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Longridge Estates Section 2 - Digital Construction File
Overall Directions (Please note that some sample data can be found in the top cells of the data as noted in parentheses and italicized.) This spreadsheet is designed to be linked to the exported CAD files to provide accurate GIS information. There are two cell formulas embedded into the structure sheet for your use to ease calculations. Do not use ft or in symbols when filling out the tables Do not rename any of the column headings The sheet is set up to print multiple pages repeating top and/or left side columns as necessary. These can be adjusted as required. It is imperative that the structures and pipe runs be entered in the sheets in the same order. Structure Sheet Directions This sheet is set up to handle a maximum of 8 inverts into a structure Structure Number (XXX-STR_NU) -Your identifier number (attribute information in CAD). Structure Type (XXX_STR_TY)-Manhole, Beehive Inlet, Curb Inlet, Inlet, Catch Basin (regardles of casting type), End section Storm Structure BMP Type (STO_BMP_TY) - Populate ID from BMP Types Tab Top of Casting (TOP_OF_CAST)- Elevation at rim or top of casting Casting type (CAST_TYPE) - Neenah or Jordan Ironworks number Sump Inv (SUMP_INV)-Invert of sump Drop Manhole (DROP_MH_YN)- Yes/No Invert directions are calculated on 8 compass points Invert 1 will be N, if there is a North, and progress in a clockwise fashion In order N,NE,E,SE,S,SW,W,NW In the event that 2 inverts share the same direction, the shallowest invert shall be listed first In the event of a drop pipe, the shallowest invert shall be listed first It is suggested that pipe runs be separated by a blank row Structures may need to appear more than once if they are common to more than one profile (just copy the information as needed) As an example, str 104 is in the main profile and also the furthest downstream structure in a secondary run (this is usually the case when there are more than 3 inverts) The Top of casting for end sections should be shown as NA Pipe Sheet Directions Pipe runs must be listed in the same order as the structures including skipped lines Sheet must be filled out going from upstream to downstream Material- RCP, PVC, PE, DI only, class goes in next column Class- Class #, SDR-35, SDR-26 and so on Note: The formula for the avg. depth will have to be adjusted slightly for each pipe run. Note: The slope check formula can be used as an aid to verify slope and the entered invert values. It can be copied directly to the pipe slope column if necessary. Water Node WAT_NOD_ID - Unique feature ID NODE_TYPE - I.E. Valve, Reducer, Tee, Cross, Reducers, Corp Stops (Bends are not required) NODE_SUB_TYP - I.E. System (Valve), Hydrant (Valve), 6x6x6 DATE_INSTA - Date Installed - yyyy-mm-dd Water_Hydrant WAT_NOD_ID - Unique feature ID HYD_MAKE - Maufacturer of the Hydrant HYDR_MODEL - Model of the Hydrant HYDR_PUMSZ - Size of connection HYD_YEAR - Year of Hydrant make FDC - Fire Department Connection (Y/N) STORTZ - Stortz connection (Y/N) DATE_INSTA - Date Installed - yyyy-mm-dd Water Line FROM_NO_ID TO_NODE_ID PIPE_TYPE - I.E. Distribution MATER - I.E. DI for Ductile Iron DIAM - I.E. 6 PIPE_LEN - xxx.xx DATE_INSTA - Date Installed - yyyy-mm-dd BACKFIL_YN - Y or N for Yes or No BMP BMP Non Structure Tab - Populate ID (BMP_NON_ID) from BMP Types Tab (Optional) Row 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 SAN_STR_NU LR833 LR904 LR903 EX. 808 LR902 LR901 EX.810 LR812A LR812 LR900 EX.814 SAN_STR_TY MANHOLE MANHOLE MANHOLE MANHOLE MANHOLE MANHOLE MANHOLE MANHOLE MANHOLE MANHOLE MANHOLE TOP_OF_CAST 901.04 901.69 903.37 903.72 906.72 906.9 905.12 900.53 907.1 904.7 906.2 CAST_TYPE EJ 1022-2 EJ 1022-2 EJ 1022-2 EJ 1022-2 EJ 1022-2 EJ 1022-2 EJ 1022-2 EJ 1022-2 EJ 1022-2 EJ 1022-2 EJ 1022-2 DROP_MH_YN N N N Y N N N N N N N NUM_OF_INV 1 2 2 3 1 2 3 1 3 1 3 I1_INV_ELE 895.91 894.13 893.22 885.15 898.81 897.19 887.19 890.28 889.22 894.42 892.18 I1_DIR NE NE NE N N N E SW NE N N I1_DIA 8 8 8 8 8 8 8 8 8 8 8 I1_MAT PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC I2_INV_ELE 894.29 893.31 885.32 897.27 888.99 889.16 892.21 I2_DIR SW SW SE S S S NE I2_DIA 8 8 8 8 8 8 8 I2_MAT PVC PVC PVC PVC PVC PVC PVC I3_INV_ELE 892.32 887.12 889.02 892.37 I3_DIR SW W NW S I3_DIA 8 8 8 8 I3_MAT PVC PVC PVC PVC I4_INV_ELE I4_DIR I4_DIA I4_MAT I5_INV_ELE I5_DIR I5_DIA I5_MAT I6_INV_ELE I6_DIR I6_DIA I6_MAT I7_INV_ELE I7_DIR I7_DIA I7_MAT I8_INV_ELE I8_DIR I8_DIA I8_MAT Row 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 UPS_STR_ID LR833 LR904 LR903 EX.808 LR902 LR901 EX.810 LR812A LR812 LR900 EX.814 DOW_STR_ID LR904 LR903 EX.808 LR901 EX.810 LR812 EX.814 SLOPE 0.0046 0.44 0.6 0.49 2.14 0.43 0.54 DIAM 8 8 8 8 8 8 8 PIPE_LEN 355 188 150 315 383 247 379 MATER PVC PVC PVC PVC PVC PVC PVC PIPE_CLASS SDR35 SDR35 SDR35 SDR35 SDR35 SDR35 SDR35 LEN_GRA_FI 0 0 128 0 0 0 60 AVG_DEPTH 6.26500000000004 8.81000000000006 10.775 N/A 8.77000000000004 12.92 N/A 14.065 N/A 12.0550000000001 N/A UPST_INVER 895.91 894.13 893.22 898.81 897.19 890.28 894.42 DOWN_INVER 894.29 893.31 892.32 897.27 888.99 889.22 892.37 SLOPE_CHEC 4.56338028169015E-03 4.36170212765984E-03 5.99999999999985E-03 4.88888888888877E-03 2.14099216710184E-02 4.29149797570828E-03 5.40897097625318E-03 Row 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 STO_STR_NU 157 156 155 154 153 151 159 158 151 160 155 172 171 170 169 168 167 166 165 164 175 174 173 166 176 173 182 181 180 179 178 177 183 179 184 185 186 187 188 STO_STR_TY CURB INLET CURB INLET YARD INLET CURB INLET CURB INLET w/MH EX. YARD INLET CURB INLET CURB INLET EX. YARD INLET YARD INLET YARD INLET YARD INLET MANHOLE CURB INLET w/MH CURB INLET w/MH YARD INLET YARD INLET MANHOLE YARD INLET CONCRETE END SECTION YARD INLET CURB INLET w/MH DOUBLE CURB INLET MANHOLE DOUBLE CURB INLET DOUBLE CURB INLET YARD INLET MANHOLE DOUBLE CURB INLET CURB INLET w/MH MANHOLE CONCRETE END SECTION CURB INLET CURB INLET w/MH CONCRETE END SECTION CURB INLET w/MH CURB INLET w/MH MANHOLE CONCRETE END SECTION STO_BMP_TY TOP_OF_CAST 905.51 905.52 904.38 905.45 905.2 904.37 905.47 905.46 904.37 904.91 904.38 903.92 907.6 906.23 906.23 904.01 903.98 905.1 903.53 N/A 901.02 903.91 903.36 905.1 903.43 903.36 899.9 903.54 902.69 902.26 902.73 N/A 902.25 902.26 N/A 900.22 900.23 895.59 N/A CAST_TYPE R-4342 R-4342 R-4342 R-4342 R-4342 R-4342 R-4342 R-4342 R-4342 R-4342 R-4342 R-4342 R-4342 R-4342 R-4342 R-4342 R-4342 R-4342 R-4342 R-4342 R-4342 R-4342 R-4342 R-4342 R-4342 R-4342 R-4342 R-4342 R-4342 R-4342 R-4342 R-4342 R-4342 R-4342 R-4342 R-4342 R-4342 R-4342 R-4342 SUMP_INV NUM_OF_INV 1 2 3 2 2 3 1 2 3 1 3 1 2 2 2 2 2 3 2 1 1 2 3 3 1 3 1 2 2 3 2 1 1 3 1 2 2 2 1 I1_INV_ELE 902.56 901.76 901.14 900.92 900.6 900.26 902.04 901.62 900.6 901.66 901.14 900.9 900.01 899.79 899.61 898.53 898.12 897.14 896.41 895.93 899.17 898.19 897.9 897.14 899.97 897.9 897.82 897.18 896.98 896.79 896.33 895.91 898.25 896.79 895.89 894.88 894.34 890.24 885.44 I1_DIR E E N SE E SE SW NE NE S N W E SE NE NE SE NE SE NE S N NE NE W NE W E NE NE NE NW SE NE NW SE SE SE SE I1_DIA 12 15 12 21 21 24 12 12 15 12 12 12 12 12 15 15 18 21 24 24 12 12 15 21 12 15 12 12 12 18 21 21 12 18 27 27 27 27 27 I1_MAT RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP I2_INV_ELE 901.76 901.14 900.92 900.6 900.26 901.62 900.26 901.14 900.01 899.79 899.61 898.53 898.12 897.14 896.41 898.19 899.33 897.14 899.33 897.18 896.98 896.79 896.33 896.79 894.88 891.16 886.04 I2_DIR W E W NW W SW SE E NW SW SW NW NW SE SW SW E SE E SW SW SW SE SW NW NW NW I2_DIA 12 18 18 21 21 15 24 18 12 15 15 18 18 18 24 15 12 18 12 12 18 21 21 21 27 27 27 I2_MAT RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP I3_INV_ELE 901.14 900.6 900.26 901.14 897.14 897.9 897.14 897.9 897.31 897.31 I3_DIR W NW NW W NW SW NW SW NW NW I3_DIA 15 15 15 15 24 21 24 21 12 12 I3_MAT RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP I4_INV_ELE I4_DIR I4_DIA I4_MAT I5_INV_ELE I5_DIR I5_DIA I5_MAT I6_INV_ELE I6_DIR I6_DIA I6_MAT I7_INV_ELE I7_DIR I7_DIA I7_MAT I8_INV_ELE I8_DIR I8_DIA I8_MAT Row 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 UPS_STR_ID 157 156 155 154 153 151 159 158 151 160 155 172 171 170 169 168 167 166 165 164 175 174 173 166 176 173 182 181 180 179 178 177 183 179 184 185 186 187 188 DOW_STR_ID 156 155 154 153 151 158 151 155 171 170 169 168 167 166 165 164 174 173 166 173 181 180 179 178 177 179 185 186 187 188 SLOPE 0.0267 0.39 0.14 0.67 0.21 0.93 0.61 0.27 0.78 0.39 0.6 0.62 0.73 0.57 0.54 0.66 0.69 0.5 0.68 2.13 0.56 0.38 0.32 0.46 0.21 3.13 0.53 1.74 0.69 0.42 DIAM 12 15 18 21 21 12 15 12 12 12 15 15 18 18 24 24 12 15 21 12 12 12 18 21 21 12 27 27 27 27 PIPE_LEN 30 160 160 48 160 45 166 190 115 57 30 175 56 173 136 73 143 58 112 30 114 53 59 100 197 30 189 31 133 144 MATER RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP RCP PIPE_CLASS III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III LEN_GRA_FI 30 10 10 48 10 45 10 0 0 31 30 10 0 50 0 0 10 58 47 30 0 20 59 24 0 30 10 31 10 0 AVG_DEPTH 3.35500000000002 3.5 3.88500000000005 4.56500000000005 4.35500000000002 N/A 3.63500000000005 3.80500000000001 N/A 3.245 N/A 5.30500000000001 7.01500000000004 6.53000000000003 6.05000000000001 5.67000000000002 6.91000000000003 7.54000000000002 N/A N/A 3.78499999999997 5.58999999999998 6.71000000000004 N/A 3.74499999999995 N/A 4.21999999999997 6.03500000000003 5.59000000000003 5.935 N/A N/A 4.47500000000002 N/A N/A 5.61500000000001 7.21000000000004 N/A N/A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 UPST_INVER 902.56 901.76 901.14 900.92 900.6 902.04 901.62 901.66 900.9 900.01 899.79 899.61 898.53 898.12 897.14 896.41 899.17 898.19 897.9 899.97 897.82 897.18 896.98 896.79 896.33 898.25 895.89 894.88 891.16 886.04 DOWN_INVER 901.76 901.14 900.92 900.6 900.26 901.62 900.6 901.14 900.01 899.79 899.61 898.53 898.12 897.14 896.41 895.93 898.19 897.9 897.14 899.33 897.18 896.98 896.79 896.33 895.91 897.31 894.88 894.34 890.24 885.44 SLOPE_CHEC 2.66666666666652E-02 3.87500000000003E-03 1.37500000000017E-03 6.66666666666534E-03 2.1250000000002E-03 9.33333333333242E-03 6.1445783132529E-03 2.73684210526306E-03 7.73913043478249E-03 3.8596491228075E-03 5.99999999999833E-03 6.17142857142881E-03 0.007321428571428 5.66473988439317E-03 5.36764705882366E-03 6.57534246575367E-03 6.85314685314619E-03 5.00000000000133E-03 6.7857142857142E-03 2.13333333333329E-02 5.61403508772018E-03 3.77358490565909E-03 3.22033898305177E-03 4.59999999999923E-03 2.13197969543184E-03 3.13333333333351E-02 5.3439153439153E-03 1.74193548387085E-02 6.9172932330824E-03 4.16666666666604E-03 Row 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 BMP_NON_ID Site Design BMPs (Non-Structural) Location Description Misc Structural BMPs STO_BMP_TY A A1 A2 A3 B B1 B2 B3 B4 C C1 C2 C3 D D1 D2 D3 D4 D5 E E1 E2 E3 F F1 F2 F3 G G1 H H1 H2 Site Design BMPs (Non-Structural) BMP_NON_ID NSA NSA1 NSA2 NSA3 NSA4 NSA5 NSA6 NSA7 NSB NSB1 NSB2 NSC NSC3 NSD NSD1 NSD2 NSD3 NSE NSE1 NSE2 NSE3 NSE4 NSF NSF1 NSG NSG1 Source Control BMPs § Storm drain system stenciling and signage § Outdoor material and trash storage area designed to reduce or control rainfall runoff § Efficient irrigation system Treatment Control BMPs Biofilters § Grass swale § Grass strip § Wetland vegetation swale § Bioretention Detention Basins § Extended/dry detention basin with grass lining § Extended/dry detention basin with impervious lining § Catch basin screens Infiltration Basins § Infiltration basin § Infiltration trench § Porous asphalt § Porous concrete § Porous modular concrete block Wet Ponds and Wetlands § Wet pond (permanent pool) without lining § Wet pond (permanent pool) with impervious lining § Constructed wetland Drainage Inserts § Oil/Water separator § Catch basin insert § Storm drain inserts Filtration Systems § Media filtration Continuous Flow Deflect § Sand filtration ion/ Separation Systems § Swirl Concentrator Minimizing Impervious Areas § Reduce sidewalk widths and incorporate landscaped buffer areas between sidewalks and streets. § Design residential streets for the minimum required pavement widths § Minimize the number of residential street cul-de-sacs and incorporate landscaped areas to reduce their impervious cover. § Use open space development that incorporates smaller lot sizes § Increase building density while decreasing the building footprint § Reduce overall lot imperviousness by promoting alternative driveway surfaces and shared driveways that connect two or more homes together § Reduce overall imperviousness associated with parking lots by providing compact car spaces, minimizing stall dimensions, incorporating efficient parking lanes, and using pervious materials in spillover parking areas Increase Rainfall Infiltration § Use permeable materials for private sidewalks, driveways, parking lots, and interior roadway surfaces (examples: hybrid lots, parking groves, permeable overflow parking, etc.) § Direct rooftop runoff to pervious areas such as yards, open channels, or vegetated areas, and avoid routing rooftop runoff to the roadway or the urban runoff conveyance system Maximize Rainfall Interception § Maximizing canopy interception and water conservation by preserving existing native trees and shrubs, and planting additional native or drought tolerant trees and large shrubs. Minimize Directly Connected Impervious Areas (DCIAs) § Draining rooftops into adjacent landscaping prior to discharging to the storm drain § Draining parking lots into landscape areas co-designed as biofiltration areas § Draining roads, sidewalks, and impervious trails into adjacent landscaping Slope and Channel Protection § Use of natural drainage systems to the maximum extent practicable § Stabilized permanent channel crossings § Planting native or drought tolerant vegetation on slopes § Energy dissipaters, such as riprap, at the outlets of new storm drains, culverts, conduits, or channels that enter unlined channels Maximize Rainfall Interception § Foundation planting Increase Rainfall Infiltration § Dry wells Row 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 WAT_NOD_ID 1 2 4 5 6 8 9 10 12 14 15 16 17 19 20 22 24 25 27 28 30 NODE_TYPE VALVE VALVE TEE VALVE VALVE TEE VALVE VALVE VALVE VALVE TEE VALVE VALVE VALVE VALVE VALVE TEE VALVE VALVE VALVE VALVE NODE_SUB_TYP HYDRANT SYSTEM 8X8X6 SYSTEM HYDRANT 8X8X6 SYSTEM HYDRANT HYDRANT SYSTEM 8X8X6 SYSTEM HYDRANT SYSTEM HYDRANT HYDRANT 8X8X6 HYDRANT SYSTEM HYDRANT SYSTEM DATE_INSTA 12/22/2006 12/22/2006 12/22/2006 12/22/2006 12/22/2006 12/22/2006 12/22/2006 12/22/2006 12/22/2006 12/22/2006 12/22/2006 12/22/2006 12/22/2006 12/22/2006 12/22/2006 12/22/2006 12/22/2006 12/22/2006 12/22/2006 12/22/2006 12/22/2006 Row 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 WAT_NOD_ID 3 7 11 13 18 21 23 26 29 HYD_MAKE MUELLER MUELLER MUELLER MUELLER MUELLER MUELLER MUELLER MUELLER MUELLER HYDR_MODEL CENTURION CENTURION CENTURION CENTURION CENTURION CENTURION CENTURION CENTURION CENTURION HYDR_PUMSZ 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 HYD_YEAR 2006 2006 2006 2006 2006 2006 2006 2006 2006 FDC STORTZ N OWNER Row 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 FROM_NO_ID 1 1 2 4 5 6 6 8 9 10 10 12 12 14 15 16 17 4 19 20 20 22 8 24 25 25 27 28 15 TO_NODE_ID 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 PIPE_TYPE DISTRIBUTION DISTRIBUTION DISTRIBUTION DISTRIBUTION DISTRIBUTION DISTRIBUTION DISTRIBUTION DISTRIBUTION DISTRIBUTION DISTRIBUTION DISTRIBUTION DISTRIBUTION DISTRIBUTION DISTRIBUTION DISTRIBUTION DISTRIBUTION DISTRIBUTION DISTRIBUTION DISTRIBUTION DISTRIBUTION DISTRIBUTION DISTRIBUTION DISTRIBUTION DISTRIBUTION DISTRIBUTION DISTRIBUTION DISTRIBUTION DISTRIBUTION DISTRIBUTION MATER DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DIAM 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 6 6 6 6 6 8 8 8 8 8 8 8 PIPE_LEN 9.15 6.3 255.81 9.53 287.99 5.9 187.4 20.95 135.05 7.88 352.14 5.66 357.13 6 141.59 9.29 5.57 13.32 239.91 5.87 364.46 5.8 19 233.01 4.91 468.81 11.01 6.83 146.82 DATE_INSTA 12/23/2006 12/23/2006 12/23/2006 12/23/2006 12/23/2006 12/23/2006 12/23/2006 12/23/2006 12/23/2006 12/23/2006 12/23/2006 12/23/2006 12/23/2006 12/23/2006 12/23/2006 12/23/2006 12/23/2006 12/23/2006 12/23/2006 12/23/2006 12/23/2006 12/23/2006 12/23/2006 12/23/2006 12/23/2006 12/23/2006 12/23/2006 12/23/2006 12/23/2006 BACKFIL_YN Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y