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HomeMy WebLinkAboutMax & Erma's (N.) 120613U.S. 31 ---------------------------------------------------- I --------------------- C WN I 30' GREEN BELT 1 EXISTING POND N.P. 853.00 100 YR. POOL 856.63 I 15 I a I I I I 1 I a t r 7.1x5 .,,... .. ".,....,. IYP. N ...»».fir-. ''• I`i : { L _ 7,744 S.F. t '' oyl.1 °a L I r I,; A F.F.E. 862.50 — 7 1 a i H •6'd 4, 20' R I 13'1 c T o -4-- - N s ` I V ,hYP' 1 L ! I 1 ± v 11r t2 I PARKING EASMENT AREA 'B' I - -_ Piro ;,1i17itt.,� 20', J 12.1' C TYP, I I II I d �. --.-- -.---.- ----------J L MI -------------- ---y------------- _ __--_- - _ --I------_---- L z I N TYP. 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I I ( 5 -STORY TOWER ) I' ;-' ---! — i i I ! • Q,. � LIS b[<oii LEGEND SYMBOL DESCRIPTION 0 4" CONCRETE WALK Q 4' PAINTED WHITE PAVEMENT STRIPE © PATIO (SEE ARCHITECTURAL PLANS) Q 6" CONCRETE SLAB Q CURB END TAPER © METAL PICKET FENCE w/GATES (SEE ARCHITECTURAL PLANS) V GUARD POST a 4 v s Q TYPE UI CURB CUTTER ` `V INTEGRAL WALK k CURB Cc`fp O RIVER ROCK/WASHED GRAVEL STRIP �, 6 (MATCH EXISTING POND BANK) © LANDSCAPE AREA Q EXPANSION JOINT OO CONTROL JOINT O SIDEWALK BEHIND CURB & GUTTER QQ PRECAST CONCRETE WHEEL STOP 0 EXTRUDED CURB Q RAMP O CONCRETE STOOP (SEE SHEET C7) 5'x5' UNLESS NOTED OTHERWISE Q 0 R IN FLOATING AE AT HOENIX MODEL w/3 HP, SINGLE PHASE, 230 Al VOLT MOTOR & 3 LIGHTS. MATCH EXISTING FOUNTAINS IN NORTH END OF POND. (CONTRACTOR TO COORDINATE CONNECTION OF FOUNTAIN INTO MASTER CONTROL SYSTEM FOR EXISTING FOUNTAINS IN POND. CONTRACTOR TO VERIFY PROPER OPERATING DEPTH). EXPANSI JOINT AT BUILDING © RETURNED CURB DISABLED RAMP UX EXPANDED POND (SEE GRADING PLAN) © 4" PAINTED BLUE PAVEMENT STRIPE UI 4' PAINTED BLUE PAVEMENT STRIPE AT 45' ANGLE, 2' O.C. RIM ® STAMPED CONCRETE PAT -TERN: OLZ, LN JSH RUNNO*v t3:;ccr' COLOR: TILE RED MATCH EXISTING COLOR & PATTERN OF ADJACENT DEVELOPMENT) ® d" WIDE CONCRETE BAND (MATCH COLOR do Q FINISH WITH THE ADJACENT DEVELOPMENT) `IIIII® 7'x7' TRANSFORMER PAD {� DISABLED PAVEMENT SYMBOL r DISABLED PARKING SIGN DOOR / CURB TRANSITION 20 NUMBER OF PARKING SPACES PROPOSED ASPHALT PAVEMENT PARKING DATA PROPOSED STANDARD PARKING SPACES - 57 PROPOSED DISABLED PARKING SPACES - 6 EXISTING PARKING . 1 GROSS -EASEMENT PARKING SPACES - 58 TOTAL PARKING SPACES - 122 8rM DATA AREA 1.6* AC. BUILDING AREA 7,744* S.F. NOTES: 1.) ALL DIMENSIONS SHALL BE BACK TO BACK OF CURB UNLESS NOTED OTHERWISE. 2.) ALL RADII SHALL BE 5' UNLESS NOTED OTHERWISE. 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.) PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 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 TED SHALL BE FORMED AS CIRCULAR ARCS. 7.) ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO BASE LINES, PROPERTY 1 OP£ LINES OR BU LDING LINES UNLESS OTHERWISE NOTED. 8.) DISABLED RAMP AND SIGNAGE SHALL BE IN ACCORDANCE WITH FEDERAL, STATE, COUNTY, CITY AND LOCAL CODE WHICHEVER HAS JURISDICTION. SEE SITE PLAN FOR LOCATION AND SITE DETAILS FOR SPECIFICATIONS. 9.) ALL STRIPES ARE TO BE 4" PAINTED, WHITE, UNLESS OTHERWISE NOTED. 10.) 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. 11.) 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. 12.) ALL DEMOLITION ACTIVI OFF THE PROJECT PROPERTY SHALL BE APPROVED AND COORDINATED WITH THE RESPECTIVE PROPERTY OWNER. LAND BOUNDARY DESCRIPTION A part of the Northwest Quarter of Section 35, Township 18 North, Range 3 East, Hamilton County, Indiana, described as follows: Commencing at the northeast comer of said quarter section; thence South 00 degrees 07 minutes 31 seconds East 980.01 feet to the southeast corner of Parcel 1 as described In the deed to Duke Realty Limited Partnership, recorded In Instrument No. 95-1297, In the Office of the Recorder of Hamilton County, said corner being North 00 degrees 07 minutes 31 seconds West 1,641.00 feet from the southeast comer of sold quarter section; thence South 88 degrees 46 minutes 31 seconds West 357.78 feet along the south line of sold Parcel 1 to the POINT OF BEGINNING of this description: thence South 88 degrees 46 minutes 31 seconds West 226.41 feet along sold south line to the east right-of-way line of U.S. 31; thence North 00 degrees 03 minutes 57 seconds West 303.13 feet along said east right-of-way line; thence South 90 degrees 00 minutes 00 seconds East 254.69 feet; thence South 00 degrees 00 minutes 00 seconds West 53.00 feet; thence North 90 degrees 00 minutes 00 seconds West 27.99 feet; thence South 00 degrees 00 minutes 00 seconds West 245.29 feet to the point of beginning and containing 1.598 acres, more or less. The bowing* in this description are based upon the east line of the Northwest Quarter of Section 35 having a bearing of North 00 degrees 07 minutes 31 seconds West. WVN DIC BLIH 1_800-382_6644 CALL TOLL FREE N 40 Z v O o WQ � N Cr d O_ Z O O FU Cr S w I�Iz I� w LLJ N N � (N O N U W Q UQ m C1. N m O O O> ff) 04 \ CV QC3I ( O CV O OI O Z lee - W CO Z C Q O CrC cc z WOW a. VFW ZZ O oC ��toQ J�V N r SHEET NO. C200 5A III Q� Z NO NLo, � (� OCIO I IN oc O [L Ln o o adcY.i o c 00 in lee - W CO Z C Q O CrC cc z WOW a. VFW ZZ O oC ��toQ J�V N r SHEET NO. C200 5A III � O oc O In O a. o c 00 in --I J Of E- � _ .� Q N ICT) o O In r-- N a. 1 O �:: O (\ 0 0 -6 c 00 N ��-a 4 rn N r-) ff) X LL lee - W CO Z C Q O CrC cc z WOW a. VFW ZZ O oC ��toQ J�V N r SHEET NO. C200 5A III o, N; U.S. 31 --------------------- ----------------------------------------- - ---------------------------------------------------- ------------------------------ - ----------------------------------------------------------_---_-___-_-----__ ---------------------------------________-_--_-------------------------------------------- SYMBOL DESCRIPTION 4' CONCRETE WALK © 4" PAINTED WHITE PAVEMENT STRIPE © PATIO (SEE ARCHITECTURAL PLANS) O 6' CONCRETE SLAB Q CURB END TAPER Of METAL PICKET FENCE w/GATES (SEE ARCHITECTURAL PLANS) © GUARD POST Q TYPE III CURB Sc GUTTER QJ INTEGRAL WALK k CURB RIVER ROCK/WASHED GRAVEL STRIP (MATCH EXISTING POND BANK) Q LANDSCAPE AREA EXPANSION JOINT Q CONTROL JOINT QP SIDEWALK BEHIND CURB do GUTTER Q PRECAST CONCRETE WHEEL STOP ® EXTRUDED CURB Q3 RAMP O CONCRETE STOOP (SEE SHEET C7) 5'x5' UNLESS NOTED OTHERWISE QU 0 R IN FLOATING AE At OENiX MODEL w/3 HP, SINGLE PHASE, 230 Q VOLT MOTOR d( 3 LIGHTS. MATCH EXISTING FOUNTAINS IN NORTH END OF POND. (CONTRACTOR TO COORDINATE CONNECTION OF FOUNTAIN INTO MASTER CONTROL SYSTEM FOR EXISTING FOUNTAINS IN POND. CONTRACTOR TG VERIFY PROPER OPEgAT1NG DEPTH). EXPANSI JOINT AT BUILDING © RETURNED CURB DISABLED RAMP G' EXPANDED POND (SEE-AADING PLAN) 4' PAINTED BLUE PAVEMENT SIR Q 4' PAINTED BLUE PAVEMENT STRIPE: AT 45' ANGLE, 2' O.C. ® STAMPED CONCRETE PATTERN: OLD ENGLISH RUNNING BOND COLOR: TILE RED MATCH EXISTING COLOR d( PATTERN OF ADJACENT DEVELOPMENT) 8' WIDE CONCRETE BAND (MATCH COLOR & FINISH WITH THE ADJACENT DEVELOPMENT) j 7'x7' TRANSFORMER PAD DISABLED PAVEMENT SYMBOL s• DISABLED PARKING SIGN DOOR / CURB TRANSITION 20 NUMBER OF PARKING SPACES PROPOSED ASPHALT PAVEMENT PARKING DATA PROPOSED STANDARD PARKING SPACES - 57 PROPOSED 04SABLEO PARKING SPACES - 6 EXISTING PARKING . 1 CROSS -EASEMENT PARKING SPACES - 58 TOTAL PARKING SPACES - 122 SITE DATA AREA tali AC. BUILDING AREA 7,744# S.F. NOTES: 1.) ALL DIMENSIONS SHALL BE BACK TO BACK OF CURB UNLESS NOTED OTHERWISE. 2.) ALL RADII SHALL BE 5' UNLESS NOTED OTHERWISE. 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.) PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY, 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 (YIN ';' %UC'n,OW yy-4W !S CCHPLE*T''. 6) ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS, 7.) ALL DIMENSIONS ARE PARALLEL AND PERPENOiCULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS OTHERWISE NOTED. 8.) DISABLED RAMP AND SIGNAGE SHALL BE IN ACCORDANCE WITH FEDERAL. STATE, COUNTY, CITY AND LOCAL CODE WHICHEVER HAS JURISDICTION. SEE SITE PLAN FOR LOCATION AND SITE DETAILS FOR SPECIFICATIONS. 9.) ALL STRIPES ARE TO BE 4' PAINTED. WHITE, UNLESS OTHERWISE NOTED. 10.) 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. 11.) 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, 12.) ALL DEMOU71ON ACTIVITIES OFF THE PROJECT PROPERTY SHALL BE APPROVED AND COORDINATED WITH THE RESPECTIVE PROPERTY OWNER. LAND BOUNDARY DESCRIPTION A port of the Northwest Quarter of Section 35, Township 18 North, Range 3 East, Hamilton County, Indiana, described as follows: Commencing at the northeast corner of sold Quarter section; thence South 00 deTees 07 minutes 31 "Conde East 980.01 feet to the southeast corner of Parcel 1 as described In the deed to Duke Realty Limited Partnership, recorded in Instrument No, 95-1297, In the Office of the Recorder of Hamilton County, said corner being North 00 degrees 07 minutes 31 seconds West 1,641.00 feet from the southeast comer of void quarter section; thence South 88 degrees 46 minutes 31 seconds West 357.78 feet ofnQ the south line of sold Parcel 1 to the POINT OF BEGINNING of this description: thence South 88 degrees 48 minutes 31 seconds West 226.41 feet long said south line to the Bost right-of-woy line of U.S. 31; thence North 00 degrees 03 minutes 57 seconds West 303.13 feet olong sold east right-of-woy line; thence South 90 degrees 00 minutes 00 seconds East 254.69 feet; thence South 00 degrees 00 minutes 00 seconds West 53.00 feet; thence North 90 degrees 00 minutes 00 seconds West 27.99 feet; thence South 00 degrees 00 minutes 00 seconds West 245,29 feet to the point of beginning and containing 1.598 acres, more or less. The bearings in this description are based upon the east line of the Northwest Quarter of Section 35 having a bearing of North 00 degrees 07 minutes 31 seconds West. DON"' DIC BLIN 1-800-382-6W CALL TOLL FREE Z\ =TL 0 20 40 r O V co W W N I-- cr a o Z o o 5 W U CY S a. W N M W Ad (n1 0j W V IZu' �s!wz 0 3 0- (mn m l o M i CY) i I� N co c`o I N 8 ZI s 0) l I 23 O F" O .r O 0 W O W04 • �C �} W e Y G. (n 0 N O O U QC: In 0 0 00 a. 0 C L 0 CN J uX CN 0 N a o M J C SCD N 0 �� N I\ X Vit` I 0 laaaaW f �0Z QZ ammor C/)_ a: Z LLJ o a,,a, Cr W =Wr 06 2 Uj ZZm a: Mo toQ J 0) cm Z .i .i .a .i SHEET NO. 0200 .i f E F s 6