Loading...
17-4531Z - signed full set 24x36 2-2-18BENCHMARK DATUM UTILIZED WAS NAVD88 SSM EP EP EP TOB TOB X 2598 2598 2598 2598 2596 2597 2 5 9 7 2597 2595 2595 259 0 258 6 2586 2590 2590 2586 25862586 2593 2587 258 6 258 6 2590 2594 2595 2596 259 5 2597 2594 2597 2 5 9 7 2 5 9 6 2588 G ROWROW ROW ROW ROW ROW ROW ROW ROW February 2018 PL O T T E D B Y : CA L E B K E N Y O N DA T E P L O T T E D : 2/ 2 / 2 0 1 8 1 0 : 4 2 : 5 7 A M PA T H : A: \ A B C O E N G I N E E R I N G \ J O B S L A N D E D \ 1 7 - 4 5 3 1 Z - - A A A V A C U U M A N D S E W I N G ( J O S E P H B U C H I N S K I Y ) \ C A D \ 1 7 - 4 5 3 1 Z - 0 2 - G - 0 0 1 . D W G SUN VALLEY BOISE HAILEY TWIN FALLS POCATELLO IDAHO FALLS LEWISTON COEUR D'ALENE STATE OF IDAHO PROJECT LOCATION EAGLE MERIDIAN KUNA STAR GARDEN CITY BOISE VICINITY MAP SHEET INDEX SHEET NUMBER SHEET TITLE G - GENERAL G-001 TITLE PAGE CS - CIVIL SITE CS-101 SITE PLAN CG - CIVIL GRADING AND DRAINAGE CG-101 GRADING AND DRAINAGE PLAN AAA VACUUM AND SEWING 412 E FAIRVIEW AVE ADA COUNTY, IDAHO 17-4531Z OCTOBER 2017 PROJECT LOCATION ADA COUNTY PROJECT BENCHMARK FILE NUMBER: SHEET NUMBER: DESIGNED BY: DATE DE S C R I P T I O N DA T E RE V I S I O N S BY NO . DRAWN BY: AB C O EN G I N E E R I N G 2101 Delta Drive Nampa, Idaho 83687 Phone (208) 955-8126 41 2 E . F A I R V I E W A V E C. KENYON G-001 ME R I D I A N , I D A H O TI T L E P A G E JO S E P H B U C H I N S K I Y 1 OF 3 AD A C O U N T Y AA A V A C U U M A N D S E W I N G C. KENYON 17-4531Z 1 1 0 - 1 7 C K C I T Y C O M M E N T S 2 1 2 - 1 7 C K A C H D C O M M E N T S 3 1 - 1 8 C K C I I T Y C O M M E N T S SD SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S S S W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SSM EP EP EP EP EP EP EP EP EP EP E P EP E P EP TO B TOB TOB TOB TOB TO B TO B TOB TOB TOB TOB X X X X X X X X 2598 2598 2598 2598 2596 2597 2 5 9 7 2597 2595 2595 259 0 258 6 2586 2590 2590 2586 25862586 2593 2587 258 6 258 6 2590 2594 2595 2596 259 5 2597 2594 O P O P OP OP OP OP OP IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR 2597 2 5 9 7 2 5 9 6 O P W 2588 OP G ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW S 5 1 ° 1 0 ' 2 1 " E 7 8 . 5 7 ' S 1 ° 2 2 ' 5 6 " E 5 6 . 5 4 ' N0°47'21"W 157.61' S71° 3 0 ' 2 1 " E 1 1 9 . 2 4 ' N 2 7 ° 0 1 ' 0 1 " W 7 5 . 7 7 ' W W S S S S S S S S S S S S ROW ROW ROW ROW ROW ROW ROW NEW 20' CROSS ACCESS EASEMENT 62.00' 30.00' (SCALE IN FEET) 1:20 (22x34 FULL SIZE)20 10 60200 SITE PLAN AND UTILITY PLAN 50.00' 3.50' 0.53' 12.00' NEW TRASH ENCLOSURE LOCATION OF SEWER AND WATER SERVICE IS APPROXIMATE, BASED ON LOCATIONS OF CLEANOUT AND WATER METER SIGN TO REMAIN 23.00' NEW BIKE RACK RE-PAINT EXISTING PARKING 9.00' RE-PAINT EXISTING PARKING PAINT NEW PARKING NEW PARKING BUMPER, TYP 6.19' 9.00' 19.00' NEW PARKING BUMPER, TYP 44.87' NEW EXTRUDED CURB TO BLOCK EAST ENTRANCE SAWCUT EXISTING ASPHALT FOR 5' LANDSCAPE BUFFER, TYP. 11.00' NEW ACHD RIGHT OF WAY EXISTING LANSDSCAPE ISLAND TO REMAIN 6" CONCRETE CURB PER ISPWC SD-701A, TYP LANDSCAPE BUFFER TO TERMINATE AT EXISTING RETAINING WALL EXISTING WALK PATH TO REMAIN 11' MIN LANDSCAPE BUFFER MIN 5' OUTSIDE OF ACHD R/W NTS LANDSCAPE PLANTER DETAIL 11' LANDSCAPE BUFFER CURB ASPHALT LANDSCAPE CURB CUT EVERY 25' APPROX , TYP PARKING LOT CURB CUT EVERY 25' APPROX , TYP 5.00' February 2018 PL O T T E D B Y : CA L E B K E N Y O N DA T E P L O T T E D : 2/ 2 / 2 0 1 8 1 0 : 4 3 : 4 4 A M PA T H : A: \ A B C O E N G I N E E R I N G \ J O B S L A N D E D \ 1 7 - 4 5 3 1 Z - - A A A V A C U U M A N D S E W I N G ( J O S E P H B U C H I N S K I Y ) \ C A D \ 1 7 - 4 5 3 1 Z - 0 3 - C S - 1 0 1 . D W G FILE NUMBER: SHEET NUMBER: DESIGNED BY: DATE DE S C R I P T I O N DA T E RE V I S I O N S BY NO . DRAWN BY: AB C O EN G I N E E R I N G 16 12TH Ave. Ste. 112 Nampa, Idaho 83651 Phone (208) 955-8126 41 2 E . F A I R V I E W A V E C. KENYON CS-101 ME R I D I A N , I D A H O SI T E P L A N A N D U T I L I T Y P L A N JO S E P H B U C H I N S K I Y 2 OF 3 AD A C O U N T Y AA A V A C U U M A N D S E W I N G C. KENYON 17-4531Z 1.THE TOPOGRAPHIC SURVEY WAS PERFORMED BY IDAHO SURVEY GROUP, JANUARY 2017. 2.ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE 2012 ISPWC (IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION). 3.THE CONTRACTOR SHALL CONSTRUCT ALL NEW FACILITIES BOTH INSIDE AND OUTSIDE OF BUILDINGS TO MEET OR EXCEED ADA STANDARDS. 4.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS ON SITE. THE CONTRACTOR SHALL FIELD VERIFY ELEVATIONS OF EXISTING MATCH POINTS PRIOR TO CONSTRUCTION. ANY CHANGES WHICH DEVIATE FROM THESE PLANS MUST BE APPROVED PRIOR TO CONSTRUCTING. 5.ONLY APPROVED PLAN SETS SHALL BE USED BY THE PROJECT CONTRACTOR AND SHALL BE KEPT ON SITE AT ALL TIMES. 6.THE CONTRACTOR IS RESPONSIBLE FOR ALL WORK NECESSARY FOR FINAL ACCEPTANCE OF WORK FROM OWNER OR ANY OTHER GOVERNING AGENCY INCLUDING BUT NOT LIMITED TO AS-BUILT DRAWINGS, INSPECTIONS, TESTING REPORTS, AND CERTIFICATIONS. 7.CONTRACTOR SHALL OBTAIN ALL APPLICABLE CONSTRUCTION PERMITS. THE CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY PERMITS AND FEES. 8.THE COST OF VARIOUS FENCE, GUARD RAIL, LANDSCAPING, IRRIGATION SYSTEM, MAILBOX, SIGN, ETC. REMOVAL AND REPLACEMENT SHALL BE CONSIDERED INCIDENTAL TO THE COST OF THIS PROJECT. 9.ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR OR REPLACEMENT SHALL BE PARALLEL TO THE CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY EQUIPMENT DURING CONSTRUCTION. 10.THE CONTRACTOR SHALL PROVIDE OR MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE DRAINAGE IMPROVEMENTS ARE IN PLACE AND FUNCTIONING. 11.ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND THE CONSTRUCTION AREA. 12.THE CROSS SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 2% (1.75% IS TARGET). GENERAL NOTES CALL BEFORE YOU DIG! 1.THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE LOCATIONS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM ALL UTILITY COMPANIES OF THE CONSTRUCTION SCHEDULE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGE WHICH MAY OCCUR BY FAILURE TO EXACTLY LOCATE AND PROTECT ALL UTILITIES. 2.CONTRACTOR SHALL CONTACT DIGLINE 48 HOURS PRIOR TO ANY EARTH DISTURBING ACTIVITIES ON SITE, AND REQUEST LOCATE OF UNDERGROUND UTILITIES. *The 811 logo is a registered trademark of the CGA. Know what's below. before you dig.CallR LEGEND CENTER LINE EDGE OF PAVEMENT EDGE OF GRAVEL FENCE LINE GAS LINE OVERHEAD POWER LINE PROPERTY LINE SECTION LINE STORMDRAIN LINE SEWER LINE TELEPHONE LINE WATER LINE IRRIGATION LINE CONCRETE LANDSCAPE MULCH EP EP EG EG X X GAS GAS OP SD SD SS SS TEL TEL W W IRR IRR 1 1 0 - 1 7 C K C I T Y C O M M E N T S 2 1 2 - 1 7 C K A C H D C O M M E N T S 3 1 - 1 8 C K C I I T Y C O M M E N T S SITE PLAN AND UTILITY PLANSITE PLAN AND UTILITY PLANSITE PLAN AND UTILITY PLANSITE PLAN AND UTILITY PLAN SD SD E P E P EP EP EP TO B TO B TOB TOB TOB TOB TOB TOB TOB TO B TO B TOB TO B TO B TOB TOB TOB TOB TOB TOB T O B TOB TOB X X X X X X X X X X X X X X X X X 2596 2595 2595 259 0 258 6 2586 2590 2590 2586 25862586 2593 2587 258 6 258 6 2590 2594 2595 2596 259 5 2597 2594 2597 2 5 9 7 2 5 9 6 2588 G ROW ROW R ROW ROW - 1 . 6 % - 1 . 6 % - 1 . 9 % -1 . 8 % -2.1% - 2 6 . 0 % -4 . 3 % - 1 . 4 % -3.4% - 2 . 0 % - 2 . 4 % -2.8 % -2 . 0 % -7. 0 % -2 . 5 % -4. 1 % - 3 . 3 % -2 . 1 % - 1 . 2 % - 1 . 2 % -1 . 8 % - 1 1 . 5 % -2.2% -0.9% -6.4% -2.8 % -1.7 % - 1 1 . 5 % - 1 3 . 7 % - 6 . 0 % -4 . 1 % -2 . 2 % -1. 4 % -0 . 4 % ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROW -2.1%-2 . 1 % - 2 . 4 % -2 . 2 % - 1 . 6 % -1 . 3 % -1. 4 % - 2 . 6 % - 2 . 0 % -2 . 2 % -1 . 4 % -2 . 4 % - 1 . 2 % - 1 . 4 % RIM 95.60 RIM 94.54 (SCALE IN FEET) 1:10 (22x34 FULL SIZE)10 5 30100 GRADING AND DRAINAGE PLAN FG 96.54 MA EX TA FG 96.45 MA EX TA BENCH MARK SET MAG NAIL IN PAVEMENT NAVD `88 ELEV= 2595.91' TC 96.68 FG 96.18 MA EX TA TC 96.77 FG 96.27 MA EX TA TC 96.57 FG 96.07 MA EX TA EX/TC97.15 FG 96.73 MA EX TA 1.0% TC 96.84 FG 96.34 MA EX TA FINISH GRADE AT LANDSCAPE PLANTER TO MATCH EXISTING TOP OF ASPHALT EX/TC 97.17 FG 96.48 MA EX TA EX/TC 97.45 FG 97.09 MA EX TA TC 96.75 FG 96.25 MA EX TA TC 97.28 FG 96.78 MA EX TA EX/TC96.92 FG 96.51 MA EX TA TC 97.50 FG 97.00 MA EX TA EX/TC 96.89 FG 96.39 MA EX TA SITE PLAN AND UTILITY PLANSITE PLAN AND UTILITY PLANSITE PLAN AND UTILITY PLANSITE PLAN AND UTILITY PLANSITE PLAN AND UTILITY PLANSITE PLAN AND UTILITY PLANSITE PLAN AND UTILITY PLANSITE PLAN AND UTILITY PLANSITE PLAN AND UTILITY PLANSITE PLAN AND UTILITY PLANSITE PLAN AND UTILITY PLANSITE PLAN AND UTILITY PLANSITE PLAN AND UTILITY PLANSITE PLAN AND UTILITY PLAN February 2018 PL O T T E D B Y : CA L E B K E N Y O N DA T E P L O T T E D : 2/ 2 / 2 0 1 8 1 0 : 4 4 : 1 0 A M PA T H : A: \ A B C O E N G I N E E R I N G \ J O B S L A N D E D \ 1 7 - 4 5 3 1 Z - - A A A V A C U U M A N D S E W I N G ( J O S E P H B U C H I N S K I Y ) \ C A D \ 1 7 - 4 5 3 1 Z - 0 4 - C G - 1 0 1 . D W G FILE NUMBER: SHEET NUMBER: DESIGNED BY: DATE DE S C R I P T I O N DA T E RE V I S I O N S BY NO . DRAWN BY: AB C O EN G I N E E R I N G 16 12TH Ave. Ste. 112 Nampa, Idaho 83651 Phone (208) 955-8126 41 2 E . F A I R V I E W A V E C. KENYON CG-101 ME R I D I A N , I D A H O GR A D I N G A N D D R A I N A G E P L A N JO S E P H B U C H I N S K I Y 3 OF 3 AD A C O U N T Y AA A V A C U U M A N D S E W I N G C. KENYON 17-4531Z CALL BEFORE YOU DIG! 1.THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE LOCATIONS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM ALL UTILITY COMPANIES OF THE CONSTRUCTION SCHEDULE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGE WHICH MAY OCCUR BY FAILURE TO EXACTLY LOCATE AND PROTECT ALL UTILITIES. 2.CONTRACTOR SHALL CONTACT DIGLINE 48 HOURS PRIOR TO ANY EARTH DISTURBING ACTIVITIES ON SITE, AND REQUEST LOCATE OF UNDERGROUND UTILITIES. *The 811 logo is a registered trademark of the CGA. Know what's below. before you dig.CallR GRADE BREAK LINE BENCH MARK BM ELEVATION EL EXISTING EX FINISH GRADE FG GRADE BREAK GB INVERT INV MATCH MA NATURAL GROUND NG RADIUS R RIM OF FEATURE RIM TOP OF CONCRETE TC TOP OF PAVEMENT TA WATER METER WM LEGEND NOTE: ELEVATIONS OF PLAN HAVE BEEN TRUNCATED. ADD 2500 FEET TO ELEVATIONS SHOWN. 1 1 0 - 1 7 C K C I T Y C O M M E N T S 2 1 2 - 1 7 C K A C H D C O M M E N T S 3 1 - 1 8 C K C I I T Y C O M M E N T S