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Home My WebLink AboutCascade Hills Soos Creek Water Replacement CIP C18001407 - 528-853-045REDLINE V1. Cascade Hills Soos Creek Water Replacement CIP C1800140704/16/2018 Attendees rnair (rnair@rentonwa.gov) jcisneros (jcisneros@rentonwa.gov) cclose (cclose@rentonwa.gov) cthomas (cthomas@rentonrfa.org) aaskren (aaskren@rentonwa.gov) KRevans (krevans@rentonwa.gov) bmahn (bmahn@rentonwa.gov) rwmarshall (rwmarshall@rentonwa.gov) jgrant (jgrant@rentonwa.gov) gstahl (gstahl@rentonwa.gov) Documents dwg_signed permit set_20180320.pdf signed_bond quantity work sheet_20180320.pdf signed_construction permit application_20180320.pdf signed_permit letter_20180320.pdf signed_right of way use application_20180320.pdf Record Message Date Time Document Page Label 1 rnair: Joined Session 03/21/2018 3:56 PM 2 rnair: Added 'dwg_signed permit set_20180320.pdf'03/21/2018 3:57 PM dwg_signed permit set_20180320.pdf 3 rnair: Added 'signed_bond quantity work sheet_20180320.pdf'03/21/2018 3:57 PM signed_bond quantity work sheet_20180320.pdf 4 rnair: Added 'signed_construction permit application_20180320.pdf' 03/21/2018 3:57 PM signed_construction permit application_20180320.pdf 5 rnair: Added 'signed_permit letter_20180320.pdf'03/21/2018 3:57 PM signed_permit letter_20180320.pdf 6 rnair: Added 'signed_right of way use application_20180320.pdf' 03/21/2018 3:57 PM signed_right of way use application_20180320.pdf Message Date Time Document Page Label 7 rnair: Set status to Reviewing 03/21/2018 3:57 PM 8 cclose: Joined Session 03/21/2018 4:05 PM 9 cclose: Set status to Reviewing 03/21/2018 4:05 PM 10 rnair: Left Session 03/21/2018 4:06 PM 11 jcisneros: Joined Session 03/22/2018 8:03 AM 12 jcisneros: Add Text Box 03/22/2018 8:11 AM dwg_signed permit set_20180320.pdf 1 13 jcisneros: Edit Text Box (R-394403)03/22/2018 8:11 AM dwg_signed permit set_20180320.pdf 1 14 jcisneros: Move Text Box 03/22/2018 8:11 AM dwg_signed permit set_20180320.pdf 1 15 jcisneros: Edit Text Box (R-394403)03/22/2018 8:12 AM dwg_signed permit set_20180320.pdf 1 16 cclose: Disconnected 03/22/2018 11:34 AM 17 cclose: Disconnected 03/22/2018 11:34 AM 18 cclose: Joined Session 03/23/2018 9:04 AM 19 cclose: Set status to Finished 03/23/2018 9:06 AM 20 cclose: Left Session 03/23/2018 9:06 AM 21 cthomas: Joined Session 03/29/2018 9:52 AM 22 cthomas: Set status to Reviewing 03/29/2018 9:55 AM 23 cthomas: Add Callout 03/29/2018 10:24 AM dwg_signed permit set_20180320.pdf 23 24 cthomas: Move Callout 03/29/2018 10:24 AM dwg_signed permit set_20180320.pdf 23 25 cthomas: Edit Callout 03/29/2018 10:24 AM dwg_signed permit set_20180320.pdf 23 26 cthomas: Edit Callout (ADD ONE FIRE HYDRANT TO MEET CITY CODE FOR MAXIMUM SPACING OF 600-FEET.) 03/29/2018 10:25 AM dwg_signed permit set_20180320.pdf 23 Message Date Time Document Page Label 27 cthomas: Move Callout 03/29/2018 10:25 AM dwg_signed permit set_20180320.pdf 23 28 cthomas: Edit Callout (ADD ONE FIRE HYDRANT TO MEET CITY CODE FOR MAXIMUM SPACING OF 600-FEET.) 03/29/2018 10:25 AM dwg_signed permit set_20180320.pdf 23 29 cthomas: Move Callout 03/29/2018 10:25 AM dwg_signed permit set_20180320.pdf 23 30 cthomas: Edit Callout (ADD ONE FIRE HYDRANT TO MEET CITY CODE FOR MAXIMUM SPACING OF 600-FEET.) 03/29/2018 10:25 AM dwg_signed permit set_20180320.pdf 23 31 cthomas: Move Callout 03/29/2018 10:25 AM dwg_signed permit set_20180320.pdf 23 32 cthomas: Edit Callout (ADD ONE FIRE HYDRANT TO MEET CITY CODE FOR MAXIMUM SPACING OF 600-FEET.) 03/29/2018 10:25 AM dwg_signed permit set_20180320.pdf 23 33 cthomas: Move Callout 03/29/2018 10:26 AM dwg_signed permit set_20180320.pdf 23 34 cthomas: Edit Callout (ADD ONE FIRE HYDRANT TO MEET CITY CODE FOR MAXIMUM SPACING OF 600-FEET ON CENTER.) 03/29/2018 10:26 AM dwg_signed permit set_20180320.pdf 23 35 cthomas: Add Callout 03/29/2018 10:26 AM dwg_signed permit set_20180320.pdf 23 36 cthomas: Move Callout 03/29/2018 10:27 AM dwg_signed permit set_20180320.pdf 23 37 cthomas: Edit Callout 03/29/2018 10:27 AM dwg_signed permit set_20180320.pdf 23 38 cthomas: Edit Callout (RELOCATE PROPOSED HYDRANT BACK TO VERY NEAR THE INTERSECTION SIMILIAR TO THE EXISTING FIRE HYDRANT.) 03/29/2018 10:28 AM dwg_signed permit set_20180320.pdf 23 39 cthomas: Add Arrow 03/29/2018 10:29 AM dwg_signed permit set_20180320.pdf 23 Message Date Time Document Page Label 40 cthomas: Add Arrow 03/29/2018 10:29 AM dwg_signed permit set_20180320.pdf 23 41 cthomas: Delete Arrow 03/29/2018 10:30 AM dwg_signed permit set_20180320.pdf 23 42 cthomas: Add Arrow 03/29/2018 10:30 AM dwg_signed permit set_20180320.pdf 23 43 cthomas: Add Typewritten Text 03/29/2018 10:31 AM dwg_signed permit set_20180320.pdf 23 44 cthomas: Edit Typewritten Text (HERE)03/29/2018 10:31 AM dwg_signed permit set_20180320.pdf 23 45 cthomas: Add Typewritten Text 03/29/2018 10:31 AM dwg_signed permit set_20180320.pdf 23 46 cthomas: Edit Typewritten Text (OR HERE)03/29/2018 10:31 AM dwg_signed permit set_20180320.pdf 23 47 cthomas: Add Typewritten Text 03/29/2018 10:31 AM dwg_signed permit set_20180320.pdf 23 48 cthomas: Delete Typewritten Text 03/29/2018 10:32 AM dwg_signed permit set_20180320.pdf 23 49 cthomas: Add Typewritten Text 03/29/2018 10:32 AM dwg_signed permit set_20180320.pdf 23 50 cthomas: Set status to Finished 03/29/2018 10:32 AM 51 cthomas: Left Session 03/29/2018 10:34 AM 52 aaskren: Joined Session 04/02/2018 9:51 AM 53 aaskren: Reconnected 04/02/2018 10:15 AM 54 aaskren: Add Text Box 04/02/2018 10:17 AM dwg_signed permit set_20180320.pdf 5 Message Date Time Document Page Label 55 aaskren: Edit Text Box (based on the plans it appears that survey monuments may be disturbed or destroyed during construction. per wac 332-120-040 an application must be ) 04/02/2018 10:19 AM dwg_signed permit set_20180320.pdf 5 56 aaskren: Edit Text Box (based on the plans it appears that survey monuments may be disturbed or destroyed during construction. per wac 332-120 an application must be filed with the dnr and stamped by a licensed land surveyor or engineer. please file the appropriate documentation with the dnr prior to construction and then refile after the construction completion as required by the state.) 04/02/2018 10:21 AM dwg_signed permit set_20180320.pdf 5 57 aaskren: Set status to Finished 04/02/2018 10:21 AM 58 aaskren: Edit Text Box (based on the plans it appears that survey monuments may be disturbed or destroyed during construction. per wac 332-120 an application must be filed with the dnr and stamped by a licensed land surveyor or engineer. please file the appropriate documentation with the dnr prior to construction and then refile after the construction completion as required by the state. the city of renton also requires monument cards to be completed and sent to the city for any monuments that are set 04/02/2018 10:22 AM dwg_signed permit set_20180320.pdf 5 59 aaskren: Left Session 04/02/2018 10:22 AM 60 rnair: Joined Session 04/02/2018 5:11 PM 61 rnair: Left Session 04/02/2018 5:45 PM 62 KRevans: Joined Session 04/03/2018 8:09 AM 63 bmahn: Joined Session 04/03/2018 10:41 AM 64 KRevans: Left Session 04/03/2018 10:53 AM 65 rnair: Joined Session 04/03/2018 1:18 PM Message Date Time Document Page Label 66 rnair: Add Line 04/03/2018 1:24 PM dwg_signed permit set_20180320.pdf 8 67 rnair: Move Line 04/03/2018 1:24 PM dwg_signed permit set_20180320.pdf 8 68 rnair: Add Line 04/03/2018 1:24 PM dwg_signed permit set_20180320.pdf 8 69 rnair: Add Line 04/03/2018 1:24 PM dwg_signed permit set_20180320.pdf 8 70 rnair: Reconnected 04/03/2018 2:53 PM 71 rnair: Reconnected 04/03/2018 3:13 PM 72 rnair: Left Session 04/03/2018 6:32 PM 73 KRevans: Joined Session 04/04/2018 10:45 AM 74 KRevans: Add Callout 04/04/2018 10:46 AM dwg_signed permit set_20180320.pdf 17 75 KRevans: Edit Callout (The top of wm values will need to be adjusted to include the thickness of the existing storm pipe. For 8" pipe, adjust the top of wm value to 1.15' below the sd pipe ie value. For 12" pipe, adjust the top of wm value to 1.17' below the sd pipe ie value.) 04/04/2018 10:48 AM dwg_signed permit set_20180320.pdf 17 76 KRevans: Move Callout 04/04/2018 10:48 AM dwg_signed permit set_20180320.pdf 17 77 KRevans: Edit Callout (The top of wm values will need to be adjusted to include the thickness of the existing storm pipe. For 8" pipe, adjust the top of wm value to 1.15' below the sd pipe ie value. For 12" pipe, adjust the top of wm value to 1.17' below the sd pipe ie value.) 04/04/2018 10:48 AM dwg_signed permit set_20180320.pdf 17 78 KRevans: Move Callout 04/04/2018 10:48 AM dwg_signed permit set_20180320.pdf 17 Message Date Time Document Page Label 79 KRevans: Edit Callout (The top of wm values will need to be adjusted to include the thickness of the existing storm pipe. For 8" pipe, adjust the top of wm value to 1.15' below the sd pipe ie value. For 12" pipe, adjust the top of wm value to 1.17' below the sd pipe ie value.) 04/04/2018 10:49 AM dwg_signed permit set_20180320.pdf 17 80 KRevans: Move Callout 04/04/2018 10:49 AM dwg_signed permit set_20180320.pdf 17 81 KRevans: Paste 04/04/2018 10:49 AM dwg_signed permit set_20180320.pdf 22 82 KRevans: Move Markups 04/04/2018 10:49 AM dwg_signed permit set_20180320.pdf 22 83 KRevans: Edit Callout (The top of wm values will need to be adjusted to include the thickness of the existing storm pipe. For 8" pipe, adjust the top of wm value to 1.15' below the sd pipe ie value. For 12" pipe, adjust the top of wm value to 1.17' below the sd pipe ie value.) 04/04/2018 10:49 AM dwg_signed permit set_20180320.pdf 22 84 KRevans: Move Callout 04/04/2018 10:49 AM dwg_signed permit set_20180320.pdf 22 85 KRevans: Paste 04/04/2018 10:50 AM dwg_signed permit set_20180320.pdf 23 86 KRevans: Edit Callout (The top of wm values will need to be adjusted to include the thickness of the existing storm pipe. For 12" pipe, adjust the top of wm value to 1.17' below the sd pipe ie value.) 04/04/2018 10:50 AM dwg_signed permit set_20180320.pdf 23 87 KRevans: Move Callout 04/04/2018 10:50 AM dwg_signed permit set_20180320.pdf 23 88 KRevans: Edit Callout (The top of wm values will need to be adjusted to include the thickness of the existing storm pipe. For 12" pipe, adjust the top of wm value to 1.17' below the sd pipe ie value.) 04/04/2018 10:50 AM dwg_signed permit set_20180320.pdf 23 Message Date Time Document Page Label 89 KRevans: Paste 04/04/2018 10:50 AM dwg_signed permit set_20180320.pdf 24 90 KRevans: Edit Callout (The top of wm values will need to be adjusted to include the thickness of the existing storm pipe. For 8" pipe, adjust the top of wm value to 1.15' below the sd pipe ie value. For 12" pipe, adjust the top of wm value to 1.17' below the sd pipe ie value.) 04/04/2018 10:50 AM dwg_signed permit set_20180320.pdf 24 91 KRevans: Edit Callout (The top of wm values will need to be adjusted to include the thickness of the existing storm pipe. For 8" pipe, adjust the top of wm value to 1.15' below the sd pipe ie value.) 04/04/2018 10:50 AM dwg_signed permit set_20180320.pdf 24 92 KRevans: Move Callout 04/04/2018 10:50 AM dwg_signed permit set_20180320.pdf 24 93 KRevans: Paste 04/04/2018 10:51 AM dwg_signed permit set_20180320.pdf 21 94 KRevans: Edit Callout (The top of wm values will need to be adjusted to include the thickness of the existing storm pipe. For 8" pipe, adjust the top of wm value to 1.15' below the sd pipe ie value. For 12" pipe, adjust the top of wm value to 1.17' below the sd pipe ie value. For 18" pipe, adjust the top of wm value to 1.21' below the sd pipe ie value.) 04/04/2018 10:51 AM dwg_signed permit set_20180320.pdf 21 95 KRevans: Move Callout 04/04/2018 10:51 AM dwg_signed permit set_20180320.pdf 21 96 KRevans: Paste 04/04/2018 10:52 AM dwg_signed permit set_20180320.pdf 19 97 KRevans: Edit Callout (The top of wm values will need to be adjusted to include the thickness of the existing storm pipe. For 8" pipe, adjust the top of wm value to For 12" pipe, adjust the top of wm value to 1.17' below the sd pipe ie value. For 18" pipe, adjust the top of wm value to 1.21' below the sd pipe ie value.) 04/04/2018 10:52 AM dwg_signed permit set_20180320.pdf 19 Message Date Time Document Page Label 98 KRevans: Undo 04/04/2018 10:52 AM dwg_signed permit set_20180320.pdf 19 99 KRevans: Edit Callout (The top of wm values will need to be adjusted to include the thickness of the existing storm pipe. For 12" pipe, adjust the top of wm value to 1.17' below the sd pipe ie value. For 16" pipe, adjust the top of wm value to 1.20' below the sd pipe ie value.) 04/04/2018 10:53 AM dwg_signed permit set_20180320.pdf 19 100 KRevans: Move Callout 04/04/2018 10:53 AM dwg_signed permit set_20180320.pdf 19 101 KRevans: Move Callout 04/04/2018 10:53 AM dwg_signed permit set_20180320.pdf 21 102 KRevans: Paste 04/04/2018 10:53 AM dwg_signed permit set_20180320.pdf 18 103 KRevans: Edit Callout (The top of wm values will need to be adjusted to include the thickness of the existing storm pipe. For 8" pipe, adjust the top of wm value to 1.15' below the sd pipe ie value. For 12" pipe, adjust the top of wm value to 1.17' below the sd pipe ie value. For 18" pipe, adjust the top of wm value to 1.21' below the sd pipe ie value.) 04/04/2018 10:53 AM dwg_signed permit set_20180320.pdf 18 104 KRevans: Move Callout 04/04/2018 10:53 AM dwg_signed permit set_20180320.pdf 18 105 KRevans: Paste 04/04/2018 10:54 AM dwg_signed permit set_20180320.pdf 20 106 KRevans: Edit Callout (The top of wm values will need to be adjusted to include the thickness of the existing storm pipe. For 12" pipe, adjust the top of wm value to 1.17' below the sd pipe ie value. For 15" pipe, adjust the top of wm value to 1.19' below the sd pipe ie value. For 18" pipe, adjust the top of wm value to 1.21' below the sd pipe ie value. For 24" pipe, adjust the top of wm value to 1.25' below the sd pipe ie value.) 04/04/2018 10:54 AM dwg_signed permit set_20180320.pdf 20 107 KRevans: Move Callout 04/04/2018 10:54 AM dwg_signed permit set_20180320.pdf 20 Message Date Time Document Page Label 108 KRevans: Set status to Finished 04/04/2018 10:55 AM 109 KRevans: Left Session 04/04/2018 10:55 AM 110 rnair: Joined Session 04/04/2018 11:49 AM 111 rnair: Disconnected 04/04/2018 12:47 PM 112 KRevans: Joined Session 04/04/2018 1:28 PM 113 KRevans: Left Session 04/04/2018 1:28 PM 114 rnair: Joined Session 04/04/2018 5:19 PM 115 rnair: Add Line 04/04/2018 5:50 PM dwg_signed permit set_20180320.pdf 6 116 rnair: Edit Line 04/04/2018 5:50 PM dwg_signed permit set_20180320.pdf 6 117 rnair: Add Line 04/04/2018 5:50 PM dwg_signed permit set_20180320.pdf 6 118 rnair: Add Line 04/04/2018 5:51 PM dwg_signed permit set_20180320.pdf 6 119 rnair: Add Line 04/04/2018 5:51 PM dwg_signed permit set_20180320.pdf 6 120 rnair: Add Line 04/04/2018 5:53 PM dwg_signed permit set_20180320.pdf 17 121 rnair: Add Line 04/04/2018 5:53 PM dwg_signed permit set_20180320.pdf 17 122 rnair: Add Line 04/04/2018 5:54 PM dwg_signed permit set_20180320.pdf 17 123 rnair: Add Line 04/04/2018 5:54 PM dwg_signed permit set_20180320.pdf 17 124 rnair: Edit Line 04/04/2018 5:54 PM dwg_signed permit set_20180320.pdf 17 Message Date Time Document Page Label 125 rnair: Edit Line 04/04/2018 5:54 PM dwg_signed permit set_20180320.pdf 17 126 rnair: Edit Line 04/04/2018 5:54 PM dwg_signed permit set_20180320.pdf 17 127 rnair: Edit Line 04/04/2018 5:54 PM dwg_signed permit set_20180320.pdf 17 128 rnair: Edit Line 04/04/2018 5:55 PM dwg_signed permit set_20180320.pdf 17 129 rnair: Edit Line 04/04/2018 5:55 PM dwg_signed permit set_20180320.pdf 17 130 rnair: Edit Line 04/04/2018 5:55 PM dwg_signed permit set_20180320.pdf 17 131 rnair: Edit Line 04/04/2018 5:56 PM dwg_signed permit set_20180320.pdf 17 132 rnair: Add Highlight 04/04/2018 5:57 PM dwg_signed permit set_20180320.pdf 17 133 rnair: Add Line 04/04/2018 5:57 PM dwg_signed permit set_20180320.pdf 17 134 rnair: Edit Line 04/04/2018 5:57 PM dwg_signed permit set_20180320.pdf 17 135 rnair: Add Line 04/04/2018 5:57 PM dwg_signed permit set_20180320.pdf 17 136 rnair: Edit Line 04/04/2018 5:58 PM dwg_signed permit set_20180320.pdf 17 137 rnair: Edit Line 04/04/2018 5:58 PM dwg_signed permit set_20180320.pdf 17 Message Date Time Document Page Label 138 rnair: Add Line 04/04/2018 5:58 PM dwg_signed permit set_20180320.pdf 17 139 rnair: Add Line 04/04/2018 5:59 PM dwg_signed permit set_20180320.pdf 17 140 rnair: Add Line 04/04/2018 5:59 PM dwg_signed permit set_20180320.pdf 17 141 rnair: Add Line 04/04/2018 5:59 PM dwg_signed permit set_20180320.pdf 17 142 rnair: Add Line 04/04/2018 5:59 PM dwg_signed permit set_20180320.pdf 17 143 rnair: Add Line 04/04/2018 5:59 PM dwg_signed permit set_20180320.pdf 17 144 rnair: Add Line 04/04/2018 6:00 PM dwg_signed permit set_20180320.pdf 17 145 rnair: Add Line 04/04/2018 6:00 PM dwg_signed permit set_20180320.pdf 17 146 rnair: Add Line 04/04/2018 6:00 PM dwg_signed permit set_20180320.pdf 17 147 rnair: Add Line 04/04/2018 6:00 PM dwg_signed permit set_20180320.pdf 17 148 rnair: Add Line 04/04/2018 6:00 PM dwg_signed permit set_20180320.pdf 17 149 rnair: Add Line 04/04/2018 6:00 PM dwg_signed permit set_20180320.pdf 17 150 rnair: Add Line 04/04/2018 6:01 PM dwg_signed permit set_20180320.pdf 17 Message Date Time Document Page Label 151 rnair: Add Line 04/04/2018 6:01 PM dwg_signed permit set_20180320.pdf 17 152 rnair: Add Line 04/04/2018 6:01 PM dwg_signed permit set_20180320.pdf 17 153 rnair: Add Line 04/04/2018 6:01 PM dwg_signed permit set_20180320.pdf 17 154 rnair: Edit Line 04/04/2018 6:01 PM dwg_signed permit set_20180320.pdf 17 155 rnair: Left Session 04/04/2018 6:05 PM 156 rnair: Joined Session 04/05/2018 9:20 AM 157 rnair: Reconnected 04/05/2018 12:59 PM 158 rnair: Add Text Box 04/05/2018 1:00 PM dwg_signed permit set_20180320.pdf 12 159 rnair: Edit Text Box 04/05/2018 1:00 PM dwg_signed permit set_20180320.pdf 12 160 rnair: Edit Text Box ( include city if renton standard driveway plan since some driveways are proposed to be changed. ada compliant curb ramps required aat locations where water work cuts into existing sidewalk. separate traffic control plan is required to be submitted by the contractor and approval to be obtained from city prior to start of work in the city row. ) 04/05/2018 1:03 PM dwg_signed permit set_20180320.pdf 12 161 rnair: Move Text Box 04/05/2018 1:03 PM dwg_signed permit set_20180320.pdf 12 162 rnair: Left Session 04/05/2018 4:45 PM 163 aaskren: Joined Session 04/10/2018 9:40 AM 164 aaskren: Left Session 04/10/2018 9:40 AM 165 bmahn: Reconnected 04/10/2018 10:06 AM Message Date Time Document Page Label 166 bmahn: Delete Text Box 04/10/2018 10:06 AM dwg_signed permit set_20180320.pdf 17 167 bmahn: Delete Checkmark 04/10/2018 10:06 AM dwg_signed permit set_20180320.pdf 17 168 bmahn: Delete Callout 04/10/2018 10:06 AM dwg_signed permit set_20180320.pdf 17 169 bmahn: Left Session 04/10/2018 11:26 AM 170 rnair: Joined Session 04/10/2018 12:00 PM 171 rnair: Left Session 04/10/2018 2:54 PM 172 rnair: Joined Session 04/11/2018 4:23 PM 173 rnair: Set status to Finished 04/11/2018 4:23 PM 174 rnair: Edit Text Box ( include city if renton standard driveway plan since some driveways are proposed to be changed. add note that ada compliant curb ramps will be provided at locations where water work cuts into existing sidewalk. separate traffic control plan is required to be submitted by the contractor and approval to be obtained from city prior to start of work in the city row. ) 04/11/2018 4:30 PM dwg_signed permit set_20180320.pdf 12 175 rnair: Left Session 04/11/2018 4:42 PM 176 rwmarshall: Joined Session 04/12/2018 7:21 AM 177 jgrant: Joined Session 04/12/2018 7:23 AM 178 jgrant: Left Session 04/12/2018 7:26 AM 179 gstahl: Joined Session 04/12/2018 7:32 AM 180 gstahl: Left Session 04/12/2018 7:34 AM 181 rwmarshall: Left Session 04/12/2018 7:34 AM 182 gstahl: Joined Session 04/12/2018 7:35 AM 183 rwmarshall: Joined Session 04/12/2018 7:36 AM 184 gstahl: Left Session 04/12/2018 7:36 AM 185 rwmarshall: Set status to Reviewing 04/12/2018 7:37 AM Message Date Time Document Page Label 186 rwmarshall: Set status to Finished without comment 04/12/2018 7:37 AM 187 rwmarshall: Set status to Reviewing 04/12/2018 7:37 AM 188 rwmarshall: Add Text Box 04/12/2018 7:41 AM dwg_signed permit set_20180320.pdf 5 189 rwmarshall: Edit Text Box (CITY OF RENTON SURFACEWATER MAINTENACE CREWS WILL REPAIR FAILING SURFACEWATER STRUCTURES WITHIN THE NEWLY PAVED SECTIONS. THIS WILL INCLUDE REPLACEING CURB AND GUTTER INVOLVED IN THOSE REPAIRS) 04/12/2018 10:41 AM dwg_signed permit set_20180320.pdf 5 190 rwmarshall: Left Session 04/12/2018 10:46 AM 191 rwmarshall: Joined Session 04/12/2018 11:46 AM 192 rwmarshall: Set status to Finished with comments 04/12/2018 11:48 AM 193 rwmarshall: Edit Text Box (CITY OF RENTON SURFACEWATER MAINTENACE CREWS WILL REPAIR FAILING SURFACEWATER STRUCTURES WITHIN THE NEWLY PAVED SECTIONS. THIS WILL INCLUDE REPLACEING CURB AND GUTTER INVOLVED IN THOSE REPAIRS. STRUCTURE REPARS WITHEN THE AREA OF WHEEL CHAR RAMPS WILL NOT INCLUDE CONCRETE RESTORATION.) 04/12/2018 11:48 AM dwg_signed permit set_20180320.pdf 5 194 rwmarshall: Left Session 04/12/2018 11:51 AM 195 rwmarshall: Joined Session 04/12/2018 11:52 AM 196 rwmarshall: Left Session 04/12/2018 11:56 AM 197 rnair: Joined Session 04/16/2018 8:53 AM 198 rnair: Set status to Reviewing 04/16/2018 8:55 AM 199 rnair: Add Callout 04/16/2018 12:25 PM dwg_signed permit set_20180320.pdf 1 200 rnair: Edit Callout (include in all sheets)04/16/2018 12:25 PM dwg_signed permit set_20180320.pdf 1 201 rnair: Edit Callout (typical)04/16/2018 12:26 PM dwg_signed permit set_20180320.pdf 1 Message Date Time Document Page Label 202 rnair: Add Callout 04/16/2018 12:40 PM dwg_signed permit set_20180320.pdf 16 203 rnair: Edit Callout (use std plan 110)04/16/2018 12:41 PM dwg_signed permit set_20180320.pdf 16 204 rnair: Add Callout 04/16/2018 12:41 PM dwg_signed permit set_20180320.pdf 16 205 rnair: Edit Callout (use std plan 110.1)04/16/2018 12:42 PM dwg_signed permit set_20180320.pdf 16 206 rnair: Add Text Box 04/16/2018 1:51 PM dwg_signed permit set_20180320.pdf 16 207 rnair: Edit Text Box (include )04/16/2018 1:54 PM dwg_signed permit set_20180320.pdf 16 208 rnair: Add Text Box 04/16/2018 2:07 PM dwg_signed permit set_20180320.pdf 1 209 rnair: Edit Text Box (ted - 40 - 3944) 04/16/2018 2:09 PM dwg_signed permit set_20180320.pdf 1 210 rnair: Edit Text Box (ted-40-3944)04/16/2018 2:10 PM dwg_signed permit set_20180320.pdf 1 211 rnair: Move Text Box 04/16/2018 2:10 PM dwg_signed permit set_20180320.pdf 1 212 rnair: Edit Text Box (ted-40-3944)04/16/2018 2:10 PM dwg_signed permit set_20180320.pdf 1 213 rnair: Move Text Box 04/16/2018 2:11 PM dwg_signed permit set_20180320.pdf 1 Message Date Time Document Page Label 214 rnair: Add Text Box 04/16/2018 2:12 PM dwg_signed permit set_20180320.pdf 1 215 rnair: Edit Text Box (C18)04/16/2018 2:13 PM dwg_signed permit set_20180320.pdf 1 216 rnair: Add Text Box 04/16/2018 2:13 PM dwg_signed permit set_20180320.pdf 1 217 rnair: Edit Text Box (PR18)04/16/2018 2:13 PM dwg_signed permit set_20180320.pdf 1 218 rnair: Move Text Box 04/16/2018 2:13 PM dwg_signed permit set_20180320.pdf 1 219 rnair: Add Text Box 04/16/2018 2:13 PM dwg_signed permit set_20180320.pdf 1 220 rnair: Edit Text Box (Soos creek w&S district cascade hills water main replacement) 04/16/2018 2:14 PM dwg_signed permit set_20180320.pdf 1 221 rnair: Move Text Box 04/16/2018 2:14 PM dwg_signed permit set_20180320.pdf 1 222 rnair: Edit Text Box (Soos creek w&S district cascade hills water main replacement) 04/16/2018 2:14 PM dwg_signed permit set_20180320.pdf 1 223 rnair: Move Text Box 04/16/2018 2:14 PM dwg_signed permit set_20180320.pdf 1 224 rnair: Move Text Box 04/16/2018 2:14 PM dwg_signed permit set_20180320.pdf 1 225 rnair: Edit Text Box (C18001407)04/16/2018 2:15 PM dwg_signed permit set_20180320.pdf 1 226 rnair: Disconnected 04/16/2018 2:18 PM 227 rnair: Joined Session 04/16/2018 5:01 PM 228 rnair: Delete Callout 04/16/2018 5:01 PM dwg_signed permit set_20180320.pdf 14 Message Date Time Document Page Label 229 rnair: Delete Text Box 04/16/2018 5:01 PM dwg_signed permit set_20180320.pdf 1 230 rnair: Delete Callout 04/16/2018 5:01 PM dwg_signed permit set_20180320.pdf 1 231 rnair: Delete Callout 04/16/2018 5:01 PM dwg_signed permit set_20180320.pdf 1 232 rnair: Add Callout 04/16/2018 5:01 PM dwg_signed permit set_20180320.pdf 1 233 rnair: Add Callout 04/16/2018 5:01 PM dwg_signed permit set_20180320.pdf 1 234 rnair: Delete Text Box 04/16/2018 5:01 PM dwg_signed permit set_20180320.pdf 16 235 rnair: Edit Text Box (PR18000003)04/16/2018 5:01 PM dwg_signed permit set_20180320.pdf 1 236 rnair: Add Arrow 04/16/2018 5:01 PM dwg_signed permit set_20180320.pdf 1 237 rnair: Add Rectangle 04/16/2018 5:01 PM dwg_signed permit set_20180320.pdf 1 238 rnair: Add Callout 04/16/2018 5:01 PM dwg_signed permit set_20180320.pdf 1 239 rnair: Delete Text Box 04/16/2018 5:01 PM dwg_signed permit set_20180320.pdf 15 240 rnair: Delete Typewritten Text 04/16/2018 5:01 PM dwg_signed permit set_20180320.pdf 1 241 rnair: Delete Typewritten Text 04/16/2018 5:01 PM dwg_signed permit set_20180320.pdf 1 Message Date Time Document Page Label 242 rnair: Add Typewritten Text 04/16/2018 5:01 PM dwg_signed permit set_20180320.pdf 1 243 rnair: Add Text Box 04/16/2018 5:01 PM dwg_signed permit set_20180320.pdf 14 244 rnair: Add Line 04/16/2018 5:02 PM dwg_signed permit set_20180320.pdf 15 245 rnair: Delete Line 04/16/2018 5:02 PM dwg_signed permit set_20180320.pdf 15 246 rnair: Add Line 04/16/2018 5:02 PM dwg_signed permit set_20180320.pdf 15 247 rnair: Add Line 04/16/2018 5:02 PM dwg_signed permit set_20180320.pdf 15 248 rnair: Add Text Box 04/16/2018 5:02 PM dwg_signed permit set_20180320.pdf 15 249 rnair: Edit Text Box (std plan 102 provides necessary information) 04/16/2018 5:03 PM dwg_signed permit set_20180320.pdf 15 250 rnair: Add Line 04/16/2018 5:03 PM dwg_signed permit set_20180320.pdf 16 251 rnair: Delete Line 04/16/2018 5:03 PM dwg_signed permit set_20180320.pdf 16 252 rnair: Add Line 04/16/2018 5:03 PM dwg_signed permit set_20180320.pdf 16 253 rnair: Add Line 04/16/2018 5:04 PM dwg_signed permit set_20180320.pdf 16 254 rnair: Add Line 04/16/2018 5:04 PM dwg_signed permit set_20180320.pdf 16 Message Date Time Document Page Label 255 rnair: Add Line 04/16/2018 5:04 PM dwg_signed permit set_20180320.pdf 16 256 rnair: Edit Text Box (add std plan 104.1 add std plan 104.2 add std plan 104.3 triangular driveway approach with landscaping at triangular portion to be provided.) 04/16/2018 5:10 PM dwg_signed permit set_20180320.pdf 14 257 rnair: Edit Text Box (add std plan 104.1. add std plan 104.2. add std plan 104.3 triangular driveway approach with landscaping at triangular portion to be provided.) 04/16/2018 5:11 PM dwg_signed permit set_20180320.pdf 14 258 rnair: Delete Line 04/16/2018 5:16 PM dwg_signed permit set_20180320.pdf 8 259 rnair: Delete Line 04/16/2018 5:16 PM dwg_signed permit set_20180320.pdf 8 260 rnair: Delete Line 04/16/2018 5:16 PM dwg_signed permit set_20180320.pdf 8 261 rnair: Move Text Box 04/16/2018 5:20 PM dwg_signed permit set_20180320.pdf 14 262 rnair: Edit Text Box (add std plan 104.1. add std plan 104.2. ) 04/16/2018 5:20 PM dwg_signed permit set_20180320.pdf 14 263 rnair: Edit Text Box (add std plan 104.1. add std plan 104.2. ) 04/16/2018 5:20 PM dwg_signed permit set_20180320.pdf 14 264 rnair: Add Rectangle 04/16/2018 5:23 PM dwg_signed permit set_20180320.pdf 5 265 rnair: Add Rectangle 04/16/2018 5:23 PM dwg_signed permit set_20180320.pdf 5 266 rnair: Add Rectangle 04/16/2018 5:23 PM dwg_signed permit set_20180320.pdf 5 Message Date Time Document Page Label 267 rnair: Add Typewritten Text 04/16/2018 5:23 PM dwg_signed permit set_20180320.pdf 5 268 rnair: Edit Typewritten Text (PRIOR TO)04/16/2018 5:23 PM dwg_signed permit set_20180320.pdf 5 269 rnair: Add Typewritten Text 04/16/2018 5:23 PM dwg_signed permit set_20180320.pdf 5 270 rnair: Edit Typewritten Text (THE PAVING BY SOOS CREEK.)04/16/2018 5:24 PM dwg_signed permit set_20180320.pdf 5 271 rnair: Add Rectangle 04/16/2018 5:24 PM dwg_signed permit set_20180320.pdf 5 272 rnair: Edit Typewritten Text (THE PAVING BY SOOS CREEK.)04/16/2018 5:24 PM dwg_signed permit set_20180320.pdf 5 273 rnair: Add Typewritten Text 04/16/2018 5:24 PM dwg_signed permit set_20180320.pdf 5 274 rnair: Edit Typewritten Text (CITY WORK)04/16/2018 5:25 PM dwg_signed permit set_20180320.pdf 5 275 rnair: Add Typewritten Text 04/16/2018 5:25 PM dwg_signed permit set_20180320.pdf 5 276 rnair: Delete Typewritten Text 04/16/2018 5:25 PM dwg_signed permit set_20180320.pdf 5 277 rnair: Add Typewritten Text 04/16/2018 5:25 PM dwg_signed permit set_20180320.pdf 5 278 rnair: Delete Typewritten Text 04/16/2018 5:25 PM dwg_signed permit set_20180320.pdf 5 279 rnair: Add Typewritten Text 04/16/2018 5:25 PM dwg_signed permit set_20180320.pdf 5 Message Date Time Document Page Label 280 rnair: Delete Typewritten Text 04/16/2018 5:25 PM dwg_signed permit set_20180320.pdf 5 281 rnair: Edit Typewritten Text (CITY WORK)04/16/2018 5:25 PM dwg_signed permit set_20180320.pdf 5 282 rnair: Move Typewritten Text 04/16/2018 5:25 PM dwg_signed permit set_20180320.pdf 5 283 rnair: Move Typewritten Text 04/16/2018 5:25 PM dwg_signed permit set_20180320.pdf 5 284 rnair: Add Typewritten Text 04/16/2018 5:25 PM dwg_signed permit set_20180320.pdf 5 285 rnair: Edit Typewritten Text 04/16/2018 5:25 PM dwg_signed permit set_20180320.pdf 5 286 rnair: Add Typewritten Text 04/16/2018 5:26 PM dwg_signed permit set_20180320.pdf 5 287 rnair: Edit Typewritten Text (WITHIN.)04/16/2018 5:26 PM dwg_signed permit set_20180320.pdf 5 288 rnair: Edit Typewritten Text (WITHIN)04/16/2018 5:26 PM dwg_signed permit set_20180320.pdf 5 289 rnair: Move Typewritten Text 04/16/2018 5:26 PM dwg_signed permit set_20180320.pdf 5 290 rnair: Delete Typewritten Text 04/16/2018 5:27 PM dwg_signed permit set_20180320.pdf 5 291 rnair: Delete Rectangle 04/16/2018 5:27 PM dwg_signed permit set_20180320.pdf 5 292 rnair: Delete Typewritten Text 04/16/2018 5:27 PM dwg_signed permit set_20180320.pdf 5 Message Date Time Document Page Label 293 rnair: Delete Rectangle 04/16/2018 5:27 PM dwg_signed permit set_20180320.pdf 5 294 rnair: Delete Typewritten Text 04/16/2018 5:27 PM dwg_signed permit set_20180320.pdf 5 295 rnair: Delete Typewritten Text 04/16/2018 5:27 PM dwg_signed permit set_20180320.pdf 5 296 rnair: Delete Typewritten Text 04/16/2018 5:27 PM dwg_signed permit set_20180320.pdf 5 297 rnair: Delete Rectangle 04/16/2018 5:27 PM dwg_signed permit set_20180320.pdf 5 298 rnair: Delete Rectangle 04/16/2018 5:27 PM dwg_signed permit set_20180320.pdf 5 299 rnair: Add Rectangle 04/16/2018 5:28 PM dwg_signed permit set_20180320.pdf 5 300 rnair: Undo 04/16/2018 5:28 PM dwg_signed permit set_20180320.pdf 5 301 rnair: Undo 04/16/2018 5:28 PM dwg_signed permit set_20180320.pdf 5 302 rnair: Add Rectangle 04/16/2018 5:28 PM dwg_signed permit set_20180320.pdf 5 303 rnair: Edit Rectangle 04/16/2018 5:28 PM dwg_signed permit set_20180320.pdf 5 304 rnair: Add Rectangle 04/16/2018 5:28 PM dwg_signed permit set_20180320.pdf 5 305 rnair: Add Rectangle 04/16/2018 5:28 PM dwg_signed permit set_20180320.pdf 5 Message Date Time Document Page Label 306 rnair: Edit Rectangle 04/16/2018 5:29 PM dwg_signed permit set_20180320.pdf 5 307 rnair: Add Typewritten Text 04/16/2018 5:29 PM dwg_signed permit set_20180320.pdf 5 308 rnair: Add Typewritten Text 04/16/2018 5:29 PM dwg_signed permit set_20180320.pdf 5 309 rnair: Edit Typewritten Text (PRIOR TO)04/16/2018 5:29 PM dwg_signed permit set_20180320.pdf 5 310 rnair: Add Typewritten Text 04/16/2018 5:29 PM dwg_signed permit set_20180320.pdf 5 311 rnair: Edit Typewritten Text (THE PAVING BY SOOS CREEK.)04/16/2018 5:30 PM dwg_signed permit set_20180320.pdf 5 312 rnair: Move Typewritten Text 04/16/2018 5:30 PM dwg_signed permit set_20180320.pdf 5 313 rnair: Add Rectangle 04/16/2018 5:30 PM dwg_signed permit set_20180320.pdf 5 314 rnair: Move Typewritten Text 04/16/2018 5:30 PM dwg_signed permit set_20180320.pdf 5 315 rnair: Move Typewritten Text 04/16/2018 5:30 PM dwg_signed permit set_20180320.pdf 5 316 rnair: Move Typewritten Text 04/16/2018 5:30 PM dwg_signed permit set_20180320.pdf 5 317 rnair: Edit Rectangle 04/16/2018 5:30 PM dwg_signed permit set_20180320.pdf 5 318 rnair: Move Typewritten Text 04/16/2018 5:31 PM dwg_signed permit set_20180320.pdf 5 Message Date Time Document Page Label 319 rnair: Add Rectangle 04/16/2018 5:31 PM dwg_signed permit set_20180320.pdf 5 320 rnair: Add Typewritten Text 04/16/2018 5:31 PM dwg_signed permit set_20180320.pdf 5 321 rnair: Set status to Finished 04/16/2018 5:31 PM 322 rnair: Set status to Reviewing 04/16/2018 5:34 PM 323 rnair: Add Text Box 04/16/2018 5:34 PM dwg_signed permit set_20180320.pdf 1 324 rnair: Edit Text Box 04/16/2018 5:34 PM dwg_signed permit set_20180320.pdf 1 325 rnair: Delete Text Box 04/16/2018 5:34 PM dwg_signed permit set_20180320.pdf 1 326 rnair: Add Approved - Planning 04/16/2018 5:37 PM dwg_signed permit set_20180320.pdf 1 327 rnair: Group Markups 04/16/2018 5:37 PM dwg_signed permit set_20180320.pdf 1 328 rnair: Set status to Finished 04/16/2018 5:37 PM 329 jcisneros: Left Session 04/16/2018 5:37 PM Planning Division |1055 South Grady Way – 6th Floor | Renton, WA 98057 (425) 430-7200••Section I: Project Information•••Section II: Bond Quantities Worksheets••Section II.a EROSION CONTROL (Stabilization/Erosion Sediment Control (ESC))•Section II.b TRANSPORTATION (Street and Site Improvements)•Section II.c DRAINAGE (Drainage and Stormwater Facilities): •Section II.d WATER - ONLY APPLICABLE IF WATER SERVICE IS PROVIDED BY CITY OF RENTON•Section II.e SANITARY SEWER - ONLY APPLICABLE IF SEWER SERVICE IS PROVIDED BY CITY OF RENTON••••••Section III. Bond Worksheet•BOND QUANTITY WORKSHEET INSTRUCTIONSThis worksheet is intended to be a "working" copy of the bond quantity worksheet, which will be used throughout all phases of the project, from initial submittal to project close-out approval. Submit this workbook, in its entirety, as follows:The following forms are to be completed by the engineer/developer/applicant as applicable to the project: The Bond Worksheet form will auto-calculate and auto-populate from the information provided in Section I and Section II.This section includes all pertinent information for the projectSection II contains a separate spreadsheet TAB for each of the following specialties: (1) electronic copy (.xlsx format) and (1) hard copy of the entire workbook for civil construction permit submittal. Hard copies are to be included as part of the Technical Information Report (TIR).(1) electronic copy (.xlsx format) and (1) hard copy of the entire workbook for final close-out submittal.This section must be completed in its entiretyInformation from this section auto-populates to all other relevant areas of the workbookThis section calculates the required Permit Bond for construction permit issuance as well as the required Maintenance Bond for project close-out submittals to release the permit bond on a project. All unit prices include labor, equipment, materials, overhead and profit. Complete the 'Quantity' columns for each of the appropriate section(s). Include existing Right-of-Way (ROW), Future Public Improvements and Private Improvements.The 'Quantity Remaining' column is only to be used when a project is under construction. The City allows one (1) bond reduction during the life of the project with the exception of the maintenance period reduction.Excel will auto-calculate and auto-populate the relevant fields and subtotals throughout the document. Only the 'Quantity' columns should need completing.Additional items not included in the lists can be added under the "write-in" sections. Provide a complete description, cost estimate and unit of measure for each write-in item. Note: Private improvements, with the exception of stormwater facilities, are not included in the bond amount calculation, but must be entered on the form. Stormwater facilities (public and private) are required to be included in the bond amount.Page 1 of 14Ref 8-H Bond Quantity WorksheetINSTRUCTIONSUnit Prices Updated: 06/14/2016Version: 04/26/2017Printed 3/20/2018 CED Permit #:UnitReference #PriceUnitQuantity CostBackfill & compaction-embankmentESC-16.50$ CY Check dams, 4" minus rockESC-2SWDM 5.4.6.380.00$ Each Catch Basin ProtectionESC-335.50$ Each702,485.00Crushed surfacing 1 1/4" minusESC-4WSDOT 9-03.9(3)95.00$ CY DitchingESC-59.00$ CY Excavation-bulkESC-62.00$ CY Fence, siltESC-7SWDM 5.4.3.11.50$ LF Fence, Temporary (NGPE)ESC-81.50$ LF Geotextile FabricESC-92.50$ SY Hay Bale Silt TrapESC-100.50$ Each HydroseedingESC-11SWDM 5.4.2.40.80$ SY Interceptor Swale / DikeESC-121.00$ LF Jute MeshESC-13SWDM 5.4.2.23.50$ SY Level SpreaderESC-141.75$ LF Mulch, by hand, straw, 3" deepESC-15SWDM 5.4.2.12.50$ SY Mulch, by machine, straw, 2" deepESC-16SWDM 5.4.2.12.00$ SY Piping, temporary, CPP, 6"ESC-1712.00$ LF Piping, temporary, CPP, 8"ESC-1814.00$ LF Piping, temporary, CPP, 12"ESC-1918.00$ LF Plastic covering, 6mm thick, sandbaggedESC-20SWDM 5.4.2.34.00$ SY Rip Rap, machine placed; slopesESC-21WSDOT 9-13.1(2)45.00$ CY Rock Construction Entrance, 50'x15'x1'ESC-22SWDM 5.4.4.11,800.00$ Each Rock Construction Entrance, 100'x15'x1'ESC-23SWDM 5.4.4.13,200.00$ Each Sediment pond riser assemblyESC-24SWDM 5.4.5.22,200.00$ Each Sediment trap, 5' high berm ESC-25SWDM 5.4.5.119.00$ LF Sed. trap, 5' high, riprapped spillway berm section ESC-26SWDM 5.4.5.170.00$ LF Seeding, by handESC-27SWDM 5.4.2.41.00$ SY Sodding, 1" deep, level groundESC-28SWDM 5.4.2.58.00$ SY Sodding, 1" deep, sloped groundESC-29SWDM 5.4.2.510.00$ SY TESC SupervisorESC-30110.00$ HR384,180.00Water truck, dust controlESC-31SWDM 5.4.7140.00$ HR385,320.00UnitReference #PriceUnitQuantity Cost EROSION/SEDIMENT SUBTOTAL:11,985.00SALES TAX @ 10%1,198.50EROSION/SEDIMENT TOTAL:13,183.50(A)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR EROSION & SEDIMENT CONTROLDescription No.(A)WRITE-IN-ITEMS Page 3 of 14Ref 8-H Bond Quantity WorksheetSECTION II.a EROSION_CONTROLUnit Prices Updated: 06/14/2016Version: 04/26/2017Printed 3/20/2018 CED Permit #:ExistingFuture PublicPrivateRight-of-WayImprovementsImprovements(D) (E)DescriptionNo. Unit PriceUnitQuant.CostQuant.CostQuant.CostQuant.CostGENERAL ITEMS Backfill & Compaction- embankmentGI-16.00$ CYBackfill & Compaction- trenchGI-29.00$ CY652558,725.00Clear/Remove Brush, by hand (SY)GI-31.00$ SYBollards - fixedGI-4240.74$ EachBollards - removableGI-5452.34$ EachClearing/Grubbing/Tree RemovalGI-610,000.00$ AcreExcavation - bulkGI-72.00$ CYExcavation - TrenchGI-85.00$ CY668133,405.00Fencing, cedar, 6' highGI-920.00$ LFFencing, chain link, 4'GI-1038.31$ LFFencing, chain link, vinyl coated, 6' highGI-1120.00$ LFFencing, chain link, gate, vinyl coated, 20' GI-121,400.00$ EachFill & compact - common barrowGI-1325.00$ CYFill & compact - gravel baseGI-1427.00$ CYFill & compact - screened topsoilGI-1539.00$ CYGabion, 12" deep, stone filled mesh GI-1665.00$ SYGabion, 18" deep, stone filled mesh GI-1790.00$ SYGabion, 36" deep, stone filled meshGI-18150.00$ SYGrading, fine, by handGI-192.50$ SYGrading, fine, with graderGI-202.00$ SYMonuments, 3' LongGI-21250.00$ EachSensitive Areas SignGI-227.00$ EachSodding, 1" deep, sloped groundGI-238.00$ SYSurveying, line & gradeGI-24850.00$ Day2017,000.00Surveying, lot location/linesGI-251,800.00$ Acre2036,000.00Topsoil Type A (imported)GI-2628.50$ CYTraffic control crew ( 2 flaggers )GI-27120.00$ HR1280153,600.00Trail, 4" chipped woodGI-288.00$ SYTrail, 4" crushed cinderGI-299.00$ SYTrail, 4" top courseGI-3012.00$ SYConduit, 2"GI-315.00$ LFWall, retaining, concreteGI-3255.00$ SFWall, rockeryGI-3315.00$ SFSUBTOTAL THIS PAGE:298,730.00(B)(C)(D)(E)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR STREET AND SITE IMPROVEMENTSQuantity Remaining (Bond Reduction) (B)(C)Page 4 of 14Ref 8-H Bond Quantity WorksheetSECTION II.b TRANSPORTATIONUnit Prices Updated: 06/14/2016Version: 04/26/2017Printed 3/20/2018 CED Permit #:ExistingFuture PublicPrivateRight-of-WayImprovementsImprovements(D) (E)DescriptionNo. Unit PriceUnitQuant.CostQuant.CostQuant.CostQuant.CostSITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR STREET AND SITE IMPROVEMENTSQuantity Remaining (Bond Reduction) (B)(C)ROAD IMPROVEMENT/PAVEMENT/SURFACINGAC Grinding, 4' wide machine < 1000syRI-130.00$ SYAC Grinding, 4' wide machine 1000-2000syRI-216.00$ SYAC Grinding, 4' wide machine > 2000syRI-310.00$ SY24422244,220.00AC Removal/DisposalRI-435.00$ SY24422854,770.00Barricade, Type III ( Permanent )RI-556.00$ LFGuard RailRI-630.00$ LFCurb & Gutter, rolledRI-717.00$ LFCurb & Gutter, verticalRI-812.50$ LF2002,500.00Curb and Gutter, demolition and disposalRI-918.00$ LF2003,600.00Curb, extruded asphaltRI-105.50$ LFCurb, extruded concreteRI-117.00$ LFSawcut, asphalt, 3" depthRI-121.85$ LFSawcut, concrete, per 1" depthRI-133.00$ LFSealant, asphaltRI-142.00$ LFShoulder, gravel, 4" thickRI-1515.00$ SYSidewalk, 4" thickRI-1638.00$ SYSidewalk, 4" thick, demolition and disposalRI-1732.00$ SYSidewalk, 5" thickRI-1841.00$ SYSidewalk, 5" thick, demolition and disposalRI-1940.00$ SYSign, Handicap RI-2085.00$ EachStriping, per stallRI-217.00$ EachStriping, thermoplastic, ( for crosswalk )RI-223.00$ SFStriping, 4" reflectorized lineRI-230.50$ LFAdditional 2.5" Crushed SurfacingRI-243.60$ SYHMA 1/2" Overlay 1.5" RI-2514.00$ SYHMA 1/2" Overlay 2"RI-2618.00$ SY20100361,800.00HMA Road, 2", 4" rock, First 2500 SYRI-2728.00$ SYHMA Road, 2", 4" rock, Qty. over 2500SYRI-2821.00$ SYHMA Road, 4", 6" rock, First 2500 SYRI-2945.00$ SY2500112,500.00HMA Road, 4", 6" rock, Qty. over 2500 SYRI-3037.00$ SY182367,451.00HMA Road, 4", 4.5" ATBRI-3138.00$ SYGravel Road, 4" rock, First 2500 SYRI-3215.00$ SYGravel Road, 4" rock, Qty. over 2500 SYRI-3310.00$ SYThickened EdgeRI-348.60$ LFSUBTOTAL THIS PAGE:1,646,841.00(B)(C)(D)(E)Page 5 of 14Ref 8-H Bond Quantity WorksheetSECTION II.b TRANSPORTATIONUnit Prices Updated: 06/14/2016Version: 04/26/2017Printed 3/20/2018 CED Permit #:ExistingFuture PublicPrivateRight-of-WayImprovementsImprovements(D) (E)DescriptionNo. Unit PriceUnitQuant.CostQuant.CostQuant.CostQuant.CostSITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR STREET AND SITE IMPROVEMENTSQuantity Remaining (Bond Reduction) (B)(C)PARKING LOT SURFACINGNo.2" AC, 2" top course rock & 4" borrowPL-121.00$ SY2" AC, 1.5" top course & 2.5" base coursePL-228.00$ SY4" select borrowPL-35.00$ SY1.5" top course rock & 2.5" base coursePL-414.00$ SYSUBTOTAL PARKING LOT SURFACING:(B)(C)(D)(E)LANDSCAPING & VEGETATIONNo.Street TreesLA-1Median LandscapingLA-2Right-of-Way LandscapingLA-3Wetland LandscapingLA-4SUBTOTAL LANDSCAPING & VEGETATION:(B)(C)(D)(E)TRAFFIC & LIGHTINGNo.SignsTR-1Street Light System ( # of Poles)TR-2Traffic SignalTR-3Traffic Signal ModificationTR-4SUBTOTAL TRAFFIC & LIGHTING:(B)(C)(D)(E)WRITE-IN-ITEMSSUBTOTAL WRITE-IN ITEMS:STREET AND SITE IMPROVEMENTS SUBTOTAL:1,945,571.00SALES TAX @ 10%194,557.10STREET AND SITE IMPROVEMENTS TOTAL:2,140,128.10(B)(C)(D)(E)Page 6 of 14Ref 8-H Bond Quantity WorksheetSECTION II.b TRANSPORTATIONUnit Prices Updated: 06/14/2016Version: 04/26/2017Printed 3/20/2018 CED Permit #:ExistingFuture PublicPrivateRight-of-WayImprovementsImprovements(D) (E)DescriptionNo. Unit PriceUnitQuant.CostQuant.CostQuant.CostQuant.CostDRAINAGE (CPE = Corrugated Polyethylene Pipe, N12 or Equivalent) For Culvert prices, Average of 4' cover was assumed. Assume perforated PVC is same price as solid pipe.) Access Road, R/DD-126.00$ SY* (CBs include frame and lid)BeehiveD-290.00$ EachThrough-curb Inlet FrameworkD-3400.00$ EachCB Type ID-41,500.00$ EachCB Type ILD-51,750.00$ EachCB Type II, 48" diameterD-62,300.00$ Each for additional depth over 4' D-7480.00$ FTCB Type II, 54" diameterD-82,500.00$ Each for additional depth over 4'D-9495.00$ FTCB Type II, 60" diameterD-102,800.00$ Each for additional depth over 4'D-11600.00$ FTCB Type II, 72" diameterD-126,000.00$ Each for additional depth over 4'D-13850.00$ FTCB Type II, 96" diameterD-1414,000.00$ Each for additional depth over 4'D-15925.00$ FTTrash Rack, 12"D-16350.00$ EachTrash Rack, 15"D-17410.00$ EachTrash Rack, 18"D-18480.00$ EachTrash Rack, 21"D-19550.00$ EachCleanout, PVC, 4"D-20150.00$ EachCleanout, PVC, 6"D-21170.00$ EachCleanout, PVC, 8"D-22200.00$ EachCulvert, PVC, 4" D-2310.00$ LFCulvert, PVC, 6" D-2413.00$ LFCulvert, PVC, 8" D-2515.00$ LFCulvert, PVC, 12" D-2623.00$ LFCulvert, PVC, 15" D-2735.00$ LFCulvert, PVC, 18" D-2841.00$ LFCulvert, PVC, 24"D-2956.00$ LFCulvert, PVC, 30" D-3078.00$ LFCulvert, PVC, 36" D-31130.00$ LFCulvert, CMP, 8"D-3219.00$ LFCulvert, CMP, 12"D-3329.00$ LFSUBTOTAL THIS PAGE:(B)(C)(D)(E)Quantity Remaining (Bond Reduction) (B)(C)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR DRAINAGE AND STORMWATER FACILITIESPage 7 of 14Ref 8-H Bond Quantity WorksheetSECTION II.c DRAINAGEUnit Prices Updated: 06/14/2016Version: 04/26/2017Printed 3/20/2018 CED Permit #:ExistingFuture PublicPrivateRight-of-WayImprovementsImprovements(D) (E)DescriptionNo. Unit PriceUnitQuant.CostQuant.CostQuant.CostQuant.CostQuantity Remaining (Bond Reduction) (B)(C)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR DRAINAGE AND STORMWATER FACILITIESDRAINAGE (Continued)Culvert, CMP, 15"D-3435.00$ LFCulvert, CMP, 18"D-3541.00$ LFCulvert, CMP, 24"D-3656.00$ LFCulvert, CMP, 30"D-3778.00$ LFCulvert, CMP, 36"D-38130.00$ LFCulvert, CMP, 48"D-39190.00$ LFCulvert, CMP, 60"D-40270.00$ LFCulvert, CMP, 72"D-41350.00$ LFCulvert, Concrete, 8"D-4242.00$ LFCulvert, Concrete, 12"D-4348.00$ LFCulvert, Concrete, 15"D-4478.00$ LFCulvert, Concrete, 18"D-4548.00$ LFCulvert, Concrete, 24"D-4678.00$ LFCulvert, Concrete, 30"D-47125.00$ LFCulvert, Concrete, 36"D-48150.00$ LFCulvert, Concrete, 42"D-49175.00$ LFCulvert, Concrete, 48"D-50205.00$ LFCulvert, CPE Triple Wall, 6" D-5114.00$ LFCulvert, CPE Triple Wall, 8" D-5216.00$ LFCulvert, CPE Triple Wall, 12" D-5324.00$ LFCulvert, CPE Triple Wall, 15" D-5435.00$ LFCulvert, CPE Triple Wall, 18" D-5541.00$ LFCulvert, CPE Triple Wall, 24" D-5656.00$ LFCulvert, CPE Triple Wall, 30" D-5778.00$ LFCulvert, CPE Triple Wall, 36" D-58130.00$ LFCulvert, LCPE, 6"D-5960.00$ LFCulvert, LCPE, 8"D-6072.00$ LFCulvert, LCPE, 12"D-6184.00$ LFCulvert, LCPE, 15"D-6296.00$ LFCulvert, LCPE, 18"D-63108.00$ LFCulvert, LCPE, 24"D-64120.00$ LFCulvert, LCPE, 30"D-65132.00$ LFCulvert, LCPE, 36"D-66144.00$ LFCulvert, LCPE, 48"D-67156.00$ LFCulvert, LCPE, 54"D-68168.00$ LFSUBTOTAL THIS PAGE:(B)(C)(D)(E)Page 8 of 14Ref 8-H Bond Quantity WorksheetSECTION II.c DRAINAGEUnit Prices Updated: 06/14/2016Version: 04/26/2017Printed 3/20/2018 CED Permit #:ExistingFuture PublicPrivateRight-of-WayImprovementsImprovements(D) (E)DescriptionNo. Unit PriceUnitQuant.CostQuant.CostQuant.CostQuant.CostQuantity Remaining (Bond Reduction) (B)(C)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR DRAINAGE AND STORMWATER FACILITIESDRAINAGE (Continued)Culvert, LCPE, 60"D-69180.00$ LFCulvert, LCPE, 72"D-70192.00$ LFCulvert, HDPE, 6"D-7142.00$ LFCulvert, HDPE, 8"D-7242.00$ LFCulvert, HDPE, 12"D-7374.00$ LFCulvert, HDPE, 15"D-74106.00$ LFCulvert, HDPE, 18"D-75138.00$ LFCulvert, HDPE, 24"D-76221.00$ LFCulvert, HDPE, 30"D-77276.00$ LFCulvert, HDPE, 36"D-78331.00$ LFCulvert, HDPE, 48"D-79386.00$ LFCulvert, HDPE, 54"D-80441.00$ LFCulvert, HDPE, 60"D-81496.00$ LFCulvert, HDPE, 72"D-82551.00$ LFPipe, Polypropylene, 6"D-8384.00$ LFPipe, Polypropylene, 8"D-8489.00$ LFPipe, Polypropylene, 12"D-8595.00$ LFPipe, Polypropylene, 15"D-86100.00$ LFPipe, Polypropylene, 18"D-87106.00$ LFPipe, Polypropylene, 24"D-88111.00$ LFPipe, Polypropylene, 30"D-89119.00$ LFPipe, Polypropylene, 36"D-90154.00$ LFPipe, Polypropylene, 48"D-91226.00$ LFPipe, Polypropylene, 54"D-92332.00$ LFPipe, Polypropylene, 60"D-93439.00$ LFPipe, Polypropylene, 72"D-94545.00$ LFCulvert, DI, 6"D-9561.00$ LFCulvert, DI, 8"D-9684.00$ LFCulvert, DI, 12"D-97106.00$ LFCulvert, DI, 15"D-98129.00$ LFCulvert, DI, 18"D-99152.00$ LFCulvert, DI, 24"D-100175.00$ LFCulvert, DI, 30"D-101198.00$ LFCulvert, DI, 36"D-102220.00$ LFCulvert, DI, 48"D-103243.00$ LFCulvert, DI, 54"D-104266.00$ LFCulvert, DI, 60"D-105289.00$ LFCulvert, DI, 72"D-106311.00$ LFSUBTOTAL THIS PAGE:(B)(C)(D)(E)Page 9 of 14Ref 8-H Bond Quantity WorksheetSECTION II.c DRAINAGEUnit Prices Updated: 06/14/2016Version: 04/26/2017Printed 3/20/2018 CED Permit #:ExistingFuture PublicPrivateRight-of-WayImprovementsImprovements(D) (E)DescriptionNo. Unit PriceUnitQuant.CostQuant.CostQuant.CostQuant.CostQuantity Remaining (Bond Reduction) (B)(C)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR DRAINAGE AND STORMWATER FACILITIESSpecialty Drainage ItemsDitching SD-19.50$ CYFlow Dispersal Trench (1,436 base+)SD-328.00$ LF French Drain (3' depth)SD-426.00$ LFGeotextile, laid in trench, polypropyleneSD-53.00$ SYMid-tank Access Riser, 48" dia, 6' deepSD-62,000.00$ EachPond Overflow SpillwaySD-716.00$ SYRestrictor/Oil Separator, 12"SD-81,150.00$ EachRestrictor/Oil Separator, 15"SD-91,350.00$ EachRestrictor/Oil Separator, 18"SD-101,700.00$ EachRiprap, placedSD-1142.00$ CYTank End Reducer (36" diameter)SD-121,200.00$ EachInfiltration pond testingSD-13125.00$ HRPermeable PavementSD-14Permeable Concrete SidewalkSD-15Culvert, Box __ ft x __ ftSD-16SUBTOTAL SPECIALTY DRAINAGE ITEMS:(B)(C)(D)(E)STORMWATER FACILITIES (Include Flow Control and Water Quality Facility Summary Sheet and Sketch)Detention PondSF-1Each Detention TankSF-2Each Detention VaultSF-3Each Infiltration PondSF-4Each Infiltration TankSF-5Each Infiltration VaultSF-6Each Infiltration TrenchesSF-7Each Basic Biofiltration SwaleSF-8Each Wet Biofiltration SwaleSF-9Each WetpondSF-10Each WetvaultSF-11Each Sand FilterSF-12Each Sand Filter VaultSF-13Each Linear Sand FilterSF-14Each Proprietary FacilitySF-15Each Bioretention FacilitySF-16Each SUBTOTAL STORMWATER FACILITIES:(B)(C)(D)(E)Page 10 of 14Ref 8-H Bond Quantity WorksheetSECTION II.c DRAINAGEUnit Prices Updated: 06/14/2016Version: 04/26/2017Printed 3/20/2018 CED Permit #:ExistingFuture PublicPrivateRight-of-WayImprovementsImprovements(D) (E)DescriptionNo. Unit PriceUnitQuant.CostQuant.CostQuant.CostQuant.CostQuantity Remaining (Bond Reduction) (B)(C)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR DRAINAGE AND STORMWATER FACILITIESWRITE-IN-ITEMS (INCLUDE ON-SITE BMPs)WI-1WI-2WI-3WI-4WI-5WI-6WI-7WI-8WI-9WI-10WI-11WI-12WI-13WI-14WI-15SUBTOTAL WRITE-IN ITEMS:DRAINAGE AND STORMWATER FACILITIES SUBTOTAL:SALES TAX @ 10%DRAINAGE AND STORMWATER FACILITIES TOTAL:(B) (C) (D) (E)Page 11 of 14Ref 8-H Bond Quantity WorksheetSECTION II.c DRAINAGEUnit Prices Updated: 06/14/2016Version: 04/26/2017Printed 3/20/2018 CED Permit #:ExistingFuture PublicPrivateRight-of-WayImprovementsImprovements(D) (E)DescriptionNo. Unit PriceUnitQuant.CostQuant.CostQuant.CostQuant.CostConnection to Existing WatermainW-12,000.00$ EachDuctile Iron Watermain, CL 52, 4 Inch DiameterW-250.00$ LFDuctile Iron Watermain, CL 52, 6 Inch DiameterW-356.00$ LFDuctile Iron Watermain, CL 52, 8 Inch DiameterW-460.00$ LFDuctile Iron Watermain, CL 52, 10 Inch DiameterW-570.00$ LFDuctile Iron Watermain, CL 52, 12 Inch DiameterW-680.00$ LFGate Valve, 4 inch DiameterW-7500.00$ EachGate Valve, 6 inch DiameterW-8700.00$ EachGate Valve, 8 Inch DiameterW-9800.00$ EachGate Valve, 10 Inch DiameterW-101,000.00$ EachGate Valve, 12 Inch DiameterW-111,200.00$ EachFire Hydrant AssemblyW-124,000.00$ EachPermanent Blow-Off AssemblyW-131,800.00$ EachAir-Vac Assembly, 2-Inch DiameterW-142,000.00$ EachAir-Vac Assembly, 1-Inch DiameterW-151,500.00$ EachCompound Meter Assembly 3-inch DiameterW-168,000.00$ EachCompound Meter Assembly 4-inch DiameterW-179,000.00$ EachCompound Meter Assembly 6-inch DiameterW-1810,000.00$ EachPressure Reducing Valve Station 8-inch to 10-inchW-1920,000.00$ EachWATER SUBTOTAL:SALES TAX @ 10%WATER TOTAL:(B) (C) (D) (E)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR WATERQuantity Remaining (Bond Reduction) (B)(C)Page 12 of 14Ref 8-H Bond Quantity WorksheetSECTION II.d WATERUnit Prices Updated: 06/14/2016Version: 04/26/2017Printed 3/20/2018 CED Permit #:ExistingFuture PublicPrivateRight-of-WayImprovementsImprovements(D) (E)DescriptionNo. Unit PriceUnitQuant.CostQuant.CostQuant.CostQuant.CostClean OutsSS-11,000.00$ EachGrease Interceptor, 500 gallonSS-28,000.00$ EachGrease Interceptor, 1000 gallonSS-310,000.00$ EachGrease Interceptor, 1500 gallonSS-415,000.00$ EachSide Sewer Pipe, PVC. 4 Inch DiameterSS-580.00$ LFSide Sewer Pipe, PVC. 6 Inch DiameterSS-695.00$ LFSewer Pipe, PVC, 8 inch DiameterSS-7105.00$ LFSewer Pipe, PVC, 12 Inch DiameterSS-8120.00$ LFSewer Pipe, DI, 8 inch DiameterSS-9115.00$ LFSewer Pipe, DI, 12 Inch DiameterSS-10130.00$ LFManhole, 48 Inch DiameterSS-116,000.00$ EachManhole, 54 Inch DiameterSS-136,500.00$ EachManhole, 60 Inch DiameterSS-157,500.00$ EachManhole, 72 Inch DiameterSS-178,500.00$ EachManhole, 96 Inch DiameterSS-1914,000.00$ EachPipe, C-900, 12 Inch DiameterSS-21180.00$ LFOutside DropSS-241,500.00$ LSInside DropSS-251,000.00$ LSSewer Pipe, PVC, ____ Inch DiameterSS-26Lift Station (Entire System)SS-27LSSANITARY SEWER SUBTOTAL:SALES TAX @ 10%SANITARY SEWER TOTAL:(B) (C) (D) (E)SITE IMPROVEMENT BOND QUANTITY WORKSHEETFOR SANITARY SEWERQuantity Remaining (Bond Reduction) (B)(C)Page 13 of 14Ref 8-H Bond Quantity WorksheetSECTION II.e SANITARY SEWERUnit Prices Updated: 06/14/2016Version: 04/26/2017Printed 3/20/2018 Planning Division |1055 South Grady Way – 6th Floor | Renton, WA 98057 (425) 430-7200Date:Name:Project Name: PE Registration No:CED Plan # (LUA):Firm Name:CED Permit # (U):Firm Address:Site Address:Phone No.Parcel #(s):Email Address:Project Phase: Site Restoration/Erosion Sediment Control Subtotal (a)Existing Right-of-Way Improvements Subtotal (b)(b)2,140,128.10$ Future Public Improvements Subtotal(c)-$ Stormwater & Drainage Facilities (Public & Private) Subtotal(d)(d)-$ (e)(f)Site RestorationCivil Construction PermitMaintenance Bond428,025.62$ Bond Reduction2Construction Permit Bond Amount 3Minimum Bond Amount is $10,000.001 Estimate Only - May involve multiple and variable components, which will be established on an individual basis by Development Engineering.2 The City of Renton allows one request only for bond reduction prior to the maintenance period. Reduction of not more than 70% of the original bond amount, provided that the remaining 30% willcover all remaining items to be constructed. 3 Required Bond Amounts are subject to review and modification by Development Engineering.* Note: The word BOND as used in this document means any financial guarantee acceptable to the City of Renton.** Note: All prices include labor, equipment, materials, overhead and profit. EST1((b) + (c) + (d)) x 20%-$ MAINTENANCE BOND */**(after final acceptance of construction)13,183.50$ 2,140,128.10$ 3,210,192.15$ 13,183.50$ -$ -$ -$ 3,223,375.65$ P (a) x 100%SITE IMPROVEMENT BOND QUANTITY WORKSHEET BOND CALCULATIONS3/19/2018Chris SchmidtPE Registration No.StantecR((b x 150%) + (d x 100%))S(e) x 150% + (f) x 100%Bond Reduction: Existing Right-of-Way Improvements (Quantity Remaining)2Bond Reduction: Stormwater & Drainage Facilities (Quantity Remaining)2T(P +R - S)Prepared by:Project InformationCONSTRUCTION BOND AMOUNT */**(prior to permit issuance)(425) 289-7315Chris.Schmidt@stantec.comCascade Hills, Phase 3 AC Water Main Replacement FOR APPROVAL 11130 NE 33rd Place, Bellevue, WA 98004Page 14 of 14Ref 8-H Bond Quantity WorksheetSECTION III. BOND WORKSHEETUnit Prices Updated: 06/14/2016Version: 04/26/2017Printed 3/20/2018 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Page 1 of 5 | Published: 01/24/2017 Planning Division | 1055 South Grady Way, 6 th Floor | Renton, WA 98057 | 425-430-7200 CIVIL CONSTRUCTION PERMIT APPLICATION Published: 01/24/2017 1.Fill out Civil Construction Permit Application form and Project Cost Estimate. 2.Schedule an Intake Meeting with the assigned City Development Engineer. 3.The following items are all required at the First Intake meeting: ☐ ☐ ☐ ☐ ☐ ☐ ☐ One (1) Civil Construction Permit Application One (1) Copy of the Intake Checklist Three (3) Full Size (22” x 34”) Complete Sets of Plans One (1) Complete Technical Information Report (TIR) One (1) Electronic Copy of the Bond Quantity Worksheet (.xlsx format) One (1) Complete Electronic Copy of All Plans, Complete TIR, and all supporting reports and studies Draft copy of easement and/or right-of-way dedication documents (note: not applicable to plats; documents will be recorded at project close-out) 4.Upon completion of a successful and complete intake, the City has accepted the submitted materials for review and the first review cycle has begun. The City reviewers will evaluate your plans for compliance with development standards, applicable codes and regulations, and satisfaction of Land Use Decision conditions as applicable to the civil construction permit. Note: The Applicant has the option to schedule an informal pre-screen meeting prior to preparing the required number of copies for the formal intake meeting. Applicants should coordinate with the assigned City Development Engineer to determine if a pre-screen meeting is appropriate for their project. One complete copy of the application package (including all items noted above) is required for informal review by the City Development Engineer. Please allow approximately 45 minutes for the application screening. Specific Code Section(s) related to this document RMC Ch 4-6 Street and Utility Standards RMC Ch 4-8 Permits – General and Appeals Additional Design Resources and City Standards City of Renton Surface Water Design Manual (RSWDM) City of Renton Standard Details Development Engineering Forms Planning Division | 1055 South Grady Way, 6th Floor | Renton, WA 98057 | 425-430-7200 Website: rentonwa.gov N/A N/A DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Page 2 of 5 | Published: 01/24/2017 CIVIL CONSTRUCTION PERMIT APPLICATION Applicant Information Name: Address: City: State: Zip: Phone: Email: Engineer Information Firm: Address City: State: Zip: Contact: Phone: Email: Earthwork and Clearing Earthwork Volumes (cubic yards) Cut: Fill: Total: Total Site Area (SF): Area of Site Disturbance Acres: SF: (If more than 1 acre, NPDES Permit Required) Property Owner Information Name: Address: City: State: Zip: Phone: Email: Public Improvements Utilities Improvements (check all that apply): ☐ Water ☐ Wastewater ☐ Stormwater If not a City of Renton Utility, list provider jurisdiction and service (i.e. Soos Creek Water & Sewer District): Streets Improvements (check all that apply): ☐ Curb/Gutter ☐ Sidewalk ☐ Planter Strip ☐ Street Lights ☐ Street Trees ☐ Roadway If any right-of-way is not owned by the City of Renton, list the jurisdiction (i.e. King County, WSDOT): Project Name: Project Address/Location: Parcel #(s): Description of Project: Related Permit(s): LUA#: B#: PRE#: Type of Construction: ☐ Short Plat (9 or fewer lots) ☐ Subdivision (10+ Lots) ☐ Commercial / Multi-Family ☐ Tenant Improvement ☐ Addition to Existing - Approximate Value of Addition: $ ☐ Clear and Grade & TESC Only Planning Division | 1055 South Grady Way, 6th Floor | Renton, WA 98057 | 425-430-7200 Website: rentonwa.gov CIVIL CONSTRUCTION PERMIT APPLICATION Page 4 of 5 | Published: 01/24/2017 Intake Checklist Use the following checklist as a guide to prepare the permit submittal package. The applicant should contact the assigned City Development Engineer if there are any questions regarding submittal requirements. Marking an item as “Not Applicable” or “N/A”, without acceptable justification, may result in the submittal being rejected at Intake. Plans Organize the plans such that they are separated into type of improvement and drawing order. Each improvement type should include all plans, profiles, notes, sections, details, schedules, diagrams, etc. for that facility. All plans shall be designed in accordance with the City of Renton “Construction Plan Drafting Standards” as required per RMC 4-8-120. The required order of drawings is as follows: Included N/A All Plans Required Unless Waived by City Staff _____ Cover Sheet _____ Sheet Index (If not on the Cover Sheet) _____ Existing Conditions/Topography Plan _____ Horizontal Control Plan _____ Site Plan _____ Temporary Erosion and Sediment Control Plan _____ Grading Plan (may be combined with Temporary Erosion and Sediment Control Plan or Storm Drainage Plan) _____ Conceptual Structural/Retaining Wall and/or Detention Vault Plans Associated with Civil Improvements _____ Composite Utility Plan _____ Road/Paving/Storm Drainage Plan and Profiles (Large Projects May Require Separate Street Improvement and Storm Drainage Plans) _____ Wastewater and Water Utility Plan and Profiles(Large Projects May Require Separate Wastewater and Water Plans) _____ Plumbing Plan [Commercial/Industrial] – For informational purposes only _____ City Standard Details (Organized by Private vs. Public) _____ Street Lighting Plan and Details _____ Traffic Signals Plan and Details _____ Signing and Channelization Plan and Details _____ Landscaping Plan and Details _____ Tree Retention/Land Clearing (Tree Inventory) Plan _____ Wetland or Stream Mitigation Plan _____ Miscellaneous Plans (Structural, Architectural, etc.) CIVIL CONSTRUCTION PERMIT APPLICATION (END OF DOCUMENT) Page 5 of 5 | Published: 01/24/2017 Technical Information Report The Technical Information Report (TIR) shall be a complete report in accordance with the current Surface Water Design Manual adopted by the City. Each section of the report shall be clearly identified and all supporting documents clearly indexed within the report. Included TIR shall Include the Following Items as detailed in the Surface Water Manual Section 1: Project Overview •Figure 1 – TIR Worksheet •Figure 2 – Site Location •Figure 3 – Drainage Basins, Sub-basins and Site Characteristics o Show acreage and boundaries of sub-basins o Identify all site characteristics o Show existing discharge points to and from the site o Show routes of existing, construction, and future flows at all discharge points and downstream hydraulic structures o Topographic map as a base for the figure comparable to USGS or better. Show (and cite) the length of travel from the farthest upstream end of the proposed storm system in the development to any proposed flow control facility. •Figure 4 – Soils (Show the soils within the following areas): o The project site o The area draining to the site o The drainage system downstream of the site for the distance of the downstream analysis Section 2: Conditions and Requirements Summary Section 3: Off-Site Analysis •Task 1: Study Area Definition and Maps •Task 2: Resource Review •Task 3: Field Inspection •Task 4: Drainage System Description and Problem Descriptions •Task 5: Mitigation of Existing or Potential Problems Section 4: Flow Control, Low Impact Development (LID), and Water Quality Facility Analysis and Design •Existing Site Hydrology (Part A) – Topographical map with listed site information •Developed Site Hydrology (Part B) – Data/narrative for developed site conditions •Performance Standards (Part C) – Summarize flow control and On-Site BMPs •Flow Control System (Part D) – Illustrative sketch and documentation •Water Quality System (Part E) – Illustrative sketch and documentation Section 5: Conveyance System Analysis and Design Section 6: Special Reports and Studies (Geotechnical Reports, Wetlands Reports, Floodplains Analysis, etc.) Section 7: Other Permits (Special Use, WSDOT, DOE Permit with WAR #, etc.) Section 8: CSWPPP Analysis and Design •ESC Plan Analysis and Design (Part A) •SWPPS Plan Design (Part B) Section 9: Bond Quantities, Facility Summaries and Declaration of Covenant •City of Renton Bond Quantity Worksheet •Flow Control and Water Quality Facility Summary Sheet and Sketch •Declaration of Covenant for Privately Maintained Flow Control and Water Quality Facilities •Declaration of Covenant for Privately Maintained Flow Control BMPs Section 10: Operations and Maintenance Manual N/A: All work to be completed in the Right-of-Way