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HomeMy WebLinkAbout04080230 Building PlansCD o 0 ;a 3 LM Ln 0 0 Ln CU 0 Q 0 v 0 0 cv NEW FIBERGLASS SHINGLES NEW ALUMINUM GUTTER c 0 0 0 i� r12 FIELD VERIIFY FILL-IN AREA BELOW NEW WINDOWS -v l� WITH SALVAGED EXIST.SIDING NEW CASEMENT COMBINATION WINDOWS WITH COMBINATION TRANSOM ABOVE NEW 3'x7' INSUL. H.M. DOOR 12 \ I FIELD VERIFY EXISTING DROP BOX EXISTING ENTRY DOOR 3 NORTH ELEVATION A1.1 (ALTERNATE BID: PAINT ALL NEW AND EXISTING SIDING) NEW CONSTRUCTION — EXISTING CONSTRUCTION NEW ROOF STRUCTURE EXISTING ROOF STRUCTURE MATCH EXISTING HEIGHT AND ROOF PITCH NEW FIBERGLASS SHINGLES NEW DRAFT STOP IN ATTIC r NEW EXTERIOR WALL PACK LIGHT NEW0 H. DOOR 0 I I I � NEWO1H0' DOOR 0 I) I (( NEW O1H. DOOR 0 ll NEW FIBERGLASS SHINGLES RELOCATED DO RD _�I ALL NEW VERTICAL METAL BUILDING SIDING ON THIS FACADE 2 EAST ELEVATION A1.1 (ALTERNATE BID: PAINT ALL NEW AND EXISTING SIDING) NEW ALUMINUM GUTTER EXISTING VERTICAL METAL BUILDING SIDING THIS FACADE TO REMAIN NEW ALL EXISTING CONSTRUCTION---) NEW CONSTRUCTION EXISTING ROOF STRUCTURE NEW ROOF STRUCTURE O MATCH EXISTING HEIGHT NEW ATTIC ROOF VENTS TYP. AND ROOF PITCH 1 PER 300 SQ. FT. AS PER CODE TEAR OFF EXISTING ROOFINGNEW I DRAFT STOP ON EXISTING ROOF AREA /_ IN ATTIC NEW FIBERGLASS SHINGLES THRU WALL AIR EXIST. GAS METER -j EXISTING VERTICAL METAL BUILDING CONDITIONER TO REMAIN EXIST. 3'x7' DOOR SIDING THIS FACADE TO REMAIN BACK TO END OF ORIGINAL CONSTRUCTION TO REMAIN- PAINT TEAR OFF EXISTING ROOFING ON EXISTING ROOF AREA r- NEW FIBERGLASS SHINGLES IIO.H. O.H. RELOCATED DOOR I 10'-0" NEW ALUMINUM GUTTERS AND DOWNSPOUTS (DOWNSPOUTS NOT INDICATED FOR CLARITY) �O O NEW 4" CONC. FILLED STEEL BOLLARD POSTS TYP. 1.Irw rVTrr)I/lf] wAI I r1LL I'IL11 YLI\IIVr1L IVILI11L UVILVI11V JIVII\V VI\ III[,) I /lVML/L 5SOUTH ELEVATION A1.1 (ALTERNATE BID: PAINT ALL NEW AND EXISTING SIDING) NEW FIBERGLASS SHINGLES I _ - NEW ALUMINUM GUTTERS AND DOWNSPOUTS (DOWNSPOUTS NOT INDICATED FOR CLARITY) NEW VERTICAL METAL BUILDING SIDING O NIC O O CHECKED BY U U PLOT SCALE In fn I RELOCATED U U ELOCATED W 0? 00 cr_ TO MATCH EXISTING VERTICAL METAL SIDING FROM EXISTING CONSTRUCTION � U FFIO.H. Q J Q rj) L � D W ACROSS TO NEW CONSTRUCTION O r LLl O.H. DOOR ® DOOR Q ' Ln_U RELOCATED METER HEAD 10'-0" NEW 4" CONC. FILLED AND INCOMING POWER STEEL BOLLARD POSTS CONDUIT 4 WEST ELEVATION A1.1 1/8" = V-0" (ALTERNATE BID: PAINT ALL NEW AND EXISTING SIDING) INUM GUTTER p1iY'fNi r 4 rr +d co1► misslos A "e.wom" - CERTIFIED BY I E I✓ O NIC O O CHECKED BY U U PLOT SCALE In fn Q CLQ U U Q W 0? 00 cr_ t � U U Q J Q rj) L � D W 3: W O r LLl O 0 Z ® Lo I� Q W Ln_U M � � AO 0L_ 0 I N cn ncr_ r� 3 N > � 3 m • w \ vCc.. in d w O N z a' o � o N 1 00 n I N Ln r,- O � 1� > O N�M� v a c J - I a m a_ LL Z DRAWN BY O NIC O CHECKED BY KAS PLOT SCALE I— Q CLQ 25A5.1 Q W 00 cr_ o N Z Q J Q rj) U D W 3: W O r LLl O 0 Z ® Lo I� Q W Q °C O AO 0L_ 0 ncr_ z DRAWN BY NIC O CHECKED BY KAS PLOT SCALE I— [NAME 25A5.1 D n U W 0 m w d O z SHEET NO. A5.1 SHEET OF I DRAWN BY NIC CHECKED BY KAS PLOT SCALE [NAME 25A5.1 D EXTERIOVATIONS SHEET NO. A5.1 SHEET OF I ._ ■ -01 u RETRACEMENT D E S C R I P T 10 N LEGEND ®+ = EXIST. ARE HYDRANT LOTS #238, #239, #240, AND #241 IN WM• WV. = EXIST. WATER METER/VALVE ORIN JESSUP LAND COMPANY ORIGINAL 8 = EXIST. SIGN NORTH LINE NW 1/4 PLAT OF HOME PLACE IN HAMILTON 0 = EXIST. MONITOR WELL r S + 040.000 "A" SEC. 12, TI 7N, R3E - s + oso.Doo "a' s8ss7'5s"E 2658.se' s + 080.000 "a- , 5 + 100.00a "A° - - - COUNTY INDIANA, AS PER PLAT THEREOF - .� 5 + 120.000 "A'• • EXIST. IRON PIN & OR PK (SEI'/FOUND) _ RECORDED IN DEED RECORD 103, PAGES EXIST, GAS METER �106TH STREET" ~- - 11 AND 12 IN THE OFFICE OF THE 845 r _.--- T .. > m sm ° er ommLa s,Y r l sre s.m A Y o u) if3 WATER LINE n TR " na.an ° IxI = EXIST. GAS VALVE e>s.,eu _ ! _�: RECORDER OF HAMILTON COUNTY, INDIANA. Iry Feas.�a T WV x'.A76.lS i d •v My N ��025 - _ _3 12 ® EXIST. STORM INLET TOGETHER WITH THE NORTH ONE HALF OF 17-1 O = EXIST. STORM/SAN./TELE. MANHOLE TA AL. TA) _A) _A)° rA> 1x Ria a> ) TA � TA o) A tA) tar omm) R20.0 E� SO NAV (910THE VACATED ALLEY ADJOINING THE .SOUTH R10.0' =E c ux ,p. O - EXIST. ELECTRIC METER °R9_ END OF THE ABOVE DESCRIBED LOTS IN Tyr on ms) Ez.G f{ (er, ai. "„ 1 SAID ORIN JESSUP LAND COMPANY PLAT = EXIST, POWER POLE 2 LOT 239 OT 24&o L'(�j•'4)1¢;t:: n = i SRPSn1R/n OF HOME PLACE. EXIST. GUY ANCHOR - _ E(N E A) El AJ - - �lA . . 1'r'e�7••�, _ oat ''.'' �.• ' J� , : irk EXIS NQ tD11- _ QT EXIST. TELEPHONE PEDESTAL oE�LERcirnrc '} STREET PIO.w. O - EXIST. MANHOLE SITE BENCHMARK CO = EXIST. CLEANOUT WATER METER -� IRON PIN AT WOHE :.ENGINEERS OFFICE EXIST. SANITARY SEWER `UNE s{3� EXISTING FRAME BUILDING (10505 NORTH COLLEGE AVENUE). -- _ EXIST. STORM SEWER LINE EXISTIMG METAL BUlLDlNGM � / eh XfSPUNG 16'R/w d' 8UILI�NG •'' ELEVATION BY GPS 842.64' (NAVD88) 892' - EXIST. CONTOURS i F -84,09 ,09GAS ME ME PIPE END SECTION - - - = RIGHT-OF-WAY UNE FACE OF BUILDING 5 75' STATUTORY EASEMEN (:y'c"5.r 1, ----------- _ I � ' , _�C. 2 :�""�'• PROPOSED SANITARY SEWER UNE DEMOLITION NOTES: = PROPOSED STORM SEWER UNE STM = PROPOSED 6" HDPE ROOF DRAIN ' 1 REMOVE PAVING MATERIAL TO SUBGRADE ® - PROPOSED PIPE BOLLARD Q _ PROJECT LOCATION PROPOSED MANHOLE 1 75.0' ASPHALT2 I REMOVE ALL STRUCTURES AND CONCRETE FROM - - PROPOSED CONTOURS 4 .... ALLEY s� PROPOSED BUILDING LOCATION AS REQUIRED TO _ AREA M A P PROPOSED ELEVATION 42" BELOW FINISHED FLOOR ELEVATION DRAINAGE FLOW ARROW t 6 r \� 3 RELOCATE UTILITIES AS REQUIRED. COORDINATE W = WATER LINE - }' s°3�-~ �•s WITH SERVICE PROVIDER AND ARCHITECTURAL GAS = GAS UNE _ TELU ONE PED131 AL r ` ' ::•*"':'� �� j DRAWINGS FOR NEW LOCATION ...-.-.-.,•��.•,. �•;• .•. ,, F.F.E.F.F.E, FINISH FLOOR ELEVATION TC = TOP OF (MANHOLE / INLET) CASTING EtAi-_�� � T .�- mTo•sr• _ T.C. ELEVATION .* -- Nt (A) tT1 -E( '- E(A) ,A,- tA, ___Etn,- - t> _. _Etn, INV - INVERT BOTTOM ELEVATION OF MANHOLE: INLET UTILITY POL E IC DROP"- ° _ _ _ __ ____ _- "_ •, ___ __ _- _._ LIMITS OF NEW BUILDING = REINFORCED CON PI ( / ) COPE 1/4'�(,,-NEENAH R -3286-8V __ 4 RCP E RCED (BOTTOM) PE S - ..- - TSM {MAGET 2' UP ON ",E .,,, a ' N. W. SJ - 843.22' r �" na x` x x x T x x x x nowrQ %"�"""' r EX. YARD DRAIN O REMOVE GUARDRAIL CMP - CORRUGATED METAL PIPE 64z TC= 841.01 1/2 OF 16' ALLEY VACATED F/L= 835.0 PER D.R. 147, P. 274 PVC POLYVINYL CHLORIDE PIPE FACE OF BUILDING CHAIN UNK FENCE ° 6' 'REMOVE STORAGE SHED 1,. STR. STRUCTURE Vie„ svp SCALE: 1" = 30' PUT GRATE M.E.G. _ MATCH EXISTING GRADE NEENAH R-4342 v � TC -842.30 SSD SUB -SURFACE DRAINAGE 11 ARD y STANDMANHOLE TOC = TOP OF CURB qe� oy` #2 STONE 42 6- CONCRETE APRON TOP ELEV. 610 ELEv=64,.00 GUT = GUTTER v. PAVEMENT 15 30 60 EXISTING SITE AND DEMOLITION PLAN OUL = OVERHEAD UTILITY UNE � _ - _ T = OVERHEAD TELEPHONE': _ w -I 4eo 24" S0. 6• 6 a DIRECTION OF FLAW TBM TEMPORARY BENCHMARK ¢ III INDOT TYDQx A 9 6" (TYP.) N WV - WATER VALVE > 1"-H.A.C. #11 SURFACE � -I • e 've =� I- - -I =_=111= 4 I II NOTE:' I=I 2"-H.A.C. #8 BINDER 2- OVERLAY aD � `I I {'^III TOPSOIL � III_ -11 1 �PSOIL a 12"0 PIPE III ' v-• - PAVEMENT > VAR. PIPE SIZE EXISTING EXISTING 4'-153 STONE �- " ` _I' GROUND MANHOLE STEPS SHALL BE POLYPROPYLENE, POLYPROPYLENE -COATED STEEL. REINFORCING OR _ +•':•i;, • • "ta "- I I_ -I GROUND F1EV.=836.90 n 6-0 PIPE -I I Ex. PAVEMENT - I' 1 E1Ev.=e37.DD AN APPROVED NON --CORROSIVE FIBERGLASS MATERIAL. THE COPOLYMER POLYPROPYLENE - P 18" MAX. STRAIGHT CONNECT "' • �� � III --I � 15" MAX. SKEW/CORNER j I'EARTH 22 �' 22" 6" THICK LAYER SHALL MEET THE REQUIREMENTS OF ASTM D-4101 REINFORCED WITH DEFORMED 3/8" MIN. c e e• _• _BACKFILL". KFlLL /9 CRUSHED STONE DIAMETER REINFORCING STEEL CONFORMING TO THE REQUIREMENTS OF ASTM A-615, GRADE 4"-�J2 STONE !� L.. , SETTING BED <' 60. NON -COATED CAST IRON STEPS ARE ' NOT ACCEPTABLE. -I n=TI= ELEv.=s3s.oDt _ L I I I ,. I I I , �0�0° COMPACTED SUBGRADE IJII!' •-9 IIIIi' EX. 6" DRAIN TILE ASPHALT PAVING SECTION -1`7 60"02" 1.�--_! --- - �"D �s'1NG 1� �,T SATE CURB INLET TYPE "A" ON 6" OFE#2� TC,s842-10 OUTLET STRUCTURE 69"x72" PRECAST CONCRETE BOX NO SCALE) STONE ("° SCALE) CURRSTRUCTURE 704 (MIN. 8' 6" DETAIL Yp M 10 { NORTH LINE NW 1/4 (N0' (NO SCALE} PARKIR GD 5 + 040.000 '"A" 5 + 060.000 "A" SEC. 12, 717N, R3E THIS SIGN TYPICAL AT � ' �) ALL ACCESSIBLE PARKING 5 t 080.000 "A " glREcnoN of PLayw, SPAC5 r - - - - - S88'57'S8"E 2668.9&' � 5 + 100.000 A„ 5 + 120.000 A" - - - - j - EMERGENCY ---hi-- OVERFIOW 3" ORIFICE 845 106TH STR�E' --- - - - - - _ - - - ELEV.--840.OD STM SYR 59 BY OTHER) i E9.EVo837:35 57M SIR 0 BY OTHER��' MANHOLE STM 5 2 6Y R)�--'THIS SIGN TYPICAL AT p� ALL VAN ACCESSIBLE VAN 12" X b• STM STR 3 (BY OTHER) TC= 1G" WA TER LINE 36.0 PIPE '�' ' 12"A PIPE PMNNc SPACES CESSIBLE t e TC=844.33 TC= 04 STM STA A6 (BY OTHER} `,' N.V-N=848j5v---v v v v- v v ---v v -v v W HOLE INV E=635.95 Pia V Af•636.40 - •�a I L 7C=843.42 PENATY SIGN WITH - 12' x 9' INV W=035.74 0.' !NV 6.15 0. ^f' •)11 INV E=839.02 6" THICK LAYER WORDING AS REQUIRED CRUSHED STONE a BY STATE OR LOCAL LAW x �'� • Ia �. .� INV N=837.45 SETTING BED I(A) �(AL TtA) T(A> T<A) < s 3 T[AI T( ---•-•c- > TK TCA-)�+--_� 71V:, S INV W=837.20 _ I TCA) -- _ EX. 15 RiFA BY OTN - N) T(A)----T(A) na�� T ' • - I 1 dca) V'-CFVNNI x , 6 POST (2-IGe. R e° m . SifWALK. (BY OTHER} ' RL°. a,' EX $ tY LY[Y.'=.t :F' b•HfAR EXW STM SIR 700 Ex CURB - rbc n it ' '-- - _- _. ^ E _ .. , } PWITHOS GN.Vµ®2CAPD SET 1A2 LONG POSP ELEVATION II 26.0 BEEHIV 7 12 W- ''� 3.5' INTO GROUND. Tc=842.45 (BY OTr1E.4S) I. �:IekB ca • *•+?,) . II o INV=837.75 \ SOLD CASTING FLAT GRATE I 1 CURB BY OTHERS NEENAH R-1772 NEENAH R-3405 3 I ! ) x� 3 - 30.0 \ TC -842.10 TC -842.10 STOPS AT R/W 15.9' _ ,2' I I 7 1 ti I I tA, - .-•�-�••ec E ta, E.a: - - E�.n -1' -- - ra r r.:� . - i �o. ) 60"x72" PRECAST I I CON EVU--j F(A, -E<N EtA,-- ) 10' 6" HDPE f __ :.:.• ---'' OF CONCRETE - - � •-_ -an„, (MIN. ?�) SLOPE TOP A, -.-- 89 1D'S7"' - - is ° TOP ELEV. 342.10 I I _ •4 �''y SETBrCX� �a�'s"• EXISTING 10&TH ;. a cRouNo/PA+1NG OVERHEAD 1 INV=6a3.os _ INV=aa2. s - ' 14 STREET R)O.W. ELE�=a4t.eD ELEvo641.66 SURFACE ELECTRIC 14 EMERGENCY I I \���i, 4 .i 19 3500 P.S.I. I I ° '�\�\ ' v 7.6• \ } PRECAST STEPS FLAW P.C. CONCRETE .. _ % 0 21, WATER METER BEYOND Eckv.-a4D,aD P,1 / \ t ' 1 I I \ !\\• \ \ AC.CE55 ISLE t -.0 :_. - ''I STM STP �t701 I O a 13. M xm�--+-•-�- ( :.U2B INLET i 'BA3. � NEENAH R -3286-8V 12"o PIPE - 36"0 PIPE •-� ,' o \ \ \ \ �. T,41126o ;'` EXISTING FR. GUTI'ETt�642.10 EXISTING METAL BUILDING EXISTING Nv><s37,6o 0� / ElEv.437.35METAL D X16' R/w FFE L BUILDING ° \\\ �\ , �� \ �\ \`,! '`, '� II 'ADA' SIGN MOUNT DETAIL 1 \ \ 1\ V ' 3" ORIFICE (NO SCALE) \,\ \ O \\ \\ \ \ \ }__ . ., Vit. . _ _ 8" THICK LAYER ELEV-837.35 jT \ �1•0 I¢9 CRUSHED STONE JSETTING BED 0 TYP.., ? 1 ACTION PROPOSED OVERLAY R3.O' q� 75 A�Tt7\T Y \, \ \ �\ ' .� `, -- 15.0' FACE OF BUILDING - \ �•-=r ' °Y T \ i ;e TRANSITION IXISTINr PAVEMENT LLG C. it .9e \ t\S \'\ O "- SOLID CASTING WEOGE/LEVEUNG COURSE 1 d .oe ' ' �. !1 S x ¢`� 12"r PIPE NEENAH R1-.1772 xPo 21.2 x°'` TC -842.19 FIAT GRATE �9 \ xeJ'' 4- x , 3" ORIFICE ' �EE�NN412 R-3405 3405 ------- -. 81.4' 20.0 637.35 PROPOSED BUILDING 62 5 5.5' I ADDITION ��-. _ TYP.;. <• .. ' q; J/y` GRIND EXISTING J '� _ ' PAVEMENT TO 1' DEPTH. I FFE- 8 .09 36.1' / :, .' ' 75'0 ' 1 - -y -- - - PLAN NOTES: OVERLAY EDGE TRANSITION 51.0' ' `(NO SC&Ej ASPHALT &' { (D6" CONCRETE. CURB (TYP.) ALLEY 1 111 36"t PIPE GENERAL NOTES: ■ 1) THE CONTRACTOR SHALL BE RESPONSIBLE FOR H OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE o CITY, COUNTY, AND STATE AGENCIES PRIOR TO°O -Coll U 00 STARTING CONSTRUCTION. d d �00 cW�, w wvyCNI ¢ 2) IT SHALL BE THE CONTRACTORS RESPONSIBILITY ¢ Cn TO DETERMINE TH� EXACT LOCATION OF ALL Sv_Tw o EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING o CONSTRUCTION V•1 ,.y 3) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH ALL RESPECTIVE UTILITIES. _ 4) ALL QUANTITIES GIVEN ON THESE PRINTS, � VERBALLY OR IN THE SCOPE OF WORK SECTION O ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. > 5 OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA S ARDS FOR--' � 3• z�z � � EXCAVATIONS- FINAL' f 6, SUBx C� PAR" 1.I sN� o � x EXCEED jA � �I ouc + � +(qns w SpQO� 1 u` W i0 A IM a�U�.l1�) - n�� A 6) IN AR[Tiil,� 1 u> l�E'EIIING TWENTY W (20) FEET, REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED � v PROFESSIONAL ENGINEER. 7) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY N o 0 CONTROL THROUGHOUT THIS PROJECT. Z( wCi o N E-• Cz7 Z O fJ.l z d- 8) TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS, 9) ANY FIELD TILES ENCOUNTERED DURING w EXCAVATION SHALL BE REPAIRED AND CONNECTED Q TO NEW STORM SEWERS AND POSITIVE DRAINAGE PRESERVED. 10) THE DESCRIBED REAL ESTATE DOES NOT LIE WITHIN A SPECIAL FLOOD HAZARD ZONE AS PLOTTED BY SCALE ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY, NATIONAL FLOOD INSURANCE PROGRAM, FIRM FLOOD INSURANCE RATE MAP COMMUNITY -PANEL NUMBER 18057CO209F, DATED FEBRUARY 19, 2003. O 1 1) BEARINGS, DIMENSIONS AND EASEMENTS ARE 5 SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS & PLAT FOR EXACT INFORMATION. e,���1t11111TT11/��07j' 13) WETLANDS ARE NOT SHOWN ON THE U.S. >P <pIIST REO DEPARTMENT OF THE INTERIOR FISH AND WILDLIFE NO. SERVICE; CARMEL, IND, NATIONAL WETLANDS - 102003921; INVENTORY MAP DATED 1990. ; ^' STATE OF NOTE PROVIDE EXPANSION STRIP AND SEALANT ADJACENT BUILDING AND EXISTING CURB 4.0' (MIN) 4' CONCRETE 4'-#53 COMPACTED AGGREGATE -III=III-"II=1l� lilIHII 7!1 -_III -11 PREPARED SUBGRADE TYPICAL SIDEWALK SECTION BURIED TELEPHONET STA & 67oz - - `1 JOINT DETAIL �2 tCREENED DUMPSTER ;AREA (SEE ARCHITECTURAL ER 0• MANHOLE GENCY 1'- TOPPING BURIED ELECTRIC/ TC= 42.5a 11 PLANS)ERFLOW x a a"' ( t9NV= 37.38 r 840.00 20.5' x 805' a - - -- ,. LEVMNG COURSE �s I - CONCRETE SIDEWALK (TYP..) 4 ti r rT•"` EXISTING PAVING AND ID'X1D' 120 ') 12.0' •2 •5 B0" BASE TO RETRAIN PAD6 R3.0 - 4 CONCRETE WALK & CURB (TYP.) 843 R3.0 '- Y\�. � O TELE ONE - (SEE D / IO'7WiRS1ER e^ © N STM S 703 (SEE DET IL) 5 r� STORAfF z2 x r) °• r]/1 i1' ELAT c TE & SOLID TING O PAINTED HANDICAP PARKING SYMBOL - COMPACTED SURSURFACE PEDESTAL x" �> 7 G�VypV TC=84 Ba °L B°x 1 DETENTION /OUTLET STRUCTURE 7 32•& TYP. ' OPEk GR rE' " cLfTE 841.80 O PAINTED PARKING MARKINGS STRUCTURE 703 (ND•SCUE) OVERLAY SECTION 6• ti �' EASFMFNT - - S.D G TE LNv=B .33 ( SCALE) 9 -�.- - 8 'f05i' ' E(A) -W; -L\ - - CURB TO ExISTWG CURB AND GUTTER. Etna. , Et ElA) - E<AJ Ecn) E(A) Etn, --- EtA> EcA7 - Etn - to ,n Cs. - aRISER m x FIELD VERIFY EXTENT OF EXISTING CURB N UTILITY POLE �wIELffRIC DROP = - ---- -- -_ __.._-- -- of lz_R _� z6x -- -_ aRY O ` NT 1/2- EXPANslor.lTBM (MAG NA 2' UP ON -- - arc -- JOINT FILLER & 6. C? , - - - - - - - SEALANT CONC. WALK 1 /2" EXPANSION 9.0 g x x� - O SIDEWALK FLUSH WITH PAVEMENT N. W. SIDE, 4EV - 843,22' EX W ME STM SM 704 (SEE DETAIL) (HOMEPLACE x x x x x x x z ---- x x x x 10' OIA JOINT FILLER & 2. DRAP! TAE OPEN CRATE EMERGENCY OUT) / REGULATED DRAIN) SEALANT o le TC=642.30 / EX. YARD DRAIN SCALE: 1 ' = 20' DIMENSIONS TO OUTSIDE FRAMING. COORDINATE 24' WIRE MESH "r°"'„ Nv=537.00tpl 42--'-'1 2� TC= 841,01 1 2 OF 16' ALLEY VACATED O y a+r+T 5 / WITH ARCHITECTURAL DRAWINGS � NOTE ALL STRIPES TO F/L= 835.0 PER D.R. 147, P. 274 1' BE 4" PUNTED WHITE SECTION A -A 4' B:, 6 - V o FACE OF BUILDING CHAIN LINK FENCE 0 10 20 40 10 2" ASPHALT OVERLAY 7' 20 I Dept. of Comm CONC. CURBS a o� CITY OF CARMEL/CLAY TOWNSHIP 11 MATCH EXISTING PAVEMENT -t3 '� �'' v `�4" OYP) �Y N p unity Services -- Building &Code Enforcement may,, 1- 3 o One Civic Square 1'L Floor; Carmel, IN 46032 5' TRANSITION MILLING/WEDGE LAYOUT & GRADING, PLAN 2 CONI. RAMP PLAN AUTHENTICATION CERTIFICATIONS AND AGREEMENT' (4" THICK) 0 13 8" CONCRETE CURB (TYP.) HANDICAP PARKING SECTION B -B N As the authorized agent responsible for obtaining a permit d permits', I certify that these plans 14 ADA' HANDICAP PARKING SIGN SYMBOL DETAIL COMBINATION PEDESTRIAN/H N D I C A are IDENTICAL to those released for construction by the Indiana Depart. of Fire &Building/ A C z E R g Services. I also understand that if it is determined that these plans are not identical, a STOP J A ��� t5 RELOCATED SIGN ENTRY RAMP DETAIL w WORK ORDse as re i under the Ordinances referenced below. t..) rP- o 5 o Authorized Signature Printed Name Required under Chapter 7, Section 10 of the Carmel City Code, entitled "Building Code" and Section 29.4.2 and Section 29.4.3 entitled "Administration". Required by Carmel / Clay Township Zoning Ordinance, Section 31.1 entitled "Violations and Penalties". 8 6 5 4 2 (NO SCALE) - 9 •Holey Malay" aoya, "DON'T DIG 1N " t -am 1-= P1.1.1= ER INDIAN/, $TATE LAZY M-59-1991. I0VR IS NumINGTTHE UElDE>�ROIMJaVALOCATgN SEINICE TWD (2) M1xE(BRG DAYS BEFORE COY1IpR01NG WORK, CAUTION!! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY OTHER) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION PLEASE CALL "HOLEY MOLEY" 1-800-382-5544 TOLL FREE 1/2" PREFORMED JOINT FILLER TRANSVERSE JOINT z O JAMES K. SHINNEA P.E. 10200392 L PROVIDE 2% CROSS SLOPE r AWAY FROM BUILDING TRANSVERSE JOINT I 2' PREFORMED JOINT FILLER 4.0' (MIN) 4' CONCRETE 4'-#53 COMPACTED AGGREGATE -III=III-"II=1l� lilIHII 7!1 -_III -11 PREPARED SUBGRADE TYPICAL SIDEWALK SECTION BURIED TELEPHONET STA & 67oz - - `1 JOINT DETAIL �2 tCREENED DUMPSTER ;AREA (SEE ARCHITECTURAL ER 0• MANHOLE GENCY 1'- TOPPING BURIED ELECTRIC/ TC= 42.5a 11 PLANS)ERFLOW x a a"' ( t9NV= 37.38 r 840.00 20.5' x 805' a - - -- ,. LEVMNG COURSE �s I - CONCRETE SIDEWALK (TYP..) 4 ti r rT•"` EXISTING PAVING AND ID'X1D' 120 ') 12.0' •2 •5 B0" BASE TO RETRAIN PAD6 R3.0 - 4 CONCRETE WALK & CURB (TYP.) 843 R3.0 '- Y\�. � O TELE ONE - (SEE D / IO'7WiRS1ER e^ © N STM S 703 (SEE DET IL) 5 r� STORAfF z2 x r) °• r]/1 i1' ELAT c TE & SOLID TING O PAINTED HANDICAP PARKING SYMBOL - COMPACTED SURSURFACE PEDESTAL x" �> 7 G�VypV TC=84 Ba °L B°x 1 DETENTION /OUTLET STRUCTURE 7 32•& TYP. ' OPEk GR rE' " cLfTE 841.80 O PAINTED PARKING MARKINGS STRUCTURE 703 (ND•SCUE) OVERLAY SECTION 6• ti �' EASFMFNT - - S.D G TE LNv=B .33 ( SCALE) 9 -�.- - 8 'f05i' ' E(A) -W; -L\ - - CURB TO ExISTWG CURB AND GUTTER. Etna. , Et ElA) - E<AJ Ecn) E(A) Etn, --- EtA> EcA7 - Etn - to ,n Cs. - aRISER m x FIELD VERIFY EXTENT OF EXISTING CURB N UTILITY POLE �wIELffRIC DROP = - ---- -- -_ __.._-- -- of lz_R _� z6x -- -_ aRY O ` NT 1/2- EXPANslor.lTBM (MAG NA 2' UP ON -- - arc -- JOINT FILLER & 6. C? , - - - - - - - SEALANT CONC. WALK 1 /2" EXPANSION 9.0 g x x� - O SIDEWALK FLUSH WITH PAVEMENT N. W. SIDE, 4EV - 843,22' EX W ME STM SM 704 (SEE DETAIL) (HOMEPLACE x x x x x x x z ---- x x x x 10' OIA JOINT FILLER & 2. DRAP! TAE OPEN CRATE EMERGENCY OUT) / REGULATED DRAIN) SEALANT o le TC=642.30 / EX. YARD DRAIN SCALE: 1 ' = 20' DIMENSIONS TO OUTSIDE FRAMING. COORDINATE 24' WIRE MESH "r°"'„ Nv=537.00tpl 42--'-'1 2� TC= 841,01 1 2 OF 16' ALLEY VACATED O y a+r+T 5 / WITH ARCHITECTURAL DRAWINGS � NOTE ALL STRIPES TO F/L= 835.0 PER D.R. 147, P. 274 1' BE 4" PUNTED WHITE SECTION A -A 4' B:, 6 - V o FACE OF BUILDING CHAIN LINK FENCE 0 10 20 40 10 2" ASPHALT OVERLAY 7' 20 I Dept. of Comm CONC. CURBS a o� CITY OF CARMEL/CLAY TOWNSHIP 11 MATCH EXISTING PAVEMENT -t3 '� �'' v `�4" OYP) �Y N p unity Services -- Building &Code Enforcement may,, 1- 3 o One Civic Square 1'L Floor; Carmel, IN 46032 5' TRANSITION MILLING/WEDGE LAYOUT & GRADING, PLAN 2 CONI. RAMP PLAN AUTHENTICATION CERTIFICATIONS AND AGREEMENT' (4" THICK) 0 13 8" CONCRETE CURB (TYP.) HANDICAP PARKING SECTION B -B N As the authorized agent responsible for obtaining a permit d permits', I certify that these plans 14 ADA' HANDICAP PARKING SIGN SYMBOL DETAIL COMBINATION PEDESTRIAN/H N D I C A are IDENTICAL to those released for construction by the Indiana Depart. of Fire &Building/ A C z E R g Services. I also understand that if it is determined that these plans are not identical, a STOP J A ��� t5 RELOCATED SIGN ENTRY RAMP DETAIL w WORK ORDse as re i under the Ordinances referenced below. t..) rP- o 5 o Authorized Signature Printed Name Required under Chapter 7, Section 10 of the Carmel City Code, entitled "Building Code" and Section 29.4.2 and Section 29.4.3 entitled "Administration". Required by Carmel / Clay Township Zoning Ordinance, Section 31.1 entitled "Violations and Penalties". 8 6 5 4 2 (NO SCALE) - 9 •Holey Malay" aoya, "DON'T DIG 1N " t -am 1-= P1.1.1= ER INDIAN/, $TATE LAZY M-59-1991. I0VR IS NumINGTTHE UElDE>�ROIMJaVALOCATgN SEINICE TWD (2) M1xE(BRG DAYS BEFORE COY1IpR01NG WORK, CAUTION!! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY OTHER) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION PLEASE CALL "HOLEY MOLEY" 1-800-382-5544 TOLL FREE PROJECT NO. W04--0012 JAMES K. SHINNEA P.E. 10200392 PROJECT NO. W04--0012 — , _QI U tD� u0w oa sg LANDSCAPE PLAN NOTES 1 SOD— ALL SOD SHALL BE CERTIFIED GRADE CULTIVATED GRASS SOD. OF "ADVENTURE BLEND" TURF TYPE TALL FESCUE (BY GENERAL CONTRACTOR) PLANT LIST DO NOT CUT CENTRAL LEADER, ES STAKE & GUY rCr ' ,f TREES AS SHOWN IF TRE UNIFORMITY. TREES SITE CONDITIONS BE—N FASTEN TO WOOD STAKES. PLACE L DICTATE. 1/2" — B POINTS OF TREE CONTACT. a" 3,10 GUAGE STEEL Cc INIMUM 2 x 2 x 6' TREATED WOOD i GUY WIRES EVENLY yam- `,"� AN ANGLE AND DRAW VERTICAL. TOP OF APPLIED IN ALL PLANTING AND GROUND SPACED. REMOVE AFTER CO—F FLUORESCENT PAINT OR EQUIVALENT. i ONE YEAR. 1/2 " — B - TREE PROTECTOR PLACE ROOT FLARE LEVEL 3' LAYER OF SHREDDED HARDWOOD MULCH. ' � WITH FINISHED GRADE °y/` � ��� -0 TREE WRAP EARTH SAUCER PLACE ROOT FLARE LEVEL ca A n An PLANTING BED A A A Aa ° A A ° FINISH GRADE f ADDITIONAL EROSION CONTROL WITH FINISHED GRADE Qr TOPSOIL MIXTURE TAMPED FIRM RED OAK ROLL BACK TOP 1/3 BURLAP, AND SCARIFY SIDES 6' LAYER OF SHREDDED BEFORE PLANTING PST 2 REMOVE ALL BINDERS AMERLANCHIER X GRANDIFLORA 'AUTUMN BRILLIANCE' HARDWOOD MULCH & STAKING CLUMP NOT TO SCALE HERBICIDE 3" LAYER OR SHREDDED EARTH SAUCERPRE-EMERGANCE n PLANTING BED FINISH GRADE GREEN GEM BOXWOOD 1 REMOVE BINDING WIRE FENCE 14 GAGE SHALL ALSO BE THE CONTRACTOR'S AND/OR OWNER'S / PREPARED PLANTING EARTH SAUCER ov ' ' TABLETS a o o 1 BED SOIL SHALL BE APPROVED OR RE=JECTED ON. THE JOB SITE, CAP PLANTING PIT 22 WITH 2"-3" ON SITE IL 2 PARTS PEAT MOSS, 2 111 5 -_- I SCARIFY PIT SIDES INTENT LETTER TO THE OFFICE OF WATER MANAGEMENT, INDIANA PARTS COMPOSTED MANURE - - AND BOTTOM NO TOPSOIL do 25% PEATMOSS, I PART COURSE CUT SAND x x x x x x xI—' LESS THAN 2' DEEP SETTLEMENT AND 2 PARTS ORIGINAL�I- -- = III -1 l 1-11 I—1 I I (—I { I \-EXISTING EXISTING SUBSOIL TOP SOIL -- I. LEI I I I I I-11 III I I—I 11 I I I—I SUBSOIL I- OR COMPACTED BACKFILL BALI AND MULCH HEAVY). I.. -I i—I I�I 13__LI—I 11=1 I—III i BACKFILL PLANTING DETAIL APPROVED ROOTBALL DIAMETER GAL in 4"X4" TRENCH TO BE GUY ANCHORS 15 HE -13 HEMEROCALLIS 'BAJA' BAJA RED DAYLILY 3 X ROOT BALL DIAMETER GAL CONFLICT WITH CONSTRUCTION OPERATI❑NS AND AS SHADE TREE PLANTING DETAIL VI—M VINCA MINOR 'BOWLES' PERIWINKLE (NO SCALE) — , _QI U tD� u0w oa sg LANDSCAPE PLAN NOTES 1 SOD— ALL SOD SHALL BE CERTIFIED GRADE CULTIVATED GRASS SOD. OF "ADVENTURE BLEND" TURF TYPE TALL FESCUE (BY GENERAL CONTRACTOR) PLANT LIST DO NOT CUT CENTRAL LEADER, QUANT. TREES OF THE SAME SPECIES TO BE ,f MATCHED IN GROWTH CHARACTER AND UNIFORMITY. TREES TWO - GALVANIZED NO. 12 WIRE GUYS: BE—N FASTEN TO WOOD STAKES. PLACE RIVERBIRCH (MULTI—STEM) 2 -PLY RUBBER HOSE ON WIRE AT ALL 1/2" — B POINTS OF TREE CONTACT. a" REMOVE AFTER ONE YEAR. Cc INIMUM 2 x 2 x 6' TREATED WOOD i STAKES 2 PER TREE, DRIVE STAKES AT yam- `,"� AN ANGLE AND DRAW VERTICAL. TOP OF APPLIED IN ALL PLANTING AND GROUND STAKES TO BE PAINTED WITH CO—F FLUORESCENT PAINT OR EQUIVALENT. i 1 1/2 " — B & B PLACE ROOT FLARE LEVEL 3' LAYER OF SHREDDED HARDWOOD MULCH. ' � WITH FINISHED GRADE °y/` � ��� -0 PICEA GLAUCA CONICA EARTH SAUCER PRE-EMERGANCE HERBICIDE ca A n An PLANTING BED A A A Aa ° A A ° FINISH GRADE f ADDITIONAL EROSION CONTROL 2 Qr TOPSOIL MIXTURE TAMPED FIRM RED OAK TO PREVENT SETTLEMENT SCARIFY SIDES & B BEFORE PLANTING PST 2 9" BALL 9" AMERLANCHIER X GRANDIFLORA 'AUTUMN BRILLIANCE' EVERGREEN PLANTING & STAKING CLUMP NOT TO SCALE WRITING, ALL PLANTS SHALL BE INSPECTED AND TAGGED WITH f'oodJECT IDENTIFICATION AT NURSERY 3" LAYER OR SHREDDED BU—K HARDWOOD BARK MULCH GREEN GEM BOXWOOD 1 REMOVE BINDING WIRE FENCE 14 GAGE SHALL ALSO BE THE CONTRACTOR'S AND/OR OWNER'S / INSTALL FERTILIZER EARTH SAUCER ov ' ' TABLETS a o o 1 GAL APPROVED OR RE=JECTED ON. THE JOB SITE, CAP PLANTING PIT 22 WITH 2"-3" ON SITE IL ILEX GLABRA COMPACTA OR CLAY TOPSOIL 5 PRIOR TO MULCHING. INTENT LETTER TO THE OFFICE OF WATER MANAGEMENT, INDIANA 10 I 6. SOIL BACKFILL TO 9E 75% IT—V TOPSOIL do 25% PEATMOSS, PLACE SOIL BALL SLIGHTLY TAMPED TO PREVENT HIGHER THAN FINISH GRADE. SETTLEMENT MOUND SOIL OVER BALL. (FOR 3 ERICACEOUS PLANTS, PLACE EXISTING SUBSOIL SOIL BALL 1/3 OUT OF GROUND OR COMPACTED AND MOUND PEAT MOSS OVER BACKFILL BALI AND MULCH HEAVY). 21 SHRUB & SMALL TREE PLANTING DETAIL 040.000 "A " - LANDSCAPE PLAN 10 I 9 f 8 r"wa QUANT. ABBR. BOTANICAL NAME COMMON NAME I TREES 2 BE—N BETULA NIGRA RIVERBIRCH (MULTI—STEM) 1 1/2" — B & B Miami silt loam, 2-6% eroded 4 Cc CERCIS CANADENSIS EASTERN REDBUD 8' CLUMP BE USED. APPLIED IN ALL PLANTING AND GROUND 5 CO—F CORNUS FLORDIA 'CHEROKEE PRINCESS' WHITE FLOWERING DOGWOOD 1 1/2 " — B & B y �'ti RUt10ff .. 1 "1--� 2 PI—G PICEA GLAUCA CONICA DWARF ALBERTA SPRUCE 1 112" — B & B ADDITIONAL EROSION CONTROL 2 Qr QUERCUS RUBRA RED OAK 1 1/2" — B & B SHRUBS 2 AM—G AMERLANCHIER X GRANDIFLORA 'AUTUMN BRILLIANCE' AUTUMN BRILLIANCE SERVICEBERRY 6' CLUMP i - WRITING, ALL PLANTS SHALL BE INSPECTED AND TAGGED WITH f'oodJECT IDENTIFICATION AT NURSERY 18 BU—K BUXUS X KOREANA 'GREEN GEM' GREEN GEM BOXWOOD 1 GAL WIRE FENCE 14 GAGE SHALL ALSO BE THE CONTRACTOR'S AND/OR OWNER'S / 3 FO—G FOTHERGILLA GARDENII DWARF FOTHERGILLA 1 GAL APPROVED OR RE=JECTED ON. THE JOB SITE, CATCH BASIN/ 2"X2"X36" HARDWOOD 22 IL—G ILEX GLABRA COMPACTA COMPACT INKBERRY 5 GAL INTENT LETTER TO THE OFFICE OF WATER MANAGEMENT, INDIANA 10 I 6. 8 IT—V ITEA VIRGINICA 'SPRICH' SPRICH VIRGINIA SWEETSPIRE 1 GAL 3 JU—S JUNIPERUS SABINA 'BROADMOOR' BROADMOOR JUNIPER 1 GAL EXISTING ?06TH `- — STREET R.O. W. PERENNIALS 21 Dl— F DICENTRA FORMOSA 'LUXURIANT' LUXURIANT BLEEDING HEARTS 1 GAL in 4"X4" TRENCH TO BE CHART IN THESE PLANS. 15 HE -13 HEMEROCALLIS 'BAJA' BAJA RED DAYLILY 1 GAL CONFLICT WITH CONSTRUCTION OPERATI❑NS AND AS GROUNDCOVER 2 VI—M VINCA MINOR 'BOWLES' PERIWINKLE 50 PER FLAT SLOPE 040.000 "A " - LANDSCAPE PLAN 10 I 9 f 8 r"wa h 5 + 080.000 "A" 5 100.000 "A" cx u• � ono+) EXIS G 10( � j' •:.':. rr.:::k.... > me rw. ovrunrvv — . — / I FFE - 844.09 SCALE: 1 30' Y - 0 15 30 60 IJO I 3J.4 f�-f /�` d' EROSION CONTROL LEGEND PROPOSED BUILDING ADD7\� - TEMPORARY /PERMANENT SEEDING + FFE - 8 8 9 ,,,-� USE PLANTING CHART ' t v —SF- -SILT FENCE S6 '• `J9s „�s,, ''' ® -SILT FENCE BOX /GRAVELBAG PROTECTION /GRATE FILTER FABRIC o :z:; ao .9.9 ♦.tl N e<J� • .. EROSION CONTROL NOTES: k 4 Y THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND - - --e `'.` r m _-' �° ALL SEDIMENT FROM LEAVING THE CONSTRUCTION SITE BY WAY _ OF EROSION. IF EROSION OF SEDIMENT FROM THE SITE IS >zA •� elf�,• ` / TAKING PLACE, THE CONTRACTOR AND/OR OWNER SHALL TAKE 6a2 PREVENTATIVE ACTION IMMEDIATELY. THE ENGINEER SHALL BE CONSULTED IN THE EVENT THIS HAPPENS. EROSION CONTROL PLAN TEMPORARY SEEDING IS TO BE APPLIED TO ANY GRADED AREA (NO SCALE)' .,, ;, i - , ;H< 1:.. THAT WILL REMAIN UNALTERED IN EXCESS OF 20 DAYS. GENERAL LANDSCAPE NOTES 1. IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE PLANT LIST, THE PLAN SHALL DICTATE, IF IN QUESTION, CONTACT THE LANDSCAPE DESIGNER, BE GENERAL MULCH NOTE: E A4 L THICKBLAYER tF SHREDDED PLANTING AREASOHA DW❑ AERED BARKWITH MULCH AROUND ALL PROPOSED LANDSCAPE MULCH, ALL GROUND COVER BEDS SHALL BE COVERED WITH 1' SHREDDItD HARDWOOD BARK MULCH, BARK MATERIAL UNLESS SPECIFIED OTHERWISE MULCH SHALL BE APPROVED BY LANDSCAPE DESIGNER AND SHALL BE UNIFORM IN TEXTURE AND COLOR AND —WARNING-- PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS THIS PLAN TO BE USED FOR THAT HAVE ACHIEVED FINAL AND FINISHED GRADE. EROSION CONTROL PURPOSES ONLY, PRESERVE EXISTING VE=GETATION ON THE SITE WHENEVER AND WHEREVER POSSIBLE TO PREVENT TOPSOIL EROSION. ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED PRIOR TO THE DISTURBANCE OF THE CONSTRUCTION AREA -NOTE— THEY ARE INTENDED TO SERVICE. ALL EROSION CONTR01_ MEASURES PROPOSED ARE TO BE THERE SHALL BE NO DIRT OR PROPERLY MAINTAINED TO CONTINUE THEIR EFFECTIVENESS SHALL BE OBTAINED FROM SAWMILL OR * PROJECT LOCATION 0 DEBRIS IN THE STREET SOILS MAP Br Brookstone silty clay loam CrA Crosby silt loam, 0-3% eroded MmB2 Miami silt loam, 2-6% eroded Or Orthents SHALL' BE h 5 + 080.000 "A" 5 100.000 "A" cx u• � ono+) EXIS G 10( � j' •:.':. rr.:::k.... > me rw. ovrunrvv — . — / I FFE - 844.09 SCALE: 1 30' Y - 0 15 30 60 IJO I 3J.4 f�-f /�` d' EROSION CONTROL LEGEND PROPOSED BUILDING ADD7\� - TEMPORARY /PERMANENT SEEDING + FFE - 8 8 9 ,,,-� USE PLANTING CHART ' t v —SF- -SILT FENCE S6 '• `J9s „�s,, ''' ® -SILT FENCE BOX /GRAVELBAG PROTECTION /GRATE FILTER FABRIC o :z:; ao .9.9 ♦.tl N e<J� • .. EROSION CONTROL NOTES: k 4 Y THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND - - --e `'.` r m _-' �° ALL SEDIMENT FROM LEAVING THE CONSTRUCTION SITE BY WAY _ OF EROSION. IF EROSION OF SEDIMENT FROM THE SITE IS >zA •� elf�,• ` / TAKING PLACE, THE CONTRACTOR AND/OR OWNER SHALL TAKE 6a2 PREVENTATIVE ACTION IMMEDIATELY. THE ENGINEER SHALL BE CONSULTED IN THE EVENT THIS HAPPENS. EROSION CONTROL PLAN TEMPORARY SEEDING IS TO BE APPLIED TO ANY GRADED AREA (NO SCALE)' .,, ;, i - , ;H< 1:.. THAT WILL REMAIN UNALTERED IN EXCESS OF 20 DAYS. GENERAL LANDSCAPE NOTES 1. IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE PLANT LIST, THE PLAN SHALL DICTATE, IF IN QUESTION, CONTACT THE LANDSCAPE DESIGNER, BE GENERAL MULCH NOTE: E A4 L THICKBLAYER tF SHREDDED PLANTING AREASOHA DW❑ AERED BARKWITH MULCH AROUND ALL PROPOSED LANDSCAPE MULCH, ALL GROUND COVER BEDS SHALL BE COVERED WITH 1' SHREDDItD HARDWOOD BARK MULCH, BARK MATERIAL UNLESS SPECIFIED OTHERWISE MULCH SHALL BE APPROVED BY LANDSCAPE DESIGNER AND SHALL BE UNIFORM IN TEXTURE AND COLOR AND —WARNING-- PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS THIS PLAN TO BE USED FOR THAT HAVE ACHIEVED FINAL AND FINISHED GRADE. EROSION CONTROL PURPOSES ONLY, PRESERVE EXISTING VE=GETATION ON THE SITE WHENEVER AND WHEREVER POSSIBLE TO PREVENT TOPSOIL EROSION. ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED PRIOR TO THE DISTURBANCE OF THE CONSTRUCTION AREA -NOTE— THEY ARE INTENDED TO SERVICE. ALL EROSION CONTR01_ MEASURES PROPOSED ARE TO BE THERE SHALL BE NO DIRT OR PROPERLY MAINTAINED TO CONTINUE THEIR EFFECTIVENESS SHALL BE OBTAINED FROM SAWMILL OR LUMBERING 0 DEBRIS IN THE STREET OPERATIONS. NO UTILITY MULCH OR PROCESSED GRAVELBAG CURB PROTECTION OBTAINED. IF GRADING OCCURS DURING THE MONTHS OF DECEMBER, TREE TRIMMINGS .'WILL BE ALLOWED. () FOR INLETS T14AT ARE IN LOW POINTS (NO SCARE) THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION O U00 QQ�w a oma OCCASI❑NAL WOOD STAKES FOR REFERENCE. ALL JANUARY OR FEBRUARY DORMANT SEEDING PROCEDURES SHALL 3, AN APPROVED PRE-•EMERGIENT HERBICIDE SHALL' BE t -�— (' 1-.-----� GRAVEL BAGS ARE HALF FULL WITH LARGE ROCK AND BE USED. APPLIED IN ALL PLANTING AND GROUND COVER BEDS ` 1 4tv 1 —NOTE- AT RATES SPECIFIED BY' MANUFACTURER FOR EACH y �'ti RUt10ff .. 1 "1--� �•• RUNOFF IT SHALL BE THE CONTRACTOR'S AND/OR OWNER'S DURING DRY WEATHER. KEEP LAWNS WATERED WITH VARIETY OF PLANT, �r-----" , ( ADDITIONAL EROSION CONTROL SPRINKLERS OR OTHER APPROVED METHODS, RESEED ANY 4, FINAL PLACEMENT OF PLANT MATERIALS, ETC. SHALL f R MEASURES MAY BE REQUIRED IN THE FIELD AREAS NOT GERMINATING OR DAMAGED AT INTERVALS AS MAY BE REQUIRED ACCORDING TO SEASONAL CONDITION AND/OR BE APPROVED BY. LANDSCAPE DESIGNER BEFORE �7 0,10x, BY T' +E INSPECTOR CONSTRUCTION ACTIVITY. WATER GRASS AND EXECUTE { O HT ANGLES). MOSS, TOP LAYER OF BACKFILL •SHALL BE 100``/. 9) RAKE OR SCARIFY AND CUT OR FILL IRREGULARITIES THAT DEVELOP AS REQUIRED AND AGAIN ROLL UNTIL EXISTING TOPSOIL. A 5710-5ANALYSIS SLOW; AREA IS TRUE AND UNIFORM, FREE FROM LUMPS, DEPRESSIONS AND IRREGULARITIES. RELEASE FERTILIZER SHALL BE INC❑RP❑RATED' INTO 10) SOW SEED WITH ADEQUATE EQUIPMENT Al A TIME WHEN LITTLE OR NO WIND IS BLOWING. BROADCAST BACKFILL AT APPROVED .RATES: HALF OF SEED IN ONE DIRECTION AND THE OTHER HALF IN THE OPPOSITE DIRECTION (RIGHT ANGLES). 15, PROVIDE MINIMUM 4' PLANTING SOIL IN ALL GROUND 11) COVER SEED TO A DEPTH OF 1h" BY RAKING OR HARROWING. PROVIDE A LIGHT LAYER OF STRAW OR HA) �-- - COVER AND FLOWER AREAS WITH MIXTURE C❑MPRISING MULCH AT A RATE OF 1 TO 1 11% TONS PER ACRE. APPLY TACKIFIER TO STABILIZE MULCH. OF ONE PART COMMERCIAL GRADE 'PUTTING SOIL,' 5 PARTS 12) HYDROSEEDING IS ACCEPTABLE METHOD OF SEEDING. TOPSOIL AND 4 PARTS PEAT MOSS, A FULL 4' LAYER OF 13) KEEP TOPSOIL RELATIVELY MOIST UNTIL LAWN IS ESTABLISHED. APPROVED SHREDDED FIBROUS I PEAT MOSS MAY BE SCALE: 1" 2p' USED IN LIEU ❑F PLANTING MIX, 14) RESEED AREAS THAT DO NOT SHOW PROMPT GERMINATION AT 14 DAY INTERVALS UNTIL AN ACCEPTABLE = STAND OF GRASS IS ASSURED. -09 1& PLANTS SHALL BEAR A TAG SHOWING GENUS, SPECIES 15) ALL LAWNS -SHALL BE GUARANTEED TO HAVE A FULL UNIFORM STAND OF ACCEPTABLE GRASS AT END OF 0 10 20 40 AND VARIETY, ONE YEAR GUARANTEE PERIOD WITH NO BARE SPOTS COMPRISING MORE THAN 2% OF ANY LAWN AREA, ANY AREA SO NOTED WILL BE REWORKED UNTIL AN ACCEPTABLE STAND OF GRASS IS ESTABLISHED. 17, PLANTS SHALL BE CERTIFIED BY THE STATE OF INDIANA 16) ALL LAWNS TO BE MAINTAINED UNTIL FINAL INSPECTION BY LANDSCAPE DESIGNER BUT NOT LESS THAN 60 DEPARTMENT OF NATURAL IRES❑URCES AND FREE' FROM DAYS FROM TIME OF INSTALLATION. MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATION, MULCHING, DISEASE OR HAZARDOUS INSECTS, MOWING AND ALL OTHER NECESSARY OPERATIONS' REQUIRED FOR PROPER ESTABLISHMENT OF LAWN. 7 6 4 3 CAUTIONII THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY OTHER) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. 'THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. PLEASE CALL "HOLEY MOLEY" 1-800-382-5544 TOLL FREE ■ PLANTING OPEtATI❑NS ARE TO PROCEED. ALL TREE 0 NECESSARY WEEDING UNTIL FULL STAND OF GRASS HAS BEEN LOCATI❑NS SHALL.. BE MARKED WITH A WOODED STAKE INDICATING VARIETY AND SIZE OF TREE, ALL GRAVELBAG CURB PROTECTION OBTAINED. ------- GROUND COVER AND MULCH BED LINES SHALL BE MARKEDBY A iIG1iLY VISIBLE PAINT LINE WITH () FOR INLETS T14AT ARE IN LOW POINTS (NO SCARE) THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION O U00 QQ�w a oma OCCASI❑NAL WOOD STAKES FOR REFERENCE. ALL NOTE: CONTROL IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR STAKES SHALL BE REMOVED FOLLOWING PLANTINGS GRAVEL BAGS ARE HALF FULL WITH LARGE ROCK AND AND/OR OWNER. OPERATIONS, LANDSCAPE DESIGNER RESERVES THE PACKED CLOSE TOGETHER TO ELIMINATE GAPS. * Z RIGHT T❑ ADJUST PLANT LOCATIONS ON SITE, IF BAG DETERIORATES OR IS DAMAGED, REBAG OLD BAG WITH CONTENTS INTO A NEW BAG. IT SHALL BE THE CONTRACTOR'S AND/OR OWNER'S 5. N❑ SUBSTITUTIONS ❑F PLANT MATERIAL WILL BE 00 a4 RESPONSIBILITY TO MINIMIZE SEDIMENTATION (FROM ON-SITE g W ALLOWED. IF' PLANTS ARE SHOWN T❑ BE U CONSTRUCTION ACTIVITIES) FROM BEING DEPOSITED ONTO - UNAVAILABLE, THE CONTRACTOR SHALL NOTIFY POST 4" DIA, WOOD OR ADJACENT PROPERTIES AND RECEIVING STREAMS/DITCHES IN �7 LANDSCAPE DESIGNER PRIOR TO BID DATE IN oT z C) CD E— 1.33 LBS/FOOT STEEL 10' MAX. SPACING STRICT COMPLIANCE WITH "RULE 5" 327 IAC 15-5, i - WRITING, ALL PLANTS SHALL BE INSPECTED AND TAGGED WITH f'oodJECT IDENTIFICATION AT NURSERY o o N CONSTRUCTION ACTIVITY STORM WATER RUNOFF CONTROL). IT 0 0' r� �IL�Fu;ur (c. � I �y. OR CONTRACTORS OPERATION PRIOR TO MOVING TO 1'X2" HARDWOOD WIRE FENCE 14 GAGE SHALL ALSO BE THE CONTRACTOR'S AND/OR OWNER'S / — -- ( JOB SITE. PLANTS MAY ALSO' BE INSPECTED AND CROSSBRACING (MIN) -6" MESH SPACING I RESPONSIBILITY TO OBTAIN ANY APPROVALS REQUIRED FROM fx cc,rtri (lar „�„arr: APPROVED OR RE=JECTED ON. THE JOB SITE, CATCH BASIN/ 2"X2"X36" HARDWOOD (MAX) FASTENED BY 1" THE LOCAL AUTHORITY AND TO SUBMIT A COMPLETE NOTICE OF lL_G ' DRAINAGEWIRE STRUCTURE STAKES WITH POINTED STAPLES. TIE WIRES, OR HOG RINGS I INTENT LETTER TO THE OFFICE OF WATER MANAGEMENT, INDIANA 10 I 6. ALL PLANTS ARE TO MEET OR EXCEED AMERICAN END - AT 5' O.C. a: DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY to STANDARDS FOR NURSERY STOCK, 1986 EDITION, AS CONSTRUCTION ACTIVITY SET FORTH BY ;AMERICAN ASSOCIATION OF 1/2" X 2" X 24" FILTER FILTER FABRIC ALONG LENGTH (NO JOINTS) ­ EXISTING ?06TH `- — STREET R.O. W. NURSERYMEN, " WOOD LATH AT EACH STAKE OVER FABRIC I _ STAPLE OR WIRE TO FENCE FOR SEASONAL VARIATIONS - SEE SEASONAL SOIL PROTECTION 7. PLANTS AND ALL; OTHER MATERIALS TO BE STORED ❑N 36" WIDE NONWOVEN in 4"X4" TRENCH TO BE CHART IN THESE PLANS. =7 •1' SITE WILL BE PLACED WHERE THEY WILL NOT POLYPROPYLENE FABRIC BACKFILLED AND COMPACTED ;, __ _ I CONFLICT WITH CONSTRUCTION OPERATI❑NS AND AS REFER To SILT FENCE DOWN - • _1 _ i -' DIRECTED DIRECTED BY OWNER, SECTION FOR EMBEDMENTUPSLOPE SLOPE -GLI � � i ! .' - f bETAIL W SOIL ' 8. ALL NEW LANDSCAPE PLANTINGS SHALL BE MAINTENANCE: j = STABILIZATION METHOD ,IAN. FEB. OR APR. MAY JUNE JULY AUG. SEPT OCT. NOV. OEC. x t GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWING 1. INSPECT WEEKLY AND AFTER EACH STORM EVENT. I v ®I�NGETIT " •///n//I/' �/I/� s FINAL INSPECTION BY LANDSCAPE DESIGNER. AT 2. IF FABRIC IS TORN OR OMRIORATED, REPLACE SECTION I DORMANT THE END OF THIS PERI❑D, PLANT MATERIAL TERMED MEE SY. 3. RREMOVVE SEDIMENT WHEN HEIGHT REACHES 1/3 OF THE ■ I •• SL7 DING - - DEAD OR UNSATISFACTORY BY LANDSCAPE DESIGNER - H4GHT OF THE FENCE OR IS CAI;ISING FABRIC TO TEMPORARY E •J//IIIJ/J•� SEEDING pr SHALL BE REPLACED AT NO ADDITIONAL CHARGE BY BULGE' 4. TAKE CARE NOT TO UNDERMINE THE ENTRENCHED SILT FENCE SECTION w 1 THE LANDSCAPE CONTRACTOR, FABRIC. SODDING F* — ' ////n!/!ir— 0 CID 5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE FENCE (NO SCALE) G —~ 0 P AND SEDIMENT, BRINGING DISTURBED AREA TO GRADE MULCHING \ AND STABILIZE IT. MAINTENANCE: ' I IL -C 9, g THE LANDSCAPE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES THAT MAY BE REQUIRED SILT FENCE INLET 1. INSPECT WEEKLY AND AFTER EACH STORM EVENT. 2. IF FABRIC IS TORN OR DETERIORATED, REPLACE SECTION IMMEDIATELY. 3. REMOVE SEDIMENT WHEN HEIGHT REACHES A KENTUCKY BLUEGRASS' 40 LOS/ACRE; CREEPING RED FESCUE 40 LBS/ACRE; PLUS 2 TONS SWW MULCH/ACRE. OR ADD ANNUAL RYEGRASS 20 LBS/ACRE. B = KENTUCKY EGRASS� 80 -- — FOR HIS PORTION OF WORK, PROJECT NO. 1/3 OF THE HEIGHT OF THE FENCE OR IS CAUSING S ACRE CREEPING RED FESCUE 60 LBS/Ap�RtEE; M Pws 2 tOHS snow MULCHL%A OR ADD ANNUAL RYEGRAS5 3D 1IS/A&E. BE -PROTECTION DETAIL FABRIC TO BULGE. 4. TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC. , C - SPRING OATS 3 BU4£L/ACRE i 10, PEAT MOSS TO BE,USED ON PROJECT SHALL BE A 5. AFTER DRAINAGE AREA !S STABILIZED, REMOVE FENCE AND SEDIMENT, D : "HEAT OR RYE 2 BUSHEVACRE DOMESTIC OR IMPORTED MATERIAL, CHOCOLATE BROWN (Har To SCALE) BRING DISTURBED AREA TO GRADE AND STABILIZE R. E � ANNUAL RYEGRASS 40 LBS/ACRE. IN COLOR AND COMPOSED OF PARTIALLY DECOMPOSED F . SOD (BLEND 3IMPROVED VARIETIES). G - STRAW MULCH 2 TONS/ACRE. VEGETABLE MATERIAL, PEAT MOSS T❑ ALSO BE *.Al* IRRIGATION NEEDED DURING JUNE, JULY, ANO/OR $ERLEMOM MILDLY ACIDIC IN CHARACTER AND SHALL MEET, « IRRIGATION MESSED FOR 2 TO 3 WEEms AFIiR APPLYING 500. - -- I APPROVAL OF LANDSCAPE DESIGNER. -KENTUCKY BLUEGRASS BWM OF 3 IMPROVEI) VARIEnESS. I IL -G SEASONAL SOIL PROTECTION CHART - 11. LANDSCAPE CONTRACTOR HALL ;NOTIFY LANDSCAPE PERMANENT SEEDING SPECIFICATIONS: - - - 3 DESIGNER IN WRITING P ,IDR TO BID DATE OF ANY 1)' ALL DISTURBED LAWN: AREAS SHALL RECEIVE PERMANENT SEEDING IMMEDIATELY. PLANTS THAT HE FEELS !MAY NOT SURVIVE IN Or LOCATIONS NOTED, 2) ALL DISTURBED LAWP( AREA TO HAVE A MINIMUM OF 6 INCHES OF TOPSOIL COMPACTED THICKNESS . ) 1 3) TOPSOIL TO BE FERTILE, FRIABLE, SANDY LOAM � v 12, ALL LANDSCAPING PLANTINGS TO BE MAINTAINED FOR REASONABLY FREE OF SUBSOIL, CLAY LUMPS, STONES LARGER THAN 112", EXCESSIVE QUANTITIES OF SMALL / 1 YEAR FOLL❑WING TURNOVER, MAINTENANCE TO INCLUDE STONE/GRAVEL,'BRUSH AND OTHER LITER. WATERING, WEEDING, CULTIVATION, MULCHING, - - MOWING AND ALL OTHER; NECESSARY OPERATI❑NS 4) SOLVE ANY SURFACE OR SUBSURFACE DRAINAGE PROBLEMS AND CONSTRUCT PERMANENT EROSION IT -V REQUIRED FOR PROPER ESTABLISHMENT OF PLANTINGS, CONTROL STRUCTURES. 4 NOTE: AT END OF MAINTENANCE PERIOD, CONTRACTOR 5) PERFORM THE MAJOR FILLING, SHAPING AND SMOOTHING OF GULLIES OR ERODED AREAS.'Hcy mom," says. TO REMOVE GUYING AND' STAKING FROM TREES. 6)' HAVE TOPSOIL TESTED TO CHECK PH AND NUTRIENT LEVELS. PROVIDE FERTILIZER AND SOIL AMENDMENTS "DON'T DIG •......:p" 13. CONTRACTOR TO SUBMIT UNIT PRICES ON EVERY TYPEPER AS.'REQUIRED TO MEET/EXCEED MINIMUM REQUIREMENTS AS SUGGESTED ON SOILS TEST RESULTS FOR LAWNS. +=` ° ^ST�� CO- OF WORK AS REQUESTED BY LANDSCAPE DESIGNER, 7) WORK FERTILIZER AND S011_ NUTRIENTS INTO TOP 2-3 INCHES OF THE TOPSOIL WITH A SMALL DISK, WDWN STATE LAIN Rs -68-1991, R IS AGAIST TME HAW TO D(OWATE WRHOUT i� HARROW OR RAKE OPERATED ACROSS THE SLOPE AS MUCH AS POSSIBLE. NOTsnNc TIff Ul�ERGRWND UMStRVICE TMo c21 wORRONO HAMS IEFDRE mHrRNcaNc tvoRlc 2 14 BACKFILL FOR TREE AND SHRUB PLANTING SHALL BE 8) ROLL THE TOPSOIL WITH A WATER BALLAST ROLLER WEIGHING 100 TO 300 POUNDS DEPENDING ON SOIL — , — 75% APPROVED T❑PS❑IL AND 'D5% APPROVED PEAT TYPE ROLL WITH TOPSOIL IN A SEMI --DRY CONDITION IN TWO OPPOSITE DIRECTIONS { O HT ANGLES). MOSS, TOP LAYER OF BACKFILL •SHALL BE 100``/. 9) RAKE OR SCARIFY AND CUT OR FILL IRREGULARITIES THAT DEVELOP AS REQUIRED AND AGAIN ROLL UNTIL EXISTING TOPSOIL. A 5710-5ANALYSIS SLOW; AREA IS TRUE AND UNIFORM, FREE FROM LUMPS, DEPRESSIONS AND IRREGULARITIES. RELEASE FERTILIZER SHALL BE INC❑RP❑RATED' INTO 10) SOW SEED WITH ADEQUATE EQUIPMENT Al A TIME WHEN LITTLE OR NO WIND IS BLOWING. BROADCAST BACKFILL AT APPROVED .RATES: HALF OF SEED IN ONE DIRECTION AND THE OTHER HALF IN THE OPPOSITE DIRECTION (RIGHT ANGLES). 15, PROVIDE MINIMUM 4' PLANTING SOIL IN ALL GROUND 11) COVER SEED TO A DEPTH OF 1h" BY RAKING OR HARROWING. PROVIDE A LIGHT LAYER OF STRAW OR HA) �-- - COVER AND FLOWER AREAS WITH MIXTURE C❑MPRISING MULCH AT A RATE OF 1 TO 1 11% TONS PER ACRE. APPLY TACKIFIER TO STABILIZE MULCH. OF ONE PART COMMERCIAL GRADE 'PUTTING SOIL,' 5 PARTS 12) HYDROSEEDING IS ACCEPTABLE METHOD OF SEEDING. TOPSOIL AND 4 PARTS PEAT MOSS, A FULL 4' LAYER OF 13) KEEP TOPSOIL RELATIVELY MOIST UNTIL LAWN IS ESTABLISHED. APPROVED SHREDDED FIBROUS I PEAT MOSS MAY BE SCALE: 1" 2p' USED IN LIEU ❑F PLANTING MIX, 14) RESEED AREAS THAT DO NOT SHOW PROMPT GERMINATION AT 14 DAY INTERVALS UNTIL AN ACCEPTABLE = STAND OF GRASS IS ASSURED. -09 1& PLANTS SHALL BEAR A TAG SHOWING GENUS, SPECIES 15) ALL LAWNS -SHALL BE GUARANTEED TO HAVE A FULL UNIFORM STAND OF ACCEPTABLE GRASS AT END OF 0 10 20 40 AND VARIETY, ONE YEAR GUARANTEE PERIOD WITH NO BARE SPOTS COMPRISING MORE THAN 2% OF ANY LAWN AREA, ANY AREA SO NOTED WILL BE REWORKED UNTIL AN ACCEPTABLE STAND OF GRASS IS ESTABLISHED. 17, PLANTS SHALL BE CERTIFIED BY THE STATE OF INDIANA 16) ALL LAWNS TO BE MAINTAINED UNTIL FINAL INSPECTION BY LANDSCAPE DESIGNER BUT NOT LESS THAN 60 DEPARTMENT OF NATURAL IRES❑URCES AND FREE' FROM DAYS FROM TIME OF INSTALLATION. MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATION, MULCHING, DISEASE OR HAZARDOUS INSECTS, MOWING AND ALL OTHER NECESSARY OPERATIONS' REQUIRED FOR PROPER ESTABLISHMENT OF LAWN. 7 6 4 3 CAUTIONII THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY OTHER) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. 'THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. PLEASE CALL "HOLEY MOLEY" 1-800-382-5544 TOLL FREE ■ 0 zu O d oo A U a �a � O U00 QQ�w a oma W O �0 ZPH * Z W ,TW 0, GO cn 00 a4 g W U z g U oT z C) CD E— ITa j m � Ln - o o N [) O S' So CCD DIA U 't r m A a: to w a illl///// \\`11111111fill//// // SY NO. 10200392 _ _ STATE OF '• 0", /NDIA0P N�`; JAMES K. SHINNEMAN P.E. 110200392 • _1 Z v 6v W 0 � x t v1 v1 z 0 d z 0 rrnn 0 = 12415 �J Q0 w CID 0 P CO A w Z SHEET NO. a C102 PROJECT NO. W04-0012 0 0 N 0i m co Q 0 a 3 0 0 Ln Cd 0 0 0 0 cv NEW FIBERGLASS SHINGLES NEW ALUMINUM GUTTER r 12 FIELD VERIFY FILL-IN AREA BELOW NEW WINDOWS" \ WITH SALVAGED EXIST.SIDING NEW CASEMENT COMBINATION WINDOWS WITH COMBINATION TRANSOM ABOVE NEW 3'x7' INSUL. H.M. DOOR 12 � I FIELD VERIFY EXISTING DROP BOX -J EXISTING ENTRY DOOR 3 NORTH ELEVATION A1.1 (ALTERNATE BID: PAINT ALL NEW AND EXISTING SIDING) EXISTING VERTICAL METAL BUILDING ` SIDING THIS FACADE TO REMAIN BACK TO END OF ORIGINAL CONSTRUCTION NEW CONSTRUCTION EXISTING CONSTRUCTION NEW ROOF STRUCTURE EXISTING ROOF STRUCTURE MATCH EXISTING HEIGHT AND ROOF PITCH NEW FIBERGLASS SHINGLES NEW DRAFT STOP IN ATTIC NEW EXTERIOR WALL PACK LIGHT NEW 10'-0"x10'-0" I ( I I ( NEW 10' -0"x10' -0'l( NEWOIH' DOOR 0" O.H. DOOR O.H. DOOR NEW FIBERGLASS SHINGLES RELOCATE 0H.DORD ALL NEW VERTICAL METAL BUILDING SIDING ON THIS FACADE 2 EAST ELEVATION A1.1 1/8" = 1'-0" (ALTERNATE BID: PAINT ALL NEW AND EXISTING SIDING) NEW ALUMINUM GUTTER EXISTING VERTICAL METAL BUILDING SIDING THIS FACADE TO REMAIN EXISTING CONSTRUCTION NEW ROOF STRUCTURE EXISTING ROOF STRUCTURE MATCH EXISTING HEIGHT NEW ATTIC ROOF VENTS TYP. AND ROOF PITCH 1 PER 300 SQ. FT. AS PER CODE TEAR OFF EXISTING ROOFING NEW DRAFT STOP ON EXISTING ROOF AREA IN ATTIC NEW FIBERGLASS SHINGLES EZ�— THRU WALL AIR EXIST. GAS CONDITIONER TO REMAIN TEAR OFF EXISTING ROOFING ON EXISTING ROOF AREA f- NEW FIBERGLASS SHINGLES O.HODO RD NEW ALUMINUM GUTTERS AND DOWNSPOUTS (DOWNSPOUTS NOT INDICATED FOR CLARITY) O 0 NEW 4" CONC. FILLED STEEL BOLLARD POSTS TYP. Kine rvrrninn uiei i 5 SOUTH ELEVATION A1.1 (ALTERNATE BID: PAINT ALL NEW AND EXISTING SIDING) NEW FIBERGLASS SHINGLES TER - EXIST. 3'x7' DOOR J RELOCATED METER HEAD 10'-0' TO REMAIN- PAINT AND INCOMING POWER CONDUIT 4 WEST ELEVATION A1.1 1/8" = 1'-0" (ALTERNATE BID: PAINT ALL NEW AND EXISTING SIDING) NEW ALUMINUM GUTTERS AND DOWNSPOUTS (DOWNSPOUTS NOT INDICATED FOR CLARITY) NEW VERTICAL METAL BUILDING SIDING TO MATCH EXISTING VERTICAL METAL SIDING FROM EXISTING CONSTRUCTION ACROSS TO NEW CONSTRUCTION NEW 4" CONC. FILLED STEEL BOLLARD POSTS INUM GUTTER CERTIFIED BY Z E E O NIC 0 0 F— C13 U U C) cr f- [NAME Q w t U � U Q EXTERIO ATIONS V Ir 0 t— 0 Z U U 0 J ca t o D) -1 M� W W Z (D a0) a) CD W IL Q � v°' i cn V? �O `� 3 O cv a� 3 o: D IL W Q � c I w ;+- ) ^ � t!1 N Q o o a� o r- o N i co cVCNcV t\ N M �[ 0 vJ X III �0 rn a_ Lj­ Z DRAWN BY O NIC 0 F— C13 KAS C) cr f- [NAME Q w 25A5.1 Q EXTERIO ATIONS V Ir 0 w 0 Z � z 0 J ca t o D) -1 M� W W Z `- W 04 0- z Q z W Q O ac �O `� O o: m IL z DRAWN BY NIC 0 CHECKED BY KAS PLOT SCALE f- [NAME 25A5.1 D EXTERIO ATIONS ry 0 W m W Q Lc; SHEET NO. A5,1 SHEET OF DRAWN BY NIC CHECKED BY KAS PLOT SCALE [NAME 25A5.1 D EXTERIO ATIONS SHEET NO. A5,1 SHEET OF METAL DRIP EDGE FLASHING FILLERS i 2x BLOCKING o it H.M. DOOR FRAME ! !! BREAK METAL TRIM #4 REBARS ® 16" O.C. 6" CONC. STOOP PAD W/ 6x6x1.4x1.4 W.W.F. i n II I II II I n II I n II In n 8 FT. OVERHEAD DOOR TRACK � II II II II I I II II ; II II I li I II II I n II 8 FT. OVERHEAD DOOR it II it II II II II II I BREAK METAL TRIM u II DEPRESS SLAB AND APRON 3/4" #4 REBARS ® 16" O.C. 6" CONC. APRON SLAB W/ 6x6x1.4x1.4 W.W.F. — SLOPE SLAB X X X iC x- • d r r�- BARRIER 4" MIN COMPACTED GRANULAR FILL c 4" MIN COMPACTED (roc a• r> >�,- 4" MIN. COMPACTED GRANULAR FILL ;y GRANULAR FILL 3-#4 BARS ® 12" O.C. VERT.3-#4 BARS ®12" O.C. VERT. .44 OOWFI_S CD 32" O.C. rY,t #4 DOWELS ®32" O.C. 2" RIGID FOUNDATION INSULATION WALL SECTION THRU MANDOOR 3/4" 0 0 IT Q Q a Q 7D CD3 TD 0 0 0 Q 0 Q 0 0 (v WALL SECTIO 3/4" = 1'-0" 0 00 N THRU 8 6" CONC. FLOOR SLAB W/ 6x6x1.4x1.4 W.W.F. 6MIL VAPOR BARRIER 4" MIN. COMPACTED GRANULAR FILL 2" RIGID FOUNDATION INSULATION FT. O.H. DOOR WOOD TRUSSES ® 24" O.C.- MATCH PITCH OF EXISTING ROOF 5/8" O.S.B. ROOF SHEATHING W/CLIPS FIBERGLASS SHINGLES W/ 15# FELT METAL WALL CAP FLASHING MATCH EAV,.r HEIGHT OF EXISTING BUILDING ` NEW 6" ALUMINUM GUTTER AND DOWNSPOUTS -- ---------_ ____. 5/8" TYP�Y GYP. BOARD 2x6 DOUBLE PLATE 2x6 BLOCKING BETWEEN I ROOF TRUSSES 5/8" TYPE"X" GYP. OOARD VERTICAL METAL SIDING 4 MIL VAPOR BARRIIkR 5 1/2" FRICTION BATF INSULATION 7/16" O.S.B. WALL SHEATHING 2x6 STUD ® 16" O.C. 1 TYVEK BUILDING WRAP 7/16" HARDI-BOARD ;PANELING 3-2x12's DOOR-H€ADiR--- METAL DRIP EDGE FLASHING FILLERS I II I lu I u I ;n I In i n i In I lu I n I ;n I lu I n I iu I ;u I u I ;u I u I 10 FT. OVERHEAD DOOR TRACK II 1 I II i I i II I I II I 10 FT. OVERHEAD DOOR iii I n I I i it I i II I II I i II I I II I i II I BREAK METAL TRIM in I in I i II I I II I n I DEPRESS SLAB AND APRON 3/4" #4 REBARS @ 16" O.C. - 6" CONC. APRON SLAB W/ 6x6x1.4x1.4 W.W.F. 0.9 i li Ii j II II I N, n Ii n I E-- SLOPE SLAB iii ii I �r s� 4" MIN COMPACTED GRANULAR FILL 3-#4 BARS ® 12" O.C. VERT. �( t #4 DOWELS ® 32" O.C. }Y I 6" CONC. FLOOR SLAB W/ 6x6x1.4x1.4 W.W.F. -x- 6MIL VAPOR J BARRIER 4 MIN. COMPACTED GRANULAR FILL 2" RIGID FOUNDATION INSULATION tD WALL SECTION THRU 10 FT. O.H. DOOR 3/4" = 1'-0" WOOD TRUSSES ® 24" O.C.- MATCH PITCH OF EXISTING ROOF 5/8" O.S.B. ROOF SHEATHING W/CLIPS FIBERGLASS SHINGLES W/ 15# FELT METAL WALL CAP FLASHING MATCH EAVE HEIGHT OF EXISTING BUILDING NEW 6" ALUMINUM GUTTER AND DOWNSPOUTS 5/8" TYPE"X" GYP. BOARD 2x6 BLOCKING BETWEEN ROOF TRUSSES 2x6 DOUBLE PLATE VERTICAL METAL SIDING 7/16" O.S.B. WALL SHEATHING TYVEK BUILDING WRAP METAL BUILDING SIDING BASE FLASHING NEW PAVEMENT --\ 3-#4 BARS ® 12" O.C. VERT. #4 DOWELS ® 32" O.C. 7/16" HARDI-BOARD PANELING - 5/8" TYPE"X" GYP. BOARD - 4 MIL VAPOR BARRIER 5 1/2' FRICTION BATT INSULATION 2x6 STUD ® 16" O.C. 1/2"0 ANCHOR BOLTS ® 32" O.C. - TREATED 2x6 PLATE 6" CONC. FLOOR SLAB W/ 6x6x1.4x1.4 W.W.F. 6MIL VAPOR J BARRIER 4" MIN. COMPACTED GRANULAR FILL 2" RIGID FOUNDA11ON INSULATION m WALL SECTION THRU SIDE WALLS 3/4" = 1'-0" CERTIFIED BY Z WOOD TRUSSES ® 24" O.C.- MATCH 7/19/04 BDP WOOD TRUSSES ® 24" O.C.- MATCH CHECKED BY PITCH OF EXISTING ROOF O L—(n PITCH OF EXISTING ROOF 5/8" O.S.B. ROOF SHEATHING W/CLIPS 1:1 5/8" O.S.B. ROOF SHEATHING W/CLIPS FIBERGLASS SHINGLES W/ 15# FELT FIBERGLASS SHINGLES W/ 15# FELT METAL WALL CAP FLASHING METAL WALL CAP FLASHING Q MATCH EAVE HEIGHT O N MATCH EAVE HEIGHT O OF EXISTING BUILDING Z �� �� �! �; x Y ); r F EXISTING BUILDING 0 EX } Z J_ to t o T N W = W N �''r 1''�i ( < W a M NEW 6 ALUMINUM GUTTER Cn NEW 6" ALUMINUM GUTTER O °C O AND DOWNSPOUTS o r..._i . _ AND DOWNSPOUTS CL 2x6 BLOCKING BETWEEN� i 5/8" TYPE"X" GYP. BOARD 2x6 BLOCKING BETWEEN ROOF TRUSSES ,' 5/8" T ' IE''X" GYP. BOARD ROOF TRUSSES I ` 2x6 DOUBLE PLATE 2x6 DOUBLE PLATE O 4 MIL VAPOR BARRIER z VERTICAL METAL SIDING 5/8" TYPEY' GYP. BOARD VERTICAL METAL SIDING 5/8" TYPE"X"�G'i'P. BOARD Y 7/16" HARDI-BOARDI PANELING 5 1/2" FRICTION BATT INSULA11ON _ 5 1/2" FRICTIOq BATT INSULATION 7/16" O.S.B. WALL SHEATHING ; <_, 4 MIL VAPOR BARRIER 7/16" O.S.B. WALL SHEATHING ; ' 2x6 STUD ®16" O.C. 2x6 STUD ® 1 " O.C. TYVEK BUILDING WRAP<I TYVEK BUILDING WRAP 7/16" HARDI-BOARD PANELING 3-2x10', DO ;HEADER W/1 /2" PL FILLERS METAL DRIP EDGE FLASHING -- — ---- METAL DRIP EDGE FLASHING FILLERS i 2x BLOCKING o it H.M. DOOR FRAME ! !! BREAK METAL TRIM #4 REBARS ® 16" O.C. 6" CONC. STOOP PAD W/ 6x6x1.4x1.4 W.W.F. i n II I II II I n II I n II In n 8 FT. OVERHEAD DOOR TRACK � II II II II I I II II ; II II I li I II II I n II 8 FT. OVERHEAD DOOR it II it II II II II II I BREAK METAL TRIM u II DEPRESS SLAB AND APRON 3/4" #4 REBARS ® 16" O.C. 6" CONC. APRON SLAB W/ 6x6x1.4x1.4 W.W.F. — SLOPE SLAB X X X iC x- • d r r�- BARRIER 4" MIN COMPACTED GRANULAR FILL c 4" MIN COMPACTED (roc a• r> >�,- 4" MIN. COMPACTED GRANULAR FILL ;y GRANULAR FILL 3-#4 BARS ® 12" O.C. VERT.3-#4 BARS ®12" O.C. VERT. .44 OOWFI_S CD 32" O.C. rY,t #4 DOWELS ®32" O.C. 2" RIGID FOUNDATION INSULATION WALL SECTION THRU MANDOOR 3/4" 0 0 IT Q Q a Q 7D CD3 TD 0 0 0 Q 0 Q 0 0 (v WALL SECTIO 3/4" = 1'-0" 0 00 N THRU 8 6" CONC. FLOOR SLAB W/ 6x6x1.4x1.4 W.W.F. 6MIL VAPOR BARRIER 4" MIN. COMPACTED GRANULAR FILL 2" RIGID FOUNDATION INSULATION FT. O.H. DOOR WOOD TRUSSES ® 24" O.C.- MATCH PITCH OF EXISTING ROOF 5/8" O.S.B. ROOF SHEATHING W/CLIPS FIBERGLASS SHINGLES W/ 15# FELT METAL WALL CAP FLASHING MATCH EAV,.r HEIGHT OF EXISTING BUILDING ` NEW 6" ALUMINUM GUTTER AND DOWNSPOUTS -- ---------_ ____. 5/8" TYP�Y GYP. BOARD 2x6 DOUBLE PLATE 2x6 BLOCKING BETWEEN I ROOF TRUSSES 5/8" TYPE"X" GYP. OOARD VERTICAL METAL SIDING 4 MIL VAPOR BARRIIkR 5 1/2" FRICTION BATF INSULATION 7/16" O.S.B. WALL SHEATHING 2x6 STUD ® 16" O.C. 1 TYVEK BUILDING WRAP 7/16" HARDI-BOARD ;PANELING 3-2x12's DOOR-H€ADiR--- METAL DRIP EDGE FLASHING FILLERS I II I lu I u I ;n I In i n i In I lu I n I ;n I lu I n I iu I ;u I u I ;u I u I 10 FT. OVERHEAD DOOR TRACK II 1 I II i I i II I I II I 10 FT. OVERHEAD DOOR iii I n I I i it I i II I II I i II I I II I i II I BREAK METAL TRIM in I in I i II I I II I n I DEPRESS SLAB AND APRON 3/4" #4 REBARS @ 16" O.C. - 6" CONC. APRON SLAB W/ 6x6x1.4x1.4 W.W.F. 0.9 i li Ii j II II I N, n Ii n I E-- SLOPE SLAB iii ii I �r s� 4" MIN COMPACTED GRANULAR FILL 3-#4 BARS ® 12" O.C. VERT. �( t #4 DOWELS ® 32" O.C. }Y I 6" CONC. FLOOR SLAB W/ 6x6x1.4x1.4 W.W.F. -x- 6MIL VAPOR J BARRIER 4 MIN. COMPACTED GRANULAR FILL 2" RIGID FOUNDATION INSULATION tD WALL SECTION THRU 10 FT. O.H. DOOR 3/4" = 1'-0" WOOD TRUSSES ® 24" O.C.- MATCH PITCH OF EXISTING ROOF 5/8" O.S.B. ROOF SHEATHING W/CLIPS FIBERGLASS SHINGLES W/ 15# FELT METAL WALL CAP FLASHING MATCH EAVE HEIGHT OF EXISTING BUILDING NEW 6" ALUMINUM GUTTER AND DOWNSPOUTS 5/8" TYPE"X" GYP. BOARD 2x6 BLOCKING BETWEEN ROOF TRUSSES 2x6 DOUBLE PLATE VERTICAL METAL SIDING 7/16" O.S.B. WALL SHEATHING TYVEK BUILDING WRAP METAL BUILDING SIDING BASE FLASHING NEW PAVEMENT --\ 3-#4 BARS ® 12" O.C. VERT. #4 DOWELS ® 32" O.C. 7/16" HARDI-BOARD PANELING - 5/8" TYPE"X" GYP. BOARD - 4 MIL VAPOR BARRIER 5 1/2' FRICTION BATT INSULATION 2x6 STUD ® 16" O.C. 1/2"0 ANCHOR BOLTS ® 32" O.C. - TREATED 2x6 PLATE 6" CONC. FLOOR SLAB W/ 6x6x1.4x1.4 W.W.F. 6MIL VAPOR J BARRIER 4" MIN. COMPACTED GRANULAR FILL 2" RIGID FOUNDA11ON INSULATION m WALL SECTION THRU SIDE WALLS 3/4" = 1'-0" CERTIFIED BY Z DRAWN BY 7/19/04 BDP O CHECKED BY 04025 O L—(n SCALE 3/4"=1'-0" 1:1 ® cr F_ oa w Q C. O N O Cj Z = < Q Z J_ to t o T N W = W N 0- a < W a M z Cn O °C O o `L CL m z DRAWN BY 7/19/04 BDP PROJECT NO. CHECKED BY 04025 O DRAWING SCALEPLOT SCALE 3/4"=1'-0" 1:1 FILE NAME 04025A6.1 F_ C. U (�n LTJ 0 m w C) O z DATE DRAWN BY 7/19/04 BDP PROJECT NO. CHECKED BY 04025 KAS DRAWING SCALEPLOT SCALE 3/4"=1'-0" 1:1 FILE NAME 04025A6.1 WALL SECTIONS SHEET NO. A6,1 SHEET OF O 0 UD0 Q Q 0 . Q 3 N N O Q O lC7 CL O Q 0 O O cv EXISTING ROOF TRUSSES AND STRUCTURE TO REMAIN EXIST. VERTICAL METAL SIDING EXIST. WALL SHEATHING NEW METAL DRIP EDGE FLASHING CAULK WEATHER TIGHT + NEW CASEMENT COMBINATION WINDOW o WITH COMBINATION TRANSOM ABOVE VERIFY ALL WINDOW DIMENSIONS NEW METAL FLASHING CAULK WEATHER TIGHT INFILL WITH EXISTING VERTICAL METAL SIDING SALVAGED FROM o EXISTING BUILDING NEW WALL SHEATHING TO MATCH EXISTING NEW METAL PANEL FLASHING EXISTING FOUNDATION EXISTING ROOF DECKING TO REMAIN TEAR OFF EXISTING ROOF r NEW FIBERGLASS SHINGLES W/ 15# FELT / OVER EXISTING ROOF DECKING \-- EXISTING CEILING MATERIAL EXISTING 2x6 DOUBLE PLATE EXISTING HARD BOARD WALL PANELING EXIST. FRICTION BATT INSULATION //— EXIST. 2x6 STUD 0 16" O.C. NEW 3-2x8's WINDOW HEADER W/1 /2" PLYWOOD FILLERS �- NEW WOOD TRIM -OWNER SPECIFIED NEW WOOD HEAD SILL EXTENSION WOOD TRANSOM TRIM NEW WOOD SILL EXTENSION NEW WOOD TRIM -OWNER SPECIFIED NEW 2-2x6'sPLATES NEW 4 MIL VAPOR BARRIER NEW 5 1/2" FRICTION BATT INSULATION NEW WALL PANELING MATERIAL TO MATCH EXISTING NEW 2x6 WALL STUDS® 16" O.C. - NEW 1/2"0 EXPANSION BOLT ANCHORS ® 16" O.C. NEW TREATED EXIST. CONC. FLOOR SLAB 2x6 PLATE WALL SECTION THRU NEW WINDOW 3/4" = V-0" CERTIFIED BY Z DRAWN BY E E a CHECKED BY O O F— PLOT SCALE V9 f� C)cr 25A6.2 U U C) Q �.> W cr !E :E 0 o U U Z — = Z Q Q Z _J ca co O C6D M W Lo L_ i N t� Z Q W a Z 1 o� M Q1 O `- a oc m CL W F -- Q V =M w N O LzC) � Q � o o Q) c:) opo o cn I oo . N r C-4cV O +1- ^ CV O N in C O X -C Q CD a_ Ll-. Z DRAWN BY 4 BDP O CHECKED BY O F— PLOT SCALE 0" [NAME 1:1 C)cr 25A6.2 1- C) Q W cr O 04 0 o Z — = w Z Q Q Z _J co co O C6D M W W = r w0 Lc) J a_ N t� Z Q W a Z o� ft- O `- O oc m CL z DRAWN BY 4 BDP CHECKED BY O PLOT SCALE 0" [NAME 1:1 25A6.2 1- n U w D m W F -- Q O LzC) SHEET N0. A6.2 SHEET OF DRAWN BY 4 BDP CHECKED BY KAS PLOT SCALE 0" [NAME 1:1 25A6.2 SECTIONS SHEET N0. A6.2 SHEET OF VAIllN ARFA � � u STIVA E'dISTIMG PvPiS I r FxI nr j EXISTING CEILING HUNG SPACE HEATER TO BE _ - r? �� RELOCATED Li�j( Ulu#1 — EXISTING GAS METER / L_J RELOCATED CEILING HUNG / SPACE HEATER y :..... EXISTING CEILING HUNG SPACE HEATERS TO : REMAIN T#2 T #2 EILING HUNG -- ....... ... SPACE HEATERS - MATCH EXISTING MECHANICAL PLAN MEP1 m0M4M HEATING AND VENTILATION NOTES A PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE HEATING AND VENTILATING WORK INDICATED ON DRAWINGS AND AS REQUIRED BY LOCAL CODES AND ORDINANCES. B INCLUDED IN THIS SECTION IS ALL WORK TO INSTALL UNIT HEATERS AS SHOWN ON DRAWINGS. ALL UNIT HEATERS ARE TO BE CEILING MOUNTED TYPE AND FURNISHED AND INSTALLED BY HEATING CONTRACTOR. C WHERE REQUIRED, PROVIDE CLASS B GAS VENT FLUES, COMPLETE WITH CAP, COLLAR AND FLASHING. D INSTALL THERMOSTAT COMPLETE WITH ALL NECESSARY WIRING AND CONTROLS. LOCATION AS INDICATED ON DRAWINGS, THERMOSTAT SHALL PROVIDE FOR AUTOMATIC/MANUAL FAN OPERATION. E ADJUST ALL CONTROLS AND EQUIPMENT FOR PROPER OPERATION. LUBRICATE AND CLEAN ALL EQUIPMENT PRIOR TO ACCEPTANCE OF BUILDING OWNER. F COORDINATE ALL WORK WITH ELECTRICAL AND PLUMBING CONTRACTORS. G FURNISH OWNER WITH ALL OPERATING MANUALS AND MAINTENANCE INSTRUCTIONS FOR EQUIPMENT INSTALLED. H CONTRACTOR SHALL PROVIDE METHOD FOR OUTSIDE AIR TO MEET ASHAR REQUIREMENTS. I THIS CONTRACTOR SHALL GUARANTEE ALL WORK INSTALLED UNDER THE CONTRACT TO BE FREE OF ANY DEFECTIVE WORKMANSHIP AND MATERIALS, USUAL WEAR EXPECTED AND SHOULD ANY SUCH DEFECTS DEVELOP WITHIN A PERIOD OF ONE YEAR AFTER ACCEPTANCE OF WORK BY OWNER, THIS CONTRACTOR SHALL REPAIR AND/OR REPLACE ANY DEFECTIVE ITEMS AND ALL DAMAGE RESULTING FROM FAILURE OF THESE ITEMS AT NO EXPENSE TO THE OWNER. RELOCATED METER HEAD OPHOTO CELL EXISTING ELECTRICAL PANEL RELOCATED INCOMING POWER CONDUIT BY E.C. OR POWER COMPANY ELECTRICAL RISER DIAGRAM NOT TO SCALE GROUND PER NEC CODE r,. NEW LOCATION FOR - ELECTRIC METER AND o INCOMING POWER F= CONDUIT crcr V) z 0 U 3 w z RELOCATE EXISTING ELECTRIC METER AND INCOMING POWER CONDUIT SL '1;•;G "Fri, j rv:,! ilr.tr, APF,, F02 F02 r ! F03 o'I FIAT" .it.% I F i F01 ' F01 120V DUPLEX OUTLET MOUNTED IN CEILING Hj U-1 F01 120V DUPLEX OUTLET MOUNTED IN CEILING F01 t l EXISTING F01 NEW WALL PACK " LIGHTINGrPl I E- r ,,•;I� �rt '; � ON PHOTO CELL IPJ TF (: EFTt TO PANEL = pn W EM TO PANEL „tt r EXIST. ELECTRICAL PANEL F01 F01 F01 FU -2 FU -3 n d� F01 NEW F01 +48" --- 120V DUPLEX OUTLET MOUNTED IN CEILING P 3, F01 f F01 F01 SL NEW NEW NEW NEW EM +48" +48" +48" +48" _.. _. W� NEW WALL PACK LIGHTING FIXTURE - ON PHOTO CELL LIGHTING AND ELECTRICAL PLAN MEP1 1/8" = LIGHTING SCHEDULE ELECTRICAL SCHEDULE F01 FLUORESCANT LIGHT FIXTURE S-259-SSO-F96T8 120V -20 AMP QUAD RECEPTACLE F02 FLUORESCANT LIGHT FIXTURE GA-332-SD-SSO-F32T8 120V -15 AMP DUPLEX RECEPTACLE F03 FLUORESCANT LIGHT FIXTURE PR-232-SSO-F32T8 EM EMERGENCY EXIT LIGHT C82REM 120V -DISCONNECT BOX W WALL PACK FIXTURE CB-400-MH-LDWP FU -1 Wl WALL PACK FIXTURE CB-100-MH-MWP SL WALL MOUNTED FIXTURE- 75 WATT INCADESCANT ELECTRICAL NOTES A PROVIDE A COMPLETE ELECTRICAL SYSTEM AS DESCRIBED HEREIN. B ELECTRIC WORK SHALL COMPLY WITH LATEST NATIONAL ELECTRICAL CODE AS WELL AS STATE AND LOCAL GOVERNING CODES. C E.C. SHALL PAY ALL PERMITS AND INSPECTIONS AND PROVIDE CERTIFICATE OF INSPECTION. D PROVIDE REQUIRED SERVICE AND EQUIPMENT GROUNDING SYSTEMS. CONDUIT SYSTEM SHALL BE ELECTRICALLY CONTINUOUS AND SHALL BE SAFETY GROUNDED AT DISTRIBUTION PANEL. ALL DEVICES SHALL BE BONDED TO SYSTEM. PROVIDE A SEPARATE GROUNDING CONDUCTOR IN EACH CONDUIT, #12 MINIMUM OR AS SHOWN ON DRAWINGS. E PROVIDE POWER WIRING AND HOOKUP FOR EACH MECHANICAL EQUIPMENT ITEM. E.C. SHALL MOUNT, PROVIDE WIRING AND MAKE FINAL CONNECTIONS TO EQUIPMENT CONTROL PANELS( WHICH INCLUDE PRE -WIRED STARTERS, RELAYS, ETC. ). FURNISH AND INSTALL ALL STARTERS WHICH ARE NOT FURNISHED AS A PART OF MECHANICAL EQUIPMENT. F ELECTRICAL DEVICES, MOTOR STARTERS, DISCONNECT SWITCHES, ETC. SHALL BE SUPPORTED INDEPENDENT OF AND ISOLATED FROM EQUIPMENT VIBRATION. G TEST ELECTRICAL SYSTEM FOR SHORT CIRCUITS AND MEGGER TEST FEEDERS AND BRANCH CIRCUIT WIRING. INSURE LOW IMPEDANCE GROUND SYSTEM. H PROVIDE RIGID GALVANIZED STEEL HEAVY WALL CONDUIT FOR SERVICE AND PANEL . FEEDER CONDUITS. FITTINGS SHALL BE STEEL, THREADED, SET -SCREW TYPE WITH INSULATED THROATS. FURNISH EMT CONDUIT FOR INTERIOR WIRING WHERE PHYSICAL DAMAGE IS NOT A CONSIDERATION. MINIMUM CONDUIT SIZE IS 3/4" EXCEPT FOR FLEXIBLE RUNOUTS TO FIXTURES, MOTORS, ETC., WHICH MAY BE 1/2". 1 CONDUIT SHALL BE CONCEALED WHEREVER POSSIBLE AND SHALL BE RUN PARALLEL OR PERPENDICULAR TO BUILDING WALLS AND CEILINGS. J CONDUIT INSTALLED IN OR BELOW SLAB SHALL BE GALVANIZED RIGID CONDUIT. NO CONDUIT LARGER THAN 1 1/2" DIAMETER WILL BE INSTALLED IN SLAB. K PROVIDE FIXTURES AS LISTED ON LIGHTING FIXTURE SCHEDULE. PROVIDE NECESSARY MOUNTING HARDWARE FOR A COMPLETE INSTALLATION. PROVIDE LAMPS, BALLAST AND SPECIAL CONTROLS. L E.C. SHALL GUARANTEE WORK INSTALLED UNDER THIS CONTRACT TO BE FREE OF DEFECTIVE WORKMANSHIP AND MATERIALS. USUAL WEAR EXPECTED AND SHOULD ANY SUCH DEFECTS DEVELOP WITHIN A PERIOD OF ONE YEAR AFTER ACCEPTANCE OF PROJECT BY OWNER, E.C. SHALL REPAIR AND/OR REPLACE ANY DEFECTIVE ITEMS AND DAMAGE RESULTING FROM FAILURE OF THESE ITEMS AT NO EXPENSE WHATSOEVER TO THE OWNER. M E.C. SHALL VERIFY CAPACITY OF EXISTING ELECTRICAL SERVICE AND UPGRADE AS REQUIRED. N E.C. SHALL VERIFY ALL ELECTRICAL REQUIREMENTS FOR OVERHEAD DOORS, HYDRAULIC LIFTS, SHOP COMPRESSORS, AND ALL OTHER BUILDING EQUIPMENT. X W z 0 v 0 z 0 v PLUMBING NOTES A PROVIDE ALL LABOR, EQUIPMENT AND MATERIALS NECESSARY TO EXECUTE THE PLUMBING WORK INDICATED ON THE DRAWINGS, AND AS REQUIRED BY LOCAL CODES AND ORDINANCES. B PAY ALL FEES AND ARRANGE FOR EXECUTION OF ALL TAPS, METERS WITH REQUIRED ENCLOSURES (IF ANY), ETC. INHERENT TO THE INSTALLA11ON OF NEW PLUMBING SERVICE. C SHALL INCLUDE ALL PIPING; DOMESTIC HOT AND COLD WATER, SANITARY AND SUPPLY AND HOOKUP OF ALL FIXTURES SCHEDULED ON THE DRAWINGS; AND INSULA11ON OF DESIGNATED PIPING RUNS. SHALL ALSO INCLUDE ALL GAS PIPING AND EQUIPMENT CONNECTIONS WHERE REQUIRED. D ALL ITEMS, SUCH AS FITTINGS, ETC. NOT MENTIONED BUT UNDERSTOOD TO BE NECESSARY TO COMPLETE THE PLUMBING SYSTEM SHALL BE INCLUDED. E SOIL, WASTE AND VENT PIPING TO BE OF MATERIAL APPROVED BY LOCAL CODES. F PROVIDE CLEANOUTS FOR SOIL AND WASTE LINES AS SHOWN ON DRAWINGS, AND OF TYPE APPROVED BY LOCAL CODES. G ALL WATER SUPPLY PIPING BELOW GROUND SHALL BE TYPE K SOFT COPPER TUBING. (AVOID FITTINGS BELOW SLAB WHENEVER POSSIBLE). ALL WATER SUPPLY PIPING ABOVE GROUND SHALL BE TYPE L HARD COPPER TUBING. H GAS PIPING FOR HEATING SYSTEMS WITH GAS-FIRED EQUIPMENT SHALL BE INCLUDED IN THIS CONTRACT. GAS PIPING SHALL BE STANDARD WEIGHT, BLACK STEEL PIPE, SCHEDULE 40. PIPING EXPOSED TO ATMOSPHERE OR RUN BELOW GRADE SHALL HAVE POLYETHYLENE PLASTIC COATING. ALL GAS PIPING, FITTINGS AND INSTALLATION SHALL BE IN ACCORDANCE WITH REQUIREMENTS OF UTILITY COMPANY AND ALL GOVERNING BODIES. I INSULATE ALL COLD AND HOT WATER PIPING WITH ARMSTRONG COMPANY ARMAFLEX "11" PIPE INSULATION. SEAL JOINTS WITH ARMSTRONG 520 ADHESIVE. IMPORTANT- HOLD ALL COLD AND HOT WATER PIPING TO WARM SIDE OF INSULATION TO PROHIBIT FREEZING. INSULATION SHALL MEET FLAME SPREAD AND SMOKE DEVELOPED RATINGS REQUIRED BY LOCAL CODES. 'D Cj CERTIFIED BY E E O U U U U U Lo t � U U �� aoi aoi M � � O O I cn N M N � 3 C .. Q v_ �v s V � � 'Ln v , 0 C) �°� o V 00 N r- N > o Q c r` 0 Q z 4 1 NIC CHECKED BY I KAS O PLOT SCALE [NAME VJ ANICAL, RICAL, AND ING PLANS 0 Q CLQ Q W 0 P� V O rN 0 Z D W V z Crj OO J M� W W = LU N Z Q p "z fWnn VJ Q O °C 0 CL LLO a. DRAWN BY 4 1 NIC CHECKED BY I KAS LE PLOT SCALE [NAME 25MEP1 ANICAL, RICAL, AND ING PLANS 0 0 w a� -�s a� U z w O �s F- U) U) w � W o � M IW -U 0 z O z DRAWN BY 4 1 NIC CHECKED BY I KAS LE PLOT SCALE [NAME 25MEP1 ANICAL, RICAL, AND ING PLANS SHEET N0. MEP1 SHEET OF