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HomeMy WebLinkAboutC3.00 ROADWAY PLAN & PROFILE GENERAL NOTES 1. CONTRACTOR TO VERIFY EXISTING GRADES SHOWN ON THE PLAN. AHLOUIST, 2. CONTRACTOR TO ENSURE POSITIVE DRAINAGE. IF A CONFLICT OCCURS BETWEEN THESE PLANS AND FIELD CONDITIONS, THE CONTRACTOR SHALL 1144 S. SILVERSTONE WAY SUITE 500 NOTIFY THE ENGINEER IMMEDIATELY. MERIDIAN, ID 83642-7381 1 II 17 n \ �y 3. ALL GRADING AND EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH GB L GB THE GEOTECHNICAL ENGINEERING REPORT. STA:2+88.05 PT STA:5+14.45 STA:5+51.02 L;• ENGINEER: ATLAS TECHNICAL CONSULTANTS, LLC OFF:12.50'LT -�i OFF:12.50'LT OFF:12.50'LT !v 2566- EP:2568.72 � EP:2572.93 cn PT FF ADDRESS: 2791 SOUTH VICTORY VIEW WAY COPYRIGHT© 2024 2567 EP:2573.12 STA:5+67.56 Sj(u BOISE, ID 83709 2568- 25 3 OFF:12.50'LT 9+00 FF PHONE: (208) 376-4748 2568 2572 DATE: APRIL 16, 2024 2568 2569 2570 2571 2572 EP:2573.20 4. ALL EXISTING UTILITY LOCATIONS SHOWN HEREIN ARE APPROXIMATE ONLY. IT STA:2+57.90 3+00 I 4+00 I 5+00 I 0 SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT OFF:42.66'LT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND EP:2568.22 �ss9 �s�o �s�� `'s�2 �s�� I UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS Kimley ))) Horn MADE THAT ALL UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO ex PT PT RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PT 2569 2571 2572 2572 0o STA:7+30.38 STA:7+73.57 PROPER LOCATION. STA:2+47.46 � �, � 256s _2570 OFF:30.75'LT 9sc, 2Sjg OFF:12.50'LT OFF:12.50'LT I Boise,l00 West ID 370211 Tel.No.Suite 210 (208)845-0089 EP:2568.02 (z) �2 PT GB PT EP:2574.02 EP:2574.23 GRADING NOTES N Off, STA:5+14.45 STA:5+51.03 v 2s�o STA:2+88.05 OFF:12.50'RT OFF:12.50'RT 01 `2s� PT OFF:12.50'RT EP:2572.93 EP:2573.12 2 �1 MATCH EXISTING. CONSULTANT PT,GB STA:2+37.00 EP:2568.72 I 3 o0 STA:2+37.00 N OFF:12.50'RT PT OFF:12.50'LT EP:2567.77 I STA:5+67.56 4 25,3 2s,3 �2 DRAINAGE SWALE. SEE SHEET C7.00 FOR TYPICAL SECTION. EP:2567.77 OFF:12.50'RT �X o EP:2573.20 00 N SS\ONAL ENG �CENSe (0 co 2 LEGEND e � 11 / PT GB - - - - PROPERTY LINE 110 24 / STA:7+30.38 GB 04 10 20250 \ OFF:12.50'RTOF R150 IN ^M STA:7+73.58 RIGHT-OF-WAY LINE �9�9pgTRI \� 2 2 10 \ EP:2574.02 ryh OFF:12.50'RT ADJACENT PROPERTY LINE \ \ \ PT / EP:2574.23 EXISTING IMPROVEMENTS STA:7+37.69 2s, SAWCUT LINE STAMP sss \ \ OFF:29.51'RT _ - - - - - - - - - - - - - GRADE BREAK N \ / EP:2573.90 No. Description Date STA:7+47.60 \ 4200 EXISTING MAJOR CONTOUR \ \ \ \ \ 2575 OFF:40.42'RT -4201 EXISTING MINOR CONTOUR \ �O \ / EP:2573.77 ago PROPOSED MAJOR CONTOUR \ \ \ `\ / BLOCK 1 \ S 4201 PROPOSED MINOR CONTOUR M E IS,s \ STA:1+00.00 ME �o \ \ V AV OFF:12.50'LT � STA:1+00.00 \ s� \ \ \� \ EP:2565.21 OFF:12.50'RT \ V `sbo A / ABREVIATIONS \ _EP:2565.21 FOR REFERENCE ONLY- - - � � \�\ ROAD ENTRANCE TO BE --, _ \ \\ \\ / \ `�� \ PT POINT OF TANGENT \ CONSTRUCTED UNDER _ � � ME MATCH EXISTING SEPARATE PERMIT EP EDGE OF PAVEMENT \ \ A \\ \\ \\ STA STATION v ` v VILLAGIO WAY ` 7 " N // OFF OFFSET \ \\\ \\\ \\ o I �\ 1 / GRAPHIC SCALE IN FEET \\ \ 0 15 30 60 IvOR Project Number N/A T ACCESS ROAD PLAN VIEW y Date 4/10/2025 U) Uj 2580 2580 U Uj C Vl d J U O Q a Lfl W VL 0 Y 2576 2576 - a w J O 0.50% Uj PROPOSED GRADE @ ROADWAY IL � 2572 2572 U N a m G O 2 T Y o 9 O (fl C + " O N 0 2568 w 2568CL a 3 EXISTING GRADE @ ROADWAY cL n 3 W o U O U a 0 2564 2564 LL 0+50 1+ 0 2 00 3 0 4 00 5 0 6 00 7 0 8 00 9+00 - O a r o a m 3 `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 rc U � O C l0 N O OV J p- O_ U U N Q r^ y i W. COBALT DR ,-_-----" ❑ i%= a z ---- - - a ._ i IT ZLLJ � \'� z ILLI I I I o j - - - - % j Ji \ �I Q ------------- F IMF LLJ LLJ ---- y Lj O 0 LLI H m I • N SHEETTITLE ------ y GP Y E CAUTION: NOTICE TO CONTRACTOR �P P 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 `�----- • V " 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 w whars below. ^ UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. all beforeyoudig