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HomeMy WebLinkAboutHarvestHeights 2016-10-04CIVIL SITEWORK FOR9 : PART OF THE SE 1/4 IN SECTION 29, TOWNSHIP 6 NORTH, RANGE 40 EAST B.M., MADISON COUNTY PROJECT L OCA TION 16123 OCTOBER 2016 VICIN17YMAP Designed By: PROJECT L6CATION AGLEJ ROCK NGINEERING CIVIL o PLANNING o SURVEYING IDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665 APPROVED BY: APPROVED BY: APPROVED BY: APPROVED BY. APPROVED BY: CITY OF REXBURG ENGINEERING DEPARTMENT CITY OF REXBURG FIRE DEPARTMENT ROCKY MOUNTAIN POWER CENTURY LINK INTERMOUNTAIN GAS W Zm Q `o Q z - o Q > a L Lu Lu a o >. a z Q a o u m cc } cc m 0>- C)Z u3 ua m LLI 7 z < te. w u CL Q Lu 4 vii ❑ Q cL cn ❑ w u Ln z O z t—' Z W > 2 F 0 0 � V d cn W = �C Q ~ c/y 00 LU >w Lr } Q Z w V_ Z 0 a OC V) z 0 0 Lu a Ln Lu O z t—' Z W > 2 F 0 V) � V d cn W = �C Q ~ c/y 00 LU >w Lr } Q Z w V_ Z 0 a OC Lu z t—' a z W > W F V) � V PROJECT CONTACTS CITY OF REXBURG ENGINEERING DEPARTMENT DEQ DIGLINE (CALL BEFORE YOU DIG) EAGLE ROCK ENGINEERING PROJECT ENGINEER PROJECT MANAGER INDEX JOHN MILLAR McKAY ANDERSEN KURT ROLAND COVER VICINITY MAP/LOCATION MAP G-1 NOTES/INDEX/ABBREVIATIONS/CONTACTS/DETAILS C-1 OVERALL SITE PLAN PP -1 PLAN & PROFILE PP -2 PLAN & PROFILE ABBREVIATIONS EL. ELEVATION FF FINISHED FLOOR INV INVERT O.C. ON CENTER REQ'D REQUIRED STD STANDARD TEMP TEMPORARY TYP TYPICAL TBC TOP BACK OF CURB DWG DRAWING FL FLOW LINE OF CURB TFW TOP FRONT OF SIDEWALK TBW TOP BACK OF SIDEWALK X EXISTING BLDG BUILDING GB GRADE BREAK SSMH SANITARY SEWER MANHOLE CB CATCH BASIN MH MANHOLE SD STORM DRAIN (208) 359-3020 (208) 528-2650 (800) 342-1585 (208) 757-7625 (208) 757-7625 GENERAL NOTES: 1. SPECIFICATIONS AND DRAWINGS FOR THIS WORK SHALL BE PER CITY OF REXBURG STANDARDS AND ISPWC STANDARDS. THE DETAIL DRAWINGS HEREIN SUPPLEMENT THE CITY OF REXBURG STANDARDS, 2. BED PIPE IN NATIVE MATERIAL FREE OF ROCKS LARGER THAN 1 INCH IN DIAMETER AS BEDDING. IF ROCKS LARGER THAN 1 INCH ARE PRESENT, USE CRUSHED AGGREGATE OR SAND AS APPROVED BY THE ENGINEER. 3. ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO BID. IN CASE OF CONFLICT THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO THAT CLARIFICATION MAY BE MADE PRIOR TO THE START OF WORK. 4. ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS OTHERWISE NOTED. 5. THE CONTRACTOR SHALL RETAIN AND PROTECT OR REMOVE AND REPLACE ALL LANDSCAPING, TREES, UTILITIES, DITCHES, CULVERTS, FENCES, MAILBOXES, SIGNS, LIGHTPOLES, HEADGATES, AND ALL OTHER MISCELLANEOUS ITEMS. ANY DAMAGE DONE BY THE CONTRACTOR TO EXISTING STRUCTURES TO REMAIN, SHALL BE REPAIRED AT CONTRACTORS EXPENSE. 6. GENERAL LOCATIONS AND SIZES OF EXISTING UTILITIES ARE SHOWN ON THE PLANS. THEY ARE TO BE USED FOR GENERAL INFORMATION ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE APPROPRIATE UTILITY COMPANIES WHEN CONSTRUCTION MIGHT INTERFERE WITH NORMAL OPERATION OF ANY UTILITIES. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE APPROPRIATE UTILITY COMPANY FIELD -LOCATE ANY EXISTING UTILITIES WHICH MIGHT BE AFFECTED BY CONSTRUCTION PRIOR TO BEGINNING WORK IN THAT AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SERVICE OF EXISTING UTILITIES AND FOR RESTORING ANY UTILITIES DAMAGED DUE TO CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR GRANULAR MATERIAL, DISPOSAL SITES, AND ANY ADDITIONAL MATERIALS THAT MAY BE NECESSARY FOR PROPER CONSTRUCTION OF THIS PROJECT. 8. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS FOR WATER REQUIRED FOR TESTING, COMPACTION AND DUST CONTROL MEASURES. 9. THE CONTRACTOR SHALL PROVIDE REQUIRED TRAFFIC CONTROL IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. SEWER NOTES: 1. ALL SANITARY SEWER MAIN LINE PIPING IS TO BE ASTM D-3034 SDR 35. 2. ALL STORM SEWER PIPING IS TO BE ADS N 12 HDPE S65 RIBBED PIPE. 3. ALL SEWER SERVICES TO EACH BUILDING ARE TO BE 4 IN. SDR 35 PVC UNLESS SHOWN OTHERWISE. ALL SANITARY SEWER SERVICES SHALL EXTEND 15 FEET INTO THE PROPERTY AND BE MARKED WITH A 2x4 4. GRADE ALL FINISH SURFACES AWAY FROM MANHOLE LIDS. S. TEST GRAVITY SEWER PIPE PER ISPWC SECTIONS 501.3.4. 6. CONSTRUCT ALL SANITARY SEWER MANHOLES PER ISPWC 2008 STANDARD DRAWINGS SD -501. 7. ALL PIPE BEDDING TO BE CONSTRUCTED PER ISPWC 2008 STANDARD DRAWINGS SD -301 & SD -302. 8. ALL SANITARY SEWER SERVICE LINES ARE TO BE CONSTRUCTED PER ISPWC 2008 STANDARD DRAWINGS SD -511, SD -511A, AND SD -512. 9. DO NOT ALLOW MORE THAN 12" OF GRADE RINGS ON MANHOLES BEING RAISED. 6 PLAN DETAIL ;BER GASKET MANHOLE NOTES: 1. PLACE VERTICAL WALL ON UPSTREAM SIDE OF MANHOLE, ROTATED 45 DEGREES. 2. WHERE PVC PIPE IS UT€LIZED, INSTALL A RUBBER RING OR GASKET COLLAR WHERE THE PIPE IS IN CONTACT WITH MANHOLE BASE AND/OR MANHOLE CHANNEL, IN ORDER TO INSURE A WATERTIGHT SEAL. 3. UNLESS OTHERWISE SHOWN, MANHOLES SHALL HAVE 0.1 FALL FROM UPSTREAM INVERT TO DOWNSTREAM INVERT. FOR PIPE SLOPES GREATER THAN 2,5% SLOPE, SEE PLAN & PROFILE. COMPACT 1' MAX. BAWILL IN 6' LAYERS TO 95% OF ASTM D-698 FRAME & COVER a' MIN CCMIPACT APPROVED WMIN FINISHED GRADE , BE MATERIAL C 95% OF ASTM 9a ` 12• 0-698 9 12" MAX MAX COLLAR PRECAST MONOLITHIC CONCENTRIC CONE SECTION GASKET ALL .JOINTS 6' MIN 4'-0 DIA PRECAST CONCRETE MANHOLE—BARREL i SECTIONS AS REO'D 5" e e :e a e 0 RUBBER BOOT N S" MIN ., .•a: , PREFABRICATED BASE. . a a• MOM, Zj Q R 0 Z UNDISTURBED EARTH a_ o Ld SEINER MANHOLESECTION Z-,--,,, ,, -, SHAPED UNDISTURBED SOIL, EXCAVATE FOR BELL HOLES, SHAPED SUBGRADE GRANULAR FOUNDATION PIPE BEDDING FOR RIGID PIPE COMPACT 1" MAX. BA'"`^'" TO 95% OF ASTM D-1 `COMPACT APPROVE BEDDING MATERIAL ,r TO 95% OF ASTM 9 MAX12'D-699 MA SHAPED UNDISTURBED SOIL EXCAVATE FOR BELL HOLES, SHAPED SUBGRADE GRANULAR FOUNDATION PIPE BEDDING DETAIL FOR FLEXIBLE PIPE 2 DETAIL 4 PIPE BEDDING DETAILS PRO. EXIST. TBC a TBG 62.80 B„ w EXISTING WATER LINE €-8" ss-- EXISTING SANITARY SEWER MAIN x x I11�11 I i GAS ---- GAS LINE T — LEGEND DESCRIPTION PROPOSED/EXISTING ELEVATION PROPOSED/EXISTING FIRE HYDRANT PROPOSED/EXISTING VALVE PROPOSED/EXISTING MANHOLE PROPOSED/EXISTING STORM DRAIN INLET PROPOSED/EXISTING POWER POLE PROPOSED/EXISTING STREET LIGHT PROPOSED/EXISTING CURB AND GUTTER DRAINAGE FLOW ARROW PROPOSED ASPHALT CONCRETE BOUNDARY LINE CENTERLINE SECTION LINE EXISTING GROUND CONTOUR LINETYPE DESCRIPTION S" W'= PRESSURE LINE (WATER LINE) sc SANITARY SEWER MAIN B„ w EXISTING WATER LINE €-8" ss-- EXISTING SANITARY SEWER MAIN x x FENCE LINE GAS ---- GAS LINE T — TELEPHONE LINE op — OVERHEAD POWER LINE UG UNDERGROUND POWER LINE E - UNDERGROUND PVC POWER CONDUIT zlt- DRAINAGE FLOW BREAKLINE TYPICAL STREET/OPEN F=IELD _0oooa0o0o0oa Otl0oo00o;OOo; O0 8 0 w o a p0 0O 0a 00 00 0 0 D0 0 0a ° 0 ° 0 0 0 O 0 0 0 o ° g° 0 d0 0 00° 0°0O Qo 0 0 O 000°0000000.�1�6'0 D 0 0 0 0 00 00 000 00 00 °°° 0°°°° 000000 0°°°°0° 0D°O(0000000000000 NATIVE MATERIAL 00 0°00 °°°°©0°°0COMPACTED AS PER CITY 000°00° REQUIREMENTS AND ISPWC 0000000000000 00000°°°000 0°°O0°° 000 00 000000 Z0000o°a°0°0°a°0°00000o°00000oa0o004- 00 0 4- 00°00°0°00eco °000°0°0°° Z 0°0° 0 d- i�ry_1. 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