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HomeMy WebLinkAboutLOT LAYOUT - 22-00269 - Madison School District #321 Hibbard Elementary School11 IX X X 0 r I X X®� X X_ _X X_ _X X _ X X �0� X X _ X X SITE PLAN - OVERALL SCALE: I" = 60'-0" 7H 3 ro I -1 BR ENT A. McFARLAND AR 3=XISTIN(5 -7 F &' STATE OF IDAHO 0 w c 0 H= 0 <� M X � w � r , r I X X®� X X_ _X X_ _X X _ X X �0� X X _ X X SITE PLAN - OVERALL SCALE: I" = 60'-0" 7H 3 ro I w w I IN I Cn I I I I GENERAL SITE NOTES L CONTRACTOR SHALL CHECK ALL DIMENSIONS AND REPORT ANY ERRORS OP- OMISSIONS ROMISSIONS TO ARCHITECT. 2. DO NOT SCALE DRAWINGS. 3. ALL CONSTRUCTION TO gE TO CURRENT ADOPTED CODES � REGULATIONS OF JURISDICTIONS HAVING AUTHORITY OVER THIS PROJECT. 4. COORDINATE DRAWINGS WITH MECHANICAL/PLUMBING AND ELECTRICAL DRAWINGS. 5. ALL RIGHT-OF-WAY CONSTRUCTION � IMPROVEMENTS TO gE TO CITY STANDARDS OR LOCAL JURISDICTION. 6. GRADING PER SITE PLAN, REDIRECT CONTOURS WITH RESPECT TO EXISTING AND NEW WORK. REDIRECT OR RELOCATE EXISTING UTILITIES AS REQUIRED. 7. REMOVE EXISTING AE>ANDONED UTILITIES WHERE ENCOUNTERED, CAP AS REQ'D. 8. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR NEW SITE UTILITY INFO. � SERVICE LOCATIONS. 9. FIELD VERIFY EXIST'G UTILITIES, CALL LOCATE SERVICE PRIOR TO gEGININO WORK. 10. ALL SITE GRADING TO SLOPE AWAY FROM EUILDING. 11. REFER TO SHEET SD2.3 FOR TYPICAL SITE DETAILS 0 W m 0 W U w H S U W 2 I— w O z w N z 0 0 Z W I— O w 0 o- O z C� w 0 vi (D z ¢ o' 0 O w V) 0 w IN X 0 D z D z J O z O U 0 z a_ 2 (n W z 0 J O Z_ W 0 ILL] U X W H 0 z H 2 CD 0' a_ O U m 0 LLJU W 0 o' a_ w X V) z c� W O 0 z ¢ CD z_ 3 ¢ 0 U J J a- (fi w ¢ U O V) N 7. o' Q BR ENT A. McFARLAND AR 3=XISTIN(5 HIBBARD ELEMENTARY M,ARGH e 2021 &' w w I IN I Cn I I I I GENERAL SITE NOTES L CONTRACTOR SHALL CHECK ALL DIMENSIONS AND REPORT ANY ERRORS OP- OMISSIONS ROMISSIONS TO ARCHITECT. 2. DO NOT SCALE DRAWINGS. 3. ALL CONSTRUCTION TO gE TO CURRENT ADOPTED CODES � REGULATIONS OF JURISDICTIONS HAVING AUTHORITY OVER THIS PROJECT. 4. COORDINATE DRAWINGS WITH MECHANICAL/PLUMBING AND ELECTRICAL DRAWINGS. 5. ALL RIGHT-OF-WAY CONSTRUCTION � IMPROVEMENTS TO gE TO CITY STANDARDS OR LOCAL JURISDICTION. 6. GRADING PER SITE PLAN, REDIRECT CONTOURS WITH RESPECT TO EXISTING AND NEW WORK. REDIRECT OR RELOCATE EXISTING UTILITIES AS REQUIRED. 7. REMOVE EXISTING AE>ANDONED UTILITIES WHERE ENCOUNTERED, CAP AS REQ'D. 8. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR NEW SITE UTILITY INFO. � SERVICE LOCATIONS. 9. FIELD VERIFY EXIST'G UTILITIES, CALL LOCATE SERVICE PRIOR TO gEGININO WORK. 10. ALL SITE GRADING TO SLOPE AWAY FROM EUILDING. 11. REFER TO SHEET SD2.3 FOR TYPICAL SITE DETAILS 0 W m 0 W U w H S U W 2 I— w O z w N z 0 0 Z W I— O w 0 o- O z C� w 0 vi (D z ¢ o' 0 O w V) 0 w IN X 0 D z D z J O z O U 0 z a_ 2 (n W z 0 J O Z_ W 0 ILL] U X W H 0 z H 2 CD 0' a_ O U m 0 LLJU W 0 o' a_ w X V) z c� W O 0 z ¢ CD z_ 3 ¢ 0 U J J a- (fi w ¢ U O V) N 7. o' Q BR ENT A. McFARLAND AR -2561 M,ARGH e 2021 STATE OF IDAHO 0 w c 0 H= 0 <� M X � w � r , a> I w z 0 z 0 m N U-) CONSULTANTS: STRUCTURAL ENGINEERING Frost Structural Engineering 1020 Lincoln Road Idaho Falls, Idaho 83401 (208) 227-8404 Fax (208) 227-8405 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 1355 East Center Street Pocatello, Idaho 83204 208 233-0501 233-0501 Fax (208) 233-0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 East Center St. Pocatello, Idaho 83201 (208) 232-4439 Fax (208) 232-1435 O mOQ O v V H Z O O ILI V• O V • .MM� OL J U Z LLI O �Q � D REVISION: DRAWN BY: JOB NO: BALM 811 CHECKED BY. DATE: BALM FI -B. 122 PLOT DATE: 3-08-22 DRAWING NO. FILE: 811—SD1.I—SPO * SD1.1 51;�1.I 10 OF 1 I I ��Y�IOT�S I I FLAT CURB, SEE DETAIL 0/5D2.1 2 ASPHALT FAV I N6 - SEE DETAIL A/SD2.1 3 LIGHT POLE AND 8,45E - SEE DETAIL L/5D2.1 4 DOMESTIC AELL, SEE SHEET 5D3.1 5 FIRE HYDRANT, SEE PTL P/SD2.1. 6 HAND I CAP PARKING 516N5 - SEE DETAIL G/SD2.1 4" THICK CONCRETE SIDE AALK - SEE DETAIL 5/5D2.1 O 5' TALL CHAIN LINK FENCE - SEE DETAILS 5/SD2.2, G/SD2.2 4 D/SD2.2 FOR EXTENT OF CHAIN LINK FENCE SEE 5D 1.2 O 4" THICK CONCRETE SPLASH BLOCK SLOPED AWAY FROM THE BU I LD I NG 10 4 WIDE STRIPING TYPICAL OF ALL PAINTED TRAFF I G L I NES. I I PAINTED TRAFFIC DIRECTION ARROWS 12 LOW BACK CURB AND GUTTER - SEE DETAIL H/5D2.1 13 FLAG POLE - SEE DETAIL K/SD2.1 14 ELECTRICAL TRANSFORMER LOCATION - CONCRETE PAD SIZE AND THI CKNE55 AS REOU I RED BY ROCKY MOUNTAIN POWER SPECIFICATIONS 15 BIKE RACKS - SEE DETAILS E/5D2.2 AND F/SD2.2 16 TRASH ENCLOSURE - SEE DETAIL A/5D2.2 I 1:2"X4" GONG. MOW STRIP AT BUILDING PERIMETER - SEE DETA I L J/5D2.1 I S FIRE HELL PUMP HOUSE AND FIRE RESERVO 1 R TANKS SEE SHEET AIAI, MECH SHEETS AND 5D3.1. 19 6" GONG. SLAB, HATCHED AREA I ®I EXPAN5ION/CONTROL JOINTS - SEE DETAIL F/6 5D2.1 21 FIRE ACCESS - 2" ASPHALT / 3" BASE / 12" ENG 1 NEERED FILL ®I 6" THICK x 36" DEEP GONG. FROST WALL AT EXTERIOR 5AIN61N6 DOORS (3 SIDED). FROST WALL TO BE 45" FROM EXTERIOR HALL AND EXTENDED A MINIMUM OF 12" ON EACH SIDE OF OPENING. © EXISTING TREE TO REMAIN, PROTECT ® TRANSITION FROM 6 -INCH CURB TO LOW BACK/FLAT CURB 25 6" TALL CONCRETE CURB/GUTTER SIMILAR TO H/5P2.1 �6 SITE SIGN, SEE DETAIL N/5D2.1 DOWNSPOUT TO DRAIN, SEE DETAIL 6/5D2.2 GUTTER INLET TO DRAIN 5AALE, SEE DETAIL B/SD2.3 ��i O O O GENERAL SITE NOTES 1. CONTPIACTOR SHALL GHEGK ALL DIMENSIONS AND REPORT ANY ERRORS OP O ISSIONS TO ARCHITECT. 2. DO NO SCALE DRAWINGS. 3. ALL ONSTRUGTION TO BE TO CURRENT ADOPTED CODES REGULATIONS OF TU ISDICTIONS HAVING AUTHORITY OVER THIS PPOTECT. 4. COOP INATE DRAWINGS WITH MECHANICAL/PLUMBING AND ELECTRICAL DPAWI GS. S. ALL RIGHT-OF-WAY CONSTPUCTION � IMPROVEMENTS TO BE TO CITY STAN RDS OP LOCAL 7UPISDIGTION. G. GPADI G PEP SITE PLAN, PEDIPEGT CONTOURS WITH RESPECT TO EXISTING AND NI W WORK. PEDIPEGT OP PELOCATE EXISTING UTILITIES AS REQUIRED. 7. REMOVIEXISTING ABANDONED UTILITIES WHERE ENCOUNTERED, GAP AS PEQ'D.IE 8. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOP NEW SITE UTILITY INFO. 8 SEPVIGE LOCATIONS. 9. FIELD IEPIFY EXIST'G UTILITIES, GALL LOCATE SEPVIGE, PRIOR TO BEGINI G WORK. 10. ALL S TE GRADING TO SLOPE AWAY FROM BUILDING. 11. REFER TO SHEET SD2.3 FOP TYPICAL SITE DETAILS SITE PLAN - LAYOUT SGALE: 0 = 40'-O" "H 0 W m 0 W Of Q U W H S U a_ Q W mrI- W 0 z W z 0 0 Z W it O a W 0 o' O (10z 2 Cn W 0 vi (D z Q o- 0 LL - 0 O W V) 7) 0 W N_ O 2 D Q z D z Q J 0 z O U 0 z Q [L 2 (n W O J Q 0 Z Q W U H 2 U 0_ Q W H 0 z Q H 2 CD 0 U GO 0 Ld F -- C.) W H O w CL W 0_ Q V) Z W 0 0 z Q CD z_ 3 Q of 0 U J J a - Cf) Ld Q U O V) N Q Q BRENT A. McFARLAND AR -2561 MARCH 8, 2021 STATE OF IDAHO 4 00 W� 0 Q 0 o' M w U¢ff a> cn 01 W ZDz 0 Z 0 m N LO CONSULTANTS: STRUCTURAL ENGINEERING Frost Structural Engineering 1020 Lincoln Road Idaho Falls, Idaho 83401 (208) 227-8404 Fax (208) 227-8405 MECHANICAL ENGINEERING ENGINEERED SYSTEMS ASSOC. 1355 East Center Street Pocatello, Idaho 83204 (208) 233-0501 Fax (208) 233-0529 ELECTRICAL ENGINEERING PAYNE ENGINEERING INC. 1823 East Center St. Pocatello, Idaho 83201 (208) 232-4439 Fax (208) 232-1435 mOQ � p H v� L� V • ,I p lu O J It= ,1 , 11' U Z O �Q 0 REVISION: DRAWN BY: JOB NO: BAM 511 CHECKED BY: DATE: BAM FEB. 122 PLOT DATE: 3-08-22 DRAWING NO. FILE: 811-SD1.2-SPL * SD1.2 5=� 1.2 10 OF