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Home My WebLink AboutC101 Existing Conditions/Demolition PlanCl 2 C; 10 SCALE: 1" 30' 0 15 30 60 5 040.000 "A" 10 T A FACE OF BUILDING r 5 040.000 "A" OVERHEAD ELECTRIC ---845 sTM srn y ss (BV OTHER) 5161 STR 0 BY OTHERS-'- MANHC{E .,I1 INLET 10=844.33 MW 44=640.45 INV E=835.95 NV W =835 74 G TIRO T(A)__ T(A)_ T(A) 40' LOT 239 FIE EX 12" RCP (el' OVERHEAD ELECTRIC EXISTING METAL BUILDING FACE OF BUILDING 845 STM STR #60 (BY OTHER):; CURB INLET T,A) EXISTING METAL BUILDING TELE ONE PED STAL UTILITY POLE w /ELECTRIC DROP TBM (MAO NAIL) SET 2' UP ON N.W. SIDE. ELEV 843.22' STM SIR 59 (BY OTHER) ;MANHOLE TC= 844.33 INS/ -N= 840.45.• INV E= 835.95 INV W= 835.74 T(A) T(A) TELEP ONE PED STAL 6' R/W ASPHALT ALLEY R3.0' ASPHALT ALLEY I 8" RISER UTILITY POLE w /ELECTRIC DROP TBM (MAG NAIL) SET 2' UP ON N.W. SIDE. ELEV 843.22' DL E' LEGAL ORAN 111E 5 060.000 WATER METER 9.0 EX. 6' LEGAL \STM STR (SEE DETAIL) DRAIN TILE OPEN GRATE (EMERGENCY OUT) TC= 842.30 INV= 837.00(5) NORTH LINE NW 1/4 SEC. 12, TI 7N, R3E S88 "E 2668.98' 106TH STR sB SIR 4K 2 (BY STN STR +3 (BY 01HER) MA""( 4 IN TC= 84 fN 535 (MM NJV N= 836 NV x_26.15 EXISTING METAL BUILDING FFE 844.09 GAS METER EX 15 RCP )BPETHEN. ELEC. ETER 0 ee A 44 T( x 'x,) T(A) EX. YARD DRAIN 843 TC= 841.01 F /L= 835.0 FACE OF BUILDING CHAIN LINK FENCE STM STR #63 (BY OTHER) INLET EX. 15 R(,g (BY OTHER) NA). 84 542 LOT 240 I FACE OF BUILDING 8 ?EAR YARD 2" OVERLAY EX. PAVEMENT T(A) 8 1/2 OF 16' ALLEY VACATED PER D.R. 147, P. 274 NORTH LINE NW 1/4 5 060.000 "q SEC. 12, T17N, R3E 588 5 7 58 E 2668.98' 5 080.000 "A" 106TH STREET STM 5TR 62 BY OTHER) MANHC TC= 04 IN 836: INV N= 836.40 INV W= 836. 6' 16" WA TER LINE I SACSFi7S(BY I CURB 1NLE f 90'49'3 89'10'57 EX. YARD DRAIN TC= 841.01 F /L= 835.0 CHAIN LINK FENCE TOPSOIL EXISTING SITE AND DEMOLITION PLAN EXISTING GROUND 22" 8" CURB DETAIL (NO SCALE) T(A) EXISTING 106TH STREET R,O.W. T(A) SITE LAYOUT GRADING PLAN aT++ER} T(A) TM STR ANA TC =84142 IN E= 839.02 INV N =83745 INV W=: 7.20 '0 PAVEMENT -7 BY 0 HER) (A) 6' 1/2 OF 16' ALLEY VACATED PER D.R. 147, P. 274 EXISTING FRAME BUILDING 22" 6" CURB DETAIL (NO SCALE) fi r 5 100.000 "A" T(A? 8910'57"' EDGE OF ASPHALT R30' BURIED TELEPHONE BURIED ELECTRIC 12.0' 6' 04 SWALE 1.0% ELEC. METER WATER METER EXISTING METAL BUILDING FFE 844.09 81.4' PROPOSED BUILDING ADDITION FFE 844 :09 2.Q' EASFMFNT %-9..1,. STM STR X700 BEEHIVE?INLET TC =842.45 I NV= 837.75 32.8' 125' OF 12 HOPE. 0 26% 43.991 FRONT YARD SETBACK 87.6' STM STR #702 SOLID CASTIN 60" .MANHOLE T 42.5 ;'1NV= 3 8 85.5' C .42.79 AY- 42.26 I I STM S i' 703 (SEE DET: IL) 9.0' 20.0' FLAT G ATE SOLID ''.TING J 4'X5' 1l INTROL BOX TC =84 1 1 80 TYP. OP GR9 T E TYP• GUTTE 841.80 SOL ID GR�TE NV =B .33 g M1 IIIMI 89'10'57 5.5' DEMOLITION NOTES: 0 1 REMOVE PAVING MATERIAL TO SUBGRADE 0 2 REMOVE ALL STRUCTURES AND CONCRETE FROM PROPOSED BUILDING LOCATION AS REQUIRED TO 42" BELOW FINISHED FLOOR ELEVATION 0 3 RELOCATE UTILITIES AS REQUIRED. COORDINATE WITH SERVICE PROVIDER AND ARCHITECTURAL DRAWINGS FOR NEW LOCATION 0 LIMITS OF NEW BUILDING ci :REMOVE GUARDRAIL c REMOVE STORAGE SHED TOPSOIL EXISTING GROUND r 18" WATER LINE 2-TM STR #6-5 -(8Y' ASDEIER) CURB INLET EX. T RCP (BY OT)R STM STR •701 CURB INLET NEENAH R- 3286 -8V 5')(5' BOX TC= 842.60 GUTTER-842.10 INV= 837.60 STREET R,O. W. 7(0) EXISTING 106TH ELEV. 841.00 ELEV. 836.90 ELEV. =8 35.00± T(A) SCALE: 1" 20' 0 10 20 40 6 RETRACEMENT DESCRIPTION LOTS #238, #239, #240, AND #241 IN ORIN JESSUP LAND COMPANY ORIGINAL PLAT OF HOME PLACE IN HAMILTON COUNTY, INDIANA, AS PER PLAT THEREOF, RECORDED IN DEED RECORD 103, PAGES 11 AND 12 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA. TOGETHER WITH THE NORTH ONE HALF OF THE VACATED ALLEY ADJOINING THE SOUTH END OF THE ABOVE DESCRIBED LOTS IN SAID ORIN JESSUP LAND COMPANY PLAT OF HOME PLACE. SITE BENCHMARK IRON PIN AT WEIHE ENGINEERS OFFICE (10505 NORTH COLLEGE AVENUE). ELEVATION BY GPS 842.64' (NAVD88) (A cc 0 La 0 B. 0 B. x 6 "0 PIPE EX. 6" LEGAL DRAIN TILE STRUCTURE 704 5 120.000 "A" STM STR 64 BY OTHER) MANHOLE TC=843. 42 INV E= 839.02 INV N= 837.45 INV W= 837.20 6 T(A) ELEV.= 837.00 EXISTING FR FPLAN NOTES: FLAT GRATE TC= 842.30 STANDARD MANHOLE TOP ELEV. 842.10 OUTLET STRUCTURE DIRECTION OF FLOW 12 "0 PIPE 6" THICK LAYER CRUSHED STONE SETTING BED PRECAST STEPS BEYOND CD CONCRETE CURB GUTTER 6" HEIGHT (TYP.) O SCREENED DUMPS -ER AREA (SEE ARCHITECTURAL PLANS) 0 CONCRETE SIDEWALK (TYP.) O CONCRETE WALK CURB (TYP.) PAINTED HANDICAP PARKING SYMBOL O PAINTED PARKING MARKINGS 0 7 MATCH CURB TO EXISTING CURB AND GUTTER. FIELD VERIFY EXTENT OF EXISTING CURB O SIDEWALK FLUSH NITH PAVEMENT O DIMENSIONS TO OJTSIDE FRAMING. WITH ARCHITECTURAL DRAWINGS 10 2" ASPHALT OVERAY 11 MATCH EXISTING PAVEMENT 12 5' TRANSITION MILLING /WEDGE 13 CONCRETE CURB GUTTER 8" 14 'ADA' HANDICAP PARKING SIGN HEIGHT (TYP.) COORDINATE NOTE: rn M 12 "0 PIPE 'aD 6" THICK LAYER #9 CRUSHED STONE SETTING BED WM. WV 8 O DQ 0 (a) II O CO 892 STM O -1 894.50 W GAS F.F.E. IC INV RCP CMP PVC STR. M.E.G. SSD TOC GUT OUL T TBM WV MANHOLE STEPS SHALL BE POLYPROPYLENE, POLYPROPYLENE COATED STEEL REINFORCING OR AN APPROVED NON- CORROSIVE FIBERGLASS MATERIAL. THE COPOLYMER POLYPROPYLENE SHALL MEET THE REQUIREMENTS OF ASTM D -4101 REINFORCED WITH DEFORMED 3/8" MIN. DIAMETER REINFORCING STEEL CONFORMING TO THE REQUIREMENTS OF ASTM A -615, GRADE 60. NON- COATED CAST IRON STEPS ARE NOT ACCEPTABLE. EMERGENCY OVERFLOW ELEV.= 840.00 36 "0 PIPE 6" THICK LAYER #9 CRUSHED STONE SETTING BED ELEV. 841.60 18" R LEGEND 12 "0 PIPE 10" DIA. 20' EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. PIPE END SECTION RIGHT -OF -WAY LINE PROPOSED SANITARY SEWER LINE PROPOSED STORM SEWER LINE PROPOSED 6" HDPE ROOF DRAIN PROPOSED PIPE BOLLARD PROPOSED MANHOLE PROPOSED CONTOURS PROPOSED ELEVATION DRAINAGE FLOW ARROW WATER LINE GAS LINE FINISH FLOOR ELEVATION TOP OF (MANHOLE INLET) CASTING INVERT (BOTTOM) ELEVATION OF (MANHOLE /INLET) REINFORCED CONCRETE PIPE CORRUGATED METAL PIPE POLYVINYL CHLORIDE PIPE STRUCTURE MATCH EXISTING GRADE SUB- SURFACE DRAINAGE TOP OF CURB GUTTER OVERHEAD UTILITY LINE OVERHEAD TELEPHONE TEMPORARY BENCHMARK WATER VALVE ELEVATION SOUD CASTING TC= 842.10 SOLID CASTING FLAT GRATE TC= 842.10 SOLID CASTING r TC= 842.10 60" FIRE HYDRANT WATER METER /VALVE SIGN MONITOR WELL IRON PIN OR PK (SET /FOUND) GAS METER GAS VALVE STORM INLET STORM /SAN. /TELE. MANHOLE ELECTRIC METER POWER POLE GUY ANCHOR TELEPHONE PEDESTAL MANHOLE CLEANOUT SANITARY SEWER LINE STORM SEWER LINE CONTOURS EMERGENCY VERFLOW ELEV. 840.00 3" ORIFICE ELEV 837.35 3" ORIFICE ELEV= 837.35 EMERGENCY DVERFLOW ELV.= 840.00 NOTE: ALL STRIPES TO BE 4" PAINTED WHITE 4" (TYP) HANDICAP PARKING SYMBOL DETAIL (NO SCALE) 4 SECTION 4 60 "x72" PRECAST CONCRETE BOX (MIN. 6" WALLS) TOP ELEV. 842.10 DIRECTION OF FLOW FLAT GRATE TC= 842.10 60 "x72" PRECAST CONCRETE BOX (MIN. 6" WALLS) TOP ELEV. 842.10 ELEV. 841.60 ELEV.= 837.35 FLAT GRATE TC= 842.10 36 "0 PIPE ELAN DETENTION /OUTLET STRUCTURE STRUCTURE 703 (NO SCALE) 36 "0 PIPE 1 /2" EXPANSION JOINT FILLER SEALANT CONC. CURBS 24" WIRE MESH SECTION A -A CONC. RAMP (4" THICK) SECTION B -B CONC. WALK T .C. ELEVATION SLOPE 1/4'/ NEENAH R- 3286 -8V Cn W SURFACE 3 PROJECT LOCATION AREA MAP F CURB INLET TYPE A INLET BASE SET ON 6" OF #2 (NO SCALE) STONE THIS SIGN TYPICAL AT ALL ACCESSIBLE PARKING SPACES THIS SIGN TYPICAL AT ALL VAN ACCESSIBLE VAN PARKING SPACES ACCESSIBLE PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW "U CHANNEL- POST (2- lbs. /ft.) POST SHALL BE 2 0.D. GALVANIZED STEEL WITH GALVANIZED CAP. SET 12' LONG POST 3.5' INTO GROUND. SLOPE TOP OF CONCRETE GROUND /PAVING 3500 P.S.I. P.C. CONCRETE RESERVED PARKING 1 /2" EXPANSION JOINT FILLER SEALANT 12" X 6 X 9' m 3" M (NO SCALE) itt PROPOSED OVERLAY 15. B LA 00 6" #2 STONE 6" (TYP.) 'ADA' SIGN MOUNT DETAIL (NO SCALE) VAR. PIPE SIZE 18" MAX. STRAIGHT CONNECT 15" MAX. SKEW /CORNER TRANSITION WEDGE /LEVELING COURSE OVERLAY EDGE TRANSITION (NO SCALE) A. ii \14 k `A 'A 1. `N. /i COMBINATION PEDESTRIAN /HANDICAP ENTRY RAMP DETAIL PAVEMENT EXISTING PAVEMENT 'GRIND EXISTING PAVEMENT TO 1" DEPTH. OVERLAY SECTION D 4' 6" B (NO SCALE) 1 TOPPING EXISTING PAVING AND BASE TO REMAIN GENERAL NOTES: 1) THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION 3) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH ALL RESPECTIVE UTILITIES. 4) ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 5) OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 6) IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 7) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. 8) TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 9) ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND CONNECTED TO NEW STORM SEWERS AND POSITIVE DRAINAGE PRESERVED. 10) THE DESCRIBED REAL ESTATE DOES NOT LIE WITHIN A SPECIAL FLOOD HAZARD ZONE AS PLOTTED BY SCALE ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY, NATIONAL FLOOD INSURANCE PROGRAM, FIRM FLOOD INSURANCE RATE MAP COMMUNITY -PANEL NUMBER 1805700209F, DATED FEBRUARY 19, 2003. 1 BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS PLAT FOR EXACT INFORMATION. 13) WETLANDS ARE NOT SHOWN ON THE U.S. DEPARTMENT OF THE INTERIOR FISH AND WILDLIFE SERVICE; CARMEL, IND, NATIONAL WETLANDS INVENTORY MAP DATED 1990. 1 LEVELING COURSE COMPACTED SUBSURFACE JOINT DETAIL NOTE: PROVIDE EXPANSION STRIP AND SEALANT ADJACENT BUILDING AND EXISTING CURB 4.0' (MIN) 4" CONCRETE 4 #53 COMPACTED AGGREGATE PREPARED SUBGRADE TYPICAL SIDEWALK SECTION 'Holey Moley says, "DON'T DIG BLIND" a *eft we.M nrr -7 it r I PM 1-1900 1 -4100 552 -5544 425 -5200 4eWe Yee, PER INDIANA STATE LAW IS -69 -1991, IT IS AGNNST 'THE LAW TO EXCAVATE WTTHOUF NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. (NO SCALE) CAUTION!! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY OTHER) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION PLEASE CALL "HOLEY MOLEY" 1 -800- 382 -5544 TOLL FREE PROJECT NO 4::> 0 r44 JAMES K. SHINNEMAN P.E. 10' 0392 0 SHEET NO. dlol WO4-0012 Part 48.0' (MAX) BETWEEN EXPANSION JOINTS PRESIDENT REVISIONS DIRECTION OF FLOW 12 SLOPE UP 1/2" PREFORMED JOINT FILLER TRANSVERSE JOINT 6.0' BETWEEN TRANSVERSE JOINTS NOTE: PROVIDE 2% CROSS SLOPE AWAY FROM BUILDING TRANSVERSE JOINT 1/2' PREFORMED JOINT FILLER Cl 2 C; 10 SCALE: 1" 30' 0 15 30 60 5 040.000 "A" 10 T A FACE OF BUILDING r 5 040.000 "A" OVERHEAD ELECTRIC ---845 sTM srn y ss (BV OTHER) 5161 STR 0 BY OTHERS-'- MANHC{E .,I1 INLET 10=844.33 MW 44=640.45 INV E=835.95 NV W =835 74 G TIRO T(A)__ T(A)_ T(A) 40' LOT 239 FIE EX 12" RCP (el' OVERHEAD ELECTRIC EXISTING METAL BUILDING FACE OF BUILDING 845 STM STR #60 (BY OTHER):; CURB INLET T,A) EXISTING METAL BUILDING TELE ONE PED STAL UTILITY POLE w /ELECTRIC DROP TBM (MAO NAIL) SET 2' UP ON N.W. SIDE. ELEV 843.22' STM SIR 59 (BY OTHER) ;MANHOLE TC= 844.33 INS/ -N= 840.45.• INV E= 835.95 INV W= 835.74 T(A) T(A) TELEP ONE PED STAL 6' R/W ASPHALT ALLEY R3.0' ASPHALT ALLEY I 8" RISER UTILITY POLE w /ELECTRIC DROP TBM (MAG NAIL) SET 2' UP ON N.W. SIDE. ELEV 843.22' DL E' LEGAL ORAN 111E 5 060.000 WATER METER 9.0 EX. 6' LEGAL \STM STR (SEE DETAIL) DRAIN TILE OPEN GRATE (EMERGENCY OUT) TC= 842.30 INV= 837.00(5) NORTH LINE NW 1/4 SEC. 12, TI 7N, R3E S88 "E 2668.98' 106TH STR sB SIR 4K 2 (BY STN STR +3 (BY 01HER) MA""( 4 IN TC= 84 fN 535 (MM NJV N= 836 NV x_26.15 EXISTING METAL BUILDING FFE 844.09 GAS METER EX 15 RCP )BPETHEN. ELEC. ETER 0 ee A 44 T( x 'x,) T(A) EX. YARD DRAIN 843 TC= 841.01 F /L= 835.0 FACE OF BUILDING CHAIN LINK FENCE STM STR #63 (BY OTHER) INLET EX. 15 R(,g (BY OTHER) NA). 84 542 LOT 240 I FACE OF BUILDING 8 ?EAR YARD 2" OVERLAY EX. PAVEMENT T(A) 8 1/2 OF 16' ALLEY VACATED PER D.R. 147, P. 274 NORTH LINE NW 1/4 5 060.000 "q SEC. 12, T17N, R3E 588 5 7 58 E 2668.98' 5 080.000 "A" 106TH STREET STM 5TR 62 BY OTHER) MANHC TC= 04 IN 836: INV N= 836.40 INV W= 836. 6' 16" WA TER LINE I SACSFi7S(BY I CURB 1NLE f 90'49'3 89'10'57 EX. YARD DRAIN TC= 841.01 F /L= 835.0 CHAIN LINK FENCE TOPSOIL EXISTING SITE AND DEMOLITION PLAN EXISTING GROUND 22" 8" CURB DETAIL (NO SCALE) T(A) EXISTING 106TH STREET R,O.W. T(A) SITE LAYOUT GRADING PLAN aT++ER} T(A) TM STR ANA TC =84142 IN E= 839.02 INV N =83745 INV W=: 7.20 '0 PAVEMENT -7 BY 0 HER) (A) 6' 1/2 OF 16' ALLEY VACATED PER D.R. 147, P. 274 EXISTING FRAME BUILDING 22" 6" CURB DETAIL (NO SCALE) fi r 5 100.000 "A" T(A? 8910'57"' EDGE OF ASPHALT R30' BURIED TELEPHONE BURIED ELECTRIC 12.0' 6' 04 SWALE 1.0% ELEC. METER WATER METER EXISTING METAL BUILDING FFE 844.09 81.4' PROPOSED BUILDING ADDITION FFE 844 :09 2.Q' EASFMFNT %-9..1,. STM STR X700 BEEHIVE?INLET TC =842.45 I NV= 837.75 32.8' 125' OF 12 HOPE. 0 26% 43.991 FRONT YARD SETBACK 87.6' STM STR #702 SOLID CASTIN 60" .MANHOLE T 42.5 ;'1NV= 3 8 85.5' C .42.79 AY- 42.26 I I STM S i' 703 (SEE DET: IL) 9.0' 20.0' FLAT G ATE SOLID ''.TING J 4'X5' 1l INTROL BOX TC =84 1 1 80 TYP. OP GR9 T E TYP• GUTTE 841.80 SOL ID GR�TE NV =B .33 g M1 IIIMI 89'10'57 5.5' DEMOLITION NOTES: 0 1 REMOVE PAVING MATERIAL TO SUBGRADE 0 2 REMOVE ALL STRUCTURES AND CONCRETE FROM PROPOSED BUILDING LOCATION AS REQUIRED TO 42" BELOW FINISHED FLOOR ELEVATION 0 3 RELOCATE UTILITIES AS REQUIRED. COORDINATE WITH SERVICE PROVIDER AND ARCHITECTURAL DRAWINGS FOR NEW LOCATION 0 LIMITS OF NEW BUILDING ci :REMOVE GUARDRAIL c REMOVE STORAGE SHED TOPSOIL EXISTING GROUND r 18" WATER LINE 2-TM STR #6-5 -(8Y' ASDEIER) CURB INLET EX. T RCP (BY OT)R STM STR •701 CURB INLET NEENAH R- 3286 -8V 5')(5' BOX TC= 842.60 GUTTER-842.10 INV= 837.60 STREET R,O. W. 7(0) EXISTING 106TH ELEV. 841.00 ELEV. 836.90 ELEV. =8 35.00± T(A) SCALE: 1" 20' 0 10 20 40 6 RETRACEMENT DESCRIPTION LOTS #238, #239, #240, AND #241 IN ORIN JESSUP LAND COMPANY ORIGINAL PLAT OF HOME PLACE IN HAMILTON COUNTY, INDIANA, AS PER PLAT THEREOF, RECORDED IN DEED RECORD 103, PAGES 11 AND 12 IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA. TOGETHER WITH THE NORTH ONE HALF OF THE VACATED ALLEY ADJOINING THE SOUTH END OF THE ABOVE DESCRIBED LOTS IN SAID ORIN JESSUP LAND COMPANY PLAT OF HOME PLACE. SITE BENCHMARK IRON PIN AT WEIHE ENGINEERS OFFICE (10505 NORTH COLLEGE AVENUE). ELEVATION BY GPS 842.64' (NAVD88) (A cc 0 La 0 B. 0 B. x 6 "0 PIPE EX. 6" LEGAL DRAIN TILE STRUCTURE 704 5 120.000 "A" STM STR 64 BY OTHER) MANHOLE TC=843. 42 INV E= 839.02 INV N= 837.45 INV W= 837.20 6 T(A) ELEV.= 837.00 EXISTING FR FPLAN NOTES: FLAT GRATE TC= 842.30 STANDARD MANHOLE TOP ELEV. 842.10 OUTLET STRUCTURE DIRECTION OF FLOW 12 "0 PIPE 6" THICK LAYER CRUSHED STONE SETTING BED PRECAST STEPS BEYOND CD CONCRETE CURB GUTTER 6" HEIGHT (TYP.) O SCREENED DUMPS -ER AREA (SEE ARCHITECTURAL PLANS) 0 CONCRETE SIDEWALK (TYP.) O CONCRETE WALK CURB (TYP.) PAINTED HANDICAP PARKING SYMBOL O PAINTED PARKING MARKINGS 0 7 MATCH CURB TO EXISTING CURB AND GUTTER. FIELD VERIFY EXTENT OF EXISTING CURB O SIDEWALK FLUSH NITH PAVEMENT O DIMENSIONS TO OJTSIDE FRAMING. WITH ARCHITECTURAL DRAWINGS 10 2" ASPHALT OVERAY 11 MATCH EXISTING PAVEMENT 12 5' TRANSITION MILLING /WEDGE 13 CONCRETE CURB GUTTER 8" 14 'ADA' HANDICAP PARKING SIGN HEIGHT (TYP.) COORDINATE NOTE: rn M 12 "0 PIPE 'aD 6" THICK LAYER #9 CRUSHED STONE SETTING BED WM. WV 8 O DQ 0 (a) II O CO 892 STM O -1 894.50 W GAS F.F.E. IC INV RCP CMP PVC STR. M.E.G. SSD TOC GUT OUL T TBM WV MANHOLE STEPS SHALL BE POLYPROPYLENE, POLYPROPYLENE COATED STEEL REINFORCING OR AN APPROVED NON- CORROSIVE FIBERGLASS MATERIAL. THE COPOLYMER POLYPROPYLENE SHALL MEET THE REQUIREMENTS OF ASTM D -4101 REINFORCED WITH DEFORMED 3/8" MIN. DIAMETER REINFORCING STEEL CONFORMING TO THE REQUIREMENTS OF ASTM A -615, GRADE 60. NON- COATED CAST IRON STEPS ARE NOT ACCEPTABLE. EMERGENCY OVERFLOW ELEV.= 840.00 36 "0 PIPE 6" THICK LAYER #9 CRUSHED STONE SETTING BED ELEV. 841.60 18" R LEGEND 12 "0 PIPE 10" DIA. 20' EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. PIPE END SECTION RIGHT -OF -WAY LINE PROPOSED SANITARY SEWER LINE PROPOSED STORM SEWER LINE PROPOSED 6" HDPE ROOF DRAIN PROPOSED PIPE BOLLARD PROPOSED MANHOLE PROPOSED CONTOURS PROPOSED ELEVATION DRAINAGE FLOW ARROW WATER LINE GAS LINE FINISH FLOOR ELEVATION TOP OF (MANHOLE INLET) CASTING INVERT (BOTTOM) ELEVATION OF (MANHOLE /INLET) REINFORCED CONCRETE PIPE CORRUGATED METAL PIPE POLYVINYL CHLORIDE PIPE STRUCTURE MATCH EXISTING GRADE SUB- SURFACE DRAINAGE TOP OF CURB GUTTER OVERHEAD UTILITY LINE OVERHEAD TELEPHONE TEMPORARY BENCHMARK WATER VALVE ELEVATION SOUD CASTING TC= 842.10 SOLID CASTING FLAT GRATE TC= 842.10 SOLID CASTING r TC= 842.10 60" FIRE HYDRANT WATER METER /VALVE SIGN MONITOR WELL IRON PIN OR PK (SET /FOUND) GAS METER GAS VALVE STORM INLET STORM /SAN. /TELE. MANHOLE ELECTRIC METER POWER POLE GUY ANCHOR TELEPHONE PEDESTAL MANHOLE CLEANOUT SANITARY SEWER LINE STORM SEWER LINE CONTOURS EMERGENCY VERFLOW ELEV. 840.00 3" ORIFICE ELEV 837.35 3" ORIFICE ELEV= 837.35 EMERGENCY DVERFLOW ELV.= 840.00 NOTE: ALL STRIPES TO BE 4" PAINTED WHITE 4" (TYP) HANDICAP PARKING SYMBOL DETAIL (NO SCALE) 4 SECTION 4 60 "x72" PRECAST CONCRETE BOX (MIN. 6" WALLS) TOP ELEV. 842.10 DIRECTION OF FLOW FLAT GRATE TC= 842.10 60 "x72" PRECAST CONCRETE BOX (MIN. 6" WALLS) TOP ELEV. 842.10 ELEV. 841.60 ELEV.= 837.35 FLAT GRATE TC= 842.10 36 "0 PIPE ELAN DETENTION /OUTLET STRUCTURE STRUCTURE 703 (NO SCALE) 36 "0 PIPE 1 /2" EXPANSION JOINT FILLER SEALANT CONC. CURBS 24" WIRE MESH SECTION A -A CONC. RAMP (4" THICK) SECTION B -B CONC. WALK T .C. ELEVATION SLOPE 1/4'/ NEENAH R- 3286 -8V Cn W SURFACE 3 PROJECT LOCATION AREA MAP F CURB INLET TYPE A INLET BASE SET ON 6" OF #2 (NO SCALE) STONE THIS SIGN TYPICAL AT ALL ACCESSIBLE PARKING SPACES THIS SIGN TYPICAL AT ALL VAN ACCESSIBLE VAN PARKING SPACES ACCESSIBLE PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW "U CHANNEL- POST (2- lbs. /ft.) POST SHALL BE 2 0.D. GALVANIZED STEEL WITH GALVANIZED CAP. SET 12' LONG POST 3.5' INTO GROUND. SLOPE TOP OF CONCRETE GROUND /PAVING 3500 P.S.I. P.C. CONCRETE RESERVED PARKING 1 /2" EXPANSION JOINT FILLER SEALANT 12" X 6 X 9' m 3" M (NO SCALE) itt PROPOSED OVERLAY 15. B LA 00 6" #2 STONE 6" (TYP.) 'ADA' SIGN MOUNT DETAIL (NO SCALE) VAR. PIPE SIZE 18" MAX. STRAIGHT CONNECT 15" MAX. SKEW /CORNER TRANSITION WEDGE /LEVELING COURSE OVERLAY EDGE TRANSITION (NO SCALE) A. ii \14 k `A 'A 1. `N. /i COMBINATION PEDESTRIAN /HANDICAP ENTRY RAMP DETAIL PAVEMENT EXISTING PAVEMENT 'GRIND EXISTING PAVEMENT TO 1" DEPTH. OVERLAY SECTION D 4' 6" B (NO SCALE) 1 TOPPING EXISTING PAVING AND BASE TO REMAIN GENERAL NOTES: 1) THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION 3) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH ALL RESPECTIVE UTILITIES. 4) ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 5) OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 6) IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 7) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. 8) TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 9) ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND CONNECTED TO NEW STORM SEWERS AND POSITIVE DRAINAGE PRESERVED. 10) THE DESCRIBED REAL ESTATE DOES NOT LIE WITHIN A SPECIAL FLOOD HAZARD ZONE AS PLOTTED BY SCALE ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY, NATIONAL FLOOD INSURANCE PROGRAM, FIRM FLOOD INSURANCE RATE MAP COMMUNITY -PANEL NUMBER 1805700209F, DATED FEBRUARY 19, 2003. 1 BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS PLAT FOR EXACT INFORMATION. 13) WETLANDS ARE NOT SHOWN ON THE U.S. DEPARTMENT OF THE INTERIOR FISH AND WILDLIFE SERVICE; CARMEL, IND, NATIONAL WETLANDS INVENTORY MAP DATED 1990. 1 LEVELING COURSE COMPACTED SUBSURFACE JOINT DETAIL NOTE: PROVIDE EXPANSION STRIP AND SEALANT ADJACENT BUILDING AND EXISTING CURB 4.0' (MIN) 4" CONCRETE 4 #53 COMPACTED AGGREGATE PREPARED SUBGRADE TYPICAL SIDEWALK SECTION 'Holey Moley says, "DON'T DIG BLIND" a *eft we.M nrr -7 it r I PM 1-1900 1 -4100 552 -5544 425 -5200 4eWe Yee, PER INDIANA STATE LAW IS -69 -1991, IT IS AGNNST 'THE LAW TO EXCAVATE WTTHOUF NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. (NO SCALE) CAUTION!! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY OTHER) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION PLEASE CALL "HOLEY MOLEY" 1 -800- 382 -5544 TOLL FREE PROJECT NO 4::> 0 r44 JAMES K. SHINNEMAN P.E. 10' 0392 0 SHEET NO. dlol WO4-0012 Part 48.0' (MAX) BETWEEN EXPANSION JOINTS PRESIDENT REVISIONS DIRECTION OF FLOW 12 SLOPE UP