Loading...
HomeMy WebLinkAboutBuilding Plans.Y CITY CO CARMEL CLAY TOWWMV. O# 4 � { 32 P{ElFt A1Jt�Etttj WA , I ed a"d, re nxibk` fpr As the authoriz 9 plfi 0 we weaticat to those rikased for low �yftt s also wtderstww that if is ektet d these; a "8'k will be s the t"eft€st •N!s s> k AUT"O"ZED 51GWTME , .'v 4. wi& FF Pena0 T "Ad�+itusha4on'= Requite byCamui try `fif e, NEW�p � 3 617 S F.Penalties'. x� � s0 ICE hxt,its/faynsJaa * tticatton AW, ZMJ , ZZ C '•W,•»••+,•xvw • mw.,+wwT'^.•w1'ti+ww+M "h t..� � ,�w'Y�.'w'y' .w:, •w1r+n.Aw + "•'•-+++rr� w � w�4m r..r.•., �..w, , ` �rn. »....m ... mrwwi':r"'.'w,n /r � �,wwFw�wYw .. _ r `.S�w:.a...,,• �..a•,jl x '� I:. M.m ..+..rev:., - • ren _ ^ ' . s � , :. w.M�nrrmw+•.r'x`h ...F^'..+: I �' J_+�^.�.""„rva:.+:tin„�•r,..wruur.:d'n,u rl \t _i@i /�.�__ : 'w+'.w+�..r,..e;.'�aw�:.., _ 'ice w - ' ..' ._ - ,.'`--::.;.:.:;.. .:. ,-f- '� '-•� r �. i ;. "" a.(s4 r RZ �r 4 f F4 r r� V t : 1Lo f�^5 �.' ,.�. fl'4,Uer i<:• iaxlb'BF�+T'.1pµ .mt. - -.:'t",rn•a+»n: :;+anxIcJ!— !:� ` - w A51 a;,ro^.,...��)t:,.,s.a.n,p _``k,:{ �-..'....:}4yai�tna+•n.*u,.�.pf �Y�'��'SRuz �i'O{t'�. WI coo 004w0gaiI, �`}tri WEI.. - » .sxi°""Nrfrar3F'u*>Yx w+»'ba ' ,AY9' "` + wrwnmsc�•gn•-w<la es : ,Auy r vs+-yAUMM, . — — -- MOR _ Mw w.xMtuwn9.nn'.•w w.4 A•iWwctmwr 1�ii.• �.ea•..+a+...++rt'i ._ - ra. •W.MPa^x�''t�r� ..,._rr*+"fm� - T .: ..... �+'M+r•'Cw,+rrR,A%uAarnrt+s` rr,A!1a+aaMNr-vwu"a3(^�'�'` »---•—�."""^•".r...-.�...,....,...«..,.w•.,r.,� �vn �u� '�' �1kkWei?�v��aR�ir� _ -- �� .-»...+..,,,•w,:.+w`�.;^m.e..nwueaww.....rm+eam�t,xmgw MRXNt" �R�hr. kb... '"`t�mrr _ ' nau A �it ktR.�s{n; m .7,' ..1 dSrt yC iedSLlaiq`RU r'f..Mn _ , .Y I. f IS 131ST STREET AND US 31 CARMEL, INDIANA 00 * AR195oo143 * ` DATE 10/25/41 BMW C> P E E R 0 N SET NO. �n ro ARCHITECTURE 0 CD 984 Logen Street Suite 10 Noblesville, IN 46060 USA 9 t e l. 3 1 7 7 7 0 9 7 1 4 f a x. 3 1 7 7 7 0 9 7 1 8 Q emailCD tfledho��oter�osarehlieet�re.eos 0 r 0 { I. DENTAL OFFICE BUILDING 131ST STREET AND US 31 CARMEL, INDIANA / / I RCHITECTURAL SITE PLAN GENERAL REQUIREMENTS ALL WORK 15 TO BE DONE 1N ACCORDANCE WITH ALL GOVENIERNG CODES AND REGULATING AGENCIES, THIS PROJECT IS DESIGNED AND DOCUMENTED PER THE ARCHITECT'S INTERPRETATION OF THE CODE REQUIREMENTS. VARIOUS GOVERNING AGENCIES SOMETIMES INTERPRET THE CODES, LAWS AND ORDINANCES DIFFERENTLY. THESE AGENCIES HAVE JURISDICTION TO REQUIRE CHANGES IN DESIGN AND CONSTRUCTION INCLUDING THOSE AGENCIES INVOLVED WITH THE 'AMERICAN'S WITH DISABILITIES ACT' GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL SCRUTINIZE ALL DRAWING SHEETS TO DETERMINE THE FULL EXTENT OF THE RESPONSIBILITIES FOR EACH TRADE. GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL BECOME FAMILIAR WITH THE PROJECT AND BRING ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITION TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. CONTACT RESPECTIVE UTILITY COMPANIES FOR EXACT LOCATION OF APPLICABLE UTILITIES AND TAKE NECESSARY PRECAUTIONS TO PROTECT UTILITIES BELOW GROUND AND ABOVE GROUND AND TO NOT INTERUPT SERVICE TO TENANT. THE CONTRACTOR SHALL MAKE ADVANCE ARRANGMENTS WITH THE PROPERTY OWNER/AANDLORD FOR ANY WORK WHICH WILL AFFECT THE OPERATIONS OF NEARBY TENANTS. THE CONTRACTOR SHALL MAKE ADVANCE ARR44GMENTS WITH THE PROPERTY OILNER/LANDLORD FOR ANY WORK NOT DURING NORMAL BUSINESS HOURS AND SHALL BE RESPONSIBLE FOR SECURING THE PREMISES AT ALL TIMES. ALL DIMENSIONS ARE NOMINAL UNLESS OTHERWISE NOTED AND SHALL BE FROM FACE OF STUD TO FACE OF STUD OR FACE OF MASONRY TO FACE OF MASONRY FOR NEW CONSTRUCTION AND FACE OF FINISH FOR EXISTING CONSTRUCTION. DO NOT SCALE DRAWINGS, CONTACT ARCHITECT FOR DISPUTED DIMENSIONS. ALL INTERIOR PARTITIONS SHALL HAVE A STC OF 48 UNLESS OTHERWISE INDICATED . PROVIDE ACOUSTIC BATT INSULATION AND SOUND SEALANT AT ALL INTERIOR GYP. BD. PARTITIONS UNLESS OTHERWISE INDICATED. ALL MATERIALS STORED WITHIN THE BUILDING SHALL BE NEATLY STACKED AND SHALL NOT INTERFERE WITH OPERATION OF THE FACILITY OR NEARBY TENANTS. DO NOT STORE COMBUSTIBLE MATERIALS ON THE PREMISES FOR A PERIOD LONGER THAN NECESSARY FOR EXECUTION REMOVE AND LEGALLY DISPOSE OFF-SITE ALL DEBRIS RESULTING FROM THE DEMOLITION AND EXECUTION OF THE WORK. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS. 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 SYSTEM. THE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT. THE TRADE CONTRACTORS SHALL PREFORM SUCH SERVICES, AND FURNISH ALL ITEMS REQUIRED FOR THE PROPER EXECUTION OF THE PROJECT. ALL OR PART OF THESE DOCUMENTS WERE GENERATED BY ELECTRONIC MEANS. THE ARCHITECT IS RELYING ON THE ACCURACY OF THE SOFTWARE EMPLOYED. THE ARCHITECT'S LIABILITY IS THEREFORE LIMITED TO THE EXTENT CUSTOMARY IN THE INDUSTRY. THE ERROR AND OMISSIONS DESIGN LIABILITY IS LIMITED TO THE COST OF CORRECTING THE DEFICIENCY. THE GENERAL CONDITIONS FOR THIS PROJECT ARE THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTUCTION, AIA DOCUMENT A201, CURRENT EDITION, A COPY OF WHICH IS ON FILE AND MAY BE EXAMINED IN THE OFFICE OF THE ARCHITECT. PROJECT LOCATION NORTH NT5 INDIANA DRAWING INDEX TITLE SHEET /CODE INFO. A001 GENERAL INFORMATION ARCHITECTURAL DRAWINGS F101 FOUNDATION PLAN AND DETAILS A101 FLOOR PLAN A102 ROOF PLAN /BASEMENT PLAN A103 CEILING REFLECTED PLAN A201 ELEVATIONS A202 ELEVATIONS AND BLDG. SECTIONS A203 TRUSS LAYOUT PLAN AND DETAILS A301 WALL SECTIONS A302 WALL SECTIONS A401 MECHANICAL PLANS MECHANICAL/PLUMBING DRAWINGS M101 ROOM AND DOOR SCHEDULES ELECTRICAL DRAWINGS E101 ELECTRICAL PLAN E102 POWER PLAN PLUMBING DRAWINGS P101 PLUMBING PLAN AND DETAILS CODE REQUIREMENTS ALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS t DRAWINGS AND SHALL SATISFY ALL APPLICABLE CODES, ORDINANCES, ADA., AND REGULATIONS OF ALL GOVERNING BODIES INVOLVED. ANY MODIFICATIONS TO THE CONTRACT WORK REQUIRED BY SUCH AUTHORITIES SHALL BE AT THE EXPENSE OF THE TENANT, SUBJECT TO THE RECEIPT OF AN AFFIDAVIT OR LETTER FROM THE GOVERNING BODY AND TENANT'S PRIOR APPROVAL OF ANY ADDITIONAL COST TO BE INCURRED. ALL PERMITS AND LICENSES NECESSARY FOR FOR THE PROPER EXECUTION OF THE WORK SHALL BE SECURED AND PAID FOR BY THE CONTRACTOR INVOLVED. APPLICABLE CODES INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: BUILDING CODE: 1991 UBC W/INDIANA AMENDMENTS PLUMBING CODE: 1991 UPC W/INDIANA AMENDMENTS MECHANICAL CODE: 1991 UMC UJ/INDIANA AMENDMENTS ELECTRICAL CODE: 1998 NEC W/NDIANA AMENDMENTS CONSTRUCTION TYPE: V -N UNSPRINKLERED OCCUPANCY TYPE: B TOTAL NEW BUILDING SQUARE FOOTAGE = 3,132 SQ FT TOTAL ALLOWABLE AREA - 8000 SQ FT `��1111111111//f��� No.� `- * I AR19500143 s zw P E T E R S 0 N ARCHITECTURE 684 Logan Street Suite 10 Noblesville. IN 46060 USA t e l. 3 1 7 7 7 0 9 7 1 4 f a x. 3 1 7 7 7 0 9 7 1 8 ,email stud iotpeteraouarchiteeture.*am STATE REVIEW 5ET OCTOBER 25, 2001 REVISIONS: REVISION 1 DATE QREVISION 2 DATE REVISION 3 DATE REVISION 4 DATE REVISION 5 DATE PLOT DATE: NA DRAWN BY: MCZ CHECKED BY: D PETERSON PROJECT NUMBER: 01-0090 TITLE 5HEET A001 THESE DRAWINGS ARE GIvEN IN CONFIDENCE AND SHALL BE U5ED ONLY IN PURSUANT TO THE AGREEMENT WITH PETERSON ARCHITECTURE, P.C. NO OTHER U5E OR DUPLICATION MAY BE MADE WITHOUT THE PRIOR WRITTEN GON5ENT OF PETERSON ARCHITECTURE, P.G. ALL OTHER COPYRIGHT AND COMMON LAW RIGHTS ARE HEREBY 51-ECIFIGALLY RESERVED. .y , S , 9 SECTION 50ALE: 5/4" = I' -O" 3/4' PLYWOOD SUB FLOOR 14' TJI'S s 12' O.C. 7 STEEL JOIST HANGER 12' C.M.U. FOUNDATION 04 DOWELS a 32' O.G. - 2'-0' X 1'-0' GONG. FOOTING Wl 3 5'5 CONT. BOT. it 6' CM.U. W/ 1/2' ANCHOR BOLTS 0 32' O. – 4' C.M.U. 431_4' 12' CMU FaMATION 44 DOWELS s 32' O.C. 2'-0' X 1'-0' CONC. FOOTING –� W/ 3 5'5 CONT. BOT. 3 SECTION SECTION SCALE 3/4" = I' -O" � SCALE: 3/4" = I' -O" M THICKEN SLAB 4-1 .1 12' C.M.U. FOUNDATION N� +4 DOWELS in 32' O.C. 2'-0' X 1'-0' CONC. FOOTING W/ 3 515 CONT. BOT. SECTION 50ALE: 5/4" = I' -O" ACCESS TO CRAWL SPACE FOUNDATION PLA 1/4' = I'-0' AREA WAY I t PET * AR195DO143 VAR W 11111111110 P E T E R S 4 N ARCHITECTURE 984 Logan Street Suite 10 Noblesville, IN 45060 USA t e 1. 3 1 7 7 7 0 8 7 1 4 f a x. 3 1 7 7 7 0 9 7 1 8 email atadio9peteraosareLiteetare.oam (j z J 73 o� Qz� �.. +-- >u OCL to LL <C 0 � U m STATE REVIEW 5ET OCTOBER 25, 2001 REVISIONS QREVISION DATE REVISION 2 DATE QREVISION 3 DATE REVISION 4 DATE DATEION Q PLOT DATE- NA DRAWN BY- R McGILL CHECKED BY- D PETERSON PROJECT NUMBER. 01-00w FOUNDATION PLAN F101 THESE DRAWINGS ARE GIVEN IN CONFIDENCE AND SHALL BE U5ED ONLY IN FUMANT TO THE AGREEMENT WITH PETERSON ARCHITECTURE, P.C. NO OTHER USE OR DUPLICATION MAY BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF PETERSON ARCHITECTURE, P.C. ALL OTHER COPYRIGHT AND COMMON LAW RIGHTS ARE HEREBY SPECIFICALLY RESERVED. i rJ 2 301 4' 3'-2' fo'-0' 4'-0' 6'-0' 4'-0' g,.8, 10'•m' 10`-0' 10'-8' 10'-8' 10'-8' (0'-8' 10'-8' a 3 C4 301 CLEAN EXAM OFFICE OFFICE OFFICE OFFICE ROOM EXAM EXAM tI8 116 115 114 113 112 Li 4'-6' V-2' 1, V-2' 2'-10' 4'-6' LH PASSAGE e CORRIDOR 111 9'-0' 3'-4' 3'-0' 10'-0' 10'-4' 5'-4' 9 4 '-4' 8'-4' 6'-4' '-4' 31-0' 101-8" ' IIIASit ill IL ,n Imo / CORRIDOR — — — — -� CIA STORAGE N 2'-3�' TOILET 1 X-RAY 06 LABORATORY 121 STERILEATION I 105 = 0 --� � 144 _ � _� 110 ' 125 CONSULTATION 2,•8, r v TOILET 122 109 '- STA cnv N IR e 10: 122 FIRE PLACE RECEPTION EK 2._ �'-04 5'-4' 6'-?' C102 3 r _ 108A 1088 CLOS 0T0 v IUD 71 11 ul N r' e �'8 FILE OFFICE 108 3' 4 WAITING 202 STORAGE a , 3 301 N TOILET BREAK GLASS 107 �0 108c ROOM S 5LOCK 123 v 4'-2' 2'-2' I'-10' 8'-4' 2'-0" 5'-10' 10'-4' cn LOBBY r e * 101 `t M 9 a rcT- 5 1 -'-;202 301 4 0 a 10'-0' 3'-4' 3'-8' 15'-8' 3'-8' 3'-4' 10'-0' 2'-8' 2'-8' 2'-8' 5'-0' 2'-8' 2'-0' 2 -0 2'-8' 5 -0 2 -8 2 -8 2 -8 10'-0' l'-0' 15'-8' l'-0' 10'-0' 8'-0' 5'4' 01 10 85'-0' --46 30 !FLOOR PLAN 1/4' = 1'-0' ��`�����•. s...... N0. * AR19500143 anit� aF i�,�i'''� '• .SMO IAM* � "',`" ``���� CHI Tt�G��,. P E T E R S 0 N ARCHITECTURE 984 Logan Street Suite 10 Noblesville, IN 48080 USA t e 1. 3 1 7 7 7 0 9 7 1 4 f a x. 31 7 7 7 0 97 1 8 email etai1o9petereomarchitectmre.eor (5 Z D J m W �a < Uc� a� Lu � J Q Faaaaaa Z W STATE REVIEW SET OCTOBER 2r7,2001 REVISIONS- A1REVISION DATE A2REVISION DATE REVISION 3 DATE REVISION 4 DATE REVISION 5 DATE PLOT DATE- NA DRAWN BY: R McGILL CHECKED BY- © PETERSON PROJECT NUMBER 01-0090 FLOOR PLAN A101 THESE DRAWINGS ARE GIVEN IN CONFIDENCE AND SHALL 5E U5ED ONLY IN PURSUANT TO THE AGREEMENT WITH PETERSON ARCHITECTURE, PL. NO OTHER U5E OR DUPLICATION MAT 5E MAX WITHOUT THE PRIOR WRITTEN CONSENT OF PETERSON ARCHITECTURE, PiC. ALL OTHER COPYRIGHT AND COMMON LAW RIGHTS ARE HEREBY SPECIFICALLY RESERVED. i IIIIIIIf//11! 0. �.� * AR195OO143 STALE r' P R T E R S U N ARCHITECTURE 984 Logan Street Suite 10 Noblesville, IN 46060 USA t e l. 3 1 7 7 7 0 9 7 1 4 fa x. 3 17 7 7 0 9 7 1 8 email otodlolpeterrenareiitectnre.com (3 z ins cel �a oc � ~U c�1 LU STATE REVIEW SET OCTOBER 25, 2001 REVISIONS: REVISION 1 DATE REVISION 2 DATE 3QREVISION DATE AREVISION DATE 5QREVISION DATE PLOT DATE- NA DRAWN BY: MGZ CHECKED BY- D PETERSON PROJECT NUMBER: 01-0090 ROOF FLAN E3ASEMENT FLAN A102 THESE pRAWINGS ARE GIVEN IN CONF(PENCE AND SHALL BE USED ONLY IN FURSUANT TO THE AGREEMENT WITH PETERSON ARCHITECTURE, PSC. NO OTHER USE OR DUPLICATION MAY DE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF PETERSON ARCHITECTURE, P.G ALL OTHER COPYRIGHT AND COMMON LAUD RIGHTS ARE HEREBY SPECIFICALLY RESERVEp. r J r,v REFLECTED CEILING PLAN SCALE: 1/4' ■ 1'-0' ````fit i 1111 l 1111���/ �'`�`� 0. * ' AR19500143 ME 01,lnilil0\` P E T E R S 4 N ARCHITECTURE 884 Logen Street Suite 10 Noble"Ble, ER 46060 USA t e 1. 3 1 7 7 7 0 9 7 1 4 f a x. 3 17 7 7 0 9 71 8 email otndlo#pateraonarehitectire.com (3 z aar� c{1 a� za LL 0 � U m STATE REVIEW SET OCT05ER 25, 2001 REVISIONS, REVISION 1 DATE REVISION 2 DATE REVISION 3 DATE A4REVISION DATE 5QREVISION DATE PLOT DATE= NA DRAWN BY- MCZ CHECKED BY- P PETERSON PROJECT NUMBER- 01-0090 REFLECTED CEILING PLAN A103 THESE DRAWINGS ARE GNEN IN CONFIDENCE AND SHALL BE USED ONLY IN FUR5UANT TO THE AGREEMENT WITH PETERSON ARCHITECTURE, P.C. NO OTHER USE OR DUPLICATION MAY OE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF PETERSON ARCHITECTURE, PiC. ALL OTHER COPYRIGHT AND COMMON LAW RIGHTS ARE HERE6Y SPECIFICALLY RESERVED. A i O W . oc� I'n 0 v Q IN d . r- 0 O r•—i h 0 . cs c� 0 0 0 0 0 t -#"T A 1fr/!- i I FRONT (SOUTH) ELEVATION 11 5CALE: 1/4" = i' -O" —I--- l-. r) I REAR (NORTH) ELEVATION 401 e<,ALE: 1/4" = 1'-0" 4�STE-,e'! - * AR19500143 * _ �p CHI I T�:�G��'��• P E T E R S 0 N ARCHITECTURE 984 Logan Street Suite 10 Noblesville, IN 48000 USA t e l 3 1 7 7 7 0 9 7 1 4 fax . 31 7 7 7 0 9 7 1 8 email eindIo9peiereoaarebitecinre.eam (5 z �j m � z cj LLLu Qw >_u F- 0 m STATE REVlr=W 5ET OCTOBER 25, 2001 REVISIONS; REVISION AATTEE A2REVISION DATE 3QREVISION DATE 4\ REVISION ATE REVISION 5 DATE PLOT DATE. NA DRAWN BY- MGZ CHECKED BY: p FSMF—ACN PROJECT NUMBER: 01-0090 ELEVATION5 A201 THESE DRAWING5 ARE GIVEN IN CONFIDENCE AND 5HALL BE USED ONLY IN PURSUANT TO THE AGREEMENT UTN PETER50N ARCHITECTURE, P.C. NO OTHER USE OR DUPLICATION MAY BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF PETER50N ARCHITECTURE, FC ALL OTHER COPYRIGHT AND COMMN LAU1 RIGHTS ARE HEREBY SPECIFICALLY RESERVED. I cNpd- -.5 IL pp TNIALL EL. 108'-0' INDIRECT LIG-IT FIXTURE . 6 BUILDING SECTION SCALE: 1/2" = P-0-- BASEMENT -O" 4 EAST ELEVATION xALE 1,e = 1_0 BASEMENT FLR r_ 1 nm t. 9 I SCALE: 1/2" = 1'-0" 3 WEST ELEVATION `x``` % utir►rr���� * AR19500143 sre1E aF P E T E R S 0 N ARCHITECTURE 884 Logan Street Suite 10 Noblesville, IN 46060 USA t e 1. 31 7 7 7 0 & 7 1 4 f a x. 3 1 7 7 7 0 8 7 1 8 emeil studioipetersonereLiteetare.eom (3 z i �j ss� \• i i Q n 111 —1 W 1L1 � Q 0 ctl F�IIILL-1 STATE REVIEW SET OCT05ER 25, 2001 REVISIONS* REVISION 1 DATE REVISION 2 DATE REVISION 3 DATE REVISION 4 DATE 5QREVISION DATE PLOT DATE: NA DRAWN BY. MCZ CHECKED BY: D PETERSON PROJECT NUMBER: 01-0090 ELEVATIONS l—A202 THESE DRAWINGS ARE GIVEN IN CONFIDENCE AND SHALL BE USED ONLY N PURSUANT TO THE AGREEMENT WITH PETERSON Af;r- 41TECTUIZE, PJC. NO OTHER USE OR DUPLICATION MAY BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF PETERSON Ai;rWITECTUI;;E, P.C. ALL OTHER COPYRIGHT AND COMMON LAW RIGHTS ARE HEREBY SPECIFICALLY RESERVED. 8 .y i r T%55 F 61 TRUSS D DIAGRAM. I' CONER TRJ55 S CORNER TRUSS DGRM 7 TRUSS G1 -G2 DGRM SCALE: 1/5" = I' -O" ;ORNER TRUSS E OF TRJ55 52 TRUSS B DIAGRAM 50ALE: 1/5" = I`0" - a- -- . .. END JACK A 9 2'-0' O.C. • V-- 4- END JACK DGRM 50ALE: 1/5" = 1'-0" 1 2 TRUSS E DIAGRAM 50ALE: 1/5" = I' -O" TRUSS LATOUT PLAN 1/4' = 1'-0' BRC:. TRUSS C DIAGRAM 3 5cc, ALE: I/5" = I' -O" — LINE OF TRU55 a� BRG. 5RG , 113'-0' 111'-l' 100 5 TRUSS F DIAGRAM 50ALE: 1/5" = P -O" `���Itllllllllll�/! o: _ * AR19500143 srnl� aF '' III, T C t` l/11H111i,jV`` P E T E R S 0 N ARCHITECTURE 984 Logen Stmt Suite 10 Noblesville, IN 48080 USA t e l 3 1 7 7 7 0 9 7 1 4 fa x. 3 17 7 7 0 9 7 18 email a lid iolpetore onarchitectare.eom STATE REVIEW SET OCTOBER 25, 2001 REVISIONS REVISION 1 DATE REVISION 2 DATE QREVISION 3 DATE REVISION 4 DATE QREVISION 5 DATE PLOT DATE- NA DRAWN BY- MCZ CHECKED BY- D PETER50N PROJECT NUMBER: 01-00`.]0 TRU55 LAYOUT PLAN A203 THE5E DRAWINGS ARE GIVEN IN CONFIDENCE ANP SHALL BE USED ONLY IN PURSUANT TO THE AGREEMENT WITH PETERSON ARCHITECTURE, P.C. NO OTHER U5E OR DUPLICATION MAY BE MADE WITHOUT THE PRIOR WRITTEN C40N5ENT OF PETERSON ARCHITECTURE, PSC. ALL OTHER COPYRIGHT AND COMMON LAW RIGHTS ARE HEREBY 5PECIFICALLY RESERVED, If I Z D J cn � w mm O U °01 z o Lu Lu O= U J 0 H � Z W D STATE REVIEW SET OCTOBER 25, 2001 REVISIONS REVISION 1 DATE REVISION 2 DATE QREVISION 3 DATE REVISION 4 DATE QREVISION 5 DATE PLOT DATE- NA DRAWN BY- MCZ CHECKED BY- D PETER50N PROJECT NUMBER: 01-00`.]0 TRU55 LAYOUT PLAN A203 THE5E DRAWINGS ARE GIVEN IN CONFIDENCE ANP SHALL BE USED ONLY IN PURSUANT TO THE AGREEMENT WITH PETERSON ARCHITECTURE, P.C. NO OTHER U5E OR DUPLICATION MAY BE MADE WITHOUT THE PRIOR WRITTEN C40N5ENT OF PETERSON ARCHITECTURE, PSC. ALL OTHER COPYRIGHT AND COMMON LAW RIGHTS ARE HEREBY 5PECIFICALLY RESERVED, If I WOOD TRUSSES a 24' O.C. 12' BATT INSULATION 12 5/8' GYP. BD. LAY -IN CEILING AS SGHED. _J t.: 6 MILL VAPOR BARRIER 2x6 WOOD STUDS is I6' O.C. V BATT INSULATION 5/8' SHEATHING AIR SPACE 4' FACE BRICK W/ DRY CAST STONE TRIM (FRONT ELEV ONLYIJ BASE AND FLOORING AS SCHED 14' TJI FLOOR JOISTS *12' O.C. ON STEEL JOIST HANGERS W/3/4' PLYWOOD SUBFLOOR ASPHALT SHINGLES 150 FELT UNDERLAYMENT f-- 3/4' SHEATHING METAL ROOF EDGE METAL GUTTER STRAP s 24' O.C. PREFINISHED METAL GUTTER VINYL FASCIA WITH PERFORATED SOFFIT WOOD BLOCKING SEALANT 11' r- 4' BRICK VM TIES 916' OL. THRU WALL FL,4 W/ WEEPS 6 I6' GRADE ,F W/ R -IS BATT INSULATION 6' GRAVEL UNDER 6 MILL VAPOR BARRIER 4' PERIMETER DRAIN 0 A MASONRY AND CONC. FOUNDATIONS REFER TO STRUCT. OR1.1,65. 3 WALL SECTION xALE 3,4 _ 1.0 TRI.ISS BRC. ELEV. IIP -1' _FIN. FLOOR ELEV. 100 -0 - METAL GUTI ATRUSS BRC. ELEV. 111'-71' WOOD TRUSSES FIN. FLOOR_ ELEv. 100'-0' 2 WALL SECTION KALE: 3/4" = P -Oil WOOD TRUSSE5 24' O.G. f— 12' BATT INSULATION ALUMINUM WINDOW PLASTIC LAMINATE SILL ALL CONSTRUCTION: 5/8' GYP. 5D. — (o MILL VAPOR BARRIER 2x6 WOOD STUDS m 16' O.C. 6' BATT INSULATION 5/8' PLYWOOD SHEATH AIR SPACE 4' FACE BRICK W/ DRY CAST STONE BASE (FRONT ELEV ONLY BASE AND FLOORING AS SCHED 14' TJI FLOOR JOISTS 612' O.C. W/3/4' PLYWOOD SUBFLOOR 8' CONC. BASEMENT WALL 2x4 WOOD STUDS a A6' O.C. FOR TJI BEARING AND INSULATION 5/8' GYP. BD. ASPHALT SHINGLES 150 FELT UNDERLAYMENT 3/4' SHEATHNG METAL ROOF EDGE METAL GUTTER STRAP /— 6 24' O.C. 4' PERIMETER DRAIN 1 WALL SECTION SCALE. 3/4" = i' TRUSS RRCs. ELEV. Ill' -1' ELEV. 110-8' `���Iilltllll//���' 12,�, t PETS; .� o:No.'ay * ' AR19500143 : * _' STAT W �i ''..!INDIAN .. ''Q0H'9; I T.t"jx `\\'. "IM 1 1100 P E T E R S 0 N ARCHITECTURE 984 Logan Street Suite 10 Noblesville, IN 48060 USA t e l 3 1 7 7 7 0 9 7 1 4 f a x 31 7 7 7 0 9 7 1 8 email studioipeteroonarchitecture.cam 5TATE REVIEW 5ET OCT05ER 25, 2001 REVISIONS: ZL TE REVISION QRREAVISION REVISION 3 DATE REVISION 4 DATE REVISION 5 DATE PLOT DATE: NA DRAWN BY: MCZ CHECKED BY- D PETERSON PROJECT NUMBER: 01-0090 WALL SECT ION5 A301 THESE DRAWINGS ARE GIVEN IN CONFIDENCE AND SHALL BE USED ONLY IN PURSUANT TO THE AGREEMENT WITH PETERSON ARCHITECTURE, P.G. NO OTHER USE OR DUPLICATION MAY BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF PETERSON ARCHITECTURE, P.G. ALL OTHER COPYRIGHT AND COMMON LAW RIGHTS ARE HEREBY SPECIFICALLY RESERVED. S i n... - 1 —1. li 6 WALL SECTION E, METAL GUT' TRU55 BR3. ELEv. 5 T FIN. FLOOR ELEv. 100'-0' WOOD TRUSSES 5 WALL SECTION xALE 3,4 _ 1_0 *W000 TRUSSES /_ 12' i3ATT INS LATJON ALUMINUM WINDOW WALL C4N6TRUCTION: 5/8' GYP. B0. — (p MILL VAPOR BARRIER 2x6 WOOD STUDS ! I6' OjC. V BATT INSULATION 5/8' SHEATHING AIR SPACE 4' FACE BRICK W/ DRY CAST STONE TRIM (FRONT ELEV ONLYIJ BASE AND FLOORING AS SC -PED 14' TJI FLOOR JOI5T5 1912' O.G. ON STEEL JOIST HANGERS W/3/4' PLYWOOD SUBFLOOR R45 BATT INSULATION 6' GRAVEL UNDER 6 MILL VAPOR BARRIER LTJ MASONRY AND CONC. FOUNDATIONS REFER TO STRUCT. DRUGS. ASPHALT SNINGLEg 15' FELT UNDERLAYMENT 3/4' SHEATHING METAL ROOF EDGE METAL GUTTER STRAP �+ 24' O.C. TRUSS BRC. ELEv. 111'-i' WALL SECTION �r H SOFFIT ELEV. 110'-8' F'REFINISHED METAL GUTTER 1/1' SHEATHING WRAPED IN METAL FASCIA AND SOFFIT WOOD BLOCKING SEALANT GRADE ELEV. 100 0 111►►►►��z \`t * AR19500143 SMIE W 4 H I T tG�`�``. I111111110% P E T E R S Q N ARCHITECTURE 984 Logan Street Suite 10 Noblesville, IN 48080 USA t el 3 1 7 7 7 0 9 7 14 l a x. 3 1 7 7 7 0 9 7 1 8 email Itadio#peterooaarehitectare.cam (5 z so=j ctl Z3 Z Q �n W LL 0 m LjLj~U STATE REVIEW SET OCT05ER 25, 2001 REVISIONS= REVISION DATE A2REVISION DATE QDATE REVISION 4 DATE REVISION 5 DATE PLOT DATE: NA DRAWN BY: CHECKED BY- D PETERSON PROJECT NUMBER., 01-0090 WALL SECTIONS A302 THESE DRAWINGS ARE GIVEN IN CONFIDENCE AND SHALL SE USED ONLY IN PURSUANT TO THE AGREEMENT WITH PETERSON ARCHITECTURE, PC. NO OTHER USE OR DUPLICATION MAY BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF PETERSON ARCHITECTURE, P.C. ALL OTHER COPYRIGHT AND COMMON LAW RIGHTS ARE HEREBY SPECIFICALLY RESERVED. A i 4' FACE BRICK SEE ELEVATIONS FOR COURSING THROUGH WALL FLASHING STEEL "LE LINTEL SEALANT W1 BACKER ROD H_n HEAD DETAIL 50ALE: 3" 1 -0 b, WOOD STUDS 5/8, GYP. 50. AS SCHED. 41-41 41-41 2 Ea SPCS. = V-0, �e le RAME "HED. F4 4 Ea SPC5. = 10'-0' F8 DOUBLE J-4 JAMB DETAIL SCALE: 5" 1'-0" 4' FACE I C>oj5L;; BACKER ROD JAMB DETAIL J-3 50ALE. 5" I' -V JAMB DETAIL J-2 SCALE: 5 1'-0 AS SCHED. F3 AS SC -WED. F7 TEMPERED GLASS AS SCHED, AU METAL FRAME W1 DIRCED Hw-sr: POINTS ALL SIDES Y,' GLASS A AS SCHED. FOR RESTROOM LW, SEE CEILM PLM - 5/8, GYP. BE). ME WHITE, WALL I -W AMERICAN STD. ADA APPROVED SNK WITH POLISHED CHR0ME ADA APPROVED SW3LE HOLLOW METAL LEVER FAUCET, OR !7EQUAL. FRAMEW/73v:4 2x4 WOOD STUDS - REINFORCED HINGE WRAP PIPES WITH APPROVED POINTS NSULATION MATERIAL VINYL COVE BASE 0 7, PANTED GTR 50. DOUBLE STUDS AT JAMS J DOOR AS SCI -F -D. JAMB ANCHOR (3 PER JAMB) NOTEI H-1 HEAD DETAIL 16 SIMLAR SEALED COC FLOOR JAMB DETAIL IF NO FINISH SIM SCALE: 5" = 1'-0" F2 AS 5CWED. rot 36' MAX. D2 F1 SURFACE MOINTED TOILET PAPER 015IONSER, HANDICAP APPROVED. BY OMER VNYL COVE BASE —M ROOM FINISH SCHEDULE .0-18 1:13N OV id 80 id BE) id BE) Id BE) aJIAI IANIA 2J3N IdO 30N3U3JNOO 9z I — A X-8 2j3n 0V ld go id go Id go Ld 90 U -: q IANIA U:VIdO voo�:NV- 38E] 9Z, X -R UZIN 0V 80 id BO ---------- - Id - BE) id 89 213W213WIANIA U:JVq IdO W0021 0NI1IVAA # tzl, 110-.9 UJI/Y OV id 80 Id 130 id BO Id BE) M=lVq IANIA UJI/q IdO 301330 En .0-.9 U=Ivq ov id go Id 80 id 99 Id SO UzlVq IANIA UJIN 10A 13-1101 ZZI. 110-19 2I3vy 0V Id BE) Id so id BE) id go UAN IANIA U=IVY idO 3E)V2601S 11019 UJIN 0V Id go Id BE) id BE) Id 89 UJV4 IANIA N:IVY IdO VVVX3 On X -R iI:Ivj 0V id BE) Id BE) id BE) Id 130 aJVY IANIA UJIN IdO NVX3 UJIN 0V Id 00 Id 80 Id 80 Id BE) 83VY IANIA 1:13VY idO INOOU NV3-10 Ioll, .0-.8 ajvq 3V id BE) Id E30 Id 80 Id BE) NJN IANIA HAA IdO 2J04I21�100 ZII, .10-19 213vq 0V Id 89 Id BE) Id BO Id Go NJVY IANIA UJI/Y IdO INVX3 I 91,l, ,O -.R 213W ov E) Id Bso Id BE) id go 213WY IANIA ?JAWIdO VYVX3 -get M ..0-.9 UJA 0V Id go id GO Id go id BE) U=1114 IANIA 213N IdO NVX3 trLL I I IANIA UzlVq IdO X-.9 �IJN 0V Id 80 id Go id BE) id 80 213WINVX3 1CLI, X-.9 UJI/y 0V Id BE) Id 80 Id BE) id go UJVY IANIA UJI/Y IdO VJVX3 X-.9 U=Ivy 0V 11 id 90 id So id &D id 80 UJI/Y IANIA UJIN idO 3!DVSSVd I LLL "0-.9 UjIly 0V Id BE) id go id BE) Id BE) ujwTilix -U:Jvq idO 1k1:I01VuO9V1 OLI, S(1-IOH 100=1 dIIS-NON ..0-.8 21=111Y OV id BE) Id 89 Id BE) Id go UJVY IANIA ZdJVY iOA SHIVIS I 60L 0-�9 UJV4 ov Id Go id BE) id Go Id 80 MJV4 IANIA UJIN IdO 301:1:10 V 801 f- X-.8 i•IJA 0V Id 99 Id go Id so Id 80 MJVY IANIA MzIN IdO 13SOIO 804 - ----------- ----------- - ..0-,9 U:4vy 0V -- id S 0 Id BE) Id Go Id BE) U:IVY IANIA UJIN iOA 13110-L L01 X-.9 U=IIN ov Id 89 Id BE) Id 80 Id 110 113111 11ANIA 113VY IdO Nocll�woo 901 1.0-.9 �13N ov id So id E30 Id BE) Id BE) 2:I3vq IANIA UJW ld0 AvZj x 901, X-.9 �1=11N ov Id so Id 80 id e0 Id GO U:JW IANIA UJIN -LOA 131101 to X-.9 UJI/y 0V Id So Id 130 Id w BE) Id 80 &JI/Y IANIA UAVY idO 30Vz101S 311=1 .O -.R i=Izlvq 0V id BE) Id 80 id BE) id 89 HAVY IANIA N;JN IdO NOI.LcI903Z1 I zol. I ,0-,9 Mjvy ov Id BE) Id go Id BE) Id BE)I:I:IVY IANIA UAVY idO AGQOI wl, 8JIN E39 ov Id 89 Id BO id 80 Id U:IV4 IANIA UAN 10 ilnk SN2IVIAIEI21 il-10131-1 NIJ -.LVW NIJ -UVVY, NlJ -LLVW NIJ -lJ.VN NIJ I&VIAI NIA -uVIN Nl=I I.IVVY 31NVN ON ONI-1130 ISAAA iSV3 Hinos HINON 3SV8 8001=1 SIIVAA DOOR SCHEDULE 24'x 3b'MII;ROR WITH — POL1514ED METAL FRAME SUOOCI 30NV2LNEI NIVIN I, H tr-r 1V 9j IV Ca -3/S I,x-1C--9x-,0-,C-�IIVd V1001, BY 0MR, S>12IVVY3U 130VI 13S IlViDO IlViEICI llvi3cl -ILVIAI 3dk1 SS'uflO I.1VW 3dkL 3ZIS 'ON -GRAB 5AR5, PROVIDE BACKM �IAMIH ills evyvr OV21-1 N WALL FOR ATTAGMT. 31AIVaA 2J000 —Z z HARDWARE SETS 1,-H i, -r WH 93 . ..... .. OAA —1-- 1,0 1.,.----.-----------,-- "IF/C I`xf.0-1Lx110-.0 w 9ZL HINGES I ]a FIR. -Z LOCKSET OFFICE FUNCTION L -H 1,-r! NH BY C(INER, Izl 2. PASSAGE CIAA La APPROVED SW WIN POLISHED HINGES 1 1/2 FIR CHROME ADA APPROVED SW LOCKSET PA55AGE FUNCTION I, -H I,-rl V\lH 1;=1 WRAP MKS UM APPROVED CIM V1 I,X..0-,LxX-X Im VINTL COVE BASE -9 -H WH �J OAA La --WS I,x.,0-,1,3,.0-. LzL -Z ---- -------- I, -H L -r VqH --WC l,)(,,0-.Lx,,0-AC 10a I,=I OAA IC -Z I, -H 1,-rWH1.=1 CAA 1,0 .07 vx I,x" 'i - VH I. -r WH I,zl OAA V] Ix.,0-4LxX-X 1911, z -9 Z -H Z -r NH Cj NH 1,0 A,/z 1,X.0 -v.0 -x BILI,[ VqH Ld CIAA I.C] -Z L -H I, -r "wc I`x.10-1LX110-iS -9 Z -H z -r Jr/c I,X.10-.Li., NH CZ1 WH KI HOOC 13>100d. -9 L 1,-H 1,-fWHI.=1 NH .1,J OAA 1,0 .-WE I,x-.0-.Lx,,0-.£ Wc Lx.0-,Lxi10-jS IOLL 1601, OAA 1,D - 9 I, -H WH ZZI (3AA 8 .1v/£ Lx.0-,Lx.,0-,C 0;801, 1,-H1,-rWH Z=I 0AA V3 ------- -9T AF/S 1 901, C l, -H 1,-r VYH 1,0 .-WC I,x-,0-,Lx..0-X V 90L t, I, -H I, -r INH Ij GAA V] "We I, 1,-H I, -r V\IH 1,=1 GAA L4 XC Lx,,0-.Lx,,0-X 1501, VH 1,-r V\IH 1,=1 CAA 1.0 mir/C Lxt,X-sLX.0-X i701, -Z L -H 1,7r NH L=l CIAA LC] XE 1,x--,,0-,Lx,,0-.0 col, - Z I, -H I, -r — WH ------ ----- 1,=1 .1`17/1, OAA ZD 1,XX-OLXX-X 1,01, MJ000 3-inel-LSEIA 30ISNI 1? -H tr-r IV 9ZI Jr/l, IV C0 --WE LxX7,8x--0-X-HIVd BOOL 24'x 3b'MII;ROR WITH — POL1514ED METAL FRAME SUOOCI 30NV2LNEI NIVIN I, H tr-r 1V 9j IV Ca -3/S I,x-1C--9x-,0-,C-�IIVd V1001, BY 0MR, S>12IVVY3U 130VI 13S IlViDO IlViEICI llvi3cl -ILVIAI 3dk1 SS'uflO I.1VW 3dkL 3ZIS 'ON -GRAB 5AR5, PROVIDE BACKM �IAMIH ills evyvr OV21-1 N WALL FOR ATTAGMT. 31AIVaA 2J000 HINGES 1 1/2 FR. LOCKSET OFFICE FUNCTION STOP I 4. TOILET ROOM HINGES 1 1/2 FR, LOCKSET PRIVACY FUNCTION STOP 1 5. CLOSET I- POCKET DOOR PER MFP-5F`ECIFIC,4TIONS LOCKSET STOREROOM FUNCTION HINGES 3 FR- LATCPSET STORE ROOM FUNCTION FLUSH50LT 1 8. EXTERIOR 5TOF 1 H INGE5 1 1/2 pR. LOCKSET SECURITY FUNCTION 6. STOREROOM STOP I HINGES 1 1/2 FR, WEATHER 5TRIF1=IW-s I LATCPSET STORE ROOM FUNCTION 5WEEtz I STOP I CLOSER A L 0. AR19500143 r. '.. sm of ;0p ...... r % 'j CH T I t %\ P E T E R S 0 N ARCHITECTURE 984 lagan Street Suite 10 Noblesville, IN 46060 USA t e 1 3 1 7 7 7 0 9 7 1 4 f a x 3 1 7 7 7 0 9 7 1 8 email I o4pe te roo as reb 1 te cture. can z HARDWARE SETS E I? 1'-6' 11'45 WHITE, TAW TYPE AMERICAN STANDARD ADA APPROVED WATER CLOSET OR EQUAL w 1. ALUM ENTRANCE HINGES I ]a FIR. LOCKSET OFFICE FUNCTION SURFACE MOINTED PAPER TOM STOP 1 DISP9`45ER, H"ICAP APPROVED BY C(INER, 2. PASSAGE WHITE, WALL IANG AFRICAN STD. ADA APPROVED SW WIN POLISHED HINGES 1 1/2 FIR CHROME ADA APPROVED SW LOCKSET PA55AGE FUNCTION LEVER FAUX, OR EQUAL STOP I WRAP MKS UM APPROVED INSULATION MATERIAL 3. OFFICE VINTL COVE BASE HINGES 1 1/2 FR. LOCKSET OFFICE FUNCTION STOP I 4. TOILET ROOM HINGES 1 1/2 FR, LOCKSET PRIVACY FUNCTION STOP 1 5. CLOSET I- POCKET DOOR PER MFP-5F`ECIFIC,4TIONS LOCKSET STOREROOM FUNCTION HINGES 3 FR- LATCPSET STORE ROOM FUNCTION FLUSH50LT 1 8. EXTERIOR 5TOF 1 H INGE5 1 1/2 pR. LOCKSET SECURITY FUNCTION 6. STOREROOM STOP I HINGES 1 1/2 FR, WEATHER 5TRIF1=IW-s I LATCPSET STORE ROOM FUNCTION 5WEEtz I STOP I CLOSER A L 0. AR19500143 r. '.. sm of ;0p ...... r % 'j CH T I t %\ P E T E R S 0 N ARCHITECTURE 984 lagan Street Suite 10 Noblesville, IN 46060 USA t e 1 3 1 7 7 7 0 9 7 1 4 f a x 3 1 7 7 7 0 9 7 1 8 email I o4pe te roo as reb 1 te cture. can STATE REVIEW 5ET OCTOBER 25, 2001 REVISIONS: DATE REVISION 2AREVISION DATE REVISION 3 DATE REVISION 4 DATE REVISION 5 DATE PLOT DATE: NA DRAWN BY: R McGILL CHECKED BY: OPETEIRSON PROJECT NUMBER 01-009@, ROOM 4 DOOR 5CHEIDULE5 A401 I THESE DRAWINGS A� GIVEN IN CONFIDENCE AND SHALL 5E USED ONLY IN PURSUANT TO THE A&RE5NENT WITH PET5RWN ARCHITECTURE, PjC. NO OTHER USE OR DUPLICATION MAY BE MADE WITFIOUT THE PRIOR WRITTEN CONSENT OF ALL OTHER COPYRIGHT AND COMMON LAW RIGHTS ARE HEREBY SPECIFICALLY RESERVED. z w ;T) "Z3 1-u w I'D 0 STATE REVIEW 5ET OCTOBER 25, 2001 REVISIONS: DATE REVISION 2AREVISION DATE REVISION 3 DATE REVISION 4 DATE REVISION 5 DATE PLOT DATE: NA DRAWN BY: R McGILL CHECKED BY: OPETEIRSON PROJECT NUMBER 01-009@, ROOM 4 DOOR 5CHEIDULE5 A401 I THESE DRAWINGS A� GIVEN IN CONFIDENCE AND SHALL 5E USED ONLY IN PURSUANT TO THE A&RE5NENT WITH PET5RWN ARCHITECTURE, PjC. NO OTHER USE OR DUPLICATION MAY BE MADE WITFIOUT THE PRIOR WRITTEN CONSENT OF ALL OTHER COPYRIGHT AND COMMON LAW RIGHTS ARE HEREBY SPECIFICALLY RESERVED. /IT I MECHANICAL CEILING PLAN [WALE: 1/6' -- V-0, I I I I I I I I I I I I I i I— —1 I � I i i I MECHANICAL BSMT. PLAN SCALE: 1/8'-- P-0' p�STtgE40 * •' AR19500143 VA>E of ///r/111111111��� P E T E R S 0 N ARCHITECTURE 964 Logan Street Suite 10 Noble"We, IN 46080 USA t e 1. 3 1 7 7 7 0 9 7 1 4 f a x. 3 1 7 7 7 0 9 7 1 8 email otudIofpeterm oaarchiteeture.con; (3 z m•t• ctl Z3z a� Qa LU w -` z STATE REVIEW SET OCT05ER 25, 2001 REVISIONS: REVISION 1 DATE REVISION 2 DATE REVISION 3 DATE REVISION 4 DATE REVISION 5 DATE PLOT DATE: NA DRAWN BY- R Mc6ILL CHECKED BY- D PETER -50N PROJECT NUMBER, 01-0090 CONCEPTUAL FLOOR PLAN M1 01 THESE DRAWINGS ARE GIvEN IN CONFIDENCE AND SHALL BE USED ONLY IN FURWANT TO THE AGREEMENT WITH PETERSON ARCHITECTURE, P.C. NO OTHER USE OR DUPLICATION MAY BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF PETERSON ARCHITECTURE, P -C. ALL OTHER COPYRIGHT AND COMMON LAW RIGHTS ARE HEREBY SPECIFICALLY RESERVED. f r LIGHTING 1/41 z 11-01 PLAN - ELECTRICAL ``��1t1111I1Uri��i ,•`�`` a ` FTE''''% ,off. No. .y _ * AR19500143 sn►>E aF it P E T E R S 4 N ARCHITECTURE 984 Logan Street Suite 10 Noblesville, 1N 46060 USA t e l. 3 1 7 7 7 0 9 7 1 4 f a x. 3 17 7 7 0 97 1 8 emlil #tndiospetermonarekiteeture.com STATE REVIEW SET OCTOBER 25, 2001 REVISIONS: REVISION 1 DATE Q2 REVISION DATE REVISION 3 DATE REVISION 4 DATE QREVISION 5 DATE PLOT DATE: NA DRAWN BY: CHECKED BY: D PETERSON PROJECT NUMBER: 01-0090 LIGPTINC; FLAN FLOOR PLAN El 01 THESE PRAWIN 15 ARE GIVEN IN CONFIDENCE ANC) SHALL 5E USED ONLY IN PURSUANT TO THE AGREEMENT WITH PETERrWN ARCWITECTWRE, PJC - No OTHER U5E OR DUPLICATION MAY BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF PETERSON ARCHITECTURE, P.C. ALL OTHER COPYRIGHT AND COMMON LAW RIGHTS ARE HEREBY SPECIFICALLY RESERVED.- - 9 I z �j Q <a ,u LILI oLLI � LLi- �' < ~U 0 m z LLJ STATE REVIEW SET OCTOBER 25, 2001 REVISIONS: REVISION 1 DATE Q2 REVISION DATE REVISION 3 DATE REVISION 4 DATE QREVISION 5 DATE PLOT DATE: NA DRAWN BY: CHECKED BY: D PETERSON PROJECT NUMBER: 01-0090 LIGPTINC; FLAN FLOOR PLAN El 01 THESE PRAWIN 15 ARE GIVEN IN CONFIDENCE ANC) SHALL 5E USED ONLY IN PURSUANT TO THE AGREEMENT WITH PETERrWN ARCWITECTWRE, PJC - No OTHER U5E OR DUPLICATION MAY BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF PETERSON ARCHITECTURE, P.C. ALL OTHER COPYRIGHT AND COMMON LAW RIGHTS ARE HEREBY SPECIFICALLY RESERVED.- - 9 Lh POWER PLAN- ELECTRICAL 1/4' - V-0- 4- #3 AND I %G, 2'C Il."V 1 1 IIV/"'t►L� 1 11VL.1 1 VI/'��ll 1/"t1Y1 110 5GALE ELECTRICAL SPECIFATIONS On the day of dental equipment installation the electrician mUst be ON THE JOB to make final connections where necessary. Circuit breaker panel for the suite to be located in suite and conviently accessible. All electrical lines to be concealed. Fluorescent ceiling fixtures in suite to meet Edison requirement lighting ratios. D.U. DENTAL UNIT - Separate circuit, 115 Volts (20 Amps, per Treatment Area). Install rigid or flex conduit with connector or quad outlet, as required. See the following templates and specification sheets for details: Adec 5580.42 Treatment Console; Adec 5531 Side Consoles; Adec 5543.TB Central Console; Adec Contoured Utility Center: Adec & Dentalez Standard Utility Centers. FC FOOT CONTROL CONDUIT - Supply 1-1/2" conduit from Dental Unit (D.U.) location to Foot Control (F.C.) location. Terminate Foot Control End with clean, flush -to -floor finish, AP AUTOCLAVE RECEPTACLE - Separate circuit 115 Volt, 20 Amps. AD AIR DRYER - 115 Volts, 10 Amps on some switch as compressor. NEVER RUN 230 VOLTS TO DRYER. AIR COMPRESSOR - Separate circuit, 230 Volts, 30 Amps, single phase, C 3 #12 wires. Install 24" above floor. Final connection by electrician. NOTE: If 208 volt, or lower, electrician to supply and install a boost transformer. See Matrix Triple Head Compressor specifications. WATER SOLONOID - Supplied by doctor, wired by electrician. See master switch specifications. 24 Volt Contactor supplied with Water Solonoid. FLUORESCENT CEILING LIGHT - As specified. Existing fluorescent ceiling light shown in dashed -type lines. Ratio 10:1 Dental Light & Fluorescent. CEILING LIGHT OUTLET - As specified. WALL SWITCH - To control ceiling lights, wall receptacles, etc. CHIME - Install tripper on entry door to actuate chime when door is opened. Supplied and installed by electrician. ® EXHAUST FAN - Install concealed wire to wall switch. Supplied and installed by electrician. FM F.M. RECEIVER RECEPTACLE - Install antenna if necessary. 72" above floor. DL DENTAL OPERATING LIGHT, CEILING OUTLET - 115 Volts, 3 Amps, where designated, run rigid or flex conduit with connector. Electrician to switch off with overhead general ceiling lighting. See carpenter's specs for backing instructions. Position of outlet will be spotted by Patterson Dental representative. See Adec, Belmont & Pelton & Crane specs, SU SUCTION UNIT RECEPTACLE - Separate circuit, 208-230 Volts, 15 Amps, single phase, 3 #10 wires. Install 24" above floor. If lower than 208 Volts is provided, electrician is to supply a boost transformer. See Ram Vac Combo 3 or Bison Combo 3 Vacuum System specifications. MASTER AIR/VACUUM/WATER SWITCHES - Install on and off switches 60" above floor, with pilot lights, to control power to air compressor, suction unit (and master water solonoid, where required). Doctor to supply and electrician to ins low voltage contactors to control 230 Volt equipment. D-�— TELE_P+f0 OUTLET - Verify height and locations with doctor. PRC X-RAY CONTROL PANEL POWER WIRES - Separate circuit 115 Volts, 20 Amps, concealed installation. Leave 2 feet slack wire for hook-up into control. Must have "earth ground". See Belmont 071A and 096 x-ray specifications and Planmecca Proline x-ray specifications. XRri X-RAY HEAD INTERCONNECTING WIRES TO CONTROL PANEL - Rur, 7 #12 color coded, stranded wire from each x-ray head Junction box to the x-ray control panel. Height of x-ray head junction box, as specified on template spotted by Patterson Dental representative. Provide two feet of slack wire on each end. DO NOT CONNECT TO POWER SOURCE. Electrician to supply blank plates for each junction box. See Belmont x-ray head specifications. l- X-RAY REMOTE EXPOSURE STATION - Run 3 #18 low voltage wires from each remote exposure button to x-ray control. Electrician to provide switch box and blank plate 60" above floor. Leave 2 feet of slack wire. DO NOT CONNECT TO POWER SOURCE. Exposure button is supplied by doctor. See Planmecca remote button specifications. XT X-RAY REMOTE EXPOSURE TIMER - Run Planmecca wiring harness cable from each remote exposure station to x-ray control. Electrician to provide switch box and blank plate 60" above floor. Leave 2' slack. EF 12" X-RAY CONTROL RECEPTACLE - Separate circuit, 230 Volts, 20 Amps receptacle. Receptacle must hove "earth ground" and be located EF 12" above floor at location designated. See Sordex panoramic specs. :0: DUPLEX WALL RECEPTACLE - install with ground pin. Height as designated. QUAD WALL RECEPTACLE - Install with ground pin. Height as designated. N20 NITROUS OXIDE & OXYGEN INTERCONNECTING WIRES TO SENTINEL - Run 02 wiring harness, provided by doctor. from tank room manifold, at 60" high, to control panel sentinel. Provide 115 Volt receptacle, at sentinel, to power low voltage system. Supplied by doctor, installed by electrician. See Porter & Combiare specifications. I DOOR BELL SYSTEM - From back door, loop bell wire to door bell chime. Door Chime and transformer supplied and installed by electrician. Front Door for single tone and Rear Door for dual tone. REFRIGERATOR RECEPTACLE - Height as designated Cx COMPUTER ROUGH -IN - Electrician to supply and install conduit and switch boxes with covers at computer rough -in locations. Computer wiring installed by others. AL SECURITY SYSTEM - Elecricion to supply and install Conduit & Power, as required by security sytem supplier. Security supplier to install security system wiring. r -Q 1 � INTRA -ORAL CAMERA VIDEO SYSTEM -Doctor to supply and electrician to install video wiring harness. S -video harness to interconnect between TV Monitor L WP location (72" A.F.F) Wall Plate location at location designated on plan. ENTERTAINMENT/EDUCATIONAL INTERACTIVE VIDEO OPTION - Doctor to supply and electrician to install additional coaxial cable. Coaxial Cable to interconnect U between TV Monitor location and RF Modulator station. System to share command functions between Remote Infrared Wall Plate to controller for optional RFI"1 Video Cassette Recorder or C.D. interactive Player with low voltage twisted pair wiring harness. Share quad outlets at each location. NOTE: Video cables CDI avoid near proximity to fluorescent lighting fixture interference or other radio VCR interferences. SM SECURITY CAMERA SYSTEM - Doctor to supply and electrician to install (- security video wiring harnesses. Harness to interconnect surveylance camera 1 at reception room to monitors at front desk and downstairs monitors. L SC P E T E R S 0 N ARCHITECTURE 984 Logan Street Suite 10 Noblesville. 1N 46060 USA t e l. 3 1 7 7 7 0 9 7 1 4 fa x. 3 1 7 7 7 0 9 71 8 eneil stndiofpeterxonikrcbitecture.c:n (5 Z J cn � w M LJL �w o LL I— �a CO O=ti) U J � QCC � Z W D STATE REVIEW SET OCTOBER 25, 2001 REVISIONS; REVISION 1 DATE A2REVISION DATE Q DATE REVISION 4 DATE REVISION 5 DATE PLOT DATE: NA DRAWN BY - CHECKED BY-- D PETERSON PROJECT NUMBER., 01-0090 CONCEPTUAL FLOOR PLAN E102 THESE DRAWINGS ARE GIVEN IN CONFIDENCE AND 5HALL BE USED ONLY IN PURSUANT TC THE AGREEMENT WITH PETERSON ARCHITECTURE, P.C. NO OTHER USE OR DUPLICATION MAY BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF PETERSON ARCHITECTURE, P.C. ALL OTHER COPYRIGHT AND COMMON LAW RIGHTS ARE HEREBY SPECIFICALLY RESERVED. 0 M 0 M NSE°•.•�Jo' _ * AR1950Q143 srn>E or H I T /11111111111►>> E T E R S Q N ARCHITECTURE Logan Stmt Suite 10 Noblesville, IN 48080 USA t. e l. 3 1 7 7 7 0 9 7 1 4 f a x. 3 1 7 7 7 0 9 7 18 11 atvdlofpeterm anareiItectare.tam STATE REVIEW SET OCT05ER 25, 2001 REVISIONS: Qp TSION A2REVISION DATE REVISION 3 DATE REVISION 4 DATE REVISION 5 DATE PLOT DATE: NA DRAWN BY - CHECKED BY.- 0 PETERSON PROJECT NUMBER: 01 -cow FLUM51NG PLAN AND D)ETAf L 5 P101 THESE DRAWINGS ARE GIVEN IN CONFIDENCE AND SHALL BE USED ONLY IN PUR5UANT TO THE AGREEMENT WITH PETERSON ARCNITECTURE, P.C. NO OTHER U5E OR DUPLICATION MAY BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF PETERSON ARCFIITECTURE, PiC. ALL OTHER COPYRIGHT AND COhMN LAW RIGHTS ARE HEREBY SPECIFICALLY RESERVED. i AREA MAP SCALE. 1°■4000' i / PARK MEADOWS / S. / / / SOILS MAP NOT TO SCALE i i SITE MAP., SCALES 1•■60' i f SECTION 26-T28N-RO3E MERIDIAN CORNERS BLVD. (CONSTRUCTION PLANE) HAMILTON CARMEL, 1 DEVELOPER: T.A.C. RESUBMITTAL SET OCTOBER 1, 2001 REVISIONS: DATE: BY: I DESCRIPTION: COUNTY N 1ANA Kaiser Land Company 12401 Old Meridian Street Carmel, Indiana 46032 13171 844-1131 CONTACT: CRAIG KAISER INDEX SHEET No. DESCRIPTION C100 COVER SHEET C101 SITE UTILITY PLAN C102 GRADING & DRAINAGE PLAN Ell EROSION CONTROL PLAN C104 EROSION CONTROL DETAILS C801 GENERAL DETAILS L101 LANDSCAPE PLAN LP101 SITE LIGHTING PLAN Al 01 BUILDING ELEVATIONS ILI LY' 4�'T+"'�I� •moRia:: �����F ��ais"i.�� FTFYi�i� i AREA MAP SCALE. 1°■4000' i / PARK MEADOWS / S. / / / SOILS MAP NOT TO SCALE i i SITE MAP., SCALES 1•■60' i f SECTION 26-T28N-RO3E MERIDIAN CORNERS BLVD. (CONSTRUCTION PLANE) HAMILTON CARMEL, 1 DEVELOPER: T.A.C. RESUBMITTAL SET OCTOBER 1, 2001 REVISIONS: DATE: BY: I DESCRIPTION: COUNTY N 1ANA Kaiser Land Company 12401 Old Meridian Street Carmel, Indiana 46032 13171 844-1131 CONTACT: CRAIG KAISER Historic Fort Harrison Architecture 8901 Otis Avenue Civil Engineering Indianapolis, Indiana Environmental Engineering 46219-1037 Geotechnical Services 317-826-7100 GIS * LIS 317-826-7200 Fax Home Builder Services www.schneidereorp.com Interior Design Land Surveying Landscape Architecture Transportation Engineering E-MAIL ADDRESS: rdoster@schneidercorp.com THIS DRAWING AND THE WEAS. DESIGNS AND CONCEPTS CONTAINED PROJECT ENGINEER: RLD txjwjN ARE Mr. EXCLUSIVE UilfllE11,1UAL PROPERTY m SCHNEIDER CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN PART. WITHOUT THE WRITTEN CONSENT OF TIE SC #G8 CORPORATION. CHECKED BY: RLD DATE CHECKED: 12/19/01 ® 2001, The Schneider Corporation .r .. ,.� 0. ?►.fl2Gfl -01 STATE OF �1 C .. .......... AL DATE: f ��f%/f1.'trililliflill"•t�'„� DATE: l 9 oZ_ JOB No. 3882.001 FILE NAME: S: \3K\3882\001 \DWGS\C100 J I I INDEX SHEET No. DESCRIPTION C100 COVER SHEET C101 SITE UTILITY PLAN C102 GRADING & DRAINAGE PLAN C103 EROSION CONTROL PLAN C104 EROSION CONTROL DETAILS C801 GENERAL DETAILS L101 LANDSCAPE PLAN LP101 SITE LIGHTING PLAN Al 01 BUILDING ELEVATIONS Historic Fort Harrison Architecture 8901 Otis Avenue Civil Engineering Indianapolis, Indiana Environmental Engineering 46219-1037 Geotechnical Services 317-826-7100 GIS * LIS 317-826-7200 Fax Home Builder Services www.schneidereorp.com Interior Design Land Surveying Landscape Architecture Transportation Engineering E-MAIL ADDRESS: rdoster@schneidercorp.com THIS DRAWING AND THE WEAS. DESIGNS AND CONCEPTS CONTAINED PROJECT ENGINEER: RLD txjwjN ARE Mr. EXCLUSIVE UilfllE11,1UAL PROPERTY m SCHNEIDER CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN PART. WITHOUT THE WRITTEN CONSENT OF TIE SC #G8 CORPORATION. CHECKED BY: RLD DATE CHECKED: 12/19/01 ® 2001, The Schneider Corporation .r .. ,.� 0. ?►.fl2Gfl -01 STATE OF �1 C .. .......... AL DATE: f ��f%/f1.'trililliflill"•t�'„� DATE: l 9 oZ_ JOB No. 3882.001 FILE NAME: S: \3K\3882\001 \DWGS\C100 J I I / E / / / e / e\ire PARK MEADOWS 01 TE MPOR M fid. _ RAW. 10 v1 . � ,99 9 L �w �y I• 41 N o / PROPOSED BUILDING3 605 SIF ? F09871.110 37 LF OF SWALE 01.08% K o E j �� Cd C j, j K /0" o ` �4 CORE EXISTING SANITARY MANHOLE \ A� - , .��'r:� �c, .,• . \ 5 8 SANITARY` r' TC. = 869.34 +h; EX. INV. 855.0t 50' INGRESS—EGRESS EASEMENT \ \ A s\ \ s� � ��'9\'ro / \ p/ NOTE: TEMPORARY MEDIAN TO BE REMOVED AND FUTURE RIGHT \ TURN LANE TO BE CONSTRUCTED WHEN MERIDIAN CORNERS \ / BLVD. IS EXTENDED. m / NOTE: THE ENTRY ROAD WILL BE BUILT TO THE LIMITS NOTED ON THESE PLANS TO ALLOW SAFE ACCESS TO THE DENTAL OFFICE SITE CMC PROPERTIES WILL BEGIN CONSTRUCTION AFTER THE DENTAL OFFICE IS COMPLETED. WHEN CMC BEGINS DEVELOPMENT \ / OF THEIR SITE THE ENTRANCE ROAD WILL BE EXTENDED TO ALLOW \/ FOR ACCESS TO THE CMC PROPERTIES BUSINESS PARK. SEE PHASE 2 (CMC PROPERTIES BUSINESS PARK PLANS) FOR ROAD EXTENSION INFORMATION �g�SNEs �P RK Gas Cable Television Storm Sewer vectren Jones Intercable, Inc. City of Carmel 15900 Mmnvb Road 516 Fast Carmel Drive City Hall. 1 Civic Square Mobles"k melotia 46060 Cannel, Wono 46032 Carmel, Indian 46032 (317)773-0430 (317)844-8877 (317) 571-2441 size and nature of services. Water Electric Streets Indianapolis Wats Company Public Service Indiana — CinergyCly of Carmel 1220 Waterway Boulevard P.O. Box 312 City Holl, 1 Civic Square Indianopok Indiana 46202 Noblesville, Indiana 46060 Carmel, Indian 46032 (317)639-1501 ext222 1-800-521-2232 (317) 571-2441 Telephone Sanitary Sewer Ameritech City of Camel 220 North Meriden Street City Hai, 1 Cmc Square Indianapolis. indiono 46204 Cannel, Indiana 46032 265-4878 or 1-800-382-5544 (317) 571-2441 Utiity Hots within Indiana 1-800-382-5544 outside Indlono 1—B00-428-5200 Note The nahn aae and location of utilities are per plans and locations provided by the respective utility companies. The above list constitutes some, If not all, of the utility companies which may Provide service In the am at, and adjacent to, the subject project, based upon the information available through such plans and locations, and any incidental visual inspection. AA utility companies should be notified prior to any excavation for field location of services and verification of sae and nature of services. 1. ALL RADIUS AND OTHER DIMENSIONS FOR 6' STANDING CURB ARE TO THE FACE OF CURB. 2. ALL RADIUS AND OTHER DIMENSIONS FOR 2' ROLL CURB ARE TO BACK OF CURB. 3. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF WORK. IT SHALL ALSO BE THE SUBCONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER OF ANY CHANGES, OMISSIONS OR ERRORS FOUND ON THESE PLANS OR IN 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 COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 7. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF BUILDING FOUNDATION WALL 8. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 9. SERVICE WALKS SHALL BE NON—REINFORCED CONCRETE 4' THICK AND WIDTH AS INDICATED ON PLANS. 10. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS. CONTRACTION JOINTS AND PERPENDICULAR SIDEWALKS AT 5' INTERVALS OR LESS WITH A CONTRACTION JOINT EVERY 20' OR LESS. l 1111 I l l N^ I I 1. IT SHAD. BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF WORK. IT SHAD. ALSO BE THE SUBCONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH U11UTY BEFORE WORK IS STARTED. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN FIELD BEFORE WORK IS STARTED OR RESUMED. 2. STANDARD SPECIFICATIONS PER THE CITY OF CARMEL SHALL APPLY FOR ALL SANITARY SEWERS AND STORM SEWERS. 3. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS OR WITHIN 5' OF PAVED CITY STREETS TO BE BACKFILLED WITH GRANULAR MATERIAL 4. THE SIZE AND LOCATION OF EXISTING U11UTIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FlEUD LOCATION OF SERVICES. 5. WATER SERVICE LINE TO THE BUILDING SHALL HAVE A SHUTOFF VALVE IN AN ACCESSIBLE LOCATION OUTSIDE OF THE BUILDING. 6. CONTRACTOR TO CONTACT INDIANA GAS COMPANY FOR GAS CONNECTION TO MAIN. MAIN CONNECTION LOCATION IS TO BE COORDINATED WITH GAS COMPANY (924-3341). 7. WATER METER PIT LOCATION TO BE DETERMINED BY LOCAL WATER COMPANY. 8. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. R2. / cbb / TEMP ENTR .100 �l / IL.IFIS a� ---°---------- Existing Sanitary Sewer ------ Existing Storm Sewer —�— — New Storm Sewer ------------ 6 Subsurface Drain New Sanitary Sewer --�' 000 - — Existing Contour 000.0 Existing Elevation I — — — — — — Utility & Drainage Esmt. Building Setback Line ASSUMED NORTH ---------- Existing Water Main SCALE: 1 "= 30 ' W W - New Water Main ' Existing Fire Hydrant New Fire Hydrant HOLEY MOLEY SAYS Existing Water Valve DONT N New Water Valve DIG BLIND ---------Ffl------- Existing Fiberoptic Line 6 Existing Gas Main E--- Existing Electric Line ------- T Existing Telephone Line G New Gas Main "IT'S THE LAW" E New Electric Line CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-382-5544 T New Telephone Line CALL TOLL FREE LAW IS -69-1991. 0 Existing Utility Pole T�ISINDIANA AGAINSTSTATE THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND Existing Trees LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. X Existing Fence Light Duty Pavement Heavy Duty Pavement 20 C801 Right of Way Pavement 21 C801 Q 6" Concrete Curb 18 16 17 C801 Q Curb & Walk C801 C801 17 Concrete Walk 20,15 Q Handicap Ramp 2o1 Trash Container Holding Area 0 Handica►► Parking Sign 11 C801 1 0 Sanitary Sewer Lateral CBot Q Clean-Ouc 3 C801 0 Area Uqht (see Site Lighting PIm SL101) Concrete Stoop (Refer to kdlecturd Plans) Water Service — See Plumbing Plans Q Tap Existing Water Main Q See Plumbing Plans for Exact Location and Inverts of Sewer and Water Service Lines Q 9'X18' Parking Spaces— 24 Q 8'X18' Parking Spaces— 1 (A.D.A. REQUIREMENTS) Total Parking Spaces- 25 Q Left Turn Only Sign Q Keep Right Sign Q Curb Turnout R30.5' 000 FUTURE RIGHT TURN LAN .000 i ENTRANCE ENLARGEMENT I I kSSUMED NORTH SCALE: 1 "= 20 ' 3T; TE OF _ y r:. • ..............ti ];Z DATE: -07— THIS OZTHIS 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. © COPYRIGHTED BY THE SCHNEIDER CORP. (2OO Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE PROJECT NO.: 12/19/01 3882.001 DRAWN BY. CHECKED BY: RDR SHEET TITLE: SITE ATN�TDA ,UTILITY rev DRAWING FILES: S:\3K\3882\001\DWGS\C101 XREF: XREF: SHEET NO.: O W z z E ---q z z W � DATE PROJECT NO.: 12/19/01 3882.001 DRAWN BY. CHECKED BY: RDR SHEET TITLE: SITE ATN�TDA ,UTILITY rev DRAWING FILES: S:\3K\3882\001\DWGS\C101 XREF: XREF: SHEET NO.: i i HOLEY MOLEY SAYS "DON'T DIG BLIND - - -IT'S THE LAW" Z O U Z O CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-382-5544 I CALL TOLL FREE ASSUMED NORTH SCALE. 1 11= 30 PER INDIANA STATE LAW IS -69-1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIF 1 G THE UNDERGROUND DA nBEFORE COM NLOCAON SERVICEOCNG WORK�NG S IC.,IEcCvM,q� 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. Z O U Z O ,j U W 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO ----- Existing Storm Sewer W cr_� VERIFY ALL EXISTING UTILITIES AND CONDITIONS 00 C> Q N o O o 5 =E w a PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE XREF: New Storm Sewer F --i CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF O 0 THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR z Storm Structure Number z EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR A SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ------------ Subsurface Drain (ssD) ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE a PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR ----s—s Existing Sanitary Sewer w RESUMED. � I� New Sanitary Sewer 3. STANDARD SPECIFICATIONS PER THE CITY OF CARMEL, (Laterals are shown for reference only INDIANA SHALL APPLY FOR ALL SANITARY SEWER AND STORM See Sanitary Plon do Profies for Locations) SEWERS. O Sanitary Structure Number 4. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH - "~— �'� Existing Contour GRANULAR MATERIAL , Existing Elevation 5. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY 000.00 Proposed Finish Grades COMPANIES. ALL U11UTY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVA11ON FOR FIELD LOCATION OF C O00.00 Swale Grade SERVICES. .w Swale FlOwline([) 6. SERVICE WALKS SHALL BE REINFORCED CONCRETE 4' THICK. Flow Arrow. 7. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK — — — — — — Utility & Drainage Esmt. INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. y g SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN Building Setback Line g EXPANSION JOINTS, CONTRACTION JOINTS AND PERPENDICULAR SIDEWALKS AT 5' INTERVALS OR LESS WITH A w Existing Water Main CONTRACTION JOINT EVERY 20' OR LESS. 8. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO w w — New Water Main CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. `t t Existing Fire Hydrant 9. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE yr New Fire Hydrant y PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. ►< Existing Water Valve 10. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. ►� New Water Valve 11. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE New Gas Main CROSSES PROPOSED BUILDING PADS. ALL FIELD TILES INTERCEPTED TO BE PERPETUATED INTO STORM SEWER E New Electric Line SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER IN ANY T New Telephone Line p CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. 13. ALL FILL AREAS SHALL BE COMPACTED TO AT LEAST 95 t Existing Utility Pole PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D-1557). 1 �j� •.�. Existing Trees 14. ALL PROPOSED GRADES DEPICTED WITHIN PAVED AREAS ARE X Existing Fence TO REPRESENT THE PAVEMENT GRADE. THE TOP OF CURB IS TO BE 0.5 FEET HIGHER UNLESS OTHERWISE NOTED. DNR BM HAM 62 1989 IN HAMILTON COUNTY, CARMEL QUADRANGLE, SECTION 27, T18N, R3E, LOCATED AT THE WEST 131ST STREET BRIDGE OVER WILLIAMS CREEK. SET IN THE TOP OF THE NORTHEAST CONCRETE WING WALL OF THE BRIDGE, 13.5 FEET NORTH OF THE CENTERLINE OF WEST 131ST STREET, 1.1 FEET SOUTHWEST FROM THE NORTHEAST END OF WING WALL, LEVEL WITH THE ROAD WAY, A DEPARTMENT OF NATURAL RESOURCES CONTROL STATION TABLET STAMPED "HAM 62 1989" ELEVATION = 861.783 (NGVD 1929) DNR BM HAM 60 1989 IN HAMILTON COUNTY, CARMEL QUADRANGLE, SOUTHWEST 1/4 SECTION 23, T18N, R3E, LOCATED AT THE WEST 136TH BRIDGE OVER WILLIAMS CREEK. SET IN THE TOP OF THE NORTHEAST CONCRETE WINGWALL OF THE BRIDGE. 14.4 FEET NORTH FROM THE CENTERLINE OF WEST 136TH STREET, 0.6 FEET SOUTHEAST FROM THE NORTHWEST FACE OF THE WINGWALL, 0.7 FEET BELOW THE ROADWAY, A DEPARTMENT OF NATURAL RESOURCES CONTROL STATION TABLE STAMPED "HAM 30 1989" ELEVATION = 870.510 (NGVD 1929) TBM CUT "X" ON THE EAST BONNET BOLT OF HYDRANT AT THE SOUTHWEST CORNER OF 131 STREET AND PENNSYLVANIA STREET. ELEVATION = 875.67 � N W Z CD W Z O U Z O ,j U W J_ a� = 0 U Cn O W CL W cr_� �ij W 00 C> Q N o O o 5 =E w a 0 0 M <11 XREF: 11 •r.,t4 tl ;�,�fi�. ?.,':�, o 0 CST,%.T= OF DATE: /-,(5 -0 Z THIS DRAWING AND THE IDEAS, DESIGNS ANO 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. © COPYRIGHTED BY THE SCHNEIDER CORP.(2001) f47b) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE.12/19/01 PROJECT DRAWN BY: CHECKED BY: RDR SHEET TITLE GRADING AND DRAINAGE PLAN Q S-\3K\3882\001\DWGS\C102 XREF: XREF: 5 F --i O 0 W z U z A C:) a w � � I� DATE.12/19/01 PROJECT DRAWN BY: CHECKED BY: RDR SHEET TITLE GRADING AND DRAINAGE PLAN DRAWING FILES: S-\3K\3882\001\DWGS\C102 XREF: XREF: SHEET NO.: (Cn(02 I j s s ]HATCH PATIIItN DENOTES PERMANENT SEEDING HATCH PATTERN DENOTES EROSION CONTROL BLANKET 1 Woore 1 1 O INLET PROTECTION .c�__ SILT FENCE HOS( MOLEY SAYS "DON'T DIG BLIND i - ®- 'I78 THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-382-5544 ICALL TOLL FREE PER INDIANA STATE LAW IS -69-1991. ASSUMED NORTH WITHOUT AGAINST TIE u EXCAVATE ERGR u D WORKING SCALE. 1 30 DAYSnBEFORE COMMENCI11CAON VICE TWO NG, WORK. (aM LAIR 7 ®� EROSION CONTROL AND SEQUENCING 1. CONTRACTOR SHALL INSTALL ALL REQUIRED SILT FENCES, SILT TRAPS, TREE PROTECTION AND INLET PROTEC11ON FOR EXISTING INLETS PRIOR TO THE START OF ANY EARTH MOVING OR STRIPPING. 2. CONTRACTOR SHALL INSTALL A STONE CONSTRUCTION ENTRANCE OR SOME OTHER DEVISE PRIOR TO THE START OF EARTHWORK AS NECESSARY TO PREVENT SOIL FROM BEING TRACKED OR WASHED INTO EXISTING ROADWAYS. 3. LAND ALTERATIONS WHICH STRIP THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. WHENEVER FEASIBLE, NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED. AS GRADING IS DONE, INSTALL SILT TRAPS, SILT FENCES, SLOPE DRAINS, TEMPORARY DIVERSIONS AND OTHER RUNOFF CONTROL MEASURES AT APPROPRIATE LOCATIONS TO KEEP SEDIMENT CONTAINED ON SITE. 4. ALL DISTURBED AREAS SHALL BE SEEDED AND STRAW MULCHED AS SHOWN ON THE PLANS IMMEDIATELY AFTER COMPLETION OF GROUND ACTIVITY. FOR LARGE PROJECTS, THIS SEEDING SHOULD BE COMPLETED IN PHASES AS THE DIFFERENT AREAS OF THE SITE ARE COMPLETED. 5. PERMANENT AND FINAL VEGETATION OR STRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL UNDER THE CIRCUMSTANCES. 6. THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM DEPENDING UPON THE WEATHER. IF CONSTRUCTION ACTIVITY IS TO CEASE FOR MORE THAN TWO WEEKS, THE DISTURBED AREAS SHALL BE TEMPORARILY SEEDED. 7. ALL STORM SEWER INLET PROTECTION DEVICES SHALL BE PUT IN PLACE AT THE TIME EACH INLET IS CONSTRUCTED. 8. THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES AND DEVICES DURING CONSTRUCTION AND UNTIL SILTATION OF THE STREETS AND STORM SEWERS WILL NO LONGER OCCUR. 9. ONCE ONSITE EROSION AND SILTATION OF THE STREETS AND STORM SEWERS WILL NO LONGER OCCUR, THE CONTRACTOR SHALL REMOVE AND DISPOSE OF THE TEMPORARY EROSION CONTROL DEVICES. 10. THESE GENERAL PROCEDURES MAY NOT COVER ALL SITUATIONS. REFER TO EROSION CONTROL PLANS FOR SPECIFIC NOTES AND ADDITIONAL DETAILS. SOILS MAP -WARNING- THIS SHEET TO BE USED FOR EROSION CONTROL PURPOSES ONLY. FOR ANY OTHER INFORMATION SEE SHEET C102 & C103 9� W� 0�1 SEE SHEET C104 FOR ALL EROSION CONTROL DETAILS & NOTES - - - � i 0 5 w DATE /-q-to -)-- THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNE0ER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2001 Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 12/19/01 3882.001 DRAWN BY: CHECKED BY: H SHEET TITLE: EROSION CONTROL PLAN DRAINING FILES: S:\3K\3882\001\DWGS\C103 � XREF: SHEET NO.: (CnO.Y3 CD W z v Q d z z W � Q co DATE: PROJECT NO.: 12/19/01 3882.001 DRAWN BY: CHECKED BY: RDR SHEET TITLE: EROSION CONTROL PLAN DRAINING FILES: S:\3K\3882\001\DWGS\C103 XREF: XREF: SHEET NO.: (CnO.Y3 N N 9 R Seedbed Preparation Apply lime to raise the pH to the level needed for species being seeded. Apply 23 pounds of 12-12-12 analysis fertilizer (or equivalent) per 1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according to test. Application of 150 lbs. of ammonium nitrate on areas low in organic matter and fertility will greatly enhance vegetative growth. Work the fertilizer and lime into the soil to o depth of 2-3 inches with a harrow, disk or rake operated across the slope as much as possible. Seeding Select a seed mixture based on projected use of the area (Figure 5-2), while considering best seeding dates. See Figure 5-3 this sheet. If toler- ances are a problem, such as salt tolerance of seedings adjacent to streets and highways, see Figure 5-4 this sheet before final selection. Mulch Rate Mulch is to be applied at 2,000 to 3,000 pounds per acre in areas not covered by erosion control blanketing. Mulch must be anchored using a mulch anchoring tool or farm disk with dull, serrated, straight set blades, or bulldozer cleats driven up and down slope. Figure 5-2: Permanent Seed Mixtures Species Seeding Rate Suitable pH Site Suitability* lbs/ocre Ibs/1000 well sq. ft. Droughty Drained Wet Level and Sloping, Open Areas 1. Tall Fescue 35 .8 5.5-8.3 2 1 2 2. Toll Fescue 25 .6 5.5-8.3 1 Red Clover** 5 .12 3. Kentucky Bluegrass 15 .4 5.5-7.5 2 1 Creeping Red Fescue 15 .4 Steep Banks and Cuts 4. Toll Fescue 15 .4 5.8-7.5 2 1 2 Kentucky Bluegrass 25 .6 5. Tall Fescue 35 .8 5.5-8.3 2 1 Emerald Crownvetch** 10 .25 Lawns and High Maintenance Areas 6. Kentucky Bluegrass 40 .9 5.8-7.5 2 1 Creeping Red Fescue 40 .9 7. Perennial Ryegrass 170 4.0 5.0-7.5 1 (Turf Type) 8. Tall Fescue 170 4.0 5.5-8.3 2 1 2 * 1 - Preferred 2 - Will Tolerate ** Inoculate with specific Inoculant. Temporary Seeding Dates Wheat or Rye Oats Annual Ryegrass Permanent Seeding is 3 A B C S 1 1/2' 1 3' 11 1/2' 3' .. iiJ X ........... ....... 1 STAPLE PER SO. YD. 1-1/2 STAPLES PER SII. YD. 2 STAPLES PER So. YD. GENERAL STAPLE REDOYIMA706 ADDITIONAL STAPLES AS 300 ::.. REWIRED DILE To DEPTH OF FLOW. z>s - 225 : B:: 200- SLOPE 00 '.':::. ..... .'.:....... .:':.:::::. '::::::::. SLOPE 175- LENGTH 75 LENGTH 150 C ::: (FT.) 125 : B .. ® x 100 75 A x 25 A B B :: CHANNEL Iwo U1U7E STAPLE PATTERN 'C' 0 k. t 31 21 1:1 MIEN ADOr70K STAPLES ON SIX SOB AT SLOPE GIAIDENT LL PROECIED Wl11ER LINE INK STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY DEPENDING UPON SOL TYPE AND AVERAGE ANNUAL RAINFALL AT SLOPE LENGTHS GREATER THAN 300 FEET OR WRE DRANACE OVER LARGE AREAS IS DRECIm ONTO THE BLANKETS. STAPLE PATTERN 'C SHOULD BE UTID>:D. THE BLANKET SHOULD NOT BE STTETCIED BUT ALLOYIED To LAY LOOSELY ON TLE SOL SURFACE TO ACIIEVE HAMM BLANKET TO SOIL CONTACT. n ON LONG SLOPES, THE ENDS OF THE IIANKLIS SHOULD BE OVERLAPPED 4 - 6' N A 'SHINGLE EFFECT. 6 PREPARATION OF THE SEED BED. INCLUDING APRJ A110N OF ULE, FERTILIZER AND SEED SHOULD BE CONDUCTED AS NORIIAL PRIOR To INSTALLATION OF BANICEE 5 N NIGH VELOCITY CHANNEL APKICADONS .. - CIM SLOTS SHOULD BE ESTABLISHED �• EVERY 35 - 40'. THE SLOTS STIOULD BE 6' WE BY C DEEP MRH TLE BLANKET STAPLm N TIE BOTTOM OF TRE SUIT. LIEN BAOTLLED ALD SEDm. EROSION BLANKET INSTALLATION 7 0104 Non -irrigated* PROJECT NO.: EROSION CONTROL SCHEDULE 0 ° ltE EDGES OF 7IE BANI(ET SNOIAD ON SLOPE APPLICATIONS THE TOP OF 11E BLANKET SROIRD BE 'SLOTTED N' BE BUTTED AGAINST EACH OTTER. ltE ABOVE THE LAK OF THE SLOPE OR AT EDGES OF THE SOC225 SHOULD BE OVE OF T 2'. A UK" STAPLED N PLACE MATH SILT FENCE STAPLES 5' APART ON THE END OF THE _.Vomwm� BLANKET. THE BLANKET SHOULD NOT BE STTETCIED BUT ALLOYIED To LAY LOOSELY ON TLE SOL SURFACE TO ACIIEVE HAMM BLANKET TO SOIL CONTACT. n ON LONG SLOPES, THE ENDS OF THE IIANKLIS SHOULD BE OVERLAPPED 4 - 6' N A 'SHINGLE EFFECT. 6 PREPARATION OF THE SEED BED. INCLUDING APRJ A110N OF ULE, FERTILIZER AND SEED SHOULD BE CONDUCTED AS NORIIAL PRIOR To INSTALLATION OF BANICEE 5 N NIGH VELOCITY CHANNEL APKICADONS .. - CIM SLOTS SHOULD BE ESTABLISHED �• EVERY 35 - 40'. THE SLOTS STIOULD BE 6' WE BY C DEEP MRH TLE BLANKET STAPLm N TIE BOTTOM OF TRE SUIT. LIEN BAOTLLED ALD SEDm. EROSION BLANKET INSTALLATION 7 0104 Non -irrigated* PROJECT NO.: EROSION CONTROL SCHEDULE 0 ° DRAWN BY: * MAINTENANCE INSTALLATION SEQUENCE STONE ENTRANCE AS NEEDED PRIOR TO CLEARING AND GRADING SILT FENCE Irrigated AFTER STORM AS NEEDED PRIOR TO CLEARING AND GRADING � WEEKLY AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TREE PROTECTION _ AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TEMPORARY DIVERSIONS SOIL 8 oA 0- 0,8 WEEKLY AFTER STORM EVENTS AND AS NEEDED O O ro SILT FENCE Dormant Seeding** CONDITION WATER AS NEEDED hN EROSION CONTROL MATTING WEEKLY, �� 08 STRAW BALES o Silt Fence shall be a machine produced, non -woven geotextile of 100% AFTER FINISH GRADING o Cz-- 0 2 m a i _ �° � � _ r- Wet polypropylene meeting the physical properties below. Dry Irrigation needed during this period. To control Soil Spray erosion at times other than in the shaded areas, All stakes shall be 2" X 2' hardwood 36" tall with 24" tall lath stapled REMOVAL OF INLET PROTECTION use mulch. to stakes over fabric as reinforcement. * Late summer seeding dates may be extended 5 days N/A I if mulch is applied. All silt fence shall be prefabricated b the supplier. No field assembly P Y PP y will be accepted. ** Increase seeding application by 507o. FIGURE5-3 Fabric Weight........................................................... 4 oz/syd Grab Strength.......................................................... Warp 125 lbs. Temporary Seedings Elongation................................................................ Warp 50 Kind of Seed 1000 Sq. Ft. Acre Remarks Trapezoidal Tear Strength ....................................... 50 lbs. - - Burst Strength......................................................... 200 psi Wheat or Rye 3.5 lbs. 2 bu. Cover seed 1" to 1 1/2" deep UV Resistance.......................................................... > 70 - - A.O.S......................................................................... 50-80 Spring Oats 2.3 lbs. 3 bu. Cover seed 1" deep Slurry Flow Rate ...................................................... 225 gpm/sq. ft Annual ryegrass 1 Ib. 40 lbs. Cover seed 1/4"deep* Sediment Retention ................................................. 75 % * Not necessary where mulch is applied. Silt Fence Material � � Stakes ®5' O.C. Fence Post -� Ranking: Salt Tolerance (to both soil salts & spray): 1 Good T Tolerance 2 Medium MT Medium Tolerance - Not tolerant S Slight Tolerance FIGURE 5-4 Ground Surface Fence Post Should) `Silt Fence Material Should be Buried 1' Below be Buried 6" Below Ground Ground Surface Surface. SILT FENCE DETAIL 8 NTS C104 3 SEEDING 6" MIN. TURN DOWN 11 EROSION CONTROL BLANKET / (NORTH AMERICAN GREEN /IS-75 OR EQUAL) / r EXISTING GRADE II - EROSION CONTROL 2 MATTING DETAIL C104 2 stakes (typ) per bale bindings to be placed parallel to ground Plan (n.t.s.) w straw bale -stake (typ) ,straw bale -3"-6"undertoe Profile (n.t.s.) SEDIMENT FILTER DETAIL 3 0104 CROSSBARS BEEHIVE INLET OR DRAINAGE COVER 24" W W LATHS SILT FENCE MATERIASILT FENCE EXTENDS 6 BELOW FINISHED GRADE NOTE: `W' 1. SEE SILT FENCE DETAIL FOR MATERIAL SPECIFICATIONS. 2. SILT FENCE SHALL BE PREASSEMBLED BY SUPPLIER. INLET PROTECTION - SILT FENCE 4 C104 PROJECT NO.: EROSION CONTROL SCHEDULE 0 ° DRAWN BY: * MAINTENANCE INSTALLATION SEQUENCE STONE ENTRANCE AS NEEDED PRIOR TO CLEARING AND GRADING SILT FENCE WEEKLY, AFTER STORM AS NEEDED PRIOR TO CLEARING AND GRADING � WEEKLY AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TREE PROTECTION _ AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TEMPORARY DIVERSIONS SOIL 8 oA 0- 0,8 WEEKLY AFTER STORM EVENTS AND AS NEEDED O O ro Solt AFTER ROUGH GRADING CONDITION WATER AS NEEDED hN EROSION CONTROL MATTING WEEKLY, �� 08 STRAW BALES o Tolerance AFTER FINISH GRADING o Cz-- 0 2 m a i _ �° � � _ r- Wet or Dry Gen. Soil Spray I AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABIUZED REMOVAL OF INLET PROTECTION AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE N/A I AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZE) Creeping Red Fescue Festuca rubra 2 1 2 1 1 1 Med. 1 20-25 12-18 7-21 S Kentucky Bluegrass 2 1 1 2 1 1 1 1 Med. 1 25-35 12-18 10-20 MT Poo pratinsis Tall Fescue 2 1 1 1 1 1 Low 1 24-35 24-36 5-14 T Festuca L orundinacea Perennial ryegrass 2 1 2 - 1 2 Med 2 15-20 12-18 5-10 MT Lolium perenne High Crownvetch - 1 1 2 - - Low 1 5-10 24 14-21 T Coronilla vorio Red Clover - 1 - 2 - - I Med 1 17-10 18 5-10 1 S I S Trifolium protense Ranking: Salt Tolerance (to both soil salts & spray): 1 Good T Tolerance 2 Medium MT Medium Tolerance - Not tolerant S Slight Tolerance FIGURE 5-4 Ground Surface Fence Post Should) `Silt Fence Material Should be Buried 1' Below be Buried 6" Below Ground Ground Surface Surface. SILT FENCE DETAIL 8 NTS C104 3 SEEDING 6" MIN. TURN DOWN 11 EROSION CONTROL BLANKET / (NORTH AMERICAN GREEN /IS-75 OR EQUAL) / r EXISTING GRADE II - EROSION CONTROL 2 MATTING DETAIL C104 2 stakes (typ) per bale bindings to be placed parallel to ground Plan (n.t.s.) w straw bale -stake (typ) ,straw bale -3"-6"undertoe Profile (n.t.s.) SEDIMENT FILTER DETAIL 3 0104 CROSSBARS BEEHIVE INLET OR DRAINAGE COVER 24" W W LATHS SILT FENCE MATERIASILT FENCE EXTENDS 6 BELOW FINISHED GRADE NOTE: `W' 1. SEE SILT FENCE DETAIL FOR MATERIAL SPECIFICATIONS. 2. SILT FENCE SHALL BE PREASSEMBLED BY SUPPLIER. INLET PROTECTION - SILT FENCE 4 C104 * - SEE CHART FOR MAINTENANCE REQUIREMENTS 6' HIGH, 12' NIDE GEOTECTILE FABRIC FILLED WITH No. 2 STONE. (FABRIC-NUTEC 3NW SILT FENCE FABRIC OR APPROVED EQ RUN Off---, PAVED AREA INLET PAVED AREA INLET SEDIMENT BARRIER5 NO SCALE C104 6' HIGH. 17' MADE GEOTECTLE FABRIC FLIED YM Nat STONE (FABRIC-•MITEC 3N# SLUT FENCE FABRIC OR APPROVED EQUAL) ONE FOOT OVERLAP ONTO THE CURB o. e° O•o• •o°O o •O;o •O: 0-°.° O•o PUBLIC ROAD °'°e°'°-°•° °'0-°;0.0•°•0. 50' (MIN) \ ` 0. 0.O"o '0-0 *;a* a- .0 !6.0-0 Ove Ove 1010• •000.0°O•o 0.0 0.0°0100 o-O.e°O•e-O•o°O•o°0.000.0° 0°0.000.0°0.0°0.0°0•o°01,•0.0• o0,0.O,0.0,0s0,0s0,0.0,0e0,0.0,0e o•o•o10.0.0°o•o'o•o•o.o°o•o•o•o•o•o• O•o°O.0°O. 0.0•o-0.0-0• °0.000.0.0•,• • • ■ • • • • • s ° • •o 0. .0.0 O•o O.0 O•o O.0 •0 0.0 O.0 O•o ° ° ° �- •° - •O �- ° • • • ° ° ° • ° • ° • • 0 ' e • ° ' • • ° • • • ° • • • •••e.e a. e•e••;e .°•O.0° .e•O•o•0•e-O•o°0101 s;e•e• e•e•e; e0• 00,0 e0,0e 0.0°0,0 e0, 0e ... o;e •e•e. e;e • , o .0 00 0,0.0,0°0. e -0•e0 .. .;. 00.0.0.0.0.0.0,,.0.0.0.0. •°• e;• 0 e 0 s • • o• e;e O.0 O•o 0.0 0•o O•o O•o .0.0.0,0e0,0o0.0.0.0.0,0• •° °•:•e 10 1010°0.0-0•o°O.0° 'O:• -0 0.0-0.0 •0•o •0•o• e;e•-O.o-0. 0-0.000.00 0; 6" (MIN) a°•ee°•°•°.e•° °• •e;e .0.0.0,0 .0 •;. •0. 0 • 2"-3" COARSE e• ; ' 20' (MIN) AGGREGATE GEOTEX11LE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) TEMPORARY CONSTRUCTION ENTRANCE DETAIL 0104 EROSION AND SEDIMENT CONTROL PLAN SUMMARY AND *RULE 5' DATA Project: Kaiser Land Nature and Purpose: Commercial Office Space Estimated Start: December, 2001 Estimated Completion of Site Development: May 2002 Floodplains, Floodway Fringes, Floodways: None Lakes, Streams, Channels, Ditches, Wetlands, etc.: None Existing Sol Types & Description (refer to sheet C103 for soils map): Receiving Waters: Williams Creek Potential Areas Where Stormwoter May Enter Groundwater. None known Existing Vegetation: The site is covered with weeds and grass. Contact Person: Craig Kaiser Kaiser Land Company 12401 Old Meridian Street Carmel, IN 46032 (317) 844-1141 Adjacent Land Use. North - Open Field South - Open Field East - Open Field West - Residential Site Specific Sequence and Additional Notes: The swales should be constructed and stabilized as early as practical to prevent run-off from leaving the site. Erosion control for existing outlet structures must be maintained. Blanket installation to be done as soon as slopes are constructed. EROSION CONTROL MEASURES MAINTENANCE REQUIREMENTS STRAW BALE DAM MAINTENANCE REQUIREMENTS 1. INSPECT STRAW BALE DAMS AFTER EACH STORM EVENT AND PROMPTLY REMOVE ANY SEDIMENT DEPOSITS TO ENSURE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN, TAKING CARE NOT TO UNDERMINE THE ENTRENCHED BALES. 2 INSPECT PERIODICALLY FOR DETERIORATION OR DAMAGE FROM CONSTRUCTION ACTIVITIES AND REPAIR IMMEDIATELY. 3. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL STRAW BALES AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE. AND STABILIZE IT. SILT FENCE MAINTENANCE REQUIREMENTS 1. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. 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 SEDIMENT TRAP MAINTENANCE REQUIREMENTS 1. INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH STORM EVENT AND IMMEDIATELY REPAIR ANY EROSION AND PIPING HOLES 2 REMOVE SEDIMENT WHEN IT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH. 3. REPLACE SPILLWAY GRAVEL FACING IF CLOGGED. 4. INSPECT VEGETATION, AND RE -SEED IF NECESSARY. 5. CHECK THE SPILLWAY DEPTH PERIODICALLY TO ENSURE A MINIMUM OF 1.5 FT. DEPTH FROM THE LOWEST POINT OF THE SETTLED EMBANKMENT TO HIGHEST POINT OF THE SPILLWAY CREST, AND FILL ANY LOW AREAS TO MAINTAIN DESIGN ELEVATION. 6. PROMPTLY REPLACE ANY DISPLACED RIPRAP, BEING CAREFUL THAT NO STONES IN THE SPILLWAY ARE ABOVE DESIGN GRADE. 7. AFTER ALL DISTURBED AREAS HAVE BEEN STABILIZED, REMOVE THE STRUCTURE AND SEDIMENT, SMOOTH THE SITE TO BLEND WITH ADJOINING AREAS, AND STABILIZE. SANDBAG CURB INLET SEDIMENT BARRIER MAINTENANCE REQUIREMENTS 1. INSPECT FREQUENTLY FOR DAMAGE BY VEHICULAR TRAFFIC, AND REPAIR IF NECESSARY. 2. INSPECT AFTER EACH STORM EVENT. 3. REMOVE SEDIMENT, WITHOUT FLUSHING, WHEN IT REACHES HALF THE HEIGHT OF THE BARRIER. 4. DEPOSIT REMOVED SEDIMENT WHERE IT WILL NOT ENTER STORM DRAINS. BLOCK AND GRAVEL CURB INLET PROTECTION MAINTENANCE REQUIREMENTS 1. AFTER EACH STORM EVENT, REMOVE THE SEDIMENT AND REPLACE THE GRAVEL; REPLACE THE GEOTEXTILE FABRIC, IF USED. 2 PERIODICALLY REMOVE SEDIMENT AND TRACKED -ON SOIL FROM THE STREET, WITHOUT FLUSHING, TO REDUCE THE SEDIMENT LOAD ON THE CURB INLET PROTECTION. 3. INSPECT PERIODICALLY FOR DAMAGE AND REPAIR; KEEP GRATES FREE OF DEBRIS 4. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE GRAVEL., WIRE MESH, GEOTEXTILE FABRIC, AND ANY SEDIMENT, AND DISPOSE OF THEM PROPERLY. EROSION CONTROL BLANKET (SURFACE APPLIED) MAINTENANCE REQUIREMENTS 1. DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET. 2 IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING IT, ADD SOIL, RE -SEED THE AREA, AND RE-LAY AND STAPLE THE BLANKET. 3. AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS 1. INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE. 2 RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL 3. TOPDRESS WITH CLEAN STONE AS NEEDED. 4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN. 5. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. "J. 71 J'Yi1 OF po DATE: 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. © COPYRIGHTED BY THE SCHNEIDER CORP. (2001) f4lbI Schneider THE SCHNEIDER CORPORATION Historic Fort Harrision 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering PROJECT NO.: EROSION CONTROL SCHEDULE EROSION CONTROL MEASURE DRAWN BY: * MAINTENANCE INSTALLATION SEQUENCE STONE ENTRANCE AS NEEDED PRIOR TO CLEARING AND GRADING SILT FENCE WEEKLY, AFTER STORM AS NEEDED PRIOR TO CLEARING AND GRADING EXISTING INLET PROTECTION WEEKLY AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TREE PROTECTION WEEKLY AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TEMPORARY DIVERSIONS WEEKLY AFTER STORM EVENTS AND AS NEEDED ALONG WITH -ROUGHM I TEMPORARY SEDIMENT TRAP WEEKLY AFTER STORM EVENTS AND AS NEEDED AL WITH ROUGH GRADING TEMPORARY SEEDING WATER AS NFMM AFTER ROUGH GRADING PERMANENT SEEDING WATER AS NEEDED AFTER FINISH GRADING EROSION CONTROL MATTING WEEKLY, M EVENTS AND AS NEEDED AFTER FINISH GRADING STRAW BALES WEEKLY AFTER STORM EVENT'S AND AS NEEDED AFTER FINISH GRADING INLET PROTECTION WEEKLY AFTER STORM EVENT'S AND AS NEEDED AFTER EACH INLET IS PLACED SEED SOD & LANDSCAPE AROUND WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS FINISHED UNITS REMOVAL OF STRAW BALES N/A I AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABIUZED REMOVAL OF INLET PROTECTION AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE N/A I AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZE) * - SEE CHART FOR MAINTENANCE REQUIREMENTS 6' HIGH, 12' NIDE GEOTECTILE FABRIC FILLED WITH No. 2 STONE. (FABRIC-NUTEC 3NW SILT FENCE FABRIC OR APPROVED EQ RUN Off---, PAVED AREA INLET PAVED AREA INLET SEDIMENT BARRIER5 NO SCALE C104 6' HIGH. 17' MADE GEOTECTLE FABRIC FLIED YM Nat STONE (FABRIC-•MITEC 3N# SLUT FENCE FABRIC OR APPROVED EQUAL) ONE FOOT OVERLAP ONTO THE CURB o. e° O•o• •o°O o •O;o •O: 0-°.° O•o PUBLIC ROAD °'°e°'°-°•° °'0-°;0.0•°•0. 50' (MIN) \ ` 0. 0.O"o '0-0 *;a* a- .0 !6.0-0 Ove Ove 1010• •000.0°O•o 0.0 0.0°0100 o-O.e°O•e-O•o°O•o°0.000.0° 0°0.000.0°0.0°0.0°0•o°01,•0.0• o0,0.O,0.0,0s0,0s0,0.0,0e0,0.0,0e o•o•o10.0.0°o•o'o•o•o.o°o•o•o•o•o•o• O•o°O.0°O. 0.0•o-0.0-0• °0.000.0.0•,• • • ■ • • • • • s ° • •o 0. .0.0 O•o O.0 O•o O.0 •0 0.0 O.0 O•o ° ° ° �- •° - •O �- ° • • • ° ° ° • ° • ° • • 0 ' e • ° ' • • ° • • • ° • • • •••e.e a. e•e••;e .°•O.0° .e•O•o•0•e-O•o°0101 s;e•e• e•e•e; e0• 00,0 e0,0e 0.0°0,0 e0, 0e ... o;e •e•e. e;e • , o .0 00 0,0.0,0°0. e -0•e0 .. .;. 00.0.0.0.0.0.0,,.0.0.0.0. •°• e;• 0 e 0 s • • o• e;e O.0 O•o 0.0 0•o O•o O•o .0.0.0,0e0,0o0.0.0.0.0,0• •° °•:•e 10 1010°0.0-0•o°O.0° 'O:• -0 0.0-0.0 •0•o •0•o• e;e•-O.o-0. 0-0.000.00 0; 6" (MIN) a°•ee°•°•°.e•° °• •e;e .0.0.0,0 .0 •;. •0. 0 • 2"-3" COARSE e• ; ' 20' (MIN) AGGREGATE GEOTEX11LE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) TEMPORARY CONSTRUCTION ENTRANCE DETAIL 0104 EROSION AND SEDIMENT CONTROL PLAN SUMMARY AND *RULE 5' DATA Project: Kaiser Land Nature and Purpose: Commercial Office Space Estimated Start: December, 2001 Estimated Completion of Site Development: May 2002 Floodplains, Floodway Fringes, Floodways: None Lakes, Streams, Channels, Ditches, Wetlands, etc.: None Existing Sol Types & Description (refer to sheet C103 for soils map): Receiving Waters: Williams Creek Potential Areas Where Stormwoter May Enter Groundwater. None known Existing Vegetation: The site is covered with weeds and grass. Contact Person: Craig Kaiser Kaiser Land Company 12401 Old Meridian Street Carmel, IN 46032 (317) 844-1141 Adjacent Land Use. North - Open Field South - Open Field East - Open Field West - Residential Site Specific Sequence and Additional Notes: The swales should be constructed and stabilized as early as practical to prevent run-off from leaving the site. Erosion control for existing outlet structures must be maintained. Blanket installation to be done as soon as slopes are constructed. EROSION CONTROL MEASURES MAINTENANCE REQUIREMENTS STRAW BALE DAM MAINTENANCE REQUIREMENTS 1. INSPECT STRAW BALE DAMS AFTER EACH STORM EVENT AND PROMPTLY REMOVE ANY SEDIMENT DEPOSITS TO ENSURE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN, TAKING CARE NOT TO UNDERMINE THE ENTRENCHED BALES. 2 INSPECT PERIODICALLY FOR DETERIORATION OR DAMAGE FROM CONSTRUCTION ACTIVITIES AND REPAIR IMMEDIATELY. 3. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL STRAW BALES AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE. AND STABILIZE IT. SILT FENCE MAINTENANCE REQUIREMENTS 1. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. 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 SEDIMENT TRAP MAINTENANCE REQUIREMENTS 1. INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH STORM EVENT AND IMMEDIATELY REPAIR ANY EROSION AND PIPING HOLES 2 REMOVE SEDIMENT WHEN IT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH. 3. REPLACE SPILLWAY GRAVEL FACING IF CLOGGED. 4. INSPECT VEGETATION, AND RE -SEED IF NECESSARY. 5. CHECK THE SPILLWAY DEPTH PERIODICALLY TO ENSURE A MINIMUM OF 1.5 FT. DEPTH FROM THE LOWEST POINT OF THE SETTLED EMBANKMENT TO HIGHEST POINT OF THE SPILLWAY CREST, AND FILL ANY LOW AREAS TO MAINTAIN DESIGN ELEVATION. 6. PROMPTLY REPLACE ANY DISPLACED RIPRAP, BEING CAREFUL THAT NO STONES IN THE SPILLWAY ARE ABOVE DESIGN GRADE. 7. AFTER ALL DISTURBED AREAS HAVE BEEN STABILIZED, REMOVE THE STRUCTURE AND SEDIMENT, SMOOTH THE SITE TO BLEND WITH ADJOINING AREAS, AND STABILIZE. SANDBAG CURB INLET SEDIMENT BARRIER MAINTENANCE REQUIREMENTS 1. INSPECT FREQUENTLY FOR DAMAGE BY VEHICULAR TRAFFIC, AND REPAIR IF NECESSARY. 2. INSPECT AFTER EACH STORM EVENT. 3. REMOVE SEDIMENT, WITHOUT FLUSHING, WHEN IT REACHES HALF THE HEIGHT OF THE BARRIER. 4. DEPOSIT REMOVED SEDIMENT WHERE IT WILL NOT ENTER STORM DRAINS. BLOCK AND GRAVEL CURB INLET PROTECTION MAINTENANCE REQUIREMENTS 1. AFTER EACH STORM EVENT, REMOVE THE SEDIMENT AND REPLACE THE GRAVEL; REPLACE THE GEOTEXTILE FABRIC, IF USED. 2 PERIODICALLY REMOVE SEDIMENT AND TRACKED -ON SOIL FROM THE STREET, WITHOUT FLUSHING, TO REDUCE THE SEDIMENT LOAD ON THE CURB INLET PROTECTION. 3. INSPECT PERIODICALLY FOR DAMAGE AND REPAIR; KEEP GRATES FREE OF DEBRIS 4. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE GRAVEL., WIRE MESH, GEOTEXTILE FABRIC, AND ANY SEDIMENT, AND DISPOSE OF THEM PROPERLY. EROSION CONTROL BLANKET (SURFACE APPLIED) MAINTENANCE REQUIREMENTS 1. DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET. 2 IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING IT, ADD SOIL, RE -SEED THE AREA, AND RE-LAY AND STAPLE THE BLANKET. 3. AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS 1. INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE. 2 RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL 3. TOPDRESS WITH CLEAN STONE AS NEEDED. 4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN. 5. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. "J. 71 J'Yi1 OF po DATE: 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. © COPYRIGHTED BY THE SCHNEIDER CORP. (2001) f4lbI Schneider THE SCHNEIDER CORPORATION Historic Fort Harrision 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 12/19/01 3882.001 DRAWN BY: Z RDR SHEET TITLE. EROSION CONTROL DETAILS DRAWING FILES: S:\3k\3882\001\dwgs\C104 XREF: S:\3k\3882\001\dwgs\Titlel.dwg SHEET NO.: (C104 r � Ad O qd d Z � d z F-� DATE: PROJECT NO.: 12/19/01 3882.001 DRAWN BY: CHECKED BY: RDR SHEET TITLE. EROSION CONTROL DETAILS DRAWING FILES: S:\3k\3882\001\dwgs\C104 XREF: S:\3k\3882\001\dwgs\Titlel.dwg SHEET NO.: (C104 I , 1 S STOP SIGN INSTALLED IN HANDICAP, NO PARKING SIGN LANDSCAPE AREA INSTALLED IN PARKING LOT. I I HANDICAP LOCATIONS 2 -SIDED I I n WHERE STALLS FACING. II II II II II II 2' STEEL PIPE, ROUND OR SWARE, SET IN CONCRETE 6' STEEL PIPE FILLED W/ CONCRETE Z-0' MIN. TO CURB 11 M N M m II < MOWING EDGE U 5 A PAVING BASE 1..`; CONCRETE FOOTING o = L- .: CONCRETE FOOTING 10' 16' TRAFFIC SIGNAGE 14 NO SCALE C801 .....I :............-.-- - 11=11=11=11- ••!�•�ON 0 14 1 =11_11=11=' '•.•.•� � 1 •iii ' -V 0_V M"MUM g I.D. z AT PAWNENT GRADE Mir _Z FlMSH GRADE • V d Q - .Ad 25 yQj� ° ° ° O 24 D C 27 a A A ILZ • 4 o 38 z a a Md. 1:12' * . at] i 36 ' 1: 20 ° a A•• 44 15 StQPE ' ' ° TRANSVERSE JOINTS E -1M z SLQRE a . . N ° 4 a e a d►a :.A 4 AQ A a• d < A' A C .....I :............-.-- - 11=11=11=11- ••!�•�ON 0 14 1 =11_11=11=' '•.•.•� � 1 •iii ' I' 50'-0" BETWEEN EXPANSION JOINTS (MAX.) FIBER -REINFORCED CONC. (3000 PSI) CONCRETE SIDEWALK NOT TO SCALE SIDEWALK DETAIL 17 C801 CONCRETE 3000 PSI 1/2"r 3" OF TOP SOIL 1 1/2"r PAVEMENT ,a. \ \ \ -EXISTING E S G % %KFILL, ---GROUND �°ems,•••.• � \--- �� °P•0. :. 0 GRANULAR--� 0 a• o BACKFILL ° • + ° e 6" D • p ° O VARIABLE STRAIGHT CONCRETE CURB DETAIL TYPE V , 8 C801 v T(� .••v..a. r�VV• IJI'1JL • PREPARED SUBGRADE PER INDOT No. 201 TYPICAL PAVEMENT SECTION 19 C801 10' DIA. W �1 NOTE ALL STRIPES TO BE 4' PAINTED WHITE PAINTED HANDICAP 10 SYMBOL DETAIL c8o1 NO SCALE � Ae RESERVED PARKING YU ACM 6x6-W2.9xW2.9 wwf • O 00• O 0• o O• p O. o O• p O• o 0 • O °O • 000 • O O • p °O • o °O • O °O • O °O • O O • o • • o • o • o • O • o 6" CONCRETE PAVEMNT(4000 PSI) 6" GRANULAR FILL (#53) • PREPARED SUBGRADE PER INDOT No. 207 CONCRETE PAVEMENT SECTION s c8o2 TYPICAL UTILITY CROSSING 9 NO SCALE 0801 GREEN - ILLUMINATING TAPE (LETTERS) BLUE -ILLUMINATING TAPE (SYMBOL BLOCK) WHITE - ILLUMINATING TAPE (BACKGROUND) GREEN - ILLUMINATING TAPE (ARROW) GREEN - ILLUMINATING TAPE (BORDER) # 'VAN ACCESSIBLE' TO BE NOTED FOR SPACES DESIGNATED FOR THAT USE. HANDICAP PARKING SIGN DETAIL 1, NO SCALE GRADE - C801 (NEW OR EXISTING) TOP OF CURB �o•o'O •o•O•o•O•o• O• oO•e �0e••O••�e °O•e„e °• O°•e„o °O•e„o°• •• op• •I oO•o ° •Oe•a.. •pO •o °•O„ •o p•O, • •o•°oeo °,e0d oo o• •e°Oso•O•e•O•eo°O•„e0 o °°O OO O 0.0 • o O\ -a 0 0 000o0 o °O•o°O•o°O 1" SURFACE 3 1/2" BINDER 8" COMP. AGG. BASE (#53) PREPARED SUBGRADE PER INDOT No. 207 TYPICAL PAVEMENT SECTON (HEAVY DUTY) coGRADE VARIES /-(NEW OR EXISTING) 0 C PAVEMENT TRANSVERSE EXPANSION JOINTS TRANSVERSE EXPANSION JOINTS ****SEE D.O.T. STD. SHT. 12-03 FOR GENERAL NOTES CURB JOINT DETAIL 12 NO SCALE 0801 TT HANDICAPPED PARKING SIGN C801 SIDEWALK SIDEWALK 10 C801 4" WIDE 4" WIDE BLUE STRIPE 0 WHITE STRIPE F-2' -- 8' g' HANDICAPPED 5' HANDICAPPED TYP. TYP. 8' FOR VAN ACCESSIBLE HANDICAP PARKING STALLS 13 NO SCALE�� TYPICAL SWALE SEC110N21 0801 SANITARY SEWER BENCH SLOPE- 1/2" PER FOOT FLOW CHANNEL DETAIL 5 0801 WAVY DUTY 1A11PHME (INCHES) CAMG W/ SM- LID. g I.D. z o Mir _Z FlMSH GRADE I+6-►� 21 Cr LL 48 25 yQj� 48 W 24 Lz C 27 60 34 ILZ 60 38 z 5'-0" BETWEEN i 36 60 44 15 60511 TRANSVERSE JOINTS I' 50'-0" BETWEEN EXPANSION JOINTS (MAX.) FIBER -REINFORCED CONC. (3000 PSI) CONCRETE SIDEWALK NOT TO SCALE SIDEWALK DETAIL 17 C801 CONCRETE 3000 PSI 1/2"r 3" OF TOP SOIL 1 1/2"r PAVEMENT ,a. \ \ \ -EXISTING E S G % %KFILL, ---GROUND �°ems,•••.• � \--- �� °P•0. :. 0 GRANULAR--� 0 a• o BACKFILL ° • + ° e 6" D • p ° O VARIABLE STRAIGHT CONCRETE CURB DETAIL TYPE V , 8 C801 v T(� .••v..a. r�VV• IJI'1JL • PREPARED SUBGRADE PER INDOT No. 201 TYPICAL PAVEMENT SECTION 19 C801 10' DIA. W �1 NOTE ALL STRIPES TO BE 4' PAINTED WHITE PAINTED HANDICAP 10 SYMBOL DETAIL c8o1 NO SCALE � Ae RESERVED PARKING YU ACM 6x6-W2.9xW2.9 wwf • O 00• O 0• o O• p O. o O• p O• o 0 • O °O • 000 • O O • p °O • o °O • O °O • O °O • O O • o • • o • o • o • O • o 6" CONCRETE PAVEMNT(4000 PSI) 6" GRANULAR FILL (#53) • PREPARED SUBGRADE PER INDOT No. 207 CONCRETE PAVEMENT SECTION s c8o2 TYPICAL UTILITY CROSSING 9 NO SCALE 0801 GREEN - ILLUMINATING TAPE (LETTERS) BLUE -ILLUMINATING TAPE (SYMBOL BLOCK) WHITE - ILLUMINATING TAPE (BACKGROUND) GREEN - ILLUMINATING TAPE (ARROW) GREEN - ILLUMINATING TAPE (BORDER) # 'VAN ACCESSIBLE' TO BE NOTED FOR SPACES DESIGNATED FOR THAT USE. HANDICAP PARKING SIGN DETAIL 1, NO SCALE GRADE - C801 (NEW OR EXISTING) TOP OF CURB �o•o'O •o•O•o•O•o• O• oO•e �0e••O••�e °O•e„e °• O°•e„o °O•e„o°• •• op• •I oO•o ° •Oe•a.. •pO •o °•O„ •o p•O, • •o•°oeo °,e0d oo o• •e°Oso•O•e•O•eo°O•„e0 o °°O OO O 0.0 • o O\ -a 0 0 000o0 o °O•o°O•o°O 1" SURFACE 3 1/2" BINDER 8" COMP. AGG. BASE (#53) PREPARED SUBGRADE PER INDOT No. 207 TYPICAL PAVEMENT SECTON (HEAVY DUTY) coGRADE VARIES /-(NEW OR EXISTING) 0 C PAVEMENT TRANSVERSE EXPANSION JOINTS TRANSVERSE EXPANSION JOINTS ****SEE D.O.T. STD. SHT. 12-03 FOR GENERAL NOTES CURB JOINT DETAIL 12 NO SCALE 0801 TT HANDICAPPED PARKING SIGN C801 SIDEWALK SIDEWALK 10 C801 4" WIDE 4" WIDE BLUE STRIPE 0 WHITE STRIPE F-2' -- 8' g' HANDICAPPED 5' HANDICAPPED TYP. TYP. 8' FOR VAN ACCESSIBLE HANDICAP PARKING STALLS 13 NO SCALE�� TYPICAL SWALE SEC110N21 0801 SANITARY SEWER BENCH SLOPE- 1/2" PER FOOT FLOW CHANNEL DETAIL 5 0801 WAVY DUTY 1A11PHME (INCHES) CAMG W/ SM- LID. g I.D. NEENAH R -1974-A OR 12 APPROVED EWAL 18 FlMSH GRADE I+6-►� 21 18 48 25 •i• -.c CONCREIE COLLAR 48 90' 24 48 7t / WYE- 27 T.C. - r PIPE LONG RADIUS / SPRING LINE OF PIPE PLUG SANITARY SEWER LATERAL TYPICAL CLEANOUT DETAIL 3 AT—H PLUG C801 NO SCALE 22% 2Y PRECAST CONC. BOX PIPE 512E A 8 UP To 33 D+16 D+12 36 AND GREATER D + 24" D + 12' COMPACTED #8 CRUSHED STONE SEWER AS ` O PER PLAN D/4 OR 6" MIN. SANITARY SEWER TRENCH DETAIL 1 U L�OI� ' 000 — — — — IC�C70 GRADE STRAIGHT CURB & GUTTER NEENAH TYPE CASTING T.C. NO. R-3010 ASPHALT : a'.'. o0 •::: e.:: ::: :. OPENING o:.•A P v. • I 1 1 a 1 v 1 I I I B I I I DIMENSIONS (INCHES) A MAX g I.D. C (MIN) 12 36 18 15 36 21 18 48 25 21 48 28 24 48 31 27 60 34 30 60 38 33 60 36 60 44 42 60511 .o. •.e.•:.•:.'.'.•.•:.•.'::. ::.'.'b'.'.':.'.•::....:.. o .... 6 ..........e. :..............A..e.. n::.. ° Q...,...,..... , STANDARD REINFORCED CONC. BASE 6" "B" BORROW SPECIAL STRAIGHT CURB INLET 2 0801 x..... 6' ':":":_ " % STANDARD PROCTOR DENSITY ASTM D 2321) VAR PIPE SIZE RArI<FII I MATFRIAI - 0Zrr MnTr) I / 18" MA,' I I s.... T ' y:• ' . , : • r r-rrr-r-- 6" "B" BORROW AREA INLET �... ' ..' ., ►'.' •..:';� .' 3: •.•A:',, :;•�,.•.. •:.mow' .y'.� : ., 6" STRAIGHT CURB 6" STRAIGHT CURB 0801 EDGE OF PAVEMENT CURB TURN—OUT DETAIL 22 PAVEMENT C801 PLS wo 8 •e 0.•o 0.•o 0.•o INSTALLATTQN REQUIRED: • e O•o 0 o O•e O 0.7.70.•. 0.7.70.•. o O•o O e O•o O • EXTENDING 20' FROM STORM INLETS o • e •o ••0. ° o • e •o • e e•0.. e .70.7.•0. _Z WHERE SHOWN ON THE UTILITY & o • . '0'9 o•e o • e •o • 0 GRADING PLAN. a •o • e •o a •o • e •o s e•O.0 0.0.0.0 '0.•e°o o'0•e•a • PIPE MATERIAL PER INDIANA DEPT. OF • o •o • o o • e •o • e TRANSPORTATION SPECS. No. 718.02 a •o • o • e o •z o % ° WASHED 0.:a. .°:o o #8 GRAVEL 4" 4' 4" DIAM. PERFORATED MIN IN PLASTIC PIPE 4" PIPE UNDERDRAIN FROM STORM INLETS 0801 NO SCALE TRENCH AREA . •_ e. e. e. e. e, e. ,, e g. . 4'8%.' .9-9.9.9. 8.9.9-9.9-9.9. '9.9-00. • 8. 8. g'878% . 8. 8. 8. 8. 8. 8. 8. 8• CLASS III CLASS IV NEENAH TYPE CASTING NO. R-3405 (PAVEMENT AREA) D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O D 0 0 0 0 0 0 0 0 0 0 0 O• • """""'° ""'°"'•°•'•••• O. O•o• O. O•o• O. O. O. O. O.O 0..O. O• •O. O• o• e• .•. O. O•e• p,° r••• s s e • e .0.. a • e•• s e e••• e e e•• s••• °°°°°°° °°.O. °° °°°°°°°°°°°°°° O' • 0 o NO. R-3286-8 (CURB AREA) O. O. O. O' O. O. O. O O. O• O. O. O. O. O. O. O' O. O. O. 0 0 0 0 0 0 0 0 0 0 0 o e o 0 0 0 o e o 0 0 S• o• o• S• o• o• °• o• o• S• S• S• S• S• o• S• o• S• o• S• S• 8• 85% • S. o°o°o°o°o o°oOo°e o°o o°oOoR.R.0 0 0o°oOo°o°0 INITIAL BACKFILL C FILL NO COMPACTION 85% GRADE 1-1/2" #11 H.A.C. SURFACE XREF: S:\3k\3882\001\dwgs\Title1.dwg 4" #9 H.A.C. BINDER (2 LIFTS) 9" #53 COMPACTED STONE AGG. BASE • PREPARED SUBGRADE PER INDOT No. 207 TYPICAL PAVEMENT SECTION 21 (WITHIN RIGHT OF WAY ONLY) C801 C:> REQUIRED COMPACTION TABLE x..... 6' ':":":_ " % STANDARD PROCTOR DENSITY ASTM D 2321) VAR PIPE SIZE RArI<FII I MATFRIAI - 0Zrr MnTr) I / 18" MA,' I I s.... T ' y:• ' . , : • r r-rrr-r-- 6" "B" BORROW AREA INLET �... ' ..' ., ►'.' •..:';� .' 3: •.•A:',, :;•�,.•.. •:.mow' .y'.� : ., 6" STRAIGHT CURB 6" STRAIGHT CURB 0801 EDGE OF PAVEMENT CURB TURN—OUT DETAIL 22 PAVEMENT C801 PLS wo 8 •e 0.•o 0.•o 0.•o INSTALLATTQN REQUIRED: • e O•o 0 o O•e O 0.7.70.•. 0.7.70.•. o O•o O e O•o O • EXTENDING 20' FROM STORM INLETS o • e •o ••0. ° o • e •o • e e•0.. e .70.7.•0. _Z WHERE SHOWN ON THE UTILITY & o • . '0'9 o•e o • e •o • 0 GRADING PLAN. a •o • e •o a •o • e •o s e•O.0 0.0.0.0 '0.•e°o o'0•e•a • PIPE MATERIAL PER INDIANA DEPT. OF • o •o • o o • e •o • e TRANSPORTATION SPECS. No. 718.02 a •o • o • e o •z o % ° WASHED 0.:a. .°:o o #8 GRAVEL 4" 4' 4" DIAM. PERFORATED MIN IN PLASTIC PIPE 4" PIPE UNDERDRAIN FROM STORM INLETS 0801 NO SCALE TRENCH AREA CLASS I CLASS If CLASS III CLASS IV BEDDING FLAT SHOVEL 85% 907 UNDISTURBED BOTTOM HAUNCH 85% 909 NO INITIAL BACKFILL C FILL NO COMPACTION 85% 90% NO IVUIt: IF I;I_AJJ I MAItKIAL 15 UStD FUR BEDDING, IT MUST ALSO BE USED FOR HAUNCHING. 1/2 TRENCH DEPTH MIN. (GRANULAR MATERIAL TO `'•'''•''' 1 BE USED UNDER ALL '14, PAVED AREAS) 1' \�//�\\/j\; NOTE IL a- 4' 4' \\ BACKFILL MATERIAL MENT ��\//\ CLASS I, II, III, & IV \\ OF THE U.S.C.S. SOIL Z CLASSIFICATION LLI BEDDING SYSTEM. INITIAL BACKFILL AREA 12" MIN.- SPRING LINE OF PIPE No. 8 STONE 1. D. HAUNCHING AREA ' BEDDING AREA O.D. OF PIPE FOUNDATION 4 MIN.— No. 8 STONE 12" 12" (REQUIRED IN UNSTABLE SOIL) STORM SEWER TRENCH & PIPE EMBEDMENT DETAIL 4 C801 a . DATE 1-7-0 Z THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HERON 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. © COPYRIGHTED BY THE SCHNEIDER CORP.(2001) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrision 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE- PROJECT NO.: 12/19/01 3882.001 DRAWN BY: F14 RDR SHEET TITLE. GENERAL DETAILS DRAWING FILES: S:\3k\3882\001\dwgs\C801 XREF: S:\3k\3882\001\dwgs\Title1.dwg SHEET NO.: OW z C:> z L-4 E -1M z W U� r ✓ e—I DATE- PROJECT NO.: 12/19/01 3882.001 DRAWN BY: CHECKED BY: RDR SHEET TITLE. GENERAL DETAILS DRAWING FILES: S:\3k\3882\001\dwgs\C801 XREF: S:\3k\3882\001\dwgs\Title1.dwg SHEET NO.: r , , AL 4G1 DF GENERAL NOTES: 1. IN CASE OF DICREPANCIES BETWEEN THE PLAN AND THE PLANT LIST, THE PLAN SHALL DICTATE 2. ALL SHRUB PLANTING AREAS TO BE COVERED WITH 3" LAYER OF SHREDDED HARDWOOD BARK MULCH. ALL GROUND COVER BEDS SHALL BE COVERED WITH 2" SHREDDED HARDWOOD BARK MULCH. MULCH SHALL BE APPROVED BY LANDSCAPE ARCHITECT AND SHALL BE UNIFORM IN TEXTURE AND COLOR AND SHALL BE OBTAINED FROM SAWMILL OR LUMBERING OPERATIONS. NO UTILITYMULCH R PROCESSED TREE TRIMMINGS WILL BE ACCEPTED. 3. AN APPROVED PRE -EMERGENT HERBICIDE SHALL BE APPLIED IN ALL PLANTING BEDS AT A RATE SPECIFIED BY MANUFACTURER FOR EACH PLANT VARIETY. 4. FINAL PLACEMENT OF PLANT MATERIALS, ETC. SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS ARE TO PROCEED. ALL TREE LOCATIONS SHALL BE MARKED WITH A WOOD STAKE INDICATING VARIETY AND SIZE OF TREE. ALL GROUND COVER AND PLANTING BED LINES SHALL BE MARKED WITH HIGHLY VISIBLE PAINT LINES WITH OCCASIONAL WOOD STAKES FOR REFERENCE. ALL STAKES SHALL BE REMOVED FOLLOWING PLANTING OPERATIONS. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ADJUST PLANT LOCATIONS ON THE SITE. 5. NO SUBSIITUTIONS OF PLANT MATERIALS WILL BE ALLOWED. IF PLANTS ARE NOT AVAILABLE, THE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT PRIOR TO BIDDING IN WIRTING. ALL PLANTS SHALL BE INSPECTED AND TAGGED WITH PROJECT I.D. AT NURSERY R CONTRACTORS OPERATIONS PRIOR TO MOVING TO JOB SITE. PLANTS MAY BE INSPECTED AND APPROVED R REJECTED ON THE JOB SITE BY THE LANDSCAPE ARCHITECT,. 6. ALL PLANTS SHALL MEET OR EXCEED AMERICAN STANDARDS FOR NURSERY STOCK, 1996 EDITION, AS SET FORTH BY AMERICAN ASSOCIATION OF NURSERYMEN. 7. PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WILL NOT CONFLICT WITH CONSTRUCTION OPERATIONS AND AS DIRECTED BY LANDSCAPE ARCHITECT. 8. ALL LANDSCAPE PLANTINGS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT. AT END OF THIS PERIOD, PLANT MATERIAL TERMED DEAD OR UNSATISFACTORY BY LANDSCAPE ARCHITECT SHALL BE REPLACED AT NO ADDITIONAL CHARGE BY THE LANDSCAPE CONTRACTOR. 9. LAWNS SHALL BE SEEDED FOLLOWING SCARIFYING, FINAL GRADING, FERTILIZING, AND RAKING. LAWN SHALL BE FERTILIZED WITH 8-24-10 ANALYSIS FERTILIZER AT A RATE OF 10LBS PER 100S.F. AND LIME APPLIED AS DICTATED BY SOILS TEST PRIOR TO SEEDING, LAWNS TO BE SEEDED WITH MECHANICAL SPREDDER AT A RATE OF 5LBS PER 1000SF. APPLY SEED 1/2 ONE DIRECTION AND 1/2 PERPENDICULAR TO THE FIRST. LIGHTLY RAKE, ROLL WITH 200 LBS ROLLER AND APPLY HYDROMULCH AFTER SEEDING. 10. THE LANDSCAPE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES THAT MAY BE REQUIRED FOR HIS POR11ON OF THE WORK. 11. PEATMOSS TO BE USED ON PROJECT SHALL BE DOMESTIC OR IMPORTED MATERIAL., CHOCOLATE BROWN IN COLOR AND COMPOSED OF PARTIALLY DECOMPOSED VEGETABLE MATERIAL PEAT MOSS TO BE MILDLY ACIDIC IN CHARACTER AND SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT. 12. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IN WRITING PRIOR TO BID DATE OF ANY PLANTS HE/SHE FEELS MAY NOT SURVIVE IN LOCATIONS AS NOTED ON THE PLANS. 13. ALL DISTURBED LAWN AREAS SHALL BE SEEDED AS NOTED. PERMANENT SEEDED LAWNS SHALL BE SEED MIX AS APPROVED BY LANDSCAPE ARCHITECT. SEED MIX SHALL CONSIST OF 34 POUNDS WABASH OR BARON KENTUCKY BLUEGRASS, 20 POUNDS PARK KENTUCKY BLUEGRASS, 20 POUNDS PENNLAWN FESCUE AND 26 POUNDS CERTIFIED FINE BLADED PERENNIAL RYEGRASS. 14. ALL LAWNS SHALL BE GUARANTEED TO HAVE A FULL UNIFORM STAND OF ACCEPTABLE GRASS AT THE END OF THE ONE YEAR GUARANTEE PERIOD WITH NO BARE SPOTS COMPRISING MORE THAN 2% OF ANY LAWN AREA. ANY AREA SO NOTED WILL BE SEEDED UNTIL AN ACCEPTABLE STAND OF GRASS IS ESTABLISHED. 15. ALL LANDSCAPE PLANTINGS TO BE MAINTAINED BY CONTRACTOR FOR 60 DAYS FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT. ALL SEEDED LAWNS SHALL BE MAINTAINED FOR 60 DAYS FOLLOWING FINAL INSPECTION BY LANDSCAPE ARCHITECT AFTER WRITTEN REQUEST FROM THE LANDSCAPE CONTRACTOR. MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATING, MULCHING, MOWING, AND ALL OTHER NECESSARY OPERATIONS REQUIRED FOR PROPER ESTABLISHMENT OF LAWNS AND PLANTINGS 16. CONTRACTOR TO SUBMIT UNIT PRICES ON EVERY TYPE OF WORK AS REQUIRED BY LANDSCAPE ARCHITECT. 17. ALL LAWN AREAS WITHIN LAWN LIMIT LINES TO RECEIVE 6' APPROVED TOPSOIL PRIOR TO SEEDING OPERATIONS. 18. BACKFILL FOR TREE AND SHRUB PLANTINGS SHALL BE FROM EXISTING SOILS. A 5-10-5 ANALYSIS SLOW RELEASE FERTILIZER SHALL BE INCORPORATED INTO BACKFILL AT APPROVED RATES. 19. ALL INSTALLED PLANTINGS SHALL BE APPROPRIATELY WATERED FOR A MINIMUM PERIOD OF ONE YEAR TO ALLOW FOR THEIR ESTABLISHMENT. PLANT SCHEDULE KEY BOTANICAL NAME COMMON NAME QTY. SIZE COND. REMARKS AC Abies concolor White Fir 9 8' B & B XREF- REF: AM Aronia melanocarpa Black Chokeberr 10 24" B & B O AS Acer sacharrum 'Green Mountain' Green Mountain Sugar Maple 3 3" B & B CC Cercis conadensis Redbud 1 2" B & B d FA Fraxinus americana 'Autumn Applause' Autumn Applause Ash 9 3" B & B � FP Fraxinus pennsyl vanico 'Cimmzom' Cimmoron Ash 4 3" B & B GD G nocladus dioicus Kentuck Coffee Tree 3 3" B & B JC Juniperus chinensis 'Armstrongii' ArmstrongJuniper 17 24" B & B MP Mica pensylvnnica Northern Bayberry 10 24" B & B MR Malus 'Red Jewel' Red Jewel Crobap le 2 2" B & B Sino patula 'Miss Kim' Miss Kim Lilac 14 24" B & B S in a reticulata 'Ivor Silk' Ivor Silk Tree Lilac 3 2" B & B Tlia cordata 'Greenspire' Greenspire Linden 6 3" B & B R Tow x media 'Chadwick' Chadwick Yew 38 24" B & B Viburnum carlesii Korean Spice Viburnum 8 30" B & B Viburnum x ' ddh Judd Viburnum 5 30" B & B Wei elo florido 'Pink Princess' Pink Princess Wei elio 11 24" B & B SAUCER NOTE LOCATE 1 STAKE DIRECTLY SOUTHWEST OF TREE TRUNK PLAN METAL STAKE (TYP. OF 3) MULCH 2 PLY HOSE TREE TREE STAKING DETAIL 3 10 SCALE: NOT TO SCALE REMOVE ANY TWINE OR SYNTF'^'^ TAPES FROM SHRUB TRUNK REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL 3' SAUCER FILLED WITH SHR BARK MULCH EXTENDED 6' F BACKFILL WITH A MIXTURE a 50% TOPSOIL, 25% ORGANIC COMPOST AND 25% PEAT MO SHRUB DETAIL 1 SCALE: NOT TO SCALE WEED BARRIER FINISH GRADE DOSTING SUBSOIL R )OMPACTED BACKFILL NOTE: ROOT FLARES TO BE PLANTED AT R SLIGHTLY ABOVE GRADE HOLEY MOLEY SAYS "DON'T DIG BLIND — ®— BIT'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 11 INST THE LAW TO EXCAVATE ASSUMED NORTH WITHOUT ANOTIFYING THE UNDERGROUND SCALE. 1 30 DAYS LOCAnBEF BEFOREON COMMENCINGCOMMVICE EN NG WORKING � DE t o S�� LEADER SHOULD NOT BE CUT OR DAMAGED 2 PLY HOSE TO SHEATH WIRE GALVANIZED TWISTED WIRE METAL STAKES - LENGTH VARIES (TYP. OF 3) 3' SHREDDED GRADE 'A' HARDWOOD BARK MULCH EXTENDED 6' BEYOND TREE PIT - DO NOT COVER TREE TRUNK WITH MULCH 3' SOIL SAUCER FINISH GRADE REMOVE ANY TWINE OR SYNTHETIC TAPES REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL OR WIRE BASKET (IF APPLICABLE) EXCAVATE HOLE MINIMUM OF 12' LARGER THAN ROOTBALL - BACKFILL WITH A MINIMUM OF 24' OF TOPSOIL COMPACTED TOPSOIL (TO PREVENT SETTLING) NOTE: ROOT FLARES TO BE PLANTED AT R SLIGHTLY ABOVE GRADE GUY WIRES, HOSE AND STAKES TO BE REMOVED ONE YEAR AFTER PLANTING CIDUOUS TREE DETAIL ALE: NOT TO SCALE LEADER SHOULD NOT BE CUT R DAMAGED 2 PLY HOSE TO SHEATH WIRE GALVANIZED TWISTED WIRE METAL STAKES - LENGTH VARIES (TYP. OF 3) REMOVE ONE YEAR AFTER INSTALLATION 3' SHREDDED GRADE 'A' HARDWOOD BARK MULCH EXTENDED 6' BEYOND TREE PIT - DO NOT COVER TREE TRUNK WITH MULCH 3' SOIL SAUCER FINISH GRADE REMOVE ANY TWINE R SYNTHETIC TAPES REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL OR WIRE BASKET (IF APPLICABLE) EXCAVATE HOLE MINIMUM OF 12' LARGER THAN ROOTBALL - BACKFILL WITH A MINIMUM OF 24' OF TOPSOIL COMPACTED TOPSOIL (TO PREVENT SETTLING) SECTION NOTE: ROOT FLARES TO BE PLANTED AT R SLIGHTLY ABOVE GRADE GUY WIRES, HOSE AND STAKES TO BE REMOVED ONE YEAR AFTER PLANTING EVERGREEN TREE DETAIL SCALE: NOT TO SCALE DATE: 19 "vZ 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. © COPYRIGHTED BY THE SCHNEIDER CORP. (2001) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 12/19/01 3882.001 DRAWN BY: CHECKED BY: MSO SHEET nTLE: LANDSCAPE F—� DRAWING FILES: S:\3K\3882\001\DWGS\C102 XREF- REF: XREF: XREF.- �-+ w ~ d O wLI z z O z z d d z z w � ri DATE: PROJECT NO.: 12/19/01 3882.001 DRAWN BY: CHECKED BY: MSO SHEET nTLE: LANDSCAPE PLAN DRAWING FILES: S:\3K\3882\001\DWGS\C102 XREF- REF: XREF: XREF.- SHEET NO.: SHEET len(an .y :y 0 , I I f yN' Nr yr /yN rN� PARK MEADOWS �N� f ' y/N /N ham. OA / r` - fi�m ✓ OAP 0 w oA �J oA ca �4r o 02PI i h/ IS�E�D BUILDING oA U FW 1 t05 o / IF of swALE o 1.ol c 13 02 01 U 0.0 oA 6 01 0.0 0.0 a ai 0A 0.0 0. DEPRESSED CURB *02 0.1 a0 0.9 0, 01 0.0 0.0 NOTES /01 U 0.0 1. All luminaires pole mounted at 22' - 6" a.f.g. 2. Readings shown are maintained horizontal illuminance at grade. O ` •. ti_ A— OA O.0 oA 0.0 0.0 0.0 OA 0A STATISTICS Description Avg Max Min Max/Min Avg/Min PARKING 2.5 fc 8.4 fc 0.2 fc 42.0:1 12.4:1 SPILL 0.1 fc 1.7 fc 0.0 fc N / A N / A i ASSUMED NORTH SCALE: 1 "= 30" HOLEY MOLEY SAYS tt DON'T DIG BLIND *IT'S THE LAW" CALL 2 WORIONG 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) WORI(ING DAYS BEFORE COMMENCING WORK. vi 0 On DATE: 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. © COPYRIGHTED BY THE SCHNEIDER CORP.(2001) .%hneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schnaidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *LIS Home Builder Services Interior Design an Surveying Landscape Architecture Transportation Engineering i J i Z W � r O w L� w � ^ M e—i i J i