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HomeMy WebLinkAbout07020003 Civil Construction Plans Bid Set Rcv. 6/8/2007 DOCSv Q. Cr CD =3- M n =' RAi I O Owner - rl� �141 10 0 d ��:: el 0 0�o ti ; • - s Office Ronald Miller, DDS, MDS 2000 E. 116th Street Suite 201 Carmel, Indiana 46032 Architect / Landscape Architect RATIO Architects, Inc. Suite 100, Schrader Building 107 South Pennsylvania St. Indianapolis, Indiana 46204 317- 633 -4040 821 South Neil St. Champaign, Illinois 61820 217- 352 -7696 Structural Engineer Lynch, Harrison & Brumleve 550 Virginia Avenue Indianapolis, Indiana 46203 317 -423 -1550 ':ID SET Mechanical / Electrical Engineer Applied Engineerinf Services 7999 Knue Road Indianapolis, Indiana 46250 317- 585 -8920 Civil Engineer The Schneider Corp. Historic Fort Harrison 8901 Otis Avenue Indianapolis, Indiana 46216 317- 826 -7100 Construction Manager REI Construction, LLC. 11711 North Pennsylvania Street Suite 200 Carmel, Indiana 46232 317- 573 -6281 a a ' IL Complete Plans #7 pmcbride@rei-S.com REI Plans - 317/573-6040 Please Return SET NUMBER RATIO Architects, Inc. PROJECT NO. 06093.000 DATE 05 -11 -07 STREET ADDRESS 715 Carmel Drive Carmel, Indiana 46032 MON -0 a- 0) CD M (D co CD M. (l rn 4 p G C�LQ vvqla NOT TO SCALE C* O LU O N LOT 3 I VEC H CTV VVq&P NOT TO SCALE I Ql- --C-KR MEL ZONED Mm3 LOT 2 LAKEFRONT COURT ZONEM M-3 I LOT 4 .f r CAM WHOM= 2W ADWSS SIGN PROPOSED BUILDING aMPM 2-s10 am au= Ff •e� ao LOT 5 0 • comma P=1 IWO � ZONED F.7 -3 � \� J ZONEDi L9 -3 ..�....wy �- �- K....�e... _ cc�.,�yyyl.• , } ven.+Maar. �a�� �� ����� - rib 3" � � 3 �x Z��ED� B 5 i SCALE: 1 °c60' -�- A. 15 >0€ �J SEC. 35, T1 8N, R3E C�Jo °G`��JC� 0 W I� C�LaG0[s L9 0M[D0&U\j& �l�o LOP ROV&LD PvIELL R9 DDS9 MVS0 2000 E. 196TH STREET, SUITE 201 CARMEL, IPoDIAfUA 46032 PH. 317 - 844-6284 FAXi 317 - 580 -9495 CONTACT Ronald Miller, DDS, MSD .11I.Lol I I will The accuracy of any flood hazard data shown on this report is subject to map scale uncertainty and to any other uncertainty in location or elevation on the referenced Flood Insurance Rate Map. The within described tract of land lies within Flood Hazard Zone X (unshaded) as said tract plots by scale on Community Panel Number 180157CO5209 F the Flood Insurance Rate Maps for the City of Carmel of Hamilton County, Indiana (maps dated February 19, 2003). ZG)TqT1N(CV The subject tract is M3 (manufacturing park distri:t). HD) Docket No. 07020003 DP /ADLS REVISIONS: DATE: BY: DESCRIPTION: 03/01 /07 RJS REV. PER TAC COMMENTS 04/02/07 RJS REV. PER ARCH. COMMENTS 05/11/07 RJS ISSUED FOR BID C104 STORMWATER POLLUTION PREVENTION PLAN C601 STORM SEWER PLAN AND PROFILE C801 —C802 STORMWATER POLLUTION PREVENTION DETAILS C803 —C806 GENERAL DETAILS C901 —C902 SPECIFICATIONS L101 —L102 LANDSCAPE PLAN E -100 SITE LIGHTING PLAN PROJECT ENGINEER: GEM CHECKED BY: ALF Ras (ar Historic Fort Harrison 8901 Otis Avenue Indianapolis, Indiana 46216 -1037 317- 826 -7100 317- 826 -7200 Fax www.schneidereorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering CERTIFIED Y: Gary E. Murray, P.E. E —MAIL ADDRESS: gmurray C9schneidercorp.com THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. DATE CHECKED: 05/11/07 © 2007, The Schneider Corporation 1100131=0 ROM 1N611.01 1�I� The vertical location data shown on this survey is based upon a positional solution derived from Global Positioning System (GPS) observations processed by National Geodetic Survey (NGS) utilizing their Online Positioning User Service (OPUS) software. Unless otherwise noted, elevations shown hereon are based upon said OPUS solution and are on the 1988 North American Vertical Datum (NAVD88). It is my opinion that the uncertainty in the elevation of the project benchmark does not exceed 0.10 foot. TBM #1 Cut square on the north side of a concrete area light base at the northeast corner of the parking lot west of the site. ELEV. = 844.46 (NAVD88) TBM #2 Cut "X" in the south rim of sanitary manhole SS#C, north of Carmel Drive across from site. ELEV. = 841.15 (NAVD88) TBM#3 Cute square in west side of a concrete area light base at the southeast comer of the parking lot west of the site. ELEV. = 844.36 (NAVD88) o! N. ,.• 5 E F•., �i No. 1930D348 W= O STATE OF F. i� • ........ ........• f!ON Al �����0 ° °• ��/ l l l I I I A 1 1 11111 DATE: 5/11/07 ,JOB No. 1211.033 FILE NAME: S: \1211 \033 \dwgs\C100.dwg SHEET (CIL(G(a OF 18 INDEX DE vCRIPTION SHEET No. C100 COVER SHEET ONE TOPOGRAPHICAL SURVEY C101 SITE PLAN C102 GRADING PLAN C103 UTILITY PLAN C104 STORMWATER POLLUTION PREVENTION PLAN C601 STORM SEWER PLAN AND PROFILE C801 —C802 STORMWATER POLLUTION PREVENTION DETAILS C803 —C806 GENERAL DETAILS C901 —C902 SPECIFICATIONS L101 —L102 LANDSCAPE PLAN E -100 SITE LIGHTING PLAN Ras (ar Historic Fort Harrison 8901 Otis Avenue Indianapolis, Indiana 46216 -1037 317- 826 -7100 317- 826 -7200 Fax www.schneidereorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering CERTIFIED Y: Gary E. Murray, P.E. E —MAIL ADDRESS: gmurray C9schneidercorp.com THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. DATE CHECKED: 05/11/07 © 2007, The Schneider Corporation 1100131=0 ROM 1N611.01 1�I� The vertical location data shown on this survey is based upon a positional solution derived from Global Positioning System (GPS) observations processed by National Geodetic Survey (NGS) utilizing their Online Positioning User Service (OPUS) software. Unless otherwise noted, elevations shown hereon are based upon said OPUS solution and are on the 1988 North American Vertical Datum (NAVD88). It is my opinion that the uncertainty in the elevation of the project benchmark does not exceed 0.10 foot. TBM #1 Cut square on the north side of a concrete area light base at the northeast corner of the parking lot west of the site. ELEV. = 844.46 (NAVD88) TBM #2 Cut "X" in the south rim of sanitary manhole SS#C, north of Carmel Drive across from site. ELEV. = 841.15 (NAVD88) TBM#3 Cute square in west side of a concrete area light base at the southeast comer of the parking lot west of the site. ELEV. = 844.36 (NAVD88) o! N. ,.• 5 E F•., �i No. 1930D348 W= O STATE OF F. i� • ........ ........• f!ON Al �����0 ° °• ��/ l l l I I I A 1 1 11111 DATE: 5/11/07 ,JOB No. 1211.033 FILE NAME: S: \1211 \033 \dwgs\C100.dwg SHEET (CIL(G(a OF 18 Part of Block 11 in the Conditional Secondary Plat Carmel Science and Technology Park, a subdivision in Hamilton County, Indiana, the plat of which is recorded in Plat Book 13, pages 65 thru 71 and amended by Certificate of Correction recorded as Instrument Number 87 -01640 in the Office of the Recorder of Hamilton County, Indiana, described as follows: Lot 5 as shown on the proposed Secondary Plat fled under Docket 06100006 TAC and containing 2.589 acres, more or less. SUMMARY TABLE ZONING ON PARCEL: = M -3 PROPOSED BUILDING: = 24,000 S.F. REQUIRED PARKING: 1 SPACE /250 S.F. NET BUILDING AREA: 96 P.S. PROVIDED PARKING: STANDARD PARKING SPACE: 98 P.S. HANDICAP PARKING SPACE: 4 P.S. TOTAL PARKING SPACES PROVIDED: 102 P.S. MAXIMUM BUILDING COVERAGE: 12,000 SF BUILDING /2.589 ACRES 11 CITY CENTER DRIVE AND CARMEL DRIVE ROAD IMPROVEMENTS PER CROSSROAD ENGINEERS, PC, USED FOR REFERENCE ONLY. RECEIVED ON 1 -09 -07 BY THE SCHNEIDER CORPORATION. i i ASSUMED NORTH SCALE: 1 "= 40 ' §16N 1 I I VEjeca1161 HOLEY MOLEY SAYS "DON'T DIG BLIND "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. I. ALL RADII AND OTHER DIMENSIONS FOR 6» STANDING CURB AND 2' CHAIRBACK CURB ARE TO THE FACE OF CURB. 2. ALL RADII AND OTHER DIMENSIONS FOR 2' ROLL CURB ARE TO BACK OF CURB. 3. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER OF ANY CHANGES, OMISSIONS OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 4. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH LOCAL GOVERNING AUTHORITIES. 5. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 6. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCC *1TH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 7. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF BUILDING FaJNDATION WALL. 8. SEE ARCHiTECIURAL PLANS FOR BUILDING DIMENSIONS. 9. SERVICE WALKS SHALL BE NON— REINFORCED CONCRETE 4" THICK. 10. EXPANSION MKIS ARE TO BE PLACED AT ALL WALK INTERSECTIONS AND BETh� & WALKS AND PLATFORMS. SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS. CONTROL JOINTS ARE PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH AFT EXPANSION JOINT EVERY 20' OR LESS. } w 11. ANY WALK AND CURB REMOVAL SHALL BE TO THE NEAREST JOINT. � X 0 0 0 0 0 0 Q 0 0 Q A Existing Utility Pole Existing Trees Existing Fence Heavy Duty Pavement Concrete Pavement 6" Straight Curb Landscaped Area Curb & Walk Walk Handicap Ramp Concrete Dumpster Pad (REFER TO ARCHTECTURAL PLANS) Handicap Parking Sign Masonry Control Point r_4_'*� C803 5 *r50803 � 2 C803 C803 8 10 0803 0803 Site Lighting Fixtures (See Site lighting ' Plan) Light Duty Pavement C803 Pavement Striping 9W1 BE USED fN.Y PURSUANT TO 1fE AMHIIT 3 Concrete Wheel Stop C803 Sto Si n 8 Saw Cut, Remove Existing Sid Concrete Pavement C803 walk and Replace in ROW w Crosswalk top ar 3 Tapered Curb 2 0803 Concrete Pavement in ROW K1_4 Q �11 13 Bicycle Parking 0803 Standard Parking Spaces — 9' x 18' Standard Parking Spaces — 9' x 20' ADA Parking Spaces — 8' x 20' (A.D.A. REQUIREMENTS) J Carmel Orthodontics Office building Owner Ronald Miller, DDS, MDS 2000 E. 116th Street Suite 201 Carmel, Indiana 46032 (317) 844 6284 Architect / Landscape Architect Ratio Architects, Inc. 107 South Pennsylvania Street Suite 100, Schrader Building Indianapolis, Indiana 46204 -3684 (317) 633 4040 Civil Engineer The Schneider Corp. Historic Fort Harrison 8901 Otis Avenue Indianapolis, Indiana 46216 (317) 826 7100 Structural Engineer Lynch Harrison & Brumleve Indianapolis, Indiana 46203 550 Virginia Avenue (317) 423 1550 Mechanical Engineer Applied Engineering Services 7999 Knue Road Indianapolis, Indiana 46250 (317) 585 8920 Construction Manager REI Construction, LLC 11711 North Pennsylvania Street Suite 200 Carmel, Indiana 46232 (317) 633 4040 DRAWN BY y TSC ,........... No. CHECKED BY --v°° i 19300348 '4+= • STATE OF ;=�w ALF �N Al APPROVED BY rrrriuu�ummu����� 67 A�2, 5/11/07 GEM O SHEET TITLE SITE PLAN PROJECT N0. SHEET NUMBER 'ATIO #06093.00 TSC #1211.033 C -101 DATE May 11, 2007 ' CUPtRM}IT NO1NE MS ARpITECIUtAL A!D V BOOM aRALV IS awe N oNM AND ,4 Oj 9W1 BE USED fN.Y PURSUANT TO 1fE AMHIIT qIH RATIO ARQIlECT� NC. NO O1fER a UISSE"YAlION OR UIPII(,AlION MAY BE MADE w1fI0UT RATIO PRIOR NAITIEN fANSENT OF RATIO Mp11ECA W. A CM uw mans cc carxKHr AND OhERNISE ARE fERFHY SPEfMT REDO. REVISIONS Q3/1/07 -REV. TAC Q COMMENTS A2 -REV. COMMENTS ARCH. Q A4/30/07 -REV. COMMENTS TAC Q Q � ;0� OR BID Q A A SHEET TITLE SITE PLAN PROJECT N0. SHEET NUMBER 'ATIO #06093.00 TSC #1211.033 C -101 DATE May 11, 2007 V M. rF `V TT CL Cr 0) CD M M rn CD =• (n w Cn J M �(-,j 0 7 Q cr) (, C y c Q 0 4 Q U m O O � Q Q) rq E� � rr) U O �o 0 3, Q0 �oLn — � T o J W 5 0 Lo goo o LL- U� 0 f I I I ► _ I I f ----------------------------------- - - - - -- I I I ► I SCSC I 300 I i I I I VH I 195 I I I TVS I SPH VH SCSC 11 338 440 250 I - - - - -- --- - - - - -- -------- -- ------------ `\ --------- - - - -1k r ` \ + �d + + 14 3 0 N PLANTING PLAN -101 1" = 40' LEGEND Carmel CANOPY TREE PLANTING. REFER TO DETAIL. e 10 / ORNAMENTAL TREE PLANTING. REFER TO DETAIL. � 10 SHRUB BEDS. REFER TO DETAIL. 2 10 ��.. SEDGES /GRASSES GROUNDCOVER LO SOD DSEEDED LAWN a Ica[ ❑ STEPPING STONES WITH GROUNDCOVER PLANTED IN BETWEEN. REFER TO DETAIL.e 10 3 10 SPADE EDGE DETAIL 4 10 PLANT SPACING DETAIL PLANTING PLAN NOTES: 1O LAWN: SOD 1A LAWN: SEEDED OPROVIDE SPADE EDGE WITH STRAIGHT LINES AND TRUE ARCS 3O PAVED PATIO AREA ODUMPSTER ENCLOSURE, REFER TO 'A' SERIES DRAWINGS. O5 ADDRESS SIGN, REFER TO 'A' SERIES DRAWGINGS. 6O ENTRY SIGN, REFER TO 'A' SERIES DRAWINGS. GENERAL PLANTING NOTES: 1. ALL DISTURBED AREAS ARE TO BE SEEDED UNLESS OTHERWISE NOTED ON PLANS. 2. ALL LAWN AREAS TO RECEIVE 6" OF IMPORTED TOPSOIL. HOLEY MOLEY SAYS, "CALL BEFORE YOU DIG" (TWO WORKING DAYS PLEASE) 1 -800- 382 -5544 1- 800 - 428 -5200 INSIDE INDIANA FROM OUTSIDE INDIANA Carmel Orthodontics ■ ■ ■ Office Building Owner Ronald Miller, DDS, MDS 2000 E. 116th Street Suite 201 Carmel, Indiana 46032 (317) 844 6284 Architect / Landscape Architect Ratio Architects, Inc. 107 South Pennsylvania Street Suite 100, Schrader Building Indianapolis, Indiana 46204 -3684 (317) 633 4040 Civil Engineer The Schneider Corp. Historic Fort Harrison 8901 Otis Avenue Indianapolis, Indiana 46216 (317) 826 7100 Structural Engineer Lynch Harrison & Brumleve Indianapolis, Indiana 46203 550 Virginia Avenue (317) 423 1550 Mechanical Engineer Applied Engineering Services 7999 Knue Road Indianapolis, Indiana 46250 (317) 585 8920 Construction Manager REI Construction, LLC 11711 North Pennsylvania Street Suite 200 Carmel, Indiana 46232 (317) 633 4040 DRAWN BY RT err, CHECKED BY AT APPROVED BY7 °I]1tyF CHI' COPYRIGHT NOTICE: THIS ARCHITECTURAL AND a A ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND .4 Oj SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS, INC. RATIO ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. REVISIONS Ao ISSUED FOR BID A 05/11 /07 0 0 0 0 0 A L L SHEET TITLE PLANTING PLAN PROJECT NO. SHEET NUMBER 06093.000 L -1 01 DATE May 11, 2007 D� CL Cr 1< 00 CD M (o F3, CD CCD (n 01 IV -C V) o �O N C� 0 �U) �> 00.0 Z U C o a) D 0 Q 0 0 Q 0 Q M 0 o� �Q_ E 0-) o� �0 0 Ln N 0 0 �� T �w� �o a Boa oLL (,n z w n L o i n J FINISH GRADE 1 z 0 1 io 1 L -102 2 TIMES THE BALL DIA. TREE PLANTING DETAIL 1/2" = 1' -0" "D" "A" NO. OF PLANTS /SF 6" O.C. 5.2" 4.61 8" 0. C. 6.93" 2.6 10" O.C. 8.66" 1.66 12" O.C. 10.4" 1.15 15" 0. C. 13.0" 0.738 18" 0. C. 15.6" 0.512 24" O.C. 20.8" 0.29 30" O.C. 26.0" 0.185 36" O.C. 30.0" 0.128 3 STAKES WITH RUBBER TUBING AND FLAGS (SEE GENERAL NOTES #3 FOR STAKING REQUIREMENTS). STAKES ARE TO BE LOCATED WITHIN THE MULCH RING /BED. TREE WRAPPING -SEE GENERAL NOTES. TREEGATOR OR EQUIV. PORTABLE DRIP IRRIGATION BAG -NOT REQUIRED IF OPERATIONAL IRRIGATION SYSTEM EXISTS -ONLY USE DURING MONTHS B/W APRIL 1 AND OCTOBER 31. REMOVE TOP 1/2 OF BURLAP AS WELL AS ANY BINDERS FROM AROUND TOP OF ROOT BALL. 2 IN. DEEP MULCH RING /MATERIAL. DO NO PLACE MULCH IN CONTACT WITH TREE TRUNK. MAINTAIN THE MULCH SO IT REMAINS WEED -FREE. TREE PIT BACKFILL. SCARIFY ALL SIDES OF TREE PIT. TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT BALL DOES NOT SHIFT. PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL. GENERAL NOTES: 1. TREE WRAPPING SHALL BE IN PLACE ONLY IN MONTHS B/W OCTOBER 31 AND APRIL 1. 2. TREE WRAPPING TO BE PLACED ONLY ON TREES WITH THIN BARK. 3. STAKING IS CONTRACTORS OPTION -TREES MUST REMAIN PLUMB. 4. DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO- DOMINANT LEADERS, AND BROKEN OR DEAD BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. 5. EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL. DECIDUOUS OR EVERGREEN SPECIES I 4 L -102 PLANT SPACING DETAIL 3" = 1' -0" 6" MIN. MIN. 1' EQ. SPACING NOT USED FOR CONSTRUCTION `5ZEXISTING — PERIMETER BUFFER PLANTI 6" MIN. 24 "x24 "x2" CONC. STEPPING STONE. COLOR: NATURAL TONE FINISH: TO MEET ASTM SLIP RESISTANCE / STANDARDS SEE PLANT SCHEDULE FOR SPACING. MULCH - SEE SPECIFICATION. BACK OF CURB AT BED. 6" MIN. DEPTH LIGHTLY COMPACTED TOPSOIL. SUB GRADE 1" MIN. SAND SETTING BED SCARIFY ALL SIDES OF PLANTING PIT. FINISH GRADE 2 L -102 O.0 SPACING VARIES . f r .. •t r �. .� r 1 SHRUB PLANTING DETAIL 1/2" = 1' -0" 6 L -] NOT USED FOR CONSTRUCTION EXISTING — PERIMETER BUFFER PLANTI SEE PLANT SCHEDULE FOR SPACING. REMOVE TOP 1/3 OF BURLAP AS WELL AS ANY BINDERS FROM AROUND TOP OF BALL. FILTER FABRIC MULCH - SEE SPECIFICATION. SPADE EDGE AT BED. SHRUB PIT BACKFILL. LAWN SHARP SPADE CUT EDGE MULCH =1 I I1 I I III III I I I1 i t -I I II_I I - -� 111 I II I II I I 1I- SCARIFY ALL SIDES OF - - _TOP SOIL= - SHRUB PIT. - i �__ - III � -III PLACE ROOTBALL ON UNEXCAVATED _ �, - I -- -- —III III — OR TAMPED SOIL. - I = i _ I - -I -- , SUBGRADE -!__ iii SPADE EDGE DETAIL DECIDUOUS OR EVERGREEN SPECIES L -102 3" = 1' -0" PLANT MATERIAL SCHEDULE Orthodontmics Office Buioldming Owner Ronald Miller, DDS, MDS 2000 E. 116th Street Suite 201 Carmel, Indiana 46032 (317) 844 6284 Architect / Landscape Architect Ratio Architects, Inc. 107 South Pennsylvania Street Symbol Botanical Name TREES-CANOPY Cornrrion Name Quanity Size —Spacing­.....­.....,..­ Rennarks ACSA Acer saccharum Sugar Maple 9 2.5" CAL. As noted on plan B &B NYSY tULPA Nyssa sy'lvatica Ulmus paMfolia `Allee" Black Gum Allee Elm 7 3 2.5" CAL. 2.5'° CAL. As noted on plan As noted on plan B&B BBB 11711 North Pennsylvania Street Suite 200 -� (317) 633 4040 DRAWN BY RT TREES - ORNAMENTAL CHECKED BY AMAR Amelanchier arborea Cerny servlcel rry 3 8' HT As noted on plan Multi -Stem, B &B CECA CVWK Ceres canaderts's ICrataegus Vridrs Winter King' Redhud Hawthom Winter King 15 5 8' FIT 8" HT As noted on plan As noted on plan , A 5/11/07 A 0 0 i 0 1 ,., SHRUBS/'WOODIES Fothergilla Mount Airy' -- I 5 GAL. 7 - =1 I I1 I I III III I I I1 i t -I I II_I I - -� 111 I II I II I I 1I- SCARIFY ALL SIDES OF - - _TOP SOIL= - SHRUB PIT. - i �__ - III � -III PLACE ROOTBALL ON UNEXCAVATED _ �, - I -- -- —III III — OR TAMPED SOIL. - I = i _ I - -I -- , SUBGRADE -!__ iii SPADE EDGE DETAIL DECIDUOUS OR EVERGREEN SPECIES L -102 3" = 1' -0" PLANT MATERIAL SCHEDULE Orthodontmics Office Buioldming Owner Ronald Miller, DDS, MDS 2000 E. 116th Street Suite 201 Carmel, Indiana 46032 (317) 844 6284 Architect / Landscape Architect Ratio Architects, Inc. 107 South Pennsylvania Street Symbol Botanical Name TREES-CANOPY Cornrrion Name Quanity Size —Spacing­.....­.....,..­ Rennarks ACSA Acer saccharum Sugar Maple 9 2.5" CAL. As noted on plan B &B NYSY tULPA Nyssa sy'lvatica Ulmus paMfolia `Allee" Black Gum Allee Elm 7 3 2.5" CAL. 2.5'° CAL. As noted on plan As noted on plan B&B BBB 11711 North Pennsylvania Street Suite 200 Carmel, Indiana 46232 (317) 633 4040 DRAWN BY RT TREES - ORNAMENTAL CHECKED BY AMAR Amelanchier arborea Cerny servlcel rry 3 8' HT As noted on plan Multi -Stem, B &B CECA CVWK Ceres canaderts's ICrataegus Vridrs Winter King' Redhud Hawthom Winter King 15 5 8' FIT 8" HT As noted on plan As noted on plan Multi -Stem, B&B, MultrZStem, B&B A 5/11/07 A 0 0 0 0 0 FOMO SHRUBS/'WOODIES Fothergilla Mount Airy' Mount Airy Fothergilla 93 5 GAL. 36" o.c unless noted otherm"Se ....-- ..- ........ ILCR Ilex crenata 'Compactaf Japanese Holly 46 5 GAL. 35" ox. unless noted otherwise May 11, 2007 ITVS Itea vir mica '"Sprich` Little Henry S eetspire 202 5 GAL. 24"o.c unless noted othervAse T AW Taxus x media Ward i' Wardii Yevy 22 5 GAL. 36 "o.c unless noted otherwise GRCUNDCOVERS UMV Uriope muscari Vanegata' Lily Turf 530 3" container 12" o.c. 1 or more stem LIMU Lido muscan Uly Turf 580 3" container 12" o.c. 1 or rr re ster°r7s GRASSES PVHM SPHE ISchizachy6um Panicurn %irgaturn'Hearry Metal' Sporobolus heterolepis Heavy Metal SyAtchgrass Prairie Dropseed 1185 2307 2 3/8" cell 2 3/8 "' cell 18 "o.c 18 "o.c SCSC scopan urn 'Blaze` Blaze Uttle Bluestern 3176 12 3,18" cell 12" o.c. HOLEY MOLEY SAYS, "CALL BEFORE YOU DIG" (TWO WORKING DAYS PLEASE) 1- 800 - 382 -5544 1- 800 - 428 -5200 INSIDE INDIANA FROM OUTSIDE INDIANA 7 Carmel Orthodontmics Office Buioldming Owner Ronald Miller, DDS, MDS 2000 E. 116th Street Suite 201 Carmel, Indiana 46032 (317) 844 6284 Architect / Landscape Architect Ratio Architects, Inc. 107 South Pennsylvania Street Suite 100, Schrader Building Indianapolis, Indiana 46204 -3684 (317) 633 4040 Civil Engineer The Schneider Corp. Historic Fort Harrison 8901 Otis Avenue Indianapolis, Indiana 46216 (317) 826 7100 Structural Engineer Lynch Harrison & Brumleve Indianapolis, Indiana 46203 550 Virginia Avenue (317) 4231550 Mechanical Engineer Applied Engineering Services 7999 Knue Road Indianapolis, Indiana 46250 (317) 585 8920 Construction Manager REI Construction, LLC 11711 North Pennsylvania Street Suite 200 Carmel, Indiana 46232 (317) 633 4040 DRAWN BY RT CHECKED BY 1 . A4101 APPROVED BY ��Ittt v NOTICE: THIS ARCHITECTURAL AND V ACOPYRIGHT ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND 04 SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS, INC. RATIO ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. REVISIONS Ao ISSUED FOR BID A 5/11/07 A 0 0 0 0 0 zn� Z� SHEET TITLE PLANTING DETAILS PROJECT NO. SHEET NUMBER 06093.000 L -1 02 DATE May 11, 2007 CD Cr ITI Cn CD (D rn cn f- O N 0 Ln 0 ��� z<,Cf) 0Q) _D 5C� 0 U 0 Q C) M 0 Q o-) ELn U 0 �o 0 O 0 0 � / N ��'D oLn — C'� I" <wz 0 �o Ego C Cn z co L F_ 4 A -100 WOOD GATE, 7' -0 "H X 12' -0 "W 4" GALVANIZED PIPE WITH CAP, PAINTED, FILL SOLID WITH CONCRETE, TYPICAL 8" CMU WITH PLYWOOD AND PREFINISHED METAL SHINGLE SYSTEM, SHINGLES TO WRAP TO GATE OPENING, INTERIOR OF DUMPSTER ENCLOSURE TO BE EXPOSED CMU CONC. FOOTING BELOW EDGE OF CAST STONE UTILTY BRICK VENEER BELOW 3 A -100 DUMPSTER ENCLOSURE PLAN A -100 1/4 11=11-01P ALUM. COPING TO MATCH METAL SHINGLES ows CAST STONE UTILITY o BRICK VENEER WITH 8" CMU BACK UP, PROVIDE TRUSS TYPE HORIZONTAL REINFORCEMENT ©16" O.C. VERTICALLY 71 [;Tn CAST STONE STARTER COURSE, 12 "X24" u CONCRETE FOOTING 7\7 0 0 0 ° #5 DOWEL ® 16" O.C. ° ° 3 #5 DOWELS ° ;i CONTINUOUS ° ° 48" O.C. W a a U }CL i 9_091 F-- r CONCRETE PAVEMENT, SEE CIVIL 5 WALL SECTION AT ENCLOSURE A -100 1/2"=l'-D" HIGH POST MOUNTED ALUMINUM LETTERING, COLOR TO MATCH FASCIA, 3" DEEP, MOUNTED TO ROOF SURFACE N PLAN EYELET ATTACHED TO STEEL FRAME ALUM. COPING H ORIZ. TENSION CABLE LOOPED THROUGH EYELETS AND CLAMPED EYELET ANCHORED TO WALL -- 2"0 PIPE FRAME SUPPORT l i I FOR WOOD GATE GROUT WALL SOLID AT OPENING ° - I '� -- WOOD GATE, 71- 0 "HX6' -0 "W CO L EACH LEAF WOOD SLAT'STWITHCID4R CEDAR OVERLAY FRAME AS l l — SHOWN, PAINTED - INDUSTRIAL HINGE NO. 6435 '00 AS MANUFACTURED BY MERCHANTS METALS, OR - - — -� EQUAL, PROVIDE 4 EACH I LEAF DIAGONAL TENSION CABLE ATTACHED TO STEEL FRAME DAC STRONG ARM DOUBLE L _ _ GATE LATCH OR EQUAL GATE STOP, ONE LEAF ONLY REINFORCED CONC. FOOTINGS 2 DUMPSTER ENCLOSURE EAST ELEVATION A -100 1/4"=l'-O" ALUM. COPING TO MATCH METAL SHINGLES PREFINISHED MET/ SHINGLE SYSTEM OVER i" EXTERIOR GRADE PLYWOOD SECURED TO CMU CAST STONE UTILITY BRICK VENEER WITH 8" CMU BACK UP, PROVIDE TRUSS TYPE HORIZONTAL REINFORCEMENT ®16" O.C. VERTICALLY CAST STONE STARTER COURSE 0 cV a CONCRETE FOOTING a [7 [F7 ° o o ° #5 DOWEL @ 16 O.C. ° V. 3 15 DOWELS ° CONTINUOUS ° Z 7 V #4 X 1' -6" © ° o 0 0 o 48" O. C. a a U CONCRETE PAVEMENT, SEE CIVIL 6 WALL SECTION AT ENCLOSURE A - o0 1 /2 " =1'- 0" 30' -0" CA(� EL OO RTHOO DOO TICS rl 2 BUILDING SIGN A —loo /8„ =1, -0 „ UTILITY BRICK RUNNING BOND CONC, FOOTING K_3_� DUMPSTER ENCLOSURE WEST ELEVATION A -100 1/4 11=11-091 ALUMINUM LETTERING, COLOR TO MATCH FASCIA, 2” DEEP I ALUMINUM SIGN HORIZONTAL SUPPORTS, COLOR TO MATCH FASCIA, 12" DEEP N� N OI N� _I F 7 MONUMENT SIGN ELEVATION A -100 3/8 " =1' -0" ALUMINUM SIGN VERTICAL SUPPORTS AS NEEDED, COLOR TO MATCH FASCIA ALUMINUM SIGN HORIZONTAL SUPPORTS, COLOR TO MATCH FASCIA, 12" DEEP ALUMINUM LETTERING, COLOR —_' L TO MATCH FASCIA, 2" DEEP s MONUMENT SIGN PLAN A -100 3/8"_1, -O„ 2'- 4" 7 15 t N I r- ALUMINUM LETTERING, COLOR TO MATCH FASCIA, 1" DEEP, MOUNTED TO EXTERIOR WALL o BUILDING ADDRESS SIGN A -loo 3/8 " =1' -0" ALUMINUM LETTERING, COLOR TO MATCH PREFINISHED METAL SHINGLES, 2" DEEP LETTERS CUT OUT OF ALUMINUM PANEL, PANEL BEHIND TO MATCH FASCIA COLOR ADDRESS SIGN A -1o0 3/8 " =1' -0" IG METAL SHINGLE UTILITY BRICK RUNNING BOND CONC. FOOTING 4 DUMPSTER ENCLOSURE NORTH ELEVATION A -loo 1/4"=l'-O" " 12' -11" 4' -0" 1 ALUM. CHANGEABLE MESSAGE BAR SIGN WITH INBOUND SUPPORTS, COLOR TO MATCH s PREFINISHED METAL SHINGLES CARMEL ORTHODONTICS TENANT 1 TENANT 2 TENANT 3 RIV D_ E TENANT 4 0 I `D ALUM. FLASHING TO MATCH PREFINISHED METAL SHINGLES CAST STONE UTILITY - -- - BRICK IN i RUNNING - - - - - -- BOND PATTERN LUM. POST AND PANEL SIGN, of DEEP, WITH INBOUND UPPORTS, COLOR TO MATCH REFINISHED METAL SHINGLES I I REINFORCED CONC. FOOTING J CAST STONE UTILITY BRICK BASE BELOW ALUM. CHANGEABLE MESSAGE BAR SIGN WITH INBOUND SUPPORTS, COLOR TO MATCH PREFINISHED METAL SHINGLES REINFORCED CONC. FOOTING BELOW . _ " 8 2" l Car e Orthodontics Office Bui'ldi'n Owner Ronald Miller, DDS, MDS 2000 E. 116th Street Suite 201 Carmel, Indiana 46032 (317) 844 6284 Architect / Landscape Architect Ratio Architects, Inc. 107 South Pennsylvania Street Suite 100, Schrader Building Indianapolis, Indiana 46204 -3684 (317) 633 4040 Civil Engineer The Schneider Corp. Historic Fort Harrison 8901 Otis Avenue Indianapolis, Indiana 46216 (317) 826 7100 Structural Engineer Lynch Harrison & Brumleve Indianapolis, Indiana 46203 550 Virginia Avenue (317) 4231550 Mechanical Engineer Applied Engineering Services 7999 Knue Road Indianapolis, Indiana 46250 (317) 585 8920 Construction Manager REI Construction, LLC 11711 North Pennsylvania Street Suite 200 Carmel, Indiana 46232 (317) 633 4040 DRAWN BY TLG, =ter; CHECKED BY I i c� APPROVED BY ZCOPYRIGHT NOTICE: THIS ARCHITECTURAL AND ® ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND _� Oj SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE IMTHOUT PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS, INC. RATIO ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. REVISIONS Ao ISSUED FOR BID 5/11/07 0 0 O SHEET TITLE SITE DETAILS PROJECT NO. SHEET NUMBER 06093.000 DATE �� O� May 11, 2007 I ( ALUM. CHANGEABLE MESSAGE BAR SIGN WITH INBOUND SUPPORTS, COLOR TO MATCH �- PREFINISHED METAL SHINGLES ALUMINUM LETTERING, COLOR TO MATCH FASCIA, 2" DEEP I ALUMINUM SIGN I HORIZONTAL SUPPORTS, COLOR TO MATCH `v FASCIA, 12" DEEP I ALUM. FLASHING TO 10 MATCH PREFINISHED METAL SHINGLES 1' -0" CAST STONE UTILITY �- 0 BRICK VENEER BOTH SIDES WITH 4" CMU BACK UP, PROVIDE TRUSS TYPE HORIZONTAL a REINFORCEMENT AT 16" 0 0 0 ° o v O.C. V E R T. CAST STONE STARTER ° ° 7 ° ° ° COURSE, 12 "X24" ° CONC. FOOTING ►�' o ° 0 ° ° #4 DOWELS 0 24" O.C. ° ° ° ° G #4 X 2, -6„ ® 48" O.C. 3 #5 DOWELS CONTINUOUS 9 SECTION THROUGH MONUMENT SIGN A -100 1/291=11-0" l Car e Orthodontics Office Bui'ldi'n Owner Ronald Miller, DDS, MDS 2000 E. 116th Street Suite 201 Carmel, Indiana 46032 (317) 844 6284 Architect / Landscape Architect Ratio Architects, Inc. 107 South Pennsylvania Street Suite 100, Schrader Building Indianapolis, Indiana 46204 -3684 (317) 633 4040 Civil Engineer The Schneider Corp. Historic Fort Harrison 8901 Otis Avenue Indianapolis, Indiana 46216 (317) 826 7100 Structural Engineer Lynch Harrison & Brumleve Indianapolis, Indiana 46203 550 Virginia Avenue (317) 4231550 Mechanical Engineer Applied Engineering Services 7999 Knue Road Indianapolis, Indiana 46250 (317) 585 8920 Construction Manager REI Construction, LLC 11711 North Pennsylvania Street Suite 200 Carmel, Indiana 46232 (317) 633 4040 DRAWN BY TLG, =ter; CHECKED BY I i c� APPROVED BY ZCOPYRIGHT NOTICE: THIS ARCHITECTURAL AND ® ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND _� Oj SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER USE, DISSEMINATION OR DUPLICATION MAY BE MADE IMTHOUT PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS, INC. RATIO ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED. REVISIONS Ao ISSUED FOR BID 5/11/07 0 0 O SHEET TITLE SITE DETAILS PROJECT NO. SHEET NUMBER 06093.000 DATE �� O� May 11, 2007