Laserfiche WebLink
X10 1 <br />1,'#0�qa0 p'ra <br />"gd'' A�fy AARP <br />!q <br />001 00 <br />O r1 4 CJ� Ag 01 #91 A le Ob16 J 1 <br />I <br />Cli 901 <br />A,, / dye .' „9" <br />Al �� QQ p� LOT 7 = gI'a�0' <br />X02 •gi,��� �� LOT 6 <br />g�S <br />OPP " L OT G <br />LOT a <br />w,10�. <br />GENERAL: <br />I. A CON5TRUCTION ENTRANCE SHALL Be IN5TALLW PRIOR TO COMMENCEMENT OF GRADING. LOCATION OF <br />THE ENTRANCE MAY BE ADJUSTED BY THE CONTRACTOR TO FACILITATE 6RADIN6 OPERATIONS. ALL <br />CONSTRUCTION TRAFFIC. ENTERING THE PAVED ROAD MUST CROW THE CONSTRUCTION ENTRANCE. <br />2. CHANGES TO THIS EROSION AND SEDIMENT CONTROL PLAN TO MEET FIELD CONDITIONS SHALL BE MADE <br />ONLY WITH THE APPROVAL OF, OR AT THE DIRECTION OF THE COUNTY ENGINEER. DURING THE RAINY SEASON, <br />PUBLIC, ROADWAY SHALL BE KEPT CLEAR OF EARTH MATERIAL AND DEBRIS. <br />THE SITE SHALL BE MAINTAINED 50 THAT A MINIMUM OF SEDIMENT LADEN RUNOFF ENTERS THE STORM <br />DRAINAGE SYSTEM AND PUBLIC ROADWAY. THIS PLAN COVERS ONLY THE FIRST WINTER FOLLOWING <br />GRADING, PLANS SHALL BE RESUBMITTED FOR APPROVAL PRIOR TO SEPTEMBER IST OF EACH pFEssi <br />SUBSEQUENT YEAR UNTIL THE PROPOSED IMPROVEMENTS ARE COMPLETED, eP oN <br />'�°, � <br />3. CONTROL NEA5URE5 SHALL BE INSPECTED AND REPAIRED AT THE END OF EACH WORKING DAY ,a,0 M. 9<1 �¢�•° � <br />AND, IN ADDITION, AFTER EACH STORM. _ <br />z � <br />E�No.62gn� aZ <br />\pb 4. A NOTICE OF INTENT (NoU SHALL BE FILED WITH THE RE610NAL WATER QUALITY CONTROL BOARD LU %(gyp} arn <br />7 / K Exp. <br />l PER THE NATIONAL POLLUTANT AND DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT.. w <br />QVIU C��P <br />g«n <br />1010 _ _ _ r _ _ INSTALL FIBER ROLL <br />AND/OR SILT FENCE O n <br />g qA <br />V <br />INSTALL CONSTRUCTION 4 <br />ENTRANCE PROTECTION O <br />®CONTRACTOR TO STABILIZE THROUGH HYDROSEEDING Z <br />DISTURBED SOIL PRIOR TO RAINY SEASON <br />�"LOT 10 <br />INSTALL EQUIPMENT REFUEL AND SERVICE AREA IN <br />40 ( sae , g BL-Z5TONE � � <br />1 ---�OURT t� LOCATIONS APPROVED BY A CERTIFIED PROFESSIONAL O� �� <br />— g� IN EROSION & SEDIMENT CONTROL U) a <br />,A� --- O > <br />♦ W C <br />STORM WATER POLLUTION PREVENTION PLAN �. <br />WITH THE EXCEPTION OF PROPERLY PH BALANCED DESILTED WATER FROM SITE <br />DEWATERING, THE CONTRACTOR SHALL NOT DISCHARGE ANY MATERIALS AND/OR <br />LIQUIDS TO THE STORM DRAINAGE SYSTEM. ACTIVITIES OF PARTICULAR <br />CONCERN ARE: <br />A. ALL EQUIPMENT REFUELING IN THE PROJECT AREA SHALL BE CAREFULLY DONE TO <br />AVOID SPILLAGE. ANY SPILLS SHALL BE CONTAINED AND GLEANED UP IMMEDIATELY <br />IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS. ALL FUELING VEHICLES <br />SHALL BE EQUIPPED WITH SPILL CLEANUP MATERIALS AND EQUIPMENT. <br />B. CONTRACTOR SHALL CONTROL AND PROPERLY DISPOSE OF ALL LIQUI05. <br />G. A SEPARATE SWPPP MUST BE KEPT ON-SITE DURING CONSTRUCTION. <br />D. SEE mr4Amrcbca.goylatormwater/coretructlonhtml FOR 5WPPP STANDARDS <br />•0 • ` <br />10) <br />LU <br />W O <br />LOT 5 LOT LOT 11 O z m <br />` ��. U LU00 <br />0 g�Aa <br />� INV. 51.44 � � ♦♦ <br />30' P.U.E. ♦j / <br />_ ... LOT 13 <br />EROSION CONTROL NOTES: gq LOT 12 ` 00 �O V) N <br />1. ALL EROSION CONTROL MEASURES SHALL BE GON5TRUGTED PER THE STANDARD <br />CONSTRUCTION SPECIFICATIONS DATED OCTOBER 191411Z W <br />9 AND THE EROSION AND 1— ��. z � <br />SEDIMENT CONTROL STANDARDS AND SPECIFICATIONS LATEST REVISION.' <br />WHERE DISCREPANCIES EXIST THE STANDARD DRAWIN65 OF THE OW5ION I LOT 3 I �*�' ♦ �� (LQ <br />AND SEDIMENT CONTROL STANDARDS AND SPECIFICATIONS SHALL SUPERSEDE I <br />THE STANDARD DRAWIN65 OF THE STANDARD CONSTRUCTION SPECIFICATIONS. J <br />N H W CL <br />2. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED DURING x x Z <br />a <br />CONSTRUCTION BY THE CONTRACTOR PER THE EROSION AND SEDIMENT CONTROL IC) LLj ILLJ 13. <br />STANDARDS AND SPECIFICATIONS, LATEST REVISION.I O r rt <br />— _ GEMSTONE N DRI VE �.� ♦ 6 W CLS. DUST CONTROL SHALL BE PRACTICED PER THE GRADING ORDINANCE AND `r op— � — — IL — ?' Ca <br />STANDARD CONSTRUCTION SPECIFICATIONS, LATEST REVISION. �'0 Cj vii gel ggsp 0" Cjl � \ .10O W <br />4. STABILIZED CONSTRUCTION 517E ACCESS SHALL BE CONSTRUCTED PER <br />ATTACHED DETAIL WHERE CONSTRUCTION TRAFFIC, ENTERS OR LEAVES <br />PAVED AREAS. THE STABILIZED ACCESS SHALL REMAIN IN PLACE ON A YEAR <br />ROUND BASIS UNTIL COMPLETION OF CONSTRUCTION. <br />S. SENSITIVE AREAS AND AREAS UNDISTURBED BY GRADIN6 SHALL BE PROTECTED <br />BY FILTER ROLL BARRIER AS SHOWN ON THE ROUGH GRADING PLAN AND <br />CONSTRUCTED PER ATTACHED DETAILS. FILTER ROLL BARRIER, OR APPROVED EQUAL, <br />SHALL REMAIN IN PLACE ON A YEAR ROUND BASIS. <br />6. FILTER ROLL, 5TRAW WATTLE BARRIER OR OTHER EROSION CONTROL MEASURES <br />BE GONSTR ICTED PER ATTACHED DETAILS, TO PROVIDE PROTECTION AT THE <br />PERIMETER OF THE PROJECT WHERE SHEET FLOW TYPE RUNOFF MAY DISCHARGE <br />TO ADJACENT PROPERTIES. STRAW ROLL, OR APPROVED EQUAL, SHALL REMAIN IN <br />PLACE ON A YEAR ROUND BASIS, <br />T. ALL SLOPES STEEPER THAN 10s SHALL BE HYDROSEEDED WITH AN <br />APPROVED SEED MIXTURE AFTER COMPLETION AND PRIOR TO THE RAINY <br />SEASON TO ALLOW MAXIMUM GROWTH OF HYDROSEEDED AREA. <br />y <br />top <br />iU . . _ ... ... j;`' pg ♦ z to <br />q M N <br />— <br />LOT g"� cP I ,• <br />—° LOT 14 <br />e <br />25' I25' I I rn <br />LOT 17 LOT 16 rn <br />j EQUIPMENT REFUEL Z g� Design <br />AND SERVICE AREA o AMC <br />LOT �a �I� ,�� CheckAMC <br />j Z w ZIZ LOT 15 s Date <br />O p w �♦ 04/04/05 <br />Scale <br />l 1 1" = 80' <br />_ r r ..... -r r r r r r ` r — r r r r r r r. r r r r r r r r r r r r. r <br />..�.( ` r _ <br />/ b r r _ _ _ _ A . OrigiOnal Drawing i Bole <br />VIPto <br />1 O 410 ^A 1q 0 0 O 20 4 I <br />�Ab 00��JON ROAD Ow � Sheet Number <br />14 of 15 <br />Project File No. <br />031031RG2 <br />