Loading...
HomeMy WebLinkAboutC3.10 ROADWAY PLAN & PROFILE GENERAL NOTES 1. CONTRACTOR TO VERIFY EXISTING GRADES SHOWN ON THE PLAN. AHLIQUIST, 2. CONTRACTOR TO ENSURE POSITIVE DRAINAGE. IF A CONFLICT OCCURS ----- ---- - _ _ \ \ 1 \ BETWEEN THESE PLANS AND FIELD CONDITIONS, THE CONTRACTOR SHALL 1144 S. SILVERSTONE WAY SUITE 500 2574 NOTIFY THE ENGINEER IMMEDIATELY. MERIDIAN, ID 83642-7381 _ \ \ \ �' \ / 3. ALL GRADING AND EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING REPORT. ENGINEER: ATLAS TECHNICAL CONSULTANTS, LLC ADDRESS: 2791 SOUTH VICTORY VIEW WAY COPYRIGHT© 2024 BOISE, ID 83709 \ PHONE: (208) 376-4748 \ \ \ DATE: APRIL 16, 2024 \ \ 4. ALL EXISTING UTILITY LOCATIONS SHOWN HEREIN ARE APPROXIMATE ONLY. IT 00 SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT \ \ \ 3 \ \ \ VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS Kimley ))) Horn MADE THAT ALL UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. O ME \ �S 1100 West Idaho St.,Suite 210 GB STA:14+34.91 \ I Boise, ID 83702 1 Tel.No.(208)845-0089 M PT STA:14+26.79 OFF:16.84'LT \ kti� \ GRADING NOTES U STA:11+34.86 OFF:17.08'LT PT OFF:12.50'LT EP17.08'42 EP:2577.3\ \\ STA:11+09.24 EP:2576.04 MATCH EXISTING. \ OFF:12.50'LT PT PT CONSULTANT LJJ EP:2575.92 STA:13+79.35 \\ l \ O LJJ STA:11+61.05 � \ S v 2 DRAINAGE SWALE. SEE SHEET C7.00 FOR TYPICAL SECTION. OFF:12.50'LT OFF:16.92'LT '-) w EP.2576.18 PT PT EP:2577.18 TONAL � 2575 \ \ \ STA:1 1+86.67 STA:13+54.09 LL.0 2574 2575 2s�s� OFF:12.50'LT OFF:12.50'LT y5�6 25�� 1 S�8 ASS ENG� Ca / N EP:2576.30 EP:2577.14 �° A \ \ + 10+00 11+00 2S) 2575 � 25 \ \ \ \ Q�OF ��C E N SF� FF�, w 9 00 " 2 2576 `v v vv , `v LEGEND 19524 z 2575 2576 25766 ,x \ \ \ \ \\ // - - - - PROPERTY LINE 04/10/20250 R \ \ \ J 2575 \\ - - - RIGHT-OF-WAY LINE �yF9TF OF 2 2574 \ 12+00 13+00 ME 2575 ADJACENT PROPERTY LINE ATRICK U I PT 2S�s 25�1 STA:14+35.00 \ / EXISTING IMPROVEMENTS STA:11+09.24 2577 OFF:18.70'RT \ / / SAWCUT LINE STAMP OFF:12.50'RT v 2575 EP:2577.83 - - - - - - - - EP:2575.92 C' 25�6 25� 2576 25��. \ ` \ / / / - - - - - - - - - - - - - - GRADE BREAK No. Description Date I PT 2576 /25�5 GB \ `\ \\ / I \/ / � STA:14+26.71 4200 EXISTING MAJOR CONTOUR 2 STA:11+34.86 �, I \\ \ I OFF:12.50'RT cn PT N PT OFF:18.26 RT \ / -4201 EXISTING MINOR CONTOUR PT STA:13+57.19 STA:14+13.98 EP:2577.39 STA:11+86.67 OFF:12.50'RT OFF:17.59'RT EP:2576.04 STA:11+61 05 // 420 PROPOSED MAJOR CONTOUR I � \ OFF:12.50'RT OFF:12.50'RT EP:2577.16 EP:2577.34 \ \ \ ` / / 4201 PROPOSED MINOR CONTOUR 7 I EP:2576.18 EP:2576.30 \ \ ` / cot C / w ABREVIATIONS N N / V A N I I PT POINT OF TANGENT I � I /�(� ME MATCH EXISTING 6 5 EP EDGE OF PAVEMENT 4 I I II I �11 % \ I --- - - - -- _ _ _ CD _ �� / r STA STATION 2576- - - - oc OFF OFFSET Cf)Cn GRAPHIC SCALE IN FEET 0 15 30 60 7�0 PIOeCt Number z N/A ACCESS ROAD PLAN VIEW Date 4/10/2025 U) Uj 3: 2584 2584 U UjN J U O Q a Y, O m W O � N d J 2580 0- w 2580 PROPOSED GRADE @ROADWAY �L Uj s 3 a m L C 0.50% 0 2576 2576 N Q m 0 O 2 T N Y T 9 C p O EXISTING GRADE @ ROADWAY 2572 2572 a 3 n Uj o 3 EO O a 2568 2568 11 9+00 10 00 11 00 12 00 13 00 14 00 15 00 15+27 0 O a r o a m 3 `o O ACCESS ROAD PROFILE VIEW 0 0. VERTICAL SCALE: 1"=3' 0. 0 _ N 0 3 KEYMAP N.T.S. L N O S C N 0 C rc l0 O N U N Q rc y Z F] W. COBALT DR z z -- 7 - - -- - ---- = a w J / \ IT Z / \'� / / z II � a G N /// w � / �'y i o IMF / I Z W I0 w c /.� \ \ �.. ------------------------- -----1 o' LLI H a H <° III \ \ \ i/ / // \I i I • o SHEET TITLE u I 2 d \ l -- 1 -- ---- O U r _I0. d I P Y CAUTION: NOTICE TO CONTRACTORA 1z a THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING a UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED `�----- - • ,� p ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION SHEET NUMBER CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING ow what's below. UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 7 ^all beforeyoudig