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HomeMy WebLinkAbout12080008.5N /F YEAGER OF CARMEL LLC D.B. 2010 PG. 22982 TMP #: 16- 10- 31- 00 -00- 022.000 IPF 5 /8'RB S89 53 30 "W U) 27.41' CATCH BASIN TOP: 828.19' 3.7' DEPTH 16.8' - BENCHMARK A I U) MAG NAILS >� I I CATCH BASIN TOP: 827.79' 2.7' DEPTH U N N89'55'00 "E, 273.60'(M &R) GAS --- &AS� MAC NAIL CTV �- CTV CTv ury CTV CTV (SET) C cry cry E UGE CTV �� _ ui 10' B a CATCH BASIN TOP: 826.40' 2.5' DEPTH ui � t SANITARY SEWER - " MANHOLE z (6 ELV: 826.36' 00 INV: 3.7' >� 0 w GAS GAS �� GAS GAS -- GAS G GAS AS W j • N. t Nom` CONC. MON. o a wl; (FOUND) I Z _ I i I w a co ?� J a a. 9 � I a ui CATCH BASIN so TOP: 822.95' w 4.0' DEPTH "sa CATCH BASIN J s TOP: 826.91' a ' 3.5' DEPTH f ' D O W j W a. Q UJ I I a ,w �. j I ,. W W W S vJ SyC SVJ SV°JI sv� - -�oSVJ -\ LL_ j �J 0 = > - WL Lu WL 1 z °z WL( -� WL ! Wv���III W WL INC WL z 9. w Z w s WLr O ,`3 j I W d w Lu P.O LL Qf Z t� .r a =o �I �< N 2,6' *; DOUBLE 3aV) >-UJ ?I' i'_ v i HARDWOOD ;Z W m ADA - BARRIER FREE TRAVEL REQUIREMENTS: �Q k I I N m w Q W o I PRIOR TO CONSTRUCTION THE CONTRACTOR IS TO VERIFY ALL w <100 I APPLICAPABLE AREAS ALONG ANY ACCESSIBLE ROUTE THAT IS �I o r , I+t NOT IDENTIFIED FOR REPLACEMENT IN THESE PLANS MEET THE I', I �I ¢tir` FOLLOWING CRITERIA: z W m ¢ 1. ACCESSIBLE PARKING PAD - SLOPES IN THIS AREA ARE 1.5% N ml a MAXIMUM OR LESS IN ANY DIRECTION. CONSTRUCTED SLOPES IN N I I EXCESS OF 2.0% WILL BE REJECTED. N 2. ACCESSIBLE CURB RAMPS SHOWN HEREON ARE DESIGNED TO � 20" kAIt DWOOD I RISE 6" (05) IN 78" (6.5') OR 7.70% WITH A CROSS SLOPE 1 OF 1.5 %. ADDITIONALLY, THE BOTTOM 24" OF ALL ON -SITE CURB CAT ASII� 3 RAMPS, WITH THE EXCEPTION OF THE DELIVERY DOOR RAMP, 7.19'' I - - ARE TO HAVE A DETECTABLE WARNING SURFACE (TRUNCATED 3.0' DI PTH �- r /IPF CAP I y 'f-_____' ` DOME INSERT) THAT EXTENDS THE FULL WIDTH OF THE RAMP. 0200081); CONSTRUCTED _' CONSTRUCTED RAMPS IN EXCESS OF 8.33% RUNNING SLOPE AND /OR 2.0% CROSS SLOPE WILL BE REJECTED. Q 3. ENTRANCE LEVEL LANDING - SLOPES IN THIS AREA ARE �< 6 DESIGNED AT 1.5% OR LESS IN ANY DIRECTION. THE LEVEL � LANDING AREA IS THE WIDTH OF THE OPENING PLUS 18" (MIN) _ J % I 2' 1 = v " ©� N N JG 5.0 O A o SD • . w c� F 1 OVERT CALSLEVEL CHANGE OFENOPMORE THAN Y" AT THE M wN �� / -� -f- 25. ' I H CONSTRUCTED SLOPES IN EXCESS OF 2.0% WILL BE J r �-- 5: 12.7' �� _ 2 0 17.5 �, ® ��• y� �' Of 0 of a W 5� ® © / J h� a ,r '� 0° v 25 18 m G G� -. ZZ 0 50 G © NS W Z _ SPA @ 9'xl8'x60' Q � GPS� s Q � I a � � o © A SPA 0 9 x18 x90' J 1 20' ELECTRIC EASEMENT PER V O N Of coo a Z I L O /. 25' SL /JG���� GP5 �G� Co w uG SANITARY SEWER r` INSTRUMENT NO. 7349 � ? Q o c. v a - -. - - -- -- ® UGE / d UG MANHOLE „s 1v cry UGE uGE �.�� C95 ELV: 829.18' C CTV GE INV: 14.1 UGE GE L' UGE �3/ 'OGE� /. V UGE - UGE UGE' UGE UGE UGE AGE UGE UGE _ UGe UGE UGE k? E uGE 11.3 ' IPF CAP GPS� VGE _ • 0200081 ,> Gp U - GAS -- G GAS GAS GAS G , Of6E ^^ UGES UGES UGE UGE -.-� -_ ,UGE §� EGA- ��EGAS �A v� _ _ _ - - -- - -- - G S S S S S S S S S S S S S. -�,£ SJ GES g S S ._ BENCHMARK B CATCH BASIN UGE UGE_ - w TOTAL 57636 (1.323 Ac) TOP: 825.88' -. o ELV: MG8N IL ��, 2.5' DEPTH o PRE GREEEN 15555` (.357 Ac) - ��p 70. I CATCH BAQ1N1 rerru czeci CATCH r�ASIN Ln Q(lCT (` -QFFKI 71 FPF, i A QC, A,i iy 3.3' DEF 4AG NAIL )RIVE 245.00'(R) _ �.I _ISET) _ POINT OF BEGINNING TRACT II & SURVEYOR'S CARMEL DRIVE & PUBLIC UTILITY -� DESCRIPTION EASEMENT PER INSTRUMENT NO. 4054 INTERSECTION OF THE CENTER LINES OF KEYSTONE AVE AND 17 KEYSTONE WAY REJECTED. 4. ACCESSIBLE ROUTE SIDEWALKS - SHOWN HEREON ARE DESIGNED WITH A MAXIMUM CROSS SLOPE OF 1.5% AND A MAXIMUM RUNNING SLOPE OF 4.5 %. CONSTRUCTED SIDEWALKS IN EXCESS OF 5.0% RUNNING SLOPE AND /OR 2.0% CROSS SLOPE WILL BE REJECTED. StT� DATA7 rAl �A T ER OP Il-o "�wWO W1Wll"" /NC SITE PLAN LEGEND QA EXISTING ACCESS DRIVE (TO BE MAINTAINED) ® RELOCATED ACCESS DRIVE WIDENED TO 25' © CONCRETE 10' -0" WIDE X 6" THK., 4,500 PSI. WITH INTEGRAL LOOP DETECTOR AT CUSTOMER ORDER DISPLAY. SEE ELECTRICAL PLANS FOR DETECTOR SPECS. ® CONCRETE PAVING 5" THICK FIBRE REINFORCED, 4,500 PSI. CROSS SLOPES NOT TO EXCEED 2.0% IN ANY DIRECTION, 1.7% RECOMMENDED © 24.0' X 25.0' CONCRETE DUMPSTER PAD, 8" THICK, 4500 PSI WITH 5% AIR ENTRAINMENT over 6" CA BASE. D - EXTERIOR TO FQ 12 x 16 STORAGE SHE MATCH MAIN BUILDING © CURB RAMP W/ NON SLIP SURFACE & TRUNCATED DOMES PER ADA STADS. MAX RUNNING SLOPE= 8.33 %, 7.5% RECOMMENDED. © CURB RAMP FOR DELIVERY DOOR w /NON SLIP SURFACE MAX RUNNING SLOPE= 8.33 %, 7.5% RECOMMENDED. QH 4" THICK CONCRETE SIDEWALK WITH MONOLITHIC CURB. CROSS SLOPES NOT TO EXCEED 2.0 %, 1.7% RECOMMENDED, MAX RUNNING SLOPE NOT TO EXCEED 5.0 %, 4.5% RECOMMENDED. Q BITUMINOUS PAVING FOR PARKING LOT 165 per SYD �1-1/2" BITUMINOUS SURFACE over 275 per SYD 2 -1/2" BITUMINOUS BINDER over 8" COMPACTED AGGREGATE BASE #53 (100% STD PROCTOR) Q 6 "X18" STANDARD CURB PER McDONALD'S SPECIFICATIONS Q 9' WIDE PARKING SPACE (CTR TO CTR PAINT STRIPE) MARKED WITH 4" WIDE WHITE PAINT STRIPE QN 8' WIDE (MIN) ACCESSIBLE PARKING SPACE (CTR TO CTR PAINT STRIPE) MARKED WITH BLUE PAINT HANDICAP GRAPHIC AND 4" WIDE BLUE PAINT STRIPE QO 8' WIDE (MIN) ACCESSIBLE AISLE (CTR TO CTR PAINT STRIPE) MARKED WITH 4" BLUE PAINT STRIPE ® 5' WIDE (MIN) ACCESSIBLE AISLE (CTR TO CTR PAINT STRIPE) MARKED WITH 4" BLUE PAINT STRIPE © ACCESSIBLE PARKING SIGN w /VAN ACCESSIBLE PLACARD (MIN HEIGHT (BOTTOM OF SIGN) 60" ABOVE PAVEMENT) ® ACCESSIBLE PARKING SIGN (OVEALL HEIGHT TO MATCH VAN ACCESSIBLE PARRKING SIGN) QS 28'06' TRASH DUMPSTER SCREENING - 6' HIGH MASONRY FENCE w /GATE EXTERIOR TO MATCH MAIN BUILDING TQ EXISTING MONUMENT SIGN - TO BE MAINTAINED Q DIRECTIONAL SIGN XQ PAVEMENT MARKINGS AS SHOWN (PAINTED WHITE) Q DERO BICYCLE RACK MODEL RR2H -1G (FOR UP TO 5 BICYCLES) ® 6 -0" LONG x 3' -6" HIGH GUARD RAIL ® HOSE BIBB - FROST PROOF AS MANUFACTURED BY WOODFORD MODEL NO Y -34 - TO BE INSTALLED WITH 18" CLEARANCE BETWEEN GROUND AND HOSE CONNECTION ® FLAG POLE ® PIPE BOLLARD DRIVE THRU ELEMENTS 10 CUSTOMER ORDER DISPLAY w/ DETECTOR LOOP & CANOPY 2Q OPO MENU BOARD Q OPO PRE SELL BOARD ® DRIVE THRU GATEWAY w /HEIGHT DETECTOR © BOLLARD SIGN - "PLEASE HAVE PAYMENT READY" ® CASH BOOTH 90 PRESENT WINDOW ® DOUBLE ARROW PAINTED YELLOW (PMS 123) Q DRIVE THRU PAVEMENT MARKING PAINTED YELLOW (PMS 123) © MERGE POINT STRIPE 6" WIDE PAINTED YELLOW (PMS 123) © DRIVE THRU LANE STRIPE 6" WIDE PAINTED YELLOW (PMS 123) ZONING: B -8 - BUSINESS (KEYSTONE PARKWAY OVERLAY) AREA: 1.323 Ac (57636 sft) EXCLUDING RIGHTS OF WAY EXISTING CONDTITION IMPERVIOUS AREA: 0.996 Ac (42081 sft) or 73% of the SITE PROPOSED CONDTION IMPERVIOUS AREA: 0.838 Ac (36501 sft) or 63% of the SITE BUILDING DATA: GROSS AREA (TOTAL): 5229 sft GROSS AREA: (PUBLIC) 3342 sft BUILDING HEIGHT: 23 -4" (TOP HEARTH /ROOF CAP ELEMENT) 18' -9 1/2" (MAIN BLDG TOP PARAPET) SEATING CAPACITY: 80 PARKING REQUIRED: 1 SPACE per ea 80 sft GROSS PUBLIC FLOOR AREA 45114 BUILDING = 3342 PARKING REQUIRED = 42 BY GRAPHIC PLOTTING ONLY, THIS PROPERTY LIES WITHIN ZONE 'T, AS SHOWN ON THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 180081 0228 F (MAP NO. 18057CO228F), WHICH BEARS AN EFFECTIVE DATE OF 02/19/2003, AND IS NOT IN A SPECIAL FLOOD HAZARD AREA. NO FIELD SURVEYING WAS PERFORMED TO DETERMINE THIS ZONE. ZONE "X" DENOTES AREA OUTSIDE THE 500 YEAR FLOODPLAIN. PARKING SUMMARY STANDARD SPACES 52 ACCESSIBLE SPACES 3 TOTAL PARKING 56 Know whaYs belm V Call before you dig. _ IT IS AGAINST THE LAW (IC 8 -1 -26) TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO WORKING DAYS BEFORE COMMENCING WORK. DIAL 811 OR 1- 800 - 382 -5544 I.U.P.P.S. P.O. Box 50392 Indianapolis, IN 46250 NOTE: THE EXISTING FEATURES, UNDERLYING TOPOGRAPHY, SITE BOUNDARY AND EASEMENT DATA, ETC SHOWN ON THESE PLAN SHEETS IS PROVIDED BY OTHERS AND LANDWATER GROUP, INC. MAKES NO REPRESENTATION AS TO THE ACCURACY OF THAT BASELINE DATA. THEREFORE, THE CONTRACTOR SHOULD VERIFY THAT EXISTING FEATURES ARE AS SHOWN AND IMMEDIATELY REPORT ANY DESCREPENCIES TO THE McDONALD'S CONSTRUCTION MANAGER PRIOR TO STARTING CONSTRUCTION. PREPARED FOR ■ m 1 PROJECT NAME' McDONALD'S USA, LLC N DIANAPOL REGION SITE ID 013 -0( PROJECT LOCATION 750 E CARME CARMEL, IN PROJECT NUMBER 1116 DRAWN BY G. LUKAS CHECKED J� 4 1�7 - , o VN cri � z E i.i 0 O i CERTIFIED ��`�ul)uu11ry11� N0. Fp 920256 o00 'a STATE OF %,, �NDIANP G L //1111111 SHEET NAME SITE PLAN. SHEET NUMBER Cl .0 PLAN DATE JUNE 13, 2C z w � z ° o U � z U W WJ U w w N H o ° C ° J O - OO PREPARED FOR ■ m 1 PROJECT NAME' McDONALD'S USA, LLC N DIANAPOL REGION SITE ID 013 -0( PROJECT LOCATION 750 E CARME CARMEL, IN PROJECT NUMBER 1116 DRAWN BY G. LUKAS CHECKED J� 4 1�7 - , o VN cri � z E i.i 0 O i CERTIFIED ��`�ul)uu11ry11� N0. Fp 920256 o00 'a STATE OF %,, �NDIANP G L //1111111 SHEET NAME SITE PLAN. SHEET NUMBER Cl .0 PLAN DATE JUNE 13, 2C