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z <br />INSTALL DRAIR. <br />INSTALL DRAIN <br />o, <br />IL <br />JQ, 7_.. <br />420;6 <br />t I �• <br />I <br />It <br />I I I 1 r�• `?�I I I I I <br />T I I I <br />�`a —_J L_ J L — — — — — — — -ANSTALL FIBER -ROLL J L_ <br />MAINTAIN UNTIL <br />---- ----------- -- NECESS Y------- �_ <br />-----— — — — — — — — — — — — — — — — ------------------------\ \\ ii <br />10 <br />vs <br />Fq <br />TO <br />TOURER <br />oil n ov IL9rgnu- l.31yn/,���, <br />AREA_—T6 aPED 13Y''-/ <br />MIkIMUM 6" B�IbLjl <br />COTR 'CTOR <br />j T RELOCATE IA INEC SMY \' <br />of I I o-5ss <br />p1 I L--- Ja-----`- <br />L--------------- — — — — - <br />ME <br />A DETAILED INSTALLATION AND MAINTENANCE SCHEDULE DURING <br />THE VAROUS PHASES OF CONSTRUCTION SHALL BE OUTLINED IN <br />THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BOOK. <br />ROUGH GRADING: INSTALL CATCHBASIN INLET PROTECTION, INSTALL <br />STRAW OR FILTER ROLLS AT BACK OF WALK <br />AND AT EDGE OF GRADING. THE EXISTING <br />GROUND DOES NOT HAVE A DEFINED DIRECTION <br />OF FLOW. A CONSTRUCTION ENTRANCE SHALL <br />BE INSTALLED PRIOR TO COMMENCING GRADING <br />OPERATIONS. <br />PAVII G: INSTALL STRAW OR FILTER ROLLS AT NEW BACK OF <br />WALK, MAINTAIN PROTECTION AT CATCHBASIN, INSTALL <br />ROCK BAGS IN GUTTER PAN. HYDROSEED OR STABILIZE <br />WITH OTHER METHODS DISTURBED SOIL PRIOR TO WET <br />SEASON. ALLOW FOR VEGETATION TO DEVELOP IF <br />HYDROSEEDING. <br />I FENn <br />------ INSTALL STRAW ROLL OR FILTER ROLL O <br />INSTALL CONSTRUCTION 4 <br />ENTRANCE PROTECTION O <br />INSTALL CONCRETE WASHOUT AREA IN OO <br />LOCATIONS APPROVED BY A CERTIFIED PROFESSIONAL <br />IN EROSION & SEDIMENT CONTROL <br />INSTALL GRAVEL BAGS AND FILTER FABRICS OO <br />TO PROTECT ALL INLETS (TYP ALL INLETS) OO <br />CONTRACTOR TO STABILIZE DISTURBED SOIL PRIOR <br />®TO RAIN EVENT THROUGH SOIL BINDERS, STRAW MULCH <br />AND/OR EROSION CONTROL BLANKETS <br />CALTRANS STD. SS -3, SS -6, SS -7 <br />0S <br />a, <br />� S <br />4 1 <br />BLE <br />'•, I I <br />1 1 I I I <br />------�I�--------------J <br />STORM WATER POLLUTION PREVENTION PLAN <br />7.9, <br />Cn <br />L'1 <br />LA <br />1 <br />c' <br />z.6. <br />z.s <br />-------------,--------------- I-,-----------I-----------I-------- <br />WITH THE EXCEPTION OF PROPERLY DESILTED WATER FROM SITE DEWATERING, THE <br />CONTRACTOR SHALL NOT DISCHARGE ANY MATERIALS AND/OR LIQUIDS TO THE STORM <br />DRAINAGE SYSTEM. ACTIVITIES OF PARTICULAR CONCERN ARE- <br />A. CONTRACTOR SHALL DESIGNATE A CONCRETE TRUCK CLEAN—OUT AREA. COUNTY INSPECTOR <br />APPROVED BEST MANAGEMENT PRACTICES SHALL AT ALL TIMES BE FULLY IMPLEMENTED AT <br />AND AROUND THE CLEAN—OUT AREA. <br />B. TACK COAT AND PRIME COAT ASPHALTS SHALL BE CAREFULLY SPRAYED AND ANY <br />EXCESS MATERIAL SPILLED SHALL BE CLEANED UP IMMEDIATELY BY PROPER METHODS. <br />C. ALL EQUIPMENT REFUELING IN THE PROJECT AREA SHALL BE CAREFULLY DONE TO AVOID <br />SPILLAGE. ANY SPILLS SHALL BE CONTAINED AND CLEANED UP IMMEDIATELY IN <br />ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS. ALL FUELING VEHICLES SHALL BE <br />EQUIPPED WITH SPILL CLEANUP MATERIALS AND EQUIPMENT. <br />D. CONTRACTOR SHALL CONTROL AND PROPERLY DISPOSE OF ALL LIQUIDS DURING <br />SAWCUTTING ACTIVITIES <br />GENERAL: <br />1. A CONSTRUCTION ENTRANCE SHALL BE INSTALLED PRIOR TO COMMENCEMENT OF GRADING. LOCATION OF THE <br />ENTRANCE MAY BE ADJUSTED BY THE CONTRACTOR TO FACILITATE GRADING OPERATIONS. ALL CONSTRUCTION <br />TRAFFIC ENTERING THE PAVED ROAD MUST CROSS THE CONSTRUCTION ENTRANCE. <br />2. CHANGES TO THIS EROSION AND SEDIMENT CONTROL PIAN TO MEET FIELD CONDITIONS SHALL BE MADE ONLY <br />WITH THE APPROVAL OF, OR AT THE DIRECTION OF THE ENGINEER. DURING THE RAINY SEASON, PUBLIC <br />ROADWAY SHALL BE KEPT CLEAR OF EARTH MATERIAL AND DEBRIS. THE SITE SHALL BE MAINTAINED SO THAT A <br />MINIMUM OF SEDIMENT LADEN RUNOFF ENTERS THE STORM DRAINAGE SYSTEM AND PUBLIC ROADWAY. THIS <br />PLAN COVERS ONLY THE FIRST WINTER FOLLOWING GRADING. PLANS SHALL BE RESUBMITTED FOR APPROVAL <br />PRIOR TO SEPTEMBER 1ST OF EACH SUBSEQUENT YEAR UNTIL THE PROPOSED IMPROVEMENTS ARE COMPLETED. <br />3. CONTROL MEASURES SHALL BE INSPECTED AND REPAIRED AT THE END OF EACH WORKING DAY AND, IN <br />ADDITION, AFTER EACH STORM. <br />4. ALL EROSION CONTROL BMPs SHALL BE IN PLACE PRIOR TO ANY STORM EVENTS <br />5. CONTRACTOR SHALL USE A WATER TRUCK DURING GRADING TO MINIMIZE WIND EROSION AND REDUCE DUST <br />6. IN CASE DEWATERING IS NECESSARY, THE CONTRACTOR SHALL ENGAGE AN EROSION CONTROL CONTRACTOR <br />TO PROPERLY DISPOSE OF THE WATER. DETENTION PONDS MAY BE REQUIRED FOR DEWATERING AND THEY <br />WILL BE DESIGNED IF THE NEED ARISES. ALTERNATIVE EFFECTIVE METHODS SHALL BE IMPLEMENTED IF THE <br />PROPOSED METHOD FAILS TO THE SATISFACTION OF THE INSPECTOR. <br />BMP NOTES: <br />1. ALL ON—SITE MATERIALS WILL BE STORED IN LOCK BOX <br />2. USE WATERING TRUCK FOR DUST CONTROL <br />3. ALL PLANTER AREAS TO RECEIVE STRAW AND TACKIFIER AFTER PAVING ACTIVITIES ARE COMPLETE <br />4. ALL DEBRIS AND SOLID WASTE TO BE STOCKPILED IN A 40 YARD DUMPSTER <br />5. ALL SPOIL PILES TO BE COVERED COMPLETELY WITH PLASTIC SHEETING AND SPOIL AREAS TO BE <br />SURROUNDED WITH STRAW/FILTER ROLLS. <br />6. NO VEHICLES OR MACHINERY TO BE STORED, FUELED OR WASHED ON PROJECT SITE. ALL VEHICLE AND <br />MACHINERY MAINTENANCE TO BE PERFORMED OFF—SITE. <br />7. ALL WATER PUMPED FROM TRENCHES OR SEDIMENT TRAP MUST PASS THROUGH A GRAVEL BAG FOR <br />FILTRATION BEFORE IT IS DISCHARGED ON PROPERTY. <br />8• DURING ROUGH GRADING CONTRACTOR TO INSTALL EARTH DIKE AND STRAW/FILTER ROLLS AT PERIMETER OF <br />THE PROPERTY TO MAINTAIN RUN—OFF ON SITE <br />9. IN CASE COLLOIDAL SUSPENSION NEEDS TO BE REMOVED PRIOR TO DISCHARGE, THE CONTRACTOR WILL <br />DESIGN AND CONSTRUCT TEMPORARY HOLDING BASINS. THE DESIGN OF THE BASIN WILL BE ADDRESSED IF <br />THE NEED ARISES. <br />10. ALL LANDSCAPED AREAS ARE GRADED TO DRAIN IN THE DIRECTION OF THE DRAIN INLET. REFER TO <br />LANDSCAPING AND GRADING PLAN FOR DRAINAGE PATTERNS. <br />EROSION CONTROL NOTES: <br />WDID NUMBER <br />RESPONSIBLE INDIVIDUAL <br />DAVE STROBEL - 601 -8222 <br />1. <br />ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND <br />6. <br />II <br />1JJ <br />MAINTAINED IN ACCORDANCE WITH THIS PLANS AND SPECIFICATIONS AND THE <br />I <br />SHALL BE PROTECTED WITH CONSTRUCTION FENCING. SEDIMENT CONTROL BMPs <br />w <br />CAI -TRANS STORM WATER QUALITY HANBOOKS, CURRENT EDITION (MARCH 2003). <br />SHALL BE INSTALLED WHERE ACTIVE CONSTRUCTION AREAS DRAIN INTO SENSITIVE <br />II <br />i <br />' I <br />OR PRESERVED VEGETATION AREAS <br />2, <br />I <br />7. <br />SEDIMENT CONTROL BMPs SHALL BE PLACED ALONG THE PROJECT PERIMETER WHERE <br />� <br />MAINTAINED DURING THE WET SEASON (OCTOBER 15 THROUGH APRIL 30). SEDIMENT <br />J <br />DRAINAGE LEAVES THE PROJECT. SEDIMENT CONTROL BMPs SHALL BE MAINTAINED YEAR <br />IL <br />JQ, 7_.. <br />420;6 <br />t I �• <br />I <br />It <br />I I I 1 r�• `?�I I I I I <br />T I I I <br />�`a —_J L_ J L — — — — — — — -ANSTALL FIBER -ROLL J L_ <br />MAINTAIN UNTIL <br />---- ----------- -- NECESS Y------- �_ <br />-----— — — — — — — — — — — — — — — — ------------------------\ \\ ii <br />10 <br />vs <br />Fq <br />TO <br />TOURER <br />oil n ov IL9rgnu- l.31yn/,���, <br />AREA_—T6 aPED 13Y''-/ <br />MIkIMUM 6" B�IbLjl <br />COTR 'CTOR <br />j T RELOCATE IA INEC SMY \' <br />of I I o-5ss <br />p1 I L--- Ja-----`- <br />L--------------- — — — — - <br />ME <br />A DETAILED INSTALLATION AND MAINTENANCE SCHEDULE DURING <br />THE VAROUS PHASES OF CONSTRUCTION SHALL BE OUTLINED IN <br />THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BOOK. <br />ROUGH GRADING: INSTALL CATCHBASIN INLET PROTECTION, INSTALL <br />STRAW OR FILTER ROLLS AT BACK OF WALK <br />AND AT EDGE OF GRADING. THE EXISTING <br />GROUND DOES NOT HAVE A DEFINED DIRECTION <br />OF FLOW. A CONSTRUCTION ENTRANCE SHALL <br />BE INSTALLED PRIOR TO COMMENCING GRADING <br />OPERATIONS. <br />PAVII G: INSTALL STRAW OR FILTER ROLLS AT NEW BACK OF <br />WALK, MAINTAIN PROTECTION AT CATCHBASIN, INSTALL <br />ROCK BAGS IN GUTTER PAN. HYDROSEED OR STABILIZE <br />WITH OTHER METHODS DISTURBED SOIL PRIOR TO WET <br />SEASON. ALLOW FOR VEGETATION TO DEVELOP IF <br />HYDROSEEDING. <br />I FENn <br />------ INSTALL STRAW ROLL OR FILTER ROLL O <br />INSTALL CONSTRUCTION 4 <br />ENTRANCE PROTECTION O <br />INSTALL CONCRETE WASHOUT AREA IN OO <br />LOCATIONS APPROVED BY A CERTIFIED PROFESSIONAL <br />IN EROSION & SEDIMENT CONTROL <br />INSTALL GRAVEL BAGS AND FILTER FABRICS OO <br />TO PROTECT ALL INLETS (TYP ALL INLETS) OO <br />CONTRACTOR TO STABILIZE DISTURBED SOIL PRIOR <br />®TO RAIN EVENT THROUGH SOIL BINDERS, STRAW MULCH <br />AND/OR EROSION CONTROL BLANKETS <br />CALTRANS STD. SS -3, SS -6, SS -7 <br />0S <br />a, <br />� S <br />4 1 <br />BLE <br />'•, I I <br />1 1 I I I <br />------�I�--------------J <br />STORM WATER POLLUTION PREVENTION PLAN <br />7.9, <br />Cn <br />L'1 <br />LA <br />1 <br />c' <br />z.6. <br />z.s <br />-------------,--------------- I-,-----------I-----------I-------- <br />WITH THE EXCEPTION OF PROPERLY DESILTED WATER FROM SITE DEWATERING, THE <br />CONTRACTOR SHALL NOT DISCHARGE ANY MATERIALS AND/OR LIQUIDS TO THE STORM <br />DRAINAGE SYSTEM. ACTIVITIES OF PARTICULAR CONCERN ARE- <br />A. CONTRACTOR SHALL DESIGNATE A CONCRETE TRUCK CLEAN—OUT AREA. COUNTY INSPECTOR <br />APPROVED BEST MANAGEMENT PRACTICES SHALL AT ALL TIMES BE FULLY IMPLEMENTED AT <br />AND AROUND THE CLEAN—OUT AREA. <br />B. TACK COAT AND PRIME COAT ASPHALTS SHALL BE CAREFULLY SPRAYED AND ANY <br />EXCESS MATERIAL SPILLED SHALL BE CLEANED UP IMMEDIATELY BY PROPER METHODS. <br />C. ALL EQUIPMENT REFUELING IN THE PROJECT AREA SHALL BE CAREFULLY DONE TO AVOID <br />SPILLAGE. ANY SPILLS SHALL BE CONTAINED AND CLEANED UP IMMEDIATELY IN <br />ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS. ALL FUELING VEHICLES SHALL BE <br />EQUIPPED WITH SPILL CLEANUP MATERIALS AND EQUIPMENT. <br />D. CONTRACTOR SHALL CONTROL AND PROPERLY DISPOSE OF ALL LIQUIDS DURING <br />SAWCUTTING ACTIVITIES <br />GENERAL: <br />1. A CONSTRUCTION ENTRANCE SHALL BE INSTALLED PRIOR TO COMMENCEMENT OF GRADING. LOCATION OF THE <br />ENTRANCE MAY BE ADJUSTED BY THE CONTRACTOR TO FACILITATE GRADING OPERATIONS. ALL CONSTRUCTION <br />TRAFFIC ENTERING THE PAVED ROAD MUST CROSS THE CONSTRUCTION ENTRANCE. <br />2. CHANGES TO THIS EROSION AND SEDIMENT CONTROL PIAN TO MEET FIELD CONDITIONS SHALL BE MADE ONLY <br />WITH THE APPROVAL OF, OR AT THE DIRECTION OF THE ENGINEER. DURING THE RAINY SEASON, PUBLIC <br />ROADWAY SHALL BE KEPT CLEAR OF EARTH MATERIAL AND DEBRIS. THE SITE SHALL BE MAINTAINED SO THAT A <br />MINIMUM OF SEDIMENT LADEN RUNOFF ENTERS THE STORM DRAINAGE SYSTEM AND PUBLIC ROADWAY. THIS <br />PLAN COVERS ONLY THE FIRST WINTER FOLLOWING GRADING. PLANS SHALL BE RESUBMITTED FOR APPROVAL <br />PRIOR TO SEPTEMBER 1ST OF EACH SUBSEQUENT YEAR UNTIL THE PROPOSED IMPROVEMENTS ARE COMPLETED. <br />3. CONTROL MEASURES SHALL BE INSPECTED AND REPAIRED AT THE END OF EACH WORKING DAY AND, IN <br />ADDITION, AFTER EACH STORM. <br />4. ALL EROSION CONTROL BMPs SHALL BE IN PLACE PRIOR TO ANY STORM EVENTS <br />5. CONTRACTOR SHALL USE A WATER TRUCK DURING GRADING TO MINIMIZE WIND EROSION AND REDUCE DUST <br />6. IN CASE DEWATERING IS NECESSARY, THE CONTRACTOR SHALL ENGAGE AN EROSION CONTROL CONTRACTOR <br />TO PROPERLY DISPOSE OF THE WATER. DETENTION PONDS MAY BE REQUIRED FOR DEWATERING AND THEY <br />WILL BE DESIGNED IF THE NEED ARISES. ALTERNATIVE EFFECTIVE METHODS SHALL BE IMPLEMENTED IF THE <br />PROPOSED METHOD FAILS TO THE SATISFACTION OF THE INSPECTOR. <br />BMP NOTES: <br />1. ALL ON—SITE MATERIALS WILL BE STORED IN LOCK BOX <br />2. USE WATERING TRUCK FOR DUST CONTROL <br />3. ALL PLANTER AREAS TO RECEIVE STRAW AND TACKIFIER AFTER PAVING ACTIVITIES ARE COMPLETE <br />4. ALL DEBRIS AND SOLID WASTE TO BE STOCKPILED IN A 40 YARD DUMPSTER <br />5. ALL SPOIL PILES TO BE COVERED COMPLETELY WITH PLASTIC SHEETING AND SPOIL AREAS TO BE <br />SURROUNDED WITH STRAW/FILTER ROLLS. <br />6. NO VEHICLES OR MACHINERY TO BE STORED, FUELED OR WASHED ON PROJECT SITE. ALL VEHICLE AND <br />MACHINERY MAINTENANCE TO BE PERFORMED OFF—SITE. <br />7. ALL WATER PUMPED FROM TRENCHES OR SEDIMENT TRAP MUST PASS THROUGH A GRAVEL BAG FOR <br />FILTRATION BEFORE IT IS DISCHARGED ON PROPERTY. <br />8• DURING ROUGH GRADING CONTRACTOR TO INSTALL EARTH DIKE AND STRAW/FILTER ROLLS AT PERIMETER OF <br />THE PROPERTY TO MAINTAIN RUN—OFF ON SITE <br />9. IN CASE COLLOIDAL SUSPENSION NEEDS TO BE REMOVED PRIOR TO DISCHARGE, THE CONTRACTOR WILL <br />DESIGN AND CONSTRUCT TEMPORARY HOLDING BASINS. THE DESIGN OF THE BASIN WILL BE ADDRESSED IF <br />THE NEED ARISES. <br />10. ALL LANDSCAPED AREAS ARE GRADED TO DRAIN IN THE DIRECTION OF THE DRAIN INLET. REFER TO <br />LANDSCAPING AND GRADING PLAN FOR DRAINAGE PATTERNS. <br />EROSION CONTROL NOTES: <br />WDID NUMBER <br />RESPONSIBLE INDIVIDUAL <br />DAVE STROBEL - 601 -8222 <br />1. <br />ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND <br />6. <br />SENSITIVE AREAS AND AREAS WHERE EXISTING VEGETATION IS BEING PRESERVED <br />1JJ <br />MAINTAINED IN ACCORDANCE WITH THIS PLANS AND SPECIFICATIONS AND THE <br />N <br />�a <br />m <br />SHALL BE PROTECTED WITH CONSTRUCTION FENCING. SEDIMENT CONTROL BMPs <br />w <br />CAI -TRANS STORM WATER QUALITY HANBOOKS, CURRENT EDITION (MARCH 2003). <br />SHALL BE INSTALLED WHERE ACTIVE CONSTRUCTION AREAS DRAIN INTO SENSITIVE <br />Ln <br />4. <br />OR PRESERVED VEGETATION AREAS <br />2, <br />EROSION CONTROL BEST MANAGEMENT PRACTICES (BMPs) SHALL BE INSTALLED AND <br />7. <br />SEDIMENT CONTROL BMPs SHALL BE PLACED ALONG THE PROJECT PERIMETER WHERE <br />z <br />MAINTAINED DURING THE WET SEASON (OCTOBER 15 THROUGH APRIL 30). SEDIMENT <br />J <br />DRAINAGE LEAVES THE PROJECT. SEDIMENT CONTROL BMPs SHALL BE MAINTAINED YEAR <br />o <br />CONTROL BMP9 SHALL BE INSTALLED AND MAINTAINED ALL YEAR. <br />w <br />ROUND UNTIL THE CONSTRUCTION IS COMPLETE OR THE DRAINAGE PATTERN HAS BEEN <br />3. <br />ALL DRAINAGE INLETS IMMEDIATELY DOWNSTREAM OF THE WORK AREAS AND <br />CHANGED AND NO LONGER LEAVES THE SITE. <br />WITHIN THE WORK AREAS SHALL BE PROTECTED WITH SEDIMENT CONTROL AND <br />8. <br />THE FOLLOWING AREA ARE TO RECEIVE HYDROSEEDING OR OTHER EROSION CONTROL: <br />$ <br />INLET FILTER BAGS, YEAR ROUND. INLET FILTER BAGS SHALL BE REMOVED <br />W <br />LOT FRONT YARD BEHIND SIDEWALK — THE FIRST 18 FEET OR TOP OF SLOPE <br />FROM THE DRAINAGE INLETS UPON ACCEPTANCE OF THE PUBLIC <br />(WHICHEVER IS GREATER) <br />a <br />IMPROVEMENTS. <br />SIDEYARDS BEHIND THE SIDEWALK — THE FIRST 7.5 FEET OR TOP OF SLOPE <br />4. <br />ALL STABILIZED CONSTRUCTION ACCESS LOCATIONS SHALL BE CONSTRUCTED PER <br />Z <br />(WHICHEVER IS GREATER) <br />ATTACHED DETAIL WHERE CONSTRUCTION TRAFFIC ENTERS OR LEAVES PAVED AREAS. THE <br />SLOPES — ALL SLOPES GRATER THAT 10:1 <br />= <br />STABILIZED ACCESS SHALL BE MAINTAINED ON A YEAR ROUND BASIS UNTIL COMPLETION <br />9, <br />EROSION AND SEDIMENT CONTROL MEASURES FOR THIS PROJECT SHALL BE IN <br />F- <br />OF CONSTRUCTION <br />SUBSTANTIAL COMPLIANCE AT ALL TIME WITH THE STORM WATER POLLUTION <br />5. <br />ALL AREAS DISTURBED DURING CONSTRUCTION, BY GRADING, TRENCHING, OR OTHER ACTIVITIES, <br />PREVENTION PLAN (SWPPP) PREPARED FOR THE PROJECT IN ACCORDANCE WITH <br />SHALL BE PROTECTED FROM EROSION DURING THE WET SEASON (OCTOBER 15 THROUGH <br />W <br />�J <br />THE STATE OF CALIFORNIA GENERAL CONSTRUCTION PERMIT. THIS PERMIT <br />�o <br />APRIL 30). HYDROSEED, IF UTILIZED, MUST BE PLACED BY SEPTEMBER 15. HYDROSEED <br />REQUIRES THAT THE SWPPP BE KEPT UP TO DATE TO REFLECT THE CHANGING <br />Jm <br />PLACED DURING THE WET SEASON SHILL USE A SECONDARY EROSION PROTECTION METHOD <br />o <br />SITE CONDITIONS AND THE SWPPP IS TO BE AVAILABLE ON SITE AT ALL TIMES FOR <br />IL <br />SUCH AS EROSION CONTROL BLANKETS OR STRAW MULCH <br />Z <br />REVIEW BY STATE AND LOCAL INSPECTORS. <br />NO. 62009 <br />EXP. 9/30/2007 <br />1-6 <br />Z <br />N <br />1JJ <br />N <br />�a <br />m <br />w <br />In <br />Ln <br />4. <br />LU <br />42 <br />z <br />CIS <br />J <br />o <br />,r) <br />w <br />o <br />C) <br />I <br />O <br />c� <br />$ <br />U <br />W <br />OCLN <br />Design <br />AMC <br />Check <br />AMC <br />Date <br />06/02/06 <br />Scale <br />1 " = 30' <br />Original Drawing Scale <br />'0 1 <br />LJ_L_LJ_LJ_� <br />Sheet Number <br />8 Of 10 <br />Project File No. <br />04-124 <br />1!5 <br />In <br />4. <br />L0 <br />I <br />J <br />,r) <br />0 <br />C) <br />I <br />~ <br />14 <br />z <br />U <br />a <br />I <br />i_ <br />0 <br />Z <br />:3 <br />= <br />Z <br />W <br />0 <br />F- <br />2 <br />:DE) <br />0 <br />Q <br />>- <br />W <br />�J <br />�o <br />Jm <br />o <br />IL <br />Z <br />� <br />Q <br />� <br />Z <br />0 <br />0 <br />Q <br />N <br />0 <br />ixW <br />Design <br />AMC <br />Check <br />AMC <br />Date <br />06/02/06 <br />Scale <br />1 " = 30' <br />Original Drawing Scale <br />'0 1 <br />LJ_L_LJ_LJ_� <br />Sheet Number <br />8 Of 10 <br />Project File No. <br />04-124 <br />