Loading...
Dr Hansen_Site Plan(SCALE IN FEET) 1:30 (22x34 FULL SIZE)30 15 90300 SITE PLAN, LOT 3 CALCULATIONS TABLE #OF STALLS REQUIRED #OF STALLS PROVIDED NON-ADA #OF BICYCLE STALLS REQUIRED #OF BICYCLE STALLS PROVIDED BUILDING SIZE LOT SIZE EASEMENTS AS SHOWN ON PLANS SETBACKS AS SHOWN ON PLANS 10' PUBLIC UTILITY IRRIGATION AND LOT DRAINAGE EASEMENT 33,302SF 6,000SF 2;1 BICYCLE PARKIGN FOR EVERY 25 VEHICLE PARKING 12;1 SPACE FOR EVERY 500SF OF GROSS FLOOR AREA #OF STALLS PROVIDED ADA 2;1 FOR EVERY 25 VEHICLE PARKING 26 4 5' ACHD PUBLIC RIGHT-OF-WAY ESMT. 50' SETTLERS IRR. DIST. SETTLERS CANAL LIC. AGREEMENT 60' IDAHO POWER ESMT 20' ACHD SIDEWALK ESMT D D D SD SD N . P E N N G R OVE WAY 60' x 100' 6,000 SQ. FT. CROSS ACCESS EASEMENT UTILITY EASEMENT UTILITY EASEMENT 29.59' 30.00' 30.00' 135°' 25.00' 19.01' 9.00' MIN 29.59' 5 10.00' 7.00' 7.00' 30.00' 10.00' 11 35.42' 8 4 31.91' 18.88' TYPE 1, 35' STREET LIGHT, TYP 5.50' 5.00' NEW PEDESTRIAN RAMP PER ISPWC SD-712C TYP NEW SIDEWALK PER ISPWC SD-709 NEW 10' STREET BUFFER ALONG N PENNGROVE WAY TYPE 2 STREET LIGHT, TYP MAX SPACING 220' 20.00' CROSS ACCESS EASEMENT 4 BICYCLE 25' CROSS ACCESS AND MERIDIAN WATER AND SEWER EASEMENT MERIDIAN CITY WATER AND SEWER EASEMENT, TYP MERIDIAN CITY WATER EASEMENT, TYP ACHD SIDEWALK EASEMENT September 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 : 9/ 1 3 / 2 0 1 8 6 : 2 9 : 3 8 P 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 6 - 4 4 3 3 Z - - L I N D E R P R O F E S S I O N A L P L A Z A S U B D I V I S I O N ( M C C A R T E R M O O R H O U S E ) \ 0 0 A B C O C A D \ 1 6 - 4 4 3 3 Z - 1 3 - C S - 1 0 1 - L O T 3 . 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 2101 Delta Drive Nampa, Idaho 83687 Phone (208) 955-8126 N. L I N D E R R O A D C. Kenyon CS-101 ME R I D I A N , I D A H O SI T E P L A N MC C A R T E R M O O R H O U S E , L L C 1 OF 1 AD A C O U N T Y DR H A N S E N H.White 16-4433Z LEGEND MAJOR CONTOUR LINE MINOR CONTOUR LINE CENTER LINE EDGE OF PAVEMENT EDGE OF GRAVEL FENCE LINE GAS LINE OVERHEAD POWER LINE PROPERTY LINE UTILITY EASEMENT LINE SEWER LINE TELEPHONE LINE WATER LINE PRESSURE IRRIGATION LINE CROSS ACCESS EASEMENT LINE STORM DRAIN LINE GRADE BREAK LINE BENCH MARK BM ELEVATION EL EXISTING EX FINISH GRADE FG FINISH FLOOR FF GRADE BREAK GB INVERT INV MATCH MA NATURAL GROUND NG RADIUS R REBAR CAP RC RIM OF FEATURE RIM TOP OF CONCRETE TC TOP OF PAVEMENT TA TOP OF RETAINING WALL TW BOTTOM OF RETAINING WALL BW WATER METER WM NUMBER OF PARKING SPACES ASPHALT PAVEMENT CONCRETE EP EP EG EG X X GAS GAS OHP SS SS TEL TEL W W PIRR PIRR 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 SD SD ## 1 1 1 / 1 7 C K C I T Y R E V I E W 3 1 / 1 8 C K C O N T R A C T O R C O M M E N T S 2 1 / 1 8 C K Q L P E C O M M E N T S