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HomeMy WebLinkAboutR-295305A B C D I E I F G H I J K L M N 0 P .. -96 67 a� 90 g5 g2 GENERAL NOTES: co \ 8 8� 6 Qo" - 1. COORDINATE WITH TESC PLAN FOR EROSION CONTROL MEASURES. W \ \ \jLIMITS — a� 6 .. _ . "Qo" 1. COORDINATE WITH TESC PLAN FOR EROSION CONTROL MEASURES. INSTALL MINIMUM- STORM aL 8a 89 Q STORM WATER CONTROL FEATURES PRIOR TO DEMOLITION tom} � 83 62 az- - a3 .8a as �' 2. COORDINATE NETTING, SITE PIPING, AND DEMOLITION WITH CONSTRUCTION ACCESS N 8; r 81 / y `2 PHASING PLAN. CONTRACTOR SHALL PROVIDE A SITE ACCESS" AND A DEMOLITION PLAN cl: m� 13�� \ �' PRIOR TO THE START OF ANY WORK ON SITE. .TlE —IN NEW 12" 196 ZONE OF 90 �J SHEET � 00 5DINOATE WITH PAVEMENT 8 �,`��\ r", �� LIMITS OF i ISTiN� 8� 3. REFERENCE ELECTRICAL DRAWINGS FOR ELECTRICAL DEMOLITION. EXISTING \ \, B REMOVAL }PAVEMENT REMOVAL 4. COORDINATE DEMOLITION AND REMOVAL WITH SITE ACCESS PLAN AND UTILITY PLANS: 8a g z ® -4- - c Ge L7l 84 f NOTES: THIS TRANSFORMER TO J 8 REMAIN. CONTRACTOR SHALL I y 611 13 �2 1 REFER TO REPORT OF GEOTECHNICAL SERVICES — MAPLEWOOD TREATMENT \ l PROTECT VAULT DURING \� 14 i y I I _,80 O IMPROVEMENTS PROJECT — CITY OF RENTON, WAHNFORMATION AT THE TEST \\ EXCAVATION REF. ELECTRICAL u y 6, 2003 FOR FURTHER SOILS AND WATER TABLE DRAWINGS, AND DCN02B_ !, i y j <� REMOVE EXI TING BORING LOCATIONS SHOWN IN THE SOILS REPORTS. I PROTECTIVES 15 NETTING AND POSTS 8 y O 2Q (3) EXISTING MONITORING WELLS ARE AVAILABLE FOR CONTRACTORS USE B -1, / SOILS TEST BORING PITS AND B -2 AND B -3. GROUND WATER ELEVATION VARIES'— CONTRACTOR SHALL , y w GROUND WATER MONITORING VERIFY WATER TABLE ELEVATION PRIOR TO BID. CONTRACTOR SHALL PRESENT WELLS (TYP.) SEE DWG NOTES, / ( A DEWATERING PLAN PRIOR TO START OF CLEAR WELL EXCAVATION. — SEE SPECIFICATIONS. APPROXIMATE LIMITS OF CLEAR WELL EXCAVATION —'REF EXCAVATION I I y y I o DRAWINGS. - -- R TO— REMAIN 1 4 ' APPROXIMATE LIMIT OF STORM WATER VAULT:' EXCAVATION 0 az I y : %fir ; ;'.i t '� r c APPROXIMATE TIE—IN POINT REF DWG rr C33 DCN2B 1, 8 B -2 NEW EHH -3 w, z2 . y 0 y 8 y y y, ._ © APPROXIMATE TIE—IN POINT POWER CONDUITS — REFERENCE ELECTRICAL 87 ¢ -' a DRAWINGS. / ��. Al �, 2 �; -_ 7Q POT HOLE AND FIELD VERIFY AND COORDINATE DEMO AND TIE IN TO NEW AS REQUIRED REF C32. PIPING EXISTING CONTROL DUCT /j i, —,` _ r BANK, AND CONDUCTORS TO 2 r , "" -- p � REMOVE EXISTING 8" DIAMETER WATER: MAIN AND INSTALL NEW 12° DIAMETER REMAIN PEP. DCN02B `,;, 3 _ 10 WATER MAIN, TEES, HYDRANT AND NEW WATER MAIN 'APPURTENANCES PER 12/17/03. oe ,�� 1 _ - TING POST SHEET C35 IMMEDIATELY FOLLOWING DEMOLITION TO MINIMIZE DISRUPTION TO j r I EXISTING NET o J GOLF COURSE MAINTENANCE FACILITIES AND FIRE HYDRANTS. CONTRACTOR / - TO REMAIN (TYP.) 41, I SHALL GIVE 2 WEEK NOTICE AND COORDINATE THIS WORK WITH GOLF COURSE EXISTING MA (POWER DUCT g 7 11 PERSONNEL BANK, MEDIUM AND LOW _� ST SIDE TING OVERHEAD SINGLE PHASE UTILITY POLE TO BE RELOCATED BEHIND' 5 1 _ -, _, x. TO EA 9 EXIS 5 VOLTAGE DUCT BANK AND O - O CONDUCTORS VAULTS EHH -4B, . `o \', �� OF GOLF COURSE NEW KEYSTONE BLOCK' WALL. CONTRACTOR SHALL COORDINATE THIS `WORK EHHDUC, R REMAIN IN PLACE �/ \O WITH LOCAL UTILITY. COST OF UTILITY POLE RELOCATION SHALL BE BORNE BY PER DCN02B 12/17/03. MOVE EXISTING POWER CONTRACTOR. YJ, ",`r J y, VAULT NEW LOCATION REF TO ELECTRICAL I •_ "�_•,;, REFERENCE: ROAD ( EXISTING DRIVING RANGE POLES (85' HIGH + / —) TO REMAIN. CONTRACTOR y .1 13 DRAWING. SHALL PROVIDE PROTECTION AND HOLDBACKS AS REQUIRED DURING ALL ' ' - > -- ��� 1 OFILE C 5 SHEETS N1 N3. o \ FOR LIMITS, -0F GRADING AND EXCAVATION. REF. NETTING PLAN �\ ti EXISTING PAVEMENT Sam. i' s' <' REMOVAL 11 EXISTING OVER NETTING TO BE REMOVED INCLUDING GUYS, ANCHORS, AND 4 \ \ \\ :.. o q 6 x w� } r EXISTING WOOD POLES. COORDINATE THIS WORK WITH SITE ACCESS PLAN AND 1, / NETTING PLAN 'SHEETS N1 N3. REFERENCE EXISTING SITE FEATURES C3 FOR EXTENTS OF EXISTING NETTING. COORDINATE EXISTING CARTS ` `/ S► �a PATH REMOVAL WITH %�� �� © REMOVE EXISTING TREES. EXCAVATION AND ACCESS S --COORDINATE EXISTING PLAN O 13 POWER VAULT © REMOVE EXISTING ASPHALT REF. PAVING PLAN, EXCAVATION AND } NEW LOCATION WITH ACCESS /PHASING PLANS AND <IRRIGATION. REF. C6, C7_ 3 ' 2 1 2 DCN028 ELI 1 ISSUED FOR NO. A v TRICAL REVISIONS JE 2 0 GP ONSTRUCTION RB 0 0 GP REVISION BY DATE APPR B C