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HomeMy WebLinkAbout14050020 Site PlanNORTH 0 30 60 90 GRAPHIC SCALE IN FEET CONSTRUCTION LIMITS (TYP) Ma i ��m , " I 1 CONSTRUCTION LIMITS (TYP) I � I A) N a 7 0 0 <D �D 3 rn Cn 3 12 0 typ D Ln N 3 4 17 0 4 BORON$ 25 N CJ� 5 4 17 0 10.24 17 No ty 12 Z2O No 22 LAND DESCRIPTION INSTRUMENT NO. 2007014720 Z� M N � w O O f— � cn m Of �> (n Ln � Z � o Q O U Qf Qma J Z W — Z w o g ::E El-- w o p w cn c-) w CD Q w w Q w [If o n 15' BUFFER YARD D w 25' BUILDING SETBACK LINE 4 9 i -- — — — — — — — tYP I �o� typ 16 12 typ 4 4 25' BUILDING SETBACK LINE 15' BUFFER YARD D 10' T.P.E. _ CONSTRUCTION LIMITS (TYP) - -- - -- - - - -- 30' R.D.E. 12 typ 4 4 �D_ 22 12 typ 9 3 3 I ,°- I I F3 5 10 typ C typ 11 i I I t T+ I 4� 13 co N i 19 6 i n E �i N MID c� z 0 _J i ��m , " I 1 CONSTRUCTION LIMITS (TYP) I � I A) N a 7 0 0 <D �D 3 rn Cn 3 12 0 typ D Ln N 3 4 17 0 4 BORON$ 25 N CJ� 5 4 17 0 10.24 17 No ty 12 Z2O No 22 LAND DESCRIPTION INSTRUMENT NO. 2007014720 Z� M N � w O O f— � cn m Of �> (n Ln � Z � o Q O U Qf Qma J Z W — Z w o g ::E El-- w o p w cn c-) w CD Q w w Q w [If o n 15' BUFFER YARD D w 25' BUILDING SETBACK LINE 4 9 i -- — — — — — — — tYP I �o� typ 16 12 typ 4 4 25' BUILDING SETBACK LINE 15' BUFFER YARD D 10' T.P.E. _ CONSTRUCTION LIMITS (TYP) - -- - -- - - - -- 30' R.D.E. 12 typ 4 4 �D_ 22 12 typ 9 3 3 I ,°- I I F3 5 10 typ C typ 11 i I I t T+ I 4� 13 co N i 19 6 i A part of the Northeast Quarter of Section 31, Township 18 North, Range 3 East, in Hamilton County, Indiana, more particularly described as follows: Beginning 600.00 feet North of the Southeast corner of the Northeast Quarter of section 31, Township 18 North, Range 3 East and on the East line thereof, thence North on and along said East line 291.00 feet; thence West parallel with the South line of the said Northeast Quarter 874.5 feet; thence South parallel with the aforesaid East line 291.0 feet; thence East parallel with the aforesaid South line 874.5 feet to the place of beginning, containing 5.85 acres, more or less. EXCEPT (Instrument No. 2009023761) A part of the Northeast Quarter, Section Thirty —One (31), Township Eighteen (18) North, Range Three (3) East, Hamilton County, Indiana, and being that part of the grantor's land lying within the Right —Of— Way lines depicted on the attached Right —of —Way Parcel Plat, marked Exhibit "B ", described as follows: Commencing at the Southeast Corner of said Northeast Quarter; thence North 00 degrees 00 minutes 33 seconds East a distance of 600.00 feet along East line of said Quarter Section, to the south line of the grantor's land and the PLACE OF BEGINNING, thence South 89 degrees 39 minutes 06 seconds West a distance of 50.00 feet along said grantor's south line, to the point designated "170" on said Exhibit "B ", thence North 00 degrees 00 minutes 33 seconds East a distance of 291.00 feet to the north line of the grantor's land; thence North 89 degrees 39 minutes 06 seconds East a distance of 50.00 feet along said grantor's north line, to the East line of said Quarter Section; thence South 00 degrees 00 minutes 33 seconds West a distance of 291.00 feet, along said East line to the PLACE OF BEGINNING. GENERAL NOTES: 1. ALL DIMENSIONS IN CURBED AREAS ARE FACE TO FACE OF CURB. ALL DIMENSIONS IN AREAS WITHOUT CURB SHALL BE TO EDGE OF PAVEMENT. 2. ALL EXISTING PAVEMENT SHALL BE SAW CUT TO A CLEAN EDGE WHERE NEW PAVEMENT IS TO BE INSTALLED ADJACENT TO EXISTING PAVEMENT. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD BEFORE STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITION, THE CONTRACTOR SHALL CONTACT A/E IMMEDIATELY. 4. SEE DETAIL SHEETS FOR TYPICAL CONSTRUCTION DETAILS. 5. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR, SUBCONTRACTORS, OR SUPPLIERS SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER CONSTRUCTION WORK IS COMPLETED. 6. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. 7. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO RIGHT —OF —WAY LINES OR PROPERTY LINES, UNLESS OTHERWISE NOTED. 8. DISABLED RAMPS SHALL BE IN ACCORDANCE WITH FEDERAL, STATE, COUNTY, CITY AND LOCAL CODES. SEE PLAN FOR LOCATION AND DETAIL SHEETS FOR SPECIFICATIONS. 9. SEE DETAIL SHEETS FOR TYPICAL PAVEMENT SECTIONS AND CURB DETAILS. 10. ENDS OF ALL CURBS SHALL BE CHAMFERED. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCY. THE AMOUNT, LOCATION AND SIZE SHALL BE PER DIRECTION OF AGENCY. 12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT, GRAVEL, AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN THESE DAILY IF NECESSARY. THE CONTRACTOR MUST USE WATER OR OTHER METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM. 13. ALL AREAS WHERE PROPOSED ASPHALT PAVEMENT MEETS THE EXISTING PAVEMENT THE EXISTING PAVEMENT EDGE SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL. 18 a O Q - - - m CD Lj C. A. #1 �* VAR. D.U. &S.S.E. &L.M.A.E. o i I I N V i C, ' Lj LEGEND = HEAVY DUTY ASPHALT PAVEMENT = CONCRETE PAVEMENT KEYNOTES Ot INTEGRAL WALK AND CURB, SEE DETAIL 2/C700 O2 4" THICK CONCRETE WALK, SEE DETAIL 3/C700 O3 6" STRAIGHT CONCRETE CURB, SEE DETAIL 1/C700 ® LIGHT DUTY ASPHALT PAVEMENT, SEE DETAIL 15/C700 O5 HEAVY DUTY ASPHALT PAVEMENT, SEE DETAIL 8/C700 © 8" THICK CONCRETE PAVEMENT, SEE DETAIL 4/C700 Q7 DISABLED PARKING SYMBOL, BLUE PAINTED, SEE DETAIL 10/C700 ® DISABLED PARKING SIGN, SEE DETAIL 6/C700 O9 CONCRETE WHEEL STOP, SEE DETAIL 16/C700 10 4" STRIPING, 45•, BLUE, 3' O.C. 11 4" PAINTED STRIPE, BLUE 12 4" PAINTED STRIPE, WHITE 13 SIGN, SEE ARCHITECTURAL PLANS 14 REFUSE ENCLOSURE, SEE ARCHITECTURAL PLANS 15 CURB RAMP TYPE 'G', SEE DETAIL 17/C700 16 BIKE RACK, SEE DETAIL 13/C700 17 CURB RAMP, INDOT TYPE 'K', SEE DETAIL 18/C700 18 STOP SIGN BY CARMEL STREET DEPARTMENT 19 STOP BAR, 24" WIDE, WHITE THERMOPLASTIC QO TRANSFORMER PAD, SEE ELECTRICAL SITE PLAN �1 CONCRETE STOOP, 5'X5' UNLESS OTHERWISE NOTED, SEE DETAIL 2/C700 Q2 CURB TURNOUT, SEE DETAIL 5/C700 :� ��.���G \STER�o•.i2 �i • N0. - = * 19800417 i q :• STATE OF .•DEAN.. SS /ON A\-ENG Ii,,' it VJ ZJ Z v �0 0 4J N O N CA J LU v �O M M by W O 't C W Z c Z z — rn E rn 3 LU V) U CL. U_ 0 Z 0 0 M 0 V� W wV) O iy U � Z � W U O U W W EC X 0 L1_ W 00 � U U Z r7 M O V) N LLj (y_ 00 O % Z N \ m U° M m N W N D W O 3: U O H Q w a_ 0 D U U AI U o�c Q �x z Z �— O z Q Q Cl) p 0: z J 060 O 0. �= W W W Q C/) X CO 20 �Q ,V r... U I— N 0 r O U SHEET N0. 0200 �i MID MI A part of the Northeast Quarter of Section 31, Township 18 North, Range 3 East, in Hamilton County, Indiana, more particularly described as follows: Beginning 600.00 feet North of the Southeast corner of the Northeast Quarter of section 31, Township 18 North, Range 3 East and on the East line thereof, thence North on and along said East line 291.00 feet; thence West parallel with the South line of the said Northeast Quarter 874.5 feet; thence South parallel with the aforesaid East line 291.0 feet; thence East parallel with the aforesaid South line 874.5 feet to the place of beginning, containing 5.85 acres, more or less. EXCEPT (Instrument No. 2009023761) A part of the Northeast Quarter, Section Thirty —One (31), Township Eighteen (18) North, Range Three (3) East, Hamilton County, Indiana, and being that part of the grantor's land lying within the Right —Of— Way lines depicted on the attached Right —of —Way Parcel Plat, marked Exhibit "B ", described as follows: Commencing at the Southeast Corner of said Northeast Quarter; thence North 00 degrees 00 minutes 33 seconds East a distance of 600.00 feet along East line of said Quarter Section, to the south line of the grantor's land and the PLACE OF BEGINNING, thence South 89 degrees 39 minutes 06 seconds West a distance of 50.00 feet along said grantor's south line, to the point designated "170" on said Exhibit "B ", thence North 00 degrees 00 minutes 33 seconds East a distance of 291.00 feet to the north line of the grantor's land; thence North 89 degrees 39 minutes 06 seconds East a distance of 50.00 feet along said grantor's north line, to the East line of said Quarter Section; thence South 00 degrees 00 minutes 33 seconds West a distance of 291.00 feet, along said East line to the PLACE OF BEGINNING. GENERAL NOTES: 1. ALL DIMENSIONS IN CURBED AREAS ARE FACE TO FACE OF CURB. ALL DIMENSIONS IN AREAS WITHOUT CURB SHALL BE TO EDGE OF PAVEMENT. 2. ALL EXISTING PAVEMENT SHALL BE SAW CUT TO A CLEAN EDGE WHERE NEW PAVEMENT IS TO BE INSTALLED ADJACENT TO EXISTING PAVEMENT. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD BEFORE STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITION, THE CONTRACTOR SHALL CONTACT A/E IMMEDIATELY. 4. SEE DETAIL SHEETS FOR TYPICAL CONSTRUCTION DETAILS. 5. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR, SUBCONTRACTORS, OR SUPPLIERS SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER CONSTRUCTION WORK IS COMPLETED. 6. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. 7. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO RIGHT —OF —WAY LINES OR PROPERTY LINES, UNLESS OTHERWISE NOTED. 8. DISABLED RAMPS SHALL BE IN ACCORDANCE WITH FEDERAL, STATE, COUNTY, CITY AND LOCAL CODES. SEE PLAN FOR LOCATION AND DETAIL SHEETS FOR SPECIFICATIONS. 9. SEE DETAIL SHEETS FOR TYPICAL PAVEMENT SECTIONS AND CURB DETAILS. 10. ENDS OF ALL CURBS SHALL BE CHAMFERED. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCY. THE AMOUNT, LOCATION AND SIZE SHALL BE PER DIRECTION OF AGENCY. 12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT, GRAVEL, AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN THESE DAILY IF NECESSARY. THE CONTRACTOR MUST USE WATER OR OTHER METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM. 13. ALL AREAS WHERE PROPOSED ASPHALT PAVEMENT MEETS THE EXISTING PAVEMENT THE EXISTING PAVEMENT EDGE SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL. 18 a O Q - - - m CD Lj C. A. #1 �* VAR. D.U. &S.S.E. &L.M.A.E. o i I I N V i C, ' Lj LEGEND = HEAVY DUTY ASPHALT PAVEMENT = CONCRETE PAVEMENT KEYNOTES Ot INTEGRAL WALK AND CURB, SEE DETAIL 2/C700 O2 4" THICK CONCRETE WALK, SEE DETAIL 3/C700 O3 6" STRAIGHT CONCRETE CURB, SEE DETAIL 1/C700 ® LIGHT DUTY ASPHALT PAVEMENT, SEE DETAIL 15/C700 O5 HEAVY DUTY ASPHALT PAVEMENT, SEE DETAIL 8/C700 © 8" THICK CONCRETE PAVEMENT, SEE DETAIL 4/C700 Q7 DISABLED PARKING SYMBOL, BLUE PAINTED, SEE DETAIL 10/C700 ® DISABLED PARKING SIGN, SEE DETAIL 6/C700 O9 CONCRETE WHEEL STOP, SEE DETAIL 16/C700 10 4" STRIPING, 45•, BLUE, 3' O.C. 11 4" PAINTED STRIPE, BLUE 12 4" PAINTED STRIPE, WHITE 13 SIGN, SEE ARCHITECTURAL PLANS 14 REFUSE ENCLOSURE, SEE ARCHITECTURAL PLANS 15 CURB RAMP TYPE 'G', SEE DETAIL 17/C700 16 BIKE RACK, SEE DETAIL 13/C700 17 CURB RAMP, INDOT TYPE 'K', SEE DETAIL 18/C700 18 STOP SIGN BY CARMEL STREET DEPARTMENT 19 STOP BAR, 24" WIDE, WHITE THERMOPLASTIC QO TRANSFORMER PAD, SEE ELECTRICAL SITE PLAN �1 CONCRETE STOOP, 5'X5' UNLESS OTHERWISE NOTED, SEE DETAIL 2/C700 Q2 CURB TURNOUT, SEE DETAIL 5/C700 :� ��.���G \STER�o•.i2 �i • N0. - = * 19800417 i q :• STATE OF .•DEAN.. SS /ON A\-ENG Ii,,' it VJ ZJ Z v �0 0 4J N O N CA J LU v �O M M by W O 't C W Z c Z z — rn E rn 3 LU V) U CL. U_ 0 Z 0 0 M 0 V� W wV) O iy U � Z � W U O U W W EC X 0 L1_ W 00 � U U Z r7 M O V) N LLj (y_ 00 O % Z N \ m U° M m N W N D W O 3: U O H Q w a_ 0 D U U AI U o�c Q �x z Z �— O z Q Q Cl) p 0: z J 060 O 0. �= W W W Q C/) X CO 20 �Q ,V r... U I— N 0 r O U SHEET N0. 0200