Loading...
HomeMy WebLinkAboutR-408010/ cD GAS 110 0 CD OVERHEAD UTILITY POLE 110 OVERHEAD UTILITY POLE 110 M \ M JEFFERSON AVE SITE ENTRANCE \ / I � \ ®I 1 17 I 0 NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. Z71 r (TYP.) 14 I SD CB o� or or o� TYPE 1 PAPPROXIMATE RIM =339'68 9 LOCATSOCMP (E) IE = 336.38 o SUMP = 334.58 MONROE AVE CONSTRUCTION TeE T LINKFENCE AB-0 - - - t Q A A-02 BAH IINKFENCIE ENTRANCE AND EXIT �� -------------_ _ -----_ __----_`---� _ter o ,__�- - ¢ ATP-03 ATP-04 _ _ = _____-_ _�\\\ \ \ I I ► 1 �I:IA.A.A.A.A.A.A.A.A.A.A.A.A�I.IA.A� • N.A.A��.A.A.A.A.A.A.A.A.A.A.A.A.eIA.A.I BffF a , A� ,..A.....A...................A..Ve......� a y , , '/AVAVA�AVAVAVAVAVAVAVAVAVAVAVAVAVajA �► • . a �VAVI!IAVAVAVAVAVAVAVAVAVAVAVAVAVA SVAV/ J► a a►VAVAV�VAVAVAVAVAVAVAVAVAVAVAVAVAVA LVAVA, © /1 � j ' � • � � Al �'.IAVA�►.AVAVAVAVAVAVAVAVAVAVAVAVAVA\AVANT � I / � � a �, AVAV.;IAVAVAVAVAVAVAVAVAVAVAVAVAVAVI�AVAV �� a .IAVA�►VAVAVAVAVAVAVAVAVAVAVAVAVAVAV��.VAV� •• y ©.............................................� SOM ........•..AVAVAVAVAVAVAVAVAVAVAVAV!�.,..eVAVAVAN � A � . A � y � ►.AVAVA.AVA.A.A.A.A.AVA.A.A.AVA.A.A.i:��.A.AVA� ,r / r•• � y �l VA.AVe.A.A.Av..A.e.A.A.A.e.�VTVe.A.A.AVA.w� . �!� V �•.• a y � s�.A.��=VA.A.A.:7A._.AV�.A.e.A.A.A.A.A.A. �� �� p • y y a � VA.A,.�.•.�.A.A.e.A.A.eVe.A.A.e.A.A.A.A. � ,. '"' ►' '' •AVA.AVAVAVA.A-GV••�.A.AVA.A.A.A.A.A• ,► �/ 1� (� y► VA.A.A.A.A.A�A�w��.�._.A.AV�/ I � L �i I� I `��v ! �► OO��� � -AVA.A.A.e.A.A.AVA.A.AVeVeeVe..7i� I � �' • • �vw?wvwvw`�►�►tiVAVA.AVAIL►��►�1`is1V►V�IAVA�ii'►VAVIJI'�.�V�,�/1�.►fr�,IA�►�IAVAVA.A.AVA.A.i/7A.A.A.AVAVAVAVAVAV��wVAVAVAVA•��IA�/ ri r �A►A.A.A.AVA.AVAVAVAVAVi►II1 �Vi►MLVI1\VAV� I VATAkVI/VAS:i�e7LLV:►VI!J.AVA.AV.VAVA.�•A7A.AVAVe a e���������AI� •�.�iw�A.��' , rt.AVA_VAVA.A_VAVAVAViA.rAMA;IY.w1111 N��►'mWa►ILIN •---'--- -- �iwIAVAVA.AVAVA�AVAVA.AV i ��� • y �� AVA.A.A.AVA.AVAVeV0 AVAVAVAVAVA*Mj , 1�' . • �• a a �� �, _.�IA.AVAVA.A.AVA.A.A.A.� - ' n • p ', a a a a-�..eee.A.A.ee.A.ee.• ,: ,,,� �IA.A.A.A.A.A.A.A.AVA._I•� ► ,a �a �IA.AVAVA.A.AVA.A.AVAIvWX .. . ��' (� • a a a ,� �IA.A.AVA.A.A.AVA.A.AV�� • �� �II�� • • Ij y �y �IAVAVAVA.AVAVA.A.AVAI _ • � �IAVA.AVAVAVA20 .AVAVI� �l r-�i Z vi-ice I wVA.A.A.A.A.A.. �I • ` y .IA.A.A.AVA.A..� .. �^ Q-� �� y .IA.AVAVA.AVAVI m � • � � � � � a wVAVA.A.AVAVA� �AVAVA.AVAVAV�� .�A.AVeVA.A.AV/- �� .IAVA.A.A.AVA. �.A.AVA.A.AVA�9 e ./A.AVA.AVAVAVA.A\ I �I 11 • • .rA.A.A.A.A.A.A.AV. 11� • .IA.AVAVA.A.AVA.A.� �IA.AVA.A.AVAVA.AVA� �VAVA.AVAVA.A.AVAVAvA1 • /AVA.A.A.A.AVAVA.AVAMA z IAVAVA.A.AVA/A.AVAVA.AVAcwVAVA�A�•AVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVArAVAVAVA.A.eVAVAMAVAM ►.A.A.AVAVA.AVAVA.AVAVA.A.A.A.AVA.A.A.A.A�Z�.A.A.A.A.A.AVA.A.AVA.A.A.A.A.A.AVA.AVAVA.A.AVA.A.A.A� ' ,IA.AVAVAVAVAVA.AVAVA.A.AVAVA.AVAVA.A.AVA.A�Z��AVA.AVAVA.AVAV/�IAVAVAVA.AVAVA.AVAVA.AVAVA.A.AVAVA.� � �VA.A.A.A.A.A.AVA.A.A.A.A.A.AVA.A.AVA.A.AVAVAVA.AVA.A.AVA.AVAVA.A.A.A.A.A.AVA.A.AVA.A.AVAVA.A.A� ` �!►:�.A.A.1.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.w.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.� / VA•..A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A.A� �A.AVe.A.A.A.A.A.eVe.A.eVeVA.A.AVA.A.AVeVA.AVeVA.A.AVAVA.AVeVA.AVe.A.A.AVA.A.AVA.A.AVA.A.AVA.A.� �VA.A.AVAVA.A.A.A.A.AVA.A.AVA.A.A.A.A.A.A.A.A.AVA..ZIA.A.A.A.A.A.A.AVAVA.A.AVA.A.AVAVA.AVA.A.A.A� f �AVAVA.AVAVAVA.AVAVA.AVAVAVAVAVAVA.AVAVA.AVAVAVAVA.AVA.AVAVA.AVAVAVA.AVAVA.AVAVA.A.AVAVAVAVAVA.� � I• AVAVA.eVAVA.eVAVA.--ki ki.e.A.A W N-V-- WE ki ki kikiki A.eVAVAVAMA.A.AV I �AVAVAVAVAVAVAVAVAVIVAVAVA.A.AVAVA.A.AVA.A.AVAVI:IAVAVA.A.AVA.A.AVAVA.AVAVA.A.AVAVAVAVA.AVAVA.A.� �AVAVAVA.AVA.A.AVAVA.AVAVA.A.AVAVA.AVAVA.AVA���A.AVAVA.AVAVAVAVAVA.A.AVAVA.AVAVA.AVAVA.A.AVIVAV� \ �VA.A.AVA.A.AVAVA.A.A.A.A.AVA.A.AVA.A.A.AVA.AVAVA.A.AVA.A.A.AVA.A.AVAVA.A.AVA.A.AVA.A.A.A.A.AVA� ���VAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVA.AVAVAVAVAVAVA.AVAVAV� ��'��A.AVA.A.AVAVA.AVAVA.A.AVAVA.A.AVA.A.AVA.A.AVAVA.AVAVA.A.AVA.A.A.AVA.A.AVA.A.A.A.A.AVAVA.AVA� �.A�:�•A.AVAVAVA.AVAVAVA.AVA.A.AVAVA.AVAVeVA.AVA.A.AVAVA.AVAVA.A.AVA.A.AVAVA.AVAVA.A.AVA.AVAVAVAVA i �VA`A�Z�VA.A.A.AVA.A.AVAVA.AVAVA.A.AVA.eT/AVAVA.AVAVA.A.AVA.A.AVAVA.AVAVA.AVAVA.A.AVAVA.AVAVA.A.AV AVAVA` AVAVAVA.AVAVA.AVAVAVAVAVAVA.AVAVA.AVAVAVAVAVAVA.AVAVA.AVAVAVAVAVAVA.AVAVA.AVAVAVA.AVAVA.A �� ��.AVAVAVAVAVAVA.AVAVA.AVAVA.A.AVAVI:IAVAVA.AVAVA.A.AVAVA.AVAVA.AVAVA.A.AVAVA.AVAVA.AVAVA.A.AVAVAV� 1►IA.A.A.AVAVA.AVAVA.A.AVA.A.AVAVA.AVAVA.A.AVA.A.AVAVA.AVAVA.A.AVA.A.AVAVA.AVAVA.AVAVAVA.AVA.A.A.A� ��.A.A.A.�.�.AAA.�.A.A.A.A.A.�•A.AAA.�.A.A.A.A.A.A.�.AAA.�.A.A.A.A.A.A.A.A.A.�.A.A.A.A.A�A.A�A�A.� • /�AVAVA.AVAVA.AVAVA.A.AVAVA.A.AVA.A.AVA.A.AVAVA.AVAVA.A.AVA.A.AVAVA.AVAVA.A.AVA.A.AVA.A.AVA.A.A.A� r, I�VAVAVAVAVAVAVA.AVAVA.AVAVAVAVAVAVA.AVAVA.AVAVAVAVAVAVA.AVAVA.AVAVAVAVAVAVA.AVAVA.AVAVA.A.AVAVA.� .., �AVAVAVAVAVAVAVAVAVAVAVAVAAVAVAVLVAVAVAVAVAVAVLVAVAVLVAVAVAVAVAVAVLVAVAVLVAVAVAVAVAVAVAVAVAV&VAVATI 1'�VAVAVAVAVAVAVAVAVAVAVAV.ZIAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVAVA.AVAVAVAV� �I •���0������������I�O��������������O���V�.��VA.AV�O��AVA.�AVA.AV� ` �I�, MATCHLINE SEE C202 i I DESIGNER DRAWN BY CHECKED BY CD TT RG E Q NO. REVISION COMMENTS BY REVIEW DATE n , ADDENDUM NO.3 CDD CDD 10/04/2023 :V N v ca a s i CITY OF RENTON PUBLIC WORKS 1055 SOUTH GRADY WAY, 5TH FLOOR- RENTON, WA 98057 MONROE AVE NE INFILTRATION FACILITY CITY PROJECT SWP-27-4080 Otak in 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com M �o 1 M SD CB TYPE 1 RIM = 339.66 12" PVC (NE) IE = 337.41 8" CMP (W) IE = 337.31 SUMP = 335.26 SD MH 60"CONC TYPE RIM = 340.13 8" CMP (W) IE = 335.98 8" CMP (E) IE = 335.98 36- CMP (N) IE = 333.05 36" CMP (S) IE = 332.95 9 � 10 COMM 7 I POWER VAULT SS MH 48" CONC RIM = 342.20 10"PVC (N) IE = 335.00 10"PVC (S) IE = 334.80 �J STREET LAMP, JBOX, POWER, SIGN 7 1 COMMUNICATION VAULT 6 174LF SD MH TYPE2 RIM = 345.59 18" CPP (W) IE = 337.24 36" CMP (N) IE = 332.89 36" CMP (S) IE = 332.69 SD MH 60" CONC RIM = 345.96 8" CMP (E) IE = 339.96 18" CPP (W) IE = 339.36 8" CMP (W) IE = 340.18 36" CMP (N) IE = 332.56 36" CMP (S) IE = 332.56 SD CB TYPE 1 /M = 345.76 8' MP (W) IE = 343.81 SVMR= 342.26 SD CB �j (TYP.) TYPE 1 RIM = 345 64 8" CMP (E) IE = 342.42 SUMP = 340.74 SS MH RIM = 347.79 10"PVC (N) IE = 334.09 10"PVC (S) IE = 333.89 DESIGN REVISIONS MADE DURING CONSTRUCTION HAVE BEEN INCORPORATED INTO THESE "AS -BUILT" DRAWINGS, BUT ARE NOT HIGHLIGHTED/ CLOUDED FOR CLARITY. THESE "AS -BUILT" PLANS REFLECT DESIGN INFORMATION, INCLUDING PLAN REVISIONS MADE DURING CONSTRUCTION, WITH "AS -BUILT" INFORMATION PROVIDED BY THE CONTRACTOR. OTAK HAS NOT REVIEWED THE INFORMATION SUPPLIED BY THE CONTRACTOR FOR ACCURACY AND HAS NOT SURVEYED TO VERIFY THE "AS -BUILT" CONDITIONS SHOWN. CHARLES DEWEY, P.E 3/14/2025 TESL/DEMO NOTES 0INSTALL TEMPORARY ACCESS ROAD WITH GEOGRID ON HEAVILY TRAFFICKED AREAS, PER DETAIL ON SHEET C203. 0INSTALL HIGH VISIBILITY FENCE PER WSDOT STD PLAN 1-10.10-01. �3 INSTALL / MAINTAIN PROJECT SIGN PER DETAIL ON SHEET C203. �4 INSTALL STORM DRAIN INLET PROTECTION PER COR STD PLAN 216.30. E]CONSTRUCT / MAINTAIN TIRE WASH PER COR STD PLAN 215.00. WATER USED IN TIRE WASH SHALL BE HAULED OFF SITE TO APPROVED TREATMENT FACILITY. 16 ' SAWCUT AND REMOVE EXISTING CURB AND GUTTER AS REQUIRED FOR INSTALLATION OF IMPROVEMENTS. CURB AND GUTTER SHALL BE REMOVED TO THE NEAREST JOINT BEYOND THE IMPROVEMENTS OR SAWCUT PER COR STD PLAN 110. 17' EXISTING UTILITY OR FEATURE TO BE RELOCATED. FINAL LOCATION TO BE DETERMINED AFTER COORDINATION BY PROPERTY OWNER AND CITY. E]INSTALL TEMPORARY SECURITY CHAIN LINK FENCE. El EXIST. TREE(S) TO REMAIN, PROTECT DURING CONSTRUCTION. ElEXISTING UTILITY TO REMAIN, PROTECT DURING CONSTRUCTION. ElINSTALL STABILIZED CONSTRUCTION ENTRANCE PER COR STD PLAN 215.10, LIMITS PER PLAN. ElINSTALL STRAW WATTLES PER COR STD PLAN 213.40. 13 SAWCUT AND REMOVE EXISTING SIDEWALK AS REQUIRED FOR INSTALLATION OF IMPROVEMENTS. SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT BEYOND THE IMPROVEMENTS OR SAWCUT PER COR STD PLAN 110. 14 SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT. ElADJUST EXISTING INTERCEPTOR SWALE AND PIPE AS NEEDED FOR TEMPORARY CONSTRUCTION ACCESS ROAD. GENERAL NOTES 1. CATCH BASIN INLET PROTECTION SHALL BE PROVIDED AND MAINTAINED AT ALL EXISTING AND PROPOSED CATCH BASINS PRIOR TO AND FOR THE DURATION OF CONSTRUCTION OPERATIONS. PROTECTION MEASURES FOR PROPOSED CATCH BASINS ARE NOT SHOWN ON TESC PLAN FOR CLARITY. 2. STATION AND OFFSET ARE PER ACCESS ROAD ALIGNMENT UNLESS OTHERWISE STATED. 3. LOCATION OF TESC MEASURES SHOWN ARE APPROXIMATE AND SHALL BE FIELD LOCATED TO ACCOMMODATE ACTUAL SITE CONDITIONS AND WORK SCHEDULE. 4. SEE SHEET C004 FOR CONSTRUCTION SEQUENCING. 5. ALL EXISTING ON -SITE TESC MEASURES SHALL BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT. 6. CONTRACTOR TO IMPORT AND STOCKPILE ONSITE MINIMUM OF 150 CY QUARRY SPALLS FOR TESC AND SLOPE PROTECTION AS NEEDED. QUARRY SPALLS PLACED FOR SLOPE PROTECTION SHALL BE UNDERLAIN WITH GEOTEXTILE FOR SEPARATION. SEE ADDITIONAL REQUIREMENTS PER SPECIAL PROVISIONS 8-01 TEMPORARY SLOPE PROTECTION. 30 0 30 60 SCALE IN FEET CALL BEFORE YOU DIG 1-800-424-5555 OTAK 33201.A PROJECT NUMBER STAGE 1 TESC AND DEMOLITION C201 DRAWING NO. R-408010 I SHEET: 10 OF 36 © 2023 OTAK, INC.