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Home My WebLink About06090039 Civil Construction Plans Rcv. 1/4/2007 DOCSt M C • \17 I�4�e;'". - _? _ - - - -`. t::- - -__ - •+tom`. - i 11 ii ^-.. Y ETD ll el TITLE -SHEET MASTER GRADING PLAN SITE PLAN GRADING PLAN EROSION CONTROL PLAN EROSION CONTROL NOTES EROSION CONTROL DETAILS UTILITY PLAN SITE DETAILS SITE DETAILS LANDSCAPE PLAN PLAN DATE: 10 -27 -06 REVISED PLAN DATE: '12. 19 -06 DESCRIPTION: Q ADD BIKE RACK PER TAC COMMENT 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 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 FLOOOPLAINS, 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 Alb CONSTRUCTION LIMITS EROSION CONTROL PLAN SHEET C4.0 All 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 PLAN SHEET C3.0 A20 OFF --SITE CONSTRUCTION ACTIVITIES EROSION CONTROL NOTES SHEET C4.1 A21 PROPOSED SOIL STOCKPILES EROSION CONTROL NOTES SHEET C4.1 A22 SITE TOPOGRAPHY GRADING PLAN SHEET C3.0 A23 FINAL SITE TOPOGRAPHY IGRADING PLAN SHEET C3.0 EROSION CONTROL PLAN - CONSTRUCTION COMPONENT (Section B) # PLAN ELEMENT LOCATION B1 POTENTIAL POLLUTANT SOURCES EROSION CONTROL NOTES SHEET C4.1 B2 IMPLEMENTATION SEQUENCE EROSION CONTROL NOTES SHEET C4.1 83 CONSTRUCTION ENTRANCE LOCATION EROSION CONTROL NOTES SHEET C4.1 B4 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 B6 INLET PROTECTION MEASURE LOCATIONS AND SPECS EROSION CONTROL NOTES SHEET C4.1 87 RUNOFF CONTROL MEASURES PLAN SHEET C4.0; NOTES SHEET C4.1 B8 STORM WATER OUTLET PROTECTION SPECIFICATIONS PLAN SHEET C4.0; NOTES SHEET C4.1 89 GRADE STABILIZATION STRUCTURES PLAN SHEET C4.0; NOTES SHEET C4.1 810 CONSTRUCTION DETAILS FOR CONTROL MEASURES PLAN SHEET C4.0; NOTES SHEET C4.1 B11 TEMPORARY SURFACE STABILIZATION METHODS EROSION CONTROL NOTES SHEET C4.1 B12 PERMANENT SURFACE STABILIZATION METHODS EROSION CONTROL NOTES SHEET C4.1 B13 MATERIAL HANDLING AND SPILL PREVENTION PLAN EROSION CONTROL NOTES SHEET C4.1 B14 MONITORING AND MAINTENANCE- GUIDELINES EROSION CONTROL NOTES SHEET C4.1 B15 EROISION AND SEDIMENT CONTROL SPECIFICATIONS JEROSION CONTROL NOTES SHEET C4.1 EROSION CONTROL PLAN - POST - CONSTRUCTION COMPONENT (Section C) # PLAN ELEMENT LOCATION C1 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 E State Road 334 W 116th '. PROJECT LOCATION VICINITY MAP NOT TO SCALE DEVELOPER: W1 I S I Y G-nmour 9830 Bauer Drive Indianapolis, Indiana 46280 Phone: (317) 574 -5480 CIVIL ENGINEER: 2415 Directors Row Ste.E h Indianapolis, In 46241 317- 244 -1968 FAX- 244 -1969 Civil Designs 0�1111//4 Off, S "' i • /t) #40f • • • • 0 - C) ..� N9 ; PE910337 : = ' STATE OF s S! NA1 -0 �G� 4 t 1 1111 e�! DATE: 12/19, 2006 0 l� 09 003q M Lt K JI H G F E D C 0 2 GENERAL NOTES 3 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. 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. 4 5 BEFORE WORKING WITH OR AROUND EXISTING UTILITIES, THE APPLICABLE UTILITY COMPANY SHALL BE CONTACTED BY THE CONTRACTOR. THE CONTRACTOR SHALL PRESERVE AND PROTECT PROPERTY MARKERS, SECTION CORNERS, SURVEY MARKS AND CITY BENCH MARKS, SUCH AS STONES, PIPES, OR OTHER MONUMENTS ENCOUNTERED. IF THE CONTRACTOR MUST RELOCATE THE PROPERTY MARKERS OR MONUMENTS, THEIR LOCATION SHALL BE REFERENCED BY A REGISTERED LAND SURVEYOR AND THE OWNER NOTIFIED BEFORE MOVING. ALL PROPERTY MARKERS AND MONUMENTS RELOCATED DURING CONSTRUCTION SHALL BE RE-- ESTABLISHED BY A REGISTERED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE. i. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH DAY AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATERIALS TRACKED, " DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ON TO OTHER SITES, RIGHT --OF- -WAYS, PUBLIC OR PRIVATE STREETS, DRIVEWAYS, YARDS, OR ` SIDEWALKS. THE CONTRACTOR MUST CLEAN DAILY IF NECESSARY. WATER MAY BE USED AS A REDUCER. i. ROADWAY SURFACING AND BASE MATERIALS, OR ANY OTHER PROPERTY REMOVED OR DAMAGED SHALL BE REPLACED OR REPAIRED AS PROVIDED FOR IN THE SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED ' ' BY FEDERAL STATE, COUNTY, CITY OR LOCAL AGENCIES. EVERY EFFORT 1t 't SHALL BE MADE BY THE CONTRACTOR TO PROVIDE FOR ACCESS TO THE RESIDENCES ACROSS THE WORK AREA. ,1 3. THE CONTRACTOR IS SOLELY AND COMPLETELY RESPONSIBLE FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING EROSION CONTROL AND THE SAFETY OF ALL PERSONS AND PROPERTY; THIS REQUIREMENT SHALL APPLY CONTINUOUSLY 4. AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THE CONTRACTOR s n SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER ALLEGED, CONNECTION WITH, �.t 1 0��" HARMLESS FROM ALL LIABILITY, REAL, OR ALLE , IN �y � - s � THE PERFORMANCE OR WORK ON THE PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 3. INFORMATION ON DETAIL DRAWINGS TAKES PRIORITY OVER ALL GENERAL i,t , DRAWINGS AND SCHEDULES. CONFLICTS SHALL BE RESOLVED ACCORDINGLY. ' 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 A SHOWN ON THE DRAWINGS. 11. FOR CLARfTY OF THESE DRAWINGS, P IPES MAY NOT BE DRAWN TO SCALE ,..t OR EXACTLY LOCATED. 12. 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 a, IN THE CONTRACT OR SPECIFICATIONS. ALL ASSOCIATED BONDING REQUIREMENTS AND COSTS ARE INCIDENTAL TO THE CONTRACT. 13. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE T FIELD PRIOR TO THE START OF CONSTRUCTION. H E CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND ELEVATIONS DURING THEW" ENTIRE CONSTRUCTION SCHEDULE. IF ANY DISCREPANCIES ARE FOUND IN t ', THESE ENGINEERING PLANS FROM ACTUAL FIELD DIMENSIONS, THE CONTRACTOR IMMEDIATELY. SHALL CONTACT THE ENGINE E R TRUC ION METHODS AND MATERIALS MUST CONFORM TO CURRENT' 14. ALL CONS T tt +, � STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR u .� _Aa 1 LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. GRADING NOTES t a L MUST CONFORM TO CURRENT 1. ALL CONSTRUCTION METHODS AND MATERIALS STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. l� '+ .4 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO �,`.�t • E CONTRACTOR SHALL BE RESPONSIBLE FOR STARTING CONSTRUCTION THE t ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 3. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND /OR UTIL11Y COMPANIES SO AS NOT TO CAUSE DAMAGE. + ` :, t '; 4. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE' CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS LOCATION, SIZE AND DEPTH) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER t1t J; t EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. tt I COMPLETELY 5. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKF LLE D WITH ENGINEERED GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. tti tt i 6. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT tt � +'► - ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE � MATERIAL. THE NECESSITY FOR SUBDRAINS AND /OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED. PARKING AREAS WILL BE tt DETERMINED AT THE TIME OF CONSTRUCTION. 7. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS, AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, BIRD tt tt BATH CONDITIONS. tt 8. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. 9. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. 10. FLOW LINE ELEVATIONS ARE GIVEN AT END OF CONCRETE END SECTIONS., 11. TOR TOP OF RIM AND ND REFLECTS PAVEMENT GRADE, 5206 ROCKVILLE ROAD RC.U1U1NML VVM3 1F- vIJ 11�1ti. { (317) 844 --9200 INDIANAPOLIS, IN. 46224 CONTACT: CANDY FELTNER 317 -- 265 --3460 SPOT Tc 800.5 Be 800.0 STREETS STORM SEINER CARMEL STREET DEPARTMENT CITY ENGINEERS OFFICE 3400 W. 131 st STREET CARMEL CITY HALL WESTFIELD, IN. 46074 FIRST FLOOR (317) -- 595 -3120 ONE CIVIC SQUARE --- ohel -- (317)- 571 -2441 WATER UTILITY HOTLINE: VEOLIA WATER ELECTRIC METER BOX 1220 WATERWAY BLVD. WITHIN INDIANA 1 -800 -382 --5544 INDIANAPOLIS, IN. 46206 OUTSIDE INDIANA 1- -800 -- 428- -5200 (317)-639-1501 NOTE: INV THE SIZE AND LOCATION OF UTILITIES ARE PER PLANS AND LOCATIONS PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHALL BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES, TRAFFIC MANHOLE 2 3 14 5 ill t� t� t� a A tt 7 7 8 19 �'' � I10 1 1 I12 �13 I14 15 I16 UTILITY STATEMENT: �'tllr CaG'GI V" � ,- �;� E DESCRIPTION: ' DESCRIPTION: 800.0 PROPOSED SPOT Tc 800.5 Be 800.0 PROPOSED CURB ELEVATION 800 PROPOSED CONTOUR 80 _.____.. EXISTING CONTOUR REBAR SET PROPOSED GRADE BREAK --- ohel -- GUY WIRE PROPOSED FLOWLINE If] ELECTRIC METER BOX PROPOSED STORM SEWER ® DESCRIPTION: ' EXISTING ASPHALT imp EXISTING STONE .71. `j t7 r r . EXISTING CONCRETE i4� TEMPORARY BENCH MARK Q SECTION CORNER 0 REBAR FOUND 0 REBAR SET �f POWER POLE --- ohel -- GUY WIRE Er ELECTRIC TRANSFORMER If] ELECTRIC METER BOX f /opt LIGHT POLE ® GUARD POST --- TELEPHONE PEDESTAL INV MAIL BOX TOR SIGN TOC TRAFFIC POLE rR TRAFFIC MANHOLE ba WATER VALVE Y`z; FIRE HYDRANT G) WATER METER ® SANITARY MANHOLE O CLEAN OUT LH] CURB INLET TBM INLET ►Il DRAINAGE MANHOLE 0) GAS METER SF BUSH 4u 1. a DECIDUOUS TREE ABBREVIATIONS EP = EDGE OF PVMT. TC =TOP OF CURB BC = BOTTOM OF CURB TOR =TOP OF RIM (PAVEMENT ELEVATION) INV =STORM INVERT FL = FLOWLWE ME =MATCH EXISTING DESCRIPTION: ' BUSH imp DECIDUOUS TREE .,� CONIFEROUS TREE X X FARM FIELD FENCE _o —o— CHAIN LINK FENCE FLOWLINE GUARD RAIL --- ohel -- OVERHEAD ELECTRIC LINE --- efec -- UNDERGROUND ELECTRIC ---- te(e -- UNDERGROUND TELEPHONE f /opt FIBER OPTIC LINE -- wtr --- WATER LINE — gas- -- GAS LINE INV INVERT TOR TOP OF RIM TOC TOP OF CASTING RCP REINFORCED CONC. PIPE PVC POLYVINYL CHLORIDE 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 /DIST. A 9 �u� 10 11 12 13 14 15 16 30 0 15 30 { IN FEET ) 1 inch w 30 ft. {ASSUMED NORTH) REVISION RECORD 0 0 0 %�Itj��t�� M. e 0 0.00`a ��► NO PE910337 Ws ma STATE OF s lee �S +000• \�� 4�P S /ONAU �N `�� I I I I I 1 %0 DATE: 1 2/1 cg/2006 DWN BY: TCW CHKD. BY: imp SCALE: 1" = 30' DATE: 10/27/2006 Civil Designs 2415 Directors Row Ste.E Indianapolis, In 46241 317-244-1968 FA%- 244 -1969 Lu uu Mr waluxMM V) z u V) �tflrfY�3Cie �Y!f.•ca1K°t 7rr7Y;li7fj`i;tli7. W Q Lu armo z U uj F-Mm Z LLJ 0 croo yCL < ou � U U01) t/1 �w O Im w PROJECT NUMBER 06 -192 DESIGN PHASE C OIKJSTRUCTION PLAN NUMBER UA o SHEET 2 OF 71 1 _12 I3 I4 I5 (g I7 I8 9 - - -- _I10 �11 I12 13 I14 I15 I16 SITE LAYOUT NOTES 1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY, OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 2. ALL PARKING STRIPES ARE TO BE 4" PAINTED WHITE. UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS, OR SPECIFICATIONS. 3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT OR FACE OF CURB, WHERE APPLICABLE, L 4. ALL DIMENSIONS ARE TO OUTSIDE FACE OF BRICK OR FACING MATERIAL, WHERE APPLICABLE. 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE , _ , _._ x � x �. � .� x ___ x ____ x _._ _ .__ x , _._ R , 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 PLANS FROM ACTUAL FIELD DIMENSIONS, THE CONTRACTOR - - - - `'�� ' 9. o ', ° ° SHALL CONTACT THE ENGINEER IMMEDIATELY. �;-� ----- --�__� 6. PROVIDE SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO EXISTING AREAS AS NECESSARY. ALL AREAS WHERE PROPOSED PAVEMENT MEETS EXISTING PAVEMENT, THE EXISTING EDGE OF PAVEMENT SHALL BE FREE OF ALL LOOSE _ _- �__ -�-.. - _____________---- --_- -- ��-- --= -- -r-- -� -- � DEBRIS. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY j 7 SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ` ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING. 7. ALL EXCAVATED AREAS TO BE SEEDED AND /OR SODDED AFTER FINISH GRADING UNLESS OTHERWISE NOTED. ALL NEWLY SODDED /SEEDED AREAS SHALL HAVE A MINIMUM OF 4" OF TOPSOIL. HOLD SOIL DOWN 1' FROM PAVEMENT ELEVATION. CONTRACTOR TO SUPPLY STRAW MULCH WHERE GRASS SEED HAS BEEN PLANTED. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS / • 0 WHERE TRAFFIC BY CONTRACTORS, SUBCONTRACTORS OR SUPPLIERS HAVE DAMAGED EXISTING PAVEMENT, LAWNS OR OTHER IMPROVEMENTS DURING % CONSTRUCTION, AFTER CONSTRUCTION WORK IS COMPLETE. ; 9. ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY BACKFILLED WITH GRANULAR BACKFILL. jJ 10. ALL RADII INDICATED SHALL BE CONSTRUCTED AS CIRCULAR ARCS. �: GI F O EN ERAL NOTES REGIONAL WASTE DISTRICT 5206 ROCKVILLE ROAD (317 ) 844--9200 INDIANAPOLIS, IN. 45224 1. THE UTILITIES INDICATED ON THESE PLANS AND ON THE SURVEY MAY �\ 6" CONCRETE CURB NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING UTILITIES STORM SEWER CARMEL STREET DEPARTMENT PRESENT ON AND AROUND THE SITE. THE LOCATION AND SIZE OF 3400 W. 131st STREET CARMEL CITY HALL THESE UTILITIES MAY BE APPROXIMATE. THE ENGINEER SHALL NOT FIRST FLOOR (317)- 595- -3120 BE HELD LIABLE FOR ANY INACCURATE UTILITY INFORMATION INDICATED, (317) -- 571 --2441 IMPLIED, OR NOT INDICATED ON THESE PLANS. UTILITY HOTLINE: 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND MAINTAIN 1220 WATERWAY BLVD. WITHIN INDIANA 1-- 800 -- 382 --5544 IN SERVICE ALL EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION OUTSIDE INDIANA 1-- 800 -- 428 --5200 (317) -- 639 --1501 UNLESS OTHERWISE INDICATED IN THE DRAWINGS. ANY PIPING, WHICH THE SIZE AND LOCATION OF UTILITIES CAN BE REMOVED DURING CONSTRUCTION WITHOUT UNDUE INTERRUPTION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES OF SERVICE MAY BE REMOVED AND REPLACED BY THE CONTRACTOR, AT FOR FIELD LOCATION OF SERVICES. HIS EXPENSE WITH THE PERMISSION OF THE OWNER. 3. BEFORE WORKING WITH OR AROUND EXISTING UTILITIES, THE APPLICABLE l � i UTILITY COMPANY SHALL BE CONTACTED BY THE CONTRACTOR. 4. THE CONTRACTOR SHALL PRESERVE AND PROTECT PROPERTY MARKERS, SECTION CORNERS, SURVEY MARKS AND CITY BENCH MARKS, SUCH AS STONES, PIPES, OR OTHER MONUMENTS ENCOUNTERED. IF THE CONTRACTOR MUST RELOCATE THE PROPERTY MARKERS OR MONUMENTS, THEIR LOCATION SHALL BE REFERENCED BY A REGISTERED LAND SURVEYOR AND THE OWNER NOTIFIED BEFORE MOVING. ALL PROPERTY MARKERS AND MONUMENTS RELOCATED DURING CONSTRUCTION SHALL BE RE-ESTABLISHED BY A REGISTERED LAND SURVEYOR AT THE , CONTRACTOR'S EXPENSE. 4 1. ...... :�_ -`' 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH DAY `A AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATERIALS TRACKED, DUMPED, SPILLED OR WIND BLOWN FROM THE SITE ON TO OTHER SITES, RIGHT- -OF- -WAYS, PUBLIC OR PRIVATE STREETS, DRIVEWAYS, YARDS, OR SIDEWALKS. THE CONTRACTOR MUST CLEAN DAILY IF NECESSARY. WATER MAY BE USED AS A REDUCER. 1 6. ROADWAY SURFACING AND BASE MATERIALS, OR ANY OTHER PROPERTY REMOVED OR DAMAGED, SHALL BE REPLACED OR REPAIRED AS PROVIDED FOR IN THE SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ilk ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED � BY FEDERAL STATE COUNTY CITY OR LOCAL AGENCIES. EVERY EFFORT E l� DE BY THE CONTRACTOR TO PROVIDE FOR ACCESS TO SHALL BE MA THE RESIDENCES ACROSS THE WORK AREA, 8. THE CONTRACTOR IS SOLELY AND COMPLETELY RESPONSIBLE FOR JOB - SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS EROSION CONTROL AND THE SAFETY OF ALL PROJECT, INCLUDING ERO N PERSONS AND PROPERTY; THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER �; 7 HARMLESS FROM ALL LIABILITY, REAL, OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OR WORK ON THE PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 9. INFORMATION ON DETAIL DRAWINGS TAKES PRIORITY OVER ALL GENERAL DRAWINGS AND SCHEDULES, CONFLICTS SHALL BE RESOLVED ; V-7 O- �N ACCORDINGLY. } 10. WHEN CONNECTIONS ARE TO BE MADE TO EXISTING PIPING AND WHERE CONSTRUCTION IS IN THE VICINITY OF STRUCTURES OR 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. t � PIPES MAY NOT BE DRAWN TO SCALE 11. FOR CLARITY OF THESE DRAWINGS, OR EXACTLY LOCATED, E 12. 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 1` D C BI AI IN THE CONTRACT OR SPECIFICATIONS. ALL ASSOCIATED BONDING REQUIREMENTS AND COSTS ARE INCIDENTAL TO THE CONTRACT. 13. 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. 1 14. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. UTILITY CONTACTS ELECTRIC GAS CINERGVPSI VECTREN 100 S. MILL CREEK ROAD 1630 NORTH MERIDIAN STREET NOBLESVILLE, IN. 4£060 INDIANAPOLIS, IN. 46202 (317) --776 --5316 (317) --926• -3351 SANITARY SEWER TELEPHONE ^I A %P or1eN%ArK1t1%1IIN1 J"`' REGIONAL WASTE DISTRICT 5206 ROCKVILLE ROAD (317 ) 844--9200 INDIANAPOLIS, IN. 45224 ,1 G7 , {317 } --265 -3460 CONTACT: CANDY FELTNER 6" CONCRETE CURB STREETS STORM SEWER CARMEL STREET DEPARTMENT CITY ENGINEERS OFFICE 3400 W. 131st STREET CARMEL CITY HALL WESTFIELD, IN. 46074 FIRST FLOOR (317)- 595- -3120 ONE CIVIC SQUARE (317) -- 571 --2441 WATER UTILITY HOTLINE: VEOLIA WATER 1220 WATERWAY BLVD. WITHIN INDIANA 1-- 800 -- 382 --5544 INDIANAPOLIS, 1N. 46206 OUTSIDE INDIANA 1-- 800 -- 428 --5200 (317) -- 639 --1501 NOTE: THE SIZE AND LOCATION OF UTILITIES ARE PER PLANS AND LOCATIONS PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHALL BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. C� 6? t � 3-51 ti i w ` i 1 ` 1 \ VA 0 w E S _-� 2 3 4 5 6 7 8 la 0 g \ N1 y HOLEY MOCEY SAYS "DIG SAFELY" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 11"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. 4 .4: _ _- :'Fiii'.- .. � 'mss '•: : .. YU. }f _1A�. p, 21 I .� E State _Road 334 W..116th St _y ��% • ; moo° '� �, %.:. �. � ", ` 4 " PROJECT LOCATION 't! �� ~j ((ar - 21 VICINITY MAP NOT TO SCALE LAND DESCRIPTION AL_ DESCRIPTION WESTON_POINTE_ OFFICE PARCEL "F" Being a part of the Southwest Quarter of Section 6, Township 17 North, Range 3 East, Clay Township, Hamilton County, Indiana and being more particularly described as follows: Commencing at the northeast corner of the Southwest Quarter of Section 6, Township 17 North, Range 3 East; thence South 89. degrees. 56 minutes 26 seconds West 1,377.69 feet along . the north line of said Southwest Quarter to the northwest corner of Block "C" of the Plat of Townes at Weston Pointe Section 1 recorded at instrument number 200400067374, Plat Cabinet 3, Slide 489 in the Office of the Recorder of Hamilton County, Indiana; thence South 15 degrees 04 minutes 16 seconds East 5.49 feet along the westerly line of said Block "C" to the POINT OF BEGINNING; thence South. 34 degrees 16 minutes 21 seconds West 219.35 feet; thence North 55 degrees 43 minutes 39 seconds West 116.49 feet; thence South 15 degrees 04 minutes 16 seconds East 356.65 feet; thence South 74 degrees 55 minutes 44 seconds West 69.00 feet; thence South 13 degrees 14 minutes 30 seconds East 29.25 feet to the north line of the public right of way of Weston Point Drive per plat {the following three courses along said right of way line; thence North 76 degrees 45 minutes 30 seconds East 104.82 feet to a curve concave southerly having a radius of 230.00 feet; thence easterly along said curve an arc length of 124.97 feet, being subtended by a chord of South 87 degrees 40 minutes 31 seconds East 123.44 feet; thence South 72 degrees 06 minutes 32 seconds East to the aforesaid west line of Block "C"; thence North 15 degrees 04 minutes 16 seconds West along said west line 538.81 feet to the POINT OF BEGINNING, containing 2.24 acres, more or less. PROPOSED SITE LECEN D: DESCRIPTION: SOUTH..,...., GENERAL BUSINESS LIGHT DUTY PAVEMENT GENERAL BUSINESS HEAVY DUTY PAVEMENT ,1 G7 , CONCRETE PAVEMENT 0 6" CONCRETE CURB 9 CONCRETE CURB AND WALK 9 HANDICAP SYMBOL 0 HANDICAP RAMP HANDICAP SIGN PRECAST CONCRETE PARKING BARRIER S IT E DATA: DETAIL # /SH. # DETAIL 01 /C7.0 DETAIL 02/C7.0 DETAIL 03/C7.0 DETAIL 04 /C7.0 DETAIL. 05/C7.0 DETAIL 06/C7.0 DETAIL 07/C7.0 DETAIL 08/C7.0 BUILDING DATA: BUILDING AREA......... 139573 SF PROPOSED PARKING DATA: STANDARD PARKING = 97 SPACES (9' x 20') HANDICAP PARKING - 4 SPACES TOTAL PROPOSED PARKING = 101 SPACES PROPOSED USE......... COMMERCIAL (RETAIL,) ZONING DISTRICT ....... GENERAL BUSINESS ADJACENT ZONING CLASSIFICATIONS: NORTH........ GENERAL BUSINESS SOUTH..,...., GENERAL BUSINESS EAST ........... GENERAL BUSINESS WEST.....,.... HIGH INTENSITY RESIDENTIAL BUILDING SETBACKS: FR ON T........ 30' SETBACK REAR.......... 15' SETBACK SIDE ........... 15' SETBACK 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. CAUTION The locations of all existing underground utilities shown on this drawing are based on above round evidence or information gathered during the field survey portion of this project. As such this information i speculative in nature only and should not be construed as fact. There P Y 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 j and all construction. CALL TOLL FREE 1 - BOO -3B2 -5544 10 i1 12 13 14 JF5 16 REVISION RECORD 1� 12/04/06 - DJP ADD BIKE RACK PER TAC COMMENT 0 1" = 30' DATE: 0 0 N�l M• .0 ®�� ERA •'• 0 PE910337 ono �- STATE OF t aft so S/O N A1- eN 1: i�. DATE: 1 2/1 9/2006 DWN BY: TCW CHKD. BY: imp SCALE: 1" = 30' DATE: 10/27/2006 Civil Designs 2715 Directors Row S[e.E Indianapolis, In 46241 317- 211 -1968 FAX- 244 -1969 LU �MITM��rr �r��tr� t�at�e�asir�r OUP � moms" QQ e= z W° � F� Z LU 0 Ce CL < z U O U w un V) O PROJECT NUMBER 06 -192 DESIGN PHASE CONSTRUCTION PLAN NUMBER SHEET 3 OF i i 1 2 13 M GENERAL 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 L HIS EXPENSE WITH THE PERMISSION OF THE OWNER. 3 BEFORE WORKING WITH OR AROUND EXISTING UTILITIES THE APPLICABLE 4 5 16 7 18 L A� (10 11 I12 I13 I14 I15 I16 CAUTION The locations of all existing underground utilities shown on this drawing are based on above ground evidence or information gathered during the field survey ortion of this project. As such, this information is speculative in naffe only nd should not be construed as fact. There P be other existing underground utilities for which no above may also g g 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 1-600- 362-5544 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. HOLEY MOLEY SAYS "DIG SAFELY" UTILITY COMPANY SHALL BE CONTACTED BY THE CONTRACTOR. - -� (�a" o`� -r rte- PROPERTY MARKERS _ _ _..... - - --- o L �� SHALL PRESERVE AND PROTECT P ITS THE LAW' 4. THE CONTRACTOR - ° - -- `- ., f _ SECTION CORNERS SURVEY MARKS AND CITY BENCH MARKS, SUCH AS 9io-- --- --_ . - 1 " -- ~- --- -�' -== -- -�- ---� ,� . 4. _... - __._.._...�_��- ...._ .._ _.� ' -- -- _ r _ _ _ - , r ,1. _. w . _ . - . _ / CALL 2 WORKING DAYS BEFORE YOU DIG STONES, PIPES, OR OTHER MONUMENTS ENCOUNTERED. IF THE MONUMENTS 1-800-�382 -5544 0 CONTRACTOR MUST RELOCATE THE PROPERTY MARKERS R x - x - x __ x X.... _ x -- - x -- x x -- x x -- x x x x __ --.- --- - THEIR LOCATION SHALL BE REFERENCED BY A REGISTERED LAND �.;. ________________________ _ __ _______ x x x x� x x CALL TOLL FREE SURVEYOR AND THE OWNER NOTIFIED BEFORE MOVING. ALL PROPERTY - -- -=-=k - X--- -. -- - - - -- ------ - - - - -- - - - -- - - - - - -- - _________ ___ .�____ -� �• PER INDIANA STATE LAW IC8 --1 -26 SHALL BE � � � � - - � � " � , .. � .� �� . MARKERS AND MONUMENTS RELOCATED DURING CONSTRUCTION _ r IT IS AGAINST THE LAW TO EXCAVATE Q ' _ .. ♦ r~ ti o� �� . ,` RE- ESTABLISHED BY A REGISTERED LAND SURVEYOR AT THE - r f x° WITHOUT NOTIFYING THE UNDERGROUND 907 l ♦ --- _ , � ._ _... _ -- � -� ,� •• ♦ 1 905-- CONTRACTORS EXPENSE. . . • '., LOCATION SERVICE TWO (2) WORKING K 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH DAY - �� '• •- -...,, " "`.r. � � ! ' _ '. DAYS BEFORE COMMENCING WORK. AND REMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATERIALS TRACKED, 1 _ _ _ - - , �- �_.__. -- -_. �� -- - �- _._ - __ SPILLED OR WIND BLOWN FROM THE SITE ON TO OTHER SITES, Xo a ; DUMPED -�-, , OO RIGHT -OF -WAYS, PUBLIC OR PRIVATE STREETS, DRIVEWAYS, YARDS, OR " SIDEWALKS. THE CONTRACTOR MUST CLEAN DAILY IF NECESSARY. - / j'` .�4 �- -; '` �o� �� x f WATER MAY BE USED AS A REDUCER. HAMILTON CO. HWY DEPT. NOTE 6. ROADWAY SURFACING AND BASE MATERIALS, OR ANY OTHER PROPERTY a ► t ( o E OVED OR DAMAGED SHALL BE REPLACED OR REPAIRED AS PROVIDED Q EXISTING PAVEMENT SHALL BE SAW CUT TO PROVIDE A S REMOVED .� TRANSITION TO NEW PAVMENT, FOR IN-THE SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS. -' 42(9 ,XW 7. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE w. • i X ` ` ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED ' • ,_ _ _ ��' -�.Y •� ' - - ' ` \ BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCIES. EVERY EFFORT X �• _ter ... •-- � '', 4 SHALL BE MADE BY THE CONTRACTOR TO PROVIDE FOR ACCESS TO4 0 ac THE RESIDENCES ACROSS THE WORK AREA. 906 8. THE CONTRACTOR IS SOLELY AND COMPLETELY RESPONSIBLE FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS .-. PROJECT, INCLUDING EROSION CONTROL AND THE SAFETY OF ALL J PERSONS AND PROPERTY; THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HALO THE OWNER AND THE ENGINEER ° HARMLESS FROM ALL LIABILITY, REAL, OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OR WORK ON THE PROJECT EXCEPTING FOR LIABILITY - ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. f' 9. INFORMATION ON DETAIL DRAWINGS TAKES PRIORITY OVER ALL GENERAL DRAWINGS AND SCHEDULES. CONFLICTS SHALL BE RESOLVED •� ACCORDINGLY. •� I 10. WHEN CONNECTIONS ARE TO BE MADE TO EXISTING PIPING AND g0 RE CONSTRUCTION IS IN THE VICINITY OF STRUCTURES OR WHERE • EXISTING PIPING THE LOCATION AND ELEVATION OF THE EXISTING PIPING (}0 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. FOR CLARITY OF THESE DRAWINGS, PIPES MAY NOT BE DRAWN TO SCALE OR EXACTLY LOCATED. - 12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR OR CONTRACTORS TO N 08TA1N ALL FEDERAL, STATE, COUNTY, CITY OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED. THE CONTRACTOR i OR CONTRACTORS ARE RESPONSIBLE TO PAY FOR ALL REQUIRED PERMITS H H 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. t 13. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE t' FIELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL r 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 CONTRACTO SHALL CONTACT THE ENGINEER IMMEDIATELY. 14. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. GI F E D C B A SRADINC NOTES 1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT 1 STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY / OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. " 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE " ENGINEER IMMEDIATELY. " 3. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY UNES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND /OR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE. " " 4. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS LOCATION, SIZE AND DEPTH) SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT AND OBSERVE DURING CONSTRUCTION. f 5. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY WITH ENGINEERED GRANULAR MATERIAL IF WITHIN ' 5 FEET OF PAVEMENT. 6. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. THE NECESSITY FOR SUBDRAINS AND /OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION. 7. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS, AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, BIRD BATH CONDITIONS. 8. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADE ELEVATIONS. 9. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRAOE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED. 10. FLOW LINE ELEVATIONS ARE GIVEN AT END OF CONCRETE ENO SECTIONS. 11. TOR = TOP OF RIM AND REFLECTS PAVEMENT GRADE. UTILITY CONTACTS ELECTRIC GAS CINERGY /PSI VECTREN 100 S. MILL CREEK ROAD 1630 NORTH MERIDIAN STREET NOBLESVILLE, IN. 46060 INDIANAPOLIS, IN. 46202 (317)-7716-5316 (317)- 926 -3351 TELEPHONE SANITARY SEWER nI .v 'r ^1A1k1t%1 ifn J °U REGIONAL WASTE DISTRICT 5206 ROCKVILLE ROAD (317) 844 -9200 INDIANAPOLIS, lN. 46224 CONTACT: CANDY FELTNER (317)-265-3460 PROPOSED CURB ELEVATION STREETS STORM SEWER CARMEL STREET DEPARTMENT OFFICE 0 CITY ENGINEERS F 3400 W. 131st STREET CARMEL CITY HALL WESTFIELD, IN. 46074 FIRST FLOOR (317)- 595 -3120 ONE CIVIC SQUARE CONCRETE (317)- 57 1 -2441 WATER \\ vEOLIA WATER UTILITY HOTLINE: 1220 WATERWAY BLVD. WITHIN INDIANA 1 -800- 382 -5544 INDIANAPOLIS, IN. 46206 OUTSIDE NDIANA 1 -800 -428 -5200 I (317)-639-1501 NOTE: INV(NW) = 89� THE SIZE AND LOCATION OF UTILITIES ARE PER PLANS AND LOCATIONS PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHALL BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. VCP 2 3 TYPE J h TOR /., / INV (N) INV (W i ; H ;f X NOSECTION a - INLET 1-- x TVR - 903-11 �' - f r�y.i►+ - r ON S CURB INLET TOR = 943:54 INV(S)• - 898.94 C URB IN _ TOR = 903.55 110 �� -- .. _ ._ ___ -- jNV(S) ..898:95 -•- ,.. , ... -._ , � - CURB INLET TOR - 903.56 INWSl? - 898.81 _ 4 5 7 \ NJ V000 � �o 0 905_- -� .., 24" ROLL CURB �^ J (PLANTER) oh. TEMP RARY JOB RAILER ..... h , ;X �•; �j. 111 { � � �; . �� ` \`, • 111 '° °STQ'RM INLff 9 C AN H L R, = 9 2.83 t 903.0 1� i V ;(S) _ §00.37 so .37 : IjNV '(N) =1 9,00.37 1 Ala IN, 0 (w) =19 0.37 ' E NAH R 4 15 -C '1' ,. i p • oh. . J .I 1 so 9 05 (905.1 t t I • = + .� r, r -- �I PROJECT LO CATI O N E State Road 334 _JI w mein St nil �o W lOfitM1 St VICINITY MAP NOT TO SCALE �l 3ENCHMARKS: .S.G.S BM RONZE DISK LOCATED APPROXIMATELY 1.2 MILES SOUTHEAST OF IONSVILLE; APPROXIMATELY 0.24 MILES NORTHWEST OF THE ITERSECTION ON U.S. 421 AND WEST 106TH STREET, ON THE EAST IDE OF U.�. 421, SET IN THE TOP OF A CONCRETE POST 0.5' BOVE THE GROUND; A U.S.C. AND G.S. BENCHMARK TABLET STAMPED 78 1946". ELEV = 901.375 DESIGNS-- TBM 1 UT "X" IN GUTTER OF CURB 317.47'± EAST OF CENTERLINE OF ICHIGAN ROAD (U.S. 421) ELEV = 905.02 IVIL DESIGNS TBM#2 UT "X" IN GUTTER OF CURB 746.15'± EAST OF CENTERLINE OF ICHIGAN ROAD (U.S. 421) DESCRIPTION: soo.o PROPOSED SPOT Tc 800.54 SC 800.0 PROPOSED CURB ELEVATION � II PROPOSED � II 800 800 EXISTING CONTOUR II li II II - " ROLL ii I� i� FURB CONCRETE PROPOSED FLOWLINE \\ li \\ STORM SEWER GUARD POST j INLET TELEPHONE PEDESTAL TOR = 902.86 MAIL BOX INV(NW) = 89� SIGN !' INV(S) = 899. II TRAFFIC POLE l� II TRAFFIC MANHOLE 11 I! WATER VALVE VCP FIRE HYDRANT 11 II 11 ��tj WATER METER !l li I !�(CEw7r SANITARY MANHOLE TORR3Q_ 26 V N 899:26 CLEAN OUT [fl CURB INLET FLAT C I- INLET i ill c T... SQ. GAS METER 24' ROLLII BUSH t�U RQUftET DECIDUOUS TREE OR = 903.5 MEASURED BEARING /DIST. .-INV 4€ -_.., b.18 r -- �I PROJECT LO CATI O N E State Road 334 _JI w mein St nil �o W lOfitM1 St VICINITY MAP NOT TO SCALE �l 3ENCHMARKS: .S.G.S BM RONZE DISK LOCATED APPROXIMATELY 1.2 MILES SOUTHEAST OF IONSVILLE; APPROXIMATELY 0.24 MILES NORTHWEST OF THE ITERSECTION ON U.S. 421 AND WEST 106TH STREET, ON THE EAST IDE OF U.�. 421, SET IN THE TOP OF A CONCRETE POST 0.5' BOVE THE GROUND; A U.S.C. AND G.S. BENCHMARK TABLET STAMPED 78 1946". ELEV = 901.375 DESIGNS-- TBM 1 UT "X" IN GUTTER OF CURB 317.47'± EAST OF CENTERLINE OF ICHIGAN ROAD (U.S. 421) ELEV = 905.02 IVIL DESIGNS TBM#2 UT "X" IN GUTTER OF CURB 746.15'± EAST OF CENTERLINE OF ICHIGAN ROAD (U.S. 421) DESCRIPTION: DESCRIPTION: soo.o PROPOSED SPOT Tc 800.54 SC 800.0 PROPOSED CURB ELEVATION Q PROPOSED CONTOUR 800 800 EXISTING CONTOUR � ---- -- PROPOSED GRADE BREAK CONCRETE PROPOSED FLOWLINE •• c PROPOSED STORM SEWER GUARD POST i -- DESCRIPTION: DESCRIPTION: - - - PROPOSED UNDERDRAIN EXISTING CONCRETE PROPOSED BEEHIVE INLET Q PROPOSED CURB INLET REBAR FOUND PROPOSED MANHOLE � PROPOSED INLET GUY WIRE CONCRETE END SECTION DESCRIPTION: EXISTING ASPHALT ACC oCv� EXISTING STONE a EXISTING CONCRETE IQ� TEMPORARY BENCH MARK Q SECTION CORNER REBAR FOUND REBAR SET � POWER L PO E -ohel- GUY WIRE ET ELECTRIC TRANSFORMER 0 ELECTRIC METER BOX c LIGHT POLE -wtr -- GUARD POST i -- TELEPHONE PEDESTAL ® MAIL BOX TOR SIGN -� TRAFFIC POLE TR TRAFFIC MANHOLE �a WATER VALVE VCP FIRE HYDRANT G WATER METER 0 SANITARY MANHOLE O CLEAN OUT [fl CURB INLET IIIIIIIII INLET i ill c DRAINAGE MANHOLE SQ. GAS METER SF BUSH (D) DECIDUOUS TREE ABBREVIATIONS EP = EDGE OF PVMT. TC = TOP OF CURB BC = BOTTOM OF CURB TOR = TOP OF RIM (PAVEMENT ELEVATION) INV = STORM INVERT FL = FLOWLINE ME = MATCH EXISTING DETAIL # /SH. # DETAIL 01/C7.1 DETAIL SHEET C7.0 DETAIL SHEET C7.0 DETAIL SHEET C7.0 DETAIL SHEET C7.0 DETAIL 06/C7.1 DESCRIPTION: BUSH w DECIDUOUS TREE CONIFEROUS TREE X X FARM FIELD FENCE o CHAIN LINK FENCE FLOWLINE GUARD RAIL i W to -ohel- OVERHEAD ELECTRIC LINE -eiec- UNDERGROUND ELECTRIC - tele - - UNDERGROUND TELEPHONE f /opt FIBER OPTIC LINE -wtr -- WATER LINE -gas -- GAS LINE INV INVERT TOR TOP OF RIM TOC TOP OF CASTING RCP REINFORCED CONC. PIPE PVC POLYVINYL CHLORIDE 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 /DIST. 9 10 11 112 13 114 15 116 REVISION RECORD O 116AN no no o` 'VIs llfi 4, �•see ..• .• ST '• ^ Oft • NQ PE910337 STATE OF ANN si ��,� • �NOI Abp.'• �� 4° %Pj s/4 N A1. DATE:, 1 2/1 9/2006 DWN BY: TCW CHKD. BY: imp SCALE: 1 it = 30' DATE: 10/27/2006 Civil Designs 2415 Directors Row Ste.E Indianapolis, In 46241 317- 244 -1968 FAX -244 -1969 f. RN _. 4 1 w F- w U J � Q z OUQ � � V) InQQ J z � � cem o� w up, � ~w W0� SOU � ov) �w 0 F- V) W PROJECT NUMBER 06 -192 DESIGN PHASE CONSTRUCTION PLAN NUMBER C��30O SHEET 4 OF 17 M I L i I It F I E a C an A 2 EROSION CONTROL NOTES I 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 4 5 6 7 8 10 1 1 12 13 14 15 16 r__1. A I 1_171 n NJ 0 The locations of all existing un erground 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 1-600-362-5544. 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. HOLEY MOLEY SAYS "DIG SAFELY" FROM LEAVING THE SITE. ADDITIONAL EROSION AND SEDIMENT CONTROL CONSTRUCTION MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON-SITE INSPECTION. LIMITS O? 4. SEDIMENT LADEN WATER SHALL BE DETAINED BY EROSION CONTROL "ITS THE LAW' PRACTICES AS NEEDED TO MINIMIZE SEDIMENTATION IN THE RECEIVING STREAM. NO STORM WATER SHALL BE DISCHARGED FROM THE SITE IN A CALL 2 WORKING DAYS BEFORE YOU DIG te I k I _J -800-382-5544 MANNER THAT CAUSES EROSION AT THE POINT OF DISCHARGE. -1 S ;;;4 z:z_ - C ALL TO LL FR EE . . . . . . . . . . . . . . .... 5. WASTES AND UNUSED BUILDING MATERIALS SHALL NOT BE ALLOWED TO BE A,A A�_ AA, -1-26. PER INDIANA STATE LAW IC8 CARRIED FROM THE SITE BY STORMWATER RUNOFF. PROPER DISPOSAL OF . . . . . . . . . . . . . . . . . 07 IT IS AGAINST THE LAW TO EXCAVATE �0 5 ALL WASTES AND UNUSED BUILDING MATERIALS IS REQUIRED. . . . . . . . . . . . . . . . . . . . . . . . WITHOUT NOTIFYING THE UNDERGROUND _17 6. SEDIMENT BEING TRACED ONTO PUBLIC OR PRIVATE ROADWAYS SHALL BE . . . . . . . . LOCATION SERVICE TWO (2) WORKING NOT INCLUDE . . . . . . . . DAYS BEFORE COMMENCING WORK. MINIMIZED. CLEARING OF ACCUMULATED SEDIMENT SHALL I FLUSHING WITH WATER. CLEARED SEDIMLNI tSMALL bt NtIUNNLU 1U Wit . . . . . . . . . . . . .0 . . . . . . . . . . . .. . . . . . . . . . . . . . . . . SITE FOR DISPOSAL. . . . . . . . . . . . . 7. SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL DEVICES SHALL / . . . . . . NT . . . . . . SI LT FENCE BE COLLECTED AND REDISTRIBUTED ON SITE AFTER EACH RAINFALL EVE . . . . . . . . . . . .. AND AT LEAST ONCE A WEEK. ........ .. 8. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY P: .......... WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER 4� 0 r FABRIC. . . . . . . . . . . . . . . . . . . . . . . 9. ALL EXISTING STRUCTURES, FENCING, TREES AND ETC., WITHIN CONSTRUCTION . . . . . . AREA SHALL BE REMOVED AND DISPOSED OF OFF SITE. BURNING IS ALLOWED ON-SITE. 96 44, U(9" ......... 10. SCHEDULE OF EARTHWORK ACTIVITIES: 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 -4k CANNOT BE SEEDED WITHIN 14 DAYS OR ACTIVITY CEASES FOR MORE 04 THAN 21 DAYS OR AS DIRECTED BY THE ENGINEER. b) TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM MARCH 1 TO -_905 94" ROLL CURD FINAL GRADING OR AS SOON AS POSSIBLE. 14r AT ALL OTHER TIME OF THE YEAR. OCTOBER 31. STOCKPILE TOPSOIL PERMANENT AND FINAL VEGETATION AND STRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED WITHIN SEVEN (7) DAYS AFTER 90-- ....... iGRADING OR EXCAVATING CONTRACTORS, AND ALL OTHER CONT 11. INFORM ALL GENERAL CONTRACTORS, CONSTRUCTION MANAGEMENT FIRMS, . . . . . . . . . . . LANTER WITH PRIMARY OVERSIGHT ON INDIVIDUAL BUILDING LOTS OF THE TERMS AND CONDITIONS OF THE STORM WATER RULE 5, AND THE CONDITIONS AND . . . . .. . . . . . . . . . . . . . . . . . . . . . . TEMPC�RAR� TRAILER JOB STANDARDS OF THIS EROSION CONTROL PLAN SCHEDULE FOR tu N IMPLEMENTATION, AND THE CONSTRUCTION SITE EROSION CONTROL PLAN .................. ............ REPORT' . . . . . . . . . . ALL EROSION CONTROL PRACTICES WILL BE INSTALLED UNDER THE GUIDANCE OF A 12* -ENGINEERED PROFESSIONAL EXPERIENCED IN EROSION CONTROL. ALL OTHER NON . . . . . . . . . . . . . . NSTALLED ACCORDING TO EROSION CONTROL MEASURES INVOLVING VEGETATION WILL BE I . .... THE SPECIFICATIONS AND CRITERIA AS SET FORTH IN THIS EROSION CONTROL PLAN. . . . . . . . . . . 4,6 13. EROSION CONTROL PRACTICES WILL BE IMPLEMENTED ON ALL DISTURBED AREAS .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . WITHIN THE PROJECT SITE AND MAINTAINED IN WORKING ORDER BY THE . . . . . . . . . . 1. . ". , # L %� .,.- . . . . . . . . . . . . ... . . . . . . . CONTRACTOR. . . . . . . . . . . . . . . . . . . . . . . . . . SEQUENCE OF EROSION CONTROL MEASURES IMPLEMENTATION . . . . . . . . . 1z INITIAL SETUP CALL D LOCATE TO VERIFY LOCATION OF EXISTING UTILITIES. . . . . . . . . . . . . . . . . A AND IDEM 48 HOURS IN ADVANCE OF BEGINNING WORK. LIMITS. . . . . . . . . . . . . FLAG OR DENOTE ALL CONSTRUCTION -C6 PROJECT FIELD ---SJ '\-\' . . . . . . . . . . . . . . . . . . . . . . . . . POST A N0110E OF PROJECT IN PUBLICLY ACCESSIBLE LOCATION NEAR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NOI LETTER, NPDES PERMIT NUMBER (IF INCLUDE A COPY OF COMPLETED . . . . . . . . . . . . . OFFICE, TO Opp AVAILABLE), AND NAME, COMPANY NAME, AND CONTACT PERSON TELEPHONE NUMBER. . . . . ... . . . . . . . . . INSTALL PERIMETER SILT FENCE. . . . . . . . . . . . . . *INSTALL CON . . . . . . . . . STRUCTION ENTRANCE AND CONCRETE WASHOUT AREA. SANDBAG INLET PROTECTION FOR EXISTING STRUCTURES. . . . . . . . . . . . INSTALL DANDY BAGS AND 0� V INSTALL TEMPORARY SEDI ONTROL MAT. . . . . . . . . . . INSTALL ROCK HORSESHOE DAMS AT EXISTING END SECTIONS. MENT BASIN AND EROSION C . . . . . . . . . . . . . . . .. . . . . . . . . . . . 7'! BEGIN TOPSOIL REMOVAL TO STOCKPILE AREA AND ROUGH GRADE. . . . . . . . . . . 0 . . . . . . . . . . . . . . . .=&OVA ... .. AREAS). . . . . . . BEGIN SEEDING AND MULCHING PROGRAM (TEMPORARY SEED ALL DISTURBED . . . . . . . . . . . . . . . U 13 *IMPLEMENT SELF-MONITORING PROGRAM. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . AS REQUIRED. CONSTRUCTION *INSTALL ADDITIONAL SILT FENCES OR OTHER SUCH MECHANISM . . . . . . . . . . . . . .. . . . . . own. Do. LIMITS ON SEQUENCE DING IS COMPLETED. 1. TEMPORARY r% . . . . . . . . . . . 2. INSTALL STONE STAGING AREA FOR WORK ON BUILDINGS MANENT SEED SITE PERIMETER. 3. TEMPORARY OR PER . . . . . . . . . . . . A 4 INSTALL STORM AND OTHER UTILITIES. . . . .. 7 -k r 5. INSTALL INLET PROTECTION AS STORM INLETS ARE COMPLETED. 6. START BUILDING CONSTRUCTION. . . . . . . . . . . . . . . . . . . . . . . . . . . . (P I . . . . . . . . . . . . 7. COMPLETE PARKING LOTS, ROADWAYS AND CURBS. . . . . . . . . . . . . . . . . . . . . . . . 8. COMPLETE BUILDING. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9. FINAL GRADE, PERMANENT SEED, AND LAND SCAPE. . . . . . . . . . . . . . . i- E T VL , ll, , . ' \ " o C) 10.REMOVE TEMPORARY SEDIMENT BASIN, AFTER ENTIRE SITE HAS BEEN . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . 7) 9 0 7 3 " ";#e W 7 SEEDED. . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . 11.REMOVE TEMPORARY RUNOFF CONTROL STRUCTURES FROM . . . . . . . . . . -�X^ . . . . . . . . . . . . . . . . . . . . . . . . . . . COMPLETED AREAS. . . . . . . . 2 X�, . . . . . . . . . . . . OT . . . . . . . . . . . . . . . . .7 A *0 e . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . U 1 e . . . . . . . . . (3 o ro . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I. . . . . . . . . . . . . . t� 41 .0 . . . . . . . . . . )B:- - . . . . . . . . . . . . . Ir Ilk Ila . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CONSTRUCTION z . LIMITS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... I. SILT FENCE i L E T DB_ 7-7 4114 CURB 4 R 0 L C U R B _DB _4( DB CURB 11-ILET /J4 4 R t t--\ I21 E State Road 334 C: PR0JECT.z//1\\ Z ILO CATI 0 N 21 VICINITY MAP NOT TO SCALE RCP GAS VALVE PVC SANITARY MANHOLE VCP SIGN CMP CURB INLET CPP INLET E.S. TELEPHONE CROSS-BOX R/W TELEPHONE MANHOLE -a TELEPHONE PEDESTAL -a TELEVISION PEDESTAL SQ. DECIDUOUS TREE SF CONIFEROUS TREE (D) WATER VALVE ', C FIRE HYDRANT 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 Tam TEMPORARY BENCHMARK CONC. CONCRETE SQ. SQUARE SF SQUARE FEET (D) DEED BEARING/DISTANCE (M) MEASURED BEARING/DI STANCE ROLL 8 8 9. IL CU R B I o ................... 9 0-1.5 5 Idpop 24" ROL L J R Li qr�N OR 903�5 CURB INLEf -E I P 1 8 000 s ft-61. GRAVEL CONSTRUCTION CURB INLET ENTRANCE TOR 903-54 1-3 14 15 6 7 8 9 10 I 1 12 13 14 15 16 ---------- I 30 0 15 30 IN FEET 1 inch = 30 ft. (ASSUMED NORP-1) REVISION RECORD 0 M. UNST C) 040 ;;�, -06 NQOft a In * : 16� = PE910337 am sm STATE OF all DATE 2/19/2006 DWN BY: TCW CHKD. BY: imp SCALE: Ill= 301 DATE: 10/27/2006 Civil Designs 241 5 Directors Row Ste.E Indianapolis, In 46241 317-244-1968 FAX-244-1969 UJ LU U U UNogo= UJ Lz an UJ 0 oo.-00 CL z 0 A0=4& U LU PROJECT NUMBER 06-192 DESIGN PHASE CONSTRUCTION PLAN NUMBER SHEET OF I LI HI GI FI E D1 C B A RANKING: SALT TOLERANCE (TO BOTH SOIL SALTS & SPRAY) 1 GOOD T TOLERANCE 2 MEDIUM MT MEDIUM TOLERANCE - NOT TOLERANT S SLIGHT TOLERANCE SEEDBED PREPARATION APPLY LIME TO RAISE THV12-12-12 H TO THE LEVEL NEEDED FOR SPECIES BEING SEEDED. APPLY 23 POUNDS ANALYSIS FERTILIZER OR EQUIVALENT PER 1000 SQ. FT. APPROXIMATELY 1000 POUNDS PER ACRE) OR FERTILIZE ACCORDI G TO TEST. APPLICATION OF 150 LBS. OF AMMONIUM NITRATE ON AREAS LOW 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. 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. I7 I8 I9 A I10 11 I12 13 I14 15 �16 WHEAT OR RYE OATS ANNUAL RYEGRASS NON - IRRIGATED* IRRIGATED DORMANT SEEDING ** SEED TOLERANCE CHART SPECIES SEEDING RATE SUITABLE pH SITE SUITABILITY EROSION CONTROL MEASURE LBS /ACRE LBS /1000 SQ. FT. DROUGHTY WELL DRAINED WET LEVEL AND SLOPING, OPEN AREAS 1. TALL FESCUE 35 .8 W 2 1 2 ^ 25 STORM 5.5 -8.3 AND 1 PRIOR TO CLEARING AND GRADING U z 5 .12 STORM Q � AS NEEDED 3. KENTUCKY BLUEGRASS 15 .4 5.8 -7.5 Z 1 AND CREEPING RED FESCUE .� .4 WEEKLY, AFTER STORM EVENTS W U §� 0 W 00 .4 M to W U Z U >- KENTUCKY BLUEGRASS 25 SOIL Z W< M rn w i ZZ a- < ? _j cn W X z ZQ o a• Wv _ Wo �.� SOIL 1 CONDITION °� J a N J W Z 0 t� W w TOLERANCE WET NORM DRY GEN. SOIL SPRAY CREEPING RED FESCUE z 0 u) t- w O U f- ix 0 f-- r- w W u. z a _ Q o U.. t-- a'�-' = w t- CREEPING RED FESCUE 2 1 2 1 1 1 MED. 1 20 -25 12 -18 7 -21 8. TALL FESCUE 170 S FESTUCA RUBRA 2 1 2 AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE N/A KENTUCKY BLUEGRASS 2 1 2 1 1 1 MED. 1 20 -35 12 -18 10 -20 MT POA PROTINSIS 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 CROWN VETCH _ 1 1 2 - - LOW 1 5 -10 24 14-21 T CORONILLA VARLA RED CLOVER TRIFOLIUM PROTENSE _ 1 _ 2 _ _ MED. 1 7 -10 18 5 -10 S S RANKING: SALT TOLERANCE (TO BOTH SOIL SALTS & SPRAY) 1 GOOD T TOLERANCE 2 MEDIUM MT MEDIUM TOLERANCE - NOT TOLERANT S SLIGHT TOLERANCE SEEDBED PREPARATION APPLY LIME TO RAISE THV12-12-12 H TO THE LEVEL NEEDED FOR SPECIES BEING SEEDED. APPLY 23 POUNDS ANALYSIS FERTILIZER OR EQUIVALENT PER 1000 SQ. FT. APPROXIMATELY 1000 POUNDS PER ACRE) OR FERTILIZE ACCORDI G TO TEST. APPLICATION OF 150 LBS. OF AMMONIUM NITRATE ON AREAS LOW 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. 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. I7 I8 I9 A I10 11 I12 13 I14 15 �16 WHEAT OR RYE OATS ANNUAL RYEGRASS NON - IRRIGATED* IRRIGATED DORMANT SEEDING ** SEED TOLERANCE CHART SPECIES SEEDING RATE SUITABLE pH SITE SUITABILITY EROSION CONTROL MEASURE LBS /ACRE LBS /1000 SQ. FT. DROUGHTY WELL DRAINED WET LEVEL AND SLOPING, OPEN AREAS 1. TALL FESCUE 35 .8 5.5 -8.3 2 1 2 2. TALL FESCUE 25 STORM 5.5 -8.3 AND 1 PRIOR TO CLEARING AND GRADING RED CLOVER 5 .12 STORM EVENTS AND AS NEEDED 3. KENTUCKY BLUEGRASS 15 .4 5.8 -7.5 2 1 AND CREEPING RED FESCUE 15 .4 WEEKLY, AFTER STORM EVENTS STEEP BANKS AND CUTS 4. TALL FESCUE 15 .4 5.8-7.5 2 1 2 KENTUCKY BLUEGRASS 25 .6 a Lo w � AFTER FINISH GRADIING 5. TALL FESCUE 35 .8 5.5 -8.3 2 1 AS NEEDED EMERALD CROWNVETCH ** 10 .25 AFTER STORM EVENTS AND LAWNS AND HIGH MAINTENANCE AREAS 6. KENTUCKY BLUEGRASS 40 09 5.8 -7.5 2 1 AS NEEDED CREEPING RED FESCUE 40 .9 DESIGN PHASE CONSTRUCTION 7. PERENNIAL RYEGRASS 170 4.0 5.0 -7.5 1 TURF TYPE AFTER PERMANENT SEEDING REMOVAL OF STRAW BALES N/A 8. TALL FESCUE 170 4.0 5.5 -8.3 2 1 2 * 1 - PREFERRED 2 - WILL TOLERATE ** INOCULATE WITH SPECIFIC INOCULANT. �6' (150mm) xN\ NOTE:- KEY STONE INTO CHANNEL BANKS AND EXTEND IT BEYOND THE A ABUTMENTS A MINIMUM OF 18" (0.5m) TO PREVENT FLOW AROUND VIEW LOOKING UPSTREAM DAM. CHECK DAM MATERIAL TO CONSIST E -- -_____ OF INGOT REVETMENT RIPRAP. �o O FLOW �, N x .1 / /z/X>// R�OC�K�CHECK GAMS SHALL BE SECTION A -A IMPLEMENTED AS REQUIRED IN AREAS OF CONCENTRATED FLOW, INCLUDING DITCHES. STRAW BALES SHALL NOT "L" THE DISTANCE SUCH THAT POINTS BE USED AS AN ALTERNATE METHOD. "A" AND "B" ARE OF EQUAL ELEVATION. w�« DINT "A" DINT "8" X1, Ox X// eDn�inin acrc1n1GGn1 rupr%tt nnnnc ROCK CHECK DAM DETAIL as NOT TO SCALE C4.1 TEMPORARY SEEDI NGS x EROSION CONTROL SCHEDULE EROSION CONTROL MEASURE B TYPE OF SEED MAINTENANCE ACRE INSTALLATION SEQUENCE STONE ENTRANCE AS NEEDED w U WHEAT OR RYE 3.5 LB S. PRIOR TO CLEARING 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 CLEARING AND GRADING TEMPORARY DIVERSIONS WEEKLY, AFTER STORM EVENTS AND AS NEEDED ALONG WITH ROUGH GRADING TEMPORARY SEEDING WATER AS NEEDED �zu � AFTER ROUGH GRADING PERMANENT SEEDING WATER AS NEEDED a Lo w � AFTER FINISH GRADIING 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 DESIGN PHASE CONSTRUCTION PLAN NUMBER SHEET 6 OF 1 7 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 �6' (150mm) xN\ NOTE:- KEY STONE INTO CHANNEL BANKS AND EXTEND IT BEYOND THE A ABUTMENTS A MINIMUM OF 18" (0.5m) TO PREVENT FLOW AROUND VIEW LOOKING UPSTREAM DAM. CHECK DAM MATERIAL TO CONSIST E -- -_____ OF INGOT REVETMENT RIPRAP. �o O FLOW �, N x .1 / /z/X>// R�OC�K�CHECK GAMS SHALL BE SECTION A -A IMPLEMENTED AS REQUIRED IN AREAS OF CONCENTRATED FLOW, INCLUDING DITCHES. STRAW BALES SHALL NOT "L" THE DISTANCE SUCH THAT POINTS BE USED AS AN ALTERNATE METHOD. "A" AND "B" ARE OF EQUAL ELEVATION. w�« DINT "A" DINT "8" X1, Ox X// eDn�inin acrc1n1GGn1 rupr%tt nnnnc ROCK CHECK DAM DETAIL as NOT TO SCALE C4.1 IRRIGATION NEEDED DURING THIS PERIOD. TO CONTROL EROSION AT TIMES OTHER THAN IN THE SHADED AREAS. USE MULCH. LATE SUMMER SEEDING DATES MAY BE EXTENDED 5 DAYS IF MULCH IS APPLIED. INCREASE SEEDING APPLICATION BY 507o. TEMPORARY SEEDI NGS x W x B TYPE OF SEED 1000 SQ. FT. ACRE REMARKS x C w U WHEAT OR RYE 3.5 LB S. 2 BU. COVER SEED 1" TO 1 1/211 DEEP C B SPRING OATS 2.3 LB S. ME COVER SEED 1" DEEP A ANNUAL RYEGRASS 1 LB. 40 LB. COVER SEED 1/4" DEEP A B wed B �zw � 2 IRRIGATION NEEDED DURING THIS PERIOD. TO CONTROL EROSION AT TIMES OTHER THAN IN THE SHADED AREAS. USE MULCH. LATE SUMMER SEEDING DATES MAY BE EXTENDED 5 DAYS IF MULCH IS APPLIED. INCREASE SEEDING APPLICATION BY 507o. TEMPORARY SEEDI NGS x W x B TYPE OF SEED 1000 SQ. FT. ACRE REMARKS x C w U WHEAT OR RYE 3.5 LB S. 2 BU. COVER SEED 1" TO 1 1/211 DEEP C B SPRING OATS 2.3 LB S. 3 BU. COVER SEED 1" DEEP A ANNUAL RYEGRASS 1 LB. 40 LB. COVER SEED 1/4" DEEP A B wed B �zw � 2 IRRIGATION NEEDED DURING THIS PERIOD. TO CONTROL EROSION AT TIMES OTHER THAN IN THE SHADED AREAS. USE MULCH. LATE SUMMER SEEDING DATES MAY BE EXTENDED 5 DAYS IF MULCH IS APPLIED. INCREASE SEEDING APPLICATION BY 507o. * NOT NECESSARY WHERE MULCH IS APPLIED. 12" MINIMUM " THICKNESS #2 COARSE AGGREGATE GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT . WHERE WETNESS IS ANTICIPATED) TEMPORARY CONSTRUCTION ENTRANCE NOT TO SCALE NON WOVEN GEOTEXTILE FABRIC FILTER FABRI jX\ , / X� EXTEND FABRIC TO 4 BELOW WOOD POST NOTE:- POSTS SHALL HAVE` A MINIMUM LENGTH OF 36 INCHES PLUS BURIAL DEPTH. POST MATERIAL SHALL BE WOOD, STEEL, OR SYNTHETIC, AND SHALL BE OF SUFFICIENT STRENGTH TO RESIST DAMAGE DURING INSTALLATION \ AND TO SUPPORT APPLIED LOADS. FABRIC SHALL BE A WOVEN GEOTEXTILE FABRIC CONSISTING OF STRONG, ROT RESISTANT, MATERIALS RESISTANT HEAT EXPOSURE. �RIORATION FROM ULTRAVIOLET AND TO SURFACE SILT FENCE CONSTRUCTION NOT TO SCALE MI A 3' x x 8 B 1 1/2 3' 1 1/2 x TEMPORARY SEEDI NGS x W x B TYPE OF SEED 1000 SQ. FT. ACRE REMARKS x C w U WHEAT OR RYE 3.5 LB S. 2 BU. COVER SEED 1" TO 1 1/211 DEEP C B SPRING OATS 2.3 LB S. 3 BU. COVER SEED 1" DEEP A ANNUAL RYEGRASS 1 LB. 40 LB. COVER SEED 1/4" DEEP * NOT NECESSARY WHERE MULCH IS APPLIED. 12" MINIMUM " THICKNESS #2 COARSE AGGREGATE GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT . WHERE WETNESS IS ANTICIPATED) TEMPORARY CONSTRUCTION ENTRANCE NOT TO SCALE NON WOVEN GEOTEXTILE FABRIC FILTER FABRI jX\ , / X� EXTEND FABRIC TO 4 BELOW WOOD POST NOTE:- POSTS SHALL HAVE` A MINIMUM LENGTH OF 36 INCHES PLUS BURIAL DEPTH. POST MATERIAL SHALL BE WOOD, STEEL, OR SYNTHETIC, AND SHALL BE OF SUFFICIENT STRENGTH TO RESIST DAMAGE DURING INSTALLATION \ AND TO SUPPORT APPLIED LOADS. FABRIC SHALL BE A WOVEN GEOTEXTILE FABRIC CONSISTING OF STRONG, ROT RESISTANT, MATERIALS RESISTANT HEAT EXPOSURE. �RIORATION FROM ULTRAVIOLET AND TO SURFACE SILT FENCE CONSTRUCTION NOT TO SCALE MI A 3' x x 8 B 1 1/2 3' 1 1/2 x C x W x B x 5.25 x C 3 x C x W x B x 5.25 x 26.25' x C 1 STAPLE PER SQ. YD. 1- 1/2 STAPLES PER SQ. YD. 2 STAPLES PER SQ. YD. GENERAL STAPLE RECOMMENDATIONS ADDITIONAL STAPI ee "c DUE TO 300 275 250 225 200 SLOPE 175 LENGTH 150 FT. 125 100 75 50 25 N C,)T ES CHANNEL LININGS UTILIZE STAPLE PATTERN WITH ADDITIONAL STAPLES ON SIDE SLOPES AT PROJECTED WATER LINE. STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN `-:� 3:� 2:� �:1 CHANNEL EROSION CONTROL BLANKETS. 'IANLt PATTERNS MAY VARY LINING DEPENDING UPON SOIL TYPE AND AVERAGE RAINFALL, AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE SLOPE GRADIENT DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN "C" SHOULD BE UTILIZED. EROSION CONTROL MAT INSTALLATION GUIDE DETAIL of NOT TO SCALE �'�•1 'RAPS PIPE ¢ W CULVERT o Q DANDY BAG 11 DANDY BAG@ II 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 (DSO 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 IIq 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 03 NOT TO SCALE C4.1 WW r � v 1. GEOTEXTILE UNDERLAYMENT TO BE POLYFELT TS700 OR APPROVED EQUAL PLAN VIEW La STR# C La W THICKNESS B ES 5.25 21' 26.25' 12" C w U � J 00 C B C A v`�iaQ A B cem z B �zw N C,)T ES CHANNEL LININGS UTILIZE STAPLE PATTERN WITH ADDITIONAL STAPLES ON SIDE SLOPES AT PROJECTED WATER LINE. STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN `-:� 3:� 2:� �:1 CHANNEL EROSION CONTROL BLANKETS. 'IANLt PATTERNS MAY VARY LINING DEPENDING UPON SOIL TYPE AND AVERAGE RAINFALL, AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE SLOPE GRADIENT DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN "C" SHOULD BE UTILIZED. EROSION CONTROL MAT INSTALLATION GUIDE DETAIL of NOT TO SCALE �'�•1 'RAPS PIPE ¢ W CULVERT o Q DANDY BAG 11 DANDY BAG@ II 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 (DSO 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 IIq 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 03 NOT TO SCALE C4.1 WW r � v 1. GEOTEXTILE UNDERLAYMENT TO BE POLYFELT TS700 OR APPROVED EQUAL PLAN VIEW La STR# B La W THICKNESS d 50 ES 5.25 21' 26.25' 12" 50% w U � J 00 SLOP VARIES PIPE <W CULVERT o SECTION W > (SEE STR. #ABOVE) RIPRAP & GEOTEXTILE UNDER END SECTION .- RIPRAP & GEOTEXTILE (SEE NOTES) THICKNESS SIZE OF STONE V OF TOTAL WEIGHT LARGER THAN GIVEN SIZE 3K 0 2K 20 K 50 0.1K 90 WHERE K = d50 NOTE; DEPTH OF RIP RAP SHALL NOT BE LESS THAN 3 x d 50 ft*%\ RIPRAP DETAIL @END SECTION roo 1 NOT TO SCALE C0.0 j 0 ( IN FEET ) 1 inch = ft. j (ASSUMED NORTH) REVISION RECORD c�7■ C7■ C�7■ M. V•6...,• C) >o °•�: N9WIN PE910337 .. ' STATE OF -• go -4 6 a" f1�e S/0 N AL l,�N e +� DATE: 12/19/2006 DWN BY: TCW CHKD. BY: imp SCALE: NTS DATE: 10/27/2006 Civil Designs 2415 Directors Row Ste.E Indianapolis, In 46241 317 -244 -1968 FAX -244 -1969 w F-- un w U � J 00 OUQ � v`�iaQ 0 cem z �zw � 2 wow � �zu � O � a Lo w � Ln W PROJECT NUMBER 06 -192 DESIGN PHASE CONSTRUCTION PLAN NUMBER SHEET 6 OF 1 7 M L K JI H Gi F E C an A 2 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 1 l "X17" PLAT OF BUILDING LOT NUMBERS /BOUNDARIES AND ROADS N/A . A3 NATURE AND PURPOSE OF PROJECT COMMERCIAL A4 PROJECT SITE VICINITY MAP SEE TITLE SHEET C0.0 . A5 LEGAL DESCRIPTION OF PROJECT SITE LATTITUDE /LONGITUDE: 39.56'51" / 86'1 4`21" A6 LOTS AND PROPOSED SITE IMPROVEMENTS SEE SITE PLAN SHEET C2.0 A7 HYDROLOGIC UNIT CODE (14 DIGIT) HYDROLOGIC UNIT CODE: 05120201120080 1 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 PONDS. Al ADJACENT WETLANDS, LAKES AND WATERCOURSES NONE KNOWN All RECEIVING WATERS LONG BRANCH Alt POTENTIAL DISCHARGES TO GROUNDWATER NONE KNOWN A13 FLOODPLAINS, FLOODWAYS AND FLOODWAY FRINGES NOT LOCATED NEAR A FLOODPLAIN AREA A14 PRE- CONSTRUCTION/POST- CONSTRUCTION PEAK DISCHARGE 25- -YEAR, PRE -- DEVELOPED PEAK DISCHARGE = 0.00 CFS 25- -YEAR, POST - DEVELOPED PEAK DISCHARGE = 0.00 CFS A15 ADJACENT LAND USE NORTH -- COMMERCIAL SOUTH -- COMMERCIAL EAST -- RESIDENTIAL WEST -- COMMERCIAL A16 CONSTRUCTION LIMITS SEE EROSION CONTROL PLAN SHEET C4.0 All EXISTING VEGETATIVE COVER THE SITE IS CURRENTLY VACANT Al SOILS MAP AND SOIL DESCRIPTIONS EXISTING SOIL TYPES & DESCRIPTION CrA (Crosby silt loam, 0--3% slopes) Soil Characteristics: deep, somewhat poorly drained; Potential and Limitations: Fair; for building site: fair to poor shear. Br (Brookston silt loam, overwosh) Soil Characteristics: very poorly drained; Potential and Limitations: Fair; for building site: fair to poor shear. MmB2 (Miami silt loam, 2--6% slopes) Soil Characteristics: somewhat poorly drained; . Potential and Limitations: Fair; for building site: low strength. °- � 11 r . y _ ,_/ 4, �4,-.-�,�,-: :---, .'�-S,�- . . ,� x }� _ Aj(jj, r i , i. - S - _ .f". C >. �t> 1. � , -,. - _�: � ,' y y � , t _: r 7 �Ynj z � . �; t - s. �. r r y�: ' -. -r.- -� J-7 1 C_ I y. e ,y a? Y i r s ;� s. �. 4 t ;- ,. P i . y Y _�,.,,: 4� , , " , �' N 4 .a y '_ �'. � I " - Al9 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 . EROSION CONTROL PLAN - CONSTRUCTION COMPONENT (Section B B1 POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES THE MATERIALS AND SUBSTANCES LISTED BELOW ARE EXPECTED ON --SITE e 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 . a AEROSOL SPRAY PRODUCTS STORE IN APPROVED CONTAINERS, AND DISPOSE OF ACCORDING TO LOCAL, COUNTY, STATE AND FEDERAL REGULATIONS OR OTHER PUBLIC AGENCY. • ADHESIVES . STORE IN APPROVED CONTAINERS, AND DISPOSE OF ACCORDING TO LOCAL, COUNTY, STATE AND FEDERAL REGULATIONS OR OTHER PUBLIC AGENCY. BIOLOGICAL SOLID WASTE TRAP IN CONTAINERS, CLEANED REGULARLY, AND DISPOSED OF ACCORDING TO LOCAL, COUNTY, STATE AND FEDERAL REGULATIONS OR OTHER PUBLIC AGENCY. SCHEDULE WASTE COLLECTION MORE FREQUENTLY TO PREVENT CONTAINERS FROM OVERFILLING. UNTREATED, RAW SEWAGE OR SEPTAGE SHOULD NEVER BE DISCHARGED OR BURIED ONSITE. 2 3 4 5 5 6 7 18 l 9 �flN I10 111 I12 13 I 1 4 15 !16 =M=j I 131 POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTIVITIES (continued from previous column) REGULATED PCB MATERIAL STORE IN APPROVED CONTAINERS, AND DISPOSE OF ACCORDING TO LOCAL, COUNTY, STATE AND FEDERAL REGULATIONS OR OTHER PUBLIC AGENCY. 9 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 40X49X8" MIN. AND PROPERLY DISPOSED OF. ANTIFREEZE I . 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. a 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 SWCD 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 NOI 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 SWCD 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 MECHANISM AS REQUIRED. CONSTRUCTION SEQUENCE 1. TEMPORARY OR PERMANENT SEED SITE PERIMETER. 2. BEGIN CONSTRUCTION OF PROPOSE 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 REMOVE 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. : I 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 I,y� 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 (DETAIL 05, SHEET C4.2). 6 7 on 9 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 RIP --RAP: SEE PLAN SHEET C4.0; DETAILS SHEET C4.1 B9 GRADE STABILIZATION STRUCTURES EROSION CONTROL MAT: SEE PLAN SHEET C4.0; DETAILS SHEET C4.1 B10 CONSTRUCTION DETAILS FOR STORMWATER MEASURES SEE EROSION CONTROL PLAN SHEET C4.0 FOR LOCATIONS AND DETAILS SHEET C4.1 B11 TEMPORARY SURFACE STABILIZATION METHODS 1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 2. LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. 3. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING THE SITE. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON -SITE INSPECTION. 4. SEDIMENT LADEN WATER SHALL BE DETAINED BY EROSION CONTROL PRACTICES AS NEEDED TO MINIMIZE SEDIMENTATION IN THE RECEIVING STREAM. NO STORM WATER SHALL BE DISCHARGED FROM THE SITE IN A MANNER THAT CAUSES EROSION AT THE POINT OF DISCHARGE. 5. WASTES AND UNUSED BUILDING MATERIALS SHALL NOT BE ALL 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 I0 ALLOWED ON- -SITE. 9• SCHEDULE OF EARTHWORK ACTIVITIES: (3) 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 SWCD AGENT, THE CONTRACTOR SHALL DISMANTLE THE REMAINING EROSION CONTROL ELEMENTS ONLY AS REQUIRED TO FINISH ALL GRADING. CONTRACTOR SHALL NOTIFY THE SWCD D O IN ADVANCE AND ARRANGE FOR THE LANDSCAPING CONTRACTOR TO FOLLOW UP IMMEDIATELY WITH REVEGETATION F THE REMAINING AREAS. 2. CONTRACTOR SHALL REMOVE ANY UNSUITABLE MATERIAL FROM THE SITE LEFT FROM THE EROSION CONTROL MEASURES. . 30 ANY BARE DISTUUBED AREAS WILL BE GRADED, SEEDED AND MULCHED OR OTHERWISE REVEGETATEO 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. ANAL STABILIZATION WILL BE CONSIDERED ACHIEVED WHEN PERENNIAL VEGETATIVE COVER HAS A DENSITY OF SEVENTY PERCENT (70% ON ALL UNPAVED AREAS OR AN EQUIVALENT PERMANENT STABILIZATION MEASURE HAS B EN UTILIZED. IMPLEMENTATION AND . 141AINTENANCE WILL BE ACCORDING TO SECTIONS C2 AND C5 BELOW. 1313 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 FRAM 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 AND IDEM EMERGENCY RESPONSE AT (888) 233 -7745 WITHIN 24 HOURS OF THE SPILL. EMERGENCY PHONE NUMBERS AND PROCEDURES SHALL BE PROMINATELY DISPLAYED AT THE WORK SITE WHERE SPILLS MAY OCCUR, SUCH AS STAGING /REFUELING AREAS. 7. CLEAN UP SPILLS IMMEDIATELY. FOR HAZARDOUS MATERIALS FOLLOW CLEANUP INSTRUCTIONS ON THE PACKAGE. USE ABSORBENT MATERIAL SUCH AS SAWDUST OR KITTY 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 a 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; Tl-IE DATE OF THE EVALUATION; ® PROBLEMS IDENTIFIED AT THE PROJECT SITE; AND DETAILS OR CORRECTIVE ACTIONS RECOMMENDED AND COMPLETED, ALL WRITTEN EVALUATION REPORTS FOR THE PROJECT SITE WILL BE MAINTAINED BY THE CONSTRUCTION SUPERINTENDENT THROUGHOUT THE TERM OF THE PROJECT CONSTRUCTION AND MADE AVAILABLE TO THE SWCD OR OTHER INSPECTING AUTHORITY WITHIN 48 HOURS OF A REQUEST. MAINTENANCE OF SPECIFIC EROSION CONTROL MEASURES SHALL BE ACCORDING TO THE FOLLOWING: SEEDING OF DISTURBED AREAS 1. DISTURBED AREAS WILL BE SEEDED AND MULCHED FOR TEMPORARY OR PERMANENT STABILIZATION AS PHASES OF THE PROJECT CONSTRUCTION ARE COMPLETED. 2. UN-- VEGETATED AREAS SCHEDULED OR LIKELY TO BE LEFT INACTIVE FOR FIFTEEN (15) DAYS OR MORE WILL BE TEMPORARILY OR PERMANENTLY STABILIZED WITH MEASURES APPROPRIATE FOR THE SEASON TO MINIMIZE EROSION POTENTIAL. 3. SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED. SILT FENCE MAINTENANCE REQUIREMENTS: . 1. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. 2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. 3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE. 4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT. 5. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. ROCK CHECK DAM MAINTENANCE REQUIREMENTS: 1. INSPECT ROCK CHECK DAMS AFTER EACH STORM EVENT AND PROMPTLY REMOVE ANY SEDIMENT DEPOSITS TO ENSURE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN, TAKING CARE NOT TO UNDERMINE THE ENTRENCHED ROCKS. . 2. INSPECT PERIODICALLY FOR DETERIORATION OR DAMAGE FROM CONSTRUCTION ACTIVITIES AND REPAIR IMMEDIATELY. 3. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL ROCK CHECK DAMS AND RESEED THE DISTURBED AREA AS NECESSARY TO STABILIZE IT. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS: 1. INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY E. 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 OF 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 BLANKET (SURFACE APPLIED) MAINTENANCE REQUIREMENTS: 1. DURING VEGET�: T IVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET. . 2. IF ANY AREA SHOWS EROSION, PULL BACK THAT. PORTION OF THE BLANKET COVERING IT, ADD SOIL, RE-SEED THE AREA, AND RE --LAY AND STAPLE THE BLANKET. 3. AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY AND MAINTAIN AS PER CHART UNDER SECTION C2 SHEET 4.3 FOR DRY SWALE. B15 EROISION AND SEDIMENT CONTROL SPECIFICATIONS FOR INDIVIDUAL BUILDING LOTS SEE DETAIL SHEET C4.2 EROSION CONTROL PLAN POST - CONSTRUCTION COMPONENTLSection Cl - . Cl POTENTIAL POLLUTANT SOURCES FROM PROPOSED LAND USE THE GREATEST AMOUNT OF POST CONSTRUCTION POLLUTANTS EXPECTED FROM THIS PROJECT WILL CAME 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 SANG 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 SEE DETAIL ON SHEET 4.1 C3 PROPOSED STORMWATER QUALITY MEASURES SEE C1 ABOVE. C4 CONSTRUCTION DETAILS AND SPECIFICATIONS SEE DETAILS SHEET C4.1 C5 MAINTENANCE GUIDELINES FOR STORMWATER MEASURES SEE DETAIL ON SHEET C4.1 ESTIMATED START: NOVEMBER 2006 ESTIMATED COMPLETION OF SITE DEVELOPMENT: MAY 2007 CONTACT PERSON: DARCI J. PELLOM CIVIL DESIGNS, LLP 2415 DIRECTORS ROW, SUITE E INDIANAPOLIS, INDIANA 46241 317 244 --1968 317 244 --1969 , . I . . 0 � v . . 7--___ - - _1111- -1 ____.1____;-... --.---- - -,-- _. _ - __ - I - 10 11 12 13 14 15 16 0 J�_ - , 1 - - � � � , . 17 9____ tl 771 ( IN FEET ) 1 inch = ft. (ASSUMED NORTH) REVISION RECORD 0 0 0 0 ,% S M. f 4§� � e •V48, °a® • W • • 1�%WL ,� : ' PE910337 "a 00 STATE OF s x" 00 .O ' • � " 'moo �a,�•' �W)I ANP *_ �' ®� p SIONN -0 �l fq. 62, DATE:, 1 2/1 9/2006 DWN BY: TCW CHKID. BY: imp SCALE: NTS DATE: 10/27/2006 _,�' � - Civil Designs 241 5 Directors Row Ste.E Indianapolis, In 46241 317- 244 --1968 FAX- 244 --1969 �ic�h�ffh�7Cfl �Sda�C�l11f 1�IiG }7X�fiGtYrG4� 1� Uj (A . U (Y'a etoe <� I=,= NOMMMIM"2 z �UQ .J 7P V) M--= V) < A0=4k LU C) *U U w � F-=- =0 rvo F=M 0-i le;e � Z Uj xzmiz:�6 lmffm� :2 U 0 ly,w CL < U 7 U ansmMaMrIn 0 e�� U Ln U W Lf) V) PROJECT NUMBER 06 -192 ____ I DESIGN PHASE CONSTRUCTION ------------ PLAN NUMBER A"N"%. le-11 vt eg 6 - - T) , .1 ._0 -, . . VL � - P - _, a SHEET 7 OF 11 f�. 2 3 4 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 L 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 - - - -�` -- - x --Y — r x ---• x 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 �`''�'`'`''�`` ~l'�` ° ~µ'% HIS EXPENSE WITH THE PERMISSION OF THE OWNER. 3. BEFORE WORKING WITH OR AROUND EXISTING UTILITIES, THE APPLICABLE - E E-�--- v UTILITY COMPANY SHALL BE CONTACTED BY THE CONTRACTOR. IN- 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. NEW 4 WATER LINES SHALL BE DUCTILE IRON CONFORMING TO AWWA C151, CLASS 55. NEW 2 WATER LINES SHALL BE SEAMLESS COPPER WATER TUBING THAT SATISFIES THE REQUIREMENTS OF ASTM 1888. %f`a 7. ALL NEW WATER LINES SHALL HAVE A MINIMUM OF 54 INCHES OF COVER. ;f 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 CONSTRUCTED f; J OF WATER WORKS GRADE DUCTILE IRON PIPE WITH MECHANICAL JOINTS OR PVC (SDR-26) PIPE WITH GASKETTED, COMPRESSION --TYPE JOINTS WITHIN TEN FEET OF THE WATER LINE. •�C` .4�k + , 9. NEW 6 SANITARY LATERALS SHALL BE SDR --35, SCHEDULE 80 OR SCHEDULE 40 PVC PIPE CONFORMING TO ASTM D2241, AND SHALL MEET THE DEFLECTION STANDARDS OF ASTM D- -3301 00 10. WHEN CONNECTIONS ARE TO BE MADE TO EXISTING PIPING ANDf 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 H 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, 13, ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. E w Al UTILITY CONTACTS ELECTRIC GAS CINERGY /PSI VECTREN 100 S. MILL CREEK ROAD 1630 NORTH MERIDIAN STREET NOBLESVILLE, IN. 46060 INDIANAPOLIS, IN. 46202 {317 }--776 --5316 (317) -- 926 --3351 SANITARY SEWER TELEPHONE J°%.' REGIONAL WASTE DISTRICT. 5206 ROCKVILLE ROAD {317} 844 --9200 INDIANAPOLIS, IN. 46224 SANITARY MANHOLE (317)-265-3460 CONTACT: CANDY FELTNER CLEAN OUT STREETS STORM SEWER CARMEL STREET CITY ENGINEERS OFFICE .DEPARTMENT 3400 W. 131st STREET CARMEL CITY HALL WESTFIELD, 1N. 46074 FIRST FLOOR (317)5953120 -- -- ONE CIVIC SQUARE PROPOSED (317)- 571 -,2441 WATER V) VEOLIA WATER UTILITY HOTLINE: 1220 WATERWAY BLVD. WITHIN INDIANA 1- 800 -- 382 -5544 INDIANAPOLIS, IN. 46206 OUTSIDE INDIANA 1- 800- -42$ --5200 (317)- -639 --1501 NOTE: PROPOSED THE SIZE AND LOCATION OF UTILITIES ARE PER PLANS AND LOCATIONS PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHALL BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. lkl- TIE HAMILTON CO. HWY DEPT. NOTE: • FULL DEPTH 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. CAUTION The locations of all existing underground utilities shown on this drawing are based on above round evidence or information gathered during the field survey portion of this ro'ect. As such this information i speculative in nature only nd should not be construed as fact. There may also be other existing underground utilities for which no above round evidence was observed. The exact locations of the underground ground ' ' verified 'o to the start of an utilities shall be verified by the contractor prior y and all construction. CALL TOLL FREE 1-600-382-5544 p:Z,, In 5 N � r � f s' r �r TOR 901 1�� _ �: � `�--- EtADwECTI0r1 .• i #'1 \'( �) - 6��'�,1 a .: •— } * � fey ' ` i l C Lj' IB z11LET TOR 903,55 r T -D'R 9 0 8 (9 �� 10 11 I12 I13 I14 I15 I16 - -_ - � !fit }Li. - _ C U R E3 1 2 3 4 5 - -� Ci 200± LF OF 6" PERFORATED UND RDRAIN ® 1.47 A� HAMILTON CO. HWY DEPT. NOTE EXISTING PAVEMENT SHALL BE SAW CUT TO PROVIDE A SMOOTH TRANSITION TO NEW PAYMENT. HOLEY MOLEY SAYS "DIG SAFELY" "!T'S THE LAW' CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC8 -1 -26. 17 IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. i� i� II 11 �i ri r� ROLL 1 ` RB CL �1 tr r ff 1�1 ' 1 ' {I H D4 '1 TO 2 6 1 •A' .` - - --� . _ ..[Zdv 1; 8 '3` -3 216 t 1 - 21 J: E State Road 334 W 116th St ff LOCATION t_osth St._ 21 VICINITY MAP NOT TO SCALE BENCHMARKS:- i U,S,G,S BM BRONZE DISK LOCATED APPROXIMATELY 1.2 MILES SOUTHEAST OF ZIONSVILLE; APPROXIMATELY 0,24 MILES NORTHWEST OF THE INTERSECTION ON U.S. 421 AND WEST 106TH STREET, ON THE EAST SIDE OF U.S. 421, SET IN THE TOP OF A CONCRETE POST 0.5' ABOVE THE GROUND; A U.S.C. AND G.S. BENCHMARK TABLET STAMPED "S 78 1946 ELEV = 901.375 CIVIL DESIGNS ` BM#1 CUT "X" IN GUTTER OF CURB 317.47'± EAST OF CENTERLINE OF MICHIGAN ROAD (U.S. 421) ELEV = 905.02 CIVIL DESIGNS TBM##2 CUT "X" IN GUTTER OF CURB 746.15'± EAST OF CENTERLINE OF MICHIGAN ROAD (U.S. 421) ELEV = 904.62 (PLANTER) DESCRIPTION: S MvI P GR A R Y SANITARY MANHOLE C) JOB TRAILER CLEAN OUT Q PROPOSED FIRE HYDRANT t f L PROPOSED WATER VALVE PROPOSED THRUST BLOCK U UQ PROPOSED ELECTRIC LINE E V) PROPOSED TELEPHONE LINE T PROPOSED WATER LINE 1N 11 :V PROPOSED GAS LINE 0 Ce CL PROPOSED FIRE PROTEC11ON LINE FP TIE PROPOSED TELEPHONE & ELECTRIC LINE Ln (2L Ui l�l ter, PROJECT NUMBER A� HAMILTON CO. HWY DEPT. NOTE EXISTING PAVEMENT SHALL BE SAW CUT TO PROVIDE A SMOOTH TRANSITION TO NEW PAYMENT. HOLEY MOLEY SAYS "DIG SAFELY" "!T'S THE LAW' CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC8 -1 -26. 17 IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. i� i� II 11 �i ri r� ROLL 1 ` RB CL �1 tr r ff 1�1 ' 1 ' {I H D4 '1 TO 2 6 1 •A' .` - - --� . _ ..[Zdv 1; 8 '3` -3 216 t 1 - 21 J: E State Road 334 W 116th St ff LOCATION t_osth St._ 21 VICINITY MAP NOT TO SCALE BENCHMARKS:- i U,S,G,S BM BRONZE DISK LOCATED APPROXIMATELY 1.2 MILES SOUTHEAST OF ZIONSVILLE; APPROXIMATELY 0,24 MILES NORTHWEST OF THE INTERSECTION ON U.S. 421 AND WEST 106TH STREET, ON THE EAST SIDE OF U.S. 421, SET IN THE TOP OF A CONCRETE POST 0.5' ABOVE THE GROUND; A U.S.C. AND G.S. BENCHMARK TABLET STAMPED "S 78 1946 ELEV = 901.375 CIVIL DESIGNS ` BM#1 CUT "X" IN GUTTER OF CURB 317.47'± EAST OF CENTERLINE OF MICHIGAN ROAD (U.S. 421) ELEV = 905.02 CIVIL DESIGNS TBM##2 CUT "X" IN GUTTER OF CURB 746.15'± EAST OF CENTERLINE OF MICHIGAN ROAD (U.S. 421) ELEV = 904.62 @ CLEAN OUT DESCRIPTION: S PROPOSED SANITARY MANHOLE C) PROPOSED CLEAN OUT Q PROPOSED FIRE HYDRANT t f L PROPOSED WATER VALVE PROPOSED THRUST BLOCK U UQ PROPOSED ELECTRIC LINE E V) PROPOSED TELEPHONE LINE T PROPOSED WATER LINE 1N G PROPOSED GAS LINE 0 Ce CL PROPOSED FIRE PROTEC11ON LINE FP TIE PROPOSED TELEPHONE & ELECTRIC LINE @ CLEAN OUT 1# CURB INLET CONC. INLET ±lf DRAINAGE MANHOLE SF GAS METER y` BUSH t f L DECIDUOUS TREE R/W RIGHT —OF —WAY TBM TEMPORARY BENCHMARK CONC. CONCRETE SQ. SQUARE SF SQUARE FEET (D) GEED BEARING /DISTANCE (M) MEASURED BEARING /DIST. 10 i1 12 13 14 i5 16 u 4� 30 0 15 30 F { IN FEET 1 inch - 30 ft. (ASSUMED NORTH) REVISION RECORD M 40� a a a a �� V•,..., 4: �.• ST ••� o N2 PE910337 STATE OF 00 0 sS/ONA\ DATE: 12/19/2006 D\A/N BY: TCW CHKD. BY: )MP SCALE: I it = 30' DATE 10/27/2006 Civil Designs 2415 Directors Row Ste.E Indianapolis, In 46241 317 -244 -1968 FAX- 244 -1969 z it z . r. t = s _ Uj Q I�— U UQ .J z V) V) w— Uj 0 Ce CL z U 0 L) Ln (2L Ui l�l PROJECT NUMBER 06 -192 DESIGN PHASE COINI'STRUCTION PLAN NUMBER SHEET 8 OF 1 1 iX L K JI GI F C X C A "A X - -- X .0 .2 90.3 07.5 07.7 °1.0 01.4 o o ' �•. o v -o N p p 07.4 X0.3 07.3 `0.3 07.5 07.8 °1.3 `2.0 a2 .6 02.8 .6 01. .o 0).4 0).3 0.3 07.3 0).5 07.7 01.2 1 9 `2.4 `2 .6 02' .7 °2.6 02.0 °1.3 .9 .o 1a ° O ° O O O .9 °1.9 5 ° .1 .9 °O. °1 �.o 90.4 0) . 3 0) . 3 07 . 0.5 .� 1. 1 1.9 1.9 1 049 f O O O O cO. o ° � � • ,o 00.3 -0.3 -0.3 .3 1.0 1 2 1.2 1.2 1.1 g 0) . 0) . 9 1.1 .6 Q 10.3 0).3 4 0 U. CO. 07. 0). 0).8 U.8 0).7 07. .9 .3 .9 8 �. •/� � .1 90.1 P 908 c es 07.3 07 07.8 °1.4 .5 5 .6 0) . 6 17.7 0) .9 1. °1.9 *2. 5 � . 8 00 07.2 0) .2 07.2 .2 CO. 0 ° °1 .0 .4 2 0). `U.3 0)..9 U. 0).2 `U. `0.3 0) . 5 1 � 0) . 07.6 0) . 8 1.1 o / . 4 .6 .4 .4 .6 07.8 °1.1 °1 .4 'bt . °2. 02.4 2. °1 .8 .3 .3 Co. 4 U. 4 07.4 U. 4 U.3 0 07. 0).7 07.9 °1.2 °1 . i 10.5 0).5 07.5 .5 U.5 90.5 0).4 U.3 0). °. 07.4 0) .6 07.8 °1.0 °1.2 N. °1 . CO. 7 00. 00.7 `011 07.8 .8 .6 U. 4 U. 3 U. 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S 1 0 1.3 .3 .3 1. 1. 1 .5 °1.5 °1.5 .5 1 °1 °1.7 °1.5 °1.2 Q. 0: a r•v. .a a' .c a o • a a ►4a Q a 00. 3 0) 10.4 0). 5 0). 6 0) .7 0).8 0).9 °1. °1. 01.0 °1 0 .1 ° .2 1.4 °1.6 °1.8 °1.9 `2.0 `*2 • 2 72.3 7.1 01.5 01.0 07.7 07.5 07.4 D-4 '-lt. 4 0).5 07.6 00.6 10.5 Q G Q• ° 0) . 4 10 . 5 .6 .7 .9 °1.0 °1.0 0).9 0).8 0 0) . . `0. °1.1 01.3 01.7 02.2 °2.5 c2.7 42.8 "2.8 °2.5 °1.8 ° U. 5 07.4 0). 3 cO 3 �. 3 - . 07.5 07. cO. 07 . 01. 01. °1 2 °1.1 ° .0 .8 .7 U. 6 07.6 07.7 0).9 °1.2 °1.7 °2.4 72.9 73. .8 .5 0).7 07.9 °l.1 °1.3 °1.6 °1.8 01.7 °1.4 01.1 0).8 0).7 0).5 0).5 0).6 0).8 '1. `�.3 `2.7 °2.7 °1.0 °1.4 °1. `2'.0 °2.3 `2.4 02.3 °1.7 01.2 0).9 0).6 .5 .4 0).5 00, °1.3 `2.0 02.4 02.7 `2.9 "2.8 `2.5 1 2 8 .6 .4 .4 .4 2 2 .1 °1.4 02.2 02.7 °2 . .7 `2.1 °1.2 0) . `l0 . 0) 0.2 ..� Q X 2 3 4 5 i 7 8 .o .o .o .o 7.0 1A 0 1.0 . . p 0 O • .0 .0 2 7.0 �2 • .o T Et 0 1 C T Go S . a Representing Quality Lighting Fixture Manufacturers 7718 Loma Court BUSiness 317 -578 -2626 Fishers, IN 46038 FAXsimile 317 - 578 -2727 IN WATS 800 - 451 -8508 www.techlitecorp . com Luminaire Schedule Project: WESTON POINTE Symbol Qty Label Arrangement Description Watts Total Watts _e 11 P1 SINGLE QL 123- 25- VR -MH- 400 -HSS / 24' AFG 400 400 0.00 3 P2 SINGLE QL 123- 25 -F -MH- 400 -HSS / 24' AFG 400 400 0.1 1 P4 BACK -BACK QL 123- 25 -VRMH -400 j 24' AFG 400 800 V ) 5 P5 4 ® 90 DEGREES QL 123- 25 -VRMH -400 / 24' AFG 440 1600 15 P6 SINGLE WINONA 3705 -51 -WL 2/F32T8 LAMPS 64 64 Numeric Summary Project: All Projects Label CalcType Units Avg Max Min Avg /Min Max /Min BOUNDRY Illuminance Fc 0.07 0.3 0.0 0.00 0.00 AREA Illuminance Fc 1.66 9.3 0.1 16.60 93.00 HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW' CALL 2 WORKING GAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING GAYS BEFORE COMMENCING WORK. 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. 9 - 10 1 1 12 13 14 15 16 30 0 15 30 __A D -= ( IN FEET ) 1 inch- =30 ft. (ASSUMED NORTH) REVISION RECORD 0 0 0 0 DATE: DWN BY: TCW CHKD. BY: imp SCALE: 1 It = 30' DATE: 10/27/2006 Civil Designs 2415 Directors Row Ste.E Indianapolis, In 46241 317- 244 -1968 FAX -244 -1969 �K�. M g C.v.• " T_ ]T(i» - �� _ ba S' r b� _ _ a.S_ �Si__ �- w w U Q� � z L J 0 Q � V ) � z V) tnQQ U 0� z 0 w Z LLJ � WAOMM 2 F-OU ce 0 O 0 0 umi W PROJECT NUMBER 06 -192 DESIGN PHASE CONSTRUCTION PLAN NUMBER V�O lJ SHEET 3 OF 7 1 �i LI KI JI HI G' FI El DI C B A 2 3 4 5 7" CONCRETE PAVEMENT EXPANSION JOINT CONCRETE FOUNDATION CROSS SECTION TRASH ENCLOSURE DETAIL �a NOT TO SCALE C7.0 )0 7 1' -6" FROM EDGE ANCHOR (#5 x 24BORE HOL THROUGH PAVEMENT SECTION A -A 9 11 I12 13 14. I15 I16 ' -0" 6 1-1/2 A 1 -1 /2" Fc:w- 34" HOLES FOR-/ Q 12"_9 STEEL ANCHOR ROD ELEVATION PRECAST CONCRETE 6s WHEELSTOP C•0 NOT TO SCALE HANDICAPPED PARKING SIGNS TCW 8" JMP SCALE: cr DATE: 10)27/2006 w U GATE LATCH :,., ;;; _, tF x= i :,., � :� : =; �;: :; BLACK METAL GATE NO LOCK 45 OUQ WI TH BLACK PRIVACY REQUIRED � -.. FILLER PANELS MOUNTED Q� z .,= "•'• , ` TO BACK OF PICKETS Z uj � W0 � n. � CID �� ' `�- �w BRICK TO MATCH `'�' BUILDING COLOR 11.4 ;' AND TYPE. " REBAR REINFORCEMENT 7" CONCRETE PAVEMENT EXPANSION JOINT CONCRETE FOUNDATION CROSS SECTION TRASH ENCLOSURE DETAIL �a NOT TO SCALE C7.0 )0 7 1' -6" FROM EDGE ANCHOR (#5 x 24BORE HOL THROUGH PAVEMENT SECTION A -A 9 11 I12 13 14. I15 I16 ' -0" 6 1-1/2 A 1 -1 /2" Fc:w- 34" HOLES FOR-/ Q 12"_9 STEEL ANCHOR ROD ELEVATION PRECAST CONCRETE 6s WHEELSTOP C•0 NOT TO SCALE HANDICAPPED PARKING SIGNS 4" WIDE BLUE STRIPE 8' HANDICAPPED 5 11' HANDICAPPED (TYPICAL) MAX 1: 12 (TYPICAL) 8' FOR VAN ACCESSIBLE HANDICAP PARKING ro"94 STALLS 7.0 NOT TO SCALE mo A' 12 PIPES NG. LAJLQEr CAN 11_E USED LF T11E �� sum � ia�• �'t�6�► ��x , � a x 1: ,2 ° a SLOPE ING, �N � OUT Z OING FI :E5 E;i E177T V['ZT UN 711-let -4tfljz� Ili a Q F+ i4spEC -1 -At NOTE: T2RUCTWRI ;R V� ES X - HAN A W, pRf>'w �Ve TO 14, ;VER ' W tLL BE. A N.-M. 01Z 1. BOX N3, T.lt ur.Wt• k.1 ft Lf- u'.I" E4IA�L, [=F43.IuN l� -a S PE -EelAL NE+°T .. �: I 1 t •I �, :IL to 0 [)F;.,. I N ;[ FOR :U' XIL41i fit. -0 INSTALLED a T.Vii I1'1` CONCRETE CURB TAPERED '.PARKING BUMPER , a a DOWN TO GRADE AT RAMP y _0 R"I L 0 FT I C E t -ou C NTY S_ .4 J 'R } t L LIEU NLC SECTION A -A 4' -0" MINIMUM AT PAVEMENT GRADE ELEVATION VIEW PLAN VIEW 6. 0r$ �1 CONCRETE. TOOLED EDGE 4r000 PSI 1 1/211 R OF TOP SOIL 3" COVER PAVEMENT (MINIMUM) Oo Oo SOIL BACKFILL to 4. i #4 RE -BAR COMPACTED #53 STONE „ 4 6 STRAIGHT CONCRETE CURB DETAIL 04 <1 \.q NOT TO SCALE C7.0 PA KlNd BUMPE ONCRETE CURB TAPERED DOWN TO GRADE AT RAMP r _ f , �sr-r M.NCIA_O' P--"LA' HANDICAP RAMP DETAIL o7 ..`-�:��.. �..', ZA'' C3 NOT TO SCALE C7.0 b 1) YFj T P R D 8- tiAiAL-Vah ZVi .71 p IF CLEARANCE BEHIND RAMP IS LESS THAN 48" THEN SIDE FLARES MUST HAVE A 1:12 MAX. SLOPE NOTE: ALL STRIPES TO BE 4" PAINTED WHITE PAINTED HANDICAP os SYMBOL DETAIL C7•0 NOT TO SCALE kINT 1" NO. 11 B SURFACE 2" N0. 9 BINDER 6° N0. 53 STONE 2" SUBGRADE COMPACTED TO 957a MODIFIED PROCTOR LIGHT DUTY ASPHALT PAVEMENT SECTIONro*?� NOT TO SCALE C7.0 1" N0. 11B SURFACE 3" N0. 9 BINDER 4" N0. 53 STONE 4" N0. 2 STONE /X 12" SUBGRADE COMPACTED TO HEAVY DUTY ASPHALT 957a MooiFiEO PROCTOR PAVEMENT SECTION ... KOO 2 NOT TO SCALE C7.0 6 "x0 "— W2.9xW2.9 WWF 7" CONCRETE PAVEMENT --\ EDIUM BROOM FINISHED WITH CONCRETE CURRING COMPOUND. a 4 a v a o 0 6" N0. 53 COMPACTED SCONE a Up�oUOOo OU UO U� �o 12" SUBGRADE COMPACTED TO O O O O O U 95% MODIFIED PROCTOR \ CONCRETE PAVEMENT SECTION os NOT TO SCALE C7.0 5' -0" UNLESS OTHERWISE NOTED TOOLED CONTROL JOINT 1/2" WIDE, MIN. 3/4" DEPTH 4° CONC. SLAB W/ 6" 1" RADIUS - TOOLED BROOM FINISH ROUND EDGE 6" TOPSOIL 6x6 W1.4xW1.4xW.W.F. o ' � °° � 3" COVER -�J�� (MINIMUM) a cc jo 4" COMPACTED � � � OD (�QO�OO(�v��0 QO��O�QoO #53 STONE � QO a , a a a �a #4 RE -BAR / � O �� Q O /-�� oa o Q Q �Oo a � Ld a W o0, as a a U C v a a °a DO�, _)0C v a CONCRETE----' q < a 'o a �O 4,000 PSI 0 � 4 ° a � STONE OMPACTED #53 #4 RE -BAR O Q a v 4 4" COMBINED CURB &WALK DETAILK*0 5 NOT TO SCALE VC 0 ( IN FEET ) 1 inch = ft. (ASSUMED NORTH) REVISION RECORD 101 M. ST •.� NQ , PE910337 INS m STATE OF ANN -0 • ' "' 1p, k �� Sf 0 N AL 0' DATE: 1 2/1 9/2006 DWN BY: TCW 4" WIDE STRIPE JMP SCALE: cr DATE: 10)27/2006 w U J � Q SEE DETAIL FOR DIMENSIONS 45 OUQ � 4" WIDE BLUE STRIPE 8' HANDICAPPED 5 11' HANDICAPPED (TYPICAL) MAX 1: 12 (TYPICAL) 8' FOR VAN ACCESSIBLE HANDICAP PARKING ro"94 STALLS 7.0 NOT TO SCALE mo A' 12 PIPES NG. LAJLQEr CAN 11_E USED LF T11E �� sum � ia�• �'t�6�► ��x , � a x 1: ,2 ° a SLOPE ING, �N � OUT Z OING FI :E5 E;i E177T V['ZT UN 711-let -4tfljz� Ili a Q F+ i4spEC -1 -At NOTE: T2RUCTWRI ;R V� ES X - HAN A W, pRf>'w �Ve TO 14, ;VER ' W tLL BE. A N.-M. 01Z 1. BOX N3, T.lt ur.Wt• k.1 ft Lf- u'.I" E4IA�L, [=F43.IuN l� -a S PE -EelAL NE+°T .. �: I 1 t •I �, :IL to 0 [)F;.,. I N ;[ FOR :U' XIL41i fit. -0 INSTALLED a T.Vii I1'1` CONCRETE CURB TAPERED '.PARKING BUMPER , a a DOWN TO GRADE AT RAMP y _0 R"I L 0 FT I C E t -ou C NTY S_ .4 J 'R } t L LIEU NLC SECTION A -A 4' -0" MINIMUM AT PAVEMENT GRADE ELEVATION VIEW PLAN VIEW 6. 0r$ �1 CONCRETE. TOOLED EDGE 4r000 PSI 1 1/211 R OF TOP SOIL 3" COVER PAVEMENT (MINIMUM) Oo Oo SOIL BACKFILL to 4. i #4 RE -BAR COMPACTED #53 STONE „ 4 6 STRAIGHT CONCRETE CURB DETAIL 04 <1 \.q NOT TO SCALE C7.0 PA KlNd BUMPE ONCRETE CURB TAPERED DOWN TO GRADE AT RAMP r _ f , �sr-r M.NCIA_O' P--"LA' HANDICAP RAMP DETAIL o7 ..`-�:��.. �..', ZA'' C3 NOT TO SCALE C7.0 b 1) YFj T P R D 8- tiAiAL-Vah ZVi .71 p IF CLEARANCE BEHIND RAMP IS LESS THAN 48" THEN SIDE FLARES MUST HAVE A 1:12 MAX. SLOPE NOTE: ALL STRIPES TO BE 4" PAINTED WHITE PAINTED HANDICAP os SYMBOL DETAIL C7•0 NOT TO SCALE kINT 1" NO. 11 B SURFACE 2" N0. 9 BINDER 6° N0. 53 STONE 2" SUBGRADE COMPACTED TO 957a MODIFIED PROCTOR LIGHT DUTY ASPHALT PAVEMENT SECTIONro*?� NOT TO SCALE C7.0 1" N0. 11B SURFACE 3" N0. 9 BINDER 4" N0. 53 STONE 4" N0. 2 STONE /X 12" SUBGRADE COMPACTED TO HEAVY DUTY ASPHALT 957a MooiFiEO PROCTOR PAVEMENT SECTION ... KOO 2 NOT TO SCALE C7.0 6 "x0 "— W2.9xW2.9 WWF 7" CONCRETE PAVEMENT --\ EDIUM BROOM FINISHED WITH CONCRETE CURRING COMPOUND. a 4 a v a o 0 6" N0. 53 COMPACTED SCONE a Up�oUOOo OU UO U� �o 12" SUBGRADE COMPACTED TO O O O O O U 95% MODIFIED PROCTOR \ CONCRETE PAVEMENT SECTION os NOT TO SCALE C7.0 5' -0" UNLESS OTHERWISE NOTED TOOLED CONTROL JOINT 1/2" WIDE, MIN. 3/4" DEPTH 4° CONC. SLAB W/ 6" 1" RADIUS - TOOLED BROOM FINISH ROUND EDGE 6" TOPSOIL 6x6 W1.4xW1.4xW.W.F. o ' � °° � 3" COVER -�J�� (MINIMUM) a cc jo 4" COMPACTED � � � OD (�QO�OO(�v��0 QO��O�QoO #53 STONE � QO a , a a a �a #4 RE -BAR / � O �� Q O /-�� oa o Q Q �Oo a � Ld a W o0, as a a U C v a a °a DO�, _)0C v a CONCRETE----' q < a 'o a �O 4,000 PSI 0 � 4 ° a � STONE OMPACTED #53 #4 RE -BAR O Q a v 4 4" COMBINED CURB &WALK DETAILK*0 5 NOT TO SCALE VC 0 ( IN FEET ) 1 inch = ft. (ASSUMED NORTH) REVISION RECORD 101 M. ST •.� NQ , PE910337 INS m STATE OF ANN -0 • ' "' 1p, k �� Sf 0 N AL 0' DATE: 1 2/1 9/2006 DWN BY: TCW HKD. BY: JMP SCALE: NTS DATE: 10)27/2006 w h w U J � Q z OUQ � J � InQQ Q� z Z uj � W0 � n. � z u �w W PROJECT NUMBER 06 -192 DESIGN PHASE CONSTRUCTION PLAN NUMBER SHEET g OF � 1 LI JI HI G F 5 16 7 I S L A I10 11 I12 13 I14 I15 I16 LAWN AREA PAVEMENT AREA SEE PLANS FOR TYPE TOP SOIL OF CASTING AND FRAME V 1/2" CEMENT MORTAR „ J -GRANULAR BACKFILL 4 4 MIN. m 4" MIN. a ' -0" DIA. ¢ d - CONC. ` PRE CAST EDUCER CAP . MANHOLE \// >z w v ul -}- a . wz 0 d - - LL a. v\ Q a a d a a a Q- + r o __f o� �- 6" (TYP. -- CLASS "A" " COMPACTED #53 STONE CONCRETE #4 REBAR @ 6 O.C. EACH WAY. MANHOLE DATA TYPE "G" ,.F„ MAXIMUM PIPE SIZE RT. ANGLE TO MAINLINE MAXIMUM PIPE SIZE FOR MAINLINE J 24 "to36" 60" 33" 36" K 36 "x 48" 72" 36" 48" L 48 "x54" 96" 48" 54" M 54"x72" 102" 66 of 72" N 72 "x84" 108" 72" 84" Nuit.- DROP PIPE MAY BE USED WITH MANHOLES TYPE J THRU N AND SHALL BE REFERRED TO AS DROP MANHOLE TYPE J THRU N. MANHOLE TYPE J KILIM & N os NOT TO SCALE C7•1 CONCRETE GRADE RINGS ASTM - C -478, 4000 PSI) UTILI ED TO LAWN AREA RAISE TO FINISH GRADE, MAX. ALLOWABLE HEIGHT OF RISE RING IS 12 . TOP SOIL PRECAST CONCRETE ADJUSTER RINGS - \ 4 MIN. 12 MAX. \ V BUTYL RUBBER BASE---J' EXTERIOR BACKPLASTER MATERIAL. 1 4" f1 16" MIN. THIC NESS ROM " ' 2 BELOW TOP OF CONE TO CASTING, PER SPECS. 5" MIN.-4. MANHOLE STEPS AT 16" MAX. ON CENTER. (SEE DETAIL) —w- PAVEMENT AREA SEE PLANS FOR TYPE OF CASTING AND FRAME PRECAST ECCENTRIC CONE � CONCENTRIC CONE OR PRECAST COVER. --- BARREL SECTION -48" DIA. ASTM C -478 CLASS A REINFORCED CONC. PIPE 4000 PSI OMPACTED SAND PRECAST MANHOLE SECTION 0 -RING GASKET BETWEEN ALL RISER AND CONE SECTIONS, PLUS 1/2" EXTRUDABLE GASKET (KENT SEAL OR EQUAL) GROUT MIN. 1/2" PER FOOT SLOPE UNOERORAIN --,--_ (IF SPECIFIED) PRECAST CONCRETE BASE J/j \1\ MANHOLE BASE SET ON MANHOLE TYPE VIC11 6" OF #2 OR #8 STONE NOT TO SCALE c0 0 0 wI OTE: MANHOLE CONFORMS TO ASTM C -478. JOINT CONFORMS TO ASTM C -443. NON- SHRINK CEMENT GROUT ACH WAY IN. 6" TOPSOIL TO ENSURE GRASS GROWTH IF NOT UNDER PAVEMENT ly :. 'MINIMUM WIDTH „ \ -- B BORROW OR EQUIVALENT \ 1.25 OD + 12 -. GRANULAR MATERIAL COMPACTED TO 95% MODIFIED PROCTOR DENSITY TO TOP OF TRENCH IF LESS THAN OR WITHIN 5'OF \\ �� EDGE OF PAVEMENT. IF GREATER THAN 5 FROM EDGE OF PAVEMENT. AREA TO BE BACKFILLED WITH #8 CRUSHED STONE OR ##8 „ CLEAN MATERIAL THAT SHALL FRACTURED FACE AGGREGATE (� -� 12 CONTAIN NO MORE THAN 10% PASSING A No. 200 SEIVE. HAND TAMPED OR WALKED INTO PLACE. 1/2 O.D. + 12 A LEGEND OD = OUTSIDE DIAMETER OF PIPE ID = INSIDE DIAMETER OF PIPE 1/2 O.D. 4" MINIMUM (BELOW THE BARREL) 3" MINIMUM (BELOW THE BELL) #8 CRUSHED STONE OR #8 FRACTURED FACE AGGREGATE, BELL HOLE EXCAVATED. PIPE SIZE 8" TO 15" 18" AND OVER BEDDING BELOW THE PIPE BARREL O.D. /4 MINIMUM = 4" O.D. /4 MAXIMUM = 8" PLASTIC PIPE (PVC & HDPE l'_ n" AI A V HEAVY DUTY LAMPHOLE CASTING W/ SOLID LID, NEENAH R -1 974 OR EQUAL CONCRETE COLLAR- J tOa O � COMPACTED BACKFILL #8 COMPACTED STONE -� X. /x WYE 45' BEND MAXIMUM CLEANOUT SPACING TO BE NO MORE THAN 100 FEET. CLEANOUT DNOT TO SCALE •L NEW MAIN TAPPING SLEEVE VALVE & BOX PIPE OR BEND AS REQUIRED NOTE: BENDS &FITTINGS AS REQUIRED. SEE PLAN SHEETS FOR DETAILS. CONNECTION TO EXISTING WATER MAIN NOT TO SCALE 1. ALL INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. 2. A MINIMUM 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. FINISH FLOOR 4' MIN. SEE UTILITY PLAN FOR INVERTS FLEXIBLE PIPE SLEEVE EXISTING WATER MAIN IN TALL ION REQUIRED 1. PIPE MATERIAL PER INDIANA DEPT. OF TRANSPORTATION SPECS. No. 718.02 #8 WASHED STONE 36" nAll AVEM EN T NOT TO SCALE w W d (MIN) D.O.T. REQUIREMENT p 30" TO 60" IN. 6" TOPSOIL 66" & LARGER N CITES: TO ENSURE GRASS U GROWTH IF NOT 1. 2" PIPE DRAIN FROM BOTTOM OF UNDER PAVEMENT � Z c OUQ EDGE OF PAVEMENT, CURB %�� MINIMUM WIDTH = - CURB TO INLET; AGGREGATE TO BE GUTTER OR SIMILAR S I M R UCTU E TR R \ �4" DIAMETER PERFORATED \ � 4" PLACED AROUND INLET END OF PIPE. 4" 2. 3" MIN. DIA. PIPE TO BE KEPT HIGH DENSITY OPEN FOR DRAINAGE OF SUBGRADE OR MIN. BASE UNTIL SURFACE IS PLACED. MIN. 0 POLYETHLENE PIPE WITH "HIGHWAY SOCK 0 FILTER" 4" PIPE UNDERDRAIN 01 UNDER PAVEMENT NOT TO SCALE w W DISTANCE DEFINED BY d (MIN) D.O.T. REQUIREMENT p 30" TO 60" IN. 6" TOPSOIL 66" & LARGER N CITES: TO ENSURE GRASS U GROWTH IF NOT 1. 2" PIPE DRAIN FROM BOTTOM OF UNDER PAVEMENT � Z c OUQ EDGE OF PAVEMENT, CURB %�� MINIMUM WIDTH = - CURB TO INLET; AGGREGATE TO BE GUTTER OR SIMILAR S I M R UCTU E TR R \ D . D. .A \ � PLACED AROUND INLET END OF PIPE. PLAN VIEW: 2. 3" MIN. DIA. PIPE TO BE KEPT � OPEN FOR DRAINAGE OF SUBGRADE OR 2 4 BARS 6" 2' -6" 6" #„ -•- 3" PIPE (NOTE 2) BASE UNTIL SURFACE IS PLACED. AT 28 LONG 0 7/8 0 3. CAST -IN -PLACE OR PRECAST INLET /I // ..I , , % j i SHALL BE CONSTRUCTED AND O IF WITHIN 5' OF EDGE OF PAVEMENT, USE "B" BORROW OR : = . , --IF NOT WITHIN 5 ..OF EDGE OF INSTALLED IN ACCORDANCE WITH 2" PIPE (NOTE 1 PAVEMENT: USE B BORROW o w Z INDOT STANDARD SPECIFICATIONS. PROCTOR DENSITY FOR ENTIRE TRENCH BACKFILL CONSTRUCTION cr AOD OUTSIDE DIAMETER OF PIE AND REGULAR BACKFILL TO TOP OF #4 BARS AT NON- SHRINK GROUT a > 12" O.C., E.W. 4. TYPE "M" INLET IS INTENDED FOR d TRENCH w 0 USE PRIMARILY AS A SINGLE CURB MAXIMUM \ \ 8 STONE OR APPROVED EQUIVALENT 9EDDING.MATERIAL HAND TAMPED OR ' LINE INLET AT THE LOW POINT OF A OPENING 4 Q > cn , SAG ERTIC L CURVE. V A GREATER THAN 0.0. � ' 5. WHEN PIPE IS FIELD CONNECTED TO OF PIPE "Nov.- �� ~ " A PRECAST UNIT, THE PRECAST UNIT XN\ �' SHALL INCLUDE A FIELD POURED 00 • 4" �-o " CLASS "A" CONCRETE COLLAR OF A 6 % \��' \� /� -- o- o �y DRAIN INCH MINIMUM LONGITUDINAL AND RADIAL THICKNESS, OR A RUBBER GASKET. 6. SEE PLANS FOR TYPE OF CASTING, 4" SECTION AA COMPACTED #53 STONE INLET TYPE "M" 02 NOT TO SCALE C7.1 DISTANCE DEFINED BY d (MIN) D.O.T. REQUIREMENT 3" 30" TO 60" IN. 6" TOPSOIL 66" & LARGER 6" TO ENSURE GRASS U GROWTH IF NOT a UNDER PAVEMENT � Z OUQ EDGE OF PAVEMENT, CURB %�� MINIMUM WIDTH = - GUTTER OR SIMILAR S I M R UCTU E TR R \ 1.25 OD + 12 \ � IN THE PUBLIC RIGHT-OF-WAY .. �zW � � wow CL � 0 0 Ln �w O IF WITHIN 5' OF EDGE OF PAVEMENT, USE "B" BORROW OR : = . , --IF NOT WITHIN 5 ..OF EDGE OF EQUIV. GRANULAR MATERIAL ID PAVEMENT: USE B BORROW COMPACTED TO 95% MODIFIED 06 -192 COMPACTED TO 90% MODIFIED PROCTOR DENSITY FOR 1/6 OF PROCTOR DENSITY FOR ENTIRE TRENCH BACKFILL CONSTRUCTION AOD OUTSIDE DIAMETER OF PIE AND REGULAR BACKFILL TO TOP OF a d TRENCH DEPTH OF BEDDIN G 8 STONE OR APPROVED EQUIVALENT 9EDDING.MATERIAL HAND TAMPED OR MATERIAL BELOW PIPE WALKED INTO PLACE. LEQEND OD = OUTSIDE DIAMETER ID =INSIDE DIAMETER d =DEPTH OF BEDDING MATERIAL BELOW PIPE ID d (MIN) 27" & SMALLER 3" 30" TO 60" 4" 66" & LARGER 6" NOTES: 1. ALL INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12° BALANCED LIFTS. 2. A MINIMUM 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. REINFORCED CONCRETE PIPE (RCP) o3 6EDDING /TRENCH DETAIL NOT TO SCALE 8 9 V 10 11 12 13 14 15 16 0 El ( IN FEET ) 1 inch = ft. (ASSUMED NORTH) IO REVISION RECORD C7■ S M. A e41i ♦ `� • .... • 0:0 �� •• %,G\ FRS •. � �,, so % ✓ O •� NO PE910337 =� STATE OF '` i•'. P, �� 4*•' DATE: 1 2/1 9/2006 DWN BY: TCW CHKD. BY: imp SCALE: NTS DATE: 10/27/2006 Civ i I Designs 2415 Directors Row Ste.E Indianapolis, In 46241 317- 244 -1968 FAX - 244 -1969 w w U J � Q f- � Z OUQ L �QQ cem z �zW � � wow CL � 0 0 Ln �w O W PROJECT NUMBER 06 -192 DESIGN PHASE CONSTRUCTION PLAN C7al SHEET I oOF 7 1 �1 L K JI HI GI F E 12 13 14 15 16 7 I8 D / C A. ° v . V zs a rfl 0 i . L 1 i t � r r r '- r -� 1 NJ U010 AF - 1 p t -o r n t � awc+� �;�1^1N EP C13 t T t + +,+ p _Tl a a U) • 1 � 1 � 1 2 3 - -I4 15 16 17 1 8 9 A Jta �11 I12 I13 I14 (15 �16 r Q PLANTING SCHEDULE LEGEND KEY QTY BOTANICAL NAME COMMON NAME SIZE REMARKS MATURE HEIGHT COND MATURE SPREAD 0 + AF 4 Tilia americana x euchlora 'Redmond' Redmond Linden 2-1\2$# Deciduous Shade 35' B & B 30' + GT 2 Gleditsia triacanthos inermis 'Skycole' Skyline Honeylocust 2 -1 \2" Deciduous Canopy 45' 8 & 8 45' ��``� + ZS 7 Zelkova serrata 'Village Green' Village Green Zelkova 2 -1 \2" Deciduous Canopy 50' B & B 35 w- AM 5 melanchier x grandiflora 'Autumn Brilliance' Autumn Brilliance Serviceberry 1-1/20 Deciduous Ornamental 20' B & 8 15' GUY TREES 3" CAL. & LARGER USE 2 STAKES . JK 36 Juniperus chinensis 'Kallays Compact' Kallay Pfitzer Juniper 18" Evergreen Shrub 2' No. 3 Cont. 6' SET TOP OF ROOT CROWN 4" ABOVE FINISH GRADE • JS 50 Juniperus chinensis 'Sea Green' Sea Green Juniper 1813 -24" Evergreen Shrub 3' No. 3 cont. 5-6' TOP OF BALL ., 3 MULCH LAYER AS SPECIFIED + RM 53 Rosa 'Radcon' Pink Knockout Shrub Rose 18 " -24" Deciduous Shrub 3' No. 3 Cont. 3' + SG 39 Spiraea x bumalda 'Gold Flame' Gold Flame Spirea 18 " -24" Deciduous Shrub 3' No. 3 Cont. 4' . Q CA 46 alarnagrostis x acutiflorc 'Karl Foerster' Karl Foerster's Feather Reed Grass 18" -24" Ornamental Grass 4' -5' No. 3 Cont. 3' �'- PA 8 Pennisetum alopecuroides 'Hameln' Hameln Fountain Grass 1813 --24" Ornamental Grass 30" No. 3 Cont. 24" + VR 9 Viburnum opulus 'Nanum' Dwarf European Viburnum 18 " -24" Deciduous Shrub 5' No. 3 Cont. 5' + + + + + + + ++ + + ++ + EP 128 Echinacea purpurea Purple Coneflower 12" Perennial 24" N o. 2 Cont. 24" EW 148 chinacea x White Swan Mite Swan Coneflower 1 Perennial 0 - No. 2 Cont. 2 1S /SG 7 k JS o R �NA 010 0 SHADE TREE PLANTING DETAIL NOT TO SCALE SET TOP OF ROOT MASS 1 " ABOVE •• FINISH GRADE • ' • t • ••' 3" MULCH LAYER ' • _ = AS SPECIFIED SPADE EDGE •• • INISH GRADE BED PREPARATIO 6" 4 PARTS TOPSOIL 1/4 PARTS PEAT 1 /4 PARTS COMPOST SHRUB AND SMALL TREE PLANTING DETAIL NOT TO SCALE 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. CAUTION 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 d should not be construed as fact. There ma also be other existing e utilities ' y ng and underground 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 HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW' CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. PROJECT LOCATION WIDE TAPE CONSISTING OF .AYERS OF CRINKLED PAPER �ENTED TOGETHER, UP TO �T BRANCHES ;AVATE HOLE 12" LARGER ►N ROOT BALL �RIFY SIDES OF HOLE SH GRADE E smie Road 334 JI w ii sin si � fc J� 421 VICINITY MAP NOT TO SCALE LANDSCAPE NOTES 1. 1 Ht CONTRACTOR 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 SUFFICIENT TO COMPLETE THE PLANTING AS SHOWN ON DRAWINGS. 3. ALL MATERIAL SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY THE CURRENT "AMERICAN ASSOCIATION OF NURSERY STOCK 2004, 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 AT GRADE PRIOR TO DIGGING OR AS IN THE CONTAINER. 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 BE 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. -�A �� 10 11 12 113 14 1 116 30 0 15 30 IN FEET ) 1 inch = 30 ft. (ASSUMED NORTH) REVISION RECORD O IN ■ of O DATE: DWN BY: DJ P CHKD. BY: imp SCALE; 1 if = 20' DATE: 10/27/2006 Civil Desi ns g 2415 Directors Row Ste.E Indianapolis, In 46241 317- 244 -1968 FAX- 244 -1969 ' _ \I /�'' w NEVER CUT LEADER. THIN UP TO 1 3 OF BRANCHES RETAINING 'NATURAL SHA E • OF TREE. DO NOT LEAVE STUBS w U ATTACH GUY WIRE AND HOSE J ' •• ABOVE FIRST BRANCH. � Z U � t Q ��``� vV),Qa •. STAKE TREES UNDER 3" CAL. USE WOOD C� STAKES 3 PER TREE @ 120' w- �zw ••: U "x4': _ A- W C U GUY TREES 3" CAL. & LARGER USE 2 STAKES . � AV DRIVEN BELOW GRADE. (3 STAKES 120 APART) • , : , 'tuV •'• SET TOP OF ROOT CROWN 4" ABOVE FINISH GRADE `` a ' ••. CUT ALL BINDING AND REMOVE WRAPPING FROM \a � •- U*4) TOP OF BALL ., 3 MULCH LAYER AS SPECIFIED r + PROJECT NUMBER 06-192, 4 DIA. X 4 SAUCER AROUND PLANTING PIT o • C %/� DESIGN PHASE . •. PULVERIZE SOIL EXCAVATED FROM HOLE AND o Cno (013(o SHEET 1 t OF t t .-�, . Q USE AS BACKFILL Q 1 •. LOOSEN SUBGRADE AROUND CENTER MOUND Q 0. AND INSTALL SAND AS NEEDED TO PROVIDE ADEQUATE DRAINAGE AND AERATION d •., �1I /� •'•. STAKE TO BE 18" BELOW PIT IN UNDISTURBED SUBGRADE t a .• � . '•. UNDISTURBED SUBGRADE BASE 1S /SG 7 k JS o R �NA 010 0 SHADE TREE PLANTING DETAIL NOT TO SCALE SET TOP OF ROOT MASS 1 " ABOVE •• FINISH GRADE • ' • t • ••' 3" MULCH LAYER ' • _ = AS SPECIFIED SPADE EDGE •• • INISH GRADE BED PREPARATIO 6" 4 PARTS TOPSOIL 1/4 PARTS PEAT 1 /4 PARTS COMPOST SHRUB AND SMALL TREE PLANTING DETAIL NOT TO SCALE 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. CAUTION 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 d should not be construed as fact. There ma also be other existing e utilities ' y ng and underground 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 HOLEY MOLEY SAYS "DIG SAFELY" "IT'S THE LAW' CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC8 -1 -26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. PROJECT LOCATION WIDE TAPE CONSISTING OF .AYERS OF CRINKLED PAPER �ENTED TOGETHER, UP TO �T BRANCHES ;AVATE HOLE 12" LARGER ►N ROOT BALL �RIFY SIDES OF HOLE SH GRADE E smie Road 334 JI w ii sin si � fc J� 421 VICINITY MAP NOT TO SCALE LANDSCAPE NOTES 1. 1 Ht CONTRACTOR 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 SUFFICIENT TO COMPLETE THE PLANTING AS SHOWN ON DRAWINGS. 3. ALL MATERIAL SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY THE CURRENT "AMERICAN ASSOCIATION OF NURSERY STOCK 2004, 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 AT GRADE PRIOR TO DIGGING OR AS IN THE CONTAINER. 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 BE 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. -�A �� 10 11 12 113 14 1 116 30 0 15 30 IN FEET ) 1 inch = 30 ft. (ASSUMED NORTH) REVISION RECORD O IN ■ of O DATE: DWN BY: DJ P CHKD. BY: imp SCALE; 1 if = 20' DATE: 10/27/2006 Civil Desi ns g 2415 Directors Row Ste.E Indianapolis, In 46241 317- 244 -1968 FAX- 244 -1969 w w U J � w � Z U � Q � vV),Qa 0 w- �zw U 0 � W C U � z � o vii �w O U*4) W PROJECT NUMBER 06-192, DESIGN PHASE CONSTRUCTION PLAN NUMBER Cno (013(o SHEET 1 t OF t t