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HomeMy WebLinkAbout05110017 Civil Construction Plans Rcv. 3/27/2006 DOCSA F LO i 1 9815 u UAYFLOWER PARK DRIVE CARM-EL, INDIANA 46032 DOCKET NO. 05110017 • 99TH STREET l J W 4 � Lr a_ _ PROPOSED STORAGE BUILDING w 0 �; Q+ PROPOSED STORAGE BUILDING SHEET INDEX: C001 SITE COVER SHEET C201 SITE PLAN C301 GRADING PLAN C302 EROSION CONTROL PLAN C401 UTILITY PLAN C501 LANDSCAPE PLAN C601 CONSTRUCTION DETAILS C602 CONSTRUCTION DETAI.I..,S C603 CONSTRUCTION DETAILS kqcbxw vim Co/ -1 7-f 161c vJ� ZJ m V _ o co 0 J U NOON bU c M N �? 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B13 MATERIAL HANDLING AND SPILL PREVENTION PLAN: IN ORDER TO MINIMIZE THE 0 i 0 1 Ld �Q 3ni�J0 V d 3M0��,�dw o > cfl � Fm: N D SILT FENCE X RIP RAP CONSTRUCTION LIMITS TEMPORARY SEEDING PERMANENT SEEDING TEMPORARY INLET PROTECTION (DANDY BAG II) EROSION CONTROL BLANKET � � 0 0 ► MUM, ALL AREAS THAT ARE LEFT UNDISTURBED FOR 15 DAYS SHALL RECEIVE SEED AND MULCH. 0 30 60 90 EL__j I I I GRAPHIC SCALE IN FEET SOILS MAP NO SCALE EROSION CONTROL MOTES Al PLAN INDEX ITEMS RELATING TO THE SW PPP ARE INCLUDED AS NOTES ON THIS SHEET B12 SEE EROSION CONTROL INSTALLATION AND SEEDING SCHEDULE DETAILS. IN THE EVENT OF ACCIDENTAL CONTAMINATION ALL EFFORTS SHOULD BE MADE A2 11x17 INCH PLAT IS INCLUDED WITH THE SUBMITTAL. B13 MATERIAL HANDLING AND SPILL PREVENTION PLAN: IN ORDER TO MINIMIZE THE Y >< RELEASE OF POTENTIAL POLLUTANTS DURING CONSTRUCTION THE CONTRACTOR SHALL DETERMINE IF FURTHER MEASURES ARE NEEDED. A3 THIS PROJECT INVOLVES THE CONSTRUCTION OF TWO STORAGE CONDO BUILDINGS, ENTRANCE DRIVE, STORM SEWERS, AND OTHER SITE — RELATED UTILITIES. IMPLEMENT THIS MATERIAL HANDLING AND SPILL PREVEN1ION PLAN. THE CONTRACTOR SHALL REVIEW THIS PLAN WITH ALL SUBCONTRACTORS AND REQUIRE THAT THEY i SEE EROSION CONTROL INSTALLATION DETAIL. IMPLEMENT THE PLAN AS WELL IF A SPILL SHOULD OCCUR PLEASE CONTACT THE A4 THE VICINITY MAP IS LOCATED ON THE COVER SHEET. APPROPRIATE AUTHORITIES BELOW: B15 NOT APPLICABLE. cc 00 l Cl EXPECTED POLLUTANTS WILL BE MINIMAL IN NATURE, POST— DEVELOPMENT. OIL, 1 f A PART OF SECTION 7, TOWNSHIP 17 NORTH, RANGE 3 EAST, HAMILTON COUNTY, { i � s CARMEL POLICE DEPARTMENT (317)571 -2545 GREASEs ANTIFREEZE, GASOLINE, ETC. MAY OCCUR IN LIMITED AMOUNTS AS A RESULT INDIANA. INDIANA DEPARTMENT OF NATURAL RESOURCES (812)477 -8773 W A6 � 1 INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT (317)233 -7745 HAMILTON COUNTY SOIL AND WATER (317)773 -2181 BE UTTER AND TRASH DUMPED BY VISITORS TO THE SITE. A7 HYDROl7 G(C UNIT CODE: 05120201090070 1. CONSTRUCTION EQUIPMENT C2 W r� ,i LL_ BEFORE ANY DISTURBANCE OF THE PROJECT OCCURS. FINAL STABILIZATION OF THE A8 A ►' 1 A. FUELING, LUBRICATION, AND FLUIDS: ALL OPERATIONS INVOLVING THE ADDITION OF SITE WILL BE ACCOMPLISHED USING PERMANENT SEEDING OF ALL OPEN AREAS, LANDSCAPING WITH MULCH ON PARKING ISLANDS, AND PLACEMENT OF ASPHALT f STORM VATER WILL DISCHARGE INTO AN EXISTING SIDE DITCH THAT EVENTUALLY 'O FLUIDS TO EQUIPMENT SHOULD BE DONE IN ONE LOCATION, AS DESIGNATED ON SHEET C301, SO THAT SPILLS ARE LIMITED TO THAT SPECIFIC LOCATION WHICH PAVEMENT. f 1� FLOWS PAYNE BRANCH. WILL FACILITATE THE CLEANUP OF SPILLS. IF AN OUTSIDE FUELING TANK IS C3 THE CONO OWNERS ASSOCIATION SHALL MAINTAIN ALL PAVEMENT AREAS ON A A10 ALL WELANDS, LAKES, AND WATER COURSES ON AND ADJACENT TO THE SITE ARE PLANNED TO BE ON SITE, IT SHALL BE DOUBLE WALLED AND STORED IN THIS DESIGNATED AREA. THIS LOCA11ON IS AN AREA THAT WILL NOT ALLOW SPILLED WEEKLY BASIS. THIS MAINTENANCE INCLUDES FREQUENT SWEEPING OF ALL PAVED SURFACES AS WELL AS COLLECTION OF ANY LITTER. SHOWN AND LABELED ON THE PLAN. FLUIDS TO MIGRATE INTO SUBSURFACE SOILS. IN THE EVENT OF A SPILL, THE ALL GREEN SPACES WILL BE MAINTAINED WITH REGULAR MOWING DURING GROWING SEASONS. MINIMAL FERTILIZER A11 THE UUMATE RECEIVING WATER IS PAYNE BRANCH. FLUID SHALL IMMEDIATELY BE CLEANED UP BY REMOVING THE CONTAMINATED SOIL OR STONE WHICH SHALL BE DISPOSED OF IN AN ACCEPTABLE MANNER. APPLICATIONS WILL OCCUR TO THE GREEN SPACES. Al2 THERE .RE NO AREAS ON SITE WHERE STORM WATER MAY POTENTIALLY ENTER SPILLS ON HARD SURFACES SHALL BE SOAKED UP BY AN ACCEPTABLE MATERIAL, SUCH AS OIL DRY AND THE ABSORBENT MATERIAL DISPOSED OF IN IN ADDITION, DUE TO REDUCED CAPACITIES OF THE DOWNSTREAM SYSTEM, THE GROUNINATER. A PROPER MANNER. THE SPILL SHALL ALSO BE REPORTED IMMEDIATELY TO DETENTION POND SYSTEM HAS BEEN DESIGNED TO RELEASE NO MORE THAN 0.25 CFS AC. OF PROJECT AREA WH C / MI CH IS GREATER THAN WHAT IS TYPICALLY REQUIRED A13 THERE ►R RENO FLOODPLAINS, FLOODWAY FRINGES OR FLOODWAYS ON THE SITE. THE CONTRACTORS SUPERINTENDENT. IN HAMILTON COUNTY. THIS WILL PROVIDE EXTENDED DETENTION TIMES, INCREASING A14 PRE— CQVSTRUC110N PEAK DISCHARGE: 2 CFS (10 —YEAR) B. EQUIPMENT REPAIR, ESPECIALLY WHEN FLUIDS MUST BE REMOVED FROM THE � t POST— ONSTRUCTION PEAK DISCHARGE: 0.50 CFS (10-YEAR) EQUIPMENT OR THE POSSIBILITY OF FLUID SPILLS IS HIGH, SHOULD ALWAYS BE DONE OFFSITE AT A FACILITY THAT IS MORE SUITABLE THAN A CONSTRUCTION A VEGETATIVE SWALE NEAR THE NOR TH SIDE OF THE ENTRANCE, AND AT THE OUTLET OF THE DETENTION AREAS. IN ADDITION WETLAND-TYPE PLANTS WILL BE INSTALLED — DETENTNN IS PROVIDED ON SITE THROUGH 2 INTERCONNECTING DETENTION AREAS. SITE TO HANDLE SPILLS. WHEN EQUIPMENT MUST BE REPAIRED ON SITE, IT WITHIN A SHELF JUST BELOW THE WATER SURFACE OF THE DETENTION PONDS. THESE A15 ADJACENT LAND USES: { r,,., PLANTS WILL AID IN FILTERING POLLUTANTS FROM THE OUTFLOW FROM THE PONDS. OTHERWISE, SUITABLE ON SITE CONTAINERS SHOULD BE PLACED UNDER THE Z EQUIPMENT DURING REPAIR TO CATCH ANY SPILLED FLUIDS AND THESE FLUIDS C4 THE POST CONSTRUCTION BMP FOR OVERALL STORM WATER WILL CONSIST OF THE t s ITEMS DISCUSSED IN SECTION C3. EAST: WEST: INDUSTRAL INDUSTRAL C. ALL REUSABLE FLUID CONTAINERS, SUCH AS GASOLINE CANS, SHALL BE INSPECTED C5 MAINTENANCE OF ALL STORM WATER POLLUTION PREVENTION MEASURES WILL BE THE FOR LEAKS EACH TIME THEY ARE USED. IF LEAKS ARE FOUND, THE FLUID SHALL BE REMOVED FROM THE CONTAINER IN A PROPER MANNER AND THE RESPONSIBILITY OF THE STORAGE CONDO OWNERS, UTILIZING PROCEDURES OUTLINED ON THESE PLANS. THE MAINTENANCE GUIDEUNES CONSIST MOSTLY OF GOOD A16 CONSTRICTION LIMITS ARE SHOWN IN THE PLAN VIEW. CONTAINER DISPOSED OF IN AN ACCEPTABLE MANNER. EMPTY DISPOSABLE HOUSEKEEPING MEASURES. ANY GRASSED OR VEGETATED AREAS WHAT EXPERIENCE A17 VEGETAIVE COVER IS SHOWN IN THE PLAN VIEW. AREAS NOT PAVED ARE GRASS, CONTAINERS, SUCH AS GREASE TUBES AND LUBRICATING OIL AND BRAKE FLUID CONTAINERS, AND THEIR PACKAGING, SHALL BE DISPOSED OF IN A PROPER EROSION FROM RAINFALL EVENTS SHOULD BE REPAIRED AND REVEGETATED AS SOON AS POSSIBLE. TRASH OR UTTER SHOULD BE PICKED UP AND PROPERLY DISPOSED TO WEEDS AND BRUSH. MANNER AND SHALL NOT BE LEFT ON THE GROUND OR IN THE OPEN ON THE PREVENT IT FROM GETTING INTO THE STORM DRAINAGE SYSTEM AND DOWNSTREAM A18 SOILS IFORMAlION: , WATERWAYS. --0 Br — BR�OKSTON SILTY LOAM 2. CONSTRUCTION MATERIALS AND THEIR PACKAGING EROSION OF THE DETENTION POND BANKS SHOULD BE ADDRESSED AS SOON AS IT THIS SOL IS DARK COLORED, SILTY IN TEXTURE AND ON DEPRESSIONAL UPLANDS. IT A. EROSION CONTROL MEASURES SHOWN ON THESE PLANS SHALL BE IMPLEMENTED PRIOR BECOMES VISIBLE BY FILLING THE ERODED AREA WITH SUITABLE SOIL AND ESTABLISHING VEGETATION IMMEDIATELY, PREFERABLY BY SODDING. THE SAME Ld ......1�__ TO AND DURING CONSTRUCTION IN THE PROPER SEQUENCING TO MINIMIZE SOIL EROSION. EROSION CONTROLS SHALL BE INSPECTED AND MAINTAINED AS MEASURE SHOULD BE USED FOR STEEP BANKS OF ANY BERMS OR SWALES. THE PONDS SHOULD ALSO BE MONITORED FOR SEDIMENT. IF THE BOTTOM OF THE PONDS co DESCRIBED ELSEWHERE IN THESE PLANS. EXCESSIVE DUSTING OF SOIL ON THE SITE SHALL BE MINIMIZED BY REDUCING CONSTRUCTION TRAFFIC ACROSS BARE Li ! t-Ls �> FEATURES THAT AFFECT THE URBAN DEVELOPMENT USES ARE SEASONAL HUGH WATER __ - ;, REMOVED AND REPLACED ON SITE. AN ENGINEER SHOULD BE CONTACTED TO IDENTIFY THE SOURCE AND RECOMMEND REPAIRS. _- ... OTHER ACCEPTABLE DUST CONTROL MEASURES TO THE SOIL UPON MODERATE PERMEABILITY AND PONDED SURFACE WATER. I PAVEMENT AREAS SHOULD BE MONITORED FOR POLLUTANTS. ANY LARGE QUANTITIES BECAUSE OF THESE ENGINEERING LIMITATIONS THIS SITE WILL BE CONSTRUCTED AS c_a 0 VEGETATION, TEMPORARY EROSION CONTROL MEASURES SUCH AS SILT FENCE, CHECK DAMS, AND INLET PROTECTION DEVICES SHALL BE REMOVED IN A OF FLUIDS SUCH AS OIL, ANTIFREEZE, BRAKE FLUID, ETC. FOUND ON THE PAVEMENT SHOULD BE REPORTED TO THE OWNER. -; CL MANNER TO MINIMIZE ADDITIONAL LAND DISTURBANCE. ANY AREAS DISTURBED BY THESE OPERATIONS SHALL BE PROPERLY REVEGETATED. THE OWNER SHOULD CLEAN THE POLLUTANTS AND PREVENT THE SOURCE FROM ENTERING THE SITE IN THE FUTURE. FINALLY, w < BY THE CURRENT SUBDIVISION CONTROL ORDINANCE. THIS ORDINANCE REQUIRES THAT PAVEMENTS SHOULD ALSO BE MONITORED FOR SEDIMENT COMING FROM VEGETATIVE WE HAVE AN ARTIFICIALLY DRAINED SITE AND THAT THE BUILDING WITHIN THIS DEVELOPMENT BE WELL ABOVE THE 100 YR. ELEVATION OF THE PROPOSED DETENTION B. LARGE WASTE MATERIALS CREATED BY CUTTING, SAWING, DRILLING, OR OTHER A AREAS. IF POST­ CONSTRUCTION EROSION IS OCCURRING THE SOURCE SHOULD BE RE— STABILIZED AS SOON AS POSSIBLE BY SEEDING SODDING OR MULCHING. BASINS AND THEREFORE BE PROTECTED FROM FLOODING. THE BUILDING WILL BE OF tom, �i }1 +.l7� ----- y _. ---- Sfi4_1 LARGE S_AB TYPE CONSTRUCTION. IN CASES WHERE A HIGH WATER TABLE IS MINIMUM, AND ALL WASTE MATERIALS, INCLUDING THOSE BLOWN ACROSS OR L PRESENT SPECIAL FOOTINGS SHALL BE CONSTRUCTED. ALL ROADS WILL HAVE OFF THE SITE BY WIND, SHALL BE PICKED UP AND DISPOSED OF IN SUITABLE { ... t l � * 7 or t s CONTAINERS. WHERE POSSIBLE, OPERATIONS SUCH AS SAWING THAT CREATE v 0 1 Ld �Q 3ni�J0 V d 3M0��,�dw o > cfl � Fm: N D SILT FENCE X RIP RAP CONSTRUCTION LIMITS TEMPORARY SEEDING PERMANENT SEEDING TEMPORARY INLET PROTECTION (DANDY BAG II) EROSION CONTROL BLANKET � � 0 0 ► MUM, ALL AREAS THAT ARE LEFT UNDISTURBED FOR 15 DAYS SHALL RECEIVE SEED AND MULCH. 0 30 60 90 EL__j I I I GRAPHIC SCALE IN FEET SOILS MAP NO SCALE EROSION CONTROL MOTES Al PLAN INDEX ITEMS RELATING TO THE SW PPP ARE INCLUDED AS NOTES ON THIS SHEET B12 SEE EROSION CONTROL INSTALLATION AND SEEDING SCHEDULE DETAILS. IN THE EVENT OF ACCIDENTAL CONTAMINATION ALL EFFORTS SHOULD BE MADE A2 11x17 INCH PLAT IS INCLUDED WITH THE SUBMITTAL. B13 MATERIAL HANDLING AND SPILL PREVENTION PLAN: IN ORDER TO MINIMIZE THE TO REMOVE CONTAMINANTS IN AN APPROPRIATE MANNER. THE CARMEL FIRE DEPARTMENT (317- 571 -2600) SHOULD BE CONTACTED IMMEDIATELY TO RELEASE OF POTENTIAL POLLUTANTS DURING CONSTRUCTION THE CONTRACTOR SHALL DETERMINE IF FURTHER MEASURES ARE NEEDED. A3 THIS PROJECT INVOLVES THE CONSTRUCTION OF TWO STORAGE CONDO BUILDINGS, ENTRANCE DRIVE, STORM SEWERS, AND OTHER SITE — RELATED UTILITIES. IMPLEMENT THIS MATERIAL HANDLING AND SPILL PREVEN1ION PLAN. THE CONTRACTOR SHALL REVIEW THIS PLAN WITH ALL SUBCONTRACTORS AND REQUIRE THAT THEY 814 SEE EROSION CONTROL INSTALLATION DETAIL. IMPLEMENT THE PLAN AS WELL IF A SPILL SHOULD OCCUR PLEASE CONTACT THE A4 THE VICINITY MAP IS LOCATED ON THE COVER SHEET. APPROPRIATE AUTHORITIES BELOW: B15 NOT APPLICABLE. A5 LEGAL DESCRIP110N: 39'55 8 'Sfi" N, 86'13'4 W (NAD83) EMERGENCY RESPONSE 911 CARMEL FIRE DEPARTMENT (317)571 -2600 Cl EXPECTED POLLUTANTS WILL BE MINIMAL IN NATURE, POST— DEVELOPMENT. OIL, A PART OF SECTION 7, TOWNSHIP 17 NORTH, RANGE 3 EAST, HAMILTON COUNTY, CARMEL POLICE DEPARTMENT (317)571 -2545 GREASEs ANTIFREEZE, GASOLINE, ETC. MAY OCCUR IN LIMITED AMOUNTS AS A RESULT INDIANA. INDIANA DEPARTMENT OF NATURAL RESOURCES (812)477 -8773 OF THE MAJORITY OF THIS PROJECT SITE BEING USED FOR TEMPORARY CUSTOMER PARKING. THE ONLY OTHER REASONABLY FORESEEN POLLUTION FROM THIS SITE WILL A6 LOT BOUNDARIES ARE SHOWN ON THE PLAN INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT (317)233 -7745 HAMILTON COUNTY SOIL AND WATER (317)773 -2181 BE UTTER AND TRASH DUMPED BY VISITORS TO THE SITE. A7 HYDROl7 G(C UNIT CODE: 05120201090070 1. CONSTRUCTION EQUIPMENT C2 ALL EROSION CONTROL MEASURES AS SHOWN ON THE PLAN VIEW WILL BE INSTALLED BEFORE ANY DISTURBANCE OF THE PROJECT OCCURS. FINAL STABILIZATION OF THE A8 THERE IRE NO STATE PERMITS REQUIRED NEEDED FOR THIS DEVELOPMENT. A. FUELING, LUBRICATION, AND FLUIDS: ALL OPERATIONS INVOLVING THE ADDITION OF SITE WILL BE ACCOMPLISHED USING PERMANENT SEEDING OF ALL OPEN AREAS, LANDSCAPING WITH MULCH ON PARKING ISLANDS, AND PLACEMENT OF ASPHALT A9 STORM VATER WILL DISCHARGE INTO AN EXISTING SIDE DITCH THAT EVENTUALLY 'O FLUIDS TO EQUIPMENT SHOULD BE DONE IN ONE LOCATION, AS DESIGNATED ON SHEET C301, SO THAT SPILLS ARE LIMITED TO THAT SPECIFIC LOCATION WHICH PAVEMENT. FLOWS PAYNE BRANCH. WILL FACILITATE THE CLEANUP OF SPILLS. IF AN OUTSIDE FUELING TANK IS C3 THE CONO OWNERS ASSOCIATION SHALL MAINTAIN ALL PAVEMENT AREAS ON A A10 ALL WELANDS, LAKES, AND WATER COURSES ON AND ADJACENT TO THE SITE ARE PLANNED TO BE ON SITE, IT SHALL BE DOUBLE WALLED AND STORED IN THIS DESIGNATED AREA. THIS LOCA11ON IS AN AREA THAT WILL NOT ALLOW SPILLED WEEKLY BASIS. THIS MAINTENANCE INCLUDES FREQUENT SWEEPING OF ALL PAVED SURFACES AS WELL AS COLLECTION OF ANY LITTER. SHOWN AND LABELED ON THE PLAN. FLUIDS TO MIGRATE INTO SUBSURFACE SOILS. IN THE EVENT OF A SPILL, THE ALL GREEN SPACES WILL BE MAINTAINED WITH REGULAR MOWING DURING GROWING SEASONS. MINIMAL FERTILIZER A11 THE UUMATE RECEIVING WATER IS PAYNE BRANCH. FLUID SHALL IMMEDIATELY BE CLEANED UP BY REMOVING THE CONTAMINATED SOIL OR STONE WHICH SHALL BE DISPOSED OF IN AN ACCEPTABLE MANNER. APPLICATIONS WILL OCCUR TO THE GREEN SPACES. Al2 THERE .RE NO AREAS ON SITE WHERE STORM WATER MAY POTENTIALLY ENTER SPILLS ON HARD SURFACES SHALL BE SOAKED UP BY AN ACCEPTABLE MATERIAL, SUCH AS OIL DRY AND THE ABSORBENT MATERIAL DISPOSED OF IN IN ADDITION, DUE TO REDUCED CAPACITIES OF THE DOWNSTREAM SYSTEM, THE GROUNINATER. A PROPER MANNER. THE SPILL SHALL ALSO BE REPORTED IMMEDIATELY TO DETENTION POND SYSTEM HAS BEEN DESIGNED TO RELEASE NO MORE THAN 0.25 CFS AC. OF PROJECT AREA WH C / MI CH IS GREATER THAN WHAT IS TYPICALLY REQUIRED A13 THERE ►R RENO FLOODPLAINS, FLOODWAY FRINGES OR FLOODWAYS ON THE SITE. THE CONTRACTORS SUPERINTENDENT. IN HAMILTON COUNTY. THIS WILL PROVIDE EXTENDED DETENTION TIMES, INCREASING A14 PRE— CQVSTRUC110N PEAK DISCHARGE: 2 CFS (10 —YEAR) B. EQUIPMENT REPAIR, ESPECIALLY WHEN FLUIDS MUST BE REMOVED FROM THE THE POTENTIAL FOR SEDIMENTS TO FILTER OUT WITHIN THE PONDS. POST CONSTRUCTION STORMWATER QUALITY MEASURES WILL INCLUDE EXTENDED DETENTION, POST— ONSTRUCTION PEAK DISCHARGE: 0.50 CFS (10-YEAR) EQUIPMENT OR THE POSSIBILITY OF FLUID SPILLS IS HIGH, SHOULD ALWAYS BE DONE OFFSITE AT A FACILITY THAT IS MORE SUITABLE THAN A CONSTRUCTION A VEGETATIVE SWALE NEAR THE NOR TH SIDE OF THE ENTRANCE, AND AT THE OUTLET OF THE DETENTION AREAS. IN ADDITION WETLAND-TYPE PLANTS WILL BE INSTALLED — DETENTNN IS PROVIDED ON SITE THROUGH 2 INTERCONNECTING DETENTION AREAS. SITE TO HANDLE SPILLS. WHEN EQUIPMENT MUST BE REPAIRED ON SITE, IT WITHIN A SHELF JUST BELOW THE WATER SURFACE OF THE DETENTION PONDS. THESE A15 ADJACENT LAND USES: SHOULD BE MOVED TO THE MAINTENANCE AND FUELING AREA IF POSSIBLE. PLANTS WILL AID IN FILTERING POLLUTANTS FROM THE OUTFLOW FROM THE PONDS. OTHERWISE, SUITABLE ON SITE CONTAINERS SHOULD BE PLACED UNDER THE NORTH: INDUSTRAL EQUIPMENT DURING REPAIR TO CATCH ANY SPILLED FLUIDS AND THESE FLUIDS C4 THE POST CONSTRUCTION BMP FOR OVERALL STORM WATER WILL CONSIST OF THE SOUTH : INDUSTFIAL SHOULD BE DISPOSED OF IN A PROPER MANNER. ITEMS DISCUSSED IN SECTION C3. EAST: WEST: INDUSTRAL INDUSTRAL C. ALL REUSABLE FLUID CONTAINERS, SUCH AS GASOLINE CANS, SHALL BE INSPECTED C5 MAINTENANCE OF ALL STORM WATER POLLUTION PREVENTION MEASURES WILL BE THE FOR LEAKS EACH TIME THEY ARE USED. IF LEAKS ARE FOUND, THE FLUID SHALL BE REMOVED FROM THE CONTAINER IN A PROPER MANNER AND THE RESPONSIBILITY OF THE STORAGE CONDO OWNERS, UTILIZING PROCEDURES OUTLINED ON THESE PLANS. THE MAINTENANCE GUIDEUNES CONSIST MOSTLY OF GOOD A16 CONSTRICTION LIMITS ARE SHOWN IN THE PLAN VIEW. CONTAINER DISPOSED OF IN AN ACCEPTABLE MANNER. EMPTY DISPOSABLE HOUSEKEEPING MEASURES. ANY GRASSED OR VEGETATED AREAS WHAT EXPERIENCE A17 VEGETAIVE COVER IS SHOWN IN THE PLAN VIEW. AREAS NOT PAVED ARE GRASS, CONTAINERS, SUCH AS GREASE TUBES AND LUBRICATING OIL AND BRAKE FLUID CONTAINERS, AND THEIR PACKAGING, SHALL BE DISPOSED OF IN A PROPER EROSION FROM RAINFALL EVENTS SHOULD BE REPAIRED AND REVEGETATED AS SOON AS POSSIBLE. TRASH OR UTTER SHOULD BE PICKED UP AND PROPERLY DISPOSED TO WEEDS AND BRUSH. MANNER AND SHALL NOT BE LEFT ON THE GROUND OR IN THE OPEN ON THE PREVENT IT FROM GETTING INTO THE STORM DRAINAGE SYSTEM AND DOWNSTREAM A18 SOILS IFORMAlION: CONSTRUCTION SITE. WATERWAYS. Br — BR�OKSTON SILTY LOAM 2. CONSTRUCTION MATERIALS AND THEIR PACKAGING EROSION OF THE DETENTION POND BANKS SHOULD BE ADDRESSED AS SOON AS IT THIS SOL IS DARK COLORED, SILTY IN TEXTURE AND ON DEPRESSIONAL UPLANDS. IT A. EROSION CONTROL MEASURES SHOWN ON THESE PLANS SHALL BE IMPLEMENTED PRIOR BECOMES VISIBLE BY FILLING THE ERODED AREA WITH SUITABLE SOIL AND ESTABLISHING VEGETATION IMMEDIATELY, PREFERABLY BY SODDING. THE SAME IS DEEPAND VERY POORLY DRAINED WITH MODERATE PERMEABILITY. IT HAS HIGH TO AND DURING CONSTRUCTION IN THE PROPER SEQUENCING TO MINIMIZE SOIL EROSION. EROSION CONTROLS SHALL BE INSPECTED AND MAINTAINED AS MEASURE SHOULD BE USED FOR STEEP BANKS OF ANY BERMS OR SWALES. THE PONDS SHOULD ALSO BE MONITORED FOR SEDIMENT. IF THE BOTTOM OF THE PONDS AVAILAB.E WATER FOR PLANT GROWTH AND HIGH ORGANIC MATTER CONTENT. IT HAS COMPAQ TILL STARTING AT A DEPTH OF 40 TO 60 INCHES. THE MAIN SOUL DESCRIBED ELSEWHERE IN THESE PLANS. EXCESSIVE DUSTING OF SOIL ON THE SITE SHALL BE MINIMIZED BY REDUCING CONSTRUCTION TRAFFIC ACROSS BARE RECEIVE SIGNIFICANT SEDIMENT LESS THAN 4 FEET DEEP), ), THE SEDIMENT SHOULD BE FEATURES THAT AFFECT THE URBAN DEVELOPMENT USES ARE SEASONAL HUGH WATER SOIL DURING DRY AND /OR WINDY WEATHER, AND BY APPLYING WATER OR REMOVED AND REPLACED ON SITE. AN ENGINEER SHOULD BE CONTACTED TO IDENTIFY THE SOURCE AND RECOMMEND REPAIRS. TABLE, HIGH POTENTIAL FROST ACTION, MODERATE SHRINK —SWELL POTENRA►L., OTHER ACCEPTABLE DUST CONTROL MEASURES TO THE SOIL UPON MODERATE PERMEABILITY AND PONDED SURFACE WATER. COMPLETION OF CONSTRUCTION AND SUITABLE ESTABLISHMENT OF PERMANENT PAVEMENT AREAS SHOULD BE MONITORED FOR POLLUTANTS. ANY LARGE QUANTITIES BECAUSE OF THESE ENGINEERING LIMITATIONS THIS SITE WILL BE CONSTRUCTED AS VEGETATION, TEMPORARY EROSION CONTROL MEASURES SUCH AS SILT FENCE, CHECK DAMS, AND INLET PROTECTION DEVICES SHALL BE REMOVED IN A OF FLUIDS SUCH AS OIL, ANTIFREEZE, BRAKE FLUID, ETC. FOUND ON THE PAVEMENT SHOULD BE REPORTED TO THE OWNER. FOLLOWS: FULLER ENGINEERING, BEING A COMMERCIAL DEVELOPMENT WITHIN THE JURISDICTION OF THE CITY OF CARMEL AND HAMILTON COUNTY WILL HAVE TO ABIDE MANNER TO MINIMIZE ADDITIONAL LAND DISTURBANCE. ANY AREAS DISTURBED BY THESE OPERATIONS SHALL BE PROPERLY REVEGETATED. THE OWNER SHOULD CLEAN THE POLLUTANTS AND PREVENT THE SOURCE FROM ENTERING THE SITE IN THE FUTURE. FINALLY, BY THE CURRENT SUBDIVISION CONTROL ORDINANCE. THIS ORDINANCE REQUIRES THAT PAVEMENTS SHOULD ALSO BE MONITORED FOR SEDIMENT COMING FROM VEGETATIVE WE HAVE AN ARTIFICIALLY DRAINED SITE AND THAT THE BUILDING WITHIN THIS DEVELOPMENT BE WELL ABOVE THE 100 YR. ELEVATION OF THE PROPOSED DETENTION B. LARGE WASTE MATERIALS CREATED BY CUTTING, SAWING, DRILLING, OR OTHER AREAS. IF POST­ CONSTRUCTION EROSION IS OCCURRING THE SOURCE SHOULD BE RE— STABILIZED AS SOON AS POSSIBLE BY SEEDING SODDING OR MULCHING. BASINS AND THEREFORE BE PROTECTED FROM FLOODING. THE BUILDING WILL BE OF OPERATIONS SHALL BE PROPERLY DISPOSED OF IN SUITABLE ON SITE WASTE CONTAINERS. THE SITE SHALL BE CHECKED AT THE END OF THE DAY, AT A LARGE S_AB TYPE CONSTRUCTION. IN CASES WHERE A HIGH WATER TABLE IS MINIMUM, AND ALL WASTE MATERIALS, INCLUDING THOSE BLOWN ACROSS OR PRESENT SPECIAL FOOTINGS SHALL BE CONSTRUCTED. ALL ROADS WILL HAVE OFF THE SITE BY WIND, SHALL BE PICKED UP AND DISPOSED OF IN SUITABLE ADEQUAE SUB —BASE. ALL SANITARY SEWERS SHALL BE PUBLIC AND THEREFORE NO CONTAINERS. WHERE POSSIBLE, OPERATIONS SUCH AS SAWING THAT CREATE SEPTIC SYSTEMS SHALL BE ALLOWED. SMALL PARTICLES SHOULD BE PERFORMED IN ONE SPOT IN AN AREA PROTECTED FROM WIND, AND WASTE PARTICLES COLLECTED AND DISPOSED OF CrA — GROSBY SILT LOAM, 0 TO 3 PERCENT SLOPES FREQUENTLY TO MINIMIZE WIND DISPERSAL THIS SOL IS LIGHT COLORED, SILTY IN TEXTURE AND ON SLOPING UPLANDS. IT IS PACKAGING USED TO TRANSPORT MATERIALS TO THE SITE FOR CONSTRUCTION DEEP AID SOMEWHAT POORLY DRAINED WITH SLOW PERMEABILITY. IT HAS HIGH OF THE FACILITY SHALL BE DISPOSED OF PROPERLY, WHETHER THE MATERIAL IS AVAILARE WATER FOR PLANT GROWTH AND MEDIUM ORGANIC MATTER CONTENT. THE TAKEN OUT OF ITS PACKAGE AND INCORPORATED INTO THE PROJECT SOIL -HAS COMPACT TILL STARTING AT A DEPTH BETWEEN 20 -40 INCHES. THE MAIN IMMEDIATELY OR STORED ON SITE FOR FUTURE USE. PACKAGED MATERIALS SOIL MTURES THAT AFFECT URBAN DEVELOPMENT USES ARE SEASONAL HIGH WATER STORED ON SITE SHALL BE INSPECTED REGULARLY AND ANY LOOSE PACKAGING TABLE, IODERATE SHRINK —SWELL POTENTIAL, HIGH POTENTIAL FROST ACTION AND SHALL BE REPAIRED OR DISPOSED OF PROPERLY. SLOW PRMEABIUTY. C. ALL DEWATERING ACTIVITIES SHALL BE DONE IN ACCORDANCE TO GOOD EROSION BECAUSE OF THERE ENGINEERING LIMITATIONS THIS SITE WILL BE CONSTRUCTED AS CONTROL PRACTICES. THESE PRACTICES SHOULD INCLUDE THE USE OF DIRT FOLLOW;: FULLER ENGINEERING, BEING A COMMERCIAL DEVELOPMENT WITHIN THE BAGS SUCH AS DANDY DIRT BAGS. THE USE OF THESE TYPES OF DEWATERING JURISDICTION OF THE CITY OF CARMEL AND HAMILTON COUNTY WILL HAVE TO ABIDE BY THE CURRENT SUBDIVISION CONTROL ORDINANCE. THIS ORDINANCE REQUIRES THAT DEVICES WILL REMOVE LARGE QUANTITIES OF SILT, SEDIMENT, AND DIRT AND PREVENT THESE MATERIALS FROM ENTERING THE STORM SEWER SYSTEM. CONSTRUCTION SEQUENCE WE HAVE AN ARTIFICIALLY DRAINED SITE AND THAT THE BUILDING WITHIN THIS DEVELOPMENT BE WELL ABOVE THE 100 YR. ELEVATION OF THE PROPOSED DETENTION D. IF THE USE OF UME IS USED TO STABILIZE THE SOIL OF THE SITE THEN ALL 1. SCHEDULE PRE — CONSTRUCTION MEETING WITH HAMILTON COUNTY SOIL AND WATER BASINS AND THEREFORE BE PROTECTED FROM FLOODING. THE BUILDING WILL BE OF CONSTRUCTION EQUIPMENT USED SHALL BE CLEANED OF ALL EXCESS MATERIAL CONSERVATION DISTRICT (317) 773 -2181. LARGE SLAB TYPE CONSTRUCTION. IN CASES WHERE A HIGH WATER TABLE IS WITH WATER IN THE CONSTRUCTION STAGING AREA AS SHOWN WITHIN THESE .PRESENT SPECIAL FOOTINGS SHALL BE CONSTRUCTED. ALL ROADS WILL HAVE PLANS. 2. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AND SILT FENCE AROUND PERIMETER. ADEQUATE SUB —BASE. ALL SANITARY SEWERS SHALL BE PUBLIC AND THEREFORE NO SEPTIC SYSTEMS SHALL BE ALLOWED. E. NUTRIENTS AND FERTILIZERS SHALL ONLY BE USED TO ESTABLISH RAPID VEGETATION. 3. INSTALL MAINTENANCE, REFUELING AND CONCRETE WASH —OUT FACILITIES AS SHOWN. Al ALL PROPOSED STORM WATER SYSTEMS ARE SHOWN IN THE PLAN VIEW. DETAILED WHEN THESE PRODUCTS ARE UTILIZED, THE USER SHOULD PAY STRICT ATTENTION TO THE PRODUCTS RECOMMENDED USAGE. 4. CLEAR AND EXCAVATE DETENTION BASINS. INFORMATION CAN BE FOUND ON THE UTILITY PLAN. 3. CONCRETE WASTE WATER 5. INSTALL EROSION CONTROL BLANKET ON POND BANKS.. A20 THERE IS NO OFF —SITE CONSTRUCTION ACTIVITY PLANNED WITH THIS PROJECT. A21 THERE ARE NO SOIL STOCKPILES PLANNED FOR THIS PROJECT. A. ALL CONCRETE WASTE WATER SHALL BE DISPOSED OF IN THE DESIGNATED AREA AS SHOWN ON SHEET C301. THIS AREA IS A 4' HIGH, 10' DIAMETER DOUGHNUT 6. STRIP AND ROUGH GRADE ENTIRE SITE. DISTURBED AREAS ARE TO BE KEPT TO A MINIMUM. CONTRACTOR SHALL CONTROL MUD ACCUMULATION ON ALL STREETS A22 EXISTING TOPOGRAPHY IS SHOWN IN THE PLAN VIEW. TYPE MULCH BERM WHICH SHALL BE CONSTRUCTION OVER A GEOTEXTILE SURROUNDING PROJECT BY INSTALLING STONE SURFACE AT ALL LOCATIONS WHERE FABRIC. THIS AREA SHALL BE INSPECTED ON A DAILY BASIS AT A MINIMUM, CONSTRUCTION TRAFFIC LEAVES THE SITE. DUST SHALL BE KEPT TO A MINIMUM BY A23 PROPOSED CONTOURS ARE PROVIDED IN THE PLAN VIEW TO INDICATE DRAINAGE WHEN THIS AREA BECOMES FULL, THE POLLUTANTS SHALL BE EXCAVATED, PLACED IN AN ACCEPTABLE CONTAINER AND DISPOSED OF IN A PROPER UTILIZING SPRINKLING, CALCIUM CHLORIDE, VEGETATIVE COVER, SPRAY ON ADHESIVES OR OTHER APPROVED METHODS. PATTERNS. ADDITIONAL SPOT SHOT INFORMATION CAN BE FOUND ON THE GRADING MANNER. PLAN. 7. INSTALL STORM SEWERS, INLETS AND INLET PROTECTION. FINE GRADE BUILDING PADS B1 POTENTIAL POLLUTANT SOURCES DURING CONSTRUCTION ACTIVITIES INCLUDE CONCRETE 4. PAINT PRODUCTS AND BEGIN FOUNDATION. A 12" DIAMETER STRAW, COMPOST OR COIR LOG SHALL BE INSTALLED IN A HORSESHOE FASHION IN FRONT OF STRUCTURES #2 AND 4. EACH WASTEWATER, TRASH, FOSSIL FUELS, OIL, GREASE AND PAINT. EXPOSURE OF THESE POLLUTANTS TO STORM WATER RUNOFF SHOULD BE MINIMIZED BY PERFORMING A. ALL EXCESS PAINT AND THEIR RELATED PRODUCTS SHALL BE DISPOSED OF IN END OF THE ROLLS SHALL EXTEND TEND TO HIGHER GROUND, ACTIVITIES SUCH AS EQUIPMENT STORAGE, REFUELING, MAINTENANCE AND MANNER BY WHICH THE MANUFACTURER SUGGESTS. UNDER NO CIRCUMSTANCES SHALL PAINT OR THEIR RELATED PRODUCTS BE CLEANED OR DISPOSED OF IN 8. ADD STONE TO BUILDING PADS. PORT —A —LET PLACEMENT IN DESIGNED AREAS AS SHOWN ON THIS SHEET. SOIL, SANITARY SEWERS, STORM SEWERS OR DETENTION BASINS. ANY B2 CONSTRUCTION SEQUENCE: SEE EROSION CONTROL PLAN. VIOLATIONS OF THIS SHALL BE REPORTED TO THE JOB SUPERINTENDENT. 9. INSTALL UNDERGROUND UTILITIES. B3— THE APPROPRIATE EROSION CONTROL MEASURES ARE SHOWN IN 10. INSTALL CONCRETE SLABS AND FINE GRADE PAVEMENT AREAS. B9 THE PLAN VIEW. SEE THE DETAIL SHEETS FOR THE CONSTRUCTION SPECIFICATIONS OF 11. STONE PAVEMENT AREAS. EACH MEASURE. B10 THE PROPOSED PONDS ARE ANTICIPATED TO IMPROVE WATER QUALITY BY ALLOWING 12. CONTINUE BUILDING CONSTRUCTION; _APPLY PERMANENT SEEDING. SEDIMENTS TO SETTLE AND FLOATABLES TO BE IDENTIFIED AND SKIMMED. 13. ADD BINDER COURSE ON PAVEMENT AREAS. 811 SEE SEEDING SCHEDULE DETAIL 14. INSTALL LANDSCAPING. 15. COMPLETE BUILDING CONSTRUCTION. 16. ADD SURFACE COURSE OF ASPHALT. 17. TEMPORARY INLET PROTECTION SHALL REMAIN IN PLACE UNTIL ALL AREAS ARE STABILIZED. DON'T DIG BLIND "HOLEY MOLEY" 1-800-382-5544 CALL TOLL FREE i I ❑ 'll Q � I I III III i I ❑ PRIVATE Q i TREET Q SANITARY MANHOLE � W T CONCRETE END SECTION SD STORM SEWER _- UNDERDRAIN © PULLBOX Ern lz �,._ �s X 3 Vw TcnUa.LL. 3 TRANSFORMER UE UNDERGROUND ELECTRIC BE TELEPHONE PEDESTAL UT � c F- 0 I -�-- SIGN Z (D Q _ Q � (1) x �lal J11 i � Q I, II I w � I o J } � Q i I' I� i i 00 NORTH LEGEND 0 30 60 90 I u- H____1 I GRAPHIC SCALE IN FEET I STANLEY m FLJLLEFt ENGINEER1NG_" STEEMER I'F j r - - - -- --- �_ 0� Y W + I I- s 1 1 1- __ 1. Lij "Al LOT 4 BLOCK 6 i I I TAPPING SLEEVE &VALVE o ! LOT 3 BLOCK 6 - -- _ _ - ,! (STANLEY STEEMER) ; + r STIR. 9 - CONC. ,ENDS SECTION (FULLER ENGINEERING) ' 1 -------------------------------------------------- RANSF RMER P D a ELECT METERS AND ,. �_,__ -------- „ 1 r REAR YARD MASTER WATER ETER PIT! 1 1/2 WATER - -- ---- - -1 1 1/2" WATER 4-- _- - - -__- I i . SWITC G R 10' BUFFER YARD n -Z _ �..JiJ Vf 4/ is 4✓ 3 G) PERMISSION -F W W Li UE 6 W, i I '.I L R I GATI O rFE j /4" WATER �ERVICE (TYP) ( 20) GAS METES BY VEC REN LJ f I L N LATERAL 4 U/S I -= ERMINATE W TER LINE 4 # 'G .H. 7A PE CTRWD SI DE BUILDI G WALL C� EXT G RD MUIREME TS H. 7A BOVE FLOOR AND CAP (t p) I Q -: � 00 2 .1- � � 13 �: • ...,, it V,+.- ../8 ia, V . 4114 DETECTOR LOOP � > s SEE ELECTRICAL PLANS , `- 36 LF 6 PVC SANITARY LATERAL @ 2.0% (m n) N 1 � ADJUST TO - ; ,,.. t 6"W 20 LF 4" UNDERDRAIN (TYP) F 1` ,� CLEAN -OUT, INV. 882.50 0 ?�,,y� FINISHED GRADE' 128 LF 6 PVC SANITARY LATERAL CAD 2.0% (min) LOT 5 BLOCK 6 N G I 40 LF 4� \ / UNDERDRAIN f 905 Acres 1 " . 1 1/2" WATER STIR. _ \ 7% I . 5 CONC. END SECTION N 141 LF 15 0 RCP .2 STR. 8 - CO END EC�'1�0N . INV. 887.26 I � . �t- 0 0�- --1000 GAL. CONC. SEPTIC TANK Oqo �, , (� INV. 887. 5 4 _ ®p ,3 STR. 7 INLET TYPE A I FOR R.V. WASTE BY HARTFORD »RCP FN18 _ T.C. 890.44 pRODU UAL) g� L STIR. 6 INLET TYPE 'A' INV. 887. 91 Li + T.C. 890.44 I -- " INV. 887.52 INSTALL NEW LATERAL 26 U/S 46 LF 6 PVC SANITARY LATERAL @ 2.0 % ?- ` OF EXT'G M.H. 7A PER CTRWD 47 N2 RCP STANDARD REQUIREMENTS I ' FINAL 0 CATION OF HYDRANT T BE ADJU TED BASE 3 4" WATER SERVI E (TYP) . � �.� � CLEAN -OUT / _`�, o w ON DOOR LOCATION n I. Q1� INV. 883.42 TERMINATE WATER INE 4 U u `j � 1 ELE TRIC METERS AND INSIDE BUI DING WALL @ 6 CC r 1 r ^\$ STIR. 4 - CONC. END SECTION SWI C GEA ABOVE FLOOR AND CAP (ty)) ��fo � � � INV. 887.26 H R _ _ _ 15) GAS METERS (BY V TREN) ! U E I, "y U E I 1 K' a W W 3 STR. 3 \CONC. END SECTION 1 1/2" WATER 1 1/2" WATER V. §87.10 / / ' { r Cam, :.� �,:f •..:,.,, r'7 I �y TR�NSFCRMER PAD ELECTRIC LINE EASEMENT TO STIR. 2 SEE DETAIL �ER LIGHT .'vMPAI Y INDIANAPOLIS = T.C. 890.50 i `ZwrL L INV. 880 ' 4N -13 `4TR. 1 - CO C. END SECTION --~ - INV. 887.04 j i'i V E J y L t 1 I ty y fit) ' i 1 �4 `-• `t� t � , U 11 1�j I I ACCEISS AND PARKING EASEtY1E1,)JT It�lSTR. NO. � 3v 83 560 II j a STORM CURB INLET ❑ STORM INLET Q STORM MANHOLE Q SANITARY MANHOLE GAS SANITARY CLEANOUT T CONCRETE END SECTION SD STORM SEWER _- UNDERDRAIN SAN SANITARY SEWER WTR WATER LINE � FIRE HYDRANT O WATER VALVE GAS GAS T GAS UTILITY MARKER _v a �00 - U N O C0 M w M M Oj0 GAS VALVE _- ELECTRIC UTILITY MARKER © PULLBOX Ern lz �,._ �s X 3 Vw TcnUa.LL. 3 TRANSFORMER UE UNDERGROUND ELECTRIC BE TELEPHONE PEDESTAL UT UNDERGROUND TELEPHONE F- GUY WIRE -�-- SIGN TF S 0 10 "WTR 0 - I 1. SANITARY SEWERS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO LOCAL SANITARY SEWER SPECIFICATIONS AND REQUIREMENTS. 2. ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS TO THE SANITARY SEWER SYSTEM ARE PROHIBITED. 3. SANITARY MANHOLES SHALL BE PRECAST CONCRETE OR MONOLITHIC, CONSTRUCTED OF CLASS "A' 42000 PSI CONCRETE, AND CONFORMING TO ASTM C -478. 4. JOINTS BETWEEN PRECAST SANITARY MANHOLE SECTIONS SHALL CONFORM TO ASTM C -443. 5. SANITARY SEWER PIPE AND FITTINGS MAY BE EITHER PVC THAT CONFORMS TO ASTM D -3034, SDR 35 WITH A MINIMUM CELL CLASSIFICATION OF 12454 -B, OR REINFORCED CONCRETE PIPE CLASS III, IV, OR V IN ACCORDANCE WITH ASTM C -76, OR DUCTILE IRON PIPE CONFORMING TO ANSI SPECIFICATIONS A21.51 AND AWWA C -151, OR HIGH DENSITY POLYETHYLENE PIPE CONFORMING TO ASTIR -3350 CELL CLASS P.E. 3344 33C. 6. SANITARY SEWER PIPE JOINTS SHALL CONFORM TO LOCAL SANITARY SEWER SPECIFICATIONS. 7. CONSTRUC11ON SHALL NOT COMMENCE UNTIL AN IMPROVEMENT LOCATION PERMIT HAS BEEN OBTAINED. 8. ADDITIONS, DELETIONS, AND /OR REVISIONS TO THE SANITARY SEWER FACILITIES SHALL NOT BE MADE WITHOUT APPROVAL BY THE CLAY TOWNSHIP REGIONAL WASTE DISTRICT. 9. WATER MAINS CROSSING ANY AND ALL SEWERS SHALL HAVE A MINIMUM VERTICAL SEPARATION OF 18'" BETWEEN THE OUTSIDE OF THE WATER MAIN PIPE AND THE SEWER PIPE. ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED AT THE POINT OF THE CROSSING SUCH THAT BOTH JOINTS WILL BE EQUIDISTANT AND AS FAR AWAY FROM THE SEWER AS POSSIBLE. IF WATER UNE(S) CROSS BELOW SANITARY SEWER LINE(S), SEWER LINE MUST BE CONSTRUCTED FROM WATER MAIN MATERIAL FOR THAT PARTICULAR SPAN. 10. EXISTING UNDERGROUND UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS ACCORDING TO THE BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF THE EXISTING UTILITIES AND REPAIRING ANY DAMAGE DONE TO THE UTILITIES DURING PROBING OR CONSTRUCTION. TO OBTAIN ACCURATE FIELD LOCATIONS OF EXISTING UNDERGROUND UTILITIES, THE CONTRACTOR SHALL NOTIFY THE FOLLOWING FORTY -EIGHT (48) HOURS IN ADVANCE: INDIANA UNDERGROUND CABLE LOCATION 1- 800 - 382 -5544. 11. ALL STORM DRAINAGE CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL STORM SEWER SPECIFICATIONS AND REQUIREMENTS. 12. FIELD TILE ENCOUNTERED SHALL BE REPLACED AND /OR CONNECTED TO THE STORM SEWER SYSTEM. 13. SIDE SLOPES 3:1 OR GREATER WILL BE SODDED OR STABIUZED WITH AN EROSION CONTROL BLANKET. 14. ALL EARTHEN AREAS DISTURBED DURING CONSTRUCTION SHALL HAVE TEMPORARY SEEDING AND MULCHING. 15. SILT FENCE AROUND STRUCTURES IN PAVEMENT AREA ARE TO BE INSTALLED PRIOR TO PAVING CONSTRUCTION. 16. GRANULAR BA.CKFILL REQUIRED FOR ALL PIPE UNDER PAVEMENT AND WITHIN 5 FEET OF PAVEMENT. 17. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCY. THE AMOUNT, LOCATION AND SIZE SHALL BE PER DIRECTION OF AGENCY. i N J m Zi E _v a �00 - U N O C0 M w M M Oj0 w `�'�•C W Z - ° �--. z �)_ Ln M � Ern lz �,._ �s X 3 Vw TcnUa.LL. 3 U O Z (D Q _ Q � (1) x w �- � Q (D 00 O 0o•ocuc� I-• .- CN CJ) > C'7 t6 00 00 C) •- Z M M _ cM U) _ .� o_ w LLJ W U orf w z 0 w a_ w IE_ Q o � N o z L 0 . Z 0 I (n (n V) L U 0 r- (0 V) V) 0 0 0 w O � w . I- o Q w � CL U 0 LLJ 0 e 0 Lu Ad 0 o o >E Lin� P 00 >= SHEET N0. 01 v� NORTH 0 30 60 90 GRAPHIC SCALE IN FEET V IN I I � 1 t � I t I } I LANDSCAPE NOTES r r• l.� y ) j 7 `Ab• E ` 1 +( {t 1 i 1. IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND PLANT LIST, THE PLAN SHALL DICTATE. IF PLANT IDENTIFICATION BOX QUANTITY SHOWN ON PLAN DIFFERS FROM GRAPHIC PLANT CIRCLE COUNT, THE GRAPHIC CIRCLE COUNT SHALL DICTATE. IF IN QUESTION, CONTACT THE LANDSCAPE ARCHITECT. 2. ALL MULCH BEDS TO BE COVERED WITH 3" THICK LAYER OF SHREDDED HARDWOOD BARK MULCH. ALL ANNUAL FLOWER BEDS SHALL BE COVERED WITH 2" SHREDDED HARDWOOD BARK MULCH. BARK MULCH SHALL BE APPROVED BY LANDSCAPE ARCHITECT AND SHALL BE UNIFORM IN TEXTURE AND COLOR AND SHALL BE OBTAINED FROM SAWMILL OR LUMBERING OPERATIONS. NO UTILITY MULCH OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED. 3. AN APPROVED PRE - EMERGENT HERBICIDE SHALL BE APPLIED IN ALL PLANTING AND FLOWER BEDS AT RATES SPECIFIED BY MANUFACTURER FOR EACH VARIETY OF PLANT. 4. FINAL PLACEMENT OF PLANT MATERIALS, ETC. SHALL BE APPROVED BY LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS ARE TO PROCEED. ALL TREE LOCATIONS SHALL BE MARKED WITH A WOODEN STAKE INDICATING VARIETY AND SIZE OF TREE. ALL GROUND COVER AND MULCH BED LINES SHALL BE MARKED BY A HIGHLY VISIBLE PAINT LINE WITH OCCASIONAL WOOD STAKES FOR REFERENCE. ALL STAKES SHALL BE REMOVED FOLLOWING PLANTINGS OPERATIONS. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ADJUST PLANT LOCATIONS ON SITE. 5. A16% 6)c' °LAY T W TE RVAL HfU SS ALLOH E^ stir °LAA' TS ARE SY0AW RD 9E UNAVAILABLE, THE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT PRIOR TO BID DATE IN WRITING. ALL PLANTS SHALL BE INSPECTED AND TAGGED WITH PROJECT IDENTIFICATION AT NURSERY OR CONTRACTOR'S OPERATION PRIOR TO MOVING TO JOB SITE. PLANTS MAY ALSO BE INSPECTED AND APPROVED OR REJECTED ON THE JOB SITE. 6. ALL PLANTS ARE TO MEET OR EXCEED AMERICAN STANDARDS FOR NURSERY STOCK, 1996 EDITION, AS SET FORTH BY AMERICAN ASSOCIATION OF NURSERYMEN. 7. PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WILL NOT CONFLICT WITH CONSTRUCTION OPERATIONS AND AS DIRECTED ®Y OWNER. 8. ALL LANDSCAPE PLANTINGS, INCLUDING TRANSPLANTS, SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT. AT THE END OF THIS PERIOD, PLANT MATERIAL TERMED DEAD OR UNSATISFACTORY BY LANDSCAPE ARCHITECT SHALL BE REPLACED AT NO ADDITIONAL CHARGE BY THE LANDSCAPE CONTRACTOR. 9. THE LANDSCAPE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES THAT MAY BE REQUIRED FOR HIS PORTION OF WORK. 10. PEAT MOSS TO BE USED ON PROJECT SHALL BE A DOMESTIC OR IMPORTED MATERIAL, CHOCOLATE BROWN IN COLOR AND COMPOSED OF PARTIALLY DECOMPOSED VEGETABLE MATERIAL. PEAT MOSS TO ALSO BE MILDLY ACIDIC IN CHARACTER AND SHALL MEET APPROVAL OF LANDSCAPE ARCHITECT. 11. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IN WRITING PRIOR TO BID DATE OF ANY PLANTS THAT HE FEELS MAY NOT SURVIVE TRANSPLANTING OPERATIONS OR IN LOCATIONS NOTED. 12. ALL DISTURBED LAWN AREAS SHALL BE SEEDED OR SODDED AS DIRECTED BY OWNER. SEEDED AND SODDED LAWNS SHALL BE SEED MIX "U" FROM INDIANA STATE HIGHWAY SPECIFICATION OR AS APPROVED BY LANDSCAPE ARCHITECT. 13. ALL LAWNS SHALL BE GUARANTEED TO HAVE A FULL UNIFORM STAND OF ACCEPTABLE GRASS AT END OF ONE (1) YEAR GUARANTEE PERIOD WITH NO BARE SPOTS COMPRISING MORE THAN 29 OF ANY LAWN AREA. ANY AREA SO NOTED WILL BE SEEDED UNTIL AN ACCEPTABLE STAND OF GRASS IS ESTABLISHED. 14. ALL LANDSCAPE PLANTINGS TO BE MAINTAINED FOR A PERIOD UNTIL FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. ALL STAKES AND GUY WIRES MUST BE REMOVED WITHIN ONE YEAR. ALL SODDED LAWN TO BE MAINTAINED FOR A PERIOD UNTIL FINAL INSPECTION BY THE LANDSCAPE CONTRACTOR. MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIIVATIONG, MULCHING, MOWING AND ALL OTHER NECESSARY OPERATIONS REQUIRED FOR PROPER ESTABLISHMENT OF LAWNS AND PLANTINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WATERING, EVEN IF THE IRRIGATION SYSTEM IS NOT OPERATIONAL AT THE TIME OF PLANTING OR IS NOTED INCLUDED IN CONSTRUCTION. 15. CONTRACTOR TO SUBMIT UNIT PRICES ON EVERY TYPE OF WORK AS REQUESTED BY LANDSCAPE ARCHITECT. 16. ALL LAWN AREAS WITHIN LAWN LIMIT LINES TO RECEIVE 6" MINIMUM APPROVED TOPSOIL PRIOR TO SEEDING OR SODDING OPERATIONS. 17. DACKFIL L FOR TREE PLAt4TIt4O S"*kLL BE 759 APPROW13 30PSOtiL At4D 25% APPROWD PLATERS MIX. TOP LAYER OF BACKFILL SHALL BE 1009 EXISTING TOPSOIL A 5 -10 -5 ANALYSIS SLOW RELEASE FERTILIZER SHALL BE INCORPORATED INTO BACKFILL AT APPROVED RATES. 18. ALL PLANTING BEDS SHALL HAVE A SPADED EDGE TO A DEPTH EQUAL TO SPECIFIED MULCH THICKNESS. .RIND PLANT SCHEDULE TREES SYMBOL QUANTITY ACE —S 5 BOTANICAL NAME ACER SACCHARUM COMIL40N NAME GREEN MOUNTAIN SUGER MAPLE 2m 2 1/2" ROOT B/B NOTES AME —C 10 AMELANCHIER CANADENSIS SHADEBLOW SERVICEBERRY 8' B/B CLUMP BET—N 6 BETULA NIGRA RIVER BIRCH 10' B/B CLUMP GLE -1 10 GLEDITSIA TRIACANTHOS 'SHADEMASTER' SHADEMASTER HONEYLOCUST 2 1/2" B/B PIC —P 8 PICEA PUNGENS BLUE SPRUCE 6' B/B (10 (1) Cu ,d. � 1 — w �- `- PIC -0 24 PICEA OMORIKA SERBIAN SPRUCE 6' B/B QUE —R 9 QUERCUS RUBRA RED OAK 2 1/2" B/B SHRUBS EUO—A 0 EUONYMUS ALATUS 'COMPACTA' DWARF BURNING BUSH 24" CONT. PLANT 48" O.C. JUN —C 0 JUNIPERUS CHINENSIS 'KALLAYS COMPLACT' KALLAY PFITZER JUNIPER 24" CONT. PLANT 48" O.C. BUX —G 0 BUXUS X K 'GREEN VELVET' GREEN VELVET BOXWOOD 24" B/B PLANT 36" O.C. VIB —C 62 VIBURNUM CARLESII KOREANSPICE VIBURNUM 24" B/B PLANT 48" O.C. VIB —D 25 VIBURNUM X DENTATUM ARROWWOOD VIBURNUM 24" B/B PLANT 48" O.C. ORNAMENTAL GRASSES, GRAMINOIDS, AND FORBS CAL —A 0 CALAMAGROSTIS A. 'KARL FOERSTER' FEATHER REED GRASS 2 GAL. CONT. PLANT 36" O.C. PAN —V 39 PANICUM VIRGATUM 'HEAVY METAL' HEAVY METAL SWITCH GRASS 2 GAL CONT. PLANT 36" O.C. PON —E 40 CAREX LACUSTRIS LAKE SEDGE PLUG PLANT 2' O.C. 25 ELEOCHARIS ERYTHROPODA CREEPING SPIKERUSH PLUG PLANT 2' O.C. 50 IRIS VERSICOLOR WILD IRIS PLUG PLANT 2' O.C. 25 LOBELIA SIPHILITICA GREAT BLUE LOBELIA PLUG PLANT 2' O.C. 25 SAGITARIA LATIFOLIA COMMON ARROWHEAD PLUG PLANT 2' O.C. LAWN SEED ALL SEED AREAS TO BE HYDROMULCHED SOD ALL SOD AREAS TO BE IRRIGATED MULCH SHREDDED HARDWOOD BARK MULCH c0 ALL PLANTING AREAS TO BE O A 3" DEPTH GENERAL NOTE Quantity lists are supplied as c convenience. The Contractor shall verify all quantities. Date { rW^ V / U j > J m Z V E .! Z ° y U N N �p M N cz O M M CJ Lu M W rn o 3 V) W�s � cn U o_ Li 3 U J J 0 C: (10 (1) Cu ,d. � 1 — w �- `- (j) C Q Q Q C O d' (0 00 _ mot' (I)N Mo~Oo0 M z CY) cy) cy) z 0 W W Of U Fa- w Of W Z 0 W W Q c0 N O Z �- LO 0 • cV O I� z 0 r- (n to (!) U LLJ (D ce w . Q w c� \,00 CL r) U 0 Lu 0 v (L Lu 3; 0 Lu J too LL Ln 00 SHEET N0. C 5 nn 1 Vq 10 uiN CONTRACTOR SMALL CUT A SECTION FROM MAIN LINE . SEA. THE ENDS ARE M 8E SWARE. TWO REPAIR. COUPLINGS SHALL BE USEOs. OK At EACH ENO OF THE CONNECTION TO CIE. MAIN . UNE. THE .LENGTH OF -me SNAI[ l 8E vA*n IN 1/7 INCH OF THAT QF .. "B'. WY€`S MAY Bf UOUAM BELLED OR BELL - STRAIGHT ENDED, PLAN VIII �.. PIPE BEING_ FOR LITERALS SHALL. BE THE SAME AS FOR MAIN LINE SEVER. 2. NORMAL. GRADE. FOR LATERALS SHALL BE 1/4- PER FOOT.: 3, UININUM GRADE FOR LATERALS SHALL BE 11/5w PER FOOT. 4. ALL FITTINGS SHALL BE SDR .26. 5.. DEPTH AT PROPERTY LINE TO BE APPROX. 5 FEET MOW ESTABLISHED. GRADE EXCEPT W IERE MAIN .UNE GRADE: FIXES SHALLOM DEPTH OR WERE BASEMENTS DICTATE A GREATER DEPTH. 6. MARK END OF LATERAL AT PROPERTY LINE WTH A METAL FENCE. POST. STANrNADU Uaid_ ING NS&6110N I 6H%---EX1S13b1Q--,SEffR DE161�. NOT • SCALE U j -> Z J m V E L 0 00 0 V u J N ON OA LIJ M N t0 O M cif N M "' v Z� W � Z v V M rn � � v" 3 Z N • X L�W �cn Ut20 3 U J J U) W O Z 00 = Z -� OCz N0^ - t4 Q o � ICT fl� CO 00 O ai N`t� F- .0 N Qti ti (!) > C`7 CU 00 CO -` ^ c) Q 0 E ti r- C �M� S• Z O c_n > �.. PIPE BEING_ FOR LITERALS SHALL. BE THE SAME AS FOR MAIN LINE SEVER. 2. NORMAL. GRADE. FOR LATERALS SHALL BE 1/4- PER FOOT.: 3, UININUM GRADE FOR LATERALS SHALL BE 11/5w PER FOOT. 4. ALL FITTINGS SHALL BE SDR .26. 5.. DEPTH AT PROPERTY LINE TO BE APPROX. 5 FEET MOW ESTABLISHED. GRADE EXCEPT W IERE MAIN .UNE GRADE: FIXES SHALLOM DEPTH OR WERE BASEMENTS DICTATE A GREATER DEPTH. 6. MARK END OF LATERAL AT PROPERTY LINE WTH A METAL FENCE. POST. STANrNADU Uaid_ ING NS&6110N I 6H%---EX1S13b1Q--,SEffR DE161�. NOT • SCALE EXPANSION JOINT (TYP) 4" THICK CONCRETE SLAB SEE DETAIL 6" 6" 1 /4 " /ft. 1 /4- /ft. CONCRETE MEDIAN DETAIL NO SCALE MACHINE EXTRUDED CONCRETE CURB. PROVIDE CONTROL JOINTS 0 5' -0' ON CENTER. CURBS TO BE BONDED TO PAVEMENT WITH EPDXY RESIN PER MANUFACTURERS RECOMMENDATIONS. CURE AND SEAL TO ATTAIN MAXIMUM MOISTURE RETENTION. = APPLY EPDXY c° /'UNDER CONCRETE CURB ASPHALT SURFACE COURSE ASPHALT BINDER COURSE CRUSHED STONE BASE COMPACTED SUBGRADE CLAY TOWNSHIP REGIONAL WASTE DISTRICT SUMMARY OF LATERAL INSTALLATION REQUIREMENTS 1. All houses, buildings, etc., shall connect to the District's sanitary sewer system within 90 days of notice providing a sewer is within 300 feet for Hamilton County or 100 feet for Boone County of the property line. Only one building may connect to the sewer main per lateral unless otherwise approved by the District. 2. No foundation or other storm water drains shall be interconnected to the sewer lateral installed and connected to the District's sanitary sewer. 3. The existing sewer line from the building to the septic tank may only be used if it is located under a building addition, patio, porch or paved driveway. Air test is required to show if acceptable for re -use. The property owner shall bear the cost of all testing. The District inspector must be onsite for the duration of the air test. 4. The owner or contractor shall notify the District prior to covering the installed lateral so that the District can make an inspection to determine compliance with the District's sewer use ordinance. Such notification shall be made 24 hours prior to the need for the inspection. If the inspection fails and a second inspection is required, or contractor is not on site for scheduled inspection, or fails to cancel inspection, an additional fee of $75.00 will be due. This must be paid prior to the time of the follow up inspection. 5. Property owners are hereby advised that the County Board of Health regulates the operation and maintenance of private sewage disposal (septic) systems. The County Ordinance provides in part that, upon connection to a public sewer, a septic tank " ?shall be abandoned and filled with earthen material in a safe and sanitary manner." Please contact the appropriate County Board of Health for further information. 6. Acceptable Pipe Materials: PVC PIPE: SDR 35, ASTM D -3034, SIX INCH PIPE PVC PIPE: SDR 21, ASTM D -241, SIX INCH PIPE GASKETS JOINTS ASTM D 3212 GASKETS ASTM F -477 FITTINGS - SDR -26 DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS. CLEAN OUTS TO BE LOCATED THREE FEET WITHIN THE FOUNDATION AND NO MORE THAN 300 FEET APART. 7. Bedding: Use fill sand or Number 8, 9 or 11 stone Fill material is to be placed from 6 inches below to 6 inches above the pipe The trench should be a minimum of 18 inches wide 8. Laterals shall be installed no closer than 20 feet from water wells unless PVC pressure grade pipe is used meeting SDR 21 and ASTM D -2241. Any proposed installation requiring pressure pipe shall be reviewed and accepted by the District and the District's engineer prior to installation. 9. Where a transition is made between SDR 35 pipe and pressure grade SDR 21 pipe, a ductile iron gasketed mechanical coupling shall be used. 10. Laterals shall terminate within 3 feet of the building unless the conditions in item #3 above are met. No glued pipe shall be installed outside of building foundation walls. 11. Additional information on District standards and specifications may be obtained from the District's office during business hours of 8:00a.m. to 5:00p.m. Monday through Friday: All District standards can be located on our web site at http: / /www.ctrwd.org /. Clay Township Regional Waste District 10701 North College Suite A. Indianapolis, Indiana 46280 Phone: 844 -9200 Fax: 844 -9203 12. Septic effluent shall not be pumped out into the sanitary sewer system. 13. The District shall inspect ALL laterals. Please call the District office at 844.9200 24 hours prior to time of inspection 14. Contractors shall lay 14 gauge- stranded wire the entire length of the lateral. Wire is to be placed on top of the lateral. The District inspector will verify placement of the wire. After inspection, bedding is to be placed on top. 15.Call before you dig: IUPPS 1- 800 - 382 -5544, 48 hours prior to digging. 4" CONC. SLAB WITH SLOPE WIRE FABRIC 6x6 -- 8/8 WELDED 6" CONC. SLAB WITH IN BOTH SLABS 3 BARS, 112"O.C. 60TH WAYS COMPACTED GRANUI AGGREGATE TYPICAL TRASH PAD SECTION 'r SCALE TOOL BOTH SIDES OF A f;112' PPLIED JOINT SEALER EXPANSION JOINT PREFORMED EXPANSION MATERIAL • ` , • . . • •• . • • • N • o. w EXPANSION JOINT TO CONCRETE SLAB BOTTOM OF PAVEMENT EXPANSION JOINT DETAIL NO SCALE 1/8--1 1/4- DEEP SAWED FLUSH WITH SURFACE OR TOOLED JOINT WITH JOINT SEALER !d /4 • • e • A • .1 • - • . • CONCRETE SLAB CONTROL JOINT NO SCALE NUT W/ LOCKING WASHER STOP 0 M 3" O.D. PIPE WITH A SIMILAR COLOR FINISH O I CONC. OR PAVER SLOPE TO DRAIN FINISH -� -�- X1/4" SLOPE PER FOOT R M a O CLASS "A" CONCRETE 1 2" STOP SIGN DETAIL NO SCALE METAL CAP REQUIRED 1" 4" STD. STEEL w PIPE PAINTED a (L J t w ° SLOPE CONC. 1" ABOVE & FINISH W/ STEEL TROWEL of PAVEMENT -\ , F104, MISS. 0,00/0 11 =1L= L " 1 =11 =11 II 1 =11 NOTE: PAVEMENT SECTION BASED ON TYPICAL SITE CONDITIONS. ANY AREAS OF BAD SOILS MUST BE REMOVED AND RECOMPACTED TO 95% MODIFIED PROCTOR. CAP ND HEAD I'S A.C. SURFACE ?" H.A.C. BINDER )MPACTED AGGREGATE #53 )MPACTED AGGREGATE #2 ACTED SUBGRADE TYPICAL ASPHALT PAVEMENT SECTION NO SCALE TOOLED CONTROL JOINT 1/4% 1 1/4- DEEP 6x6 - W2.9 x W2.9 WELDED APPLIED ANTI - SPALLIN WIRE FABRIC COMPOUND BROOM FINISH .,. •• • %. ,• , • io REINF. PLACED AT • •. 1/3 OF CONC. THICKNESS GRANULAR BACKFILL =I I E�T _I I�I I I_I I I_I I I_I I ' ,I I NOTES: F, I L= �(�_)�1_ 1.) CONTROL JOINTS 5' -0" O.C. MAX. RAINED S &WELL (SEE PLANS FOR ANY VARIATIONS) DRAINED SUBGRADE 2.) EXPANSION JOINTS 20' -0" O.C. MAX. (SEE PLANS FOR ANY VARIATIONS) 6" THICK CONCRETE PAVEMENT DETAIL NO SCALE S U j -> Z J m V E L 0 00 0 V u J N ON OA LIJ M N t0 O M cif N M "' v Z� W � Z v V M rn � � v" 3 Z N • X L�W �cn Ut20 3 U J J U) W O Z 00 = Z -� OCz N0^ Q o � ICT fl� CO 00 O ai N`t� F- .0 N Qti ti (!) > C`7 CU 00 CO -` ^ c) Q 0 E ti r- �M� Z O c_n > LU Ce >w_ C� o! Q H Of w 0 W D_ w Q co \_ N O r- Z LO 0 O Z 04 0 I oI 0 0 0 0 U Lr) = 0 0 0 L � w Q w . � CL D U U) 0 0 z LU 0 U o W �Q CD W z as U) a. a j W z imumm Q O W Fm j H U) O w W .1 a 0 L I Q au 0 LL 00 SHEET N0. C601 STANDARD HEX. HEAD BRASS PLUG. TOP OF CASTING ELEV. AS SHOWN IN PLANS. GROUND LINE 1 12" X 12" X 4" CONC. COLLAR - - 0" MAX. FINISH FLOOR 4.• "45' ELBOW 6" PIPE r--SANITARY BUILDING DRAIN WYE \_INVERT ELEV. AS SHOWN IN PLANS CLEAN- OUT NO SCALE 4 R •• LO,,A • • R 5" N 24" 5' I OUTLET PIPE • • ,R , < . • 4 .. t SEE PLANS FOR ^ CASTING TYPE c" r 1 N MIN. 6" TOPSOIL TO < w ENSURE GRASS GROWTH . • IF NOT UNDER PAVEMENT • j EDGE OF PAVEMENT, CURB, 4• GUTTER OR SIMILAR STRUCTURE zzzl 4•• _ 12" (MIN.) "B" BORROW OR EQUIV. GRANULAR MATERIAL CRUSHED STONE OR APPROVED • ~ • •q4. 6" #53 STONE BEDDING -J NOTE: 5" CONC. PRECAST OR POURED IN PLACE INLET TYPE W (TYPICAL) (12" TO 18" PIPES) NO SCALE itils l! WATER MAIN SANITARY OR STORM SEWER WATER MAIN WATER MAIN WATER MAIN NOTE: WHEN LATERAL SEPARATION RATED PIPE WATER IS 10' OR GREATER NO VERTICAL SANITARY OR CLEARANCE IS NEEDED. STORM SEWER C4 10' (MIN.) 10' (MIN.) SANITARY OR WATER MAIN SANITARY OR •STORM SEWER LESS THAN 18" OR IN CASES STORM SEWER 2 WHERE WATER IS BELOW l'-O" SANITARY SEWER MIN. (TYP. WATER MAIN RATED PIPE - FLEXIBLE COUPLING OR ADAPTER CONCRETE COLLAR `-FLEXIBLE COUPLING OR ADAPTER CONCRETE COLLAR MINIMUM CROSSOVER & SEPARATION REQUIREMENTS FOR WATER MAINS, SANITARY SEWERS & STORM SEWERS NO SCALE EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH WITHIN 5' OF EDGE OF PAVEMENT "B' BORROW OR EQUIV. GRANULAR NOTE: MATERIAL COMPACTED TO 90% STANDAR REGULAR PROCTOR DENSITY. ALL OTHER BACKFILL WITHIN 5' OF EDGE OF PAVEMENT CONDITIONS REGULAR BACKFILL ALLOWABLE. A = 1.25Bc + 12" OUTSIDE 5' OF EDGE OF PAVEMENT A = 1.25Bc "B" BORROW OR EQUIV. GRANULAR MATERIAL 1 /2 Bc COMPACTED TO 90% STANDARD PROCTOR Bc 4" DENSITY DEPTH OF BEDDING MATERIAL BELOW PIPE LEGEND D (d) MIN. NOTE: Bc = OUTSIDE DIAMETER ALL BEDDING AND INITIAL BACKFILL 27" & SMALLER 3" SHALL BE INSTALLED IN 6' D = INSIDE DIAMETER TO 12" BALANCED LIFTS 30" TO 60" 4' d = DEPTH OF BEDDING A MINIMUM 9" CLEARANCE MATERIAL BELOW PIPE 66" & LARGER 6" SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL) NO SCALE 5' OR LESS MIN. 6" TOPSOIL TO fBACKFII r ENSURE GRASS GROWTH . • IF NOT UNDER PAVEMENT • MIN. 1.25 Bc + 12" EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE 12" (MIN.) "B" BORROW OR EQUIV. GRANULAR MATERIAL CRUSHED STONE OR APPROVED COMPACTED TO 95% EQUIV. CLASS BEDDING MATERIAL HAND STANDARD PROCTOR DENSITY TAMPED AND WALKED INTO PLACE Bc 4" LEGEND Bc = OUTSIDE DIAMETER NOTE: D = INSIDE DIAMETER ALL BEDDING AND, INITIAL BACKFILL SHALL BE INSTALLED IN 6" d = DEPTH OF BEDDING TO 12" BALANCED LIFTS MATERIAL BELOW PIPE A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE PLASTIC PIPE (PVC & HDPE) TRENCH DETAIL (WITHIN 5 FROM EDGE OF PAVEMENT) NO SCALE 5' OR LESS 4 • EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE "B" BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH IF NOT UNDER PAVEMENT 12" (MIN.) #8 CRUSHED STONE OR APPROVED EQUIV. CLASS I BEDDING MATERIAL HAND TAMPED AND WALKED INTO PLACE LEGEND lmi" Ir- lIY"y1 •"'IIC�I�iI ~ Bc = OUTSIDE DIAMETER NOTE: D = INSIDE DIAMETER ALL BEDDING AND INITIAL BACKFILL SHALL BE INSTALLED IN 6" d = DEPTH OF BEDDING TO 12" BALANCED LIFTS MATERIAL BELOW PIPE A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE PLASTIC PIPE (PVC & HDPE) TRENCH DETAIL (WITHIN 5 FROM EDGE OF PAVEMENT) NO SCALE EDGE OF GUTTER GREATER THAN 5' • MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH �1 M MIN. 1.25 Bc + 12 f fBACKFII r LAR LEGEND lslrl'llt"911"9r I I II Iv I Bc = OUTSIDE DIAMETER NOTE: D = INSIDE DIAMETER ALL BEDDING AND INITIAL ,�ACKFILL SHALL BE INSTALLED IN 6 d = DEPTH OF BEDDING TO 12" BALANCED LIFTS MATERIAL BELOW PIPE A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE PLASTIC PIPE (PVC & HDPE) TRENCH DETAIL (GREATER THAN 5' FROM EDGE OF PAVEMENT) NO SCALE 9" J 13J Y 12 "CTOC Q MAX. SPACING o w Y Q 1 1/2-R PLAN VIEW 3 SECTION Y —Y GROOVED END ON OUTLET END 3,• TONGUE END ON INLET END �� 1 F/44 3 �<< S�OpF CONCRETE END D LOAF _, SECTION C = D -C PIPE I 3 CULVERT COMPUTED LENGTH OF CULVERT _ I Q PAY LENGTH OF CULVERT 0 GI END SECTION � o LENGTH (D) 3 N SLOPE DETAIL A GROOVE (OR TONGUE) TO BE THE SAME AS ON STANDARD REINFORCED CONCRETE PIPE ASTM DESIGNATION C 76 LONGITUDINAL SECTION 12 "C. TO C. MAX. SPACING 3/4 "x12" HOOK BOLTS GALV. HOOK • . • . o • • ,• .• I cco 4,- •. 4 • *GLASS!" A" CONCREti E +2T SECTION A —A DIA. V1ALL WT. SEC. A B C D E R -1 R -2 SKIRT 12 2 530 4 24 8 7/8 72 7/8 24 10 1/16 9 3 1/2 15 2 1/4 740 6 27 6 73 30 12 1/2 11 3 1/2 18 2 1/2 990 9 27 6 73 36 15 1/2 12 4 21 2 3/4 1280 9 35 8 73 42 16 1/8 13 4 24 3 1520 9 1/2 43 1/2 0 73 1/2 48 16 11/16 14 4 1/2 27 3 1/4 1930 10 1/2 48 5 1/2 73 1/2 54 17 3/4 14 1/2 4 1/2 30 131/2 2190 12 54 9 374---7-3-3-74- 4 73 3 4 60 18 5 16 15 5 33 3 3/4 3150 13 1/2 58 1/2 39 1/4 97 3/4 66 23 3/4 17 1/2 5 1/2 36 4 4100 15 63 34 3/4 97 3/4 72 24 1/16 20 5 1/2 42 41/2 5380 21 63 35 98 78 27 1/4 22 5 1/2 48 5 6550 24 72 26 98 84 28 1/8 22 5 3/4 54 5 1/2 8040 27 85 5 100 90 32 7/8 24 6 1/4 60 6 8750 30 60 39 99 96 35 3/4 24 6 3/4 66 6 1/2 10630 24 78 21 99 102 35 11/16 24 7 1/4 72 7 12520 34 78 21 99 108 38 5/8 24 7 3/4 78 7 1/2 14430 24 78 21 99 114 41 15/16 24 8 1/2 84 8 16350 24 78 21 99 120 44 13/16 24 9 *TOLERANCE 1t !'0 TES: CONCRETE IN THESE SECTIONS SHALL BE THE SAME GRADE AND STRENGTH AS SPECIFIED FOR REINFORCED CONCRETE PIPE, A.S.T.M. DESIGNATION C -76 CLASS II (AS SET OUT IN STANDARD SPECIFICATIONS). REINFORCEMENT IN THE "C" PORTION SHALL BE THE SAME AS SPECIFIED FOR THE REINFORCED CONCRETE, A.S.T.M. DESIGNATION C -76 CLASS II FOR THE SIZE OF CONNECTING PIPE. REINFORCEMENT IN THE "B" PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT OF ONE LAYER OF STEEL IN THE 'C' PORTION. THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION SO THAT THE FLOW LINES ARE FLUSH. THE JOINT SHALL BE COM.D.ETELY FILLED WITH MORTAR. IN 3.1 OR 4:1 FILL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH, PLEASING TRANSITION APPROXIMATELY 10' -0 IN LENGTH. VARIATIONS IN DIMENSIONS - THE THICKNESS OF THE CONCRETE, THE POSITION OF STEEL, AND THE INTERNAL DIAMETER OF THE PIPE SHALL CONFORM WITH THE VARIATIONS IN DIMENSIONS AS PROVIDED IN THE SPECIFICATIONS FOR REINFORCED CONCRETE CULVERT, STORM DRAIN, AND SEWER PIPE, A.S.T.M. DESIGNATION C -76. CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PIPE END SECTIONS. PRECAST CONCRETE END SECTION NO SCALE STABILIZATION PRACTICE: JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. PERMANENT q SEEDING TEMPORARY B D O / //1 / / /O-► SEEDING E MULCHING A = KENTUCKY BLUEGRASS 40%% TURF TYPE TALL FESCUE 407'% ANNUAL RYE GRASS 20% PLUS 2 TONS OF STRAW MULCH/ ACRE APPLY MIXTURE AT A RATE OF 2 LBS. PER 1000 SQ.FT. B = SPRING OATS 3 BUSHEL PER ACRE C = WHEAT OR RYE 2 BUSHEL PER ACRE D = ANNUAL RYE GRASS (1 LB. PER 1000 SQ. FT.) E = STRAW MULCH (90 LBS. PER 1000 SQ.FT.) 0/1 / O IRRIGATION NEEDED DURING JUNE, JULY, AND / OR SEPTEMBER. O O IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD NOTE: ALL SEEDING SHALL HAVE 12 -12 -12 FERTILIZER APPLIED 400 -600 LBS. PER ACRE OR AS SPECIFIED. SEEDING SCHEDULE NO SCALE EROSION CONTROL MONITORING & MAINTENANCE GUIDELINES EROSION CONTROL MEASURE MAINTENANCE INSTALLATION SEQUENCE INSPECT WEEKLY, AFTER STORM EVENTS, AND AFTER HEAVY USE; STONE ENTRANCE RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL; PRIOR TO CLEARING AND GRADING TOP DRESS WITH CLEAN STONE AS NEEDED; REMOVE ALL MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS IMMEDIATELY INSPECT AFTER STORM EVENTS; REPAIR ANY AREAS OF DECOMPOSITION SILT FENCE OR DAMAGE TO FENCE MATERIAL; REMOVE SEDIMENT AT DEPTH OF ONE PRIOR TO CLEARING AND GRADING HALF FENCE HEIGHT AT LOWEST POINT OR IF FABRIC BULGES; AVOID UNDERMINING DURING CLEANOUT EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS, AND AS NEEDED PRIOR TO CLEARING AND GRADING TREE PROTECTION WEEKLY, AFTER STORM EVENTS, AND AS NEEDED PRIOR TO CLEARING AND GRADING INSPECT WEEKLY AND AFTER EACH STORM EVENT; REMOVE SEDIMENT FROM CHANNEL AND REINFORCE RIDGE AS NEEDED; REPAIR OUTLET TEMPORARY DIVERSIONS DAMAGE IMMEDIATELY, REMOVE SEDIMENT FROM TRAPS WHEN 50% FULL; ALONG WITH ROUGH GRADING WHEN WORK AREA IS STABILIZED, REMOVE RIDGE, FILL CHANNEL, REMOVE TEMPORARY SLOPE DRAINS, AND STABILIZE ALL DISTURBED AREAS INSPECT AFTER STORM EVENTS; REMOVE SEDIMENT AT ONE HALF DESIGN TEMPORARY SEDIMENT TRAP DEPTH; REPLACE SPILLWAY GRAVEL FACING IF CLOGGED; REPAIR EROSION DURING CLEARING AND PRIOR TO GRADING AND HOLES AS NEEDED; REPLACE DISPLACED RIPRAP INSPECT PERIODICALLY TO VERIFY ADEQUATE ESTABLISHMENT OF VEGETATIVE STANDS; RESEED AND MULCH AS NEEDED; INSPECT AFTER TEMPORARY SEEDING STORM EVENTS AND REPAIR EROSION DAMAGE; TOP DRESS FALL SEEDED AFTER ROUGH GRADING WHEAT OR RYE SEEDINGS WITH 50 LBS /AC OF NITROGEN IN FEBRUARY OR MARCH IF NITROGEN DEFICIENCY IS APPARENT; WATER AS NEEDED INSPECT PERIODICALLY AND AFTER STORM EVENTS UNTIL VEGETATIVE STAND IS ESTABLISHED; ADD FERTILIZER AFTER GROWING SEASON PER PERMANENT SEEDING SOIL TEST RECOMMENDATIONS; REPAIR DAMAGED, BARE, OR SPARSE AFTER FINISH GRADING OF EACH AREA AREAS BY FILLING, REPREPARING THE SEED BED, FERTILIZING, AND /OR SEEDING AND MULCHING INSPECT FOR AREAS OF EROSION BELOW THE BLANKET AFTER EACH EROSION CONTROL BLANKET STORM EVENT; REPAIR AREAS OF EROSION BY REMOVING AFFECTED ASR FINISH GRADING PORTION OF BLANKET, ADD SOIL, RESEED, RELAY AND STAPLE BLANKET; INSPECT PERIODICALLY AFTER VEGETATION IS ESTABLISHED INSPECT THE BALES AFTER EACH STORM EVENT, REMOVE SEDIMENT DEPOSITS TO PROVIDE STORAGE FOR THE NEXT STORM BEING CAREFUL STRAW BALES NOT TO DAMAGE OR UNDERCUT THE BALES; REPLACE DAMAGED OR FINISH GRADING DETERIORATED BALES IMMEDIATELY INSPECT FABRIC BARRIER AFTER STORM EVENTS AND MAKE NEEDED INLET PROTECTION REPAIRS IMMEDIATELY, REMOVE SEDIMENT FROM THE POOL AREA WHILE AFTER EACH INLET IS PLACED AVOIDING DAMAGING OR UNDERCUTTING THE FABRIC SEED, SOD & LANDSCAPE �P SOD MOIST UNTIL FULLY ROOTED; WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS AROUND UNITS FINISHED REMOVAL OF STRAW BALES N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF INLET PROTECTION N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMCVE BINDING TRUNK AFTER PL AND STAKING TRT JACK RUBBER HOSE TRUNK ST BRANCH GALV. GUY WIRE REDDED HARDWOOD MULCH TEE FENCE POST 24" NOTES: �- AME:NDE:D PLANTING SOIL 1. HARDWOOD STAKES SHALL BE DRIVEN A MIN. OF 30' INTO THE GROUND. 2 PLANT FLARE ROOT AT GRADE LEVEL. 36 STAKES AND WIRES MUST BE REMOVED WITHIN ONE YEAR TREE PLANTING DETAIL NO SCALE 3" SHREDDED HARDWOOD MULCH CREATE 4" SAUCER REMOVE UPPER �1 1/3 OF BURLAP SUBGRADE rAacn 2 "x2 "x8" HARDWOOD STAKES 2 PER TREE WITH #12 GALV. WIRE & 1/2" HOSE LOOP ' REMOVE BINDING AROUND TRUNK AFTER PLANTING AND STAKING FINISH GRADE SOIL MIX: 3 PARTS TOPSOIL & 1 PART PEAT. NOTES: 1. HARDWOOD STAKES SHALL BE DRIVEN A MIN. OF 30' INTO THE GROUND. 2 PLANT FLARE ROOT AT GRADE LEVEL 3. STAKES AND WIRES MUST BE REMOVED WITHIN ONE PEAR. EVERGREEN PLANTING DETAIL NO SCALE REMOVE ANY BINDING 3" HARDWOOD AROUND PLANT STEM MULCH CREATE 4" SAUCER REMOVE UPPER FINISH GRADE 113 OF BURLAP SOIL MIX: 3 PARTS S" TOPSOIL & 1 PART IN PEAT. B & B OR CONTAINER SUBGRADE GROWN ROOT BALL - SCARIFY POT BOUND PLANTS NOTES; 1. HARDWOOD STAKES SHALL BE DRIVEN A MIN. OF 30' INTO THE GROUND. 2 PLANT FLARE ROOT AT GRADE LEVEL 3. STAKES AND WIRES MUST BE REMOVED WITHIN ONE YEAR. SHRUB PLANTING DETAIL NO SCALE V) VU> J > J m Z U E o Ic m o V C-4 14 J ro o o r? a�i �W �M`"' 00 d `� C W W .0 Z G N Z I� C Z� z rn v �v 3 Z N = ` X 3 �s 3 W cn V � `�° J J ^ O c Q O Z -o O cu CV (1) ^ o �— x Q O � 00 O N �t .� N Qti ti Cn > co (B 00 00 �-.. -. >- Lo � 0 � ?c�(n vv z O V) > >_w LLJ O✓ Q H- C LEI O W C- w co �. O o � cV O r. Z O O n I Z0 1 U o w Q w c CL D U U) 0 0 z W o - L) o W �a w Z as Q a � � J w z 0 w Q Fm U) O w W JE 0 L W �- a a� 0 J r- LL co SHEET NO. 0602 *TOLERANCE 1t !'0 TES: CONCRETE IN THESE SECTIONS SHALL BE THE SAME GRADE AND STRENGTH AS SPECIFIED FOR REINFORCED CONCRETE PIPE, A.S.T.M. DESIGNATION C -76 CLASS II (AS SET OUT IN STANDARD SPECIFICATIONS). REINFORCEMENT IN THE "C" PORTION SHALL BE THE SAME AS SPECIFIED FOR THE REINFORCED CONCRETE, A.S.T.M. DESIGNATION C -76 CLASS II FOR THE SIZE OF CONNECTING PIPE. REINFORCEMENT IN THE "B" PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT OF ONE LAYER OF STEEL IN THE 'C' PORTION. THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION SO THAT THE FLOW LINES ARE FLUSH. THE JOINT SHALL BE COM.D.ETELY FILLED WITH MORTAR. IN 3.1 OR 4:1 FILL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH, PLEASING TRANSITION APPROXIMATELY 10' -0 IN LENGTH. VARIATIONS IN DIMENSIONS - THE THICKNESS OF THE CONCRETE, THE POSITION OF STEEL, AND THE INTERNAL DIAMETER OF THE PIPE SHALL CONFORM WITH THE VARIATIONS IN DIMENSIONS AS PROVIDED IN THE SPECIFICATIONS FOR REINFORCED CONCRETE CULVERT, STORM DRAIN, AND SEWER PIPE, A.S.T.M. DESIGNATION C -76. CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PIPE END SECTIONS. PRECAST CONCRETE END SECTION NO SCALE STABILIZATION PRACTICE: JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. PERMANENT q SEEDING TEMPORARY B D O / //1 / / /O-► SEEDING E MULCHING A = KENTUCKY BLUEGRASS 40%% TURF TYPE TALL FESCUE 407'% ANNUAL RYE GRASS 20% PLUS 2 TONS OF STRAW MULCH/ ACRE APPLY MIXTURE AT A RATE OF 2 LBS. PER 1000 SQ.FT. B = SPRING OATS 3 BUSHEL PER ACRE C = WHEAT OR RYE 2 BUSHEL PER ACRE D = ANNUAL RYE GRASS (1 LB. PER 1000 SQ. FT.) E = STRAW MULCH (90 LBS. PER 1000 SQ.FT.) 0/1 / O IRRIGATION NEEDED DURING JUNE, JULY, AND / OR SEPTEMBER. O O IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD NOTE: ALL SEEDING SHALL HAVE 12 -12 -12 FERTILIZER APPLIED 400 -600 LBS. PER ACRE OR AS SPECIFIED. SEEDING SCHEDULE NO SCALE EROSION CONTROL MONITORING & MAINTENANCE GUIDELINES EROSION CONTROL MEASURE MAINTENANCE INSTALLATION SEQUENCE INSPECT WEEKLY, AFTER STORM EVENTS, AND AFTER HEAVY USE; STONE ENTRANCE RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL; PRIOR TO CLEARING AND GRADING TOP DRESS WITH CLEAN STONE AS NEEDED; REMOVE ALL MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS IMMEDIATELY INSPECT AFTER STORM EVENTS; REPAIR ANY AREAS OF DECOMPOSITION SILT FENCE OR DAMAGE TO FENCE MATERIAL; REMOVE SEDIMENT AT DEPTH OF ONE PRIOR TO CLEARING AND GRADING HALF FENCE HEIGHT AT LOWEST POINT OR IF FABRIC BULGES; AVOID UNDERMINING DURING CLEANOUT EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS, AND AS NEEDED PRIOR TO CLEARING AND GRADING TREE PROTECTION WEEKLY, AFTER STORM EVENTS, AND AS NEEDED PRIOR TO CLEARING AND GRADING INSPECT WEEKLY AND AFTER EACH STORM EVENT; REMOVE SEDIMENT FROM CHANNEL AND REINFORCE RIDGE AS NEEDED; REPAIR OUTLET TEMPORARY DIVERSIONS DAMAGE IMMEDIATELY, REMOVE SEDIMENT FROM TRAPS WHEN 50% FULL; ALONG WITH ROUGH GRADING WHEN WORK AREA IS STABILIZED, REMOVE RIDGE, FILL CHANNEL, REMOVE TEMPORARY SLOPE DRAINS, AND STABILIZE ALL DISTURBED AREAS INSPECT AFTER STORM EVENTS; REMOVE SEDIMENT AT ONE HALF DESIGN TEMPORARY SEDIMENT TRAP DEPTH; REPLACE SPILLWAY GRAVEL FACING IF CLOGGED; REPAIR EROSION DURING CLEARING AND PRIOR TO GRADING AND HOLES AS NEEDED; REPLACE DISPLACED RIPRAP INSPECT PERIODICALLY TO VERIFY ADEQUATE ESTABLISHMENT OF VEGETATIVE STANDS; RESEED AND MULCH AS NEEDED; INSPECT AFTER TEMPORARY SEEDING STORM EVENTS AND REPAIR EROSION DAMAGE; TOP DRESS FALL SEEDED AFTER ROUGH GRADING WHEAT OR RYE SEEDINGS WITH 50 LBS /AC OF NITROGEN IN FEBRUARY OR MARCH IF NITROGEN DEFICIENCY IS APPARENT; WATER AS NEEDED INSPECT PERIODICALLY AND AFTER STORM EVENTS UNTIL VEGETATIVE STAND IS ESTABLISHED; ADD FERTILIZER AFTER GROWING SEASON PER PERMANENT SEEDING SOIL TEST RECOMMENDATIONS; REPAIR DAMAGED, BARE, OR SPARSE AFTER FINISH GRADING OF EACH AREA AREAS BY FILLING, REPREPARING THE SEED BED, FERTILIZING, AND /OR SEEDING AND MULCHING INSPECT FOR AREAS OF EROSION BELOW THE BLANKET AFTER EACH EROSION CONTROL BLANKET STORM EVENT; REPAIR AREAS OF EROSION BY REMOVING AFFECTED ASR FINISH GRADING PORTION OF BLANKET, ADD SOIL, RESEED, RELAY AND STAPLE BLANKET; INSPECT PERIODICALLY AFTER VEGETATION IS ESTABLISHED INSPECT THE BALES AFTER EACH STORM EVENT, REMOVE SEDIMENT DEPOSITS TO PROVIDE STORAGE FOR THE NEXT STORM BEING CAREFUL STRAW BALES NOT TO DAMAGE OR UNDERCUT THE BALES; REPLACE DAMAGED OR FINISH GRADING DETERIORATED BALES IMMEDIATELY INSPECT FABRIC BARRIER AFTER STORM EVENTS AND MAKE NEEDED INLET PROTECTION REPAIRS IMMEDIATELY, REMOVE SEDIMENT FROM THE POOL AREA WHILE AFTER EACH INLET IS PLACED AVOIDING DAMAGING OR UNDERCUTTING THE FABRIC SEED, SOD & LANDSCAPE �P SOD MOIST UNTIL FULLY ROOTED; WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS AROUND UNITS FINISHED REMOVAL OF STRAW BALES N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF INLET PROTECTION N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMCVE BINDING TRUNK AFTER PL AND STAKING TRT JACK RUBBER HOSE TRUNK ST BRANCH GALV. GUY WIRE REDDED HARDWOOD MULCH TEE FENCE POST 24" NOTES: �- AME:NDE:D PLANTING SOIL 1. HARDWOOD STAKES SHALL BE DRIVEN A MIN. OF 30' INTO THE GROUND. 2 PLANT FLARE ROOT AT GRADE LEVEL. 36 STAKES AND WIRES MUST BE REMOVED WITHIN ONE YEAR TREE PLANTING DETAIL NO SCALE 3" SHREDDED HARDWOOD MULCH CREATE 4" SAUCER REMOVE UPPER �1 1/3 OF BURLAP SUBGRADE rAacn 2 "x2 "x8" HARDWOOD STAKES 2 PER TREE WITH #12 GALV. WIRE & 1/2" HOSE LOOP ' REMOVE BINDING AROUND TRUNK AFTER PLANTING AND STAKING FINISH GRADE SOIL MIX: 3 PARTS TOPSOIL & 1 PART PEAT. NOTES: 1. HARDWOOD STAKES SHALL BE DRIVEN A MIN. OF 30' INTO THE GROUND. 2 PLANT FLARE ROOT AT GRADE LEVEL 3. STAKES AND WIRES MUST BE REMOVED WITHIN ONE PEAR. EVERGREEN PLANTING DETAIL NO SCALE REMOVE ANY BINDING 3" HARDWOOD AROUND PLANT STEM MULCH CREATE 4" SAUCER REMOVE UPPER FINISH GRADE 113 OF BURLAP SOIL MIX: 3 PARTS S" TOPSOIL & 1 PART IN PEAT. B & B OR CONTAINER SUBGRADE GROWN ROOT BALL - SCARIFY POT BOUND PLANTS NOTES; 1. HARDWOOD STAKES SHALL BE DRIVEN A MIN. OF 30' INTO THE GROUND. 2 PLANT FLARE ROOT AT GRADE LEVEL 3. STAKES AND WIRES MUST BE REMOVED WITHIN ONE YEAR. SHRUB PLANTING DETAIL NO SCALE V) VU> J > J m Z U E o Ic m o V C-4 14 J ro o o r? a�i �W �M`"' 00 d `� C W W .0 Z G N Z I� C Z� z rn v �v 3 Z N = ` X 3 �s 3 W cn V � `�° J J ^ O c Q O Z -o O cu CV (1) ^ o �— x Q O � 00 O N �t .� N Qti ti Cn > co (B 00 00 �-.. -. >- Lo � 0 � ?c�(n vv z O V) > >_w LLJ O✓ Q H- C LEI O W C- w co �. O o � cV O r. Z O O n I Z0 1 U o w Q w c CL D U U) 0 0 z W o - L) o W �a w Z as Q a � � J w z 0 w Q Fm U) O w W JE 0 L W �- a a� 0 J r- LL co SHEET NO. 0602 REMCVE BINDING TRUNK AFTER PL AND STAKING TRT JACK RUBBER HOSE TRUNK ST BRANCH GALV. GUY WIRE REDDED HARDWOOD MULCH TEE FENCE POST 24" NOTES: �- AME:NDE:D PLANTING SOIL 1. HARDWOOD STAKES SHALL BE DRIVEN A MIN. OF 30' INTO THE GROUND. 2 PLANT FLARE ROOT AT GRADE LEVEL. 36 STAKES AND WIRES MUST BE REMOVED WITHIN ONE YEAR TREE PLANTING DETAIL NO SCALE 3" SHREDDED HARDWOOD MULCH CREATE 4" SAUCER REMOVE UPPER �1 1/3 OF BURLAP SUBGRADE rAacn 2 "x2 "x8" HARDWOOD STAKES 2 PER TREE WITH #12 GALV. WIRE & 1/2" HOSE LOOP ' REMOVE BINDING AROUND TRUNK AFTER PLANTING AND STAKING FINISH GRADE SOIL MIX: 3 PARTS TOPSOIL & 1 PART PEAT. NOTES: 1. HARDWOOD STAKES SHALL BE DRIVEN A MIN. OF 30' INTO THE GROUND. 2 PLANT FLARE ROOT AT GRADE LEVEL 3. STAKES AND WIRES MUST BE REMOVED WITHIN ONE PEAR. EVERGREEN PLANTING DETAIL NO SCALE REMOVE ANY BINDING 3" HARDWOOD AROUND PLANT STEM MULCH CREATE 4" SAUCER REMOVE UPPER FINISH GRADE 113 OF BURLAP SOIL MIX: 3 PARTS S" TOPSOIL & 1 PART IN PEAT. B & B OR CONTAINER SUBGRADE GROWN ROOT BALL - SCARIFY POT BOUND PLANTS NOTES; 1. HARDWOOD STAKES SHALL BE DRIVEN A MIN. OF 30' INTO THE GROUND. 2 PLANT FLARE ROOT AT GRADE LEVEL 3. STAKES AND WIRES MUST BE REMOVED WITHIN ONE YEAR. SHRUB PLANTING DETAIL NO SCALE V) VU> J > J m Z U E o Ic m o V C-4 14 J ro o o r? a�i �W �M`"' 00 d `� C W W .0 Z G N Z I� C Z� z rn v �v 3 Z N = ` X 3 �s 3 W cn V � `�° J J ^ O c Q O Z -o O cu CV (1) ^ o �— x Q O � 00 O N �t .� N Qti ti Cn > co (B 00 00 �-.. -. >- Lo � 0 � ?c�(n vv z O V) > >_w LLJ O✓ Q H- C LEI O W C- w co �. O o � cV O r. Z O O n I Z0 1 U o w Q w c CL D U U) 0 0 z W o - L) o W �a w Z as Q a � � J w z 0 w Q Fm U) O w W JE 0 L W �- a a� 0 J r- LL co SHEET NO. 0602 V) VU> J > J m Z U E o Ic m o V C-4 14 J ro o o r? a�i �W �M`"' 00 d `� C W W .0 Z G N Z I� C Z� z rn v �v 3 Z N = ` X 3 �s 3 W cn V � `�° J J ^ O c Q O Z -o O cu CV (1) ^ o �— x Q O � 00 O N �t .� N Qti ti Cn > co (B 00 00 �-.. -. >- Lo � 0 � ?c�(n vv z O V) > >_w LLJ O✓ Q H- C LEI O W C- w co �. O o � cV O r. Z O O n I Z0 1 U o w Q w c CL D U U) 0 0 z W o - L) o W �a w Z as Q a � � J w z 0 w Q Fm U) O w W JE 0 L W �- a a� 0 J r- LL co SHEET NO. 0602 DANDY BAG® II i Installation and Maintenance Guidelines CONCRETE COLLAR . -1111 '• - ._ - ; --�'" �• Installation: Remove the grate from catch basin. If using PRECAST CONCRETE FINISH GRADE HYDRANT SHALL MEET LOCAL FIRE CODES AND optional oil absorbents; place absorbent pillow in unit. Stand ,� ,� :1111 i� �\ ,� \ / \/ :1111• / \ / / \� LOCAL WATER UTILITY SPECIFICATIONS the rate on end. Move the to lifting straps out of the way " • . 1111;; lo \; and glace the rate into the Dand Ba ® P y (D ° TOP BARREL // ;;;; ;;;; / /\�c v p g y g II so that the grate is V • ° � "L" (MIN. OR m below the top straps and above the lower straps. Holding the /\ AS REQUIRED BY WATER UTILITY a, lifting devices, insert the grate into the inlet. 6" 1111 :::: :;:; /\� _ U o \� \ \ \\ 1111,, /\ z 0 o • w N „ „ I \\\\\\ / / / /// \ w O M 20" WID // /j, CL = o r, M IN mo Maintenance. Remove all accumulated sediment and debris from cv' 24 6 I OUT , , \ \ \, \ 1111,,,, / \, I J W vicinit of unit after each storm event. RECT. WEIR LET PIP Y \/ \ \ \ \ \ \ /� Y coNC. coL.LAR L LJ - y After each storm event � / z �/ \ \ \ \ \\ 1111,,,, Z ® INV. 889.65 a /\ a I 4 = N and at regular intervals look into the Dandy Bag II If the m / / \� m C -1 VALVE Box Z U Ln - M M / \\\\\\ / / / /// /� m v E 3 • \ \ \ \ \ \\ / / / /// N - X containment area is more than 1/3 full of sediment the unit GRANULAR I (f) w ^ V) U CL U 3 °� ! LOWER BARREL \/ BACKFILL REQ D " must be emptied. To empty unit, lift the unit out of the inlet ' co ° 1111,, / • AROUND BASE GATE VALVE using the lifting straps and remove the grate. If using optional d CREOSOTED &BARREL oil absorbents; replace absorbent when near saturation. 2 "x6 "x1' -6" WOOD �� ;;;; ;;;; /% I MAIN P BLOCKING POLYETHYLENE WRAP // CONC. BLOCK U 0000 GRATE DANDY BAG® II Q :::::::::: �/ 000 00 NEENAH R -3405 :................ 1111... �/ 1111..,. .,,,.... / \\ DRAIN J O OO 000 ;;,,,,,,,,,,,,,,,,,, ,..,.,,,. 1111,,, ,,1111, \/ " O O 1111,,,,, ,,,.,.,. 6 HYD. BRANCH 0 0 000000 LIFT STRAPS OR EQUAL 1111..... ::::::: 1111 / / \\� CONC. PAD 07 ,,,,, 0000 00 �� a ' "' "' "' '� / " / Q NOTE: FIRE HYDRANT SHALL BE SET A o 6 , 1111 1111 1111. O 00 24 ,,,,,,,,,,,,,,,,, ,,,,,,.,,,,,,, �// :::, :1111,,., / /�% MINIMUM OF 6 FROM ALL ;;;;;;; \i, DRIVEWAY OPENINGS O PRECAST CONCRETE �? ;;;; ® �� Z Z ao 1111,, c0 � ELEV. 890.50 0 ,,,\, 1111,, „ y \� o MAIN DIMENSION L O X w \,,,,,,,,,,,,,,,, . 1111,,,,. 3,000 PSI CONC. ;; ;: :: • • ;;• LINE (MINIMUM) U o m • • m 1111. 1111.,.• ::: r� 20 WIDE ° ,,,,,,,,,,,, THRUST BLOCK /\ ;;; t '' . DANDY BAG II � , RECT. WEIR \,��j /��/ \ �� \,a\, \�\�\\� \ \ %:� %�j /i \��� \ \� \\ \%�\i \ \i�� \i� \ \i/�i % 12 39 Q � z ado _ _ N ELEV. 889.65 TRENCH WIDTH 6 42 O U .� � � STANDARD FABRIC IS 7" ORIFICE ° •. ~ . 9 N � � O O N N AN ORANGE WOVEN SIDE VIEW FRONT VIEW FIRE HYDRANT ASSEMBLY � Lo � °° �° MONOFILAMENT • - 00 0 rn 4 ti ti ELEV. 887.10 ° ° NO SCALE DUMPING STRAP ° GATE VALVE BOX SETTING z CO CO ALLOWS FOR EASY •' ° • NO SCALE REMOVAL OF CONTENTS I A • GRADE P-1 EXISTING FORMED WATER CNCRETE 6" #53 STONE BEDDING I i MAIN BLOCKING FORMED CONCRETE I I BLOCKING S • TAPPING SLEEVE VALVE BOX STRUCTURE #2 DETAIL 3 0 i • • z C FORMED CONCRETE BLOCKING - w w ATE VALVE ( AREA OF CONCRETE IN CONTACT WITH UNDISTURBED EARTH. Cy AREA IN SQUARE FEET REQUIRED FOR CONCRETE THRUST BLOCKING I ( TEE 8 90' 45' 22 1/2* 11 1/4' Q I I SIZE PLUG BEND BEND BEND BEND f- I I TAPPING SLEEVE 4" 2.0 2.5 1.5 1.0 1.0 � WATER SERVICE 6" 4.0 5.5 3.0 1.5 1.0 Z Ld TO BLDG. SITE 8" 6.5 9.0 5.0 2.5 1.5 10" 10.0 14.0 7.5 4.0 2.0 -3.1 6' LAC) 12" 14.0 20.0 11.0 5.5 3.0 O GENERAL STAPLE RECOMMENDATIONS 14„ 19.0 27.0 14.0 7.5 4.0 CE 16 25.0 35.0 19.0 10.0 5.0 Ld WATER MAIN CONNECTION DETAIL 180 31.5 44.5 24.0 12.5 6.5 325 3, 20" 38.0 54.5 29.5 15.0 7.5 300 �o 36" 86.5 122.0 66.0 34.0 17.0 W 24 55.5 78.5 42.5 22.0 11.0 N 0 SCALE " x x 1 275 I 42" 168.0 237.0 128.5 65.5 33.0 x \ C 11/2' 3' 11/i f Q \ 250 _ B I N 225 x 200 A B "L" OW" d TYPICAL THRUST BLOCKING DETAILS o C C x x PIPE SIZE L W " 5o Z z 175 15 and smaller 8 9.5 6 NO SCALE � C D 15" to 21" 14' 16' 6" to 9" � 150 B 1 STAPLE PER SQ. YD. 1 1/2 STAPLE PER SQ. YD. 21" to 30" 20' 24' 9" to 12" N 125 0 100 N x x N x x x 75 A 20' I ••-- APRON AT Z ° � vii u�i can 50 3' x x x x A ZERO GRADE A A A U o AB w LU 25 B x x x x x O T C D � Q w� ° FT. x x x x I 150 < V CL 4:1 3:1 2:1 1:1 LOW FLOW MED /HIGH FLOW - CHANNEL CHANNEL AND M �0 3 SHORELINE 2 STAPLE PER SQ. YD. 3 1/2 STAPLE PER SQ. YD. SLOPE GRADIENT NOTE: Cn 1. CHANNEL LINING UTILIZE STAPLE PATTERN 'Co WITH ADDITIONAL STAPLES ON SIDE SLOPES AT PROJECTED WATER ,� a O LINE. I L 00 Q 2 STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN o � Z 6" STONE DEPTH 3 EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VERY • • • L � °w � (MIN) o z W DEPENDING UPON SOIL TYPE AND AVERAGE RAINFALL NO II 0 cv x > �, _ 3. AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE OVERFALL / OVERFALL 3 0 z o DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN 'Co SHOULD BE UTILIZED. a w Q W Q EROSION CONTROL MAT INSTALLATION GUIDE DETAIL FILTER " Z FABRIC 12 (MIN) OR 2 X d50, FILTER WHICHEVER IS GREATER FABRIC Ei NO SCALE ROCK CHUTE GRADE ® 1% OR a U) AS SHOWN BELOW Q✓ NO SCALE Z PLAN O W - Q F= �: J H 1 100' 1 25' 1 25' Cl) O W W ® 174MIN.) 1 0 2% 1 0 2% j / � Q S' 1.5' SLOPE CHECK DITCH CHECK JOINING FENCES 0i LL POST NON -WOVEN � Q FABRIC Uj 3 1� ELEV. 891.00 3 POST FLOW PROFILE 1 �- ELEV. 890.50 BACKFILL GROUND NOTE: O Lo ASPHALT PAVEMENT LINE 1. STONE SIZE SHALL CONFORM TO ASTM D48 N ! SIZE #1 (1 1/2- TO 3 1/2- DIA.). mi r 2. PERIODIC 2 STONE TOP DRESSING & WASHING 00 AS REQUESTED BY COUNTY /CITY. T >= \_6n DIA. RIPRAP -------------------------- -- -- -- ��-- -- EXISTING TEMPORARY CONSTRUCTION �( SOIL ENTRANCE DETAIL NON -WOVEN 6" X 6' TRENCH BOTTOM OF WHEN JOINING TWO OR MORE I FILTER FABRIC SILT FENCES TIE THE TWO EXTENDS INTO TRENCH END POSTS TOGETHER WITH NO SCALE BOTTOM OF STONE BASE EXISTING NYLON CORDS. EMERGENCY SPILLWAY DETAIL 12�. #8 STONE SILT FENCE DETAIL 4" PERFORATED UNDERDRAIN NO SCALE SHEET NO. PAVEMENT UNDERDRAIN DETAIL (x603 NO SCALE