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HomeMy WebLinkAbout04100032.8SITE NOTES 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS. 9. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED DURING (9t 2. ALL PARKING STRIPES ARE TO BE 4" PAINTED (WHITE). HANDICAPPED ACCESS CONSTRUCTION FROM TRAFFIC BY CONTRACTORS, SUBCONTRACTORS OR U %S #31 NORTHBOUND AISLES SHAH BE 4" PAINTED (BLUE). SUPPLIERS AFTER CONSTRUCTION WORK IS COMPLETE. 3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT OR FACE OF CURB, UNLESS NOTED 10 THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH ----____----_---_-_-_-------------------------------------- A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS - - - - -- --- - - - - -- — 0' 80' OTHERWISE. INDICATED TO JOIN EXISTING ASPHALT. US #31 LIMITED SOUTHBOUND ACCESS FACILITY I 40' 4. ALL DIMENSIONS ARE TO FACE OF BRICK OR FACING MATERIAL, WHERE 11. ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY U.S.R. 37 (MERIDIAN STREET) APPLICABLE. PARALLEL WITH, OR PERPENDICULAR TO BASE LINES, BACKFILLED WITH GRANULAR MATERIAL ASP 290 R. 0. W. H �2�9) SCALE: 1 " =40' 5. ALL DIMENSIONS ARE 12. ALL ASPHALT TO BE IN ACCORDANCE WITH I.N.D.O.T. STANDARD SPECIFICATIONS PER I S. H. C. PLANS - PROJECT NO. ST- r - PROPERTY LINES OR BUILDING LINES UNLESS NOTED OTHERWISE. RELATIVE TO MATERIAL, MIX, PLACEMENT AND WORKMANSHIP. . 6 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 13. CHAMFER ENDS OF ALL CURBS. FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM 14. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. ------------------------------------------------- _ ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER --------------------------------------------------------- ------ IMMEDIATELY. 15. ALL SIDEWALKS SHALL COMPLY WITH A.D.A. STANDARDS, MAX. CROSS SLOPE OF EDGE OF ASPHALT ' /4 /FT. &MAX. SLOPE OF 1: 2Q. \ / 7. PROVIDE SMOOTH TRANSITIONS FROM NEW AREAS TO EXISTING FEATURES AS --OS -ros Tos ros ros ros ros ros row ros ros Tos ros Tos �� Tos os TOS Tos NECESSARY. 16. EXISTING PAVEMENT TO BE SAWCUT IN ALL AREAS WHERE INDICATED NEW � I i � d I I 8. ALL EXCAVATED AREAS SHALL BE SEEDED AFTER FINISH GRADING UNLESS PAVEMENT TO JOIN EXISTING. "' "' OTHERWISE NOTED. ALL NEW SEEDED AREAS SHALL HAVE A MINIMUM OF 4' OF J ° J TOP SOIL. 16. ALL RADII ARE 5' UNLESS NOTED OTHERWISE. ° w ,_, I � GRASS sm� z z I LC. = 864.50 J�6 LOCAL SERVICE ROAD #3 � -J GRASS I I IE2• PVC Inv.8M6.a6 = I l E 6' PVC Inv. 856.53 CD I \ W SE 6'PT Inv. 6' PVC 857.2656.86 �`9 50' R. U. W. Z o p5 I �` PER I.S.H. C. PLANS — PROJECT NO. ST —F -2 % arms — o � 0 WV • - ■�� - L. ■■ • IV), ■ ■� Mob .r� ■ -1 ,I -,1 -,I I 1 i I ID N 0 0 co 0 a o - s W 0 J J a OVERHEAD UTILITIES RUN s ,' _ ALONG WEST R.O.W. LINE OF U.S.R. 31 jp5 CNAC'------ C1Ei1C� 70S 01'C10- --- 05_b1DIC -9�etc - - -- � -- ----------E-D-GE - O-F - A-S-PH-A-LT - ------------------ --dl-{RC-r --------_ -- � -TO-- ---d'FD-I -----------—— T15 • - - -s— do —-------- - - - - -- - -- -= ------ -------------------------------- PROPOSED SIGN FRONTAGE ROAD —� ( APSHALT PAVEMENT) (1 8'-4"x1'-4"x6'-O") - -- -EDGE OF ASPHALT EDGE OF ASPHALT ---------------- - - - - -- SCREEN ---- - - - - -- WALL - - - - - - -_ 15' NON- EXCLUSIVE UTILITY EASEMENT --------------- CONCRETE DUMPSTER PAD (SEE DETAIL) GAS METER `y PROPOSED TRANSFORMER NN T, a_.. PROPOSED GENERATOR YELLOW N h� PAINT STRIPING 0 24' 1o.s2' o i u ' P Ift o V w rn En 3 00 LO N � 64' __'L_ CL 64' 64' (TYP•) PHASE II PARKING ANALYSIS TOTAL S.F. = 177,756 S.F. REQUIRED RATIO MEDICAL (1/250)= 711 STANDARD PARKING (9'x20') 717 STANDARD PARKING (10'x18') 9 HANDICAP PARKING PROVIDED 16 ( INCLUDES 1 VAN ACCESSIBLE ) TOTAL PROPOSED PARKING 742 svo SAWCUT I PAVEMENT LOCAL SERVICE RC 50' R. 0. W SITE LEGEND (SEE ARCHITECTURAL PER I.S.H.C. PLANS - PROJEC PLANS) h� `f'N RIGHT -OF -WAY PAVEMENT ���— ------- - - - - -- - - - - - -- - - - - -- ---------- r---------- - - - - -- -- - - - - -- ------- - - - - -� - - - -- - - - - - -- - - -- -- - - - - -- PROPOSED 15 WEST R.O.W. LINE OF L.S.R. UGT UGT UGT T ,i UGT UGT UGT —� UTILITY EASEMENT Ln - ---- - - - - -� — ------------------ - - - - -' - - -,� -------------------- - - - - -� — N - -14 HEAVY DUTY PAVEMENT "' "� PROPOSED 15' 1� ' — LANDSCAPE STRIP - - - - - -- ------ - - - - -- — - - - - -- - -- -- d -- N i 1 i CONCRETE GAS METER N I I ( A 6" EXTRUDED CURB PROPOSED BULDNIG p PROPOSED I I ; O 11 TRANSFORMER ;n 1 UI © COMBINED CURB & WALK PROPOSED iLri aI CONCRETE DUMPSTER PAD GENERATOR F2i ( I (SEE DETAIL) © HANDICAP RAMP PROPOSED BOLDING YELLOW 01 I DO HANDICAP PARKING SIGN PAINT 4.88 65' zi 1008 I OE CONCRETE WHEEL STOP 57.64' STRIPING 5' - pl I I RE 64' NOTE. PROPOSED _ mi I O CONC TE SIDEWALK NO CU C. PARKING I KNOX BOX STALLS. (SEE DETAIL ON SHEET -CO AT ION !I I I ( © STOP SIGN C3.1) ' OH CONCRETE CURB TURNOUT 64' I i O HANDICAP ACCESSIBLE rn I I PARKING SPACE ,e ee ee e MIN 64' 64' - -�•• OWN TYP,. ) 64' 64' 64' 64' q H — i i 15' SIDE LANDSCAPE SETBACK w w w w w w w w w ww w w w w w w cn I SYMBOL LEGEND GAS = UN00ROUND GAS LINES I WrR "TM WTR= UNDERGROUND WATERLINES i Uqr tw UGT = UNDERCROUND TELEPHONELINES 0"0 OWD = ObfRHEAD UTLITYLINES ••• ••• ROW = RIGHT OF WAY I i -- - -- CENTERUNEOFRIGHT- -OF WAY �]I P = PLATTED BEARING AND DIMENXID4LCULATED BEARING AND DIMENSION 1 D = DEEDED BEARING AND DIMEI IOWEAms BEARING AND DIMENSION iBe LSR. =LOCAL SER VICE ROAD I� ! GUYANCHOR © TELECOMMUNICARONSMANHOLE I� iWATER VALVE IP ELECTRIC MANHOLE EXISDNGRREHIDRANT ❑ RIGHT OF WAYMARKERFOUND 1 I ❑T TELEPHONE PEDESTAL C0-) OVERHEADUDLITYPOLE -ff- SIGN O SURVEYMONUMENTFOUND(ASNOTED) II GV GAS VAL 0 SECTION CORNER MONUMENT (ASNOTED) GAS GAS LINE MARKER am of sVA. _j �I I a a a a i0- a a a I r - - - - -- j N N N N N N N N N N N N N N N N 20' N N N N 1 I I j I (2TYP.) I i 24' I II II I� I I I I (�) 0' I 1• 1 LO I� I w A A O' A A A I I ( U j II I I I� I \� V A �� I Iw I I ' 0 PA ES 9' 90 0 PA ES 9' 90 10 A ES 9' 9 1 SP CE ®' =1 58' 1 I; j I I A I I�' I 11 I I I I I j I II WARRANTY DEED i 'i I ' 1 00 , /R. 45' BUILDING SET�ACKi______ - - - -__ --------------- - - - - -' ' INST. N0.2000- 00045328 ; I ELEV. 858.72 BAKER O'NEAL HOLDINGS, INC. RECORDED ON SEPTEMBER 11, 2000 i I i 100 YR. ELEV. 858.71 I , I I I - - --- � I `---------------------------------------'----- I---------------------------------------------------------------------------------------------------------- - - - - -' -- -- -- -- -- -- �- -- -- -- -- -- •-- -- -- -- - - -- -- -- -- -- - -- -- -- - - -� -- FUTURE 60'H ALF -- -- -- -- -- - -- I I = 3 I I b LL c0 O I i I �= i L` � FUTUmo E �L�� HUS STH-12 1 I -PROPOSED OFFSITE DRAINAGE EASEMENT (SEE SHEETS C3.1 4 I & C3.2) INST. p- 1215 RECOI N C14 i00 IN N I O0 Go ASPHALT PARKII LOT I �I - - - -- CAUTION !! b�' — 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 others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER El 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 STHE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1- 800 - 382 -5544 CALL TOLL FREE - INDIANA UNDERGROUND - m I, 8 o co 8 0e0�- 00 M 0 C7 � W W w � _ m Z � a � a V I.- Li W a V1 U z ..`` z� 1�1 64 y VP Z �� zz a a ~� U �j � a zoo Ffl r1 y y � h w V Nz V v z 0 v U � M 0 W Li W V w F- < Z � w > \` Q Q �C Z w w- LU C0 =v =w U 0w 0 Q �� CE Z2Z0 W HV �Mv m F- JQ J� a � Z (A D U V C C DRAWING NO. SHEET OF C2,1 TITLE: PROPOSED SM PLAN vd' ■r UN .. ' '• � EN, �■ � �■� ©13mo 1 i I ID N 0 0 co 0 a o - s W 0 J J a OVERHEAD UTILITIES RUN s ,' _ ALONG WEST R.O.W. LINE OF U.S.R. 31 jp5 CNAC'------ C1Ei1C� 70S 01'C10- --- 05_b1DIC -9�etc - - -- � -- ----------E-D-GE - O-F - A-S-PH-A-LT - ------------------ --dl-{RC-r --------_ -- � -TO-- ---d'FD-I -----------—— T15 • - - -s— do —-------- - - - - -- - -- -= ------ -------------------------------- PROPOSED SIGN FRONTAGE ROAD —� ( APSHALT PAVEMENT) (1 8'-4"x1'-4"x6'-O") - -- -EDGE OF ASPHALT EDGE OF ASPHALT ---------------- - - - - -- SCREEN ---- - - - - -- WALL - - - - - - -_ 15' NON- EXCLUSIVE UTILITY EASEMENT --------------- CONCRETE DUMPSTER PAD (SEE DETAIL) GAS METER `y PROPOSED TRANSFORMER NN T, a_.. PROPOSED GENERATOR YELLOW N h� PAINT STRIPING 0 24' 1o.s2' o i u ' P Ift o V w rn En 3 00 LO N � 64' __'L_ CL 64' 64' (TYP•) PHASE II PARKING ANALYSIS TOTAL S.F. = 177,756 S.F. REQUIRED RATIO MEDICAL (1/250)= 711 STANDARD PARKING (9'x20') 717 STANDARD PARKING (10'x18') 9 HANDICAP PARKING PROVIDED 16 ( INCLUDES 1 VAN ACCESSIBLE ) TOTAL PROPOSED PARKING 742 svo SAWCUT I PAVEMENT LOCAL SERVICE RC 50' R. 0. W SITE LEGEND (SEE ARCHITECTURAL PER I.S.H.C. PLANS - PROJEC PLANS) h� `f'N RIGHT -OF -WAY PAVEMENT ���— ------- - - - - -- - - - - - -- - - - - -- ---------- r---------- - - - - -- -- - - - - -- ------- - - - - -� - - - -- - - - - - -- - - -- -- - - - - -- PROPOSED 15 WEST R.O.W. LINE OF L.S.R. UGT UGT UGT T ,i UGT UGT UGT —� UTILITY EASEMENT Ln - ---- - - - - -� — ------------------ - - - - -' - - -,� -------------------- - - - - -� — N - -14 HEAVY DUTY PAVEMENT "' "� PROPOSED 15' 1� ' — LANDSCAPE STRIP - - - - - -- ------ - - - - -- — - - - - -- - -- -- d -- N i 1 i CONCRETE GAS METER N I I ( A 6" EXTRUDED CURB PROPOSED BULDNIG p PROPOSED I I ; O 11 TRANSFORMER ;n 1 UI © COMBINED CURB & WALK PROPOSED iLri aI CONCRETE DUMPSTER PAD GENERATOR F2i ( I (SEE DETAIL) © HANDICAP RAMP PROPOSED BOLDING YELLOW 01 I DO HANDICAP PARKING SIGN PAINT 4.88 65' zi 1008 I OE CONCRETE WHEEL STOP 57.64' STRIPING 5' - pl I I RE 64' NOTE. PROPOSED _ mi I O CONC TE SIDEWALK NO CU C. PARKING I KNOX BOX STALLS. (SEE DETAIL ON SHEET -CO AT ION !I I I ( © STOP SIGN C3.1) ' OH CONCRETE CURB TURNOUT 64' I i O HANDICAP ACCESSIBLE rn I I PARKING SPACE ,e ee ee e MIN 64' 64' - -�•• OWN TYP,. ) 64' 64' 64' 64' q H — i i 15' SIDE LANDSCAPE SETBACK w w w w w w w w w ww w w w w w w cn I SYMBOL LEGEND GAS = UN00ROUND GAS LINES I WrR "TM WTR= UNDERGROUND WATERLINES i Uqr tw UGT = UNDERCROUND TELEPHONELINES 0"0 OWD = ObfRHEAD UTLITYLINES ••• ••• ROW = RIGHT OF WAY I i -- - -- CENTERUNEOFRIGHT- -OF WAY �]I P = PLATTED BEARING AND DIMENXID4LCULATED BEARING AND DIMENSION 1 D = DEEDED BEARING AND DIMEI IOWEAms BEARING AND DIMENSION iBe LSR. =LOCAL SER VICE ROAD I� ! GUYANCHOR © TELECOMMUNICARONSMANHOLE I� iWATER VALVE IP ELECTRIC MANHOLE EXISDNGRREHIDRANT ❑ RIGHT OF WAYMARKERFOUND 1 I ❑T TELEPHONE PEDESTAL C0-) OVERHEADUDLITYPOLE -ff- SIGN O SURVEYMONUMENTFOUND(ASNOTED) II GV GAS VAL 0 SECTION CORNER MONUMENT (ASNOTED) GAS GAS LINE MARKER am of sVA. _j �I I a a a a i0- a a a I r - - - - -- j N N N N N N N N N N N N N N N N 20' N N N N 1 I I j I (2TYP.) I i 24' I II II I� I I I I (�) 0' I 1• 1 LO I� I w A A O' A A A I I ( U j II I I I� I \� V A �� I Iw I I ' 0 PA ES 9' 90 0 PA ES 9' 90 10 A ES 9' 9 1 SP CE ®' =1 58' 1 I; j I I A I I�' I 11 I I I I I j I II WARRANTY DEED i 'i I ' 1 00 , /R. 45' BUILDING SET�ACKi______ - - - -__ --------------- - - - - -' ' INST. N0.2000- 00045328 ; I ELEV. 858.72 BAKER O'NEAL HOLDINGS, INC. RECORDED ON SEPTEMBER 11, 2000 i I i 100 YR. ELEV. 858.71 I , I I I - - --- � I `---------------------------------------'----- I---------------------------------------------------------------------------------------------------------- - - - - -' -- -- -- -- -- -- �- -- -- -- -- -- •-- -- -- -- - - -- -- -- -- -- - -- -- -- - - -� -- FUTURE 60'H ALF -- -- -- -- -- - -- I I = 3 I I b LL c0 O I i I �= i L` � FUTUmo E �L�� HUS STH-12 1 I -PROPOSED OFFSITE DRAINAGE EASEMENT (SEE SHEETS C3.1 4 I & C3.2) INST. p- 1215 RECOI N C14 i00 IN N I O0 Go ASPHALT PARKII LOT I �I - - - -- CAUTION !! b�' — 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 others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER El 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 STHE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1- 800 - 382 -5544 CALL TOLL FREE - INDIANA UNDERGROUND - m I, 8 o co 8 0e0�- 00 M 0 C7 � W W w � _ m Z � a � a V I.- Li W a V1 U z ..`` z� 1�1 64 y VP Z �� zz a a ~� U �j � a zoo Ffl r1 y y � h w V Nz V v z 0 v U � M 0 W Li W V w F- < Z � w > \` Q Q �C Z w w- LU C0 =v =w U 0w 0 Q �� CE Z2Z0 W HV �Mv m F- JQ J� a � Z (A D U V C C DRAWING NO. SHEET OF C2,1 TITLE: PROPOSED SM PLAN svo SAWCUT I PAVEMENT LOCAL SERVICE RC 50' R. 0. W SITE LEGEND (SEE ARCHITECTURAL PER I.S.H.C. PLANS - PROJEC PLANS) h� `f'N RIGHT -OF -WAY PAVEMENT ���— ------- - - - - -- - - - - - -- - - - - -- ---------- r---------- - - - - -- -- - - - - -- ------- - - - - -� - - - -- - - - - - -- - - -- -- - - - - -- PROPOSED 15 WEST R.O.W. LINE OF L.S.R. UGT UGT UGT T ,i UGT UGT UGT —� UTILITY EASEMENT Ln - ---- - - - - -� — ------------------ - - - - -' - - -,� -------------------- - - - - -� — N - -14 HEAVY DUTY PAVEMENT "' "� PROPOSED 15' 1� ' — LANDSCAPE STRIP - - - - - -- ------ - - - - -- — - - - - -- - -- -- d -- N i 1 i CONCRETE GAS METER N I I ( A 6" EXTRUDED CURB PROPOSED BULDNIG p PROPOSED I I ; O 11 TRANSFORMER ;n 1 UI © COMBINED CURB & WALK PROPOSED iLri aI CONCRETE DUMPSTER PAD GENERATOR F2i ( I (SEE DETAIL) © HANDICAP RAMP PROPOSED BOLDING YELLOW 01 I DO HANDICAP PARKING SIGN PAINT 4.88 65' zi 1008 I OE CONCRETE WHEEL STOP 57.64' STRIPING 5' - pl I I RE 64' NOTE. PROPOSED _ mi I O CONC TE SIDEWALK NO CU C. PARKING I KNOX BOX STALLS. (SEE DETAIL ON SHEET -CO AT ION !I I I ( © STOP SIGN C3.1) ' OH CONCRETE CURB TURNOUT 64' I i O HANDICAP ACCESSIBLE rn I I PARKING SPACE ,e ee ee e MIN 64' 64' - -�•• OWN TYP,. ) 64' 64' 64' 64' q H — i i 15' SIDE LANDSCAPE SETBACK w w w w w w w w w ww w w w w w w cn I SYMBOL LEGEND GAS = UN00ROUND GAS LINES I WrR "TM WTR= UNDERGROUND WATERLINES i Uqr tw UGT = UNDERCROUND TELEPHONELINES 0"0 OWD = ObfRHEAD UTLITYLINES ••• ••• ROW = RIGHT OF WAY I i -- - -- CENTERUNEOFRIGHT- -OF WAY �]I P = PLATTED BEARING AND DIMENXID4LCULATED BEARING AND DIMENSION 1 D = DEEDED BEARING AND DIMEI IOWEAms BEARING AND DIMENSION iBe LSR. =LOCAL SER VICE ROAD I� ! GUYANCHOR © TELECOMMUNICARONSMANHOLE I� iWATER VALVE IP ELECTRIC MANHOLE EXISDNGRREHIDRANT ❑ RIGHT OF WAYMARKERFOUND 1 I ❑T TELEPHONE PEDESTAL C0-) OVERHEADUDLITYPOLE -ff- SIGN O SURVEYMONUMENTFOUND(ASNOTED) II GV GAS VAL 0 SECTION CORNER MONUMENT (ASNOTED) GAS GAS LINE MARKER am of sVA. _j �I I a a a a i0- a a a I r - - - - -- j N N N N N N N N N N N N N N N N 20' N N N N 1 I I j I (2TYP.) I i 24' I II II I� I I I I (�) 0' I 1• 1 LO I� I w A A O' A A A I I ( U j II I I I� I \� V A �� I Iw I I ' 0 PA ES 9' 90 0 PA ES 9' 90 10 A ES 9' 9 1 SP CE ®' =1 58' 1 I; j I I A I I�' I 11 I I I I I j I II WARRANTY DEED i 'i I ' 1 00 , /R. 45' BUILDING SET�ACKi______ - - - -__ --------------- - - - - -' ' INST. N0.2000- 00045328 ; I ELEV. 858.72 BAKER O'NEAL HOLDINGS, INC. RECORDED ON SEPTEMBER 11, 2000 i I i 100 YR. ELEV. 858.71 I , I I I - - --- � I `---------------------------------------'----- I---------------------------------------------------------------------------------------------------------- - - - - -' -- -- -- -- -- -- �- -- -- -- -- -- •-- -- -- -- - - -- -- -- -- -- - -- -- -- - - -� -- FUTURE 60'H ALF -- -- -- -- -- - -- I I = 3 I I b LL c0 O I i I �= i L` � FUTUmo E �L�� HUS STH-12 1 I -PROPOSED OFFSITE DRAINAGE EASEMENT (SEE SHEETS C3.1 4 I & C3.2) INST. p- 1215 RECOI N C14 i00 IN N I O0 Go ASPHALT PARKII LOT I �I - - - -- CAUTION !! b�' — 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 others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER El 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 STHE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1- 800 - 382 -5544 CALL TOLL FREE - INDIANA UNDERGROUND - m I, 8 o co 8 0e0�- 00 M 0 C7 � W W w � _ m Z � a � a V I.- Li W a V1 U z ..`` z� 1�1 64 y VP Z �� zz a a ~� U �j � a zoo Ffl r1 y y � h w V Nz V v z 0 v U � M 0 W Li W V w F- < Z � w > \` Q Q �C Z w w- LU C0 =v =w U 0w 0 Q �� CE Z2Z0 W HV �Mv m F- JQ J� a � Z (A D U V C C DRAWING NO. SHEET OF C2,1 TITLE: PROPOSED SM PLAN 64' NOTE. PROPOSED _ mi I O CONC TE SIDEWALK NO CU C. PARKING I KNOX BOX STALLS. (SEE DETAIL ON SHEET -CO AT ION !I I I ( © STOP SIGN C3.1) ' OH CONCRETE CURB TURNOUT 64' I i O HANDICAP ACCESSIBLE rn I I PARKING SPACE ,e ee ee e MIN 64' 64' - -�•• OWN TYP,. ) 64' 64' 64' 64' q H — i i 15' SIDE LANDSCAPE SETBACK w w w w w w w w w ww w w w w w w cn I SYMBOL LEGEND GAS = UN00ROUND GAS LINES I WrR "TM WTR= UNDERGROUND WATERLINES i Uqr tw UGT = UNDERCROUND TELEPHONELINES 0"0 OWD = ObfRHEAD UTLITYLINES ••• ••• ROW = RIGHT OF WAY I i -- - -- CENTERUNEOFRIGHT- -OF WAY �]I P = PLATTED BEARING AND DIMENXID4LCULATED BEARING AND DIMENSION 1 D = DEEDED BEARING AND DIMEI IOWEAms BEARING AND DIMENSION iBe LSR. =LOCAL SER VICE ROAD I� ! GUYANCHOR © TELECOMMUNICARONSMANHOLE I� iWATER VALVE IP ELECTRIC MANHOLE EXISDNGRREHIDRANT ❑ RIGHT OF WAYMARKERFOUND 1 I ❑T TELEPHONE PEDESTAL C0-) OVERHEADUDLITYPOLE -ff- SIGN O SURVEYMONUMENTFOUND(ASNOTED) II GV GAS VAL 0 SECTION CORNER MONUMENT (ASNOTED) GAS GAS LINE MARKER am of sVA. _j �I I a a a a i0- a a a I r - - - - -- j N N N N N N N N N N N N N N N N 20' N N N N 1 I I j I (2TYP.) I i 24' I II II I� I I I I (�) 0' I 1• 1 LO I� I w A A O' A A A I I ( U j II I I I� I \� V A �� I Iw I I ' 0 PA ES 9' 90 0 PA ES 9' 90 10 A ES 9' 9 1 SP CE ®' =1 58' 1 I; j I I A I I�' I 11 I I I I I j I II WARRANTY DEED i 'i I ' 1 00 , /R. 45' BUILDING SET�ACKi______ - - - -__ --------------- - - - - -' ' INST. N0.2000- 00045328 ; I ELEV. 858.72 BAKER O'NEAL HOLDINGS, INC. RECORDED ON SEPTEMBER 11, 2000 i I i 100 YR. ELEV. 858.71 I , I I I - - --- � I `---------------------------------------'----- I---------------------------------------------------------------------------------------------------------- - - - - -' -- -- -- -- -- -- �- -- -- -- -- -- •-- -- -- -- - - -- -- -- -- -- - -- -- -- - - -� -- FUTURE 60'H ALF -- -- -- -- -- - -- I I = 3 I I b LL c0 O I i I �= i L` � FUTUmo E �L�� HUS STH-12 1 I -PROPOSED OFFSITE DRAINAGE EASEMENT (SEE SHEETS C3.1 4 I & C3.2) INST. p- 1215 RECOI N C14 i00 IN N I O0 Go ASPHALT PARKII LOT I �I - - - -- CAUTION !! b�' — 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 others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER El 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 STHE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1- 800 - 382 -5544 CALL TOLL FREE - INDIANA UNDERGROUND - m I, 8 o co 8 0e0�- 00 M 0 C7 � W W w � _ m Z � a � a V I.- Li W a V1 U z ..`` z� 1�1 64 y VP Z �� zz a a ~� U �j � a zoo Ffl r1 y y � h w V Nz V v z 0 v U � M 0 W Li W V w F- < Z � w > \` Q Q �C Z w w- LU C0 =v =w U 0w 0 Q �� CE Z2Z0 W HV �Mv m F- JQ J� a � Z (A D U V C C DRAWING NO. SHEET OF C2,1 TITLE: PROPOSED SM PLAN �I I a a a a i0- a a a I r - - - - -- j N N N N N N N N N N N N N N N N 20' N N N N 1 I I j I (2TYP.) I i 24' I II II I� I I I I (�) 0' I 1• 1 LO I� I w A A O' A A A I I ( U j II I I I� I \� V A �� I Iw I I ' 0 PA ES 9' 90 0 PA ES 9' 90 10 A ES 9' 9 1 SP CE ®' =1 58' 1 I; j I I A I I�' I 11 I I I I I j I II WARRANTY DEED i 'i I ' 1 00 , /R. 45' BUILDING SET�ACKi______ - - - -__ --------------- - - - - -' ' INST. N0.2000- 00045328 ; I ELEV. 858.72 BAKER O'NEAL HOLDINGS, INC. RECORDED ON SEPTEMBER 11, 2000 i I i 100 YR. ELEV. 858.71 I , I I I - - --- � I `---------------------------------------'----- I---------------------------------------------------------------------------------------------------------- - - - - -' -- -- -- -- -- -- �- -- -- -- -- -- •-- -- -- -- - - -- -- -- -- -- - -- -- -- - - -� -- FUTURE 60'H ALF -- -- -- -- -- - -- I I = 3 I I b LL c0 O I i I �= i L` � FUTUmo E �L�� HUS STH-12 1 I -PROPOSED OFFSITE DRAINAGE EASEMENT (SEE SHEETS C3.1 4 I & C3.2) INST. p- 1215 RECOI N C14 i00 IN N I O0 Go ASPHALT PARKII LOT I �I - - - -- CAUTION !! b�' — 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 others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER El 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 STHE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1- 800 - 382 -5544 CALL TOLL FREE - INDIANA UNDERGROUND - m I, 8 o co 8 0e0�- 00 M 0 C7 � W W w � _ m Z � a � a V I.- Li W a V1 U z ..`` z� 1�1 64 y VP Z �� zz a a ~� U �j � a zoo Ffl r1 y y � h w V Nz V v z 0 v U � M 0 W Li W V w F- < Z � w > \` Q Q �C Z w w- LU C0 =v =w U 0w 0 Q �� CE Z2Z0 W HV �Mv m F- JQ J� a � Z (A D U V C C DRAWING NO. SHEET OF C2,1 TITLE: PROPOSED SM PLAN 1 I -PROPOSED OFFSITE DRAINAGE EASEMENT (SEE SHEETS C3.1 4 I & C3.2) INST. p- 1215 RECOI N C14 i00 IN N I O0 Go ASPHALT PARKII LOT I �I - - - -- CAUTION !! b�' — 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 others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER El 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 STHE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1- 800 - 382 -5544 CALL TOLL FREE - INDIANA UNDERGROUND - m I, 8 o co 8 0e0�- 00 M 0 C7 � W W w � _ m Z � a � a V I.- Li W a V1 U z ..`` z� 1�1 64 y VP Z �� zz a a ~� U �j � a zoo Ffl r1 y y � h w V Nz V v z 0 v U � M 0 W Li W V w F- < Z � w > \` Q Q �C Z w w- LU C0 =v =w U 0w 0 Q �� CE Z2Z0 W HV �Mv m F- JQ J� a � Z (A D U V C C DRAWING NO. SHEET OF C2,1 TITLE: PROPOSED SM PLAN 8 o co 8 0e0�- 00 M 0 C7 � W W w � _ m Z � a � a V I.- Li W a V1 U z ..`` z� 1�1 64 y VP Z �� zz a a ~� U �j � a zoo Ffl r1 y y � h w V Nz V v z 0 v U � M 0 W Li W V w F- < Z � w > \` Q Q �C Z w w- LU C0 =v =w U 0w 0 Q �� CE Z2Z0 W HV �Mv m F- JQ J� a � Z (A D U V C C DRAWING NO. SHEET OF C2,1 TITLE: PROPOSED SM PLAN M 0 W Li W V w F- < Z � w > \` Q Q �C Z w w- LU C0 =v =w U 0w 0 Q �� CE Z2Z0 W HV �Mv m F- JQ J� a � Z (A D U V C C DRAWING NO. SHEET OF C2,1 TITLE: PROPOSED SM PLAN DRAWING NO. SHEET OF C2,1 TITLE: PROPOSED SM PLAN