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HomeMy WebLinkAbout12080005.7N/F W & W PROPERTIES LLC D.B_ 2010 PG. 22983 I TMP #: 16- 10- 31- 00 -00- 022.001 CATCH BASIN CATCH BASIN I TOP: 827.79' TOP: 826.40' 2.7' DEPTH 2.5' DEPTH I - j I N/F SANITARY SEWER -t C' I I MANHOLE a YEAGER OF CARMEL LLC I D ELV: 826.36' 00 D.B. 2010 PG. 22982 INV. 3.7' . I'I LOU TMP #: 16- 10- 31- 00- 00- 022.000 % o W II i I t N89'55'00 "E, 273.60'(M&R) GAS - -- &AS GAS GAS GAS GAS GAS _G -- AS GAS w '- MAG NAIL �- CTV CTv CTV CTV LLJ 01i. I` CTV Tv v - - V 5 8 "RB (SET) cTV cry � _C cry CTV ' W n / - -Y�da� - N9C -��E E UGE �G� S89 °53'30 "W 6.3' _ ��E� CONC. MON. a �. I �' 27.41' (FOUND) ' :z CATCH BASIN TOP: 828.19. w 10 B a• 4 a I r T 3.7' DEPTH ? 1 &' ;` �`_• 1'-� c� Lu ci Q I I`. 16. tea. I ® m ,, .? 8' + o L 10 SPA ®9�x18�x60' 0 _ LU BENCHMARK A I U I O OJ MAG NAIL 1 SPA ®9 x18 x90' I • "Q ..a sD N/F ELV: 828.01' I 0 18' c O so h� CATCH BASI cn �.� • .. •. '. 4 .. so TOP: 822.9. HARRIS NA Ul a w a .a �•, �0 4.0' DEPTH Lu A.M. 2007 PG. 48376 23.4' I U II�J q 22.5 10, ® © ;;. �� so TMP #: 16- 10- 31- 00 -00- 021.000 C� ISTING I w a . -g0 Q o , CATCH BASIN n I yr a ; m a �. s TOP: 826.91' 245.00'(R) -- ' a L . 3 5' DEPT -H r - UGE UGE -� UGE ~ ,. w I w w 11 .. - U Q UGE UGE 0 ; I Z I 25.0' ° 2 _ Q f' z o z� , o Q Z - CATC SI 33.4 O _ „ ` W o NO TOP: 2 co I ° N rn I 1.7' H w NI >� c� I r; 17.1 cn 1 6 1 w I I,w z , I s sv - stlD stlo stlo -�sVS a'„ > D 0 0 '. raa 'UGE e 0 StlJ S tl°J 4 .. ^} j 0� W= Cn �a ° °z� ' 115' FROM _j �' �o , oz > � CTR OF Q _ � w �`' ,i WL WL WL Z - I Q ° w w CASH BOOTH 'b� WL wv �� _j Q w 3 0 19 TO CTR OF ° __- wL w WL wL WL v ✓L W� D w W > I -- I !� ~� _ O 3w �� _ N wo o � � I PRIMARY • r ;a w ..,- p j w I Q a IO QLiJ z C.O.D. `,°c N > a 0 - ® o'- - I N O YZU j X? m a- �� �a � w ® I ° I II I °' I I cn ~ � I J O O I ® w 26 >., DOUBLE '` ', I w _ I mom ( ¢ N D 'HARDWOOD�z m Y w W m w Y I a o cD ^ I m ©TFFiU m w . N �0 ti I a Qo 5, w N a ;, ® I U �I O o _- a z a; X I w p' 11 • ... I CO LJ 0 �I Q O ® N w. w 0 U L I ® N O e a I w N, 17.2 N ; • .(� 20" HA ,DWOOD I w O - _ �\ Z I I/ ) N Cn I ' I w CAT �SI9 N >I { 3 } ? ... 3.0' D PTH J /IPF CAP,_. • 0 00081) o� _ W (2 a _ _ I N of I McDonalld's ,�.• w _ I w I ■ x x \ I 10' 18' 18' ±..10' W � Cn 45114 WW BUILDING °o ' X_T wc,, sD - a / N / cio 00 61P `O I I 01) 00 SQ ( G�tow N ofO L C� CAT (H- 'BA`jl � Li I 0 Q TOP. o° N 2.1 • o_ i 25. f SD N rr. k4- 25.0, 5 k. = I� w o 12.7 ,� N of I I ;, - 50 © = JG �� cF ® © / Ln o C5 Ln AID- ®25 / 18' m JG� GPs G� Z Z O 50 © �, ' GPS; �� 5 w z° z N z If W SPA ® 9x18 :x60' , �V GPs t ❑ a � I Q n O / 2 SPA @ 9'x 18 x90' © �G� J r, 1 wm mNw 50 t /J' �j� yf Z O _ o L o 25' SL �/� . tK 20' ELECTRIC EASEMENT PER I 0 V) � a � � I � O /' a � oP JG CO UG SANITARY SEWER INSTRUMENT NO. 7349 N Z < o N 0 _ ® UG UGE / / MANHOLE UGE �,�c GP5 0� ELV: 829.18' (, CTV CTV - CTV UG '7- GE UGE J J UGE -- GE -- -L UGE ` Z� f 0 . 50 .- , L - _ - -- - -- - 1 UGE �� INV: 14.1' 1 ! UGE UGE UGE` UGE UGE UGE KBE - UGE UGE UGE UGE UGE L E VGA/ J 11.3' / IFS 50 IPF CAP �INS/� UoE - - 0200081)Z­,/ - ; J � GAS -- G GAe GAS GAS G S ` E GAg GAS . §�GA5 DEGAS ��AW UGE UGE UGE UGE GE S s s s s S _ - -- - - - - S 1 S s S S S s s S S s s ___ - �,E s--- -- UGE �. GE BENCHMARK B MAG NAIL ELV: 826.35' )RIVE 245.00'(R) CARMEL DRIVE & PUBLIC UTILITY - EASEMENT PER INSTRUMENT NO. 4054 17 CATCH BASIN - w TOTAL 57636 (1.323 Ac) TOP: 825.88' o .. , 2.5' DEPTH o o PRE GREEEN 15555 (.357 Ac) 7� 170. I CATCH BASIN CATCH BASIN CATCH c?ASIN in v POST GREEN 21585 (.496 Ac) 170, TOP: 825.83' M TOP: 825.87 TOP: 826.31' O O iy 3.3' DEPTH N 2.5' DEPTH 4.0' DEPTH O O MAG NAIL MAG NAIL V) \� (SET) +S89 55 , 00 „ W, 154.57 , (M &R) (SET) - POINT OF BEGINNING TRACT II &SURVEYOR'S E CARMEL DRIVE 0 DESCRIPTION o� INTERSECTION OF THE CENTER 80' PUBLIC RIGHT OF WAY PER LINES OF KEYSTONE AVE AND INSTRUMENT NO. 10559 KEYSTONE WAY I i 1 r ADA - BARRIER FREE TRAVEL REQUIREMENTS: PRIOR TO CONSTRUCTION THE CONTRACTOR IS TO VERIFY ALL APPLICAPABLE AREAS ALONG ANY ACCESSIBLE ROUTE THAT IS NOT IDENTIFIED FOR REPLACEMENT IN THESE PLANS MEET THE FOLLOWING CRITERIA: 1. ACCESSIBLE PARKING PAD - SLOPES IN THIS AREA ARE 1.5% MAXIMUM OR LESS IN ANY DIRECTION. CONSTRUCTED SLOPES IN EXCESS OF 2.0% WILL BE REJECTED. 2. ACCESSIBLE CURB RAMPS SHOWN HEREON ARE DESIGNED TO RISE 6" (05) IN 78" (65) OR 7.70% WITH A CROSS SLOPE OF 1.5 %. ADDITIONALLY, THE BOTTOM 24" OF ALL ON -SITE CURB RAMPS, WITH THE EXCEPTION OF THE DELIVERY DOOR RAMP, ARE TO HAVE A DETECTABLE WARNING SURFACE (TRUNCATED DOME INSERT) THAT EXTENDS THE FULL WIDTH OF THE RAMP. CONSTRUCTED RAMPS IN EXCESS OF 8.33% RUNNING SLOPE AND /OR 2.0% CROSS SLOPE WILL BE REJECTED. 3. ENTRANCE LEVEL LANDING - SLOPES IN THIS AREA ARE DESIGNED AT 1.5% OR LESS IN ANY DIRECTION. THE LEVEL LANDING AREA IS THE WIDTH OF THE OPENING PLUS 18" (MIN) ON THE STRIKE SIDE OF THE OPENING BY 5.0' OUT WITH A VERTICAL LEVEL CHANGE OF NO MORE THAN Y" AT THE THRESHOLD. CONSTRUCTED SLOPES IN EXCESS OF 2.0% WILL BE 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. P�O�A7ER 1_� v -o 'uWWW �IIWW" 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. FQ 12' x 16' STORAGE SHED - EXTERIOR TO 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 BITUMINOUS SURFACE over 275 per SYD �1-1/2" 2 -1/2" BITUMINOUS BINDER over 8 COMPACTED AGGREGATE BASE #53 (100% STD PROCTOR) Q 6 "X18" STANDARD CURB PER McDONALD'S SPECIFICATIONS ® 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 (2)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 O 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 Q CUSTOMER ORDER DISPLAY w/ DETECTOR LOOP & CANOPY 2Q OPO MENU BOARD Q OPO PRE SELL BOARD Q DRIVE THRU GATEWAY w /HEIGHT DETECTOR Q BOLLARD SIGN - "PLEASE HAVE PAYMENT READY" Q CASH BOOTH 92) 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 'Y, 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 what's b @IOW. Call before vc 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 1�-> � - � � - � PREPARED FOR 3uon PROJECT NAME McDONAL USA, LLC INDIAN AP, REGION SITE ID.013 PROJECT LOCATION 750 E CARI CARMEL, It PROJECT NUMBER 1116 DRAWN BY G. LUKAS CHECKED • s t s CERTIFIED � \ \\ \III I I IIIII/ S M G \STER NO. ? 920256 'o STATE: C =�• rANP L • //11111111N'\ SHEET NAME . f, SITE PLAN 0' 20' 40' 60' SHEET NUMBER 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 PLAN DATE CONSTRUCTION MANAGER PRIOR TO STARTING CONSTRUCTION. JUNE 13, z w � z � o U w � � z U w w J U, Li 0 w N L 0 0 m 1�-> � - � � - � PREPARED FOR 3uon PROJECT NAME McDONAL USA, LLC INDIAN AP, REGION SITE ID.013 PROJECT LOCATION 750 E CARI CARMEL, It PROJECT NUMBER 1116 DRAWN BY G. LUKAS CHECKED • s t s CERTIFIED � \ \\ \III I I IIIII/ S M G \STER NO. ? 920256 'o STATE: C =�• rANP L • //11111111N'\ SHEET NAME . f, SITE PLAN 0' 20' 40' 60' SHEET NUMBER 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 PLAN DATE CONSTRUCTION MANAGER PRIOR TO STARTING CONSTRUCTION. JUNE 13,