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) <br />Off` P9. <br />qtr % <br />L 0 T <br />45, <br />REISMIN <br />L 0 T <br />5 CONCRETE <br />6" OF 1.1n/001 "CLASS 5 AGGREGATE BASE <br />- APPROVED SUBGRADE <br />• REFER TO 1.11/DOT SPECIFICATIONS <br />CONCRETE PAVEMENT <br />T. ALL THICKNESSES. AS SPECIFIED. ARE TO BE CON5DERED MINIMUM DEPTHS AFTER COMPACT.. <br />2. ALL MATERIALS ARE SPECNIEO USING Mn/DOT 005040110NS <br />J. NE PORTLAND CEMENT 012NCRETE PAVEMENT IXXTME SHALL BE N ACCORDANCE MM PAKMENT SE5991 2301 OF THE STANDARD AR- ENTRAINED_ <br />CONCRETE FOR CONSTRUCTION. THE MIXTURE SHALL BE DESIGNED TO D LOPEOA MINIMUM COMPRE 9VE STRENGTH OF E <br />3000 P9 AT 35 DAYS INN A 4 INCH AUNT AND 4 TO TS ENMANEO AIR. <br />4. 40000410 BASE SHALL CONFORM TO Me/DOT SPECIFICATION 2211 (CLASS 5). <br />5. THE CONCRETE PAVEMENT SHALL HAVE ISOLATION (EXPANSION) J01415 AROUND ALL PENETRATION POETS <br />(LIGHT POE FOUNDATIONS, vALVE BOXES. MANHOLES. CURBS. ETC) AND CONTRACTION JOINTS RASED . <br />FORMED. EVERY 8 TO 10 FEET (T /3 DEPTH OF SLAB THE CONTRACTOR SHALL ALSO 0EY ALL JDNY ME CONSTRUCTION JOINTS AND TIE THE <br />SHALL SORT SHOP IRAMNGS SHOMNGT PROPOSED JOINT LAYOUT. <br />O THE PAVEMENT. THE CONTRACTOR <br />PAVEMENT SECTIONS <br />NO SCALE <br />R <br />4f <br />Appro.imole WolerS Edge <br />Water Elevction • 880.7 <br />too of 5 /08/0*) <br />(001 ON NOTE' <br />t. CONMACLG LS S4ECSKALLV CAUTON1 TUT ME LOCATIONS AND/OR ELEVATIONS 6 DO .MOH MITES AS 94015 ON NEE PLANS ARE BASED ON RECORDS <br />TILE/ CMPAMES Afro. MERE POSSIBLE. MEASIMIENT5 TANEN IN THE FELL. E iNVDRMATON E NOT 10 BE RELIED ON AS BEINS EXACT OR <br />6 COUPLET, THE CONTRACTOR MUST CONTACT ALL ME APPROPRAE ROUTE COMPARES AT LEAST 48 HELMS BEFORE ANY ERDAN•TM M REQUEST EXACT <br />PEED LaATON V UTUTES. I IRE . THE LOCATI P r SMALL U111.3 SHALL RELOCATE E OBTAINED Br MTNIE CONNTR.. Br CALLER MONESDTAA <br />PROPOSED AM .EMd3 AT pN�-1168 PLANS. <br />OWNER SEAM .E CALL AT e.- 2m -Ilce . es.:s: -5oi � <br />GENERAL NOTES: <br />I. CMNAONS MALL ROWER UDUn dCTARAL PLAN•SpK PUMdK LOOTER OF ODSIMS OrS ST.LE SLOPED PAVING. MR PORCHES PRECISE WILDING <br />ME GENERAL [.TRACTOR SHALL ME ALL PRECAUTIONS RECESS., M AVM PROPERTY PARADE TO ADJACENT PROPER,. OI.0 ME CONFMUCTION PHASES <br />2. PHASES 0, .S m4 PRIMLY. <br />TME CENTRAL. WU BE WELD MLLE RESPONSIBLE POR ANT OWADE DURING OCCUR.. TO ME ADJACENT PROPERTIES DUNG T CONSTRUCT. <br />1 SALEM NOME TO CONTRACTORS IN .CO DANCE WIN GENERALLY ACCEPTED [SMUG,. PRACTICES ME C.TUCNR VALI BE SOLELY AND COMPLETELY <br />RESPONSIBLE TOR [[HORS ON ME J. ME. INCLUDING SAFETY Or 4L PERSONS AND PROPERTY OU1ams PERFORMANCE OF ME WC. 5 RECIORD ENI MLA <br />APPLY [.ONUS, AND NOT BE CANTED M NORMAL WARMING .4AS. ME DUDE OF ME MORE. DEVCLORER TO CONDUCT CONSTRUCTION RESEW OF <br />ME C.TRACTRS PERFORM/. R NOT INTENDED 70 WCLWE REVIEW O 4110 AEOLACY OF TE CONTRACTOR'S SAFETY MEASURES IN... NEAR ME <br />CONSTRUCTION ME <br />.. CONSTRUCIRN MULL COMPLY MM ALL APPLICABLE GO EREHL CODES AM BE CONSTRUCTED ME SAME. <br />5. ACCESS ROADS MALL BE ES1ABU5EL AND LOANTA2 D DURO* CONSTRUCTION 0 ACCORDANCE MM 4245508010 INFORM FIRE CONE <br />5RADIN0 NOTES: <br />1. E BO.DAM, TOPOGRAPH, 'MUM ARO ROAD NE.MATION TAKEN ER. MEET 2 Or May SET Or PLANS. <br />2. TCONTRACTOR 9MA. RESTRICT 4L .•ONO AND CONSTRUCT. ACTIMIEAS TO AREAS DESMATEU . ME PLANS ACTIVITIES PROMOTED 00,90E O ERE <br />ANY VEwAt. LEOMA a SnOULDDE INCLUDE. BUT DOI B p 3710 To. so, A AND OTHER MATTI4 51aRRNG EGNPMd1 . MAOnNERT S1.AGL OR ME a <br />3. ME 9E HAS NOT NECESSARILY BEEN DESIGNED f0 BALANCE ME . -SIT: I/AERIALS ff. 1010 910 CAVE 15 OMPLETEO. R EXCESS SOIL MATERIAL EM515. <br />ME CONTRACTOR MALL DISPOSE OF ALL EXCESS 50L MAIER14 Orr -9E 0 • MANNER ACCEPTABLE TO THE ONYX AND TE PECULATING AOE1OE6 NWLSD. <br />TE .MACTOR SNAt1 BE RESP.SIBIL F. =ET, AHO re="88T MAmC WJ79-115SCES SUM AS BARRCNES wARMNO 9.5. DRECT.4 <br />9.. n•Md AND u.rs To cONmaL ME uovEUER1 ar MAmc WORE NEassARY. AFnc cMTRG DEMCES sH4L c.r.0 ro APPnoPROAE RwNESOu <br />DERARIMENT OF TRANSPORTER NON STANDARDS <br />S- .OPOS D CO RS1 OAR O .11.1NLE55 FACE ORR MJ NOTED. <br />ANO PROPOSED CORM. ARC MIOWN AY 2 TOOT INTERVALS ALL ENEKD CUT . FILL <br />SLOPES I SPOT ELEVATIONS 91MN MOCAE FIRMED PAVEMENT ELEVATION UNLESS °TERM E NOTED. nEVAT.S SWOON AT CURET AND wTTS ARE GUTTER GRADES <br />MUSS aMdrASE NOTED. <br />2 ME CO M.. MALL ASSURE realm DRAINAGE AWAY FROM MNpING FOR ALL NATURAL AND PALED AREAS <br />50 THE CONTRACTOR SMALL ADJUST AND/. CUT MEMO PAVEMENT AS NECESSARY TO ASSURE A 91041 RI AND CONTNU005 GRADE. <br />ME AGGREGAE BASE <br />Vg: ROIL WLL DE RE001REDR4 ME 5Ma1 2NN0 020500 AEA MUBGRAOE INE ENG /T. 91MUEL.0LYS <br />nONM R 00 5 r0xECM 001 MUG1 W 50 A AS SS WE100 T ZS TINS ESI RCLLMC P INSPECT. ATE .ECTM . MF ES <br />SMALL AE CETEMANESN . SECTIONS 0, MEASTREET OR RNOG MU ME.5 *ABLE MCORRECT. SE SRGRAOE SNDMdS u Sr BE REINREV OAR SUB.ADE AND <br />RE AY..AT.SERAL MAY BE REOUROD. BLE MATERIAL SNAIL BE REMOVED OR STABLIEED 0 PLACE ANO MIEN CMP.EU PER THE MONEER'S <br />I TR °, UNDATED AREAS ARE TO RECEDE A ANN. OF OF 1D05DIL SEED MULM OR SOO AND BE WATERED UNTIL A HEAL. STAND Or <br />CRASS IS .TAXED UNLESS NOTED OIER... <br />GRAPHIC SCALE <br />410 0 20 40 <br />( IN PEES ) <br />I inch •• 40 fL <br />CERTIFY THAT THIS PLAN, SPEC! <br />OR REPORT WAS PREPARED BY ME <br />m <br />z <br />0 <br />H <br />U <br />OR UNDER MY DIRECT SUPERVISION AND THAT <br />PROFESSIONAL <br />014 <br />O <br />10/10/2004 <br />z <br />3 <br />Q <br />cu <br />0 <br />z <br />4-- <br />U <br />W <br />0 <br />Cl_ <br />PROJECT NAME: NEW BRIGHTON KINGDOM HALL <br />SHEET: GRADING PLAN <br />z <br />IZ <br />BUILDING <br />R IH:GIO AL <br />Cr] <br />T <br />Sheet N <br />5 OF 6 <br />