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06060009 Civil Engineering Plans Rcv. 6/9/2006 DOCS
f " F LAKE IPORTER LAPORTE I ST. JOSEPH ELKHART ILAGRANGE ISTEUBEN NOBLE DEKALB MARSHALL STARKE KOSCIUSKO JASPER NEWTON PULASKI FULTON JUHITE CASS BENTON CARROL WARREN CLINTON FOUNTAIN MONTGOMERY BOONE z 0 J ME PARKS WHITLEY I ALLEN WABASH HUNTINGTON MIAMI WELLS ADAMS It! HENDRICKS PUTNAM MARION HANCOCK RUSH FAYETTE UNION SHELBY JOHNSON MORGAN VIGO CLAY FRANKLIN OWEN DECATUR MONROE BROWN BARTHOLOMEW SULLIVAN GREENS JACKSON LAWRENCE KNOX MARTIN DAVIESS J P' ` PIKE GIBSON POSEY WARRICK VANDER BURGH ORANGE DUBOIS CRAWFORD PERRY SPENCER _ L _ Z RIPLEY DEAR JENNINGS WASHINGTON SCOTT I. CLARK FLOYD HARRISON OHIO JEFFERSON I SWITZERLAND E 7,W - -- i It ti a CONSTRUCTION PLAN INDEX C0.0 C2.0 C2.1 C3.0 C4.0 C4.1 C4.2 C5.0 C6.0 C7.0 C7.1 C8.0 SITE TITLE SHEET SITE PLAN SITE PLAN GRADING & DRAINAGE PLAN EROSION CONTROL PLAN EROSION CONTROL NOTES EROSION CONTROL DETAILS UTILITY PLAN LIGHTING PLAN SITE DETAILS SITE DETAILS LANDSCAPE PLAN CIVIL ENGINEER: Civil Design S LLP 2415 Directors Row, Suite E Indianapolis, Indiana 46241 Phone: 317-244-1968 Fax: 317- 244 -1969 ARCHITECT: Professional Design Group, LLC 2060 Franklin Way, Suite 2000 Marietta, Georgia 30067 Phone: 770-956-7886 Fax: 770 -933 -0692 Contact: Brad Schneider, AIA GRANT NO. HOWARD CONTROL NOTES SHEET C4.1 BLACK- JAY EROSION Al FORD CONTROL PLAN SHEET C4.0 TIPTON MADISON DELAWARE A3 EROSION CONTROL NOTES SHEET C4.1 RANDOLPH CONTROL NOTES SHEET C4.1 EROSION PR JEC CONTROL NOTES SHEET C4.1 HAMILTON LO AT I O A7 EROSION CONTROL NOTES SHEET C4.1 HENRY CONTROL PLAN SHEET C4.0 EROSION A9 EROSION WAYNE It! HENDRICKS PUTNAM MARION HANCOCK RUSH FAYETTE UNION SHELBY JOHNSON MORGAN VIGO CLAY FRANKLIN OWEN DECATUR MONROE BROWN BARTHOLOMEW SULLIVAN GREENS JACKSON LAWRENCE KNOX MARTIN DAVIESS J P' ` PIKE GIBSON POSEY WARRICK VANDER BURGH ORANGE DUBOIS CRAWFORD PERRY SPENCER _ L _ Z RIPLEY DEAR JENNINGS WASHINGTON SCOTT I. CLARK FLOYD HARRISON OHIO JEFFERSON I SWITZERLAND E 7,W - -- i It ti a CONSTRUCTION PLAN INDEX C0.0 C2.0 C2.1 C3.0 C4.0 C4.1 C4.2 C5.0 C6.0 C7.0 C7.1 C8.0 SITE TITLE SHEET SITE PLAN SITE PLAN GRADING & DRAINAGE PLAN EROSION CONTROL PLAN EROSION CONTROL NOTES EROSION CONTROL DETAILS UTILITY PLAN LIGHTING PLAN SITE DETAILS SITE DETAILS LANDSCAPE PLAN CIVIL ENGINEER: Civil Design S LLP 2415 Directors Row, Suite E Indianapolis, Indiana 46241 Phone: 317-244-1968 Fax: 317- 244 -1969 ARCHITECT: Professional Design Group, LLC 2060 Franklin Way, Suite 2000 Marietta, Georgia 30067 Phone: 770-956-7886 Fax: 770 -933 -0692 Contact: Brad Schneider, AIA N to PLAN ELEMENT INDEX OF REQUIRED PLAN ELEMENTS BUILDING LOT NUMBERS BOUNDARIES AND ROADS NATURE AND PURPOSE OF PROJECT PROJECT SITE VICINITY MAP LEGAL DESCRIPTION OF PROJECT SITE LOTS AND PROPOSED SITE IMPROVEMENTS HYDROLOGIC UNIT CODE (14 DIGIT) STATE OR FEDERAL WATER QUAUTY PERMITS POINTS OF STORMWATER DISCHARGE FROM SITE ADJACENT WETLANDS, LAKES AND WATER COURSES RECEIVING WATERS POTENTIAL DISCHARGES TO GROUND WATER FLOODPLAINS, FLOODWAYS AND FLOODWAY FRINGES PEAK DISCHARGE ADJACENT LAND USE CONSTRUCTION LIMITS EXISTING VEGETATIVE COVER SOILS MAP AND SOIL DESCRIPTIONS PROPOSED STORMWATER SYSTEMS OFF -SITE CONSTRUCTION ACTIVITIES PROPOSED SOIL STOCKPILES SITE TOPOGRAPHY FINAL SITE TOPOGRAPHY PLAN ELEMENT POTENTIAL POLLUTANT SOURCES IMPLEMENTATION SEQUENCE CONSTRUCTION ENTRANCE LOCATION CONTROL MEASURES FOR SHEET FLOW AREAS CONTROL MEASURES FOR CONCENTRATED FLOW AREAS INLET PROTECTION MEASURE LOCATIONS AND SPECS RUNOFF CONTROL MEASURES STORM WATER OUTLET PROTECTION SPECIFICATIONS GRADE STABILIZATION STRUCTURES CONSTRUCTION DETAILS FOR CONTROL MEASURES TEMPORARY SURFACE STABILIZATION METHODS PERMANENT SURFACE STABILIZATION METHODS MATERIAL HANDLING AND SPILL PREVENTION PLAN MONITORING AND MAINTENANCE GUIDELINES EROISION AND SEDIMENT CONTROL SPECIFICATIONS PLAN ELEMENT POTENTIAL POLLUTANT SOURCES IMPLEMENTATION SEQUENCE PROPOSED STORMWATER QUALITY MEASURES CONSTRUCTION DETAILS AND SPECIFICATIONS EROSION CONTROL MAINTENANCE GUIDELINES LOCATION ASSESSMENT OF CONSTRUCTION PLAN ELEMENTS (Section A) NO. EROSION CONTROL NOTES SHEET C4.1 TITLE SHEET C0.0 EROSION Al EROSION CONTROL PLAN SHEET C4.0 AZ CONTROL NOTES SHEET C4.1 EROSION A3 EROSION CONTROL NOTES SHEET C4.1 A4 CONTROL NOTES SHEET C4.1 EROSION A5 EROSION CONTROL NOTES SHEET C4.1 A6 CONTROL NOTES SHEET C4.1 EROSION A7 EROSION CONTROL NOTES SHEET C4.1 AS CONTROL PLAN SHEET C4.0 EROSION A9 EROSION CONTROL NOTES SHEET C4.1 A10 PLAN SHEET C3.0 GRADING A11 EROSION CONTROL PLAN SHEET C4.0 Al2 PLAN SHEET C3.0 GRADING A13 OUTSIDE INDIANA 1- 800 - 428 -5200 (317)- 639 -1501 A14 THE SIZE AND LOCATION OF UTILITIES ARE PER PLANS AND LOCATIONS A15 SHALL BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF A16 U� A17 A18 .� to � o o A19 0 A20 0 A21 � NO A22 O O A23 EROSION CONTROL PLAN - CONSTRUCTION COMPONENT (Section B) >c NO. B1 z 82 B3 o � B4 oC: QN 85 W Bfi m i �U B7 B8 Q U a- O F- B9 o B10 V) w 1311 Q B12 B13 B14 615 EROSION CONTROL PLAN - POST - CONSTRUCTION COMPONENT (Section C) _j NO. U C1 C2 C3 C5 0 N to PLAN ELEMENT INDEX OF REQUIRED PLAN ELEMENTS BUILDING LOT NUMBERS BOUNDARIES AND ROADS NATURE AND PURPOSE OF PROJECT PROJECT SITE VICINITY MAP LEGAL DESCRIPTION OF PROJECT SITE LOTS AND PROPOSED SITE IMPROVEMENTS HYDROLOGIC UNIT CODE (14 DIGIT) STATE OR FEDERAL WATER QUAUTY PERMITS POINTS OF STORMWATER DISCHARGE FROM SITE ADJACENT WETLANDS, LAKES AND WATER COURSES RECEIVING WATERS POTENTIAL DISCHARGES TO GROUND WATER FLOODPLAINS, FLOODWAYS AND FLOODWAY FRINGES PEAK DISCHARGE ADJACENT LAND USE CONSTRUCTION LIMITS EXISTING VEGETATIVE COVER SOILS MAP AND SOIL DESCRIPTIONS PROPOSED STORMWATER SYSTEMS OFF -SITE CONSTRUCTION ACTIVITIES PROPOSED SOIL STOCKPILES SITE TOPOGRAPHY FINAL SITE TOPOGRAPHY PLAN ELEMENT POTENTIAL POLLUTANT SOURCES IMPLEMENTATION SEQUENCE CONSTRUCTION ENTRANCE LOCATION CONTROL MEASURES FOR SHEET FLOW AREAS CONTROL MEASURES FOR CONCENTRATED FLOW AREAS INLET PROTECTION MEASURE LOCATIONS AND SPECS RUNOFF CONTROL MEASURES STORM WATER OUTLET PROTECTION SPECIFICATIONS GRADE STABILIZATION STRUCTURES CONSTRUCTION DETAILS FOR CONTROL MEASURES TEMPORARY SURFACE STABILIZATION METHODS PERMANENT SURFACE STABILIZATION METHODS MATERIAL HANDLING AND SPILL PREVENTION PLAN MONITORING AND MAINTENANCE GUIDELINES EROISION AND SEDIMENT CONTROL SPECIFICATIONS PLAN ELEMENT POTENTIAL POLLUTANT SOURCES IMPLEMENTATION SEQUENCE PROPOSED STORMWATER QUALITY MEASURES CONSTRUCTION DETAILS AND SPECIFICATIONS EROSION CONTROL MAINTENANCE GUIDELINES LOCATION TITLE SHEET C0.0 SITE PLAN SHEET C2.0 EROSION CONTROL NOTES SHEET C4.1 TITLE SHEET C0.0 EROSION CONTROL NOTES SHEET C4.1 EROSION CONTROL PLAN SHEET C4.0 EROSION CONTROL NOTES SHEET C4.1 EROSION CONTROL NOTES SHEET C4.1 EROSION CONTROL NOTES SHEET C4.1 EROSION CONTROL NOTES SHEET C4.1 EROSION CONTROL NOTES SHEET C4.1 EROSION CONTROL NOTES SHEET C4.1 EROSION CONTROL NOTES SHEET C4.1 EROSION CONTROL NOTES SHEET C4.1 EROSION CONTROL NOTES SHEET C4.1 EROSION CONTROL PLAN SHEET C4.0 EROSION CONTROL NOTES SHEET C4.1 EROSION CONTROL NOTES SHEET C4.1 GRADING PLAN SHEET C3.0 GRADING PLAN SHEET C3.0 EROSION CONTROL PLAN SHEET C4.0 GRADING PLAN SHEET C3.0 GRADING PLAN SHEET C3.0 LOCATION ELECTRIC EROSION CONTROL` NOTES SHEET C4.1 EROSION CONTROL NOTES SHEET C4.1 PLAN SHEET C4.0; DETAIL O6 SHEET C4.2 PLAN SHEET C4.0; NOTES SHEET C4.1 PLAN SHEET C4.0; NOTES SHEET C4.1 EROSION CONTROL NOTES SHEET C4.1 PLAN SHEET C4.0; NOTES SHEET C4.1 PLAN SHEET C4.0; NOTES SHEET C4.1 PLAN SHEET C4.0; NOTES SHEET C4.1 PLAN SHEET C4.0; NOTES SHEET C4.1 EROSION CONTROL NOTES SHEET C4.1 EROSION CONTROL NOTES SHEET C4.1 EROSION CONTROL NOTES SHEET C4.1 EROSION CONTROL NOTES SHEET C4.1 EROSION CONTROL NOTES SHEET C4.1 LOCATION ELECTRIC EROSION CONTROL NOTES SHEET C4.1 EROSION CONTROL NOTES SHEET C4.1 EROSION CONTROL NOTES SHEET C4.1 DETAIL SHEETS C4.2 AND C4.3 EROSION CONTROL NOTES SHEET C4.1 g E State PROJECT LOCATION VICINITY MAP NOT TO SCALE UTILITY CONTACTS n St oub(p000q ELECTRIC GAS CINERGY /PSI VECTREN 100 S. MILL CREEK ROAD 1630 NORTH MERIDIAN STREET NOBLESVILLE, IN. 46060 INDIANAPOLIS, IN. 46202 (317)- 776 -5316 (317)- 926 -3351 o SANITARY SEWER TELEPHONE CLAY TOWNSHIP SBC 5200' ROCKVILLE ROAD REGIONAL WASTE DISTRICT INDIANAPOLIS, IN. 46224 (317) 844 -9200 (317)- 265 -3460 CONTACT: CANDY FELTNER STREETS STORM SEWER CARMEL STREET DEPARTMENT CITY ENGINEERS OFFICE 3400 W. 131st STREET CARMEL CITY HALL WESTFIELD, IN. 46074 FIRST FLOOR (317)- 595 -3120 ONE CIVIC SQUARE (317)- 571 -2441 WATER UTILITY HOTLINE: VEOLIA WATER 1220 WATERWAY BLVD. WITHIN INDIANA 1- 800 - 382 -5544 INDIANAPOLIS, IN. 46206 OUTSIDE INDIANA 1- 800 - 428 -5200 (317)- 639 -1501 NOTE: THE SIZE AND LOCATION OF UTILITIES ARE PER PLANS AND LOCATIONS PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHALL BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. U� oub(p000q NOTICE: As an instrument of service, this Drawing is the property of the Architect and may be used only far this Project. Modificotions to this Drawing may be mode on?y by the Architect u- .• y 60 O �. 0'W Q + rn ¢.z.. � � W o U p cn IL 'C)- Z oL W Cn Cz z U� .� to � o o 0 0 0 O � NO O O o >c dS z _j o � oC: QN W tun)� m i �U Cl) w � Q U a- O F- o V) w •�° Q W o U 0 0 a) ° o 0 0 0 D C O i■� p O a � o : o C U 6q� w � �d � 'o � O: ■� U O a ME ■■■■ � O C CA `LI O e0 CEM Z L �.= O O U = m a) a) o � � - ,0 0 a au Project No.: SITE TITLE SHEET C060 NOTICE: As an instrument of service, this Drawing is the property of the Architect and may be used only far this Project. Modificotions to this Drawing may be mode on?y by the Architect 1 1 -4 " ROLL CURB w. -o 0 -o CD 2E r_. 7 co (PLANTER) TEMPORARY JOB TRAILER! %(PLANT HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. LEGAL DESCRIPTION: 40' 0 20' 40' { IN FEET ) 1 inch = 40 ft. (ASSUMED NORTH) Being a part of the Southwest Quarter of Section 6, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana more particularly described as follows: Commencing at the northeast corner of the Southwest Quarter of Section 6, Township 17 North, Range 3 East; thence South 89 degrees 56 minutes 26 seconds West 1,377.69 feet along the north line of said Southwest Quarter to the northwest corner of Block "C of the Plat of Townes at Weston Pointe Section 1 recorded in instrument number 200400067374, Plat Cabinet 3, Slide 489 in the Office of the Recorder of Hamilton County, Indiana, said point being the Point of Beginning; thence South 15 degrees 04 minutes 16 seconds East 544.31 feet along the westerly line of said Block "C" to the northern right -of -way line of Weston Pointe Drive (variable right -of -way width); thence along said right -of -way line the following six courses; 1) thence North 72 degrees 06 minutes 32 seconds West 106.87 feet to the point of curvature of a curve concaved to the left having a radius of 230.00 feet; 2) thence northwesterly and southwesterly 124.97 feet along the arc of said curve with a chord bearing of North 87 degrees 40 minutes 31 seconds West and a chord length of 123.44 feet; 3) thence South 76 degrees 45 minutes 30 seconds West 289.07 feet to the point of curvature of a curve concaved to the left having a radius of 185.00 feet; 4) thence southwesterly 21.78 feet along the arc of said curve with a chord bearing of South 73 degrees 23 minutes 08 seconds West and a chord length of 21.77 feet; 5) thence South 70 degrees 00 minutes 45 seconds West 55.36 feet to the Point of Beginning; 6) continuing South 70 degrees 00 minutes 45 seconds West 176.15 feet; 7) North 62 degrees 32 minutes 23 seconds West 57.89 feet to the eastern right -of -way line of Michigan Road (U.S. 421); thence along said right -of -way line, North 15 degrees 04 minutes 16 seconds West 201.44 feet; thence North 74 degrees 55 minutes 49 seconds East 218.16 feet; thence parallel with said Michigan Road right -of -way, South 15 degrees 04 minutes 16 seconds East 225.47 feet to the Point of Beginning, containing 50,324 square feet or 1.155 acres, more or less. P L4 c Re $ \ 9, n *X0 0 Un, yv 0 0 s C \ �Ot cD SA '( F�c�EMD • � • — ...— ....,,,, , ; (PLANTER) . � ,�� � , %' MY CiNERS , , ' -' RCw \ Ep DR�N � Di RCN • • , . • ' '1 • .... \ , , \ g , , , �X`5�1N0 REOOtA� SNE� 0 �S��NO i w �0 SEE C* 5 014 10 R ZC Ep —tale r " 1 stew 1 ` CONCRE ti 1 � [;�ONCRETE e DESCRIPTION: DESCRIPTION: EXISTING ASPHALT � s lii? TEMPORARY BENCH MARK Q SECTION CORNER INLET POWER POLE MANHOLE GUY WIRE 0 ELECTRIC METER BOX ® MAIL BOX g SIGN UNDERGROUND ELECTRIC TELEPHONE CROSS BOX TR TRAFFIC MANHOLE ■ DESCRIPTION: DESCRIPTION: EXISTING ASPHALT C EXISTING GRAVEL lii? TEMPORARY BENCH MARK Q SECTION CORNER INLET POWER POLE MANHOLE GUY WIRE 0 ELECTRIC METER BOX ® MAIL BOX g SIGN UNDERGROUND ELECTRIC TELEPHONE CROSS BOX TR TRAFFIC MANHOLE ■ HEAD POST i PROPOSED SITE LEGEND: DESCRIPTION: DESCRIPTION: LIGHT DUTY PAVEMENT WATER VALVE HEAVY DUTY PAVEMENT FIRE HYDRANT CONCRETE PAVEMENT SANITARY MANHOLE IlllUll INLET MH MANHOLE HANDICAP SYMBOL GAS VALVE HANDICAP RAMP DECIDUOUS TREE -ohel- - OVERHEAD ELECTRIC LINE --- elec - - -- UNDERGROUND ELECTRIC - -- tee - - -- UNDERGROUND TELEPHONE - -- wtr - - -- WATER LINE - -- gas - - -- GAS LINE i PROPOSED SITE LEGEND: DESCRIPTION: LIGHT DUTY PAVEMENT HEAVY DUTY PAVEMENT V v v CONCRETE PAVEMENT Q 2' CONCRETE CURB AND GUTTER Q CONCRETE CURB AND WALK Q HANDICAP SYMBOL Q HANDICAP RAMP a HANDICAP SIGN SCREEN WALL. SEE ARCHITECTURE PLANS. © DIRECTIONAL ARROW. PAINT SOLID WHITE. Q DIRECTIONAL LINE. PAINT SOLID WHITE. OI 6" STRAIGHT CONCRETE CURB Q CONCRETE PAVEMENT. SEE ARCHITECT PLANS. Q STOP SIGN Q CONCRETE SIDEWALK QM HEAVY DUTY PAVEMENT Q LIGHT DUTY PAVEMENT DETAIL # /SH. # DETAIL 04/C7.0 DETAIL 05/C7.0 0 U •�• m �' �• ._ ry /••' PARKING SUMMARY. ..........._...._.... ...._......._..._... ...— ...— ... —..._ .._._....,...,......._... —... � PROPOSED BUILDING AREA .................................... 4,190SF ry •- • yam.....^-. .. �• PROPOSED STANDARD PARKING ........................28 SPACES o PROPOSED HANDICAP PARKING ...........................2 SPACES O TOTAL PROPOSED PARKING ....... .......................30SPACES N Onn _ E UTILITY STATEMENT: The underground utilities shown have been located from field survey information and existing drawings. The surveyor makes no guarantees Project NO.: that the underground utilities comprise all such utilities in the area, either in- service or abandoned. The surveyor further does not SITE PLAN warrant that the underground utilities shown are in the exact location indicated although the surveyor does certify that they are located as accurately as possible from information available. The surveyor has not physically located the underground utilities. C2*0 NOTICE: As an instrument of service, this Drawing is the property of the Architect and may be used only for this Project. Modifications to this Drawing may be made only by the Architect. t �1 " ROLL - CURB IPW IW 11 (PLANTER) EXISTING LEGEND: EXISTING ASPHALT TEMPORARY y JOB TRAILERr. TEMPORARY BENCH MARK ............................ ,\ SECTION CORNER � P POWER POLE � G GUY WIRE ❑D E ELECTRIC METER BOX � M MAIL BOX g S SIGN © TELEPHONE CROSS BOX TR T TRAFFIC MANHOLE • H HEAD POST Q CONCRETE PAVEMENT. SEE ARCHITECT PLANS. STOP SIGN Q CONCRETE SIDEWALK Q `�v 1' Q ' 1 \ 1 1 1 1 \ 1 • 1 \ 1 \ 1 1 s $ o 1 � \ 1 \ g SI � 1 1 4 \ 1 1 1 1 a 8 1 1 S 6a ���tiin9tO s F • � �:► 3,D00 s <• 2 SPacg 2 .I `Nett - 16 PIG' oy 25 � �•` F F E' 1 t 1 1 CONCRE 4 �a� ONCRETE 1 1 \ 1 1 1 V =\ \\\ PLANT ). / G SIpEW A� S "�' o c P 0 w — 24" ROLL CURB 1 O E N' E , , Z INE XR �SOtW 0> �X�S Rod � (PLANTER)... ,31 N1S D C1 G � NL O � N C 5lE X\S 1EMS10VNPK PoA HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. LEGAL DESCRIPTION: 40' 0 20' 40' EJ ED ( IN FEET ) 1 inch = 40 ft. (ASSUMED NORTH) Being a part of the Southwest Quarter of Section 6, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana more particularly described as follows: Commencing at the northeast corner of the Southwest Quarter of Section 6, Township 17 North, Range 3 East; thence South 89 degrees 56 minutes 26 seconds West 1,377.69 feet along the north line of said Southwest Quarter to the northwest corner of Block "C" of the Plat of Townes at Weston Pointe Section 1 recorded in instrument number 200400067374, Plat Cabinet 3, Slide 489 in the Office of the Recorder of Hamilton County, Indiana, said point being the Point of Beginning; thence South 15 degrees 04 minutes 16 seconds East 544.31 feet along the westerly line of said Block "C" to the northern right -of -way line of Weston Pointe Drive (variable right -of -way width); thence along said right -of -way line the following six courses; 1) thence North 72 degrees 06 minutes 32 seconds West 106.87 feet to the point of curvature of a curve concaved to the left having a radius of 230.00 feet; 2) thence northwesterly and southwesterly 124.97 feet along the arc of said curve with a chord bearing of North 87 degrees 40 minutes 31 seconds West and a chord length of 123.44 feet; 3) thence South 76 degrees 45 minutes 30 seconds West 289.07 feet to the point of curvature of a curve concaved to the left having a radius of 185.00 feet; 4) thence southwesterly 21.78 feet along the arc of said curve with a chord bearing of South 73 degrees 23 minutes 08 seconds West and a chord length of 21.77 feet; 5) thence South 70 degrees 00 minutes 45 seconds West 55.36 feet to the Point of Beginning; 6) continuing South 70 degrees 00 minutes 45 seconds West 176.15 feet; 7) North 62 degrees 32 minutes 23 seconds West 57.89 feet to the eastern right -of -way line of Michigan Road (U.S. 421); thence along said right -of -way line, North 15 degrees 04 minutes 16 seconds West 201.44 feet; thence North 74 degrees 55 minutes 49 seconds East 218.16 feet; thence parallel with said Michigan Road right -of -way, South 15 degrees 04 minutes 16 seconds East 225.47 feet to the Point of Beginning, containing 50,324 square feet or 1.155 acres, more or less. DESCRIPTION: EXISTING LEGEND: EXISTING ASPHALT , EXISTING GRAVEL Q T TEMPORARY BENCH MARK Q S SECTION CORNER � P POWER POLE � G GUY WIRE ❑D E ELECTRIC METER BOX � M MAIL BOX g S SIGN © TELEPHONE CROSS BOX TR T TRAFFIC MANHOLE • H HEAD POST Q CONCRETE PAVEMENT. SEE ARCHITECT PLANS. STOP SIGN Q CONCRETE SIDEWALK Q HEAVY DUTY PAVEMENT Q LIGHT DUTY PAVEMENT DESCRIPTION: EXISTING ASPHALT , EXISTING GRAVEL Q T TEMPORARY BENCH MARK Q S SECTION CORNER � P POWER POLE � G GUY WIRE ❑D E ELECTRIC METER BOX � M MAIL BOX g S SIGN © TELEPHONE CROSS BOX TR T TRAFFIC MANHOLE • H HEAD POST DESCRIPTION: WATER VALVE FIRE HYDRANT SANITARY MANHOLE INLET �+H MANHOLE GAS VALVE DECIDUOUS TREE —ond— — OVERHEAD ELECTRIC LINE - -- exec - - -- UNDERGROUND ELECTRIC - -- tee - - -- UNDERGROUND TELEPHONE --- wtr - - -- WATER LINE --- yas - - -- GAS LINE DESCRIPTION: WATER VALVE FIRE HYDRANT SANITARY MANHOLE Illlull INLET �H MANHOLE GAS VALVE DECIDUOUS TREE —ohel— - — OVERHEAD ELECTRIC LINE --- elec - - -- UNDERGROUND ELECTRIC --- tele - - -- UNDERGROUND TELEPHONE - - -wtr - - -- WATER LINE --- gos - - -- GAS LINE SITE LEGEND: DESCRIPTION: LIGHT DUTY PAVEMENT , HEAVY DUTY PAVEMENT V v v � CONCRETE PAVEMENT Q 2' CONCRETE CURB AND GUTTER Q CONCRETE CURB AND WALK © HANDICAP SYMBOL O HANDICAP RAMP OE HANDICAP SIGN OO SCREEN WALL. SEE ARCHITECTURE PLANS. © DIRECTIONAL ARROW. PAINT SOLID WHITE. OH DIRECTIONAL LINE. PAINT SOLID WHITE. (D 6" STRAIGHT CONCRETE CURB Q SITE LEGEND: DESCRIPTION: LIGHT DUTY PAVEMENT , HEAVY DUTY PAVEMENT V v v � CONCRETE PAVEMENT Q 2' CONCRETE CURB AND GUTTER Q CONCRETE CURB AND WALK © HANDICAP SYMBOL O HANDICAP RAMP OE HANDICAP SIGN OO SCREEN WALL. SEE ARCHITECTURE PLANS. © DIRECTIONAL ARROW. PAINT SOLID WHITE. OH DIRECTIONAL LINE. PAINT SOLID WHITE. (D 6" STRAIGHT CONCRETE CURB Q CONCRETE PAVEMENT. SEE ARCHITECT PLANS. STOP SIGN Q CONCRETE SIDEWALK Q HEAVY DUTY PAVEMENT Q LIGHT DUTY PAVEMENT DETAIL # /SH• # DETAIL 04/C7.0 DETAIL 05/C7.0 DETAIL 02/C7.0 DETAIL 03/C7.0 DETAIL 1O/C7.0 DETAIL 08/C7.0 DETAIL 13/C7.0 DETAIL 01/C7.0 DETAIL 09/C7.0 DETAIL 07/C7.0 DETAIL 05/C7.0 DETAIL 04/C7.0 i + • to Q ") _ O .r • � o• w O • p �`. O N .Q N (n N > O °6 J 0 Z V) O Q NQ � �� �Qcn • _ p � Q � �oU U N N 0 0 II 0 to O� p O a ® U M '� o O � � w .O w 00 .o w o: O Q a- tL N Z U I CIO W D O O O n� W Project No.: SITE PLAN C2.0 � nuilct: as an instrument or service, this Drawing is the property of the Architect and may be used only for this Project. Modifications to this Growing may be made only by the Architect. � nuilct: as an instrument or service, this Drawing is the property of the Architect and may be used only for this Project. Modifications to this Growing may be made only by the Architect. A G .N ............... cl� Thk I"--11 lal--- \ 1 1 +�M 1 1 1 ti 30 9 t 1 4 S CD ra � tale s- 0 (P CD N �N 41 6(3 ?av'10' �Aek) p, gp5 50 N CO. , n K EXISTING ASPHALT WATER VALVE EXISTING GRAVEL FIRE HYDRANT , Q SECTION CORNER ' POWER POLE i GUY WiRE C7 ELECTRIC METER BOX , MAIL BOX OVERHEAD ELECTRIC LINE SIGN UNDERGROUND ELECTRIC TELEPHONE CROSS BOX TR TRAFFIC MANHOLE ■ HEAD POST GAS LINE FLAG POLE ON CONCRETE WHEEL STOP , , , , 1 , , , , 1 , , , , _- •tD 0i 811 L �6• X w 0 4 O- -°v co c!► c� 0 1 1 1 \ \ 1 \ 1 1 1 1 1 l nF F N1 8Y OTHERS. r 2 IS -31_.d 1 1 1 _.r_ / tLte� iow- 000, tat °� —tale— rlefe — ..- � '- lets -' tete tale 1 1 HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -5544 CALL. TOLL FREE PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. LEGAL DESCRIPTION: 20' 0 10' 20' E3 EJ lz:� ( IN FEET ) 1 inch = 20 ft. (ASSUMED NORTH) Being a part of the Southwest Quarter of Section 6, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana more particularly described as follows: Commencing at the northeast corner of the Southwest Quarter of Section 6, Township 17 North, Range 3 East; thence South 89 degrees 56 minutes 26 seconds West 1,377.69 feet along the north line of said Southwest Quarter to the northwest comer of Block "C" of the Plat of Townes at Weston Pointe Section 1 recorded in instrument number 200400067374, Plat Cabinet 3, Slide 489 in the Office of the Recorder of Hamilton County, Indiana, said point being the Point of Beginning; thence South 15 degrees 04 minutes 16 seconds East 544.31 feet along the westerly line of said Block "C" to the northern right -of -way line of Weston Pointe Drive (variable right -of -way width); thence along said right -of -way line the following six courses; 1) thence North 72 degrees 06 minutes 32 seconds West 106.87 feet to the point of curvature of a curve concaved to the left having a radius of 230.00 feet; 2) thence northwesterly and southwesterly 124.97 feet along the arc of said curve with a chord bearing of North 87 degrees 40 minutes 31 seconds West and a chord length of 123.44 feet; 3) thence South 76 degrees 45 minutes 30 seconds West 289.07 feet to the point of curvature of a curve concaved to the left having a radius of 185.00 feet; 4) thence southwesterly 21.78 feet along the arc of said curve with a chord bearing of South 73 degrees 23 minutes 08 seconds West and a chord length of 21.77 feet; 5) thence South 70 degrees 00 minutes 45 seconds West 55.36 feet to the Point of Beginning; 6) continuing South 70 degrees 00 minutes 45 seconds West 176.15 feet; 7) North 62 degrees 32 minutes 23 seconds West 57.89 feet to the eastern right -of -way line of Michigan Road (U.S. 421); thence along said right -of -way line, North 15 degrees 04 minutes 16 seconds West 201.44 feet; thence North 74 degrees 55 minutes 49 seconds East 218.16 feet; thence parallel with said Michigan Road right -of -way, South 15 degrees 04 minutes 16 seconds East 225.47 feet to the Point of Beginning, containing 50,324 square feet or 1.155 acres, more or less. DESCRIPTION: n K EXISTING ASPHALT WATER VALVE EXISTING GRAVEL FIRE HYDRANT TEMPORARY BENCH MARK Q SECTION CORNER ' POWER POLE i GUY WiRE C7 ELECTRIC METER BOX DECIDUOUS TREE MAIL BOX OVERHEAD ELECTRIC LINE SIGN UNDERGROUND ELECTRIC TELEPHONE CROSS BOX TR TRAFFIC MANHOLE ■ HEAD POST PROPOSED SITE LEGEND: DESCRIPTION: DESCRIPTION: LIGHT DUTY PAVEMENT WATER VALVE HEAVY DUTY PAVEMENT FIRE HYDRANT CONCRETE PAVEMENT SANITARY MANHOLE IIIIIIII INLET MH MANHOLE HANDICAP RAMP GAS VALVE HANDICAP SIGN DECIDUOUS TREE —ohel— — OVERHEAD ELECTRIC LINE --- elec - - -- UNDERGROUND ELECTRIC --- te►e ---- UNDERGROUND TELEPHONE - -- wtr - - -- WATER LINE - -- gas - - -- GAS LINE PROPOSED SITE LEGEND: DESCRIPTION: ® LIGHT DUTY PAVEMENT HEAVY DUTY PAVEMENT V V'7 V '7 � CONCRETE PAVEMENT Q CONCRETE CURB AND WALK Q HANDICAP SYMBOL Q HANDICAP RAMP © HANDICAP SIGN SCREEN WALL. SEE ARCHITECTURE PLANS. 0 DIRECTIONAL ARROW. PAINT SOLID WHITE. DIRECTIONAL LINE. PAINT SOLID WHITE. OO 6" STRAIGHT CONCRETE CURB © STOP SIGN OO FLAG POLE ON CONCRETE WHEEL STOP DETAIL # /SH. # DETAIL 04/C7.0 DETAIL 05/C7.0 DETAIL 07/C7.0 DETAIL 03/C7.0 DETAIL 10 /C7.0 DETAIL 08 /C7.0 DETAIL 13/C7.0 DETAIL 01/C7.0 DETAIL 09/C7.0 NOTICE: As an instrument of service, this Drawing is the property of the Architect and may be used only for this Project. Modifications to this Drawing may be made only by the Architect. s e: LO X ` 0`1'. X CP r'lr 41 \ " H 5 V 0 N y \ \ •� O , i y ' �J?) Q) \ , 1 J G • • r�, d'` �, -0,00 yy 1 i ' .,� ' ♦ 10 ���` / C, I X X .HERS 901.68 yy \\ ,t0 i g 0•� 4 / / 1N` I g04.OV.02 , tNV • \ S v • N � 00.02 S ,9 •02 y 800 �` `y •tij'` X y 901.68 \\ \ \� , �� � \ y ` Opp - \ •1\ X O \ y C0 y. Off` _ • /-'' BC 805 • `\ \ o� !� XOO X� pO� ' \ 00 I', "�• -� i ` \\ ri X � t ` ' •� ".� \\ 905.85 � i _- \`\ ,y •yy X�O �� ,'y _•�' "�•'' \\ 904.80 0'00 ' LF 12" RCp •� %r .21 e 904.30 �1 PA�EMEN� \ r44 HERS �• ' goo Mp o,\A gY4� •�'' i S C 803 71 �\ BY OZHE Xg �\\ ,y ►�\ ��` ''••/" i M r g0801.07 \` �\ / �NERS Xo' �\ ' ,1� ••� "•�C �0 \y y .�1 / \ \ •� -. ��' '\ 99. o -------------- - - - - -- 1 / Oti \� C 904.55 `, .40 / �N�• O \ 6 r\ , 4. \ 804.25 p�j Oo / X RDRp,1N ` BC p 90 \ 803,75 , X 3 / UtA E �C go44. 41 \ \ , 9 5.60 ♦ - - / ,1 \ ' 4.5 20 90 SC 10 11 O�o y1 •,1 \\ \ XO ` \ 804.1 6 a 0,`Z5�' OOrL gC 804A3 804 �p,CP` BC 1 gC 9 - -y O : �ti O ,� y1 C 803.6 k I Off ' / - ------ - - - - -- - - - - -- - - -- \X \ r / �' 11� ' f Od \ 4'g1 t / yy � O / gC 9°4'41 ZC 5p4 61 4l Or / C h \ \� .y' \� rr! y� \ XO -'� � � 905 • � � ' 6 .25 x 05 00 -1c 904.85 ec 9 ` \ \ \ ° C 9 0 BC 67 5 904' , A�` X < y X°� 904.64 \ �'? ° ° / O� 00 X \ `!C 904•00 .50 y` X �C 904.14 � 00 a � � . 905,17 � � - - - - - - - - - - - - - X03 ,50 I 2 6C _ _ _ , \ O X ° ; _ �- a ` �C 904.6? ,�`L �,. - - - - - - �\ d R� ` O, X _ 0 any- 25 - - , � � \ � � \y 1N� • . 9- X - � o X 1 � 1 D< ai _N' �AA c a . �� b'� - - - 1�� ° A. �5 / � CAD ► X C g0 5 Q� 5,36 Q)* r O y 8C 904.2 ° Q� 3 e0 eS - , 904.86 Ci 1 C `` 05-UV O 22 Spa`' ((w, _ e cN c0Rg k -- _ 1 C 904'5 C. \N��'� + MAC p- ,iHERS• O �1 `D X y, � - ,\\ / 8 P XZ�J C 805.25 0 1 SY` '��_ - - - - -- y O \ I 05 C 04.8 P4.9 g 9 9 1 05• 804.40 •,y C 905.05 `l, O OTN S X 8C 9 �,A 05,25 �- 904'24 48 O _ 5 o4�5 �S , X �`-- - - - -__ _ FOR I - $99.48 - -- C 9042 __�NV• 899' o� -- °y r - __ \ y 9 X J i 04.30 X X 6C 9b-3.43,t 04.65 9 43A 1 - ` , _ _ - f - _ cOO, r JC 9 04.15 '1C 4.21 , ,- _, - r = o�O O�0 12 RCS �y OHO 80 9 �• BC � � _, � r ''' -' � Vf BC �E' 900.4 4.35 00� 20 `CPL 1 X�' -' O� , ! a ,. � 9 5 X / -�p� �� O - O XIST. CU[ 9 3' , ! \\ / 9031 , BC 904.56 X% '' '- ---------- TC \ o y •�c a / TC 905.06 ERpRp.1N , 903.41 ti g0 \ 20 CPL ^'\ 1 RIM . 0 / \ �0� // BC, 9D51 OHO t`' EXIST. C 0• 1 1 ' � � �0 QQ3 9 °� " v. gQ X , -' 'r IN\ LF 15 CP ® O. Z5 1N , 8C yr�W�R - '' �`' - 65 ARE - ,\ \ o) X I \ I y ti y 804 • � 0 i , - + i °6 _ O� °� °� o, 1_�5 - �� a \ I y y 04,16 \ X 1 8 r , °',� '� ,, , ' � �� O g 03,66 \� r /' �� �. '\ \\ I ` `\ ,�� ' 1 4.24 �\ ,� • I , \ � - ^� . E0•�tON �" °°�' � °� "- } O�o,O Ix , 1iC 90 14 p o, / ►' OENp S O O`ti o� gC 903' `� 12„ RCP X°� 41 , , , ,v • /'' 6•- prl.�t, F i < / 900.6 `y 84 o�NERS �'� , , ,' = _ _ ®py -� �� O„ , - � B,f_ t / O O y p° cad 899.90 O �' gab, -'.'r i G 30" RCp /OOh'X OOp`O�x 00 ' r 900.16 ; i 905, N O zt_ O - � � O O}O O o� r // °� / �0�0 'iEp ! X <O p• �0)�� ,' , - 30 0 SEMEN ��, O� C� Q, X X ! O �� pR X OO ! - b' O - Off' ^� Op O / °� - -, - r � o� o� O \\ q \ moo' p \\ .>( _ .. .... - ...... x 9 } �= J / 00 °� J' �y CP p ti Opp. C B II T TO i � � �}0 . - - - OO / OrL' \� 0,O "� ; p `' p"b �O o; `1'898.1,' / / X `11_0 r X o� 000 \ \\°'0 HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW' CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW ICS -1 -26. iT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 20' 0 10' 20' ( IN FEET ) 1 inch = 20 ft. (ASSUMED NORTH) GRADING NOTES 1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 3. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND /OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. 4. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS (LOCATION, SIZE AND DEPTH) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. 5. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH ENGINEERED GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. 6. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE NECESSITY FOR SUBDRAINS AND/OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION. 7. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS, AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD BATH" CONDITIONS. 8. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. 9. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. 10. FLOW LINE ELEVATIONS ARE GIVEN AT END OF CONCRETE END SECTIONS. 11. TOR = TOP OF RIM AND REFLECTS PAVEMENT GRADE. PROPOSED GRADING LEGEND: [EXISTING LEGEND: DESCRIPTION: DESCRIPTION: DESCRIPTION: soo. PROPOSED SPOT ITC 800.54 Bc soo. PROPOSED CURB ELEVATION -800 PROPOSED CONTOUR goo EXISTING CONTOUR - - - - -- PROPOSED GRADE BREAK INLET PROPOSED FLOWLINE • • • UNDERGROUND TELEPHONE PROPOSED STORM SEWER HEAD POST GAS LINE [EXISTING LEGEND: DESCRIPTION: DESCRIPTION: DESCRIPTION: - - PROPOSED UNDERDRAIN TEMPORARY BENCH MARK PROPOSED BEEHIVE INLET INLET PROPOSED CURB INLET GUY WIRE PROPOSED MANHOLE DECIDUOUS TREE PROPOSED INLET D CONCRETE END SECTION [EXISTING LEGEND: DESCRIPTION: DESCRIPTION: EXISTING ASPHALT oo��oo o EXISTING GRAVEL FIRE HYDRANT TEMPORARY BENCH MARK Q SECTION CORNER INLET POWER POLE MANHOLE GUY WIRE 10 ELECTRIC METER BOX DECIDUOUS TREE MAIL BOX g SIGN UNDERGROUND ELECTRIC TELEPHONE CROSS BOX UNDERGROUND TELEPHONE TRAFFIC MANHOLE WATER LINE HEAD POST ABBREVIATIONS EP = EDGE OF PVMT. TC = TOP OF CURB BC = BOTTOM OF CURB TOR = TOP OF RIM (PAVEMENT ELEVATION) INV = STORM INVERT FL = FLOWLINE ME = MATCH EXISTING DETAIL # /SH. # DETAIL 14/C7.0 DETAIL 11 /C7.0 I`- J UTILITY STATEMENT: The underground utilities shown have been located from field survey information and existing drawings. The surveyor makes no guarantees that the underground utilities comprise all such utilities in the area, either in- service or abandoned. The surveyor further does not warrant that the underground utilities shown are in the exact location indicated although the surveyor does certify that they are located as accurately as possible from information available. The surveyor has not physically located the underground utilities. q.r v • v 0' NOTICE. As an instrument of service, this Drawing is the property of the Architect and may be used only for this Project. Modifications to this Drawing may be made only by the Architect. DESCRIPTION: w WATER VALVE ' FIRE HYDRANT �s SANITARY MANHOLE Ilillllll INLET MANHOLE GAS VALVE DECIDUOUS TREE ohel OVERHEAD ELECTRIC LINE elec UNDERGROUND ELECTRIC tele UNDERGROUND TELEPHONE wtr WATER LINE gas GAS LINE UTILITY STATEMENT: The underground utilities shown have been located from field survey information and existing drawings. The surveyor makes no guarantees that the underground utilities comprise all such utilities in the area, either in- service or abandoned. The surveyor further does not warrant that the underground utilities shown are in the exact location indicated although the surveyor does certify that they are located as accurately as possible from information available. The surveyor has not physically located the underground utilities. q.r v • v 0' NOTICE. As an instrument of service, this Drawing is the property of the Architect and may be used only for this Project. Modifications to this Drawing may be made only by the Architect. 240 ERs I ark poly I ('� , r �J lb \ 1 t - 11, O� X i 1 i F •� t �. 1 \,x tx C§P x� X It \ \X Is `'ti \\� s r'• I`\ X5.04 Y OBE S \ �� \ •� `� �N`SO . 9 + 0.A 4 / d 11904,715 02 0 tx1 1N ,9 ,02 - , \ Nv, s g00 0 INN . 1 C \ �L O CP 4-1 o tx off` 00 X \ x°' \ ` '�, ,�� `, , �• �S \� vEL CONS C LF"i CN pAMENZ ` 00 T X. X. 1 Q ,, a .O E O D nQ 11 t, i Oti t\ \ \\ fit, �\ � '� d � � 1 Gil' PREP V G lJZ 0 CO oz 11 1 ,\ 11 , ty X X Off'' .. , \ 0 `L r G ° 4_ O `I o° O Q� X a o x 3 IU0 11 ,�� ,1 ,, 11 ,� % X00 ; - �° S d►Ge� �b� B CP ► �t ;' ° 0 R V \\ � t `� ► � , � .` .. - �� gY OWN �R 11 \ 1 904.2 O X •_______ FOR .- 89 tX . N 99'48 O . ...... — Nv —� ' 8 x0 ty O'` • 240 �F p- �NER\S ` .'\ Q'` • . �• _ - _ _ _ _ -' � _.... -` �\ A o` 1' i �0 r Q \ 1\ /. I, �j0 ` X 11 p I 00 , �` ,, �. X \ \ X0 _ C O 00 1. \ ` . �► \ . / 0 max - 1� I \o R,P pSNERS �'� �� 902 C� o �\` t \ /�' ERS /� %�, / „RCP Off. (01'D X � / ( c , � EX15.�1N 3 �� � °� X O (D I t • — I / � � , _ .- i Aso // �� � � � Q�� .ski' � ,a�:', ,- -',�o �O ° QOM Qp• �OGj� t , � 40\0O..�� . " a "� 30 ° 0 \\ tl I O \•` t ''X � - � � Q�� .6 '' pRP� O � - �ODK� 0000 p t� o°P O o - - O \\ a i \; X�__::..........X' �J i t. / Q .0 � \ \ \� 1 / _ _ - - - - - c° 00`` O� 20' 0 10' 20' ( IN FEET ) 1 inch = 20 ft. (ASSUMED NORTH) DESCRIPTION: DESCRIPTION: GRAVEL CONST. ENTRANCE 00 �,000a o EROSION CONTROL MAT DB DANDY BAG INLET PROTECTION ZRIMZZ DITCH EROSION CONTROL -/-SF-/- SILT FENCE MANHOLE PROPOSED SEEDING O ELECTRIC METER BOX ® MAIL BOX OVERHEAD ELECTRIC LINE SIGN UNDERGROUND ELECTRIC TELEPHONE CROSS BOX Q TRAFFIC MANHOLE EXISTING LEGEND: DESCRIPTION: DESCRIPTION: EXISTING ASPHALT 00 �,000a o EXISTING GRAVEL $ TEMPORARY BENCH MARK Q SECTION CORNER INLET POWER POLE MANHOLE GUY WIRE O ELECTRIC METER BOX ® MAIL BOX OVERHEAD ELECTRIC LINE SIGN UNDERGROUND ELECTRIC TELEPHONE CROSS BOX Q TRAFFIC MANHOLE ■ HEAD POST DETAIL # /SH. # DETAIL 03/C4.2 DETAIL 02/C4.2 DETAIL 04/C4.2 DETAIL 05/C4.2 DETAIL 01 /C4.2 DETAIL 06/C4.2 HOLEY MOLEY SAYS "DIG SAFELY" i OG`` ' QrL `L \ \ 00 �o - -�--- ► , �-' a) -' 898. , _ i ; - � `� °�O / �' �� -- - -- _ _ y - QC�' C` 00 � "IT'S THE LAW" �/ • — CALL 2 WORKING DAYS BEFORE YOU DIG ®a Q `, _ _ _ - - - - - - -'/ \`, , -'' 1- 800 - 382 -5544 X ,, , , `` Q'� D< off. wj ,��, - - - - \ /' ��. CALL TOLL FREE O t , �Qj 0 J �\ o� 0 �. �• , �0 \ / /, PER INDIANA STATE LAW IC8 -1 -26. w O l 1 �� �j 0 O O \ , , O� IT IS AGAINST THE LAW TO EXCAVATE ®® oj0 �` Q�`''�' t \� 0 ,� Off• \ / �' �� �� / WITHOUT NOTIFYING THE UNDERGROUND o �� � LOCATION SERVICE TWO (2) WORKING .�.._ DAYS BEFORE COMMENCING WORK. to o, 0 - - _ _ - ' Q t AN`D- l O�°'O 00 4__ = =�� —i ► 0 ` INV = '`'CUR NLET 0 UTILITY STATEMENT. \ o = _ --0- -- — = = -" ` r \\ \, `\ ' \ \� \ The underground utilities shown have been located from field survey `\1 ', % x°�TOR 9 0.81 \� �� 0� 00 J� J,-��= -- \ ~'' 00 ce`b , INV(S) = 8 ,7.81 Qom"- Q _ _ - — -- -- \ \\ \\ information and existing drawings. The surveyor makes no guarantees \ \ , 'I -' that the underground utilities comprise all such utilities in the area, Project No.: g0 ; OQ� I�JV(NW) = 89 81 ; - = - =� =0 - _ _ Cq) �0� - either in- service or abandoned. The surveyor further does not \ X ;INV(E) - 89 / 81 ___ -- �, _ \ I X 0 � - _ warrant that the underground utilities shown are In the exact location Erosion Control \ \ l -_ Oo -___00 -------- _ - - - \\ i X �G -___ indicated although the surveyor does certify that they are located as accurately as possible from information available. The surveyor has Plan `0)_ _ not physically located the underground utilities. tX C4*0 O _ _ NOTICE: As an Instrument of service, this Drawing Is the property of the Architect and may be used only for this Project. Modifications to this Drawing may be made only by the Architect. DESCRIPTION: WATER VALVE FIRE HYDRANT SANITARY MANHOLE IIIIIIIII INLET R MANHOLE GAS VALVE DECIDUOUS TREE ohel OVERHEAD ELECTRIC LINE elec UNDERGROUND ELECTRIC tele UNDERGROUND TELEPHONE Wtr WATER LINE gas GAS LINE HOLEY MOLEY SAYS "DIG SAFELY" i OG`` ' QrL `L \ \ 00 �o - -�--- ► , �-' a) -' 898. , _ i ; - � `� °�O / �' �� -- - -- _ _ y - QC�' C` 00 � "IT'S THE LAW" �/ • — CALL 2 WORKING DAYS BEFORE YOU DIG ®a Q `, _ _ _ - - - - - - -'/ \`, , -'' 1- 800 - 382 -5544 X ,, , , `` Q'� D< off. wj ,��, - - - - \ /' ��. CALL TOLL FREE O t , �Qj 0 J �\ o� 0 �. �• , �0 \ / /, PER INDIANA STATE LAW IC8 -1 -26. w O l 1 �� �j 0 O O \ , , O� IT IS AGAINST THE LAW TO EXCAVATE ®® oj0 �` Q�`''�' t \� 0 ,� Off• \ / �' �� �� / WITHOUT NOTIFYING THE UNDERGROUND o �� � LOCATION SERVICE TWO (2) WORKING .�.._ DAYS BEFORE COMMENCING WORK. to o, 0 - - _ _ - ' Q t AN`D- l O�°'O 00 4__ = =�� —i ► 0 ` INV = '`'CUR NLET 0 UTILITY STATEMENT. \ o = _ --0- -- — = = -" ` r \\ \, `\ ' \ \� \ The underground utilities shown have been located from field survey `\1 ', % x°�TOR 9 0.81 \� �� 0� 00 J� J,-��= -- \ ~'' 00 ce`b , INV(S) = 8 ,7.81 Qom"- Q _ _ - — -- -- \ \\ \\ information and existing drawings. The surveyor makes no guarantees \ \ , 'I -' that the underground utilities comprise all such utilities in the area, Project No.: g0 ; OQ� I�JV(NW) = 89 81 ; - = - =� =0 - _ _ Cq) �0� - either in- service or abandoned. The surveyor further does not \ X ;INV(E) - 89 / 81 ___ -- �, _ \ I X 0 � - _ warrant that the underground utilities shown are In the exact location Erosion Control \ \ l -_ Oo -___00 -------- _ - - - \\ i X �G -___ indicated although the surveyor does certify that they are located as accurately as possible from information available. The surveyor has Plan `0)_ _ not physically located the underground utilities. tX C4*0 O _ _ NOTICE: As an Instrument of service, this Drawing Is the property of the Architect and may be used only for this Project. Modifications to this Drawing may be made only by the Architect. y ' ASSESSMENT OF CONSTRUCTION PLAN ELEMENTS (Section A Al INDEX SHOWING LOCATIONS OF REQUIRED PLAN ELEMENTS SEE EROSION CONTROL PLAN SHEET C4.0 A2 11 "X17" PLAT OF BUILDING LOT NUMBERS/BOUNDARIES AND ROADS INCLUDED WITH SUBMITTAL A3 NATURE AND PURPOSE OF PROJECT COMMERCIAL BANK A4 PROJECT SITE VICINITY MAP SEE EROSION CONTROL PLAN SHEET C4.0 A5 LEGAL DESCRIPTION OF PROJECT SITE LATTITUDE /LONGITUDE(WGS84 /NAD 83): 39.94745' N - 86.23906' W A6 LOTS AND PROPOSED SITE IMPROVEMENTS SEE SITE PLAN SHEET C2.0 A7 HYDROLOGIC UNIT CODE (14 DIGIT) HYDROLOGIC UNIT CODE: 05120201120080 A8 STATE OR FEDERAL WATER QUALITY PERMITS CONSTRUCTION IN A FLOODWAY (IDNR): N/A 401 WATER QUALITY CERTIFICATION (IDEM): N/A SECTION 404 PERMIT (USACOE): N/A A9 POINTS OF STORMWATER DISCHARGE FROM SITE STORM WATER WILL DRAIN TO EXISTING WESTON POINTE STORM SYSTEM AND DETENTION POND (SEE GRADING AND DRAINAGE SHEET C3.0) Al ADJACENT WETLANDS, LAKES AND WATER COURSES NONE KNOWN All RECEIVING WATERS LONG BRANCH Al2 POTENTIAL DISCHARGES TO GROUND WATER NONE KNOWN Al FLOODPLAINS, FLOODWAYS AND FLOODWAY FRINGES NOT LOCATED IN OR NEAR A FLOODPLAIN AREA Al PRE- CONSTRUCTION /POST- CONSTRUCTION PEAK DISCHARGE PEAK DISCHARGE (PRE - CONSTRUCTION) iN 10 -YEAR 2 -HOUR STORM: 3.949 CFS PEAK DISCHARGE (POST - CONSTRUCTION) IN 10 -YEAR 6 -HOUR STORM: 1.296 CFS A15 ADJACENT LAND USE NORTH - COMMERCIAL /UNDEVELOPED SOUTH - COMMERCIAL EAST - COMMERCIAL (CEMETERY) WEST - COMMERCIAL /RESIDENTIAL A16 CONSTRUCTION LIMITS SEE EROSION CONTROL PLAN SHEET C4.0 All EXISTING VEGETATIVE COVER THE SITE IS CURRENTLY COVERED WITH FIELD GRASS Alb SOILS MAP AND SOIL DESCRIPTIONS EXISTING SOIL TYPES & DESCRIPTION Br: Brookston Silty Clay Loam Soil Characteristics: nearly level, deep, poorly drained; Limitations: wetness, soil strength to be addressed through site drainage and soil compaction or amendments as needed. CIA: Crosby Silt Loam Soil Characteristics: nearly level, deep, somewhat poorly drained; Limitations: wetness, to be addressed through site drainage and soil compaction or amendments as needed. A19 PROPOSED STORMWATER SYSTEMS SEE GRADING PLAN SHEET C3.0 FOR MEASURES, LOCATIONS AND DETAILS A20 OFF -SITE CONSTRUCTION ACTIVITIES NO OFFSITE ACTIVITIES PROPOSED A21 PROPOSED SOIL STOCKPILES SEE EROSION CONTROL PLAN SHEET C4.0 FOR LOCATION(S) A22 SITE TOPOGRAPHY SEE GRADING PLAN SHEET C3.0 A23 FINAL SITE TOPOGRAPHY SEE GRADING PLAN SHEET C3.0 EROSION CONTROL PLAN - CONSTRUCTION COMPONENT (Section B 131 POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES THE MATERIALS AND SUBSTANCES LISTED BELOW ARE EXPECTED ON -SITE • PAINTS, THINNERS AND SOLVENTS ENSURE THAT CONTAINERS HAVE LIDS SO THAT THEY CAN BE COVERED BEFORE PERIODS OF RAIN, AND KEEP CONTAINERS IN DRY, COVERED AREA WHENEVER POSSIBLE. • BATTERIES STORE ONSITE IN DRY COVERED AREA AND DISPOSE OF PER MANUFACTURER'S RECOMMENDATIONS IN CONJUNCTION WITH STATE, LOCAL AND FEDERAL REGULATIONS • AEROSOL SPRAY PRODUCTS STORE IN APPROVED CONTAINERS, AND DISPOSE OF ACCORDING TO LOCAL, COUNTY, STATE AND FEDERAL REGULATIONS OR OTHER PUBLIC AGENCY. • ADHESIVES STORE IN APPROVED CONTAINERS, AND DISPOSE OF ACCORDING TO LOCAL, COUNTY, STATE AND FEDERAL REGULATIONS OR OTHER PUBLIC AGENCY. • BIOLOGICAL SOLID WASTE TRAP IN CONTAINERS, CLEANED REGULARLY, AND DISPOSED OF ACCORDING TO LOCAL, COUNTY, STATE AND FEDERAL REGULATIONS OR OTHER PUBLIC AGENCY. SCHEDULE WASTE COLLECTION MORE FREQUENTLY TO PREVENT CONTAINERS FROM OVERFILLING. UNTREATED, RAW SEWAGE OR SEPTAGE SHOULD NEVER BE DISCHARGED OR BURIED ONSITE. B1 POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES (continued from previous column) • REGULATED PCB MATERIAL STORE IN APPROVED CONTAINERS, AND DISPOSE OF ACCORDING TO LOCAL, COUNTY, STATE AND FEDERAL REGULATIONS OR OTHER PUBLIC AGENCY. • MOTOR OIL STORE PETROLEUM PRODUCTS FOR VEHICLES IN COVERED AREAS WITH LEAK -PROOF HEAVY DUTY PLASTIC LINER ON THE GROUND WITH DIKES IN PLACE TO CONTAIN AND SPILLS. IMMEDIATELY CONTAIN AND CLEAN UP ANY SPILLS WITH ABSORBENT MATERIALS. MOTOR OIL SHOULD BE CHANGED IN A DESIGNATED AREA WITH A METAL CATCH PAN OF 4'X4'XS" MIN. AND PROPERLY DISPOSED OF. • ANTIFREEZE STORE IN APPROVED CONTAINERS, AND DISPOSE OF ACCORDING TO LOCAL, COUNTY, STATE AND FEDERAL REGULATIONS OR OTHER PUBLIC AGENCY. • FUEL STORE FUEL FOR VEHICLES IN COVERED AREAS WITH LEAK -PROOF HEAVY DUTY PLASTIC ON THE GROUND WITH DIKES IN PLACE TO CONTAIN AND SPILLS. IMMEDIATELY CONTAIN AND CLEAN UP ANY SPILLS WITH ABSORBENT MATERIALS. • BRAKE FLUIDS STORE IN APPROVED CONTAINERS, AND DISPOSE OF ACCORDING TO LOCAL, COUNTY, STATE AND FEDERAL REGULATIONS OR OTHER PUBLIC AGENCY. • HYDRAULIC FLUIDS STORE IN APPROVED CONTAINERS, AND DISPOSE OF ACCORDING TO LOCAL, COUNTY, STATE AND FEDERAL REGULATIONS OR OTHER PUBLIC AGENCY. • RUBBLE - ASPHALT /CONCRETE DISPOSE OF IN PROPER CONTAINERS AND RECYCLE PER LOCAL, COUNTY, STATE AND FEDERAL REGULATIONS. • LAND CLEARING DEBRIS RECYCLE APPROPRIATELY IN APPROPRIATELY MARKED CONTAINERS AND SCHEDULE REGULAR PICKUP BEFORE OVERFILLING OCCURS. • WASTE ALL WASTE MATERIALS WILL BE COLLECTED AND STORED IN A SECURELY LIDDED APPROVED CONTAINER. ALL TRASH AND NON- RECYCLABLE MATERIALS SHALL BE DEPOSITED IN THE DUMPSTER DAILY. THE DUMPSTER SHOULD EMPTIED PERIODICALLY AND NOT ALLOWED TO OVERFILL. DO NOT THROW TRASH ON GROUND OR BURY MATERIALS ON SITE. • UNUSED BUILDING MATERIALS ALL WASTE MATERIALS WILL BE COLLECTED AND STORED IN A SECURELY LIDDED APPROVED CONTAINER. ALL RECYCLABLE MATERIALS SHALL BE DEPOSITED IN THE DUMPSTER DAILY. THE DUMPSTER SHOULD EMPTIED PERIODICALLY AND NOT ALLOWED TO OVERFILL. DO NOT BURY MATERIALS ON SITE. • CONCRETE (MASONRY) WASHOUT CONCRETE WASHOUT AREAS SHOULD A BERMED, SELF CONTAINED AREA APPROXIMATELY 10'X10'X3' IN PLACE TO CONTAIN THE CONCRETE, BUT ALLOW THE WATER TO INFILTRATE THE GROUND. DRIED MATERIAL SHALL BE REMOVED AND DISPOSED OF PROPERLY. THE CONCRETE WASHOUT AREA SHALL BE LOCATED IN AN AREA WHERE FUTURE PAVEMENT WILL BE INSTALLED, BUT AWAY FROM STORMWATER STRUCTURES AND WATER BODIES. SEE DETAIL. • FERTILIZERS /PESTICIDES /DETERGENTS FERTILIZERS AND PESTICIDES WILL BE APPLIED ONLY IN THE MINIMUM AMOUNTS RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED, FERTILIZER WILL BE WORKED INTO THE SOIL TO LIMIT THE EXPOSURE TIME TO STORM WATER. STORAGE WILL BE IN A COVERED SHED. THE CONTENTS OF ANY PARTIALLY USED BAG OF FERTILIZER WILL BE TRANSFERRED TO A SEALABLE PLASTIC BIN TO AVOID SPILLS. THE ORIGINAL LABEL AND SAFETY INFORMATION WILL BE RETAINED. STORAGE AREAS SHALL BE BERMED TO CONTAIN SPILL FROM RUNNING INTO GROUNDWATER OR STORM SYSTEM. B2 SEQUENCE OF EROSION CONTROL MEASURES IMPLEMENTATION INITIAL SETUP UPON COMPLETION OF THE INITIAL SITE INSPECTION AND BEFORE ANY VEGETATION IS REMOVED FROM THE SITE, THE EROSION CONTROL PLAN SHALL BE IMPLEMENTED. THE PLAN SHALL BE CONTINUALLY MAINTENANCE AND UPDATED AS NEEDED. ALL EROSION CONTROL PRACTICES WILL BE INSTALLED UNDER THE GUIDANCE OF A PROFESSIONAL EXPERIENCED IN EROSION CONTROL. ALL OTHER NON- ENGINEERED EROSION CONTROL MEASURES INVOLVING VEGETATION WILL BE INSTALLED ACCORDING TO THE SPECIFICATIONS AND CRITERIA AS SET FORTH IN THIS EROSION CONTROL PLAN. EROSION CONTROL PRACTICES WILL BE IMPLEMENTED ON ALL DISTURBED AREAS WITHIN THE PROJECT SITE AND MAINTAINED IN WORKING ORDER BY THE CONTRACTOR. • FLAG OR DENOTE ALL CONSTRUCTION LIMITS. • CALL FOR AN UNDERGROUND LOCATE TO VERIFY LOCATION OF EXISTING UTILITIES. NOTE: IF AN EXISTING WELL IS FOUND ON THE SITE, iT SHALL BE CAPPED OR OTHERWISE APPROPRIATELY CLOSED AS PER HAMILTON COUNTY ORDINANCES. • NOTIFY HCSO AGENT AND IDEM 48 HOURS IN ADVANCE OF BEGINNING WORK. • RETAIN EXISTING VEGETATION WHEREVER POSSIBLE. • IDENTIFY AND PROTECT ALL EXISTING VEGETATION DESIGNATED TO REMAIN. • INSTALL EROSION CONTROL MEASURES AND SILT FENCE. • INSTALL CONSTRUCTION ENTRANCE AND PROVIDE TEMPORARY SEEDING. • CONSTRUCT DETENTION FACILTY TO TRAP RUNOFF AND ANY SILT FROM THE EARLY STAGES OF CONSTRUCTION. • INSTALL TEMPORARY SEDIMENT TRAP IMMEDIATELY AFTER COMPLETION OF OUTLET. • EROSION CONTROL AND INLET PROTECTION SHALL BE INSTALLED IMMEDIATELY AFTER INSTALLATION OF STORM SEWERS. • COMPLETE ROUGH GRADING AND SEED APPROPRIATE AREAS. • COORINATE BUILDING CONSTRUCTION WITH OTHER DEVELOPMENT ACTIVITIES SO THAT ALL WORK CAN TAKE PLACE IN AN ORDERLY MANNER AND ON SCHEDULE. • AFTER CONSTRUCTION AND FINAL GRADING, LANDSCAPE AND PERMANENTLY STABILIZE ALL DISTURBED SITES, INCLUDING BORROW AND DISPOSAL AREAS. ALSO REMOVE TEMPORARY RUNOFF CONTROL STRUCTURES AND ANY UNSTABLE SEDIMENT AROUND THEM, AND VEGETATE THOSE AREAS. • POST A NOTICE OF THE PROJECT IN A PUBLICLY ACCESSIBLE LOCATION NEAR THE PROJECT FIELD OFFICE. THE NOTICE WILL INCLUDE A COPY OF THE COMPLETED N01 LETTER, THE NPDES PERMIT NUMBER, AND NAME, COMPANY NAME, AND TELEPHONE NUMBER OF PROJECT CONTACT PERSON. • INFORM ALL GENERAL CONTRACTORS, CONSTRUCTION MANAGEMENT FIRMS, GRADING OR EXCAVATING CONTRACTORS, AND ALL OTHER CONTRACTORS WITH PRIMARY OVERSIGHT ON INDIVIDUAL BUILDING LOTS OF THE TERMS AND CONDITIONS OF THE STORM WATER RULE 5, AND THE CONDITIONS AND STANDARDS OF THIS EROSION CONTROL PLAN, SCHEDULE FOR IMPLEMENTATION, AND THE CONSTRUCTION SITE EROSION CONTROL PLAN REPORT. CONSTRUCTION • BEGIN TOPSOIL REMOVAL. • ALL STOCKPILED TOPSOIL TO BE SALVAGED SHALL BE PERIMETER PROTECTED. RUNOFF FROM STOCKPILES WILL BE FILTERED THROUGH . SILT FENCES AND /OR STRAW BALES AND THE SEDIMENT BASIN. STOCKPILES SHALL NOT INTERFERE WITH NATURAL DRAINAGE. THE STOCKPILES SHALL BE REDISTRIBUTED OVER THE SITE AND FINAL GRADED IMMEDIATELY PRIOR TO SEEDING. • INSTALL ADDITIONAL SILT FENCES OR OTHER SUCH MECHANISM AS REQUIRED. • IMPLEMENT SELF - MONITORING PROGRAM. • BEGIN SEEDING AND MULCHING PROGRAM. • ALL AREAS WHICH CAN BE REGRADED TO A FINAL STATE SHALL BE REVEGETATED WITH AN APPROVED SEED MIXTURE AND FERTILIZED AT THE RATES INDICATED AS PER THE SEED CHART (DETAIL 11, SHEET C4.3). B3 CONSTRUCTION ENTRANCE LOCATION SEE EROSION CONTROL PLAN SHEET C4.0 FOR LOCATION; SEE DETAIL 06 SHEET C4.2 B4 SEDIMENT CONTROL MEASURES FOR SHEET FLOW AREAS SILT FENCE, TEMPORARY AND PERMANENT SEEDING; SEE EROSION CONTROL PLAN SHEET C4.0 FOR LOCATIONS; SEE DETAILS 05 SHEET C4.2, DETAIL 11 SHEET C4.3 B5 CONTROL MEASURES FOR CONCENTRATED FLOW AREAS SEDIMENT TRAP, SWALE, GEOTEXTILE MAT, TEMP. AND PERMANENT SEEDING: SEE PLAN SHEET C4.0; SEE DETAILS 01, 04, 08, 09 AND 11 SHEETS C4.2 AND C4.3 B6 INLET PROTECTION MEASURE LOCATIONS AND SPECIFICATIONS SEE EROSION CONTROL SHEET C4.0; DETAILS 03 AND 07 SHEET C4.2 B7 RUNOFF CONTROL MEASURES SEDIMENT TRAP, SWALE: SEE PLAN SHEET C4.0; DETAILS 01 AND 04 SHEET C4.2 B8 STORM WATER OUTLET PROTECTION SPECIFICATIONS RIPRAP END SECTIONS: SEE EROSION CONTROL SHEET C4.0; DETAIL 02 SHEET C4.2 B9 GRADE STABILIZATION STRUCTURES NONE NECESSARY B10 CONSTRUCTION DETAILS FOR STORMWATER MEASURES SEE EROSION CONTROL PLAN SHEET C4.0 FOR LOCATIONS AND DETAIL SHEETS C4.2, C4.3 B11 TEMPORARY SURFACE STABILIZATION METHODS 1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 2. LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. 3. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING THE SITE. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON -SITE INSPECTION. 4. SEDIMENT LADEN WATER SHALL BE DETAINED BY EROSION CONTROL PRACTICES AS NEEDED TO MINIMIZE SEDIMENTATION IN THE RECEIVING STREAM. NO STORM WATER SHALL BE DISCHARGED FROM THE SITE IN A MANNER THAT CAUSES EROSION AT THE POINT OF DISCHARGE. 5. WASTES AND UNUSED BUILDING MATERIALS SHALL NOT BE ALLOWED TO BE CARRIED FROM THE SITE BY STORMWATER RUNOFF. PROPER DISPOSAL OF ALL WASTES AND UNUSED BUILDING MATERIALS IS REQUIRED. 6. SEDIMENT BEING TRACED ONTO PUBLIC OR PRIVATE ROADWAYS SHALL BE MINIMIZED. CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE FLUSHING WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE SITE FOR DISPOSAL. 7. SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL DEVICES SHALL BE COLLECTED AND REDISTRIBUTED ON SITE AFTER EACH RAINFALL EVENT, AND AT LEAST ONCE A WEEK. 8. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER FABRIC. 9. ALL EXISTING STRUCTURES, FENCING, TREES AND ETC., WITHIN CONSTRUCTION AREA SHALL BE REMOVED AND DISPOSED OF OFF SiTE. BURNING IS NOT ALLOWED ON -SITE. 10. SCHEDULE OF EARTHWORK ACTIVITIES: a) THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM. THE AREA SHALL BE STABILIZED SOON AS POSSIBLE. TEMPORARY VEGETATION OR MULCHING SHALL BE USED TO PROTECT EXPOSED AREAS IF PERMANENT VEGETATION CANNOT BE SEEDED WITHIN 14 DAYS OR ACTIVITY CEASES FOR MORE THAN 21 DAYS OR AS DIRECTED BY THE ENGINEER. b) TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM MARCH 1 TO OCTOBER 31. STOCKPILE TOPSOIL AT ALL OTHER TIME OF THE YEAR. PERMANENT AND FINAL VEGETATION AND STRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED WITHIN SEVEN (7) DAYS AFTER FINAL GRADING OR AS SOON AS POSSIBLE. c) TEMPORARY SEEDING SHALL UTILIZE SEED SPECIES, APPLICATION RATES, AND DATES SET FORTH IN THE CHARTS DETAIL 05 SHEET C4.1. B12 PERMANENT SURFACE STABILIZATION METHODS 1. AT THE PROPER TIME, WITH APPROVAL FROM THE OWNER, AND ONLY AFTER NOTIFYING THE SWCD AGENT, THE CONTRACTOR SHALL DISMANTLE THE REMAINING EROSION CONTROL ELEMENTS ONLY AS REQUIRED TO FINISH ALL GRADING. CONTRACTOR SHALL NOTIFY THE SWCD IN ADVANCE AND ARRANGE FOR THE LANDSCAPING CONTRACTOR TO FOLLOW UP IMMEDIATELY WITH REVEGETATION OF THE REMAINING AREAS. 2. 'CONTRACTOR SHALL REMOVE ANY UNSUITABLE MATERIAL FROM THE SITE LEFT FROM THE EROSION CONTROL MEASURES. 3. ANY BARE DISTRUBED AREAS WILL BE GRADED, SEEDED AND MULCHED OR OTHERWISE REVEGETATED OR STABILIZED, AS PER THE EROSION CONTRL PLAN. PERMANENT SEEDING WILL BE ACCORDING TO THE SEED SPECIES, RATES AND DATES SHOWN IN THE CHARTS OF DETAIL 11 SHEET C4.3. 4. -FINAL STABILIZATION WILL BE CONSIDERED ACHIEVED WHEN PERENNIAL VEGETATIVE COVER HAS A DENSITY OF SEVENTY PERCENT (70 %) ON ALL UNPAVED AREAS OR AN EQUIVALENT PERMANENT STABILIZATION MEASURE HAS BEEN UTILIZED. IMPLEMENTATION AND MAINTENANCE WILL BE ACCORDING TO SECTIONS C2 AND C5 BELOW. B13 MATERIAL HANDLING AND SPILL PREVENTION PLAN 1. THE PROPER MANAGEMENT AND DISPOSAL OF WASTES SHOULD BE PRACTICED ON SITE AT ALL TIMES TO REDUCE POLLUTION STORM WATER RUNOFF. HAZARDOUS WASTE SHOULD ALWAYS BE DISPOSED OF THROUGHA DESIGNATED HAZARDOUS WASTE MANAGEMENT OR RECYCLING FACILITY. HAZARDOUS WASTE SHOULD NOT BE DISPOSED OF WITH ORDINARY GARBAGE, OR POURED INTO THE SANITARY SEWER SYSTEM OR ONTO THE GROUND. 2. DESIGNATE A WASTE COLLECTION AREA ON -SITE THAT DOES NOT RECEIVE A SUBSTANTIAL AMOUNT OF RUNOFF FROM UPLAND AREAS AND DOES NOT DRAIN DIRECTLY INTO A WATER BODY. 3. KEEP PRODUCTS IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT RE- SEALABLE, THEN ORIGINAL LABEL AND MATERIAL SAFETY DATA WILL BE RETAINED. IF A PRODUCT DOES NOT HAVE ITS ORIGINAL LABEL, LABEL IT YOURSELF IF YOU ARE SURE OF CONTENTS. MAKE SURE PRODUCTS ARE PROPERLY SEALED TO PREVENT LEAKS AND SPILLS AND STORED IN A WEATHER PROOF SELF CONTAINED AREA AWAY FROM HEAT, SPARKS AND FLAMES. 4. A PROGRAM FOR RECYCLING OR DISPOSAL OF MATERIALS ASSOCIATED WITH OR FROM THE PROJECT SITE SHALL BE ESTABLISHED. ALL RECYCLING CONTAINERS WILL BE CLEARLY LABELED. 5. ALL CONSTRUCTION ACTIVITIES TO BE MONITORED AND MAINTAINED BY THE CONTRACTOR. AS EACH NEW SUB - CONTRACTOR COMES ON -SITE, THE CONTRACTOR WILL CONDUCT AND DOCUMENT A MEETING TO ENSURE AWARENESS OF THE POLLUTANT PREVENTION PROGRAM. GUIDELINES FOR PROPER HANDLING, STORAGE AND DISPOSAL OF CONSTRUCTION SITE WASTES SHOULD BE POSTED IN STORAGE AND USE AREAS AND WORKERS SHOULD BE TRAINED IN THESE PRACTICES TO ENSURE EVERYONE IS KNOWLEDGEABLE ENOUGH TO PARTICIPATE. 6. IN AN EMERGENCY. THE CONTRACTOR WILL CALL 911. iN THE EVENT OF A SPILL THAT POSES NO IMMEDIATE THREAT, THE CONTRACTOR WILL CONTACT THE LOCAL FiRE DEPARTMENT AT (317)571 -2600 AND IDEM EMERGENCY RESPONSE AT (888) 233 -7745 WITHIN 24 HOURS OF THE SPILL EMERGENCY PHONE NUMBERS AND PROCEDURES SHALL BE PROMINATELY DISPLAYED AT THE WORK SITE WHERE SPILLS MAY OCCUR, SUCH AS STAGING /REFUELING AREAS. 7. CLEAN UP SPILLS IMMEDIATELY. FOR HAZARDOUS MATERIALS FOLLOW CLEANUP INSTRUCTIONS ON THE PACKAGE. USE ABSORBENT MATERIAL SUCH AS SAWDUST OR KITTY UTTER TO CONTAIN THE SPILL. PROPER SAFETY MATERIALS SHOULD BE STORED ON SITE IN CASE OF ACCIDENT OR SPILL WHICH SHOULD INCLUDE BUT NOT LIMITED TO BROOMS, DUST PANS, MOPS, RAGS, GLOVES, GOGGLES, AND PLASTIC AND METAL TRASH CONTAINERS SPECIFICALLY FOR THAT PURPOSE. SPILL AREAS SHOULD BE WELL VENTILATED. S. DURING THE DEMOLITION PHASE OF CONSTRUCTION, PROVIDE EXTRA CONTAINERS AND SCHEDULE MORE FREQUENT PICKUPS FOR RECYCLABLES AND GARBAGE. COLLECT, REMOVE, AND DISPOSE OR ALL CONSTRUCTION SITE WASTES AT AUTHORIZED DISPOSAL AREAS. CONTACT LOCAL ENVIRONMENTAL AGENCY TO IDENTIFY DISPOSAL SITES OR AUTHORIZED CONTRACTORS. 9• CONSTRUCTION VEHICLES SHOULD BE INSPECTED FOR LEAKS DAILY AND REPAIRED IMMEDIATELY IN A SELF CONTAINED AREA DESIGNATED FOR VEHICLE MAINTENANCE AND REPAIR. THE VEHICLE MAINTENANCE AREA SHOULD BE CONDUCTED ON AN AREA THAT IS TO BECOME FUTURE PAVEMENT. THIS AREA WILL BE DESIGNED TO MINIMIZE CONTACT BETWEEN EQUIPMENT ACTIVITIES AND RAINFALL OR RUNOFF. SPILLS MUST BE CLEANED UP AND MATERIALS DISPOSED OF IMMEDIATELY. 10.CONTAINERS OR EQUIPMENT THAT MAY MALFUNCTION AND CAUSE LEAKS OR SPILLS SHOULD BE IDENTIFIED THROUGH REGULAR INSPECTION AND STORAGE OF USE AREAS. EQUIPMENT AND CONTAINERS SHOULD BE INSPECTED REGULARLY FOR LEAKS, CORROSION, SUPPORT OR FOUNDATION FAILURE, OR ANY OTHER SIGNS OF DETERIORATION AND SHOULD BE TESTED FOR SOUNDNESS. ANY FOUND TO BE DEFECTIVE SHOULD BE REPAIRED OR REPLACED IMMEDIATELY. B14 MONITORING AND MAINTENANCE GUIDELINES A TRAINED INDIVIDUAL SHALL PERFORM A WRITTEN EVALUATION OF THE PROJECT SITE: • BY THE END OF THE NEXT BUSINESS DAY FOLLOWING EACH 1/2 STORM EVENT; AND • A MINIMUM OF ONE (1) TIME PER WEEK. THE EVALUATION WILL: • ADDRESS THE MAINTENANCE OF EXISTING EROSION CONTROL MEASURES TO ENSURE PROPER FUNCTIONING; AND • IDENTIFY ANY ADDITIONAL MEASURES NECESSARY TO MEET THE REQUIREMENTS OF THE EROSION CONTROL PLAN. WRITTEN EVALUATION REPORTS INCLUDE: • THE NAME OF THE INDIVIDUAL PERFORMING THE EVALUATION; • THE DATE OF THE EVALUATION; • PROBLEMS IDENTIFIED AT THE PROJECT SITE; AND • DETAILS OR CORRECTIVE ACTIONS RECOMMENDED AND COMPLETED. ALL WRITTEN EVALUATION REPORTS FOR THE PROJECT SITE WILL BE MAINTAINED BY THE CONSTRUCTION SUPERINTENDENT THROUGHOUT THE TERM OF THE PROJECT CONSTRUCTION AND MADE AVAILABLE TO THE SWCD OR OTHER INSPECTING AUTHORITY WITHIN 48 HOURS OF A REQUEST. MAINTENANCE OF SPECIFIC EROSION CONTROL MEASURES SHALL BE ACCORDING TO THE FOLLOWING: SEEDING OF DISTURBED AREAS 1. DISTURBED AREAS WILL BE SEEDED AND MULCHED FOR TEMPORARY OR PERMANENT STABILIZATION AS PHASES OF THE PROJECT CONSTRUCTION ARE COMPLETED. 2. UN- VEGETATED AREAS SCHEDULED OR LIKELY TO BE LEFT INACTIVE FOR FIFTEEN (15) DAYS OR MORE WILL BE TEMPORARILY OR PERMANENTLY STABILIZED WITH MEASURES APPROPRIATE FOR THE SEASON TO MINIMIZE EROSION POTENTIAL. 3. SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED. SILT FENCE MAINTENANCE REQUIREMENTS: 1. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. 2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. 3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE. 4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT. 5. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. STORM WATER BASIN MAINTENANCE REQUIREMENTS: 1. INSPECT THE STORM WATER BASIN AFTER EACH STORM EVENT. IMMEDIATELY REPAIR ANY EROSION AND PIPING HOLES. 2. THE NECESSITY FOR SEDIMENT REMOVAL WILL BE DETERMINED AFTER EACH EVENT. 3. REPLACE /REPAIR OUTLET RIPRAP AS REQUIRED AFTER EACH EVENT. 4. INSPECT VEGETATION, AND RE -SEED IF NECESSARY. EROSION CONTROL BLANKET (SURFACE APPLIED) MAINTENANCE REQUIREMENTS: 1. DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET. 2. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING T, ADD SOIL, RE -SEED THE AREA, AND RE -LAY AND STAPLE THE BLANKET. 3. AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY AND MAINTAIN AS PER CHART UNDER SECTION DETAIL 12 SHEET 4.3 FOR DRY SWALE. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS: 1. INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE. 2. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. 3. TOP DRESS WITH CLEAN STONE AS NEEDED. 4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN. 5. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. STRAW BALE AND ROCK CHECK DAM MAINTENANCE REQUIREMENTS: 1. INSPECT DAMS AFTER EACH STORM EVENT AND PROMPTLY REMOVE ANY SEDIMENT DEPOSITS TO ENSURE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN, TAKING CARE NOT TO UNDERMINE THE ENTRENCHED BALES AND /OR ROCK. 2. INSPECT PERIODICALLY FOR DETERIORATION OR DAMAGE FROM CONSTRUCTION ACTIVITIES AND REPAIR IMMEDIATELY. 3. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL STRAW BALES, ROCK AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE IT. B15 EROISION AND SEDIMENT CONTROL SPECIFICATIONS FOR INDIVIDUAL BUILDING LOTS NOT APPLICABLE EROSION CONTROL PLAN POST-CONSTRUCTION COMPONENT (Section C) Cl POTENTIAL POLLUTANT SOURCES FROM PROPOSED LAND USE THE GREATEST AMOUNT OF POST CONSTRUCTION POLLUTANTS EXPECTED FROM THIS PROJECT WILL COME FROM THE VEHICLES THAT UTILIZE THE SITE. POTENTIAL POLLUTANTS FROM VEHICLES INCLUDE: GREASE, OIL, GASOLINE, DIESEL, ANTIFREEZE, BRAKE FLUID; METALS, RUBBER FRAGMENTS AND OTHER HYDROCARBONS. ALSO SAND AND GRAVEL FROM ROADWAY SURFACES AND ROAD WEATHER TREATMENTS ARE ASSUMED. BACTERIA AND OTHER BIOLOGICAL AGENTS FROM DUMPSTER AREAS AND LITTERING ARE ALSO CONSIDERED POTENTIAL POLLUTANTS. FINAL LANDSCAPING AND SEEDING WILL BE DONE AFTER FINAL GRADING. WEEKLY PARKING LOT CLEANING AND DAILY LITTER CLEAN UP WILL BE PERFORMED. FERTILIZING WILL BE MINIMAL SINCE THERE IS VERY LITTLE TURF ON THE SITE. THE EXTENSIVE LANDSCAPE PLANTINGS WERE CHOSEN FOR THE LOW DEPENDENCY UPON FERTILIZERS AND PESTICIDES. THEY ALSO REQUIRE VERY UTTLE IRRIGATION SO TO MINIMIZE THE FERTILIZER AND PESTICIDE RUNOFF FROM THE SITE. C2 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION SEE B2 ON THIS SHEET FOR PRE - CONSTRUCTION AND DURING CONSTRUCTION NOTES. C3 PROPOSED STORMWATER QUALITY MEASURES POST CONSTRUCTION BMP: AS -3 AQUA -SWIRL HYDRODYNAMIC SEPARATOR C4 CONSTRUCTION DETAILS AND SPECIFICATIONS SEE DETAIL SHEET C4.2 C5 MAINTENANCE GUIDELINES FOR STORMWATER MEASURES SEE CHART SHEET C4.2 ESTIMATED START: SPRING 2006 ESTIMATED COMPLETION OF SITE DEVELOPMENT: WINTER 2006 CONTACT PERSON: JIM PECK CIVIL DESIGNS, LLP 2415 DIRECTORS ROW, SUITE E INDIANAPOLIS, INDIANA 46241 (317) 244 -1968 NOTICE: As an instrument of service, this Drawin is the e Drawing property p tty of the Architect and may be used only for this Project. Modifications to this Drawing may be made only by the Architect. \ ,-- 1 +1. .1 , 1 1 1 f � • � •- ,., N r I t 1 1 1 I 1010 \ 1 1 1 I CD log t t\ 1 1\ 1 1 1 j t • VA tl\ \t 11 \I 1 11 1 t 1 I\ 000010 i t 1 1 \ t 1 f 1 \ \ \ Il 1 g 0 \\ M/ _1' r • BOAR _ n 1 _ to \ F \ S SERV��N ulw t \ 1 1 GA \ 1 ` CO \ --- ----------- - --"-- .gyp 1 Q \ \ up 1 1 \ t \ t} c\ 1 Z� ` 1 , � w 1 a �2 \ tt / o a d c �\ 4' Spa 316 Sa 1 t ` \\ Z 1 I , \ , d° �' � • • • C IE � /� � HERS — —_ _s f= =y"`.• \ SO GAS U��LI� OT 0 NEC A �, N� ,, �• MA 05.40 -- - -_ - - -- ; , - / q()?,. 1 CppRp G ON. o TOF 6 ol ° \ 5 11 } 11 `\ 1 , \ \ / /' � � tj � `'� ® 1 'O,o �' i /' � i'' � r / ' r'r — J — ' '• J I --"' ''• �, /' � ' �' ' �'' / ° � ' -- _ _ TOF / - ,,� , EX�S1 \\ ,''- -' _r9°s•'r -� -~ \1 11 { \ , t 1 , , \ , NECZ g7.2 MEN �, \\ \ 0 1\ \\ 1 � Z ; \\ \ CpN, n 1 • � 8 / i' �F� O i / / � � '/ ' � i � / J• � — '— /, i i r E CjE O Z��� b, ; \`\ /'/ /�'' f, // // i /!i' /''' law— IN rrr9° MAIN UC WAR 11 p \ 1 \\ �V'' -� Q,�- 900 ? _ CA D 1 ` i'' p '�\\ •'`I ` I 1 0 \ I I 7`� CD � W � `\ i • REv \ \ i� i Ii CD O i y _ CIVIL DESIGNS TB _LLF 1 L \ \ / 1 / / / `9 li 9 °' 'C \ rr °a•- -- \\ 11 1 I C1 �0 spa%) A\ S\ 1 _� !� _' 5 \OE CS`EE g6 US�t"� 1E \ \ \,1 `s -\ (PLANTER -)/ 1 - -- 1; p�� �.5�• 89�' - \ / 1 ,� ID \ te, ............................. .'��/ r \ 1 1 \ l ----taw ' ` \ } _ ► �� , , \ / _17 OF Its' t / \ 1 t 1 its 1 1 Is 1 \\ 1 t � 11 b tl } \ 1 t \ O \ 1 t t r 1 1 l 1 1 1 \\ 1 1 1 w� 41 �1 r 1 1 1 1 l 1 1 1 1 1 1 \� t 1 C INLET 1 TOR TT 900.897.81 \\ 1 INV(S) d 1 INV( 497.81 _ INVI(E) _� 7.81 • ` ' ' O' r \ / / .rte• —' tole — — tale — � �' \\ I'/ / �-✓ ...tole - - -- \ / / �i' / / -- tale —"'` -.I 'EN DS ECT-IO N _\ - _ - .__;_- _ -1 t // Ai�i7'CRASH RACK 'rte" �C� `= \� ^_- =; _- -- -- , _"i { { \ / INV = 898.59 HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW ICB -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 20' 0 10' 20' ( IN FEET ) 1 inch = 20 ft. (ASSUMED NORTH) PROPOSED UTILITY LEGEND: HAMILTON CO. HWY DEPT. NOTE: DETAIL # /SH. # DETAIL 13/C7.1 DETAIL 07/C7.1 DETAIL 12/C7.1 DETAIL 08/C7.1 FULL vcr i n t7MANULAK IJAUKh ILL 15 REQUIRED FOR ALL STREET CROSSINGS. • NO WATER MAIN VALVES SHALL BE PERMITTED BETWEEN CURBS UTILITY CONTACTS GAS ELECTRIC DESCRIPTION: D PROPOSED SANITARY MANHOLE O PROPOSED CLEAN OUT yo ' PROPOSED FIRE HYDRANT SBC PROPOSED WATER VALVE Q PROPOSED THRUST BLOCK (317) 844 -9200 PROPOSED ELECTRIC LINE E STREETS PROPOSED TELEPHONE LINE T 3400 W. 131st STREET PROPOSED WATER LINE w (317)- 595 -3120 PROPOSED GAS LINE G WATER PROPOSED FIRE PROTECTION LINE FP 1220 WATERWAY BLVD. PROPOSED TELEPHONE & ELECTRIC LINE T/E HAMILTON CO. HWY DEPT. NOTE: DETAIL # /SH. # DETAIL 13/C7.1 DETAIL 07/C7.1 DETAIL 12/C7.1 DETAIL 08/C7.1 FULL vcr i n t7MANULAK IJAUKh ILL 15 REQUIRED FOR ALL STREET CROSSINGS. • NO WATER MAIN VALVES SHALL BE PERMITTED BETWEEN CURBS UTILITY CONTACTS GAS ELECTRIC VECTREN CINERGY /PSI 1630 NORTH MERIDIAN STREET 100 S. MILL CREEK ROAD INDIANAPOLIS, IN. 46202 NOBLESVILLE, IN. 46060 (317)- 926 -3351 (317)- 776 -5316 TELEPHONE SANITARY SEWER SBC CLAY TOWNSHIP 5206 ROCKVILLE ROAD REGIONAL WASTE DISTRICT INDIANAPOLIS, IN. 46224 (317) 844 -9200 (317)- 265 -3460 CONTACT: CANDY FELTNER STORM SEWER STREETS CITY ENGINEERS OFFICE CARMEL STREET DEPARTMENT CARMEL CITY HALL 3400 W. 131st STREET FIRST FLOOR WESTFIELD, IN. 46074 ONE CIVIC SQUARE (317)- 595 -3120 (317)- 571 -2441 O WATER UTILITY HOTLINE: VEOLIA WATER WITHIN INDIANA 1 -800- 382 -5544 1220 WATERWAY BLVD. OUTSIDE INDIANA 1- 800 - 428 -5200 INDIANAPOLIS, IN. 46206 (317)- 639 -1501 NOTE: THE SIZE AND LOCATION OF UTILITIES ARE PER PLANS AND LOCATIONS PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHALL BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. C� Project No.: UTILITY PLAN C5.0 + --\---- - - - - -------------------------- MICE: As an instrument of service, this Drawing is the property of the Architect and may be used only for this Project. Modifications to this Drawing may be made only by the Architect. CE3 o W U C _V fl... W L5 a) C A=® r 'p O Project No.: UTILITY PLAN C5.0 + --\---- - - - - -------------------------- MICE: As an instrument of service, this Drawing is the property of the Architect and may be used only for this Project. 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V3 10. 3 10. 3 .3 t. 44?5 .7 '1.0 *1.4 '1 42.0 '2 3 72.4 *21.3 °1.7 _31�\ 10.4 42.8 *2, 1 *1.5 *0 .7 *0 b.4 13.5 1 10, b.4 b.4 10. 10. 4 b.6 1 9 *1.3 '1.0 '2.4 '2.7 '2.9 42,8 °2.5 1 8 6 .4 .4 .4 1 .2 '1,4 '1 42.7 42.8 *2.7 12. 1 *1.2 10. 7 V5 b .2 '2. 0 ').3 'b. 10. 5 10. 6 .7 10-8 .7 *0 b.5 b 10. 4 10. 6 b.9 2 1.0 1 '1.4 °I . i 10. 8 ).7 ch 10. 7 b.8 *1.0 *iA *1.2 -1.0 V8 t. 6 b.5 V f 10. 6 b.9 '1.3 3.3 .5 .3 43.9 b.8 10. 7 43.7 43.8 1.0 � .1A *1.6 '1.8 °I.9 *1 .1 b.7 1).6 .5 *0 )'t .7 b.6 b.6 -0.6 b.7 -1.0 '1.3 '1.8 '2.0 72.5 42.4 4 .6 M *0. 1 b.4 4 t.5 4J.7 *1. 1 *13 12.3 42.6 42.9 "2.R 72.2 '0.1 e b.5 t.7 *1.0 -1.7 .7 .2 ? .6 "1.0 ---A .0 .0 Luminaire Schedule Project: WESTON POINTE Symbol Qty Label Arrangement Description watts Total Watts --O 11 P11 SINGLE QL 123-25-VR-MH-400-HSS / 24' AFG 400 400 0.00 3 P2 SINGLE OL 123-25-F-MH-400-HSS / 24' AFG 400 400 0.1 1 P4 BACK-BACK OL 123-25-VRMH-400 24' AFG 400 800 O$O 5 P5 4 0 90 DEGREES OL 123-25-VRMH-400 24- AFG 400 1600 15 t P6 SINGLE WINONA 3705-51-WL 2/F32T8 LAMPS 64 64 Numeric Summary Project: All Projects Label CalcType Units Avg Max Min Avg/Min Max/Min BOUNDRY Illuminance Fc 0.07 0.3 0.0 0.00 0.00 AREA Illuminance Fc 1.66 9.3 0.1 16.60 93.00 .0 .b .0 .0 0 .0 .0 .0 )0 .0 .0 .0 .0• .0 .0 .0 '0 .0 .0 .0 '0 ).0 .0 .0 Representing Quality Lighting Fixture Manufacturers 7718 Loma Court BUSiness 317-578-2626 Fishers, IN 46038 FAXsimile 317-578-2727 IN WATS 800-451-8508 www.techlitecorp.com G 0 LL 46-0.10- -0 C14 ii 0 M0 go cr) -40 go CT-, W�- 00 z 0 0 L ;) • aft , W 0 co IZ: CO $ P 5�� rZ 01 0- C, -0 -0 -f.- L41) --4 -- v 4- C: •0 :E 06 Z 0 C .0 < V) F- Lij • Q_ 0 U V) < U IL L.J Z < < I CL r) M CL 5 U < 0 0 ON L0 0 L.0 0 0 a) 0 rZ 0 CN (y) 0 CD U c, 0 O (D •a) 0 Am E29 U_ a) CO) 10 Gi LU W 00 00 V) LU CD Cf) X__ U 0 II CO2 < CL U_ LU UM C) 0 E 0 U uctl 4- 0 U V .= C: A== O AZ;7M ckl= D_ 0 V) Project No.: LIGHTING PLAN C690 NOTICE: As an instrument of service, this Drawing is the property of the Architect and may be used only for this Project. Modifications to this Drawing may be made only by the Architect. 11 co RESERVE PARKING VAN' ACCESSIBLE * "VAN ACCESSIBLE" TO BE NOTED FOR SPACES DESIGNATED FOR THAT USE. HANDICAP PARKING 13 SIGN DETAIL c7.o GREEN - ILLUMINATING TAPE (LETTERS) -BLUE - ILLUMINATING TAPE (SYMBOL BLOCK) -WHITE - ILLUMINATING TAPE (BACKGROUND) -GREEN - ILLUMINATING TAPE (ARROW) -GREEN - ILLUMINATING TAPE (BORDER) NOT TO SCALE d (MIN) CONCRETE A. 4,000 PSI TOOLED EDGE 1 1/2 - R /_6" OF TOP SOIL 3" COVER a �,, 1 "� `��� �'`'� ,1 :, PAVEMENT (MINIMUM) E GROWTH IF NOT O O O a O�Q Oo0 \/A //i ° COMPACTED \ `D 4' a / SOIL BACKFILL •- ° \ O \\ ` #4 RE -BAR \ \\ EDGE OF PAVEMENT, CURB-1 GUTTER /` MINIMUM WIDTH COMPACTED #53 STONE 4" 6" STRAIGHT CONCRETE CURB DETAIL o1 NOT TO SCALE C7.0 WHITE PAINT SKY BLUE PAINT NOTE: ALL STRIPES TO BE 4" PAINTED WHITE PAINTED HANDICAP 1 o SYMBOL DETAIL c7.o NOT TO SCALE 36" 24" HOLE SIZE VARIES � 000000 000noo aaooaa aoonoa onooaa aaaaan an0000 11 f))I 0i PAVEMENT 6" TOPSOIL PLAN VIEW NEENAH :< ; F �= R -3287 2 #4 BAS 42" LONG \\ O O O O 4 MIN . 6" MIN #4 REBAR INSTALLATION REQUIRED O z 2" O.C., E.W. 1. EXTENDING 20' FROM STORM I ��a " INLETS � � MAX. � MANHOLE GRADING WHERE SHOWN ON THE O�E o " OPENING UNDERDRAIN w aa I 4 GREATER Fx N THAN 0. D. 2. PIPE MATERIAL PER INDIANA DEPT. OF � Ar OF PIPE TRANSPORTATION SPECS. No. 718.02 D It 4j let NON- SHRINK GROUT GO #8 WASHED 4" DIAMETER PERFORATED ° 4 a p STONE 4" q" HIGH DENSITY oo oo��(�oogQ�oog�(�oo� o0 MIN. MIN. POLYETHLENE PIPE WITH "HIGHWAY SOCK FILTER" 6" 6" COMPACTED CROSS SECTION #53 STONE 4" PIPE UNDERDRAIN 14 UNDER PAVEMENT c7.o CURB INLET TYPE 'W/01 1 NOT TO SCALE NOT TO SCALE C7.0 DISTANCE DEFINED BY D.O.T. REQUIREMENT d (MIN) MIN. 6" TOPSOIL A. 30" TO 60" 4" _ 5' 1 0 E GROWTH IF NOT a ° UNDER PAVEMENT EDGE OF PAVEMENT, CURB-1 GUTTER /` MINIMUM WIDTH OR SIMILAR STRUCTURE o 1.25 OD + 12" �a IN THE PUBLIC RIGHT -OF -WAY w t� 20' M t- o 1� " 11(4) �o NOTE: ALL STRIPES TO BE 4" PAINTED WHITE PAINTED HANDICAP 1 o SYMBOL DETAIL c7.o NOT TO SCALE 36" 24" HOLE SIZE VARIES � 000000 000noo aaooaa aoonoa onooaa aaaaan an0000 11 f))I 0i PAVEMENT 6" TOPSOIL PLAN VIEW NEENAH :< ; F �= R -3287 2 #4 BAS 42" LONG \\ O O O O 4 MIN . 6" MIN #4 REBAR INSTALLATION REQUIRED O z 2" O.C., E.W. 1. EXTENDING 20' FROM STORM I ��a " INLETS � � MAX. � MANHOLE GRADING WHERE SHOWN ON THE O�E o " OPENING UNDERDRAIN w aa I 4 GREATER Fx N THAN 0. D. 2. PIPE MATERIAL PER INDIANA DEPT. OF � Ar OF PIPE TRANSPORTATION SPECS. No. 718.02 D It 4j let NON- SHRINK GROUT GO #8 WASHED 4" DIAMETER PERFORATED ° 4 a p STONE 4" q" HIGH DENSITY oo oo��(�oogQ�oog�(�oo� o0 MIN. MIN. POLYETHLENE PIPE WITH "HIGHWAY SOCK FILTER" 6" 6" COMPACTED CROSS SECTION #53 STONE 4" PIPE UNDERDRAIN 14 UNDER PAVEMENT c7.o CURB INLET TYPE 'W/01 1 NOT TO SCALE NOT TO SCALE C7.0 DISTANCE DEFINED BY D.O.T. REQUIREMENT LEGEND OD = OUTSIDE DIAMETER ID = INSIDE DIAMETER d = DEPTH OF BEDDING MATERIAL BELOW PIPE ID d (MIN) MIN. 6" TOPSOIL 3" 30" TO 60" 4" TO ENSURE GRASS a GROWTH IF NOT a ° UNDER PAVEMENT EDGE OF PAVEMENT, CURB-1 GUTTER /` MINIMUM WIDTH OR SIMILAR STRUCTURE o 1.25 OD + 12" �a IN THE PUBLIC RIGHT -OF -WAY w t� v 3 0 t- o 11(4) �o MW IF WITHIN 5' EDGE OF OF PAVEMENT, USE B BORROW OR � a p IF NOT WITHIN 5' OF EDGE OF EQUIV. GRANULAR MATERIAL - PAVEMENT: USE "B" BORROW . COMPACTED TO 95% MODIFIED ID 4 COMPACTED TO 90% MODIFIED PROCTOR DENSITY FOR ENTIRE PROCTOR DENSITY TO 1/6 F TRENCH BACKFILL PIPE DIAMETER AND REGU LAR JOD BACKFILL TO TOP OF TRENCH d DEPTH OF BEDDING 9EDDING 8 STONE OR APPROVED EQUIVALENT MATERIAL BELOW PIPE MATERIAL HAND TAMPED OR WALKED INTO PLACE. LEGEND OD = OUTSIDE DIAMETER ID = INSIDE DIAMETER d = DEPTH OF BEDDING MATERIAL BELOW PIPE ID d (MIN) 27" & SMALLER 3" 30" TO 60" 4" 66" & LARGER 6" NOTES: 1. ALL INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. 2. A MINIMUM 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. REINFORCED CONCRETE PIPE RCP 15 BEDDING/TRENCH DETAIL c7.o NOT TO SCALE i _ 100' , 1 25' , 25' I T"" "" CURB '\ 1 /2" FIBER MATERIAL -j TRANSVERSLE EXPANSION JOINTS CURB JOINT DETAIL os NOT TO SCALE C7.0 / / / / / / / / //, SAWED OR TOOLED TRANSVERSE CONTROL JOINTS /--- TOOLED EDGE /-MEDIUM BROOM FINISH 1/2" FIRER MATFRIAi — a.,a -1A14 A..u14 A unur 4" 1" DEEP SAWED OR TOOLED JOINT 4 #53 COMPACTED STONE COMPACTED SUB GRADE SIDEWALK DETAIL o7 NOT TO SCALE C7.0 WEIIIIII WAS! MA)( 1.12 St nor- 6' -0" SECTION A -A 4' -0" MINIMUM Mo 102 4 p 6" 1' -6" FROM EDGE OF PAVEMENT N 1 -1/2" 3 1 -1/2„ GROUT I I N 2 - #3 REBARS uj °° a Lc5_5D \\ FA U, \/ \ \/ / \ \ , j j x 24 — BOREOHOLESTHROUGH PAVEMENT SECTION A -A 1 -1 /2" A I I I I I I I I I I I I I I I I 3/4" HOLES FOR Law— A " STEEL ANCHOR ROD 12 ELEVATION PRECAST CONCRETE o2 WHEELSTOP c7.o NOT TO SCALE 5' -0" UNLESS OTHERWISE NOTED TOOLED CONTROL JOINT 1/2" WIDE, MIN. 3/4" DEPTH 4" CONC. SLAB W/ 6" BROOM FINISH 1 " RADIUS- TOOLED 6" TOPSOIL-\ /I'-- ROUND EDGE 6x6 W1.4xW1.4xW.W.F. I I ELEVATION VIEW J�4 „ COVER AT PAVEMENT GRADE (MINIMUM) 4 ILL a u V., ° a `° p a. 4 a °° a ° 4 a a U ° w a a° 4 a � 4 COMPACTED \ �� OOo �O �0 �.J 0��� � a° 4 ° p° p a ° \ O ap V boo a 4 a p #4 RE -BAR 4 #53 STONE/ / �iOQo 0�� Qa�G�G O a 4 a a a pa p a \\ \ \ \' \ \ �' \� \`' \ \�'\ o� a° � ° . 4 Q : \` \\ ' \ / �O � O A , // a o a �� �. � 4 ° 4 � a � 4 MAX. MAC 1: �2 4 p � Lu a° a SLOPE w o 4 a a °� p a p p a °SL�PEa 4 „ o a w W a o p a a a 4 > / O� 4 a > �. a a s pa 4 a 4. a° o p /\ a 4 ° ¢ I4 4. ° a / a � O ° a �a °o as a oa pa0 0 C a 4 a a a 4. 4 p. Da ° : o. 64 4 p ° 4 0 \�\\/ a° a 4 a 4. a �'� a a a. 4 0 4 �� a p CONCRETE----) �� 4,000 PSI p . 4 0 �\ CONCRETE CURB TAPERE RKING Bl1MF�ER a \� KI�1 BUt�lPE CONCRETE CURB TAPERED I o a J� COMPACTED #53 DOWN TO GRADE AT RAMP DOWN TO GRADE AT RAMP # 4 RE -BAR p 4 ° 0 STONE a � 4" 4" PLAN VIEW HANDICAP RAMP DETAIL os NOT TO SCALE C7.0 * IF CLEARANCE BEHIND RAMP IS LESS THAN 48" THEN SIDE FLARES MUST HAVE A 1:12 MAX. SLOPE DISTANCE DEFINED BY D.O.T. REQUIREMENTS n MIN. 6" TOPSOIL TO ENSURE � � STOP SIGN INSTALLED IN HANDICAP, NO PARKING SIGN GRASS GROWTH IF NOT UNDER PAVEMENT LANDSCAPE AREA n INSTALLED IN PARKING LOT. p a p HANDICAP LOCATIONS 2 -SIDED •1 WHERE STALLS FACING. MINIMUM WIDTH = /! EDGE OF PAVEMENT, CURB �i\ 1.25 OD + 12" \�� 2" STEEL PIPE, GUTTER OR SIMILAR STRUCTURE " " ROUND OR SQUARE, B BORROW OR EQUIVALENT SET IN CONCRETE IN THE PUBLIC RIGHT OF WAY \ GRANULAR MATERIAL COMPACTED TO 95% MODIFIED PROCTOR \ DENSITY TO TOP OF TRENCH IF N 6" STEEL PIPE \, LESS THAN OR WITHIN 5' OF ? o �-� FILLED W /CONCRETE MIN. EDGE OF PAVEMENT. IF GREATER wo �z °� 8 STONE D THAN 5 FROM EDGE OF PAVEMENT, a Z w E OR APPROVED �� AREA TO BE BACKFILLED WITH ° 0: m =zm EQUIVALENT. EDDING MATERIAL HAND DO a CLEAN MATERIAL THAT SHALL o wo TAMPED OR WALKED INTO PLACE TO A 0 OD CONTAIN NO MORE THAN 10% J o N¢U5 MIN. OF 12 ABOVE TOP OF PIPE. �� PASSING A No. 200 SEIVE. " MOVING I mwfw- O MIN EDGE ``� z w W LEGEND a CURB vii a° u PAVING PAVEMENT OF PIPE OD = OUTSIDE DIAMETER u 6" °- BASE [� ID = INSIDE DIAMETER OF PIPE `�� = ��'" a ,u`� O NOTES: ` �._� : 1 1 I ,,1 %� ` Lj t v) Iv 1. ALL INITIAL BACKFILL SHALL \ \ \ \/ o i P° 6 a I ( , �! BE INSTALLED IN 6" TO 12" \ / / \ \/ . o� / \ \ / /��/ BALANCED LIFTS. / /� // o /� //; z w 2. A MINIMUM 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. a w � o o o / v v c`v PLASTIC PIPE PVC & HDPE 12 „ �10 BEDDI CONCRETE 10 FOOTING CONCRETE c7.o NG/TRENCH DETAIL FOOTING NOT To SCALE TRAFFIC SIGNAGE o9 NOT TO SCALE lu COMBINED CURB & WALK DETAIL o3 NOT TO SCALE C7.o 1 " NO. 11 B SURFACE 2" NO. 9 BINDER 2" NO. 53 STONE 4" NO. 2 STONE ,\\ , �<'Ll SUBGRADE COMPACTED TO LIGHT DUTY ASPHALT 95% MODIFIED PROCTOR PAVEMENT SECTION o4 NOT TO SCALE C7.0 1" N0. 11 B SURFACE 3" NO. 9 BINDER 4" NO. 53 STONE 4" NO. 2 STONE 12" SUBGRADE COMPACTED TO HEAVY DUTY ASPHALT 95% MODIFIED PROCTOR PAVEMENT SECTION o5 NOT TO SCALE C7.0 - -• - - - - - - - -�- , �• �•� llluy ua Uncu omy Tor mis rroject. Mwitications to this Drawing may be made only by the Architect. ° a a 4 ° o U �a w t� v 3 0 t- o 11(4) �o MW ° r •- a p 4 a 4 1/2" FIRER MATFRIAi — a.,a -1A14 A..u14 A unur 4" 1" DEEP SAWED OR TOOLED JOINT 4 #53 COMPACTED STONE COMPACTED SUB GRADE SIDEWALK DETAIL o7 NOT TO SCALE C7.0 WEIIIIII WAS! MA)( 1.12 St nor- 6' -0" SECTION A -A 4' -0" MINIMUM Mo 102 4 p 6" 1' -6" FROM EDGE OF PAVEMENT N 1 -1/2" 3 1 -1/2„ GROUT I I N 2 - #3 REBARS uj °° a Lc5_5D \\ FA U, \/ \ \/ / \ \ , j j x 24 — BOREOHOLESTHROUGH PAVEMENT SECTION A -A 1 -1 /2" A I I I I I I I I I I I I I I I I 3/4" HOLES FOR Law— A " STEEL ANCHOR ROD 12 ELEVATION PRECAST CONCRETE o2 WHEELSTOP c7.o NOT TO SCALE 5' -0" UNLESS OTHERWISE NOTED TOOLED CONTROL JOINT 1/2" WIDE, MIN. 3/4" DEPTH 4" CONC. SLAB W/ 6" BROOM FINISH 1 " RADIUS- TOOLED 6" TOPSOIL-\ /I'-- ROUND EDGE 6x6 W1.4xW1.4xW.W.F. I I ELEVATION VIEW J�4 „ COVER AT PAVEMENT GRADE (MINIMUM) 4 ILL a u V., ° a `° p a. 4 a °° a ° 4 a a U ° w a a° 4 a � 4 COMPACTED \ �� OOo �O �0 �.J 0��� � a° 4 ° p° p a ° \ O ap V boo a 4 a p #4 RE -BAR 4 #53 STONE/ / �iOQo 0�� Qa�G�G O a 4 a a a pa p a \\ \ \ \' \ \ �' \� \`' \ \�'\ o� a° � ° . 4 Q : \` \\ ' \ / �O � O A , // a o a �� �. � 4 ° 4 � a � 4 MAX. MAC 1: �2 4 p � Lu a° a SLOPE w o 4 a a °� p a p p a °SL�PEa 4 „ o a w W a o p a a a 4 > / O� 4 a > �. a a s pa 4 a 4. a° o p /\ a 4 ° ¢ I4 4. ° a / a � O ° a �a °o as a oa pa0 0 C a 4 a a a 4. 4 p. Da ° : o. 64 4 p ° 4 0 \�\\/ a° a 4 a 4. a �'� a a a. 4 0 4 �� a p CONCRETE----) �� 4,000 PSI p . 4 0 �\ CONCRETE CURB TAPERE RKING Bl1MF�ER a \� KI�1 BUt�lPE CONCRETE CURB TAPERED I o a J� COMPACTED #53 DOWN TO GRADE AT RAMP DOWN TO GRADE AT RAMP # 4 RE -BAR p 4 ° 0 STONE a � 4" 4" PLAN VIEW HANDICAP RAMP DETAIL os NOT TO SCALE C7.0 * IF CLEARANCE BEHIND RAMP IS LESS THAN 48" THEN SIDE FLARES MUST HAVE A 1:12 MAX. SLOPE DISTANCE DEFINED BY D.O.T. REQUIREMENTS n MIN. 6" TOPSOIL TO ENSURE � � STOP SIGN INSTALLED IN HANDICAP, NO PARKING SIGN GRASS GROWTH IF NOT UNDER PAVEMENT LANDSCAPE AREA n INSTALLED IN PARKING LOT. p a p HANDICAP LOCATIONS 2 -SIDED •1 WHERE STALLS FACING. MINIMUM WIDTH = /! EDGE OF PAVEMENT, CURB �i\ 1.25 OD + 12" \�� 2" STEEL PIPE, GUTTER OR SIMILAR STRUCTURE " " ROUND OR SQUARE, B BORROW OR EQUIVALENT SET IN CONCRETE IN THE PUBLIC RIGHT OF WAY \ GRANULAR MATERIAL COMPACTED TO 95% MODIFIED PROCTOR \ DENSITY TO TOP OF TRENCH IF N 6" STEEL PIPE \, LESS THAN OR WITHIN 5' OF ? o �-� FILLED W /CONCRETE MIN. EDGE OF PAVEMENT. IF GREATER wo �z °� 8 STONE D THAN 5 FROM EDGE OF PAVEMENT, a Z w E OR APPROVED �� AREA TO BE BACKFILLED WITH ° 0: m =zm EQUIVALENT. EDDING MATERIAL HAND DO a CLEAN MATERIAL THAT SHALL o wo TAMPED OR WALKED INTO PLACE TO A 0 OD CONTAIN NO MORE THAN 10% J o N¢U5 MIN. OF 12 ABOVE TOP OF PIPE. �� PASSING A No. 200 SEIVE. " MOVING I mwfw- O MIN EDGE ``� z w W LEGEND a CURB vii a° u PAVING PAVEMENT OF PIPE OD = OUTSIDE DIAMETER u 6" °- BASE [� ID = INSIDE DIAMETER OF PIPE `�� = ��'" a ,u`� O NOTES: ` �._� : 1 1 I ,,1 %� ` Lj t v) Iv 1. ALL INITIAL BACKFILL SHALL \ \ \ \/ o i P° 6 a I ( , �! BE INSTALLED IN 6" TO 12" \ / / \ \/ . o� / \ \ / /��/ BALANCED LIFTS. / /� // o /� //; z w 2. A MINIMUM 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. a w � o o o / v v c`v PLASTIC PIPE PVC & HDPE 12 „ �10 BEDDI CONCRETE 10 FOOTING CONCRETE c7.o NG/TRENCH DETAIL FOOTING NOT To SCALE TRAFFIC SIGNAGE o9 NOT TO SCALE lu COMBINED CURB & WALK DETAIL o3 NOT TO SCALE C7.o 1 " NO. 11 B SURFACE 2" NO. 9 BINDER 2" NO. 53 STONE 4" NO. 2 STONE ,\\ , �<'Ll SUBGRADE COMPACTED TO LIGHT DUTY ASPHALT 95% MODIFIED PROCTOR PAVEMENT SECTION o4 NOT TO SCALE C7.0 1" N0. 11 B SURFACE 3" NO. 9 BINDER 4" NO. 53 STONE 4" NO. 2 STONE 12" SUBGRADE COMPACTED TO HEAVY DUTY ASPHALT 95% MODIFIED PROCTOR PAVEMENT SECTION o5 NOT TO SCALE C7.0 - -• - - - - - - - -�- , �• �•� llluy ua Uncu omy Tor mis rroject. Mwitications to this Drawing may be made only by the Architect. 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 $100.00 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 100 FEET APART. 7. Bedding: Use Number 8 crushed stone or Number 8 fractured face aggregate 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 Districts engineer prior to installation. 9 9. Where a transition ' on ' s made.- between SDR 35 pipe and pressure e 9 ra de SDR 21 pipe, e , a ductile iron gasketed mechanical coupling li n shall be used. 10. Laterals shall terminate within 3 feet of the building unless the conditions s in item 3 above are met. No glued pipe shall be i nstalled outside building foundation walls. 11. Additional information on District standards and specifications ' cations ma y be obtained from the Districts office during business hours of 8:00a.m. to 4:30 p.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 —solid 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. Lateral—rev.01 —1 3-06cf Please see accompanied Aqua -Swirl specification notes. See Site Plan for actual system orientation. 54" System may be either Left Hand or Right Hand Flow Pipe coupling by Contractor. 12" long Stub -out by Manufacturer. —110 3/4" OD —Vent Arched Baffle Octagonal Base Plate Manhole Frame and Rim elevations to match finished Cover by Manufacturer. grade. HDPE risers can be field (See Detail) cut by Contractor. 32" OD Grade Rim Riser Vent Varies r V_ I 104" Swirl Outlet Gravel Backfiill shag expend at : least 3.5 feet otdmrd from '•.Swirl Cerxxntratnr and for the' fun height or the Swirl Concentrator (including riser) ` extending Laterally to - urxrLsweoed soils. (see MH ' Detail Below) 1uo�"�rw+r♦w.+.� 10 3/411 OD I Pipe coupling 42„ by Contractor. Plan View 12" long Stub -out 68t Arched by Manufacturer. Baffle Bollards shall be p 1 aced around access ri se s in n o - tra fti c areas t o prevent t .. inadvertent loading Y b maintenance <� vehicles. B ackfill� soil ..• .. , . 4 Phone (888) 344-9044 ;,'• .. ..� www.acluashieldinc.corn :':`- soil 11 t t I� I r1 i co 12 j::i `• Gravel Badffll':'': <. Place smart amount of concrete to support and 7\/7 Whole frame. DO NOT allow nw tx* frame to rest upon HDPE riw. Manhole Frame & Cover Detail For Non - Traffic Areas OnIY NTS •r ...... ...::..,.:........:.... . .. } l :,:........::.Undisturbed • S o i[ .r Section A -A .v......:.::.._.:r ........:......::.... Aqua-Swirl Concentrator Model AS-3 Offline Standard De "tail NOTICE: As an instrument of service. this Drawing is the property of the Architect and may be used only for this Project. Modifications to this Drawing may ba made only by the Architect. 71 Lv o +� 0 7 o -o c� Q A- + 3' DI MU RING TYP.) k A- + �' M1 o� GT ..� 1 + t + h 00 �2 GT 0 N 1 1 0 0 of i i O O C a GT Bra v 1 10; MS r 3' Dl(. MUL�H RING (TY .) IL TOW 00- *0 o."11� 1% l� 6 7 - , IU MB 4 rr 1 • 6N p 3 PM MECNPN,cP` 7 ° VC a 3 ° ° ° nk Q 4 a o� ° yes d ° O � S a JW 2� P ° 3 VC CH 3 o° 2 a ° ° °,, ° VC 3 PN CH 4 w 3 BICYCLE PARKING AREA PA MB ;r 5 1 JW PN SOD 2 - 6 1%U 0 JC g, PROM Br F �N olyFRS�F�R V0\ NN 6 2 E C01 0 ose vese Ease g55 4 ,.�20 _�.► �ment 2 3' DIA. MULCH RING (TYP.) ik ?i - V. FO 3' DIA. MULCH RING (TYP.) -1- ORpJN 3o RED � SE�� Oi HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 20' 0 10' 20' ( IN FEET ) 1 inch = 20 ft. (ASSUMED NORTH) UTILITY STATEMENT: The underground utilities shown have been located from field survey information and existing drawings. The surveyor makes no guarantees that the underground utilities comprise all such utilities in the area, either in— service or abandoned. The surveyor further does not warrant that the underground utilities shown are in the exact location indicated although the surveyor does certify that they are located as accurately as possible from information available. The surveyor has not physically located the underground utilities. LANDSCAPE NOTES 1. CONTRACTOR SHALL LOCATE AND VERIFY EXISTENCE OF ALL UTILITIES PRIOR TO STARTING WORK. 2. CONTRACTOR SHALL SUPPLY ALL PLANT MATERIALS IN QUALITY AND QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING AS SHOWN ON DRAWINGS. 3. ALL MATERIAL SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY THE CURRENT "AMERICAN ASSOCIATION OF NURSERY STOCK, ANSI Z60.1- 1996 ", PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN OR EQUIVALENT. 4. NO PLANT SHALL BE PUT INTO THE GROUND BEFORE ROUGH GRADING HAS BEEN FINISHED AND APPROVED. 5. ALL PLANTS SHALL BE PLANTED SO THAT THE ROOT CROWN IS PLANTED AT GRADE LEVEL. 6. ALL PLANTS SHALL BE BALLED AND WRAPPED OR CONTAINER GROWN AS SPECIFIED. NO CONTAINER GROWN STOCK WILL BE ACCEPTED IF iT IS ROOT BOUND. ALL ROOT WRAPPING MATERIAL MADE OF SYNTHETICS OR PLASTICS SHALL BE REMOVED AT THE TIME OF PLANTING. ALL TWINE OR ROPE SHALL BE REMOVED FROM AROUND CROWN OF TRUNK TO PREVENT GIRDELING OF TREE. 7. WITH CONTAINER GROWN STOCK, THE CONTAINER SHALL BE REMOVED AND THE CONTAINER BALL SHALL BE CUT THROUGH THE SURFACE IN TWO VERTICAL LOCATIONS. 8. THE DAY PRIOR TO PLANTING, THE LOCATIONS OF ALL TREES AND SHRUBS SHALL BE STAKED FOR APPROVAL BY THE OWNER'S REPRESENTATIVE. 9. LANDSCAPE CONTRACTOR SHALL REFER TO CONTRACT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 10. LANDSCAPE CONTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH ONE CALENDAR YEAR FROM THE TiME OF PROVISIONAL ACCEPTANCE. 11. IF THERE IS A DISCREPANCY BETWEEN THE PLANS AND THE PLANT LIST, THE PLANS SHALL TAKE PRECEDENCE. 12. CONTRACTOR SHALL REPAIR ANY DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO THE OWNER. 13. STAKES AND GUY WIRES SHALL BE REMOVED AFTER ONE YEAR. 14. ALL EXISTING LANDSCAPING SHALL BE MAINTAINED DURING CONSTRUCTION. ANY MATERIAL DEEMED DEAD OR UNSATIFACTORY BY LANDSCAPE ARCHITECT WILL BE REPLACED EQUIVALENT IN SIZE AND SHAPE AT NO COST TO THE OWNER. 15. DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING MOUNDS, FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE NOT PERMITTED IN THE RIGHT OF WAY. 16. ALL LANDSCAPED AREAS TO BE IRRIGATED. LEGEND I 3" DEEP MULCH; `v ' BOTANICAL NAME WORK +moo 9.15 4 LEVEL AS GROWN VARIES UNDER BRANCHES IN CONTAINER GT - 15 Gleditsia triacanthos inermis 'Skycole Skyline Honeylocust 2 -1 \2" Deciduous Can opy y 45' B & B 45' -1- ORpJN 3o RED � SE�� Oi HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 20' 0 10' 20' ( IN FEET ) 1 inch = 20 ft. (ASSUMED NORTH) UTILITY STATEMENT: The underground utilities shown have been located from field survey information and existing drawings. The surveyor makes no guarantees that the underground utilities comprise all such utilities in the area, either in— service or abandoned. The surveyor further does not warrant that the underground utilities shown are in the exact location indicated although the surveyor does certify that they are located as accurately as possible from information available. The surveyor has not physically located the underground utilities. LANDSCAPE NOTES 1. CONTRACTOR SHALL LOCATE AND VERIFY EXISTENCE OF ALL UTILITIES PRIOR TO STARTING WORK. 2. CONTRACTOR SHALL SUPPLY ALL PLANT MATERIALS IN QUALITY AND QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING AS SHOWN ON DRAWINGS. 3. ALL MATERIAL SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY THE CURRENT "AMERICAN ASSOCIATION OF NURSERY STOCK, ANSI Z60.1- 1996 ", PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN OR EQUIVALENT. 4. NO PLANT SHALL BE PUT INTO THE GROUND BEFORE ROUGH GRADING HAS BEEN FINISHED AND APPROVED. 5. ALL PLANTS SHALL BE PLANTED SO THAT THE ROOT CROWN IS PLANTED AT GRADE LEVEL. 6. ALL PLANTS SHALL BE BALLED AND WRAPPED OR CONTAINER GROWN AS SPECIFIED. NO CONTAINER GROWN STOCK WILL BE ACCEPTED IF iT IS ROOT BOUND. ALL ROOT WRAPPING MATERIAL MADE OF SYNTHETICS OR PLASTICS SHALL BE REMOVED AT THE TIME OF PLANTING. ALL TWINE OR ROPE SHALL BE REMOVED FROM AROUND CROWN OF TRUNK TO PREVENT GIRDELING OF TREE. 7. WITH CONTAINER GROWN STOCK, THE CONTAINER SHALL BE REMOVED AND THE CONTAINER BALL SHALL BE CUT THROUGH THE SURFACE IN TWO VERTICAL LOCATIONS. 8. THE DAY PRIOR TO PLANTING, THE LOCATIONS OF ALL TREES AND SHRUBS SHALL BE STAKED FOR APPROVAL BY THE OWNER'S REPRESENTATIVE. 9. LANDSCAPE CONTRACTOR SHALL REFER TO CONTRACT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 10. LANDSCAPE CONTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH ONE CALENDAR YEAR FROM THE TiME OF PROVISIONAL ACCEPTANCE. 11. IF THERE IS A DISCREPANCY BETWEEN THE PLANS AND THE PLANT LIST, THE PLANS SHALL TAKE PRECEDENCE. 12. CONTRACTOR SHALL REPAIR ANY DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO THE OWNER. 13. STAKES AND GUY WIRES SHALL BE REMOVED AFTER ONE YEAR. 14. ALL EXISTING LANDSCAPING SHALL BE MAINTAINED DURING CONSTRUCTION. ANY MATERIAL DEEMED DEAD OR UNSATIFACTORY BY LANDSCAPE ARCHITECT WILL BE REPLACED EQUIVALENT IN SIZE AND SHAPE AT NO COST TO THE OWNER. 15. DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING MOUNDS, FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE NOT PERMITTED IN THE RIGHT OF WAY. 16. ALL LANDSCAPED AREAS TO BE IRRIGATED. PLANTING SCHEDULE LEGEND I 3" DEEP MULCH; ---� SET PLANTS AT SAME BOTANICAL NAME WORK MULCH LEVEL AS GROWN VARIES UNDER BRANCHES IN CONTAINER GT - 15 Gleditsia triacanthos inermis 'Skycole Skyline Honeylocust 2 -1 \2" Deciduous Can opy y 45' B & B 45' ( *6 Ornamentals located in north boundary planting; RAISE PLANT GB 8 Ginkgo biloba 'Autumn Gold' Autumn Gold Ginkgo 2 -1 \2" BED 2" ABOVE 45' B & B 2" FINISH GRADE By Huntington Bank (Required /Provided) + 0 OP 8 Quercus shumardii Shummard Oak 2 -1 \2" Deciduous Canopy 70' B & B 40' MIN. MS I 20T PREPARE ENTIRE PLANT Centurion Crabapple 1 -1/2" Deciduous Ornamental BED TO A 6' DEPTH B B 15' 6/6 WITH AMENDED TOPSOIL UNDISTURBED SUBGRADE PLANTING SCHEDULE LEGEND I KEY QTY BOTANICAL NAME COMMON NAME SIZE REMARKS MATURE HEIGHT COND MATURE SPREAD 0+ GT - 15 Gleditsia triacanthos inermis 'Skycole Skyline Honeylocust 2 -1 \2" Deciduous Can opy y 45' B & B 45' ( *6 Ornamentals located in north boundary planting; + GB 8 Ginkgo biloba 'Autumn Gold' Autumn Gold Ginkgo 2 -1 \2" Deciduous Canopy 45' B & B 35' By Huntington Bank (Required /Provided) + 0 OP 8 Quercus shumardii Shummard Oak 2 -1 \2" Deciduous Canopy 70' B & B 40' (Required /Provided) MS I 20T Malus 'Centzom' Centurion Crabapple 1 -1/2" Deciduous Ornamental 20' B B 15' 6/6 59/60 MA 8 Magnolia stellata 'Royal Star Royal Star Magnolia 2" kB Deciduous ornamental 15' -20' & B 10' -15' 0 MB 2 Magnolia x 'Betty' Betty Magnolia 4' Deciduous shrub 10' B & B 8' 0 TO 4 Thu ja occidentalis 'Techn Mission Arborvitae 4!—V Evergreen shrub ' B & B 51 JC 60 Juniperus chinensis 'Sea Green' Sea Green Juniper 18 " -24" Evergreen Shrub 3' No. 3 cont. 5' -6' JW 8 Juniperus scopu orum 'Welchi Welc h Juniper 15 "_18" Evergreen Shrub 15' No. 3 Cont. V PM 37 Pinus mugho 'Mops' Mops Mugho Pine 18 "_24" Evergreen Shrub 3' No. 3 Cant. 5' PN 22 Picea abies 'Nidiformis' it driesSpruce 18 " -24" Evergreen Shrub 3' N . 3 Cont. 6' RB 5 Rosa 'BAlset' Sunrise Sunset Shrub Rose 18 " -24" Deciduous Shrub 3' No. 3 Cont. 3' O'Robustus' CH 21 Cotoneaster horizontalis ockspray Cotoneaste 15" Semi— evergreen shrub 3' No. 3 Cont. 5' SB 31 Spiraea x bumalda Anthony Waterer Anthony Waterer Spirea 18 " -24" Deciduous Shrub 3' No 3 Cont. 4' -5' SG 57 Spiraea x bumalda 'Gold Flame' Gold Flame Spires 18 " -24" Deciduous Shrub 3' No. 3 Cont. 4' VC 9 Vlbumum carlesii Koreanspice Viburnum 18 " -24" Deciduous Shrub 5' No. 3 Cont. 5' PA ennisetum alopecuroides 20 'Hameln' Hameln Fountain Grass -18"-24" Ornamental Grass 30" No. 3 Cont. 24" LP 32 Urlope spicata Silver Dragon Silver Dragon Lily Turf 12" Evergreen Perennial 12" n No. 2 Cont. 24" PLANTING SUMMARY: Shade Trees Ornamental Shrubs Trees Greenbelt/Bufferyard Planting (West boundary) By Huntington Bank (Required /Provided) 19/9 14/6 65/0 By Weston Pointe ( /Provided) /10 /8 /67 ( *6 Ornamentals located in north boundary planting; 6 shade trees located in south boundary planting) Bufferyard /Parking Perimeter Planting (South boundary) By Huntington Bank (Required /Provided) 8/4 8/5 61/47 By Weston Pointe ( /Provided) /4 /3 116 Bufferyard /Parking Perimeter Planting (North boundary) (Required /Provided) 11/11 11/11 86/86 Parking Lot Perimeter Planting (East boundary) (Required /Provided) 4/4 6/6 59/60 PLANTING DETAIL NEVER CUT LEADER. THIN UP TO 1/3 NOT TO SCALE OF BRANCHES RETAINING NATURAL SHAPE OF TREE. DO NOT LEAVE STUBS ATTACH GUY WIRE AND HOSE ABOVE FIRST BRANCH. --- 4" WIDE TAPE CONSISTING OF STAKE TREES UNDER 3" CAL. USE WOOD - 2 LAYERS OF CRINKLED PAPER STAKES 3 PER TREE 0 120' CEMENTED TOGETHER, UP TO SET TOP OF ROOT 'J FIRST BRANCHES MASS 1" ABOVE GUY TREES 3" CAL. & LARGER USE 2 "x4" STAKES FINISH GRADE ' ' ' ;a; " DRIVEN BELOW GRADE. (3 STAKES 120' APART) „ 3 MULCH LAYER EXCAVATE HOLE 12 LARGER ' AS SPECIFIED SET TOP OF ROOT CROWN AT FINISH GRADE THAN ROOT BALL SPADE EDGE - CUT ALL BINDING AND REMOVE WRAPPING FROM SCARIFY SIDES OF HOLE TOP OF BALL NISH GRADE 3" MULCH LAYER AS SPECIFIED FINISH GRADE �; ;;, ; • „'_ l,t • 4" DIA. X 4" SAUCER AROUND PLANTING PIT _ PULVERIZE SOIL t% / EXCAVATED USE AS LE AND 1. X�� , BED PREPARATIO \ \ '�\ LOOSEN SUBGRADE AROUND C / \� `V 1 4 ARTS TOPSOIL 6 AND INSTALL SAND AS NEEDED TO PROVIDE /4 /PARTS TOM COMPOST ADEQUATE DRAINAGE AND AERATION STAKE TO BE 18 BELOW PIT IN r7 UNDISTURBED SUBGRADE SHRUB AND SMALL TREE UNDISTURBED SUBGRADE BASE PLANTING DETAIL NOT To SCALE SHADE TREE PLANTING DETAIL NOT TO SCALE U C W O w += w l� .� Z w p F-- N cn w O j n% WO N Q � 0 � N -i— O 0 a ON. D O o° o •� V � a a)::E 06 Z � Q O U a) c�C/) W W a- 0_ ca 0 W �(n C/) U CL - c i CJz `='W ° Q _j ceO a� rL (D QQ —� 0 0 0 O %a 04 O O O O O O +- O (n all O O O U M ' 0; O AP ve O N CCU N LL_ N ® •U •O cri C: .0 ::E W co co .o w cn o: jO � cri � CO2 Q U_ LAJ *10 Lim O cc Z _1 a) E L- U C1 4-- 4__ C 1 0 U ' C • ca AI= •o C: �1 Q— 0 -+- fn Project No.: LANDSCAPE PLAN X8.0 NOTICE: As an instrument of service, this Drawing is the property of the Architect and may be used only for this Project. Modifications to this Drawing may be made only by the Architect. ent Waterline