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07050018 Civil Construction Plans Rcv. 5/11/2007 DOCS
.NEW RESTAU1 ANT V v � D A U S S A P*+,tC H I TECTS TU D� architecture planning 227 historic w. 11th st. P.O. box 1006 anderson, in 46016 tel: 765/649 -2258 fax: 765/649 -2337 daussarch @ameritech.net SCOPE OF DRAWINGS indicate These Drawings the Mn..d nryc of the v,Mm in nimdaanimwJ design conccn, the dimensionsof the building, the major vwil it ams and the tvry (A structural, mechanical and electrical swerns, The Drawings do not necessaniv indicate or describe all work required for full and •• 5' � L g 1'1J � � � � `V' � varym� ^a �tM1Cbsiaii� mil4mM tM1Cn rm.azs shall furnish all imcnw in m. i ��^pa m��� IND � � DRAWINcul � COPYRIGHT ABBREV 1 A T 1 DAUSS ARCHITECTS III �1 III DRAWN CHECK ISSUE SHEEP ISSUE SHEET A.I.C. -ALT. INTERRUPTING I.D. -INTERIOR DESIGN CODE INFORMATION DATE DATE N0. � � � � �j DATE N0. � � � � �j CAPACITY INSUL -INSULATION ISSUED FOR ADLS REVIEW PLYWOOD A.B. - ANCHOR BOLT BUILDING CODE: 2003 INDIANA BUILDING CODE, 2000 IBC APRIL 19, zoo; A.F.F. -ABOVE FINISHED FLOOR L.L.H. -LONG LEG HORIZONTAL REVISED SHEET SS-1 FOR BZA REVIEW ALT. - ALTERNATE LL.V. -LONG LEG VERTICAL PLUMBING CODE: 1999 INDIANA PLUMBING CODE, 1997 UPC MAY 11, zoo- CIVIL ENGINEERING INTERIOR DECOR TEXTURE SUM. - ALUMINUM LP. -LOW POINT ELECTRICAL CODE: 2005 INDIANA ELECTRICAL CODE, 2005 NEC AUX. - AUXILIARY LOC. - LOCATE MECHANICAL CODE: 2003 INDIANA MECHANICAL CODE 2000 IMC 1 -11 B.O. - BOTTOM OF LG. -LONG 04 -19 -07 REFER TO CIVIL DRAWINGS BD. G. - BO�CKING MAS. - MASONRY FIRE CODE: 2003 INDIANA FIRE CODE, 2000 IFC BM. -BEAM MAX. - MAXIMUM SITE GYPSUM BOT., BOTf. -BOTTOM MIN. - MINIMUM OCCUPANCY GROUP: A -2 BOARD BRZ' - BRONZE �� -MOUNTED - CENTER LINE TYPE OF CONSTRUCTION: V B COND. - CONDUIT N.I.C. -NOT IN CONTRACT 01 -11 -07 1 ALTA/ACSM LAND TITLE SURVEY � FINISH CLG. - CEILING BUILDING SIZE: 2,567 S.F. COL. - COLUMN O.C. -ON CENTER 04 -19 -07 L -1 LANDSCAPE PLAN WOOD CONC. - CONCRETE O.D. - OUTSIDE DIMENSION WALK —IN COOLER /FREEZER: 368 S.F. CONN. - CONNECTION O.H. - OVERHANG CONT. - CONTINUOUS o/o —our to out TOTAL AREA: 2,935 S.F. 01 -29 -07 C500 LANDSCAPE PLAN — ENTRANCE AREAS ROUGH corrrR. -CONTRACTOR CTR. - CENTER 4 - PHASE, DIAMETER (FOR REFERENCE ONLY) WOOD C.W. -COLD WATER R -PLATE EQUIPMENT PLYWD.,PLWD. - PLYWOOD NEW > > 0 - DIAMETER, PHASE P.O.S. -POINT OF SALE 01 -29 -07 C502 LANDSCAPE AREA — B SHOPS AREA DIA. - DIAMETER, DIAGRAM PREFAB. - PREFABRICATED METAL DBL - DOUBLE P.S.F. - POUNDS PER SQ. FOOT RESTAU RANT (FOR REFERENCE ONLY) D/T - DRIVE-THRU P.S.I. - POUNDS PER SQ. INCH DWG. - DRAWING P.T. _pgRTITION TREATED FOR 04 -19 -07 SE -1 SITE ELECTRIC AND LIGHTING PLAN E.F. - EXHAUST FAN P.V.C. - POLYVINYL CHLORIDE EA. -EACH *05 -11 -07 SS -1 SITE SIGNAGE PLAN / GLASS ELECT. LETION RECEPT. -RECEPTACLE NATIONAL ACCOUNT INFO l MECHANICAL -EQUAL REINF. - REINFORCING j EQUIP. - EQUIPMENT REQ'D. - REQUIRED �� STRUCTURAL E.W. -EACH WAY R.W.L. -RAIN WATER LEADER REFER TO SHEET A -9, n BRICK EST. - EXTERIOR rl+j ij SQ. —SQUARE DIRECTORY OF MANUFACTURES AND SUPPLIERS. r�'..�i F.C.O. -FLOOR CLEAN OUT S /S, S.S. - STAINLESS STEEL F.D. -BOOR DRAIN STL. -STEEL F.E. -FIRE EXTINGUISHER STRUC. - STRUCTURAL D .Q FlN.FL. -FINISH FLOOR SURF.MTD. - SURFACE AMOUNTED o.. CONCRETE F.O.A. -FACE OF MASONRY S.W. -SAFE WASTE F.O.S. -FACE OF STUD F.R.P. -FIRE RATED PANELING T &G - TONGUE AND GROOVE CONTRACTOR NOTES F.S. -FLOOR SINK T.O.S. -TOP OF SLAB CONCRETE FT. -FOOT NP. - TYPICAL A. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL DRAWINGS AND ARCHITECTURAL FTG• - FOOTING SPECIFICATIONS ,INCLUDING BUT NOT LIMITED TO ARCHITECTURAL, CIVIL, WEST CARMEL BLOCK GA. -GAUGE UR. - URINAL STRUCTURAL., MECHANICAL, PLUMBING, AND ELECTRICAL PRIOR TO SUBMITTING GALV. - GALVANIZED VEN. - VENEER A BID. REPORT ANY DISCREPANCIES TO ARCHITECT OR ENGINEER MARKETPLACE G.C. - GENERAL CONTRACTOR VERT. -VERTICAL PRIOR 7o BID. CARMEL, INDIANA q 04 -19 -07 A— I FLOOR PLAN COMPACTED G.P.M. - GALLONS PER MINUTE VEST. - VESTIBULE B. BIDDERS ARE TO VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH r� EARTH G.W. - GREASY WASTE V.LR. -VENT 7HRU ROOF SCOPE OF iHEI WORK.ATHE SUBM SS ON OF A BID WILL E EVID NCE AND 04 -19 -07 A —L EXTERIOR ELEVATIONS GYP. - GYPSUM W. -WIDE, WASTE THAT SUCH AN EXAMINATION HAS BEEN MADE. LATER CLAIMS FOR LABOR, -WITH EQUIPMENT, OR MATERIALS REQUIRED, OR FOR ANY DIFFICULTIES ENCOUNTERED o o GRANULAR HORIZ. - HORIZONTAL W.C. -WATER CLOSET WHICH COULD HAVE BEEN FORESEEN HAD AN EXAMINATION BEEN MADE, HT. -HEIGHT FILL H.W. -HOT WATER W.C.O. -w DCLEAN OUT C. � S THE RESPONSIBILITY OF THE CONTRACTOR 70 NOTIFY THE ARCHITECT, PEAR �� "1u1 H.D. -HAND DRYER W.H. -WATER HEATER LANDLORD, OR TENANT OF ANY DISCREPANCIES ENCOUNTERED ON THE � �,?��srFR••..;'9 H.P. -HORSE POWER, HIGH POINT W.I.B. -WALK IN BOX PLANS OR IN EXISTING SITE CONDITIONS PRIOR TO SUBMISSION OF BID. ' � ' `t Fa' -:GN BATT � PLUMBING W.P. WP• -WATER PROOF D. CONTRACTOR, DURING PRE -BID SITE VISIT, SHALL TAKE NOTICE OF ANY _ ; No. aROOSiooso N_ W.W.F. - WELDED WIRE FABRIC VISUALLY APPARENT CODE VIOLATIONS AND ALLOW IN HIS /HER BID FOR STATE of INSULATION W.W.M. - WELDED WIRE MESH CORRECTING SUCH VIOLATIONS. E WORKPotTH OTHER TRADESNED TO COORDINATE ITEMS IN THEIR SCOPE OF ,gR�HITEG�� °��`` RIGID F. THESE NOTES APPLY TO ALL SHEETS. �' ",,,,,,,,,,,1`� INSULATION ELECTRICALSHEET TITLE *ASTERISK DENOTES REVISION /REISSUE DATE I INDEX SHEET NUMBER OF SHEETS PROJECT NUMBER 8001 -0611 SITE LOCATION LOT 5 IN WEST CARMEL MARKETPLACE CARMEL, INDIANA LAT 39 °55'48" N I LONG 86 °13'53" W D z cn 0Cf) c = m 0 BURGER KING PROJECT SITE &DRAINAGE PLAN WEST CARMEL MARKETPLACE US 421, MICHIGAN ROAD CARMEL, INDIANA DATE APRIL 19, 2007 CERTIFIED BY STEPHEN D.-SERVIES ;'P.E.1 P.L.S. PROFESSIONAL LAND SURVEYOR INDIANA LICENSE NO. S0067 PROFESSIONAL ENGINEER INDIANA LICENSE NO. 14901 RAYL SURVEYING & ENGINEERING, INC. 1940 E. 53rd STREET ANDERSON, IN 46013 (765) 643 -5614 LAND BOUNDARY DESCRIPTION A Part of Block H In the Secondary Plat for West Carmel Marketplace as per plat thereof recorded September 26, 2006 In Plat Cabinet 4, Slide 149 as Instrument No. 200600056955 in the Office of the Recorder of Hamilton County, Indiana and also being part of Section 7, Township 17 North, Range 3 East, Hamilton County, Indiana, described as follows: Commencing at the Northeast comer of the Southeast Quarter of said Section 7; thence South 88 degrees 44 minutes 27 seconds West 1,106.46 feet along the North line of said Southeast Quarter; thence South 00 degrees, 37 minutes 40 seconds East 1.255.30 feet; thence South 88 degrees 40 minutes 49 seconds West 1.432.61 feet to the Easterly Right -of -Way line of U.S. Highway 421; hence along said Easterly Right -of -Way line North 18 degrees 19 minutes 42 seconds West 26.76 feet to the POINT OF BEGINNING of this description: thence continuing along sold Easterly Right -of -Way line the following two (2) courses: 1) North 18 degrees 19 minutes 42 seconds West 55.96 feet; 2) North 21 degrees 11 minutes 28 seconds West 117.30 feet; thence North 69 degrees 03 minutes 23 seconds East 274.51 feet; thence South 20 degrees 56 minutes 37 seconds East 173.20 feet; thence South 69 degrees 03 minutes 23 seconds West 276.55 feet to the POINT OF BEGINNING, containing 1.0192 acres, more or less. Also known as Lot 5 In the Secondary Re -plat of West Carmel Marketplace per plat thereof recorded December 14, 2006 In Plat Cabinet 4. Slide 208 as Instrument No. 2006074178 In the Office of the Recorder of Hamilton County, Indiana. INDEX SHEET DESCRIPTION REVISION DATES C1 TITLE SHEET C2 EXISTING SITE C3 PROPOSED SITE C4 GEOMETRIC PLAN C5 STORM WATER PLAN C6 GRADING PLAN C7 UTILITY PLAN C8 DETAILS C9 DETAILS C10 SANITARY DETAILS C11 CONSTRUCTION SPECIFICATIONS C12 SANITARY SEWER SPECIFICATIONS C13 CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN C14 CONSTRUCTION STORMWATER POLLUTION PREVENTION DETAILS 111,11 11111rIl �.` ��.' •�r�5 TES "; • �t�` �'� . ftb ft. �t • Q NO. . :. 9500299 STATE OF 1� .119 INC. 1. 40 EA-(: E)-T .S_3 r-d _1: E)TizE ET ANDE2�ON, INDIANA 401.3 (70.5) (2-54-3-.5014 fax: (70S) 04,3 -1874 mail @roylengineering.com v✓ww.roylengineering.com PROJ: DAUSM -10A -1874 LAYER MGR: TITLE LAYOUT. TITLE F: \LDR2 \1874 \dwg \1874_Site.dwg IN, 1 STR No. 12822 D M MH NLEV 885.01 f"b 30 "0 RC INV S 878.22 30 "0 RC INV N 878.26 STR No. 1284 CURB INLET -GUT ELEV 883.79 \ 12 "0 N INV 879.74 4 "0 BLK PIPE E INV 880.24 12"0 S INV 879.74 / G) 4"0 BLK PIPE W INV-$0 ycn u, 'p- G)- ��b PA WD Oco n +� STR No. 1285 CURB INLET ` GUT ELEV 883.84 1 120 RCP N INV 880.41 / W ire + _ -------- �5 12-0 RCP S INV 880. 44 � ST '28a CURB INLET � o ell ELEV 883.63 - + i " i \ \ 4 "0 BLK PIEE.E-JNV 880. 5� 4!!0-BLK PI INV-880.19 ____ - ' 3 N ; �2 \ � � \ a STR No. 1281 CURB INLET STR No. 1278 STORM MH GUT ELEV 882.17 ►� / �_ �-�� t I N RIM EL�V 882.76 \ \ , \ - - -_ __ " 12"0 RCP W INV 878.82 LOT 5 e) �o� , � � \ � 30 "0 RCP �NV N 876.93 " \ � %- +1 \ 150RCPINV E878.31 2't 0 BLK PIPE N INV 879.56 \ 30"0 RCP INY S 876.90 STR No. 12 B INL T . 092 A C 4 7 56 7.5 SQ FT o IN W 86 CU ( 15 0 RCP 879.16 883.77 GUT ELEV r5 12 , o ^ h 12"0 N 1�' V 880.65 4 "0 BLK PIPE NW INV' 880. o Q u + L oc H A SECONDARY REmIPLA"T B \ \ \ \., STR Na 1280 CURB INL \ 1 � GUT ELEV 882.22 N�L N EVES T CA RBI iRA RETPLA " 3 \ EL �;,_ � � �3•, 12 0 RCP "E INV 878.71 �3 6 "0 BLK PIPE S IRV 878.92 �� 15 "0 RCP IN -L,Ey% \ " STR No. 1329 CURB IN ET >>' _ \ ` a 15 O RCP 78.67 v g� PC 4 SLIDE 208 EINV+79.57 { R GUT ELEV 88311 �, y �- n , 0 BLK PIPS \N INV 879.36 6"0 BLK PIPE N INV 880.4 \ gg _ \ 00 b 6 "0 BLK PIPE S INV 880.0`' " �� n� INSTRUMENT Ho. 20060741,378 _U0 Lp 12 0 W INV 880.01 v � \ ���, , � \ \ ���� 14 \ \ / + N + I.I, STR No. 1330 CURB INLE GUT ELEV 883.00 - 6 "0 BLK PIPE N INV 880.20 6 "0 BLK PIPE S INV 880.30 STR o. 1277 STORM MH 12"0 W INV 880.22 1 �;� �2 ��2ati �2 - - _SOB._ - - ---- /� N RI r LEV 883.21 I 1� w 0 1:s I I g3`L$ 30 "0 R ` P INV N 876.20 � + ---- - --}- - - - - a " 30 "0 R INV E 876.18 r� _ - - - - _ 15 "0�CP INLET - -PWALE NE (NV 879.46 15"03 RC NV SW 879.19 TOB-- . 3 �N J - - - STR No. 1332 SAN MH ` ��'i1 �` \,5�° _ + _ _ _ _ _ _ _ - - y� - - - - - - - - - _ (4) POWER - : ,2- - (5) POWER N RIM ELEV 882.79 TELEPHONE TELEPHONE (1) TELEPHONE z� 10 "0 PVC PIPE N INV 870.54 ` a�a3'� ®� +�g2 � w Z (1) CABLE 6 VERTICAL 10 w 10 "O PVC PIPE S INV 870.58 ���g PVC PIPE ° 1 a- a 8 "0 PVC PIPE W INV 870.60$a� \� v F- --1 " I Par t7 v 7Z vg3$� b 9200 Z Cn O Cn ;u C = m O 0' 20' 40' SCALE: 1 " = 20' PROJ: DAUSM -10A -1874 LAYER MGR: EXISTING-SITE LAYOUT: EXISTING-SITE F: \LDR2 \1874 \dwg \1874_Site.dwg Z O U) I- 0 Z I` o Z Q o N II Q U --3 w _I m boo W Of Q U 0� = J a. 0 cn 0 U u- w U Q LLL � wz Z= Q 0 ti 0 0 N W H I D W U) 0 CL 0 ai ai U) I 70 v ti N U U O L C cu -1 J z cnn O� c = m 0 U 0' 20' 40' p U) SCALE: 1 " = 20' j w i i / / w / F- / � Q O Z sb CN CD m / w w a wU LL / / / / ,�pp0 200 �� R1S00, \ UJ E / / W Z l9 i / 33 D0 • PR�p. \ L i � � N / / / h5• R3 oo• o GMMON \ G 10 �° � � Z rn r c, n cu R3.00' ��' ° m X / 20 � _ L , � E ?' O QL 6 c W C�C 250 ' _ ,_ • -< < Z LD cu / 200,'. , �Op j f , i ,•i` - 'F tfk< \ O T \ \ 5A • `_CON aETE ' ' ` cu 0 co 0 1 <' � 5 w _ CON CRTET > _0 r.f \ ffnn tton 00' \ w < L L W \ `t 0. < o t ° 11 NV* cl o CONCRETE..`. 0 ` ` d 0 bA U V W Z U) � � U t o 6 55 o Z Q — s NOTES: / � 2 z W ALL DIMENSIONS TO FACE OF CURB J J �' / C� w UNLESS OTHERWISE SPECIFIED. W O ALL CURB RADIUS 5.00 UNLESS 00 Q Q OTHERWISE SPECIFICE. U U 5.00' WIDE SIDEWALKS INCLUDING CURB. W ` PAVEMENT SECTION "A" D. S PAVEMENT AREAS NOT MARKED "A" OR °F' °° .�` �33�'y Q "CONCRETE" 11 11 w�`` T ` • i5 TE" R `` CONCRETE ARE PAVEMENT SECTION B �:: ��� N. Rio ".:(p * ' 9500299 ' := PAINT CROSSHATCHING IN 13 :, STATE 0F •:�� l � MARKED AREAS TRAFFIC MARKINGS DATE: 19 APR 07 SHEET NO. PROJ: DAUSM -10A -1874 4 LAYER MGR: GEOMETRIC PLAN LAYOUT: GEOMETRICS F: \LDR2 \1874 \dwg \1874— Site.dwg t a M N LO r r ti O O N Z Q J I 0 I-- U) 7q N CO I ti co ti co N w N U N O i .a C CO J J -Pp PI\ +�p5b 3� + ;oL- D Z CA 0 J) C = m 0 0' 20' 40' SCALE: 1 " = 20' 885.14 ' L c A F8-8-5.-40 -G-1 ` ';. r; fi 885.50G 885.40 TC 886.00 TC - - c 885.50 t - \ 881550 (, 885:33 ` < 885.; 885.50 as < 885.63 885.50 885.70 1G 1 Tr DETAIL OF DUMPSTER AREA AND RELATED SIDEWALKS PROJ: DAUSM -10A -1874 LAYER MGR: GRADING PLAN LAYOUT: GRADING—PLAN F: \LDR2 \1874 \dwg \1874_Site.dwg U) Z 0 U) w Of Z W U M� W 0 Q r� /�/ 1 f o- O N Z Q II Q Z CD W Z Q m Q UCO � Q w J m W W ., J W � U W Q U m = J a. 0 to o U IL m Cn W W E WL O r u u t Z Q L U) Z -4 Z���� U) cn aa) X E O ca W o Z Z go ca Q � U U� [L- cf) Z > 0 l� Q w aca _Z _Z C) -� W W -o > W OC Z Z o �s �� Z W o r. D. • 9�'.cf' co. 4Q,; N� O . 1 r R 9500299 _.,a c_ STATE OF r�1• •'• /NO NAL DATE: 19 APR 07 SHEET NO. C6 W U Q Z CD W Z Q Z Q � Q Z Z W J ., J W � U W m Q Q UU Cn W D. • 9�'.cf' co. 4Q,; N� O . 1 r R 9500299 _.,a c_ STATE OF r�1• •'• /NO NAL DATE: 19 APR 07 SHEET NO. C6 m IL co v LO ti 0 0 N V— _W H J H M 7q U U) qqT I ti rn ti co N w U U U O L f1 C (a J J 5' 6x6,10/10 WWF 6" /3/8" CONTROL JOINT 4" a 20' COMPACTED SUBGRADE Q 14- 4" COMPACTED AGGREGATE L-' 3" 2" R PARKING SURFACE (SEE DETAIL) INTEGRAL CURB AND WALK WI PAVEMENT SECTION DETAIL 9.0" INDOT #53 CRUSHED AGGREGATE SUB -BASE PER INDOT STANDARD SPEC, SEC 905 2.5" H.M.A. SURFACE COURSE #8 PER INDOT STANDARD SPEC, SEC 400 IFTACK COAT PER INDOT STANDARD SPEC, SEC 902 1.5" H.M.A. BASE COURSE #11 PER INDOT STANDARD SPEC, SEC 400 x ��' \i��i� SUB -GRADE - COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D -1557 PARKING LOT PAVEMENT SECTION "A" DETAIL I te�see� PARKING SURFACE (SEE DETAIL) STANDING CONCRETE CURB 9.5" INDOT #53 CRUSHED AGGREGATE SUB -BASE PER INDOT STANDARD SPEC, SEC 905 3.5" H.M.A. SURFACE COURSE #8 PER INDOT STANDARD SPEC, SEC 400 IFTACK COAT PER INDOT STANDARD SPEC, SEC 902 1.5" H.M.A. BASE COURSE #11 PER INDOT STANDARD SPEC, SEC 400 SUB -GRADE - COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D -1557 PARKING LOT PAVEMENT _3' 9" SECTION "B" DETAIL _ 01) PAINTED TRAFFIC ARROWS 4' 9" WA #4x2' -0" DOWELS AT 1' -4" O.C. MIN. 3 —BAR IN 5' -0" WIDTH EDGE OF WALK AGAINST BUILDING OR LANDSCAPE AREA w w WALK SEE CURB DETAILS DETECTABLE WARNING STRIP MIN. 2' -0" WIDE FLUSH WITH PARKING SIGN POST W ACCESSIBILITY SYMBOL & "VAN ACCESSIBLE" SIGN MOUNTED BELOW. EDGE OF WALK ( AGAINST LANDSCAPE OR BUILDING TYP. ACCESSIBLE RAMP. DETECTABLE W STRIP MIN. 2' -0" WI WH EELSTOP PAINTED ( BLUE REFLECTIVE 4" PAINTED STRIPIN V-6" O.C. AT 45 IN FRONT OF RAMP ( BLUE REFLECTIVE PAVEMENT MAX. SLOPE 2% IN ALL DIRECTION �IIIIIIIIIII'I�IIIIIII'IIIIII�; •G . 'TABLE "sue -.y'• if �.r -.�,'Y .�.'L."'\, �i+s�� `e��. ?i _w. a... D + 24" z Q Q Q 11111111m'S41 U Z m w _1 m W Q U � = J tl 0 cn 0 U u- WALK SEE CURB DETAILS DETECTABLE WARNING STRIP MIN. 2' -0" WIDE FLUSH WITH PARKING SIGN POST W ACCESSIBILITY SYMBOL & "VAN ACCESSIBLE" SIGN MOUNTED BELOW. EDGE OF WALK ( AGAINST LANDSCAPE OR BUILDING TYP. ACCESSIBLE RAMP. DETECTABLE W STRIP MIN. 2' -0" WI WH EELSTOP PAINTED ( BLUE REFLECTIVE 4" PAINTED STRIPIN V-6" O.C. AT 45 IN FRONT OF RAMP ( BLUE REFLECTIVE PAVEMENT MAX. SLOPE 2% IN ALL DIRECTION _mm Q ONE HANDICAP PARKING DETAIL PAVEMENT FULL DEPTH GRANULAR GRADE "B" BORROW BACK FILL & BEDDING TRENCH DETAIL (IN PAVEMENT AREAS) TOOLED JOINTS AT 3" O.C. BROOM FINISH CONCRETE CUT EXIST. WALK FOR NEW ACCESS RAMP FACE OF WALK OR CURB EDGE OF RAMP TO BE FLUSH WITH PARKING LOT SURFACE NATIONAL STANDARD ACCESSIBILITY SYMBOL PAINTED ON PAVEMENT. ( BLUE REFLECTIVE ) REF. DET. 2/A122 loolle 6" III III II VARIABLE III III I I I III III li 3. 12 _ D + 24" 40 v, as FINISH GRADE EARTH BACK FILL GRADE "B" BORROW BACK FILL & BEDDING TRENCH DETAIL (NON- PAVEMENT AREAS) 6" HANDICAP SIGNAGE LK =TE PROJ: DAUSM -10A -1874 LAYER MGR: DETAILS LAYOUT: DETAILS_01 F: \LD R2 \1874 \dwg \1874_S ite.dwg z O U) > w w Q 0 co o •G . 'TABLE "sue -.y'• if �.r -.�,'Y .�.'L."'\, �i+s�� `e��. ?i _w. a... D + 24" _mm Q ONE HANDICAP PARKING DETAIL PAVEMENT FULL DEPTH GRANULAR GRADE "B" BORROW BACK FILL & BEDDING TRENCH DETAIL (IN PAVEMENT AREAS) TOOLED JOINTS AT 3" O.C. BROOM FINISH CONCRETE CUT EXIST. WALK FOR NEW ACCESS RAMP FACE OF WALK OR CURB EDGE OF RAMP TO BE FLUSH WITH PARKING LOT SURFACE NATIONAL STANDARD ACCESSIBILITY SYMBOL PAINTED ON PAVEMENT. ( BLUE REFLECTIVE ) REF. DET. 2/A122 loolle 6" III III II VARIABLE III III I I I III III li 3. 12 _ D + 24" 40 v, as FINISH GRADE EARTH BACK FILL GRADE "B" BORROW BACK FILL & BEDDING TRENCH DETAIL (NON- PAVEMENT AREAS) 6" HANDICAP SIGNAGE LK =TE PROJ: DAUSM -10A -1874 LAYER MGR: DETAILS LAYOUT: DETAILS_01 F: \LD R2 \1874 \dwg \1874_S ite.dwg z O U) > w w Q 0 co o z Q Q Q U o Z m w _1 m W Q U � = J tl 0 cn 0 U u- 0 W q q Y Q, (omm �zw�CL Q tl L Ln°z4�mrn CD - a� c � 0 z cl) O v L L Ern O W 4- r z Z U O U to Q cu U U 0 EN z w�— >7 U U Q w z z Q cu �c u -v, w W .o > W z Z Q Z o� W w U Q nJ W � Q Z — Z wJ� C�ww 00 Q Q UU U) w U) J w 0%1111 I • y r ` 9500299 C � s STATE OF 4 NAL 4111t111t`o� • • Q 0 N ti 0 C) N r 0 cn I J w 0 r� ai I ti co c" 3 co N of N U O i C Co J J Q rn N co N r ti O O N CD r N O I U) _J Q W 0 CT) N I ti co v ti co N Ix U N O L C (u J J NOTE:ALL SLAB AND CRAWL SPACE CONNECTIONS MUST BE A MINIMUM OF 3' BELOW THE FOOTER AND EXIT THE BUILDING AT THE FRONT OF THE STRUCTURE TO PROVIDE THE SHORTEST, MOST DIRECT ROUTE FROM THE BUILDING TO THE EXISTING LATERAL STUB. ,r—. TEMPORARY GLUED CAP 4" SEWER 6' MINIMUM. SEE SANITARY SEWER TRENCHING, BEDDING AND BACKFILL DETAIL 10PV \D A CZ "# ' Q��G1ST£R�p No. 19300219 - STATE OF ZONAL F.�.��� �,�nrrn»nnoimru`; 3' MAXIMUM CLEANOUT TYPE 1 (ONLY LANDSCAPED SURFACES WITHIN THREE FEET OF BUILDING) 6" PVC CAP FINAL GRADE 6" PVC PIPE — TRACER WIRE (6' X 6" X 6 ") TEE -WYE " SEWER LATERAL CLAY TOWNSHIP REGIONAL WASTE DISTRICT .CTRWD- TYPE 1 CLEANOUT DETAIL Schneider Date 12/06/06 File T: \6K\6366 \001 \DTGS\DETAHAlN- DTIS.DTG NOTE: CASTING SHALL BE INSTALLED SO THAT THEY DO NOT CONTACT THE LATERAL OR LATERAL CAP. 20" VESTAL CASTING WITH 12' LID, LETTERED 'SEWER CLEANOUT WITH PENTAGONAL BOLT/LOCK HDPE PIPE TO EXTEND 6' PVC C MINIMUM 3' ABOVE STONE 20'0 FRATCO HDPE METER PIT, 7.2 LBS/FT, MIN. 3' DEEP OR EQUAL 6' FROM TOP OF PIPE TO BOTTOM OF METER PIT. CONTRACTOR SHALL NOT ALLOW METER PIT TO CONTACT LATERAL/TEE -WYE CONCRETE CAP. Nw- Fp .. No. .� 19300219 ;0 STATE OF mrmnnnm►� MINIMUM 1" do MAXIMUM 4' CLEARANCE FROM TOP OF CAP TO BOTTOM OF CASTING - TRACER WIRE �- FINAL GRADE CLEANOUT TYPE 3 (GRASS at LANDSCAPE SURFACES BEYOND THREE FEET OF BUILDING) .6" CLEARANCE FROM TOP OF PIPE TO TOP OF STONE 6' MINIMUM (TYP.) 6 SDR35 PVC PIPE (6' X 6' X 6') TEE -WYE 6' SEWER LATERAL CLAY TOWNSHIP REGIONAL WASTE DISTRICT • CTRWD- TYPE 3 CLEANOUT DETAIL Schneider Date 12/06/06 File T: \6A6366 \00ADTGs\DIffm SIIN- DTIS.DTG NOTE: COVER FITTING AND STAINLESS STEEL. STRAPS MATH PLASTIC WRAP AND ENCASE WITH ONE FOOT OF MIXED CONCRETE IN ALL DIRECTIONS RIGID PVC HARCO SADDLE WYE RUBBER GASKET # 255 -XXX OR EQUVILANT MAIN SEINER LINE 0__ Jill lor CY STAINLESS STEEL STRAP TWO FOR EACH SIDE SADDLE MUST BE AT AN AI OF 45 DEGREES �g`� v\D A �l ��''''''b., Q•. , �� Q : �GISTE�•- '� No. -� 19300219 �O : STATE OF 4�1` ' AHD...... /4NA �nnunnnna'� Ift AV NJC rfnTOF MIXED CONCRETE DER ENTIRE SADDLE SADDLE TEE DETAIL CLAY TOWNSHIP REGIONAL WASTE DISTRICT •CTRWD• SADDLE TEE DETAIL Schneider �aoln+. Date 12/06/06 File T: \8K \6386 \001 \DTGSkDSrMAIN- DTIS.DTG TRENCH BOX OR OTHER MHA ACCEPTABLE TRENCH SAFETY SYSTEM 1/2 D + 12" FOR PVC PIPE 1/2D +6" FOR DI 1/2 D SEE FIRST LAYER BEDDNG TABLE BELOW #2 STONE AS REQUIRED BY ENGINEER FOR UNSTABLE SOE CONDITIONS - DEPTH M STABLE GRO= PER ENGI M Of VADTH MAXIMUM 10 FEET AT TOP OF EXCAVATION TRENCH WIDTH SHALL NOT EXCEED BOX VADTH BY MORE THAN 1.0 FOOT L�7 FIRST LAYER BEDDING TABLE PIPE SIX 6" 1015 18' OVER BEDDING BEM THE 1 PIPE BARREL AND BEL = 6" MmmLI 11 - 10" "CLEAN" BALI u MATERIAL. FREE OF ROCKSr ETC. LARGER THAN r OR OTHER EXTRANEOUS MATERL (COMPACT TO PREVENT SETLLE11104 N AREAS WMy 5' OF ROAD SURFACE; BACK U PER REQUIREMENTS OF IMM DEPARTMENT OF TRMJSPRTA70 AND COMPACT FILL TO 95% MODIFIED PROCTOR DEN M NUMBER 8 CRUSHED STONE OR NUMBER 8 FRACTURED FACE AGGREGATE FILL MATERIAL, IS TO BE PLACED FROM 6 NM BE= TO 12 100 ABOVE THE PIPE THE TRENCH SHOULD BE A MIMN OF 18 MM ME, SHOVEL SL= HAND TAMPED AND WXKED N. is CRUSHED mw %m sm. HAND TAMPED AND WALKED N. (BELL HOLE EXCAVATED) SEWER AS PER CONSTRUCTION PLANS PIPE SIZE A B UP TO 1 3 -0 EAST JORDAN 1050 -Z1 OR NEENAH R- 1712 -B 18' AND GWATER D + 24" EAST JORDAN 1050 -Z1 WT OR NEENAH R- 1916 -E � Z \D A � y�' / / %,m OP ��Srf'V*l SANITARY SEWER TRENCHING. No. 19300219 - BEDDING AND BACKFILL DETAIL STATE OF �NDIANP: ' NO pN AL L _ CLAY TOWNSHIP REGIONAL WASTE DISTRICT b •CTRWD- SANITARY SEWER BEDDING AND Schneider BACKFILL DETAIL �. IL Date 12/06/06 File T: \6K\ 6366 \OOADTGS\DBTMAIN- DTIS.DTG (4) 3/8" x 3" STAINLESS STEEL ANCHOR BOLTS (TYPICAL) FINISHED GRADE (SLOPE AWAY FROM CASTING) 4" PRE -CAST CONCRETE ADJUSTING RINGS MINIMUM (1) (TYPICAL) PRE -CAST CONCRE ADJUSTING RING OR FLANGE OF CASTING WET GROUT BED JOINT DETAIL INFLUENT \ \ ALL JOINTS SHALL BE SEALED BY A 1/2- OR 3/4" HAMILTON SOUTHEASTERN UTILITIES, INC. ( "HSE ") APPROVED FLEXIBLE BUYTL RESIN CONCRETE SEALANT (ROPE) CONFORMING TO ASTM C 990. COMPOSITION AND THICKNESS OF MATERIAL SHALL BE DEPENDENT ON SEASON OF INSTALLATION AND AS DIRECTED BY HSE. CONTRACTOR SHALL GROUT ALL INTERNAL JOINTS WITH NON- SHRINK GROUT. TO UNDISTURBED EARTH (12" MINIMUM) "CLEAN" SAND BACKFILL TO INFLUENT AND EFFLUENT PIPES. MANHOLE CASTING TABLE LOCATION MODEL COVER 18" INCHES OR MORE ABOVE 100 YEAR FLOOD ELEVATION OF ALL WATERWAYS EAST JORDAN 1050 -Z1 OR NEENAH R- 1712 -B HEAVY DUTY SOLID LESS THAN 18" ABOVE 100 YEAR FLOOD ELEVATION OF ALL WATERWAYS EAST JORDAN 1050 -Z1 WT OR NEENAH R- 1916 -E HEAVY DUTY SOLID LID OWNERSHIP LETTERING PRIVATE "SANITARY SEWER" ALL CASTINGS TO BE SUPPLIED WITH FOUR (4) ANCHOR BOLT HOLES NOTE: TOP OF CASTING SHALL EXTEND n nn CCCT ►IIAll►I11 \I AMrl \rc CIAIICI -1171 r%MAnE' NOTE: 1) GREASE TRAP SHALL CONFORM TO ASTM C 478 UTILIZING 4,000 PSI CONCRETE. CONTRACTOR MAY SUPPLY GREASE TRAP AS MANUFACTURED BY ZURN SERIES Z -1170 OR JAY R. SMITH MANUFACTURING COMPANY SERIES 8000. 2) EXTERIOR INSTALLATION MUST BE CONCRETE OR CAST IRON. STEEL GREASE TRAPS SHALL ONLY BE INSTALLED INSIDE A BUILDING. FRAME AND COVER (SEE MANHOLE CASTING TABLE FOR DETAILS) (TYPICAL) 24" RCP RISER CORE DRILLED OPENING WITH RESILIENT CONNECTOR OR CAST IN PLACE A -LOC OR HSE APPROVED EQUAL. (TYPICAL ALL PIPE PENETRATIONS) —� EFFLUENT ' VU I JIUC UIHMC I Cf� -T 1 r VEC t'I'CC —IiHJ I NOTE: 1) GREASE TRAPS MUST BE SIZED ACCORDING TO THE INDIANA STATE BOARD OF HEALTH BULLETIN S.E. 13, "ON -SITE WATER SUPPLY AND WASTEWATER DISPOSAL FOR PUBLIC AND COMMERCIAL ESTABLISHMENT ". SECTION 501 - "GREASE TRAPS" AND PER LOCAL REQUIREMENTS OR CODES. THE SIZING METHOD FOR ALL STRUCTURES MUST BE APPROVED BY HSE. 2) SHOP DRAWINGS MUST BE SUBMITTED TO HSE FOR REVIEW AND APPROVAL. EXTERIOR GREASE TRAP DETAIL NO SCALE INDIANA STATE DEPT OF HEALTH APPROVED 1,250 GALLON GREASE INTERCEPTOR HARTFORD CONCRETE PRODUCTS, INC 1400 N WABASH AVE PO BOX 650 HARTFORD IN 46705 HARTFORD MODEL No.1250GI -6062A OR EQUIVALENT NOTES: 1) ALL SHIP -LAP JOINTS, PVC RISERS, GRADE RINGS & INSPECTION LIDS MUST BE SEALED WATERTIGHT WITH CS-440 BUTYL SEALANT. DESIGN CRITERIA: 1) EARTH COVER 2 FT MAX 2) NO CAR OR TRUCK TRAFFIC OVER UNIT 3) NO GROUND WATER 4) CONCRETE MINIMUM COMPRESSIVE STRENGTH: FC = 4,500 PSI @ 28 DAYS 5) REINFORCEMENT STEEL: ASTM A706, Fy = 60,000 PSI 6) REINFORCEMNET WIRE: ASTM A185 -94 7) DESIGN SPECIFICATIONS: ACI 318, CASTING WEIGHTS: TOP CASTING .............5,581 LBS. BOTTOM CASTING..... 4,785 LBS. TOTAL .......................10,366 LBS. GREASE INTERCEPTOR CAPACITY: ACTUAL GALLONS LIQUID ......... 1,321 ACTUAL GALLONS SCUM .............276 NO CORE WILL BE PERMITTED WITHIN 6" OF INTERNAL OR EXTERNAL JOINTS. 6" REINFORCED CONCRETE �c DISTANCE MAY BE INCREASED BASED ON THE CONSTITUENTS OF THE WASTE WATER FLOWS. CONSULT HSE PRIOR TO SHOP DRAWING SUBMITTAL. �c MINIMUM LIQUID DEPTH MAY BE REDUCED ON A CASE -BY -CASE BASIS AS APPROVED BY HSE. — 6" MINIMUM CRUSHED #8 STONE MAT FOR LEVELING AND SUPPORT #2 STONE AS REQUIRED BY HSE FOR UNSTABLE SOIL CONDITIONS - DEPTH TO STABLE GROUND PER HSE. PROJ: DAUSM -10A -1874 LAYER MGR: DETAILS LAYOUT: DETAILS_SAN F: \LDR2 \1874 \dwg \1874_Site.dwg U) Z _o 07 > tY H Q C': 11.1 U Q J 0. 11.1 Z Z v Q Q Q Z uj J _I (D WW 0� :E2 MD W < Q UU VJ LL1 `,��tttttuttrri,�i `�`����N D' S<CR�'��i ST • Q No. p A s 9500299 a: STATE OF • " No I oNA L U) Q w cl Q Z Q U) DATE: 19 APR 07 SHEET NO. C10 o 00 V_ w Z Q Q Q UC:) Z m 3 w J m W � Q U c� = -1 a 0 cn 0 U IJ_ T W E t Ill ty q v, u �Q��rnrn Q L mz4 mrn (D N N Z l9 �� � 6Q Cu t X E 0 0 W 41-1 F m O T Z z0 d occ Q°' U �Cu LL N z N w Z Q �- _z () -� W W U) -o > W Z CO ] ''Znn V s < Z W o� 11.1 U Q J 0. 11.1 Z Z v Q Q Q Z uj J _I (D WW 0� :E2 MD W < Q UU VJ LL1 `,��tttttuttrri,�i `�`����N D' S<CR�'��i ST • Q No. p A s 9500299 a: STATE OF • " No I oNA L U) Q w cl Q Z Q U) DATE: 19 APR 07 SHEET NO. C10 STREETS 1. SCOPE OF WORK: The work required under this section includes all concrete and bituminous paving and related items necessary to complete the work indicated on drawings and described in the specifications, including but not limited to: All streets, parking areas in contract limits Curbs and gutters Sidewalks and concrete slabs, exterior steps. 2. MATERIALS: A. Concrete: Concrete shall be ready -mixed concrete and shall be a mix of proportioned fine and coarse aggregates with Portland cement and water. Minimum cement content shall be 6 bags per cubic yard of concrete and maximum water content shall be 5.5 U.S. gallons per sack of cement, including moisture in the aggregate. Slump for normal weight concrete shall be a maximum of 4 inches and a minimum of 2 inches. The slump of machine placed concrete shall be no less than 1 1/4 inches nor more than 3 inches. Standard test ASTM C -143 shall be used to measure slump. Compressive strength of concrete at 28 days shall be 4000 psi. All exterior concrete shall have air entrainment of 5 % to 8% by volume per ASTM C -260. Retempering of delivered concrete will not be allowed. The owner shall provide and pay for testing of concrete delivered to the job for compliance with these specifications. Test results will be submitted to the Engineer for review. Concrete shall be composed of. 1. Portland cement: Conforming to ASTM C -150, Type 1A or Type 111A. 2. Aggregates: Conforming to ASTM C -33. 3. Water: Shall be clear and free from injurious amounts of oils, acids, alkalis, organic materials or other deleterious substances. B. Welded Steel Wire Fabric: Where required for concrete reinforcement shall conform to ASTM A 185. C. Premoulded Joint Filler: Shall be of non - extruding type meeting ASTM D -544, except that premoulded joint filler used in concrete walk construction may be either non - extruding or resilient. D. Bituminous Pavement Materials: All materials proposed for the construction of bituminous pavements shall comply with the Indiana Department of Highways Standard Specifications, per latest revisions. E. Compacted Aggregate Subbase: Shall be crushed stone or gravel. Crushed gravel shall be a minimum of 35% crushed material. Chert shall be limited to a maximum of 8 % of the total. Material shall be free from an excess of flat, elongated, thinly laminated, soft or disintegrated pieces, and shall be free from fragments coated with dirt. Compacted aggregate shall be graded as follows: Sieve Size % Passing 1 1 /2" 100 1" 80 -100 If 3/4�� 70 -90 1/2 55 -80 #4 35 -60 #8 25 -50 #30 12 -30 #200 5 -10 F. Lime - Pozzolan Stabilization: Acceptable additives for lime - pozzolan stabilization will contain free lime as calcium oxide and be pozzolanic (self cementing) such as Calciment. 1. Total calcium and magnesium oxide (nonvolatile basis) minimum percent -55. 2. Available calcium hydroxide (rapid sugar test ASTM C 25) plus total MgO content calculated to be equivalent Ca (OH)2 (available CaO) + ( %MgO) (1.828). Minimum percent -25. 3. Loss on ignition (carbon dioxide plus moisture combined free max percent -40. 4. Free water (as received) max % -4. 5. Sieve Analysis Max. Percent No.4 5 No. 30 10 No. 100 25 Note: Engineer reserves the right to test any or all loads during the course of the project to assure quality stabilization reagent parameters. 3. APPLICATION: A. Grading: Do any necessary grading in addition to that performed in accordance with Earthwork Section, to bring subgrades, after final compaction, to the required grades and sections for site improvement. B. Lime - Pozzolan Stabilization 1. Preparation of Subgrade: Subgrade shall be shaped to the proper grade and cross section prior to stabilization. All vegetation and other objectionable material shall be removed from within the limits of stabilization boundaries. No traffic will be allowed on prepared subgrade prior to paving. 2. Spreading: Additive shall be spread uniformly on the area to be stabilized where the mixing operation can be completed during the same workday. Prepare, transport, and distribute additive on the subgrade in a manner that will minimize dusting. Do not apply stabilizer when wind conditions may cause hazards to traffic, workmen, or adjacent property. a. Additive quantities: Clay /Loam 5-6% Sand 8 -9% 3. Mixing/Watering: the spreading of additive will be following immediately by a mixing operation utilizing rotate stabilizer or pulverizer that produces a homogeneous mixture of soil and additive, to a depth of 12 ". During this mixing operation potable water will be added, if necessary, to bring the moisture content 2 to 3 percent above optimum based on standard proctor. All clods and lumps must be reduced to 2 inch or less diameter. 4. Compaction: Compaction of the stabilized subgrade shall begin immediately after mixing or gradation is complete. The subgrade shall be uniformly compacted with a sheep's foot compactor capable of compacting 12 " of thickness with centrifugal force of 25,000 lbs. to 50,000 lbs. (example Cat CP 563) until compactor is no longer leaving depressions in the roadbed. 5. Finishing: When vibratory and static compaction is complete, the surface shall be shaped to the required lines, grades and cross sections. Compaction shall be finished with a smooth drum roller or wheel roller to seal the surface, minimize evaporation, and prevent wetting from heavy rains. No traffic shall be permitted on the completed subgrade until it has passed a proof roll. The curing period shall be from 3 -5 days due to specific site conditions at the discretion of the Project Engineer. C. Compaction of Subgrade: The first 6 inches below the subgrade shall be compacted to 100 % of the maximum dry density as determined by the provisions of AASHO T -99. Water shall be prevented from standing on the compacted subgrade. The owner shall provide and pay for compaction tests of the subgrade to insure compliance with these specifications. Test results shall be submitted to the Engineer. D. Utility Structures: Check for correct elevation of all manhole covers, valve boxes, and similar structures located within areas to be paved, and make, or have made, any necessary adjustments in such structures. E. Placing Concrete: 1. Subgrade: Place concrete only on a moist, compacted subgrade or base free from loose material. Place no concrete on a muddy or frozen subgrade. 2. Forms: All forms shall be free from warp, tight enough to prevent leakage and substantial enough to maintain their shape and position without springing or settling, when concrete is placed. Forms shall be clean and smooth immediately before concreting. 3. Placing Concrete: Concrete shall be deposited so as to require as little rehandling as practicable. When concrete is to be placed at an atmospheric temperature of 35 degrees F or less, paragraph 702.11 of the Indiana Department of Highways Standard Specifications latest revision shall be followed. F. Concrete Curb and Gutter: 1. Contraction Joints: Unless otherwise provided, contraction joints shall be sawed or tooled joints spaced 20 feet on center. 2. Finish: Tamp and screed concrete as soon as placed, and fill any honey combed places. Finish square corners to 1/4" radius and other corners to radii shown. G. Concrete Walks and Exterior Steps: 1. Slopes: Provide 1/4 inch per foot cross slope. Make adjustments in slopes at walk intersections as necessary to provide proper drainage. 2. Dimensions: Walks and steps shall be one course construction and of widths and details shown on the drawings. 3. Finish: Screed concrete and trowel with a steel trowel to a hard dense surface until water has disappeared. Apply medium broom finish and scribe control joints at 5 foot spacing. Provide 1/2" expansion joints where sidewalks intersect and at a maximum spacing of 50 feet between expansion joints. H. Curing Concrete: Except as otherwise specified, cure all concrete by one of the methods described in Section 501.17 of the Indiana Department of Highways Standard Specifications, latest revisions. I. Bituminous Pavement: Hot Mix Asphalt pavement shall be as specified in Section Hot Mix Asphalt 402 of the Indiana Department of Highways Standard Specifications, latest revisions. Paving will not be permitted during unfavorable weather or when the temperature is 40 degrees F and falling. J. Compacted Aggregate Subbase: The thickness shown on the drawings is the minimum thickness of the fully compacted subbase. Compaction shall be accomplished by rolling with a smooth wheeled roller weighing 8 to 10 tons. Compact to 90% compaction using Standard Testing Procedures. Along curbs, headers and walls and at all placed not accessible to the roller, the aggregate material shall be tamped with mechanical tampers or with approved hand tampers. K. Density Test: Density tests shall be performed on every 1 foot of fill and 50 feet apart on fill sections only. EARTHWORK SCOPE OF WORK: A. Extent: The work required under this section consists of all excavating, filling, rough grading and related items neccessary to complete the work indicated on the drawings and described in the specifications. 1. In general, the items of work to be performed under this section shall include: clearing and grubbing, removal of trees and stumps (where required), protection of trees to remain, stripping and storage of topsoil, fill compaction and rough grading of entire site as indicated on the drawing. 2. Excavated material that is suitable may be used for fills. All unsuitable material and all surplus excavated material not required shall be removed from the site. The location of dump and length of haul shall be the Contractor's responsibility. 3. Provide and place any additional fill material from off the site as may be necessary to produce the grades required. Fill obtained from off site shall be of kind and quality as specified for fills herein and the source approved by the Owner. 4. The Contractor shall accept the site as he finds it and shall remove all trash, rubbish and debris from the site prior to starting excavation. B. Work not included: The following items of related work are specified and included in other sections of these specifications: 1. Excavation, grading and backfilling for utility lines. 2. Storm drainage systems. 3. Sanitary sewer systems. 4. Water supply systems. 5. Streets and paving. 2. BENCH MARKS: Maintain carefully all bench marks, monuments and other reference points; if disturbed or destroyed, replace as directed by the owners' engineer. 3. REMOVAL OF TREES: A. Remove all trees and stumps from area to be occupied by road and surfaced areas. Removal of trees outside these areas shall only be done as noted on drawings or approved by the owner. B. All brush, stumps, wood and other refuse from the trees shall be buried onsite or burned with proper permits (where applicable). 4. PROTECTION OF TREES: A. General Protection: The Contractor shall be responsible for the protection of tops, trunks and roots of existing trees on the project site that are to remain. Existing trees subject to construction damage shall be boxed, fenced or otherwise protected before any work is started; do not stockpile within branch spread. Remove interfering branches without injury to trunks and cover scars with tree paint. 5. STRIPPING OF TOPSOIL: A. Remove topsoil to a depth of 6 inches (or move if required) from the areas to be occupied by roads, walks, buildings, and parking areas. Pile and store topsoil at a location where it will not interfere with construction operations. Topsoil shall be reasonably free from subsoil, debris and stones. 6. DISPOSITION OF UTILITIES: A. Rules and regulations governing the respective utilities shall be observed in executing all work under this section. B. It shall be the responsibility of each contractor to verify all existing utilities and conditions pertaining to his phase of the work. It shall also be the contractor's responsibility to contact the owners of the various utilities before work is started. The contractor shall notify in writing the owners or the owners' engineer of any changes, errors or omissions found on these plans or in the field before work is started or resumes. C. Where active utilities are encountered but not shown on the drawings, the Engineer shall be advised before work is continued. D. Inactive and abandoned utilities encountered in excavating and grading operations shall be reported to the Engineer. They shall be removed, plugged or capped as directed by the Engineer. 7. SITE GRADING: A. Grades: Do all cutting, filling, compacting of fills and rough grading required to bring entire project area to subgrade as shown on the drawings. B. Rough Grading: The tolerance for paved areas shall not exceed .10 feet above established subgrade. All other areas shall not exceed .10 feet plus or minus the established grade. Provide rounding at top and bottom of banks and other breaks in grade. STORM SEWER SYSTEMS 1. SCOPE OF WORK The work under this section includes all storm sewers, storm water inlets and related items including excavating and backfilling necessary to complete the work shown on the drawings. 2. MATERIALS A. Storm Sewers: 1. Corrugated Polyethylene pipe shall be A.D.S. N -12 or Hancor Hi -Q and shall conform to AASHTO M294 latest revision with joints conforming to ASTM D -3350 latest revision. 2. Reinforced Concrete pipe shall conform to ASTM C -76 latest revision with plain joints. B. Manholes: Precast reinforced concrete manhole sections and steps shall conform to ASTM C-478 latest revision 2. Castings shall be of uniform quality, free from blow holes, porosity, hard spots, shrinkage, distortion or other defects. They shall be smooth and well - cleaned by shotblasting or by some other approved method. They shall be coated with asphalt paint which shall result in a smooth coating, tough and tenacious when cold, not tacky or brittle. They shall be gray iron meeting ASTM A-48 latest revision. 3. Joints - manhole sections shall be jointed with rubber type gaskets. The rubber type gaskets shall meet ASTM C-433 latest revision. C. Subdrains: 1. Perforated corrugated plastic pipe subdrains shall conform to ASTM D -3350 and AASHTO H252. 3. APPLICATIONS: A. Permits and Codes: The intent of this section of the specifications is that the contractor's bid on the work covered herein shall be based upon the drawings and specifications but that the work shall comply with all applicable codes and regulations as amended by any waivers. Contractor shall furnish all bonds necessary to get permits for cuts and connections to existing sewers. B. Local Standards: The term "Local Standards" as used herein means the standards of design and construction of the respective municipal department or utility company. C. Existing Improvements: Maintain in operating condition all active utilities, sewers and other drains encountered in the sewer installation. Repair to the satisfaction of the owner any damage to existing active improvements. D. Workmanship: To conform to all local, state and national codes and to be approved by all local and state agencies having jurisdiction. E. Trenching: Lay all pipe in open trenches, except when the local authority gives written permission for tunneling. Open the trench sufficiently ahead of pipe laying to reveal any obstructions. The width of the trench shall be the inside pipe diameter plus 24 inches for 12 inches above the pipe. Sheet and brace trench as necessary to protect workmen and adjacent structures. All trenching to comply with Occupational Safety and Health Administration Standards. Keep trenches free from water while construction is in progress. Under no circumstances lay pipe or appurtenances in standing water. Conduct the discharge from trench dewatering to drains or natural drainage channels. Trenching and grade lines shall be maintained by lasers or other approved devices to assure proper slopes and lines are met. F. Special Supports: Whenever in the opinion of the Engineer, the soil at or below the pipe grade is unsuitable for supporting sewers and appurtenances specified in this section, such special support, in addition to those shown or specified, shall be provided as the Engineer may direct and the contract will be adjusted. G. Backfilling: For a depth of at least 12 inches above the top of the pipe, backfill with earth or granular material free from large stones, rock fragments, roots or sod. Tamp this backfill thoroughly, taking care not to disturb the pipe. For the remaining trench depth, backfill with earth or granular material containing stones, or rocks not larger than 4 inches. Backfill under walks, parking areas, driveways and street shall be granular material only - thoroughly compacted by approved methods. Trenches parallel to and within 5 feet of paved roadways shall be constructed the same. H. Manhole Inverts: Construct manhole flow channels of concrete, sewer pipe or brick, smoothly finished and of semi - circular section conforming to the inside diameter of the connecting sewers. Make changes in size or grade gradually and changes in direction by true curves. Provide such channels for all connecting sewers at each manhole. I. Subdrains: All subdrains onsite shall be of the size as shown and shall be placed as shown on the plans. They shall be constructed to the grades shown. All drains constructed offsite as part of the outlet drain will be located as shown. J. Utilities: It shall be the responsibility of each contractor to verify all existing utilities and conditions pertaining to his phase of the work. It shall also be the contractor's responsibility to contact the owners of the various utilities before work is started. The contractor shall notify in writing the owners or the engineer of any changes, errors or omissions found on these plans or in the field before the work is started or resumed. K. As- builts: As -built drawings to be provided to the Owner upon completion. L. Television Inspection Log: The contractor shall furnish to the city a legible taped television inspection record of the entire new storm sewer and a written record based upon the television inspection record prior to final acceptance by the Owner. PROJ: DAUSM -10A -1874 LAYER MGR: DETAILS LAYOUT: SPEC - GENERAL F: \LDR2 \1874 \dwg \1874_Site.dwg z 0 > W F_ 0 coo 0 U) Q Z T 0 Z Q Q Q CD E E U o Z m Q o0 W W Q .J UC� ca Z W J a 0 cn 0 U u.. C ``�deeesouirrt����r D. 'Zi C2 s Q No. � 9500299 =-fl ct; �3 STATEOF �? �'� • /^/D I ANA •' • N'� .� •. NAL, C.>`a�`ti huuuiete���� DATE: 19 APR 07 SHEET NO. C11 W U U) Q Z T 0 W l09 CD E E Z Q W Z - Q o0 QZ U - W Z l9 J CC U W W Cn U)ZZ4�rnrn a� v CO Q Q Of U a �- � Q) Q) Co W Z 6 0 ILI x E �' � _V 6 C m: W o T Z Z v O U ca Q U 0� E co Z N W >0 Q W Z Q c _Z 0 .S W W 'o > W pC Z C _Z §_ Q Z o� W C ``�deeesouirrt����r D. 'Zi C2 s Q No. � 9500299 =-fl ct; �3 STATEOF �? �'� • /^/D I ANA •' • N'� .� •. NAL, C.>`a�`ti huuuiete���� DATE: 19 APR 07 SHEET NO. C11 W U U) Q Z 0 CD W Z Q U - Z - Q LL QZ U - W W J J 0- U W W Cn J Q CO Q Q Of U U W � z W Co W C ``�deeesouirrt����r D. 'Zi C2 s Q No. � 9500299 =-fl ct; �3 STATEOF �? �'� • /^/D I ANA •' • N'� .� •. NAL, C.>`a�`ti huuuiete���� DATE: 19 APR 07 SHEET NO. C11 1. 2. 3. 4. 5. 6. 7. TYPICAL SANITARY SEWER SPECIFICATIONS TO BE USED FOR PRIVATE SEWER DEVELOPMENT WITHIN CLAY TOWNSHIP REGIONAL WASTE DISTRICT REVISED 3/1/2007 Standard specifications of Clay Township Regional Waste District (the District) and Department of Transportation ( INDOT) shall apply for all work and materials. Sanitary sewer pipe shall be installed in accordance with Section 715 of the current INDOT standard specifications handbook. Sanitary sewer gravity pipe, unless pressure rated pipe required per IAC or directional drilled pipe, shall be. Polyvinyl Chloride (PVC) in accordance with ASTM D3034 -89 with a minimum wall thickness designation of SDR 35 and installed per ASTM D2321 -89 specification. PVC pipe used shall be grooved bell, spigot end, and gasketed. The pipe shall be made of PVC plastic having a cell classification of 12454B. PVC sanitary sewer gravity fittings shall also conform to the requirements of the ASTM D3034 -89 specification. All fittings shall be molded in one piece with standard pipe bells, gasketed elastomeric joints, and spigot ends. Single piece molded PVC with standard pipe bells, gaskets, and spigot ends for back -to -back tee wyes are acceptable. Wall thickness of all fittings shall have a minimum designation of SDR 26. Gaskets for elastomeric joints shall be molded with a minimum cross - sectional area of 0.20 square inches and conform to ASTM F477 specification. All sanitary manholes shall be precast concrete manholes in accordance with ASTM C478 and Section 720 of the current INDOT standard specifications handbook. O -rings shall conform to C443. Double row of Kent Seal or equivalent shall also be applied to all joints and between riser rings and castings. Manhole step spacing shall be no more than 16- inches. Manholes shall be air tested for leakage in accordance with ASTM C 1244 -02, Standard Test Method for Concrete Sewer Manholes by the Negative Air Pressure (Vacuum) Test. A. Installation and operation of vacuum equipment and indicating devices must be in accordance with manufacturers' recommendations and performance specifications which have been provided by the manufacturer and accepted by the District Engineer. The vacuum equipment must be capable of testing the entire manhole, including the casting and riser rings. B. With the vacuum tester set in place: 1. Connect the vacuum pump to the outlet port with the valve open. 2. Draw a vacuum of ten (10) inches of Hg. (5 psi) and close the valve. C. Accepted standards for leakage will be established from the elapsed time for a negative pressure change from ten (10) inches to nine (9) inches of mercury. The maximum allowable leakage rate for a four (4) foot diameter manhole must be in accordance with the following: Minimum Elapsed Time for a: Manhole Depth Pressure Change of 1 Inch Hg 10 feet or less 60 seconds >10 feet but <15 feet 75 seconds > 15 feet but <25 feet 90 seconds For manholes five (5) feet in diameter, add an additional fifteen (15) seconds and for manholes six (6) feet in diameter, add an additional thirty (30) seconds to the time requirements for four (4) foot diameter manholes. For all manholes deeper than twenty -five (25) feet, the Engineer will determine the applicable minimum elapsed time. D. If the manhole fails the test, necessary repairs must be made. The vacuum test and repairs must be repeated until the manhole passes the test. E. If manhole joint sealants are pulled out during the vacuum test, the manhole must be disassembled and the joint sealants replaced. F. Manholes will be subject to visual inspection with all visual leaks being repaired. Butyl rubber coating with plastic wrap shall be applied around each manhole joint from 3- inches above to 3- inches below each joint. The appropriate primer shall be applied prior to applying the rubber coating. Inside joints to be filled with precoat plug material. Entire exterior surface of sanitary sewer manholes shall be sprayed with a bituminous coating and all exterior gap exposure of riser rings shall be back plastered or grouted with nonshrink grout. The manhole chimneys, including all riser rings shall be sealed using flex rib internal chimney seal manufactured by Cretex, NPC, or a District approved equal. The flex rib internal chimney seal shall extend from a minimum of 3- inches below the top of the cone section to 3- inches over the manhole casting frame or per manufacturers installation procedures if directed otherwise. Internal Chimney Seal shall be installed after manhole vacuum testing and prior to final acceptance. Water test may be done, per manufacturer or Districts recommendation, to provide assurance that internal chimney seal is water tight. The casting elevations are set by plan, however, the castings are to be adjusted in the field by the District's representative should a discrepancy occur between plan grade and existing grade. New manhole ring(s) and cover shall be installed to establish grade. Maximum height of adjusting rings shall be 12 -inch on existing structure adjustment and 10 -inch maximum on new construction. 8. Backfill around all installed or proposed manhole structures, sidewalks, bike paths and/or all paved areas shall be made with granular material (b- borrow)or No. 8 stone, up to 18- inches below crosssection thickness (which shall include "No. 53" stone depth). If more stringent backfill requirements are set out per city, town, county, or District specifications those standards shall be followed. Trench opening within 5 -feet of the back of the curb of paved roadways, shall be backfilled with granular material or No. 8 stone in accordance with Section 211 of the current INDOT standard specifications handbook. 9. The Contractor shall be responsible for verifying that all state highways, city, and county permits have been obtained by the developer prior to start of construction. 10. Initial asbuilts shall be presented to the inspecting engineer prior to final submittal to the District for review, otherwise Contractor shall be required to furnish the developer' s Engineer with a set of prints showing actual sewer locations and inverts including lateral location, depth, and length. Such asbuilt prints must be received by the Engineer before the final contract payment can be authorized. Asbuilts shall be submitted per the Districts current standard which can be found at www.ctrwd.org. 11. The sanitary sewer laterals and stubs termination shall be indicated on the surface with a detectable metal post set immediately above the said termination point if full connection is not immediately made. 12. All sanitary sewer lines upon completion will be required to pass a low pressure air test. Said test shall be conducted according to ASTM F 1417 -92, and shall be witnessed by a District employee or the Districts representative. The testing shall be in accordance with Table 1 as follows with 0.5 psi being added for each foot of water above the sewer line being tested. Sewer lines shall be subject to visual leak inspection at downstream manholes with all visual leaks being repaired and subject to televising requests by the District. 13. Prior to final deflection test (mandrel test) all mainlines shall be cleaned and free of any debris. Deflection tests shall be performed on all flexible* pipe after the final backfill has been in place at least 30 days. No pipe shall exceed a vertical deflection of 5% deflection test results. ( *The following are considered non - flexible pipes: concrete pipe, ductile iron pipe, and cast iron pipe). The deflection test shall be performed with a nine -point mandrel. Proving rings shall be available at time of test otherwise no testing will be allowed. All mandrel testing shall be witnessed by a District employee or the Districts representative. 14. The ends of all laterals are to be plugged water tight with a gasketed cap capable of withstanding a low pressure air test without leakage. Laterals shall be subject to visual leak inspection at downstream manholes with all visual leaks being repaired 15. Bedding for flexible pipe and rigid pipe shall be No. 8 crushed stone from 6- inches below to 12- inches above the pipe. Manholes shall be placed on no less than 6- inches of No. 8 crushed stone bedding. 16. Water line, utility, and legal drain crossings and separations shall be in accordance with the more stringent of the two: 327 IAC 3 -6 -9 or the Districts standard drawings. 17. The trench shall be opened sufficiently ahead of pipe laying to reveal obstruction, and shall be properly protected and/or barricaded when left unattended. 18. No water shall be permitted to flow into the sanitary sewer system during construction. Contractor shall utilize a pump to keep the water level below the pipe. Pump discharge shall be directed to a storm outlet in accordance with state and federal laws and regulations (327 IAC 3- 6 -20). Any pipe entering existing sewers shall be plugged with screw type mechanical, braced plug until such time as all tests on the sewers and all punch list items are complete. 19. All sewer laterals installed shall be bedded the same as the main line sewer. 20. Forty-eight (48) hours notice shall be given to the District prior to the start of sewer construction. Also, 48 hours notice shall be given prior to doing any testing on the sewer. 21. Manhole castings shall be stamped SANITARY SEWER (Neenah Casting R -1772 or East Jordan 1022Z1 GS) and be self - sealing type. The casting flange shall be 34 inches and the clear opening shall be min. 20 -13116 inches. Watertight castings shall be bolt - down East Jordan 1022ZIPT and also stamped SANITARY SEWER. 22. The minimum slope of the sewer shall be: Size of Pipe Minimum Constructed Slope 8 -inch 0.40% 10 -inch 0.28% 12 -inch 0.22% 15 -inch 0.15% 18 -inch 0.12% 23. The Contractor shall provide measurements of the slope of the sewer for each manhole section as construction progresses. Such measurements shall be certified by a Registered Land Surveyor or Engineer and be available on -site for observation by the District's Inspector. No more than three manhole sections can be constructed in advance of such measurements. 24. In the event the Contractor does not meet the minimum slopes, the sewer section and any other affected sewer sections shall be reconstructed to meet such minimum slopes. 25. Laterals are to be installed with a minimum 14 gauge tracer wire from the wye to the terminus. Upon lateral completion the contractor for the building or home will extend the wire from this terminus to the building cleanout adjacent to the building. TABLE 1 MINIMUM SPECIFIED TIME REQUIRED FOR A 1.0 psi DROP FOR SIZE AND LENGTH OF PIPE INDICATED (testing pressure after stabilization no less than 4.0 psi and no more than 8.0 psi) Pipe Diameter In. Minimum Time, min:s Length for Minimum Time, ft Time for Longer Len h, S Specification Time for Length (L) Shown, min:s Z 100 ft 150 ft 200 ft 250 ft 300 ft 350 ft 400. ft 450 ft 4 3:46 597 0.380 L 3:46 3:46 3:46 3:46 3:46 3:46 3:46 3:46 6 5:40 398 0.854 L 5:40 1 5:40 5:40 5:40 5:40 5:40 5:42 6:24 8 7:34 298 1.520 L 7:34 7:34 7:34 7:34 7:36 8:52 10:08 11:24 10 9:26 239 2.374 L 9:26 9:26 9:26 9:53 11:52 13:51 15:49 17:48 12 11:20 199 3.418 L 11:20 11:20 11:24 14:15 17:05 19:58 22:47 25:38 15 14:10 159 5.342 L 14:10 14:10 17:48 22:15 26:42 31:09 35:36 40:04 18 17:00 133 7.692 L 17:00 19:13 25:38 32:03 38:27 44:52 51:16 57:41 21 19:50 114 10.470 L 19:50 26:10 34 :54 43:37 52:21 61:00 69:48 78:31 24 22:40 99 13.674 L 22:47 34:11 45:34 56:58 68:22 79:46 91:10 102:33 27 25:30 88 17.306 L 28:51 43:16 57:41 72:07 86:32 100:57 115:57 129:48 30 28:20 80 21.366 L 35:37 53:25 71:13 89:02 106:50 124:38 142:26 160:15 33 31:10 72 25.852 L 43:05 64:38 86:10 107:43 129:16 150:43 172:21 193:53 36 34:00 86 30.768 L 51:17 76:55 102:34 128:12 153:50 179:29 205:07 230:46 CLAY TOWNSHIP REGIONAL WASTE DISTRICT SUMMARY OF LATERAL INSTALLATION REQUIREMENTS 1. All houses, buildings, etc., shall connect to the District's sanitary sewer system within 90 days of notice providing a sewer is within 300 feet for Hamilton County or 100 feet for Boone County of the property line. Only one building may connect to the sewer main per lateral unless otherwise approved by the District. 2. No foundation or other storm water drains shall be interconnected to the sewer lateral installed and connected to the District's sanitary sewer. 3. The existing sewer line from the building to the septic tank may only be used if it is located under a building addition, patio, porch or paved driveway. Air test is required to show if acceptable for re-use. The property owner shall bear the cost of as testing. The District inspector must be onsite for the duration of the air test. 4. The owner or contractor shall notify the District prior to covering the installed lateral so that the District can make an inspection to determine compliance with the District's sewer use ordinance. Such notification shall be made 24 hours prior to the need for the inspection. If the inspection fails and a second inspection is required, or contractor is not on site for scheduled inspection, or fails to cancel inspection, an additional fee of $100.00 will be due. This must be paid prior to the time of the follow up inspection. 5. Property owners are hereby advised that the County Board of Health regulates the operation and maintenance of private sewage disposal (septic) systems. The County Ordinance provides in part that, upon connection to a public sewer, a septic tank' -shall be abandoned (pumped dean) and filled completely with earthen material or stone in a safe and sanitary manner.' Please contact the appropriate County Board of Health for further information and to notify the department of the abandonment. 6. Acceptable Pipe Materials: PVC PIPE: SDR 35 or SDR 26, ASTM D3034, SIX INCH PIPE PVC PRESSURE RATED PIPE: SDR 21, ASTM D2241, SIX INCH PIPE RESTRAINED JOINT PVC PIPE (DIRECTIONAL DRILL): Yelomine SRD 21, ASTM D2241, SIX INCH PIPE (use only per approval of the District Engineer) GASKETED JOINTS: ASTM D3212 GASKETS: ASTM F477 FITTINGS: SDR 26 or better (NO femco's allowed) DUCTILE IRON MECHANICAL COUPLING WITH PROPER FITTINGS CLEAN OUTS TO BE LOCATED NO MORE THAN THREE FEET FROM THE FOUNDATION AND NO MORE THAN 100 FEET APART. 7. Bedding: Use Number 8 crushed stone or Number 8 fractured face aggregate Number 8 stone backfill material Is to be placed from 6 inches below to 12 inches above the pipe The trench should be a minimum of 18 Inches wide (six inches on both sides of the pipe) 8. Laterals shall be installed no closer than 20 feet from water wells unless PVC pressure grade pipe is used meeting SDR 21 and ASTM D2241. Any proposed installation requiring pressure pipe shall be reviewed and accepted by the District and the District's engineer prior to Installation. 9. Where a transition is made between SDR 35 pipe and pressure grade SDR 21 pipe, a ductile iron gasketed mechanical coupling shall be used. 10. Laterals shall terminate within 3 feet of the building unless the conditions in item #3 above are met No glued nine shall be installed outside three feet of building foundation walls. 11. Additional information on District standards and specifications may be obtained from the District's office during business hours of 8:00a.m. to 4:30 p.m. Monday through Friday: All District standards can be located on our web site at htWJ/www.drwd.ora1. Clay Township Regional Waste District 10701 North College Suite A. Indianapolis, Indiana 46280 Phone: 844 -9200 Fax: 8449203 12. Septic effluent shall not be pumped out into the sanitary sewer system. 13. The District shall inspect ALL laterals. Please call the District office at 844.9200 24 hours prior to time of inspection 14. Contractors shall lay 14 au lid wire the entire length of the lateral. Wire is to be placed on top of the lateral. The District inspector will verify placement of the wire. After inspection, bedding is to be placed on top. 15. Call before you dig. IUPPS 1-800- 382 - 5544.48 hours prior to digging, Lateral- mv.03-01 -07rh r PROJ: DAUSM -10A -1874 LAYER MGR: DETAILS LAYOUT: SPEC - SANITARY FALDR2 \1874 \dwg \l 874_Site.dwg 07 O U) W Q Loy .. CC) o VJ Z W p Z Q Q Q E E U OWC Z m W W J >- 00 (D W W Q U l9 = W J 0 rn vJ U LL !,`!`R�3ilI1lrtPr,;H Dim v Nn. r 9500299 cc Z UJ ': STATE OF ' ��. &10.. AL. DATE: 19 APR 07 SHEET NO. C12 Q ti 0 0 N r- t z rn U w a W ti co C" ti co N U N O ^L CU J J VJ Z W p W - E E t OWC �Q�cprnrn Q LL (D W Z U Z l9 i _ Q vJ W C� J W W L n LL ZZ4�mm W m Q a) U) U U Z U) v Q Q W a 6 CU a) Z @1 ECM 6 CM o -- U) W p m a 61 Z Z L) O ca H a) 06 U N Z co _0 tWnn 'n > Q V V W Q CU _Z } _Z OL -a) W W u) .o > W Z o 'Zn V -C < (]� "' Z .0 W !,`!`R�3ilI1lrtPr,;H Dim v Nn. r 9500299 cc Z UJ ': STATE OF ' ��. &10.. AL. DATE: 19 APR 07 SHEET NO. C12 Q ti 0 0 N r- t z rn U w a W ti co C" ti co N U N O ^L CU J J VJ Z W p U Q - J Q Q LL (D W Z U Z �/ 0. - Q W ^ Z vJ W C� J W W W LL L.L W m Q Q U) U U >- U) Q W Z U) !,`!`R�3ilI1lrtPr,;H Dim v Nn. r 9500299 cc Z UJ ': STATE OF ' ��. &10.. AL. DATE: 19 APR 07 SHEET NO. C12 Q ti 0 0 N r- t z rn U w a W ti co C" ti co N U N O ^L CU J J TEMPORARY SEEDING IS REQUIRED IN DISTURBED AREAS WHERE NO WORK IS DONE FOR 15 DAYS. ALL DISTURBED AREAS ARE TO BE PERMANENTLY SEEDED UPON COMPLETION OF WORK IN THAT AREA. SEE SHEET C14 FOR TEMPORARY AND PERMANENT SEEDING REQUIREMENTS. THIS SHEET TO BE USED FOR CONSTRUCTION STORMWATER POLLUTION PREVENTION PURPOSES ONLY. ALL CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN ELEMENTS NOT ADDRESSED ON THIS SHEET MAY BE FOUND ON SHEET C14. UPSTREAM WATERSHED CONDITIONS BURGER KING IS LOCATED ON LOT 5 SECONDARY RE -PLAT OF BLOCK H FOR WEST CARMEL MARKET PLACE LOCATED IN THE 9900 BLOCK MICHIGAN ROAD (US 421) CARMEL, INDIANA IN CLAY TOWNSHIP, HAMILTON COUNTY. NO UPSTREAM SURFACE FLOW COMES TOWARD THIS SITE. THIS AREA IS APPROXIMATELY 1.1 ACRE BASED ON A WOOLPERT, INC SURVEY DATED JANUARY 11, 2007 SPILL RESPONSE MEASURES: CLEAN UP LEAKS, DRIPS AND OTHER SPILLS IMMEDIATELY. THIS WILL PREVENT CONTAMINATED SOIL OR RESIDUE ON PAVED SURFACES. NEVER HOSE DOWN "DIRTY" PAVEMENT OR SURFACES WHERE MATERIALS HAVE SPILLED. USE DRY CLEANUP METHODS WHENEVER POSSIBLE. REPORT SIGNIFICANT OIL OR FUEL SPILLS TO THE APPROPRIATE SPILL RESPONSE AGENCIES IMMEDIATELY. IF A HAZARDOUS MATERIAL HAS BEEN A SPILLED, DO NOT HOSE DOWN THE SPILL. TAKE IMMEDIATE ACTION TO PREVENT THE SPREAD OF THE MATERIAL AND PROTECT NEARBY STORM DRAINS. CONTACT YOUR LOCAL FIRE DEPARTMENT FOR GUIDANCE. WEST CARMEL MARKETPLACE IS A RETAIL DEVELOPMENT. A DETENTION BASIN FOR FUTURE DEVELOPMENT AND AN OFF SITE STORM SEWER ARE A PART OF THE PROJECT. THE EXISTING VEGETATIVE COVER IS SHORT GRASS COVER. THE HYDROLOGIC UNIT CODE FOR THIS SITE IS 05120201090010. THE 10 YEAR PEAK DISCHARGE FOR THE SITE IS 1.6 CFS PRE - DEVELOPED AND THE 10 YEAR PEAK DISCHARGE IS 2.6 CFS POST- DEVELOPED. NO STATE OR FEDERAL WATER QUALITY PERMITS REQUIRED. DURING CONSTRUCTION THE POTENTIAL EXISTS FOR POLLUTANTS SUCH AS FUEL OR OIL FROM EQUIPMENT AND CHEMICAL RUNOFF FROM BUILDING MATERIALS. ANY FUEL OR OIL SPILLS NEED TO BE CLEANED UP IMMEDIATELY. CONSTRUCTION EQUIPMENT SERVICE AND REPAIR WILL BE DONE AT THE CONTRACTOR'S SHOP. THERE WILL NOT BE ANY FUEL TANKS ON SITE. MATERIALS SUCH AS PAINTS, SOLVENTS, AND OTHER CHEMICALS SHOULD BE PROPERLY STORED TO MINIMIZE ANY POTENTIAL PROBLEMS. SUCH MATERIALS ON SITE SHOULD BE LIMITED TO THE AMOUNT NEEDED FOR THE JOB. FUELING AND HANDLING OF OTHER MATERIALS SHOULD BE BE ON A LEVEL SURFACE TO REDUCE POTENTIAL FOR A SPILL. ALL MATERIALS SHOULD BE CLEANED UP PER THE MATERIAL SAFETY DATA SHEETS, MANUFACTURERS RECOMMENDATIONS, AND GOVERNMENTAL REGULATIONS. ABSORBENT MATERIAL SHALL BE KEPT ON SITE. THE LOCAL FIRE DEPARTMENT SHALL BE NOTIFIED IMMEDIATELY IN THE EVENT OF A SPILL. A 4'x4'x4' PIT WILL BE PROVIDED FOR CONCRETE WASHOUT. THE WASHOUT PIT SHALL BE NO CLOSER THAN 50 FEET FROM THE DETENTION BASINS. WASHOUT RESIDUE SHALL DISPOSED OF PROPERLY. CONTAINERS FOR SOLID WASTE AND OTHER MATERIALS WILL BE PROVIDED ON SITE. THESE MATERIALS AND WASTE SHALL BE PROPERLY DISPOSED OF. SOILS SHOULD BE TEMPORARILY SEEDED IF LEFT EXPOSED FOR EXTENDED PERIODS OF TIME. AFTER CONSTRUCTION IS COMPLETE, SOURCES OF POSSIBLE POLLUTION INCLUDE FLUIDS, TIRE FRAGMENTS, AND METAL FRAGMENTS FROM MOTORIZED VEHICLES, GRIT FROM PAVEMENT WEARING, AND LITTER. THERE WILL BE NO OUTSIDE STORAGE OF EQUIPMENT OR MATERIALS. DUE TO THE SITE SHEET DRAINING, MAINTAINING GOOD VEGETATIVE COVER IN THE DETENTION BASINS AND ALL OTHER GRASSED AREAS WILL REDUCE POLLUTANTS BY FILTRATION AND ABSORPTION. MANAGEMENT PRACTICES SUCH AS MONTHLY PAVEMENT SWEEPING AND KEEPING THE SITE FREE OF LITTER WILL ALSO REDUCE POLLUTANTS. SF I SILT FENCE CONSTRUCTION ENTRANCE AND STAGING AREA. Im An AM CSPP PLAN ELEMENT INDEX A2 - NOT APPLICABLE A3 - SEE THIS SHEET A4 - VICINITY MAP SHOWN ON SHEET Cl A5 - LEGAL DESCRIPTION SHOWN SHEET Cl A6 - SEE SHEETS C2 & C3 A7 - H.U.C. 05120201090010 A8 - NO STATE OR FEDERAL WATER QUALITY PERMITS REQUIRED A9 - STORMWATER DISCHARGES FROM SITE INTO WEST CARMEL MARKETPLACE PLANNED DEVELOPMENT STORM WATER DETENTION POND. A10 - NO WETLANDS A11 - RECEIVING WATER IS CROOKED CREEK. ULTIMATE RECEIVING WATERS IS WHITE RIVER. Al2 - NO POTENTIAL DISCHARGES INTO GROUND WATER A13 - SITE IS NOT IN FLOOD PLAIN, FLOODWAY, OR FLOODWAY FRINGE A14 - PRE CONSTRUCTION PEAK DISCHARGE (10 YEAR) 1.6 CFS POST CONSTRUCTION PEAK DISCHARGE (10 YEAR) 2.6 CFS A15 - ADJACENT LAND USE IS RETAIL A16 - SEE SHEET C3 A17 - VEGETATIVE COVER IS GRASS A18 - SOILS MAP SHOWN ON SHEET C14 A19 - PROPOSED STORMWATER SYSTEMS SHOWN ON SHEET C5 A20 - NONE A21 - NO PROPOSED STOCKPILES OR BORROW AREAS A22 - EXISTING TOPOGRAPHY SHOWN ON SHEET C2 A23 - PROPOSED TOPOGRAPHY SHOWN ON SHEET C6 B1 - SEE CONSTRUCTION & POST CONSTRUCTION NARRATIVE THIS SHEET B2 - SEE SCHEDULE ON CONTROL MEASURES ON SHEET C14 B3 -AS SHOWN ON SHEET C13 &C14 B4 - SILT FENCE AS ON SHEET C13 B5 - NOT APPLICABLE B6 - FILTER BAGS AS SHOWN ON SHEET C13 & C14 B7 - NOT APPLICABLE B8 - NOT APPLICABLE B9 - NOT APPLICABLE B10 - AS SHOWN ON SHEETS C5 & C8 B11 - TEMPORARY SEEDING PER SEASONAL SOIL PROTECTION CHART ON SHEET C14 B12 - PERMANENT SEEDING PER SEASONAL SOIL PROTECTION CHART ON SHEET C14 B13 - SEE CONSTRUCTION & POST CONSTRUCTION NARRATIVE ON THIS SHEET B14 - SEE SHEET C14 B15 - NOT APPLICABLE Cl - SEE CONSTRUCTION & POST CONSTRUCTION NARRATIVE ON THIS SHEET C2 - SEE CONSTRUCTION & POST CONSTRUCTION NARRATIVE ON THIS SHEET C3 - SEE CONSTRUCTION & POST CONSTRUCTION NARRATIVE ON THIS SHEET C4 - SEE CONSTRUCTION & POST CONSTRUCTION NARRATIVE ON THIS SHEET C5 - SEE CONSTRUCTION & POST CONSTRUCTION NARRATIVE ON THIS SHEET D Z cn O cn C =m 0 SCALE: 1" = 20' THIS SITE DOES NOT LIE WITHIN THAT FLOOD HAZARD ZONE "A" AS SAID SITE PLOTS BY SCALE ON COMMUNITY PANEL NUMBER 18057CO215F* OF THE FLOOD INSURANCE RATE MAPS FOR HAMILTON COUNTY, INDIANA AND INCORPORATED AREAS. * PANEL NOT PRINTED — NO SPECIAL FLOOD HAZARD AREAS LIES WITHIN THIS PANEL. THIS SHEET TO BE USED FOR CONSTRUCTION STORMWATER POLLUTION PREVENTION PURPOSES ONLY. PROJ: DAUSM -10A -1874 LAYER MGR: EROSION PLAN LAYOUT: EROSION—PLAN-01 F: \LD R2 \1874 \dwg \1874_S ite.dwg z 0 co W w w Q 0 6 z cn co m a) E0) m� z v O cu H a) U 0 rn cn W =3 > Q w J Q cu 0 0 z_c �s Q U CD _z W C� m W F F u u Z L - 1 4 a41, Ln z��mm (l 0 0 I13 nX 0 W LIP p E Z Q U 'dj Z V V _Z _Z W W � Z IY Z n W W U Q J CL I— W Q J W Q U i- U) W C Q z Q 0 z J W Q U %00111111111111 s No. '� :• 9500299 STATE OF ' °'n� •' AND I ANP •' • `'� .� 'f+ 10HAL 44111111110 DATE: 19 APR 07 z Q J J 0 i- z 0 U z 0 U) 0 Of W SHEET NO. C13 o~o 0 o Q o z N O m w -1 m w Q U _ cn co m a) E0) m� z v O cu H a) U 0 rn cn W =3 > Q w J Q cu 0 0 z_c �s Q U CD _z W C� m W F F u u Z L - 1 4 a41, Ln z��mm (l 0 0 I13 nX 0 W LIP p E Z Q U 'dj Z V V _Z _Z W W � Z IY Z n W W U Q J CL I— W Q J W Q U i- U) W C Q z Q 0 z J W Q U %00111111111111 s No. '� :• 9500299 STATE OF ' °'n� •' AND I ANP •' • `'� .� 'f+ 10HAL 44111111110 DATE: 19 APR 07 z Q J J 0 i- z 0 U z 0 U) 0 Of W SHEET NO. C13 EROSION CONTROL NOTES: 1. CONSTRUCTION ACTIVITY SHALL CONSIST OF A FAST FOOD RESTAURANT, DRIVES, PARKING AND STORM SEWERS. THE LAND TO BE DEVELOPED IS AN OUTLOT WITHIN A PLANNED RETAIL DEVELOPMENT. 2. THE PRELIMINARY CONSTRUCTION SCHEDULE IS AS FOLLOWS: GRADING, STORM SEWERS, PARKING AND DRIVES. CONSTRUCTION TO BEGIN MARCH 2007 WITH ANTICIPATED COMPLETION BY AUGUST 15, 2007. ALL DATES SUBJECT TO CHANGE. 3. ADJACENT LAND USE IS RETAIL AND VACANT GROUND. 4. STORMWATER WILL NOT DISCHARGE INTO THE GROUNDWATER. 5. EXISTING VEGETATIVE COVER SHALL BE PRESERVED IN AREAS NOT DISTURBED BY CONSTRUCTION ACTIVITY. 6. THE SITE DOES NOT LIE WITHIN THAT SPECIAL FLOOD ZONE A AS SAID TRACT PLOTS BY SCALE ON COMMUNITY PANEL NUMBER 18057CO255F OF THE FLOOD INSURANCE RATE MAPS FOR HAMILTON COUNTY, INDIANA AND INCORPORATED AREAS, DATED FEBRUARY 19, 2003. 7. ALL APPLICABLE EROSION CONTROL MEASURES SHALL BE PLACED BEFORE ANY LAND DISTURBING ACTIVITY. ALL DISTURBED AREAS SHALL BE TEMPORARILY SEEDED IMMEDIATELY UPON ROUGH GRADING. REPAIRS TO SEEDED AREAS SHALL BE MADE IMMEDIATELY UPON COMPLETION OF ANY LAND DISTURBING ACTIVITY. 8. ALL AREAS SHALL BE PERMANENTLY SEEDED UPON FINAL GRADING. 9. FOR SEEDING REQUIREMENTS SEE DETAILS. 10. STRAW MULCH SHALL BE APPLIED AT 2 TONS /ACRE. 11. ALL SILT FENCE BARRIERS AROUND INLETS IN PAVEMENT TO BE REPLACED BY SANDBAG CURB INLET SEDIMENT BARRIERS UPON COMPLETION OF PAVEMENT. 12. NO VEGETATIVE COVER WILL BE PRESERVED IN DISTURBED AREAS. 13. RECEIVING WATERS OF STORM WATER IS THE APPROVED PLANNED DETENTION SYSTEM FOR PRAIRIE LAKES SHOPS RETAIL DEVELOPMENT; RECEIVING WATER IS SHOEMAKER CREEK AND WHITE RIVER BEING THE ULTIMATE RECEIVING WATERS. 14. HYDRIC SOILS ARE PRESENT. PROPOSED SCHEDULE OF CONTROL MEASURES L Q ¢N R IN Cot MEA UGH ORADI. 4G DRAINS U DRIVES INSTALL & 13ARKI o qG qAL MADIN 3TORN ALL TRO LIRE J P MEA FI RMA RES ENT Q SEASONAL SOIL PROTECTION CHART STABILIZATION PRACTICE JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. PERMANENT B SEEDING DORMANT g —� SEEDING TEMPORARY C D SEEDING E SODDING F MULCHING G A = KENTUCKY BLUEGRASS 40 LBS /ACRE; CREEPING RED FESCUE 40 LBS /ACRE; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 20 LBS /ACRE. B = KENTUCKY BLUEGRASS 60 LBS /ACRE; CREEPING RED FESCUE 60 LBS /ACRE; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 30 LBS /ACRE. C = SPRING OATS 3 BUSHEUACRE. D = WHEAT OR RYE 2 BUSHEUACRE. E = ANNUAL RYEGRASS 40 LBS /ACRE. F = SOD G = STRAW MULCH 2 TONS /ACRE. G = STRAW MULCH 2 TONS /ACRE. * /I /* IRRIGATION NEEDED DURING JUNE, JULY, AND /OR SEPTEMBER ** IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD EROSION CONTROL: A TEMPORARY SEEDING MIXTURE IN THE AREAS WHERE STRIPPING OR FILL HAVE BEEN GRADED SHALL BE SEEDED FOR SILT EROSION PROTECTION. AFTER GRADING, ALL CONSTRUCTION AREAS ARE TO BE SEEDED AS FOLLOWS: A. SWALE SEEDING: SEED AND FERTILIZE WITHIN CONSTRUCTION LIMITS WITH 5 LB /ACRE "REDTOP GRASS ", 20 LB /ACRE "RYE GRASS", 20 LB /ACRE "BLUEGRASS ", 25 LB /ACRE "FESCUE" AND 500 LB /ACRE 12 -12 -12 FERTILIZER B. CUT /FILL SEEDING (ALONG PAVED AREAS): SEED AND FERTILIZE WITH 25 LB /ACRE "FESCUE ", 20 LB /ACRE "RYE GRASS ", 15 LB /ACRE "BLUEGRASS ", AND 500 LB /ACRE 12 -12 -12 FERTILIZER. C. SEEDED AREAS SHALL HAVE A SUITABLE MULCH APPLIED FOR EROSION AND SILT CONTROL. MULCH MAY BE STRAW, SHREDDED HARDWOOD OR EROSION CONTROL MAT. D. DEVELOPERS OPTION: CONSTRUCTION AREAS REQUIRING EROSION CONTROL MAY BE HYDROSEEDED IN ACCORDANCE WITH THE ABOVE SEED AND FERTILIZER SPECIFICATIONS. ON SITE SOIL CHARACTERISTICS DANDY BAG II Installation and Maintenance Guidelines Installation: Remove the grate from catch basin. If using optional oil absorbents; place absorbent pillow in unit. Stand the grate on end. Move the top lifting straps out of the way and place the grate into the Dandy Bag II so that the grate is below the top straps and above the lower straps. Holding the lifting devices, insert the gr& into the inlet. Maintenance: Remove all accumulated sediment and debris from vicinity of unit after each storm event. After each storm event and at regular intervals, look into the Dandy Bag IP If the containment area is more than 1/3 full of sediment, the unit must be emptied. To empty unit, lift the unit out of the inlet using the lifting straps and remove the grate. If using optional oil absorbents; replace absorbent when near saturation. u �y r g a � 'AIL 4 :. E T J_-� :- 4t, _ = 4 i A jr V, y - T g -_ fD _F T CrA - Crosby silt loam, 0 to 3 percent slopes. This nearly level, deep, somewhat poorly drained soil is on slight rises on broad, undulating till plains. The mapped areas are irregular in shape and range from 3 to 200 acres in size. In a typical profile the surface layer is dark grayish brown silt loam about 8 inches thick The subsurface layer is dark grayish brown silt loam about 3 inches thick. The subsoil is dark yellowish brown and yellowish brown, mottled, firm silty day loam and clay loam about 21 inches thick. The underlying material, to a depth of 60 inches, is brown, calcareous loam. In some areas the lower part of the subsoil is stratified silt loam, sandy loam, and sand as much as 12 inches thick. In some areas the content of gravel in the subsoil is as much as 10 percent. The depth to firm glacial till is more than 40 inches in many areas. Included with this soil in mapping are Brookston soils in depressions, Also included are small areas of Whitaker soils, many small domelike areas of Miami soils, and small areas of Crosby soils that have slopes of more than 3 percent. Small areas of eroded and severely eroded soils are included in the more sloping areas. Permeability is slow. Content of organic matter in the surface layer is moderate. Available water capacity is high. The water table is commonly at a depth of 1 to 3 feet in winter and early in spring. Surface runoff is slow. The surface layer of this soil is friable and can be tilled within a fairly wide range of moisture content. Most areas are used for corn, soybeans, and small grain. This soil is well suited to these crops if it is adequately drained. Most areas are drained by subsurface tile and open ditches. Conservation practices, including minimum tillage and returning crop residue to the soil, help to maintain the content of organic matter and good tilth. Some areas of this soil are used for hay and pasture. In some undrained areas this soil can be used for grasses and legumes and for hay and pasture, but artificial drainage generally is beneficial. This soil is better suited to shallow- rooted crops than to deeprooted legumes, for example, alfalfa. Grazing when the soil is wet causes surface compaction and poor tilth. Proper stocking rates, pasture rotation, timely grazing, and restricting grazing during wet periods help to reduce surface compaction and maintain good tilth and plant density. This soil is suited to trees, and a few areas are used for orchards or woodland. In some years seasonal wetness slightly delays harvesting and planting operations. Species that can tolerate wetness grow best. Plant competition is the main limitation to the use of this soil for trees. Seedlings survive and grow well if competing vegetation is controlled by cutting, spraying, and girdling. Many areas of this soil in the southern part of the county are used for urban development. The main soil features that adversely affect the engineering uses of this soil are a seasonal high water table, moderate shrink -swell potential, high potential frost action, and slow permeability. This soil has some severe limitations for building sites. The sites need to be artificially drained to prevent wetness from becoming a problem. Dwellings and small buildings with basements should not be constructed on this soil. Using properly designed foundations and footings helps to prevent structural damage from low strength and shrinking and swelling of the soil. This soil has severe limitations for local roads and streets. Drainage ditches can be used along roads to lower the water table and to help prevent damage from frost action. The base material for roads needs to be strengthened or replaced with suitable material. Sanitary facilities should be connected to sewers and treatment facilities, or a large absorption field can be used to offset slow permeability when the water table is lowered through artificial drainage. Capability subclass llw; woodland suitability subclass 3o. ^r% A T r- DANDY BAG II TRAPS DANDY BAG® II STANDARD FABRIC IS AN ORANGE WOVEN MONOFILAMENT DUMPING STRAP ALLOWS FOR EASY REMOVAL OF CONTENTS Silt Fence (SF) E1. Set posts and excavate a 4 11x4" I trench upslope along the line of posts. i 2. Staple wire fencing to the posts. Z oil, mesa. •, SWAN c�. Out 411 3. Attach the filter fabric to 4. Backfi l l and compact the the wire fence and extend it excavated soil. into the trench.. Extension of fabric and wire into the trench. Filter Fabric ..�j• ire I Ll II — � SILT FENCE MAINTENANCE REQUIREMENTS 1. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM. 2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. 3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE. 4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT. 5. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. Temporary Gravel Construction Entrance /Exit Pad Requirements Material: 2 -3 in. washed stone (INDOT CA No. 2) over a stable foundation. Thickness: 6 in, minimum Width: 12 ft. minimum or full width of entrance /exit roadway, whichever is greater. Length: 50 ft. minimum. The length can be shorter for small sites such as for an individual home. Washing facility (optional): Level area with 3 in. washed stone minimum or a commercial rack, and waste water diverted to a sediment trap or basin. Geotextile fabric underlines. May be used under wet conditions or for soils within a high seasonal water table to provide greater bearing strength. Public �. road As require 2-3 in. coarse Ae aggregate Geotextile fabric to stabilize foundation 12 ft. (min.) r• important r.an vt a temporary gravel construction entrancatextt pad. PROJ: DAUSM -10A -1874 LAYER MGR: EROSION—PLAN LAYOUT: EROSION—PLAN-02 F: \LDR2 \1874 \dwg \l 874_Site.dwg U) 0 U) W W 0 U0 .. o0%111»nfill,�� % %% ��N e' CO No. ' 9500299 cc 90 STATE OF • :44/_ c� DATE: 19 APR 07 SHEET NO. C14 W U co o Q Q J J f— Q O Z Q Q Q Q U Q Z m Z Z W CD W W W 0 0 3 W J m 0� 0 CO Q Q W Q U 0 _ i- c� U LL W >W �0 W� boo Z �Z4 rnrn � 0 v L E is 6 -_ o E M Z Z U Q 00 Q (6 U U� �N Z : Q V V III Q � _Z _Z OC U -� W W -o > W Z Z C �:s Q q Z o� W o0%111»nfill,�� % %% ��N e' CO No. ' 9500299 cc 90 STATE OF • :44/_ c� DATE: 19 APR 07 SHEET NO. C14 W U Z Q Q J J f— Q O W Z j 0 Z Q � Q Q ~ Z Z W CD W W W 0 0 G ` Z) I]f 0� 0 CO Q Q U) U 0 0 i- W W W >W o0%111»nfill,�� % %% ��N e' CO No. ' 9500299 cc 90 STATE OF • :44/_ c� DATE: 19 APR 07 SHEET NO. C14 I CL 00 cV 0 N C v -v a� .o v s M -v Q 0 CL rn W L0 v� a� E U rn rn C . Y v ao Ln co co U O W U \ \ \ \ \ \ \ o \ \ \ \ \ \ \ SHOPS � (UNDER CONSTRUCTION � � / P, ° 1 No . .000 0 \ A \ \ '� / \ 00 \ \ \ \ \ \ ESM 9 \ (3 isle, cID \ \ \ \ \ \ � PERMANENT DRIVE EASEMENT \ /! INST. No. 200600022526 \ \ \ o GANG \ o -vim \ \ \\ 0000, GM \S� \ i \ < <A DUKE CONSTRUCTION LIMITED PARTNERSHIP \ ono ' A \ \ \ \ INSTR. No.,, 200600012154 \ 1 P�SP \ � \ \ \ � \ \ 1 GcMM�� G PEE o \ \ \ \ o. 2 Lo ; � \ \ \ � LOT 5 hr � \\ \\ c,,\ �, \ 1 P So -A BURGER KING \a (1.092 Ac.) \ \ \ \ \ \ \ ate\ p (47,567.5 Sq. Ft.) G 6. o 01 \ NO BUILDINGS \ u1 U)\ 7 A :oA C� \ \ \ \ ° � �\ n r � C� 4 Ln v 71� LO r \ \ \ r \ ° MA"Vr rim o � REBAR SET o CP `UDE 20,8, \CP C 4 -)UMENT 00' 0 7 4 179") 0 NSTR :;A Nom\ 7, �A Z�\ �\ \ ,o. S� DUKE CONSTRUCTIOPJ LIMITED PARTNERSHIP �� 0010 � INSTR. No. 200600012154 \N\ � � a n ,i ����If� If�U � \ \ \ \ \\ REBAR SET r' (0.486 Ac.) or �0% \ \ CP NO BUILDINGS \ \ \ � CP" \ 0#0 \ 30' SIDE YARD SETBACK NORTH SCALE: 1 " =20' 0 20 40 J ;. NE COR. SE 1/4 SEC. 7, T 17 N, R 3 E 588044'27 "W 1106.46' MAG NAIL FND. PER COUNTY TiES LAND BOUNDARY DESCRIPTION A Part of Block H in the Secondary Plat for West Carmel Marketplace as per plat thereof recorded September 26, 2006 in Plat Cabinet 4, Slide 149 as Instrument No. 200600056955 in the Office of the Recorder of Hamilton County, Indiana and also being part of Section 7, W Township 17 North, Range 3 East, Hamilton County, Indiana, described as follows: N Commencing at the Northeast corner of the Southeast Quarter of said Section 7; thence - South 88 degrees 44 minutes 27 seconds West 1,106.46 feat along the North line of said Southeast Quarter; thence South 00 degrees_ 37 minutes 40 seconds East 1,255.30 feet; thence South 88 degrees 40 minutes 49 seconds Wast 1,432.61 feet to the Easterly Right -of -Way line of U.S. Highway 421; thence along said Easterly Right -of -Way. line North 18 degrees 19 minutes 42 seconds .West 26.76 feet to the POINT OF BEGINNING of this description; thence continuing along said Easterly Right -of -Way line the following two (2) courses: 1) North 18 degrees 19 minutes 42 seconds West 55.96 feet; . 2) North 21 degrees 11 minutes 28 seconds .West 117.30 feet; thence North 69 degrees 03 minutes 23 seconds East 274.51 feet; thence South 20 degrees 56 minutes 37 seconds East 173.20 feet; thence South 69 degrees 03 minutes 23 _ seconds West 276.55 feet to the POINT OF BEGINNING, containing 1.092 acres, more or leas. 1-800- 382 -6544 Also known as Lot 5 in the Secondary Re -plat of West Carmel Marketplace as per plat thereof Z CALL TOLL � recorded December 14, 2006 in Plat Cabinet 4, Slide 208 as Instrument No. 2006074178 in the Office of the Recorder of Hamilton County, Indiana. N LOCATION OF UNDERGROUND UTILITY ONES �• SHOWN HEREON ARE BASED ON FIELD LOCATION OF PHYSICAL STRUCTURES OR BY PLANS PROVIDED BY UTILITY COMPANIES. NO REPORT OF SURVEY EXCAVAnONS WERE MADE To VERIFY The premises are a part of the North Half of the South Half of Section 7, Township 17 North, UNDERGROUND LOCEED T . BE COORDINATED Range 3 East Clay Township, Hamilton Count Indiana. The bearings in this curve are based EXCAVATION WILL NEED TO BE COORDINATED � g ' Y P� Y• WITH I.P.P.S. AT THE TIME OF EXCAVATION. upon the north line of the southeast Quarter of sold Section 7 ha inn a bearin of South 88 OG � G �G � o n � 2 O O oor N�'� 00 1' �6 N`18019' 42' W 26.76 ' \ \ \ \ \ \ \ \ REBAR SE1\- -� S88 40'49 "W 1432.61 .� SHRUB LINE , 0.45 GAP BY DESC. \ o\ z POINT OF BEGINNING 5/8 REBAR FOUND LOT 1 \ \ o.88'E & 0.22' S NORTH AUGUSTA o�\ D- REBAR SET D.R. 132, PAGE 446 -447 n LEGEND o STORM INLET 0 MANHOLE- SANITARY OR STORM. Q MANHOLE - TELEPHONE ® WATER VALVE © TELEPHONE PEDESTAL FIRE HYDRANT TELEPHONE POLE POWER POLE GUY WIRE DECIDUOUS TREE ® FOUND IRON PIPE OR REBAR 0 SET WOOLPERT CAPPED REBAR - - BOUNDARY - - - - - UT EXISTING TELEPHONE - - - - - WTR EXISTING WATER ------SAN- EXISTING SANITARY SEWER - - - - - SD EXISTING STORM DRAIN EXISTING TREE /SHRUB LINE I/E ESMT. INGRESS /EGRESS EASMENT a 334 GONE CO. IDRICKS C . r65 Creek Reservoir Y! 0 421 8 Z N�TM w o NO SCALE Z Eagle 46 WEST 38th ST'.',% VICIlUTY MAP t-- OJ SITE 31 G o� '0 �1 N .y O y en u e Construction Limited Partnership, an Indiana limited partnership and Home Depot U.S.A., Inc., recorded April 26, 2006 as Instrument No. 200600022525. (Affects subject parcel. - Nothing to plot.) 14. Subject to Restriction Agreement and Grant of Easements, dated March 17, 2006 by and between Duke Construction Limited. Partnership and Home Depot U.S.A., Inc., recorded April � 26, 2006 as Instrument No. 200600022526. (Affects subject parcel. -Sea Q drawing for permanent drive easement location. - Also blanket in nature. -See document for declarations.) � Q 15. Subject to the covenants and restrictions set out in a Memorandum of Lease W Agreement dated Mary 16, 2006 by an between Duke Construction Limited Partnership and (� O Best Buy Stores, L.P. recorded June 13, 2006 as Instrument No.200600033578. (Does not affect subject parcel.) Im ,..� m U1RVEYOR'S CERTIFICATE cc The undersigned hereby certifies to BURGER KING CORPORATION AND FIRST AMERICAN TiTLE O co .INSURANCE COMPANY as of January 11, 2007, that (a) this survey was made on the ground, (b) O in reliance upon the Commitment for Title Insurance No. NCS - 257648 -INDY dated August 7, 1006, issued by First American Title Insurance Company, covering the premises described herein (the "Commitment') as to matters of record and except as shown hereon, there are no visible a• cr recorded easements, rights of way,_ cemeteries or family burial grounds across said premises br any other easements or rights of way across said premises of which the undersigned has a been advised, and there are no encroachments on, above or under adjoining property, � 1 0 �. easements, streets or alleys by any of the buildings, 'structures, or improvements located on the W � �"" ■� hsrein described premises, and there are no encroachments above, and under said premises by buildings, structures or other improvements situated on adjoining property, except as shown hereon. and there are no discrepancies. conflicts. shortages in area, or boundary line conflicts. '.. Vic) this drawing correctly, according to the standards afforded such surveys and survey W professionals, shows (i) the facts found at the time of the survey, (it) the, location of ell - buildings, structures, bodies of water, and other improvements situated on the above premises, � � 'J tie) the courses and measured distances on or affecting the said premises, iv the scale, the W � north direction, point of reference from which the premises are measured, the width of the street or streets on which the said premises abut, the lot and block number shown on any map or plat to which reference is made in the legal description of the premises, together with � � tt,e recording referenced for said map or plat, (v) the location and number of parking spaces CO � Q and the total square foot area of the premises and any easements noted in the title � U located on or affecting the premises, (vi) the dimensions of all improvements on sold premises at ground surface level and the distance therefrom to the nearest facing exterior Q CO property Iinea of said premises, and to other improvements on said premises and (vii) based upon the Commitment, an accurate reference to the real estate records of the County of LU Hamilton, State of Indiana identifying all easements of record crossing or affectin the said _ W � premises and (d) this professional service conforms to the current Surveyors Association co �= r Standards and Specifications including "Minimum Standard Detail Requirements for Land Title O Surveys." The undersigned further certifies that (1) the property has access to and from LL Michigan Road (US 421) over roadways and through ingress and agrees easements, said o,. O roadways shown on this survey have been constructed, and (li) the premises are not located - urHhin the 100 year flood plain. O Lo it O WCOLPERT, INC. an ea a man No. FO••.'y Rellstered Land Surveyor no. S0386 pe = SHEET NO Stcte of Indiana � 4L SO386 * � ' � STATE OF '4,,fotoar0% 0 O w 0 >: f� W 0 degrees 44 minutes 27 seconds West. 9 In accordance with Rule 12 of Title 865 of the Indiana Administrative Code, the following .observations and opinions are submitted. regarding the various uncertaintiss of the location of lines and corners established on this survey as a result of the availabUlty and condition of reference monuments; inconaistenclea in occupation or possession lines; discrepancies or ambiguities in record descriptions and plats;. and random errors in measurements (Theoretical Uncertainty). Refer to the face of this survey for additional information regarding this discussion. AVAILABILITY AND CONDITION OF REFERENCE MONUMENTS The poattiona of controlling Section monuments and perimeter parcel lines. are taken from the plat of West Carmel Marketplace (Inatr. No. 200600056955, .Hamilton County Records) and � previous Woolpert, Inc. project number 61287. Per the previous Woolpert project, the Q uncertainty due to reference monuments is approximately, 1.0 foot. INCONSISTENCIES IN OCCUPATION OR POSSESSION LINES d (tome, such as fences, indicating occupation or possession lines, are shown on the face of this Z survey with dimensions indicating their position .relative to the lines and corners of this survey. The dimensions are general in nature and are shown to indicate the magnitude of any z T_ inconsistencies In occupation or possession Iinea. Any uncertainty associated with these items is � _`�: V) limited to the magnitude indicated by the dimensions. r� b O Q DISCREPANCIES OR AMBIGUITIES IN RECORD DESCRIPTIONS AND PLATS � U") 7) I U) The parcel as surveyed is part of Bieck H of the aforementioned West Carmel Marketplace and Z ca � W 2 the description as shown was created as a result of this survey. Since the remainder of Block H (D I (n tJ) L� Ilea south of the surveyed parcel, there are no discrepancies or ambuigulties to report for this V-1 I Q H � parcel. . W WLI RELATIVE POSITIONAL ACCURACY 3 1� This survey is classified as an Urban Survey and is within the acceptable relative now positional accuracy (0.07 feet) as defined in Title 865, Article 1 Rule 12, Sections 1 through 19 of the Indiana Administrative Coda. .NOTES 1. No physical evidence was found along the boundary lines of the subject tract except as shown on the face of the .Survey. 2. Field inspection for this survey _was completed August 25, 2006. 3. This survey was prepared with the benefit of 'o Commitment for Land Title Insurance prepared by First American Title Insurance Company as Commitment No. NCS- 257646 -INDY and effective 08/07/2006. According to said commitment, unless otherwise noted, the premises are subject to the following title exceptions: 8. Covenants, conditions, restrictions, setback lines, utility easements and any L_ c u7 amendments thereto contained in the Secondary Plat For West Carmel Marketplace G� � O recorded September 26, 2006 in Plat Cabinet 4, Slide 149 as .instrument No. � 200600056955. We delete any covenant, condition or restriction indicating a preference, u" C limitation or discrfimination based on race, color, religion, sex, handicap, familial status, or . Z C; - CD national origin to the extent such covenants. conditions or roatrictlons violate 42 USC E � N O � F '' -D •N cn v 3404 _), (Affect cu-1-; c# pal-c9% . - S` a drae;ry for Items snoi,l7 per pia:.) , 9. Easement in favor. of: Clay Township .Regional {Master District -.Type of easement: Sewer Recorded: April 9, 1990_ instrument No.: 9007931 and as shown on the plat. O Subject to the terms and conditions thereof.. (Affects subject parcel.. - See drawing for ' CL, G 00 O easement .location.) O O 10. Permanent extinguishment of all rights and easements of ingress and egress to � '� � N � X from and across the limited access facility known as U.S. 421 to and from the land as CD � < set out in a deed to the State of Indiana recorded March 3, .2005 as Instrument No. 200500013434. (Affects subject parcel. -See drawing for location of northeasterly right -of -way line for U.S. 421 (Michigan Road).) F+ 11. Subject to the terms and provisions of a Future Traffic Signal Covenant dated January 14, 2005 by Duke Construction Limited Partnership and the State of Indiana, - recorded April 14, 2005 as Instrument No. 200500022031. (Affects subject parcel. - Nothing to plot.) 12. Subject to Amended Duke Construction Commitments, recorded November 19, 2004 as Instrument No. 200400078692. (Affects subject parcel. - Nothing to plot.) - 13. Subject to a Memorandum of Development Agreement b and betwe D k ZONING NOTE The land is zoned 83. 83 Zoning - Height and building set -backs from the Carmel /Clay Zoning Ordinance are as follows: Maximum height: 35 feet; Minimum front yard: residential uses - 30 feet; all other uses - 60 feet; Minimum side yard: residential uses -- 10 feet; any business use located in a block or parcel which includes or adjoins a residential district or use or which is located on a corner lot - 30 feet; any business use which does not meet the above qualiflcationa -none. . Minimum aggregate of side yard: Residential uses - 20 feet; Any business use that requires a minimum side .yard of 30 feet - 30 feet; All other uses -none. Minimum rear yard: Residential uses - 20 feet; Any business vse located in a block or parcel which includes or adjoins a residential district or use - 30 feat; - All other business uses - 15 feet; � BOLT FND. PER COUNTY TIES w NW 1/4 M � NE 1/4 N � MAG NAIL FND. CTNT7�EN SRC3 7� NN PER COUNTY TIES STONE FND. " W S 88'44629 2676.9 3 w ;. 0 3 I o 0 N SW 1/4 �� SE 1/4 0 O o� N Z ON � V) S 88'37'20" W N 886 2434.11 2750.73 HARRISON MON. FND. HARRISON MON. FND. IRON PIPE FND. SECTION MAP NO SCALE SEC, 7,T17N,R3E 334 GONE CO. IDRICKS C . r65 Creek Reservoir Y! 0 421 8 Z N�TM w o NO SCALE Z Eagle 46 WEST 38th ST'.',% VICIlUTY MAP t-- OJ SITE 31 G o� '0 �1 N .y O y en u e Construction Limited Partnership, an Indiana limited partnership and Home Depot U.S.A., Inc., recorded April 26, 2006 as Instrument No. 200600022525. (Affects subject parcel. - Nothing to plot.) 14. Subject to Restriction Agreement and Grant of Easements, dated March 17, 2006 by and between Duke Construction Limited. Partnership and Home Depot U.S.A., Inc., recorded April � 26, 2006 as Instrument No. 200600022526. (Affects subject parcel. -Sea Q drawing for permanent drive easement location. - Also blanket in nature. -See document for declarations.) � Q 15. Subject to the covenants and restrictions set out in a Memorandum of Lease W Agreement dated Mary 16, 2006 by an between Duke Construction Limited Partnership and (� O Best Buy Stores, L.P. recorded June 13, 2006 as Instrument No.200600033578. (Does not affect subject parcel.) Im ,..� m U1RVEYOR'S CERTIFICATE cc The undersigned hereby certifies to BURGER KING CORPORATION AND FIRST AMERICAN TiTLE O co .INSURANCE COMPANY as of January 11, 2007, that (a) this survey was made on the ground, (b) O in reliance upon the Commitment for Title Insurance No. NCS - 257648 -INDY dated August 7, 1006, issued by First American Title Insurance Company, covering the premises described herein (the "Commitment') as to matters of record and except as shown hereon, there are no visible a• cr recorded easements, rights of way,_ cemeteries or family burial grounds across said premises br any other easements or rights of way across said premises of which the undersigned has a been advised, and there are no encroachments on, above or under adjoining property, � 1 0 �. easements, streets or alleys by any of the buildings, 'structures, or improvements located on the W � �"" ■� hsrein described premises, and there are no encroachments above, and under said premises by buildings, structures or other improvements situated on adjoining property, except as shown hereon. and there are no discrepancies. conflicts. shortages in area, or boundary line conflicts. '.. Vic) this drawing correctly, according to the standards afforded such surveys and survey W professionals, shows (i) the facts found at the time of the survey, (it) the, location of ell - buildings, structures, bodies of water, and other improvements situated on the above premises, � � 'J tie) the courses and measured distances on or affecting the said premises, iv the scale, the W � north direction, point of reference from which the premises are measured, the width of the street or streets on which the said premises abut, the lot and block number shown on any map or plat to which reference is made in the legal description of the premises, together with � � tt,e recording referenced for said map or plat, (v) the location and number of parking spaces CO � Q and the total square foot area of the premises and any easements noted in the title � U located on or affecting the premises, (vi) the dimensions of all improvements on sold premises at ground surface level and the distance therefrom to the nearest facing exterior Q CO property Iinea of said premises, and to other improvements on said premises and (vii) based upon the Commitment, an accurate reference to the real estate records of the County of LU Hamilton, State of Indiana identifying all easements of record crossing or affectin the said _ W � premises and (d) this professional service conforms to the current Surveyors Association co �= r Standards and Specifications including "Minimum Standard Detail Requirements for Land Title O Surveys." The undersigned further certifies that (1) the property has access to and from LL Michigan Road (US 421) over roadways and through ingress and agrees easements, said o,. O roadways shown on this survey have been constructed, and (li) the premises are not located - urHhin the 100 year flood plain. O Lo it O WCOLPERT, INC. an ea a man No. FO••.'y Rellstered Land Surveyor no. S0386 pe = SHEET NO Stcte of Indiana � 4L SO386 * � ' � STATE OF '4,,fotoar0% 0 O w 0 >: f� W 0 degrees 44 minutes 27 seconds West. 9 In accordance with Rule 12 of Title 865 of the Indiana Administrative Code, the following .observations and opinions are submitted. regarding the various uncertaintiss of the location of lines and corners established on this survey as a result of the availabUlty and condition of reference monuments; inconaistenclea in occupation or possession lines; discrepancies or ambiguities in record descriptions and plats;. and random errors in measurements (Theoretical Uncertainty). Refer to the face of this survey for additional information regarding this discussion. AVAILABILITY AND CONDITION OF REFERENCE MONUMENTS The poattiona of controlling Section monuments and perimeter parcel lines. are taken from the plat of West Carmel Marketplace (Inatr. No. 200600056955, .Hamilton County Records) and � previous Woolpert, Inc. project number 61287. Per the previous Woolpert project, the Q uncertainty due to reference monuments is approximately, 1.0 foot. INCONSISTENCIES IN OCCUPATION OR POSSESSION LINES d (tome, such as fences, indicating occupation or possession lines, are shown on the face of this Z survey with dimensions indicating their position .relative to the lines and corners of this survey. The dimensions are general in nature and are shown to indicate the magnitude of any z T_ inconsistencies In occupation or possession Iinea. Any uncertainty associated with these items is � _`�: V) limited to the magnitude indicated by the dimensions. r� b O Q DISCREPANCIES OR AMBIGUITIES IN RECORD DESCRIPTIONS AND PLATS � U") 7) I U) The parcel as surveyed is part of Bieck H of the aforementioned West Carmel Marketplace and Z ca � W 2 the description as shown was created as a result of this survey. Since the remainder of Block H (D I (n tJ) L� Ilea south of the surveyed parcel, there are no discrepancies or ambuigulties to report for this V-1 I Q H � parcel. . W WLI RELATIVE POSITIONAL ACCURACY 3 1� This survey is classified as an Urban Survey and is within the acceptable relative now positional accuracy (0.07 feet) as defined in Title 865, Article 1 Rule 12, Sections 1 through 19 of the Indiana Administrative Coda. .NOTES 1. No physical evidence was found along the boundary lines of the subject tract except as shown on the face of the .Survey. 2. Field inspection for this survey _was completed August 25, 2006. 3. This survey was prepared with the benefit of 'o Commitment for Land Title Insurance prepared by First American Title Insurance Company as Commitment No. NCS- 257646 -INDY and effective 08/07/2006. According to said commitment, unless otherwise noted, the premises are subject to the following title exceptions: 8. Covenants, conditions, restrictions, setback lines, utility easements and any L_ c u7 amendments thereto contained in the Secondary Plat For West Carmel Marketplace G� � O recorded September 26, 2006 in Plat Cabinet 4, Slide 149 as .instrument No. � 200600056955. We delete any covenant, condition or restriction indicating a preference, u" C limitation or discrfimination based on race, color, religion, sex, handicap, familial status, or . Z C; - CD national origin to the extent such covenants. conditions or roatrictlons violate 42 USC E � N O � F '' -D •N cn v 3404 _), (Affect cu-1-; c# pal-c9% . - S` a drae;ry for Items snoi,l7 per pia:.) , 9. Easement in favor. of: Clay Township .Regional {Master District -.Type of easement: Sewer Recorded: April 9, 1990_ instrument No.: 9007931 and as shown on the plat. O Subject to the terms and conditions thereof.. (Affects subject parcel.. - See drawing for ' CL, G 00 O easement .location.) O O 10. Permanent extinguishment of all rights and easements of ingress and egress to � '� � N � X from and across the limited access facility known as U.S. 421 to and from the land as CD � < set out in a deed to the State of Indiana recorded March 3, .2005 as Instrument No. 200500013434. (Affects subject parcel. -See drawing for location of northeasterly right -of -way line for U.S. 421 (Michigan Road).) F+ 11. Subject to the terms and provisions of a Future Traffic Signal Covenant dated January 14, 2005 by Duke Construction Limited Partnership and the State of Indiana, - recorded April 14, 2005 as Instrument No. 200500022031. (Affects subject parcel. - Nothing to plot.) 12. Subject to Amended Duke Construction Commitments, recorded November 19, 2004 as Instrument No. 200400078692. (Affects subject parcel. - Nothing to plot.) - 13. Subject to a Memorandum of Development Agreement b and betwe D k ZONING NOTE The land is zoned 83. 83 Zoning - Height and building set -backs from the Carmel /Clay Zoning Ordinance are as follows: Maximum height: 35 feet; Minimum front yard: residential uses - 30 feet; all other uses - 60 feet; Minimum side yard: residential uses -- 10 feet; any business use located in a block or parcel which includes or adjoins a residential district or use or which is located on a corner lot - 30 feet; any business use which does not meet the above qualiflcationa -none. . Minimum aggregate of side yard: Residential uses - 20 feet; Any business use that requires a minimum side .yard of 30 feet - 30 feet; All other uses -none. Minimum rear yard: Residential uses - 20 feet; Any business vse located in a block or parcel which includes or adjoins a residential district or use - 30 feat; - All other business uses - 15 feet; � 36'17" E Creek Reservoir Y! 0 421 8 Z N�TM w o NO SCALE Z Eagle 46 WEST 38th ST'.',% VICIlUTY MAP t-- OJ SITE 31 G o� '0 �1 N .y O y en u e Construction Limited Partnership, an Indiana limited partnership and Home Depot U.S.A., Inc., recorded April 26, 2006 as Instrument No. 200600022525. (Affects subject parcel. - Nothing to plot.) 14. Subject to Restriction Agreement and Grant of Easements, dated March 17, 2006 by and between Duke Construction Limited. Partnership and Home Depot U.S.A., Inc., recorded April � 26, 2006 as Instrument No. 200600022526. (Affects subject parcel. -Sea Q drawing for permanent drive easement location. - Also blanket in nature. -See document for declarations.) � Q 15. Subject to the covenants and restrictions set out in a Memorandum of Lease W Agreement dated Mary 16, 2006 by an between Duke Construction Limited Partnership and (� O Best Buy Stores, L.P. recorded June 13, 2006 as Instrument No.200600033578. (Does not affect subject parcel.) Im ,..� m U1RVEYOR'S CERTIFICATE cc The undersigned hereby certifies to BURGER KING CORPORATION AND FIRST AMERICAN TiTLE O co .INSURANCE COMPANY as of January 11, 2007, that (a) this survey was made on the ground, (b) O in reliance upon the Commitment for Title Insurance No. NCS - 257648 -INDY dated August 7, 1006, issued by First American Title Insurance Company, covering the premises described herein (the "Commitment') as to matters of record and except as shown hereon, there are no visible a• cr recorded easements, rights of way,_ cemeteries or family burial grounds across said premises br any other easements or rights of way across said premises of which the undersigned has a been advised, and there are no encroachments on, above or under adjoining property, � 1 0 �. easements, streets or alleys by any of the buildings, 'structures, or improvements located on the W � �"" ■� hsrein described premises, and there are no encroachments above, and under said premises by buildings, structures or other improvements situated on adjoining property, except as shown hereon. and there are no discrepancies. conflicts. shortages in area, or boundary line conflicts. '.. Vic) this drawing correctly, according to the standards afforded such surveys and survey W professionals, shows (i) the facts found at the time of the survey, (it) the, location of ell - buildings, structures, bodies of water, and other improvements situated on the above premises, � � 'J tie) the courses and measured distances on or affecting the said premises, iv the scale, the W � north direction, point of reference from which the premises are measured, the width of the street or streets on which the said premises abut, the lot and block number shown on any map or plat to which reference is made in the legal description of the premises, together with � � tt,e recording referenced for said map or plat, (v) the location and number of parking spaces CO � Q and the total square foot area of the premises and any easements noted in the title � U located on or affecting the premises, (vi) the dimensions of all improvements on sold premises at ground surface level and the distance therefrom to the nearest facing exterior Q CO property Iinea of said premises, and to other improvements on said premises and (vii) based upon the Commitment, an accurate reference to the real estate records of the County of LU Hamilton, State of Indiana identifying all easements of record crossing or affectin the said _ W � premises and (d) this professional service conforms to the current Surveyors Association co �= r Standards and Specifications including "Minimum Standard Detail Requirements for Land Title O Surveys." The undersigned further certifies that (1) the property has access to and from LL Michigan Road (US 421) over roadways and through ingress and agrees easements, said o,. O roadways shown on this survey have been constructed, and (li) the premises are not located - urHhin the 100 year flood plain. O Lo it O WCOLPERT, INC. an ea a man No. FO••.'y Rellstered Land Surveyor no. S0386 pe = SHEET NO Stcte of Indiana � 4L SO386 * � ' � STATE OF '4,,fotoar0% 0 O w 0 >: f� W 0 degrees 44 minutes 27 seconds West. 9 In accordance with Rule 12 of Title 865 of the Indiana Administrative Code, the following .observations and opinions are submitted. regarding the various uncertaintiss of the location of lines and corners established on this survey as a result of the availabUlty and condition of reference monuments; inconaistenclea in occupation or possession lines; discrepancies or ambiguities in record descriptions and plats;. and random errors in measurements (Theoretical Uncertainty). Refer to the face of this survey for additional information regarding this discussion. AVAILABILITY AND CONDITION OF REFERENCE MONUMENTS The poattiona of controlling Section monuments and perimeter parcel lines. are taken from the plat of West Carmel Marketplace (Inatr. No. 200600056955, .Hamilton County Records) and � previous Woolpert, Inc. project number 61287. Per the previous Woolpert project, the Q uncertainty due to reference monuments is approximately, 1.0 foot. INCONSISTENCIES IN OCCUPATION OR POSSESSION LINES d (tome, such as fences, indicating occupation or possession lines, are shown on the face of this Z survey with dimensions indicating their position .relative to the lines and corners of this survey. The dimensions are general in nature and are shown to indicate the magnitude of any z T_ inconsistencies In occupation or possession Iinea. Any uncertainty associated with these items is � _`�: V) limited to the magnitude indicated by the dimensions. r� b O Q DISCREPANCIES OR AMBIGUITIES IN RECORD DESCRIPTIONS AND PLATS � U") 7) I U) The parcel as surveyed is part of Bieck H of the aforementioned West Carmel Marketplace and Z ca � W 2 the description as shown was created as a result of this survey. Since the remainder of Block H (D I (n tJ) L� Ilea south of the surveyed parcel, there are no discrepancies or ambuigulties to report for this V-1 I Q H � parcel. . W WLI RELATIVE POSITIONAL ACCURACY 3 1� This survey is classified as an Urban Survey and is within the acceptable relative now positional accuracy (0.07 feet) as defined in Title 865, Article 1 Rule 12, Sections 1 through 19 of the Indiana Administrative Coda. .NOTES 1. No physical evidence was found along the boundary lines of the subject tract except as shown on the face of the .Survey. 2. Field inspection for this survey _was completed August 25, 2006. 3. This survey was prepared with the benefit of 'o Commitment for Land Title Insurance prepared by First American Title Insurance Company as Commitment No. NCS- 257646 -INDY and effective 08/07/2006. According to said commitment, unless otherwise noted, the premises are subject to the following title exceptions: 8. Covenants, conditions, restrictions, setback lines, utility easements and any L_ c u7 amendments thereto contained in the Secondary Plat For West Carmel Marketplace G� � O recorded September 26, 2006 in Plat Cabinet 4, Slide 149 as .instrument No. � 200600056955. We delete any covenant, condition or restriction indicating a preference, u" C limitation or discrfimination based on race, color, religion, sex, handicap, familial status, or . Z C; - CD national origin to the extent such covenants. conditions or roatrictlons violate 42 USC E � N O � F '' -D •N cn v 3404 _), (Affect cu-1-; c# pal-c9% . - S` a drae;ry for Items snoi,l7 per pia:.) , 9. Easement in favor. of: Clay Township .Regional {Master District -.Type of easement: Sewer Recorded: April 9, 1990_ instrument No.: 9007931 and as shown on the plat. O Subject to the terms and conditions thereof.. (Affects subject parcel.. - See drawing for ' CL, G 00 O easement .location.) O O 10. Permanent extinguishment of all rights and easements of ingress and egress to � '� � N � X from and across the limited access facility known as U.S. 421 to and from the land as CD � < set out in a deed to the State of Indiana recorded March 3, .2005 as Instrument No. 200500013434. (Affects subject parcel. -See drawing for location of northeasterly right -of -way line for U.S. 421 (Michigan Road).) F+ 11. Subject to the terms and provisions of a Future Traffic Signal Covenant dated January 14, 2005 by Duke Construction Limited Partnership and the State of Indiana, - recorded April 14, 2005 as Instrument No. 200500022031. (Affects subject parcel. - Nothing to plot.) 12. Subject to Amended Duke Construction Commitments, recorded November 19, 2004 as Instrument No. 200400078692. (Affects subject parcel. - Nothing to plot.) - 13. Subject to a Memorandum of Development Agreement b and betwe D k ZONING NOTE The land is zoned 83. 83 Zoning - Height and building set -backs from the Carmel /Clay Zoning Ordinance are as follows: Maximum height: 35 feet; Minimum front yard: residential uses - 30 feet; all other uses - 60 feet; Minimum side yard: residential uses -- 10 feet; any business use located in a block or parcel which includes or adjoins a residential district or use or which is located on a corner lot - 30 feet; any business use which does not meet the above qualiflcationa -none. . Minimum aggregate of side yard: Residential uses - 20 feet; Any business use that requires a minimum side .yard of 30 feet - 30 feet; All other uses -none. Minimum rear yard: Residential uses - 20 feet; Any business vse located in a block or parcel which includes or adjoins a residential district or use - 30 feat; - All other business uses - 15 feet; � a residential district or use - 30 feat; - All other business uses - 15 feet; � REMOVE BURLAP FROM TOP 1/4 OF ROOT BALL 3" DEEP LAYER OF BARK MULCH 2" TALL, 24" DIAMETER MINIMUM EARTH SAUCER Jv N FINISH GRADE ,.ice SCARIFY BOTH SIDES BEFORE PLANTING IF _ - - FILL WITH PREPARED SOIL MIX -. -. 41. 1111 11� {bf fl l 1 1 TOPSOIL MIXTURE TAMPED FIRM '' TO PREVENT SETTLEMENT 6" I PLANT I 611 BALL :1 PLANTING DETAIL TREES OF THE SAME SPECIES TO BE MATCHED IN GROWTH CHARACTER AND UNIFORMITY DO NOT CUT CENTRAL LEADER 2 - GALVANIZED NO. 12 WIRE GUYS, FASTEN TO POSTS. ENCASE WIRE IN 1 ", 2 -PLY RUBBER HOSE AT ALL POINTS OF TREE CONTACT. STAKE ABOVE LOWEST BRANCHES OR AS NECESSARY FOR FIRM SUPPORT FOR ALL DECIDUOUS TREES. HARDWOOD STAKES, 2 "x2 ", OR STEEL "T" BAR 1 \ FENCE POSTS, 3 PER TREE OF 2" CAL. & OVER 2 PER TREE UNDER 2" CAL., TO BE DRIVEN A MIN. OF 18" BELOW TREE SAUCER FIRMLY INTO SUBGRADE. DO NOT PENETRATE ROOT BALL. TOP OF STAKES TO \\ BE PAINTED WITH A FLOURESCENT PAINT OR EQUIVALENT. r; TREE WRAP FOR ALL DECIDUOUS TREES REMOVE BURLAP FROM TOP 1/4 OF ROOT BALL. PLACE TREE SO TOP OF ROOT BALL IS EVEN WITH LEVEL OF FINISHED GRADE;' - I I -- I = 3" TALL, 36" DIAMETER MINIMUM EARTH SAUCER 3" DEEP MAXIMUM OF BARK MULCH, LESS AT TREE BASE �' = -_ SCARIFY SIDES BEFORE PLANTING I 1=.1 L i i I I II I II11 I I FILL WITH PREPARED SOIL MIX LAN 911-1211 TOPSOIL MIXTURE TAMPED FIRM TO PREVENT SETTLEMENT 14 CA s TREE PLANTING DETAIL -.-r F)FCID- P FVFRCRN- '- ' 41 , i - AR NOT TO SCALE 02920 -02 NOT TO SCALE qcxtF t�\`�� ORP�NP�� a .0, -lit F AO VD V V 1 PLANT SCHEDULE MARK QTY. PLANT TYPE SIZE REMARKS TREES AA 3 AMELANCHIER ARBOREA 2" CALIPER (SHADBLOW SERVICEBERRY) B & B AF 6 ACER X FREEMANII 2 1/2" CALIPER (ARMSTRONG TWO MAPLE) B & B AR 16 ACER RUBRUM'AUTUMN BLAZE' 2 1/2" CALIPER (AUTUMN BLAZE MAPLE) B & B AS 16 ACER SACCHARUM 'ENDOWMENT' 2 1/2" CALIPER (ENDOWMENT MAPLE) B & B SR 9 SYRINGA RETICU LATA 'IVORY SILK' 2 1/2" CALIPER (TREE LILAC) B & B SHRUBS BM 13 BUXUX `GREEN MOUNTAIN' 24 "HEIGHT 48E1 O.C. (GREEN MOUNTAIN BOXWOOD) 3 GALLON BV 8 BUXUX 'GREEN VELVET' 24 "HEIGHT 4211 O.C. (GREEN VELVET BOXWOOD) 3 GALLON IG 42 ILEX GLABRA 'COMPACTA' 24 "HEIGHT 36" O.C. (COMPACT INKBERRY' 3 GALLON JC 45 JUNIPERUS CHINENSIS 'KALLAYS COMPACT' 24 "HEIGHT 4211 O.C. (KALLAY JUNIPER) 3 GALLON PO 5 PHYSOCARPUS OPULIFOLIUS 'SEWARD' SUMMER WINE 24 "HEIGHT (SUMMER WINE NINEBARK) 5 GALLON RR 12 ROSA 'RADRAZZ' 24 "HEIGHT 42" O.C. (KNOCK OUT RED ROSE) 3 GALLON VD 57 VIBURNUM X DENTATUM 24" HEIGHT 4211 O.C. (ARROWWOOD VIBURNUM) 5 GALLON PERENNIALS, ORNAMENTAL GRASSES AND GROUND COVERS CA 60 CALAMAGROSTIS A 'KARL FOERSTER' 3 GALLON 42" O.C. (FEATHER REED GRASS) HH 90 HEMEROCALLIS 'HAPPY RETURNS' 1 GALLON 18" O.C. - REF. NOTE #1, (HAPPY RETURNS DAYLILY) FILL BED MS 28 MISCANTHUS SINENSIS 3 GALLON 42" O.C. (MAIDEN GRASS) PA 5 PENNISETUM ALOPECUROIDES 'HAMLEN' 3 GALLON 3611 O.C. (HAMLEN FOUNTAIN GRASS) VG 50 VERONICA'GOODNESS GROWS' 1 GALLON 18" O.C. - REF. NOTE #1, (GOODNESS GROWS VERONICA) FILL BED LAWN AND MULCH MULCH DARK HARDWOOD MULCH, PREMIUM GRADE 3" DEPTH MULCH BEDS INDICATED w/ HATCH PATTERN, U.N.O. SOD WARREN'S TURF - TULL TALL FESCUE BLEND PLANT SCHEDULE NOTES 1. ALL GROUNDCOVER BEDS SHALL BE PLANTED USING TRIANGULAR PLANTING GRID, REF. SCHEDULE FOR GRID SPACING G Q ZJ� 7 C� 7- SCALE: 1" = 20' -0" LANDSCAPE NOTES 1. INSTALL LANDSCAPE IRRIGATION SYSTEM FOR ALL LAWN AREAS AND BEDS. IRRIGATION SYSTEM TO PROVIDE COVERAGE FOR OUTLINED AREA NOTED ON PLAN. ALL IRRIGATION PIPING AND HEADS SHALL BE WITHIN THE PROPERTY LINES. UNDERGROUND PIPING SHALL RUN PARALLEL TO OTHER UTILITY LINES TO MINIMIZE CROSSING UTILITY LINES. 2. INSTALL NEW SOD LAWN TO LIMITS SHOWN AND NOTED ON PLAN. ......... ........ ►'i'i'•'�'i'�'i'i'i •'i'i'�'i'i'�'i'�� ►'i'i'.'i'i�i'i'i�i •'i'.'�'i'�'i'.�i'i ►i'i'i'i'i�i'i'i�� ►�'i'i'i'.'i'.'i'.� ►.'.'1'.'.0i'.'i'.� ►.'.'i'.'i'.'i'.'�� ►.....a.• ►......... ►i'i'i'i'i�i'��i'i ►�'.'s'i�i'i�i'.'i� D A U S S A P.CHITECTS architecture planning 227 historic w. 11 th st. p.o. box 1006 anderson, in 46016 tel: 765/649 -2258 fax: 765/649 -2337 daussarch @ameritech.net F� SCOPE OF DRAWINGS These Drawings indicate the general scope of the Project in terns of architectural design concept, the dimensions of the building, the major architectural elcrn+res and the type of structural, mechanical and electrical systems. The Drawings do not necessarily indicate or describe all work required for full pertormanceand completion of the requirements of the Contract. On the basis of the gene +al scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the Work. COPYRIGHT DAUSS ARCHITECTS DRAWN CHECK DATE ISSUED FOR ADLS REVIEW APRIL 19, 200' O NEW RESTAURANT FOR J WEST CARMEL MARKETPLACE CARMEL, INDIANA c, No. AR00910080 - STATE OF SHEET TITLE LANDSCAPE PLAN SHEET NUMBER L = I OF SHEETS PROJECT NUMBER 0001 -0611 v� E z o 00 N I cD � O a' O N I N 00 > N 0 z cp -0 0 00 E O N - cL>' U) v L > x ap -0 W Q) 0 rn a_ v E Q (n -°. w v < 00 ao w o Q U w I v c� v OO N / U 4i Sri E E Z Z v a) E O N a v � J / U a� o L- U) U / L- I— V) En i 1 4) CAR–C 1 1 1 1 13> DLE–G 1 5) SYR–R 1 t 1 H) CAL –A 10) ,IU1 –C 33) S&--H i iC 133) SYR–R 3) BET-N 10) CAL–A 10) HEX–N 27) V131–D 26) CAL –A 93) HD" 4) CAR–C 11) VIH–D 13) 15) VID –D 9) "m –S F-a-24 U • u QO � ..r �! "��� ^�' � �� ��� •'` � �, if �� , iii, fv'1t. OIt� �. �j„+f"�� `' �•� �Jwr��`�4.�, .f, ';Oki `.t_ � � !'. ,.* ;:� •,� -- � !.r ..! MOAB k14A Dr4 4 1 - I !� � G. 1 1 l 1 i t • I f1i �� , , , ail 7) JUN–C 1 10) CAL –A 13) HE" 3) RET–N I s) SYR–R n WS -S 13) JUN–c 27) V131–D 26) CAL –A 93) HD" 4) CAR–C 11) VIH–D 13) 15) VID –D 9) "m –S F-a-24 U • u QO � ..r �! "��� ^�' � �� ��� •'` � �, if �� , iii, fv'1t. OIt� �. �j„+f"�� `' �•� �Jwr��`�4.�, .f, ';Oki `.t_ � � !'. ,.* ;:� •,� -- � !.r ..! MOAB k14A Dr4 4 1 - I !� � G. 1 1 l 1 i t • I f1i �� , , , ail • / '��` I I I I I 1 I I I I I i I I 1 I 1 1 I I I , J ` 2) SYR-R •' :_ ��� / � _. I I I I I I I I I I I i I I I I I I I �. _-�� 1 7) FUS –S � 1) ACE -D 9) FEN'A 13) JKUJN–C u ACE–A u ACE-9 ® - 1 1 1 I 1 1 I 1 I l I I I I 1 I I I 1 I 1 1 1 I I I I I 1 I 3) SYR -R � I � � p® / 1 I i i I I 1 I 1 I I I 1 I I I I I ( I I I r i 1 I 1 I I I I _ ,• ...' -, .. •';,¢�� � I El ..1 ,- I 133) ILE–G U u ACE–A ,:• ` u SYR–R 10) .�–C ED ACE–A c.n ��� • a S) JUN -C t • 1 50 100 150 73 U-111 VIII■'. GRAPHIC SCALE IN FEET N i U.S. 421 (MICHIGAN ROAD) PLAN� W ... TREES TREES PERENNIALS, ORNAMENTAL GRASSES, AND GROUND COVERS Symoo 9UANTiTY BOTANICAL NAME COMMON NAME L"- ROOT NQTES SYMBO j. BOTANICAL NAIA COMMON NAME §JU ,RO NOIL ACH —M 175 ACHILLEA X 'MOONSHINE" IA3014SHINE YARROW 2 GAL. CONT. PLANT 42' O.C. ACE —A 13 ACER X FREEMANII ARMSTRONG TWO MAPLE 2 1/2" B/B SEE PLAN nL —T 22 TILIA TOMENTOSA SILVER UNDEN 2 1/2- B/B SEE PLAN CAL —A 619 CALAMAGROSTTS A. 'KARL FOERSTER' FEATHER REED GRASS 2 GAL. CONT. PLANT 42" O.C. ACE —B 67 ACER RUBRUM 'AUTUMN BLAZE' AUTUMN BLAZE MAPLE 2 1/2' B/B SEE PLAN HEM —M 639 HEMEROCAWS 'STELLA DE ORO' STELLA DE ORO DAYULY 1 GAL CONT. PLANT 24" O.C. SHRUBS ACE —E 53 ACER SACCHARUM 'ENDOWMENT' ENDOWMENT MAPLE 2 1/2- B/B SEE PLAN MIS —S 173 MISCANTHUS SINENSIS MAIDEN GRASS 2 GAL• CONT. PLANT 42" O.C. BUX —K 150 BUXUS KOREANA 'GREEN VELVET' GREEN VELVET BOXWOOD 24" CONT. PLANT 36. O.C. AME —A 20 AMELANCHIER ARBOREA SHADBLOW SERVICEBERRY 2" B/B SEE PLAN - PEN —A 410 PENNISETUM ALOPECUROIDES 'HAMELN' HAMELN FOUNTAIN GRASS 2 GAL.. CONT. PLANT 36" O.C. HYD —Q 36 HYDRANGEA QUERCIFOUA OAKL.EAF HYDNWGEA 24' CONT. PLANT 36" O.C. BET —N 12 BETULA NIGRA RIVER BIRCH 10' B/B CLUMP RUD —G 25 RUDBECKIA FULGIDA 'GOLDSTURM' 9L4CK —EYED SUSAN 1 GAL CONT. PLANT 24" O.C. ILE —G 254 ILEX GLABRA 'COMPACTA' COMPACT INKBERRY 24' CONT. PLANT 36" O.C. CAR —C 27 CARPINUS CAROUNIANA AMERICAN HORNBEAM 2 1/2" B/B SEE PLAN SAL —M 105 SALVIA NEMEROSA 'MAY NIGHT' MAY NIGHT SALVIA 1 GAL CONT. PLANT 24" O.C. JUN —C 414 JUNIPERUS CHINENSIS 'KALLAYS COMPACT' KALLAY JUNIPER 24" CONT. PLANT 42" O.C. GLE -1 61 GLEDITSIA TRLACANTHOS 'SHADEMASTER' SHADEMASTER HONEYLACUST 2 1/2" B/B SEE PLAN JUN-+S 96 JUNIPERUS CHINENSIS 'SEA GREEN' SEA GREEN JUMPER 24" CONT. PLANT 42" O.C. PIC —A 30 PICEA ABIES NORWAY SPRUCE 6' B/B SEE PLAN LAWN PIC —P 39 PICEA PUNGENS BLUE SPRUCE 8' B/B SEE PLAN PHY -0 36 PHYSOCARPUS OPUUFODUS 'MONL•O' PURPLE NINEBtRK 24" B/B PLANT 420 O.C. SEED SO. FT• ALL SEED AREAS TO BE HYDROMULCHED VIB —D 536 VIBURNUM X DENTATUM ARROWWOOD VIBURNUM 24" B/B PLANT 42" O.C. SOD SQ. YDS. ALL SOD AREAS TO BE IRRIGATED QUE —R 17 QUERCUS RUBRA RED OAK 2 1/2" B/B SEE PLAN VIB —P 119. VIBURNUM P. T. 'SUMMER SNOWFLAKE' SUMMER SNOWn.AKE VIBURNUM 24" B/B PLANT 42" O.C. SYR —R 102 SYRINGA REIICULATA 'IVORY SIX TREE ULAC 2 1/2- 8/8 SEE PLAN MULCH SHREDDED HARDWOOD CU. YDS. ALL PLANTING AREAS TO BE ® A 3" DEPTH BARK MULCH Nov MOLLY a' r SEE SHEET C501 FOR LANDSCAPE NOTES GENERAL NOTE Quantity lists are supplied as a convenience. The Contractor shall verify all quantities. DRAWING INCLUDED FOR REFERENCE ONLY TO ILLUSTRATE OVERALL CENTER DESIGN INTENT NOT FIELD VERIFIED 1 S , r 1 M i i a • P r 0 1 s M 1,_ -=� .d>iAt•00 Q0 x'"000.4.1 ,;Otl�D000:dt* I 1 a ��►� ..... �,.......� ...... ,.., .� .... .... ...1 " WW r , +t ■OQ • / '��` I I I I I 1 I I I I I i I I 1 I 1 1 I I I , J ` 2) SYR-R •' :_ ��� / � _. I I I I I I I I I I I i I I I I I I I �. _-�� 1 7) FUS –S � 1) ACE -D 9) FEN'A 13) JKUJN–C u ACE–A u ACE-9 ® - 1 1 1 I 1 1 I 1 I l I I I I 1 I I I 1 I 1 1 1 I I I I I 1 I 3) SYR -R � I � � p® / 1 I i i I I 1 I 1 I I I 1 I I I I I ( I I I r i 1 I 1 I I I I _ ,• ...' -, .. •';,¢�� � I El ..1 ,- I 133) ILE–G U u ACE–A ,:• ` u SYR–R 10) .�–C ED ACE–A c.n ��� • a S) JUN -C t • 1 50 100 150 73 U-111 VIII■'. GRAPHIC SCALE IN FEET N i U.S. 421 (MICHIGAN ROAD) PLAN� W ... TREES TREES PERENNIALS, ORNAMENTAL GRASSES, AND GROUND COVERS Symoo 9UANTiTY BOTANICAL NAME COMMON NAME L"- ROOT NQTES SYMBO j. BOTANICAL NAIA COMMON NAME §JU ,RO NOIL ACH —M 175 ACHILLEA X 'MOONSHINE" IA3014SHINE YARROW 2 GAL. CONT. PLANT 42' O.C. ACE —A 13 ACER X FREEMANII ARMSTRONG TWO MAPLE 2 1/2" B/B SEE PLAN nL —T 22 TILIA TOMENTOSA SILVER UNDEN 2 1/2- B/B SEE PLAN CAL —A 619 CALAMAGROSTTS A. 'KARL FOERSTER' FEATHER REED GRASS 2 GAL. CONT. PLANT 42" O.C. ACE —B 67 ACER RUBRUM 'AUTUMN BLAZE' AUTUMN BLAZE MAPLE 2 1/2' B/B SEE PLAN HEM —M 639 HEMEROCAWS 'STELLA DE ORO' STELLA DE ORO DAYULY 1 GAL CONT. PLANT 24" O.C. SHRUBS ACE —E 53 ACER SACCHARUM 'ENDOWMENT' ENDOWMENT MAPLE 2 1/2- B/B SEE PLAN MIS —S 173 MISCANTHUS SINENSIS MAIDEN GRASS 2 GAL• CONT. PLANT 42" O.C. BUX —K 150 BUXUS KOREANA 'GREEN VELVET' GREEN VELVET BOXWOOD 24" CONT. PLANT 36. O.C. AME —A 20 AMELANCHIER ARBOREA SHADBLOW SERVICEBERRY 2" B/B SEE PLAN - PEN —A 410 PENNISETUM ALOPECUROIDES 'HAMELN' HAMELN FOUNTAIN GRASS 2 GAL.. CONT. PLANT 36" O.C. HYD —Q 36 HYDRANGEA QUERCIFOUA OAKL.EAF HYDNWGEA 24' CONT. PLANT 36" O.C. BET —N 12 BETULA NIGRA RIVER BIRCH 10' B/B CLUMP RUD —G 25 RUDBECKIA FULGIDA 'GOLDSTURM' 9L4CK —EYED SUSAN 1 GAL CONT. PLANT 24" O.C. ILE —G 254 ILEX GLABRA 'COMPACTA' COMPACT INKBERRY 24' CONT. PLANT 36" O.C. CAR —C 27 CARPINUS CAROUNIANA AMERICAN HORNBEAM 2 1/2" B/B SEE PLAN SAL —M 105 SALVIA NEMEROSA 'MAY NIGHT' MAY NIGHT SALVIA 1 GAL CONT. PLANT 24" O.C. JUN —C 414 JUNIPERUS CHINENSIS 'KALLAYS COMPACT' KALLAY JUNIPER 24" CONT. PLANT 42" O.C. GLE -1 61 GLEDITSIA TRLACANTHOS 'SHADEMASTER' SHADEMASTER HONEYLACUST 2 1/2" B/B SEE PLAN JUN-+S 96 JUNIPERUS CHINENSIS 'SEA GREEN' SEA GREEN JUMPER 24" CONT. PLANT 42" O.C. PIC —A 30 PICEA ABIES NORWAY SPRUCE 6' B/B SEE PLAN LAWN PIC —P 39 PICEA PUNGENS BLUE SPRUCE 8' B/B SEE PLAN PHY -0 36 PHYSOCARPUS OPUUFODUS 'MONL•O' PURPLE NINEBtRK 24" B/B PLANT 420 O.C. SEED SO. FT• ALL SEED AREAS TO BE HYDROMULCHED VIB —D 536 VIBURNUM X DENTATUM ARROWWOOD VIBURNUM 24" B/B PLANT 42" O.C. SOD SQ. YDS. ALL SOD AREAS TO BE IRRIGATED QUE —R 17 QUERCUS RUBRA RED OAK 2 1/2" B/B SEE PLAN VIB —P 119. VIBURNUM P. T. 'SUMMER SNOWFLAKE' SUMMER SNOWn.AKE VIBURNUM 24" B/B PLANT 42" O.C. SYR —R 102 SYRINGA REIICULATA 'IVORY SIX TREE ULAC 2 1/2- 8/8 SEE PLAN MULCH SHREDDED HARDWOOD CU. YDS. ALL PLANTING AREAS TO BE ® A 3" DEPTH BARK MULCH Nov MOLLY a' r SEE SHEET C501 FOR LANDSCAPE NOTES GENERAL NOTE Quantity lists are supplied as a convenience. The Contractor shall verify all quantities. DRAWING INCLUDED FOR REFERENCE ONLY TO ILLUSTRATE OVERALL CENTER DESIGN INTENT NOT FIELD VERIFIED I rn ; 3 000 r c0 Q) M� 00 y cV 3 � I i co W z N - -+ C X 0 c � Z Q� o C v � E a CN CL o d- r� 0 � o U) I U m c!O p O U Lc) CV / U 6 V— L- E O U Z Z _+_, N E � o co Z3 N v —° Ln ow �o U)cani �U U) 0 � C� 27) HEN-M 3) S1fR -R E v I 7) SYR-R _ I D _ I D -- > � 1 7 1 ,1+ _a X11 - - -'� n` I r l l l L_ _1 —_I r, U.S. 421 (MICHIGAN ROAD) l Im I!C!4-it 2) SY R-R t--- ( -- - 1- -I� -r -T- - T-r-�1`130?OSE0 GA5 LINE. F') 'VERIFY, EXISTING GAs- j-JN-y I J I I I 1 I I I (LOCATION. COORWTE CONNECTION WITH UTIdTY �__ -- COMPANY I 7 L _ _ CL>✓"VJT Ihm 8 08. 0 I I 1 I I 1 I I I I I I I I ( `--! 1 1 1 1 1 1 1 1 1 1 1 I I I I 3) I I I I I I I I I I 1 I I I I I I 1 1 I I 1 1 I 1 I I I I 2) AM-9 38 LF/OF 6" PVC P 1.00% (MIN) 1 ' POND E N P. 874.0 100 —ro?. FLOOD ELEV. W1.50 SoTm 1 EL.EVj) S&O --T =O 0 50 100 150 GRAPHIC SCALE IN FEET 4 1 • ■...... .... CO. r , a \Q 1-il. A�gl um. - SEE SHEET C500 FOR PLANT SCHEDULE:. V SEE SHEET C501 FOR LANDSCAPE NOTES ' r / WEST PERIMETER ( ') LEVEL F DRAWING INCLUDED D } ( uuN7 34 SHADE TREES FOR REFERENCE ONLY TO ILLUSTRATE OVERALL Di h; ! 36 ORNAMENTAL TREES CENTER DESIGN INTENT 173 SHRUBS NOT FIELD VERIFIED • e' I a.i FIXTURES 'C' AND 'D1 r -. H I LTO N'�' - FLAT LENS (,ian-us reflxtors are prota:ted by U.S. N rt No. 6r434,37Ii) HOUSING - Largos Una -piece spit aluminum kv ing with a d.3n door access. NI Mn H and HMon D Small: Found spun aluminum housing with a chc e d Loa tip,- aowu veers (,disc or donne). -aF =-°� - -- DOOR FRAME,10P COWER FASTENERS - Laiget I" suites; svd rapCe b3 tasteriers proide secure ck -sure and allow oa9j access with m loose f ardk:are. For ere d instalb6aj% the doa lrarne is Wremotiable. NI MR H and 11111,01 H Smaq: Three stainless stet captiee top- er fastners pr-mida - secure closure and allow ea" access with no Lew kudwara. lh a top i o%vr is atiacftai b teasing kia a tNtrer sl, which frees bola hands while senicingi. I.BRSr"6.+SKET -The tat dmpered glare lei, measuring 1-in Ihi:imess, is sa3kd tc the salt aluthilum hr>r iranTe Lar•3e) a boo Cie tattom of tl>< top awas�; hotuing (Hilts H 1 and Hitbn 11 Sm•alfl with cc 7ri ueus EPCf•1 e&DdLbd gasketing. q Fnt f:n 15QtlE5 SOCKETS- Fuhrelain rropultase 93cIoe& All sodrats are ptase-rabed. :iHD`' l.n rurrf LIGHT SOURCE3 - Pulsa -Start kkW Hafida, Super LW Halide, fast Halide, &till Halide Reim Enti+dcile- or High Pres=,Lra Sr.Aum. Clear tamp is supplied as sdndar . BrILLA.STS - Hi3trpower b x baflast designed for "0' F Meation. The oerhniet4_• . r s • 1 talast tray features a quick- diwcan", plug. Fuk-c -art R1eta1 Heide, Uer Lidal - Haid?, McWHaidw ad 253watt and ab o6 HO Prtesue xdium fixbras feature a Arm Mount role lop 1,10111111 ' Ct,1A balast 1i t3 watt aid 1511 waft High Pre -save S:dum frxfules fs wrean HX4iPF _ r -� a talasL 1 REFLECTORS- DISTRI111M ON PATTERNS - Large: T..Te IIi (3), Paireter forward Thera a Disc Top 1 1,FPi, AtkAxtive Ferxard lhr�r (FA), and Type V 151. - ' c Ht tot, H: Type 01;3), Parimetew Forward Throw IFFI, ad Type V I e• D WILD H Small Tyra 11 (2 - mtical crtA Type III (Ji, Fxward Throw TT R ad Type ("20B, A _, B V (3;. At tut Hilton N Small tt!Hectars are field tcadble. PbDbvtric dad k testied in 1 r aosardance with IESNA guidelines. e a BRJaETS - Large Arm Mount 2 -12' x &:.T x o edruied aluminum br3kEt is � Dane Tap c standard. Bradket and houelna attach b round pole with dinxtghtatd and acne-place, talk -up Pole rttplate irrclydeiwith fixtur -evil. ILIUM 11 and HUID1 H Small Arm Mount 8242 "x 5.19'7t 6• len3ha�truijd dininum braiclk-4 is shipped stanJard. A cud Pate Rat` (RPP2`) la pr >+idei as standard for mcumtin3 to 3• -,; round pclas. Pole Top: The ast alumikm nr:untin3 hub crrnr-mis tie wirig axripartraxnt and e e nvrts dracfy b L 1's uniWe't+ck-tp mavfiq pf1e", Aa a Wk- stttngth grade Large c fry std bait with irybn insert aid spit lock washer for double l clit3 Support amts e consist cf four 1116' O.D. aluminum pads and are piswi-A for ease of i►staHitic FINISHES - ExhixhreisinishedwithCvalsripe ,Lvlot"- t"- -on fir«ktt- ° Brrsbet- friiSiig m_ -o?ss. Thar DIra3rtF palyesW finish w1>bStdMs edenne weathErchange$ 2-bdt Patient (Milian In 2 -bsh P4Oem iJ4illan Lale) without cracking or peelin3 and is guaranteed for itia fill ywr>, Stanturd finish cokes A B C are beonm thick, pfainum plus, tuff, whit; aaiin *ride green, rrrrtali: siker, and graph& DECAL STRIPING - L51 cffirs %bond cokr- ccadnated deals in 9 standard ablors b ankrit the lava Di: * are guaranteed for five years against peeing. ar cking, or fading. PHOTOMETRICS - Reese Asitam %eb site at wl♦1K 151- Indtlghfes.tom kr detailed pt cacmetic data. HFPL 31.74 a511s3S 11176'341,S 74"0.5 Note: House Side Shield add: to fixture E JL C4nlh faclorf. HILTON"" FLAT LEAS LUIAI iAIRE ORDERING INFGRh1ATION 111-01 -m Cauiy lYner F4. tN1yr tsars f lapel ise.r.l NFrP" PSNP4T -Pis: 5411vM.t+ :li.n -±1._F 413 ,Ii -5t -r HFF,H 1942 61.X24 E29:24 =5 •Nte.nton FtF DH HFP_E HFR#* Wtn r.-e rt3.rn -f• zf.Ryl _ 090' 4 HFS'l -. 1 35 51_• 4 fit•. 4 NFRD4rtWirs- C==ast tc.a,.} c• ft-1rh'.t7 - NFFROFLIG In'v Ffr { y }►4 ,f 7- 1__1 ; i•a NFL Am Wml Wft'4' 17,•37 - HFPf.P.k: 47= .46.75 090' f ism :1.1 :f HFPL 31.74 a511s3S 11176'341,S 74"0.5 Note: House Side Shield add: to fixture E JL C4nlh faclorf. HILTON"" FLAT LEAS LUIAI iAIRE ORDERING INFGRh1ATION 111-01 -m Cauiy lYner F4. tN1yr tsars f lapel ise.r.l Aral mlat N*h,rrat.! HFRO - -4 4 SH ie -'8 &1k x, •111111 Single HFF,H 1942 e1_-1z4 61.X24 E29:24 =5 •Nte.nton FtF DH HFP_E 17.=7 ^_V4s Sic+ 4 61.7124 42z46. ,rs 090' 4 HFS'l -. 1 35 51_• 4 fit•. 4 61.7124 613124 E= 9.`_+4. 75 4264@ 75 790' HFF,'r' 1 .542 61,-24 et•7124 52 TN120' Wft'4' 17,•37 61_+24 61.3L4 47= .46.75 090' HFPSD; HFA . :143 $1c :24 61•a�'4 E:9 ^4. ?5 ■ Pole Top P•FFR 1 1.3 12 2.0 2:0 2 -rpeif lc:) P;M'.'- Puse- surtlktalHalide Vertical 3 -T/pe iI I 150 175, 2CQ 25Q 320Viatt 14FPAD `A ?_ •'?� Ty ?: E :f' ?1 75 175 I-FL 8 ?'?4 5 6?31 n5A' ^_o HFPL 31.74 a511s3S 11176'341,S 74"0.5 Note: House Side Shield add: to fixture E JL C4nlh faclorf. HILTON"" FLAT LEAS LUIAI iAIRE ORDERING INFGRh1ATION 111-01 -m 3 -rifpe I Hiliol Flit Lens t1:2m.E• 8 slant HFSi HFSH HFSDi HFSDH HFH HFRO HFL •111111 Single 1.1 1.2 19 2.1 1.9 mis4. DOD` 2.1 2.5 37 4.1 37 090' t ct 1 12 33 1 16 3d 790' ? 3.4 52 5.7 52 TN120' 2.9 3.4 52 5.7 53 090' 37 1 4.4 6.7 7A 6.8 ■ Pole Top 1.1 1 1.3 12 2.0 2:0 HFPL 31.74 a511s3S 11176'341,S 74"0.5 Note: House Side Shield add: to fixture E JL C4nlh faclorf. HILTON"" FLAT LEAS LUIAI iAIRE ORDERING INFGRh1ATION 111-01 -m 3 -rifpe I luo PSF tt Fuw-sw Metal Halde F -Flat dear 460 ERz Br. r. Herimflial FT- Fawau r] Throw 1513 320 %1311 14W.Ired glass L1T-1.111 lap ELK -Elack DIsc cArmMo 5 -Type VS quare 15-'D F.11- Metal Hate PCE208 - External Phatocelf TT - Ttl-Tv PLP - Platinum PLUS FCE240 - External Pb3tocell 51 -Dark Red 9iiiiiiiiiant 1; 5, 250 1 / att 700 -Aff ?c Shier - ELiF - Ei II MfF li- P 1e Te p RTA -=-M HPS -Hlah Pressure Sodium 6 LL -Less Lamp N'HT - Ylhlte Done Tap HF,C•N -Aim Wu 2_75 g3 1GCt 15Q 250 ilaq 1 X M x 4 METAL HALIDE POLE MOUNTED LIGHT S':G- &alln'.'erde HFF` -N -PuleD Let'_ tr3 %-S ke l•5_d. 10.4 NOTES: 1. ALL 20' POLES TO BE MOUNTED ON CONCRETE BASES 2' ABOVE GRADE FOR A TOTAL MOUNTING HEIGHT OF 22' ABOVE GRADE. Grfen CPT - rraptniti MSV-iieta11cSIvv Nihol11simll 2 -rpeif lc:) P;M'.'- Puse- surtlktalHalide Vertical 3 -T/pe iI I 150 175, 2CQ 25Q 320Viatt Disc Tcp FP- P+_rlmekt Forward 175 MH - Metal Halide III FL.1- Arm Ut-ti Thr :w 2 }] 175, 250 Matt of i- pule Tcp 5 -rype V Rcund 25!] Hf 5- HIM Pressure Sodium Dome Top s Y3 i C % 15011tau HF„L°; - ArmMoI ofFFrrWW - Rae Tc•p CHOI H 3 -Tape 111 213 MU- Purse -Start Metal Halide Vertical FP - Perimeter Forward '"513 233, 2-51], 3213, 4133 st 'a ft 0IscTtp Thraw '313 Ski'.' -Weer Metal Halide HfT; - Arm Mount 5 - Tipe'i R'Xindt 400 41)] Mitt NFFR - PyeTc•p 1111 itetalHalle- Dome Tap X3,133 NAit HfPD -Aim kfau HIPS -High Pressure SWUM IlfMD -Plole top =57, 4.30 4t'alt Nihon tarp! 3 - T%re H 1 Frd.T: - Pude-Slart F.iefal I.WU& Verlieal FP- Perimeter Forward 175 0 750,1000= 4tatt HR.- Arm Mount Throw MHR- Metal Halide Reduced HFFt.- 170 Top' FA- ASutorrtotkn Ferwird 1000 wad Thr_ilk MPS -Hl h Ressure S-]um 5 - Tgr-e V Square 75 livatt I I F_ I I . I I I I HFL 5 1000 hiHR F NIT PLP PCR 20 EXkM PLE OF A TYPICAL GIRDER afloat a amen Berocal 45 -Whi C-31d Pf:1120 -Mon r pe FtictxHl F1 }tatic N12C6 - Eutlon 1` pe Fmctxell raape 20 - 01arcoal `D' TOHDl3f'tE:Br -•� FY 1240- Eutlon Fhctc ell -Mon rype Riot Of Metallic Fa a cap +1•:tt s-alr ess FCt347 - F won -ripe Pt>r• /Y.el 94 - Blue MEMO; 5le?t f{ •E'Aa LL -Less Lamp 59 -Dark GreEn Acre �- 1!'r :.3 sye.'eo Niltoe N Vertical 21 - TaMbDRed :] cas�r-Iar FX120 - External Prdoc ?If 55 -Ela_k Cp':! �* _ -Ter3r VOL i:sFacry1 2 ?'3' G-- Taro PCE208 - External Phatocelf 50 -Wite Y OD 7e,*i FCE240 - External Pb3tocell 51 -Dark Red 9iiiiiiiiiant FCE277 - Exkfnat Pbotocelf 700 -Aff ?c Shier - LL -less Lamp N ilttal Larpe Veil ical iktelfc RTA PCM -Mct electric rcMr•ol Recepiactc� v 6 LL -Less Lamp 11 -5 ,."'Ease urge A11:y 3 =8-T: V.:l 5:n S.ve-s aril _1::1 Destriplioa Order Number Desaolisn Order Number PC120- notc-CO 122514+ W-1r, - vnPraF1r51n3 Fk347" PC208 -" 7- Ft►,t,ce rDr:*= •- _'. : :'1,7.'or^" ",' 12251_,+ MItfFiTr�ilar- Fi3, :e�t�T- 4_43X4 -_, PC34? - FtioWll 159516- HFR FP:31 HSS -Hour? SideLhiek! PC460 - Fhott rM 1225157+ HF -_H.HF57 FF °.I1 H5-5 -"Duce Sias E0.14d 1c�5C5 -•+ FK1a0-SlnyeFusing Flf1a3 -+ HF :`2HSS- Houtte Side :rnlet7l VI!505 -" Fk? 7 - Shr:Je FwAng Fk 2 ; -+ r - :a D1lt x use w 12211 XLR EfQ08,24-3 - Dout•le Fush] Gfk _n 240 -+ - , - t3 Dun Fbte r rm 12'111 =�LR EfM80 - DCcbI- Fin1D1 If K4"&- + PC nvc- ii cor;"t rnit . sivi Lvot . only .a Plairtl must � kcarsd i9 t±te teasel -isit _I iyt loth - sat in six ia�::r. MOVE Slif SHIELD +++ Eraci testy Mills. Lac it Milan H Mix sad Dams Top) tilbi I4ndl 11319 ad Dane Top FOITRARD THROW efRTPt TrK III ✓ ND TYPE H. TrF1 Ill. 11D iU43(-)41 FMINARD THROW (FP) RJR WARD THROW i Fr: PPi 4-13.91 ;l 513531 Ifi' 11 MW 51 (12d-, -lr1:4 121 :1. (1Lmm(, _ 1[ 39' -fit f#- 3112' 1311 mot+ (2:3hrnh j 139inq Project Name i F>iur6 ifpr 1.51 V411 STRIES INC. a��.w,y. Catalog t i RTA20CSB4= * MH- MkialHalide `D' TOHDl3f'tE:Br -•� C I Fa a cap +1•:tt s-alr ess F a 5le?t f{ •E'Aa «. 175 Acre �- 1!'r :.3 sye.'eo k`a 1•.31 -r cc :] cas�r-Iar -^;3 Zia. Ease C. a. Cp':! �* _ -Ter3r VOL i:sFacry1 2 ?'3' G-- Taro van F o?Lt ter .4 ?l:'; Y OD 7e,*i Fn:rar Ar•r LW,l 9iiiiiiiiiant -A- 1 a= - 'l tie g ?t RTA 2 v 6 4.5 11 -5 ,."'Ease urge A11:y 3 =8-T: V.:l 5:n S.ve-s aril _1::1 2_75 g3 F -r] w Ht5 1 X M x 4 METAL HALIDE POLE MOUNTED LIGHT NC-E. Ar."or Bot Prc,&=n. LIA: Ee fr.zas-id Wie•t Let'_ tr3 %-S ke l•5_d. -F- U3 E -n I.W. e d) c, NC 'GBlvdlizel L:--e ' Art -no, 50-S, Tyr -_aag4 ^d AC7?.1 A'.53- =t N: ew=er• ze3 stew Hex. Him sr Ga,.ar zeC steel : c•.txast•e m tti Ga .err ze 6teN 9. Xemerers l l<r_s -� -fE ST"3AFZ FINISHES: (add as BaTs) B.; E 3ck �.wa• r Fa! ^t B .`tr!e P aim, cler Fal^t EN 5 -,,rzs a wa=r Faint E`>C,akGree aawtl?rFait 81 Satir G?rer31 MH- MkialHalide 3 C D E F a LTT- stuIII Tar« «. 175 tsar ^! k`a 1•.31 -r cc E o era. -^;3 Zia. Ease C. a. 3c r .dote van F o?Lt ter .4 ?l:'; Lirl Fn:rar Ar•r LW,l 9iiiiiiiiiant -G 1 a= - 'l 1 RTA 2 .153 6 4.5 11 -5 11 -12 2_75 g3 !"0 1 X M x 4 METAL HALIDE POLE MOUNTED LIGHT 27.9 1 21.E I 13.1 12 8 10.4 :5 = :: t €Tr.3n F #yR4'ty. At r,d:n, ua 242'7 Pu he: 1- 6 :0 -3E3 -i 1 r 1 Fax: 1-275- fZ : -77„' 'Web: r. • "a a k.C3p� -cvra yc;.ir tdaf-e: C.rs ::r= mer P.O. : ;:ace: Arm 19, _-W7 Profit=:..* Na-nee: Fr s-t: EN! Quar•tty. FIXTURE 'B' EAGLE II HOUSING - The once -piece die-cast altimh n hotai►3 i6 a aaable in small and mediun The one-f iece tvAry gi,rs a cl=an appearance while increasing ha mirv) strength and ensuring miliertctt xnstuctian ViALL 161OUNT - Eat Eagle M fid ure is shpped corrlpieoe with cast -i1 drilling ternpLies andpltg:fect, threaded 17ccIiAit oAkts for iratillation con wriBr ce. Not r_cohnrrri ndad f lr ctilirg mcuAr g. D 0 0 R FRAMES - Door faameis have tivo cap (we tta� s sore s to assure proper locMrig. LEN Sr *GASKET - A txosii:ate prismatic pressed glass leins is sealed to ttta km frame eft smile me ssalartt. The dust aluminum lens frarn= is hi ►1:d for easy frm" ser.ici ip. Tea lens franc h m a cf a -piece saixf* continuous gaski for ma4ntlrm sealing to the housing. SOCKETS - Porcdan rnedilrnt4w sockets are stppfiad kith &32 0YAatt L1H, aid Ili)], 150'1;3u HFs. E2-2175 Hatt MH and At EGf C are supplied mitt porcelain rnogultase sockets. AN sr feature a nd-el- plated lamp grip scrav shelf. LIGHT SOURCES - isfetalHHaiidecrHighPresau res Sodiun Ckar lampis supplied are standard. BALLASTS - All hig4iola"factr t,Fe bilfants are rated fix ,20' F operation. R EFLECTOAS :'DISTRIBUTION PATTERNS • TFi Ea4e D f dwre is cflered vith wide team dsinkiii.:rt The harnmed -o ne reflectr ensures maximurn phmo metric perf_mune>? Phot:imetricdata is test -d inaeoxdarce vath IESNA guideli-es. FINISHES - Standard finish coV-.m are bforLa,tfack pbirtn plus, and whik- PHOTOMETRICS - Flwse Ask ow aetsit,) at Awv- 151- IndttsttlEs_Corn for d ,)tailcoi phAufnetric data. EAGLE II LUfd>,`WRE ORDERING INFORMATION E82 4113- N1de Beam E I'M --r - -•r f�'�rt'+ - - - s rP� EG2 1 �390nm� �ti f m! 09nm L EGM 2 �N32mmt F i,.9nmi L_ 1244• �i2%7mn1 -� NW- gloats E4.W- fl •That Leylrlmnbtl Willhvnla.l�htsii�llai Legltilnnlnl WiiAunl..i�hr.i E32 iG °t 6c•3'KD 9911: _ZAP ?s E =3Ri2 15.'&2 EE-4,22 83'71'13 32t"1 1FA MH- MkialHalide F-3 -Pre SsfdGlass 430 BFZ - eronzo 150 113),1-5 R31t LSI LTT- stuIII Tar« BLk -Black 175 HPS- High Fresure"um FrE12 0 - EY►{n`l Mc el cInc Gantry TT - TrFTap' PLP - Platinum WAX - 133, 53 dfalt 122543 Fk377 -51ple Fusing Plus FcE2 4 -- E:MrraIFnct_e0ctnt', :nIr• :4 F' E_ . - Exlxra3lFttct•ceE(td 03nln_i 122543 1225 :0 Cfk206.20- DoutoFUS01 Efk480- EcubHFtr_Irra D y15. :.t',!- 1,FKA;1-- WHT - Alilte 250 MH- Metal Halide FK247t 411111- Steel Wire Girard ,;I.%Jiml 166=3 4co 2:+7.13] A *aft HAPCO POLE: RTA20C8B4 -BM w /HOUSE SIDE SHIELD - 20' POLE HPS -High Pressure u•]um LSI HFL 3 750 PSMV F BRZ (1) 750 W. MH METAL HALIDE POLE MOUNTED LIGHT 251] Nalt HAPCO POLE: RTA20C8B4 -BM EG2 WB 115 roH PG MT BRZ W 1.1PLE OF A TYPICAL ORDER LL - Lass Lamp 1- Far eareut factory. :- MT -MN?I Ts; is :Gird swdwJ uttt -A cdvmisa specified. Mufti Tip c2rr.istz cf 1 :, 2EV. :4!j and vii. Atuti Try 5 pis-ae sd t• :i tfPYrx wt ..`1[rmrte Y�tYIS wit m;uirt ttt4 rt- ri»rg. 2- Tri Tar t shp;ei sus&-d fat Canaaia ap;i[ itms. Tri•Ta; corra=ls 2112? v; i. wd'sl %. T-6 Tap is rrt -%irtd for Y ;-,hes{ s_Iup!. ALrtatr wtag s nit r_tIvrriirtl re-riiN_ EG ENCLOSED & GASKETED - STRAIGHT LENS PRODUCT HIGHLIt3HTS •Vaporkghddesign • Hi3hmirnpactr:si cant, rtinf-xced pd,Ustt iterlass h3taing • Aailatle it 4' & 7lengths _ f- • Standard diff" formed with 15% high imps -t DR acr Vic for stra►gtIi, soured _ by 6 a') of 12 (3) locking latches • GzAA0ng is non tcoc4 fir -a mUdant trip: nn width and thifi�ness fx a tight seal • Natixtaf SaniW -3n Fai lotion and Canadian Standards AsgDdation approved and COySTRUCTION - later hotusirr3, larnpholisr braoWs, end aeons and dwnel co,Era trusVdj �fxia 3a p„ die - famed, st-el. Outerhota ng n-dded SENT011. N SERIES of higNmpact, petyelstarit-3gitiss with hna lip bonded with continuous, compressitfe,dos4- cellneWene93sketir3. ELECTR ICAL - All dstnkes ULICUL listA Suktle for damp Ions. Damp location emergency pad mu sl b_ specified separalety. Ballasts are ener•Tr- sr in3 gelid -foie electronic or ekctrxna?mfic as selected. Ballasts aid larmphold_rs replaceable without remotion; from etifirr} Ciscrele g1," roust 15 be sp•ected for arrerg ri pact c� o ns vAw wired with Hex AtRe a lamps are (1 i almi included ar. part of the fixtu•� lamp CFI and ccor temperature roust be specified. FIN ISH44N metal part; painted afler fabrir4 yt tflolsirg treanerd with phosphate rust ilhibiler. Fiish a-lang of housing re" surfaces, is wih %fTite, high rellect3nce (nYrlihrnrm ^ :)polyester po+aier. 7116' PHOTOMETRICS- Fleas ,),iskour wet sits at W- Aw.LSI- IndUi3IrleS_d_imfar (t rnm} detailed rhAonlesic data 5 ay (141 mm a I I I °a °P Cadag Est. wiy Nur6a ill, 41 7 4`1ts IzG 4. 1. 21", 7 r Is S1921.111 j 1Z 1.111AINAIRE ORDERING INFORMATION 4 fat E.: SR -T3 Rapid Start F - fusing 120 -1z7d 2 2e - TS:?YI SZ-5HO- TSHO TP - Tamper resistant latches artd screws 277 -27?r 54 - T-• 54'Al HO 32 - T° !T11 4e `v= 0 - T2lnstard Start SL - S1alnless Steel lala es 347 -3471 34 - T1? 340148' SSW - Tar Dimming 111. - U L. listed tar Wet L•xallan wl tiHln3 LIE - 44110 -T2HO 4a' wOL -Tib Lem Malt PA - Prlsmall: a:rylcdiffuser Universal -4Y SL 48HO -T12117 48' `- =O L - T8 HEM Frcmef Facbr CD- DR Crepe• a r -1c dmuser - W-i DR Electrons =t Lai st racrrs •`rr..OR - T8 Rapid -ryart EM 1- Ememricy Pact .12& 277:) 5 010 - T6 =10% THD EREt. - Emergency Pack - Dam L•a:ail3n 3 ForA SS12 - T12 Ele:trcale U.1- Lamps Inched t5ptclry j 59 - w r3 U12 - 712 MaTneUC LID -1 #3umlrti BraGi,et 96f1C� SL 96' S -5110 - T2H0 Electronic 't1DL AVS - AMe 1 %trlGHkn Spccular Clover F •Recta x 14HLe- T12HO Electr3nV EG 2 32 SS010 Ell UE EXf1,11 LE OF A TYPICAL OR11ER Destripiioa Order Namla 2`, 3 tt _hfln 5 ?t5 a►9 rnDuntin3 bra' :l els CH" 3 (2, 5 It. Chaln sets "rbDunllb3 brat3kr, CHS15 !Zj Project Name i Firdure Type l C X0:7 LSI INDUSTRfES ikC. atrW..er+•iC-r-pirtr. Calabg♦ e FIXTURE 'A' . C%p NEW UNDERGROUND TELEPH�ONE' SERVICE FROM EXISTING SER�/ICE COORDINATE w /LOCAL UTILITY COMPANY p 0 .p0 p0 Op 0-0 00 00 , i 0� 0 A .00 • p0 � i -p0 0• / � •p1 - O -p0 0• ,i .pA -03 00 p0 1 03 .00 0. / O1 � .03 0.0 OA O0 0. .00 0, Op . °° - 0 00 O / , 0� / 0- O0 O� , / p� p1 i q: 0.0 O o Op i O1 00 0. p\ 01 ON i tip - °� 2 PROVIDt PONDER TC Op 0. 0.2 �s ?� :� ° �� 2° INTERNALLY ILLUMII ° i Op G� S� i -� 239 AWRECTIONAL SIGN�I 00 S��taP SG Q �� 3 �OA / / i / = 95 1 ..EXIT ONLY" AT i49F, O o 0�.� �` 2 �O 3 "THAN K Y-6 U" AT SC VW fn tI' , i f �';� 16- o ° - n FEN . _ -7 3 SL Op \ 0100.I U � .a0 -op ` p. ` -po • o0 00 / p 0 a 0 00 i�� •_ �2 �o -YQ Qo op oo °° ° t>/ •? NEW UNDE GROUND ELECTRIC o� SERVICE FWM EXISTING SERVICE • ,� �o COORDINATE w /LOCAL UTILITY COMPANY 0 op hNIV ro.- 0• o 0 .pO -pA \A A�\\_ N, - 0 - 0 0 Ilk op 1� ` •�r•� -p0 NAP ° 1 • op 11 \ QA 00 ` - �'. ON, \ ON 0 ,o� $ , \ p1 �` 2 g\ `• 0. 9 \1 4 ;l o•1 1 0 I• '0. - . NEW TEL HONF REDEST,-AL •' Y °? w/ 4" PVC ONDUIT INT .�' �• 3 BUI DINGO - \COORDINATE' �o \ LOCAL UTIL TY COMPANY \ �.! o N \ -ELECTRIC TRH SFORMER ° 6 02 \ �J�OoRbINATE PAD, CONDUI 0 02 \ -o AND WIRING R QUI9L6 w/ l L CAL UTILIT)b OMPANY 0 °2 PROVIDE POWER TO ID ICE TO BUI = - ERGROUND LECTR� ER � °• -. INTER�.ALLY ILLUMINATED o� \ �" ONRE SELL MENU BOARDoP \ o° PROVIDE POWEk'AND CONDUIT %p \ o TO ORD& CONFIRMATIO�.OUNIT ` 00 \ -p1 U� \ \ - 0 PROVIDE POWER Tb° a o INTERNALL`I�-kLUMINATED o ° \ DRI\eTHRU MENU BOARD Op Op \ op .00 \ \ \1 \ p0 \ t_. -- . - -1 -s - -• - -•- •- ��-•--•--•--•--•--•--•--•--•--•--•--•--•--•--•--•-- •-- •-- •-- •-- •-- •-- •-- •-- •L - -• -- .00 'Oa OO p0 N .00 '00 Op SITE ELECTRIC /LIGHTING W E 0- -po SCALE: 1" = 20'4" NO TH 'p0 -p0 CONCRETE BASE - DIAMETER OF BASE SHALL BE MIN. OF 2" GREATER THAN DIAGONAL DIMENSION OF MOUNTING PLATE ANCHOR BOLTS - COORDINATE w /MOUNTING PLATE FINISHED GRADE (4) #5 BARS w/ #3 TIES AT 1' -0" O.C. VERTICAL COORDINATE SIZE AND LOCATION OF RIGID GALV. STEEL CONDUIT INSTALLED BY CONTRACTOR � POLE LIGHT BASE SCALE: 1/2" = 1' -0" LIGHT FIXTURE SCHEDULE MARK MFR. MODEL NUMBER M• err • i ran, I- ,- 1 -• A LSI D IFtlan Oder Nomia Dessriptioa FrE12 0 - EY►{n`l Mc el cInc Gantry 122517 FK120 -Srnye Fu9ng WAX - Fl EXe- Ex1_rrt`f Fnct•:ew(I"c' jnl" 122543 Fk377 -51ple Fusing R_H7+ FcE2 4 -- E:MrraIFnct_e0ctnt', :nIr• :4 F' E_ . - Exlxra3lFttct•ceE(td 03nln_i 122543 1225 :0 Cfk206.20- DoutoFUS01 Efk480- EcubHFtr_Irra D y15. :.t',!- 1,FKA;1-- V.'S - PetZmbonat? .13 =1 Shield irnull,_T14 kvGS - Shur AI P? Guard f`- •nlalrl 1225510 1647 -3 FL347 -Slnye fu!ing +;Leirg not atiaiWi cn ESi FK247t 411111- Steel Wire Girard ,;I.%Jiml 166=3 METAL HALIDE POLE MOUNTED LIGHT EG ENCLOSED & GASKETED - STRAIGHT LENS PRODUCT HIGHLIt3HTS •Vaporkghddesign • Hi3hmirnpactr:si cant, rtinf-xced pd,Ustt iterlass h3taing • Aailatle it 4' & 7lengths _ f- • Standard diff" formed with 15% high imps -t DR acr Vic for stra►gtIi, soured _ by 6 a') of 12 (3) locking latches • GzAA0ng is non tcoc4 fir -a mUdant trip: nn width and thifi�ness fx a tight seal • Natixtaf SaniW -3n Fai lotion and Canadian Standards AsgDdation approved and COySTRUCTION - later hotusirr3, larnpholisr braoWs, end aeons and dwnel co,Era trusVdj �fxia 3a p„ die - famed, st-el. Outerhota ng n-dded SENT011. N SERIES of higNmpact, petyelstarit-3gitiss with hna lip bonded with continuous, compressitfe,dos4- cellneWene93sketir3. ELECTR ICAL - All dstnkes ULICUL listA Suktle for damp Ions. Damp location emergency pad mu sl b_ specified separalety. Ballasts are ener•Tr- sr in3 gelid -foie electronic or ekctrxna?mfic as selected. Ballasts aid larmphold_rs replaceable without remotion; from etifirr} Ciscrele g1," roust 15 be sp•ected for arrerg ri pact c� o ns vAw wired with Hex AtRe a lamps are (1 i almi included ar. part of the fixtu•� lamp CFI and ccor temperature roust be specified. FIN ISH44N metal part; painted afler fabrir4 yt tflolsirg treanerd with phosphate rust ilhibiler. Fiish a-lang of housing re" surfaces, is wih %fTite, high rellect3nce (nYrlihrnrm ^ :)polyester po+aier. 7116' PHOTOMETRICS- Fleas ,),iskour wet sits at W- Aw.LSI- IndUi3IrleS_d_imfar (t rnm} detailed rhAonlesic data 5 ay (141 mm a I I I °a °P Cadag Est. wiy Nur6a ill, 41 7 4`1ts IzG 4. 1. 21", 7 r Is S1921.111 j 1Z 1.111AINAIRE ORDERING INFORMATION 4 fat E.: SR -T3 Rapid Start F - fusing 120 -1z7d 2 2e - TS:?YI SZ-5HO- TSHO TP - Tamper resistant latches artd screws 277 -27?r 54 - T-• 54'Al HO 32 - T° !T11 4e `v= 0 - T2lnstard Start SL - S1alnless Steel lala es 347 -3471 34 - T1? 340148' SSW - Tar Dimming 111. - U L. listed tar Wet L•xallan wl tiHln3 LIE - 44110 -T2HO 4a' wOL -Tib Lem Malt PA - Prlsmall: a:rylcdiffuser Universal -4Y SL 48HO -T12117 48' `- =O L - T8 HEM Frcmef Facbr CD- DR Crepe• a r -1c dmuser - W-i DR Electrons =t Lai st racrrs •`rr..OR - T8 Rapid -ryart EM 1- Ememricy Pact .12& 277:) 5 010 - T6 =10% THD EREt. - Emergency Pack - Dam L•a:ail3n 3 ForA SS12 - T12 Ele:trcale U.1- Lamps Inched t5ptclry j 59 - w r3 U12 - 712 MaTneUC LID -1 #3umlrti BraGi,et 96f1C� SL 96' S -5110 - T2H0 Electronic 't1DL AVS - AMe 1 %trlGHkn Spccular Clover F •Recta x 14HLe- T12HO Electr3nV EG 2 32 SS010 Ell UE EXf1,11 LE OF A TYPICAL OR11ER Destripiioa Order Namla 2`, 3 tt _hfln 5 ?t5 a►9 rnDuntin3 bra' :l els CH" 3 (2, 5 It. Chaln sets "rbDunllb3 brat3kr, CHS15 !Zj Project Name i Firdure Type l C X0:7 LSI INDUSTRfES ikC. atrW..er+•iC-r-pirtr. Calabg♦ e FIXTURE 'A' . C%p NEW UNDERGROUND TELEPH�ONE' SERVICE FROM EXISTING SER�/ICE COORDINATE w /LOCAL UTILITY COMPANY p 0 .p0 p0 Op 0-0 00 00 , i 0� 0 A .00 • p0 � i -p0 0• / � •p1 - O -p0 0• ,i .pA -03 00 p0 1 03 .00 0. / O1 � .03 0.0 OA O0 0. .00 0, Op . °° - 0 00 O / , 0� / 0- O0 O� , / p� p1 i q: 0.0 O o Op i O1 00 0. p\ 01 ON i tip - °� 2 PROVIDt PONDER TC Op 0. 0.2 �s ?� :� ° �� 2° INTERNALLY ILLUMII ° i Op G� S� i -� 239 AWRECTIONAL SIGN�I 00 S��taP SG Q �� 3 �OA / / i / = 95 1 ..EXIT ONLY" AT i49F, O o 0�.� �` 2 �O 3 "THAN K Y-6 U" AT SC VW fn tI' , i f �';� 16- o ° - n FEN . _ -7 3 SL Op \ 0100.I U � .a0 -op ` p. ` -po • o0 00 / p 0 a 0 00 i�� •_ �2 �o -YQ Qo op oo °° ° t>/ •? NEW UNDE GROUND ELECTRIC o� SERVICE FWM EXISTING SERVICE • ,� �o COORDINATE w /LOCAL UTILITY COMPANY 0 op hNIV ro.- 0• o 0 .pO -pA \A A�\\_ N, - 0 - 0 0 Ilk op 1� ` •�r•� -p0 NAP ° 1 • op 11 \ QA 00 ` - �'. ON, \ ON 0 ,o� $ , \ p1 �` 2 g\ `• 0. 9 \1 4 ;l o•1 1 0 I• '0. - . NEW TEL HONF REDEST,-AL •' Y °? w/ 4" PVC ONDUIT INT .�' �• 3 BUI DINGO - \COORDINATE' �o \ LOCAL UTIL TY COMPANY \ �.! o N \ -ELECTRIC TRH SFORMER ° 6 02 \ �J�OoRbINATE PAD, CONDUI 0 02 \ -o AND WIRING R QUI9L6 w/ l L CAL UTILIT)b OMPANY 0 °2 PROVIDE POWER TO ID ICE TO BUI = - ERGROUND LECTR� ER � °• -. INTER�.ALLY ILLUMINATED o� \ �" ONRE SELL MENU BOARDoP \ o° PROVIDE POWEk'AND CONDUIT %p \ o TO ORD& CONFIRMATIO�.OUNIT ` 00 \ -p1 U� \ \ - 0 PROVIDE POWER Tb° a o INTERNALL`I�-kLUMINATED o ° \ DRI\eTHRU MENU BOARD Op Op \ op .00 \ \ \1 \ p0 \ t_. -- . - -1 -s - -• - -•- •- ��-•--•--•--•--•--•--•--•--•--•--•--•--•--•--•--•-- •-- •-- •-- •-- •-- •-- •-- •-- •L - -• -- .00 'Oa OO p0 N .00 '00 Op SITE ELECTRIC /LIGHTING W E 0- -po SCALE: 1" = 20'4" NO TH 'p0 -p0 CONCRETE BASE - DIAMETER OF BASE SHALL BE MIN. OF 2" GREATER THAN DIAGONAL DIMENSION OF MOUNTING PLATE ANCHOR BOLTS - COORDINATE w /MOUNTING PLATE FINISHED GRADE (4) #5 BARS w/ #3 TIES AT 1' -0" O.C. VERTICAL COORDINATE SIZE AND LOCATION OF RIGID GALV. STEEL CONDUIT INSTALLED BY CONTRACTOR � POLE LIGHT BASE SCALE: 1/2" = 1' -0" LIGHT FIXTURE SCHEDULE MARK MFR. MODEL NUMBER LAMPS REMARKS A LSI EG 232 SSO 120 (2) 32 W. T8 FLUORESCENT STRIP LIGHT MOUNTED IN AWNING (DOWNLIGHT) B LSI EG2 WB 175 SMH PG BRZ (1) 175 W. MH METAL HALIDE WALL PACK ABOVE SERVICE ENTRANCE C LSI HFL FA 750 PSMV F HSS BRZ (1) 750 W. MH METAL HALIDE POLE MOUNTED LIGHT HAPCO POLE: RTA20C8B4 -BM w /HOUSE SIDE SHIELD - 20' POLE D LSI HFL 3 750 PSMV F BRZ (1) 750 W. MH METAL HALIDE POLE MOUNTED LIGHT HAPCO POLE: RTA20C8B4 -BM 20' POLE NOTES: 1. ALL 20' POLES TO BE MOUNTED ON CONCRETE BASES 2' ABOVE GRADE FOR A TOTAL MOUNTING HEIGHT OF 22' ABOVE GRADE. 2. ARROWS SHOWN AT POLE MOUNTED FIXTURES INDICATE ORIENTATION OF LIGHT FIXTURE. . ......... .......... .......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ........................... ........................... ......... ......... ......... ►❖. ❖. ❖. ❖. •. . ❖. ❖. ❖. ❖. •. . ❖. ❖. ❖. ❖. •, D A U S S ARCHITECTS architecture planning 227 historic w. 11 th st. p.o. box 1006 anderson, in 46016 tel: 765/649 -2258 fax: 765/649 -2337 daussarch@ameritech.net SCOPE OF DRAWINGS These Drawings indicate the general scope of the Project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The Drawings do not necessarily indicate or describe all work required for full perk m,ance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the Work. COPYRIGHT DAUSS ARCHITECTS DRAWN CHECK DATE ISSUED FOR ADLS REVIEW APRIL 19, 2007 0 NEW RESTAURANT FOR 41,1_001 .0000-1 WEST CARMEL MARKETPLACE CARMEL, INDIANA ....fRF yG, =- No. AR00910080 STATE OF = RCH I TEG�•��`. F_ ��y//11111111��� SHEET TITLE SITE ELECTRIC AND LIGHTING PLAN SHEET NUMBER 5E=1 OF SHEETS PROJECT NUMBER 13001 -0611 i CANOPY SYSTEM SCALE: 3(8- - V-(r Samoa I 6-0 ■ — -- - - -' I I. O% Q fM5*0A.UNr.+J?NAaDBI E ; ------ - - - --- -- ' - KYNAR FINISHED 3M HP WHIE ~ r 7725.10 61-8 - - - - - -- e t a RED • GW crap cl MA`CJ4 - CARO�,:At RED / '1`; AWARD BLUE' STANDING } 4 xt>E•cRFCLwxislphA4KHPUSZaaauE - -- - SEAM ROOF ON ALUMINUM ALL PAr T: AXND- WWL'GW C,uuar - - - -- -- FRAME (7 Xl' ACIMIC acxns:ETwwE 18- 7"4r ir _ NEW CtEOMCEPAPEL KSi+ BX'PW _ Fr-CERAL "MATH NIG .I-- mc,rx,a vsi ,lrz Fibfl tc> ?. R,• «x- ar4 � / <, >.... rot; SS 59F AI BALLAS 1 a' -.• + _aA.�A;Y�•4��E..,,a�Ca�y A03FOO?tS JCR 10_4- 2"„J'S_ $TRI1ciLaeAL VIEW SCALE a•4• -1•-0• B ALLUNUM I4 FAST:?" T 011.7. IX. 11- - STEEL FLATBA% THAT ARE WELDED TO 21.701A STEEL PIPE- , - _ _ _. -.. ------ a- Rm Paid !C 1: QA-B =USE & HCi DER 101; M TOGGLE SANTCH } r - =� Cindy Chapman 3 EA 120V FLUORESCENT so '$� ?�•. T' _ Dennis Rdd;ke ACTUAL HEIGHT SHOWN -tar - SGN PANEL S 1,'d'TRCK ALUWNUM FAStFFED eY 1p' NUT" 6017 WASHER AS_SESR Y TO EXISTING 1 1•z.1 W. _ BURGER KRJG TUBING (INSIDE AWNING) IC:IAL A0.11.5- /.1'1A VARIOUS " DANETER STEEL a s 3 - BLUE TO MATCH PMS 27M -" SIDE VIEW" 6' SQUARE W(. I 2(T WALL i 8'-6' r STANDARD SWIVEL ARM sr su MIC COMPARTMENT 'STOP' DECAL CLEARANCE SIGN } FRONT ELEVATION 1 -1 F �..< 5-2 -2005 HIGH PERFORMANCE VINYL � PART NO BK'0380 w' .., :r T05161 R -1 ' y TEXAS DIGITAL _' _2 SCALE: 1/4" = 11 -0'1 3- X 6- CUT OUT 1 - -�U SPEAKER `ice FOR ACCESS TO t JI 13' X 13' X 3/4' COMPARTMENT DELPHI SYSTEM PLATE W/ 6' DIA. HOLE - - `' -- IN CENTER & FOUR (4) -3' X 5• ACCESS TO ELECTRICAL - -°- /f 1" DiA. HOLES IN EACH AA •x+=F. AF; If C s. aUE ' CORNER 2' FROM END & - - CURB FOUR (4) ANCHOR SUPPORTS. 12" ( �r� SIGN ":/ LLI YIi... W J.L -9 .R�RP1FrM. F-A R KNAL-+r N(l.4 :aiAr.ttr.:; l t>Y.ITr.7 FRONT ELEVATION r1 v 4 _r. SIDEMEN SEC17)(M VIEW !)•tCPMTFI.,.0 xI1sR LFa2xrtAnF^ cc -7 rlNr ry`s,swtrrtt;:t.t -r. UIL*IUSKIlu: t r _ 1�.L��Tp 3gsi r1�4 .P��!wwa� ;; t� __. MI it 02W •2. 4_�. CaRTF1Er EIECARfY. t -a0rQ: GlCER N. T. # J: •A -I,e- \ 314' CONDUIT LOOP U1 MATH -1, 3'-6 c :r.^KflipRal UNDER P A VEMENT FOOTING DETAIL Yn•. wr. _V r ti . :e-=- _ • , :t :L• d SIrN COMPANY •t. t>n: Q IL J .: is11T° ... •. _, Tr d``_r • :'r•W U eLY - p E rs ,F; Dennis Radta l uccs FOUR (4) J-BOLT ANCHOR 1 2 rJ ut Y"Ka ' Il111:: 41 CA -cam-: ►c:-h ssn # • i WS S3•-•e •? t3ct 2+`�• rY rl4di S:?F swA as.atrxt sAex.. ,t.:rra r ..:c.0 r.•�. .1r.Lti.�.Ew• -r •...• t" - ,.. n..P.. _: 705097 SUPPORTS 1%-7"X3'1-71#" D!aF DIRECTIONAL SIGN i 7-0' OQI) o cuE"e S.F. Ii /A cr Various -- -- - SCLLE LATE Dw S Bur r ff f t) U e !Gn Pivotin Cano n � 03-12-06 $ , 9 9 - 9 - - - � Canopy � �. _ 0 Una Std • K. Brown M. Bauer i __ - - -- - -- -- - - - - -- - -- - - - -_ -- - -- - -_- -- Note: Ttas is an Or" &W* BNtmes OINbJity $.gns. klc. Auld subrnited for ytxR petsorlal use er Connection well a p-md b-9 p for you by $54Q�eoi1�_%EIlter Dr.. Ste 1 OIZ @5flW4 30152 ' eames_o„am�sicElsymc^Ara is not ro be stloWn ro awl one outside your organization. nor is it to be used. Coaea. teoroduced. or eXn rte in &W fashion QZ 1 M ORDER CONFIRMATION UNIT NOT TO SCALE 1 -1 T 31 -011 Ir-A ( SI I IA IJi O•1 -' L IAL 0 f ix PART NO #BK0330 r- -- -- - - - - - -- ... - -■ s: _. -- -... -- -- -- - -- - 7"4r ir _ NEW CtEOMCEPAPEL KSi+ BX'PW _ Fr-CERAL "MATH NIG .I-- mc,rx,a vsi ,lrz Fibfl tc> ?. R,• «x- ar4 � / <, >.... rot; SS 59F AI BALLAS 1 a' -.• + _aA.�A;Y�•4��E..,,a�Ca�y A03FOO?tS JCR 10_4- 2"„J'S_ $TRI1ciLaeAL VIEW SCALE a•4• -1•-0• B ALLUNUM I4 FAST:?" T 011.7. IX. 11- - STEEL FLATBA% THAT ARE WELDED TO 21.701A STEEL PIPE- , - _ _ _. -.. ------ a- Rm Paid !C 1: QA-B =USE & HCi DER 101; M TOGGLE SANTCH } r - =� Cindy Chapman REPLACELIENT CLEARANCE PANEL ' COPY TO READ,VATCH YOUR HEADI CLEARANCE W! so '$� ?�•. T' _ Dennis Rdd;ke ACTUAL HEIGHT SHOWN -tar - SGN PANEL S 1,'d'TRCK ALUWNUM FAStFFED eY 1p' NUT" 6017 WASHER AS_SESR Y TO EXISTING 1 1•z.1 W. _ BURGER KRJG 11• STEEL FLAT BAP a RE ARE and ED WHICH wE DEDro 21 Z OW:E'ER STEEL PWE THAT SLEEVES IMO 3' , IC:IAL A0.11.5- /.1'1A VARIOUS " DANETER STEEL a s 3 - BLUE TO MATCH PMS 27M -" SIDE VIEW" r STANDARD SWIVEL ARM sr su CLEARANCE SIGN } FRONT ELEVATION 1 -1 F �..< 5-2 -2005 t � PART NO BK'0380 w' .., :r T05161 R -1 DRIVE THRU CLEARANCE SIGN SCALE: 1/4" = 11 -0'1 NOT TO SCALE G J C� s 1 1 ` i Nil . Burger King Drive Thru Menu Board To p View i - 517116' —i F 37' 251/4' —� F- 1711a' -i Drive Thru WEIGHT: 225 LBS. LAMPS (48 "): F48TI2CWH.O. (QTY 4) Menu Board VOLTS: 3.6 Amps. @ 120 VAC 60Hz LAMPS (36 "): F36TI2CWH.O. (QTY 1) Item # DTMB -1 BALLAST: ADVANCE #R C - 4560 -TP F < =M s = 3871 Turkeyfoot Road ♦ ErLxeger, Ky 41018 ♦ W0546-11513 ♦ FAX(859)342-2275 ♦ wwwl4- images com 6'•0- SwF WALL SIGN S p CA3'YET .06�0 ALl s�,SAC ,l _ 1 %3- ... -..- ____.____.______ _ -_ 6.1t• - .. ----------- _. N+Yiri++ 434" 7HEPE V'SUALOPEMUG. `. -� 3" F- A MOUNTING .a>3 kl:Et :RE7URM _ _( Q PHLU X 1:6' X14- DHLI3PS 9'C- Rtli'1 2- x +F-'� - THRL RETAINERS Aithvl'il;1i flAi EAR - 13'16' hIrWNTING HOLES StE R"e7ARdEri f - - FACE I - AHQO UGHT tt. N A~•w:SstVV - ETtNANCfMENT - / 6ETAL _ PAW- Ca IaTEAtCR - 2- ciDED ALUM NUTS) 1 — 1 /`� 1. i•3 CSEAt3ED AnD- - - - - - -- - -- 3 1 , - - - - -- -.. c =.3_ ': � -y I E 1Fr7?7l M:GtE $TRtF:uER , f ' " � t .� :� � _ © - r _ _ -Tra= ,� . G. _ � 8EJ +1`:D BTIX; Wnt1a' 7 3 a_ a t - i LOCKaE1EW.7TCtt CAN Z,4 J:rNC -KA UDOX , - & Li _ _ Aa.awtrccaa►.cDi . uslml _ - ,^ TO PFJWRY ELECTTa _ m ii #•� -z' F 3 2- •-` "y� J _ _ ! AA Ma NEC f4A i PrL urTrirl 0 = r • e� �_,_., .� . - _' {�. ,DZ { ' � 2.4 Ei cCTF4CAL E!1Y - � CENTERED W i..tRL':ET. t 3 1i © _ - - 55 h AE 1 t2fN EAt1A5T ;4TT•f {.i... GAR A F'vaE ANC HaDrA -1 _.._.T AY - r -. j •i j -•' 1 Y ANCF,OR POLT W.' i - -- i _. � #t EXPA16�a`i9 }JFL ^FOR I SOLAR) WALL C�TIOttS 11 2_x1•x.Dt� ALIJV A!d:eF PFTaWFR , _- �. j. © 13 GRIP GUAS1-3 49 MaC1E SdiTCH mnitN urcA tlRC wawa - ~L SEAM #PsT1567 LLk,O 12FA,u7x .Xw-v. - - A aI t 10".ER Nec sass FRONT ELEVATION sCALe 34' =rt STRUCTURAL VIEW SCALE 34'-1 o SECTION VIEW 8 S:NixE FA.^,_. WALL SIGN 8 S:N:1c£ FACE WAIL s'tiiN - � - -, _ Fl I,/SH MOUIJT -- - PH.iL•PS 4EAD -- - 4 10 X I W X 3:4' S _tF TAPP_*IG - ° - - - - . M SCREW s:LVeR1 _ - - - - -- - - -- -- ,, - 062 - a f° •� s. F rltrtrnut: nttaAO1 - - - _Y �.'"'"" - ai _y t'..'rTt�. w.- - • �_ AL- M.RE7A!YfR ©- Vr 'kiTE3M',AJYL363S30'n3SURFACE �4'�""" rc © 1X Tw`PO1 121F36T12CWHOLA`FPS • YELLON 3• 125 VINYL 2rd SURFACE (4) F64T 12CWHO LAVPS _ Kc4GE0 w j 0 - BLUE 363'1 -3703 VINYL 2nd SURFACE (1) SS 496 AT BALLAST W, P!CLLIPS HEAD - tu; EVE1,0E i10)(11 Xa;4-SELFTAPPW,, Q • RED 3&30.33 VINYL 2nj SURFACE Il) GLR -8 FUSE AND HOLDER t1) N AMP TOGGLE SWITCH S.IJ- SCREry (SrLYERI - - - - - TOTAL IO COVERED . - 2 4 •.1 tNTER/CR ;p1f_RED _ 1 CIRCUITS REO'D • (1)120Y'26A t -a RAMS - LIGHT ENHAN^„ENE•1T PAINT Ik3G rwitat. BACK - RETAINERS & OR JEWELffE TO BE FASTENED TO EXTRUSION WITH A LK HT THIS SIGN IS TO VEET OR EXCEED VIINRS;AUM OF #10 PHILLIPS 118'X 3'4' SCREWS 1' FRO%4 JOI?:T ( MA)(t.% U•A s✓ E`WANiZVEfIT SPACING OF 16' ON CENTER. FACE FCW,1.ING BEGINS AT EDGE OF VISIBLE GROUNDING U STANDARDS FOR ALt CLEAR ___ - Pa*f• OPENING. WE TO BERENIOV EDFORSIGN SERVICE BYUNSG ?EWINGFAC£ GROUNDING AND BOtDP�v. AS pOLYCAtEOrµ E 8 RETAINER FRO;F FriLER PER NEC 250M A NEC AU•T (SPARTEC4i) RETAINER DETAIL t40T TO SCALE ✓ IA ? IRK JCR"_ F r DE . ti L F; na P u! G a W BURGER KING # - '1 T�lti A, S D D .. ..,,� - — CI � � a�maf� SIGN COMPANY r _ • .. ..�3n - -- - e- n„•rrar•aH <rc'-.w•, - ",•,.. r- Dennls T ;3('ilkZ �<_ = - t• 1 1 - •. 7051..Z + N. .5 BUILDING WALL LOGO SIGN NOT TO SCALE NOT TO SCALE 7, 0 / / / / / / / / / / / / / / � ` f X( t \ DRIV THRU �\ \ CLEAR NCE SIGN 0100 00000 • e \ \ / 0 \ o \ \ o 'ROVIDE POWER AND CONDUITS \ 'O ORDER CONFIRMATION UNIT \ 'ROVIDE POWER TO \ NTERNALLY ILLUMINATED \ )RIVE THRU MENU BOARD \ \ \ \ \ D A U S S A P.CHITECTS architecture planning g 227 historic w. 11 th st. P .o. box 1006 anderson, in 46016 tel: 765/649 -2258 fax: 765/649 -2337 daussarch@ameritech.net I- - _NR"`"`N7 SCOPE OF DRAWINGS These Drawings indicate the general scope of the Project in terns of architectural design concept, the dimensions of the building, the major architechiral elements and the type of structural, mechanical and electrical systems. The Drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the Work. COPYRIGHT DAUSS ARCHITECTS DRAWN CHECK DATE ISSUED FOR ADLS REVIEW APRIL 19, 2007 REVISED FOR BZA REVIEW MAY 11, 2007 NEW RESTAURANT FOR WEST CARMEL MARKETPLACE CARMEL, INDIANA `Xjj%% 11►IJill/ .�`\''�P _L R. p'% No. AR00910080 =_ _ STATE OF CH I TEG�.�`�. �►II1111 SHEET TITLE SITE SIGNAGE PLAN SHEET NUMBER S 5 0 OF SHEETS PROJECT NUMBER 8001 -0611 {Cry' I-MI taC:'4HL LAOS �� rot; SS 59F AI BALLAS 1 a' -.• + _aA.�A;Y�•4��E..,,a�Ca�y ri •��4�Y.a _: - Qom` ?i� +.si !C 1: QA-B =USE & HCi DER 101; M TOGGLE SANTCH so '$� - �- ',.••„!.ti �♦ `„�, *� IC:IAL A0.11.5- /.1'1A CIRCUITS FEUD- 1(•1201':20A; a`.F= 'Za s � ranrvale arrr I t JI t A S o.oerwe >� Ft0!X r0_0 113 1 _ Ib tC. TT•_`]!t: Cwl-'O PLF.I.C: i.(•t - - � tlT: r:LCTirI �IUJ' -lJ [- •.k.:: ea_ AA •x+=F. AF; If C s. aUE •i i,'- LEIi1:11 ft11 . SFi 7 E C Ti7 -G .•. -•r ( �r� SIGN ":/ LLI YIi... W J.L -9 .R�RP1FrM. F-A R KNAL-+r N(l.4 :aiAr.ttr.:; l t>Y.ITr.7 FRONT ELEVATION r1 v 4 _r. SIDEMEN SEC17)(M VIEW !)•tCPMTFI.,.0 xI1sR LFa2xrtAnF^ cc -7 rlNr ry`s,swtrrtt;:t.t -r. UIL*IUSKIlu: 1-1 ATJ WF 6 Cif _ 1�.L��Tp 3gsi r1�4 .P��!wwa� ;; t� __. MI it 02W •2. 4_�. CaRTF1Er EIECARfY. t -a0rQ: GlCER N. T. # J: •A -I,e- - n1l.�.11 :•to•Y! • • lrar• r: t p rc� r,e r eLs + n U1 MATH -1, c :r.^KflipRal STANDARD •1 Yn•. wr. _V r ti . :e-=- _ • , :t :L• d SIrN COMPANY •t. t>n: Q IL J .: is11T° ... •. _, Tr d``_r • :'r•W U eLY - rs ,F; Dennis Radta -- -- 1 1 2 rJ ut Y"Ka ' Il111:: 41 CA -cam-: ►c:-h ssn WS S3•-•e •? t3ct 2+`�• rY rl4di S:?F swA as.atrxt sAex.. ,t.:rra r ..:c.0 r.•�. .1r.Lti.�.Ew• -r •...• n..P.. _: 705097 1%-7"X3'1-71#" D!aF DIRECTIONAL SIGN upir R _ t Fa E0 Cil Erg. EO. Erg •rr, t ` I, ,� • Ed. .` 1 Ell FM Fsa E<i ; r o , , Fn' Fri a ru F(4 FO, 13 , Ell ED. EU. II1I t `` . ]'. , '\` S 1 ra r 0� Ira Ij ra ra � ra FIX In n1 Ira " a ca _ 3 ©`lk 7 _F_ T ©1� t 1 - + I't(]fl- Pat I BURGER t{I� � Jr- A -t,-• <s rya n• w ' -1 _ _ ■ 1112n :) sat 11 te• .�.f r,•.a.y. a •+ T+f• 4 -: 11M5 tt sc, ml+mlt r�•�,,1:� here= 'r:ree..+t•tti) Ghgxnw STANDARD r.a • 4- 27-2CO5 n ym ILA ..I, -W L.J a,t.._ :• t -1 :L: d SIGH{! COMPANY •rcu.�r,- .a'-rr -.car. !fir:- t•ta i.i S.71s•v Il ti=f Era stC�J►Tavx Trd.: :-M L• �.� •2L.-.,- r-iF; Def61ts11.04C s-a�n _�, u' ` ;3 1 .r•ee•rs•l.:r.2 v 2 ._ UR Y.,A211 ,ell t:: v, e• -c 4?': Eci7, S Sit at3sz•1: etcal.3 rastlaaxY sra�aak�a.•x_r�...y -� ._ •• _. ....L.._,..• t•,. :. r►.ar TOS097 nrMrA a)r- ' DIRECTIONAL SIGNAGE NOT TO SCALE G J C� s 1 1 ` i Nil . Burger King Drive Thru Menu Board To p View i - 517116' —i F 37' 251/4' —� F- 1711a' -i Drive Thru WEIGHT: 225 LBS. LAMPS (48 "): F48TI2CWH.O. (QTY 4) Menu Board VOLTS: 3.6 Amps. @ 120 VAC 60Hz LAMPS (36 "): F36TI2CWH.O. (QTY 1) Item # DTMB -1 BALLAST: ADVANCE #R C - 4560 -TP F < =M s = 3871 Turkeyfoot Road ♦ ErLxeger, Ky 41018 ♦ W0546-11513 ♦ FAX(859)342-2275 ♦ wwwl4- images com 6'•0- SwF WALL SIGN S p CA3'YET .06�0 ALl s�,SAC ,l _ 1 %3- ... -..- ____.____.______ _ -_ 6.1t• - .. ----------- _. N+Yiri++ 434" 7HEPE V'SUALOPEMUG. `. -� 3" F- A MOUNTING .a>3 kl:Et :RE7URM _ _( Q PHLU X 1:6' X14- DHLI3PS 9'C- Rtli'1 2- x +F-'� - THRL RETAINERS Aithvl'il;1i flAi EAR - 13'16' hIrWNTING HOLES StE R"e7ARdEri f - - FACE I - AHQO UGHT tt. N A~•w:SstVV - ETtNANCfMENT - / 6ETAL _ PAW- Ca IaTEAtCR - 2- ciDED ALUM NUTS) 1 — 1 /`� 1. i•3 CSEAt3ED AnD- - - - - - -- - -- 3 1 , - - - - -- -.. c =.3_ ': � -y I E 1Fr7?7l M:GtE $TRtF:uER , f ' " � t .� :� � _ © - r _ _ -Tra= ,� . G. _ � 8EJ +1`:D BTIX; Wnt1a' 7 3 a_ a t - i LOCKaE1EW.7TCtt CAN Z,4 J:rNC -KA UDOX , - & Li _ _ Aa.awtrccaa►.cDi . uslml _ - ,^ TO PFJWRY ELECTTa _ m ii #•� -z' F 3 2- •-` "y� J _ _ ! AA Ma NEC f4A i PrL urTrirl 0 = r • e� �_,_., .� . - _' {�. ,DZ { ' � 2.4 Ei cCTF4CAL E!1Y - � CENTERED W i..tRL':ET. t 3 1i © _ - - 55 h AE 1 t2fN EAt1A5T ;4TT•f {.i... GAR A F'vaE ANC HaDrA -1 _.._.T AY - r -. j •i j -•' 1 Y ANCF,OR POLT W.' i - -- i _. � #t EXPA16�a`i9 }JFL ^FOR I SOLAR) WALL C�TIOttS 11 2_x1•x.Dt� ALIJV A!d:eF PFTaWFR , _- �. j. © 13 GRIP GUAS1-3 49 MaC1E SdiTCH mnitN urcA tlRC wawa - ~L SEAM #PsT1567 LLk,O 12FA,u7x .Xw-v. - - A aI t 10".ER Nec sass FRONT ELEVATION sCALe 34' =rt STRUCTURAL VIEW SCALE 34'-1 o SECTION VIEW 8 S:NixE FA.^,_. WALL SIGN 8 S:N:1c£ FACE WAIL s'tiiN - � - -, _ Fl I,/SH MOUIJT -- - PH.iL•PS 4EAD -- - 4 10 X I W X 3:4' S _tF TAPP_*IG - ° - - - - . M SCREW s:LVeR1 _ - - - - -- - - -- -- ,, - 062 - a f° •� s. F rltrtrnut: nttaAO1 - - - _Y �.'"'"" - ai _y t'..'rTt�. w.- - • �_ AL- M.RE7A!YfR ©- Vr 'kiTE3M',AJYL363S30'n3SURFACE �4'�""" rc © 1X Tw`PO1 121F36T12CWHOLA`FPS • YELLON 3• 125 VINYL 2rd SURFACE (4) F64T 12CWHO LAVPS _ Kc4GE0 w j 0 - BLUE 363'1 -3703 VINYL 2nd SURFACE (1) SS 496 AT BALLAST W, P!CLLIPS HEAD - tu; EVE1,0E i10)(11 Xa;4-SELFTAPPW,, Q • RED 3&30.33 VINYL 2nj SURFACE Il) GLR -8 FUSE AND HOLDER t1) N AMP TOGGLE SWITCH S.IJ- SCREry (SrLYERI - - - - - TOTAL IO COVERED . - 2 4 •.1 tNTER/CR ;p1f_RED _ 1 CIRCUITS REO'D • (1)120Y'26A t -a RAMS - LIGHT ENHAN^„ENE•1T PAINT Ik3G rwitat. BACK - RETAINERS & OR JEWELffE TO BE FASTENED TO EXTRUSION WITH A LK HT THIS SIGN IS TO VEET OR EXCEED VIINRS;AUM OF #10 PHILLIPS 118'X 3'4' SCREWS 1' FRO%4 JOI?:T ( MA)(t.% U•A s✓ E`WANiZVEfIT SPACING OF 16' ON CENTER. FACE FCW,1.ING BEGINS AT EDGE OF VISIBLE GROUNDING U STANDARDS FOR ALt CLEAR ___ - Pa*f• OPENING. WE TO BERENIOV EDFORSIGN SERVICE BYUNSG ?EWINGFAC£ GROUNDING AND BOtDP�v. AS pOLYCAtEOrµ E 8 RETAINER FRO;F FriLER PER NEC 250M A NEC AU•T (SPARTEC4i) RETAINER DETAIL t40T TO SCALE ✓ IA ? IRK JCR"_ F r DE . ti L F; na P u! G a W BURGER KING # - '1 T�lti A, S D D .. ..,,� - — CI � � a�maf� SIGN COMPANY r _ • .. ..�3n - -- - e- n„•rrar•aH <rc'-.w•, - ",•,.. r- Dennls T ;3('ilkZ �<_ = - t• 1 1 - •. 7051..Z + N. .5 BUILDING WALL LOGO SIGN NOT TO SCALE NOT TO SCALE 7, 0 / / / / / / / / / / / / / / � ` f X( t \ DRIV THRU �\ \ CLEAR NCE SIGN 0100 00000 • e \ \ / 0 \ o \ \ o 'ROVIDE POWER AND CONDUITS \ 'O ORDER CONFIRMATION UNIT \ 'ROVIDE POWER TO \ NTERNALLY ILLUMINATED \ )RIVE THRU MENU BOARD \ \ \ \ \ D A U S S A P.CHITECTS architecture planning g 227 historic w. 11 th st. P .o. box 1006 anderson, in 46016 tel: 765/649 -2258 fax: 765/649 -2337 daussarch@ameritech.net I- - _NR"`"`N7 SCOPE OF DRAWINGS These Drawings indicate the general scope of the Project in terns of architectural design concept, the dimensions of the building, the major architechiral elements and the type of structural, mechanical and electrical systems. The Drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the Work. COPYRIGHT DAUSS ARCHITECTS DRAWN CHECK DATE ISSUED FOR ADLS REVIEW APRIL 19, 2007 REVISED FOR BZA REVIEW MAY 11, 2007 NEW RESTAURANT FOR WEST CARMEL MARKETPLACE CARMEL, INDIANA `Xjj%% 11►IJill/ .�`\''�P _L R. p'% No. AR00910080 =_ _ STATE OF CH I TEG�.�`�. �►II1111 SHEET TITLE SITE SIGNAGE PLAN SHEET NUMBER S 5 0 OF SHEETS PROJECT NUMBER 8001 -0611