 35 784 CY 2-WAY SOIL MIX $20.00 $700.00 $15 680.00 $15 200.00 • 160 30 110 46 46 CY BARK MULCH $20.00 $920.00 $920.00 $2 200.00 161 30 83 50 50 EA PSIPE-FRAXINUS OXYCARPA-RAYWOOD`IRAYWOODA $225.00 $11250.00 $11250.00 $18675.00 162 30 709 709 709 EA PSIPE-SHRUBS-2GAL $10.00 $7090.00 $7090.00 $7090.00 163 30 4137 EA PSIPE-GROUNDCOVER-4 INCH POT $2.30 $9515.10 164 30 49 EA TREE WELL $100.00 $4 900.00 165 30 1 0.1 0.95 LS IRRIGATION SYSTEM COMPLETE $40 000.00 $4 000.00 $38 000.00 $40 000.00 166 140 4250 4250 1 LF CEMENT CONCRETE CURB AND GUTTER-5'HEIGHT $6.50 $27 625.00 $27 625.00 167 40 4790 6115 LF CEMENT CONCRETE CURB AND GUT-TER-6"HEIGHT $6.50 $39747.50 $31 135.00 168 30 2 EA SINGLE BUS SHELTER FOOTING $500.00 $1 000.00 169 30 4 EA DOUBLE BUS SHELTER FOOTING $500.00 1 $2 000.00 170 60 1325 0.00 LF DOWELED CEMENT CONCRETE TRAFFIC CURB $7.00 - $0.00 $9 275.00 171 60 432 LF TYPE C BLOCK TRAFFIC CURB $6.00 $2 592.D0 172 60 49200 4052 6096 LF TEMPORARY PAVEMENT MARKING $0.10 $405.20 $609.60 $4 920.00 173 60 3700 180 180 EA RAISED PAVEMENT MARKER TYPE $1,50 $270.00 $270.00 $5 550.00 174 60 520 EA RAISED PAVEMENT MARKER TYPE Ild $2.50 $1 300.00 775 60 57 EA RAISED PAVEMENT MARKER TYPE 3, 10-INCH $20,00 $1 140.00 176 60 12 EA HYDRANT MARKER $7.00 $84.00 177 1301 3 1EA JADJUST MONUMENT CASE AND COVER $200.00 $600.00 PARK AVENUE NORTH IMPROVEMENTS NORTH RENTON INDUSTRIAL ACCESS PHASE TWO EDA 07-01-03375 CAG 94-029 B A PLAN EST.#8 TO DATE BID EST#8 TO DATE BID ITEM R QUANT-P QUANT-8 QUANT-TD UNITS ITEM UNIT PRICE COST-8 COST-TD COST-8 $ Tr�M 2� 4819 SY CEMENT CONCRETE SIDEWALK 4.ff- $39,921.00 $67,466.00 3 2 0. 179 61 18 4 4 EA CURB RAMP $100.00 $400.00 $400.00 $1800.00 180 61 620 195 195 SY CEMENT CONCRETE SIDEWALK WITH BRICK PAVERS $25.00 $4 875.00 $4 875.00 $15 500.00 181 61 260 SY CEMENT CONCRETE SIDEWALK WITH THICKENED EDGE $25.00 $6 500.OD 182 60 1 1 LS I ILLUMINATION SYSTEM COMPLETE $60 000.00 $60 000.00 $60 000.00 183 60 8 0.05 EA I FURNISH AND INSTALL NEW LUMINAIRES ON SIGNAL POL $500.00 $25.00 $4 000.00 • 184 60 1 0.1 0.9 LS TRAFFIC SIGNAL SYSTEM COMPLETE-N 4TH ST AT BRO $69 000,00 $6 000.00 $54 000.00 $60 000.00 185 60 1 0.1 0.9 LS TRAFFIC SIGNAL SYSTEM COMPLETE-N 6TH ST AT BRON $60 000.00 $6 000.00 $54 000.00 $60 000.00 186 60 1 0.1 0.9 LS TRAFFIC SIGNAL SYSTEM COMPLETE-N 8TH ST AT BRON $60 000.00 $6 000.00 $54 000.00 $60 000.00 187 60 1 0.1 0.9 LS TRAFFIC SIGNAL SYSTEM COMPLETE-GATE K-9 AT BRON $60 000.00 $6 000.00 $54 000.00 $60 000.00 188 60 111 1 EA 6-FT X 6 FT INDUCTION LOOP DETECTOR $500.00 $500.00 $55 500.00 60 AAAAA 1 LS MATERIAL ON HAND ITEM#188. See Imolc s lar Isis pay e l $7 505.78 $7 505.78 189 60 2060 1991 LF 1-12'SCHEDULE 40 CONDUIT,WC $1.75 $3 484.25 $3 605.00 190 160 1 '140 1 780 1448 LF 2"SCHEDULE 40 CONDUIT,PVC $3.50 $2 730.00 $5 068.00 $490.00 191 60 305 LF 2-m-SCHEDULE 40 CONDUIT,PVC $4.20 $i 281.00 192 60 390 180 LF T SCHEDULE 40 CONDUIT.PVC $4.00 $720.00 $1 560.00 193 60 115 10 I LF 3-12'SCHEDULE 40 CONDUIT,PVC $5.00 $50.00 $575.00 194 60 20 60 LF 4"SCHEDULE 40 CONDUIT,PVC $20.00 $1 200.00 $400.00 195 66 20 15 LF 4-12'SCHEDULE 40 CONDUIT,PVC $20.00 $300.00 $400.00 196 60 75 775 LF 1-12•SCHEDULE 80 CONDUIT,PVC $5.00 $3 875.00 $375.00 197 60 207 223 LF 2-112-SCHEDULE 80 CONDUIT.PVC $3.50 $780.50 $724.50 198 60 340 784 LF 3-SCHEDULE 80 CONDUIT,PVC $4.00 $3136.00 $1360.00 199 60 150 169 LF 3-12"SCHEDULE 80 CONDUIT.PVC $5.00 $845.00 $750.00 200 60 161 152 LF 4-SCHEDULE 80 CONDUIT,PVC $5.00 $760.00 $805.00 i 201 60 2690 1 855 3870 1 LF TRENCH AND BACKFILL $7.00 $5 985.00 $27 090.00 $18 830.00 202 60 24 1 31 EA JUNCTION BOX,TYPE 1 $200.00 $200.00 $6 200.00 $4 800.00 203 60 18 19 EA JUNCTION BOX,TYPE II $300.00 $5 700.00 $5 400.00 204 60 1 0.75 LS PERMANENT SIGNING $2 500.00 $1 875.00 $2 500.00 205 160 260 LF 4-INCH PAINT STRIPE $1.00 $260.00 206 60 1910 LF 5-INCH PLASTIC CROSSWALK STRIPE $2.00 $3 820.00 207 60 235 LF 24-INCH PLASTIC STOP BAR $3.50 $822.50 208 60 22 EA PLASTIC TRAFFIC ARROW $50.00 $1100.00 209 30 1 1 0.9 0:9 LS PROPERTY RESTORATION $10 000.00 $9 000.00 $9 000.00 $10 000.00 210 30 1330 438.32 CY UNSUITABLE FOUNDATION EXCAVATION INCLUDING HAUL $12.00 $5 259,84 $15 960.00 211 60 1 1 LS 24-CLEANOUT PER 00#3 $2 587.50 $2 587.50 $2 587.50 212 30 1 1 LS CONSTRUCT ASPHALT DRIVEWAY PER C004 $14 841.09 $14 841.09 $14 841.09 213 160 2725 2725 2725 LF #2 Wire-PermtmntPo rCONS $1.98 $5395.50 $5395.50 $5395.50 214 160 510 510 510 LF #8wlre-Tem PO rCON6 1 $0.83 1423,30 $423.30 $423.30 215 60 1 1 1 LS Se Lift Station Communkatlon Line CO#6 $950.00 $950.00 $950.00 $950.00 216 30 1 1 1 EA Irrigation Controller Foundation CO#6 $300.001 S300.00 1 $300.00 $300.00 PARK AVENUE NORTH IMPROVEMENTS NORTH RENTON INDUSTRIAL ACCESS PHASE TWO EDA 07-01-03375 CAG 94-029 e A PLAN EST.q8 TO DATE BID EST#8 TO DATE BID ITEM R QUANT-P QUANT-8 QUANT-TD UNITS ITEM UNIT PRICE COST-8 COST-TD COST-8 STORM CONNECTION COV 40.60 0 0 0.60 0 218 30 1 1 1 LS EIRRA SURVEY 0098 $1577.40 $1577.40 $1577.40 $1577.40 Total 8: $166 588.00 $1 593 573.91 $1 877 805.74 Y` • PARK AVENUE NORTH IMPROVEMENTS NORTH RENTON INDUSTRIAL ACCESS PHASE TWO EDA 07-01-03375 CAG 94-029 e A PLAN I EST.#B TO DATE BID EST#8 TO DATE BID ITEM I UANT-P QUANT-S QUANT-TD I UNITS ITEM UNIT PRICE COST-8 COST-TD COST-B SCHEDULE C (Water U81ity, LIMITED TIB) 301 34 1 1 LS MOBILIZATION $20 000.00 $20 000.00 $20 000.00 302 34 1 0.95 LS CONTRACTOR SURVEYING $10 000.00 $9 500.00 $10 000.00 303 34 1 1 LS TRAFFIC CONTROL $40 000.00 $40 000.00 $40 000.00 • 304 34 1 1 LS REMOVAL OF STRUCTURES AND OBSTRUCTIONS $90 000.00 $90 000.00 $90 000.00 305 34 2140 2307 SY PAVEMENT REMOVAL $10.00 $23 070.00 $21 400.00 306 34 4800 2414 LF SAWCUTTING PAVEMENT $4.25 $10 259.50 $20 400.00 307 34 170 111.6 TON COLD MIX $10.00 $1116.00 $1700.00 308 134 260 970 CY I ROADWAY EXCAVATION INCLUDING RAUL $18.50 $17 945.00 $4 625.00 309 34 1 1 LS SHORING OR EXTRA EXCAVATION CLASS B $1 500.00 $1 500.00 $1 500.00 310 34 1275 856.42 TON CRUSHED SURFACING TOP COURSE $8.20 $7 022.64 $1 D 455.00 311 34 550 -405 TON ASPHALT CONCRETE PAVEMENT CLASS E $35.00 $14 175.00 $19 250.00 312 34 20 54 77 TON INCIDENTAL ASPHALT CONCRETE PAVEMENT CLASS $50.00 $2700.00 $3850.00 $1000.00 313 34 2685 3329.01 TON GRAVEL BORROW INCLUDING HAUL $8.50 $28 296.59 $22 822.50 314 34 60 TON GRAVEL BACKFILL FOR FOUNDATIONS.CLASS A $10.00 $600.00 315 34 41 4 287 LF CL.52 DUCTILE IRON PIPE FOR WATER MAIN.6-INCH OIA $52.00 $208.00 $14 924.00 $2 132.00 316 34 276 257 LF CL.52 DUCTILE IRON PIPE FOR WATER MAIN,8-INCH DIA $26.00 $6 682.00 $7 176.00 317 34 53 56 LF CL.52 DUCTILE IRON PIPE FOR WATER MAIN, 12-INCH DI $52.00 $2 912.00 $2 756.00 318 34 2817 2773 LF CL.52 DUCTILE IRON PIPE FOR WATER MAIN, 16 INCH DI $60.00 $166 380.00 $169 020.00 319 34 2 2 EA GATE VALVE 6-INCH $450.00 $900.00 $900.00 320 34 11 8 EA GATE VALVE 8-INCH $600.00 $4 800.00 $6 600.00 321 34 7 7 EA BUTTERFLY VALVE16-INCH $1680.00 $11,760.00 $11760.00- 322 34 1 EA BUTTERFLY VALVE 24-INCH $3 450.00 $3 450.00 323 34 7 EA REMOVE 1 SALVAGE EXISTING HYDRANT $1 000.00 $7 000.00 324 134 8 EA RESETTING EXISTING HYDRANT $3 500.00 $28 000.00 325 134 9 17 EA HYDRANT ASSEMBLY $1800.00 $30,600.00 $16200.00 326 34 4 EA REMOVE EXISTING WATER VALVE $200.00 $800.00 327 34 7 EA REMOVE EXISTING WATER VALVE BOX $100.00 $700.00 328 34 9 9 EA CONNECTIONS TO EXISTING MAINS $1200.00 $10800.00 $10800.00 329 34 4 EA VERTICAL ADJUSTMENT AT EXISTING UTILITY $100.00 $400.00 330 34 70 70 EA SERVICE CONNECTION TYPE It $400.00 $28 000.00 $28 000.00 331 34 8 8 EA SERVICE CONNECTION 2-INCH DIAM. $1,400.00 $11200.00 $11200.00 332 34 635 10 CY UNSUITABLE FOUNDATION EXCAVATION INCLUDING HAUL $10.00 $100.00 $6 350.00 Total No Tax $11 267.00 $541 617.73 $576 996.50 Sales Tax: $923.89 $44,412.65 $47 313.71 Total w/Tax: $12 190.89 $586 030.38 $624 310.21 PARK AVENUE NORTH IMPROVEMENTS NORTH RENTON INDUSTRIAL ACCESS PHASE TWO EDA 07-01-03375 CAG 94-029 B A I PLAN EST.#8 TO DATE BID EST#8 TO DATE 310 ITEM R QUANT-P OUANT-8 QUANT-TD UNITS ITEM UNIT PRICE COST-8 COST-TD COST-B SCHEDULE D (Storm Water Utility Only) 401 34 1 1 1 0.05 1 L.S. contractor survey $5 OD0.00 $250.00 $5 000.00 $5 000.00 402 34 1 1 L.S. Temporary Erosion control $800.00 $800.00 $800.00 • 403 34 1 1 L.S. Tralfc Control $7 000.00 $7 000.00 $7 000.00 404 34 1 1 L.S. Trench Excavation Safet $3 000.00 $3 000.00 $3 DOO.DO 405 34 322 41 363 S.Y. Pavement Removal $15.00 $615.00 $5 445.00 $4 830.00 406 34 265 84 852 L.F. Pavement Saw Cutting(crossings) $5.30 $445.20 $4515.60 $1404.50 407 34 50 130.5 Ton cow Mix $10.00 $1 305.00 $600.00 408 1 34 540 1 366.83 Ton Gravel eorro r Including Ham(Trench Backfilg $8.50 $3 118.06 $4 590.00 409 34 470 Ton Crashed Surfacing To Course $8.20 $3 854.00 410 34 17 15 15 C.Y. Incidental Concrete(crossings) $75.00 $1125.00 $1125.00 $1275.00 411 34 206 2 2 Ton Incidental AshaftConcrete $50.00 $100.00 $100.00 $10300.00 412 34 1475 58 1593 L.F. Corrugated Pol eth ne Storm Pipe 1Y $25.00 $1 450.00 $39 825.00 $36 875.0D 413 34 700 490.9 Ton PI Bedding $11.00 $5 399.90 $7 700.00 414 34 19 1 20 EA. Catch Basin Type 1 $1 035.00 $1 035.00 $20 700.00 $19 665.00 415 34 3 1 3 EA. Catch Basin 7 2 $2 400.00 $2 400.00 $7 200.00 $7 200.00 416 34 14 13 EA. Remove 6isti Manholes,Catch Basins or Inlets $150.00 $1 950.00 $2 100.00 417 34 1 1 L.S. Aculler Protection Measures $3 000.00 $3 000.00 $3 000.00 CHANGE ORDER#5 401 1 1 1 1 1 L.S. Contractor survey $750.00 $750.00 $750.00 $750.00 • 403 1 1 1 L.S. Traffic Control $2 800.00 $2 8-00.0-0 $2 800.00 $2 8 00.00 404 1 1 1 L.S. Trench Excavation Safety $250.00 $250.00 $250.00 $250.00 417 1 1 1 L.S. Aquifer Protection Measures $750.00 $750.00 $750.00 $760.00 418 15 29 29 L.F. Curb Ren l If Replacement $50.00 $1 450.00 $7 450.00 $750.00 419 1 1 1 EA. CPEP Tee Fitting $400.00 $400.00 $400.00 $400.00 420 10 15 15 L.F. Corrugated Polyethylene Storm Pipet $5.00 $75.00 $75.00 $50.00 Total No Tax $13 895.20 $115 958.56 $124 843.50 139,41 9 508.60 10 237.17 Sales Tax: $1 $ $ Total wlTax: $15 034.61 $125 467.16 $135,08U.67 PARK AVENUE NORTH IMPROVEMENTS NORTH RENTON INDUSTRIAL ACCESS PHASE TWO EDA 07-01-03375 GAG 94-029 B A PLAN EST.08 TO DATE BID EST#8 TO DATE BID ITEM R OUANT-P OUANT-8 QUANT-TD UNITS ITEM UNIT PRICE COST-8 COST-TD COST-B SUMMARY Total w/o Tax: "..1 /17--$282,461.10 $2,663,784.17 $3,098,186.74 Total Tax(Schedules C& D Only) w..3&lr) 10f- $215.51 $53,921.26 $57,550.88 Total wffax: (U..3) ^$282,676.61 $2,717,705.42 $3,155,737.62 • Retainage 10% (Ll..$) At-$28,246.11 $266,378.42 $309,818.67 90% Earnings NI..s, (��$254,214.99 $2,397,405.75 $2,788,368.07 Pay This Estimate (90% Earnings+Tax) (u..s-io1 /,$254,430.50 $2,451,327.01 $2,845,918.95 • C.U. - lz�i5/94 i sn+ �$t29, Zo. 75 rLr NWV4, SEC 17, T 23 N, R 5 E, 4 27fS3 Zo.7S' LT L�IM rL z 3z,51 -- �.4/7 sT4 z`t f I?-, Zu.7S' LT rF�IZ ' ) _ gait EDA ' ,5 28.&z T=��Z N� = 7-7.o't sra 29+as TO F- 27, l� STa 74+50 7f /,L„' 6 I r C/ 1_ 1J- t 7 ) 12 i . I 15 7 2 - . I 7 s I F N 6 ^� ti 28 x # 29 v N VH6 c N r0 IL *[. N• Lc 28•So Crl� a-+��9 ToP r/,tiEL=t-S. rp r[ ro. -. Z 1. c ZF S dP Z3 r . 12 i - 7 - ,_ a p.0 p- E X151'1 h1�'i C�j, SrR 2$fi2q� / 6, fie = 32- 84 @ 1 z f rIL , Zo.75 --r '-7t53 20,7 S I �T i Ga X TY?E S 7Y?% x GM E�. = 32,11 EDA L L 3Z.5-7 �f �� w) 29. I) i sra zs+oa NJ = Z9,o1 IISTa7O+50I f �sScYrr�� 4 A ,y } .. a r� JO,V7 Ii I� 36.11 AMMMMWr-- 4 I 36.14 j P.T. STA, 101+68.13 (15'RT) 36.15 1 SrA. lot Z 20 c.r srA. 16 +SZ 0 Lr arc G+ unrE Rlty EL= j, 1c S.M. 1.1 tzy 2os LT as , � 01' 35 4 R=1b.00' STA 1 +91 SL CP- 77'a� ?I9 i 12(.w - 3S,34/ rE, _ 34. 41 7=19.00' ct3 :m 1 -r� vt7XE �^t 3546 + . t,6 _ �� 1=15.T1 RIH Et': 3 '• ):(!2"Nl� 12 (n-O 29 5 II ►' 1 ' N T.JL b"1w) 3 .14 3 \ 1 g I 4 I) 1 2 4 3 ` I 1 Ftvrr; i �0cli N TY1e 16 # TE (A% ?- 3v,35 �x r'6 (N Z 3 ) 7��ti .e z zn 0-sz - - - N IN F 6 9 I ti ,, r° i 1 j $ F 9 i 2 _►, l Ij Srn 1671 o I 3 I f 75 i r Cg�t TYPE z +. I •E 9'CE) =31-,'SS G=c,5.58'S2' , STA 1L+52 38l Rr i Z Z W 2 ). 9 Cg 4+- ryve I i R= 10.00' i 4?%m Et = iL. 17 T■ 10.00' I- - 31. 98 (. CURB E• SRN ELEVAY . - .S� L = a. TO P.C. SiA_I7•2;.88 l22':<T) u• � I TA. 102+32.0 f'' r�•__ --- -- -- 36.07 �MATN EXISTING I=E � 35.99 102+ ;.03 (IS'RT1 35.98 � I R 5 E � n CURE TURN ELEVATIONS _ W.M. P.C. STA. 28.79 (22' LT) 36.06 • O 1�� ! 36.09 36.11 ! i , 4 36.14 I ii l P.T. STA. 101+68.13 (15'RT) 36.15 sr4 . 16 +SZ 94 t_r e 8 # TvcE % A=90'01'41' I` STw• h r za. 20.TS LT R=16.00 i' I C'� _ 4 -9f v) IW 10.00, I R/^1 ' L-15.71' I TC(l2",v) - tit•� ;I cv i a I IEfrt"5) Z� Z o 1 5 CV r OD I'•;I I rn \6 I f 2 q 3 ' Z � ISLE _ I Tile- I.•E. 34 rat M 3i �. 6. L 2 4 a 0'57'13" E - — I ' (3 9 i _ 2 ' " - I � 2 v / 5 Iw o i I°p \ iln R= 10.00' ; - , CURB RE ; �Rh ELEvaY . - .S L _ :S. T�' j ?.C. >YA.17+�;.88IOTA._ 102+32.C_J ' •�tL i5•� m E_ - /. 36.07 MATCH EXISTING I:rE I I2`NJ=32•! ,. I c /»uw � 35.99 P.T. STA. 102+1:.03 (15'RT) 35.98 MO i I I T NWV4, SEC 17, T 23 N, R OE, W.M. P.C. STA. 17+21 srA.! fars2 cr srq , I(, +SZ 94 Lr P.T. STA. 101+61 f� i � T c G�REauNe �21r\ _ - . w� �=90001'41-TL 1. n1E2 R=16.00, se- � 12°(" T=10.00'»r i Q 9 I N 7 j 6 i _I 1 � �' .� Ld W _ . l U-1 Ln 0 N Ln - - .. N - TOP L. - Lr) 16 3 �t u' a 0.57'13" E cv ,� •� w w z u i F ,. 6 9 / S*A rr.�sz 3rr' Rr ; ¢ Troy r 1 , CUR RE ; �Rh E11 t 1 . LP4T STA. 102+;:.0) (I$'RT) I � � 1 1 CITY OF RENTON TV INSPECTION REPORT TAPE # 46 / DATE "-I-IS ``j j-OPERATOR JOB # dD / ADDRESSc?.?O iC.'. MH#7Q3 PTO MH#17D3 / DIRECTIONN & S E W FLOW -+�- PIPE SIZE D „ PIPE TYPE 4 MH DEPTH FOOTAGEt SS REMARKS FOOTAGE SS REMARKS o tK -W:L n r)3 - o / 4401, E 2�14 c To sI �4 to .ti 6 07 6,tJ6 r5.4 /r O .S�a& SSA r�T /s �a � 3/25/93 Page 1 TVREPORT.XLS CITY OF RENTON TV INSPECTION REPORT TAPE # Oo I DATE ` LL . y OPERATOR ,e� JOB # OD Z_, ADDRESS /o7 7 MH#7 D I-' O``MH#��""- DIRECTION N ® E W FLOW r PIPE SIZE Cv �! PIPE TYPE MH DEPTH FOOTAGE SS REINARKS FOOTAGE SS REMARKS c7o /71s✓� / 7b - 7 a 6 —T ,21 4 3 � G ; � 3S7 L AP f1qiw2AL oSi� 390 /nN 7cer 3125193 Page 1 TVREPORTALS CITY OF RENTON TV INSPECTION REPORT TAPE # DATE OPERATOR /C JOB # Off? ✓/ADDRESSWP �z 14 MH# TO MH# i:�IRECTION N C E W FLOW- PIPE SIZE /a PIPE TYPE MH DEPTH 7 FOOTAGE SS REMARKS ft}E3TAGE SS REMARKS 1 ' i i i I I i 3l25i93 Page 1 TVREPORTALS NV 1V4, SEC 17, T 236 R 5 E�, W.M. - P 28.T9 (22' LT) 36.06 Vi,C. S T+ 36.09 36.11 36.14 SrA. (ctsZ zo Lr srq . Ib +52 94 Lr I P.T, STA, 101+68.13 05'RT) 36.15 ca Type a 4<" a8 (t i-)� 0_g0.01.41. 1 Q LR=15.TI' I (, iIIf•'. sm. 1 3-ti 2fmcZa h3S 4 2i 1 (2N(" 3¢.41 -16.00 =10.00, _ 12 bE) 7 ( 1 %6 I, PLNTR r I n ' I I Sr 17 N T 7e. 16 �c in 0'57'13" E ---- - w V J .IK 1ba 2.t I 1 ` F ' , O 7 l 1 :c9 �«sz 3g' Rr# rYve I I R%10.00' EL = 3L.13T° 10.00' sr.98 s".r (: CU B ; ;;RN ELEVAT. S L - ;5. 70' ° P.C. STA. 1T+2;.88 c22"(-, 3u•! TA. 102+32.36.07 �MATCH� � ----- a_ CH EXIST I tSj599P.T. STA. 102+' 3 (IS'RT) :.099 2,trooa� nea �n�c� 2FP"A$�n� y Ft-A e AS Nok - OV Qrew wliLr�� S rGIle Ile 's naT ACGn /n Ctx.11ev rFm a✓J o /- we z 7- stde6,A./k /W„ wt-," P,ed Ah'.I mPn-I- l x,F. 34.41 CURB RETURN ELEVATIONS NWV4, SEC 17, T 23 N. R 5 E. W.M. P.C. STA. 1T+28.79 (22' LT) 36.06 i 14 36.09 Yt 36.11 4 36.14 Sr=A.I btSZ St SIA. I64S2 ll' P.T. STA. 101+68.13 (15'RT) 36.15 c$ Z 4c" rYfAACi.L37YAE 6-90.01'41- I; I 1'L 20.-S LT IZ" Et Sri g3 "4" Rim rm.= I' $TA. lit =16.00' se. 10.00' l= .71' I IP(12 ON)_ �• I l 1 N f. IE125)" Z� 5 P7, 1% 1 T I 2 3 '� ��' N I 4 a i n 0 0 5ra s° /" 17 N Ti 34.71 16 1 (A <)- /v)/ �1x �6x ` J , , TC (1) 3 17 ' �n N '57'13" E -- — -- N W =' � � ' +;ti- � • 1. F `~ 1 n � 9 I / I. I STi4 ,6tSZ,Zo.7S' t t GPI TYpgz -4-8„ y I. 1Z,m E1 =35,SS G�rn� �'1 "M Iwoz 38' Rr -1.17 Ncy GB Tyf6L I v 210.00' AM Fr Tic 10.00, CURB E';',J'RN ELEVAT . � , S L = ;5. TO. P.C. STA_17+F;.BB f227aT) e, / � -- 5TA. 102+32.0� 36.07 }MATrH FxIcrFNr. -rri 5308 SW 1/4 3 - _ N. 17�� 4TN ]Ez-1 17E2-3 z - _ z � z w 3- — o - J n93- i RD �-� r - w — 17 -9 17 3-9, Z f1 17 3 1]F} 7,m- n,N- __ 17A3- � � I ]J13- -- _ N BROOK STD %71! W zns•- h / F-t tic•-i - zn•-v nM nE• L7Xr4-5 Q 00 V ; V J / �y ]F I f 7X4- H ELH•4 1 H•T n.o-1 LS-] nEY2 IFY2 _VLYO n.YY3 1 17 o nos-• �y 17 5� S 2ND — { — Sl'J nL3-e 1 -2 1TX�lLI.[ 3 Y1 -. LI. -- ---- --- -- - .. u. 66-] �)H6-1 06-12 D6-Il 96i 1 i _S -U VF6- RL $T IIL6-1 t,Cb-u 17.p-9 1].p6-B V B D6 3 5317 SW 1/4 BARK Ave STo�r1 /ZD/ft THE CITY OF RENTON DEPARTMENT OF y PLANNING/BUILDING/PUBLIC WORKS FOURTH FLOOR ,. '. 200 MILL AVENUE SOUTH v ': RENTON, WASHINGTON 98055-2189s . FAX: 235-2541 To: 1W4gr-- -5c�e-c-oLo ASRA/ Company: ,e p +�o� o Ca NST Phone: --,? g z 0 633 Fax: z47 From: Company: Phone: 'y?-7— $ Fax: 23 r— ZSg / Date: jlyol9S Pages including this cover page: Comments: vGlo5�7 / `E f Ls�NS �1Z 7- /�T77�/rcv+i�L �.�awz.•'I Sy�T�ir1 Cati/vL�1To,ys 7`f lVeel /7 RG S l6 t1Z o� /�i - i¢r/� Y—it/e�. cJAeVF 7a />S9�y Tis`E La57' ,rod riY� ada,Z� / o4a ,� iJlfti dal/� "/��' l.1�cLu,V.rvt7 � L�.ar� Sd�+7AX1 L>�s /C1�5. 1-Z� G�Id �olL p CURB RETUR ELEVATIONS MV4, SEC 17, T 23 N, R 5 E,.W*_. +28.79 c22' LT) 36.06 36.09 36.11 I W4 36.14 5TA 1(,t5Z-,q9 L-r P.T STA. 101 .13 (15'RT) 36.15 Exlsr'A'6 TYPE1 )ZiMEL. = 5S. 74 A=S 01'41" STA. l�tzt. 20'-S LT', I c o�i) = 3'4.91 R=I 00' G 7)?Z � : 3s4b 5?A IIotSZ ,2b,75' LT T=1C 00' i �g 7YPE2 48. L- 71' - M EL= 3�.83Ce'w¢N 12 Ersnvc� SE =aq 5 ` 3 u�rsZ) — Z5. "CND h f ATS E X x N s Rom, g IE �a" nrJ_ 13p.4 T�ro N r . EE[a'"CE) =i2.A./5 �c.r3_ 07 ` ' I �' I NEWS [ [ Mz Pop, N i 7 F vt y ; 1 - //Z /77 70 I-F JZ"57i 71 _ ro ,p, 1 N 0"57' 13" E , F g 2 / I 3 I 1. FX[snHW GB VPF I5 STA /6tSz, Zc�.75` zT IF ours gi.9$ G=o9"58'52" 63 TYPE Z- 48 " R=10.00' R/M EL' 3Se ESL y�Q Eri.nnC� Z-E RE ;'SRN ELEVATi.- � S L=15.70' c TEA \ w F.C. STA. 17+: ,_88 Q2`4T) h.+� f� R►WE `C STA. 36.G7 MATCH TiNG i YE'UZ" 1/z 36.03 f Y4 35.99 I P.T. S1 . 102+32.03 (15'RT) 35.98 i P.T. STA. 102+32.03 (15'RT) 35.98 N /bfSZ 20,7s'L7"_. Si{ 171-zz ze . I MPTC/�rty/4A�e5 lzrn+ sc _ 35.63c .yrmc<) g(M EL = 35 rE- ree"VA -30.�ja$ TE (I z"W) 7 � W) is 30,46 zE ()Z-"S) i W ! Z! 40 C.E s ll w W i i I INIS ED GRADE ZS�F lt" 5 e ROP SED' CROWN � ! Ln + _ 0.40% i 204'LF 16"OD.I. CLASS 52 PIPE _ — - - — — N F S�.R�rs=[:n �o n l spar.» Ex. D 1 /, w EX. E PROFILE 5 Z � _ ! EX ' 4" G �--� _ _ � I � t,2414 ,7r�2T GB � I�`J"S�f�I� EX. i Q 4a"rtrc�/�r nikG Z1V)1 35'•3$ ! I654 L9.3.0 i I I , - -- -- - iI h <. LEFT 36.74 36 36.44 X1le li�:ol I ?ROFILE 37.22 I 37.02 j 36.82 36162 RIGHT 36.:8.6 ! 36.I70 . : I 36.46 1 36 24 : : f 21 3 j 4 4 Lli CON, W i cD, } rf \ �,: r r N it > Y!� / : { ..�_ .�Il -1\� W Ld Ln N + } ; 2 rn _ ` od Q N SE 31191 s 3 To • j;4-7 U F j } 3, — � — � i ._ ._7-1 7 T t ! I 1 5TA P--r A Gad Ty?E S wA UL x 34.37 IEC�"vv)` �I n37 $ECC"ss�- �E�f(isT-MZe fraD ' Sr� j i .._. - - - Z D z o,!s_� call- o R.tw. yet. 34,V7 '+ ZC ( %V'N) r 30,77 . . p // __`` p . N ZEIILr�eJ 30,e7 ? s j 1 ca ti Re _ 0 2%w. q.L 3q,z'1 orLE < %L"N) 30,77 I FINISHED GRAC >w � i PROPOSED CRC —0.2 % I y i S7i4 ?o }S6 j c +L j TYP>r I R�Nn � 3437 j I 3 15 I 34.90 + 35 50 i 35.36 j 35iI8 35 15 1 35.00+-.14.97 ! 34.89 I 20+00 21+00 T CASE RK AVE. NOTE: I. THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN ON THESE PLANS ARE BASED ON A COMBINATION OF RECORD DRAWINGS, ASBUILTS, FIELD RECONNAISSANCE, AND FIELD SURVEYS. THIS IS THE BEST AVAILABLE INFORMATION, BUT ACTUAL CONDTIONS MAY BE DIFFERENT. THE CONTRACTOR WILL ENCOUNTER VARIATIONS BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN. THESE VARIATIONS WILL NOT BE THE BASIS FOR A CLAIM FOR EXTRA COMPENSATION. .. CITY OF RENTON Planning/Building/Public Works Department Earl Clymer,Mayor Gregg Zimmerman P.E.,Administrator FAX TRANSMITTAL MEMO April 21, 1995 corwmy r: Mark Scoccolo, Project Manager - 8 Scoccolo Construction Inc. FAX r 2825 South 154th Street Seattle, WA. 98188 SUBJECT: PARK AVENUE NORTH IMPROVEMENT SCHEDULE "D" CHANGE ORDER STORM SYSTEM ADDITIONAL WORK AT STA. 16+52 Dear Mark: Enclosed is a draft copy of the change order associated with the additional storm system work to be done as part of the Park Avenue North Improvement Project (CAG 94-029), Schedule "D", at station 16+52. You are authorized to proceed immediately with the work as specified in the change order and per the revised construction plans. A final change order will be prepared for execution by Rich Evans, City project manager early next week. Copies of the revised, full-sized construction plans will be provided to you on 4/24195. The change order includes the unit bid prices previously agreed to in Schedule "D". The lump sum bid item prices were agreed upon per our telephone conversation on 4/21/95, including the lump sum bid item price for, bid item 421 (new bid item). However, note that we failed to discuss the lump sum price for the Aquifer Protect Measures Bid Item NO. 417. 1 have included in the change order for Bid Item NO. 417, a lump sum bid price of $750, which is the same amount agreed to under the previous change order for similar work. During construction of the work associated with this change order, you are to try and first locate the storm line from the existing catch basin at STA. 16+52, 94' left and connect it to the new Type 2 catch basin to be installed at STA. 16+52, 20.75' left. If the storm line from the catch basin cannot be located in the field, then you are to proceed with connecting the existing catch basin at STA. 16+52, 94' left per the revised construction plans. Every effort is to be made to minimize damage to the private parking lot if this occurs. If you have any questions regarding this additional work, please contact me at (206) 277-5548. Sincerely, Ronald J. traka, P.E., Engineering Supervisor Surface Water Utility H:DOCS:95-343:RJS:Ps Enclosure CC: Ron Olsen Harold Adams Rich Evans Mary Burgy 200 Mill Avenue South - Renton, Washington 98055 4W PKAVCOp3.XL$ CITY OF RENTON Department of PlanninglBulldinglPublic Works CONTRACT CHANGE ORDER AGREEMENT CAG 94-029 CONTRACT: Park Avenue North Improvements Change Order 2-D EDA—North Renton Industrial Access Phase 2 CONTRACTOR: Scoccolo Construction.Inc. SUMMARY OF PROPOSED CHANGE: The scope of work associated with this Mange order consists d installing additional storm system improvements to conned private storm systems to the new storm system Constructed per Schedule D(Change order 2). The work includes installing two new Type 2 catch basins,approximately 132 linear feet of 12-inch CPEP storm pipe.The existing catch basins at stations 16+52.94 feet left and 38 feel right are to be connected as shown on the revised construction plans. The additional work will occur at stations 16+52 per the revised construction plans. The new storm system shall to meet the specification requirements for aquifer protection. The change order includes the unit bid prices previously agreed to in Schedule Mm. The Lump Sum bid Hem prices were agreed upon by the contractor and engineer per a phone conversation on 4121K35,including the hemp sum bid Rem price for bid Hem 421(new bid item). The contractor is to try to first locate the stoml line from the existing catch basin st STA.16+52.94'left and conned H to the new Type 2 catch basin to be installed at STA.16+52,20.75'left,which would reduce the estimated quantities associated with this change order. If Me storm line from the catch basin cannot be located in the fold,then the contracor is to proceed with connecting the existing catch basin at STA.16+52.94-left per the revised construction plans and shall employ effort to hunkers damage to the parking lot. SCHEDULE D Item Bars Description Unit Est. Unit Total No. No. Quantity Price 401 Contractor Surveying(construction L.S. 1 $350.00 $35000 staking nit -b 'H survey) 403 Traffic Control L.S. 1 $1,000.00 $1,000.00 404 Trench Excavation Safety L.S. 1 $500.00 $50000 405 Pavement/Gutter/Sidewalk/Driveway Removal for crossing BY. 100 $15,00 $1,50000 406 Pavement Saw Cutting(crossings gutter. id Ik and parking lot) L.F. 285 $5.30 $1 510.50 407 Cold Mix Ton 8 $10.00 $8000 408 Gravel Borrow Including Haul (Trench backfill H native is unsuitable) Ton 80 $8,50 $68000 409 Crushed Surfacing Top Course(CSTC) Ton 15 $8.20 $12300 410 Incidental Concrete (crossings only,removed and installed) C Y 6 $100,00 $600.00 411 Incidental Asphalt Concrete Pavement Class"E"(5-inch Pavement base trench restoration) Ton 15 $50.00 $750 00 412 Corrugated Polyethylene Storm Sewer Pipe 12-inch Diameter L F. 132 $25,00 $3.300,00 413 Pipe Bedding Ton 50 $11.00 $55000 415 Catch Basin Type 2(includes installation at manholes with water tight rubber gasket joints between sections and butumastic coating of manholes) EA. 2 $2,400.00 $4.800.00 417 Aquffer Protection Measures for Change Order Additional Work (Includes water tight epoxy grouting of all pipe entrances through walls, leak testing of pipe,catch basins and manholes and any other incidental costs.) L.S. 1 $7500e $750.00 41 B Curb&Gutter removal and replacement L F. 20 $50 00 $1 000.00 421' Sidewalk andfor Driveway replacement L.S. 1 $600D0 $600.00 'New Bid Items SUBTOTAL $18093.50 8.20% SALES TA%'. $1,483.67 TOTAL: $19,577.17 Pagel CURB RETURN ELEVATIONS q1NV4, SEC 17, T 23 N, R 5 E 1 +26.79 (22' ET) 36.06 36.09 I /�. 36.11 a 36.14 7r'N g (-T- P. STA. 101 .13 (15'RT) 36.15 TvPe 1 S7A _ LT' t. 11 ` GD r 7yYE ?1-9� R=I OP 00' 51A1(otSZ 12b.15' !T T=IJtl00' j )`ZlM ._t_ `} C-6 TyPE?, 4-s IF(121N) .. 91M EL' 3�_83(�u6 Zj N., IEIri 5) _��f 5 _ 3:'5 (2" C "p38 S 1 c.6 TF 1- T r3E �� D t F H U�W INF �$ PLA //L Lf -/2 Sroe �, s= /, 17% 70LFIZ"S1��1 t N a. 34 I ti - x x ' 116 tI N 3 17 4)* ��.0 f .N 0'57' 13" E 7 `r N y/ 9 2 5TA l6YSZ, 3g PT ' FX)ST7At7 cg 7WIF Z 5 S7A /6tSZi Z�.�✓' Z 1 F cur 3/-9e =V'7"58'S2' G8 TYPE Z- 4-3 ` ' -- z R=10.00' 1211'I Fe 35;8SL °�zj .-' . e' T= 10.00' �. CUR hB = "!SRN ELLVA-,;- \.S L = :5. 70' 17 ETA. . ,� n I 36.07!m TCH EXIST-iNG Y6li Y4 P.T. STA. 102+32.03 (15'RT) 35.98 P.T. STA. 102+32,03 (15'RT) 1 35.96 J i I N I I I ! — tZ. 20,75' LT SA 17+22" �P� - - - 8 ?= r MPS� tr noes Ram Ft = 35.631 �•,vmstJ �iM EL = 3 �E iz 6/v& 30. Eh"Lµ/) 3oe46 -E (Iz°s) z9. IS Ld Li C INIS ED IGRADE Z5w 1Z" 57 V) PROP SED', CROWN 7= 0.52 Ln ! ; + -0.40% Ln 204'LF 16"'1D. I. CLASS 52 PIPE — - - — — . Q r T _ 1 _ / STD�J'Y1 53 L F Jai 5T RM 5-(-17 . 7o G.= /2 it , EX._ _'_ D 1 LLJ i EX. E PROFILE z Ex. 4,. 0 -- er '1'Yp6T- Ex. 4b 46 jL)N1 FL - g cZ _ 12/�+'� fL � �jS•8S� GJ�j^GG i • TE 17�� /1Y 2e Tic CyN� 30•!$ I i I I r= :. LEFT X74 i 3656 I 36.44 11 - 36,1 c:a - PROFILE 37.22 37.02 36.82 3662 R10HTI 36.86 36.70 36.46 j 36-I24 PKAVCO#3XLS • P��rt cn�l CITY OF RENTON Department of Planning/BuildinglPublic Works Lbr CONTRACT CHANGE ORDER AGREEMENT CAG 94-029 —ENGINEERS ESTIMATE CONTRACT: Park Avenue North Improvements Change Order 2-D EDA—North Renton Industnal Access Phase 2 CONTRACTOR: Scoccoo Construction,Inc. SUMMARY OF PROPOSED CHANGE: The scope of work associated with this change order consists of installing additional sloml system improvements to conned private storm systems to the new storm system constructed per Schedule D(Change order 2). The work includes installing two new Type 2 catch basins,approximately 132 linear feet of 12-inch CPEP storm pipe.The existing catch basins at stations 16+52,94 feet left and 38 feet right are to be connected as shown on the revised construction plans. The additional work will occur at stations 16+52 per the revised construction plans. The new stoml system shall to meet the specification requirements for aquaer protection. The change order includes the unit bid prices previously agreed to in Schedule"On. The Lump Sum bid Rem prices were agreed upon by the contractor and engineer per a phone conversation on 4121/95,including the lump sum bid Rem price for bid Rem 421(new bid item). The contractor is to try to first locate the storm line from the existing catch basin at STA.16+52,94'left and connect R to the new Type 2 catch basin to be installed at STA.16+52,20.75'left,which would reduce the estimated quantities associated with this change order. If the storm line from the catch basin cannot be located In the raid,then the contractor is to proceed with connecting the existing catch basin at STA.16+52.94'left per the revised construction plans and shall employ eW to minimze damage to the parking lot. SCHEDULE D Item Bars Description Unit Est. Unit Total No. No. Quantity Price 401 Contractor Surveying(construction L.S. 1 $350.00 $350.00 staking and as-built survey) 403 Traffic Control L.S. 1 $1.000.00 $1,OD0.00 404 Trench Excavation Safety L.S. 1 $.5W.00 $500.00 405 Pavement I Gutted SidewalklDriveway Removal for crossing S.Y. 100 $15.00 $1,500.D0 406 Pavement Saw Cutting(crossings gulter sidewalk and parking lot) L.F. 286 $5.30 $1,510.50 407 Cold Mix Ton 8 $10.00 $80.00 408 Gravel Borrow Including Haul (Trench backfill R native is unsuitable) Ton 80 $8.50 $680.00 409 Crushed Surfacing Top Course(CSTC) Ton 15 $8.20 $123.00 410 Incidental Concrete (crossings only,removed and installed) C.V. 6 $100.00 $600.00 411 Incidental Asphalt Concrete Pavement Class"E"(5-inch pavement base trench restoration) Ton 15 $50.00 $750.00 412 Corrugated Polyethylene Storm Sewer Pipe 12-inch Diameter L.F. 132 $25.00 $3,300.00 413 Pipe Bedding Ton 50 $11.00 $550.00 415 Catch Basin Type 2(Includes installation of manholes with water tight rubber gasket joints between sections and butumastic coating of manholes) EA. 2 $2.400.00 $4,8D0.00 417 Aquifer Protection Measures for Change Order Additional Work (Includes water tight epoxy grouting of all pipe entrances through walls, leak testing of pipe,catch basins and manholes and any other incidental costs.) L.S. 1 $750.00 $750.00 418 Curb&Gutter removal and replacement L.F. 20 $50.00 $1,000.00 421` Sidewalk and/or Driveway replacement L.S. 1 $600.00 $6W.00 `New Bid Items SUBTOTAL: $18,093.50 8.20% SALES TAX: $1,483.67 TOTAL: $19,577.17 Page 1 • PKAVCOXI.XLS • CITY OF RENTON Department of Planning/Building/Public Works CONTRACT CHANGE ORDER AGREEMENT CAG 94-029 ENGINEERS ES77MATE CONTRACT: Park Avenue North Improvements Change Order EOA—North Renton Industrial Access Phase 2 CONTRACTOR: Scoccolo Construction,Inc. SUMMARY OF PROPOSED CHANGE: The scope of work associated with this change order consists of installing additional storm system improvements to connect private storm systems to the new storm system constructed per Schedule D(Change curer 2). The work includes installing two new Type 2 catch basins,approximately 132 linear feet of 12-inch CPEP storm pipe.The existing catch basins at stations 16.52,94 feet left and 38 feet right are to be connected as shown on the revised construction plans. The additional work will occur at stations 16.52 per the revised construction plans. The new storm system shall to meet the specification requirements for aquifer protection. SCHEDULE D Item Bars Description Unit Est Unit Total No. No. I I I Quantity Price 401 Contractor Surveying(construction L.S. 1 $750.00 $750.00 staking and as-bullt survey) 403 Tragic Control L.S. 1 $2,800.00 $2,800.00 404 Trench Excavation Safety L.S. 1 $250.00 $250.00 405 Pavement Removal for cross mg S.V. 75 $15.00 $1.125.00 406 Pavement Saw Cutting(crossings gutter,sidewalk and parking lot) L.F. 268 $5.30 $1,420.40 407 Cold Mu Ton 8 $10.00 $00.00 408 Gravel Bartow Including Haul (Trench backfill if native Is unsuitable) Ton 80 $8.50 $680.00 409 Coshed Surfacing Top Course(CSTC) Ton 15 $8.20 $123.00 410 Incidental Concrete (crossings only,removed and Installed) C.Y. 6 $100.00 $600.00 411 Incidental Asphalt Concrete Pavement Class"E'(5-inch pavement base trench restoration) Ton 15 $50.00 $750.00 412 Corrugated Polyethylene Stonn Sewer Pipe 12-inch Diameter L.F. 132 $25.00 $3,300.00 413 Pipe Bedding Ton 50 $11.00 $550.00 415 Catch Basin Type 2(includes installation of manholes wish water tight rubber gasket joints between sections and butumastic coating of manholes) FA. 2 $2,400,00 $4.800.00 417 Aquifer Protection Measures for Change Order Additional Work (Includes watertight epoxy grouting of all pipe entrances through walls, leak testing of pipe,catch basins and manholes and any other incidental costs.) L.S. 1 $500.00 $500.00 418 Curb 8 Gutter removal and replacement L.F. 20 $50.00 $1,000.00 421• Sidewalk and/or Driveway removal and replacement S.Y. 200 $25.00 $5,000.00 'New Bid Items SUBTOTAL: $23,728.40 8.20% SALES TAX: $1,945.73 TOTAL: $25,674.13 Page 1 / '000 - ma s ter— — � -- -------- --- - CG Zzj - - -------- Gil Y. v CPS CIO 0' io - 21, L WQ J' ) CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: April 13, 1995 TO: Rich Evans -f FROM: Ron Straka j"t)4 SUBJECT: Park Ave Storm Connections As we initially discussed on April 3rd, there are numerous issues remaining before the stormline improvements along Park Ave North are complete. Our staff have field surveyed the connections and corrections needed to complete the project. The following is a list (by station and offset) of the tasks remaining: 1. Station 13+94, 48.0 left, (127 Park Ave); The private connection for the parking area has been done. We understand that the contractor has installed it without prior plans or authorization. 0Station 16+52, 94.0 left, (149 Park Ave); The private system in the parking area was not connected. We have proposed to reconnect the system via installation of a new type II Manhole at station 16+65, 20.75 left (at the curb line) and approximately 80' of 8" or 12" ADS pipe. We noted that there was a section of sidewalk that has not yet been installed at station 16+58 to 16+80 along the left side of Park Ave. As we discussed, staging the installation of this section of sidewalk until after the storm connection is completed is desirable. 0Station 16+52, 38' right, (148 Park Ave); The on-site system for the parking area was not l/ connected. We propose to reconnect this system via a connection to the type II Manhole in #2 above (at station 16+65, 20.0 left). Information concerning the as-built waterline depth is necessary to complete the design for the waterline crossing. We can cross above or below the waterline depending on the depth. Please provide this information if its available. Otherwise we may schedule City crews to pothole to determine the depth. 4. Station 19+15, 37.0 right, (210 Park Ave); It was determined that the catch basin in the business parking area was not previously connected. The catch basin was installed as a sump drain. No connection is proposed for this structure. ( 59 Station 20+56, 20.75 right (212 Park Ave); The connection called out in the system improvement plan sheet 11 was not completed. It is the contractors and inspectors responsibility to insure that this connection is made per plans. April 13, 1995 Page 2 6. Station 29+12, 20.75 left (351 Park Ave); A connection was made to the structure installed at this station that was not called out on the plans. Please confirm what this connection serves.(i.e. roof down spouts, parking lot, etc.) We want to ensure that it is not a side sewer. 7. Station 30+29, 20.75 left (351 Park Ave); The type II manhole and the private connection called for per plans was not discovered in our field survey. It may have been covered by asphalt. It didn't however appear to be installed in the curb line. We request your immediate response to the above mentioned items to facilitate design of the additional systems. If you have any questions please contact me at your convenience. PARK.DOC/MD • CITY OF RENTON 0 Department of Planning/Building/Public Works CONTRACT CHANGE ORDER AGREEMENT CAG 94.029 CONTRACT: Park Avenue North Improvements Change Order 5 EDA—North Renton Industrial Access Phase 2 CONTRACTOR: Scoccolo Constriction, Inc. SUMMARY OF PROPOSED CHANGE: The scope of work associated with this change order consists of installing additional storm system improvements to connect private storm systems to the new storm system constructed per Schedule D(Change order 2). The work includes installing new Type 2 and Type 1 catch basins, approximately 58 linear feet of 12-inch CPEP storm and 10 linear feet of 6-inch storm pipe. pipe. A CPEP 12"x12"x12"oillwater separator tee fitting will also be installed in the existing catch basin at Sta.28+29,37 feet right. The additional work will occur at stations 28+29 and 30+29 per the revised constriction plans attached to this change order. The new storm system shall to meet the specification requirements for aquifer protection. The work will be paid for by extending the items by the following quantities;and adjusting the lump sum items by the following amounts and by adding three new items as follows: SCHEDULE D . Item Bars Description Unit Est. Unit Total No.. No. r Quantity Price 401 Contractor Surveying(construction L.S. 1 $750.00 $750.00 staking and as-built survey) 403 Traffic Control L.S. 1 $2,800.00 $2 800 00 404 Trench Excavation Safety L.S. 1 $250 00 $250 00 405 Pavement Removal for Crossing S Y 25 $15 00 $375 00 406 Pavement Saw Cutting(crossings only) L.F. 120 $5 30 $636 00 407 Cold Mix Ton 20 $10.00 $200 00 408 Gravel Borrow Including Haul (Trench backfill if native is unsuitable) Ton 30 $8 50 $255 00 410 Incidental Concrete (crossings only,removed and installed) C.Y. 6 $10000 $60000 411 Incidental Asphalt Concrete Pavement Class"E"(5-inch _ pavement base trench restoration) Ton 5 $50 00 $250 00 412 Corrugated Polyethylene Storm _ Sewer Pipe 12•inch Diameter L.F. 58 $25 00 $1 450 00 413 Pipe Bedding Ton 48 $11 00 $528 00 414 Catch Basin Type 1 (Includes installation of catch basins with water tight rubber gasket joints between sections and bitumastic coating of catch basins.) EA 1 $1 035 00 $1 035 00 415 Catch Basin Type 2(includes installation of manholes with water tight rubber gasket joints between sections and butumastic coaling of _ manholes) EA. 1 $2 400 00 $2 400 00 417 Aquifer Protection Measures for Change Order Additional Work (Includes water tight epoxy grouting of all pipe entrances through walls, leak testing of pipe,catch basins and manholes and any other incidental costs.) L.S. 1 $750.00 $750.00 418• Curb Removal and Replacement L.F. 15 $50 00 $750.00 419" CPEP 12'x12-x12"Oil/Water Separator Tee Fitting(installed in existing CB) EA. 1 $400 00 $400.00 420' Storm Sewer Pipe 6-inch Diameter L.F. 10 $5.00 $50.00 SUBTOTAL: $13,479.00 'New Items 8.20% SALES TAX: $1,105.28 TOTAL: $14,584.28 Poge I of 2 Original Contract Current Contract Estimated Net Change Estimated Contract Total Amount Amount This Change Order After This Chan a Order A $517,380.50 $517,380.50 $0.00 $517,380.50 B $1,850,690.35 $1,872,844.80 $0.00 $1,872,844.80 C $624,310.21 $624,310.21 $0.00 $624,310.21 0 $0.00 $128,859.17 $14,584.28 $143,443.45 All $2,992,381,06 $3,143,394.68 $14,584.28 $3,157,978.96 SIGNATURES: Contractor: /`i'./.+�'"�C{�� Date: o y� Project Enoineerr Date: RS (/ Approved By: I/ 4 `./L� Date: PC (Wiry sy o Menage) Approved By: �� '��• ��Date: IT.ra"I.S}�Drv..Manager) TIE: Date: EDA: Date: Pogo 2 of General Contractors January 27, 1995 Mr. Ronald Straka, P.E. IT � City of Renton Public Works 200 Mill Avenue South Renton, WA 98055 o 531 i995 Serial Letter No. 87 CITy OF RENTON Engineering Dept Re: Park Avenue North Improvements Bronson Way to Garden Avenue North EDA Project No. 07-01-03375 CHANGE ORDER NO. 6 ADDED STORM DRAINAGE WORK REVISED PRICING Dear Sir: Enclosed are the costs to install the added storm drain work per your request on the above noted project. We have provided a breakdown for the traffic control items for your review. The incidental concrete used for the trench patching should be at $100.00 per cubic yard. This amount is applicable under Schedule "A" Item No. 26 in the contract. We will have to excavate and expose a large area to install the new Catch Basin Type 2 on the corner of Park Avenue North and North 4th Street. I have included some extra manpower and equipment time under Item No. 417 to account for the added work in lieu of re-negotiating the unit contract prices for piping and catch basins. The amount in Item No. 417 is in addition to the non-shrink grout and aquifer protection provisions already agreed upon. We will install a Catch Basins Type I in lieu of a Type IL. If you have any questions, please call. Very truly yours, SC�OCCC,OLO//CONSTRUCTION, INC. Mark Scoccolo Project Manager MS:ms cc: Richard Evans, Project Manager Encl: S,rORN•1FLG.xls, MLA QUOTE 2825 SOUTH 154TH STREET, SEATTLE, WA 98188•(206)242-0633 Equal Opportunity Employer PPLeo cur• RBNTON P.,B/PW / 10 002 COexts CITY OF RENTON Department of PlanningBuildinglpublk Works CONTRACT CHANGE ORDER AGREEMENT CAG 94.029 CONTRACT: Park Avenue North Improvements EDA-North Renton Indusctal Arxeae Phase 2 Change Order 6 CONTRACTOR: Soo,:=,Construction,me SUMMARY OF PROPOSED CHANGE: The scope of Won"assdested with this Change Omer consists w installing additional storm system knprevements to connect povale atom'systems 10 the new storm system consvucted per Schedule D(Change weer 2). The work Includes Installing new Type 2 and Type 1 L Calch basins,apprexlmstely U,near 1cst cr 12-Ineh CPEP storm and 10 Weer feet of 0-inch storm pipe. Pipe. A CPEP 12N12'xf2'oilhvalor separamr tee filing will also be Installed In me existing talc been at Ste.2a•29. 37 ket right The additional wri will Occur at stations 29a29 and 30+29 per the reviser,wrlsVu ah Plans attached In fib change order. The new storm �tE eseystem shall to meet the sPscMOsllcn requirements f requiter at ion. The work b@ Do}mldaf ynq @#1@P91BQn1 Ran!�y IhB f8N8VJIAd QUllllll!!!"1 a�11196IM hlmi dGm hers 6y16 johowng amounts and by ending two new rcems as lollOw, SCHEDULE P Item ears Description Unit Eat No. No, Unit Total Quantity Prlee 401 Contractor Surveying(cons011ction L.S. stalk I and as-built survey) Traffic Cord LS t dC.� p N!4 Trench Fxaevat n SsteN LS t •'JP6e'Z pflJJ 405 PavementRemovesTorcrossi By •Sono "Z,SD 406 Pevemem Saw Cutting(Crossings Si5.110 5375.a0 L.F.407 Cdtl tiJ 35.30 5636.00 ncl aoe Gfavel Borrow Inducting Haul Ton 20 s10•00 S200.00 (Trench brcklsl if native is unsuitable Ton 410 Incidental Concrete E9.50 S2d5.00 (crossings only,removed and DrJ install C.y. 5 •� (oD� 41 t InCidardal Aaphelt Concrete 54wM Pavamant Class•E"(5-inch avement base trench restoration Ton t 4-12 Corrugated Polyethylene$tortn �'� 550.00 _ Sewer Pipet 12-inch Diameter LF. 5e 413 Pipe Beddi 425.0o 0 414 Cater Basin Type 1L Ton 511A0 $529.00 (Includes Installation Of catch basins with wetter tight lubber gasket joints between sections and bitumasbe _ matin of catch basins.) � t 415 Cetdt Basin Typa 2(indudes E1.035,00 S1.035.00 installation Of manholes with water tight rubber gasket joints between _ sections and buWmagtic Curtin or ma 1 41' Aquifer Protection Measuresnholos EA for 34400.00 32.400.00 Change Order Additional Work (Includes Water tight epoxy grouting Of all pipe entrances through walls, leak testing of pipe,catch basins and manholes and any other --'r inddentaf Cosis.) L•s, 1 ? !S8 _•f a' Curo romOval antl roplarament IF � i19 CPEP 1Yk1Yk12`OIIMIater 15 •c/a:ee•�,n ^ 4ge.00 Separator Tea Fitting(install in exid C8 1 ! 420• Storm Sewer PIpC B.Inch Oiemraer 10 -New Items SUBTOTAL; 3 20% SALES TAX' TM ral - PIPEFLG.XLS SCOCCOLO CONSTRUCTION, INC. PARK AVENUE NORTH IMPROVEMENTS FLAGGING ON ADDED STORM WORK 25-Jan-95 ESTIMATED 4 DAYS OF TRAFFIC CONTROL TO COMPLETE PIPE INSTALL AND PERM PATCHING LABOR: HRS RATE EXT FOREMAN 4 32.92 131.68 FLAGGER 32 21.94 702.08 FLAGGER 32 21.94 702.08 SUBTOTAL 1,535.84 MARKUP 307.17 SUB LABOR 1,843.01 EQUIPMENT: PICKUP 4 8.00 32.00 FLAGGING TRK 8 8.00 64.00 MISC CONES/SIGNS 4 100.00 400.00 BARRICADES SUBTOTAL 496.00 MARKUP MARKUP 74.40 SUBTOTAL EQUIPT. 570.40 MATERIALS: STEEL SHEET RENTAL 4 DAYS 250.00 MARKUP 37.50 SUBTOTAL MAT. 287.50 SUBTOTAL 2,700.91 SUBTOTAL 2,700.91 BOND AND INSURANCE COSTS 135.05 TOTAL AMOUNT FOR TRAFFIC CONTROL $2,835.95 Page 1 ?3fE 'tH•k" ktli�E:.it:': JAN 12 '95 10:38 *RIWETHER LEACHMAN 932 Pal Meriwether Leachman Associates, Inc. 11800 NE 160th Street Bothell WA, 98011 Phone: (206) 488-4800 or (206) 525-9396 Fax: (206) 483_2315 TO: -' c.p c----oGo �a,✓37 c TLt�,J ATE• ;IA TOTAL NUMBER OF PAGES; INCLUbING COVER SHEET. / NOTES: 7 E uD GN6�,. �J « l T Z CIS A&29 9 Z-nrcGu �C Grq oiJ7� psis FAX NUMBER: 2,1-?- DATE& TIME. ** If 3-Ou dO not receive the total number of pages indicated, please call ** FROM: CITY OF RENTON Planning/Building/Public Works Department Earl Clymer,Mayor Gregg Zimmerman P.E.,Administrator 1 AX TRANSMITTAL MEMO • do P"" CQMr ANY • FM I January 26, 1995 Mark Scoccolo, Project Manager 2825 South 154th Street Seattle, WA 98188 SUBJECT: PARK AVENUE NORTH IMPROVEMENTS (CAG 94-029) CHANGE ORDER NO. 6 ADDED STORM DRAINAGE WORK Dear Mr. Scoccolo: Enclosed for your review is change order No. 6 which includes the revised quantities of materials associated with the additional storm drainage work near North 4th Street, as we discussed at our field meeting on January 25, 1995. The previously approved unit bid prices are shown. Copies of the revised plans are also included which show the additional storm drainage work. Please provide Change Order No. 6 unit bid prices and total cost for the listed lump sum bid items that do not have previously approved bid prices. Also, please provide cost break down information used to establish the lump sum bid item costs. This should include cost proposals from your surveying contractor and cost data used to establish the total cost for traffic control. If you have any questions regarding this subject, please contact me at (206) 277-5548. Sincerely, Ronald J. Straka, P.E., Utility Engineering Supervisor Surface Water Utility H:DOCS:95-07 3:RJ S:ps CC: Ron Olsen Rich Evans Enclosure 200 Mill Avenue South - Renton, Washington 98055 .t. CO6.XLS CITY OF RENTON Department of Planning/Building/Public Works CONTRACT CHANGE ORDER AGREEMENT CAG 94-029 CANTRACTi;— Park Avenue h North Improvements Change Order 6 NOP2!o"lndusfn31Access Phase 2 CONTRACTOR:. coccob Consauchon,Inc. SUMMARY OF-PROPO^ . The scope'dfvmv;, fir.qonsims of installing additional stonn system mpmvements to connect private sy ms to the new stonnvsystem constructed per Schedule D(Change order 2). The work includes installing new Type 2 and Type 1L catch basins,appFoximaiely 58 linear feet of 12-Inch CPEP storm and 10 linear feel of Cinch storm pipe. pipe. A CPEP 12'k12'k12"oillwater separator tee fining will also be installed in the existing catch basin at Sta.28.29, 37 feet right. The additional work will occur at stations 28+29 and 30429 per the revised construction plans attached to this change order. The new storm system shall to meet the specification requirements for aquifer protection. The work will be paid for by extending the items by the following quantItles:and adjusting the lump sum Items by the following amounts and by adding two new items as follows: SCHEDULE D Item Bars Description Unit Est Unit Total No. No. I Quantity Price 401 Contractor Surveying(construction L.S. 1 $0.00 staking and as-buttsurvey) 403 Traffic Control L.S. 1 $0.00 404 Trench Excavation Safety L.S. 1 $0.00 405 Pavement Removal for crossing S Y 25 $15.00 $375.DD 4136 Pavement Saw Cutting(crossings only) L.F. 120 $5.30 $636.DD 407 Cold Mix Ton 20 $10.00 $200.00 408 Gravel Borrow Including Haul (Trench backfill if native is unsuitable) Ton 30 $8,50 $255.00 410 Incidental Concrete (crossings only,removed and installed) C Y 6 $75.00 $4S0.00 411 Incidental Asphalt Concrete Pavement Class"E"(5-inch pavement base trench restoration) Ton 1 $50.00 $50.00 412 Corrugated Polyethylene Storm Sewer Pipe 12=nch Diameter L F. 58 $25.00 $1,450.00 413 Pipe Bedding Ton 48 $11.00 $528.00 414 Catch Basin Type 1L (Includes installation of catch basins with water tight rubber gasket joints between sections and bitumastic coating of catch basins) EA 1 $1 035.00 $1.035.00 415 Catch Basin Type 2(includes installation of manholes with water tight rubber gasket joints between sections and butumastic coating of manholes) EA 1 $2400.00 $2,400.00 417 Aquifer Protection Measures for Change Order Additional Work (Includes water tight epoxy grouting of all pipe entrances through walls, leak testing of pipe,catch basins and manholes and any other incidentalcosts.) L S 1 $0.00 418' Curb removal and replacement L.F. 15 $15,00 $225.00 419' CPEP 12"x12"x12"OiiNVa1er Separator Tee Fitting(install in existing CB) EA 1 $0.00 420` Storm Sewer Pipe 6-inch Diameter L.F. 10 SUBTOTAL: 'New Items 8.20% SALES TAX: TOTAL: .. Page Break Page 1 sue' z8t2 9, Zo• 75 Lr' NWV4, SEC 17, T 23 N. R 5 E. ' C8 7YP� S Z71S3, zo.7s L r Y-F(/z'iy) •s. 3Z • �L sTa Z�L r it, Zo.7f' LT Ec xEGz'E) = -4�. caAt7WLP EDA h7 FL = 3Z, o STA 29+04 " Eft 28.&Z I T-(ir vl = ZZ.o`t TO STA 74+50 Y I I— -Z— f 7 ') 12 I I 7 2 - 1 F : vt p 29 r t A cv _ 7aP r'trEL=L'_ �� — 'T7 IL N.�[Cc ZB�>O �� pt,Mn� =�' �J - '1 v - r[ ro[ Z6.90 tE Slap-a Zi Al r. 2 1 i 7 _ �✓STAIC_ /L'XiL�X71`�. C9 - 12 p.0 w x-n ..• IL �S O�— EXt S1�N Cl CPj, Srrt Zfifj' 2,o. 7s' �-T N �t53, ax ry�E r Tip: z 4� Et . EDA L L 3Z.5-7 1� (!i W) 29• I1 STA. 29+04 11 - � -, - 1 I TO S 2$+2`I, 0.75 LT -- I - -A. - i sT1� z� S3, zo,7s' '7tj 01 cB PFZ. 2lm 33y. 5Z ( 2!s ia 's) T EL, . ' � 27 Sr$ I w tt (IL"N)I= ZS.sZ 2E(ya"'E) Z 2 9G - _ -- - i I I LLJ FINI HE GRADE PRO OSED CROWN - - j--- — iN � i -0.27% Q r z cn --- - --- �_ �, a -- -- Z - — — — 307Lr f6"dI D.I: CLASS j52 PIPE Ex. 6 I I I i i SrA Z-7 53, z0.-7s '�Z7- �n _I I JZi1� L - 3Z.5-7 3313 34 ( '36 32,84 i275 33:48 33 35 33:21 ! 33 07 33. 18 33•I 33106 32.94 32, 80 28+00 29+OC 57-1-1 EL. 32.44 RIM OF MONUMENT CASE _ :RSECTION OF PARK AVE. NOTE: i ST. I. THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURE` )WN ON ::IE ARE BASED ON A COMBINATION OF RECORD DRAWINGS, -SBUILTS. FIE RECONNAISSANCE, AND FIELD SURVEYS. THIS IS THE aZST AVAILABI BUT ACTUAL CONDTIONS MAY BE DIFFERENT. THE CONTRACTOR WILL VARIATIONS BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN. THESI WILL NOT BE THE BASIS FOR A CLAIM FOR EXTRA COMPENSATION. i 11 � SWt/4, SEC 8, T 23 N, R r , JRN ELEVATION y flj ' I rr CURB RETURN ELEW 0 (22'LT) 3224I_ _. 32J5 ! �� L_ �j/rT�i G^" " �� ) P.C. STA. 17+6T.81(22'LT) 31.86 31.5TZ8 7��"�zE Cv G" D i i t i 'b i ag P.T. STA ' 31+06.05 WIT) L �STA. 117+5 r 1 NF �N _ !M I MATCH EXISTING N 4TH ST. fo +Efa �v9GvVf ) F— , `I A=90'04'54-j. FtrS/ Ig:- R=10.00 k 4 T=10.01' L=15.72' 16 ! {! Exsr C13 - G.E31.73 ! ! ii �- - Y. c_E. 30.63 (6" E) i aJ 1 Q 11 E 115 ! 3 q IE 7.94 (NEj 3 (5) - 2ra ( w y V) uj - , 5 c S 1� IE 27.87 r LLI ,. 3 _ '� - �.�•-ss. a.:Ica.• - _ ._.._..._ - — _ r3i OD - 3 x (2 6 q O I 7 $ \ 10 3 9 GE 1. 3 8 i 2 Q �� FIB RETUC 1 .. m v mSTA, u8+5%W 31.90 T ._ 31.96 6= 32.55 T*.:a' 32.63 L=13.04" a [P�-T. TA. srr� '3o+Z9 , �7r LT e. , to scav" ' L:2S-f 4'AwEsr 7V c,�65Lo F ric: nwF o ow o zzo - i N i + N ' N— i cmN NN_N_ L oal . (L + r— O �N a.. .Oap M I duj±�N 17 NQ L I co o3 vi .r�r- I L Q N Q NN I N ( Q (VNN L J{ m ww W ,m �w W41W i o— ( 1 UWW i U ow > (.7 12" L=19' u S=0 0050 4 -0. 6' 8OLF Pd 16."O' D.I. CLASS 52 PIPE ' - 2.67 I6" B. V. w7 : i c CONC. BASE r pF X. 24" STA 3ofi6Z; 1`i` L7 20 10- 0 ' 20 - - 40 I6 (4"Er 23.8! ORIZ. 1"=20` 10 0 I 10 20 TE( IL" S��s57oR o ERT.. 3"=10' A92 32 73 32.53 32�33 32.2C 32 14 Ao ryotul 1 To` ` llp G.,3b i 30+00 32.'� 32-24 31+00 T.O.C. LEFT & RIGHT XX.XX- REPRESENTS 5" CURB HEIGHT XX.XX- REPRESENTS 6" CLIR13 HEIGHT EDA PROJECT NO. 07-Of-M75 g / m EAWNEERS ' SQAW67S • PUNI#ERS SURyEYGRS STA 29+04 TO NAS"TON ARIZONA CALIFOR4A STA.74+50 4 PKAVCO82.XLS • CITY OF RENTON Department of Planning/Building/Public Works CONTRACT ANGE ORDER AGREEMENT -029 ENGINEERS E571MATE CONTRACT: Park Avenue North Improve Change Order EDA—North Renton Industrial Access CONTRACTOR: Scoccom Construction,Inc. SUMMARY OF PROPOSED CHANGE: The scope of work associated with this change order consists of installing additional storm system improvements to connect private stone systems to the new stone system constructed per Schedule D(Change order 2). The work includes installing new Type 2 and Type 1L catch basins,approximately 58 linear feet of 12-Inch CPEP stone and 10 linear feet of Finch stone pipe. pipe. A CPEP 1Tx 12"xl2"olLwater separator tee fitting will also be installed in the existing catch basin at Sta.28+29, 37 feet right. The additional work will occur at stations 28+29 and 30+29 per the revised construction plans attached to this change order. The new stone system shall to meet the specification requirements for equlfer protection. The work will be paid for by extending the items by the following quantities;and adjusting the lump sum items by the following amounts and by adding two new items as follows: SCHEDULE D Item Bars Description Unit Est. Unit Total No. No. Quantity Price 401 Contractor Surveying(construction L.S. 1 $650.00 $650.00 staking and as-built survey) 403 Traffic Control L.S. 1 $2,000.00 $2,000.00 404 Trench Excavation Safety L.S. 1 $800.00 $800.00 405 Pavement Removal for crossing S.Y. 25 $15.00 $375.00 406 Pavement Sew Cutting(crossings only) L.F. 120 $5.30 $636.00 407 Cold Mix Tell 20 $10.00 $200.00 408 Gravel Borrow Including Haul (Trench backfill if native is unsuitable) Ton 30 $8.50 $255.00 410 Incidental Concrete (crossings only,removed and installed) C.Y. 6 $100.00 $600.00 411 Incidental Asphalt Concrete Pavement Class"E"(5-inch pavement base trench restoration) Ton 1 $5D.00 $50.00 412 Corrugated Polyethylene Storm Sewer Pipe 12-inch Diameter L.F. 58 $25.00 $1,450A0 413 Pipe Bedding Ton 48 $11.00 $528.OD 414 Catch Basin Type 1 L (Includes installation of catch basins with water tight rubber gasket joints between sections and bitumastic coaling of catch basins.) EA. 1 $1,035.00 $1,035.00 415 Catch Basin Type 2(includes installation of manholes with water tight rubber gasket joints between sections and butumastic coaling of manholes) EA. 1 $2,400.00 $2,400.00 417 Aquifer Protection Measures for Change Order Additional Work (Includes water tight epoxy grouting of all pipe entrances through walls, leak testing of pipe,catch basins and manholes and any other incidental Costs) L.S. 1 $800.00 $800.00 418' Curb removal and replacement L.F. 15 $50.00 $750.00 419" CPEP 12"xl2"xl2"OiINVater Separator Tee Fitting(install in existing CB) EA. 1 $500.00 $500.00 420' Stone Sewer Pipe 6-inch Diameter L.F. 10 $8.00 $80.00 SUBTOTAL: $13,109.00 -- `New Items 8.20% SALES TAX: $1 074.94 E14,163.94 A .. Page Break Pagel T ice: �i(/ SCOCCOLO CONSTRUCTION, INC. General Contractors January 25, 1995 Q P(�1C+1f7 u JAN 2 6 19H Mr. Ronald Straka, P.E. CITY c F F ZE�i TG`J City of Renton Public Works Engineering Dept. 200 Mill Avenue South Renton, WA 98055 Serial Letter No. 86 Re: Park Avenue North Improvements Bronson Way to Garden Avenue North EDA Project No. 07-01-03375 CHANGE ORDER NO. 6 ADDED STORM DRAINAGE WORK Dear Sir: Enclosed are the costs to install the added storm drain work per your request on the above noted project. We have provided a breakdown for the traffic control items for your review. The incidental concrete used for the trench patching should be at $100.00 per cubic yard. This amount is applicable under Schedule "A" Item No. 26 in the contract. We will have to excavate and expose a large area to install the new type 1 Catch Basin on the corner of Park Avenue North and North 4th Street. I have included some extra manpower and equipment time under Item No. 417 to account for the added work in lieu of re-negotiating the unit contract prices for piping and catch basins. The amount in Item No. 417 is in addition to the non-shrink grout and aquifer protection provisions already agreed upon. If you have any questions, please call. Very truly yours, SCOCCOLO CONSTRUCTION, INC. Mark Scoccolo Project Manager MS:ms cc: Richard Evans, Project Manager Encl: STORMFLG.xis 2825 SOUTH 154TH STREET, SEATTLE, WA 98188•(206)242-0633 Equal Opportunity Employer , • CITY OFRENTON HbUtIVED Department of Planning/Building/Public Works CONTRACT CHANGE ORDER AGREEMENT CAG 94-029 JAN 1 1 1995cc CONTRACT: Park Avenue North Improvements Change Orarcv- EDA—North Renton Industrial Access Phase 2 CONTRACTOR: Scoccolo Construction, Inc. SUMMARY OF PROPOSED CHANGE: The scope of work associated with this change order consists of installing additional storm system improvements to connect private storm systems to the new storm system constructed per Schedule D(Change order 2). - The work includes installing new Type 1 and Type 1 L catch basins, approximately 82 linear 7eet of 12-inch CPEP storm pipe. A CPEP 17 x12"x12"oiVwater separator tee fitting will also be installed in the existing catch basin at Sta.28+29, 37 feet right. The additional work will occur at stations 28+29 and 30+29 per the revised construction plans attached to this change order. The new storm system shall to meet the specification requirements for aquifer protection. The work will be paid for by extending the items by the following quantities; and adjusting the lump sum items by the following amounts and by adding two new items as follows: SCHEDULE D Item Bars Description Unit Est Unit Total No. No. Quantity Price 401 Contractor Surveying(construction L.S. 1 rl� stakin and as-built survey) 403 Traffic Contrd LS 1 ZgGp 404 Trench Excavation Safetv L S 1 Z '2.50 405 Pavement Removal fw crossing S Y 25 $15 00 $375 00 406 Pavement Saw Cutting(crossings only) LF 14 $5 30 $74 20 407 Cold Mix Ton 20 $1000 $20000 408 Gravel Borrow Including Haul (Trench backfill If native is unsuitable) Ton 30 $e 50 $255 00 410 Incidental Concrete (crossings only,removed and l 00 — installed) C Y 6 -675-60 145TW 411 Incidental Asphalt Concrete Pavement Class"E"(5-Inch pavement base trench restoration) Ton 1 $50 00 $50 00 412 Corrugated Polyethylene Storm Sewer Pipe 124nch Diameter L F. 82 $25 00 $2 050 00 413 Pipe Bedding Ton 48 $11 00 $528 00 414 Catch Basin Type 1 and Type 1 L (Includes installation of catch basins with water tight rubber gasket pints between sections and bitumastic _ coatinc of catch basins.) EA. 2 $1 035 00 $2 070 00 417 Aquifer Protection Measures for Change Order Additional Work (Includes water tight epoxy grouting of all pipe entrances through walls, leak testing of pipe,catch basins and manholes and any other incidental costs.) L.S. 1 '-7 SZ ^ `1,� v 418• Curt removal and replacement L F. 15 - 419 CPEP 17k12"xl2"OiVWafef Separator Tee Fitting(install in e>ostin CB FA 1 400 — �O6 SUBTOTAL: 'New Items _ 8.20% SALES TAX: 9'1 ,Ilia TOTAL: loner]$. 18 PIPEFLG.XLS SCOCCOLO CONSTRUCTION, INC. PARK AVENUE NORTH IMPROVEMENTS FLAGGING ON ADDED STORM WORK 25-Jan-95 ESTIMATED 4 DAYS OF TRAFFIC CONTROL TO COMPLETE PIPE INSTALL AND PERM PATCHING LABOR: HRS RATE EXT FOREMAN 4 32.92 131.68 FLAGGER 32 21.94 702.08 FLAGGER 32 21.94 702.08 SUBTOTAL 1,535.84 MARKUP 307.17 SUB LABOR 1,843.01 EQUIPMENT: PICKUP 4 8.00 32.00 FLAGGING TRK 8 8.00 64.00 MISC CONES/SIGNS 4 100.00 400.00 BARRICADES SUBTOTAL 496.00 MARKUP MARKUP 74.40 SUBTOTAL EQUIPT. 570.40 MATERIALS: STEEL SHEET RENTAL 4 DAYS 250.00 MARKUP 37.50 SUBTOTAL MAT. 287.50 SUBTOTAL 2,700.91 SUBTOTAL 2,700.91 BOND AND INSURANCE COSTS 135.05 TOTAL AMOUNT FOR TRAFFIC CONTROL $2,835.95 Page 1 S-"°°1 FdAlities & OperatioAt Center iG ; Operations / Maintenance / Grounds WA ti 1220 North 4th Street • Renton, Washington 98055 403 Phone: (206) 204-4400 • Fax: (206) 204-4405 01-1 DEC 2 `' 1994 December 28, 1994 ; ,NYON ...,-irn(y rinQ inept. Ronald Straka Utility Engineer Supervisor Planning Building Public Works Department 100 Mill Ave. So. Renton, WA 98055 Dear Mr. Straka: This letter serves to confirm the Renton School District' s desire to proceed with the Sartori School storm system connection as described in your letter and proposal to me dated December 20, 1994 . At your convenience, please let me know who to issue the purchase order to. On behalf of the Renton School District, thank you for your assistance in this matter. Sincerely, Renton School District "03 Joe Lamborn Z�Noo�C 50c— Operations Manager ®:1 GARY POPOYICH GROUNDS LEAD d YYY _ 1220 NO.ATH ST. RENTON,WA 98055 JL/sdm c: Rick Stracke 15 'IV EzQI - 1^eiw�rit�u. Gary Popovich Diana Caple jlrsue � 40M CITY OF RENTON Planning/Building/Public Works Department Earl Clymer, Mayor Gregg Zimmerman P.E., Administrator December 20, 1994 Mr. Joe Lamborn Renton School District #403 1229 North 4th Street Renton, WA. 98055 SUBJECT: SATORI SCHOOL STORM SYSTEM CONNECTION TO PARK AVENUE NORTH STORM SYSTEM Dear Mr. Lamborn: The following is a cost estimate associated with installing a storm system stub to connect the Satori School to the new City of Renton storm system in Park Avenue North. We have decided that the City will pay for the storm system stub connection up to the Park Avenue right of way. The School District is responsible for paying for the cost of the storm system stub from the right-of-way to the existing private catch basin on the school site. The City will only maintain the portion of the stub in public right-of-way (Park Avenue North). Enclosed is an engineering drawing showing how the storm system stub will be constructed. The following is a summary of the cost for the portion of the storm system stub that the School District is responsible for funding (Park Ave right of way to existing on-site catch basin) ITEM DESCRIPTION QUANTITY UNITS UNIT TOTAL No. PRICE COST 1 Pavement Saw Cutting (crossings 14 L.F. $5.30 $74.20 only) 2 Incidental Asphalt Concrete 1 Ton $50.00 $50.00 Pavement Class "E" (5-inch pavement base trench restoration) 3 Corrugated Polyethylene Storm 7 L.F. $25.00 $175.00 Sewer Pipe 1 2-inch Diameter 200 Mill Avenue South - Renton, Washington 98055 � I f Renton School District#403 Satori School Storm System Connection to Park Avenue North Page 2 ITEM DESCRIPTION QUANTITY UNITS UNIT TOTAL No. PRICE COST 4 CPEP 12"x12"x12" Oil/Water 1 EA. $200.00 $200.00 Separator Tee Fitting (install in existing CB) 5 Pipe Bedding 4 Ton $11 .00 $44.00 6 Gravel Borrow Including Haul 3 Ton $8.50 $25.50 (Trench backfill if native is unsuitable) SUB- $568.70 TOTAL 8.2% SALES $46.63 TAX _ TOTAL $615.33 am Please review the enclosed cost information. Once the cost of the improvement is approved by the Renton School District, we can discuss the method of payment for the work. If you have any questions regarding this subject, please contact me at (206) 277-5548. Sincerely, Ronald J. S raka, P.E., Utility Engineering Supervisor Surface Water Utility H:DOCS:94-1 157:RJS:ps CC: Ron Olsen Enclosure ... F02- S--j4•" ls�iSM4 Z0 7S �TNWV4, SEC 17, T 23 N, R 5 E, 1'LV L r 3e.�� 2 LriL, Za.�f LT r-3 " 7-i,Pc EDA ?=(iz' vl = 27.o`f STA. 29+04 I Z7. j4 TO 27 i9 STA. 74+50 r I Y YE(IL - � r I ' Lz 12 15 — I zo all A s= "76 NI 6 h �, 29 cv �n 6 vA A � ems-.YJ "- - - i[ re[-�LZB 90 «- a.A^) - - i faPJn ZS t` ; 2 / O.0 EXISIDNCI Srrt28f21 37/ X - p I rw ZG f-IL 7o.7 S' F'.T N,�p rE �• �� z z9./'9<Ewstxy) Ga " Tr�E r - +S"s, 2-0,7 3 �r TV?_ s Gam+ E!. = Fs DA ' L 3Z.s7 �E fn W) = 29. 11 9+1W) : 7-9.01 O iI STA. 74+50 • CITY OF RENTON • CONCURREMCE . Public Works Department DATE 1z�/�j I AME CONTRACT CHANGE ORDER AGREEMENT_ 1VrJ r CONTRACT: PARK AVENUE NORTH IMPROVEMENTS (CAG-94-029 ) Schd CONTRACTOR SCOCCOLO CONSTRUCTION ^� SUMMARY OF PROPOSED CHANGE: The scope of work associated with this change order consists of installing additional storm system improvements to connect private storm systems to the new storm system constructed per change order 2 to the Park Avenue North Improvement Project (CAG-94-029) which established Schedule "D" of the contract. This change order is the first change order to the work associated with Schedule "D" of the contract The work includes installing a Type 1 L and Type 1 catch basins, approximately 82 linear feet of 12-inch CPEP storm pipe. A CPEP 12"x12"x12" oil/water separator tee fitting will also be installed in the existing catch basin at Sta. 28+29, 37 feet right. The additional work will occur at stations 28+29 and 30+29 per the revised construction plans. The new storm system shall to meet the specification requirements for aquifer protection. The following is a summary of additional quantities and estimated cost associated with Schedule "D" change order No. 1: SCHEDULE DESCRIPTION QUANTITY UNITS UNIT TOTAL "D" C.O. #1 PRICE COST ITEM No. $ 1.0 Contractor Surveying (construction 1.0 L.S. $250.00 $250.00 staking and as-built survey) 2.0 Traffic Control 1.0 L.S. $200.00 $200.00 3.0 Curb removal and replacement 15 L.F. $15.00 $255.00 4.0 Trench Excavation Safety 1.0 L.S. $150.00 $150.00 5.0 Pavement Saw Cutting (crossings 90 L.F. $5.30 $477.00 only) 6.0 Pavement Removal for crossing 25 S.Y. $15.00 $375.00 7.0 Cold Mix 20 Ton $10.00 $200.00 8.0 Gravel Borrow Including Haul 30 Ton $8.50 $255.00 Trench backfill if native is unsuitable 9.0 Incidental Concrete 6 C.Y. $75.00 $450.00 (crossings only, removed and installed 10.0 Incidental Asphalt Concrete Pavement 4 Ton $50.00 $200.00 Class "E" (5-inch pavement base trench restoration 1 11.0 Corrugated Polyethylene Storm Sewer 82 L.F. $25.00 $2,050.00 Pipe 12-inch Diameter 12.0 CPEP 12"x12"x12" OiVWater 1 EA. $150.00 $150.00 Separator Tee Fitting (install in existin CB 13.0 Pipe Bedding 48 Ton $11.00 $528.00 14.0 Catch Basin Type 1 and Type 1L 2 EA. $1,035.00 $2,070.00 (Includes installation of catch basins with water tight rubber gasket joints between sections and bitumastic coating of catch basins. 15.0 Aquifer Protection Measures for 1.0 L.S. $150.00 $150.00 Change Order Additional Work ( Includes water tight epoxy grouting of all pipe entrances through walls, leak testing of pipe, catch basins and manholes and any other incidental costs. SUBTOTAL $7 760.00 8.2% SALES TAX $636.32 -: TOTAL $8,396.32 ORIGINAL CONTRACT CURRENT CONTRACT ESTIMATED NET ESTIMATED AMOUNT AMOUNT CHANGE CONTRACT THIS ORDER TOTAL AFTER CHANGE SIGNATURES: Contractor. Date: Project Engineer: Date: Approved By: Date: (Utility Systems Manager) Mstc m11PARKCO3.DOC S,Pr -2.0 fZq Zo. 75 17—' NW1/4, SEC 17, T 23 N. R 5 E, (13 7YPE1L 27is3, Zo.7S' [ r Z-ECIz^N)T Z7.La.S Tide r �E(/i-•s) = n. 8s Ec rE(/z "e) = 28.4y ca�Zia 7'iPE EDA SL Rim Ec 3Z• ot STA 29+04 t TO 27 i9 1 STA 74+50 I Y rE IL I I I t 7 7 12 _ 7 • I J j F �• a N 28 s x �o # 29 N > cNv I J V H < N A C h.- D�A� \ _ TaP rGtiEL-1.8 AA;-S7. . 3 2 7 -A` qI- _ -+'•,TAIL 7 — - — — - • �� ,c�rr�,t, S�/1/•tATo,� � F'1a _ - - — - % o.a o.— E%�Sh NCB �� SrR 28f� j 43N- . GE= 3z B4 I Z o.7 S f-T Ln m '-7t5-5, 20.7 5 Ti?� -T uM E�. EDA Z L 3Z.5-7 �r29.11 srA 2s+oa 7 Z 9.01 TO I I STA 74+50 ! rr P SWA. SEC 8, T 23 N. R 5 E. W.M_ P EVATIONS l 9 5 L� 24'It �+ CURB RETURN ELEVATIONS n 32.24 c3 iTy'�.T Sat-10Zt r 32.15 (maxi S.oevow- F(a. I - ,P.C. STA. 17+67.81(22 LT) 31.45 rh'E c 32 3+: 1 31.52 _ 31.86 Z�jG vV -i '30-3 IVO L- E",5nv4 ?vc _ 31.57 2�( "){+3o.S ;�TEX� rl�F w I yr 3185 i) 3L57 4`N£ eurl/ATIOV) I 4 32.27 (HnnN F,4z P.T. STA., 31+06.05 ( 2'LT) 32.34 N w IS TA. 117+52 N_ - Z4L.F 121°'Srbz� `GoNA✓F1-r 1 !MATCH MATCH- EXISTING f rc O frr C�z°$ z7.9¢ p=90'04'54'� 4 Co I R=10.00' i co �' 4 L=15.72' 16 I I Y 4633(67 E) \: 4 GE 1 i5 3 — IE 7.94 (NEi t- 5) 2 w Lli �Z/) S V A. i 3 .: = II m� I 1 27.87 N :^ ,. ,5�.• ' Tom, _ - — � ; : F-- - to — c 5 - -1 ? n JP. — LLI .. 2 00 3 y 7 I (3) 9 10 t GE 31.23 5 I T r 5 IE 28.02 8 - s I CURB RETURN ELEV) z TA 41 +63 - ! STA. 118+67 P.C. STA. 118+59.08 (221T) W ESTIMATE 7 20 JAN 95 TO: FINANCE DIRECTOR FROM: PUBLIC WORKS DIRECTOR �' q CONTRACTOR: Scoccolo Construction, Inc. CONTRACT NO: EDA 07-01-03375 CAG 94-029 PROJECT: North Renton Industrial Access Phase Two ESTIMATE NO. 7 Park Avenue North Improvements 1. CONTRACTOR EARNINGS THIS ESTIMATE $131,525.20 2. SALES TAX @ 8.20% (Scheduals C & DI $1,900.74 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $133,425.94 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $2,024,818.08 5. EARNINGS DUE CONTRACTOR THIS ESTIMATE • $118,372.68 6. SUBTOTAL - CONTRACTOR PAYMENTS $2,143,190.76 7. RETAINAGE ON PREVIOUS EARNINGS $224,979.78 8. RETAINAGE ON EARNINGS THIS ESTIMATE •• $13,152.52 9. SUBTOTAL - RETAINAGE $238,132.30 10. SALES TAX PREVIOUSLY PAID $51,805.00 11. SALES TAX DUE THIS ESTIMATE (Scheduals C & D) $1,900.74 12. SUBTOTAL - SALES TAX $53,705.74 (90% x LINE 1) (RETAINAGE: 10%) GRAND TOTAL: $2,435,028.81 FINANCE DEPARTMENT ACTION: SCHEDULE A PAYMENT TO CONTRACTOR (From line 5): ACCOUNT 317/008/16.595.30.67.00[2510015460 $49,994.80 317/008/16.595.40.67.00[2510015460 $8,090.55 317/008/16.595.60.67.00[2510015460 $900.00 317/008/16.595.61.67.00[2510015460 $0.00 $58,985.35 i i w RETAINED AMOUNT (From line 8): ACCOUNT 317/008/16.595.30.67.00[2510015460 $5,554.98 317/008/16.595.40.67.00[2510015460 $898.95 317/008/16.595.60.67.00[2510015460 $100.00 317/008/16.595.61.67.00[2510015460 $0.00 $6,553.93 SCHEDULE B PAYMENT TO CONTRACTOR (From line 5): ACCOUNT 317/008/16.595.30.67.00[2522215470 $34,731.23 317/008/16.595.40.67.00[2522215470 418,281.25 317/008/16.595.60.67.00[2522215470 $183.96 317/008/16.595.61.67.00[2522215470 $21,891.60 $38,525.54 RETAINED AMOUNT (From line 8): ACCOUNT 317/008/16.595.30.67.0012522215470 $3,859.03 317/008/16.595.40.67.00[2522215470 42,031.25 317/008/16.595.60.67.00[2522215470 $20.44 317/008/16.595.61.67.00[2522215470 $2,432.40 $4,280.62 SCHEDULE C PAYMENT TO CONTRACTOR (From lines 5 and 11): ACCOUNT 421/500/18.596.34.65.55245/55245/5460 $0.00 317/008/16.595.30.67.00[2522315460 $21,111.10 $21,111.10 RETAINED AMOUNT (From line 8): ACCOUNT 421/500/18.596.34.65.55245/55245/5460 $0.00 317/008/16.595.30.67.0012522315460 $2,149.81 $2,149.81 SCHEDULE D PAYMENT TO CONTRACTOR (From lines 5 and 11): ACCOUNT 421/600/18.596.38.65.65015[6501515460 $1,651.43 �Y � $1,651.43 RETAINED AMOUNT (From line 8): //��SC ACCOUNT 421/600/18.596.38.65.65015[65.1515460 $168.17 $168.17 THIS ESTIMATE Total Paid to Contractor: 120,273.42 Total Retainage: 13,152.52 ✓ Total: 133,425.94 w CHARTER 116, LAWS OF 1965 CITY OF RENTON CERTIFICATION I, THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF PERJURY, THAT THE MATERIALS HAVE BEEN FURNISHED, THE SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBED HEREIN, AND THAT THE CLAIM IS A JUST, DUE AND UNPAID OBLIGATION AGAINST THE CITY OF RENTON, AND THAT I AM AUTHORISED TO AUTHENTICATE AND CERTIFY TO SAID CLAIM SIGNED: PARKAVENUE NORTH IMPROVEMENTS NORTH RENTON INDUSTRIAL ACCESS PHASE TWO EDA 07-01-03375 CAG 94-029 PLAN EST.#7 TO DATE BID EST#7 TO DATE BID ITEM QUANT-P OUANT-7 OUANT-TD UNITS ITEM UNIT PRICE COST-7 COST-TD COST-B SCHEDULE D (Storm Water Utility Only) 401 1 0.95 L.S. Contnactor Suwey $5000.00 $4 750.00 $5 OOO.OD 402 1 1 L.S. Temporary EfosonControl $800.00 $800.00 $800.00 403 1 1 L.S. Traffic control $7 000.00 $7 000.00 $7 000.00 404 1 1 L.S. Trench Excavation Safety $3 000.00 $3 000.00 $3 000.00 • 405 322 322 S.Y. Pavement Removal $15.00 $4 830.00 $4 830.00 406 265 289 768 L.F. Pavement saw Cutting(crossings) $5.30 $1531.70 $4070.40 $1404.50 407 50 130.5 Ton Cold Mu $10.00 $1 305.00 $500.00 408 540 366.83 Ton Gravel Borrow Including Haul(Trench BacMll) $8.50 $3 118.06 $4 590.00 409 470 Ton Crushed Surfacing Top Course $8.20 $3 854.00 410 17 C.Y. Incidental concrete(crossings) $75.00 $1 275.00 411 206 Ton Incidental As haft Concrete $50.00 $10 300.00 412 1475 1535 L.F. Conugated Polyethylene Storm $25.00 $38 375.00 $36 875.00 413 700 490.9 Ton Pipe Bedding $11.00 $5 399.90 $7 700.00 414 19 19 EA. Catch Basin Type 1 $1 035.00 $19 665.00 $19 665.00 415 3 2 EA. Catch Basin Type 2 $2 400.00 $4 800.00 $7 200.00 416 14 11 13 EA. Remove Odsting Manholes,Catch Basins or Inlets $150.00 $150.001 $1,950.001 $2 100.00 417 1 1 L.S. Aquifer Pfotection Measures $3 000.00 1 $3,000.001 $3 000.00 Total No Tax $1.681.701 $102 063.36 $119 093.50 Sales Tax: $137,90 $8 369.20 $9 765.67 Total wFFax: $1 819.601 $110,432.551 $128 859.17 SUMMARY Total w/o Tax: (LI..t> $131,525.20✓ $2,381,323.07 $3,066,748.35 Total Tax(Schedules C & D Only) (Lt..xa11) $1,900.74 $53,705.74 ✓ $57,079.38 Totalw/Tax: (11Am.3) $133.425.94J $2,435,028.81 J $3,123,827.73 Retainage 10% (LI..9) $13,152.52/ $238,132.31 f $306,674.84 90% Earnings (Lt..5) $118,372.68 / $2,143,190.76 $2,760,073.52 Pay This Estimate (90% Earnings +Tax) (Lt..s.it) $120,273.42 f $2,196,896.51 $2,817,152.90 Poge 7 of 7 ESTIMATE 5 2 DEC 94 TO: FINANCE DIRECTOR FROM: PUBLIC WORKS DIRECTOR CONTRACTOR: Scoccolo Construction, Inc. CONTRACT NO: EDA 07-01-03375 CAG 94-029 PROJECT: North Renton Industrial Access Phase Two ESTIMATE NO. 5 Park Avenue North Improvements 1. CONTRACTOR EARNINGS THIS ESTIMATE $209,320.72 2. SALES TAX @ 8.20% (Scheduals C & D) $3,747.96 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $213,068.67 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $1,636,346.74 5. EARNINGS DUE CONTRACTOR THIS ESTIMATE • $188,388.64 6. SUBTOTAL - CONTRACTOR PAYMENTS $1,824,735.39 7. RETAINAGE ON PREVIOUS EARNINGS $181,816.30 8. RETAINAGE ON EARNINGS THIS ESTIMATE `• $20,932.07 9. SUBTOTAL - RETAINAGE $202,748.37 10. SALES TAX PREVIOUSLY PAID $47,485.09 11. SALES TAX DUE THIS ESTIMATE (Scheduals C & D) $3,747.96 12. SUBTOTAL - SALES TAX $51,233.04 * (90% x LINE 1) ** (RETAINAGE: 10%) GRAND TOTAL: $2,078,716.80 FINANCE DEPARTMENT ACTION: SCHEDULE A PAYMENT TO CONTRACTOR (From line 5): ACCOUNT 317/008/16.595.30.67.00[25100]5460 $11,174.22 317/008/16.595.40.67.00[2510015460 $10,044.45 317/008/16.595.60.67.00[2 5 1 0015 4 60 $11,214.00 317/008/16.595.61.67.00[2 5 1 0015 4 60 $0.00 $32,432.67 RETAINED AMOUNT (From line 8): ACCOUNT 317/008/16.595.30.67.00[25100]5460 $1,241.58 317/008/16.595.40.67.00[2510015460 $1,116.05 317/008/16.595.60.67.00[2510015460 $1,246.00 317/008/16.595.61.67.00[2510015460 $0.00 $3,603.63 SCHEDULE B PAYMENT TO CONTRACTOR (From line 5): ACCOUNT 317/008/16.595.30.67.00[2522215470 $53,934.62 317/008/16.595.40.67.00[2522215470 $16,589.25 317/008/16.595.60.67.00[2522215470 $43,340.20 317/008/16.595.61.67.00[2522215470 $955.80 $114,819.87 RETAINED AMOUNT (From line 8): ACCOUNT 317/008/16.595.30.67.00[2522215470 $5,992.74 317/008/16.595.40.67.00[2522215470 $1,843.25 317/008/16.595.60.67.00[2522215470 $4,815.58 317/008/16.595.61.67.0012522215470 $106.20 $12,757.76 SCHEDULE C PAYMENT TO CONTRACTOR (From lines 5 and 11): ACCOUNT 421/500/18.596.34.65.55245/55245/5460 $0.00 317/008/16.595.30.67.00[2522315460 $43,381.60 $43,381.60 RETAINED AMOUNT (From line 8): ACCOUNT 421/500/18.596.34.65.55245/55245/5460 $0.00 317/008/16.595.30.67.00[2522315460 $4,417.68 $4,417.68 SCHEDULE D PAYMENT TO CONTRACTOR (From lines 5 and 11): ACCOUNT 421/600/18.596.38.65.65015[65.1515460 $1,502.46 $1,502.46 RETAINED AMOUNT (From line 8): ACCOUNT 421/600/18.596.38.65.65015[65.1515460 $153.00 $153.00 THIS ESTIMATE Total Paid to Contractor: 192,136.60 Total Retainage: 20,932.07 Total: 213,068.67 elks CHARTER 116, LAWS OF 1965 CITY OF RENTON CERTIFICATION 1, THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF PERJURY, THAT THE MATERIALS HAVE BEEN FURNISHED, THE SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBED HEREIN, AND THAT THE CLAIM IS A JUST, DUE AND UNPAID OBLIGATION AGAINST THE CITY OF RENTON, AND THAT I AM AUTHORISED TO AUTHENTICATE AND CERTIFY TO SAID CLAIM SIGNED: PARK AVENUE NORTH IMPROVEMENTS NORTH RENTON INDUSTRIAL ACCESS PHASE TWO EDA 07-01-03375 CAG 94-029 PLAN EST.#5 TO DATE BID EST#5 TO DATE BID ITEM QUANT-P QUANT-5 QUANT-TO UNITS ITEM UNIT PRICE COST-5 COST-TD COST-B SCHEDULE A (TIB & City only) 001. 1 1 LS MOBILIZATION $30 000.00 $30 000.00 $30,000.00 002. 1 0.15 0.9 LS CONTRACTOR SURVEYING $15 000.00 $2,250.00 $13 500.00 $15,000.00 . 003. 1 0.1 0.65 LS TEMPORARY WATER POLLUTION/EROSION CONTROL $3 000.00 $300.00 $2 550.00 $3 000.00 004. 1 0.1 0.8 LS TRAFFIC CONTROL $60 000.00 $6 OOO.DO $48 000.00 $60 000.00 005. 1 1 LS CLEARING AND GRUBBING $17 000.00 $17 000.00 $17 000.00 006. 1 0.15 0.9 LS REMOVAL OF STRUCTURES AND OBSTRUCTIONS $11000.00 $1650.00 $9900.00 $11 000.00 007. 230 SY REMOVE UNSATISFACTORY ASPHALT CONCRETE PAVEM $1 O.00 $2 300.00 008. 1130 1882 LF SAWCUTTING PAVEMENT $4.25 $7 998.50 $4 802.50 009. 100 134.3 TON COLD MIX $10.00 $1343.00 $1000.00 010. 4 EA ADJUST EXISTING VALVE BOX $100.00 $400.00 011. 1490 352 CY ROADWAY EXCAVATION INCLUDING HAUL $18.50 $6 512.00 $27 565.00 012. 160 TON GRAVEL BORROW INCLUDING HAUL $18.50 $2,960.00 013. 83 LF TRENCH AND BACKFILL V WIDE X 2'DEEP,CRUSHED ROC $12.00 $996.00 014. 64 LF TRENCH AND BACKFILL 2'WIDE c 4'DEEP,CRUSHED ROC $23.50 $1 504.00 015. 88 LF TRENCH AND BACKFILL 2'WIDE z O DEEP,ASPHALT RES $24.50 $2 1 56.00 016. 88 LF TRENCH AND BACKFILL 2'WIDE z 4'DEEP,CONCRETE R $25.00 $2 200.00 017. 70 TON CRUSHED SURFACING TOP COURSE $15.00 $1 050.00 018. 490 1 684.65 684.65 TON CRUSHED SURFACING BASE COURSE $12.00 $8 215.80 $8 215.80 $5 880.00 019. 2160 TON ASPHALT CONCRETE PAVEMENT CLASS B $30.00 $64 800.00 020. 160 TON ASPHALT CONCRETE PAVEMENT CLASS $50.00 $6000.00 021. 170 TON INCIDENTAL ASPHALT CONCRETE PAVEMENT CLASS B $50.00 $8 500.00 022. 8900 SY PLANING BITUMINOUS PAVEMENT $2.50 $22 250.00 023. 4960 SY PAVING FABRIC $1.25 $6 200.00 024. 260 SY CEMENT CONCRETE DRIVEWAY,6 INCH $1 9.00 $4 940.00 025. 450 SY CEMENT CONCRETE DRIVEWAY, 10INCH S. $28.00 $12 600.00 026. 30 CY INCIDENTAL CEMENT CONCRETE CLASS3000 $100.00 $3000.00 027. 13 EA ADJUST CATCH BASIN $275,00 $3 575.00 028. 5 EA ADJUST MANHOLE $300.00 $1 500.00 029. 59 Eft PSIPE-FRAXINUSOXYCARPA-RAYWOOD"(RAYWOODA $225.00 $13275.00 030. 59 EA TREE WELL $100.00 $5 900.00 031. 1 LS IRRIGATION SYSTEM COMPLETE $20 000.00 $20 000.00 032. 1830 1717 1717 LF CEMENT CONCRETE CURB AND GUTTER-5"HEIGHT $6.50 $11 160.50 $11 160.50 $11 895.00 033. 1870 LF CEMENT CONCRETE CURB AND GUTTER-6"HEIGHT $6.50 $12 155.00 034. 17100 LF TEMPORARY PAVEMENT MARKING $0,10 $1 710.00 035. 1600 EA RAISED PAVEMENT MARKER TYPE 1 $1.50 $2 400.00 036. 200 EA RAISED PAVEMENT MARKER TYPE lid $2.50 $500.00 Page 1 of 7 PARK AVENUE NORTH IMPROVEMENTS NORTH RENTON INDUSTRIAL ACCESS PHASE TWO EDA 07-01-03375 CAG 94-029 PLAN EST.#5 TO DATE BID EST#5 TO DATE BID ITEM QUANT-P QUANT-5 QUANT-TD UNITS ITEM UNIT PRICE COST-5 COST-TD COST-B HYDRANT MARKER 038. 2 EA ADJUST MONUMENT CASE AND COVER $20D.00 $400.00 039. 2290 SY CEMENT CONCRETE SIDEWALK $14.00 $32 060.0D 040, 12 EA CURB RAMP a $100.00 $1200.00 041. 1 0.19 0.95 LS ILLUMINATION SYSTEM COMPLETE $34 000.00 $6 460.00 $32 300.00 $34 000.00 042. 0 EA FURNISH AND INSTALL NEW LUMINAIRES ON SIGNAL POL $0.00 $0.00 • 043. 1 1 LS TRAFFIC SIGNAL SYSTEM COMPLETE-N 1ST ST AT BRON $7 300.00 $7 300.00 $7 300.D0 044. 1 1 LS TRAFFIC SIGNAL SYSTEM COMPLETE-N 3RD ST AT BR $7 500.00 $7 500.00 $7 500.00 045. 22 EA 0-FT z &FT INDUCTION LOOP DETECTOR $500.00 $11 000.00 046. 245 100 LF 1.12'SCHEDULE 40 CONDUIT,PVC $2.60 $260.00 $637.00 047. 10 LF 2-SCHEDULE 40 CONDUIT,PVC $20.00 $200.00 048. 10 LF 3'SCHEDULE 40 CONDUIT,PVC $20.00 2200.00 049. 58 LF 1-12'SCHEDULE 00 CONDUIT,PVC $5.00 $290.00 050. 56 161 LF 2-SCHEDULE 80 CONDUIT,PVC $5.00 $805.00 $280.00 051. 55 151 LF 2.12'SCHEDULE 80 CONDUIT,PVC $5.00 $755.00 $275.00 052. 420 1 335 LF TRENCH AND BACKFILL $10.00 $3 350.00 $4 200.00 053. 7 1 4 EA JUNCTION Box,TYPE 1 $175.00 $700.00 $1 225.00 054. 1 2 EA JUNCTION BOX TYPE 11 $500.00 $1 000.00 $500.00 055. 1 0.48 LS PERMANENT SIGNING $2 600.00 $1 248.00 $2 600.00 056. 420 LF 12-INCH PAINT STRIPE $0.75 $315.00 057. 880 LF 8-INCH PLASTIC CROSSWALK STRIPE $2.00 $1,760.0011 058. 3 EA PLASTIC TRAFFIC ARROW - $50.00 A$517380.50 059. 1 LS PROPERTY RESTORATION $10 000.00 060. 660 CY UNSUITABLE FOUNDATION EXCAVATION INCLUDING RAUL $14.00 Total A: $36 036.30 $211397.80 // PW Pog¢ 2 of 7 PARK AVENUE NORTH IMPROVEMENTS NORTH RENTON INDUSTRIAL ACCESS PHASE TWO EDA 07-01-03375 CAG 94-029 PLAN EST.#5 TO DATE BID EST#5 TO DATE BID ITEM QUANT-P QUANT-5 QUANT-TD I UNITS ITEM UNIT PRICE COSTS COST-TD COST-B SCHEDULE B (TIB, EDA& CITY) 101 1 1 LS MOBILIZATION $125 000.00 $125 000.00 $125 000.00 102 1 0.15 0.9 LS CONTRACTOR SURVEYING $20 000.00 $3 000.00 $1$000.00 $20 000.00 103 1 0.25 0.9 LS TEMPORARY WATER POLLUTIONIEROSION CONTROL $1 000.00 $250.00 $900.00 $1 000.00 • 104 1 0.15 0.8 LS TRAFFIC CONTROL $50 000.00 $7 500.00 $40 000.00 $50 000.00 105 1 1 LS CLEARING AND GRUBBING $1000.00 $1000.00 $1000.00 106 1 0.2 1 LS REMOVAL OF STRUCTURES AND OBSTRUCTIONS $10 000.00 $2 000.00 $10 000.00 $10 000.00 107 1500 500 SY PAVEMENT REMOVAL $15.00 $7 500.00 $22 500.00 108 250 SY REMOVE UNSATISFACTORY ASPHALT CONCRETE PAVEM $10.00 $2 500.00 109 11336 13869 LF SAWCUTTING PAVEMENT $4.25 $58 943.25 $48 178.00 110 160 55.95 449.9 TON COLD MIX $10.00 $559.50 $4499.00 $1600.00 111 28 EA JADJUST EXISTING VALVE BOX $100.00 $2 800.00 112 13 EA ADJUST EXISTING WATER VAULT $500.00 $6 50D.D0 113 5 EA ADJUST EXISTING METER BOX $250.00 $1 250.00 114 7900 6545 CY ROADWAY EXCAVATION INCLUDING HAUL $12.00 $78 540.00 $94 800.00 115 1290 7551.15 TON GRAVEL BORROW INCLUDING HAUL $7.50 $56 633.63 $9 675.00 116 120 92 CY STRUCTURE EXCAVATION CLASS A INCLUDING HAUL $16.50 $1 518.00 $1 980.00 117 1 1 LS SHORING OR EXTRA EXCAVATION CLASS A $250.001 $250.00 $250.00 118 1 1 LS SHORING OR EXTRA EXCAVATION CLASS B $9,000.001 $9 000.00 $9 000.00 119 895 950 LF TRENCH AND BACKFILL 1'WIDE x 2'DEEP,CRUSHED ROC $9.75 $9 262.50 $8 726.25 120 2687 1510 LF TRENCH AND BACKFILL Y WIDE x 4'DEEP,CRUSHED ROC $21.00 $31 710.00 $56 427.00 . 121 106 305 LF TRENCH AND BACKFILL 7 WIDE x 4'DEEP,ASPHALT REST $27.00 $8 235.00 $2 862.00 122 123 50 LF TRENCH AND BACKFILL 7 WIDE x 4'DEEP,CONCRETE RE $26.00 $1 300.00 $3 198.00 123 12 LF TRENCH AND CONCRETE ENCASEMENT T WIDE x 4'DEEP $43.00 $516.00 124 6 4 EA EXCAVATION AND BACKFILL FOR 4'-8"x 4'-8"VAULT $500.00 $2 000.00 $3 000.00 125 1 2 EA EXCAVATION AND BACKFILL FOR 4'A"x T VAULT $500.00 $1 D00.00 $500.00 126 3 4 EA EXCAVATION AND BACKFILL FOR 64"x 11'-10"VAULT $850.00 $3 400.00 $2 550.00 127 430 31.1 TON CRUSHED SURFACING TOP COURSE $10.00 $311.00 $4300.00 128 3870 970.71 2746.94 TON CRUSHED SURFACING BASE COURSE $10.00 $9707.10 $27469.40 $3$ 700.00 129 5050 TON ASPHALT CONCRETE PAVEMENT CLASS B $30.00 $151 500.00 130 1430 56.35 735.3 TON ASPHALT CONCRETE PAVEMENT CLASS E $35.00 $1 972.25 $25 735.50 $50 050.00 131 820 5 95 TON INCIDENTAL ASPHALT CONCRETE PAVEMENT CLASS B $50.00 $250.00 $4 750.00 $41 000.00 132 140 TON INCIDENTAL ASPHALT CONCRETE PAVEMENT CLASS E $50.00 $7 000.00 E3533 16800 11475.4 11475.4 SY PLANING BITUMINOUS PAVEMENT $2,50 $28 688.50 $28 688.50 $42 000.00 12240 SY PAVING FABRIC $1.25 $15300.00 75 SY CEMENT CONCRETE DRIVEWAY,6 INCH $25.00 $1 875.00 680 35.4 35.4 SY CEMENT CONCRETE DRIVEWAY,10 INCH 1 $30.001 $1 062.00 $1 062.00 $20 400.00 Page 3 of 7 PARK AVENUE NORTH IMPROVEMENTS NORTH RENTON INDUSTRIAL ACCESS PHASE TWO EDA 07-01-03375 CAG 94-029 PLAN EST.#5 TO DATE BID EST#5 TO DATE BID ITEM QUANT-P QUANT5 QUANT-TD UNITS ITEM UNIT PRICE COST-5 COST-TD COST-B 75rO INCIDENTAL CEMENT CONCRETE CLASS 3000 0 .O 138 40 39 CY CONCRETE CLASS 4000 $400.00 $15 600.00 $16 000.00 139 3300 3171 LB STEEL REINFORCING BAR $1.00 $3 171.00 $3 300.00 140 16 46 CY GRAVEL BACKFILL FOR WALL $25.00 $1 150.00 $400.00 141 3 3 CY GRAVEL BACKFILL FOR UNDERDRAIN $100.00 $300.00 $300.00 142 10 10 LF PVC DRAIN PIPE,6.INCH DIAM $5.00 $50.00 $50.00 143 140 117 LF PERFORATED PVC UNDERORAIN PIPE,6-INCH DIAM. $10.00 $1 170.00 $1 400.00 144 42 64 LF DUCTILE IRON STORM SEWER PIPE,&INCH DIAM. $40.00 $2 560.00 $1 680.00 145 4502 28 4289 LF CORRUGATED POLYETHYLENE STORM SEWER PIPE,12.1 $22.00 $616.00 $94 358.00 $99 044.00 146 1252 1293 LF CORRUGATED POLYETHYLENE STORM SEWER PIPE,1B-1 $25.00 $32 325.00 $31 300.00 147 512 517 LF CORRUGATED POLYETHYLENE STORM SEWER PIPE,24-1 $35.00 $18 095.00 $17 920.00 148 1180 3319.92 TON GRAVEL BACKFILL FOR PIPE BEDDING $11.00 $36 519.12 $12 980.00 149 53 57 EA CATCH BASIN TYPE 1 $685.00 $39 045.00 $36 305.00 150 11 1 10 EA CATCH BASIN TYPE 1L $975.00 $975.00 $9 750.00 $10 725.00 151 10 1 12 EA CATCH BASIN TYPE 2,48-I1NICH DIAM. $1 900.00 $22 800.00 $19 000.00 152 1 EA CATCH BASIN TYPE 2.72-INCH DIAM. $4 100.00 $4 100.00 153 1 1 EA CATCH BASIN TYPE 2,WNCH DIAM. $6 800,00 $6 800.00 $6 800.00 154 6 3 EA INSTALL SOLID LID ON EXISTING CATCH BASIN $150.00 $450.00 $900.00 155 10 EA ADJUST CATCH BASIN $250.00 $2 500.00 156 4 EA ADJUST MANHOLE $300.00 $1 200.00 157 28 25 EA REMOVE EXISTING MANHOLE,CATCH BASIN,OR INLET $150.00 $3 750.00 $4 200.00 158 1 3 EA RELOCATE CATCH BASIN $450.00 $1 350.00 $450.00 159 760 CY 2-WAY SOIL MIX $20.00 $15 200.00 • 160 110 CY BARK MULCH $20.00 $2 200.00 161 83 EA PSIPE-FRAXINUS OXYCARPA'RAYWOOD'FAYWOOD A $225.00 $18675.00 162 709 EA PSIPE-SHRUBS-2GAL. $10.00 $7090.00 163 4137 EA PSIPE-GROUNDCOVER-4 INCH POT $2.30 $9515.10 164 49 EA TREE WELL $100.00 $4 900,00 165 1 0.3 0.5 LS IRRIGATION SYSTEM COMPLETE $40 000.00 $12 000.00 $20 000.00 $40 000.00 166 4250 983 3431 LF CEMENT CONCRETE CURB AND GUTTER-5"HEIGHT $6.50 $6 389.50 $22 301.50 $27 625.00 167 4790 1608 4024 LF CEMENT CONCRETE CURB AND GUTTER-6'HEIGHT $6.50 $10452.00 $26156.00 $31135.00 168 2 EA SINGLE BUS SHELTER FOOTING $500.00 $1 000.00 169 4 EA DOUBLE BUS SHELTER FOOTING $500.00 $Z 0-00.00 170 1325 LF DOWELED CEMENT CONCRETE TRAFFIC CURB $7.00 $9 275.00 171 432 LF TYPE C BLOCK TRAFFIC CURB $6.00 $2 592.00 172 49200 LF TEMPORARY PAVEMENT MARKING $0.10 $4 920.00 173 3700 EA RAISED PAVEMENT MARKER TYPE 1 $1.501 $5 550.00 174 520 EA RAISED PAVEMENT MARKER TYPE lid 1 $2.50 $1 3D0.00 1 75 57 1 EA IRAISED PAVEMENT MARKER TYPE 3,10-INCH 1 $20.00 $1 140.00 Page 4 of 7 PARK AVENUE NORTH IMPROVEMENTS NORTH RENTON INDUSTRIAL ACCESS PHASE TWO EDA 07-01-03375 CAG 94-029 PLAN EST.#5 TO DATE BID EST#5 TO DATE BID ITEM QUANT-P QUANT-5 QUANT-TD UNITS ITEM UNIT PRICE COST-5 COST-TD COST-B HYDRANT MARKER 177 3 EA ADJUST MONUMENT CASEANDCOVER $200.00 $600.00 178 4520 SY CEMENT CONCRETE SIDEWALK $14.00 $63280.00 179 18 EA CURB RAMP $100.00 $1800.00 180 620 SY CEMENT CONCRETE SIDEWALK WITH BRICK PAVERS $25.00 $15 500.00 181 260 SY CEMENT CONCRETE SIDEWALK WITH THICKENED EDGE $26.00 $6 500.00 . 182 1 1 0.08 0.95 LS ILLUMINATION SYSTEM COMPLETE $60 000.00 $4 800.00 $57 000.00 $60 000.00 183 8 0.05 EA FURNISH AND INSTALL NEW LUMINAIRES ON SIGNAL POL $500.00 $25.00 $4 000.00 184 1 0.16 0.63 LS TRAFFIC SIGNAL SYSTEM COMPLETE-N 4TH ST AT BRO $60 000.00 $9 600.00 $37 800.00 $60 000.00 185 1 0.06 0.6 LS TRAFFIC SIGNAL SYSTEM COMPLETE-N 6TH ST AT BRON $60 000.00 $3 600.00 $36 000.00 $60 000.00 186 1 0.14 0.7 LS TRAFFIC SIGNAL SYSTEM COMPLETE.N 8TH ST AT BRON $60 000.00 $8 400.00 $42 000.00 $60 000.00 187 1 0.06 0.65 LS TRAFFIC SIGNAL SYSTEM COMPLETE-GATE K-9 AT BRON $60 000.00 $3 600.00 $39 000.00 $60 000.00 188 111 EA 6-FT X &FT INDUCTION LOOP DETECTOR $500.00 $55 500.00 AAAAA 1 1 LS MATERIAL ON HAND ITEM#188. See Im Ian for this pay eSI $7 505.78 $7 505.78 $7 505.78 189 2060 1991 LF 1-12'SCHEDULE 40 CONDUIT,PVC $1.75 $3 484.25 $3 605.00 190 140 1 300 343 LF 2'SCHEDULE 40 CONDUIT,PVC $3.50 $1 050.00 V 200.50 $490.00 191 305 LF 2-1/2-SCHEDULE 40 CONDUIT.PVC $4.20 $1 281.00 192 390 180 LF 3-SCHEDULE 40 CONDUIT,PVC $4.00 $720.00 $1 560.00 193 115 10 LF 3.12'SCHEDULE 40 CONDUIT.PVC $5.00 $50.00 $575.00 194 20 60 LF 4'SCHEDULE 40 CONDUIT,PVC $20.00 $1 200.00 $400.00 195 20 15 LF 4-12'SCHEDULE 40 CONDUIT,PVC $20,001 $300.00 $400.00 196 75 1 775 LF 1.12'SCHEDULE 80 CONDUIT,PVC $5.00 $3 875.00 $375.00 197 207 1 223 LF 2-12'SCHEDULE 80 CONDUIT,PVC $3.50 $780.50 $724.50 • 198 340 784 LF 3'SCHEDULE 80 CONDUIT,PVC $4.00 $3 136.00 $1 360.00 199 150 169 LF 3-12'SCHEDULE 80 CONDUIT,PVC $5.00 $845.00 $750.00 200 161 152 LF 4'SCHEDULE 80 CONDUIT,PVC $5.00 $760.00 $805.00 201 2690 300 2690 LF TRENCH AND BACKFILL $7.00 $2100.00 $18830.00 $18830.00 202 24 30 EA JUNCTION eDX.TYPE 1 $200.00 $6 000.00 $4 800.00 203 18 19 EA JUNCTION Box TYPE 11 $300.00 $5 700.00 $5 400.00 204 1 0.53 LS PERMANENT SIGNING $2,500.001 $1 325.00 $2 500.00 205 260 LF 4-INCH PAINT STRIPE $1.001 $260.00 206 1910 LF 8-INCH PLASTIC CROSSWALK STRIPE $2.00 $3 820.00 207 235 LF 24-INCH PLASTIC STOP BAR $3.50 $822.50 208 22 EA PLASTIC TRAFFIC ARROW $50.00 $1 100.00 2D9 1 LS PROPERTY RESTORATION $10 000.00 $10 000.00 210 1330 438.32 CY UNSUITABLE FOUNDATION EXCAVATION INCLUDING HAUL $12.00 $5 259.84 $15 960.00 211 1 1 LS 24"CLEANOUT PER CO#3 $2 587.50 $2 587.50 $2 587.50 Total B: $127 577.63 $1 191 292.77 $1 853 277.85 Page 5 of 7 Ak� PARK AVENUE NORTH IMPROVEMENTS NORTH RENTON INDUSTRIAL ACCESS PHASE TWO EDA 07-01-03375 CAG 94-029 PLAN EST.#5 TO DATE BID EST#5 TO DATE BID ITEM JQUANT-P QUANT-5 QUANT-TD I UNITS ITEM UNIT PRICE COSTS COST-TD COST-B SCHEDULE C (Water U61ity, LIMITED TIB) 301 1 1 LS MOBILIZATION $20 000.00W$6,000.00 $20 000.00 $20 000.00 302 1 0.05 0.95 LS CONTRACTOR SURVEYING $10 000.00 $9 500.00 $10 000.00 303 1 0.15 0.95 LS TRAFFIC CONTROL $4 0000.00 $38 000.00 $40 000.00 304 1 0.1 1 LS REMOVAL OF STRUCTURES AND OBSTRUCTIONS $90 000.00 $90 000.00 $90 000.00 305 2140 2307 SY PAVEMENT REMOVAL $10.00 $23 070.00 $21 400.00 306 4800 1301 LF SAWCUTTING PAVEMENT $4.25 $5 529.25 $20400.00 307 170 111.6 TON cow Mix $10.00 $1 116.00 $1 700.00 308 250 970 CY ROADWAY EXCAVATION INCLUDING HAUL $18.50 $17 945.00 $4 625.00 309 1 0.2 1 LS SHORING OR EXTRA EXCAVATION CLASS B $1,500.001 $300.00 $1 500.00 $1 500.00 310 1275 826.32 TON CRUSHED SURFACING TOP COURSE $8.201 $6775.82 $10455.00 311 550 TON ASPHALT CONCRETE PAVEMENT CLASS E $35.00 $19 250.00 312 20 TON INCIDENTAL ASPHALT CONCRETE PAVEMENT CLASS B $50.00 $1 000.00 313 2685 122.21 3237.82 TON GRAVEL BORROW INCLUDING HAUL $8.50 $1 038.79 $27 521.47 $22 822.50 314 60 TON GRAVEL BACKFILL FOR FOUNDATIONS CLASS A $1 0.00 $600.00 315 41 144 283 LF CL.52 DUCTILE IRON PIPE FOR WATER MAIN,&INCH DIA $52.00 $7 488.00 $14 716.00 $2 132.00 316 276 257 LF CL.52 DUCTILE IRON PIPE FOR WATER MAIN,&INCH DIA $26.00 $6,682.00 $7,176.00 317 53 33 LF CL.52 DUCTILE IRON PIPE FOR WATER MAIN,12-INCH DI $52.00 $1 716.00 $2 756.00 318 2817 2773 LF CL.52 DUCTILE IRON PIPE FOR WATER MAIN,16-INCH DI $60.00 $166,380.00 $169,020.00 319 2 1 2 EA GATE VALVE 61NCH M$3,450.00 $450.00 $900.00 $900.00 320 11 8 EA GATE VALVE 8-INCH $4 800.00 $6,600.00 w 321 7 7 EA BUTTERFLY VALVE I6-INCH $11 760.00 $11 760.00 322 1 EA BUTTERFLY VALVE24-INCH $3,450.00 323 7 EA REMOVE/SALVAGE EXISTING HYDRANT $7000.00324 $ EA RESETTING EXISTING HYDRANT $28,000.00 325 9 6 16 EA HYDRANT ASSEMBLY $10800.00 $28 800.00 $16200.00 326 4 EA REMOVE EXISTING WATER VALVE 0 $800.00 327 7 EA REMOVE EXISTING WATER VALVE BOX $100.00 $700.00 [332 9 6 7 EA CONNECTIONS TO EXISTING MAINS $1,200.00 $7 200.00 $8,400.00 $10 800.00 4 EA VERTICAL ADJUSTMENT AT EXISTING UTILITY $100.00 $400.00 70 70 EA SERVICE CONNECTION TYPE It $400.00 $28,000.00 $28,000.00 8 1 8 EA SERVICE CONNECTION 2-INCH DIAM. $1 400.00 $1400.00 $11 200.00 $11 200.00 635 10 CY UNSUITABLE FOUNDATION EXCAVATION INCLUDING HAUL $10.00 $100.00 $6,350.00 Total No Tax $44 176.79 $524 411.54 $576 996.50 Sales Tax: $3 622.50 $43 001.75 $47 313.71 Total w/Tax: $47,799.28 $567,413.29 $624 310.21 ef' Page 6 of 7 �k5 PARKAVENUE NORTH IMPROVEMENTS NORTH RENTON INDUSTRIAL ACCESS PHASE TWO EDA 07-01-03375 CAG 94-029 PLAN EST.#5 TO DATE BID EST#5 TO DATE BID ITEM �QUANT-P OUANT-5 OUANT-TO UNITS ITEM UNIT PRICE COST-5 COST-TD COST-B SCHEDULE D (Storm Water Utility Only) 401 1 0.15 0.95 L.S. Contmctor Survey $5 000.00 $750.00 $4 750.00 $5 000.00 402 1 0.1 1 L.S. Tempowy Erosion Control $800.00 $80.00 $800.00 $800.00 403 1 0.1 1 L.S. TreRc Control $7 000.00 $700.00 $7 000.00 $7 000.00 • 404 1 1 L.S. Trench Excavation Safety $3 000,00 $3 000.00 $3 000.00 405 322 322 S.Y. Pavement Removal $15.00 $4 830.00 $4 830.00 406 265 479 L.F. Pavement Saw Cutting(crossings) $5.30 $2538.70 $1404.50 407 50 130.5 Ton coldwK $10.00 $1305.00 $500.00 408 540 366.83 Ton Gravel Borrow Including Haul(Trench Baddiilp $8.50 $3 118.06 $4 590.00 409 470 Ton Cnmhed Surfacing Top Course $8.20 $3 854.00 410 17 C.Y. Incidental Concrete(crossings) $75.00 $1 275.00 411 206 Ton Incidental Asphalt Concrete $50.00 $10 300.00 412 1475 1535 L.F. Corrugated Polyethylene Storm $25.00 $38 375.00 $36 875.00 413 700 490.9 Ton Plpe Bedding $11.00 $5 399.90 $7 700.00 414 19 19 EA. Catch Basin Type 1 $1 035.00 $19 665.00 $19 665.00 415 3 2 EA, Catch Basin Type 2 $2 400,00 $4 800,00 $7 200,00 416 14 12 EA. Rem"Ebsting Manholes,Catch Basins or Inlets $150.00 $1 800.00 $2 100.00 11 417 1 1 L.S. lAquiferPmtectlon Measures $3 000.00 $3 000.00 $3,000.0011 Total No Tax $1 530.00 $100 381.66 $119 093.50 Sales Tax: $125.46 $8 231.30 $9 765.67 Total w/Tax: $1 655.46 $108 612.95 $128 859.17 SUMMARY Total wlo Tax: (Li..t) $209,320.72 $2,027,483.76 $3,066,748.35 Total Tax (Schedules C&D Only) (LI..2 as 11) $3,747.96 $51,233.04 $57,079.38 TotalwlTax: (Luna) $213,068.674/c5$2,078,716.81 $3,123,827.73 Retainage 10% (LI..8) $20,932.07 $202,748.38 $306,674.84 90% Earnings (Li..5) $188,388.64 $1,824,735.39 $2,760,073.52 Pay This Estimate (90% Earnings + Tax) w..s+tq $192,136.60flg,$1,875,968.43 $2,817,152.90 I" kS Page 7 of 7 City of Renton Finance Department Request for Claims or Treasurer's Check Date of Request Nov. 9, 1994 Date Required With this run Requesting Department Transportation Authorized Signature REASON FOR CHECK Deposit Refund Name Scoccolo Construction, Inc. A mount 92,030.25 Finance Receipt No Receipt Date Other Describe Circumstances Requiring Issuance of Check: Payment to contractor for work completed on the Park Avenue North Improvements project. CHECK PREPARATION INSTRUCTIONS Amount $ g2 030.25 Charge to Accounts) 421/600/18.596.38.65.65015/65015/546 Payable To Scoccolo Construction , Inc. Address XU Mail Check to Payee 0 Return to Dept: Soc See or IRS ID No 0 Other: CHECK AUTHORIZATION - Finance Department Use Only Approved Date 0 Claims 0 Treasurer's Check No: FIN 101 7/87 ESTIMATE 4 4 Nov 94 TO: FINANCE DIRECTOR FROM: PUBLIC WORKS DIRECTOR CONTRACTOR: Scoccolo Construction, Inc. CONTRACT NO: EDA 07-01-03375 CAG 94-029 PROJECT: North Renton Industrial Access Phase Two ESTIMATE NO. 4 Park Avenue North Improvements 1. CONTRACTOR EARNINGS THIS ESTIMATE - $450,477.61 2. SALES TAX @ 8.20% (Scheduals C & D) $9,567.90 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $460,045.50 /l/f- 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $1,230,916.90 5. EARNINGS DUE CONTRACTOR THIS ESTIMATE * 5405,429.84 6. SUBTOTAL- CONTRACTOR PAYMENTS $1,636,346.74 7. RETAINAGE ON PREVIOUS EARNINGS $136,768.54 8. RETAINAGE ON EARNINGS THIS ESTIMATE ** $45,047.76 9. SUBTOTAL- RETAINAGE $181,816.30 10. SALES TAX PREVIOUSLY PAID $37,917.19 11. SALES TAX DUE THIS ESTIMATE (Scheduals C & D) $9,567.90 12. SUBTOTAL - SALES TAX $47,485.09 * (90% x LINE 1) ** (RETAINAGE: 10%) GRAND TOTAL: $1,865,648.13 FINANCE DEPARTMENT ACTION: SCHEDULE A PAYMENT TO CONTRACTOR (From line 5): ACCOUNT 317/008/16.595.30.67.00[2510015460 $6,525.00 317/008/16.595.40.67.00[2510015460 $0.00 317/008/16.595.60.67.00[2510015460 $26,680.50 317/008/16.595.61.67.00[25100]5460 $0.00 $33,205.50 08.1 1.94 RETAINED AMOUNT (From line 8): ACCOUNT 317/008/16.595.30.67.00[2510015460 $725.60 317/008/16.595.40.67.00[2510015460 1 $0.00 317/008/16.595.60.67.00(2510015460 $2,964.50 317/008/16.595.61.67.00(2510015460 $0.00 $3,689.50 SCHEDULE B PAYMENT TO CONTRACTOR (From line 5): ACCOUNT 317/008/16.595.30.67.00[2522215470 $163,341.63 317/008/16.595.40.67.00[2522215470 $20,799.90 317/008/16.595.60.67.00[2522215470 $83,069.33 317/008/16.595.61.67.00[2522215470 $0.00 $267,210.86 RETAINED AMOUNT (From line 8): ACCOUNT 317/008/16.595.30.67.00[2522215470 $18,149.07 317/008/16.595.40.67.00[2522215470 $2,311.10 317/008/16.595.60.67.00[2522215470 $9,229.93 317/008/16.595.61.67.00[2522215470 $0.00 $29,690.10 SCHEDULE C PAYMENT TO CONTRACTOR (From lines 5 and 11): ACCOUNT 421/500/18.596.34.65.55245/55245/5460 $0.00fj4,,, 317/008/16.595.30.67.00[2522315460 $22,551.14 $22,551.14 RETAINED AMOUNT (From line 8): ACCOUNT 421/500/18.596.34.65.55245/55245/5460 $0.00 317/008/16.595.30.67.00(2522315460 $2,296.45 $2,296.45 SCHEDULE D q��1 PAYMENT TO CONTRACTOR (From lines 5 and 11): v ACCOUNT 421/600/18.596.38.65.65015[65.1515460 $92,030.25 $92,030.25 RETAINED AMOUNT (From line 81: ACCOUNT 421/600/18.596.38.65.65015[65.15)5460 $9,371.72 $9,371 .72 THIS ESTIMATE Total Paid to Contractor: 414,997.74 Total Retainage: 45,047.76 R,,s Total: 460,045.50 08.11.94 CHARTER 116, LAWS OF 1965 CITY OF RENTON CERTIFICATION I, THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF PERJURY, THAT THE MATERIALS HAVE BEEN FURNISHED, THE SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBED HEREIN, AND THAT THE CLAIM IS A JUST, DUE AND UNPAID OBLIGATION AGAINST THE CITY OF RENTON, AND THAT I AM AUTHORISED TO AUTHENTICATE ANDCERTIFY TO SAID CLAIM SIGNED: // l 08.1 1 94 CITY OF RENTON Department of Planning/Building/Public Works CONTRACT CHANGE ORDER AGREEMENT CAG 94-029 CONTRACT: Park Avenue North Improvements Change Order 2 EDA—North Renton Industrial Access Phase 2 CONTRACTOR: Scoccolo Construction, Inc. SUMMARY OF PROPOSED CHANGE: The change order is for the replacement of the existing storm system between Bronson Way North and North 4th Street with the installation of 12-inch storm system,catch basins,manholes,trench backfill,pipe bedding,pavement base replacement and associated appurtenances. The change order also include additional contractor surveying for construction staking and as-built of the new storm system along with traffic control, trench excavation safety(shoring),removal of existing manhole/catch basins or inlets and pavement removal that is in addition to the quantity of pavement removal already approved as part of the bid. The stone system pipe,pipe joints,type 1 and type 2 catch basins shall comply with the requirements of City of Renton Aquifer Protection Ordinance RMC S-S) Funding for this change(new Schedule D)will be 100%from the City of Renton Surface Water Utility. This change also extends the contract time 15 calandar days to a total of 215. The items included in the change order consist of the following: SCHEDULE D Item Bars Description it Est. Unit Total No. No. Quanti Price 401 Contractor Survey(construction L.S. 1 $5,000.00 $5,000.00 staking and as-built survey) 402 Temporary Erosion Control L.S. 1 $800.00 $800.00 403 Traffic Control L.S. 1 $7,000.00 $7,000.00 404 Trench Excavation Safety L.S. 1 $3,000.00 $3,000.00 405 Pavement Removal(In addition S.Y. 322 $15.00 $4,830.00 to the quantity previously approved) 406 Pavement Saw Cutting (crossings L.F. 265 $5.30 $1,404.50 only) 407 Cold Mix Ton 50 $10.00 $500.00 408 Gravel Borrow Including Haul Ton 540 $8.50 $4,590.00 (Trench backfill if native is unsuitable) 409 Crushed Surfacing Top Course Ton 470 $8.20 $3,854.00 (12"pavement base) 410 Incidental Concrete(crossings C.Y. 17 $75.00 $1,275.00 only,removed and installed) 411 Incidental Asphalt Concrete Ton 206 $50.00 $10,300.00 Pavement Class E"(5-inch pavement base trench restoration) 412 Corrugated Polyethylene Storm L.F. 1,475 $25.00 $36,875.00 Sewer Pipe 12-inch Diameter 413 Pipe Bedding Ton 700 $11.00 $7,700.00 414 Catch Basin Type f (Includes EA. 19 $1,035.00 $19,665.00 installation of catch basins with water tight rubber gasket joints between sections and bitumastic coating of catch basins.) 415 Catch Basin Type 2 (Includes EA. 3 $2,400.00 $7,200.00 installation of manholes with water tight rubber gasket joints between sections and bitumastic coating of manholes.) 416 Remove Existing Manholes, EA. 14 $150.00 $2,100.00 Catch Basins or inlets 417 Aquifer Protection Measures L.S. 1 $3,000.00 $3,000.00 (Includes water tight epoxy grouting of all pipe entrances through walls, leak testing of pipe, catch basins and manholes and any other incidental costs.) SUBTOTAL $119,093.50 SALES TAX $9,765.67 TOTAL $128,859.17 Original Contract Current Contract Estimated Net Change Estimated Contract Total Amount Amount This Change Order After This Change Order A $517,380.50 $517,380.50 $0.00 $517,380.50 B $1,850,690.35 $1.855,416.21 $0.00 $1,855,416.21 C $624,310.21 $624,310.21 $0.00 $624,310.21 D $0.00 $0.00 $128,859.17 $128,859.17 All $2,992,381.06 $2,997,106.92 $128,859.17 $3,125,966.09 SIGNATURES: Contractor: /�-��"��"' Date: Project Engineer: Date: c Approved By: v Date: ZS 14� y/ (Utility Systems Manager) Approved By: i�'�l � Date:lu - (Transportation Systems Division Manager) TIB: Date: EDA: Date: ` • CITY OF RENTON . Public Works Department _ CONCUR ENCE CONTRACT CHANGE ORDER AGREEMENT p r� 3 j Ltt I I V DA G.l CONTRACT: PARK AVENUE NORTH IMPROVEMENTS (CAG-94-029 ) �' CONTRACTOR SCOCCOLO CONSTRUCTION i SUMMARY OF PROPOSED CHANGE: The change order is for the replacement of the existing storm system between Brons 4th Street with the installation of 12-inch storm system, catch basins, manholes, trench backfill, pipe bedding, pavement base replacement and associated appurtenances. The change order also include additional contractor surveying for construction staking and as-built of the new storm system along with traffic control, trench excavation safety (shoring), removal of existing manhole/catch basins or inlets and pavement removal that is in addition to the quantity of pavement removal already approved as part of the bid. The storm system pipe, pipe joints, type 1 and type 2 catch basins shall comply with the requirements of City of Renton Aquifer Protection Ordinance RMC 8-8 The items included in the change order consist of the followin : SCHEDULE DESCRIPTION QUANTITY UNITS UNIT TOTAL "D" ITEM PRICE COST No. $ 401 Contractor Survey 1.0 L.S. $5,000.00 $5,000.00 (construction staking and as-built survey) 402 Temporary Erosion Control 1.0 L.S. $800.00 $800.00 403 Traffic Control 1.0 L.S. $7,000.00 $7,000.00 404 Trench Excavation Safety 1.0 L.S. $3,000.00 $3,000.00 405 Pavement Removal 322 S.Y. $15.00 $4,830.00 (In addition to the quantity previously approved) 406 Pavement Saw Cutting (crossings 265 L.F. $5.30 $1404.50 only) 407 Cold Mix 50 Ton $10.00 $500.00 408 Gravel Borrow Including Haul 540 Ton $8.50 $4,590.00 Trench backfill if native is unsuitable 409 Crushed Surfacing Top Course 470 Ton $8.20 $3,854.00 12" avement base 410 Incidental Concrete 17 C.Y. $75.00 $1,275.00 (crossings only, removed and installed 411 Incidental Asphalt Concrete Pavement 206 Ton $50.00 $10,300.00 Class "E" (5-inch pavement base trench restoration 412 Corrugated PolyethWe Storm Sewer 1,475 L.F.• $25.00 $36,875.00 Pipe 12-inch Diameter 413 Pipe Bedding 700 Ton $11.00 $7,700.00 414 Catch Basin Type 1 19 EA. $1,035.00 $19,665.00 (Includes installation of catch basins with water tight rubber gasket joints between sections and bitumastic coating of catch basins. 415 Catch Basin Type 2 3 EA. $2,400.00 $7,200.00 (Includes installation of manholes with water tight rubber gasket joints between sections and bitumastic coating of manholes. 416 Remove Existing Manholes, Catch 14 EA. $150.00 $2,100.00 Basins or inlets 417 Aquifer Protection Measures 1.0 L.S. $3,000.00 $3,000.00 ( Includes water tight epoxy grouting of all pipe entrances through walls, leak testing of pipe, catch basins and manholes and any other incidental costs. SUBTOTAL $119,093.50 8.2% SALES TAX $9,765.67 TOTAL $128,859.17 ORIGINAL CONTRACT AMOUNT CURRENT CONTRACT AMOUNT ESTIMATED NET CHANGE ESTIMATED CONTRACT THIS ORDER TOTAL AFTER CHANGE $ $ $ $ SIGNATURES: Contractor: Date: Project Engineer: Date: Approved By: Date: (umM Systems Ma.geo HWo"\PARKCO2.DCC ��Scu S31e CITY OF RENTON i aI¢99¢ MEMORANDUM ` 8h� DATE: August 4, 1994 TO: Larry Warren FROM: Gregg Zimmerman STAFF CONTACT: Ron Straka SUBJECT: Park Avenue North Storm System Replacement Change Order The Surface Water Utility is considering the approval of a change order with the contractor (Scoccolo Construction) on the Park Avenue North Improvement project for the replacement of an existing storm system between Bronson and N. 4th Street. The replacement of the storm system between Bronson and N. 4th Street was not included in the original construction contract bid documents. It has been determined that it is better to replace the existing storm system now instead of potentially in the near future, which would require excavating in a new street, due to the age and condition of the existing storm system. The following are some questions that we need answers on to ensure that the work added to the existing contract legally. • The estimated total cost of the change order is approximately $135,000. The Park Avenue North Improvements construction contract total cost is $2,992,381 .06. The additional work resulting form the change order is approximately an 5% increase in total project cost. Can the work be added to the existing construction contract by change order, or are we required legally to advertise for new bids for the change order work? • If the additional work can be done as a change order to the existing construction contract, is the contractor legally required to use the unit costs approved in the bid for similar bid items (12-inch storm pipe, type 1 catch basins), or is the contractor allowed to increase the price? • Should sales tax be charged on the work associated with the change order, or is the work exempt from state sales tax? Please provide responses to these questions at your earliest convenience. If you have any questions regarding this subject, please contact Ron Straka at 277- 5548. cc: Ron Olsen H:DO C S:94-7 34:RJ S:kv I pTIONS AND RESPONSIBILITIES TO THE PUBLIC 147 M1mswers to questions in this area The Contracting Agency will not adjust its the Contractor bases a bid on a misunderstood tax liability. actor shall include all Contractor-paid taxes in the unit bid prices or other ants.In some cases, however, state retail sales tax will not be included. 2(2)describes this exception. ~ Contracting Agency will pay the retained percentage only if the Contractor has from the State Department of Revenue a certificate showing that all contract- '• 'pxes have been paid (RCW 60.28.050). The Contracting Agency may deduct ti payments to the Contractor any amount the Contractor may owe the State unt owed relates to this contract or not. Any [of Revenue, whether the amo . `so deducted will be paid into the proper State fund. '3 1): State Sales Tax:Work Performed;on Non-State Land State Department of Revenue Rule 171 and its related rules apply for this section a special provisions of the contract will identify those parts of the project that ' �agnita work on land owned by: - 1. A municipal corporation, k' 2, Apolitical subdivision of the State,or 3. The United States of America. +3K''For work performed on such land the Contractor shall include Washington State iitail sales taxes in the various unit bid prices or other contract amounts.These retail 'ides taxes shall include those the Contractor pays on purchases of materials,equipment, '.i and supplies used or consumed in doing the work. 1-072(2) State Sales Tax: Work on State-Owned Land State Department of Revenue Rule 170 and its related rules apply for this section - The special provisions of the contract will identify those parts of the project that require work on State-ewned land. �+ For work performed on State-owned land, the Contractor shall collect from the Contracting Agency,retail sales tax on the full contract price.The Contracting Agency will automatically add this sales tax to each payment to the Contractor.For this reason, the Contractor shall not include the retail sales tax in the unit bid prices or in any other contract amount. However,the Contracting Agency will not add in sales tax the Contractor(prime or subcontractor) pays on the purchase or rental of tools, machinery, equipment, consumable supplies not integrated into the project. rcontracteCt.Such u h styes taxes the Staemowudedns in the unit bid prices or in any he construction site or not. 1-07.2(3) Services The Contractor shall not collect retail sales tax from the Contracting Agency on any contract wholly for professional or other services (as defined in State Department of Revenue Rules 138 and 224). 1-073 Forest Protection When the work is in or next to State or Federal forests, the Contractor shall know and observe all laws and rules (State or Federal)on fire prevention and sanitation.The Contractor shall ask the local forest supervisor or regional manager to outline requirements for permits,sanitation,fie-fighting equipment,and burning. Page 1-41 • 1-04 SCOPE OF THE WORK SCOT 1-043 Vacant 2 1-04.4 Changes The Contracting Agency may at any time change the work within the general scope of the contract.Among others,these changes may include: 1. Deleting any part of the work, 2. Increasing or decreasing quantities, 3. Altering specifications,designs,or both, 4. Revising the way the work is to be done, 5. Adding new work, 3. 6. Altering Contracting Agency-provided facilities, equipment, materials, services,or sites,or 7. Ordering the Contractor to speed up or delay the work. The Engineer will issue a written change order for any change unless the remainder Tlu of this section provides otherwise. costs an. For Item 1, an equitable adjustment for deleted work will be made as provided in other ref Section 1-095. Thu For Item 2, if the actual quantity of any item increases or decreases by more than follower 25 percent from the original plan quantity,the unit contract prices for that item may be payment adjusted in accordance with Section 1-04.6. Extensic For any change except Item 1 (deleted work) or Item 2 (increasing or decreasing will be n quantities)the Engineer will determine if the change should be paid for at unit contract In s price(s). If the Engineer determines that the change increased or decreased the Engineer Contractor's costs or time to do any of the work including unchanged work,the Engineer The will make an equitable adjustment to the contract. The equitable adjustment will be by (2)write agreement with the Contractor. However,if the parties are unable to agree,the Engineer change c will determine the amount of the equitable adjustment in accordance with Section 1-09A £mal sett and adjust the time as the Engineer deems appropriate. Extensions of time will be costs, in evaluated in accordance with Section 1-08.8. The Engineer's decision concerning change, equitable adjustment and extension of time shall be final as provided in Section 1-05.1. By: The Contractor shall proceed with the work upon receiving: entitlemc 1. A written change order approved by the Engineer,or instructic 2. An oral order from the Engineer before actually receiving the written change By order. Contract, Changes normally noted on field stakes will not require a written change order. These changes shall be made at the unit prices that apply.The Contractor shall respond 1-04.6 immediately to changes shown on field stakes without waiting for further notice. Pa)i The Contractor shall obtain written consent of the surety or sureties if: (1)changed perfomne work increases the total cost of the project by more than 25 percent of the original total of work, contract price,or(2)the Engineer requests such consent. for accep 1-04.5 Procedure and Protest by the Contractor quantity, increase c If in disagreement with anything required in a change order, another written order, 1, or an oral order from the Engineer,including any direction,instruction, interpretation,or determination by the Engineer,the Contractor shall: 1. Immediately give a signed written notice of protest to the Project Engineer or the Project Engineer's field inspectors before doing the work; Page 1-20 r CITY OF RENTON • Public Works Department CONTRACT CHANGE ORDER AGREEMENT CONTRACT: PARK AVENUE NORTH IMPROVEMENTS (CAG-94-029 ) C.O.# CONTRACTOR SCOCCOLO CONSTRUCTION SUMMARY OF PROPOSED CHANGE: The change order is for the replacement of the existing storm system between Bronson Way North and North 4th Street with the installation of 12-inch storm system, catch basins, manholes, trench backfill, pipe bedding, pavement base replacement and associated appurtenances. The change order also include additional contractor surveying for construction staking and as-built of the new storm system along with traffic control, trench excavation safety (shoring), removal of existing manhole/catch basins or inlets and pavement removal that is in addition to the quantity of pavement removal already approved as part of the bid. The storm system pipe, pipe joints, type 1 and type 2 catch basins shall comply with the requirements of City of Renton Aquifer Protection Ordinance RMC 8-8 The items included in the change order consist of the followin : SCHEDULE DESCRIPTION QUANTITY UNITS UNIT TOTAL "D" ITEM PRICE COST No. $ 401 Contractor Survey 1.0 L.S. $5,000.00 $5,000.00 117, (construction staking and as-built survey) 402 Temporary Erosion Control 1.0 L.S. $800.00 $800.00 1� 403 Traffic Control 1.0 L.S. $7,000.00 $7,000.00 5-74 404 Trench Excavation Safety 1.0 L.S. $3, 00.00 $3,000.00 ZS?. 405 Pavement Removal 322 S.Y. $15.00 $4,830.00 8�0 (In addition to the quantity previously >w approved) 5i 406 Pavement Saw Cutting (crossings 265 L.F. $5.30 $1404.50 7 only) 407 Cold Mix 50 3- Ton $10.00 $500.00 �Z 408 Gravel Borrow Including Haul 540 Ton $8.50 $4,590.00 3 Trench backfill if native is unsuitable) 5- 409 Crushed Surfacing Top Course 470 Ton $8.20 $3,854.00 12" pavement base 7 ? 410 Incidental Concrete 17 C.Y. $75.00 $1,275.00 ?� (crossings only, removed and installed 411 Incidental Asphalt Concrete Pavement 206 Ton $50.00 $10,300.00 n Class "E" (5-inch pavement base Z 2 go trench restoration) garsr M� oL t r 412 Corrugated Polyetene Storm Sewer 1,475 09 $25.00 $36,875.00 33l Pipe 12-inch Diameter Gf�Cl" 413 Pipe Bedding 700 b Ton $11.00 $7,700.00 59� 414 Catch Basin Type 1 19 EA. $1350.00 $25,650.00 ,� (Includes installation of catch basins 6 q f r ; with water tight rubber gasket joints between sections and bitumastic 2 ', Tree IL- coating of Catch basins. 415 Catch Basin Type 2 3 EA. $2,000.00 $6,000.00 (Includes installation of manholes with water tight rubber gasket joints between sections and bitumastic 41� JAty coating of manholes. 416 Remove Existing Manholes, Catch 14 EA. $150.00 $2,100.00 So� Basins or inlets 417 Aquifer Protection Measures 1.0 L.S. $3000.00 $3,000.00 ( Includes water tight epoxy grouting of all pipe entrances through walls, leak testing of pipe, catch basins and manholes and any other incidental costs. SUBTOTAL $123,878.50 8.2% SALES TAX $10,158.04 TOTAL $134,036.54 ORIGINAL CONTRACT AMOUNT CURRENT CONTRACT AMOUNT ESTIMATED NET CHANGE ESTIMATED CONTRACT THIS ORDER TOTAL AFTER CHANGE $ $ $ $ SIGNATURES: Contractor. Date: Project Engineer: Date: Approved By: Date: (UMift Syc ..Man.W) ftto m\PARKCO2.DOC AUG-iO4-1994 12:47 FROM AS&G PIPE PLANT TO 12062352541 P.01 _- ASSOCIATED SAND &GRAVEL EVERETT PIPE DIVISION P.O. BOX 2037 EVERETT, WASffiNGTON 98203 EVEREIT (206) 355-2111 SEATTLE (206) 624-0301 FAX (206) 348-6910 CONTRACTOR REGISTRATION #=3-01-AS-SO-CS-G37250 TO: FAX #: y 71 FROM: DATE: REFERENCE/ SUBJECT: NOTES: f NUMBER OF PAGES INCLUDING COVER: RU5-04-1994 12:47 FPLPq AS&G PIPE PLANT TO 12062352541 F.= t�.`�j�-ts �� • QUOTATION PA.eo7[2W a 0500 GLENWOOD Ave a EVEAE".WAeH.ea=�,, I - Date: gLc1hoc/ Project: -:P Z jf ac Bid Date: We are pleased to quote on the following material delivered F.O.B. jobsite, subject to the terms and conditions set forth below, and on the reverse side of this quotation: BID APPROX. TEM NO. UNITS DESCRIPTION A SPECIFICATIONS UNIT PRICE d s• J +P rf + r Ir 00 Terms of Z% by 1 Oth.. Net 30 Da s Payment month service charge will be assessed an all delinquent accounts. ACCEPTED this��ay of 19_ Respectfully submitted: Upon the terms and conditions contained on both sides hereof. ASSOCIATED SAN G L CO., INC. FIRM: By: BY: Title: Title: Seller Purchaser � C}e /= Everett(206) 355-21 7 1 • Seattle(206) 624.0301 c 1iO Con"Ctors ReeletraHon No.223-07-All-SO-CSG27250 08/01/94 12:49 STONEWq:CONCRETE 4 2352541 NO. 142 P001 r Stoneway Concrete, Inc. 1915 Maple liey Highway Renton, A 98055 226 000 FAX: 2 8-4924 FAXSIMILIE OVER SHEET Date:Q Q(, q44 Total Pages: 2- (including cover sheet) To: Attn.-_M%{C_Z From: l Fj C112 K Faxed by: Memo: ^ tr 1S En pr, � ei — i � f� 08/01/94 12:50 STONEWRY CONCRETE � 2352541 • NO. 142 P002 • *arnmstecho WM5W HEY DI K=11 Cement Based Waterproofing 1.DESCRIP ION:HEY'DI K-11 is a brush 4. COLORS:H Y'DI K-11 colors are natural B.Continue both coats or the HEY'DI ` 't or spray applied,portland cement based gray or white For special colors, contact K-11 application onto the sides and 2 S system for waterproofing concrete and Timms Tmhn cal Service Centers. bottom of the crack during the _m Z masonry through a crystallization process. waterproofingap application. to The formulation is similar to concrete,and Kp- +.i. — C7 tu when I lied, it becomes an C.Cure HEY'DI K-11 i minimum 4 rp C Z properly the days,and instal]a flexible w, mof u integral part d the wall. HEY'DI K-!1 Joint sealant. ga waterprmfs the negative side or the 5. GFdVERAL S ,CE PREPARATION: W positive side d the substrate. Surface must clean, structurally sound, 6.2 Expansion Joints - d 2Q and free doll ntaminanrs including curing A.Coniinuc both coats of the HEY'DI 'rrA N compounds, release agents.dust,din, K-11 application onto the aids and 8 to tq oil, old coati and paint. bottom of the joint during the 3 O 2.USES:Apply HEY'DE K-11 to interior or New concrete ridmasonry surfaces should waterproofing application. 2 exterior below grade surfaces, and he cured 7 d ys. Provide an absorptive B. Cure HEY'DI K-11 a minimum 4 j p between horizontal structural slabs and surface on all ubstrates including smooth days,and install a flexible waterproof a ; p tappings to protect against hydrostatic precast or fo concrete. joint sealant. r J water pressure. Typical applications Remove form rks and other protrusions. _ r Z ¢ include foundations and basements, floor Concede cavities,joints,cracks, 6.3 New fwistrucikn Johns•Clean and to S slabs, tunnels, darns, sewage or water voids, tie hole , and other defects must be - dampen the concrete surface.to be 2 W treatment plants, water reservoirs, opened and to tied to sound material. joined, as described above. ' U swimming pools, manholes, and other Rout broken uneven brick or block to A.Brush apply one coat of HEY'DI K-11 , underground saructums. Surfaces include sound material. at 4.5 lbs. per square yard.- concrete, concrete block, brick. and B. Cure 24 hours. and pour the new shoicrete. HEY'DI K-II is rat designed 5.1 Patching I fethods: Use potable water concrete against the HEY'DI K-11 ® to be used as a wearing surface. and dampe a all areas to be repaired or surface to form the bond and the , Horizontal surfaces subject to vehicle or filled, continuous membrane. heavy foot traffic must be covered with A.Apply the nsl brush coat of HEY'DI 777 a protective topping. For further K•11. 6.4 Through µWl Proetytloins- in forhttafion, contact Timms Technical B. After a 24 tar " n., "set". surface Including piping.tx g P P g. electrical conduit. Service Centers. sin apply the second coat s H . y of and noun embedded materials: HEY'DI Il. A.Cut around pipes a minimum 1 inch ' C.Apply HE 'DI SB Mortar to Fill or deep and I inch wide at the surface, ` repair defe live area. and clean pipe thoroughly, al 3.COMPOSITION AND MATERIAL: D.Allow pat hes to cure minimum 24 B, Mix HEY'DI SB Bonding Additive hours fore application of with potable water in a 1:1 ratio.Dry HEY'DI K-Il is a proprietary formulation d cements and chemical additives that is water blend cement and sand in a 1A ratio, mixed with water and HEY'DI SB E. Waterproof rpatchesas shown below. mix with the liquid, and apply this Bonding Additive to penetrate into the "key coat' to the pipe or conduit, X n capillaries of the surface and form a 5.2 Coved two Applications: Cure for r hours. m m crystalline structure. HEY'DI K-11 A.Apply t coats of HEY'DI K•ll as C.Dampen area, and apply 2 coats of M m contains rho added chloride and sodium shown a HEY'DI K-11 as shown above. ; Z compounds.It is inorganic,nontoxic,and B. Apply HE 'DI SB Mortar a form the D.Fill the remaining cavity with -t resistschemiml snack similar m portland required IIEY'DI SB Mortar, cute 24 hours, D O cement C.Allow ewe to cure minimum 24 hours and then apply HEY'DI K-11 z e Tecluakal Data before wa roofing. waterproofing as shown below. y D.waterproa over cores or canting as Tab and Methods Remhs Ceo®eub shown bel O D 9 m Adhesion fly Psi fa �' ASTM C952 C 90 R g Towle Strength 332 pu at LOP permit RH 7. MIXING INSTRUCTIONS: The m y ASIM CM III at RH fx SPECIAL CATION following are specific mixing instructions ro S �n Ps 50�ie"t PREPARAT Prepare the surfaces as for HEY'DI SB Mortar and HEY'DI K-Il, y m Fle ral Suergth 472 psi described abw AM CS1 7.1 HE SB Mortar maybe mixed Z Z Q _ 0 `-- rnCb Rrrr®hili 2b3 xIP^ I emt 6.1 Cracks - mechanically or by hand, C� 7 A.Cut out cralks to a minimum I"by I" A.Blend a 1:3 ratio of HEY'DI SB W CRD48-13 rnJsx width and a th. Clean and dampen Bonding Additive with O j Tesotl at water heads of 461.6 it(200 psi) P Pe a pliable weer Z g r ' surface. to make up the mixing liquid. 1 d 08/01/94 12:50 STONEWAY CONCRETE 4 2352541 • NO.142 P003 A.Positive Side%terpristAng:Blend B. Concrete Ms sonry Surfaces:Apply 12.ENVIRONMENTAL AND SAFETY a 1:5 ratio of HEY'DI SB Bonding HEY'DI K-II in 2 coats,using a 1/8 PRECAUTIONS:Industrial Use Only. Additive with potable water to make (0.32 cm) rich nozzle and air HEY'DI K-II contains portland cement up the mixing liquid. operated cc uipment capable of and is alkaline on contact with water. B. Negative Side Waterproofing:Blend spraying cell entitious materials. Provide adequate ventilation. In dusty a 0 ratio of HEY'DI SB Bonding spray apply lie first coat at 2.25 conditions, use respirators. Irritating to Additive with potable water. pounds per are yard(1.2 kp/sq m), eyes and skin. Avoid splashing into eyes 7.2 Mixing Procedures: and before in ial set,back brush the or contact with skin, Wear goggles,use A.Pour approximately one half of the surface with cement rmsons brush barrier creanis, and wear protective required mixing liquid into an empty, or brown to fill voids, and ensure clothing.In case of eye contact, flood eyes clean container.and begin slow speed uniform surf cc coverage. repeatedly with water and call a physician p aver mixing while slowly adding Cure the fir coat a minimum 24 immediately. DO NOf RUB EYES, Wash HEY'DI K-11. hours betim the second coat is skin thoroughly with strop and water after B. Gradually add more mixing liquid applied, handling or before smoking or eating. Do and HEY'DI K-11 to bring the Dampen the urface, and apply the not take internally- If ingested, drink mixture to the consistency of a secrRidcost a 2.25 pounds per square plenty of water or milk. do not induce completely blended slurry. yard (1.2 sq.nr) in the sate vomiting, and contact a physician C. When mixing is completed. Do Not manner as he first coat. Back imiediately. Keep nut of reach of Add Additional Mixing Liquid,and brushing is required. children. Consult Material safety Dam Do Not Retemper. 8.3 Broadcast Vowel Applintione: Sheet for funhcr information. 73 Materials: 50 pounds of HEY-DI Contact 7a s Technical Service K-11 will require a maximum of 2 Centers for mplete information. 13.PACKAGING:50 pound(22.7kg)poly- gallons of mixing liquid (3 kg!1). lined bags ;.i Storage: Prow from moisture. Shelf Life: One year property stored. 9. COVERAGE: 0 ic 50 pound bag will Freight Class: Class 55. 8. APPLICATION TECHNIQUES: cover approxinit icly IUO square feet Moisture must be present in the surface (2A kglsq.rny 14.TECHNICAL SERVICE: For applica- to clan the crystallization process. tion procedures or surface conditions not Dampen wall with potable water lefurc specified above, please contact: application. Surface must be damp. with TAMMS INDUSTRIES CO. no running or standing water. 10.CLEAN-UP IN (RUCTIONS: Clean Technical Service Ccrrwrs 93 Brush Application:Surface most be mixing and split "lion equipment with Corgmale Di"Istun leak free at time of application. water immerdiat ly after use. Clean 7.10 Caney Avcouc A. Load bristles of cement mason's splatter or spills u ih water before material Wilkes-Borne. PA 18702 brush with HEY'Dl K-II Gray, and sets. HEY'DI 1 41 is a cementilious (717) 822.2191 work the slurry into the surface to fill product cor la9ni V a polymer bonding PAX: 717-824-91XQ3 all pores and voids. The final brush additive, and if kilosscid to dry on the strokes should be in one direction.to surface, removal becomes extremely Central Ran i IKefahm t 72 produce an even texture and finish. difficult. KirklsraL 1L 60146 Apply HEY'DI K-11 at 0.25 pounds 18151522-3394 per square fool each coal FAX: 915-S22-3257 (2A kg1notsq,m).HEY'DI K-11 must be western Divt un dry 4 hours before applying II. CAISFIONS: Do n relemper HEY'Dt j 5741 E. Soma Au subsequent errata. K•il. Unutrio. CA 91761 B. Dampen first coat, mix, and apply Do not apply to frozen or frost filled (7ld)996.7667 Second coat in Sam mignner as the surfaces or when emperalum is below,or FAX: 714-983-7999 first coat, except that finish brush expected to fall below. 40 degrees F Canadian Division strokes are at right angles to the fmish (4.4 C) in 48 is. Edmomon. All strokes of the previous coal. Sccmd Do not appl HEY'DI K-II at 14031 955-21109 coat must dry 24 hours. HEY'DI K-II temperatures a 90 degrees F(32.2 Q. FAX: (403)955-3429 Gray must be used as the second coat unless the surface has been fully saturated for Waterpm10fing the negative side. with water fora i liiiiiinum of 15 minutes WARRANTIFS:Setter activists,awn me Pmdtcu do HEY'DI K-11 White or other before material plication begins. net:navyeopen any cmdght.paem.orirtiemat Or nose KRr..,r :Wass use P.Tricart'lnaanlY M ! CemenlitlOUS coatings such as Do not use on t ffic bearing surfaces. rights of any third parts, seller wrnnw that bs TAMOSEAL. TAMMS SBC. or Do not fill open terns,tanks,pools.etc- P��.RI cmrenri to and perform in accordance CONCRETE FINISHER may be with water for a east 7 days. with the Pmduct!quxilicationt.THE FOREGOING used as the second coat on positive Ensure that quatc ventilation is WARRANTIES ARE IN LIEU OF ALL 0171£R side surfaces. awilabte durits he application and the WARRANTIES. EXPRESS OR IMPLIED. Apply total 4.5 pounds HEY'DI K-11 full curing pen when using HEY'DI INCLUDING, BUT NOT LIMITED M THOSE per square and for 2 coals K-11 containing HEY'DI SB Bonding CONCERNING MERCHANTABILITY AND Y 8 8 FITNESS FOR A A PARTICULAR S PURPOSE. (2.4 kglsq.m). Additive in enel cd tanks Or[eSerWlis. LIMITATION ON LIABILITIES: Beoum 1 t>S 8.2 Splay Application:Surfaces must be Allow minimum days drying time before difficulty, of ascenalniag and measuring dBnaga dampened as instructed above. backfnlling unlel s protection board is 1em+aacr,it is agnavl that.eaxra av clan"6 baduy A.Concrete Surfaces: Apply HEY'DI used, injury.Seller's liability oa.Bu7na any bib parry. K-11 usingair operated spray Alksw 7 days cure before covering or for ary tasaes m danwgeB.vbrllar direct m edensht, Pe P Y yg g arising a4 a(the purnh ag ON Prarl a from Seib br equipment capable of spraying before the applica lion of a liquid polymer Byer shall ma c=tNI the mw1 amount WWI Bass cenerttitimts materials. Use 1l8 inch decorative coati bi1461e a ma Boyer as are►rodaat herenwkr.IN NO (0,32 cm) norzle. Apply HEY'DI Do not apply I all based paints Over EVERT WILL SELLER RE IAABLE FOR ANY K•If In one even coal at 4,5 poonds HEY'DI K-I . Negative side LOSS OF PROFITS OR lrrI7ER SPECIAL on r square yard (2.4 k /sq.m), Ovate roo!iin SELLCONSER HAS DAMAGES, EVEN lF per sq g rp C� SELLER IIAS BEEN ADVISED OF TFIE HEY'Di K-11 surface must be void Allow minimum 7 days cure before POSSIBILITY OF SUCH DthIAGES free. exposing HEY'D K-11 to water pressure. T7-5324)rm T:mm.Idunrics Co. nso ,235- 2541 N 07/21/94 13 15 %T 206 242 0792 SCOCCOCONST. (71 01 • OCC01,401" CONS 331 IRkiJ C n®Nq INC* General Contractors July 21, 1994 Mr. Richard Evans, Project Manager City of Renton Public Works 200 Mill Avenue South Renton, WA 99055 Serial Letter No. 25 Re: Park Avenue North Improvements Bronson Way to Garden Avenue North EDA Project No. 07-01-03375 STORM DRAIN CHANGE ORDER REVISED UNIT PRICES Dear Richard: Enclosed are the revised prices for the storm drain modifications between Bronson Way and North 4th street. If you have any questions please call. We have added some necessary items to complete the improvement. The quanitites are estimated, the actual quantities will be measured in the field. All other work will be performed at applicable unit contract prices. A timely response to the matter is appreciated. Very truly yours, SCOCCOLO CONSTRUCTION, INC. 'l— Mark Scoccolo Project Manager MS:ms cc: Pat Scoccolo, Scoccolo Construction 2825 SOUTH 154TH STREET, SEATTLE, WA 98188•(206) 242-0633 Equal Opportunity Employor 07/21/94 13. 16 22 206 242 0792 SCOCCOJOCONST. 02 • STRMCGOI.XLS SCOCCOLO CONSTRUCTION, INC. PARK AVENUE NORTH IMPROVMENTS STORM DRAIN MODIFICATIONS BRONSON TO N. 4TH STREET ITEM DESCRIPTION QUANT. LINT PRICE TOTAL COST 102 CONTRACTOR SURVEY 1 LS 5,000.00 5,000.00 103 TEMP. EROSION CONTROL 1 LS 1,200.00 j-2 GO.00 104 TRAFFIC CONTROL 1 L.S. 7,000.00 7,000.00 TRENCH EX. SAFETY 1 L.S. 3,000.00 3,000.00 109 SAWCUTTING PAVEMENT 7-45' L7W L.F. 5.30 2-j fi -00 I4 107 PAVEMENT REMOVAL 322 SY 15.00 4,830.00 110 COLD MIX 50 TON pW 50,,VO 2,5,WOO 115 GRAVEL BORROW 540 TON B.50 4,590.00 ,R 145 INCIDENTAL ASPHALT 329-TON 50.00 1-1;413uDo rla,,*vp CLASS E Z11-r- 148 PIPE BEDDING 9`s°�.24"� TON 11.00 13,409.00 r' 77D0 145 CORRUGATED 12- STORM 1475 LF 25.00 36,B75.00 PIPE 149 C.O. TYPE I 19 EA 1,350.00 25.650.00 151 C.B. TYPE 2 3 EA 2,000.00 6,000.00 157 REM_ EXISTING MANHOLES 14EA 150.00 2,100.00 AOUIFER PROTECTION 1 LS 3,000.00 3,000.00 MEASURES 135,564.00 Lie,Da.tr( 4rcnfv 7 S IZ7d' �T SvrlNuwS 3ek g,i.) Pace 1 STORM02.XLS SCOCCOLO CONSTRUCTION, INC. WORKSHEET FOR STORM DRAIN MODIFICATIONS /J PARK AVENUE NORTH IMPROVEMENTS CONTRACTOR SURVEY O DAYS WITH 3 MAN CREW 24 HRS AT 120/HR 2,880.00 AS BUILTS AND VERIFICATION 16 HRS AT 50/HR 800.00 SCOCCOLO COORDINATION 16 HRS AT 35/HR 560.00 4,240.00 OVERHEAD AND PROFIT 848.00 TOTAL 5,088.00 TEMPORARY EROSION CONTROL INCIDENTAL GRADING RS AT 65/HR 80. LABOR FOR MAINTENANCE 8 HRS/35HR 280.00 SUBTOTALI 1 1,060.00 OVERHEAD AND PROFIT 212.0 1 It TOTAL TRAFFIC CONTROL THREE FLAGGERS FOR 10 ADD'L DAYS 3,000.00 FLAGGING VEHICLE 1 80 HRS AT 12HR 960.00 INCIDENTAL SIGN RENTAL 1 L.S. 350.00 BARRICADES 50 AT 1/DAY EA 500.00 SITE OVERHEAD 1 DAY AT 1000/DAY 1,000.00 5,810.00 OVERHEAD AND PROFIT 1,162.00 TOTAL 6,972.00 AQUIFER PROTECTION ZONE OIL ASSORBANT PADS MIN PURCHASE i BOX 250.00 TESTING OF PIPING I 1 1 1,500.00 TRAVEL AND DISRUPTION BY MOVING EQUIPMENT OUT OF ZONE TO FUEL 10 HRS W/ THREE PIECES 1,500.00 50/HR AT 30 HOURS 3,250.00 OVERHEAD AND PROFIT 300.00 TOTAL 3,550.00 STORM02.XLS • SUB TOTAL 544.23 OVERHEAD AND PROFIT 108.85 SUBTOTAL 653.07 UNIT CONTRACT C.B. 685.00 TOTAL 1,338.07 TYPE 2 COATED C.B.'S 320.00 SPECIAL EPDXY 100.00 2 -12" RISERS 121.94 1- 6" RISER 53.29 LEAK TEST 75.00 DELIVERY 50.00 ADD'L SWABBING 200.00 SUB TOTAL 720.23 OVERHEAD AND PROFIT 144.05 SUBTOTAL 864.27 UNIT CONTRACT C.B. 1,900.00 TOTAL 2,764.27. 7yk T �J\ 2a � -- F7� Amapa Q(1-k - \32Z 1 E...... :.._ 1.:�__....'.. ��..............��...........:....._.:__ __........ .' ............. ... ......................................:_.... f:.y. �. . ... ./j,.. .... .... .... .... ... :. . :.... ....:....:....:.... ....:....:....:.... .. .. .... ..1.'"--.. . ...................:...................:...................:................... r i ...._-..._._:.----- -- � .._... .....�#...._`............_........ :_... .... 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V,4 C4,c, — - CPATC-/7 TYPE S UASe �/3Q �1�L E GILSOe/1 Te L,Q. ,O ASPHALT ,A'CLgp,!;j LIv6RY _ o e sus 12" �3Y I . LOTHC UJN/T CST EgSED / A-✓E DEPTH — [ OfiTED_-__... B/T._ MksTi AJ IT�2 {i 2.2.3. o 0 TYPE .2 9, 5c0 /7f 38. ov � J 9s00 10 (. c� TaTf+:� iyer rzifr c S 2 7 Z, ' .V THE CITY OF RENTON • DEPARTMENT OF PLANNINGBUILDING/PUBLIC WORKS FOURTH FLOOR 200 MILL AVENUE SOUTH RENTON,WASHINGTON 98055-2189 FAX: 235-2541 FAX TRANSMITTAL DATE: JULY 26, 1994 TO: MARK SCOCCOLO FAX#: (206) 242-0792 SCOCCOLO CONSTRUCTION, INC. FROM: RON STRAKA, RENTON SURFACE PHONE#: (206)277-5548 WATER UTILITY SUPERVISOR SUBJECT: PARK AVENUE NORTH STORM SYSTEM REPLACEMENT (BRONSON TO N. 4TH STREET) MARK S.: ENCLOSED IS A LETTER OUTLINING SOME QUESTIONS REGARDING THE REVISED PRICES FOR THE STORM SYSTEM REPLACEMENT BETWEEN BRONSON WAY AND N. 4TH STREET PROVIDED IN YOUR SERIAL LETTER No. 25, A REVISED DRAFT CHANGE ORDER IS ALSO ENCLOSED FOR YOU REVIEW AND USE. PLEASE CALL ME AFTER YOU HAVE REVIEWED THE LETTER AND HOPEFULLY WE CAN REACH A MUTUALLY ACCEPTABLE AGREEMENT ON THE UNIT PRICES FOR THE CHANGE ORDER. THANKS. RON S. Number of pages excluding cover sheet: 5 Mstraka\Iip\sca fa do AM CITY OF RENTON •�TN Planning/Building/Public Works Department Earl Clymer, Mayor Gregg Zimmerman P.e., Administrator July 26, 1994 Mr. Mark Scoccolo, Project Manager Scoccolo Construction, Inc. 2825 South 154th Street Seattle, WA. 98188 SUBJECT: PARK AVENUE NORTH IMPROVEMENTS PROJECT (CAG-94-029) BRONSON TO NORTH 4TH STREET STORM SYSTEM REPLACEMENT CHANGE ORDER Dear Mr. Scoccolo: I have reviewed the proposed change order unit prices shown in your serial letter No. 25 dated July 25, 1994 for the replacement of the existing storm system on Park Avenue North between Bronson and North 4th Street as part of the park Avenue North Improvements Project (CAG-94-029). We are very interested in proceeding with the storm system replacement as part of the Park Avenue North Improvements project, once a change order for the work is approved. However, before we can accept the revised unit prices for the work, we request that the following information be provided and/or issues resolved: • Provide more cost data justification for the following change order bid items: Contractor Construction Surveying, Traffic Control, Cold Mix, Catch Basin Type 1 and Aquifer Protection Measure. Provide a detailed cost break down used to determine the revised unit prices for the above referenced change order items. Copies of quotes from suppliers (catch basin manufacture, surveyor and others) is preferred. Please reference the schedule and bid item number that is being used as the change order item unit price. If the awarded bid item unit price is being increased, please provide an explanation for the increase. • Contractor construction surveying cost may be acceptable if the requested cost data documentation can support the requested amount. We may decide to hire our own surveyor to perform the construction surveying if we determine that there is a significant cost savings. • Pavement removal is for removal of the additional one-foot of pavement along the west side of Park Avenue North and the pavement removal associated with the perpendicular storm system street crossings. Transportation is currently paying for the pavement removal (2-feet from gutter) and pavement sawcutting along the west side of Park Avenue North. The pavement will be cut and removed at a 200 Mill Avenue South - Renton, Washington 98055 Park Ave N Storm Replacement July 26, 1994 Page: 2 maximum distance of 3-feet from the edge of gutter to facilitate the replacement of the storm system as part of the proposed change order. • Pavement sawcutting in the proposed change order is only for the additional saw cutting required for the perpendicular storm system street crossings. The existing construction contract currently includes the bid item and quantity for sawcutting along the west side of Park Avenue North. Based upon the unit price of your bid in the awarded contract for all schedules, the sawcutting unit price is $4.25 per linear foot. The $4.25 per linear foot unit price will be used in the proposed change order.instead of the $5.30 per linear foot as indicated in Serial Letter No. 25. • Explain the need for Cold Mix, why, where and when it would be used and how the quantity was calculated. The awarded construction contract bid item unit price for cold mix in all schedules is $10.00 per ton. The $10.00per ton unit price will also be used in the proposed change order instead of the $50.00 per ton unit price quoted in Serial Letter No. 25. • Crushed Surfacing Top Course (CSTC) awarded bid unit price in schedule "C" is $8.20 per ton. Since you are requesting to use the awarded bid unit price for Gravel Borrow of $8.50 per ton from schedule "C", then the proposed change order will use the unit price for CSTC (8.20 per ton) that is also on Schedule "C. • Please provide an explanation justifying the use of Incidental Asphalt Concrete, Class "E" bid item unit price instead of the bid item unit price for Regular Asphalt Concrete, Class "E". • The awarded bid item for 12-inch Corrugated Polyethylene Storm Sewer Pipe unit price on all schedules is $22.00 per linear foot. Your letter indicated that the change order unit price for the same item is $25.00 per linear foot due to the numerous water service crossings that will be encountered during construction per our phone conversation on 7/21/94. Also, you indicated that prior to installing the proposed storm system that you would be installing the new water services from the new 16-inch water main being constructed as part of the project. The $25.00 per linear foot is acceptable price for the 12-inch Corrugated Polyethylene Storm Sewer Pipe to be install as a result of the change order, but no additional payment will be made for any damage to the new water services, if one is damaged during the installation of the proposed storm system. The pipe fittings must satisfy the requirements of the Aquifer Protection Ordinance by having water tight gasket joints (ASTM D1248)• • The awarded bid unit price for Type 1 Catch Basins on all schedules is $685.00 each. The proposed change order unit price for Type 1 Catch Basins is $1,350.00 as indicated in Serial Letter No. 25. Please provide and explanation and justification for the approximately 200% increase in the items unit price. This item should not include the additional cost for compliance with the Aquifer Protection Ordinance (coating of catch basins and manholes with a bitumastic coating, the epoxy grouting of pipe entrances in catch basins and manholes, water tight gaskets in all catch basin and manhole, the water tight pipe fittings and leak testing of pipe, Park Ave N Storm Replacement July 26, 1994 Page: 3 catch basins and manholes). The cost of these items should be included in the proposed change order lump sum bid item for Aquifer Protection Measures, which should also include any additional or special handling cost. • The Aquifer Protection bid item lump sum unit price for the proposed change order shall include the cost of complying with the City of Renton Aquifer Protection Ordinance. The requirements of the ordinance, which apply to the proposed change order, include coating of catch basins and manholes with a bitumastic coating, the epoxy grouting of pipe entrances in catch basins and manholes, water tight gaskets between sections in all catch basin and manhole, the water tight pipe fittings and leak testing of pipe, catch basins and manholes. The bitumastic coating of catch basins and manholes interior walls and floor is only required. The coating of the exterior of the structures is not required. This can be done by the manufacture or manually in the field. The bid item lump sum price shall include additional and/or any special handling costs. The proposed storm systems passage of a leak test will constitute completion of the bid item. Please respond to these questions as soon as possible. Enclosed for your review is a revised draft change order that include all bid items and estimated quantities. Please write in the unit prices: for each bid item and return the draft change order with the information requested in the above items. If you prefer, we can meet to discuss these items. We are looking forward to executing the change order and replacing the storm system between Bronson and North 4th Street and starting construction. If you have any questions regarding this subject, or wish to meet and discuss these items, please contact me at (206) 277-5548. Very.tru llly�yours, r� j A� Ronald J. Straka, P.E., Engineering Supervisor Surface Water Utility cc: Ran Olsen Rich Evans H:DO CS:94-717:RLO:kv CITY OF RENTON Public Works Department CONTRACT CHANGE ORDER AGREEMENT CONTRACT: PARK AVENUE NORTH IMPROVEMENTS (CAG-94-029 ) C.O.# CONTRACTOR SCOCCOLO CONSTRUCTION SUMMARY OF PROPOSED CHANGE: The change order is for the replacement of the existing storm system between Bronson Way North and North 4th Street with the installation of 12-inch storm system, catch basins, manholes, trench backfill, pipe bedding, pavement base replacement and associated appurtenances. The change order also include additional contractor surveying for construction staking and as-built of the new storm system along with traffic control, trench excavation safety (shoring), removal of existing manhole/catch basins or inlets and pavement removal that is in addition to the quantity of pavement removal already approved as part of the bid. The storm system pipe, pipe joints, type 2 and type 2 catch basins shall comply with the requirements of City of Renton Aquifer Protection Ordinance RMC 8-8) The items included in the change order consist of the following: SCHEDULE DESCRIPTION QUANTITY UNITS UNIT TOTAL "B" ITEM PRICE COST No. $ 102 Contractor Survey 1.0 L.S. (construction staking and as- built survey) 103 Temporary Erosion Control 1.0 L.S. 104 Traffic Control 1.0 L.S. Trench Excavation Safety 1.0 L.S. 107 Pavement Removal (In 322 S.Y. addition to the quantity previously approved) 109 Pavement Saw Cuffing 265 L.F. (crossings only) 110 Cold Mix 50 Ton 115 Gravel Borrow Including Haul 540 Ton (Trench backfill if native is unsuitable 127 Crushed Surfacing Top Course 470 Ton 12" pavement base 137 Incidental Concrete (crossings 17 C.Y. only, removed and installed 145 Incidental Asphalt Concrete 206 Ton Pavement Class "E" (5-inch pavement base trench restoration 145 Corrugated Polyethylene 1,475 L.F. Storm Sewer Pipe 12-inch Diameter 148 Pipe Bedding 700 Ton 149 Catch Basin Type 1 19 EA. 151 Catch Basin Type 2 3 EA. 157 Remove Existing Manholes, 14 EA. Catch Basins or inlets Aquifer Protection Measures 1.0 L.S. ( Install catch basins and manholes with water tight rubber gasket joints between sections, water tight epoxy grout pipe entrances through walls, bitumastic coating of all interior floor and wall surfaces and leak testing of pipe, catch basins and manholes. SUBTOTAL h 8.2% SALES TAX TOTAL ORIGINAL CONTRACT CURRENT CONTRACT ESTIMATED NET CHANGE ESTIMATED CONTRACT AMOUNT AMOUNT THIS ORDER TOTAL AFTER CHANGE a a a a SIGNATURES: Contractor: Date: Project Engineer: Date: Approved By: Date: (Ming Systems Manager) H\stor TARKCO2.DOC CITY O0 RENTON ao � '" Planning/Building/Pu lic Works Department _ Gregg Zimmerman e.E., Administrator Earl Clymer, Mayor July 19, 1994 Mark Scoccolo Scoccolo Construction, Inc. 2825 South 154th Street Seattle, Washington 98188 RE: Park Avenue North Improvements -- Additional Storm Drain Dear Mark: change order for additional storm drain improvements Please review the attached drawings and draft and provide costs for the additional work. If you have any questions please call me. Thank you, Richard Evans Project Manager C: Mary Burgy 200 MlAon esFenton, o tORW�PaoN 55 uL10srcSUNIMsrnea n a¢cvcu f CITY OF RENTON D (� Public Works Department (� CONTRACT CHANGE ORDER AGREEMENT CONTRACT: PARK AVENUE NORTH IMPROVEMENTS (CAG-94- ) C.O.# CONTRACTOR SCOCCOLO CONSTRUCTION SUMMARY OF PROPOSED CHANGE: The change order is for the replacement of the existing storm system between Bronson Way North and North 4th Street with the installation of 12-inch storm system, catch basins, manholes, trench backfill, pipe bedding, pavement base replacement and associated appurtenances. The change order also include additional contractor surveying for construction staking and as-built of the new storm system along with traffic control, trench excavation safety (shoring), removal of existing manhole/catch basins or inlets and pavement removal that is in addition to the quantity of pavement removal already approved as part of the bid. The storm system pipe, pipe joints, type 2 and type 2 catch basins shall comply with the requirements of City of Renton Aquifer Protection Ordinance RMC 8-8) The items included in the change order consist of the following: SCHEDULE DESCRIPTION QUANTITY UNITS UNIT TOTAL "B" ITEM PRICE COST No. $ 102 Contractor Survey 1.0 L.S. (construction staking and as- built survey) 104 Traffic Control 1.0 L.S. Trench Excavation Safety 1.0 L.S. 107 Pavement Removal (In 322 S.Y. 15.00" $4,830.00 addition to the quantity reviousl a roved 115 Gravel Borrow Including Haul 540 Ton 7.50' $4,050.00 (Trench backfill if native is unsuitable 127 Crushed Surfacing Top Course 1.219 Ton 10.00' $12,190.00 (12" pavement base and pipe bedding) 130 Asphalt Concrete Pavement 228 Ton 35.00' $7,980.00 Class "E" (5-inch pavement base trench restoration 145 Corrugated Polyethylene 1,475 L.F. 22.00' $32,450.00 Storm Sewer Pipe 12-inch Diameter 149 Catch Basin Type 1 19 EA. 685.00" $13,015.00 151 Catch Basin Type 2 3 EA. 1,900.00" $5,700.00 157 Remove Existing Manholes, 14 EA. 150.00` $2,100.00 Catch Basins or inlets Aquifer Protection Measures 1.0 L.S. (Catch basins and manholes with water tight rubber gasket joints between sections, water tight epoxy grout pipe entrances through walls, bitumastic coating of all interior floor and wall surfaces and leak testing of pipe, catch basins and manholes. SUBTOTAL 8.2% SALES TAX TOTAL Actual bid unit prices in the awarded construction contract. ORIGINAL CONTRACT CURRENT CONTRACT ESTIMATED NET CHANGE ESTIMATED CONTRACT AMOUNT AMOUNT THIS ORDER TOTALAFTER CHANGE $ $ $ a SIGNATURES: Contractor: Date: Project Engineer: Date: Approved By: Date: (Utility Systems Manageo H\stofm\PARKCO.DOC MEMORANDUM JUL 15 1994 Ch I Ur ntrvlUN CITY OF RENTON Engineering Dept DATE: 14 July 1994 TO: Ron Olsen FROM: Jack Cru SUBJECT: Park A en North Storm Replacement Project Review I have reviewed the subject project proposal dated July 13, 1994 and concur, with the following condition: that enough money be retained in the surface water Small Works/CIP fund to pay a contractor to repair the collapsed 24" storm line at 601 Rainier Avenue North I discussed with you yesterday. • CITY OF RENTON MEMORANDUM DATE: July 13, 1994 TO: Jack Crumlley� FROM: Ron Olsen SyJ STAFF CONTACT: Ron Straka SUBJECT: PARK AVENUE NORTH STORM REPLACEMENT PROJECT Enclosed for your review and approval is a copy of the proposed Park Avenue North Storm Replacement Project plans. It is proposed the existing 6-inch and 8-inch storm systems between Bronson and North 4th Street will be replaced with a new 12-inch storm system designed by the Surface Water Utility Engineering Section. The new storm system has additional catch basins to provide better drainage for the street. It is proposed that the new storm system be installed by the contractor for the Park Avenue North Improvement Project by change order. The Park Avenue North Improvement Project currently does not include the replacement of the existing 6- and 8-inch storm systems between Bronson and North 4th Street. Based upon field investigation, and system review performed by the Wastewater Maintenance Section and the Surface Water Engineering Section, it is recommended that the existing system be replaced as part of the Park Avenue North Improvement project. The system is more than 40 years old and, based upon field inspection, has failing joints and bellys. A cost savings will be achieved if the storm system is replaced concurrently with the street improvement project, and it will eliminate the potential need for the Utility to have to dig-up a new street in the near future to fix a failed pipe section. The engineers estimate for the new storm system is enclosed for your review. The project is proposed to be funded out of the Surface Water Utility Small Drainage Problems Program Capital Improvement Project account. This project along with the other projects in the Small Drainage Problems Program that are currently in progress (Kennewick Avenue NE Outlet (to be constructed by Maintenance Crews), Rainier Avenue and Nelsen Place Storm System Replacement Project will utilize all funding currently appropriated in the CIP account for this year. If your concur with the Utility's recommendation to proceed with the Park Avenue North Storm Replacement Project between Bronson and North 4th Street, please initial the concurrence block on the enclosed draft Change Order and return to Ron Straka. If you have any questions or need additional information, please contact me at X-6207 or Ron Straka at X-5548. H:❑OCS:94-678:RJS:ps CC: John Thompson Enclosure :v3,1'swl+iTi-a1l,�o.10'3' 6t__ Z,7 fJ I vrs� --- �/� ,, z dv�� rC�oy✓sY�.v_>no'.s��d�1��- � Nailigld'3 iVi-. - S7 _'��f�7 'IP•o�J'anD'�nv __._�_. _.�� {�iNG✓i1.t^'Gf/ d/.v�..fo/ c% •O//=4Af S(N{��77� __ ,, -; � � � a �I � \ Cf "o:7 W"s >�yy jai v! S .r /i3�Y.r�adib,2�C'ov�nbb6� � j y N \ O 'Z/ sue/ sOd�� d/..y _.s7�/7y- ._ .,aysts�'J�Yd4!'�K%�ao�-l�l-sTy ----• 9-£ 9xf- all zpwv 8r G�'' �6 S'3G6'd(9 r `�o� y.,�nr?s f✓d�rtls' _a�yr�/�/14�d'oA/�iJys77� � rt, R� � y w a \1 a�'.a�odiol di�i��s Gc�dols ,o.Y sy!_7iJ o1aiY,yi/b'�/T»o/ '\ ter!•• �q � 4 � 4 N4 �/ o�»Ab ssvi'r77i/q V � ,R4 z 6 �07 3�lM r f+OYd�9 b��3s oy a„yswY�>r w do JA_�7>6� 6i 8 1'_�l/Nd/9 t�7Y^r?oif lzvrr'rsin/fzlw✓anvsox�A1 .v3iry DISCLAIMER THIS INVENTORY INFORMAT[pN rpR THE STORM DRAINAGE SYSTEM ex— It [S SCHEMATIC ONLY. lT VAS COMPILED FROM NUMEROUS SOURCES, [S THE BEST INFORMATION AVAILABLE AT THIS T[ C R BE USED SP OR GENERAL R DANCE ONLY. THE CITY 0 RENiDNS�ED ��\VV\ G �V�UQ✓ �M �( r A ' IS NOT TIM Is FOR ERRORS OR OMISSIONS. WHEN THIS r� 1 � JC_4V V'Q-Q ARE TO TIEL IS USED FOR ENGINEERING PURPOSE$ DESIGNERS ARE TO FIELD VERIFY THIS INFORMATION SEE SHEET 1: ¢Bz-e n.Bz- 3 ]Lz- �- V.K-1 N, 1).P2-2 Z z 4TH 7.a-1 me-3 ST Z z v 6 z W N A ON ST f2 Fe- DJ1 w > f3-1 naT-] Q J vn-n 17.0-1e I)f3 D p 3 na3-3 N DRQQK$ 7.0 ].r3- 1] 3-1 )LI- 17L3-12 1],q-19 1].0}22 ]L3-a 17L1- 7p1- 7M-5 JZ 11 1].r1- 721-10 \ I724-9 17,B4-3 4-2 `I W W La V Ce U21-B 1]S4-f7JI-2 )U )L4 Q Q 11 1LR-g n 21-) L4� ].TN-] >.D4-1 17Fa_1 >L4-5 \-1>51-1 ]U-9 N nL1-4 ` �d,9 Py vs4-1zJ vr.-B 7.1 P u1- n - / qv4-2 v.w-z 17r4-4 nL}z PAL �� f4-3 1>.P4- ]SS-3 OL}1 ]L5- v,B3-3 n -1 V.CS- 2ND 745-1 ST VLS-e 1J.19-2 V,OS-2 D,OS-1 I)x-) 17y VL6-e ZD6-12 1) J�F I>116-6 1 ��O 1]L6-1 P.D6-1 1186-8 1> 9 b-1l 7,N-4 1].86-9 1]L6-6 17 W-9 y 1].c6-) 7L5-10 46 4 y S 171B6-3 FAA ) -2 17,B6_4 y 1746-5 -=M-t . . 17.XLS MANHOLE AND OUTLET PIPE INVENTORY SHEET 17 The inventory information for the storm drainage system was compiled from numerous sources and is the best information available at this time and should be used only for GENERAL guidance . The City of Renton is not responsible for errors or omissions when this information is used for engineering purpose. Designers are to field verify this information. DWN GRATE UPPER LOWER GRATE O/W PIPE PIPE STREAM PLAN STRUCTURE INDEX # TYPE CB 7 IE IE IE TYPE SEP. DIAM. TYPE LENGTH STRUCT FILE • MH 17,G3-2 2 Y - 136 109.97 N 12 Cc 337 17,F3-1 2-1-52. MH 17,E3-1 2 Y 29.48 22.49 21.78 N 10 CC 240 17,D3-3 1-3-7. MH 17,D3-3 2 Y 28.99 21.78 20.98 N 10 CC 290 17,D3-2 1-3-7. MH 17,D3-2 2 Y 28.26 20.98 19.75 N 10 CC 410 17,D3-1 1-3-7. MH 17,D3-1 2 y 27.83 19.75 18.39 N 10 CC 256 17,C3-1 1-3-7. MH 17,C3.1 2 Y - 18.39 17.02 N 12 Cc 275 17,C3-2 1-3-2. MH 17,C3-2 2 Y - 17.02 15.2 - N 12 CC 364 17,63-1 1-3-2. MH 17,63-1 2 Y - 15.2 14.25 - N 12 CC 332 17,63-2 1-3-2. MH 17,D2-1 2 Y - - - N 12 CC - 17,C2-1 1-3-5. MH 17,C2-1 2 Y - - N 12 CC 17,C2-2 1-3-5. MH 17,C2-2 2 Y - - N 12 CC 17,132-1 1-3-5, MH 17,132-1 2 Y - - - N 12 CC 17,132-2 1-3-5. MH 17,132-2 2-48. Y 20.79 20.79 C N 12 CC 28 12,69-2 FIELD BOOK #89 MH 17,D2-2 2 Y 31.74 27.75 25.18 - N 12 CC 278 12,138-4 16-4-1 MH 17,C4-1 2 y 34.12 25.3 18.59 - N 22X36 CMP 252 17,C4-2 1-3-5. MH 17,136-2 2 y - - - - N - - - - • MH 17,E3-6 2 Y 34.52 34.43 - N 24 CC 18 17,E3-7 16-1-355 MH 17,E3-7 2-54. Y 33.2 N 24 CC 17,E3-8 16-1-355 MH 17,E3-8 2 Y N 24 CC 17,F2-4 16-1-355 MH 17,F2-4 2-54. Y 31.3 31.19 N 24 CC 30 17,F2-5 16-1-355 MH 17,F2-5 2-54. Y - 31.19 30.07 N 24 CC 310 17,F2-6 16-1-355 MH 17,172-6 2-54. y - 30.07 29.8 N 24 CC 75 17,F2-7 16-1-355 MH 17,F2-8 2.48. Y - 34.3 33.4 - N 18 CC 90 17,F2-9 16-1.355 MH 17,F2-9 2-48, Y - 33.4 33.2 - N 18 CC 20 17,F2-10 16-1.355 MH 17,C5-8 2 Y - N 8 17,C5-9 1-1-58. MH 17,E2-3 2 Y 28.23 23.5 21.79 - N 8 CC 345 17,F2.4 1-2-52. MH 17,E2-4 2 Y 33.6 29.13 28.81 N 10 CC 317 17,E3-9 1-1-251 July, 1994 Page 5 EM'i - 17.XLS MANHOLE AND OUTLET PIPE INVENTORY SHEET 17 The inventory information for the storm drainage system was compiled from numerous sources and is the best information available at this time and should be used only for GENERAL guidance . The City of Renton is not responsible for errors or omissions when this information is used for engineering purpose. Designers are to field verify this information. OWN GRATE UPPER LOWER GRATE O/W PIPE PIPE STREAM PLAN STRUCTURE INDEX # TYPE CB 7 IE IE IE TYPE SEP. DIAM. TYPE LENGTH STRUCT FILE • MH 17,D4-8 2 Y _ - - N 8 CC - 17,D4-4 _ MH 17,E8-6 2 Y N 12 CC OUT MH 17,E8-4 2 Y N 12 CC 17,E8-5 MH 17,E9-3 2 Y N 12 CC 17,E8-1 MH 17,E9-2 2 Y N 8 CC 17,E9-3 - MH 17.87-3 2 Y N 8 CC 17,B7-4 - MH 17,D6-10 2 N - - - N 18 CC - 17,D6-11 - MH 17,D6-11 2 N - - - - N 18 CC - OUT - MH 17,C6-10 2 Y - - - - N 12 CC - 17,D6-10 - MH 17,C3-3 2 Y - - - - N 12 CC - 17,C3-2 - MH 17,63-6 2 Y N 8 CC 17,C3-3 - MH 17,C6-6 2 Y N 12 CC 17,D6-6 3-1-602 MH 17,B6-10 2 N - N 8 CC 17,B6-11 4-1-134 MH 17,B6.9 2 Y - - N 8 CC 17,136-10 4-1-134 MH 17,66-8 2 N - - - - N 8 CC 17,136-9 4-1-143 MH 17,134-3 2 Y - - - - N 12 CC OUT 4-1-309 • MH 17,134-2 2 Y - - - - N 8 CC = 17,B4-3 4-1-309 MH 17,84-1 2 Y N 8 CC 17,B4-2 4-1-309 MH 17,B5.4 2 Y - N 8 CC 17,B4-1 4-1.309 MH 17,B5-3 2 Y N 8 CC 17,B5-4 4-1.309 MH 17,85-2 2 N N 8 CC MH 17,136-7 2 Y N 8 CC 17,65-2 4-1-310 MH 17,B6-6 2 Y N 8 CC 17,136-7 4-1-310 MH 17,B6-4 2 Y N 6 CC 17,66-5 4-1-308 MH 17,134-7 2 Y N 8 CC 17,04-6 1-3-18. MH 17,C4-3 2 Y N 12 CC 17,C4-1 1-3-18. MH 17,D4-6 2 Y N 12 CC 17,C4-4 1-3-18. July, 1994 Page 2 EM', .17.XLS MANHOLE AND OUTLET PIPE INVENTORY SHEET 17 The inventory information for the storm drainage system was compiled from numerous sources and is the best information available at this time and should be used only for GENERAL guidance . The City of Renton is not responsible for errors or omissions when this information is used for engineering purpose. Designers are to field verify this information. DWN GRATE UPPER LOWER GRATE O/W PIPE PIPE STREAM PLAN STRUCTURE INDEX # TYPE CB 1 IE IE IE TYPE SEP. DIAM. TYPE LENGTH STRUCT FILE MH 17,G5-1 2 Y 50.4 43.99 43.42 N 24 CC 62 17,G6-4 14-3 MH 17,G6-4 2 Y 50 43.42 41.04 N 24 cc 336 17,G6-3 14-3 MH 17,G6-3 2 Y 52.42 41.04 39.63 N 24 cc 199 17,G6-2 14-3 MH 17,G6-2 2 Y 54 39.63 38.22 C N 24 CC 128 17,G6-1 14-3 MH 17,G6-1 2 Y 45 38.22 37.62 C N 24 CC 55 OUT 14-3 MH 17,D5-2 2 Y - - - - N 18 CMP - OUT - MH 17,D5-1 2 Y - N 12 cc - 17,D5-2 - MH 17,D6-12 2 Y - - N 12 cc - 17,D5-1 - MH 17,G3-5 2 Y - - N 15 cc - UNKNOWN - MH 17,B6-12 2 Y - N 6 cc - 17,87-1 - MH 17,C8-4 2 Y - - - - N 12 CC - 17,C8-5 - MH 17,D6-9 2 Y N 12 cc UNKNOWN MH 17,D6-8 2 Y N 12 CC 17,D6-9 MH 17,D6-6 2 Y N 12 CC 17,D6-7 MH 17,B6-11 2 Y N 8 CC MH 17,C4-13 2 Y Y 12 CC OUT MH 17,C5-12 2 Y - - N 12 CC - 17,C4-13 - MH 17,133-5 2 Y 30.6 25.5 N 12 CMP 34 16,H3-1 17-2-8 MH 17,B3-4 2 Y 31.71 25.9 25.6 - N 12 CMP 166 17,B3-5 17-2-8 MH 17,B3.3 2 Y 32.94 26.54 25.9 - N 12 CMP 240 17,B3-4 17-2-8 MH 17,C4-12 2 Y 34.1 28.8 26.54 - N 12 CMP 264 17,B3-3 17-2-8 MH 17,C4-11 2 Y 35.02 30.9 27.51 - N 12 CMP - 17,C4-2 17-2-8 MH 17,C4-10 2 Y 35.42 31.4 30.8 - N 12 CMP 143 17,C4-11 17-2-8 MH 17,C4-9 2 Y 36.78 32.9 31.5 N 12 CMP 173 17,C4-10 17-2-8 MH 17,C4-8 2 Y 37.75 33.87 32.9 N 12 CMP 162 17,C4-9 17-2-8 MH 17,C4-4 2 Y N 12 CC 17,C4-3 - `/ MH 17,D4-9 2 Y N 8 Cc 17,D4-6 July, 1994 Pagel PARK AVENUE NORTH IMPROVEMENTS--RID TABULATION EDA Project 07-01-03375 North Rmton Industrial Access Phase 2 TIB Project 8-1-1070(27)/8-1-102(27)Park Avenue North Bmmon Way N.to North I01h Street SCHEDULE A: STREET AND STORM DRAINAGE(Sla.9.4610 29+04) Engineers Estimate Scoccolc Construction Gary Merlino Construction Tri-Slate Construction Item w$cn lion 0 Unit Unit Price Total Unit Price Total Unit Price Unit Price 1 MOBILIZATION 1 LS $65,9W,00 $65,900.00 $30,000.00 $30,000.00 $50,OD0.00 550,000.00 $45,000.00 $45.000.00 2 CONTRACTOR SURVEYING 1 LS 13.000.00 13,00000 15.000.00 15,000.00 15,000A0 15.000.00 20.000.00 20,000.00 3 TEMPORARY WATER POLLUTION/EROSION CONTROL i LS 2.000.00 2.000.00 3,000.00 3,000,00 1.000.00 1,00D00 5,000.00 5.000.00 4 TRAFFIC CONTROL 1 LS 70ODO.00 70,000.00 60.000.00 60,000.OD 30.000.00 30,000.00 10,000.00 1ODDD.00 5 CLEARING AND GRUBBING 1 LS 3,000.100 3,000.00 17,0W.00 17.000.00 5,000.00 5.000.00 10,000.00 10,000.00 6 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 1 LS 12,000.00 12,000.00 11,ODD.00 11,000.00 20.000.00 20,000.00 10,000.00 10.000.00 7 REMOVE UNSATISFACTORY ASPHALT CONCRETE PAVEMENT 230 SY 15.00 3.450.OD 10.00 2.300.00 20,00 4,800.00 8.00 1,840.00 8 SAWCUTTING PAVEMENT 1,130 LF 3.00 3.390.00 4.25 4,802.50 4.00 4,520.00 5.00 5,650.00 9 COLD MIX 100 TON 50,00 S,ODO.OD 10.00 1,000.00 65.00 6,500.00 40.00 4000.00 10 ADJUST EXISTING VALVE BOX 4 EA 200.00 S00.0D 100.00 400.00 200,00 800.00 200,00 860DO Tl ROADWAY EXCAVATION INCLUDING HAUL 1.490 CY 1200. 17,95000 18.50 27,565,00 15.GO 22.350.00 1200 17.880.00 12 GRAVEL BORROW INCLUDING HAUL 160 TON 1000 1,600.00 18.50 2.960.00 5.DO 800.00 1200 1.920.0) 13 TRENCH AND BACKFILL 1'WIDE x 2'DEEP,CRUSHED ROCK RESTORATION 83 LF 3.00 249.00 12.00 996.00 10DO 830,00 4A0 332,00 14 TRENCH AND BACKFILL 2'WIDE x 4'DEEP,CRUSHED ROCK RESTORATION 64 LF 12DO 768.00 23.50 1.504.00 14.00 696.00 10.00 640,00 15 TRENCH AND BACKFILL 2'WIDE x 4'DEEP,ASPHALT RESTORATION Be LF ISIDO 1.320.00 24.50 2,156.00 25,00 2,200.00 16,00 1,40800 16 TRENCH AND BACKFILL 2'WIDE x 4'DEEP,CONCRETE RESTORATION 88 LF 16.00 1,408.00 2500 2.200.00 30,00 2.640.00 1800 1,58400 17 CRUSHED SURFACING TOP COURSE 70 TON 15.00 1.050.00 15.00 1.050.00 1T00 1.190,00 1200. 840.00 1B CRUSHED SURFACING BASE COURSE 490 TON 15.00 7.350.00 1200 5,880.00 17.00 8,330.DO 1300 6.370.00 19 ASPHALT CONCRETE PAVEMENT CLASS B 2.160 TON 40.00 86.400.00 30,00 64.800.00 28.00 60.480.00 27.00 58.320.DO 20 ASPHALT CONCRETE PAVEMENT CLASS E 160 TON 38,00 6.080.00 50 DO 6,000.00 35.00 5,600DO 33,00 5,280.DO 21 INCIDENTAL ASPHALT CONCRETE PAVEMENT CLASS B 170 TON 7500 12,750,00 50.00 8.500,00 44.00 7,480.00 50.00 8.500.00 22 PLANING BITUMINOUS PAVEMENT 8.900 SY 9.00 80,10000 2.50 22.250.00 2.25 20,025.00 2.00 17,80000 23 PAVING FABRIC 4,960 SY 3.00 14,880,00 1.25 6.200.00 0.90 4.464,00 1.00 4,960.00 24 CEMENT CONCRETE DRIVEWAY,6 INCH 260 SY 22.00 5,720.00 19,00 4.940.DO 2000. 5.200.00 18.DO 4,60000 25 CEMENT CONCRETE DRIVEWAY,10 INCH 450 BY 27.00 12,150.DO 2800 12,600DO 30,00 13.500.00 3000 13,500.00 26 INCIDENTAL CEMENT CONCRETE CLASS 3000 30 CY 120.00 3.600,00 100.00 3.000.00 165,00 4.950.00 200.00 6,000.DO 27 ADJUST CATCH BASIN 13 EA 300.00 3,900.00 27500 3.575.00 225.00 2,925,00 200.00 2.600.00 20 ADJUST MANHOLE 5 EA 300.00 1,5D0.00 300 OD 1,500,00 275.00 1,375.00 300.00 1,500.00 29 PSIPE-FRAXINUS OXYCARPA-RAYWOOD"(RAYWOOD ASH) 59 EA 375.00 22,125.00 225.00 13,275.00 235.00 13.865.00 227.00 13,393.00 30 TREE WELL 59 EA 125.00 7.37500 100,00 5,900.00 125-00 7.375.00 78.00 4,602.00 31 IRRIGATION SYSTEM COMPLETE 1 LS 15.725.00 15,72500 20,000.00 20,D0000 17,000DO 17,000.00 18,660.00 18,560.00 32 CEMENT CONCRETE CURB AND GUTTER-5"HEIGHT 1,830 LF 10.00 18.300.00 6.50 11,89500 7.50 13,725.00 6.00 10.980.00 33 CEMENT CONCRETE CURB AND GUTTER-6'HEIGHT 1,870 LF 9.00 16,830.00 6.50 12,155.00 7.50 14.025.00 6.00 11,22000 34 TEMPORARY PAVEMENT MARKING 17.100 LF 0.20 3,420.DO 0.10 1.710.00 0,10 1.710.00 005 855.DO 35 RAISED PAVEMENT MARKER TYPE 1 1.600 EA 1.80 2,880.00 1 50 2.400.00 1.40 2.240.00 140 2,240.00 36 RAISED PAVEMENT MARKER TYPE lid 200 EA 3.00 600.Do 2.50 500.00 2.40 480.00 2.50 500.OD 37 HYDRANT MARKER 5 EA 5,00 25.00 700 3500 6.15 30.75 6.00 30.00. 38 ADJUST MONUMENT CASE AND COVER 2 EA 20D.00 400.00 200 W 400.00 300.00 600.D0 20000 400.00 39 CEMEN I CONCRETE SIDEWALK 2,290 BY 1B.00 41,220.00 14.00 32.060.00 17.OD 38,930.00 6DO 13,740.00 40 CURB RAMP 12 EA 300.00 3.600.00 100,00 1.200.00 300.00 3,600.00 100.00 1.200.00 41 ILLUMINATION SYSTEM COMPLETE 1 LS 50,000.00 50.000.00 34 000.DO 34.000.00 32,000.00 32,000,00 35,000.00 35,000.00 42 FURNISH AND INSTALL NEW LUMINAIRES ON SIGNAL POLES 0 EA 500DO 0.00 000 0,00 ODD 0.00 0.00 0.00 43 TRAFFIC SIGNAL SYSTEM COMPLETE-N 1ST ST AT BRONSON WAY N/PARK AVE N 1 LS 7,000.00 7.000.00 7,300.00 7,300,00 5.600.00 5,600.00 6.000.00 6.000.00 44 TRAFFIC SIGNAL SYSTEM COMPLETE-N 3RD ST AT BRONSON WAY N/PARK AVE N i LS 14.000.00 14.000.00 7.500.00 7.500.DO 11.600,00 11.61)DO) 9.000.00 9,000.00 45 6-FT x 6-FT INDUCTION LOOP DETECTOR 22 EA S00.00 11 000.DO 500.00 11000.00 410.00 9.02000 400.DO 8800.00 461-12"SCHEDULE 40 CONDUIT,PVC 245 LF 3.00 73500 2.60 63700 1.30 31&50 300 735.00 47 2'SCHEDULE 40 CONDUIT,PVC 10 LF 4.00 40,00 2000 200.00 2000 200.00 17.00 170.00 483"SCHEDULE 4000NOUIT,PVC 10 LF 600 60,00 20.DO 200.00 2500 250.00 1800 180.00 491-12"SCHEDULE 80 CONDUIT,PVC 58 LF 6.00 34800 50D 290.00 5.60 324.00 4.00 232.00 • PARK AVENUE NORTH IMPROVEMENTS--BID TABULATION - -- - - - - BOA Project 07-01-03375 North Renton Industrial Access Phase 2 - TfB Project 8-1-1070(27)/8.1-102(27)Park Avenue North Bronson Way N.to N«th 101h Streit SCHEDULE A: STREET AND STORM DRAINAGE(Sta.9+46 to 29+04( Engineers Estimate Scoccolo Conslmchon Gary Merlins Constmcticn Tri-State Conslmmon Item Desui Lion O Unit Unit Prim Total Unit Price Total Unit Price Unit Price 50 Z'SCHEDULE 80 CONDUIT.PVC 56 LF 5.00 448.00 5.00 280.00 6.70 375.20 500 280.00 51 2-12"SCHEDULE 60 CONDUIT,PVC 55 LF 10,00 550.00 5.00 275.00 6.90 379.50 5.DO 275.00 52 TRENCH AND BACKFILL 420 LF 5.00 2,100.1)0 10,00 4.200.00 8.66 3.633.00 9.00 3,780.00 53 JUNCTION BOX TYPE 1 7 EA 250.00 1,750.00 175,00 1,225.00 25500 1.785.00 17000 1,190.00 54 JUNCTION BOX,TYPE II 1 EA 300.00 300.00 500.00 600.00 385.00 385.00 300.00 300.00 40 55 PERMANENT SIGNING 1 LS 4,3%00 4,350.00 2,600.00 2,600.D0 3,900.00 3,900.00 3,000.00 3,000.00 56 12-INCH PAINT STRIPE 420 LF 060 252.00 0.75 315.00 020 336.00 0.75 315.00 57 8-INCH PLASTIC CROSSWALK STRIPE 880 LF 2.00 1,760.00 200 1,760.D0 1.15 1,012.00 1.10 968.00 58 PLASTIC TRAFFIC ARROW 3 EA 60.00 180.00 50.00 150D0 36.50 1D9.50 36.00 108.00 59 PROPERTY RESTORATION i LS 40,000.D0 40,000.00 10,000.00 10,01DODD 18,000.00 18.000,00 30,000,00 30,000.00 60J UNSUITABLE FOUNDATION EXCAVATION INCLUDING HAUL 1 660 1 CV 30.DD 19 BDD.00 14.00 9,240.00 1'50 990,00 2000. 13.200.00 TOTAL:I $724413.00 TOTAL;I $517,390.50 TOTAL: 506,454.25 TOTAL: 9457757.00 PARK AVENUE NORTH IMPROVEMENTS-BID TABULATION FDA PrOJM 07-01-03373 North Rehton Indmt W Access Phase 2 TDB Project 8-1-1070(27)18-1-102(27)Park Avenue North Bronson Way N.to North 101h Street SCHEDULE B: STREET AND STORM DRAINAGE)Sta.29t04 to 74F50) NORTH RENTON INDUSTRIAL ACCESS PROJECT-PHASE TWO Ergi rs Estimate Scoccolo Consimchon Gary Merlino Construction In-Stale Construction Ilem Description Q Una Une Price Total Unit Price Total Unit Price Unit Price 101 MOBILIZATION 1 LS $246,400DO $246,40D.00 $125.ODD.00 $125,000.00 $140,000.00 $14D,000.00 220,000.00 S220,000.00 102 CONTRACTOR SURVEYING 1 LS 47,000.DO 47,DDD.00 20,ODO.00 20.000.00 25,000.00 25,000.00 20,000,00 20,000.00 103 TEMPORARY WATER POLLUTIONIEROSION CONTROL 1 LS 4.000.00 4,000.00 1,000.00 1,000.D0 1.500.00 1,5W.D0 5,000.00 SOD0.00 104 TRAFFIC CONTROL 1 L$ 150,000.00 150.000.00 50,000,00 SO,OD0.00 60.000.00 60000.00 20,000.00 20,000.00 105 CLEARING AND GRUBBING 1 LS 7.000.00 7.000.00 1,00000 1,000D0 10,ODO.00 10.000.00 200,000.00 200.000.00 106 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 1 LS 16.000.00 16,000.00 10,000.00 10,01DO.00 50,ODO.00 50,000.00 40,000.00 40,ODD.00 107 PAVEMENT REMOVAL 1.500 BY 6.00 9,000.00 16.00 22,500.00 13.00 19,500,00 8.00 12,000.00 108 REMOVE UNSATISFACTORY ASPHALT CONCRETE PAVEMENT 250 SY 15.00 3,750.00 10.00 2.500.00 20,00 5.000.00 8.00 2,000.00 109 SAWCUTTING PAVEMENT 11,336 LF 3.00 34,008.00 4.25 48,178.00 4.00 45,3M.00 5D) 56.680.00 110 COLD MIX 160 TON 50.00 8,000.00 10.00 11600100 65.00 10,400.00 40.00 6.400.00 III ADJUST EXISTING VALVE BOX 28 EA 20D,00 5,600.00 100.00 2,800.00 200.00 6,600.00 150.00 4,200.00 112 ADJUST EXISTING WATER VAULT 13 EA 300.00 3,9D0.00 500,00 6,500.00 300.00 3.900.00 40000 5,20D.00 113 ADJUST EXISTING METER BOX 5 EA 200.00 1,000.00 250.00 1,250.00 200.00 1,00DDD 150.00 750.00 114 ROADWAY EXCAVATION INCLUDING HAUL 7,900 CY 12.00 94,800.00 12.00 94,800.00 15.DO 118,500.00 12.00 94,000,00 115 GRAVEL BORROW INCLUDING HAUL 1,290 TON 10.00 12,900M 7.50 9,675.00 5.00 6,450.00 12.00 15,480.00 116 STRUCTURE EXCAVATION CLASS A INCLUDING HAUL 120 CY 15.00 1,800.00 16.50 1,980.00 25.00 3,000.00 20.00 2.400.00 117 SHORING OR EXTRA EXCAVATION CLASS A 1 LS 5.000.00 5.000DD 250.00 250.00 2,500.00 2,500.00 2.000.00 2,000.00 118 SHORING OR EXTRA EXCAVATION CLASS B 1 LS 30,00)00 30DD0.DD 9.000.00 9,000.00 3,500.00 3,500.00 8,000.00 8,000DD 119 TRENCH AND BACKFILL 1'WIDE x 2'DEEP,CRUSHED ROCK RESTORATION 895 LF 3,00 2,685,DD 9.75 8,726.25 10.00 B,950.00 4.00 3,5SO.00 120 TRENCH AND BACKFILL 2'WIDE x 4'DEEP,CRUSHED ROCK RESTORATION 2,687 LF 12.00 32,244.00 21.00 56,427.00 14.00 37.618.00 10.00 26,87000 121 TRENCH AND BACKFILL 7 WIDE x 4'DEEP,ASPHALT RESTORATION 106 LF 15.130 1.590.00 27.00 2,862.00 25.00 2.650.00 16,00 1,696DO 122 TRENCH AND BACKFILL 7 WIDE x 4'DEEP,CONCRETE RESTORATION 123 LF 16.00 1,968.00 26,00 3,198.00 30.00 3,690.00 70.00 2.460.00 123 TRENCH AND CONCRETE ENCASEMENT 2'WIDE x 4'DEEP 12 LF 40.00 480,00 43D0 516.00 65.00 780D0 50.00 600,00 124 EXCAVATION AND BACKFILL FOR W-6-x 4'S"VAULT 6 EA 300.00 1.800.00 500.00 3,0D0.00 600.00 3,600.00 600,00 3,600.00 126 EXCAVATION AND BACKFILL FOR 4'-8"x 7'VAULT 1 EA 600.00 600.00 500.00 500.00 1,01DODO 1.000DO 800DD 800.00 126 EXCAVATION AND BACKFILL FOR 64"x 11'.10"VAULT 3 EA 1,40D.00 4,2MOO 850.0D 2.550.00 2,000VO 6,000.00 1,500.00 4,500.00 127 CRUSHED SURFACING TOP COURSE 430 TON 15.00 6,450.00 10.00 4.300.00 17.00 7.310.00 12.00 5,160.00 128 CRUSHED SURFACING BASE COURSE 3.870 TON 15,00 58,050.00 10.DO 38,700.00 17.OD 65.790.00 13.00 50,310,00 129 ASPHALT CONCRETE PAVEMENT CLASS B 5.050 TON 4000 202.000.00 30.00 151,500.00 28D) 141.400.00 27.00 136,350,00 130 ASPHALT CONCRETE PAVEMENT CLASS E 1,430 TON 38D0 54,340.00 35D0 50,050.00 35,00 50,050.00 33.00 47.190,00 131 INCIDENTAL ASPHALT CONCRETE PAVEMENT CLASS B 820 TON 75.00 61,500.00 50.00 41,00D.00 44,00 36,050D0 50.00 41,000.00 132 INCIDENTAL ASPHALT CONCRETE PAVEMENT CLASS E 140 TON 75.00 10.500.00 5000 7.000.00 44.00 6,160,00 50.00 7,000.00 133 PLANING BITUMINOUS PAVEMENT 16,800 SY 9.00 151,200.00 2.50 42,000.00 2.25 37.800.00 2.00 33,600.00 134 PAVING FABRIC - 12.240 SY 3DU 36.720.00 1.25 15,300.00 0.90 11.016.00 1.00 12.240.00 135 CEMENT CONCRETE DRIVEWAY,61NCH 75 SY 22.DO 1,650,00 25.00 1,875DO 20.00 1,500.00 18.00 1.35000 136 CEMENT CONCRETE DRIVEWAY,101NCH 680 SY 27.DO 18,360.00 30,00 20.400.00 30.00 20.400.00 2500 19.04000 137 INCIDENTAL CEMENT CONCRETE CLASS 30M 200 CY 120 DO 24.000,00 75.00 15,000D0 165.00 33,000.00 200.00 40.000.00 138 CONCRETE CLASS 40DO 40 CY 400.00 16.000.00 400.00 16,0DODD 435.00 17.400M 450.00 18,000M 139 STEEL REINFORCING BAR 3,300 LB 0.75 2.475.00 1.00 3.300.00 1.00 3,300.OD 045 1.485.00 140 GRAVEL BACKFILL FOR WALL 16 CY 25.00 400.00 25.00 400.00 30,00 480.DD 20.00 320.00 141 GRAVEL BACKFILL FOR UNDERDRAIN 3 CY 30,00 90.00 100.00 300.00 30.00 90.DD 40,00 120,00 142 PVC DRAIN PIPE.6-INCH DIAM 10 LF 15.00 150.00 5,00 50.00 Boo MOD 6.00 60.00 143 PERFORATED PVC UNDERDRAIN PIPE,6-INCH DIAM. 140 LF 15.00 2,100.00 10.00 1.400.00 12VO 1,680.00 10,00 1.400M 144 DUCTILE IRON STORM SEWER PIPE,8-INCH DAM. 42 LF 20.00 S40.00 40.00 1,680.00 24.00 1.008.00 30,00 1.260DO 145 CORRUGATED POLYETHYLENE STORM SEWER PIPE.12-INCH DIAM. 4,502 LF 20.00 90,040,00 22DO 99,044,00 28,00 126,056.00 18.00 01,036.DO 146 CORRUGATED POLYETHYLENE STORM SEWER PIPE,18-INCH DIAM. 1.252 LF 30.00 3T550.00 25.00 31,300.00 33.50 41,942.00 2000. 25.040.DD 147 CORRUGATED POLYETHYLENE STORM SEWER PIPE,24-INCH DIAM. 512 LF 40.00 20.480.OD 3500 17.920,00 42,00 21.504.00 40.D0 20,480DO 148 GRAVEL BACKFILL FOR PIPE BEDDING 1.180 TON 15.00 17,700.1)D 1100 12.9MDO 14,00 16,520.00 12.00 14.160.00 149 CATCH BASIN TYPE 1 53 EA 850.00 45,050.0D 685.00 36,305DO 950.00 w!150.00 700.00 37,100.00 PARK AVENUE NORTII IMPROVEMENTS--BID TABULATION EDA Project 07-01-03375 North Renton Industrial Access Phase 2 TIB Project 8-1-1070(27)1 B-1.102(27)Park Avenue North Bronson Way N.to North loth Street SCHEDULE B: STREET AND STORM DRAINAGE(Sta.29+0410 74+50) NORTH RENTON INDUSTRIAL ACCESS PROJECT-PHASE TWO Engineers Esbmale Sc=oolo Construction Gary Merlino Conslruclion Tri-State Construnion Item Deson lion Q Unit Unit Price Total Unit Price Total Unit Price Unit Price 150 CATCH BASIN TYPE I L 11 EA 1,000.00 11000.00 975.00 10,725+00 1,150.00 12.650,00 900.00 9,900.00 151 CATCH BASIN TYPE 2,48-INCH DIAM. 10 EA 2,000.D0 20,000,00 1.900.00 19,000.DO 2.000.00 20,000.00 1,400.00 14p00.00 152 CATCH BASIN TYPE 2,72-INCH DIAM. 1 EA 4,00D.DO 4,000,00 4.100+00 4,100.00 5.000.00 5.0DDD0 5,000,00 5,000.00 153 CATCH BASIN TYPE 2,96-INCH DIAM. 1 EA 6,000.00 6.000.00 6,800.00 Q800.00 11,000,00 11,000.00 7,0D0.00 7 000.00 154 INSTALL SOLID LID ON EXISTING CATCH BASIN 6 EA 350.00 2.100.00 ISODD 900.00 3DO.00 1,800.00 2DD00 1.200.00 10 155 ADJUST CATCH BASIN 10 EA 300DO 3.000.00 250.00 2,500.00 225.00 2,250.00 200.00 2,0D0.00 56 ADJUST MANHOLE 4 EA 300.00 1.200,00 300.00 1,200.00 3DO.00 1,200,00 300.00 1.200.00 157 REMOVE EXISTING MANHOLE,CATCH BASIN,OR INLET 28 EA 400.00 11,200.00 150.00 4,200.00 100.00 2,600.00 300.00 8.400.00 158 RELOCATE CATCH BASIN 1 EA 600.00 600,00 450.00 450.00 350.00 350.00 5W.00 500.00 159 2-WAY SOIL MIX 760 CY 30.50 23,180.00 20.00 15,20D.00 19,00 14,440.00 20.00 15,200.00 160 BARK MULCH 110 CY 32.00 3,520.00 20,00 2.200.00 23DO 2,530.00 20DO 2,200DO 161 PSIPE-FRAXINUS OXYCARPA'RAYWOOD"(RAYWOOD ASH) 83 EA 375,00 31.125.00 225.00 18,675.00 235D0 19.505.00 227.00 18.841.00 162 PSIPE-SHRUBS-2 GAL, 709 EA 15.00 10,635.00 10.00 7,090.0D 15.50 10,989,50 10.00 7,090.00 163 PSIPE-GROUNDCOVER-4INCH POT 4.137 EA 3.05 15,927.45 2.30 9,S15.tD 2.05 8.480+85 2.50 10,342.50 164 TREE WELL 49 EA 125DO 6,125.00 100.00 4,900.00 125.00 6.125.00 SODO 3.920,00 165 IRRIGATION SYSTEM COMPLETE 1 LS 34.072.50 34.072.50 40,000.DO 40.000.00 33,000.00 33,000.00 44,DDO.00 44,000.00 166 CEMENT CONCRETE CURB AND GUTTER-5"HEIGHT 4,250 LF 10.00 42.500.00 6.50 27.625.00 7.50 31,875.00 6.00 25,500.00 167 CEMENT CONCRETE CURB AND GUTTER,6-HEIGHT 4.790 LF 9.00 43,110.00 6.50 31,135.00 7.50 35,925.00 6.00 28.740,00 168 SINGLE BUS SHELTER FOOTING 2 EA 300.00 600.D0 500.00 1,000,00 500,00 1,000.00 1,000.00 2.000,00 169 DOUBLE BUS SHELTER FOOTING 4 EA 500,00 2.000.00 500,00 2,000.00 1.000,00 4,DD0.00 2.000.00 8,000.DO 170 DOWELED CEMENT CONCRETE TRAFFIC CURB 1,325 LF 10.00 13,250.00 7.00 9,276.00 low 13.250.00 12 00 15,900DO 171 TYPE C BLOCK TRAFFIC CURB 432 LF 10.00 4,320.00 &DO 2,592.00 8.00 3,456.00 Boo 3.456.00 172 TEMPORARY PAVEMENT MARKING 49.200 LF 0.20 9,B40.00 0,10 4,920,00 0.10 4.920.00 0.05 2,460,00 173 RAISED PAVEMENT MARKER TYPE I 3,700 EA Iso 6,660,00 1,50 5.550.00 1.40 5,180.00 1.50 5,550.00 174 RAISED PAVEMENT MARKER TYPE lid 520 EA 3.00 1,560.00 2.50 1.300.00 2.30 1,196.00 2,25 1,17000 175 RAISED PAVEMENT MARKER TYPE 3,10-INCH 57 EA 5.00 285,00 20.00 1.140.00 7,00 399.DO 7.00 399DO 176 HYDRANT MARKER 12 EA 5.00 60.00 7.00 84.00 6,15 73.80 7.00 84,00 177 ADJUST MONUMENT CASE AND COVER 3 FA 200.00 600.00 200.00 600.00 300,00 900,00 200.00 600.00 178 CEMENT CONCRETE SIDEWALK 4,520 BY 18,00 81,360.00 1400 63.2BD.00 17.00 76B4000 1500 67,800.D0 179 CURB RAMP 18 EA 300.00 5.400.00 100,00 1'800,00 300,00 5,400.00 100,00 1.800.00 150 CEMENT CONCRETE SIDEWALK WITH BRICK PAVERS 620 BY 30,00 18,600.00 25.00 15,500,00 40DD 24.800.00 2000 12,400.DO 181 CEMENT CONCRETE SIDEWALK WITH THICKENED EDGE 260 SY 20.00 5,200.00 25.00 6,500,00 21.00 5,460.00 21.00 5,460,00 182 ILLUMINATION SYSTEM COMPLETE 1 LS 170.000.DO 170,DDO.00 60.000,00 60,000.go 64,000.00 64,000.00 130,000.DO 130,000.00 183 FURNISH AND INSTALL NEW LUMINAIRES ON SIGNAL POLES 8 EA 500.00 4,000,00 500.DO 4.000DO 205.00 1,640.00 400.00 3,200.00 184 TRAFFIC SIGNAL SYSTEM COMPLETE-N 4TH ST AT BRONSON WAY NIPARK AVE N 1 LS 5SOD0.00 58.000,00 60p00.00 60.000.00 49,000,00 49,000.00 42,000.00 42 000.00 185 TRAFFIC SIGNAL SYSTEM COMPLETE-N 6TH ST AT BRONSON WAY NIPARK AVE N 1 LS 61.000.00 61,000.00 60,000.00 60,000.00 54,000.00 54,000.D0 45,D00.00 45,000,00 186 TRAFFIC SIGNAL SYSTEM COMPLETE-N 8TH ST AT BRONSON WAY N/PARK AVE N i LS 70.000.00 70,0MOD 60,000.00 60,000.00 55,000.00 55.000.00 50.000.00 50.000.00 187 TRAFFIC SIGNAL SYSTEM COMPLETE-GATE K-9 AT BRONSON WAY NIPARK AVE N 1 LS 54,000.00 54,000.DO 60,000.00 60,000.00 56,000,00 56.000.00 35.000.00 35.000.00 188 6-FT X 6-FT INDUCTION LOOP DETECTOR III EA 50000 55,500,00 500,00 55.500.00 410.00 46,510.00 400.00 44.400.00 1891-112"SCHEDULE 40 CONDUIT,PVC 2,060 LF 300 6,180DO 1,75 3.605.00 1,30 2,678.00 2.00 4.120.00 190 2"SCHEDULE 40 CONDUIT,PVC 140 LF 4.00 560.00 3.50 49000 2.00 280.00 3.00 420.00 191 2-112"SCHEDULE 40 CONDUIT,PVC 305 LF 5 DO 1,52500 4,20 1,261.00 260 793.00 3.00 915.00 192 3"SCHEDULE 40 CONDUIT,PVC 390 LF 6.00 2,340.00 400 1,560.00 2.30 897.00 400 1,560,00 193 3-112"SCHEDULE 40 CONDUIT,PVC 115 LF 7,00 805,00 5,00 575,00 3.60 414.00 4.DO 460DO 194 4"SCHEDULE 40 CONDUIT,PVC 20 LF 8.00 16000 2000. 400.DO 20,00 400.00 12.DO 240.00 195 4-1/2"SCHEDULE 40 CONDUIT,PVC 20 LF 9.00 180.00 2000. 400D0 25,00 50000 15,00 3D0.00 196 1-112"SCHEDULE 80 CONDUIT,PVC 75 LF 6.00 450.00 5.00 375.00 2.80 21000 300 225,00 197 2-12"SCHEDULE 80 CONDUIT,PVC 207 LF 10.00 2.070.DO 3.50 724.50 3.70 765.90 3.00 621.00 198 3"SCHEDULE BO CONDUIT,PVC 340 LF 12,00 4,080.DO 4.00 1,360.00 4.60 1.564,00 400 1.360.DO 199 3-112"SCHEDULE 80 CONDUIT,PVC ISO LF 14.00 2.100.00 5,00 750,00 5.50 825.00 5.00 750.00 2013 4"SCHEDULE 80 CONDUIT,PVC 161 LF 16,00 2.576.00 5.00 805,00 600 966.00 SOD 80500 PARK AVENUE NORTH IMPROVEMENTS--BID TABULATION - - --- --- - - -- - BOA Pmja 07-01-03375 North Renton Industrial Aocew Phase 2 TIB Project 8.1-1070(27)78-1-102(27)Park Avenue North Bronson Way N.to North IOth Street SCHEDULE B: STREET AND STORM DRAINAGE(SM.29.04 to 74-50) NORTH RENTON INDUSTRIAL ACCESS PROJECT-PHASE TWO Engineers Estimate Scoccolo ConstruGim Gary Merlin Conslrudion Tri-State ConstruUion Item Desui ion Q Unit Unit Prim Total Unit Price Total Unit Price140,ODO,00 Unit Price 201 TRENCH AND BACKFILL 2,690 LF 5.00 13,450.00 7.00 18,830.00 3.7550 7.00 18,630.00 202 JUNCTION BOX TYPE 1 24 EA 250.00 6.000.00 200,00 4,800.00 2,5520 200.00 4.800.00 203 JUNCTION BOX,TYPE 11 18 EA 300.00 5.400.00 300.D0 5,400.00 3,8530 300.00 5,400.00 204 PERMANENT SIGNING 1 LS 8,200.00 8,200,00 2,500.00 2,500.00 3,400,00O 3,DD0.00 3,000.OD 205 4-INCH PAINT STRIPE 260 LF 0.30 78.00 1.D0 260.00 0.80D0 0.75 195.00 206 8-INCH PLASTIC CROSSWALK STRIPE 1,910 LF 2.00 3.820.00 2.D0 3,820.00 1.15 .50 1.10 2,101.OD 07 24-INCH PLASTIC STOP BAR 235 LF 4.00 940.00 3.50 822.50 3.05 .75 3,00 7D5.00 O8 PLASTIC TRAFFIC ARROW 22 EA 60.00 1.32000 60.00 1,100.00 36.50 .00 3.00 66.00 209 PROPERTY RESTORATION 1 LS 133,000.00 133,000,00 10,000.00 10,0M.00 40.000.00 .00 120,000.00 120,DOD.00 210 UNSUITABLE FOUNDATION EXCAVATION INCLUDING HAUL 1,330 CY 30.00 39,90000 12.00 15.960.00 1.50 .00 20,00 26.600.00 TOTAL: 52,710,040.95 TOTAL: $1,850,890.35 TOTAL .30 TOTAL: 52,227,902.50 • PARK AVENUE NORTH IMPROVEMENTS-BID TABULATION BOA Project 07-01-03375 North Ramon Industrial Ac Phase 2 TIB Project 8-1-1070(27)/8-1-102(27)Park Avenue NoM Bronson Way N.to North IOth Soeet SCHEDULE C: WATER Engineers Estimate Scoccolo Construction Gary Martino Construction Tri-State Construction Item Description 0 Unit Unit Price Total Unit Price Total Unit Price Unit Price 301 MOBILIZATION 1 LS 546,500.00 546,500.00 $20,00D00 $20,000.00 $30.000.00 $30.000.00 560,000.00 $60.000.00 302 CONTRACTOR SURVEYING 1 LS 3,000.00 3,0=00 10,000.0D 10,000.00 10,000.00 10.0D0.00 5.000.00 5,000.00 303 TRAFFIC CONTROL 1 LS 25.000.00 25.000.00 40,000.00 40,000.00 30.000.00 30.0D0.00 12,000.00 12,000.00 304 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 1 LS 2.850,00 2.850.00 90.000.00 90,000.00 7,60D.00 7,500.00 5.00000 5,000.00 V3 305 PAVEMENT REMOVAL 2,140 BY 6.00 12,840.00 10.00 21,400.00 13.00 27,820.00 80D 17,120.DD 06 SAWCUTTING PAVEMENT 4,800 LF 3.00 14.400.00 4.25 20,400.00 4.00 19,2W.00 S.DD 24,000.OD 07 COLD MIX 170 TON 50.00 8,500.00 10.00 1,700.00 65.00 11,050.00 40.00 6,800.D0 308 ROADWAY EXCAVATION INCLUDING HAUL 250 CY 12.00 3,000,00 1050 4,625.00 MOD 3,750,00 15.D0 3.750.00 309 SHORING OR EXTRA EXCAVATION CLASS B 1 LS 19.400.00 19,40000 1'500.00 1,500.00 2.000.OD 2,D00.00 4,00D00 4,000.00 310 CRUSHED SURFACING TOP COURSE 1,275 TON 15.00 19,125D0 8.20 10,455.00 17.00 21,675.00 12.50 15.937.50 311 ASPHALT CONCRETE PAVEMENT CLASS E 550 TON 38.00 20,90000 35,00 19,250.00 35.00 19,25D.00 27.00 14,850.00 312 INCIDENTAL ASPHALT CONCRETE PAVEMENT CLASS B 20 TON 75.00 1,500.DD 50.00 1,000.00 44.OID 880.00 33.00 660.00 313 GRAVEL BORROW INCLUDING HAUL• 2,685 TON 10.00 26,850.00 • 8.50 22,822.50 5.00 13.425.00 12.OD 32,220,00 314 GRAVEL BACKFILL FOR FOUNDATIONS,CLASS A 60 TON 8.00 460.00 10.00 600.00 20.00 1,200,00 MOD 1,200.00 315 CL.52 DUCTILE IRON PIPE FOR WATER MAIN,61NCH DIAM. 41 LF 26.00 1,066.00 52.00 2,132.00 40.00 1,640.00 50.00 2,050.00 316 CL.52 DUCTILE IRON PIPE FOR WATER MAIN,8-INCH DIAM. 276 LF 33.00 9,108.00 26.00 7,176.00 42.00 11,592.00 55.00 15,100.00 317 CL.52 DUCTILE IRON PIPE FOR WATER MAIN,124NCH DIAM. 53 LF 45.00 2,385.00 52.00 2,756.DD 45.D0 2,365.00 60.00 3,180.00 318 CL.52 DUCTILE IRON PIPE FOR WATER MAIN,16-INCH DIAM. 2.017 LF 62.00 174,654.00 60.00 169.020.00 60.00 169,020.00 90.00 253,530.00 319 GATE VALVE 64NCH 2 EA 350.00 700.00 450.OD 900.00 465.00 930.00 400.00 800.00 320 GATE VALVE 8-INCH 11 EA 500.00 5,500.00 80000 6,600.00 625.00 6.875.00 500.00 5,500.00 321 BUTTERFLY VALVE 16-INCH 7 EA 3,000.00 21,000.00 1,680.0D 11,760.00 5.000.00 35,000.00 4.500.00 31.500.00 322 BUTTERFLY VALVE 24-INCH 1 EA 4,0D0.00 4.000.00 3,450.D0 3,450.00 10,000.00 10,000.00 7,000.00 7,000.00 323 REMOVE l SALVAGE EXISTING HYDRANT 7 EA 500.00 3,500.00 1,000,00 7,000.00 3W.D0 2.100.00 400.00 2,800.00 324 RESETTING EXISTING HYDRANT 8 EA 750.00 6,000.00 3.500.00 28,000.00 1,500.00 12,00D.00 1,8(10.00 14.400.00 325 HYDRANT ASSEMBLY 9 EA 1,000.00 9,000.00 1,800.00 16,200.00 2,500.00 22.500.00 3,500.0D 31,500.00 326 REMOVE EXISTING WATER VALVE 4 EA 150.00 600.00 2DD00 800.00 80.00 320.00 30DDD 1,200.00 327 REMOVE EXISTING WATER VALVE BOX 7 EA 10000 700A0 1DD.00 700.00 40.00 28D00 100.00 7ODDD 328 CONNECTIONS TO EXISTING MAINS 9 EA 1.200,00 10,800.0D 1,200.00 10,800.00 1.500.00 13.600.00 45.00 405.D0 329 VERTICAL ADJUSTMENT AT EXISTING UTILITY 4 FA 675,00 2,7DD00 10D00 40DD0 2,000.00 8.000.00 6,000.00 24,000.D0 330 SERVICE CONNECTION TYPE 11 70 EA 700,00 49,000.00 400.00 28,000.00 525.00 36.750.00 800.00 56,ODDA0 331 SERVICE CONNECTION 2-INCH DIAM. 8 EA 860.00 6.880.00 1.400.00 11,200.00 2,250.00 10,0D0.00 2,BOD.00 22,400.00 332 UNSUITABLE FOUNDATION EXCAVATION INCLUDING HAULING 635 1 CV 1 20.00 12.700.00 1000 6,3% 1.50 952.50 20.00 12,700.00 SUBTOTAL 524,638A0 SUBTOTAL StM.60 SUBTOTAL 549 694.50 UBTOTAL 68T,J82.50 Tax 8.2A 43.020.32 1 Tax a 8.2%1 41,313.71 I ax ul% 45.066.75 Tax 8.2% 55,365,36 IVIALI 557,658.32 I TOTALI 524310,21 1 TOTAL] 59466135 1 TOTAL'.1 743,747.66 PARK AVENUE NORTH IMPROVEMENTS-BID TABULATION EDA Project 07.0"3375 North Rentan Industrial Access Phan 2 SCHEDULED: SEWER TM Proj«i8-1.1070(27)/8.1-102(27)Park Avenue North Bronwn Way K to North loth Street Engineers Estimate S,coccolo Construction Gary Merino Comtrudlon Tn-State Construction Item Description O Unit Unit Price Total Unit Price Total Unit Price Unit Price 401 MOBILIZATION 1 LS $27,700.00 $27,700.00 420,DOD.00 520,000.00 $20.000.00 420,OD0.00 530,000.00 530,000.00 402 CONTRACTOR SURVEYING 1 LS 3,000.00 3,000.00 10.000.00 10,000.00 5.000.00 SOD0.00 4,000.0D 4.000.00 403 TRAFFIC CONTROL 1 IS 40,000.00 40,000.00 10,ODD.00 10,000.00 25,000.00 25.000.00 6,000.D0 6.ODODO 404 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 1 LS 5,460.00 5,460.00 87.000.00 87,000.00 5.000.00 5.000.00 2,000.00 2,ODO.00 405 PAVEMENT REMOVAL 1,820 SY 6.00 10,920.00 7.00 12,740A0 13.00 23.660.00 9.00 16,380.00 406 SAWCUTTING PAVEMENT 3.820 LF 3A0 11,460.00 4.25 16,235.00 4.00 15,280.W 5.00 19.100.00 407 COLD MIX 25 TON 50.00 1.250.00 10.00 250.O1) 65.00 1.625.00 40.00 1.000.00 408 ROADWAY EXCAVATION INCLUDING HAUL 240 CY 12.00 2,860.00 15.00 3,15M.00 15.00 3,6W.00 15.00 3,600A0 409 CRUSHED SURFACING TOP COURSE - 85 TON 15.00 1.275.00 15.00 1.275.00 17.00 1,445.00 12.00 1,020.00 W410 CRUSHED SURFACING BASE COURSE 1,300 TON 15.00 19,500.00 8.50 11.050.00 17.00 22,1W.00 12.50 16,250DO 11 ASPHALT CONCRETE PAVEMENT CLASS B 380 TON 40.00 15,200.00 30.00 11,400.00 28.00 10,640.00 27.00 10.260.00 4 12 ASPHALT CONCRETE PAVEMENT CLASS E 600 TON 36.OD 22,800.00 35.00 21,000.00 35.00 21,000.00 33.00 19,800.00 413 SHORING OR EXTRA EXCAVATION CLASS B 1 LS 23,000.00 23,000.00 3,500.00 3.500.00 3,5W.00 3.500.00 4,000.00 4.000.00 414 INCIDENTAL ASPHALT CONCRETE PAVEMENT CLASS B 15 TON 75.00 1,125.00 50.00 750.00 44.00 660.00 50.00 750.00 415 INCIDENTAL ASPHALT CONCRETE PAVEMENT CLASS E 40 TON 75.00 3.000.00 50.00 2,000.01) 44.00 1,760.00 50.00 2.O130.00 416 GRAVEL BORROW INCLUDING HAUL 2.890 TON 10.00 28,900.00 8.00 23,120.00 SAO 14.450,00 12.00 34.680.00 417 INCIDENTAL CEMENT CONCRETE CLASS 30DO 10 Cy 120.00 1,200.00 1 W.00 1.000.00 165.00 1,650DO 200.00 2,000.00 418 PVC SEWER PIPE,121N.DIAM. 1.929 LF 32.00 61.728.00 48A0 92,592.00 45.00 86,805,00 55.00 106,095.00 419 MANHOLE UNDER 12 FT.461N,OIAM.TYPE 3 8 EA 2,OOD.00 16.000.00 2,6W.00 20,800.00 4.000.00 32,000.00 2,000.00 16,000.W 420 CONNECTION TO EXISTING MANHOLE 1 EA 300.00 300.00 0.00 0.00 0.00 0.00 0.00 0.00 421 CONNECTION TO EXISTING METRO SEWER LINE INTERCEPTOR 1 LS 4.000.00 4.000.00 1.250.00 1.250.00 4,000.00 4,000.00 10,000.00 10,013D.00 422 DECOMMISSION EXISTING LIFT STATION 1 LS 4.000.00 4,D00.00 2,000.00 2,000.00 2,000.00 2,000.00 4,000.00 4,000.00 423 FOUNDATION MATERIAL CLASS B 40 TON 10.00 400.00 20.00 800.00 20,D0 800.00 25.00 1,000.00 424 UNSUITABLE FOUNDATION EXCAVATION INCLUDING HAUL 1 680 ICY 1 20.0()l 13,600.00 10.00 6 800.00 t.50 1 020.00 15.0D 1020000 SUBTOTAL 3111698.00 SUBTOTAL 359162.00 SU O AL 302995.00 SUB O AL 320135.00 Tax .2% 26,133.24 Tax 8.2% 2Q45L28 I IMP 5.z%I 24,845.59 1 26251.07 JUIALA 344 831.24 I TOTAL: 388 61338 I OTAL: 327 840.59 O AL: 346 3%.07 En In"m Estimate I Scoccclo Construction I Gary Marllno Construction ITrlSfah Construetlon SUMMARY Schedual A 4724,418.W 5517,380.50 4506,454.25 4457,757.00 Schedual B $2.710,043.95 $1,850,69D35 $2.028,173.30 52,227,902.50 Schedual C 5567,6%32 $624,310.21 $594,661.25 $743.747.86 SchedualD $344831.24 S388613.28 S32784059 5346366.07 • Total 795+- -9 5-r -=-rMf.AA 5Y 3-MfA t*sc......�-1:P�ril P.N..:.... ... ... ....Qq ils W .... . ... ....... .... .... 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I..� 5:. .a. �zx.. 1,83.. ��. .... .... .... :.:. .... .... .... .... .... .... . _... .... ;........._......:............................:.................. ._... ......._ _ .._.. : .............._............. .. 3°0.. cX.... . .....540.:.:.. ws ....:..:. . .. ....... : ...:. .. . :....: l - .... .... N:S .. . AV&+uu.1� .. x � ......................... ..:.....;...:.... .:. . ... _. .. :....:.... .... . . ...:....:....:.... �. .Z.�.... (�. .. .1K...1 �.. x... .� Sy .L� .... . ... .�2 r' ...S.Y.... .... . .... .... .. .... .... .. i .__........ _ .._°......_ ....._ _....__s"......._ _ ... ........-.................... ....... d..it......_.._s.............. ..:....:............... .........:....:.......... :: .... . . _ .. _.. .... . .... . . ... r f T PARDRN4.WKS THE FOLLOOING COVEYANCE SYSTEM ANALYSIS AND SIZING SPREADSHEET USES THE CIA METHOD PROJECT: Park Avenue North OF ANALYSIS OUTLINED IN THE KING COUNTY,WASHINGTON SURFACE WATER DESIGN MANUAL. JOB NO: 91024-23 ALL FORMULAS AND COEFFICIENTS USED IN THIS SPREADSHEET ARE DESCRIBED IN THIS MANUAL. FOR: 550 south of N.8th St.to north project limits Basin-J FOR MORE BACKGROUND INFORMATION PLEASE REFER TO THIS MANUAL. MADE BY: TMH DATE: 03-29-93 CHECK BY: DATE: I=(P)()=Peak Rainfall Intensity P=the total precipitation at the project site for the 24-hour duration design storm event for the given return frequency. See the Isopluvel Maps in Figures 3.5.1 C through 3.5.1 H. i=(a)(Tc)A-(b)=the unit peak rainfall intensity factor(see table below) Tc-time of concentration(minutes)to each sub-basin calculated using the method described in this manual. (Tc minumum value using this method is 6.3 minutes.) DESIGN STORM RETURN FREQUENCY YEA a D TEWASSUMPTIONS: 2 1.5a 0.58 5 2.33 0.63 10-year,24-hour Design Storrs 10 2.44 0.64 25 2.66 0.65 50 2.75 0.65 100 2.61 0.63 NTER VALUES FOR THE FOLLOWING VARIABLES FOR USE IN THIS PREADSH£ET AS DESCRIBED ABOVE AND IN THIS MANUAL = 2.90 . 4 0.64 Note: This spreadsheet currently calculates travel time in the pipe assuming a pipe velocity itowing full. a This assumption is conservative for Pipe flows not exceed' 83%of the pipe capacity flowing U. F To Sub-Basin Description Ares C C'A S C Tc min i I cfs Pi in. Typ.n SIODe 1 QftfalVWPSJ VrItI361 I Q101 ILIM TUrnin) Jt J2 BASIN J-1 0,142 0.90 0.128 0.128 6.30 0.75 2.18 028 12.00 0.012 0.0023 1.85 2.36 - 0.15 58 0.41 J2 J3 BASINJ2 0.132 0.76 D.f00 0.228 6.71 0.72 2.09 0.48 12.00 0.012 0.0023 1.85 2.36 - 0.28 132 0.93 J3 1 J7 BASINJ3 0.130 0.79 DAM 0.331 7.64 0.68 1.93 0.64 12.00 0.012 0.00231 1.85 2.36 - 0.34 l32 0.93 J7 J7A BASIN J-4 5 7 0.268 0.90 0.241 0.572 8.58 0.62 1.79 1.02 12.00 0.012 0.0023 1.85 2.36 - 0.55 97 0.69 64 11 J7A J8 BASIN J-6 7A 0.210 0.90 0.189 0.761 9.26 0.59 1.70 1.30 12.00 0.012 0.0023 1.85 2.36 0.70 90 1.38 J8 J13 BASIN J-8 0.066 0.90 0.059 0.820 9.90 0.56 1.63 1.34 12.00 0,012 0.0023 1.85 2.36 - 0.72 193 1.36 J73 J14 BASIN J-91013 0.277 0.90 0.249 1.070 11.26 0.62 1.50 1.61 18.00 0.012 0.0020 5.10 2.89 0.31 130 0.75 J14 I J15 BASIN)-14 0.128 0.87 0.111 1.181 12.01 0.50 1.44 1.70 18.00 0.012 0.0020 5.10 2.89 0,33 130 0.75 J15 I JIB BASIN J-11 1 15 0.308 0.84 0.259 1.440 12-76 0.481 1.39 2.00 18.00 0.012 0.0020 5.10 2.891 0391 130 0.75 JIB I JIB BASIN J-16 0.131 0.77 0.101 1.541 13.51 0.46 1.34 2.06 18.001 0.012 0.0020 5.10 2.89 0.40 130 0.75 J18 J22 BASIN J-18 0.181 0.77 L 0.139 1.600 14.26 0.45 1.29 2.17 18.00 0.012 0.0020 5.10 2.89 - 0.43 100 0.50 J22 J25 BASINJ-19202122 0.424 0.87 0.369 2tM9 14.84 0.43 1.26 2.SB 18.00 0.012 0.0020 5.10 2.89 - 0.51 150 0.87 J25 J26 BASINJ-232425 0.391 0.56 0.335 2,385 15.71 0.42 1.21 2,90 18.00 0.012 0.0020 5.10 2.89 0.57 105 0.61 J26 J27 BASIN J-26 0.104 0.85 0.088 2,474 16.31 0.41 1.19 2.93 18.00 0.012 0.0020 5.10 2.89 - 0.57 105 0.61 J2 JJ29 BASIN J-27 0.102 0.90 0.092 2.585 18.92 0.40 1.16 2.97 18.00 0.012 0.0020 5.10 2.89 0.58 130 0.61 J29 J30 BASIN J-29 0.739 0.90 0.125 2.890 17.52 0.39 1.13 3.05 18.00 0.012 0.0020 S10 2B9 - 0.60 130 0.75 J30 J31 BASIN J-28 30*BOEING 4.236 0.90 3.814 6.505 18.27 0.38 1.10 7.17 24,00 0.012 0.0020 10.99 1.60 - 0.65 2I2 1.D7 1 I PARDRN4.WKS Fr To Sub-Basin Description Area Ac C C'A S CA TOT f I ate Pi in. T .n SI O cfs Vf Vr s Olaf L R Tt min J31 J32 NONE 0.000 6.505 19.28 0.37 1.06 6.93 24.00 0.012 0.0020 10.99 3.50 0.63 300 1.43 Wrorri To I Sub46asin Descri Ion I Area C I C'A Su C'A Tc min i 1 in. T .n Slope cfs V s Vr s Olaf L R Tt min J4 1157 5 BASIN J-4 0.0% 0.90 0.062 0.062 6.30 0.75 2.18 0.14 12.00 0.012 0.0045 2.50 3.31 - 0.05 97 0.49 J5 J7 BASIN J•5 0.0691 0.901 OA62 1 U.IZ41 6.79 0-721 2.051 0.261 12.001 0.0121 0.00451 2.60 3.31 0.10 55 0.28 Fr To SubJ3asM Descri ion Area C C'A S C'A Tc min I cfe Pi in. T ..n SlopeV Lift) Tt min J8 J7A BASINJ� 0.75 . 0.221 00 0.050 2.74 55 0.26 lFroryd To I Sub-Basin Description I Area Ac C I C'0. I Su C'A TcjmInj I i I J9 J70 BASIN J-9 Pi 1in. V Vr s OIO► L R Tt min .90 0.062 0.02 6. 0 0.75 s 2. 41 3. 0.0 0.09 0. 104 0.50 J10 I J131 BASIN J-10 1 00811 0.90 0.073 0.135 6.801 0.721 2.081 0.28 12.00 0.012 O.00SD 274 3.48 - 0.10 56 0.27 Fr To Sub-9asin Description Area Ac C C'A S C'A Tc min i I cfs in. T .n Slo efs Vr Qlaf Lift) Tt ndn J11 J12 BASIN J-11 0.090 0.90 0.081 0.081 6.30 0.75 2.18 0.18 12.00 0.012 0.0050 2.74 3.48 - 0.08 . 115 0.W J12 J15 BASIN J-12 O.OB7 0.90 0.078 0.159 6.85 0.71 2.07 0.33 12.00 0.012 0.0050 2.74 3.48 - 0.12 66 0.32 lFromil To I Sub-Basin Description I Area(Acl I C IC'A S C' Tc Mn Vf 3 JIB J20 BASIN J-11 0.076 0.076 30 0.75 .00 0.012 0.0050 .48Vr s OIOf L ft - 0.06 1151 0.55 J20 1 J21 BASIN J-20 0.084 0.90 0.078 0.151 8.85 0.71 2.07 0.31 12.OD 0.012 0.0050 274 3.48 - 0.11 115 0.55 J21 J2 BASIN J-21 0.157 0-901 0.141 0293 7.40 0.88 1.97 0.57 12.00 0.012 O.00SD 2.74 3.48 0.21 74 0.35 F To Sub-Basin Description Area Ac C C`A Su C'A Tc(ndril I I I I . c PI in 16 L T min.62. 2 32 0. 07 J24 J23 BASIN J-24 0195 0.90 0.75 2.18 J23 I J25 I BASIN J-23 I 0 Ua5l 0.90 1 0.70 ZD41 U.wj U. DI 2.451 3.1211 0221 6DI 0.32 Fr To SubAasin Deseri ion Area Ac C CA Su C'A To min i I Cfs Pi In. T .n Slope cfs V Vr s Olaf L ft Tt min J28 FCC. BASIN J-28 0 068 0.90 0.061 0.061 6.30 0.75 2.18 0.13 12.00 0.012 0.0180 5.191i6.61 0.03 51 D.13 2 ' PARDR4A.WKS THE FOLLWOING COVEYANCE SYSTEM ANALYSIS AND SIZING SPREADSHEET USES THE CIA METHOD PROJECT: Park Avenue North OF ANALYSIS OUTLINED IN THE KING COUNTY,WASHINGTON SURFACE WATER DESIGN MANUAL JOB NO: 91024-23 ALL FORMULAS AND COEFFICIENTS USED IN THIS SPREADSHEET ARE DESCRIBED IN THIS MANUAL. FOR: 550'south of N.8th St to north project ftmds Basin-J FOR MORE BACKGROUND INFORMATION PLEASE REFER TO THIS MANUAL. MADE BY: TMH DATE: 03-29-93 CHECK BY: DATE: I=(P)(1)=Peak Rainfall Intensity P=the total precipitation at the project site for the 24-hour duration design slam evert for the given return frequency. See the Isopkivial Maps in Figures 3.5.1 C through 3.5.1 H. I-(axTc)&(b)=the unit peak rainfall intensity factor(see tatte below) To-tkne of concentration(mirates)to each sub-basin caiwtated using the method described in this manual. (Tc minumum value using tars method is 6.3 minutes.) DESIGN STORM RETURN FREQUENCY(YEAR NNOTES11ASSUMPTIONS: 2 1.58 0.58 5 2.33 0.63 25-year,24-hour Design Storm 10 2.44 0.64 25 2.66 OAS 50 2.75 0.65 100 2.61 0.63 INTER VALUES FOR THE FOLLOWING VARIABLES FOR USE IN THIS READSHEET AS DESCRIBED ABOVE AND IN THIS MANUAL = 3.40 2.68 = 0.65 Now. This spreadsheet currently calculates travel time in the pipe assuming a pipe velocity Brnving NO. This assumption is conservative for pipeDrnvB not exceeding 83%of the pipe capacity ftwinq full. F To I Sub8asin Description Arm Ac ' C CA CA T 'n I 1 in. T .n V Cm im" JI J2 BASIN J-1 0.1424 00.128 0.128 6.30 0.80 273 0.35 1200 0.012 0.0023 1.85 2.36 0.19 58 0.41 J2 J3 BASIN J2 0.132 Be0.7 0.100 0328 6.71 0.77 262 0.60 12.00 0.012 0.0023 1.85 2.38 0.32 132 0.93 r7A J7 BASINJ3 0.1301 0.79 0.103 0.331 7.64 0.71 2A1 0.80 t200 0.012 0.0023 1.85 2.36 - 0,43 132 0.93 J7A BASIN J45,7 0.288 0.90 0.241 0.572 8.58 0.66 224 1.28 12-00 0.012 0.0023 1.85 736 - 0.69 97 0.69 JS BASIN J-6 7A 0.210 D.90 0.189 0361 9.25 0.63 2.13 1.62 1200 0.012 0.0023 1.85 2.36 - 0.87 90 0.64 J13 BASINJ-0 0.065 0.90 0.059 0.820 9.90 0,60 204 1.67 12o0 0.012 0.0023 1.85 236 - Q90 193 1.36 J14 BASIN J-91013 0,277 0.90 0.249 1.070 1126 0.55 1.87 2.00 18.00 0.012 0.0020 5.10 2.89 0.39 130 0.75 J15 BASINJ44 0.128 0.87 0.11t 1ASI 1201 0.53 1.80 212 18.00 0.012 0.0= 5.10 2.89 - 0.42130 0.75 Jt6 BASIN J-11 1215 0,308 0.84 0.259 1,440 12.76 0.5t 1.73 249 18.00 0.012 0.0020 5.10 2.89 0.49 130 0.75 Jib BASIN J-16 0.13P 0.77 0.101 1.541 13.51 0.40 1.f>B 256 18'00 0.012 0.002D 5.10 289 - 0.50 130 0.75 JIB J22 BASINJ-18 0.161 077 0.139 1.680 14.26 0.47 1.61 270 18.00 0.012 0.0020 5.10 2.89 - 0.53 100 0.58 J22 J25 BASIN J-19 20 27 22 0.424 0.87 0.389 2.049 14.84 0.46 1.57 3.21 18.00 0.012 0.0020 5.10 2.89 0.63 150 0.87 J25 J28 BASINJ-232425 0.391 0.86 0,336 2.385 15,71 0.44 1.51 3.60 18.00 0.012 0.0020 5.10 2.89 - 0.71 105 0.61 J26 J27 BASIN J-26 0.104 0.85 0.088 2474 16.31 0.43 1.47 3.64 18.00 0.012 0.OD20 5.10 2.89 - 0.71 105 0.6t J27 J29 BASIN J-27 0.1021 0.90 0.092 2.565 18.92 0.42 1.44 3.89 18.00 0.012 0.0020 5.10 2.89 - 0.72 105 0.61 J29 J30 BASIN J-29 0.139 0.90 0.125 Z.690 17.52 0.41 1 Al 3.78 18.00 0.012 0.0020 6.10 2.89 - 0.74 11 0.75 J30 J31 BASIN J-28 30*BOEING 4.236 0.90 3.814 6.505 18.27 0.40 1.37 8.90 24.00 0.012 0.002.0 t0.99 3.50 0.81 212 1.01 1 • ( ' PARDR4A.WKS F To Sub-Basin Dese ' Arm C CA S C'A T i 1 In. T n ets VI(fps) Vr O1Qf L J37 J32 NONE 0.000 6.505 1928 0.39 1.32 8.59 24.00 0.012 0.0020 10.99 3.50 - 0.78 300 1.43 Frorli To I Sub-Bassi Desert on Ae C I C-A I S C' Tc(InMI I i I 1 Q(cftj I Pi lml I Tvm n 1 S cts Y V 9!Q( L R TI min J4 JS BASIN J4 0.069 0.90 0.062 0.062 6.30 0.80 273 0.17 12.00 0.012 0.0045 2.60 3.31 0.07 97 0.49 JS J7 BASIN JS 0.'069 0.90 0.062 0.124 6.79 0.77 260 0.32 12.00 0.012 0.0045 2.60 3.31 - 0.72 55 028 Fr To SubAasin Descri " n Ae C C'A S A Te t 1 cfs in. T n S Y V m9f R JB J7A BASIN J-8 0.113 0.90 0.102 0.102 6.30 0.8D 2.73 0251 1200 O-Ulzi 0.0owl 2.741 3.48 O.t0 55 026 Wiwi To I Sub4WsIn DewxWlm AreaWl I C I C'A g!nLC'Aj Tctrntnl J9 J10 BAStNJ-9 0.069 0.90 0.082 0.062 8.3D 0.80 T V V 9KN L mn 0.17 0.0612.73 IN 4 f04 D.50 J1O I J131 BASIN J-10 I L O.OB7 0.901... 0.073 0.135 6.80 0.TT 2.60 0.35 12.00 0.(M2j 0.00501 2.741 3.48 0.1:31 S61 0.27 F To Sub$aakr De ion Area C C'A S A Tc min i I cfs irr. n S V Vr OM L tt Tt n Jtt J72 8A31N J-11 0.090 0.90 0.081 O.061 5.30 0.80 2.73 0.22 92.00 0.072 0.0050 274 3.48 - 0.08 1t5 D.55 J12 J15 BASIN JA2 0.087 0.90 0.07E 0.159 6.85 0.76 2.59 0.47 12.00 0.0t2 0.0050 2.74 3.48 - 0.15 0.32 lFmrti To I Suh.Basin Description Arim(Acl I C 1C•A C' T I i hi. n cfs Vfffm I V OI9f I L tt J19 I J201 BASIN J-19 0.064 0-901 6.30 0.80 2.73 02t 12.00 0.012 0.0050 274 3.48 - 0.08 175 0.55 0. J20 J25 BASIN J-20 O.OBa 0.90 0.076 0.161 6.85 0.76 2.58 0.39 12.00 0.012 050 0.0 214 3.48 - 0.14 115 0.35 J21 J2 BASIN J-21 0.064 0.90 0.141 0293 7.40 0.72 2.46 0.72 12.00 0.012 0.0050 2.74 3.48 - 0.26 741 F To Sub:Badn DewrlpOon Ares IA C C'A A Tc min 1 1 cfs Pip![ 7 n Sb Of cfs V Vr can L min J24 J23 BRSINJ-24 0.195 0.90 O.t76 0.776 5.30 0.80 273 0.48 12.D0 O.IN2 0.0040 245 3.12 0.20 125 0.01 J23 J25 BASIN J-23 0.095 0.90 0.056 0.261 5.97 0.75 256 0.67 1200 0.012 0.0040 2.45 3.12 11 o.271 601 0.32 Fr To Sub-Basin Deeeri 'on Arm Ac C C-A S C-A Te 'n i 1 PI in. 7 n Sloe! efe Vf V W L Tt viKl J28 EX. BASIN J-28 0.06E 0.90 0.061 0.061 6.30 0.80 2.73 0.17 1200 O.IN2 0.0180 5.19 8.81 - 0.03 57 0.13 2 t PARDRN1.WKS THE FOLLWOING COVEYANCE SYSTEM ANALYSIS AND SIZING SPREADSHEET USES THE CIA METHOD PROJECT: Park Avenue North OF ANALYSIS OUTLINED IN THE KING COUNTY,WASHINGTON SURFACE WATER DESIGN MANUAL. JOB NO: 91024.23 ALL FORMULAS AND COEFFICIENTS USED IN THIS SPREADSHEET ARE DESCRIBED IN THIS MANUAL. FOR: 4th to 5th Drainage System-A FOR MORE BACKGROUND INFORMATION PLEASE REFER TO THIS MANUAL. MADE BY: TMH DATE: 2-23-93 CHECK BY: DATE: I=(P)(i)=Peak Rainfall Intensity P=the total precipitation at the project site for the 24-hour duration design storm event for the given return frequency. See the Isopluvial Maps in Figures 3.5.1 C through 3.5.1 H. I=(a)(Tc)A-(b)=the unit peak rainfall intensity factor(see table below) To=time of concentration(minutes)to each sub-basin calculated using the method described in this manual. (To minumum value using this method is 6.3 minutes.) DESIGN STORM RETURN FREQUENCY EAF a b 0TES/ASSUMPTI0NS: 2 1.58 0.58 m 5 2.33 0.63 10-year,24-hour Design Stor 10 2.44 0.64 25 2.66 0.65 50 2.75 0.65 100 2.61 0.63 NTER VALUES FOR THE FOLLOWING VARIABLES FOR USE IN THIS PREADSHEET AS DESCRIBED ABOVE AND IN THIS MANUAL 2.90 2.44 = 0.64 Note: This spreadsheet currently tabulates travel time in the pipe assuming a pipe velocity flowing full. This assumption Is conservative for pipe flows not exceeding 83%of the pipe capacity flowing full. Fr To Sub-Basin Description Area Ac C CA Su CAA Tc min t I cfs Pi in. T n W0.0!0502.74 V Vr M3325 Tt min At A3 BASIN A-1 0.212 0.90 0.191 0.191 8.30 0.75 2.18 0.42 12.00 0.012 .74 3.48 - 027 A3 A4 BASIN A-2+A-3 0.066 0.90 0.059 0.250 6.57 0.73 2.12 053 1200 0012 .74 3.48 0A4 A6 BASIN A-4 0.068 0.90 0.061 0.311 7.02 0.70 2.03 0.63 12.00 0.012 .74 3.48 -A6 AS BASIN A-5+A-6 0.173 0.90 0.156 0.467 7.60 0.67 1.93 0.l30 12.00 0.012 .74 3.48 A8 A10 BASIN A-7+AA 0.178 0.90 0.160 0.627 5.19 0.63 1.84 1.16 12.00 0.012 .74 3.48 -A10 A13 BASIN A-9+A-10 0144 0771 673 061 177 138 1200 0012 .74 3.48 0.61 Fro To Sub-Basin Description I Area Ac C I CA I S UA Tc min i i cfs Pi in. T .n Sloe Qf cfs V s Vr Q1W L @ Tt min All A74 BASINA-11 0.142 0.90 0.128 0.126 fi.30 0.76 2.18 0.28 12.00 0.012 0.0050 2.74 3.48 - O.10 23 0.11 From To Sub-Basin Descri lion Area Ac C CAA Sum C'A Tc min i I Q(cis)I Ftpe(inj I Tvpn I Slope cfs Vf V s Q1Qf I L ft Tt min Al2 Ai3 BASIN A-12 0.095 0.90 O.OB6 0.086 1 6.30 0.75 2.151 0.191 12.001 om 21 0.00501 2.741 3.481 0.071 18 0.09 1 ( PARDRIA.WKS THE FOLLWOING COVEYANCE SYSTEM ANALYSIS AND SIZING SPREADSHEET USES THE CIA METHOD PROJECT: Park Avenue North OF ANALYSIS OUTLINED IN THE KING COUNTY,WASHINGTON SURFACE WATER DESIGN MANUAL. JOB NO: 9t024-23 ALL FORMULAS AND COEFFICIENTS USED IN THIS SPREADSHEET ARE DESCRIBED IN THIS MANUAL. FOR: 4th to 5th Drainage System-A FOR MORE BACKGROUND INFORMATION PLEASE REFER TO THIS MANUAL. MADE BY: TMH DATE: 01-03-93 CHECK BY: DATE: I=(P)(i)=Peak Rainfall Intensity P-the total precipitation at the project she for the 24-hour curation design storm event for the given return frequency. See the Isopluviai Maps in Figures 3.5.1 C through 3.5.1 H. i=(a)(TC)A-(b)=the unit peak rainfall intensity factor(see table below) Tc-time of concentration(minutes)to each sub-basin calcuated using the method described in this manual. (To minumum value using this method is 6.3 minutes.) DESIGN STORM RETURN FREQUENCY YE4F a b 0TESIASSUMPTIONS: 2 1.58 0.58 5 2.33 0.63 26-year,24-hour Design Storm 10 2.44 0.64 25 2.66 0.65 50 2.75 0.65 100 2.61 0.63 NTER VALUES FOR THE FOLLOWING VARIABLES FOR USE IN THIS PREADSHEETAS DESCRIBED ABOVE AND IN THIS MANUAL 3.40 2.66 0.655 Note: This spreadsheet currently calculates travel time in the pipe assuming a pipe velocity flowing full. This asaumption is conservative for pipe flows not exceeding 83%of the pipe capacity flowing full. FrofnI To Sub-Basin Description Area Ac C C'A Su C'A TC min F I cfs PI In. T n S Q cis Vf V s QiQf L R Tt min At A3 BASIN A-1 0.212 0.90 0.191 0.191 6.30 0.80 2.73 0.52 12.00 0.012 0.0050 2]4 3.48 0.19 56 0N057 27 A3 A4 BASIN A-2+A-3 0.066 0.90 0.059 0.250 6.57 0.78 2.66 0.67 12.00 0.012 0.0050 2.74 3.48 0.24 95 BASIN A-4 0.068 0.90 0.061 0.311 7.02 0.75 2.55 0.79 12.00 0.012 0.0050 2.74 3.48 - 0.29 1201 BASIN A-5+A-6 0.173 0.90 0.156 0,467 7.60 0.71 2.42 1.13 12.00 0.012 0.0050 2.74 3.48 -- 0.41 125 A8 A10 BASIN A-7+A-8 0.178 0.90 0.160 0.627 8.19 0.68 2.30 1.45 12.00 0.012 0.0050 2.74 3.48 -- 0.53 ill 410 A13 BASIN A-9+A-10 0.160 0.90 0.144 0.771 8.73 0.65 2.21 1.71 12.00 0.012 0.0050 2.74 3.48 0.62 128 0.61 Wrorni To I Sub-Basin Description Area(AC) C I C'A I Su C'A Tc min i 1 Q Cfs Pi in. T .n SlopeQf cfs V s Vr t s O/Qf L R Tt min All A14 BASIN A-11 0.142 0.90 0.128 0.128 6.30 0.80 2.73 0.35 12.OD 0.012 D.OD50 2.74 3.48 - 0.13 23 0.11 Framl To Sub-Basin Description ArealAcl_ C C'A Sum C'A Te min i 1 Q cfs Pi in. T .n SlopeQ cfs V V QJQf L ft Tt min Al2 1 A13 BASIN A-12 0.095 0.90 0.086 0.086 6-301 0.801 2.73 1i 0.23 1 12.001 0.0121 0.00501i2.74 3.48 - 1 0.091 181 0.uRli i PARDRN2.WKS THE FOLLOWING COVEYANCE SYSTEM ANALYSIS AND SIZING SPREADSHEET USES THE CIA METHOD PROJECT: Park Avenue North OF ANALYSIS OUTLINED IN THE KING COUNTY,WASHINGTON SURFACE WATER DESIGN MANUAL. JOB NO: 91024.23 ALL FORMULAS AND COEFFICIENTS USED IN THIS SPREADSHEET ARE DESCRIBED IN THIS MANUAL. FOR: Sth to 6th Drainage System-B FOR MORE BACKGROUND INFORMATION PLEASE REFER TO THIS MANUAL. MADE BY: TMH DATE: 2-26.93 CHECK BY: DATE: I=(P)(i)=Peak Rainfall Intensity P-the total precipitation at the project site for the 24-hour duration design stone event for the given return frequency. See the isopiuwal Maps in Figures 3.5.1 C through 3.5.1 H. I=(a)(Tc)A-(b)-the unit peak rainfall intensity factor(see lable below) Tca time of concentration(minutes)to each sub-basin calcItated using the method described in this manual. (Tc minumum value using t m method Is 6.3 minutes.) DESIGN STORM RETURN FREQUENCY(YEAF, a b TESIASSUMPTIONS: 2 1.58 0.58 5 2.33 0.63 10-year,24-hour Design Storm 10 2.44 0.64 25 2.66 0.65 50 2.75 0.65 100 2.61 0.63 NTER VALUES FOR THE FOLLOWING VARIABLES FOR USE IN THIS PREAOSHEET AS DESCRIBED ABOVE AND IN THIS MANUAL a 2.90 a 2.44 a 0.64 Note: This spreadsheet currently calculates travel time in the pipe assuming a pipe velocity Omwing full. This assum ' n is conservative for pipe flows not exceed' 83%of the pipe capacity flowina full. F To Sub-Basin Description Area AcI C I C'A S CA T in i I i I cAcfs) Piwin'l Typ.n SkMe Qf(Cfs1I Vf V s QIOIf Lin) Tt min B3 1 84 BASIN 8.3 0.0821 0.90 0.074 0.074 6.30 0.75 2.18 0.16 12.00 0.012 0.004D 2.45 3.12 - 0.07 51 0.27 B4 85 BASIN B-4 0.070 0.90 0.063 0.137 6.57 0.73 2.12 0.29 12.00 0.012 0.0040 2.45 3.12 0.12 95 0.51 BS 86 BASIN BS 0.0881 0.90 0.061 0.198 7.08 0.70 2.02 0.40 12.00 0.012 0.0040 2.45 3.12 0.16 95 0.51 BS B7 BASINB-6 OAO3 0.90 0.093 0.291 7.59 0.67 t.g3 0.56 12.00 0.012 0.0040 2.45 3.12 0.23 48 0.26 87 88 BASIN 8-7 O.Og5 0.90 ON 0.376 7.85 0.65 1.89 0.71 12.00 0.012 0.0040 2.45 3.12 0.29 120 0.64 38 1 B10 BASIN B-8 0.098 0.90 0.086 0.463 8.49 0.62 1.80 0.83 12.00 0.012 0.0040 2.45 3.12 0.34 120 0.64 B10 B13 BASIN B-9 f B-10 0221 0.90 0.199 0.662 9.13 0.59 1.72 1.14 12.00 0,012 0.0040 2.45 3.12 0.46 95 0.51 613 814 BASIN 8-11 0.141 0.90 0.127 0.788 9.64 0.57 1 66 1.31 12.00 0.012 0.0040 2.45 3.12 - 0.53 43 0.23 F 7o Suit Basin Deacri ion Area Ac C C'A Sum C'A Tc rrrin i I cfs PI in. T .n Sb Q Ms Vf Vr OIQf L II Tt min H7 A13 BASIN 0-1 ll 0.045 0.90 0.041 0.041 6.30 0.75 2.18 0.09 12.00 0.012 0.0050 2.74 3.48 - 0.03 24 0.71 Froml To I Sub-Basin Description ArealAc C C'A S C'A Tc min i i Q cfs P[ in. n Slope lo cfa Vf V QIQf L ft min 1 02 EX. BASIN 0-2 o.io6t 0.90 0.097 0.097 6.30 0.75 2.18 0.21 6.� 0.012 0.0050 0.43 2.19 D.49 0.00 Fran To Sub-Basin Description Area(Ac) c C'A S C'A Te i I cfs R in. Ty .n Slo Q!efs Vf s Vr 014t L R Tt n 812 815 BASIN B-12 0.)26 0.80 0.713 0.113 6.30 0.75 2.18 025 12.00 0.012 0.0050 2.74 3.48 0.09 33 0.18 'I + PARDR2A.WKS THE FOLLWOING COVEYANCE SYSTEM ANALYSIS AND SIZING SPREADSHEET USES THE CIA METHOD PROJECT: Park Avenue North OF ANALYSIS OUTLINED IN THE KING COUNTY,WASHINGTON SURFACE WATER DESIGN MANUAL. JOB NO: 91024.23 ALL FORMULAS AND COEFFICIENTS USED IN THIS SPREADSHEET ARE DESCRIBED IN THIS MANUAL. FOR: Sth to 6th Drainage System-B FOR MORE BACKGROUND INFORMATION PLEASE REFER TO THIS MANUAL. MADE BY: TMH DATE: 01.03-93 CHECK BY: DATE: I-(P)(1)=Peak Rainfall Intensity P=the total precipitation at the project site for the 24-hour duration design storm event for the given return frequency. See the leopluvial Maps in Figures 3.5.1 C through 3.5.1 H. I=(a)(Tc)"-(b)=the unit peak rainfall Intensity factor(we table below) To--6rne of concentration(minutes)to each sub-basin calculated using the method described in this manual. (To minumum value using this method is 6.3 minutes.) ESIGN STORM RETURN FREQUENCY YEAF a b OTESIASSUMPTIONS: 2 1.58 0.58 5 2.33 0.63 25-year.24-hour Design Storm 10 2.44 0.64 25 2.66 0.55 50 2.75 0.65 100 2.61 0.63 ENTER VALUES FOR THE FOLLOWING VARIABLES FOR USE IN THIS PREADSHEET AS DESCRIBED ABOVE AND IN THIS MANUAL = 3.40 = Z66 0.65 Note: This spreadsheet currently calculates travel time in the pipe assuming a pipe velocity flowing full This assumption is conservative for pipe flows not exceed 83%of the pipe capacity flowing full. Fr To Sub�esitr Deacri ion Area C C'A Su C' Tc mitt I i cfs Pi in. n SlopeQ cfs V W WQf L R Tt min B3 B4 BASIN B� 0.082 0.90 0.074 0.074 6.30 0.80 2.73 0.20 12.00 0.012 0.0040 2.46 3.12 0.08 51 0.27 B4 BS BASIN B-4 0.070 0.90 0.063 0.137 6.57 0.78 2.66 0.36 12.00 0.012 0.0040 2.45 3.12 - 0.15 95 0.51 85 86 BASIN B-5 0.086 0.90 0.061 0.198 7.06 0.15 2.53 0.50 12.00 0.012 0.0040 2.45 3.12 - 0.20 95 0.5t B6 B7 BASIN" 0.103 0.90 0.093 0.291 7.59 0.71 2.42 0.70 12.00 0.012 0.0040 2.45 3.12 - 0.29 48 0.26 B7 BB BASIN B-7 0.095 0.90 0.086 0.376 7.85 0.70 2.37 0.89 12.00 0.012 0.0040 2.45 3.12 0.38 120 0.84 B8 B70 BASIN B-S 0.098 0.90 0.086 0.463 8.49 0.66 Z25 1.04 12.00 0.012 0.0040 2.45 3.12 - 0.43 120 0.64 610 813 BASIN 8.9+8-10 0.221 0.90 0.199 0.662 9.13 0.63 2.15 1.42 12.00 0.012 0.0D40 Z45 3.12 0.58 95 0.51 B13 B1d BASIN 8-11 0.141 0.90 OAZ7 0.788 9.64 0.61 2.07 1.64 12.00 0.012 0.0040 2.45 3.12 0.67 43 0.23 Fr 7o Sub-Basin Descri on Aree Ac C C'A S CA T i I Pi n. T .n Sb Qf cfc V V = L R Tt min Bt A13 BASIN&1 0.045 0.90 0.041 0.041 6.30 0.80 2.73 0.11 12.00 0.012 0.0050 2.74 3.48 - 0.04 24 0.11 F82 1 To Sub43asin Description Area_Ac C C'A C'A Te min i I PI in. .n S Qf cts V V QIOt Tt min 82 i EX. BASIN B-2 0.t06 0.90 0.097 0.097 6.30 0.80 2.73 0.27 6.00 0.012 0.0050 0.43 2.19 0.62 0.00 From) To Sub43asin Description Area{Ac C C'A S C'A Tc 'n i I Ms PI in. T .n Slopecfa V s V QIQf min �12 815 BASIN 8-12 O.t28 0.90 D.113 0.113 6.30 0.80 2.73 0.31 1200 0.012 0.0050 2.74 3.48 - 0.11 33 0.16 1 PARDRN3.WKS THE FOLLWOING COVEYANCE SYSTEM ANALYSIS AND SIZING SPREADSHEET USES THE CIA METHOD PROJECT: Park Avenue North OF ANALYSIS OUTLINED IN THE KING COUNTY,WASHINGTON SURFACE WATER DESIGN MANUAL. JOB NO: 91024-23 ALL FORMULAS AND COEFFICIENTS USED IN THIS SPREADSHEET ARE DESCRIBED IN THIS MANUAL. FOR: 6th to 750'north System-C FOR MORE BACKGROUND INFORMATION PLEASE REFER TO THIS MANUAL MADE BY: TMH DATE: 03-01-93 CHECK BY: DATE: I=(P)o=Peak Rainfall Intensity P=the total precipitation at the project site for the 24-hour duration design storm event for the given return frequency. See the Isopluvial Maps in Figures 3.5.1 C through 3.5.1 H. i=(a)(Tc)A-(b)=the unit peak rainfall intensity factor(see table below) Tc=time of concentration(minutes)to each sub-basin calculated using the method described in this manual. (Tc minumum value using this method is 6.3 minutes.) DESIGN STORM RETURN FREQUENCY EA a b TESIASSUMPTIONS: 2 1.56 0.58 5 2.33 0.63 10-year,24-hour Design Storm 10 2.44 0.64 25 2.W 0.65 50 2.75 0.65 100 2.61 0.63 NTER VALUES FOR THE FOLLOWING VARIABLES FOR USE IN THIS PREADSHEET AS DESCRIBED ABOVE AND IN THiS MANUAL 2.90 = 2.44 0.64 Note: Ttds spreadsheet currently calculates travel time in the pipe assuming a pipe velocity flowing full. This assumption is conservative for pipe Flows riot exceeds 83%of the pipe capacity flowing full. From To I Sub-Basin Description Ar Ac C I C'A S C'A -Tc I 1 cis Pi in. Typ.n Slope Qf ds V VrOpei I =f ft Tt 'n Ct I C2 I BASIN C-1 0.123 0.90 0.111 0.1111 8.30 0.75 2.181 0.24 12.00 0.012 0.0m 2.45 3.12 0.10 1191 0.64 C2 I C3 BASIN C-2 0.0941 0.90 0.085 0.195 6.24 0.]t 2.05 0.40 12.00 0.012 0.0040 2.45 3.12 - 0.16 82 0.44 LC3C4 BASIN C-3 0.134 0.90 0.121 0.316 7.37 0.88 1.97 0.62 12.00 0.012 0.0040 2.46 3.12 0.25 56 0.30 BASIN C-4 0.197 0.78 0.154 0.470 7.67 0.66 1.92 0.90 12.00 0.012 0.0040 2.45 3.12 - 0.43 150 0.80 BASIN C-5 0.148 0.76 0.112 0.582 8.48 0.62 1.80 1.05 12.00 0.012 0.0040 2.45 3.12 0.43 150 BASIN C-6+C- 0.231 0.86 0.199 0.781 9.28 0.59 1.70 1.33 12.00 0.012 0.0040 2.45 3.12 - 0.54 150 BASIN C-B+C- 0.184 0.90 0.166 0.946 10.08 0.58 1.67 7.53 12.00 0.012 0.D040 2.45 3.12 - 0.620.84 BASIN C10 0.16E 0.90 0.151 1.098 10.92 0.53 1.53 1.68 18.00 0.012 0.0040 7.22 4.08 - 0.23 38 0.16 Froml To I Sub-Basin Description Ares Ac C C•A S CA T m i 1 ds in. -rye.n slopeds V Vr OPRf T min C11 815 BASIN C-11 0.140 0.90 0.128 0.126 8.30 0.75 2.78 0.27 12.00 0.O12 D.0050 2.74 3.48 0.10 20 0.10 t PARDR3A.WKS THE FOLLOWING COVEYANCE SYSTEM ANALYSIS AND SIZING SPREADSHEET USES THE CIA METHOD PROJECT: Park Avenue North OF ANALYSIS OUTLINED IN THE KING COUNTY,WASHINGTON SURFACE WATER DESIGN MANUAL. JOB NO: 91024-23 ALL FORMULAS AND COEFFICIENTS USED IN THIS SPREADSHEET ARE DESCRIBED IN THIS MANUAL. FOR: 6th to 760'north System-C FOR MORE BACKGROUND INFORMATION PLEASE REFER TO THIS MANUAL. MADE BY: TMH DATE: 03-01-93 CHECK BY: DATE: I=(15)(1)=Peak Rainfall Intensity P=the total precipitation at the project site for the 24-hour duration design storm event for the given return frequency. See the Isopluvial Maps in Figures _ 3.5.1 C through 3.5.1 H. i=(a)(Tc)A-(b)=the unit peak rainfall intensity factor(see table below) Tc=time of concentration(minutes)to each sub-basin calculated using the method described in this manual. (Tc minumum value using this method is 6.3 minutes.) DESIGN STORM RETURN FREQUENCY(YEA1 a b TESIASSUMPTIONS: 2 1.58 0.58 5 2.33 0.63 26-year,24-hour Design Storm 10 2.44 0.(14 25 2.66 0.65 50 2.75 a 65 100 2.61 0.63 NTER VALUES FOR THE FOLLOWING VARIABLES FOR USE IN THIS PREADSHEET AS DESCRIBED ABOVE AND IN THIS MANUAL 3.40 2.66 0.65 Note: This spreadsheet currently calculates travel time in the pipe assuming a pipe velocity flowing full. This assum ion is conservative for pipe flows not exceeding 83%of the pipe capacity flowing full. Frond To Sub-Basin Deseri ion Area Ae C C•A S C' T min i I ds Pi in. T .n Slopecfs V Vr s QIQf R Tt min Ct C2 BASIN C-1 0.123 0.90 0.111 0.111 6.30 0.80 2.73 0.30 12.00 0.012 0.0040 2.45 3.12 0.12 119 0.64 C2 C3 BASIN C-2 0.094 0.90 0.685 0.195 6.94 0.76 2.57 0.50 12.00 0.012 0.0040 2.45 3.12 - 0.20 82 0.44 C3 C4 BASIN C3 0,134 0.90 0.121 0.316 7.37 0.73 2.47 0.78 12.00 0.012 0.0D40 2.45 3.19 - 0.32 56 0.30 C4 CS BASIN C4 0.197 0.78 0.154 0.470 7.67 0.71 2.40 1.13 12.00 0.012 0.0040 2.45 3.12 - 0.46 150 0.80 iC S C7 BASIN CS 0.148 0.76 0.112 0.582 8.48 0.88 225 1.31 12.00 0.012 0.0040 2.45 3.12 - 0.54 150 0.80 C7 C9 BASIN C-8+C- 0.231 0.86 0,199 0.781 9.28 0.63 2.13 1.66 12.00 0.012 0.0040 2.45 3.12 - 0.88 150 0.80 C9 C70 BASIN C�+C-9 0.184 0.90 0.166 0.948 10.08 0.59 2.01 1.91 12.00 0.012 0.0040 2.45 3.12 - 0.78 157 0.84 C10 BI0 BASIN C10 0.18E 0.90 0.151 t.098 10.92 0.56 1.91 2.10 18.00 0.012 0.0040 7.22 4.06 - 0.29 38 0.18 Fromil To 1 Sub-Basin Description Area(Aj I C I C-A ISum C•A T i 1 Q cfs PI in.) Tvp.a Slope cfs WPM Vr(fpsV QX f L T min Ctt B15 BASIN C-11 0.140 0.90 0.126 0.126 6.30 0.80 2.73 0,34 12.00 0.012 0.0050 2.74 3.46 - 0.13 20 0.10 1 PARDRN5.WKS THE FOLLWOING COVEYANCE SYSTEM ANALYSIS AND SIZING SPREADSHEET USES THE CIA METHOD PROJECT: Park Avenue Norm OF ANALYSIS OUTLINED IN THE KING COUNTY,WASHINGTON SURFACE WATER DESIGN MANUAL JOB NO: 91024.23 ALL FORMULAS AND COEFFICIENTS USED IN THIS SPREADSHEET ARE DESCRIBED IN THIS MANUAL. FOR: N.8th St.from Park to Garden Basin-E FOR MORE BACKGROUND INFORMATION PLEASE REFER TO THIS MANUAL. MADE BY: TMH DATE: 03-05.93 CHECK BY: DATE: I=(P)(i)=Peak Rainfall IntensBy P=the total precipitation at the project site for the 24-hour duration design storm event for the given return frequency. See the Isopluvial Maps in Figures 3.5.1 C through 3.5.1 H. 1=(a)(Tc)A{b)-the unit peak rainfall Intensity factor(see table below) To=time of concentration(minutes)to each sub-basin calculated using the method described in this manual. (To minumum value using this method Is 6.3 minutes.) DESIGN STORM RETURN FREQUENCY EA a h OTESIASSUMPTIONS: 2 1.58 0.58 5 2.33 0.63 10 -year,24-hour Design Storm 10 2.44 0.64 25 2.65 0.65 50 2.75 0.65 100 2.61 0.63 NTER VALUES FOR THE FOLLOWING VARIABLES FOR USE IN THIS PREADSHEET AS DESCRIBED ABOVE AND IN THIS MANUAL = 2.90 = 2.44 = 0.64 Note: This spreadsheet currently calculates travel time in the pipe assuming a pipe velocity flowing full. This assumption is conservative for pipe Mows trot exceed" 83%of the pipe capacity full. F Fo Sub43adn Deseri Arita C C'A S C-A T i 1 cls Piper " ni. .n 5 Q1 efs V V QIQt ft Tt min El E3 BASIN E-1 0.294 0.90 0.265 0.2G5 6.30 0.75 2.18 0.58 8.00 0.012 0.0050 u Si 2.66 - 0.62 38 0.24 F To Sub-Basin Deseri Arita C CA I S A Tcjmin i I I P T n S cis Va I V QIOf I L ft Ti E2 E3 BASIN E-2 0.380 0.90 0.342 0.342 B.30 0.75 2.18 0.75 8.00 0.012 0.0050 0.93 2.66 - 0.80 4 0.03 1 .i PARDR5A.WKS THE FOLLWOING COVEYANCE SYSTEM ANALYSIS AND SIZING SPREADSHEET USES THE CIA METHOD PROJECT: Park Avenue North OF ANALYSIS OUTLINED IN THE KING COUNTY.WASHINGTON SURFACE WATER DESIGN MANUAL. JOB NO: 91024-23 ALL FORMULAS AND COEFFICIENTS USED IN THIS SPREADSHEET ARE DESCRIBED IN THIS MANUAL. FOR: N.8th St.from Park to Garden Basin-E FOR MORE BACKGROUND INFORMATION PLEASE REFER TO THIS MANUAL. MADE BY: TMH DATE: 03-05-93 CHECKBY: DATE: I=(P)()=Peek Rainfall Intensity P=the total precipitation at the project site for the 24-hour duration design storm event for the given return frequency. See the Isopluvial Maps in Figures 3.5.1 C through 3.5.1 H. i=(a)(Tc)"-(b)=the unit peak rainfall intensity factor(see table below) To=time of concentration(minutes)to each sub-basin calculated using the method described in this manual. (Tc minumum value using this method is 6.3 minutes.) ESIGN STORM RETURN FREQUENCY EA a b TES/ASSUMPTIONS: 2 7.58 0.56 5 2.33 0.33 25-year.24-hour Design Storm 10 2.44 0.64 25 2.56 0.65 50 2.75 0.65 100 2.61 0.63 NTER VALUES FOR THE FOLLOWING VARIABLES FOR USE IN THIS PREADSHEET AS DESCRIBED ABOVE AND IN THIS MANUAL 3.40 2.66 0.65 Note: This spreadsheet currently calculates travel time in the pipe assuming a pipe velocity fiovnng full. This assumption is conservative for pipe flaws riot exceeds 83%of the pipe capacity flowing full. Froml To Sub-Basin Descrl tin Area C C-A Sum C-A Tc n i t cfe in. T D.n SlopeQf cfs Vf Vr QlOf L R Tt min Ei E3 BASIN E-1 0.294 0.90 0.265 0.265 6.30 0.80 2.73 0.72 8.00 0,0121 U.00501 0.931 2.661 0.78 38 0.24 IlFrovni To I Sub-Basin Description Area Ac C CA Sum CA Tc min i I 1l cfs Pi in. T n Slope Q d Y Vr Ol4f L t Tt min E2 E3 BASIN E-2 0.380 0.90 0.342 0.342 6.30 0.801 2.73 0.94 8.00 0.012 0.0050 0,931 2.Ml 1.01 4 D.03 1 C,\CADD\DGN\91024-23\PRK23P2.DGN Z NW1/4, SEC 17, T 23; N, R 5 E. W.M. GENERAL CONSTRUCTION NOTES: N 1 a cc F < <jTp f �-o• I CONSTRUCT DR.VEWAY PER CITY OF RENTON STANDARD PLAN F006 (ALTERNATE 2). 11 W I t-�D, , � E STATION WIDTH TYPE N ,.,._ Lew FL-I 3�. /y 12+20.0 RT 35 COMMERCIAL = j W --�,-/j-' 7 T'/� ?,.r- 7 T'r;TT I STA 13 f 6 I r Z0. 5 LT I - z y� ( I I { 12+27.0 LT 25' COMMERCIAL o f T G = 13+13.5 LT 20' RESIDENTIAL o O ( z ! I .1"E (i2t) 32.1/ 13+28.0 RT ?S' COMMERCIAL J ,'lr� e� 36.9i- � 13+76.5 LT 25' COMMERCIALLAJ " ! 14+11.0 LT 25' COMMERCIAL / a r::i Z'E (lz"E) Z 33.06 A� �C. I 14+94.0 RT 40' COMMERCIAL rY ,r, ( I - I �I 2 REMOVE EXISTING CURB, GUTTER, AND SIDEWALK. ' ( lot C? I 3 l( 3 APPROXIMATE CUT/FILL LIMITS. ✓�S�j 7 � ^5 en 5I-d { e ': . I 4 ' ,Tl i . o i i , I ;, 3 ` '`, F � ! t1 L.'- o REMOVE AND REINSTALL EXISTING FENCE (AS NECESSARIIA-v,� $�orrr" N J I 1 I�, 1 1 ! G I r I 4 2 3 I ! - 5 MATCH NEW SID;:WALK TO EXISTING BUILDING ENTRY. �, /- - -,=T 1 3 I 3 6 - ( I--- , , , I W - 6 , Ld 6 MATCH EXIS(INC PRIVATE WALK. _ ac. .� tt !! I Lil _.. •r�•� � ..... t � � .... .. ,. i i1 \ •( �'` �\ �' � C 1\ 1, I i T E: 35 49 N _:a. /� �r rz ' s � Y, s= `0.'�5Lij cn WATER ��G` 1z o . o W �" 12 I `� 2 _ '� c� I CONSTRUCT :IEi� HATER SERVICE WITH TYPE II COPPER PIPE 13 PARK AVE. N I4 S, + E I E PER CITY OF RENTON STANDARD , , _-� � _ - to PLAN B106, 31C , AND B109 AFTER NEW WATERMAIN IS TIED IN. RELOCATE EXISTING METER. - - - - - - - _ _ _ I _ I I m INSTALL NEW M TER BOX. Q _N I N 0.57'13" E • - . - c I ! V Y Q E STATION -C OFFSET SERVICE SIZE EX. TYPE N I 16" Ir -�" - I F- ,1 ;�, 28.5'RT 1"0 COPPER z W � A,,4-rr,Z 3 .ZS - �+ N rF sue ,, . I I+67.G r o i W _ - N 12+00.0 8.5'RT I"� COPPER m J 17 Z 33.8 _16" w W 12+44.0 28.5'RT 1"0 COPPER ; i > ---I tom. _ - �c i. Z Tor w � ;.:.5 12+52.G 28.5'L T 1"� COPPER N J ` .,.._. .. =. _ . . lam - 12+57.0 28.5'LT COPPER N _ J 12+95.0 28. T - ..•_��_,�. _..,� _ \ ,. \ 5,L COPPER COPPER m U ,I - - --- - �� U 13+80.0 28.5'RT I"sa COPPER '- .5'L 1110 COPPER Z F Q 14+25.0 28.5'RT 1"4 COPPER `I I o 3 , I 14+62.0 28.5'LT �4110 COPPER I 15+10.0 28.5'LT �' s:f COPPER (TYPE 1 I I METER) W i I i:C1 2 3 I I 3 I 5 2 I 6 I5+27.0 28.5'RT 4"0 COPPER 2 STA. 15+ 14 ;RT . ' CONNECT NEW IE' DIAM. WATER MAIN TO EXISTING 8" WATER MAIN LJ I I �} I I I INTERTIE. INSTA; L TEE, PIPE, FITTINGS,INGS, AND .13 LF± OF 8" DIAM. CL. 52 DUCTILE IRON I - I WATER PIPE A; SHOWN (SFE DETAIL D SHEET 6). •..! 'Rr I 3 14+28.0 (28.5'L : INSTALL NEW FIRE HYDRANT ASSEMBLY. o 1 NOTES: J .V �� /s r4�, z�,7:- STORE ,jF- =;iNA�L -CI' DASI N r0 3RADE. '•JJUST E>, '- ;'jN,, VANHGL.E TO GRADE. o - -- GENERA`.. NOTE: I I , I EXISTING UTILi T Y POLES SHALL BE RELOCATED BY OTHERS (SEE SHEET 28 FOR LOCATIONS). W _ �- - I � I Is�d zo.-7s cr I I ��r + I G� ITS Z 2 RESTORE ALL DISRUPTED AREAS BACK TO EXISTING CONDITIONS. ._.-......r......__ ......_. _.-_...... _ .._._ _.. . _.... __..._-- -- .... - _.. _ 1 , "� ,'�;"N) �L. 76 `- I IQin7 �� '= 36• /7 3 ALL NEW WATEs�MA!N AND FITTINGS SHALL BE ENCASED WITH BLACK POLYETHYLENE WRAP 76 al oo ! I I o o •�ECiLzF'� 3Z• / l j p 4 ALL BEX BAN; WATER BO ES RSHALL BE REPLACED. EXISTING 6" DIAMETER WATER MAIN I o SERVICES ARE TRANSFERED. i I I I I oI rC(/z �) y 1/, 71 - J 50 I W I I M v i ' � 5 10: 1 MAXIMUM SLOPE SHALL BE USED FOR DRIVEWAY ADJUSTMENT ON PRIVATE PROPERTY. 1 i w 6 12: I MAXIMUM SLOPE SHALL BE USED FOR SIDEWALK ADJUSTMENT ON PRIVATE PROPERTY. V) FINISHED GRA"'E z I i I PROPOSED CROWN I I �� v) 7 FOR TREE k1L LOCATIONS SEE LANDSCAPE PLANS. i w I I 0-M d,n l a.1 O (� I I Q J QJ Q J LLj 4 >W N - - - - -- - I .� i I 4/ -0.40% Ln `� OF WAS& Y W = ( i 4 v ? i QO ^ I OOLF 16"ap. I. CLASS 52 PIPE � W ,0�1 30 _---- --�' -- --f---------_ ,..�....__.-_., /7/ /z. - �_ _ -n•f r-D FOR �+ l � 29727 Q' /J 1 l w : I ! X._$" D -E �. >< PROFILE � © � ffiD� � sgISTEA'� \�"•,i, w TE�Iz'w/) - 33.$0 �I 1 FS /ONAL� tt� _ _ EXPIRES 10/18/�y / vi { C�3 7}� LAJ 5# 13+l0� Z0,7S f�T _ cl - - i y E biz �Y� = ZA 65 I-- o Z L 1I 10 I TF b-L W): 33, a I zE el z"s ZLD af a o o _ _ __ ._. --�--- -� ----- - I I �„ . ?3, S ��X,s,,,,�� -_ . ECOMMENDED .R W m a d ( -- - - I X'F + - - - -- FOR APPROVAL ' I 1 20 10 0 20 40 I m y- y a I ; HORIZ. j I' =20' IL , - 10 0 10 20 Z R , - 10 W . T.0.C. LEFT 38.20 _ 12 .37.94 37.79 37.60 �1j�,i 37.45 3724 ! - - 8 0 C VAN ► I X96 l �� CITY OF RENTON o J CL. PROFILE 38.53 38I41 38.29 ! 37.22 v�of w� �ry� 4if w�yz4�'�i a M rn 38, 16 38.04 37.7E 37.59 I 37,42 4 . `- �Q r 'y PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT Y T.O.C. RIGHT 38.31 38.08 38.02 7 . �� i CL W 3 .95 ( 37. l5 3 37.5 37.37 I 37. to �, 3s.as 0` /� PARK :AVENUE NORTH N Z {Jk! 2+0 q c BRONSON WAY NORTH TO NORTH 10th STREET I3+00 14+00 15+00 �� 51EP� \�:" o gfors��'°a�� JaN " m B.M. 1656-10-1 EL. 41.07 s� o � o x c� DATUM USGS DISK K384-1959 _ T.O.C. LEFT & RIGHT ZONAL EM 810NAL E"VAJ �� PLAN AND PROFILE Z U z NOTE: -� ---- o Z NE COR CEDAR RIVER BRIDGE XX.XX - REPRESENTS 5" CURB HEIGHT LL N Pj K ` ' - a _ STA. 11 +50 TO STA. 15+50 CO N z I. THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN ON THi SE P�ANC XX.XX- REPRESENTS 6" CURB HEIGHT EXPIRES a1 ��w EXPIRES Was < ARE BASED ON A COMBINATION OF RECORD DRAWINGS, ASBUILTS, FIELD � ' .' oESK,,EOs ac Y Y �- �:�` wr R w, / Sr�,znt SvSTc,�� ?n\'t� ,, S �SS 7 /3lf- DATE: DEC. 3.t993 FILE NAPE: a 1 M RECONNAISSANCE, AND FIELD SURVEYS. ' THIS IS THE BEST AVAILABLE INFORMATION, "_ " ti' 1\ Yi DRAMWN: BUT ACTUAL CONDTIONS MAY BE DIFFERENT, THE CONTRACTOR WILL N NT R V E COLA L i SCALEt AS SHOWN FIU OOOKs P►M j VARIATIONS BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN. THESE VARIATIONS �''� t '" ' "� ENGINEERS SCIENTISTS PLANNERS SURVEYORS CHECKED, j :ITY OF RENTON �`�•:� " ' _ WILL NOT BE THE BASIS FOR A CLAIM FOR EXTRA COMPENSATION. ' WASHINGTON ARIZONA CALIFORNIA APPROVED, ,, AL S.L. NO. RE VISrON BY APPR. DATE SHEE. 9 I< , -- ---- 7- z i CURB RETURN ELEVATIONS I Ce%CADD\DGN\91024-23�PRK23P3.DGN i CURB RETURN ELEVATIONS NWV4, SEC 17, T 23 N, R 5 E, W,M. I P.C. STA - I GENERAL CON � _ , I7 28.79 (22' LT) 36.06 � � � - � c-; , ' > �� I�, 36.09 ;�1. I; I I 1 P.C. STA. 101+68.04 p5' LT) 35.98 . .iUCTIO NOTES: i Ili I J 36.11 I ( I ! II i 1�2 36.02 A_89.58'15" I CONSTRUCT DRIVEWAY P,-R CITY OF RENTON STAN A: I I 36.14 36.02 R=10.00 STAND Air' ' ?LAN F006 (ALTERNATE 2). Gj fit, ` ' ' Y 36.00 T=g,gg• STATION WIDTH TYF',. ' I / /� Z STA Ib-152 94 Ir P.T. STA. 101+6$.13 p5'RT) 36.15 II , Sr�1.� -�- b+S Z Zv. s c � , ;I 1 i iI i P.T. STA. I7+79 03 (22' LT) 35 97 c� co 4 '7YPE Z 4 t" 05177 C7 43TYAE o/w� L`,=90.01'41' I I` -�.t.7.'i� 20?S LT I; ( I L=15.70' ! 15+72.0 R T 35' COMM R �' S' C -1 < o / 3 shi'wi ?'1 Ec. 35 4 i { STA. ( I E C I AL J• `� Rv�IEf+= 3S$ rr,�e. ^� �, i i 15+77,5 I.T 20 RESIDENTIAL i L t 7 R:10.oo I I 7t -q ;; ; W TA i I+fB. I 16+49.0 _T 30' COMMERCIAL c / ,{ I12"(NdS} ©. �sr Z`E 34.91 T=10.00' I fv�1 E[.= 35,46 (� I I MATCH EXISTING / 16+51.0 f�T 7 0:7 l 4 �� . I n.(w 9 $' 3 . 5 z J /I )_ ! I „ ; � ', 35' COMMERCIAL CO - 17+94.0 2T r LLE i t 1 L=15.7 1' j' I It 12 Iv�- ' ► L7 cv i I' ; I 28' COMMERCIAL �� " 18+39.5 R T - u OVA( /L �f/ � ! IEr'It 20 RESIDENTIAL r7� N ( Z9 5 I Z o STA. 17754, 16 PARK AVE. N= I ! 19+24.0 RT 40' COMMERCIAL �� 19 I N . I �, , 3 STA. 102+00.00 N, 2ND ST. 8 - r 00 EL. 36.•;0 l I 7 L I r I 2 REMOVE EX'ST1NG CURB, GUTTER, SIDEWALK, AND DRIVE-WAY. 1 ,,C g V Z �, 5 � ,�-;.:� I ( 2 4 3 i r "sl STA 17+�9 zv,75 LT 3 CONSTRUCT WHEEL CHAIR CURB RAMPS PER I Z i-l.W1Fr r.. I L PLNTFi N , 1 l r I C3"` i c, i r I I 7 TYPE I { 9 -'NTON STANDARD PLAN F005. � CITY OF �� in �� NMEL= 3$. �� I rr I- _ I I" I v' �� : E0Z,5)= I 2 6 9 E STI.TION > W 1 ri .} _. I ,k y S= I(o.� I I i . 1•�''' 1 'J I I ! I - TYPE ? - F- -- +75.0 (LT&RT) r N w _ I n I I ( I I I �t. i I W 4 f I - l 1 1' �� F, a `L (L 102+25.0 (LT&RT) 6' 4S'IP1GS r. •� X. �� ►� 9 I F•-- 6' WINGS 19 W N - r - , �' \ 4 �� / Lu W 4 MATCH NE SIDEWALK r+ Z w ro• S :,� � TO EXISTING BUILDING ENTRY. 10 o N x �� ' ' N 5 SAWCUT EXISTING CURB, GUTTER, AND SIDEWALK. - N cvc O c� T� Z , E. 3471 \� �h. M xlsrtNCa 6 APPROXIMA !E CUT/FILL LIMITS. t7 W .5 �o• I V) 1 #2 + 16 3 ' SE(N,S)c 30,38 ,,�x `ox x �• X`� E 27 91 (12" v�)',�rp0 7 REMOVE A�!_i REINSTALL N Lc) T-c (r.) _ �.1 �x I 2 >� 28.I �IIL" F)XI O LL EXISTING FENCE (AS NECESSARY). A _ 17 5 5�o'IE (I2"�) 45Ai8 N Lo 8 ADJUST EX,STING MONU.,.ENT CASE AND COVER TO GRADE. Q � V N 0.57'13" E , --- - ------- ---- - - 4 .TECH N - �g./3 �A R K AVE. N � _ _ `_ 19 �c - 9 MATCH E`._: i ING PRIVATE i c WALK. - N 4? ri Snr�+s3,.39 � �,I� ��'O ° a e N 0.5 17 , E o W �'S�,' • - o, 0 LiJ x 2 /i i =3a LAJ ge W ► "� S 23 WATER ► OTES: Y L Z CONSTRUCT NEi. WATER SERVICE 1I4.ITH TYPE II COPP:,R PIPE PER CITY OF RENT M "' ON STANDARD N U F `� 3 173: ' �; ; �;, iI \ t. J PLAN B 106, B 107. AND 8109 AFTER NEW WATERMAIN IS TIED IN. RELOCATE EXISTING METER. a •Q 6 9 e T ' I- _._.!.L''.V � `. �/ I INSTALL N �/ METER BOX, o o _ �,r 1 - 9 1 ( m I �� SE SERVICE SIZE ' ' PE t D� V E STATION E OFFSET E L;. TYPE id 2 ^�, ,y I ddAn� I i ,,I 15y62.G 2: 51T COPPER PAyZ� PACT Iw I h'\ 16 16.0 � ",� COPPR 5 , � 28.�,'LT E ,� i I, ( S�A 16 t-SZ Zo._7s' 5 �, o W 3 ► r 16+ 16.C 2.5.I"RT �', ;,OPPER � 1 Tb P 41,6z S Po7 �)s, �: � � � 1'• �� i� � � 3 � -��, _ WN � I I I ^nt ` . 16*32.G 28.5'RT GF� 7'yPEZ -4g" M � � �• . 4 O I I 16+88.0 2F;,5'LT 2"� TOPPERU 4'1 I + r i' _ . . 1Z►r►� EI, - it 35,gS U� 'S ;.'"� I� W w ` I - I1, I 16+90.0 28.5'RT 1„0 G. _VANIZED TOPPER 1 S ('tz"vv) - Z`C,36 j �r °' - _ ��-a 6� 2� I I8+09.0 28.5'RT 1.,0 s� I - 1 _,_. o 90 OI 12 z z" =3D�4 i �. I ��,`� a ' I F - I8+36.C 28.ti'L T 2„� .OPPER -I oP 4 o s , _ IN Sp; R=10.08 6 I 18+48.0 28.5'RT „ Gr _VANIZED 3 :96 IZ �$ RT I �,�� •\M ELr �S_54. 1 I- _ �, COPPER 1ti° Q� ,`l�tf7.9/ r 18+95.0 xlsrl lveS G6 T " - I , R=10.00' AISL1 4_11A-sa �. ` , T=10. (,'J '� 12"� j= 3�.5'S► H `��e I - } 18+St3.: 2S.5 RT I"o COPPER 7ir92 r 5.96 W - G. : I ._. ( �.t } = ►` . 7 1' E. Z.� _ M�r� xIS,r 7 23.5'rRT I"o PP givi Ft 3 13 �; T iO.00 ._�--- -- L a I 1c)= 32. , 1�` ho r �' I�r+06.� .L .0 ER A 31.98 �� CURB RETI 'RN ELtya - S = ;5.to• .;, �,� I .�._ ;- ~" Iz" Ex,sT► - ►_ .28.03 CEsn�.�� SQL , �,F(e I Ic,."tr,.1 2�:5'LT ,"a ,�PPER Z (�.13 a�A. li.�;:eai22':c i - ' - - r-�^ - J_RN _ L.. . ;v " '� ELE_VA i 10NS 0 ol r 1y+45.C' ?3.`' JI•v TOPPER �Jv vo.05 ,�.;. / IUwltl. jS•tb PS �VI �,T� 19+4' I_� STA._ 102+32.C� I K4M El = �3-/o i F.�.. ., A. .,,<< II4.5'lT� ��2 - r-/` -- _ _...__-_ 36.G7 (MATCH EXISTING 1 191121110 3Z _ .. S5.T8 3 � r, ^ ,, 2° �'' 'T UPPER izi { �'' O V E- S v I i I I 7 , AA Cl1ui,�L wT. ,rnE_ .LJ I I �� _ ___ t 35. 15- I A. 1 . (15' RTI, INSTALL 16" VALVES T- -' 102+.',..03 (15'RT) 35.98 � �"� ES AND FI , � INGS AS SHOWN (SEE DETAIL E SHEET 6). O a.7. STA. 17- !9 (22'RT) 35.88 CONSTR(►,, , ;4•; LF 16- DIAM. CL. 52 DUCTILE IRON :LATER MAIN TO THE NORTH. 61 W I I I I 4 CON. TR 2+0; IRTI. INSTALL 8" VALVE, AND FITTIh-3S AS SHOWN (SEE DETAIL CONSTRUCT 4o LF OF 8- DIAM. CL. 52 DUCTILE IRON WATER MAIN TO THE WEST. SHEET 6). f AND THRUS" 8L OCK AS SHOWN (SEE DETAIL E SHEET 6). ` I 5 A. 102.__ __ + ,g ( 15' RT), INSTALL fi" VALVE, AND FITTINGS AS SHOWN (SEE DETAIL E SH�ET6). CONSTRUCT to LF OF b" DIAM. WATER MAIN AND FITTINGS TO EXISTING 8" VALVE (SEE DETAIL E Grp TTO ; t E SHEET 6). VERIFY DEPTH OF EXISTING VALVE PRIOR T o I � -I __-- - - � i � rZ STh I Ir..� �� T I .I Tye =-4g I ►ST •', 1 Mr T 0 CONSTRUCTION. rX Yr: I UCTION. I i )?IM EL = 3S.¢6 91 ' Z A EA t 35:G� 6 ADJUST EXISTING WATER VALVE TO GRADE. J > , RAM ��, - rE 0z"s '. LAJ S 0 i ( I-E 0 2"I/)= Z9.¢6 �_ I ,; I L o' ( 7 REMOVE EX TING WATER VALVE BOX. _ - _W _ I' - 213•13 1 +I • L I I I � s I IE. 'E- _LLI UJI1_ E I� w No co I = O STORM DRAINAGE NOTES: I FINISHED GRADE o ' B.V. W/ ter, I T 0 10 W : : : i zSzF )z'' S`7�R� l3 tF n'�S , , 1 c� ! � � cn W N i ! PROPOSED CROWN j = D,5'Z'o Z3 CONC. VAULT Q I a W 1 ADJUST EXISTING CATCH BASIN TO GRADE. ► _....___.. �__.p _ . __-____ ... _ ._ __. I I --- J d W , LL I I I >;,� �w i N 2 ADJUST EXIS'ING MANHOLE TO GRADE. Li 0r Lo j I _ -0.48% _ + ENERA ! 30 i Q _ _ _ - - _ 204'LF 16"OD. I. CLASS 52 PIPE - _ Fx g"FLo Q� G �� NOTES: , ,/�-.. ,..,.=..10[_- ' - - - - __- _ 18 ASS 52 PIPE Ln 18Z �`" r = _ i � WI Q ► EXISTING UTILITY POSES SHALL BE RELOCATED BY OTHERS (SEE SHEET EET 29 FOR LOCATIONS). N "- W I Z I `-Ex, E PR EX• D t /Z/ - � 4- 651 � � �T, 2 ��STORE AI_L DISRUPTED AREAS i - I i I 6FILE Ss.3.24�0 TYNE� N l BACK TO EXISTING CONDITIONS. W L� _ 1 � 'T EX. 4" G /r��c Viz. �j f.;( � 1,2 Z I�$ Z 3 ALL NEW W�IERMAIN AND FITTINGS SHALL BE ENCASED WITH BLACK POLYETHYLENE WRAP.' N i I . . . 1 I__ Il 5TA- ,I? QD, - _..._...- S SHALL BE REPLACED. Z I I I GB ��1 EX. 12 D - -� -___ ! J 4 ALLBEX BA,,4GONED AFTER ESERVICES ARE TRANSFER EXISTING 6" DIAMETER WATER MAIN ®� AS T WA �; s.. - sTp ►�+ro3, zz /2T I -- - __ Eo. 1Yv1,__ Q I o m Q- ~ I - 32 3 Gar � ,� _ , .g ' �. ,�g1�L�J I 5 10: 1 MAXIM,JM SLOPE SHALL BE USED FOR DRIVEWAY ADJUSTMENT ON PRIVATE PROPERTY. I _'__�= t I I ° �IM El, I � w i 1 I Q 6 12: 1 MAXIMUM SLOPE SHALL BE USED FOR LA. N LZ 0 1- ST 0 SIDEWALK DJUST T Iz''tx, �NC�)� Z ,o? � �, ;M�,rr�� I MEN 0 PRIVATE PR .o o _._._..._. PROPERTY 29727 2 A LL Co D_ � W le � 0. ; ? I ��, 2y = i 7 FOR TREE WELL LOCATIONS SEE LANDSCAPE PLANS. 9o,��ssq X X Ni:Y /STE E) 3/S� AL E I I I --- ^� a a a -- - �'/' s "•SCVV I 20 10 0 20 40 MMENDED ' 7/��, � I - - -- - -- - - HOR I Z. FOR APPROVAL EXPIRES 10/16//S- n z I o _._ _ I I 10 i N �- _ L I ER 0 10 20 BY -7/13hl _. -- T.O.C. LEFT 36�T4 J I 44 j I { i I V T. • "=I0' ; - 9 ►� C.L. PROFILE 37.22 i I I 3S• 7 35.67' - -- ar"i M .0 37.;'02 36.82 36.62 ' 35.'49 35.29 0CL V AN p/ cc W 1D `° iD T.O.C. : RIGHT 36.86 I 36.70 36.4E i i 36.42 36.22 36.02 3 ( I ��,riF WASy�� Gy � ' 04 wAsh� �� CITY OF RENTON a I .", j 36.;24 I 5.178 1 35.64 Q~ _ �� ' ' ' o 35.51 35.37 t ,S' z cs PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT z J 35.97 35.73 v c� '`P fo 16+00 17+00 ' �, t' PARK AVENUE R 18+00 UE NORTH � m = © �` B.M. 1650-2-I EL. 36. 14 36 DATUM NORTH RIM OF MONUMENT CASE 19+0 0 OR �f c Epp.° ��+ F II �,o 40 BRONSON WAY NORTH TO NWai loth STREET w Z ` z`, AT INTERSECTION OF PARK AVE. � h� NOTE: F s, �+ �' , y ��szEa +� T.O.C. T,O.C. LEFT & RIGHT � 04 �Y LL c a L7► S+'ONAL f-oo\ /ONAL EMim PLAN AND PRCt-ILE AND 2ND ST, I. THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN ON THESE PLANS XX.XX - REPRESENTS 5" CURB HEIGHT �� 4 w a = XX.XX- .1EPRESENTS 6" CURB HEIGHT ARE BASED ON A COMBINATION OF RECORD DRAWINGS, ASBUILTS, FIELD I, ;, EXPIRES "' ExPI�Es -�94- STA. 15+50 TO STA. 19+50 a RECONNAISSANCE, AND FIELD SURVEYS. THIS IS THE BEST AVAILABLE INFORMATION, 'BUT ACTUAL CONDTIONS MAY BE DIF"ERENT. THE CONTRACTOR WILL ` r '' STo Z n�5 Y'ST _"Mi OE i L L ENCOUNTERS ,n� E �I Y A N C E JE r�l ti r� /j s�c+,Ea DATEr DEC.3.►993 FILE NMAEt VARIATIONS BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN. THESE VARIATIONS s <" . ' � .'` -�• CITY OF RENTON WILL NOT BE THE BASIS FOR A CLAIM FOR EXTRA COMPENSATION. DRAWNi 11 J ± )►(.S.L. `.;i �.► ENGINEERS • SOENr/STS • PLANNERS SUgVEYARS h CHECKED: SCALE& AS SHOWN FE10 BOOK, PAGE, WASHINGTON ARIZONA CALIFORNIA REVISION BY APPR. DATE A V IDA cs{cGT, i(1 I Ct\CADD\DGN\91024-23�PRK23P4.DCN c` GENERAL CONS T RUCTIO4v NOTES: Y 1 cx NWV4, SEC 17, T 23 N, R 5 E. W.M. CL I CONSTRUCT CRIVEWAY PAR CITY Of RENTON STANDARD PLAN F006 (ALTERNATE 2). � N v 1 Za 56 , 2o.7S cT � STA- t3o ZD.�S LT [ STATION WIDTH TY;�,Ecm GBH z S 1 19+85.0 RT 30' COMMERCIAL o 1 C�i'r�)- ��.�+ EL = TE 30-77 33'S"7 I 20+09.0 L 20' RESIDENTIALo I 20+19.5 R1- 20' RESIDENNTIAL a t IE C1z" E)z 30.87 I ZEliz'N� 3°'09 l I , TIAL 20+66.0 R"� 20 RESIDE I r ( I TE�IZ"E� 3a'�9 I I 1 20+71.5 LT 20' RESIDENTIAL a 21+09.5 RT 20' RESIDENTIAL ` ( it i (' I I I �� rFr!il/S� 30• 19 y I 21+61.0 R1 20' RESIDENTIAL I I 22 00.0 R ' 20' RESIDENTIAL j 22+13.0 LT 26' COMMERCIAL 1 I 22+50.0 R.. 20' RESIDENTIAL 22+75.0 L 30' COMMERCIAL C� { ,__ __ 1 3 2 REMOVE EXISTING CURB, GUTTER, SIDEWALK, AND DRIVEWAY. N I i 3 I q =r I I 4 j 1 i - �. ' I „�,.. 1 I N J { ` I 1 q 3 4 4 2 j I i '1< 3 APPROXIMATF CUT/FILL LIMITS. m AJ W � ' F----�p,F 4 I W 4 MATCH EXISTING PRIVATE WALK. z w ' . /�4 « /zf/ 5 st a _ ui AJ 0 WATER NOTES: w v' 3�� l 52 LF: z 5�-0 586 N O N I CONSTRUCT P.E ' WATER SERVICE 1�,'TH TYPE II COPPER PIPE PER CITY OF RENTON STANDARD PLAN 3107. AN I F 2 1 L B 06, D B 09 A TES NEW WATERMAIN IS TIED IN. RELOCATE EXISTING METER. Ln ' 04 INSTALL NEW METER BOX. °_' 0 - - 3 2 _ PARK AVE N 22IF� 23 N ' _ '� N E STATION: It OFFSET SERVICE SIZE EX. TYPE j in' < Q N 3 y 19+68.0 28.5'RT 1"O COPPER -' f- 19+97.0 28.5'LT Y4"O COPPER ^ y 1 �TFwati.-1�0.�� to 20+20.0 28.5'L7 1"0 COPPER m ►1 �cP Wa�2- 3o.0� • � 20+27.5 28.5'LT I"� COPPER (TYPE III METER) ? 3 " W `�'' W 20+49.0 28.5'RT „� COPPER ti i 912 Z �` Z 20+7I.0 28.5'LT „0 COPPER o w I --I t ?• �' , , : -- J 20+88.0 28.5'RT 4„0 COPPER o+ 1 •� �� . ;1 , 1 20.0 28.5'LT 4 COPPER = .c, �1 /, 21+24.0 23.5'RT "0 COPPER m W 1 I ! -F 21+57.0 28.5'L T 4,.95 COPPER ' Q 4 Q 21+79.0 28.5'RT 4"o COPPER z it F't,'tR, 2 I .. z I q I 22+II.0 28.5'L7&RT 4 COPPER o I 14 I 4 - I 4 I ��`, I I 4 2 4 4 22+53.0 28.5'RT 4"0 COPPER 1 lt; ` 23 29.0 28.5'RT 4 0 COPPER �., I it i.E r. 1 3 23+37.0 28.5'RT 4"0 COPPER 2 20+05 (28.5'RT) INSTALL NEW FIRE HYDRANT ASSEM,3LY. . 01 I I 1 I I I I I 3 ADJUST EXISTIN . VALVE TO GRADE. U , z ��lQ�^ %� srn zo+s� , Zz�3o, Z6.191 �.T` , 1 STORM 'D�AINAGE NOTES: tA I �$ �1�"\, �U� 4 y�o v , � -0,go I I ADJUST EXISTI�4 CATCH BASIN TO GRADE. "3 1 a� �'� I - `�' �' i 2 ADJUST EXI TINT, MAri '•�E TO GA 'E. GENEr�` "tiOT�S: I EXISTING UT1L -Y POLES SHALL FE RELOCATED BY GT,iERS (SEE SHEET 29 FOR LOCATIG.'4S). ''• I ► 1 ; 2 RESTORE ALL UiSRuPTLG AREAS c -K TO EXISTING �:-ZITIONS. I I ---- I 3 ALL NEW WA•,ERMAIN AND FITTINGS SHALL BE ENCASED WITH BLACK POLYETHYLENE WR..P. �0r zo .�5� ! 1" I I 4 ALL EXISTING WATER 53XES SHALL BE REPLACED. EXISTING 6" DIAMETER WATER MAIN j TO BE ABANDONED AFTER SERVICES ARE TRANSFERED. I • I �. E o o' �`(�* 34.Z7 I G� y� T 0 5 10: 1 MAXIMUM :LOPE SHALL BE USED FOR DRIVEWAY ADJUSTMENT ON PRIVATE PROPERTY. w L- -C ( ►z"A/) 30 -77 i � P�� E� = 33,S`I o � ' I 0 �� ; 3O, I �E �2"N�r 3D.0`� i N I 6 12: 1 MAXIMUM SLOPE SHALL BE USED FOR SIDEWALK ADJUSTMENT ON PRIVATE PROPERTY. N 6 7 50 I i a 7 FOR TREE WELL LOCATIONS SEE LANDSCAPE PLANS. 1 1 a W I _ N1M LE l I7"5) = 30, 19 N _ qw CNI z i Q'M FINISHED GRADE w I PROPOSED CROWN ► >w W 40 w -- - - - Ld t • + I I I N r { -0.28/. ( -0.36% -0.277. pyp J S I W i z W �� W s { 1 �o z 0- W- W -� W o � E X. E PROFILE I + 'O 29727 a -Q, EX. 6` I I ! N 9�F FoisTELAJa� , . SS�ONAL EN� 20 I _, EXPIRES 10/16/ Z srr� zo +so ,2,o,�s' ��T �� Ty P e z RECOMMENDED - 1 FOR APPROVAL , � cn o m � Z e- f�� ! TYP>` T ► �1N1 ; 33. So Z , CL _ ,� - BY W o z i I0 -� IZ►rn - >1 _E = 30.g� J S, ,fi,►cK wI� �n ,n E 34,37 o ` V i ,r I 20 10 0 20 40 Li LA CL 0- 1 I 2 G' F- � 14 v- 1 �E C� f) � ��r �.• HORIZ. a a a ---- ---- ! 20 IC 0 10 ; I I . = V o AN 1 BO WT.O.C. LEFT 35.29 3�15 34f 90 , �8 7 34.63 34.34 Ii 34.28 t��°t 34.1.3 34.'03 33.87 - � �` F w� ��G V F WAS �° CITY OF R E NTO N I o ti y o H Z 4', 1 I I I �� iy 4 1� � 0 I CL. PROFILE 35.64 35 50 i 35.33 35. 18 35.00 34.8� 34.64 I 34 46 ! 34.33 / v p, c ,� v cr � ^, N ? ' &' T.O.C. RIGHT 35.37 ( 35 15 35.00t >-+ i PLANNING/BUILDING/PUBLIC WOh,.S DEPARTMENT 34.89 34.68 cc uiI 34.53 ty.4o 34.32 I 34, 15 34.00 �� `1�, PARK AVENUE NORTH N Z 2 0+00 2 I +00 22+00 2 3+00 '�F�°j'�� ,�1 `' gF�161O4 a�.� BRONSON WAY NORTH To Noa�+ pan STREET FS� r S N o m N B.M. 1650-2-I EL. 36. 14 T.O.C. LEFT & RIGHT Ea8'0NAL �I �ad'0N�� PLAN AND PROFILE DATUM NORTH RIM OF MONUMENT CASE �t t o ui Z AT INTERSECTION OF PARK AVE. NOTE: XX.XX - REPRESENTS 5" CURB HEIGHT LL a o o :'� AND 2ND ST. XX.xX- REPRESENTS 6" CURB HEIGHT (ExPIRES� --� EXPIRES q ►� STA. 19+50 TO STA. 23+50 o LL m N CO I. THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN ON THESE PLANS - W Y Y ARE BASED ON A COMBINATION OF RECORD DRAWINGS, ASBUILTS, FIELD 7 '� 'i KT".'. c� 'l� �Y; -`<11 I>u' '��IEMr,�iS 'T DESIGNED,°C m r_ rt D1� 711 DATE: DEC.3.1993 FILE KALE: RECONNAISSANCE, AND FIELD SURVEYS. THIS IS THE BEST Avall aBLE INFORMATION, 1q E N T R A N C O BUT ACTUAL CONDTIONS MAY BE DIFFERENT. THE CONTRACTOR WILL ENCOUNTER DRAWN' VARIATIONS BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN. THESE VARIATIONS EN_GINEERS SCIENTISTS PLANNERS SURVEYORS C►ECKED: fCALE� As SHOWNFIELc eoac. PAGE, CITY OF RENTON WILL NOT BE THE BASIS FOR A CLAIM FOR EXTRA COMPENSATION. ° WASNINGTON -ARIZONA CALIFORNIA ay APpR, DATE APPROVEDi sT, 11 pF, 66 M.S.L. ►k No. REvlstoN RAIt+lY�11�f�11Mi1M1� CURB RETURN ELEVATIONS i o I CURB RETURN ELEVATIONS Ct\CADQ\DGN\9102q•23\PRK��S,nGN P.C. STA. 23+81.32 (221T) 33.79 _ I I P.C. STA. 109+62.97 (18 LT) 34.11 a GENERAL CONSTRUCTION NOT CL 1/4 33.83 �' 1 ' a 34.12 NWV4, SEC 17, T 23 NOR 5 E. W.M. ES a 33.99 34.02 a a A 33.88 I CONSTRUCT DRIVEWAY PER CITY OF RENT 34.14 , _ ON STANDARD PLAN F • P.T. STA. 109+63.00 (18'RT) 34.15 I - - '�,�'- P.T. STA. 24+47.35 (22'LT) 33.83 006 (ALTERNATE 2), N A=89'59'48" I _ I A=90.02'2T" [ STATION WIDTH TYPE I I i STA. 109+48 r, 1 R=15.00 26+05.0 RT 40' COMMERCIAL R=15.00� ! I MATCH EXISTING T=15.01' S-rw Z t`i7 , I ! 4 Logs LT 27+27.0 RT 20 RESIDENTIAL T=15.00 2 1 i _ ,1 G$ • 4 TA I + 4 L 23 5 ' a L=23.56 r' 4 ,� � ' ' I 2 REMOVE EXISTING CURB, GUTTER, SIDEWALK, AND DRIVEWAY. M El 2 ��.Z31 1 I I < CL TA I + 4 I►%� 3 I'I + _ IF6Z''s 3�� I I I 3 CONSTRUCT WHEEL CHAIR CURB RAMPS PER CITY OF RENTON STANDARD T1� Z3f$Z �2�•�s, L _ I;!i STA. 24 14.32 PARK AVE. N- 9 - - ( I I , D RD P LAN F005. S STA. 110+00.00 N S . I i C STATION TYPE EL. 34. 15 k l I I 6 j 23+79.0 (LT&RT) 6' WINGS . r 1 I c PIMEr. = 33•I"t � _ 2 ,kIN : 3 '' 0,r° 3 I ' 8 6 �� / 1 8 g I I I 1009+64.5 (l.T&RT) 6; WINGS r�G2„ N),-N.69 5 "'• I I I� 2 6 r� 24+ 35.5 ((LT&RT) 6 WINGS M Z�' S�� ,7`T W .3 " 8 10 50.0 LT&RT) 6' WINGS co ._ T ( - '. i Q IE �/ W N. 5 ` , 4 MATCH EXISTING CURB, GUTTER, AND SIDEWALK AT EXPANSION JOINT. ( �: . .. 2 :' . to _°0 ? L , o _ = 5 EXISTING UTILITIES TO BE ADJUSTED TO GRADE OR RELOCATED BY OTHERS. M i ! .. .. ..� E S d A, N 4�,UJI f 6 APPROXIMATE CUT/FILL LIMITS. N - - Ld ui W 7 RELOCATE EXIS-f!NG MAIL BOXES BEHIND SIDEWALK. O I .5°' « 3 I n� , s O _ �, N 8 MATCH EXISTING PRIVATE WALK. ST►4 Zj+Zg� 2 I P-T .} +i 2 ; M 5 N _ 25 3c 26 9 ADJUST EXISTING MONUMENT CASE AND COVER TO GRADE. c� 'y 8) N _N 0.57 17" .E - I j O , -S.,�f /-1�-5 S= - + _ PARK AVE. N - _ 27 RAM EL �-3,C�bt 6 _ - �•3s I _ - CV 10 REMOVE AND REINSTALL EXISTING FENCE (AS NECESSARY). Q N 7 �, oa 3 I ap i 3 0i 1 ) ;n N 0 55 02" E E (►z"w) zZS.S6(C-xs � Nam, F(jz IV) z 30,00 e ~ I x H ECIi's� = Z7.6G W �. N to _ E(1z F) i 16 " w W WATER NOTES: ca J oo .: r:. •►�• 4 z I CONSTRUCT NEV WATER SERVICE WITH TYPE II COPPER "' f Y OF RENTON STANDARD N J PLAN B 106, B 1 7, AND 6109 AFTER NEW WATERMA N IN S PIPE TIED PIN. CITY EXISTING METER. � ,' ,- INSTALL NEW METER BOX. V STA �3�gz,zo,7s ,e7- Q A�'\I 5 0 £ OFFSET SERVICE SIZE Ex. TYPE C.a C STATION N m TYPE Z- 4 6 4 Q 23+66.0 28.5'LT I"� COPPER 24+58.0 28.5'RT l: 3 I�r�r• �'\ { 6 15 I 6 I 2 8 Y4""� COPPER (IRRIGATION) �iP" �7.3� I 2 1> I I 28.5'LT 2"0 GALVANIZED 7 N ? I f a' I r� I 24+60.0 I 1 GALVANIZED 1� --- __ 25+44.0 28.5'LT 2„� STA. +46.0 28.5'RT / STA_ I IO.46.0 �o� .., TA Z4 fi4� Zo,�S- IL-7 I 26+23.0 28.5'LT Y4"o COPPER I COPPER • I Il ~ 1 �',. ' q L,11* TYPE m I 26+22.0 28.5'6.0 LT 1110, COPPER I ( N ``' A=89'58'31" - ( COPPER R=15.00' 14 4 Ij Q, ! } R=15.00' �+ ✓n Cam ' 33.31 27+38.0 28.5'RT q",a COPPER . 1 � � cv � STA, I10 4� ,, 3�•31 II tY M MATCH �XISITNG T=14.99' r�( . Z 2 STA. 23+69 (29' RT). REMOVE/SALVAGE EXISTING FIRE HYDRANT. INSTALL NEW FIRE T=15.00 STA., II + I�. L=23.56' MATCH EXISTI �. _. I_ M a, L=23.56 - - HYDRANT ASSE!.'4LY AS REQUIRED. CURB RETURN ELEVATIONS iv) CU`='3 RETURN ELEVATIONS 3 STA. 24+29 (IE' RT). INSTALL 16" VALVES AND FITTINGS AS SHOWN ( SEE DETAIL F SHEET 6) P.C. STA. 23+81.32 (22'RT) 33.91 I I I ' P.C. "A. 110+36.98 (18'LT) , 34.2T 4 STA. 24+24 (6 S' RT). CONNECT " 'JEA 16 DIAM. WATER MAIN TO EXISTING 8" VALVE WITH 48 LF i) I OF 8" DIAM. 52 DUCTILE IRO! WATER MAIN. CONSTRUCT NE4 VALVE, AND FITTINGS AS 33.95 ! II �• - -34•`4 SHOWN (SEE DE -A,- F. SHEET c). ADJUST EXISTING c 1/2 34.04 � I - -�- 3q.10 G WATER DE. I/ 33.98 � _ 34.17 � ,: � - I • , -- --- � - � � � 5 STA 24+24 :!� R'�. �0'�S'Ri - ER VA'-, TO GRADE. i - ;: A. 24+47, r. �� C7 LF OF 8" DIAM. CL. 52 ^-CTILE IRON ��:,�� A4 , o•cT, ,21 _ _ _ 30 (22 RT)_^� 33.91 AND FITT.N,_ ' 0 THE WEST AS SHOWN. CONNECT T WATER MAIN, VALVES, i I ►�:'_: -- .. ► c ,A E IRON W EXISTING U" WATER SHOWN W_-.- __ _._��_ __.. .._ -- - • . _. �,.,CTI' ATE MAIN D WITH I - --------- - - - ..R ,•"I �,�� ,�- IS�c ..F SHEET n I 61• I I i - b EXISTING Wt ' • �MAIN TO BE ABANDONED. ' 1 7 REMOVE EXISTi ,,, WATER VALVE BOXES, • ,, _ STP Z L 20.-1 S L i ciTA ZA i Z1 ,`'L) L T I I cg TrP�-� EXIST/NCj STORM DRAINAGE NOTES: Tr (po;r,..c�) Ln 0 ,`n� M I ADJUST EXISTING CATCH BASIN To GRADE. ao u Li-E(I "s) I 50 w j ! 2 ADJUST EXISTING MANHOLE TO GRADE. LLJ - _ �� 7�}t47, toes �T I I r rn Q w cv ,n =N N ti I °' V'►- I W i e4 .�p . z ! a M a�; a M ! `/' GENERAL MOTES: LLJ I , 16" B.V. W/ s 23 FINI HED GRADE Q Q I ! W V) CONC. VAULT ��' ' 33 PRO OSF�D CROWN J ( W Ao _-�F-.1z f� - Fc1� s)t�o,Z3 �' `�' �W , N I EXISTING UTILITY POLES SHALL BE RELOCATED BY OTHERS (SEE SHEET 30 FOR LOCATIONS), 10 + I I 0 2 RESTORE ALL DISRUPTED AREAS BACK TO EXISTING CONDITIONS. + Lo r") - .�7% + y, - z4% I I ti 3 ALL NEW wATEI�MAiN AND FITTINGS SHALL BE ENCASED WITH BLACK POLYETHYLENE N -0.27% _ I ��, r 04 E WRAP, 30 Q 54LF 16"0 �---�----ir' z 4 ALL EXISTING W,,TER BOXES SHALL BE REPLACED. EXISTING 6 1. : CLASS 52 P _ _ 336LF 16 D.I. CLASS 52 PIPE Q TO BE ABANDONED AFTER SERVICES ARE TRANSFERED. DIAMETER WATER MAIN ---N. W F-- 5 10: 1 MAXIMUM SLOPE SHALL BE USED FOR DRIVEWAY ADJUSTMENT ON PRIVATE PROPERTY, 1 w w t/) �P�D J. ST F s Z X EX. E PROFILE Z 6 12: 1 MAXIMUM SLOPE SHALL BE USED FOR SIDEWALK ADJUSTMENT ON PRIVATE PROPERTY. �� M J I �x�-�-- I E X, Y4" G I N -_-�, _ i _�_ J 7 FOR TREE wELI LOCATIONS SEE LANDSCAPE PLANS. z T� Z4,4 Zp.�SRT f , _ N _ --- -- - - I 2 E L = '3 ! U. EW t? i2_Q QZ LF !Z" ?o'er► r :E� _ '3.3 i i � � P�� ' �Q I�p ass/OVAL I I ; � z 10 "RECOMMENDED LD i I i I ORAPPROVAL E ,��1' -•F x f d d , , � i ( I ( 20 Io 0 20 40?E L HORIZ. I„=20 BY i 1, 71 13/�j a a I �1M F-L 33.31 �. �. •9 I ! JuALi A-crz me(a ) tq,31 Inc IL' w/ -zSSL = (IL s j = z�, ' 1 I t o 0 10 20 / Zr-( I- /Y) _ 30.oc S{E ((t'E) - i VERT. = 10 I ,. T.O.C. LEFT 33.87 i JJ.82 I 33.64 ( 33.52 33.�416 33.34 3322 33.13 �` 4 W � 6'! V AN l 9� jjjjjjjjiiil !� G CL. PROFILE 34.33 34 19 i 34.06 33.,93 33.79 , 33�92 33. 75 33,61 33.48 �`v�` arc cf w�y �� CITY OF RENTON If iD T.O.C. RIGHT 34.00 I 33.90 33.68 33.58 33.51 33.4a 33.34 ,� `? `, h S = •�z �+ PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT I 3 3. 18 �'t • - + + - ,� , x PARK AVENUE NORTH ir B.M. 1650-4-1 EL. 34.21 _q QO 25 00 26+�� 27+00 ��0_1 in � �F�sTEP�o t� , ,xo �f�tes°�P�° �4tc BRONSON WAY NORr�( TO NORTH tat, sT l_T z DATUM NORTH RIM OF MONUMENT CASE T.O.C. LEFT & RIGHT I F�a,o"A� ENO f�.+s�o EMo`� l o " i XX.XX - REPRESENTS 5 CURB HEIGHT U'"�'' "�` ( PLAN AND PROFILE W z o AT INTERSECTION OF PARK AVE. NOTE. -. 0 o AND 3RD ST. , XX.XX- REPRESENTS 6" CURB HEIGHT ExPIRES�, m N c I. THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN ON THESE PLANS � - EXPIRES a. t�'9��r STA. 23+50 TO STA. 27+50 ie � z ARE BASED ON A COMBIN,'.TION OF RECORD DRAWINGS, ASBUILTS, FIELD a a i RECONNAISSANCE, AND FIELO SURVEYS. THIS IS THE BEST AVAILABLE INFORMATION, �.,- ; E M T R A N C Q / 5704,,-j T - ,� /3 DESC,4E�: '� DATES DEC. 1993 F i BUT ACTUAL CONDTIONS MAY BE DIFFERENT. THE CONTRACTOR WILL ENCOUNTER ' ILE NAME: VARIATIONS BLTWEEN ACTUAL CONDIT!ONS AND THOSE SHOWN. THESE VARIATIONS " , ENGINEERS SCIENTISTS IoLmm£RS SURVEYORS DRAWN: \ \ CITY OF RENTON WILL NOT BE THE BASIS FOR A CLAIM FOR EXTRA COMPENSATION. 1, t ..• /,�� CHECKED: �.• SCALE: AS SHOWN FELL BOOK: PAaE, • ! . WASHINGTON ARIZOti.. CALIFORNIA APPRovEo: Ia1.S.L. _ �' NO• REVISION BY APPR. DATE SHEET: 12 OF; ! j6 n.n.waa.wac.rn r..a..X. -� - y - _ C• � � �z/�S/94 I - o I �s� , I I ZO' TS Lr I � ' G\CADO\DCN\9102�-23\PRKZ3P6.DGN � �tLq' NW1/4, SEC 17, r 23 N, R 5 E, W.M, CURB RE��1RN ELEVATIONS o, >� � � _ �_LS_ s �'� �= ;,� SNV1/4, SEC 8, T 23 N, R 5 E, W.M. G _ C� _ ?Y�E s� �s� ��{ 2o,ZsL� � ENERAL CONSTRUCTION NOTES: ' - P.c. sTA. 30+42. o c22'LT) 32.24 cd. ,� ,�,, �� .:-: CURB RETURN EL V I J Sid Z7fS3, Zo.7S' � T �E�Z"N�z3Z38� r. � �-89.52'39" I/� 32.15 I IT��'2 �MFn» ,�� F.G) P + E ATIONS CONSTRUCT pRIVEWAY PER CITY OF RENTON STANDARD PLAN F006 (ALTERNAT z �� R=10.00' % i � f�=, 3� 76 . 8 - I C. STA. N7 67.81(22'LT) 31.45 [ STATION WIDTH TYPE G� 7YDE ._ � 2� E 2). �M EG 3 rE(it""s n• 8S C � 31.86 � � � � 31.52 28+26.5 RT [ STATION WIDTH TYPE Z'�Z � v T=9.98' � > � � 5��'¢s� 25' RESIDENTIAL 28+66 0 RT z rE(iz E) = Z9.46 31.5T 2g,,y � I � 20" RESIDENTIAL IE(/Z �V �$ �L G� EDA � � '" 31.57 � -� , t-�►� r >~,w c�'.�w � 31.85 28 63.5 LT 20 RESIDENTIAL 29+24.0 LT 40� • 7�/P� p L=15.69' P.T. STA. t17+68,22 (22 RT) COMMERCIAL SEA iG vV = t„g 76� n� U � ` ^' 'b 'v�-i c.g I '� '- 32.27 2 REMOVE EXISTING CURB, GUTTER SI W � 1�EC/z ''L��"'� 2$.�Z � �rM FL = 3Z•0 ` - _ � w P.T. ST 31+06.05 t 2'LT) 32.34 DE ALK, AND DRIVEWAY. J �'E'(iz�iv) = 2"1.o`t � STA. 29+04 STA, 30+73Y99 PARK AVE. N= I TE(/z"E) Z Z7. 1� ? T� 14 STA. I I8 0.00 N 4TH ST. �OL•F ��/s�� f�w� � -_ STA. II7+52 h� 3 CONSTRUCT WHEEL CHAIR CURB RAMPS PER CITY OF RENTON STANDARD PLAN F I W I ir, MATCH_ EXISTING � [ STATION 005. � - � STA. 74+50 EL. 32: 3 � locwrF �rFl� b�,+,y� G,`,,y�T- _ � TYPE it � � � � �.r�' zE _ o.r ,_Ls�s' � �n 0=90'04'S4"�, [ STATION E STATION TYPE � � � �,J I j � I 'i \� .� � � i' � � - I I' 107+66.5 (LT&RT) 6, WINGS 31+03.5 (RT) 118+42.5 (RT) �� R=10.00' S' WINGS TYPE ' �.� :1,a. � I � . j tr' ` •' � /� _ a `; � � II I - a„ I q T=10.01' � 6 WINGS 31+OT.5 (LT) 6' WINGS 6' WINDS o CV � > 15 r 7 ) 12 l _ .� I • � � 16 ! I I � � � � � L=15.72' � 4 MATCH EXISTING CURB, GUTTER, AND SIDEWALK AT EXPANSION JOINT, �, _ I 7 I 2 r I _ _ _� - __ _J,, � ,. .� E,:Kr CB G.E 3r J3 � � � 5 M47CH EXISTING CURB AND SIDEWALK AT XP �. - � I 7 �� t� �' I 16 13 12 ► E. 30.63 (6" � ; � � E ANSION JOINT. > � I - r 1 - � , W W o EtiOVE APP 0 2 OF EX CONC TA ,,, � W � • _ � - E INING WALL AND MA CH GRADE OF PRO OSED BAC F SIDE .. \ >I � ' 2 : :: : :.� , � :-. F 1 � _ E� 7 94 (NF) 7 MAT K IO WALK. 3 `�' R X R T • N :: Qo � �.`�. -"" �• ' C =:_•"'� � 3 i ( � f CH EXISTING PRIVATE WALK. I ` 4 � � --� �� - - - - E STI GPO R V a W �> _ . , t -_- - � ,. ;__..-=�.:-�.,:.:�_��- ��`" � � �. � 0 BE ADJUSTED TO GRA z ..�t �' -. _ __ - - - - �-� -_�_-• - ..:%,�<---f� -.. ,�.', �,ti � t -, . W DE OR RELOCATED BY OTHER • � •? 'fit- $� rt - _ ._ - - u....,�c-_-.. _ _ �'�. r:� - '� �' _ - ._.-. . ,Y, .. _„ o �. /� r�+.�} .. . � -• . " " ---�-�--��.�.�.: _ ., �� , 6 0 � - N G TELEVISION PEDESTAL TO BE RELOCATED BY OTHERS. G ONITORING W B 0 HERS. �., � gb�4�. ,._. : T >N ��^ � �' $7� 0/7 �. %Z �7�i� j� 2;09 � .-::; '�_ . ;` - ___ _ - -;- ; � ^I � f�� - W 10 EXISTIN M ELL T DON _ 0 BE ABAN ED Y T p , `` + �9 �v 26 6 ;� �� h �' PARK Q VE. N ; � } 33/ .�s Z�R N \�O 5 _ .1'_ , -" � _�-, cw I I EXISTING TELEPHONE MANHOLE TO ti _ � _ _ 3c � � � 11 BE ADJUSTED TO GRADE OR RELOCATED BY OTHERS. W � � � v -3 � _ x o- I 7. - • _ - N - - - - ` � a N `,� - - - _ v1Q __-L__.-- - - 29 � - - _ W" �� c ti� ✓�'�„ I �� 877 cv 0 12 AP':'R0 ILL LIMITS. - - _ _ r - - - ,,,, .-.• a - - _ ... _ - � � _ n, - - _. CUT/F T� 9. �i � - - N t v � x I � - - - - - --- - - - _ _ - - � � Sao �" - _ - �;�', � 3.� - - + [ ST 1. 29+63.8 ( )• -�"-- �� 13 LT CONSTRUCT SINGLE BUS SHELTER FOOTING PER DETAIL ON SHEET q, STA=-:. oo � � r N _ '�_, � r- �, � � � 0 55'02 E _ - _ _ _ � _ _ r� � � TeQw.+7�Tz zg.67t � _ ;max ,�_ aM. � y 4� �'., ' : - T•� Is."w.,�« z.B.�o cry. pu►� _ � T�i'r,.�lirl.-j.8.Ll t _ ( 3 - 3 ;-- -�-,,%, ' - T' � � 3 �_-_r _- _' � -_ �j'-h� '7- - - - - - - 14 AD.,�U T EXISTING M E T CASE ANO COVER TO GRADE. J w i C ',, ,`�.�� f � i•. r�- L •. Z�.q �I �E S�QM ZB'�� .�! - - _. _ .� - .q. � _ -. t' r + f 'nl' �C �/'2 � Q �, 2 � _ _ :� - " ��. _ _ � .� _ E , t~- 15 REMOVE AND REINSTALL EXISTING FENCE (A w J �. -'�'�-�- - _� � _----__._,_ _-" - � ��'� _ : '- T: r - •, � ;� N N S NECESSARY). J : _ - � �� : � ;� .:,,._. -.-�:'. - _ _ _ _ ._. • - -r - - __ _ - .��. - � Q - - 16 REST R - ..;.-�1 '�-�- - - _ - •.; M 0 E CURB BEHIND NEW SIDEWALK '` _ .16 W BUS. SHELTER FOOTING AN _ � �� ,. � ;r / - - - - ...- �-----..._ - - - -� - �_ ' - .Q► - � ; - -- -�o- - _ - - .--_--=-=--..�..,.:�� EE LIGHT PAD. ; �-.. --�- ---- �-:� .- - _ _ - _ -� � � -M -�N� �� -_ _- , - 2 � WADER NOTES: .. -:� . ... •.a:,r- -,.-,- -,•.. ,,, �, _--- -� '-ram� •. - _ -_ - - � I z ! Q 2 I I \Itti ,�',_ •. .� ..;_,�.. �-:.,-. - � - ;;� CONSTRUCT NEw WATER SERVICE WITH TYPE II COPPER PIPE PER CITY OF R N - �l � - .�'°b` __ 1- ' - - � � - - -- � - � STANDAR P E T.ON � D LAN 6106 B 107, � j �1 �, v'R _ _ I � I ., ✓� �� .J: r. - - _ _ - �L':. _ �� --� ro ,.._.---,�- _ _ - -_- V XI AND 6109 AFTER NEW WATERMAIN IS T1E0 IN. R LO AT / !. - - - _ �•-_ ( . �. t E STING METER. IN TA � C E ) -- - ._- T ;r � r: 1 - - _ - ---�c� '� '' - ''a 1 `_` F- S LL NEW METER BOX, T -' 7 -- I -- - _ - � z :' � I < � , T--,. , � - {{ x -,�;7-.�:�- _r____-,-".,' - � [ STATION [ OFFSET SERVI E S Z �, f`' ' � �� cv I � ! ;�'� - - • � - . . _ -;1 I I �c C I E EX. TYPE . , 2 ;! 1 r '.- I °�� 27+83.5 28.5'LT �"f COPPER T1v?r�tCLl2 xIZ x 12 CPEP •' N�� 7 6 � � h� .` \0 r 28+03.0 28.5'RT "f 01Lf V✓ATliL � -� - 7 __ _ _ / � COPPER ..EPARRToR TEE �,a � � 28+23.0 28.5'LT �"• COPPER � �'ti FI i N6 G soS.cM r , o,a ' 3 ^,`l'� ''�`l'� � 28+75.0 28.5'LT �"f COPP R S.. � - .I�- � 1 ' b �.. w �1 iZ � v 28.5'RT f, I E X�51�►-�C� C g, Srrt 2g-!25' � �' 4 1 � � 5 ��-3 34.0 30.5'RT � ¢ COPPER � �_ ; � � � 7 � I �r �„� COPPER I 1, �aE1 3Z- 84 � I � 12 � 1 � 8 29 .,I.S 31.7'RT F � ,. Z 19 f NE)�j � Z j �. !� i ,' SE QZ w) 29. I j I 5 ' ' � � � � I 3 9 10 �„� COPPER a � 29+99.0 28.5'LT I"� COPPER I 30+01.5 28.5'LT �'4"4 COPPER =E �„�� Z z9/y�Ewsti � STw z�tIL, Za.7s' �.T N� � � ' I � �� ! � { 30+33.5 37. I'RT I„f COPPER �� Z7t53, Zo,7 5 � ,�7- � Gt3 � i�E .r I� I _ + GE 31.23 8 31+33.0 40.5'RT I"f COPPER G� � Tye x �M -� = 32.11 CURB RETURN ELE�/�TIONS : � , r.- - _. � 5 -__ - __ . i I E 28.02 _ 2 STA, 30+28 (37.3 RT), REMOVE/SALVAGE EXISTING FIRE HYDRANT. INSTALL NEW FIR;;: i, �,,vI;EL L �Z.s7 �-E :n v✓� L 29��J EDA P.C. STA. 30+42.80 (3►,25'RT) 31.90 �T_�,-) i +63 / i � . � T � I � CURB RETU_��tN ELEVATI�!; a HYDRANT ASSE�A6LY AS REQUIRED. �, - _ _ STA. 118+67 '' c �L��Yti% - Z.�I,o� Sl"� 29+0�t I/� 31.96 0=F .,O�,�v„ - � ' _ Sao . . � � � . � P.C. STA. N8+59.Ou (22'lT) 3�' + y ti � . }' . - - , _ � _ 3 STA. 3J�5� (IS' RT1, INSTALL 16" VALVES ANp FITTINGS AS SH W , �,i 1 I TO ! � 3'.2;; I-.=' .. =�: � ' (''" �=90'W'2G" I�� -:" - _ �.�. SHEET 7) 0 N ( SEE DE AI I - 3�. � L G , _ ! - _.-_. • _ - - , _ . � - �' 1 I � T- i i -'r----- - - °. r•�. J I A. uC+�l.fl� (�C-'t 1) I 32.�3_f = O � '� � O� ,. j " -:; _.a �� _ - - - - � , ,'., ?^+S� r ice• 4T?. f:(l��.Tdi trT _c�� a n. � ^� iu ! � � � ! -- ' L -��. � I - -- _ _ ALVtS, A yD, FITTI"�''� A $ �F �' �•.�'.,. _ 5:: 'CT"�t: inui� ,:a t M � � 31 2.OG s-t'rcT) - �-� NEw I � ' �� S HOriTl TO CONNECT 'ExISTING�8" DIAL!. PIPE AND V ' �'IN' p` �� I -. __ _ ! r L=39.3Cr' P.T; TA, + I �- . - ; 1 6" W�',TER MAIN (SEE D T A� VE TO' ', � I I _ __ _ _- -- � __-_, " E AIL G, SHEET T). ADJUST EXISTIN ;;; I � _ DEFLECT 8 D.I.P. MIN, 8" UNDER EXISTING UTILITIES G VALVE TO I .ADE. �: I ! ,� D -Z/ ►;iw► �•. •'yr�� , -1.,.�� LT � STA► 3DtZ�i ?p,�✓'(-T G.Q to ScyO`�' /-ZS-f I ! C'J' T� s ' � � 5 REMOVE EXISTING WATER VALVE BOXES. I i 5`>� �+2`t 2.0. 7;'G 7- T Y r'F_ � � c,P� ' � 2 ! , -- ----"- GQ '' �'M ��- -; l � 3 f ) ! 6 ADJUST EXIS1-LNG WATER VALVE BOX TO GRADE. -,--- ��F fi�-- - - -� 3Z,o4 I .r�CizNs , Z � b � s-r� �� s3, Lo,7s' ' T � j �M �'c = Z�� • -- .1 xe - �z"N .Z--zTa -- ---- --- -- _� � z'�'��L^'.y t Z�'3� 3 � I � I � ) �-- - �- - rE �N, z8-- f�<<E>'/;,,t/�'j_G,�,.�.-� 4�:r_�T rr. eY r� �� _ Q STOFi► r N c B P F � rE �/%vJ= zl,�s I 2'E C�z"�) � a�. i t I _ - --- _ DRAINAGE NOTES: I i �!M FL, =3Z. SZr I 2Fi!/Z"�� Z�'85" I � I rE(12,''S� t �"7 , ( Z r' ' Z^ Z i ADJUST t:XIST'NG MA(JHOLE TO GRADE. 50 ' � # ~, X J Z r I ~ ! I��. (Ib�'N)I� 2�. SZ ZE�'2�'E) = 2�.4G I + � � � � to �� - � � IOW~' Q 2 ADJUST !=X1 TiN" -- ---�---- _ _ __r �6C�z"E i ---- -1 _ --- -� - - -___ -- __ - - -- - ---- --. I - � � Qw' oN + ?Zp - S � CATCH BASIN TO GRADE. ' Z8. 6Z , � � � - v _. ___ iv 3 REMO E _XISTI G CATCH B SIN PLUG LL CONNECTING PI E I N N V -- -- - -- I i I � i � �� ! � ' _ �.= _ � ---� '- � - - --- - .NNN (~1.1 N • A A P S W � ' � ! � I N � � + oa, �° ' +r � - + � _o I;�, trt--- 4 STA, II7 *70 (21.5' RT). CONSTRUCT NEW CATCH BASIN TYPE I. CONNECT TO EXISTING MANHOLE STA. 30•� i a •�_ �• o v �w MN v�r-� + o;,�v� N (19 L T) 'N,TH 15 LF OF 12" DIAMETER REINFORCED CONCRETE STORM 'RAIN PIPE AT 0 50' 61.5 -N 40 N i I FINI HED GLADE a' j � �-�oO° �-Iri��. � ,�, ' I PRO OSED CROWN' ' -.--�- i --: - _ _ a � � ~ •�''c°Dv '�Q �°O,,N r- r^N d � �� w 5 STA, I17;70.5 (21.5' LT), CONSTRUCT NEW CATCH BASIN TYPE I CONNECT TO NEW CATCH BASIN STA. 3M+ _ _ J � � � -� .---------�'--- ----� --- , - , > , ________ °�ww 9' www °Dawes Q J , Q NNN W c21,5' L1) WITH 56 LF OF 12" DIAh�ETER REINFORCED CONCRETE STORM DRAIN PIPE AT 0.5oX. � � i � ! I I � --- _ _ , - -_. -----r--.-_.__. _ ___� T 6 STA. 30--44 (:f0.75' R" ), CONSTRUCT NEW CATCH BASIN TYPE 1. CONNECT TO NEW MANHOLE STA. 0+61.5 � CV � � � I I � I �=0 0050 � (31' RT) WITH 19 LF OF 12' DIAMETER REINFORCED CONCRETE STORM 30 _ -t);_?7X ' � I � DRAIN PIPE AT O.SOX. Qv z i �' i � � ! � ; 7 STA. 30 61.5 (31' P,T). CONSTRUCT NEW CATCH BASIN TYPE 2 - 48" OVER EXISTING I ; - ----:-F ,-. --- -------- ! -C` ,I/ ! < 2" DIAMETER T ORAf - _ __ �.,..,_. � th DRAIN PIPE Ai;p IN, T�;LL SOLID METAL COVER. (n �--- - -- - ------- -- _ _ _ _ _ S a 0� _ _ _,- ,�, ----- -- -- _- - �__ � V -t- _-__--_ _� � 6 __ _ _ _ _ -- � � a STA 31+30 (33.5' RT), CONSTRUC? NEw CATCH BASIN TYPE I. CONNECT TO NEw CATCH BASIN STAB 31+5t� N +; � I i - - j - - - 307L� 16"�I D.I. CLASS 'S2-PIPE ' '_ _-_ - - - - - �---�A -' --- - --- - "- _ *-- _ -- 121.5' L1) WIT:t 56 LF OF 12" DIAMETER REINFORCED CONCRETE STORM R " � ! __,.,_. ► _� D N D AIN PIPE AT 0.50X. X. ! CLASS 52 PIPE S: o � "0 20 i -� X. I" � !/7 L /Z sraef'� 5_ 2,0 �,, � __ y � 801E r1 16"4 D.I. GENE'�AL NOTE - -'* I ,' EX. [ P OFILE ' � � � 33 �Z•'s�� I I � I EXISTING UTILITY POLES ' - -- --- � �- z.o�� ; V � -r--- -- � � SH LLB ELO AT Y OT S EET 30 FOR ' -- I - - ____ . � LOCAT ONS1R, - R C ED 8 HERS cSEE H J I � - --- _-- - ---- � I I I ~' ; ., �--, - _ _. 2 RESTORE ALL )i�RUPTED AREAS BACK TO EXISTING CONDITIONS. �p J. ST a � ; � Is' B. v. w/ ��' wA m. .s� ~ � i CGNC. BASE I X I V 3 ALL NEM' WATERMAIN ANp FITTINGS SF(ALL BE ENCASED W 0 �� v+ zt_�a � I � ! � i ' o " � Z 10 j � � � � � � 4" Q ITH BLACK POLYETHYLENE WRAP. _ _ 4 ALL Exl'>TING wA7ER BOXES SHALL BE REPLACED. ExISTING 6' DIAMETER w '� � N • � ! I , i I , i I ATER MAIN � M � < o ►- � ' i � TO BE ABANOOr�Ep AFTL_R SERVICES ARE TRANSFERED. � " �J 5 10; I MA::IMUM SLOPE SHALL 8E USED F R '°9 �26727 2 Y Y �c x � ` -- 0 DRIVEWAY ADJUST 9 o w a a �_ � � �£ '�" �-L = 3Z.S7 i _. G g p,E _ �rnn 31 4; '� 20 10 0 ?0 40 MENT ON PRIVATE PROPERTY. °��s oisTER�G��,� �-E (rj =r .. ORIZ. i -20• 6 12: I b1A, IMUbI SLOPE SHALL BE USED FOR SIDEWALK ADJUSTMENT ON PRIVATE PROPERTY. � S�ONAI EN � � _.._-._._ �_�9.�� xE(/Z'' )- z7.� �E�Iz"s = 23.�� (NE �r' 1e r" 7 FOR TREE WEt . � - ----- - SE( 1t`' ) �� 57a�M ERT. "- 10 0 10 20 _L LOCATIONS SEE LANDSCAPE PLANS. � RECOIUIMEIVDE oc IRE$ i0/16/ T.a c. LEFT .3.�rs 33.1 � 3z.84 �..275 - _ � � -I o � FOR APPROVAL 1 . PROFILE 33.48 '�50 - - � N 33 35 33.21 S , v ` � 33�07 � _1 �; � .O.C. RIGHT• 33. 18 331 3?.94 32 73 32.53 3142 � °� uy t N • �* CITY 0� R� �� . .° � � A � - 33 06 32.94 , 32 33 � ��• '�' �e �'�,� ��t+ 32 80 t-,L,7 � 32.4 t 32.20 � � {�_ • �. < r � ! -�- �- I 32 14 ,D}� � 3 � '� ��-,� ._ �,;� � y �' $ � PLANNWG/BIALQINC/Pt�LIC rroRxS DEPARTII�NT ��_ � B.M. 1657-I-I EL. 32.44 28+�� + - � _. .- 1.65 a � �r � �, •" 29 00 Tom � c� 3 �q , � ',r "� � ��' •�+ ^'� r ^� 30+00 �2,� 70�.«.�. .,� � .,�. . P,�-il� AV�NUc I' ' �R�'!-� , . NO`iTH RIM OF MONUMENT CASE 32.?lf � �reio�'` ' 3 I+00 ,! q�c�'c �.�,° +.` �.c� j E��,o .`� eAON,SON wxY Nc�t'tt To NgRI".i tolth ,.,•,A � AT INTERSECTION Of PARK AVE. NOTES � ! °C _ T.O.C. LEFT A RIGHT .' ANp 4TH ST. " 1�12-,� ♦��OK�� '►�� a,o�� M��+ � � ��' I. THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURE, XX.XX- REPRESENTS S CURS HCIGHT � � �� (D �O�LE � ac � �►VN u;; „�:;C PLANS rr � t ARE BASED ON A COMBINATION OF !?£CORD DRAM(INGS, �BUILTS. FIELD XX.XX- REPRESENTS 6" CUB:' IL a. � ...- _._.._._....,�.._._... - - . - ,, r H�1C;�r cxr+.'�s�.., -� es .. �, �'...-�� i- STA" 7� 1,Fn T'� ��`.. �-i-&�, CONNAISSANCE, ANp FIELD SURVEYS. THIS IS THE _.�ST AV." ILABLE II�ORMaiTioN. EDA � # �- �-`-��-�---�� -----•-�._. �.-��..� BUT ACTUAL CONDTIONS M.tY BF Gli FERENT. THE CONTi�..CTOF, 'WILL ENCOUNTER ��s•�-- - E I� T �g � H � 0 � � .,,�, � 'o� -�.,--.,-- _•-,�.�� VARIATIONS BETWEEN ACTUAL CON01 TIONS AND THOSE SHOWN. THESE VARlATlO(�S �� • ,��,� n_�L_� pr►TE, pE��93 i� NAIE� pTT QIF RF1dTON WILL NOT BE THE BASIS FOR A CLAIM FOR EXTRA COAAPENSATION. ��-�� EM�v£ERS SUEKJ'�STS 2 S�ae�( �srEtil C, 0. .,�fita �� " , Pi�w1.:R5 S�E7UftS sill 29+04 TO wASWNGION ARIIONA CALIFORNA t'1EcKED� x�E, �s 5r"o�rt rno .00k: wl�, 3TA 74+SO +:f � RiYtS�OM 811 APPR. DATE �� ----- __ -- ""�"" 4 .wew.wrw SrtEETt ' '� Oi>1 - �_ _ -- - , - _ - �- li C:\CADD\DGN\91024-23\PRK23P2.DGN Z NW1/4, SEC 17, T 23' N, R 5 E, W.M. I GENERAL CONSTRUCTION NOTES: cc 0 IlL -j I N W / a- Ix -' , 2-�.�-` LT I CONSTRUCT DRIVEWAY PER CITY OF RENTON STANDARD PLAN F006 (ALTERNATE ) a, E 2 . %"V?"r E STATION WIDTH TYPE T/�?;%ice.7.'" 7- 7/- i STA 13 f 6 I, Z0. 5 LT l o z T7 T, �'�T • TT I I�?•� /9 12+20.0 RT 35' COMMERCIAL01 12+27.0 LT 25' COMMERCIAL I I i IE (/2"V) 3/.t2 13+13.5 LT 20' RESIDENTIAL �inA EL Z 36•`�� (/ %� r �-E f i�•��) 3Z./j 13+28.0 RT 35' COMMERCIAL LL ) 3 / z.E „ ,�9 13+76.5 LT 25' COMMERCIAL (la ,v Z 2,9G I t I , _ / _11_ L'-- w / i S� 14+1 1.0 LT 25' COMMERCIAL w r_� �1 i ( I TE Ciz E) Z 33.06 yE f'" ` -' 14 9 0 RT 4 COMMERCIAL a I141 ' R /� r �� It f 1 } (, MO EXISTING U GUTTER, ANt? SIDEWALK. V CURB. T I rn L,.' Ir, :.. z - '� 5 � - l_ ( GI �` NAl K c f / XIMA C T/FILL LIMITS. ,C ( _, Gh 0 00 i i 1 i t I" �I; 3 11,.�. I ll �•- �.� 4-1-z i 1 I 3 T� U r r i E' �` I. Gz L 4 REMOVE AND REINSTALL EXISTING FENCE (AS NECESSARY). M w �� I) _ .... O cli ••' i W W / ' I ( - �' ^" ` "` '`' '. K.j 4 2 3 - 5 MATCH NEW SIDEWALK TO EXISTING BUILDING ENTRY. I I 1 LNir� f _.._ - `� II 3 3 1 _ 6 MATCH EXISTING PRIVATE WALK. •, (/) f� 6 W ''1 W ti w z W _ I o o0 . w O Ln _ _ ; 0 TER AO TES:r 3 44 /� LG / 5 sZ o,�s N WA TES: + I 12 , j - _ i `- 3 3 13 N Lo I CONSTRUCT :IEW WATER SERVICE WITH TYPE II COPPER PIPE PER CITY OF RENTON STANDARD _ PARK N PA AVE _ PLAN 6106, 3107, AND B109 AFTER NEW WATERMAIN IS TIED IN. RELOCATE EXISTING METER. - N N 0°57'13" E 3 `L 15 .� - INSTALL NEW METER BOX. N 't `' i j y - - E STATIOI`J E OFFSET SERVICE SIZE EX. TYPE z 16 W o • w : ! 7 w�r, .�= 33.ZS I N 28.5'RT r - ;�_.� it Z 4 COPPER W - h - - rF sn zit,33. ,p 5'R I--� •h N _ ; , . ._ , � - � 16y I 12+00 28. T COPPER W 5 RT 12+ ::.:... ca i . Z -let' wqQ• ,5 12+52.0 28.5 LT M 33 � - W • I � COPPER _ _ . COPPER_ ,. - i -- + •• Q I 7- 2 5 / , / , �.�..�w. ._;._._,_,_;".P , .. �: , ••3c' �8.5 LT I � PP N . 12 95.0 28.51T W 4, \ Y4 o COPPER a 13+51.5 28.5'LT I"�s Q �. I COPPER z 13+$0.0 28.5'RT I"� COPPER o F . . 14+15.0 28.5'LT I"� COPPER 3 ' Q 14+25.0 28.5'RT I"o COPPER I 14+62.0 28.5'LT W i 'U I ,� COPPER 2 3 3 2 15+10.0 28.5 LT 4 COPPER (TYPE III METER) I 15+27.0 28.5'RT " E } t 3 6 COPPER �., I i...... 4 i 2 STA. 15+14' RT). CONNECT NEW 16' DIAM. WATER MAIN TO EXISTING 8 WATER MAIN tYW I �� INTERTIE. INSTALL TEE, PIPE, FITTINGS, AND .13 LF± OF 8" DIAM. C� L. 52 DUCTILE IRON 77 "`` - f WATER PIPE AS SHOWN (SEE DETAIL D SHEET 6). o I STA. 13+Q Zo.7S''RT 3 14+28.0 (28.5'LT) INSTALL NEW FIRE HYDRANT ASSEMBLY. Ty PEA- I �i } �,g R\M !:L = 3��Lm • STORM DRAINAGE NOTES: I 1 i:F-t ` ) 33•80 I IE �� E� ` 33'i3 G � 7�' I ADJUST EXIc-"!N, CATCH BASIN TO GRADE. Q � 1 'E� 3�o3Z 2 ADJUST EX:-TING MANHOLE TO GRADE. z vV) = 3 S,sU. W I ! GENERA'_. NOTES: w ST14 13t�1 Zr�.75 (LT I EXISTING UTILITY POLES SHALL BE RELOCATED BY OTHERS I i i C�3 tl �'�E = I • I SiA Isa-4�+ � 2,0 ,-7�L E SHEET 28 OR LOCAT 0 � . j 910 E� 3G, q� ! Gp �� 2 RESTORE ALL DISRUPTED AREAS BACK TO EXISTING CONDITIONS.E N` ) _..... _ 75-� 74 ff ..... -- 3 ALL NEW WATERMAIN AND FITTINGS SHALL BE ENCASED WITH BLACK POLYETHYLENE WRAP. yv I W ! j ii I o i I I I ,�• �� 4 ALL EXISTIN; WATER BOXES SHALL BE REPLACED. •� ' I ( j o M ECIL �'� 32. / EXISTING 6 DIAMETER WATER MAIN 50 I-- ( Ln o 1 j I O! O TO BE ABAN)ONED AFTER SERVICES ARE TRANSFERED. w I ,; o (�ZN�� 3/,r . ........._�. .._ ._. . _ _ _ ___..... __.._..._._....____.__ .... _ ..�_ ....___ Lo F- 5 10: 1 MAXIMUA SLOPE SHALL BE USED FOR DRIVEWAY ADJUSTMENT ON PRIVATE PROPERTY. La a FINISHED GRADE I N� ; 1 �N - -- -- _ 6 12. I MAXIMU�1 SLOPE SHALL BE USED FOR SIDEWALK ADJUSTMENT ON PRIVATE PROPERTY. ! ~`� Z - ( PROPOSED CROWN I v,o o j W j CID M j `r'� N 7 FOR TREE W-LL LOCATIONS SEE LANDSCAPE PLANS. 4 0 cn I a a a w Wr .-.._._.__.._. _ .._.._.. ___ _ ._.. _ _ _ __.__._ .... _ .. >W •J - uj 0.2 w I + _ _. .. _0 56X _-........ _ .....___... _.__.._.._...... _...._._...�_._ _......_._.. . _ ....- J. i _ f I I -0.34% i 0.40% r Wq y M j W 40(1 F 16"OD. I. CLASS 52 PIPE ! �I � r '9 3 0cc �__...___ _ a ._..... _ ...__.__.._.._ _..__._:._...._._....... �....__._ _....__....... W - - -- - - -- - - - - -- - - _ I /77 ! / - - n,_-, _-- r ; �. Ld II I I - ..� .....__ f �727 Q` > ? z i i I EX._ D E;�. >< PROFILE j j _ N CliEC� ` FOR COb LME 9o,�9FalSTEAI° �`�:' J ( - f TE(iv"�✓')= 33,Q,o I ® STANDAR �SS�ONAI - t_.._. -.- .....__._., ..W ... �_.____ _ T �-5�, - - /95 U I _ ........ __ t i '. z I F- J I R�,wi .=cc mj Z JQ8Q 10 f I � 37� It� T� 1/z-,-C a o I zF c► , So Zr�s� z !-F ( ( j .._ . 2 20 1 40 FOR APPROVAL f 0 10 0 HORIZ. i =20 I i Z , t o __ ......___.____ ___.._._.__. f I j 10 0 10 20 V E R T. =I 0 �1 R t'v> _ iG,'1o1Cn 1�d7 L T.O.C. LEFT I 38.20 3 12 ( L _ .._ _ _... _ _ �..... I _.....----......___ .__._... 37.94 37.79 I 37.60 ��.56 37,45 '� CL. PROFILE I 38.53 _.__�.. ►41 38.29 j 38 16 37.24 36�T� �' • HNC` VAN '�/ 38.04 37.76 7 �� F w�ycGyC ��of ,y�A� CITY OF RENTON 8 M I 37.59 37 42 T.O.C. RIGHT] 38.31 3808 3 .22 �Q .� �Q r y ofW - - - f 38.02 , ' - a. a I 37.95 37.75 ,+3�� 37.51 37.37 I �' oc ,�' Qy c, PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT z37 10 3 .9, 36.86 t �� ,( INC cr 12+00 PARK AVENUE WORTH o a = m3+00 14+00 0 36 ,' �6104 B.M.B.M. 16 S -I 0-I 19 4 I.0 7 15+00 � AFC/ E�� ' o of �O �e BRONSON WAY NORTH TO NOF,l rl 10th STREET DATUM USGS DISK K384-1959 F s1 �+ orsIL o � o z o NE COR CEDAR RIVER BRIDGE NOTE: T.O.C. LEFT & RIGHT as,o"Ai Eto e, ,��,o` XX.XX- REPRESENTS 5" CURB HEIGHT � °IS °""� �p��3 PLAN AND PROFILE W 0- o XX.XX- REPRESENTS 6" CURB HEIGHT EXPR W a = z I. THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN ON THESE PLANS 1 Es a � -� EXPIRES �'�, �� STA. 11 +50 TO STA. 15+50 d a ARE BASED ON A COMBINATION OF RECORD DRAWINGS, ASBUILTS, FIELD RECONNAISSANCE, AND FIELD SURVEYS. THIS IS THE BEST AVAILABLE INFORMATION, { BUT ACTUAL CONDTIONS MAY BE DIFFERENT. THE CONTRACTOR WILL ENCOUNTER / � E N T R A N C p s� Sy5-rC,v� �, -MCN�s �Ss ? /3��¢ DESK�ED: DATE: DEC. 3.M3 FILE NAVE; VARIATIONS BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN. THESE VARIATIONS ORAwN: J.1 CITY OF RENTON WILL NOT BE THE BASIS FOR A CLAIM FOR EXTRA COMPENSATION. ENGINEERS SCIENTISTS PLANNERS SUf�VEYORS SCALE: AS SHOWN Flao ttlooK, CHECKED: PACE: M.S.L. WASHINGTON ARIZONA CALIFORNIA NO. REVISION BY APPR. DATE APPROVED: SHEET: 9 OF: C:\CA3D\DGN\91024-23\PRK23P3.DGN Z CURB RETURN ELEVATIONS I I' `' I !' ' �r _ I ;I I I CURB RETURN ELEVATIONS -- ,• NWV4, SEC 17, T 23 N, R 5 E, W.M. P.:C, sTa, 17+2e.79 (22 LT) 36.06 I, _• I O GENERAL CON, - UCTIOI w NOTE: , cc N V1 I �- �i i O " I + P.C. STA, 101+613.04 (15 LT) 35.98 M �--�/ 36.09 36.02 0=89.58'15" I CONSTRUCT �' - - ®, 36.II ( I V2 UC DRIVEWAY PER CITY OF RENTON S T ANDAr-... ?LAN F006 (ALTERNATE 2). a W 36.14 } , I 36.02 R=10.00' ESTATIONN I WIDTH# TYPE 5TA )�tsz , �T' P.T STa, IOI+6$.13 a5'RT) 36.15 ! N - 36,00 T=9.99' N EX15rlA(67 C.iy TvPEl ______.. .�,,t .,j ! P.T. STA. 17+79.03 (22' LT) 35-97 L=15.70' ! 15+72.0 i�T 35' COMMERCIAL o RIM Ec.. = 3s:�,+ 01 41 • w ( i, SIR• pt�i. �� - ! ! , I 15+77.5 1_T 20' RESIDEh+TIRE o I I (ovT� - 34.9( I ( i, R=IR 00 � '4 ~' i TA. I I+ 8. I_ 16+49.0 '_T 30' COMMERCIAL � W ( I I + T=I; Loc;I-E F rST#r�lCi a 3546 � 1, ! � Iw � � MATCH EXISTING ' Q 00 SroR+r► Pi PE c:'�.�I�•�) l �� , r� �� 16+51.0 FAT 35' COMMERCIAL o t I C G5, TYPE • $" L= 71 IN R.o.w �n/D If(13"N�� N ' ( i 17+94.0 RT 28 COMMERCIAL >�IM E�- 3 , .$3C,rwlrNEx�snN�i ,,Ly ,#� 0 I 18+39.5 RT 20' RESIDENTIAL a vun-�Z� ?k?EC'Awo-fa TE/R 5�Z 'Lq 5 I Z ._ o �I STA. 17- 54. 16 PARK AVE. N= 19+24.0 RT 40' COMMERCIAL 3�� l oc.+'I�jj `T1�e V I ST L ° 3 STA. l o'?+ 8 I y\ CV Q, I 00.00 N. 2ND ST. g IE It" f1= 3 .4 NEw s-roRm � I I EL. 36.�:0 l , V 2 REMOVE EXISTING CURB, GUTTER, SIDEWALK, AND DRIVEWAY. /5 1 5 L 3 I( ' Z cn 17+19 Zoe 1 o w' ` I 21191 Fl NTfi ,# �" �: �.�v, 4it j CB '75 L-T ( 1%� 3 CONSTRUCT WHEEL CHAIR CURB RAMPS PER CITY OF RENTON STANDARD PLAN F005. , 7YPE T 9. .� 15LF !2' 5 (i JIZ►M L_ 35( i 2 '# I F 1. 'ice 6gE STf,TION PE b3Ji V Q z (12 = , I�LJ 1YW r. � '-, M i h-,... '�� is � , , � r 1 I E 5) f , F 1 I (- _ <� �, E' 1; 101+75.0 (LT&RT) N J W _` +� F Or r 1 6' WINGS 02 25 LT&R 6' _ I- • - T) WINGS ll rI, 1 FI I, ( + n uj I W , �p I w 4 MATCH NEW SIDEWALK TO EXISTING BUILDING ENTRY. FIN W Q _ //2 �� iz sro S, x !- 7 � N . ., , • ., S W UT EXISTING CURB, GUTTER, AND SIDEWALK. 5 C S NG C B ER A o w 70 rF L� 6 APPROXIMATE O c� o �� ExlsTtrlC CUT/FILL LIMITS. 6\ t W at 34 7 t ro, rod 3 81 „ �� cwn M 5. �. +° x x X� 'S e 28.1 l2! w�)` ro• 7 REMOVE ANJ REINSTALL EXISTING FENCE (AS NECESSARY), t 16 �`' p `L�'' �rO xCD/ 3 a 28.! �/I�,. E�x'y % O - _ .. _ 8 ADJUST_ ._. _ _ ._ _ .... _. ... _. .._ ._ _. _ _ _ - ( „�0•IE 02" =Z- /31 cw EXISTING MONLi�E CASE AND COVER TO GRADE. 8 3 A NT • -- -- .�- _-. _ ___ _ N - 4 TEUz N - Zs3.13 PARK �-AVE. N 19 � 3c � 9 MATCH EXISTING PRIVAIIE WALK. J N 0°57'13" E I- N - - • Z N - I N r��"r...«. 3z..z. � N) r ��e� a' Ci' 0,0 N 0•57'17" E - • �o' J Z X X� H - S TOIt?/YI N I W - O 3 X W I - 2 �' i WATER NOTES: W - ---I l - -A': h• " �.-- 64 ,.� = 3c �. . LLj co Z I CONSTRUCT HEN WATER - �; . � - :,� � , `, �� E N�'ITH TYPE I I COPF '' PIPE PER CITY OF RENTON '�� _ ,�. � � . - ON STA�..,ARD N .. . ,,� , . . 3 - 3e PLAN B 106 U F N , 9r -!' 6107, AND 8109 SERVICE NEW WATERMAIN IS TIE D IN " > INSTALL RELOCATE EXISTING METER, o►� w ;� �� . � ;r .. LL NEW METER X. M 9 , (3 ,� V E STATION I' OFFSET m (3 ig { SERVICE SIZE TYPE i ! 2 f- ►- �.- I M - 62.G 5'L -•� z 1 �; , I 15+ 1 Q 28 T �._. rt,� 2 m ;,y; I I i �I 4 :UPPER �,, I ,._ r;1 "r I w 16+16.0 28.5'LT ,,,� 'OPPER `� iI- ��,� M 1 r 1 ?; + 5' COPPER I; I 16 16 C. 28. R T 4 i : I 5 in 1 r . t1rF' r:, r,, 16+32.0 28.5'RT 1"o w # ` IT ± 3 I lof In �� 4 ! 1 2 1 I6+88.G 2 5-LT .. TOPPER + ST74 #6h-SL 38 �7' �� z ` I 2 0 G,: _VANIZED '1 , .'� r� I m Imo'- ` 16+90.U 28.5'RT I"to COPPER I r . x�sn.�t, c o --- Z �i 8 7Tt'f 5 oa " I ,vim W 5 _ I 18+09.0 28.5'RT " r j '# i r T:%-'T - �'1�G= 36. j ' = I; ' i A=90.01'12" STA (7t 12�' ITT' ' '`'T 18+36.C• 28.5'LT I..,� OPPER S� /&tSZi 20. , ,ZT I, Z,= ovr s I t Ga�k _ '� P 2 o GAS VANIZED 3/•7a TYPEZ (s*vm, 6 I 18+48.C 28.5'RT -0 GF> TYY'� Z-49 i. G=v "58'S2" cn R=10.C)0 �NM El 3S 5*' �. _[ �, CCOPPER OPPER o 12/MI FG= S �xisr� i F T=10.( fl' � /, S i n I'-T"•7 •' I� 18+95.0 28.5'RT 1„0 3 eSSL ' R=10.00 25 l�. ' Wavg )= 3 - I8+98 2� 5'RT "6 �rrtvc,�T I sb OPPER W ,Z"�- !��'lw� = Zq. 3� i T=10.00' # L=15.71' IZ��t�}- 3Z.� ( ;v 19+06.(, 28.5'LT 4„0 .DPP R '� STA /7t4o 3z' , C Z :f 'Z.8.03 CESTi�+A31s"!,, ( �/ 1C)+36i.1 28.5'LT ��"� COPPER Z-F /2��E} 3,0¢8 !� CURB R} +SRN EL�VA7... _ S L=15.70' �8,� �� 51A 1768,34 R�'T C��r�6 �r�JRN L I I }" 19+45 28.5'R7 I"� 30PPER ' --�- E EVA- .r .L. jTA. 17 s. .88 (?2 'tT) 6.1` I T �� n /QlD11EL? 3r Cat `rYPE-I-` _ 0Ns 19+47.. 28.5 NT COPPER MATCH EXISTIN �E[!2'• �M EL - �1�/B' P.C. STA, !p2+' 'S (i4.5'LT) c I~�W 3fi.G7� R 35.78 j E 2 STA. 17+" . `z /z _ 36.03 G i y)- r3 (!z"� •�$ �'` - - 35.8V 3 aSSEM6�Y v ,aE1.EoVF/SALVAGE EXISTING F' _ HYDRANT. INSTALL NEW FIREIYDRANT o 35.99 /2 35.83 3" ° +� 35.85 3 STA. I7+1• (15' RT). INSTALL 16" VALVES AND F;T T I;IGS AS SHOWN (SEE DETAIL E SHEET 6). P.T. STA, 102+. 2.03 (15'RT) 35.98 M J CONSTP,iJ, , i44 LF 16" DIAM. CL. 52 DUCTILE I r _' RON :JA TER MAIN TO T W I O -j- o.T. STA. I7+T . .9 (22 RT) 35.88 H N++ , E NORTH. 4 STA. 102+09 (RT). INSTALL 8" VALVE, AND FITTINGS AS SHOWN (SEE DETAIL E SHEI_T W ( . . CONSTRUCT 46 LF OF 8 DIA 6)• __ M. CL. 52 DUCTILE IRON WATER MAIN TO THE WEST. CAP j AND THRUS . BLOCK AS SHOWN � SEE DETAIL E SHEET 6). -+.-- - - A + c� - INSTALL ., _ ._.._......... _____.._._.. _______. _.__ __�__.__..____ ...... ___.__._.............._._.._._....___ __ . !b tSZ ZD?S Gr , 7 o,7S� LT ` CONSTRUCT JI6 ILF OF 8" DIAM. WATERAMAIN AND FITTINGS AND S TS Z ;, , _ __._ _______.._ 5T,q_ 17fizz o. LT STR I- o T ST7� l ��, 0 EXOISTINGEB"DVALVE ESEE�DETAIL 1 ! I o { Gp� 75, E z _ .g,� ,� - .-_..-.. . -. 11 �3Z... ... L E SHEET 6). VERIFY DEPTH OF EXISTING VALVE PRIOR TO CONSTRUCTION. rST l C7 �f7NI 1f' TY P�"T� G -_._ 7y�� _ W EL _ ZIM! EL = 3 ,3 6 ADJUST EXISTING WATER VALVE TO GRADE. ! zE iz"�H&5 = 3o.3S MINI !� 3S¢6 \N\ I=4 9# 17E(/V S ) s c�,los TE {It n/) Z9,¢6 (IL '� 27•gl o' I - 7 REMOVE EXISTING WATER VALVE BOX. 1 # _50 W i �' Jl`'Cv1/) o IE(IL��S� Z`►,SG IE (IZ��E _ $•�3 `+ - 3D 48 i I W. ..__._....... _ _._ W _.._ ___._.... ....._..�_ __. /z"CE) 4 zq. I•S" �Q ico ___ _ �C 3 _ .... �E 1 Z - IZ� - z8. _ a O STORM DRAINAGE W . . . : : . : ; _ NOTES: o W I NO N _ STO „ I cn -' . . . . . FINISHED GRADE /3CF R S co - 40 : Z5W 1Z 5 R 23 16" B.V. W� a rn ADJUST EXISTING CATCH BASIN TO GRADE. R P QED; CROWN = D.5--Z ONC. VAULT W P 0 __._.... ........_.__._ _...._..... .....____. . . - >w a 2 ADJUST EXISTING MANHOLE TO GRADE. 1 _ ,� i - L I '+_j*'" ' _ . _ 0.4 0% - - 1 -....._.__ _._. _........__1 .__.. j - -0.487. Lf) 30 1 s 20A'LF I " I - rn GENEWL NOTES: . . Q - - - - - - -- -- ASS 52 PIPE - - - 1-... _.._.__..__ _-_._____.........__.._ �__ -. -�' -- - _ - -� _ -- I8 o ,, _ T �� JII 5'L 16 D.I. CLASS 52 PIPE F 7oG,� Spa. � N-_ W Q EXISTING UTILITY POLES SHALL BE RELOCATED BY OTHERS (SEE SHEET 29 FOR LOCATIONS). J f , W EX. D 1 1711 S ' - --- STa/2it1 ca7A 117+6$, ?4• AT 2 RESTORE A1_L DISRUPTED AREAS BACK TO EXISTING CONDITIONS. R j EX. t' PROFILE Ss3.2s��j, G TrP., 2 N 5 5 F /z Qi 0C 341'. 1$ . w 20 EX. q" G / I Z 3 ALL NEW WATERMAIN AND FITTINGS SHALL BE ENCASED WITH BLACK POLYETHYLENE WRAP. �• �- _..:.._ _........._ __:.........._ _ T►� 17 4D 1 ,�T 5-/6. % -w l/z _ z• o I 4 ALL EXISTING WATER BOXES SHALL BE REPLACED. EXISTING 6" DIAMETER S 5TA ►f.*SL 7+�l�T �B Z 1 , 1 ,y f f T _ _____EX. 12-•_D. ._ _ ___ ..............__ TO BE ABA ZONED AFTER SERVICES ARE TRANSFERED. MAIN o m a 1 12//y/ fG = 3,x;6 .�n� �l� = 3si�g It _ _ '/ 5 10: I MAXIM,�M SLOPE HA a`' '� ; GB -r ype rc +B i 5 A0+�1,Jr� SHALL BE USED FOR DRIVEWAY ADJUSTMENT ON PRIVATE PROPERTY. Q 6 12: 1 MAXIMJM SLOPE SHALL BE USED FOR SIDEWALK p 4PA EL I I I ADJUSTMENT ON , ", a o _._ __ _._._ T�' /•ss• I �li C I�"E,cISTlNG7�y -zg,U� ESi/►+�rrTF�) 1 PRIVATE PROPERTY. 727 LLm � a.� NS W L/ a- Y .. ......... _.._.._.._...........__.._.. r 3.... .....__�__.._._.__ _ ___. 7 FOR THE '. i Z _ ,S _ _ E WELL LOCATIONS IO SEE LANDSCAPE PLANS. � F02isT0e��Q a a a 3� 3 i _.�_..._.__._.__. _ _ ____ _._ ! ... _.._..._ _. NAL�� E I 1E fi�''SE Z 1 - RECOMMENDED �; n 3Z,pD 20 10 0 20 40 > HORIZ. ,I"=20' f FOR APPROVAL E: PIRES`1O!,6/9j- i - _ _._....._._.____. _..._..__.._ I I /l Thl to o to Y � r T.O.C. LEFT i , W .36.T4 i . _..... ,_..._.. - _ VERT. , ,,�.t X44X18 -' I 351.6T CL. PROFILE 37.22 37.'02 I 35.87 _ 36.82 36.62 36.42 I I 35 ! 35.29 `� of w�C� ...:, v A�I/� M : : I E 36.22 36.02 �, �ti o ti, CITY OF REf�TON N T:O.C. RIGHT, 36.86 [ 35.78 35.64 G Y - - - 36.170 w_ W 36.46 i i 36.24 • Q c, / N z 97 i 35.73 35151 I J5.37 '� ,� cs PLANNING/BUILDING/PUBLIC NO�'KS DEPARTMENT 16+00 I7+00 18+00 PARK AVENUE NORTH .OUJ m = m B.M. 1650-2-I EL. 36. 14 19+00 ,� Q 36 �,� �Q,• . I BRONSON WAY T Fo S T ER ��` f I S Z E��`� `�� NORTH TO NOF !1 10fh STREET w o ' DATUM NORTH RIM OF MONUMENT CASE NOTE: T.O.C. LEFT & RIGHT Fa .? ,' AT INTERSECTION OF PARK AVE. a/0 eN� Eaa,oHA� �No XX.XX - REPRESENTS 5" CURB HEIGHT 13 � SKI.; PLAN AND PRC ILE ': m o m AND 2ND ST, I. THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN ON THESE PLANS w cE L XX.XX- REPRESENTS 6" CURB HEIGHT EXPIRES EXPIRES � � � z ARE BASED ON A COMBINATION OF RECORD DRAWINGS, ASBUILTS, FIELD �• !f-L�9�- STA. 15+50 TO STA. 19+50 a d'� RECONNAISSANCE, AND FIELD SURVEYS. THIS IS THE BEST AVAILABLE INFORMATION, BUT ACTUAL CONDTIONS MAY BE DIFFERENT. THE CONTRACTOR WILL ENCOUNTER E N T R A N C O / S�,eIn 5Y5TE tA 7m VE m F 5 � /3 DESIGNED: VARIATIONS BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN. THESE VARIATIONS roA.rr zX%77 DATE: DEC.3,1993 FILE NAME: CITY OF RENTON WILL NOT BE THE BASIS FOR A CLAIM FOR EXTRA COMPENSATION. Z DD ,��- •sr,+ �'' DRAMM: ,,� I ENGINEERS SCIENTISTS PUINNER'S SURVEYORS f. M.S°L° - CHECKED: SCALE: AS SHOWN FIELD 9004 PAM WASHINGTON ARIZONA CALIFORNIA I REVISION BY APPR. DATE APPROVED: SHEET, ifl ru. CC aiwa&ore.r.es. lull Ci\CADD\DGN\91024-23\PRK23P4.DGN + z 0 GENERAL. CONSTRUCTIOX' NOTES: w i NWV/4, SEC 17, T 23 N, R 5 E, W.M. 1 a a J i I I CONSTRUCT DRIVEWAY PER CITY OF RENTON STANDA:`"i PLAN F006 (ALTERNATE 2). N i z0.?S L.T W i cs# nn � I sr�- LZt3o ,ZD•?s� �r I E STATION WIDTH TYPZ o G� -rye s / j 19+85.0 R I' 30 COMMERCIAL a ZIw� 1=L Z 34,Z7 i 33.5-9 20+09.0 L 20' RESIDENTIAL z , =ECIa" E) 30,87 C ZEl/z`;y) = 30.09 20+19.5 RT 20' RESIDENTIAL ESIDENTIAL o ' 20 66.0 R 20' ES DENT I AL w I r/ ( �► I �' I TE�IZ"E� L I 4 20+71.5 LT 20' RESIDENTIAL a LL I I' i I 21+09.5 R7 20' RESIDENTIAL / / I', ! I , ��/Z S� 3°- 1`1 ` 21+61.0 RT 20' RESIDENTIAL w i +" I ( I 1 'I �; I 22+00.0 R'' 20' RESIDENTIAL V , 22+13.0 LT 26' COMMERCIAL 22+50.0 R 20' RESIDENTIAL G. .lf,c: �.�1. 22+75.0 L" 30' COMMERCIAL oz i 0 ;' I I 4 ( +n - I 3 q I I 4 i i I 3 I r,,; j N 2 REMOVE EXISTING CURB, GUTTER, SIDEWALK, AND DRIVEWAY. Ln v+ _ J w I + ',-% �; �jx' 3 APPROXIMATE CUT/FILL LIMITS. i I I ,,, I M w F r _ , 4 a . 4 MATCH EXISTING P °' _ ,� ..,..Y.,,r. .. -_{` W PRIVATE WALK. _ (� + F ' F I ' K -. N w y/ - ! w 1 \ i400 1 z t /I- cn « z• s t w WATER NOTES: o Ld �, �l _ 4 / � � � *ooff� 0 3�!O iY N p cv - I.SZ .L - JZ rj;:p,g6 I CONSTRUCT NEW WATER SERVICE t:' TN TYPE II COPPc,� PIPE PER CITY OF RENTON STAB',-AR w N 2 p r - D + 320 3 3c PLAN 8106, 3107, AND B109 AFTER NEW WATERMAIN IS TIED IN. RELOCATE EXISTING .AFTER. 2I N + INSTALL NEW METER BOX. rn PARK AVE. 22 I - - - N t STATION; t OFFSET SERVICE SIZE EX. TYPE N in J N 0°5 - - Q N _ � � 3 7'17" E - - ,,,, Q 19+68.0 28.5'RT I"o COPPER 4+ F- 19+97.0 28.5'LT 74"0 COPPER N A7- WW. `" cn 20+20.0 28.5'LT I"o COPPER. .. T� wk,� 3a vV - N Z _ tivA • 30,0� •• N 20+27.5 28.5'LT I"ta COPPER (TYPE III METER) �: W 20+49.0 28.5'RT „ �., 1 J \ , 3r w Z 4„�' COPPER N ay. /. K.t 0+7 ., ,.,.: t 2 I.0 28.5 LT COPPER J 20 88.0 28.5 R . o _ T ,� 4 COPPER + I+ / i U i r- { ./ \�. / ..... / ..i.-t:,. 4 � COPPER ..G , .� :.! 21+24.0 28.5'RT 4"0 COPPER f • m COPPER z I ;,._I r t, �K 2 , I 4 21+79.0 28.5'RT 4„� COPPER V 4 I I 22+11.0 28.5'LT&RT ;,,� COPPER 3ti _ _T., _ 2 4 23+ 9 4' COPPER 4 1 I 4 53.0 28.5 RT W I.F.. 72.?; IG~ N9Vl 3 1 1 ; 4 + 28.5'RT 4"� _' __ 2 0 COPPER -/�iT� .. f' ,�... I �.. . _ r - ,)_ 23 37.0 28.5 RT 4"0 COPPER �...; /7' �/ ' f '� i %;'• i ( . ' ' 1 r' - - I { 1 r 2 20+05 (28.5'RT) INSTALL NEW FIRE HYDRANT ASSEAnuL I �! I ; �; :y i I � i /I I I � 1 j � ' � ! 3 ADJUST EXISTING VALVE TO GRADE. o 5TA zo+"Sc ,Zo.75 IZT- O 7 T' I �j /1: STA ZZ.+30, Z . S F_ I ,I w ( �a �y -= a O STORM DRAINAGE NO i~ : ' �l.= 34,37 GBH TY�6I I ?EW"W)I= �I e37 Q�IMfC. = 33$o 1 ADJUST EXISTING CATCH BASIN TO GRADE. i I $F-C L"S�,= I t _�C!Z''�(/J L3v•S o 2 ADJUST EX I T ING MANHOLE TO GR.;DE. z 1 _ i GENERA..... NOTIZZ I . ' • I i I j I I EXISTING UTILITY POLES SHALL BE RELOCATED BY GT,ERS (SEE SHEET w EE 29 FOR LOCATIONS). 2 RESTORE ALI_ DISRUPTED AREAS B,+CK TO EXISTING CONDITIONS. _ _.:...._...._____._..._ ____....... _____. 3 ALL NEW WA ERMAIN AND FITTINGS SHALL BE ENCASED WITH BLACK 1 � F _._...._-.........__............___.__.._......_..._..1_._... ._._: _..____._._ ---._____, `�T►4 Za Zc�,DS� L I i A POLYETHYLENE WRt ?. _._.._ I 0 1 j G3 p� Z2+ � ___. } _.._.._....__ 4 ALL EXISTING WATER BOXES SHALL BE REPLACED. EXISTING 6" DIAMETER WATER MAIN w ( i o �Ll. 34,Z"1 � 'y�� Z i TO BE ABANDONED AFTER SERVICES ARE TRANSFERED. j +' LE C 1z"NJ 3�,77 IZI� EL z 33.5� o j 5 10: I MAXIMUM SLOPE SHALL BE USED FOR DRIVEWAY ADJUSTMENT ON PRIVATE PROPERTY. ._.._._........ �._.....-_......_......__....__......-'-1___ -o ..-. T 3O,8 7 i 50 _ .- ' • �� I � �E �2"N)= �•� �, I 6 12: 1 MAXIMUM SLOPE SHALL BE USED FOR SIDEWALK ADJUSTMENT ON PRIVATE PROPERTY. 1_ 1 Z Iz� ., T Q _.., _. . _ ._ I_ - E be )_.3 30. 19 _ __. ._.._.... .... l _ N� I Z,lE t I a� I 7 FOR TREE WELL LOCATIONS SEE LANDSCAPE PLANS. z - p I ( ; LE (i s) 3©• N ! d I I FINISHED GRADE ern i - W 0 w >w i j PROPOSED CROWN a >w __.�.-...... _ _ ........ _..... _.._....... __. - w _- LtJ N w _0.28% I N _ - w 1 0.36% 41 w i -0.27% w po® i 30 . . . . . . _�� N Fw __ __ ,a z _...__ _____. ._ r 1Z 1757� , Z Tt� .5 : _ : z J �'•y O� EX. 6"' D j ! EX. E PRORILE ! W a I t+ M 29727 Q j ao i 9 2 0 N �,SFC?/STER��! AL___-_ __ ...._... _ _ .__ ._ . ___ _ _ I i a N I s'rr� ZZt�3o, zo.7s I T . .. . ExPIRE o Co w I s7 zo +s� /Z,o,7s' +ZT GCS `>�► _- ! N RECOMMENDED _ s,o/,s/ _ ; FOR APPROVAL z 1 I i� j �PF T I RIM E�=; 33. So i I Ld o 10 -► i i IZ��nn E I = 341!0 I , 1 „ _ - - , _ 1 I TE w - 3o So ► BY _ - 7113 Al .r/ �._... ._...._.... J 1_...__...__._.._._.__._ E- 1 _ a-31;3 _ _ _ _ _ _ ._._. i r __......... .__ Co a a U I S I d a a Q ! I 7� �� , f) c$..,,ufi ,c\SZ,� i 20 1... 10 O 20 I 40 I I , I ; HORIZ. I -20 Q Z i I : i , to o to I 20 . "- _.__..._.__ ........._._-------_...__._.__....._.._.___. I -__._...__-__. VERT.; 0 i w T.O.C. LEFT I 35.29 35.15 34.91p +4 7 _ __ .. _ __..__._.. _ " W CL. PROFILE 3 5.6 4 ; j 1 I I 34.63 34.34 34.28 34.13 34.03 j 33.81 w C4 p VAN opt _ I 3550 35.3�� i ; 35. 18 35.00 34,82 34.64 34.33 1��oF , y/yc y� �!��OF WAsy �� CITY OF F:ENTON 3446 PLANNING/BUILDING/PUBLIC WO '.IS DEPARTMENT a M � � rV Ci p O M T.O.C. RIGHT . . 35.37 ! 35 L5 , ( 34:89 34.68 34.53 + qb 34.32 34 15 I 34.00 h J z It � - - - I 35.00t�'.g1MW o UCY B.M. 1650-2-I 20+00 21 +00 22+00 , �` `?9 36 0 4 ►6104 P: PARK AVENUE NORTH N o m N o E L. 3 6. 14 2 3+0 F�/s�E�`F' �``v, AFC I s Ea�o +��, BRONSON WAY NORTH TO NOl ill 10fh STFiEE7 � ° = m Z o QQTUM NORTH RIM OF MONUMENT CASE T.O.C. LEFT & RIGHT �8a Fa 15 y� PLAN AND PROFILE /ONAI f 8/ONAL EN �� o w z o ;- AT INTERSECTION OF PARK AVE. NOTE: XX.XX - REPRESENTS 5" CURB HEIGHTWzj% 1" � AND 2ND ST. I. THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN ON THESE PLANS XX.XX- REPRESENTS 6" CURB HEIGHT EXPIRES �� EXPIRES �. „ q�� STA. 19+50 TO STA. 23+50 a � m = z % MW a'z ARE BASED ON A COMBINATION OF RECORD DRAWINGS, ASBUILTS, FIELD x RECONNAISSANCE, AND FIELD SURVEYS. THIS IS THE BEST AVAILABLE INFORMATION, E N T R A N �+ 0 STo2 SY v1 I RovEMEvr5 ,'M 7//3/9 OESK�NED: DATE: DEC. 3.1993 FILE NAME: BUT ACTUAL CONDTIONS MAY BE DIFFERENT. THE CONTRACTOR WILL ENCOUNTER �- V pRAwN� VARIATIONS BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN. THESE VARIATIONS CITY OF RENTON WILL NOT BE THE BASIS FOR A CLAIM FOR EXTRA COMPENSATION. ENGINEERS SCIENTISTS PLANNERS • SURVEYORS CHECKED: SCALEr AS SHOWNFFtO eooaI PACfi, { A.S.L. WASHINGTON ARIZONA CALIFORNIAF NO- REVISION BY APPR. DATE APPROVED: SHEET: 11 OFt 66 �t CURB RETURN ELEVATIONS RETURN ELLS AIRC NS ; � - Cr�CADD�DGN\91OZ9-23\PR �?5 tL P.C. STA. 23+81.32 (22 LT) 33.79 I I I�I I P.C. STA. 109+62.9T (18'LT) ' 34.11 N '/, 33.83 I 1 I ' ! 34.12 NW1/4, SEC 17, T 23 N, R 5 E W.M. GENERAL CONSTRUCTION NOTES: C. t I r � / 33.99 ( I I / 34.02 - 34.14 '� �� I CONSTRUCT DRIVEWAY N 33.88 WAY PER CITY OF RENTON STANDARD PLAN F006 (ALTERNATE 2). P.T. STA. 109+63.00 (18'RT) 34.15 I I -- ' _ r P.T. STA, 24+47.35 (22'LTI 33.83J N I _r.._.. _ wt , : 4 .i u �-� C STATION WIDTH TYPE 6=89'59'48" I I ]1! A=90.02'27" R=15.00' ! �► STA, 109�-48 ( R=15.00' 26+05.0 RT 40' COMMERCIAL 7=15.00' I �! h ! MATCH EXISTING �s' 27+27.0 RT 20' RESIDENTIAL ` 2! (. T=15.oI s-,7, z4+`�7r I �T' L=23.56' I �! I 4 TA I + 4 I L=23 G8 -T`iPE Z ! I I ! 2 REMOVE r I , E OVE EXISTING CURB, GUTTER, SIDEWALK, AND DRIVEWAY. 4 a II Z-M EL a I 3 I ZE "S �'z , I i 3 CONSTRUCT WHEEL CHAIR CURB RAMPS PER CITY OF RENTON STANDARD PLAN F005. TA. I 9+ 4 _ (a I I i ` ' t STATION TYPE a I STA. 24+ 14.32 PARK A N- o�- ,._, 1: ; STA. 110+00.00 N S � � I j i � ' 6 I , , I: EL. 34. 15 I ' 1 j 1 I �_ ( ~ i 23+79.0 (LT&RT) 6' WINGS �-IM EL = 33. `i :•`..' � �( 0 � �� .� 1 109+64.5 (LT�RT) ' 2 r„ :KIND 3 { o, I r -' IWINGS /V).28.6'1 - 1 3 I r I 8 6 I 8 6 i 6 -- -- - o m 5 �� . . i $ J i { 6 I -; � �., M 24*5050 (LTF:RT)) WINGS Z 10 5)- - I IE �,'� w ,s,3h ., `cl I :t �' - `"� 8 - 1- 4 MATCH EXISTING CURB, GUTTER, AND SIDEWALK AT EXPANSION:;1 W t 5 I'I • f, i.. - ?„ 0 JOINT. . ..... .. .•..... 3 � + w ,; �.; .r Y :: :::•: ,:>::>: < >::.».:>: .. .. ..... - 5 EXISTING UTILITIES TO B ' .•:41.. �. .. = E ADJUSTED TO GRADE OR RELOCATED BY OTHERS. n o E 5. N J"1 �/ L_ A- - -- '_ LLJ ��- _ 6 APPROXIMATE CUT:FI '. .. .. ... R LL LIMIT • S. � L ... �'I 5_ t,t ., _ , ....... .. � _ W 7 RELOCATE T W L 0 EXISTING cv _ C E EX S '�G MAIL BOXES BEHIND 6 D SIDEWALK. c, 2 �• r O S� Z�+z4/ 21 � �T j -}• �,��. � 2 � v : " - ( -- _ '�' "� ' • . . � • ' - - . . 8 MATCH EXISTING PRIVATE WALK. _ _ M 5 ,� ! 25 v L M �� I - '- -�_ _�` PARK AVE. 9 ADJUST EXISTING MONUMENT CASE AND COVER TO GRADE. c\jA' 26 ;Ie (y �+ca8) N 0°57 17 ' E '' - I O 1.35. + N _ - 27 3 CV 10 REMOVE AND REINSTALL EXISTING FENCE (AS NECESSARY)�\NA 'E� = 33- 6 _ 31 c f rzKs -; s: _ . } Q v 7 I 1 �A 3 Ap0 I 3 �i• N 0°55'02' E - E (IZ. w) z ZSsS6�EjlrST,�7 >°- - - - _. ( ,S�• _ E(IZ' N) z 30.OD emtp) � I x Ln- 6� w �sr3 s- v V) WATER NOTES: LLJ oo.....'..•... 17 ..:..,_,..; ANDARD :-=::-: ;•;;•:.:•r.....: 1�:._. - T _ I CONSTRUCT NEW WATER SERVICE WITH TYPE 11 COPPER P;. , _ J PLAN ... . : ,. :. .• 8 06 107 A �t......... , , 8 AND 8109 AFTER NEW WATERMA o _ .,.., � ,. . .. ., . . • .... - . _ ... _-:. .. _ INEIS PIPE PER CRELOCATEITY OF EEXONTST i ,: •,4 s, f f• -; L - EXISTING METER. r x { r INSTALLN W Mai R'.�: - t. E E X V co i BO z . � - , _ Y,•1 Z '3 L Zo,7S �•' �I� Q I'_STATION t OFFSET SERVICE SIZE EX. TYPE 4 ------ Q 23+66.0 28.5'LT I">a COPPER QiM FC = 33.3► 2 :�� i 3 ) i 24+58.0 28.5'RT �'a"O COPPER (IRRIGATION) 6 2 13 a• x I I 6 I 2 8 24+60.0 28.5'LT 2"� GALVANIZED STAT�(1- +46.0 I _ I i 25+27.0 28.5'LT 2"0 GALVANIZED - STA. 11 +4 0 STA Z4 t-4-7/ Zo,7S- �-T 25+44.0 28.5'RT I o COPPER Q-- i - 26+23.0 28.5'LT Y4"� COPPER . ,. " I I fl " L * TYPE 27+?2.0 28.5'LT I�"� COPPER I !- 5 Iw I 4 I COPPER A=89 59 14 4 'I I'° 11=89 58 31 R=15.00' Q' R=15.00' j?Lr� E�= 33.31 27+38.0 28.5'RT q"� COPPER T=15.00' .� II p M :�- � � � � � �TA� >I10�:� T-l4.99' tz"5) Z 3�• 31 + TA. 110+55 I! � 10, I I MaTCN _xISITNG rE( 2 STA. 23 69 (29' zT). REMOVE/SALVAGE EXISTING FIRE HYDRANT. INSTALL NEW FIRE L=23.56' MATCH EXISTING r, 1- I _ M 'J, L=23.56' ----. -- HYDRANT ASSEI'9i. Y AS REQUIRED. CURB RETURN ELEVATIONS I .-'ll ;� I CUO•3_+RETURN ELEVATIONS 3 STA. 24+29 (I�' PT). INSTALL 16" VALVES AND FITTINGS AS SHOWN ( SEE DETAIL F SHEET 6). P.C. STA. 23+81.32 (22'RT) �33.91 I ! I P.C. ` rA 110+36.98 (18'LT) 34.27 4 STA. 24+24 (6 ItT). CONNECT NEW 16" DIAM. WATER MAIN TO EXISTING 8" VALVE WITH 48 LF /4 33.95 ` I '/4 _ 34.24 OF 8 DIAM. -, -. �2 DUCTILE IRON WATER MAIN. CONSTRUCT NEW VALVE, AND FI TTiNGS AS �._ I 34.17 t' ' i '/z_ 34.10 SHOWN (SEE DE A�_ F. SHEET 6). ADJUST EXISTING WATER VA'VE TO GRADE. /2 34.04 , � , 33 98 5 STA. 24+24 ( I)IA'-` RT)• CONSTRUCT 67 LF OF 8" DIAM. CL. 52 DUCTILE IRON WATER MAIN VALVES, i ' 10 f ,E WEST AS SHOWN. CONNECT TO EXISTING 6" WATER MAIN AS SHOWN WIH ___ AND FITTING P.T. STA, I10+36.99 (i8'RT) 34.21 I j j, ' � - �� , � !D',i. 31�A. 24+47.30 (22 RT) 33.91 26 LF OF 6" CL. 52 DUCTILE !RO'4 WATERMAIN 'ND VAL�'�" (SCE DETAIL F, SHEET 6). - 6 EXISTING WATE'2M; N TO BE ABANDONED. j 7 REMOVE EXISTING ':CATER VALVE BOXES. I STp Z L 20,�S' L STA Z�I f Z� Lp_'Z T - I �8 T PEA Ex�s m, sD P/ O STORM DRA .NAGE NOTES: I SE h " W) = Z534 cE� t r,,,6) ' I t Z8, =E(► " EI zL544 (r-), +yq) Ln O Ln I I ADJUST EXISTING ::ATCH BASIN TO GRADE. ?E(rz,'s5r 77e,7`9 I I ' = 3o.ao ,J ! + + + ' i h- 2 ADJUST EXISTING �AANHOLE TO GRADE. Lij N z7�9T�7, 1.0,75 L-T ' N a' I v>rn �4 � ( GENERAL 'VOTES: 16" B,V. W/ 1 3 FINI HED GRADE Q ! Q aM W • CONC. VAULT '"`� 33' PRO OS�D CROWN •-� a I I ?-I L. •J � 40 >u' > >w r/3 I EXISTING UTILITY POLES SHALL BE RELOCATED BY OTHERS (SEE SHEET 30 FOR_ _-_ -�-- p ---- --- --- - - -- --- --- ' 0 LOCATIONS). O 2 RESTORE ALL DISRUPTED AREAS BACK TO EXISTING CONDITIONS. M i + N _ 7/ - _ ! + i _ 347. N 3 ALL NEW WATERMAIN AND FITTINGS SHALL BE ENCASED WITH 81 ACK POLYETHYLENE WRAP. 54LF 16">a -f 1 I I ' " Z 27/ 4 ALL EXISTING WATER BOXES SHALL BE REPLACED. EXISTING 6" DIAMETER WATER MAIN Q 1 ; CLASS 52 P ' ' 336LF-, ra -f D.I, CLASS 52 PIPE --- - --- - - _ _ _ TO BE ABANDONED AFTER SERVICES ARE TRANSFERED. -. •• _ ~ 5 10: 1 MAXIMUM SLOE SHALL BE USED FOR DRIVEWAY ADJUSTMENT ON PRIVATE PROPERTY. W yy I W N z_ X 1 I EX. t PROFILE i W 6 12: 1 MAXIMUM SLOPE SHALL BE USED FOR SIDEWALK ADJUSTMENT ON PRIVATE PROPERTY. I i ti•, i i Z t EX. Ya" G - 7 OR TREE- ___--- _ - --- ___- - _- -.• : - Z4,4-7' -AT --- -- J WELL Li CATIONS SEE LANDSCAPE PLANS. i F R V NEW F" X. 12' D G� TYKE ~ 2 Lf 2�� i i E,nn EL _ 33.3 ► V I V 10 --_ - �.-- ----- :- RECOMMENDED • c7 'Zt-�$NCs�o0.c) I 20 10 0 20 40 a H0RIZ. II"=20' ® P �//� IE(11" I� L`i,31 I1:( Iz" j)�2S.SY. 2£CIz"�) = Z7, � � i I ' j 0 IO B S'� VERT. I"=10' I I0 -- --t----- ---- - - - - - - - -- -- .T.O.C. LEFT 3JX7 33.82 33.64 33.52 33.415 33.,,-4 I 33.22 33.13 �' . 8 0 C� V A N �J CL. PROFILE 34.33 34 19 34.06 33.93 33.79 33 92 ! 33.75 I �� .!f �,�y�ti Dy •�,°F w'�yi �� CITY OF RENTON f 3 3;6 I i 3 3.48 �Q c• .� �Q % �cr � T.O.C. RIGHT 34.00 33.90 33 68 33.58 I ! 33;51 " 33.44 I I �' �' � •Z PLANNING/BUILDING/PUBLIC WORKS DEPARTUENT ' I I 3 3.3 4 3 3. 18 '�` `7 x PARK AVENUE NOR ?4+00 25+00 NORTH B.M. 1650-4-I EL. 34.21 _ - �°�� r S1 E `� t. of G t SZ E� � _ NORTH M + 2 7+00 9F 2j33 36P�Q �� t ,�� t sI o� �o �� BRONSON WAY NORTH TO NORTH loth STREET DATUM OR H RIM OF MONUMENT CASE ~- NOTE - T.O.C. LEFT & RIGHT �1 !� J�ONAL E Ji Ems° °""� PLAN AND PROFILE Z oa AT INTERSECTION OF PARK AVE. XX.XX- REPRESENTS 5" CURB HEIGHT (i� AND 3RD ST. i m I. THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN ON THESE PLANS XX.XX- REPRESENTS 6" CURB HEIGHT E��► s,Z.21 ExP1aEs a. 24-g�. STA. 23+50 TO STA. 27+50 Y � ARE BASED ON A COMBIN�,TION OF RECORD DRAWINGS, ASBUILTS, FIELD i i RECONNAISSANCE, AND FIELD SURVEYS. THIS IS THE BEST AVAILABLE INFORMATION, E N '�' A N C O oEslc,�EO: BUT ACTUAL CONDTIONS MAY BE DIFFERENT. THE CONTRACTOR WILL ENCOUNTER DATE: DEC. 3, i993 FILE NAlrl� VARIATIONS BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN. THESE VARIATIONS �'� IK i ENGINEERS SCIENTISTS PLANNERS SURVE?'ORS CITY OF RENTON I WILL NOT BE THE BASIS FOR A CLAIM FOR EXTRA COMPENSATION. _ $ �t WASHINGTON ARIZONA CALIFORNIA CHECKED: �►. SCALE: As SHOWN �D eoaWr r..0 � ►�. REv;S10N BY APP . DATE APPROVED: SHEET: 12 D 666 I r -- Lil CURB RETURN ELEVATIONS ! it 1A ,j� j ' I CURB RETURN ELEVATIONS c+\cnDD\DCN\9ioza-�j�PRKz�Ps P.C. STA. 23+ I ( ) I O _,(?GN ' 8.32 22 LT 33,T9 I - 1 r P_C. STA. 109+62.97 (18'LT) 34,1! /A 33.83 i cc a I � a ' /� 34,12 N 3 II NWV4, SEC 17, T 23 N, R 5 E, W.M. O GENERAL CONSTRUCTION NOTES: /z 13.99 ,' !I( �/? 34.02 x CL a 4 34.14 I 33.88 I CONSTRUCT DRIVEWAY PER CITY OF RENTON STANDARD PLAN FOCI { P.T. STA, I0S+63.00 (8'RT) 34,15 �,,�:._ _.,_.._,..._...�:� I -� I.,..,, P.T. STA. 24+47.35 (22'LT) 33.83 ' - ALTERNATE 2), N A=89'59'48" I __. _.. ..._. __ _ i+ -j =90°02'27" t STATION WIDTH TYPE R= 15.00' I I �;� , I STA. 09+4_8 'emu R=15.00' AL Z MATCH EXISTING 26+05.0 RT 40' T=15 00' + ``y , �, T=lS 0I' 5-;-� 24+y7 , zni�S LT 20 RESIDENTIIAL n N I i I 27+27.0 RT L=23.56' I z:. �I q Z + o 4 I ,,. � STA. 10g+54,0 L=23.57 Gg 1Yt'� o a �� 2 REMOVE EXISTING CURB, GUTTER, SIDEWALK, AND DRIVEWAY. I STA. 109+ 4.0 1 ,M N 3 a STA Z3+gZ 20.7s` LTi ,� ZE�Z s) _ 3 CONSTRUCT WHEEL CHAIR CURB RAMPS PER CITY OF RENTON S?AtiDARD PLAN F005. ' I. I STA. 24+ 14.32 PARK AVE. N= ! I d I t STA. 110+00.00 N 3RD ST. 9 6 I 5 I I' �.. E STATION TYPE { ti ! EL. 34. 1 3 I A ! + 6' WINGS .i N�-28.6`I - 2 r„ ;SIN.; � I ro ; y i p I I 23+79.0 (L &RT) 5 �� I :~` ! I 8 g ! 09 64.5 (LT&RT) 6' WINGS c ' ; ' 6 I 8 ! 1 I +35 5 (LT&RT) 6' WINGS E w x..... ; �1 I, 2 s ' 12 w ti: '�1 _....l [. . - 8 I $ 10 2�50.0 ( & T 6' WINGS co 4 MATCH EXISTING CURB, GUTTER, AND SIDEWALK AT EXPANSION JOINT. W A F = EXISTING UTILITIES TO BE ADJUSTED TO GRADEcn ! Zi ... ... OR RELOCATED 13Y OTHERS. w 4 ,� ,�-., s= qs o z3 L r- Iz sro N N; 6 �II'Ds APPROXIMATE CUT/FILL LIMITS. 1 �, N! I �O 2 �• - -- W O 1 I ?f 7 RELOCATE EXISTING MAIL BOXES BEHIND SIDEWALK, 1 Ln , ^�• o I I i to T ST4 Z +Z 21 IZT 3 "� C # 4� r j I _ i 2 r, ` S;= , „ #. iv 8 MATCH EXISTING PRIVATE WALK. 25 �: N Lo PARK AVE N + 9 ADJUST EXISTIr,IG MONUMENT CASE AND COVER TO GRADE. RWA EL �3•c(bt ) N 0°57 17" E ' I O I �,� - _ ; 2� E (lZ"W) ZS,s6 Q O� f _ ' 27 10 REMOVE AND REINSTALL EXISTING FENCE (AS NECESSARY). Z (�1S-nNU F-- 7 3 I Iota 3 ,5°' : I N 0 55'02" E - - F(IZ Iv) z 30.0o mom) N x� 7 - ECIz'S) = Z7.6� W I i N Q zs; z 2'' �, - �! WATER NOTES: JLd 4 , f , ,•, t 1 _ I WATER SERVICE WITH M x n ..:. ...�,:_,. � .., :.:•.-. .. .•�.: .:.: .::.:. � ; � , � R PIPE PF , CITY OF RENTON STA N Z CONSTRUCT S R T UC N ' U ,f PLAN B 106, B 107, AND B 10 AFTER r,� t<• . . . ,:. TYPE I COP STANDARD k .....:..+ '• ' ' ' :: :::+: �,k� I. , ,) . 9 TER NEWYWATERMAlNEIS TIE I; N STw Z_-5+- z Z.o,75 F'- - D �. RELOCATE EXISTING METER. 0 8 , �T' Q 8 �` .6�, cr,' r�; cn 41 �'� - ! '� a = INSTALL NEW METED. BOX. I 2 q s 4 <�_ s,�; r;. L:62 _ _. t STATION t OFFSET SERVICE SIZE m 33.31 '� .r SERVI ZE EX. TYPE �E L 2 /V) Z 3 I 2 I a, x {� g 23+66 28.5'L T I COPPER 7-, ' j I 6 C 2 24+58.0 28.5'RT LJ I 8 24+60.0 28.5'LT 24's6 ZEC (IRRIGATION) COPPER ;, I GAALVANI STA, f I0+46.0 25+27.0 28.5'LT STA. 1 10±46.0 STp Z4 fi4-7 I Zo,7S- IL-r ! j 25+44.0 28.5'RT 110 , I' _ " 26+23.0 LVANIZE COPPER �-89 59 14 I j ! I�...� Iw 4 G3+>_ TYPE z I .. 28.5'LT Y4""� COPPER 4 ( + A=89'58'31" I- 26+26.0 28.5'R? I"0 COPPER 27+ 12.0 28.51 _ '"n I"L 33-3� ! I 27+38,0 28.5'RT 4' COPPER • l I }} R=15 00 I I I� , 'I� ( I R=15.00' �t Z T=15.00' I' �, STA. 110+49 - L-23.56 STA. 110+55 " �' � fp `y MATCH C-XISITNG T= 14,99' rECI,�,rs) �Z 3v.31 �, �,4 COPPER I 2 STA. 23+69 (29' RT). REMOVE/SALVAGE EXISTING FIRE HYDRANT. INSTALL NEW FIRE - MATCH EXISTING , �_� �1 M L=23.56' HYDRANT ASSE''SLY AS REQUIRED. �. CURB RETURN ELEVATION S I �~r�jl I �U� 3 RETURN ELEVATIONS j z " 3 STA. 24+29 ( Ic ' RT). INSTALL 16" VALVES I i L ES AND FITTINGS AS SHOWN ( SEE DETAIL F SHEET 6). P.C. STA. 23+E1. ? (22'RT) 33.91 + P.C. ` �A, 110+35.°8 (18'LT) 34.27 /4 33.95 - -- 4 STA. 24+24 (b., RT), CONNECT NE�i 16" DIAM. WATER MAIN TO EXISTING/_•_ G 8" VALVE WITH 48 LF t ! 1. 34.24 OF 8" DIAM. 52 DUCTILE IRON 1"ATER MAIN. CONSTRUCT NEW VALVE, AND FITTINGS AS /z 34.04 - � ( I ? �� 34.10 SHOWN (SEE DE AIL F SHEET 6). ADJUST EXISTING WA 74 34,i7 �' �, - -_ I !`; TER VALVE TO GRADE. 33.98 CL. 52 DU i P.T. STA. 110+" ^^ (;52•RTt ?q ?! �'•1, 24 �U (C2'Ri ) + RT). DUCTILE 5 STA. 24 24 ( !' CONSTRUCT 67 LF OF 8" DIAM. C + � AN FITTING'- LE IRON WATER MA_ I �� i D ITTING- '0 THE WEST AS SHOWN. CONNECT TO EXISTING 6" WA IN, VALVES, TER MAIN AS SHOWN WITH i 26 LF OF g„ F • . r r+ ,, �T -� !Pnnl wA � kt� rcEr- r,� . i c i _ .. CL'CCT t^il j 6 EXISTING WATT ?MAIN TO BE ABANDONED. I _ I I 7 REMOVE EXISTII•iG WATER VALVE BOXES. 1 _.... _ ._....._.........._....- - .STA._..z Z Zo,7S L1 ST,n ;Zq Z9.,Lo.'. T I I 1 i ' ................... ................._._.. I i GB TYPE- Exis rjni�� SOMIr/ ! �- IZtr►� EL 33,1`) I + i O STORM DRAINAGE NOT � TE(IZ`'N�= Zt��l I'E (t ��.t/) �2536CE�►Sn�r�) I I _ CIS. 3 �ILus s =E I n� e7's7m (,j�VsTiwq) O� p a Zg.79 Z� I s�Ao = 3o.aa 1( NE� + �� M I ADJUST EXISTING AT JO s1 : �7 I � I N j CATCH BASIN TO GRADE. 2 + I-- 2 ADJUST EXISTING MANHOLE TO GRADS. to _ (ITt9 ZAfi�7� A�7s L? a a ; W W ' I via' v a _ . W Q P ri (/) 40 '� ( Isr� B.v. w/ w� �Z 33, 3 FIN1 HED GRADE ! aM aM � M + GENERAL COTES: T PR S C OWN . , tr uj _. O __ .------ LF !z sf° F lt''S)t�p I >w >w a J W CO C VAULLd . � 0 ED R Lo ! l,o j- r "'' N I EXISTING UTILI rY POLES SHALL BE RELOCATED BY OTHERS (SEE SHEET 30 FOR LOCATIONS). 5 + f I _. In re) I i O 2 RESTORE ALL DISRUPTED AREAS BACK TO EXISTING CONDITIONS. N _ - 7% i + /1 r- 3 ALL NEW WATERMAIN AND FITTINGS SHALL BE ENCASED WITH BLACK POLYETHYLENE 30 Q 54LF 16"� - 34/. L I. CLASS 52 P �' ; -0.27% cV E WRAP. N _ _ _ -?� #, - a -• -- _ .._....336LF �16"� D. I. CLASS 52 PIPE f 4 ALLBEEXISTING 'NED EA BOXES SHALL BE REPLACED. EXISTING 6" DIAMETER WATER MAIN `Y -t - Q ER SERVICES ARE TRANSFERED. W 5 10: 1 MAXIMUM SLOPE SHALL BE USED FOR DRIVEWAY ADJUSTMENT ON PRIVATE PROPERTY. �,�D J. Sr 1 Z E x. 2 G i � w (/) 0' - EX. E PROFILE - i __. _ _._. W 6 12: I MAXIMUM SLOPE SHALL BE USED FOR SIDEWALK ADJUSTMENT ON PRIVATE PROPERTY. . . E 6 _____ _ __-----_._ 2O I EX. �4" G I Z __._.._..._ ____ Srq Z4,4-7 7p.75Trr I - " �, 12" D -_. I i I J 7 FOR TREE WELI. LOCATIONS SEE LANDSCAPE PLANS. z U NEW 8 N G3 Q Z LF /Z " ?oa�1 I eIM EL = �3_3,3 i � 5 a Z•qg� ?E ILt`5) = X�. I I U �9 ,9 29727 �Q !0 I 1 1 i I Q ° spa/sTE��°�� i `!V s/oN i ALA S ---.....___....__. ___ . __.... . Y 2-3 �,Zv,l _. __ F�APPR EXPIRE ' DED Cgs �I: CBS r "(SAOp1,C) I I I 20 10 O 20 �V�. S 10/1 Ki Ir j __.....__-_._...._.. 8/ �M EL 33.31 �\VA CL Z 33.9 + HORIZ. 1"=20, 40 R BY TE.(W' 2.9,31 �E( tz�' )=ESL = CZas�z Z�, ' E F-C I ) 30 0o I 10 c��L-t-JET II: IO i 0 T.O.C. LEFT 3187 1 33.L�2 - 3.3:64 33.52 33:416 _.____ _ _�.._..__..... ___ _--. 33.34 33.22 33.13 A . ®0 C`D y A N � CL. PROFILE j 34.33 ± 34 19 34.06 ' 33 93 ! , pF WASy w /� 33.79 33'92 3361 �� iti ti � ' of A_Syi CITY OF RENTON M _ I I i 33.75 I 33.48 v ! cl �`� ti� i • ,� `° IT.O.C. RIGHT 34.00 33.90 336811 33.58 ! 33 51 33.44 - a z c �• 'v �� y r, 1 33.34 33. 18 '� ° P- NNING/BUILDING/PUBLIC WORKS DEPARTMENT 24+00 25+00 1 1 � ;° z BARK AVENUE NORTH ---- 26+00 m B.M. 1550-4-I EL. 34.21 27+00 9F z�3, �o „q 1e10.1 0 ��, Z DA7�UM NC^TH RIM OF MONU'�4ENT CASE OA, CISTEP \�� o� FCISZ.PF �� &RONSON WAY NORTH TO NORTH loth STREET z o AT 11"'TERSECTION OF PARK AVE. N(3�"E: ?.O.C. LEFT & RIGHT „ lyl,,�,,'�Ir �StoNAL EN° Fps/O A d P� AND PROFILE 0 0 AND '?RD ST. X.XX - REPRESENTS 5 CURB HEIGHT 1 •. Y Z � � g I. THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN ON THESE PLANS XX.XX- REPRESENTS 6" CURB HEIGHT ExPIR£S�„ � �' � n + ARE BASED ON A COMBINATION OF RECORD DRAWINGS, ASBUILTS, FIELD (- EXPIRES _q STA, 23+50 TO STA. 27+50 �° � RECONNAISSANCE, AND FIELD SURVEYS. THIS IS THE BEST AVAILABLE INFORMATION, � '�' R A IV (; / s��'/ r DESIGNED: BU : ACTUAL CONDT!ONS MAY BE DIFFERENT. THE CONTRACTOR WILL ENCOUNTER O s �3 DATE: DEC. 3 I9 I VARIATIONS BETWEEN ACTUAL CONDIT 93 FILE NAVE: IOVS AND THOSE SHOWN. THESE VARIATIONS ENGINEERS SCIENTISTS PLANNERS • SUPV DRAWN: CITY OF RENTON WILL NOT BE THE BASIS FORA CLAI_M_FOR EXTRA COMPENSATION. � EYORS k€•S.L• - - WASHINGTON ARIZONA CHECKED: ";" �- SCALE: AS SHOWN FIELD 5"1 :A„, 4 CALIFORNIA NO. REVISION BY APPR. DATE IAPPROVED: BMWs Awalul" ! SHEETi 12 J _ C:\CADD\DGN\91024-23\PRK 33-6.DGN C.o. Z2 ScAj " ,z,/is/94 !� SWV4, SEC 8, T 23 N, R 5 E, W.�,�i. -- GENERAL CONSTRUCTION - - - - - 0 N NOTES: Z 's-►,� -z.StZq Zo. 75 ��T CURB RETURN ELE VATIOl�S ' Co. /lLs- s ------ __-- UCTIO► _- _ NV`J114, SEC 17, T 23 N, R 5 E, W.M. ! _ CURB RETURN ELEVATIONS I CONSTRUCT DRIVEWAY PER CITY OF RENTON STANDARD PLAN F006 (ALTERNATE 2). o -- yp? _'�.. P.C. STA. 30+42.20 (22'LT) 32.24 t� ' ' _ Z, _ " 1/4 - f 2 E¢wje ;-,.? P.C. STA. #7+6T.81(22`LT) 31 45 E STATION WIDTH TYPE € STATION_ WIDTH TYPE o f ,12/M FL = 3 3� _ �- A-89 52 39 -_^ _ 32.15 Ix t �'�1.76 MR 4', STl9- Z7 5, Z 7Sa ' : : _ 31.t15 �1: 2g.St ( � V_ --- -_ 31.52 28+26.5 RT 25' RESIDENTIAL 28+66.0 RT 20' RESIDENTIAL Z'F C/L N G�� YY�E r _ �Z"5 T-9.8� � > _�_ 31.5T t Zg.5r7 - _ 31.85 28+63.5 LT 20' RESIDErTIAL 29+24.0 LT 40' COMMERCIAL 32 �Z , S 2� �'Z, �'''� `�% P.T. STA. 117+68.22 c22'R T) 31.57 �� vV)- 5,7 ��° 4 b 4,`g ? 4 32 27 2 REMOVE EXISTING CURB; GUTTER, SIDEWALK, AND DRIVEWAY. I �'^'� � ZEt'i2"E� = 28.4 G� - E C7A L=15,69° Cve" - - „ TE n/� ' Z8 7-/rP� _ �, P.T. STA.; 31+06.05 (22'LT) 32.34 FL - 32'� I (/7 '` tSTA. 117+5 }( - -- 3 CONSTRUCT WHEEL CHAIR CURB RAY'DS PER CITY OF RE.r�TON STANDARD PLAN F005. o .SEC/z''� 'c .28,(pZ j STA 29 t Q4 ST�A. l 0+7t�9 PARK AVE. N= MATCH EXISTING € STATION TYPE f' STATION TYPE E STATION Z�(�t�N) = Z-� TO 14 ST . 8 0 N 4TH ST. /OL.f' d�f rni �f/ = I M �- - - - - - - r ------- -- Z� I EL. 3? �3 Loc.rrE E�,Et��b 6 .�N9 GwA�frT '� d_� ° TYPE _ STA. 74+50 I- �, - 0 04 54"'� 30+40.5 (LT&R.T) 6 WINGS 31+03.5 (RT) 5 WINGS 118+42.5 (RT) 2-7. V+ ,,� 'l ! zE - p,r ,as-�s Q 117+66.5 (LT&RT) 6' WINGS 31+07.5 c�T) 6" WINGS 6' WINi,S i Q R=10.0J LZ j ( - ? T=10.01, ' 4 4 MATCH EXISTING CURB, GUTTER, AND SIDEWALK AT EXPANSION JOINT. 12 ( i Z V 16 I # ! 5 MATCH EXISTING CURB AND SIDEWALK AT EXPANSION JOINT. 7 ) I ExKr C0 G.E 31,73 !1 i r ! N 15 �.E. 30.63 (6�' 1 , ,t + ! o REMOVE APPROX. 2 OF EX CONC. RETAINING WALL AND MATCH GRADE OF PROPOSED BACK OF SIDEWALK: /, I 16 13 12 , f/ o' 1 7 2 I 7 1 11 3 _ H- • - - 7 MATCH EXISTING PRIVATE WALK. GE I I� i k W / E 7 94 fNf) W - ! :�1 F --- ! l �� TR ' 3 �. e cgs 2 L! EXISTING POWER VAULT TO BE ADJUSTED TO GRADE OR RELOCATED BY OTHERS. - - f 8 ORES. ,^ 17 - 1 - ... .... -. : . . ._. ..... _...__. '. 9 EXISTING _ . ..... . ....... . . , , .... �. .. G TELEVISION PEDESTAL TO RELOCATED ._.. ._. __..... �:. . l s ° BE ELOC D Y OTHERS. E B {. ♦' /� - .. .. wF 1. 1 --- -�. _ , 10 EXISTING MONITORING w T L,! ^� ,J WELL 0 BE ABANDONED BY OTHERS. • 3 5-0. $7�, 5 -• o z f _ � ; II EXISTING TELEPHONE MANHOLE TO BE ADJUSTED TO GRADE OR RELOCATED BY OTHERS. N 6 N^ �, PARK AVE. N II N c� + 0� 3 28 3t 3 x ooq, I IE 27.87 =- 12 APPROXIMATE CUT/FILL LIMITS. �`' �.� - - '�`: - - _ _ _ -Y 'LPL ��+ x `. 13 € STA. 29+63.8 (LT). CONSTRUCT SINGLE BUS SHELTER FOOTING PER DETAIL ON SHEET 4. . - _ -- - - _ 2g _ - - L- - - - - - - - _ - - �_ __ _ h➢ - - - N ? 3 ! v N N 0°55'02" E _ _ ---- # _ _::_ }�- - :- _ _ • 14 ADJUST EXISTING MONUMENTC GRADE. u -- cv v ; _. . =Q©►. 3 S AND COVER TO -Zy eo - - - - 3 - _ - _ - -<-_ - 7'2 E Q ia, _ - - - i 1 - _ • - . _ . - _ REMOVE REINSTALL EXISTING F la,. {'- QQ • i�„W t. � Ph-pl. � - t � �i�' � �'" - � -��- � � _ � 5 E AND REt NG FENCE AS NECESSARY). Ta whR .6� _ �: R .- .'q �E SfsP�t 28'f� o . , ' : - a.e= . -. .. : _ 16 RESTORE R_ _ ,�, ECU 6 BEHIND NEW SIDEWALK, BUS SHELTER FOOTING AN W `!. .�•-.� �; - _ _ .,�-_ STREETLIGHT PAD. N s. t, M W _ - r - a.� ..�.- i+.�..�.-..._- 'ya. r-3-..�: `ae ...... '' - - ,J.: 7 ,E 'L.. �6r s'�.L _ - �--- 4_ - - , � . ........f.._... .. . ... .. _ TES: w - .,':'-:'.•.: ' ., .•. .... 'Yw:' -: 7- -' -: •. ••.' .._ ;; ," � '-:''' :::': '� _ _ _ �r. -;�. . ...,�= Asa -_ - ` �. ' _ WATER ' U= T WE R7VIC E WITH H TYPE Ii COPPER P PER C OF RENT ON: :: STANDARD PLAN BI06, BI0 , AND Bi09 AFTER NEW WAT RMAIN IS TIED IN. RE _0 CA -U r ....- EXISTING METER. INSTALL NEW METER BOX. 2 . _ E SIZE Ex. TYPE z F:�1TR L I I ? i ' r .�•• -r Y �' ? <€ € STATION E OFFSET SERVICE I _. _ 7 - - - 1 "► + ��:�=:�:�:�� 27 83.5 T� -T1 .-.. - z z 28.5 L � • COPPER :. I / _# i ;:?; >::. 28+03.0 28.5 RT fCOPPER 7 - _ 7 _ - � 12 - - , N ', W �N3T'ffi[Ll2`X1Z,"x'I2CP�P Nac -- - ' _ 7 - 7 6 , `� 28+23.0 28.5'LT „0 COPPER 01Lf WATEIL Sr-PARR�'oR TeE "``' !'- 1 ,i,`1-' '+�`� �` - , 28+75.0 28.5'LT4 COPPER ►7 oi< 2 of 3 6 4 x 3 28+77.0 28.5'RT 4"0 COPPER Fi ►N� fi,Y ► 5 29+34.0 30.5'RT "0 COPPER j • 1-0 rz is � % off- ; ` � I 29+51.5 31.7'RT "0 COPPER i 7 4 1 EXt51)NG cpi ey* ze't27 o►_ 7 8 + • i I 12 f �1 f 10 29+99.0 28.5'LT 1"0 COPPER I.• i I 3 9 30+01.5 28.5'LT Y41"O COPPER z t I fG Z" 29• I Nby✓) - �, 1 t I ) {: + 30+33.5 37. I'RT 1"0 COPPER 31+33.0 40.5'RT 1"0 COPPER �� T �) STw za t�L,Zo<7S' �T N a "' , GE 31.23 v 1 TE �,°F) Z Z9.l��Eawst,�) ( ` IE28.09 8 W S7 _Z77 53/ Zo,7 Z7- G�' Y�'E Z CUR R T R - 5` :� 3z +�, :! � j 5 _ 2 STA, 30+28 t37,3' RT). REMOVE/SALVAGE EXISTING FIRE HYDRANT, INSTALL NE►d Fi1'.;� �jw! fit, z g U N E�EV`ATlONS f:- ` r `': 1 -� I CURB RE URN ELEVATIONS HYDRANT ASSEMBLY AS REQUIRED. Tye EDA P.C. STA. 30+42.80 (31.25'RT) 31.90 STA 11 +63 a c t` STA. I18+67 P.C. STA. 118+59.08 (22'LT) Y%52 3 STA. 30+55 (15' RT). INSTALL 16" VALVES AND FITTINGS AS SHOWN ( SEE DETAIL G CO �W „ \ I r, 29 d-` 1 li=t? r 09 10"' - �„ ,� e=90.04'26" 1/4 �a r:4�,- SHEET 7) f.s �� ` z C� 1. '�� / dt.•G�3 i ,: .JV• t 'J ►�. .�� I�e.w ' _ r hh ♦ 3 T-� . _, :;� I 1 - a M___ Yi - - - 1j,4`}, �; �< W)+�rT�' i= IROIL! OFF M"LST�A_ 74 2.55 °' ` I - 0 1� =� ,Q3' .___...___ 'f< _ VALVES, AND FITTINGS AS SHOW. TO CONNt CT} EXISTING 8 DIAL',.- PIPE AND VALVE T - :.; 5 P O P.T. STA. il$+4i.08 (22 RT) 32.63 L=t 5.04'' - _ " 1 ° I II 1 - "� + L=39.30' P.T. TA. 31+Zt.00 E34'FtT)- '• 3 NEFWL 16- WATER MAIN (SEE DETAIL G, SHEET 7). ADJUST EXISTING VALVE TO GRADE. 8" D.I.P. MIN. 8" UNDER EXISTING UTILITIES uj STPt '3o1-7,9 , ?PE to scop 5 REMOVE EXISTING WATER VALVE BOXES. 29-r-/ , Zo.7s L7` , rL�- 6,5 TY?E ; �� EL /_��, C�r1.+x v�/3 6 ADJUST EXISTING WATER VALVE BOX TO GRADE. _ *art 1'��- 1---- - -- - `'Z ° - i ii Z STA Z� S3 �.o,'7S T ,�i E'G = 3Z' - �F`'► �� ,< `'' _ __ _ o STORK� DRAINAGE NOTES: o ; , } S j ='E��t/� s 27, f z z J z ` Z I ADJUST EXISTING MANHOLE TO GRADE. , N C 6 7 P F" TE "/V�z 27/0 I -- a >n X I -----. ____-_ _ - _ 1 2Er`IZ''S} 7 ! '- ►-w ! �- 1��- 2 ADJUST t�XISTING CATCH BASH t TO GRADE. WI (LIM ; :=jZ. 5L 2!il�/t �� Z? S� + o cb ov - o :-' ?Zzo _. Wt ZE(ty2''E� Z 2 .46 a' f o �'` c. ± - I 3 REMOVE -XiSlING CATCH 4-JIh 5 W T� (IL N)�: Z SZ _ E 1, PLUG ALL CONNECTING PIPES. _. . -- --t---- -- -- - -r - _ -- _ -- --- - -- -- '--- _ --- - -- f - - --- _- - -..- -- - - -- - ` I N 1 N �In Ln V / oZS�(�Z f I a� 1 =o tat 4 STA, I Ir 7T (21.5' RT). UPdSIRUCT NEW CATCH BASIN TYPE I. CONNECT TO EXISTING i��ANI?OLE STA, 306 `C N � 1.5 IUJO i v-,.6, + o + +� k �' �- � ►� ► ' (19' LT) i{. , H 15 I._F OF (2" DIAMETER. REINFORCED CONCRETE STORM GRAIN PIPE AT 0.54%. ; I I aM •M00 00�i k 'M� �IrN� •Mi►�r-'r �I 5 STA. 117*70.5 (21.5' LT). CONSTRUCT NEW CATCH BASIN TYPE 1. CONNECT TO NEW CATCH BASIN STA. 3P+50 FINI HED GRADE I ; Q N ' a Ncv (a N cvNN , (21.5' LI) WITH 56 LF OF 12" DIA.1,ETER REANFORCED CONCRETE STORM DRAIN PIPE AT 0.50%. a -. , , - - I PRO OSED CROWNI • 1 >w �w �}'�ww Utc~n�w at1 a www G i 3 I - �-._- ,t w ____.__.� --- o- - 6 STA, 30 c30.75' RT). CONSTRUCT NEW CATCH BASIN TYPE I. CONNECT TO NEW T U - -i EW MANHOLE STA. 30+61.5 f j i 12" L=19' (31' RT) WITH 19 LF OF 12" DIAMETER REINFORCED CONCRETE STORM DRAIN PIPE AT 0.50%. LZ ' +uj 1 S=0 0050 + 7 STA. 30 61.5 (31' RT). CONSTRUCT NEW CATCH BASIN TYPE 2 - 48" OVER EXISTING I IA. -;,_ 2 D = TER ST 0P .., N -0.27X i f DRAIN PIPE AND INSTALL SOLID METAL COVER. . . . . 41% Q ; - -� 2.6 i, Or . z 30 Q _ ? - ! Q 8 STA 31+;0 (33.5' RT). CONSTRUCT NAY: CATCH BASIN T CONNECT TO NEa, CATCH B-,S, � STA< 31+50 o ____s _. , -- - __ _..._,_._____..___ s c __._ w L _-�_. - _ , _ _ _ -- _ t21.5' L1 ) WITH 56 LF OF 12" DtAt/ETER REINFORCED CONCRETE STORM DRAIN PIPE AT 0.50%. { ' ' ° GEI. -A�_ NOTES: Lil 307Lr 16"0 D.I. CLASS :52 PIPE ; ` 7 OL W w Z ! 1 i L /Z�� 5ra : 8 F 16. 0j D.I. CLASS 52 PIPE _ EX. 6 Q 'e 5- 2,0 I EXISTING UTILITY POLES SHALL BE RELOCATED BY OTHERS (SEE SKEET 30 FOR LOCATIONS). o J EX. € PROFILE 33 - ti,•`'ems► ` 2Q 1 TORE ALL DISRUPTED AREAS BACK TO EXlSTIP1;, CO' DITIOt1S. ��®`W 2 RES Tisk � A 161, B. V. W/; z + ' U 3 ALL NEB' WATERMAIN AND FITTINGS SHALL BE ENCASED WITH BLACK POLYETHYLENE WRAP. Q ' o 4 1 Cute BASE + X. 4 i I Q 4 ALL EXITING WATER BOXES SHALL BE REPLACED. EXISTING 6' DIAMETER W.4TEfi MAIN ^ TO BE tBANDOtED AFTER SERVICES ARE TRANSFERED. -� n z ._a- U �„ � 1 i i - � 1 / w � a 10 ; : _ UtAz, 19, 1-r - - Q ► ST14 72 LL -_#_ 1 5 10: 1 MA:"!!`OUI � SLOPE SHALL BE USED FOR DRIVEWAY ADJUSTMENT ON PRIVATE PROPERTY. �®�.� Qs��t�� t m ai ST4 Z? 53 Z�0.75' IZT- ZTA Z`� IZ. ?.a.7S T o - �t W ,n z a y D tM 31 40 - 6 12: 1 MA"11rU ( SLOPE SHALL BE USED FOn SIDED. LK ADS 1STi .E,.T Oil PRi rATE PROPERTY. NAL�� 3Z.S7 G ,�'�, -�3 z. l J I-E (�2''Es ) 2�,f I oRlz, I"=20' 1 , „ 3 a TF_6 , 23,91 ONE /Z 7 FOR TREE WELL LOCATIONS SEE LANDSCAPE PLANS, REC�SI(I�AENDE DC IRES10/16/ 2 �� _ �`�. d7 ' �•E L/L'' - Z9./� 11 S ERT.; "=10' 10 U 20 FOR APPROVAL -_. 44 _ T.O.C. LEFT 33.i 33.1 ; , 3E,t3'� 325rJ- E 34 AIy - - - RE 7 r3 c :; �1 �. �, CITY OF1 J CL. PROFILE f 33.4$ 33, 35 ?3.21 33 07 32.94 32 73 32.53 32 33 32.20 �`,?��4 ' �Q�U} l r��' r . o - PLANNI:.C/BUIL DING/PUB'IC NOR S DEPARTMENT T.O.C. RIGHT x - - - 33. 18 -Z7,-I . . 33 06 32.94 32 8t? 1 ,7 _ 32.41 32114 -- rc w o fi i 4 N Z 28+04 - -Y _ T�� L7 3 SQL, } . �- _.. . _ _ _ �' �� ED"Jam. - RTH 6 29+00 30+00 �2,� � ,�w.h- 32 � 3 I� Oo { �F`� �o �, \V�y I�I�r� � � BFiUh 30N WAY Ai iA 1M STET y o r{ TCl % 0 _ B.M. 1657-I- t EL. 32.44 _r. °F ��S:i +`� i FC/SZER +� 04TUA A OF MONUMENT CASE r -- _ - T.O.C. LEFT & RIGHT :rt .� +�o��i , c,R -� v w ..: v ,J AT INTERSECTI0,N1 OF P;:;: ; AVE. ��TLc' XX.Y:r- REP�'ESENTS 5" CURB HEIGHT � "`"' � z a - - ` �► , . PLAN / PROFILE J `� AND 4TH ST. - `�` !. THE EXISTING TGE'OGRAFi!!C A,} i;' PHYSICAL FEK i Ut�� r - F•UP'SENTS 6" Cl ':: N 1 t T fc. ,.ems r _ �• �'',, r� -*-r'" 4 XX.XX �- G' t • _ -.,:.yam...,...:......_ .. . . C - � Y y � ARE BASED ON A COMBINATION OF RECORD DRAWINGS. 3UILI y FIELD EQt� --�- ___._ a Ia RECONNAISSANCE, AND FIELD SURVEYS. THIS IS THE '.T AV. tLABLE INFORMia' - DES�G?iCt�e �� II -~-yxP~ - C. / DATE: DEC. 3. "3 FILE HAW-- BUT ACTUAL CONDTONS M/.Y &_ DIFFERENT. THE CON j �TO� 'ILL ENCOUNTEP - - � VARIATIONSTV' " , „ N. PROJE 'i NO. -_ �7alZM �/ST IV1 C. O. ZBfiL /Z-�L_y4 A 1 DRsartt� BETWEEN ACTUAL CONDITIONS AND TH, SE SHOWN. THESE 4ARIATIO} S 07--01-0 1� Eke,. ' �;�5 SCIEP,T15i S rim SUr';y'�7i�F,$ }'� _L ZS-95 C> _';, -1 SCALEt As 5"?G`"`d Ft�ELD E,,^M PAGE, CITY REA3T0;1 WILL NOT BE THE BASIS FOR A-CLAIM FOR EXTRA COMPENSATION. S k 2 7 +) TO t . WASHINGTON AR1ZU",A CALIFORNIA � APPR 1r� SrW�ETt 13 OFt 66 M.S.L.. 4 50 N0. IEYlSi01! BY APFR. DATE «