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Home My WebLink AboutSITE PLANS - 04-00060 - AFL Telecommunications - 117 N 2nd E - CUP for 80' MonopoleCASCADE BOISE SUN BIRKINBINE PROJECT in the Rexburg Business Park t"admimd A""h (leolodn Sik Phar, PmiimirrF nMFi�F1�1y �ppowd-piwppowl.WA Plemdu8ltZeoie/ — � BUildin8Dep8TftW l FINNPIIIM@d -- — 8e8uwft DPttWwt� W&*D*Ntmd r� -0,y w.aeeWpercArwl.1,5, Ciq CMdtQ4M?AfMIF111 ....s BLACKFOOT VICINITY MAP Rexburg, Idaho P R O J ECT NO. 03205 Civil Site Drawings November 2003 L � , 8842 �G 4TF OF \H. SC��/ Designed By LOTS 1 AND 10 REXBURG BUSINESS PARK 1788 NORTH O N � W � Q a N U Y Z MO O _U 0 N w PROJECT PROFIT STREET LOCATION DIVIDEND DRIVE CEMETERY ROAD El Schiess & Associates ENGINEERING • PLANNING • LAND SURVEYING 4 7103 SOUTH 45TH WEST 135 E. MAIN STREET IDAHO FALLS, ID 83402 REXBURG, ID 83440 OFFICE: (208) 522-1244 OFFICE: (208) 356-6092 FAX: (208) 522-9232 FAX: (208) 356-6468 LOCATION MAP LIST OF ABBREVIATIONS BTM BOTTOM CB CATCH BASIN Di INSIDE DIAMETER DIA. DIAMETER E EAST ELEV. ELEVATION EO EDGE OF OIL FF FINISHED FLOOR FT FEET FW FRONT OF WALK INV INVERT L.F. LINEAR FEET MAX. MAXIMUM MIN. MINIMUM MJ MECHANICAL JOINT N NORTH PE POLYETHYLENE R RADIUS REQ'D REQUIRED S SOUTH SCH SCHEDULE STD STANDARD TBC TOP BACK OF CURB TEMP TEMPORARY TYP TYPICAL W WEST LEGEND INDEX ® COVER — G-1 INDEX/ABBREVIATIONS/CONTACTS —SS -R C-1 OVERALL SITE PLAN —so -m— D-1 DETAILS —W -B D-2 DETAILS LIST OF ABBREVIATIONS BTM BOTTOM CB CATCH BASIN Di INSIDE DIAMETER DIA. DIAMETER E EAST ELEV. ELEVATION EO EDGE OF OIL FF FINISHED FLOOR FT FEET FW FRONT OF WALK INV INVERT L.F. LINEAR FEET MAX. MAXIMUM MIN. MINIMUM MJ MECHANICAL JOINT N NORTH PE POLYETHYLENE R RADIUS REQ'D REQUIRED S SOUTH SCH SCHEDULE STD STANDARD TBC TOP BACK OF CURB TEMP TEMPORARY TYP TYPICAL W WEST LEGEND KAM su. ncvnvna cr^�� KIR t b tneortyo/ rope't-;, Cu k Nmebb. o a NAME: anonpnt e. yiea 1. o,I^rm xilMul In. xritt.n G._1 aulnoriietian OI Yniyf Y As..Cial UTILITY & SERVICES CONTACTS CITY OF REXBURG ENGINEERING DEPARTMENT-............................................................. DEQ....................................................................................................... DIGLINE (CALL BEFORE YOU DIG) ........................................................ OWNER.................................................................................................. SCHIESS & ASSOCIATES ENGINEER.......................................................................................... PROJECTMANAGER........................................................................... GENERAL NOTES: CONTACT ....... JOHN MILLAR........................ ...... WILLIE TEUSCHER.................. ............................... I.... I... 1"......... .... SCOTT BIRKINBINE................. PHONE # ............................ (208) 359-3020 ............................(208) 528-2650 ...........................(800) 342-1585 . ....(208) 523-4500 .............. PAUL SCORESBY................................................... ....... (208) 522-1244 .............. KURT ROLAND........ ....... ................................ ............... (208) 522-1244 1. SPECIFICATIONS AND DRAWINGS FOR THIS WORK ARE THE ISPWC 2003 EDITION. THE DETAIL DRAWINGS HEREIN SUPPLEMENT THE ISPWC 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 IN EACH LOCATION. 3. ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 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 HIS 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 APPROPORIATE 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 REQ'D TRAFFIC CONTROL SIGNING IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. STREET NOTES: USE CURB AND GUTTER TYPES SHOWN ON THE PLANS. 2. ALL CONCRETE SHALL BE CURED WITH A CURING COMPOUND MEETING REQUIREMENTS OF ASTM C-1315. KJR PHS NTS S4 Schiess & Assol ENGINEERING• PLANNING -LAND � I Falb 523-12" txPrmcWrez� iate ,KKINBINE PROJECT Rexburg, Idaho WATER NOTES: 1. COORDINATE ALL METER INSTALLATIONS WITH THE CITY OF REXBURG. 2. WATER PIPE MUST HAVE A MINIMUM SEPARATION DISTANCE OF 10' FROM ANY SANITARY SEWER OR STORM SEWER MEASURED FROM THE OUTSIDE OF EACH PIPE AS OUTLINED IN THE ISPWC 2003, STANDARD DRAWINGS SD -407. 3. EACH BUILDING WILL HAVE A 3/4" WATER METER. 4. COORDINATE LOCATION OF WATER METERS FOR SPRINKLING SYSTEM WITH OWNERS SPRINKLER IRRIGATION PLAN. SS\ONAL FVC F� OISTER 8842 A ST /I- 10oO 9G q7F OF \�P� 5� ti SCORE PR01ECf N0. NDEX/ABBREVIATIONS/CONTACTS 03205 GENERAL G-1 PROPOSED MANHOLE ® EXIST. MANHOLE — CURB & GUTTER —SS -R PROPOSED SANITARY SEWER —so -m— PROPOSED STORM DRAIN —W -B PROPOSED WATERLINE ss -e EXISTING STORM DRAIN SEWER sD-12 EXISTING STORM DRAIN W -s— EXISTING WATERLINE i PROPOSED FIRE HYDRANT • PROPOSED WATER VALVE EXIST. FIRE HYDRANT ® EXIST. WATER VALVE ® CATCH BASIN �.�.-. DIRECTION OF DRAINAGE FLOW F PROPOSED LIGHT POLE EASEMENT LANDSCAPE CONCRETE ® DUMSTER KAM su. ncvnvna cr^�� KIR t b tneortyo/ rope't-;, Cu k Nmebb. o a NAME: anonpnt e. yiea 1. o,I^rm xilMul In. xritt.n G._1 aulnoriietian OI Yniyf Y As..Cial UTILITY & SERVICES CONTACTS CITY OF REXBURG ENGINEERING DEPARTMENT-............................................................. DEQ....................................................................................................... DIGLINE (CALL BEFORE YOU DIG) ........................................................ OWNER.................................................................................................. SCHIESS & ASSOCIATES ENGINEER.......................................................................................... PROJECTMANAGER........................................................................... GENERAL NOTES: CONTACT ....... JOHN MILLAR........................ ...... WILLIE TEUSCHER.................. ............................... I.... I... 1"......... .... SCOTT BIRKINBINE................. PHONE # ............................ (208) 359-3020 ............................(208) 528-2650 ...........................(800) 342-1585 . ....(208) 523-4500 .............. PAUL SCORESBY................................................... ....... (208) 522-1244 .............. KURT ROLAND........ ....... ................................ ............... (208) 522-1244 1. SPECIFICATIONS AND DRAWINGS FOR THIS WORK ARE THE ISPWC 2003 EDITION. THE DETAIL DRAWINGS HEREIN SUPPLEMENT THE ISPWC 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 IN EACH LOCATION. 3. ALL DISTANCES AND DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. 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 HIS 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 APPROPORIATE 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 REQ'D TRAFFIC CONTROL SIGNING IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. STREET NOTES: USE CURB AND GUTTER TYPES SHOWN ON THE PLANS. 2. ALL CONCRETE SHALL BE CURED WITH A CURING COMPOUND MEETING REQUIREMENTS OF ASTM C-1315. KJR PHS NTS S4 Schiess & Assol ENGINEERING• PLANNING -LAND � I Falb 523-12" txPrmcWrez� iate ,KKINBINE PROJECT Rexburg, Idaho WATER NOTES: 1. COORDINATE ALL METER INSTALLATIONS WITH THE CITY OF REXBURG. 2. WATER PIPE MUST HAVE A MINIMUM SEPARATION DISTANCE OF 10' FROM ANY SANITARY SEWER OR STORM SEWER MEASURED FROM THE OUTSIDE OF EACH PIPE AS OUTLINED IN THE ISPWC 2003, STANDARD DRAWINGS SD -407. 3. EACH BUILDING WILL HAVE A 3/4" WATER METER. 4. COORDINATE LOCATION OF WATER METERS FOR SPRINKLING SYSTEM WITH OWNERS SPRINKLER IRRIGATION PLAN. SS\ONAL FVC F� OISTER 8842 A ST /I- 10oO 9G q7F OF \�P� 5� ti SCORE PR01ECf N0. NDEX/ABBREVIATIONS/CONTACTS 03205 GENERAL G-1 2 4 5b' FIRE N 2 WATER METER --.-- FW=77.0' D-1 FW=77.0 " .� JJ E0=76.5 E0=76.5 o +y � FF=77.20 � EO=75.5 ,o E0=75.5 9G qTE OF 0 c:, 0 11 1 < H. SC -0 DRAWN: KAM 100' Schiess & Associates ENGINEERING- PLANNING -LAND SURVEYING ad. IeY fl>n-12" R." ••- m BIRKINBINE Rexburg, $ 7 PROJECT Idaho SITE PLAN PROJECT NO. Z O O 5 9x18 --. APPROVED: PHS 40. REVISIONS g/ GATE CIVIL SITEWORK O. �"`� "° C-1 9x18 HORZ. SCALE: 1"=40' of wtltNn cuu.n.enen >i'�.hw" : ". %te.. SITE PLAN aPrlemrtewoa PROPOSED 1" e VERT. SCALE: N A WATER SERVICE 24' 24' DRAIN POND & SNOW STORAGE ' " DRAIN POND & ' SNOW STORAGE m - PROPOSED 1" FW -770 FW=77.0 WATER SERVICE EO=75.5 'a E0=76.5 E0=76.5 EO=75.5 LOT 10 LOT 1 ' BT "74S - E0=75.5 9x22 EO -75.5 ,. -... ..QT, 74:5 . \\\\ SS -8 W-6 W-6 W-6 W -6 - STOCK AVENUE SD -12 SD -12 SD -12 SS -B SS -8 SS -8 PROPOSED 4" SEWER SERVICE v O N 2 WATER METER D-1 Fjyci SS\ONAI �'Fc` Q�pF��GISTERFO s o ��842 ,o 9G qTE OF 0 c:, 0 11 1 < H. SC -0 DRAWN: KAM CHECKED: KJR Schiess & Associates ENGINEERING- PLANNING -LAND SURVEYING ad. IeY fl>n-12" R." ••- m BIRKINBINE Rexburg, $ 7 PROJECT Idaho SITE PLAN PROJECT NO. Z O O 5 DESIGNED: KJR APPROVED: PHS 40. REVISIONS g/ GATE CIVIL SITEWORK O. �"`� "° C-1 inl. de ument ul w ".A, Nennl In %.l1 p..i^n I .^1 b lna OIOMro of $cnl.0 tr N.«Inb. a d b IW In lolm wllnmt iM HORZ. SCALE: 1"=40' of wtltNn cuu.n.enen >i'�.hw" : ". %te.. SITE PLAN aPrlemrtewoa VERT. SCALE: N A VALVE BOX SET TO 1/2" BELOW FINISHED GRADE FINISHED GRADE VALVE NUT EXTENSION TO WITHIN 8" OF SURFACE THREADED GATE VALVE (3" AND LARGER ONLY) I, COLLAR WATTS SERIESI 009 RPZ BACKFLOW PR EQUIVALENT I THREADED J THRUST BLOCK I GALV. PIPE I USE RESTRAINED JOINT TEE FOR _ 3" AND LARGER IRRIGATION SERVICE, USE A CORP STOP FOR 2" OR SMALLER INSTALLATIONS RESTRAINED JOINT WATER METER IN BOX PIPE PER IRRIGATION SEE NOTE 3 DESIGNER RESILIENT SEAT GATE VALVE FOR 3" AND Oi TYPICAL IRRIGATION SERVICE LARGER SERVICES. USE CURB STOP FOR 2" OR SMALLER INSTALLATIONS \� 6" 6" COMPACT 1" MAX. BACKFILL IN lP LAYE TO 95% OF ASTM D- COMPACT APPROVED ,.BEDDING MATERIAL STO 95% OF ASTM 17 0-698 MAX 1 SHAPED SUBGRADE GRANUTAR FOUNDATION PIPE BEDDING FOR RIGID PIPE COMPACT 1" MAX. BACKFILL TO 95% OF ASTM D-698 COMPACT APPROVED 4 BEDDING MATERIAL TO 95R OF ASTM 9 17• D-698 „ MAX SOIL. HOLES. 17 MAX 17 MAX SHAPED SUBGRADE GRANULAR FOUNDATION PIPE BEDDING DETAIL FOR FLEXIBLE PIF PIPE BEDDING DETAILS NATIVE DIA. AS REQ'D BY SPRINKLER SYSTEM DESIGN (BY OTHERS) NOTES THIS SHEET: 1, SIZE BACKFLOW PREVENTOR PER IRRIGATION SYSTEM DESIGN (BY OTHERS). 2. IRRIGATION SERVICES ARE TO BE PLACED PER IRRIGATION DESIGN (BY OTHERS). 3. USE METER BOX DETAILS AND SIZES IN ACCORDANCE WITH CITY OF RE%BURG REQUIREMENTS AND IN ACCORDANCE WITH IRRIGATION SYSTEM DESIGN NEEDS (BY OTHERS). IN 9 STANDARD TRENCH DETAIL TOUCH READ BUTTON 3/4" OR 1" METER 12" BARREL EXTENSION 0 Schiess & Associates ENGINEERING- PLANNING •LAND SURVEYING S4(� Npto fdb 133-11N RnWq -�� c9PlN9H162901 0 1" SCH 40 0 PVC PIPE WITH x S/W CAPS- o z STRAP SERVICE LINE TO 1" PIPE WITH w ELECTRICAL TIE J STD SIZE POLYTUF 0 a METER BOX OR EQUAL 0 0 -LID & COVER /-SIDEWALK, STREET OR ,/--SIDEWALK, LEVEL 2" POLYETHYLENE INSULATION PAD ANGLE METER VALVE 1" IPS SDR -7 HIGH MOLECULAR DENSITY a POLYETHYLENE PIPE, CONNECT TO METER & ANGLE METER VALVE W/APPROXIMATE FITTINGS 1" PE SERVICE LINE) 2'-0" [� METER BOX AND METER SETTER DETAIL FOR 3/4" AND 1" METERS METER NOTES: 1. PLACE METERS SO THAT THE TOP OF THE METER IS BETWEEN 18" AND 22" OF METER LID. 2. ALL SERVICE LINES SHALL BE BORED UNDER EXISTING ASPHALT PAVING. NO ASPHALT PAVING SHALL BE CUT FOR SERVICE LINE INSTALLATION. TOUCH READ BUTTON 2'_q^ LID 1, COVER RING SIDEWALK. STREET OR I 1 1/2" OR 2" PE SERVICE LINE AS REQ'D TION METER BOX Ai FOR 1 1/2" & 2" METERS `a soNAL ENC 8S 842 � \9G� ql6 OF o 0� y. SOR/ 12" BARREL EXTENSION .�,. KJR Schiess & Associates ENGINEERING- PLANNING •LAND SURVEYING S4(� Npto fdb 133-11N RnWq -�� c9PlN9H162901 BIRKINBINE PROJECT Rexburg, Idaho 2" POLYETHYLENE 0 1 1/2" OR 2" METER INSULATION PAD w � N w Tme document or em pen thereof m %.o er doe9d anonot Ie the property of Scnle.e k poo Imn a e n of be eE In y ler- without the written omhorzouen e/ gcmeee k ieexletee. x ? CAD NAME: DETAILS HORZ. SCALE: NT S J 40A 2" SCH 40 ANGLE METER 0 u PVC PIPE WITH VALVE D: o ¢ S/W CAPS STRAP SERVICE LINE 1 1/2" OR 2" IPS SDR -7 �j 0 TO 2" PIPE WITH HIGH MOLECULAR DENSITY a a ELECTRICAL TIE POLYETHYLENE PIPE, CONNECT TO METER 2' MIN. ANGLE METER VALVE �j W/APPROXIMATE FITTINGS M' OVERSIZED POLYTUF METER BOX OR EQUAL I I TO BACKFLOW PRE AND SPRINKLER SYSTEM 1 1/2" OR 2" PE SERVICE LINE AS REQ'D TION METER BOX Ai FOR 1 1/2" & 2" METERS `a soNAL ENC 8S 842 � \9G� ql6 OF o 0� y. SOR/ KAM .�,. KJR Schiess & Associates ENGINEERING- PLANNING •LAND SURVEYING S4(� Npto fdb 133-11N RnWq -�� c9PlN9H162901 BIRKINBINE PROJECT Rexburg, Idaho DETAILS PROTECT 0322 05 DESIGNED: . KJR APPR pppROVED: PHS N0. REVISIONS BY DATE Tme document or em pen thereof m %.o er doe9d anonot Ie the property of Scnle.e k poo Imn a e n of be eE In y ler- without the written omhorzouen e/ gcmeee k ieexletee. CIVIL STEW 0 R K SHEET W. D-1 CAD NAME: DETAILS HORZ. SCALE: NT S VERT. SCALE: N/A SIDEWALK TOP BACK OF CURB PROFILE GRADE SEMINARY STREET, _ LIP OF 3' LINE 3/4" MIN 1" MAX PLAN % 1FLARED DRIVEWAY DETAIL 0 6" OF 3/4" (-) CRUSHED GRAVEL BASE IIs R= \ II 1/Z. �`• 1••. • .V �r' •p _ ^1 I e'. -1/4" TOOLED RADIUS R=2.. 2" 5BE�1/4" OF CONCRETE SIDEWALK TO ABOVE BACK OF CURB N A. SLOPE .4 of • i e ..,.. . f I 8 5STANDARD CURB &GUTTER DETAIL DRIVEWAY NOTES: STREET CROSS SLOPE 2-6 1/2" EXPANSION JOINT 1. W=DRIVEWAY WIDTH SHOWN ON PLANS. RADIUS 1 1 2" 2. EDGE CONCRETE WITH 1/2" RADIUS EDGING TOOL. a y 3. PLACE 1/2" EXPANSION JOINT BETWEEN SIDEWALK APRON AND CURB; q • , Q AND IN THE DRIVEWAY CENTERLINE IF "W" IS GREATER THAN 20'. 4. USE 3/4" (-) CRUSHED AGGREGATE MATERIAL UNDER DRIVEWAY COMPACT TO 92% OF THE STANDARD PROCTOR MAXIMUM DENSITY. LU W L LL! � 5. 6" THICK CONCRETE WITH y4 REBAR 0 18" O.C. IN BOTH DIRECTIONS. COMPACTED SUBGRADE 6, CONSTRUCTION JOINTS SHALL BE AT 5 FOOT INTERVALS. 6" OF 3/4" (-) CRUSHED GRAVEL BASE COURSE �2"�FLARED DRIVEWAY SECTION 11 4 3" 5'-O" DRAINAGE SWALE PROFILE TYPICAL 4 5'-0" I I 4" CONCRETE SIDEWALK 6.. OF 3/4" (-) CRUSHED AGGREGATE BASE 3 SIDEWALK TOOLED RADIUS R_3" LIP DOWN CURB & GUTTER DETAIL 7 3'• ASPHALT PLANTMIX PAVEMENT PRIME COAT 4'• OF 3/4" CRUSHED AGGREGATE BASE 12 GRANULAR BORROW %4_'� PARKING LOT CROSS SECTION '5\ONAL FNG Q�oQ�ISTE,p 8842 Il—io,�3 s �o \G� OF \D 5� y SCOL/ KAM APPR5 E KJR Schiess & Associates DETAILS PROJECT NO. N0. RENSIONS BY DATE DESIGNED: APPROVED: „ BIRKINBINE PROJECT 03205 KJR PHS ENGINEERING- PLANNING SURVEYING °" °` °°S4 Rexburg, Idaho "° m^t i . pi.d inA..«mt.. °CPD NAME: HOR2. SCALE: NTS M.M EMN sfz-��« RaWp f>a-W= ' g, CIVIL SITEWORK aI Pi.Y °°. I°.m .i, il.n D — 2 .ul�°nzai.n °I S.No. h N...i°I... DETAILS ypRi. SCALE: NSA R*=I _ _