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07070007 Civil Construction Plans Rcv. 8/15/2007 DOCS
CONSTRUCTION PLAN INDEX DATE DESCRIPTION DES BY APP BY C0.0 TITLE SHEET REVISIONS PER TAC COMMENTS TCW C1.0 EXISTING TOPOGRAPHY EROSION CONTROL NOTES SHEET C4.1 C2.0 SITE PLAN EROSION CONTROL PLAN SHEET C4.0 A5 C3.0 GRADING AND DRAINAGE PLAN C4.0 STORMWATER POLLUTION PREVENTION PLAN C4.1 STORMWATER POLLUTION PREVENTION NOTES C4.2 STORMWATER POLLUTION PREVENTION DETAILS C5.0 UTILITY PLAN RECEIVING WATERS EROSION CONTROL NOTES SHEET C4.1 C7.0 SITE DETAILS EROSION CONTROL NOTES SHEET C4.1 A13 C7.1 SITE DETAILS A14 PEAK DISCHARGE CB.a LANDSCAPE PLAN ADJACENT LAND USE EROSION CONTROL NOTES SHEET C4.1 A16 CONSTRUCTION LIMITS EROSION CONTROL PLAN SHEET C4.0 A17 EXISTING VEGETATIVE COVER EROSION CONTROL NOTES SHEET C4.1 A18 SOILS MAP AND SOIL DESCRIPTIONS EROSION CONTROL NOTES SHEET C4.1 A19 PROPOSED STORMWATER SYSTEMS PLAN DATES: 06/22/2007 -- ADLS SUBMITTAL 07/16/2007 - SWPPP SUBMITTAL REVISION RECORD REV DATE DESCRIPTION DES BY APP BY EROSION CONTROL PLAN SHEET C4.0 08/13/07 REVISIONS PER TAC COMMENTS TCW DJP NATURE AND PURPOSE OF PROJECT EROSION CONTROL NOTES SHEET C4.1 A4 PROJECT SITE VICINITY MAP EROSION CONTROL PLAN SHEET C4.0 A5 LEGAL DESCRIPTION OF PROJECT SITE EROSION CONTROL NOTES SHEET C4.1 A6 LOTS AND PROPOSED SITE IMPROVEMENTS EROSION CONTROL PLAN SHEET C4.0 A7 HYDROLOGIC UNIT CODE (14 DIGIT) EROSION CONTROL NOTES SHEET C4.1 A8 STATE OR FEDERAL WATER QUALITY PERMITS EROSION CONTROL NOTES SHEET C4.1 A9 POINTS OF STORMWATER DISCHARGE FROM SITE EROSION CONTROL NOTES SHEET C4.1 i[i7 it 12 13 Lu 14 15 01 ASSESSMENT OF CONSTRUCTION PLAN ELEMENTS (Section A) # PLAN ELEMENT LOCATION Al INDEX OF REQUIRED PLAN ELEMENTS EROSION CONTROL PLAN SHEET C4.0 A2 BUILDING LOT NUMBERS /BOUNDARIES AND ROADS SITE IMPROVEMENT PLAN SHEET C2.0 A3 NATURE AND PURPOSE OF PROJECT EROSION CONTROL NOTES SHEET C4.1 A4 PROJECT SITE VICINITY MAP EROSION CONTROL PLAN SHEET C4.0 A5 LEGAL DESCRIPTION OF PROJECT SITE EROSION CONTROL NOTES SHEET C4.1 A6 LOTS AND PROPOSED SITE IMPROVEMENTS EROSION CONTROL PLAN SHEET C4.0 A7 HYDROLOGIC UNIT CODE (14 DIGIT) EROSION CONTROL NOTES SHEET C4.1 A8 STATE OR FEDERAL WATER QUALITY PERMITS EROSION CONTROL NOTES SHEET C4.1 A9 POINTS OF STORMWATER DISCHARGE FROM SITE EROSION CONTROL NOTES SHEET C4.1 A10 ADJACENT WETLANDS, LAKES AND WATER COURSES EROSION CONTROL NOTES SHEET C4.1 All RECEIVING WATERS EROSION CONTROL NOTES SHEET C4.1 Al2 POTENTIAL DISCHARGES TO GROUND WATER EROSION CONTROL NOTES SHEET C4.1 A13 FLOODPLAINS, FLOODWAYS AND FLOODWAY FRINGES EROSION CONTROL NOTES SHEET C4.1 A14 PEAK DISCHARGE EROSION CONTROL NOTES SHEET C4.1 A15 ADJACENT LAND USE EROSION CONTROL NOTES SHEET C4.1 A16 CONSTRUCTION LIMITS EROSION CONTROL PLAN SHEET C4.0 A17 EXISTING VEGETATIVE COVER EROSION CONTROL NOTES SHEET C4.1 A18 SOILS MAP AND SOIL DESCRIPTIONS EROSION CONTROL NOTES SHEET C4.1 A19 PROPOSED STORMWATER SYSTEMS GRADING & STORM SYSTEM SHEET Cl A20 OFF --SITE CONSTRUCTION ACTIVITIES GRADING & STORM SYSTEM SHEET Cl A21 PROPOSED SOIL STOCKPILES EROSION CONTROL PLAN SHEET C4.0 A22 SITE TOPOGRAPHY GRADING & STORM SYSTEM SHEET C3.0 A23 FINAL SITE TOPOGRAPHY GRADING & STORM SYSTEM SHEET C3.0 EROSION CONTROL PLAN - CONSTRUCTION COMPONENT (Section B) # PLAN ELEMENT LOCATION 61 POTENTIAL POLLUTANT SOURCES EROSION CONTROL NOTES SHEET C4.1 82 IMPLEMENTATION SEQUENCE EROSION CONTROL NOTES SHEET C4.1 B3 CONSTRUCTION ENTRANCE LOCATION PLAN SHEET C4.0; 84 CONTROL MEASURES FOR SHEET FLOW AREAS PLAN SHEET C4.0; NOTES SHEET C4.1 85 CONTROL MEASURES FOR CONCENTRATED FLOW AREAS PLAN SHEET C4.0; NOTES SHEET C4.1 86 INLET PROTECTION MEASURE LOCATIONS AND SPECS EROSION CONTROL NOTES SHEET C4.1 B7 RUNOFF CONTROL MEASURES PLAN SHEET C4.0; NOTES SHEET C4.1 88 STORM WATER OUTLET PROTECTION SPECIFICATIONS PLAN SHEET C4.0; NOTES SHEET C4.1 89 GRADE STABILIZATION STRUCTURES PLAN SHEET C4.0; NOTES SHEET C4.1 610 CONSTRUCTION DETAILS FOR CONTROL MEASURES PLAN SHEET C4.0; NOTES SHEET C4.1 811 TEMPORARY SURFACE STABILIZATION METHODS EROSION CONTROL NOTES SHEET C4.1 812 PERMANENT SURFACE STABIUZA11ON METHODS EROSION CONTROL NOTES SHEET C4.1 B13 MATERIAL HANDLING AND SPILL PREVENTION PLAN EROSION CONTROL NOTES SHEET C4.1 814 MONITORING AND MAINTENANCE GUIDELINES EROSION CONTROL NOTES SHEET C4.1 815 EROISION AND SEDIMENT CONTROL SPECIFICATIONS N/A EROSION CONTROL PLAN - POST- CONSTRUCTION COMPONENT (Section C) # PLAN ELEMENT LOCATION Cl POTENTIAL POLLUTANT SOURCES EROSION CONTROL NOTES SHEET C4.1 C2 IMPLEMENTATION SEQUENCE EROSION CONTROL NOTES SHEET C4.1 C3 PROPOSED STORMWATER QUALITY MEASURES EROSION CONTROL NOTES SHEET C4.1 C4 CONSTRUCTION DETAILS AND SPECIFICATIONS DETAIL SHEET C4.2 C5 EROSION CONTROL MAINTENANCE GUIDELINES EROSION CONTROL NOTES SHEET C4.1 12 13 14 X01 HMO I r L 421 J{j A-E State Road 334 W 116th St i PROJECT LOCATION W_.106th -_SL_ _. _____\ - 1 �` =_ W 1.46th_St_ _ _ -- l� , ' ,,\ �r VICINITY MAP NOT TO SCALE DEVELOPER: CIVIL ENGINEER: Civil Designs 2415 Directors Row Ste.E Indianapolis, In 46241 317-244-1968 FAX -244 -1969 6?7c07�)O() 15 • No PE910337 STATE OF 0e ♦1 ANP.e�, °,ems ,4 *4p /O N AI_ E '° IrrlIII DATE . 08/13/2007 V PROJECT NUMBER 07-170 DESIGN PHASE CONSTRUCTION J 4 _ PLAN NUMBER a I I4 SHEET 1 OF > >° N L HI R, F E 0 C no - A K 0 3 M 4 5 7 R 9 ----%,t, -___ .a.c � ift 11 Ell 13 14 i / -- - - I., I ,,, n I 1. - ` _,._t11A_ T _ __ 9 -----. *' / / TOR _= 901.83 .� ' •._g02 `� ✓ ! 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(D L ` \ � ` L ` L � \ \ 3 4 _ 5 _ � TED PARTNERSHIP AL `� EAT�R W| |N57R1JMENT # 'ro"erw Lino 6' Setback ~�U--.0 15' ELECTRIC EASEMENV 10' HL1*1(fing Setback \--151��ECTRIC EASEMENT CA CD 0 A 7Z-- PROPOSED BIKE (A PARKING Q) PROPOSED DUMPSTER (SEE THIS SHEET FOR "'EASEMENT Ab Q0 4 It d. 4 Wet QQ- Ij Al Owl Ln eq evisolol 4 U0 lj Cp Ole moo liv v EXISTING CURB TO BE REMOVED BACK TO CD PROPOSED CURB NO LOCK Now moo moo doo 13ENERAL NOTES 1 THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON' AND AROUND THE SITE. THE LOCATION AND SIZE OF Apo avo tO THESE UTILITIES MAY BE APPROXIMATE. THE ENGINEER SHALL NOT Soo 00W BE HELD LIABLE FOR ANY INACCURATE UTILITY INFORMATION INDICATED, IMPLIED, OR NOT INDICATED ON THESE PLANS. ago asp 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND MAINTAIN IN SERVICE ALL EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION UNLESS OTHERWISE INDICATED IN THE DRAWINGS. ANY PIPING, WHICH CAN BE REMOVED DURING CONSTRUCTION WITHOUT UNDUE INTERRUPTION .3 OF SERVICE MAY BE REMOVED AND REPLACED BY THE CONTRACTOR, AT HIS EXPENSE WITH THE PERMISSION OF THE OWNER. 3. BEFORE WORKING WITH OR AROUND EXISTING UTILITIES, THE APPLICABLE UTILITY COMPANY SHALL BE CONTACTED BY THE CONTRACTOR. UTILITY STATEMENT: A 4. THE CONTRACTOR SHALL PRESERVE AND PROTECT PROPERTY MARKERS, THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SECTION CORNERS, SURVEY MARKS AND CITY BENCH MARKS, SUCH AS SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES STONES, PIPES, OR OTHER MONUMENTS ENCOUNTERED. IF THE NO GUARANTEES THAT THE UNDERGROUND UTILITIES COMPRISE ALL CONTRACTOR MUST RELOCATE THE PROPERTY MARKERS OR MONUMENTS, THEIR LOCATION SHALL BE REFERENCED BY A REGISTERED LAND SUCH UTILITIES IN THE AREA, EITHER IN—SERVICE OR ABANDONED. THE SURVEYOR AND THE OWNER NOTIFIED BEFORE MOVING. ALL PROPERTY SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND MARKERS AND MONUMENTS RELOCATED DURING CONSTRUCTION SHALL BE UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH RE—ESTABLISHED BY A REGISTERED LAND SURVEYOR AT THE THE SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY k�\ CONTRACTOR'S EXPENSE. AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT % PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. %A 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH DAY GRAVEL AND LOOSE MATERIALS TRACKED, AND REMOVE ALL MUD, DIRT, A DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ON TO OTHER SITES, Z RIGHT—OF—WAYS, PUBLIC OR PRIVATE STREETS, DRIVEWAYS, YARDS, OR SIDEWALKS. THE CONTRACTOR MUST CLEAN DAILY IF NECESSARY. AS A RFnHCFR J�EXISTING | | HAMILTON COUNTY HWY DEPT NOTE 6. ROADWAY SURFACING AND BASE MATERIALS, OR ANY OTHER PROPERTY REMOVED OR DAMAGEO, SHALL BE REPLACED OR REPAIRED AS PROVIDED 0 VARIABLE RIGHT OF WAY SHOWN FOLLOWS THE PLATTED S ITE DATA: FOR IN THE SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS. RIGHT OF WAY. 7. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE EXISTING PAVEMENT SHALL BE SAW CUT TO PROVIDE A BUILDING DATA: ALL AUTOMOB|LE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED SMOOTH TRANSITION TO NEW PAVEMENT. BY FEDERAL, TATE COUNTY, CITY OR LOCAL AGENCIES. EVERY EFFORT BUILDING AREA 78OO± �F ' -- ' ' '''''''''' ' SHALL BE MADE BY THE CONTRACTOR TO PROVIDE FOR ACCESS TO REQUIRED WILLIAMS REALTY GROUP AND ANY AND ALL THE RESIDENCES ACROSS THE WORK AREA. SUCCESSORS AND ASSIGNS HEREBY WAIVE ALL RIGHTS STANDARD PARKING = J� SPACES (B` x 2O') 8' THE CONTRACTOR IS SOLELY AND COMPLETELY RESPONSIBLE FOR JOB TO PETITIO THE HAMILTON COUNTY HIGHWAY ^ ' SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS DEPTARTMENT, THE HAMILTON COUNTY BOARD OF HANDICAP PARKING = 2 SPACES PROJECT, INCLUDING EROSION CONTROL AND THE SAFETY OF ALL COMMISSIONERS, OR HAMILTON COUNTY, OR THE PERSONS AND PROPERTY; THIS REQUIREMENT SHALL APPLY CONTINUOUSLY SUCCESSOR UNIT OF GOVERNMENT TO BE RESPONSIBLE AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THE CONTRACTOR FOR THE MAINTENANCE OF THE INGRESS—EGRESS TOTAL REQUIRED PARKING = 32 SPACES SHALL DEFEND. INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER EASEMENT, OR TO HAVE THE EASEMENT CONSIDERED A PROPOSED PARKING HARMLESS FROM ALL LIABILITY, REAL, OR ALLEGED, IN CONNECTION WITH PUBLIC ROAD NECESSITATING MAINTENANCE BY THE PERFORMANCE DR WORK ON THE PROJECT EXCEPTING FOR LIABILITY UNIT OF GOVERNMENT. STANDARD PARKING = 38 SPACES (B` x 2O') AR|S)NG FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. ` ' 8 INFORMATION ON DETAIL DRAWINGS TAKES PRIORITY OVER ALL GENERAL HANDICAP PARKING = 2 SPACES ' ' - DRAWINGS AND SCHEDULES. CONFLICTS SHALL BE RESOLVED ACCORDINGLY. ----�-� TOTAL PROPOSED PARKING 40 SPACES :1ROr~OScD SITE c- /_c-13c-ND U| |U lO. WHEN CONNECTIONS ARE TO BE MADE TO EXISTING PIPING AND STRUCTURES OR WHERE CONSTRUCTION IS IN THE VICINITY OF LIGHT DUTY PAVEMENT HEAVY DUTY PAVEMENT CONCRETE PAVEMENT 6 11 CONCRETE CURB CONCRETE WHEEL STOP CONCRETE SIDEWALK @) CONCRETE CURB AND WALK HANDICAP SYME30L HANDICAP RAMP. HANDICAP SIGN DETAIL #/SH. # DETAIL 01/C7.0 NOT USED DETAIL 03/C7.0 DETAIL 05/C7.0 DETAIL 06/C7.0 DETAIL 07/C7.0 DETAIL 08/C7.0 DETAIL 09/C7.0 PxopuSEU pAxmmG xA_0 5.06 SPAC_S/1000 �i+ EXISTING p|p|NQ THE LOCATION AND ELEVATION OF THE EXISTING PIPING � SHALL BE FIELD VERIFIED AND NOTIFICATION GIVEN TO THE OWNER BICYCLE PARKING: 4 REQUIRED/4 PROVIDED IF THE EXISTING p|p/NG |5 FOUND TO BE DIFFERENT THAN THAT � SHOWN ON THE DRAWINGS. ZONING DATA: 11. FOR CLARITY OF THESE DRAWINGS, PIPES MAY NOT BE DRAWN TO SCALE � PROPOSED USE..-- OR EXACTLY LOCATED. � ZONING DISTRICT ....... GENERAL BUSINESS 12' IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CONTRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY OR LOCAL PERMITS FOR ANY ADJACENT ZONING CLASSIFICATIONS: AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED. THE CONTRACTOR � OR CONTRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED PERMITS NORTH ........ GENERAL BUSINESS BY ANY OR ALL AGENCIES MENTIONED ABOVE UNLESS OTHERWISE NOTED �O U/ SOUTH ' ' QENERAL BUSINESS IN THE CONTRACT 0R SPECIFICATIONS. ALL ASSOCIATED BONDING |8 REQUIREMENTS AND COSTS ARE INCIDENTAL TO THE CONTRACT. PROJECT LOCATION LO \/|[l}N|T~f MAP NOT TO SCALE LEGAL DESCRIPTION — Weston Pointe Site C-Ouuot3 Port or the Soumweot Quarter or Section O. Township 17 North, Range 3 Eost, Cloy Township, Hamilton CounLy, Indiana described as follows: Commencing at the northeast corner of the Southwest Quarter of Section 6, Township 17 Nnrth, Range J East; thence South 88 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 Plot of Townes at Weston Pointe Section 1 recorded in instrument number 200400087374. Plot Cob/net 3, Slide 188 in the Office or the Recorder or Hamilton County, Indiana; thence continuing South 89 degrees 58 minutes 26 seconds West along the north line of said Southwest Quarter 537.13 fonL to the POINT OF BEGINNING; thence South 15 degrees 04 minutes 18 seconds East 135.52 [oo� toonoo South 74 degrees 55 minutes 44 seconds West 51.50 feet; thence South 15 dngnann 04 minutes 18 seconds East 28.50 foot; thence South 74 degrees 55 minutes 48 seconds West 218.15 feet to the eastern right-of-way line or Michigan Rood (U.S. *21); thence along said right-of-way |/no, North 15 degrees 04 minutos 16 seconds West 237.13 feet to the line of said Southwest Quarter; thence along said north line North Og degrees 56 minutes 26 seconds East 282.28 feet to the POINT OF BEG|wm|wG. containing 53.135 oquona feet or 1.22 ooreo, more or less. 7^ CONCRETE PAVEMENT r- M f-1%. -r ../-%. r- r^mc U %j L-. '."L- L- � � ' ' 8. EXPANSION-/ JOINT TYPCIAL SECTION BLACK METAL GATE WITH BLACK PRIVACY FILLER PANELS MOUNTED TO BACK OF PICKETS BRICK TO MATCH BUILDING COLOR AND TYPE. REBAR REINFORCEMENT CONCRETE FOUNDATION / l2' ^ -O / CANE BOLT HOLE � -1 73' CONCRETE SLAB PLAN BLACK METAL GATE CROSS SECTION BRICK TO MATCH BUILDING COLOR AND TYPE. 5^ DIA. STANDARD STEEL PIPE BOLLARD SEE DETAIL HOLEY MDLEY SAYS nFl|G SAFELY" 13' THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE lRASH — C-- --'- ~-'''~ FIELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL BUILDING SETBACKS:. BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE NOT TO SCALE �~/^�' n|7^/��l-���� LAVV' ENT|RE CONSTRUC�ON SCHEOULE. iF ANY D|SCREPANC!ES ARE FOUND |N / / �� / / /^- THESE ENGINEERING PLANS FROM ACTUAL FIELD O|MENS|ONS, THE CONTRACTOR CALL 2 WORKING DAYS BEFORE YOU DIG SHALL CONTACT THE ENGINEER IMMEDIATELY. 1-800-382-5544 14' ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT CALL TOLL FREE � STANDARDS AND SPECIFICATIONS OF THE FFnFnm �r�rr rn/ /mrv r/rv n� PER INDIANA STATE LAW |C8-1 -2O. IT IS AGAINST THE LAW TO EXCAVATE LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. O LOCATION SERVICE TWO (2) WORKING , DAYS BEFORE COMMENCING WORK. 10 12 13 714- 16 REVISION RECORD (:D 08-13-2007 REVISIONS PER TAC COMMENTS 0 M. STATE OF DATE: 08/13/2007 DWN BY: MAT CHKD. BY: DIVIG SCALE: I if = 20 -DATE: 06/11/2007 Civil Designs a«ls Directors Row Ste.s Indianapolis, In 4e241 317-244-1e68 rpx-244-1969 rod to Z < 2 W% Ljj 0 PROJECT NUMBER 07-170 DESIGN PHASE CONSTRUCTION PLAN NUMBER SHEET 3 OF I I _ ��A _- --- LIGHT DUTY PAVEMENT HEAVY DUTY PAVEMENT CONCRETE PAVEMENT 6 11 CONCRETE CURB CONCRETE WHEEL STOP CONCRETE SIDEWALK @) CONCRETE CURB AND WALK HANDICAP SYME30L HANDICAP RAMP. HANDICAP SIGN DETAIL #/SH. # DETAIL 01/C7.0 NOT USED DETAIL 03/C7.0 DETAIL 05/C7.0 DETAIL 06/C7.0 DETAIL 07/C7.0 DETAIL 08/C7.0 DETAIL 09/C7.0 PxopuSEU pAxmmG xA_0 5.06 SPAC_S/1000 �i+ EXISTING p|p|NQ THE LOCATION AND ELEVATION OF THE EXISTING PIPING � SHALL BE FIELD VERIFIED AND NOTIFICATION GIVEN TO THE OWNER BICYCLE PARKING: 4 REQUIRED/4 PROVIDED IF THE EXISTING p|p/NG |5 FOUND TO BE DIFFERENT THAN THAT � SHOWN ON THE DRAWINGS. ZONING DATA: 11. FOR CLARITY OF THESE DRAWINGS, PIPES MAY NOT BE DRAWN TO SCALE � PROPOSED USE..-- OR EXACTLY LOCATED. � ZONING DISTRICT ....... GENERAL BUSINESS 12' IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CONTRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY OR LOCAL PERMITS FOR ANY ADJACENT ZONING CLASSIFICATIONS: AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED. THE CONTRACTOR � OR CONTRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED PERMITS NORTH ........ GENERAL BUSINESS BY ANY OR ALL AGENCIES MENTIONED ABOVE UNLESS OTHERWISE NOTED �O U/ SOUTH ' ' QENERAL BUSINESS IN THE CONTRACT 0R SPECIFICATIONS. ALL ASSOCIATED BONDING |8 REQUIREMENTS AND COSTS ARE INCIDENTAL TO THE CONTRACT. PROJECT LOCATION LO \/|[l}N|T~f MAP NOT TO SCALE LEGAL DESCRIPTION — Weston Pointe Site C-Ouuot3 Port or the Soumweot Quarter or Section O. Township 17 North, Range 3 Eost, Cloy Township, Hamilton CounLy, Indiana described as follows: Commencing at the northeast corner of the Southwest Quarter of Section 6, Township 17 Nnrth, Range J East; thence South 88 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 Plot of Townes at Weston Pointe Section 1 recorded in instrument number 200400087374. Plot Cob/net 3, Slide 188 in the Office or the Recorder or Hamilton County, Indiana; thence continuing South 89 degrees 58 minutes 26 seconds West along the north line of said Southwest Quarter 537.13 fonL to the POINT OF BEGINNING; thence South 15 degrees 04 minutes 18 seconds East 135.52 [oo� toonoo South 74 degrees 55 minutes 44 seconds West 51.50 feet; thence South 15 dngnann 04 minutes 18 seconds East 28.50 foot; thence South 74 degrees 55 minutes 48 seconds West 218.15 feet to the eastern right-of-way line or Michigan Rood (U.S. *21); thence along said right-of-way |/no, North 15 degrees 04 minutos 16 seconds West 237.13 feet to the line of said Southwest Quarter; thence along said north line North Og degrees 56 minutes 26 seconds East 282.28 feet to the POINT OF BEG|wm|wG. containing 53.135 oquona feet or 1.22 ooreo, more or less. 7^ CONCRETE PAVEMENT r- M f-1%. -r ../-%. r- r^mc U %j L-. '."L- L- � � ' ' 8. EXPANSION-/ JOINT TYPCIAL SECTION BLACK METAL GATE WITH BLACK PRIVACY FILLER PANELS MOUNTED TO BACK OF PICKETS BRICK TO MATCH BUILDING COLOR AND TYPE. REBAR REINFORCEMENT CONCRETE FOUNDATION / l2' ^ -O / CANE BOLT HOLE � -1 73' CONCRETE SLAB PLAN BLACK METAL GATE CROSS SECTION BRICK TO MATCH BUILDING COLOR AND TYPE. 5^ DIA. STANDARD STEEL PIPE BOLLARD SEE DETAIL HOLEY MDLEY SAYS nFl|G SAFELY" 13' THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE lRASH — C-- --'- ~-'''~ FIELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL BUILDING SETBACKS:. BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE NOT TO SCALE �~/^�' n|7^/��l-���� LAVV' ENT|RE CONSTRUC�ON SCHEOULE. iF ANY D|SCREPANC!ES ARE FOUND |N / / �� / / /^- THESE ENGINEERING PLANS FROM ACTUAL FIELD O|MENS|ONS, THE CONTRACTOR CALL 2 WORKING DAYS BEFORE YOU DIG SHALL CONTACT THE ENGINEER IMMEDIATELY. 1-800-382-5544 14' ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT CALL TOLL FREE � STANDARDS AND SPECIFICATIONS OF THE FFnFnm �r�rr rn/ /mrv r/rv n� PER INDIANA STATE LAW |C8-1 -2O. IT IS AGAINST THE LAW TO EXCAVATE LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. O LOCATION SERVICE TWO (2) WORKING , DAYS BEFORE COMMENCING WORK. 10 12 13 714- 16 REVISION RECORD (:D 08-13-2007 REVISIONS PER TAC COMMENTS 0 M. STATE OF DATE: 08/13/2007 DWN BY: MAT CHKD. BY: DIVIG SCALE: I if = 20 -DATE: 06/11/2007 Civil Designs a«ls Directors Row Ste.s Indianapolis, In 4e241 317-244-1e68 rpx-244-1969 rod to Z < 2 W% Ljj 0 PROJECT NUMBER 07-170 DESIGN PHASE CONSTRUCTION PLAN NUMBER SHEET 3 OF I I DETAIL #/SH. # DETAIL 01/C7.0 NOT USED DETAIL 03/C7.0 DETAIL 05/C7.0 DETAIL 06/C7.0 DETAIL 07/C7.0 DETAIL 08/C7.0 DETAIL 09/C7.0 PxopuSEU pAxmmG xA_0 5.06 SPAC_S/1000 �i+ EXISTING p|p|NQ THE LOCATION AND ELEVATION OF THE EXISTING PIPING � SHALL BE FIELD VERIFIED AND NOTIFICATION GIVEN TO THE OWNER BICYCLE PARKING: 4 REQUIRED/4 PROVIDED IF THE EXISTING p|p/NG |5 FOUND TO BE DIFFERENT THAN THAT � SHOWN ON THE DRAWINGS. ZONING DATA: 11. FOR CLARITY OF THESE DRAWINGS, PIPES MAY NOT BE DRAWN TO SCALE � PROPOSED USE..-- OR EXACTLY LOCATED. � ZONING DISTRICT ....... GENERAL BUSINESS 12' IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CONTRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY OR LOCAL PERMITS FOR ANY ADJACENT ZONING CLASSIFICATIONS: AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED. THE CONTRACTOR � OR CONTRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED PERMITS NORTH ........ GENERAL BUSINESS BY ANY OR ALL AGENCIES MENTIONED ABOVE UNLESS OTHERWISE NOTED �O U/ SOUTH ' ' QENERAL BUSINESS IN THE CONTRACT 0R SPECIFICATIONS. ALL ASSOCIATED BONDING |8 REQUIREMENTS AND COSTS ARE INCIDENTAL TO THE CONTRACT. PROJECT LOCATION LO \/|[l}N|T~f MAP NOT TO SCALE LEGAL DESCRIPTION — Weston Pointe Site C-Ouuot3 Port or the Soumweot Quarter or Section O. Township 17 North, Range 3 Eost, Cloy Township, Hamilton CounLy, Indiana described as follows: Commencing at the northeast corner of the Southwest Quarter of Section 6, Township 17 Nnrth, Range J East; thence South 88 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 Plot of Townes at Weston Pointe Section 1 recorded in instrument number 200400087374. Plot Cob/net 3, Slide 188 in the Office or the Recorder or Hamilton County, Indiana; thence continuing South 89 degrees 58 minutes 26 seconds West along the north line of said Southwest Quarter 537.13 fonL to the POINT OF BEGINNING; thence South 15 degrees 04 minutes 18 seconds East 135.52 [oo� toonoo South 74 degrees 55 minutes 44 seconds West 51.50 feet; thence South 15 dngnann 04 minutes 18 seconds East 28.50 foot; thence South 74 degrees 55 minutes 48 seconds West 218.15 feet to the eastern right-of-way line or Michigan Rood (U.S. *21); thence along said right-of-way |/no, North 15 degrees 04 minutos 16 seconds West 237.13 feet to the line of said Southwest Quarter; thence along said north line North Og degrees 56 minutes 26 seconds East 282.28 feet to the POINT OF BEG|wm|wG. containing 53.135 oquona feet or 1.22 ooreo, more or less. 7^ CONCRETE PAVEMENT r- M f-1%. -r ../-%. r- r^mc U %j L-. '."L- L- � � ' ' 8. EXPANSION-/ JOINT TYPCIAL SECTION BLACK METAL GATE WITH BLACK PRIVACY FILLER PANELS MOUNTED TO BACK OF PICKETS BRICK TO MATCH BUILDING COLOR AND TYPE. REBAR REINFORCEMENT CONCRETE FOUNDATION / l2' ^ -O / CANE BOLT HOLE � -1 73' CONCRETE SLAB PLAN BLACK METAL GATE CROSS SECTION BRICK TO MATCH BUILDING COLOR AND TYPE. 5^ DIA. STANDARD STEEL PIPE BOLLARD SEE DETAIL HOLEY MDLEY SAYS nFl|G SAFELY" 13' THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE lRASH — C-- --'- ~-'''~ FIELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL BUILDING SETBACKS:. BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE NOT TO SCALE �~/^�' n|7^/��l-���� LAVV' ENT|RE CONSTRUC�ON SCHEOULE. iF ANY D|SCREPANC!ES ARE FOUND |N / / �� / / /^- THESE ENGINEERING PLANS FROM ACTUAL FIELD O|MENS|ONS, THE CONTRACTOR CALL 2 WORKING DAYS BEFORE YOU DIG SHALL CONTACT THE ENGINEER IMMEDIATELY. 1-800-382-5544 14' ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT CALL TOLL FREE � STANDARDS AND SPECIFICATIONS OF THE FFnFnm �r�rr rn/ /mrv r/rv n� PER INDIANA STATE LAW |C8-1 -2O. IT IS AGAINST THE LAW TO EXCAVATE LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. O LOCATION SERVICE TWO (2) WORKING , DAYS BEFORE COMMENCING WORK. 10 12 13 714- 16 REVISION RECORD (:D 08-13-2007 REVISIONS PER TAC COMMENTS 0 M. STATE OF DATE: 08/13/2007 DWN BY: MAT CHKD. BY: DIVIG SCALE: I if = 20 -DATE: 06/11/2007 Civil Designs a«ls Directors Row Ste.s Indianapolis, In 4e241 317-244-1e68 rpx-244-1969 rod to Z < 2 W% Ljj 0 PROJECT NUMBER 07-170 DESIGN PHASE CONSTRUCTION PLAN NUMBER SHEET 3 OF I I PxopuSEU pAxmmG xA_0 5.06 SPAC_S/1000 �i+ EXISTING p|p|NQ THE LOCATION AND ELEVATION OF THE EXISTING PIPING � SHALL BE FIELD VERIFIED AND NOTIFICATION GIVEN TO THE OWNER BICYCLE PARKING: 4 REQUIRED/4 PROVIDED IF THE EXISTING p|p/NG |5 FOUND TO BE DIFFERENT THAN THAT � SHOWN ON THE DRAWINGS. ZONING DATA: 11. FOR CLARITY OF THESE DRAWINGS, PIPES MAY NOT BE DRAWN TO SCALE � PROPOSED USE..-- OR EXACTLY LOCATED. � ZONING DISTRICT ....... GENERAL BUSINESS 12' IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CONTRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY OR LOCAL PERMITS FOR ANY ADJACENT ZONING CLASSIFICATIONS: AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED. THE CONTRACTOR � OR CONTRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED PERMITS NORTH ........ GENERAL BUSINESS BY ANY OR ALL AGENCIES MENTIONED ABOVE UNLESS OTHERWISE NOTED �O U/ SOUTH ' ' QENERAL BUSINESS IN THE CONTRACT 0R SPECIFICATIONS. ALL ASSOCIATED BONDING |8 REQUIREMENTS AND COSTS ARE INCIDENTAL TO THE CONTRACT. PROJECT LOCATION LO \/|[l}N|T~f MAP NOT TO SCALE LEGAL DESCRIPTION — Weston Pointe Site C-Ouuot3 Port or the Soumweot Quarter or Section O. Township 17 North, Range 3 Eost, Cloy Township, Hamilton CounLy, Indiana described as follows: Commencing at the northeast corner of the Southwest Quarter of Section 6, Township 17 Nnrth, Range J East; thence South 88 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 Plot of Townes at Weston Pointe Section 1 recorded in instrument number 200400087374. Plot Cob/net 3, Slide 188 in the Office or the Recorder or Hamilton County, Indiana; thence continuing South 89 degrees 58 minutes 26 seconds West along the north line of said Southwest Quarter 537.13 fonL to the POINT OF BEGINNING; thence South 15 degrees 04 minutes 18 seconds East 135.52 [oo� toonoo South 74 degrees 55 minutes 44 seconds West 51.50 feet; thence South 15 dngnann 04 minutes 18 seconds East 28.50 foot; thence South 74 degrees 55 minutes 48 seconds West 218.15 feet to the eastern right-of-way line or Michigan Rood (U.S. *21); thence along said right-of-way |/no, North 15 degrees 04 minutos 16 seconds West 237.13 feet to the line of said Southwest Quarter; thence along said north line North Og degrees 56 minutes 26 seconds East 282.28 feet to the POINT OF BEG|wm|wG. containing 53.135 oquona feet or 1.22 ooreo, more or less. 7^ CONCRETE PAVEMENT r- M f-1%. -r ../-%. r- r^mc U %j L-. '."L- L- � � ' ' 8. EXPANSION-/ JOINT TYPCIAL SECTION BLACK METAL GATE WITH BLACK PRIVACY FILLER PANELS MOUNTED TO BACK OF PICKETS BRICK TO MATCH BUILDING COLOR AND TYPE. REBAR REINFORCEMENT CONCRETE FOUNDATION / l2' ^ -O / CANE BOLT HOLE � -1 73' CONCRETE SLAB PLAN BLACK METAL GATE CROSS SECTION BRICK TO MATCH BUILDING COLOR AND TYPE. 5^ DIA. STANDARD STEEL PIPE BOLLARD SEE DETAIL HOLEY MDLEY SAYS nFl|G SAFELY" 13' THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE lRASH — C-- --'- ~-'''~ FIELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL BUILDING SETBACKS:. BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE NOT TO SCALE �~/^�' n|7^/��l-���� LAVV' ENT|RE CONSTRUC�ON SCHEOULE. iF ANY D|SCREPANC!ES ARE FOUND |N / / �� / / /^- THESE ENGINEERING PLANS FROM ACTUAL FIELD O|MENS|ONS, THE CONTRACTOR CALL 2 WORKING DAYS BEFORE YOU DIG SHALL CONTACT THE ENGINEER IMMEDIATELY. 1-800-382-5544 14' ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT CALL TOLL FREE � STANDARDS AND SPECIFICATIONS OF THE FFnFnm �r�rr rn/ /mrv r/rv n� PER INDIANA STATE LAW |C8-1 -2O. IT IS AGAINST THE LAW TO EXCAVATE LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. O LOCATION SERVICE TWO (2) WORKING , DAYS BEFORE COMMENCING WORK. 10 12 13 714- 16 REVISION RECORD (:D 08-13-2007 REVISIONS PER TAC COMMENTS 0 M. STATE OF DATE: 08/13/2007 DWN BY: MAT CHKD. BY: DIVIG SCALE: I if = 20 -DATE: 06/11/2007 Civil Designs a«ls Directors Row Ste.s Indianapolis, In 4e241 317-244-1e68 rpx-244-1969 rod to Z < 2 W% Ljj 0 PROJECT NUMBER 07-170 DESIGN PHASE CONSTRUCTION PLAN NUMBER SHEET 3 OF I I PROJECT LOCATION LO \/|[l}N|T~f MAP NOT TO SCALE LEGAL DESCRIPTION — Weston Pointe Site C-Ouuot3 Port or the Soumweot Quarter or Section O. Township 17 North, Range 3 Eost, Cloy Township, Hamilton CounLy, Indiana described as follows: Commencing at the northeast corner of the Southwest Quarter of Section 6, Township 17 Nnrth, Range J East; thence South 88 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 Plot of Townes at Weston Pointe Section 1 recorded in instrument number 200400087374. Plot Cob/net 3, Slide 188 in the Office or the Recorder or Hamilton County, Indiana; thence continuing South 89 degrees 58 minutes 26 seconds West along the north line of said Southwest Quarter 537.13 fonL to the POINT OF BEGINNING; thence South 15 degrees 04 minutes 18 seconds East 135.52 [oo� toonoo South 74 degrees 55 minutes 44 seconds West 51.50 feet; thence South 15 dngnann 04 minutes 18 seconds East 28.50 foot; thence South 74 degrees 55 minutes 48 seconds West 218.15 feet to the eastern right-of-way line or Michigan Rood (U.S. *21); thence along said right-of-way |/no, North 15 degrees 04 minutos 16 seconds West 237.13 feet to the line of said Southwest Quarter; thence along said north line North Og degrees 56 minutes 26 seconds East 282.28 feet to the POINT OF BEG|wm|wG. containing 53.135 oquona feet or 1.22 ooreo, more or less. 7^ CONCRETE PAVEMENT r- M f-1%. -r ../-%. r- r^mc U %j L-. '."L- L- � � ' ' 8. EXPANSION-/ JOINT TYPCIAL SECTION BLACK METAL GATE WITH BLACK PRIVACY FILLER PANELS MOUNTED TO BACK OF PICKETS BRICK TO MATCH BUILDING COLOR AND TYPE. REBAR REINFORCEMENT CONCRETE FOUNDATION / l2' ^ -O / CANE BOLT HOLE � -1 73' CONCRETE SLAB PLAN BLACK METAL GATE CROSS SECTION BRICK TO MATCH BUILDING COLOR AND TYPE. 5^ DIA. STANDARD STEEL PIPE BOLLARD SEE DETAIL HOLEY MDLEY SAYS nFl|G SAFELY" 13' THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE lRASH — C-- --'- ~-'''~ FIELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL BUILDING SETBACKS:. BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE NOT TO SCALE �~/^�' n|7^/��l-���� LAVV' ENT|RE CONSTRUC�ON SCHEOULE. iF ANY D|SCREPANC!ES ARE FOUND |N / / �� / / /^- THESE ENGINEERING PLANS FROM ACTUAL FIELD O|MENS|ONS, THE CONTRACTOR CALL 2 WORKING DAYS BEFORE YOU DIG SHALL CONTACT THE ENGINEER IMMEDIATELY. 1-800-382-5544 14' ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT CALL TOLL FREE � STANDARDS AND SPECIFICATIONS OF THE FFnFnm �r�rr rn/ /mrv r/rv n� PER INDIANA STATE LAW |C8-1 -2O. IT IS AGAINST THE LAW TO EXCAVATE LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. O LOCATION SERVICE TWO (2) WORKING , DAYS BEFORE COMMENCING WORK. 10 12 13 714- 16 REVISION RECORD (:D 08-13-2007 REVISIONS PER TAC COMMENTS 0 M. STATE OF DATE: 08/13/2007 DWN BY: MAT CHKD. BY: DIVIG SCALE: I if = 20 -DATE: 06/11/2007 Civil Designs a«ls Directors Row Ste.s Indianapolis, In 4e241 317-244-1e68 rpx-244-1969 rod to Z < 2 W% Ljj 0 PROJECT NUMBER 07-170 DESIGN PHASE CONSTRUCTION PLAN NUMBER SHEET 3 OF I I M. STATE OF DATE: 08/13/2007 DWN BY: MAT CHKD. BY: DIVIG SCALE: I if = 20 -DATE: 06/11/2007 Civil Designs a«ls Directors Row Ste.s Indianapolis, In 4e241 317-244-1e68 rpx-244-1969 rod to Z < 2 W% Ljj 0 PROJECT NUMBER 07-170 DESIGN PHASE CONSTRUCTION PLAN NUMBER SHEET 3 OF I I Civil Designs a«ls Directors Row Ste.s Indianapolis, In 4e241 317-244-1e68 rpx-244-1969 rod to Z < 2 W% Ljj 0 PROJECT NUMBER 07-170 DESIGN PHASE CONSTRUCTION PLAN NUMBER SHEET 3 OF I I wy L P xV i G| F| E C A 2 z _ � _ STRUCTURE 100 TOR = 904.85 ('TA INV. (S) 901.75 NEENAH R-3405 EMENV 20 LF OF 41, PVC Ic 15.40 UNDERDRAIN (TYP) TC 906-13 8C 905.63 tole tal 1k k 000 Ic C3 eC A%) DIE V00> CP%N fn Nk 0 3 It It ki 5 _ 101 7 � ALTUM'S REALTY LIMITED PARTNERSHIP INSTRUMENT #9Q-45727 - ---gos------ ----_------ ------------_'go7---- p'"w°n Line ^ ^.`�,._~__ "0 goo 20 LF'OF 4" Pvc UNDERDRAIN (TYP) TYPE M INLET TOR = 904.95 I NV. 1901.22 (E) INV. (N) 901.22 � \ ` \ ` Nk HOLEY MOLEY SAYS "DIG SAFELY" V,k\ n�-F/«� THE LAW' / / �� CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-382-5544 CALL TOLL FREE PER INDIANA STATE LAW |C8-1-26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS B[R]RE COMMENCING WORK. ~ 2 _ 3 _ 4 _ � 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. I 7 Of 10 12 13 14 15 16 —u- ___----- og- `�' A. rog 7L 15' UTILITY EASEMENT suo STRUCTURE 1/03 4/ INV. (S) A 901.Op Jac �_4 -kA Ic Ij Z/111 ro ` \^ ` ` ` ` ` `^ `. ` -. ` -^` �~ NN woo 000 NN ` 4 mmvnuLE ` 13R/\D| N[5 NOTES FOR = 905,06 (W) = , 90]�7 1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT (N) \ 8����O8P�R<��3��EBD��.�U��C� ' \ OR LOCAL REOU|RBWENTS, WHICHEVER HAS JURISDICTION. ENAH R-301 STRUCTURE \ ` �. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO \ ' STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR *uu«~~SWInL *S-2\ ` ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS TOR = GO5.7O \ \ � FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE |N\( (VV ' . = QOO78 \ ' ENGINEER IMMEDIATELY. \ ` `^ \ � {NV. (SE) = QOO'7� \ \ 3. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. . ` VER{FY 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 ON \ \ ` SITE. ALL VERIFICATIONS (LOCATION, SIZE AND DEPTH) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER \ ` � \ � EX|3llNQ 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 BACKF|LLED COMPLETELY A `` \ WITH ENGINEERED GRANULAR WATER/AL IF WITHIN 5 FEET OF PAVEMENT. 8. AFTER STRIPPING TOPSOIL WATER|AL, PROOFROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS F UNSUITABLE MATER/AL. THE NECESSITY FOR SUBD 'NS ' REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE \ \ ` DETERMINED AT THE TIME OF CONSTRUCTION. 7. PROVIDE POSITIVE DRAINAGE WITHOUT PONO|NQ. 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. 8 S� APPROPRIATE DB�� � DETERMINE 8U��DE ELEVATIONS BELOW � FINISH GRADE ELEVATIONS INDICATED. 10' FLOW LINE ELEVATIONS ARE GIVEN AT [NO OF CONCRETE END SECTIONS. - - - ' SHOULD 8E LABELED "DUMP N� WASTE — DRAINS TO- ""� "�` CASTINGS 0 WATERWAY � I \ ` � \� \ \ \\ r \� m \� CIVIL DE IGNS TBM41 CUT 'Y' IN GUTTER F CURB 317.47'± EAST OF CENTERLINE OF | MICHIGAN ROAD (U.S. 421) CIVIL DESIGNS TBMW2 CUT 'Y^IN GUTTER OF CURB 746J5'±EAST OF CENTERLINE OF MICHIGAN ROAD (U.S. 421) PROJECT LOCATION 0 Cn VICINITY MAP NOT TO SCALE ~ ~ 9 ~�._U_-�~ ho [11 hz 113 T 4 REVISION RECORD Tj 08-13-2007 REVISIONS PER TAC COMMENTS 0 I It - 201 DATE: 0 S# ST C) 9 VIA STATE OF we 4AIL) IMA�G_ DATE: 08/13/2007 DWN BY: MAT CHKID. 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( ...... \ ...... / �, ,, . . . . . . . / 'K c ` C ; 1�1 // j f /.' t�'. `_ NOl OSTINd AREA �� a ` '/ c <� �� '�� { ' \ 1/ \ 1/ 4 a // ,I /� i; 4 '� ! / r ` J POR` A -LET _ t� a < <, \��. � � � ° ; LOCATIONS _, + ��_ ,/ � i `r - ^. a ONCRETE WASHOUT' ``f <, i/ ,, . d J \1/ \1/ - 11 ; 4\ 1! ! / i ; ',' _ �- 1 :, ' //'i / t I I` - / ` I �1 , ; 1 I �, . -' r= •J: .. `\ �:, - n 11 ° _ , >50 � 4 11 ' J ,\ �`r li �\ CONSTRUCTION ENTRANCE J 4/ I� - - I :- q \ J fi/ \\ \� t jj , 1 t I � i `, t I! ; _ - 'l \\ �' `, ` �, `r C� ,� \ ,I X ` _ ,- r� �. # � 4 \ \ \ `� i \ l t t }\ 1 1 -. �� .� 1 t \ ` 1 4 _.. -- r .. . �i t >> 1 �� ` /_ _ �� �� i 1 + �� - . t .I: \`. )t i ._1_ ,, 4 t 4 t�., r ` \� __ I !' l �'; ,t + `, \\ 4 v: !i ,iii \ �t + ,\ t \\ � �\ . _ - ,, ; ` t ; % i \ ,, , t 1 ,� \ i \� , 1 \ i t 1 \ ';t t I \ v v ti v 11 �' it ` �� ,� `,\ '' �� _SEQUENCE OF EROSION CONTROL MEASURES IMPLEMENTATION � \ `� \ `r \ INITIAL SETUP \� % ,t d F RAN N R RO N AT V 1 ,� CALL 0 U DEG U D LOC E TO ER1FY LOCATION OF EXISTING UTILITIES ' \. 1\ ` 0 NOTIFY HCSO AGENT AND IDEM 48 HOURS IN ADVANCE OF BEGINNING WORK. FLAG OR DENOTE ALL CONSTRUCTION LIMITS �1 INSTALL CONSTRUCTION ENTRANCE. \, ��� 0 INSTALL PERIMETER SILT FENCE. .\ V\ ,�• POST A NOTICE OF PROJECT IN PUBLICLY ACCESSIBLE LOCATION NEAR PROJECT FIELD \� `\ OFFICE, TO INCLUDE A COPY OF COMPLEETED NOI LETTER, NPDES PERMIT NUMBER ,, (IF AVAILABLE), AND NAME, COMPANY NAME, AND CONTACT PERSON TELEPHONE EROSION CONTROL NOTES 1 %, NUMBER. i\ INSTALL CONCRETE WASHOUT AREA. 1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT � \\ 0 INSTALL DANDY BAGS AND SANDBAG INLET PROTECTION FOR EXISTING STRUCTURES. STANDARDS ANO SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR . \I 0 BEGIN TOPSOIL REMOVAL TO STOCKPILE AREA AND ROUGH GRADE. LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. • BEGIN SEEDING AND MULCHING PROGRAM (TEMPORARY 5EE ALL DISTURBED AREAS). 1 i\ IMPLEMENT SELF -- MONITORING PROGRAM. 2. LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING %\ e INSTALL ADDITIONAL SILT FENCES OR OTHER SUCH BMP AS REQUIRED. REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. t 1 ti! \, 1 %\` "IT'S THE L AAA!" � `' CALL 2 WORKING DAYS BEFORE YOU DIG ; % - _ � v �\ goo �2�44 CALL TOLL FREE � 11 PER INDIANA STATE LAW IC8-- 1 ---26. ' - �� IT IS AGAINST THE LAW TO EXCAVATE +� Vii' � ` WITHOUT NOTIFYING THE UNDERGROUND \ LOCATION SERVICE TWO 2 WORKING \ - ��� f.- \, . � ,' DAYS BEFORE COMMENCING WORK. HIV.'' �� ,, %\\ \ \ 1 \� ,�\ \, �, '\ ,.1 "I 4 ' %11 �`� ,\ 1'\ 1 , \\ .• 1 , }} tL !7 - \ -, �." *-; _ ') ;; r) i i t . � _, -.._ I 421 (ASSUMED NORTH) If 1 11 l 1 J ., E 4 ._._ . -- - - State Road 334 ��. � _ _ _ s _ __ w 11 stn St _ _ . _ _ __ .!. I_ ,` ti - =- ' ��\ �!!- t ! , \ ;1 , !) � a ' J I ' , .,a / ; , C' -. 1% N•.• T •• f �® • • V0S i tw • •+ ® 1 �". Q- d - ., . • .. ' N� + PE910337 • .. Or ••.••• �I �** �,� �8,ON Ai- O ,�® �d���re��r��o °� -7_- , �/ ,� _ I� �\ ...- .. _ . J�� __._ _..__ I . ,; � I I �� 1 s t ,t. __ - -_ I J _ _. -- __ ._ -1 } ,- 1. i PROJECT •- -. ._. .. .. _ _ s, , � '' . . �.__.. 1 f 1 - � LOCATION `,\ _ .. ? 1 � 1 ; � a) ' . _ t a 11, ; `1,t . ` l- ... �E y =iii ... --... _._._ F ' t\ - ; \ � ,, �r , ;, 1 z 5t.. -, _.__. __ _ __. . -- . - - ,.___..._ . - - - - -- . _ __- .;?__ I _ .__ -_ __ .__.___._ .__ __._ __.- _.._-____ W.__ I Q5th -_ St_ 1 i._.___ _ , . _- J ._.w _:�o6tn _ ., �\, I + .. - _ - _ ... _- --- -.� _ __ __._ ll ` � #� . -- \ . t ' f1 - -, I \ , , ` - - _ .... \�� `` -' ; _�, ` 42 1 � � f#f � �'; ; _ fC _ ` VICINITY MAP NOT TO SCALE 1 - �." *-; _ 20 0 10 20 3, - _ _ - _ -- - _ - - -- ' - ( IN FEET ) 1 inch = 20 ft. (ASSUMED NORTH) EV SIO RECORD R I N €a F a i a a ®rest► � ti a � j r,r��e 1% N•.• T •• f �® • • V0S i tw • •+ ® 1 �". Q- d - ., . • .. ' N� + PE910337 • �, 0 :• STATE OF Or ••.••• �I �** �,� �8,ON Ai- O ,�® �d���re��r��o °� i DATE: OS /� 3/2007 DWN BY: ACT CHKD. BY: DMG SCALE: 1 " =20' DATE: 05/27/2007 Civil DeSian5 2415 Directors Row Ste.E Indianapolis, In 46241 31 7 -244 -1968 FAX - 244 -1969 7 E'1 CONSTRUCTION SEC�UENCE 1. SCHEDULE PRE -- CONSTRUCTION MEETING WITH HCSO BEFORE ANY EARTH DISTURBING ACTIVITY AND PROVIDE COPY OF NOI. 2. INSTALL STONE STAGING AREA FOR WORK ON BUILDINGS. 3. INSTALL STORM AND OTHER UTILITIES. 4. INSTALL INLET PROTECTION AS STORM INLETS ARE COMPLETEEO. 5. START BUILDING CONSTRUCTION. 6. COMPLETE PARKING LOTS, ROADWAYS AND CURBS. 7. COMPLETE BUILDING. 8. FINAL GRADE, PERMANENT SEED, AND LANDSCAPE. 9. SCHEDULE INSPECTION WITH HCSO, WHEN SOIL IS STABILIZED AND APPROVAL IS GIVEN, APPLY FOR NOT. 10. REMOVE TEMPORARY RUNOFF CONTROL STRUCTURES FROM COMPLETED AREAS. r"AII-rIMNI The locations of all existing underground .utilities shown on this drawing are based on above ground evidence or Information gathered during the field, survey portion of this project. As such, this information is speculative In nature only and should not be construed as fact. There may also be other existing underground utilities for which no above ground evidence was observed. The exact locations of the underground utilities shall be verified by the contractor prior to the start of any and all construction. CALL TOLL FREE 1 -800- 382 -5544 l 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. 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 ANO 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. 9 ��� 10 - 11 12 13 14 15 16 I L 2 13 14 15 16 17 18 19 110 111 112 113 114 115 116 1 TEMPORARY SEEDING DATES RANKING: SALT TOLERANCE (,TO BOTH SOIL SALTS & SPRAYi 1 GOOD T TOLERANCE 2 MEDIUM MT MEDIUM TOLERANCE - NOT TOLERANT S SLIGHT TOLERANCE SEED TOLERANCE SEEDBED PREPARATION APPLY LIME TO RAISE THE H TO THE LEVEL NEEDED FOR SPECIES BEING p I R EQUIVALENT) PER SEEDED. APPLY 23 POUNDS OF 12-0-12 ANALYSIS FERTILIZER 0 EQ )N T ( RI 0 R FERTILIZE ACCO 0 G 1000 SQ. FT. (APPROXIMATELY 1000 POUNDS PER ACRE) 0 N TEST. APPLICATION OF 150 LBS. OF AMMONIUM NITRATE 0 AREAS LO W IN ORGANIC MATTER AND FERTILITY WILL GREATLY ENHANCE VEGETATIVE GROWTH. WORK THE FERTILIZER AND LIME INTO THE SOIL TO A DEPTH OF 2 -3 INCHES WITH A HARROW, DISK OR RAKE OPERATED ACROSS THE SLOPE AS MUCH AS POSSIBLE. SEEDING SELECT A SEED MIXTURE BASED ON PROJECTED USE OF THE AREA (SEE PERMANENT SEED MIXTURE CHART). WHILE CONSIDERING BEST SEEDING DATES. I IF PERMANENT SEEDING IS NOT PERMITTED USE TEMPORARY SEEDING UNTIL PERMANENT SEEDING CAN BE APPLIED. IF TOLERANCES ARE A PROBLEM, SUCH AS SALT TOLERANCE OF SEEDINGS ADJACENT TO STREETS AND HIGHWAYS, SEE SEED TOLERANCE CHART. H Ill F E C [l A WHEAT OR RYE OATS ANNUAL RYEGRASS NON- IRRIGATED* SEED TOLERANCE CHART SPECIES SEEDING RATE SUITABLE pH w INSTALLATION SEQUENCE LBS /ACRE ACRE 100 LBS 0 / S. FT CI R H 0 OUG TY W L WELL RAIN DRAINED WET LEVEL AND SLOPING, OPEN AREAS 1. TALL FESCUE 35 .8 5.5 -8.3 2 1 2 2. TALL FESCUE 25 .6 5.5 -8.3 SILT FENCE 1 AFTER c� Z EVENTS AND AS a w_ TO CLEARING AND GRADING 3. KENTUCKY BLUEGRASS 15 .4 5.8 -7.5 Z N 1 AS CREEPING RED FESCUE v .4 TREE PROTECTION WEEKLY, AFTER STORM STEEP BANKS AND CUTS \ 15 .4 5.8 -7.5 2 U ^ U tll KENTUCKY BLUEGRASS 25 SOIL w< wrI aa--� } JN wz a< z= Z Q � SOIL 1 CONDITION ° Uj p N Q J °w 1` of O w _j H �? w w TOLERANCE WET NORM DRY GEN. SOIL SPRAY CREEPING RED FESCUE v=i 1- v 1- P I- u- z i WEEKLY, = w CREEPING RED FESCUE 2 1 2 1 1 1 MED. 1 20 -25 12 -18 7 -21 8. TALL FESCUE 1 170 S FESTUCA RUBRA 1 2 1 2 REMOVAL OF TREE PROTECTION N/A KENTUCKY BLUEGRASS 2 1 2 1 1 1 MED. 1 20 -35 12 -18 10 -20 MT POA PROTINSIS REMOVAL OF INLET PROTECTION N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE N/A TALL FESCUE 2 1 1 1 1 1 LOW 1 24 -35 24 -36 5 -14 T FESTUCA L. ARUNDINACEA PERENNIAL RYEGRASS 2 1 2 - 1 2 MED. 2 15 -20 12 -18 5 -10 MT LOLLUM PERENNE HIGH RANKING: SALT TOLERANCE (,TO BOTH SOIL SALTS & SPRAYi 1 GOOD T TOLERANCE 2 MEDIUM MT MEDIUM TOLERANCE - NOT TOLERANT S SLIGHT TOLERANCE SEED TOLERANCE SEEDBED PREPARATION APPLY LIME TO RAISE THE H TO THE LEVEL NEEDED FOR SPECIES BEING p I R EQUIVALENT) PER SEEDED. APPLY 23 POUNDS OF 12-0-12 ANALYSIS FERTILIZER 0 EQ )N T ( RI 0 R FERTILIZE ACCO 0 G 1000 SQ. FT. (APPROXIMATELY 1000 POUNDS PER ACRE) 0 N TEST. APPLICATION OF 150 LBS. OF AMMONIUM NITRATE 0 AREAS LO W IN ORGANIC MATTER AND FERTILITY WILL GREATLY ENHANCE VEGETATIVE GROWTH. WORK THE FERTILIZER AND LIME INTO THE SOIL TO A DEPTH OF 2 -3 INCHES WITH A HARROW, DISK OR RAKE OPERATED ACROSS THE SLOPE AS MUCH AS POSSIBLE. SEEDING SELECT A SEED MIXTURE BASED ON PROJECTED USE OF THE AREA (SEE PERMANENT SEED MIXTURE CHART). WHILE CONSIDERING BEST SEEDING DATES. I IF PERMANENT SEEDING IS NOT PERMITTED USE TEMPORARY SEEDING UNTIL PERMANENT SEEDING CAN BE APPLIED. IF TOLERANCES ARE A PROBLEM, SUCH AS SALT TOLERANCE OF SEEDINGS ADJACENT TO STREETS AND HIGHWAYS, SEE SEED TOLERANCE CHART. H Ill F E C [l A WHEAT OR RYE OATS ANNUAL RYEGRASS NON- IRRIGATED* SEED TOLERANCE CHART SPECIES SEEDING RATE SUITABLE pH SITE SUITABILITY INSTALLATION SEQUENCE LBS /ACRE ACRE 100 LBS 0 / S. FT CI R H 0 OUG TY W L WELL RAIN DRAINED WET LEVEL AND SLOPING, OPEN AREAS 1. TALL FESCUE 35 .8 5.5 -8.3 2 1 2 2. TALL FESCUE 25 .6 5.5 -8.3 SILT FENCE 1 AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING 3. KENTUCKY BLUEGRASS 15 .4 5.8 -7.5 2 1 AS CREEPING RED FESCUE 1 15 .4 TREE PROTECTION WEEKLY, AFTER STORM STEEP BANKS AND CUTS 4. TALL FESCUE 15 .4 5.8 -7.5 2 1 2 KENTUCKY BLUEGRASS 25 .6 AND AS NEEDED ALONG 5. TALL FESCUE 35 .8 5.5 -8.3 2 1 AFTER ROUGH GRADING PERMANENT SEEDING WATER AS NEEDED LAWNS AND HIGH MAINTENANCE AREAS 6. KENTUCKY BLUEGRASS 40 .9 5.8 -7.5 2 1 EVENTS CREEPING RED FESCUE 40 .9 AFTER FINISH GRADING STRAW BALES WEEKLY, 7. PERENNIAL RYEGRASS 170 4.0 5.0 -7.5 AS 1 AFTER TURF TYPE INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND 8. TALL FESCUE 1 170 4.0 5.5 -8.3 1 2 1 2 * 1 - PREFERRED 2 - WILL TOLERATE ** INOCULATE WITH SPECIFIC INOCULANT. PERMANENT SEED MIXTURE CHART IRRIGATED DORMANT SEEDING ** PERMANENT SEEDING DATES IRRIGATION NEEDED DURING THIS PERIOD. TO CONTROL EROSION AT TIMES OTHER THAN IN THE SHADED AREAS. USE MULCH. LATE SUMMER SEED I NG DATES M AY EE EXTENDED 5 DAYS IF MULCH IS APPLIED. ** I % INCREASE SEEDING APPLICATION Y 50 0 B . TEMPORARY SEEDINGS MAINTENANCE/MONITORING ACTIVITY EROSION CONTROL SCHEDULE INSTALLATION SEQUENCE EROSION CONTROL MEASURE DATE: FABRIC MAINTENANCE 1000 SCI. FT. ACRE REMARKS INSTALLATION SEQUENCE STONE ENTRANCE AS NEEDED WHEAT OR RYE 3.5 LBS. PRIOR TO CLEAR" NG AND GRADING SILT FENCE WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TREE PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEAR'VG AND GRADING TEMPORARY DIVERSIONS WEEKLY, AFTER STORM EVENTS AND AS NEEDED ALONG WITH ROUGH GRADING TEMPORARY SEEDING WATER AS NEEDED AFTER ROUGH GRADING PERMANENT SEEDING WATER AS NEEDED AFTER FINISH GRADING EROSION CONTROL MATTING WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING STRAW BALES WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER EACH INLET IS PLACED REMOVAL OF TREE PROTECTION N/A AFTER PERMANENT SEEDING REMOVAL OF STRAW BALES N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF INLET PROTECTION N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED IRRIGATED DORMANT SEEDING ** PERMANENT SEEDING DATES IRRIGATION NEEDED DURING THIS PERIOD. TO CONTROL EROSION AT TIMES OTHER THAN IN THE SHADED AREAS. USE MULCH. LATE SUMMER SEED I NG DATES M AY EE EXTENDED 5 DAYS IF MULCH IS APPLIED. ** I % INCREASE SEEDING APPLICATION Y 50 0 B . * NOT NECESSARY WHERE MULCH IS APPLIED. EROSION CONTROL SCHEDULE POST CONSTRUCTION TEMPORARY SEEDINGS MAINTENANCE/MONITORING ACTIVITY SCHEDULE INSTALLATION SEQUENCE SPACE POSTS PER '� DATE: FABRIC TYPE OF SEED 1000 SCI. FT. ACRE REMARKS AFTER FINAL GRADING • MOWING AND UTTER DEBRIS REMOVAL WHEAT OR RYE 3.5 LBS. 2 BU. COVER SEED 1 " TO 1 1/2" DEEP AS NEEDED • DETHATCHING AND REMOVAL OF THATCHING SPRING OATS 2.3 LBS. 3 BU. COVER SEED 1 " DEEP • SEEDING /SODDING TO RESTORE GROUND COVER 5 -YEAR CYCLE ANNUAL RYEGRASS 1 LB. 40 LB. COVER SEED 1/4" DEEP * NOT NECESSARY WHERE MULCH IS APPLIED. EROSION CONTROL SCHEDULE POST CONSTRUCTION MEASURE MAINTENANCE/MONITORING ACTIVITY SCHEDULE INSTALLATION SEQUENCE SPACE POSTS PER '� DATE: FABRIC MANUFACTURER PERMANENT SEEDING • WATERING ONCE ESTABLISHED & THROUGH DROUGHT TIMES RECOMMENDATIONS AFTER FINAL GRADING • MOWING AND UTTER DEBRIS REMOVAL • STABILIZATION OF ERODED SLOPES ANNUAL OR • NUTRIENT AND PESTICIDE USE MANAGEMENT AS NEEDED • DETHATCHING AND REMOVAL OF THATCHING • DISCING OR AERATION • SEEDING /SODDING TO RESTORE GROUND COVER 5 -YEAR CYCLE (USE PROPER EROSION AND SEDIMENT CONTROL) ,�Y EROSION CONTROL MATS PER MANUFACTURER'S RECOMMENDATIONS PER MANUFACTURER'S AFTER FINAL GRADING Yl! ` RECOMMENDATION PUBLIC ROAD ;_' �.' 12" MINIMUM THICKNESS #2 COARSE -` AGGREGATE GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) TEMPORARY CONSTRUCTION ENTRANCE NOT TO SCALE NOTE: AND TO SUPPORT APPLIED LOADS. HEAT EXPOSURE. SILT FENCE CONSTRUCTION 62 NOT TO SCALE C4.1 'RAPS DANDY BAG ®11 (f�) DAN DY BAG I I STANDARD FABRIC IS AN ORANGE WOVEN MONOFILAMENT DUMPING STRAP ALLOWS FOR EASY REMOVAL OF CONTENTS INSTALLATION AND MAINTENANCE GUIDELINES INSTALLATION: REMOVE THE GRATE FROM CATCH BASIN. IF USING OPTIONAL OIL ABSORBENTS; PLACE ABSORBENT PILLOW IN UNIT. STAND THE GRATE ON END. MOVE THE TOP LIFTING STRAPS OUT OF THE WAY AND PLACE THE GRATE INTO THE DANDY BAG II ® SO THAT THE GRATE IS BELOW THE TOP STRAPS AND ABOVE THE LOWER STRAPS. HOLDING THE LIFTING DEVICES, INSERT THE GRATE INTO THE INLET. MAINTENANCE: REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM VICINITY OF UNIT AFTER EACH STORM EVENT. AFTER EACH STORM EVENT AND AT REGULAR INTERVALS, LOOK INTO THE DANDY BAG II ® IF THE CONTAINMENT AREA IS MORE THAN 1/3 FULL OF SEDIMENT, THE UNIT MUST BE EMPTIED. TO EMPTY UNIT, LIFT THE UNIT OUT OF THE INLET USING THE LIFTING STRAPS AND REMOVE THE GRATE. IF USING OPTIONAL OIL ABSORBENTS; REPLACE ABSORBENT WHEN NEAR SATURATION. DANDY BAG ® 11 03 NOT TO SCALE C4.1 1 12 13 14 5 6 7 8 9 10 ill 12 13 14 15 16 0 ( IN FEET ) 1 inch = ft. (ASSUMED NORTH) REVISION RECORD TO 01 01 01 ♦ I M A • • T • I • GAS ER .• � wI • NO PE910337 • : STATE OF -o -p iNIA P•, ry 10, �SS�ONA1 -E�, , ♦ ♦♦ � /rrllll��� DATE: 08/13/2007 DWN BY: NON WOVEN CHKD. BY: DMG GEOTEXTILE SPACE POSTS PER '� DATE: FABRIC MANUFACTURER RECOMMENDATIONS r x / ,�Y f r Yl! ` X x k l:� NOTE: AND TO SUPPORT APPLIED LOADS. HEAT EXPOSURE. SILT FENCE CONSTRUCTION 62 NOT TO SCALE C4.1 'RAPS DANDY BAG ®11 (f�) DAN DY BAG I I STANDARD FABRIC IS AN ORANGE WOVEN MONOFILAMENT DUMPING STRAP ALLOWS FOR EASY REMOVAL OF CONTENTS INSTALLATION AND MAINTENANCE GUIDELINES INSTALLATION: REMOVE THE GRATE FROM CATCH BASIN. IF USING OPTIONAL OIL ABSORBENTS; PLACE ABSORBENT PILLOW IN UNIT. STAND THE GRATE ON END. MOVE THE TOP LIFTING STRAPS OUT OF THE WAY AND PLACE THE GRATE INTO THE DANDY BAG II ® SO THAT THE GRATE IS BELOW THE TOP STRAPS AND ABOVE THE LOWER STRAPS. HOLDING THE LIFTING DEVICES, INSERT THE GRATE INTO THE INLET. MAINTENANCE: REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM VICINITY OF UNIT AFTER EACH STORM EVENT. AFTER EACH STORM EVENT AND AT REGULAR INTERVALS, LOOK INTO THE DANDY BAG II ® IF THE CONTAINMENT AREA IS MORE THAN 1/3 FULL OF SEDIMENT, THE UNIT MUST BE EMPTIED. TO EMPTY UNIT, LIFT THE UNIT OUT OF THE INLET USING THE LIFTING STRAPS AND REMOVE THE GRATE. IF USING OPTIONAL OIL ABSORBENTS; REPLACE ABSORBENT WHEN NEAR SATURATION. DANDY BAG ® 11 03 NOT TO SCALE C4.1 1 12 13 14 5 6 7 8 9 10 ill 12 13 14 15 16 0 ( IN FEET ) 1 inch = ft. (ASSUMED NORTH) REVISION RECORD TO 01 01 01 ♦ I M A • • T • I • GAS ER .• � wI • NO PE910337 • : STATE OF -o -p iNIA P•, ry 10, �SS�ONA1 -E�, , ♦ ♦♦ � /rrllll��� DATE: 08/13/2007 DWN BY: ACT CHKD. BY: DMG SCALE: NTS DATE: 05/21/2007 4p Civil Designs 241 S Directors Row Ste.E Indianapolis, In 46241 317 -244 -1968 FAX- 244 -1969 tl�14 -1 W 0 ZD 0 00 Ce ZD I z< ®f F . . J uj 0 =o C) U L.1_! 2 Lu0 Z w 1-:2 F-- , LLJ ce. O � Z U uj . V) .> d' L.LJ CL of). V) � l _ W PROJECT NUMBER 07-170 DESIGN PHASE PRELIMINARY PLAN NUMBER k�pian m SHEET 6 OF 1 1 M L I:0 JI H G F A I 3 4 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 N/A A3 NATURE AND PURPOSE OF PROJECT COMMERCIAL /RETAIL A4 PROJECT SITE VICINITY MAP SEE TITLE SHEET CO.0 A5 LEGAL DESCRIPTION OF PROJECT SITE LATTITUDE /LONGITUDE: 39'56'51 "N / 86' 1421 "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 STORMWATER WILL DRAIN TO THE EXISTING WESTON POINTE STORM SYSTEM AND DETENTION POND. 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 NONE KNOWN A14 PRE - CONSTRUCTION /POST - CONSTRUCTION PEAK DISCHARGE PEAK DISCHARGE (PRE - CONSTRUCTION) IN 10 -YEAR: 1.34 CFS PEAK DISCHARGE (POST - CONSTRUCTION) IN 10 -YEAR: 5.33 CFS Al ADJACENT LAND USE NORTH - COMMERCIAL SOUTH - COMMERCIAL EAST - COMMERCIAL WEST - COMMERCIAL A16 CONSTRUCTION LIMITS SEE EROSION CONTROL PLAN SHEET C4.0 A17 EXISTING VEGETATIVE COVER THE OUTLOT IS CURRENTLY UNDEVELOPED. Al SOILS MAP AND SOIL DESCRIPTIONS EXISTING SOIL TYPES & DESCRIPTION Br (Brookston Silty Clay Loam, overwash) Soil Characteristics: very poorly drained; Potential and Limitations: Fair; for building site: fair to poor shear. CrA (Crosby Silt Loam, 0 -3% slopes) Soil Characteristics: deep, somewhat poorly drained; Potential and Limitations: Fair; for building site: fair to poor shear. MmB2 (Miami Silt Loam, 2 -6% slopes, eroded) Soil Characteristics: well drained; Potential and Limitations: Fair; for building site: fair; severe wetness. � I i r.: 421 %-NWL,A A1:0 1 -14, I � s t i r M%l t cry r' 1 1 � f4' {.. ails y-L� ".rt •�. +. .. x.q�� � "i'F. ♦:.1.1 rA I CrA r ' Al PROPOSED STORMWATER SYSTEMS SEE GRADING PLAN SHEET C3.0 FOR MEASURES, LOCATIONS AND DETAILS A20 OFF -SITE CONSTRUCTION ACTIVITIES NONE 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 a 9 i 1 C rA a - EROSION CONTROL PLAN - CONSTRUCTION COMPONENT Section BZ C Bl 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 E3 • 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 A SHOULD NEVER BE DISCHARGED OR BURIED ONSITE. 2 3 4 Cr 5 5 Q 7 Q B1 POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES (continued from previous column) • REGULATED PC8 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'X8" 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 • CALL FOR AN UNDERGROUND LOCATE TO VERIFY LOCATION OF EXISTING UTILITIES. • NOTIFY HCSO AGENT AND IDEM 48 HOURS IN ADVANCE OF BEGINNING WORK. • FLAG OR DENOTE ALL CONSTRUCTION LIMITS. • POST A NOTICE OF PROJECT IN PUBLICLY ACCESSIBLE LOCATION NEAR PROJECT FIELD OFFICE, TO INCLUDE A COPY OF COMPLETED N01 LETTER, NPDES PERMIT NUMBER (IF AVAILABLE), AND NAME, COMPANY NAME, AND CONTACT PERSON TELEPHONE NUMBER. • 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. • INSTALL PERIMETER SILT FENCE. • AFTER THE PERIMETER PRACTICES ARE INSTALLED, A MEETING WITH HCSO IS REQUIRED BEFORE ADDITIONAL CONSTRUCTION PROCEEDS • INSTALL SANDBAG INLET PROTECTION FOR EXISTING STRUCTURES. • INSTALL EROSION CONTROL MAT. • BEGIN TOPSOIL REMOVAL TO STOCKPILE AREA AND ROUGH GRADE. • BEGIN SEEDING AND MULCHING PROGRAM (TEMPORARY SEED ALL DISTURBED AREAS). • IMPLEMENT SELF - MONITORING PROGRAM. • INSTALL ADDITIONAL SILT FENCES OR OTHER SUCH BMP AS REQUIRED. CONSTRUCTION SEQUENCE 1. TEMPORARY OR PERMANENT SEED SITE PERIMETER. 2. BEGIN CONSTRUCTION OF PROPOSED DETENTION POND THEN PROCEED ON INSTALLING EROSION CONTROL BLANKET AS INDICATED ON SHEET C4.1. 3. INSTALL PROPOSED STORMWATER QUALITY TREATMENT UNIT. 4. INSTALL RIP RAP PROTECTION FOR PROPOSED DETENTION POND. 5. INSTALL STORM AND OTHER UTILITIES. BEGIN ON OUTLET AND DOWNSTREAM STORM SEWERS SOUTHEAST OF THE SITE, THEN PROCEED ONTO NORTH AND WEST OF THE SITE. 6. INSTALL WIRE BASKET INLET PROTECTION AND SANDBAGS AS STORM INLETS ARE COMPLETED. 7. START BUILDING CONSTRUCTION. 8. COMPLETE PARKING LOTS, DRIVEWAYS, CURBS AND RETAINING WALLS. 9. COMPLETE BUILDING. 10. FINAL GRADE, PERMANENT SEED, AND LANDSCAPE. 11. ONCE CONSTRUCTION IS COMPLETED AND THE SITE IS STABILIZED, THE CONTRACTOR WILL R17-MOVE ANY SEDIMENT FROM THE POND AND STABILIZE ANY DISTURBED AREAS OF THE POND. EROSION CONTROL IMPLEMENTATION NOTES 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 MAINTAINED 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 THE EROSION CONTROL PLAN. IDENTIFY AND PROTECT ALL EXISTING VEGETATION DESIGNATED TO REMAIN. RETAIN EXISTING VEGETATION WHEREVER POSSIBLE ALL STOCKPILED TOPSOIL TO BE SALVAGED SHALL BE PERIMETER PROTECTED. RUNOFF FROM STOCKPILES WILL BE FILTERED THROUGH SILT FENCES 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. LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. 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. 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. 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. 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. 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. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER FABRIC. ALL EXISTING STRUCTURES, FENCING, TREES AND ETC., WITHIN CONSTRUCTION AREA SHALL BE REMOVED AND DISPOSED OF OFF SITE. BURNING IS NOT ALLOWED ON -SITE. 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 (SHEET C4.1). 7 M Et I10 11 I12 �13 I14 �15 �16 1 V I B3 CONSTRUCTION ENTRANCE LOCATION SEE SHEET C4.0 FOR LOCATIONS; SEE DETAILS SHEET C4.1 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 SHEET C4.1. B5 CONTROL MEASURES FOR CONCENTRATED FLOW AREAS SEE DETAILS SHEET C4.1 B6 INLET PROTECTION MEASURE LOCATIONS AND SPECIFICATIONS SANDBAG INLET PROTECTION SEE SHEET C4.0; DETAILS ON SHEET C4.1 B7 RUNOFF CONTROL MEASURES SILT FENCE: SEE PLAN SHEET C4.0; DETAILS SHEET C4.1 B8 STORM WATER OUTLET PROTECTION SPECIFICATIONS n/a B9 GRADE STABILIZATION STRUCTURES n/a B10 CONSTRUCTION DETAILS FOR STORMWATER MEASURES SEE EROSION CONTROL PLAN SHEET C4.0 FOR LOCATIONS AND DETAILS SHEET C4.1 Bl l 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 MOM LCAVINO TIIC SITC. ADDITIONAL CROSION 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. ALL EXISTING STRUCTURES, FENCING, TREES AND ETC., WITHIN CONSTRUCTION AREA SHALL BE REMOVED AND DISPOSED OF OFF SITE. BURNING IS NOT ALLOWED ON -SITE. 9- 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) 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 ON SHEET C4.1. B12 PERMANENT SURFACE STABILIZATION METHODS 1. AT THE PROPER TIME, WITH APPROVAL FROM THE OWNER, AND ONLY AFTER NOTIFYING THE HCSO AGENT, THE CONTRACTOR SHALL DISMANTLE THE REMAINING EROSION CONTROL ELEMENTS ONLY AS REQUIRED TO FINISH ALL GRADING. CONTRACTOR SHALL NOTIFY THE HCSO 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 ON SHEET C4.1. 4. FINAL STABILIZATION WILL BE CONSIDERED ACHIEVED WHEN PERENNIAL VEGETATIVE COVER HAS A DENSITY OF NINETY FIVE PERCENT (95 %) 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)776 -6336, IDEM EMERGENCY RESPONSE AT (888) 233 -7745 AND HCSO WITHIN 24 HOURS OF THE SPILL. POST ALL AGENCY CONTACTS IN A PREDOMINATE, VISIBLE LOCATION WHERE SPILLS MAY OCCURE, 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 LITTER 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. 8. 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 HCSO 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. 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. 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 LITTLE IRRIGATION SO TO MINIMIZE THE FERTILIZER AND PESTICIDE RUNOFF FROM THE SITE. C2 SEQUENCE OF EROSION CONTROL MEASURES IMPLEMENTATION • 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. TEMPORARY FACILITIES SHALL BE REMOVED ONLY AFTER ALL DISTURBED AREAS ARE STABILIZED. • THE AQUA -SWIRL SHALL BE INSTALLED WITH THE STORM FACILITIES, SEE 0 &M MANUAL SEPERATE FROM THESE PLANS FOR MAINTENANCE C3 PROPOSED STORMWATER QUALITY MEASURES • THE AQUA -SWIRL SHALL BE INSTALLED WITH THE STORM FACILITIES, SEE 0 &M MANUAL SEPERATE FROM THESE PLANS FOR MAINTENANCE C4 CONSTRUCTION DETAILS AND SPECIFICATIONS SEE DETAILS SHEET C4.1 & C7.0 FOR AQUA -SWIRL DETAILS C5 MAINTENANCE GUIDELINES FOR STORMWATER MEASURES SEE CHART DETAIL ON SHEET C4.1 SEE ALSO O &t ,,1 MANUAL SEPERATE FROM THESE PLANS ESTIMATED START: AUGUST 2007 ESTIMATED COMPLETION OF SITE DEVELOPMENT: FEBRUARY 200 CONTACT PERSON: JESSICA FREIJE, CCIM WILLIAMS REALTY GROUP - DIRECTOR OF DEVELOPMENT 9830 BAUER DRIVE INDIANAPOLIS, IN 46280 317 574 -5480 317 829 -2052 Note: Owner shall follow guidelines in the 0 &M Manual and submit written reports for all inspections and maintenance reports for the post construction BMP's at least annually or as specified by manufacturer." 10 11 12 V 13 14 15 16 Civil Designs 2415 Directors Row Ste.E Indianapolis, In 46241 317 -244 -1968 FAX -244 -1969 0 ( IN FEET ) 1 inch = ft. (ASSUMED NORTH) REVISION RECORD O 07 O 0 � � ••G�5TE '• �� • �-;r- .. No .. = PE910337 = ' STATE OF 00 law . -a �i o •' ��01 ANP. .•...•• G\ ♦% �i SSforvA�Ec� �♦ ������illlrrr���♦ DATE: 08/13/2007 DWN BY: ACT CHKD. BY: DMG SCALE: NTS DATE: 05/21/2007 Civil Designs 2415 Directors Row Ste.E Indianapolis, In 46241 317 -244 -1968 FAX -244 -1969 L' LI .�6, JI HI GI F E C rE A 2 3 4 5 � 6 L.ar�d�CC1G�r ;eif�orF N89 °56 26 "E 282.28' 15 ELECTRIC EASEMEN ° G l- -- - - -- — — -- --- - --' ------ ��nw..Or.- r..xrr -J_'_ ... - -- - -- �- _ - -A - -- - -- - - L-17 elec -- — sled— elec -- —elec— =- — stet -- —s e — —sec -- c -- aec+.,_.�•. -x --.ee ,�. r- ,y- s- eFc-- ec -- ec -- 15' ° d W 11 +rj (5) 8819.41; W - ' AISE TOR TO 905.16 tele — tale— -- Male ---- c A 8 9 110 111 12 +13 14 15 116 COORDINATE WITH APPPOPRIATP SERVICE PROVIDER --- OCC----- CeC - - - -- — —el@ --- el@C----- eleC —� iNtfi NTr�.� \/ �. Lli- �}" IA. LIIL•.._- Ul.. w..\.•. 1. M.•_+ � .i..+...ti.J.�ll�•�!..�.•_/Lh�.. !�L1N_ _ s. . . �- . i. ' � _�... �-• _._.. __. __. _- -.__.- ~ t "� 111 •..�., � •. i�,...t- •�ti- •,..�.. titi. / \ ! _ - .�!_..+ti.`..•- J,_!J�.1 !.1J� / �t / � Nt � �� —'� � •. " � J ....+' 'lam _ �� •��.ti.�.�\,a.'�- �,..�� " -�.•. �.�✓�.r �.inf -.. �... ✓..;. _.i..... '7.._._�. r._...; ✓.�; __.i All 1__1_1- +,•..ti .�. n.. - -.. 'f ! I 1 11 NNEC a 0 S PR g •20, \i PRY C •pp : �= Spill g8 p SPN • o d , I \N� NIRPC�OE W\-'CN \N� • �, p,ND ZI~ CO \NPI SE NO A\ NE CE s+ _ � � �• ° ` __ , 1 � COORD R�P�E SER PPP DER '� QVi == ="_ PROPOSEDEtEC�R \C a �_ PRO \� p,R,t- -Ct'�` 9 � •96 ` P\J i C OP � 0 0-315 ® 1,0 N1 SpR gPE 1 . Q v \AR E - d _ \LD \NG' IL �_ _. elec— — — — — elec— — — — — elec— — — — — slat— — = — ei 7 slat— —:rlec— �- - ^!I@C —slat- -- --slat - -- -- ekc -- - -- -�L_-- _.— elec— \ i /� / 15' UTILITY EASEMENT 1 ° Ln // ° \ 0 d ° ° PROPOSED WATER CONNECTION, 44 ^ \ Np,N1 GRP 6V J CONTRA TOR TO COORDINATE _ ,13 - MEC QED \N EAR OF _ 45' END 1 , °. �`\ WITH APPROPRIATE SERVICE \ PROVIO R: CONNECT TO ° � 11 0� 6 0 , -- �5�� __- -'" ;' ? �XISTit�6 6n C900 STUB. 6p LF _ P� -1 :0 PROP gg8 SF= ?, ° w ; '� PROVIOlt 6x2 DUCTILE IRON 35 - , / d REDU R AND COUPLER. 5�0 �1P�ER \N510E �9 ie CONf�F�CTION TO BE A "WET 1 c _ POSED ER 0`N \`w,, riAP CONNECTION. r D S R�\C 5 \ E — ER D GIN 7 ii i Q E l7f'c ' - �' - -�! I \ t) � 4 1r ^� ^ °� t ' J "1,_ 1 _`". of _ l �',t1 \,'t�itl +' ° d -- JJ~ _ - = 1 \\\ ♦ +' ! 1 _1— .{ I\ \ No Cj tD NEC N - 11._ GP' CQN iN E ° g 1` , - 11 RQPOS SO co P PC-�pR SERA \C ` O V P� ° 4 1' " "11 i 1' z,rJ /dopo 6 G 900 , 10 11 ;- 400 _ lo T, it ° n , o f%4. n'iA!4r lor.F °I'r �� -� •it`t �t \1 1 a ° t V' Ni 11 t 1 �1 1 o` ,1 ,i 1 11 AOB ` 11 o \ ^, d \1 H O LEY M O LEY SAYS ° 1 11 ' 11 Nil , i „ DIG SAFELY a V ` \\ ' so All op A-- 00 ow I 000 will, "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG ° \, -000 ollo �� `_ ,, = \ ,• 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. 1 2 13 I4 5 7 0 ,,l---, UTILITY NOTES 1. THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES PRESENT ON AND AROUND THE SITE. THE LOCATION AND SIZE OF THESE UTILITIES MAY BE APPROXIMATE. THE ENGINEER SHALL NOT BE HELD LIABLE FOR ANY INACCURATE UTILITY INFORMATION INDICATED, IMPLIED, OR NOT INDICATED ON THESE PLANS. 2• IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND MAINTAIN IN SERVICE ALL EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION UNLESS OTHERWISE INDICATED IN THE DRAWINGS. ANY PIPING, WHICH CAN BE REMOVED DURING CONSTRUCTION WITHOUT UNDUE INTERRUPTION OF SERVICE MAY BE REMOVED AND REPLACED BY THE CONTRACTOR, AT HIS EXPENSE WITH THE PERMISSION OF THE OWNER. 3. BEFORE WORKING WITH OR AROUND EXISTING UTILITIES, THE APPLICABLE UTILITY COMPANY SHALL BE CONTACTED BY THE CONTRACTOR. 4. WHEN CONNECTIONS ARE TO BE MADE TO EXISTING PIPING AND STRUCTURES OR WHERE CONSTRUCTION IS IN THE VICINITY OF EXISTING PIPING THE LOCATION AND ELEVATION OF THE EXISTING PIPING SHALL BE FIELD VERIFIED AND NOTIFICATION GIVEN TO THE OWNER IF THE EXISTING PIPING IS FOUND TO BE DIFFERENT THAN THAT SHOWN ON THE DRAWINGS. 5. FOR CLARITY OF THESE DRAWINGS, PIPES MAY NOT BE DRAWN TO SCALE OR EXACTLY LOCATED. 6. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 7. ALL NEW WATER LINES SHALL HAVE A MINIMUM OF 54 INCHES OF COVER. 8. MINIMUM OF 18 INCHES OF VERTICAL CLEARANCE SHALL BE PROVIDED BETWEEN NEW WATER AND SANITARY SEWER LINES. IF 18 INCHES OF CLEARANCE IS NOT PROVIDED THEN THE SEWER MUST BE DESIGNED AND CONSTRUCTED OF WATER WORKS GRADE PIPE AND SHALL BE PRESSURE TESTED TO ASURE WATER TIGHTNESS PRIOR TO BACKFILLIING 9• ALL SANITARY SEWER INSTALLATION INCLUDING THE 6" LATERAL SHALL BE INSTALLED ACCORDING TO LOCAL SERVICE PROVIDER STANDARDS FOR THE DESIGN AND CONSTRUCTION OF SANITARY SEWERS 10. WHEN CONNECTIONS ARE TO BE MADE TO EXISTING PIPING AND STRUCTURES OR WHERE CONSTRUCTION IS IN THE VICINITY OF EXISTING PIPING THE LOCATION AND ELEVATION OF THE EXISTING PIPING SHALL BE FIELD VERIFIED AND NOTIFICATION GIVEN TO THE OWNER IF THE EXISTING PIPING IS FOUND TO BE DIFFERENT THAN THAT SHOWN ON THE DRAWINGS. 11. IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CONTRACTORS TO OBTAIN ALL FEDERAL, STATE, COUNTY, CITY OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED. THE CONTRACTOR OR CONTRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED PERMITS BY ANY OR ALL AGENCIES MENTIONED ABOVE UNLESS OTHERWISE NOTED IN THE CONTRACT OR SPECIFICATIONS. ALL ASSOCIATED BONDING REQUIREMENTS AND COSTS ARE INCIDENTAL TO THE CONTRACT. 12. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THE ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES ARE FOUND IN THESE ENGINEERING PLANS FROM ACTUAL FIELD DIMENSIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY. 42 1I E State Road_ 334 (( W 1 16th St it (i ll it t t t l r PROJECT _ILOCATION El Zo V) 1 W106th St _.�_ _:�� - ��. W ._106th St ll _ i iI l 42 VICINITY MAP NOT TO SCALE HAMILTON CO. HWY DEPT. NOTE: • 1- ULL ULI-J I H GRANULAR BACKFILL IS REQUIRED FOR ALL STREET CROSSINGS. • NO WATER MAIN VALVES SHALL BE PERMITTED BETWEEN CURBS 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. �V� 10 11 12 113 14 15 16 20 0 10 20 ( IN FEET ) 1 inch = 20 ft. (ASSUMED NORTH) REVISION RECORD 10 08.13.2007 REVISIONS PER TAC COMMENTS 0 1 " = 20' DATE: O OF �''�•'G1STE�•• No : PE910337 STATE OF i -0 : q- Ift g. \` 4# ASS /ONA1-N�, DATE: 08/13/2007 DWN BY: MAT CHKD. BY: DMG SCALE: 1 " = 20' DATE: 05/22/2007 Civil Designs 2415 Directors Row Ste.E Indianapolis, In 46241 317 -244 -1968 FAX-244-1969 J Z 00 ce ' Z Q /<Z CL U Z `g000- = W Q Z C) d' r— r— 0 F_ V) W PROJECT NUMBER 07-170 DESIGN PHASE CONSTRUCTION PLAN NUMBER SHEET B OF 1 1 1 MI I L1 KI J! HI GI FI El D! CI BI A 2 3 4 1" NO. 118 SURFACE ' 2" NO. 9 BINDER 6" NO. 53 STONE 2" SUBGRADE COMPACTED TO 95% MODIFIED PROCTOR LIGHT DUTY ASPHALT PAVEMENT SECTION o1 NOT TO SCALE C7.0 6 "x6 "— W2.9xW2.9 WWF EDIUM BROOM FINISHED WITH CONCRETE CURRING 7" CONCRETE PAVEMENT COMPOUND. ._1 6" NO. 53 COMPACTED STONE 12 SUBGRADE COMPACTED TO _ ( 95% MODIFIED PROCTOR — ' CONCRETE PAVEMENT SECTION o2 NOT TO SCALE c7.0 CONCRETE TOOLED EDGE 4,000 PSI 1 1/2" R " OF TOP SOIL 3" COVER-4 PAVEMEN MINIMUM uT -� %F�\" d t ,. ;1 . ,7,r t -r \�COMPACTED SOIL BACKFILL #4 RE -BAR <Z COMPACTED STONE-// 4" 6" STRAIGHT CONCRETE CURB DETAIL o3 NOT TO SCALE c7.o 1-1/2" 1' -6" FROM EDGE OF PAVEMENT 1-1/2" ZOUT 2 — #3 REBARS J � �,� �� )� >, (!, It ,� �, �)� i f >' ANCHOR #5 x 24' --n— BORE HOLE THROUGH ' PAVEMENT SECTION A -A 6' -0t, _t ----� -- �--1 -1 /2" 3/4" HOLES FOR `-00' A 12" STEEL ANCHOR ROD ELEVATION PRECAST CONCRETE o4 WHEELSTOP C7•0 NOT TO SCALE i� 5 16 17 1 g 1 g it �� -. 110 111 112 �13 114 115 116 1 TOOLED EDGE <Q { �� Ld (Y-IW v< J J .CC � a zN o `J <1 EDIUM BROOM FINISH <) 2 W] J W Z o V `' v P 1 /2" FIBER MATERIAL x6- W1.4xW1.4 WWF /4 THE SIDEWALK THICKNESS WITH SEALANT DEEP SAWED OR TOOLED JOINT 6 OR THICKNESS OF <] DRIVEWAY, WHICHEVER <1 �/ �' <�7J IS GREATER .,r_� %� :� ,c� 1 =;� / ,� c j " r �; 4" #53 COMPACTED STONE COMPACTED SUB GRADE � 1 NOT TO SCALE C7.0 } < ] EDIUM BROOM FINISH <) 2 W] J W Z o V `' v P NOTES: 1. SPACING BETWEEN TRANSVERSE JOINTS SHALL NOT EXCEED 1.25 TIMES WIDTH 2. SIDEWALK BUILT WITH DRIVAWAYS SHALL HAVE A MINIMUM THICKNESS OF 6" OR THICKNESS OF DRIVEWAY, WHICHEVER IS GREATER 3. JOINTS SHALL BE TOOLED OR SAWED TO A DEPTH OF THE SIDEWALK THICKNESS 5' -0" UNLESS OTHERWISE NOTED TOOLED CONTROL JOINT 1/2" WIDE, MIN. 1 1/2" DEPTH 6 CONC. SLAB W/ 6 " 1" RADIUS - TOOLED BROOM FINISH ROUND EDGE 6" TOPSOIL 6x6 W1.4xW1.4xW.W.F. V t. < < -1 ] 3 COVER (MINIMUM) I It 1� j = << (?t' `�`� (�� "j�J��� iL_�( }` �`���t'?- <� <1 ,; <I t #4 RE -BAR 4" COMPACTED ��Co 07 �� � "c ��- .O[�(_ < #53 STONE .�� \� f �' �,\ \< •(` < <' r J .�) 1 JC - Z >_ ) Ld �i 4�� ��� �� >t ii ... --.► \'/ it / :,\(- ' t• \� I ' � Ca - ; i CONCRETE---' '� <1 4,000 PSI ��- 4 r' <,� (" OMPACTED #53 iA` . STONE #4 RE -BAR <] 4" _- 4 ._ COMBINED CURB & WALK DETAIL o0 NOT TO SCALE C0.0 12" RESERVED PARKING' VAN' ACCESSIBLE HANDICAP PARKING o7 SIGN DETAIL c7.o NOT TO SCALE REEN — ILLUMINATING TAPE (LETTERS) LUE — ILLUMINATING TAPE (SYMBOL BLOCK) WHITE — ILLUMINATING TAPE (BACKGROUND) FINISH CURB RAMP SURFACE IN ACCORDANCE WITH THE LATEST AMERICANS WITH DISABILITIES ACT SPECIFICATIONS. A V <I < J >a <= o ✓� N � j `3 ZD-11 r.. 6" VARIES 6" TOP OF CURB AT CURB RAMP SHALL BE 1/2 " MAX. ABOVE ASPHALT PAVEMENT SURFACE. TRUNCATED DOMES SEE DETAIL 604 - SWCR -02 THIS SHEET A <I P �. CONCRETE CURB 6„ �. -GREEN - ILLUMINATING N Q TAPE (ARROW) <1 (I <I a < -GREEN - ILLUMINATING TAPE (BORDER) * "VAN ACCESSIBLE" TO BE SECTION A -A CONCRETE CURB NOTED FOR SPACES DESIGNATED 1/2- PREMOLDED EXPANSION FOR THAT USE. JOINT FILLER WITH SEALANT (BOTH SIDES) TYPICAL CURB RAMP o8 NOT TO SCALE C7.0 NOTE: ALL STRIPES TO BE 4" PAINTED WHITE PAINTED HANDICAP o9 .o SYMBOL DETAIL c7 NOT TO SCALE dNT HANDICAPPED PARKING SIGNS - " WIDE / \STRIPE HANDICAP PARKING 08 STALLS C7.o NOT TO SCALE GENERAL NOTES: �r� -?� e.33 � + s � _ 13.33 %:a- 11 �o 8.93 go, � � m.axlrnucn Thasa dimenskm am based on a 8 in. curb ;� - - DA" - 0 2' _ hsight They shall bra proportionally adjusted rw �N fer other curb heights. v ' �j ci Provide: 2'-0 level strip if algebraicditmnccsa provide curb eas rraqulrrxt. <2> Where stto infeasibility pmdudes construction �, exam ds 11,110 may be monolltic with to the width shown, such width may t� e3.9"- i.d" lavel strip. dacrea5ad to a minimum cf 3' -Q, _ _ CHANGE OF GRADE 33 The bottom edge of the curb ramp shall be Soctipn i flush w i1h the edge of edjarent pavement Square pattem 211 2l' 2" be and gutter Brie. TRUNCATED DOMES USED 0"3- IN DETECTABLE WARNINGS `'' 4 Larding arses at the top of curb ramps shall - -- - -- ° havoc maximum cress slope of SO: 1 in any DETAIL OF RAMP GROOVES direction- When site infeasibility precludes a landing slope of 50 : 1 in any dimctton, the slope perpendicular to' the curb face shall not Brushed sand mtxturs exceed 501, Detectable warning siemanta — L.e9bax Sotbrog mortar SIDEWALK Go+�ato base SJ 42:1 5 Integral curb If site infeasibility precludes conatnection to --- --�... co the width shown, the landing width may be decreased to 31-0 minimum. The running �AMp PAVEMENT slope of the curb ramp may be steepened to a maximum of 10: 1 fora maximum D in. rise. IV to E %" prefomred joint `;liar --`� E T 6. Drainage inlets should be located uphill f urn curb neaps to pr mnt puddles atthe path RAMP AND BRICK SURFACE CONSTRUCTION DETAIL of travel. — - - -- 7. See Standard Drswing E 604•- =111 -12 for 12; 45 spa. 18" imprmeed access on narrow sidwmWks. PAVEMENT 6. Algobrrairc+differonce in grade botwoon the base FU INDIANA DEPARTMENT OF TRANSPORTATION of curb rorrrp and the outtoe shall bo limitod to Ios& _J th an 11 %. It It Is not pnac�ical, a 2'-4 wide SIDEWALK CURB RAMPS level strip shall be provldu3d. 8e� deterfl sketch. t�or�stn�cborr of curb if GENERAL NOTES &DETAILS ���� from rar`ip SEPTEMBER 2d03 9. MiriiY)um roeomt'h t l width of curb ramp it 4' -a. m STANDARD DRAWING NO. E SO4- SWCR -02 /a/ RkYiord L YanC&" No. gyp? #5x2'- 0 = 4 9 7 5 0 eta tit rruazv+ui W"FGix DAM OTATF OF ALTERNATE CURB CONSTRUCTION :�.�s ,�,�;�- •� �� g�_�_ AL "Ourm 1 ttr" C7F➢I YN Y t�7! rittl Ylt E M!!•t-t3i * Please see accompanied Aqua -Swirl specification notes. * See Site Plan for actual system orientatlon. 12 3/4" OD MAX Octagonal Base PI Manhole Frame and Rim elevations to match finished Cover by Manufacturer. - 32" OD = grade. HDPE risers can be field (See Detail) cut by Contractor. Pipe coupling - by Contractor. 12" tong Stub -out Varies by Manufacturer. i_ i t1;I Ili Swirl Inlet /OutletI� 60" -- 42" --- —1 38" Arched Baffles - I Gravel Backfell'. -� TIITII Plan View I�Ilill 12 " Bedding Bollards shall be placed around access I I II riser(s) in non - traffic areas to prevent I fl I hi 11=1 I 1 11=1 11=1 I II inadvertent loading by maintenance =1 Undisturbed Soil �_) 1 1=111 I I L: vehicles. i r- III -) I I =1 11- II I -I I I 1 Gra-A Samil srwll euerd at k'rfst 3.5 het ujuwd f,x . soil • • • • • t"11 C"'Cellt'AW dA Col t1 e, rig n,*)Ill of the $will •• •. •• (iil� WAG' (Iot6kPng flier) }^ edelk /:W Ia:rraly to + -a •e Concrete o ^Gl,ttutxd v45. (Se, MH r_ MA ttl *,w) v � Graved Rack`ilr — Place small amount of conrrcte. to suti-wrt and levd rnanhule twine. M NOr aloes manhole frame to rest utwn Hf)PF rlser. Manhole Frame & cover Detail For Non - Traffic Areas Only NTS Section A -A ndrrlg Aqua -Swirl Concentrator Model AS -2 CFD Standard Detail 1 2 3 4 5 6 7 8 9 �y� 10 11 12 13 14 15 16 of N'. 0 ( IN FEET ) 1 inch = ft. (ASSUMED NORTH) REVISION RECORD 0 M. ` .•�G�STF,��. �00 ftw 00 N• PE910337 : STATE OF -o •: i��•'�NCIANA O/ONA1 -E' ,,1111► DATE: 08/13/2007 DWN BY: MAT CHKD. BY: DMG SCALE: DATE: 06/11/2007 1 /2" FIBER MATERIAL x6- W1.4xW1.4 WWF /4 THE SIDEWALK THICKNESS WITH SEALANT DEEP SAWED OR TOOLED JOINT 6 OR THICKNESS OF DRIVEWAY, WHICHEVER <1 �/ �' <�7J IS GREATER .,r_� %� :� ,c� 1 =;� / ,� c j " r �; 4" #53 COMPACTED STONE COMPACTED SUB GRADE SIDEWALK DETAIL os NOT TO SCALE C7.0 NOTES: 1. SPACING BETWEEN TRANSVERSE JOINTS SHALL NOT EXCEED 1.25 TIMES WIDTH 2. SIDEWALK BUILT WITH DRIVAWAYS SHALL HAVE A MINIMUM THICKNESS OF 6" OR THICKNESS OF DRIVEWAY, WHICHEVER IS GREATER 3. JOINTS SHALL BE TOOLED OR SAWED TO A DEPTH OF THE SIDEWALK THICKNESS 5' -0" UNLESS OTHERWISE NOTED TOOLED CONTROL JOINT 1/2" WIDE, MIN. 1 1/2" DEPTH 6 CONC. SLAB W/ 6 " 1" RADIUS - TOOLED BROOM FINISH ROUND EDGE 6" TOPSOIL 6x6 W1.4xW1.4xW.W.F. V t. < < -1 ] 3 COVER (MINIMUM) I It 1� j = << (?t' `�`� (�� "j�J��� iL_�( }` �`���t'?- <� <1 ,; <I t #4 RE -BAR 4" COMPACTED ��Co 07 �� � "c ��- .O[�(_ < #53 STONE .�� \� f �' �,\ \< •(` < <' r J .�) 1 JC - Z >_ ) Ld �i 4�� ��� �� >t ii ... --.► \'/ it / :,\(- ' t• \� I ' � Ca - ; i CONCRETE---' '� <1 4,000 PSI ��- 4 r' <,� (" OMPACTED #53 iA` . STONE #4 RE -BAR <] 4" _- 4 ._ COMBINED CURB & WALK DETAIL o0 NOT TO SCALE C0.0 12" RESERVED PARKING' VAN' ACCESSIBLE HANDICAP PARKING o7 SIGN DETAIL c7.o NOT TO SCALE REEN — ILLUMINATING TAPE (LETTERS) LUE — ILLUMINATING TAPE (SYMBOL BLOCK) WHITE — ILLUMINATING TAPE (BACKGROUND) FINISH CURB RAMP SURFACE IN ACCORDANCE WITH THE LATEST AMERICANS WITH DISABILITIES ACT SPECIFICATIONS. A V <I < J >a <= o ✓� N � j `3 ZD-11 r.. 6" VARIES 6" TOP OF CURB AT CURB RAMP SHALL BE 1/2 " MAX. ABOVE ASPHALT PAVEMENT SURFACE. TRUNCATED DOMES SEE DETAIL 604 - SWCR -02 THIS SHEET A <I P �. CONCRETE CURB 6„ �. -GREEN - ILLUMINATING N Q TAPE (ARROW) <1 (I <I a < -GREEN - ILLUMINATING TAPE (BORDER) * "VAN ACCESSIBLE" TO BE SECTION A -A CONCRETE CURB NOTED FOR SPACES DESIGNATED 1/2- PREMOLDED EXPANSION FOR THAT USE. JOINT FILLER WITH SEALANT (BOTH SIDES) TYPICAL CURB RAMP o8 NOT TO SCALE C7.0 NOTE: ALL STRIPES TO BE 4" PAINTED WHITE PAINTED HANDICAP o9 .o SYMBOL DETAIL c7 NOT TO SCALE dNT HANDICAPPED PARKING SIGNS - " WIDE / \STRIPE HANDICAP PARKING 08 STALLS C7.o NOT TO SCALE GENERAL NOTES: �r� -?� e.33 � + s � _ 13.33 %:a- 11 �o 8.93 go, � � m.axlrnucn Thasa dimenskm am based on a 8 in. curb ;� - - DA" - 0 2' _ hsight They shall bra proportionally adjusted rw �N fer other curb heights. v ' �j ci Provide: 2'-0 level strip if algebraicditmnccsa provide curb eas rraqulrrxt. <2> Where stto infeasibility pmdudes construction �, exam ds 11,110 may be monolltic with to the width shown, such width may t� e3.9"- i.d" lavel strip. dacrea5ad to a minimum cf 3' -Q, _ _ CHANGE OF GRADE 33 The bottom edge of the curb ramp shall be Soctipn i flush w i1h the edge of edjarent pavement Square pattem 211 2l' 2" be and gutter Brie. TRUNCATED DOMES USED 0"3- IN DETECTABLE WARNINGS `'' 4 Larding arses at the top of curb ramps shall - -- - -- ° havoc maximum cress slope of SO: 1 in any DETAIL OF RAMP GROOVES direction- When site infeasibility precludes a landing slope of 50 : 1 in any dimctton, the slope perpendicular to' the curb face shall not Brushed sand mtxturs exceed 501, Detectable warning siemanta — L.e9bax Sotbrog mortar SIDEWALK Go+�ato base SJ 42:1 5 Integral curb If site infeasibility precludes conatnection to --- --�... co the width shown, the landing width may be decreased to 31-0 minimum. The running �AMp PAVEMENT slope of the curb ramp may be steepened to a maximum of 10: 1 fora maximum D in. rise. IV to E %" prefomred joint `;liar --`� E T 6. Drainage inlets should be located uphill f urn curb neaps to pr mnt puddles atthe path RAMP AND BRICK SURFACE CONSTRUCTION DETAIL of travel. — - - -- 7. See Standard Drswing E 604•- =111 -12 for 12; 45 spa. 18" imprmeed access on narrow sidwmWks. PAVEMENT 6. Algobrrairc+differonce in grade botwoon the base FU INDIANA DEPARTMENT OF TRANSPORTATION of curb rorrrp and the outtoe shall bo limitod to Ios& _J th an 11 %. It It Is not pnac�ical, a 2'-4 wide SIDEWALK CURB RAMPS level strip shall be provldu3d. 8e� deterfl sketch. t�or�stn�cborr of curb if GENERAL NOTES &DETAILS ���� from rar`ip SEPTEMBER 2d03 9. MiriiY)um roeomt'h t l width of curb ramp it 4' -a. m STANDARD DRAWING NO. E SO4- SWCR -02 /a/ RkYiord L YanC&" No. gyp? #5x2'- 0 = 4 9 7 5 0 eta tit rruazv+ui W"FGix DAM OTATF OF ALTERNATE CURB CONSTRUCTION :�.�s ,�,�;�- •� �� g�_�_ AL "Ourm 1 ttr" C7F➢I YN Y t�7! rittl Ylt E M!!•t-t3i * Please see accompanied Aqua -Swirl specification notes. * See Site Plan for actual system orientatlon. 12 3/4" OD MAX Octagonal Base PI Manhole Frame and Rim elevations to match finished Cover by Manufacturer. - 32" OD = grade. HDPE risers can be field (See Detail) cut by Contractor. Pipe coupling - by Contractor. 12" tong Stub -out Varies by Manufacturer. i_ i t1;I Ili Swirl Inlet /OutletI� 60" -- 42" --- —1 38" Arched Baffles - I Gravel Backfell'. -� TIITII Plan View I�Ilill 12 " Bedding Bollards shall be placed around access I I II riser(s) in non - traffic areas to prevent I fl I hi 11=1 I 1 11=1 11=1 I II inadvertent loading by maintenance =1 Undisturbed Soil �_) 1 1=111 I I L: vehicles. i r- III -) I I =1 11- II I -I I I 1 Gra-A Samil srwll euerd at k'rfst 3.5 het ujuwd f,x . soil • • • • • t"11 C"'Cellt'AW dA Col t1 e, rig n,*)Ill of the $will •• •. •• (iil� WAG' (Iot6kPng flier) }^ edelk /:W Ia:rraly to + -a •e Concrete o ^Gl,ttutxd v45. (Se, MH r_ MA ttl *,w) v � Graved Rack`ilr — Place small amount of conrrcte. to suti-wrt and levd rnanhule twine. M NOr aloes manhole frame to rest utwn Hf)PF rlser. Manhole Frame & cover Detail For Non - Traffic Areas Only NTS Section A -A ndrrlg Aqua -Swirl Concentrator Model AS -2 CFD Standard Detail 1 2 3 4 5 6 7 8 9 �y� 10 11 12 13 14 15 16 of N'. 0 ( IN FEET ) 1 inch = ft. (ASSUMED NORTH) REVISION RECORD 0 M. ` .•�G�STF,��. �00 ftw 00 N• PE910337 : STATE OF -o •: i��•'�NCIANA O/ONA1 -E' ,,1111► DATE: 08/13/2007 DWN BY: MAT CHKD. BY: DMG SCALE: DATE: 06/11/2007 12 [3 4 m ///—PAVEMENT J Z_ J/' INSTALLATION REQUIRED 1 EXTENDING 200 FROM STORM INLETS L OR MANHOLE WHERE SHOWN ON THE unu// u^ wn*um* rL°n .","_E MATERIAL ^`^` INDIANA DE,. ~" TRANSPORTATION SPEC3, No. 71Ei02 #8 WASHED _~~ --4 u/mwE/ER rEm,OR*/Eu 4 31 STONE HIGH DENSITY PIPE 'M|m ' '�|m ' ^ ` ' WITH "'HIGHWAY SOCK ''L'E'` it 4" PIPE UNDERDRAIN _� UNDER PAVEMENT NOT TO SCALE i 1 G F F; I C 166� A HOLE SIZE VARIES 2 #4 BARS- 28' LONG 6" MIN. (TYP.) NON—SHRINK GROU MAXIMUM TE OPENING 4 GREATER THAN O.D. OF PIPE ^ 0 PLAN VIEW: - --- CROSS SECTION: 4 COMPACTED #53 STONE le3� INLET TYPE A 0 _\C7 NOT TO SCALE 36 to 0m| `�| 5 ``°`,- I^~^`"``"...` SECTION A-A: |KJ|El- TYPE "M" NOT TO SCALE 4 I COMPACTED ro 304� #53 STONE ��_ J, X DIMENSIONS (INCHES) (MAX.) (I.D.) (MIN.) 18 48 25 NOTES: 48 28 24 48 31 27 60 1. 2. PIPE DRAIN FROM BOTTOM OF 30 60 38 33 60 41 36 CURB TO INLET; AGGREGATE TO BE 44 MAX. OPENING 4" GREATER EBARREL SECTION THAN A PLACED AROUND INLET ENO OF PIPE. A L] PLAN *C 2 . 3^ MIN. 0A ' PIPE TO BE KEPT _ro"o*%N OPENING #53 STONE OPEN FOR DRAINAGE OF SUBGRADE OR � n~ "°" G " 2 . G " 6 " \ BASE UNTIL SURFACE |3 PLACED. ^ DEPTH EXCEEDS 4'-0^ [AT 16^ MAX. ~ 3. OAST-|N-PLACE OR PRECAST INLET ' REINFORCED CRETE PIPE GATE VALVE PER AWWA C500 OF PIPE 4� p� SHALL BE CONSTRUCTED AND GATE VALVE AND BO?��7 q INSTALLED IN ACCORDANCE WITH 201 PIPE (NOTE 1 ~~- NOT TO SCALE D.O.T. REQUIREMENTS 4^ COMPACTED #53 STONE INDOT STANDARD SPECIFICATIONS. PAVEMENT IF NOT UNDER *MANHOLE STEPS REQUIRED |F �- G^ O.C. AT, WAY (AT 10" MAX. CM CENTERS) Lu 2 MINIMUM WIDTH 12" O*C.j E.yK , 4. TYPE � INLET IS INTENDED FOR j EDGE OF PAVEMENT, CURB GUTTER OR SIMILAR STRUCTURE IN THE PUBLIC RIGHT OF WAY USE PRIMARILY AS A SINGLE CURB MAXIMUM GRANULAR MATERIAL COMPACTED' LINE INLET AT THE LOW POINT OF A OPENING 4 - TO 95% MODIFIED PROCTOR 1 SAG VERTICAL CURVE. °'`E"'E'` DENSITY TO TOP OF TRENCH IF LESS THAN 5 WHEN PIPE IS FIELD CONNECTED TO THANOO OF PIPE OR WITHIN 5' OF EDGE OF PAVEMENT. IF GREATER ' A PRECAST UNIT, THE PRECAST UNIT THAN 5' FROM EDGE OF PAV AREA TO BE BACKFILLED WITH CLEAN MATERIAL THAT SHALL TAMPED OR WA K D INTO PLACE TO A SHALL INCLUDE A FIELD POURED 0 OD CONTAIN NO MORE THAN 10% CLASS "A" CONCRETE COLLAR OF A 6 MIN. OF 12 ABOVE TOP OF PIPE. PASSING A No. 200 SEIVE. cm LEGEND RAIN INCH MINIMUM LONGITUDINAL AND ID INSIDE DIAMETER OF PIPE RADIAL TH|CKNESS, OR A RUBBER - GASKET. G. SEE PLANS FOR TYPE OF CASTING. ``°`,- I^~^`"``"...` SECTION A-A: |KJ|El- TYPE "M" NOT TO SCALE 4 I COMPACTED ro 304� #53 STONE ��_ J, X DIMENSIONS (INCHES) (MAX.) (I.D.) (MIN.) 18 48 25 21 48 28 24 48 31 27 60 34 30 60 38 33 60 41 36 60 44 " 10 112 J13 114 15 16 ��-U--°- 'SET TOP FLUSH WITH FINISHED GRADE. TO BE MARKED "WATER" 3—PIECE ADJUSTABLE F-42_ 60 50 C>Ij | | VALVE BOX Sc SLEEVE G^ TOPSOIL R-3010 NOTE: SUPPORT VALVE BOX m WITH BRICK OR BLOCK m ,CURB MANHOLEK3_4� NOT TO SCALE \2� 0-j1 DIMENSIONS (I CHES) //-8" PRECAST REDUCER CAP (I.D.) (MIN) 18 48 25 21 <1 28 WATER MAIN v I-001 31 27 60 34 30 60 38 33 60 41 PRECAST MANHOLE SECTION---, MAX. OPENING 4" GREATER EBARREL SECTION THAN A GROUT A L] MAXIMUM *C PIPE 4000 PSI _ro"o*%N OPENING #53 STONE BARREL SECTION VALVE FLANGED TO FITTINGS CONCRETE THRUST BLOCK 4" GREATER A � MANHOLE STEPS REQUIRED IF ASTM C-478 CLASS A DEPTH EXCEEDS 4'-0^ [AT 16^ MAX. THAN O.D. STORM MANHOLEKo5 REINFORCED CRETE PIPE GATE VALVE PER AWWA C500 OF PIPE 4� p� � �� <�N� ���� ~—� UNO|�0�� �R� GATE VALVE AND BO?��7 q co z NOT TO SCALE D.O.T. REQUIREMENTS 4^ COMPACTED #53 STONE ENSURE PAVEMENT IF NOT UNDER *MANHOLE STEPS REQUIRED |F �- G^ O.C. OBPTH EXCEEDS 4-O' tACH WAY (AT 10" MAX. CM CENTERS) Lu 2 ,CURB MANHOLEK3_4� NOT TO SCALE \2� 0-j1 DIMENSIONS (I CHES) (MAX) (I.D.) (MIN) 18 48 25 21 48 28 24 48 31 27 60 34 30 60 38 33 60 41 ,CLEANOUT NOT TO SCALE MAX. OPENING 4" GREATER EBARREL SECTION PAVEMENT LAWN 36 60 44 AREA AREA- 42 60 50 SEE PLANS FOR TYPE—\ is OF CASTING AND FRAME TOPSOIL SLEEVE 01 ONCRETE "0" RINGS _8" PRECAST 00 REDUCER CAP 1/2" CEMENT 2 1-011 MAXIMUM CLEANOUTSPACNG TO MORTAR BE NO MORE THAN 100 FEET. SECTION GROUT ,CLEANOUT NOT TO SCALE MAX. OPENING 4" GREATER EBARREL SECTION THAN A A OF PIPE REINFORCED CONCRETE Lj PIPE 4000 PSI _ro"o*%N CO #53 STONE < ".0 � MANHOLE STEPS REQUIRED IF DEPTH EXCEEDS 4'-0^ [AT 16^ MAX. ON CENTERS) STORM MANHOLEKo5 NOT TO SCALE \�7�.l HEAVY DUTY LAMPHOLE CASTING W/ SOLID LID, NEENAH R-1974 OR EQUAL CONCRETE COLLAR _j —6"(TYP) FINISH FLOOR <1 01 COMPACTED S L 4' MIN. SEE UTILITY BACKFIL PLAN FOR INVERTS SEWER / EXISTING GRADE �z cr- 00 4.5" WYE FITTING ftl MINIMUM LATERAL SEWER MA]m_] `-45^ ELBOW ELEVATION LATERAL DETAIL "All 09 r*"*N ' TO ENSURE GRASS GROWTH IF NOT UNDER PAVEMENT EDGE OF PAVEMENT, CURB MINIMUM WIDTH GUTTER OR SIMILAR STRUCTURE 1.25 OD + 12 IF WITHIN 5' OF EDGE OF IF NOT WITHIN 5' OF EDGE OF PAVEMENT, USE "B" E30RROW OR ��PAVEMENT: USE "B" BORROW EQUIV. GRANULAR MATERIAL ID COMPACTED TO 90% MODIFIED COMPACTED TO 95% MODIFIED PROCTOR DENSITY TO 1/6 OF PROCTOR DENSITY FOR ENTIRE PIPE DIAMETER AND REGULAR TRENCH BACKFILL #u cuMp*u|Lu b|umL d (MIN) 27" & SMALLER 3 is 0 FLEXIBLE PIPE SLEEVE 01 WYE 456 BEND NO MAXIMUM CLEANOUTSPACNG TO BE NO MORE THAN 100 FEET. DETAILro"6%%� ,CLEANOUT NOT TO SCALE LEGEND OD =OUTSIDE DIAMETER |D =INSIDE DIAMETER d =DEPTH OF BEDDING MATERIAL BELOW PIPE —duu BACKFILL TO TOP OF TRENCH DEPTH OF BEDDING MATERIAL BELOW PIPE ID d (MIN) 27" & SMALLER 3 is 0 Lo —#8 STONE DR APPROVED EQUIVALENT BEDDING MATERIAL HAND TAMPED OR WALKED INTO PLACE 1. ALL INITIAL BACKRLL SHALL � BE INSTALLED IN G" TO 12" BALANCED LIFTS. 2. A MINIMUM Q^ OF CLEARANCE � SHALL BE PROVIDED ON EACH � 8|OE OF THE INSTALLED PIPE. ,REINFORCED CONCRETE PIPE �RCPj_r1o__*N NQ0 00 sm 00 1 STATE OF aft 00 M4 4% DATE: 08/13/2007 DWN BY: MAT CHKD. BY: DMG SCALE: DATE: 06/1112007 _ Civil Designs 2415 Directors . Indianapolis, In 16211 317-241-1968 ' rAx-241-19e9 (D08-13-2007 rn REVISIONS PER TAC COMMENTS 0 Lo 01 NQ0 00 sm 00 1 STATE OF aft 00 M4 4% DATE: 08/13/2007 DWN BY: MAT CHKD. BY: DMG SCALE: DATE: 06/1112007 _ Civil Designs 2415 Directors . Indianapolis, In 16211 317-241-1968 ' rAx-241-19e9 rn 11011, TO CIAI,11 . ..... -- ---- -- ------ K I N G Lj _ro"o*%N < ".0 0 DISTANCE DEFINED BY D.O.T. REQUIREMENTS /—MIN. 6" TOPSOIL TO GRASS GROWTH ENSURE PAVEMENT IF NOT UNDER Lu 2 MINIMUM WIDTH j EDGE OF PAVEMENT, CURB GUTTER OR SIMILAR STRUCTURE IN THE PUBLIC RIGHT OF WAY 'B" BORROW OR EQUIVALENT LA—mi GRANULAR MATERIAL COMPACTED' TO 95% MODIFIED PROCTOR 1 0 DENSITY TO TOP OF TRENCH IF LESS THAN 12 OR WITHIN 5' OF EDGE OF PAVEMENT. IF GREATER 8 STONE OR APPROVED EQUIVALENT. EDDING MATERIAL HAND THAN 5' FROM EDGE OF PAV AREA TO BE BACKFILLED WITH CLEAN MATERIAL THAT SHALL TAMPED OR WA K D INTO PLACE TO A 0 OD CONTAIN NO MORE THAN 10% MIN. OF 12 ABOVE TOP OF PIPE. PASSING A No. 200 SEIVE. LEGEND OD OUTSIDE DIAMETER OF PIPE ID INSIDE DIAMETER OF PIPE NOTES: 1. ALL INITIAL BACKFILL SHALL BE INSTALLED IN 691 TO 12" V) BALANCED LIFTS. 2. A MINIMUM 9" OF CLEARANCE A; L BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. ' 2 3 4 I� 1 1 /MP\ N 8' 56:26"E 282-28 4 � a I ea 1 tole -� e . ` j• + ° ~- tale � ----- a d qL, 11 -A- � - tt - _a` _ tole _ te}e •- talc -- — toga— tale — s _'A Fa Yl- 1 0 q3C 1 G 1T- r > 1 b Cy 3 N D SOAPING ,,AS PART OF -1 ,f..•,`: �, ; OVERALL WESTO N PO I NTE RETAIL CENTER _ h \. .. 0 7 ::1 t 1 ry V o` o a V 1 G t 1 4 , v � f F 1 `1 Vr 1 1 Q. O 1 DESCRIPTION: xX_ z «. EXISTING ASPHALT ►r ar ` '�?c- ?G����3► EXISTING STONE ` `' ' V V V EXISTING CONCRETE ahel TEMPORARY BENCH MARK GUY TREES 3" CAL. & LARGER USE 2 "x4" STAKES SECTION CORNER (9 MAG NAIL SET SET TOP OF ROOT CROWN AT FINISH GRADE PK NAIL FOUND (9 MAG NAIL FOUND �I= IRON PIPE FOUND -C�- ELECTRICL PEDESTAL 9f POWER POLE 6) GAS VALVE (5) SANITARY MANHOLE TOP OF RIM SIGN TOP OF CASTING CURB INLET REINFORCED CONCRETE PIPE INLET POLYVINYL CONCRETE PIPE TELEPHONE CROSS --BOX O TELEPHONE MANHOLE djF TELEPHONE PEDESTAL -N- TELEVISION PEDESTAL END SECTION DECIDUOUS TREE AV/1- CONIFEROUS TREE TEMPORARY BENCHMARK WATER VALVE CONCRETE FIRE HYDRANT DESCRIPTION: OF TREE. DO NOT LEAVE STUBS FARM FIELD FENCE ATTACH GUY WIRE AND HOSE ABOVE FIRST BRANCH. BOTANICAL NAME FLOWLIN E SIZE ahel OVERHEAD ELECTRIC LINE GUY TREES 3" CAL. & LARGER USE 2 "x4" STAKES �-- UNDERGROUND ELECTRIC elec SET TOP OF ROOT CROWN AT FINISH GRADE UNDERGROUND TELEPHONE tele f /opt FIBER OPTIC LINE 45' WATER LINE wtr 4" DIA. X 4" SAUCER AROUND PLANTING PIT GAS LINE cos NV INVERT TOR TOP OF RIM TO C TOP OF CASTING RCP REINFORCED CONCRETE PIPE PVC POLYVINYL CONCRETE PIPE VCP VITRIFIED CLAY PIPE CMP CORRUGATED METAL PIPE CPP CORRUGATED PLASTIC PIPE E. S. END SECTION R/W RIGHT —OF --WAY TBM TEMPORARY BENCHMARK CONC. CONCRETE SQ■ SQUARE SF SQUARE FEET (D) DEED BEARING /DISTANCE (M) MEASURED BEARING/DISTANCEJ, 5 i SET PLANTS AT SAME LEVEL AS GROWN IN CONTAINER 16 ALTUM'S REALTY LIMITED PARTNERSHIP INSTRUMENT #99 -45727 -3" DEEP MULCH; WORK MULCH UNDER BRANCHES RAISE PLANT BED 2 ABOVE FINISH GRADE MIN. PREPARE ENTIRE PLANT BED TO A 6 DEPTH WITH AMENDED TOPSOIL UNDISTURBED SUBGRADE PLANTING DETAIL NOT TO SCALE HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW' CALL 2 WORKING DAYS BEf"ORE 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. 7 y SET TOP OF ROOT MASS 1 ABOVE . FINISH GRADE • L- . SPADE EDGE ~ �- � ! `" � ' f -• 1T , n t� r til �1ll /tl f I n i lot BED PREPARATION 6 4 PARTS TOPSOIL 1/4 PARTS PEAT 1/4 PARTS COMPOST NOT TO SCALE NEVER CUT LEADER. THIN UP TO OF BRANCHES RETAINING NATURAL SHA E OF TREE. DO NOT LEAVE STUBS KEY AR ATTACH GUY WIRE AND HOSE ABOVE FIRST BRANCH. BOTANICAL NAME STAKE TREES UNDER 3" CAL. USE WOOD SIZE STAKES 3 PER TREE @ 120' MATURE HEIGHT GUY TREES 3" CAL. & LARGER USE 2 "x4" STAKES �-- DRIVEN BELOW GRADE. (3 STAKES 120' APART) Acer x freemanii 'Jeffersred' SET TOP OF ROOT CROWN AT FINISH GRADE 2--1 \2" CUT ALL BINDING AND REMOVE WRAPPI FROM 50' TOP R OF 45' 3" MULCH LAYER AS SPECIFIED 4" DIA. X 4" SAUCER AROUND PLANTING PIT AF PULVERIZE SOIL Tilia americana x euchlora 'Redmond' EXCAVATED FROM HOLE AND 2 -1 \2" USE AS BAC K FI LL 35' LOOSEN SUBGRADE AROUND CENTER MOUND 30' AND INSTALL SAND AS NEEDED TO PROVIDE a ADEQUATE DRAINAGE AND AERATION GT STAKE TO BE 18" BELOW PIT IN Gleditsia triacanthos inermis 'Skycole' UNDISTURBED SUBGRADE 2 -1 \2" UNDISTURBED SUBGRADE BASE 45' M �9 JK Co 1 � J ` •1 3 `.l s ail i� 3" MULCH LAYER l AS SPECIFIED 1 - FINISH GRADE SHADE TREE PLANTING DETAIL NOT 70 SCALE -amt �;.T �� f-� �■r�� w►-wr .111� 4 Glow -am qw.n11110 � if 7L 1 _.._.. . -_.w ■ 1 .._.�_ ,�. .. ..h�ti:... n- n "� ✓.- :.J -J'1. •f ;.�.'._. �. ^.mot., ,.`. .r,./,_r... -�.:Et J.: ��. f.. �. 1.- �.... �.. �© �` �•,.. r, ._A.�.�..�_,t.ii�`.,l.r.__.T.+c 'r._�,_+1..4.,�n.�i .A /�.t. I r 15' UTILITY\ - `EASEMENT -- 7- i -4" WIDE TAPE CONSISTING OF 2 LAYERS OF CRINKLED PAPER CEMENTED TOGETHER, UP TO FIRST BRANCHES EXCAVATE HOLE 12" LARGER THAN ROOT BALL SCARIFY SIDES OF HOLE FINISH GRADE Al 1t RM 11 Z <- j_ ' .y LANDSCAPING AS PART OF OVERALL WESTON POINTED. r RETAIL CENTER v AF \, is ;1 -- LANDSCAPE NOTES 1. I Ht UUNTRACTOR SHALL LOCATE AND VERIFY THE EXISTENCE OF ALL UTILITIES PRIOR TO STARTING WORK. 2. THE CONTRACTOR SHALL. SUPPLY ALL PLANT MATERIALS IN QUALITY AND QUANTITIES SUI=FICIENT TO COMPLETE THE PLANTING AS SHOWN ON DRAWINGS. 3. ALL MATERIAL SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY THE "AMERICAN ASSOCIATION OF NURSERY STOCK, ANSI Z60.1- -1998, OR CURREN PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. 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 PER DETAIL ON THIS SHEET. 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 LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE. 9. THE LANDSCAPE CONTRACTOR SHALL REFER TO THE CONTRACT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 10. THE 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. ALL EXISTING LANDSCAPING SHALL BE PRESERVED: NO SOIL STOCKPILING OR STRIPPING, NO EQUIPMENT OR MATERIAL STORAGE SHALL 13E ALLOWED. AN ORANGE CONSTRUCTION FENCE SHALL BE CONSTRUCTED TO A DISTANCE OF NO LESS THAN 10 FEET OUTSIDE THE DRIP LINE OF THE EXISTING TREES. CONTACT LANDSCAPE ARCHITECT FOR ADDITIONAL INFORMATION. 16. DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING MOUNDS, FENCES, LIGHT POLES, OR OTHER SUCH AMENITIES ARE NOT PERMITTED IN THE RIGHT —OF —WAY. 17. ALL BEDS TO HAVE SPADE EDGE. 18. ALL SEEDED /HYROSEEDED TURF AREAS SHAW HAVE WEED FREE STRAW APPLIED TO RETAIN MOISTURE. E State _Roo d_.-3.34_ 1___- v - - - -W- 116th St_ _]�_ 1 ... _ _.. �1 80 If -,: ,r _� �!PROJECT L O CA 1 IF I Vk A.. VICINITY MAP NOT TO SCALE PLANTING SCHEDULE LEGEND KEY AR QTY 4 BOTANICAL NAME COMMON NAME SIZE REMARKS MATURE HEIGHT COND MATURE SPREAD Acer x freemanii 'Jeffersred' Autumn Blaze Maple 2--1 \2" Deciduous Canopy 50' 8 & 8 45' AF 2 Tilia americana x euchlora 'Redmond' Redmond Linden 2 -1 \2" Deciduous Shade 35' 8 & 8 30' a + GT 13 Gleditsia triacanthos inermis 'Skycole' Skfte Honeylocust 2 -1 \2" Deciduous Canopy 45' B & B 45' ZC 2 Zelkova serrato Village Green 2 -1 \2" Deciduous 50' Village Green Zelkovo 8 & B Canopy 35' GB 3 Ginkgo biloba 'Autumn Gold' Autumn Gold Ginkgo 2 -1 \2" Deciduous Canopy 45' 6 & B 35' i PC 2 Pyrus calleryana 'Cleveland Select' Cleveland Select Pear 2 -1 \2" Deciduous Ornamental 15' 8 & 8 40 ' _ MA Magnolia stellato _ 'Royal Star ' Royal Star Magnolia 2" Deciduous ornamental 15'--24' B & 8 10' -15' 07-170 MP 4 Malus 'Prairifire' Prairifire Crabapple 1 -1/2" Deciduous Ornamental 20' 8 & 8 20' rn - UU - SHEET OF MB 5 Magnolia x 'Betty Betty Magnolia 4` Deciduous shrub 10' 8 & 8 8' GG 5 Cercis conadensis Eastern Redbud Deciduous ornome I 25 ' ' JK 20 Juniperus chinensis 'Kallays Compact' Kallay Pfitzer Juniper 18" Evergreen Shrub 2' No. 3 Cont. 6' . JC 34 Juniperus chinensis 'Sea Green' Sea Green Juniper 18 "•-24" Evergreen Shrub 3' No. 3 Cont. 5-6' PM 15 � Plnus mug o 'Mops' ops Mugho Pine 18 -24 vergreen ru 2' -3' 3' No. 3 Cont. 5' RM 39 Rosa 'Radcon' Pink Knockout Shrub Rose 18 "- 4" Deciduous Shrub ' No. 3 Cont. ' SB 30 Spiraea x bumalda Anthony Waterer' Anthony Waterer Spirea 18" -24" Deciduous Shrub 3' No. 3 Cont. 4' -5' SG 28 Spiraea x bumalda 'Gold Flame' Gold Flame Spirea 18" -24" Deciduous Shrub 3' No. 3 Cont. 4' ViF 25 elge a flori a 'Java Red' Java Red Weigela 18" -24" Deciduous Shrub 3' No. 3 Cont. 4' { + TO 29 Thuja occidentalis � Woodwardii Woodward Arborvitae 24" Evergreen Shrub 4' No. 3 Cont. 4' �~ CC 4 Cotoneaster apiculata Cranberry Cotoneaster 15 " -18" Deciduous shrub 3' No. 3 Cont. 5' NB 8 Myrica pensylvanica Northern Bayberry 18 " -24" Deciduous Shrub 10' No. 3 Cont. 10' jalamagrostis x acutiflorc Karl Foerster's 18" -240 Ornamental 4' -5' CA 28 'Karl Foerster' Feather Reed Grass No. 2 Cont. Grass 31 h. 21 Pennisetum olopecuroides Hameln Fountain 18 " -24" Ornamental 30" Hameln Gross No. 2 Cont '' " . Grass 24 �PA i ��- T r { .,. + 1, -. f 82 Hemerocallis s PP• Stella de Oro Stella de Oro Daylilly �+ 12 Perennial 24" No. 1 Cont. 24" ' EF i 1&jionymuz %Ttunei 7 'Coloratus' 'Purple Wintercreeper 2 -1 /4" P.P. Evergreen Grouncover 12 ° -15" 50 /Fiat s' 8 9 10 11 12 13 14 � 20 0 10 20 ( IN FEET ) 1 inch = ZQ ft. (ASSUMED NORTH) REVISION RECORD 1O 08-13 -2007 REVISIONS PER TAC COMMENTS 0 0 DATE: DWN BY: Dj P CHKD. BY: DAP SCALE: 1 it = 20' DATE: 06/11/2007 Civil Designs 2415 Di rectors Row Ste. E Indianapolis, In 46241 317 -244 -1968 FAX - 244- -1969 ; x i s i a � i i t F j'rlMF4. f i 4 ' a S S } F PROJECT NUMBER 07-170 { DESIGN PHASE PRELIMINARY i t. PLAN NUMBER a 4 rn - UU - SHEET OF