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Home My WebLink AboutBuilding Plans1 • AAA WAY PLANTING PL SCALE- I / 16 _ I '-0" LANDSCAPE LIGATING LEGEND —_ _ — --- —T --------- � 1 i I I , WffLL LIGHT SPOT LIGHT PATH I IGHT PLANT LIST AC Amelanchier canaden5r5 5hadblow 5erviceberry 4 G' BG f Buxus 'Green Velvet' Green Velvet Boxwood 51 1 2-1 5" ! Betula nigra River Birch 3 10- 12' clump IBN BT ; Berberr5 thunbergii 'A. Nana' Cr. Pygmy Barberry 1 3 1 2- 1 5" ICS j Cortaderia 5. pumila 'Incalma' Pampa55 Grass 2 #3 fA j Fraxinu5 americana A.A. Purple.' � Autumn Purple Ash � 9 3" fG Fothergilla garaenu Dwarf Pothergrila 13 1 15-18" �GT j Gledit5ia triac, inerm. '5kycole' I Skyline Honeoocu5t 4 3-3.5" tip i Hydrangea panicufata 'Grartdiflora' ; Tardiva Hydrangea ! 15- 18" IM Ilex x me5ervae 'Blue Boy' j Blue Boy Holly I 10 24" IV i Itca virgrnica i 5weet5pire 9 12-15 M5 I Mr�,canthu5 5inen5i5 'Morning Light'I �MY j Mi5canthu5 5inen5i5 'Yaku Jima' Morning Ught Mamcien Graf i Dwarf Maiden Gra55 43 G 1 #3 #3 I PA Pennr5eturn alopecuroi6e5 'Hameln' ( Dwarf fountain Gra55 39 #3 PG ; Picea glauca 'Globo5a' Globe Blue 5pruce 4 18" PP Picea pungens ( Colorado Blue Spruce 4 1 O' PPP Picea pungens 'Procurnben5' ! Pro5trate Blue 5prvice 1 24" I5J Splraea Japonica 'Little Princess' 1 Little Prrnce55 5rwaea 14 12-15" 5P 5yringa meyen 'Paliban' i Dwarf Korean lilac 9 18" I TW I Taxu5 x media Warbn' i Wardii Yew 30 18-24' I Taxu5 x media 'Hick5ii' H ck'5 Yew 8 30" �TH VC !� Viburnum carle5ii Korean 5prce Viburnum j 8 30" VR Viburnum x r. 'Leathereaf' Leatherl, f Veburnum 1 4 i i 30" I j VM ( Vinca minor, Myrtle PER. j Mixed Perennials #1 1 A i Mixed Annual, I 1 � 1 4- p { _ '---' M �N" Q v as /)(73 ..... { 1 M �N" Q v as /)(73 ..... n" P z L C P4A 14 N M �N" Q as ..... z �✓ ^4 ASSUMED NORTH SCALE: 1"=1 ' I m i z D ( , EX. 6" STANDING CURB 4 1 C I Cr Z m m C c v I! 7 D Z L Cm i 3 Z z �XZ TBM#i �c Y� I z C _ I D 1K/_� J i Z o '' II o x XV, = I EX. 6" STANDING CURB X 25' i IL -Y EAS ENT I I i I ``= ( z RESERVED !N DECD I J BOO 329, AGE, 519 1 i ME' 828.6 I I FL MEy-== "al4 HP j EX. 50' R/W i j I 6ME ME 827.54 I WQV OD -WE ' I 828 91 M EC TC 829.08 ME M2& ME ME ME(827.76 ME 1 i 8 , C TC EX. PAVED AREA INLET-, I j M .1 1 829.4 829.3 TC= 826 44 X 829.4 828.9 / %INV. 824.3 "�12" RCP S) EX;, 6' ;TANDiNG CL2B -,'- 829.6 I x I ;� 829 36 TC ' f !� TC T ME ----------------- i 8 r', + xkJ w w -- I' 2 2 i I 8 4 FL f , TC HP PROPOSED BUILDING ! I ,. M E FFE=829.44 e2s.3 ! I ' ; +. PAD=828.77, �' I ►iULii-TREE �, a i I x .3s 629.01 6.91 EX. 10' UTILITY AND DRAINAGE I IE 1 ME TC x } I EASEMENT PER INSTRUME�I T ME 828.6 _ I =ME I I ? I ac• i I w + #87-8969j I x '" M _ .. _ _ E • _._I u _ - -82&2 FL I 829.01 PER WATERI LINE + f�l EX. BEEHIVE INLET �1 I < 1"APLE -' TC= .$24. i 0 -IINV. 822.6 (8PVC SEl I I I� Q EX. INV..INV. = 2 . 8 2 Q EX 4 6 •.= _ - CO IE=825.4 FL 825.4 �2 10" MAPLE x 1 1 1 _CO TC=828.9S � Q. 4 8.9 CQ _ 8 .9 10T 01'...5"_P1 Af iY SEWE_ 6 LA ERAL® 1.0% MIN. C I � 828.0 FL - N 8 7.8 ' -- 0 --..--__-:,, 826. � %- . 826. FL _"' _ .�• _ 828.3 FL _"'"„� °°° __-___„•,r °°° --._ `y _ CO TC� C O M EX. 8 CHAIN LINK FENCE ' EX. PAVED AREA INLET Fk �2ME 1 ME 1 ME TC= 826.03 EX. PAVED AREA INLET � RCp -_ - " RCP N 12 820.8 = INV. TC= 829.12 ( ) t INV. = 824.9 12" RCP N ,� . r %! INV. = 820.8 (12" RCP W) _ INV. = 822.1 (12' RCP SE) _ I INV. = 822.6 (8 PVC NW) ----------------------- - - EX. 10' UTILITY AND DRAINAGE EASEMENT----------------- --------- � ---- - �$��,,, 1 C h t f+ �1 ;L11 -g), Emma BM SPOT ELEVATIONS AT THE INTERSECTION OF AAA WAY AND STATION DRiVE PER THE HAMILTON COUNTY GIS SYSTEM DOWNLOADED ON MARCH 8, 2002- ELEVATION 002 ELEVATION - 827.90 TBM 11 CUT SQUARE ON THE SOUTH END OF ISLAND IN PARKING LOT ELEVATION - 828.63 iBM #2 CUT SQUARE ON THE CORNER OF CONCRETE PAD LOCATED WEST OF THE SOUTHERLY BUILDING ELEVATION - 831.25 HOLEY MOLEY SAYS DON'T DIG BLIND "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-382-5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69-1991. IT iS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. WATER SERVICE NOTES: i. METER & BACKFLOW DEVICE MUST BE INSIDE BUILDING. 2. POST -CAPS, OR EQUIVALENT, ARE REQUIRED ON WATER VALVE INSTALLATIONS. 3. A 1" CURB BOX TO BE INSTALLED. 4. ASBUILT WATER SERVICE DRAWINGS ARE TO BE TURNED IN TO CARMEL OFFICE OF UTILITIES BEFORE WATER IS TURNED ON. 2. 3. 4. 5. 6. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK iS STARTED OR RESUMED. STANDARD SPECIFICATIONS FOR THE CiTY OF CARMEL, INDIANA SHALL APPLY FOR ALL WORK ASSOCIATED WITH THIS PROJECT. ANY UTILITY TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRiOR TO ANY EXCAVA71ON FOR FIELD LOCATION OF SERVICES. SERVICE WALKS SHALL BE NON -REINFORCED CONCRETE 4° THICK AND 5' iN WIDTH OR AS DEPICTED HEREON. EXPANSION ANTS AREA TO BE PLACED AT ALL WALK INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS AND CONTRACTION JOINTS AND ARE TO BE CONSTRUCTED PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH A CONTRACTiON JOINT EVERY 20' OR LESS. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. ALL CONSTRUCTION ACTIVITY ON THIS SiTE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TiLE CROSSES PROPOSED BUILDING PADS. ALL FiELD TiLES INTERCEPTED TO BE PERPETUATED INTO STORM SEWER SYSTEM. THE SUBCONTRACTOR SHALL NOTIFY iN WRITING THE OWNER AND THE ENGINEER IN ANY CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPUSHED. ALL FILL .AREAS SHALL BE COMPACTED TC AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D-1557). FILL UNDER THE FOOTING SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D-1557). Tr pc�-gnzq� -�-- -- Storm Sewer 03/29/02 Sanitary Sewer DRAWN BY: C 0 - Existing Contour Existing Elevation DEVELOPMENT PLAN New Pavement Grade ® All Other Finish Grades TC Top of Curti/Casting Elevation ME Match Existing Elevation FL Flow Line Elevation HP High Point Elevation LP Low Point Elevation WV. Invert Elevation iX Existing 'Co Sanitary Sewer Cleanout O Water Meter H Water Valve # Area Light - Flow Arrow Swale (l� Existing Gas Main Existing Telephone Existing Water Main -- Existing Electric Line �,•``�`�',p K. SEXY'', �.Q ti ' STEZAAA RF o No. 9500028 cj� STATE OF tv %ogF '��` ��/1if111H11{NLIMLLL� DATE: THIS DRAWING AND TI+E IDMS, GNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORAAOI, AND ARE NOT TO BE USED OR REPRCDUCED, IN WHOLE OR iN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEiDER CORP. (200' cl Schn6kler THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 armei, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 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.: 03/29/02 4029.002 DRAWN BY: C 0 KDK SHEET TITLE: DEVELOPMENT PLAN a � XREF: 4O'19002BS.dwg )REF: topo-adwg XREF: 40290011.dwg SHEET NO.: (Cn(02 z z W � C\2 E� DATE: PROJECT NO.: 03/29/02 4029.002 DRAWN BY: CHECKED BY: KDK SHEET TITLE: DEVELOPMENT PLAN DRAWING FILM- S. \4K\4M\002\dwV\C1 Old" XREF: 4O'19002BS.dwg )REF: topo-adwg XREF: 40290011.dwg SHEET NO.: (Cn(02 Wheat or Rye Oats Annual Ryogross RM iw Temporary Seeding Oates Non-irlgcted• HATCH PATTERN DENOTES PERMANENT SEEDING Irrigated SCHEDULE Dormant 25 B - o41 Seeding** INSTALLATION SEQUENCE - - - needed during this period. To control ■Irrigation erosion at times other than in the shaded areae, SiLT FENCE use mulch. • Late summer seeding dates racy be extended 5 days WtEMY If mulch is applied. '• increase seeding application by 5OX WATER AS FiGURE 5-3 - Temporary Seedings Kind of Seed 1000 Sq. Ft Acre Romance Wheat or Rye 3.5 Is. 2 bu. Cover seed 1' to D 1 1/2' deep Spring Date 2.3 tbs. 3 bu. Cover seed 1' deep Annual ryegross 1 ib. 40 lbs. Cover seed 1/4'deep• • Not necessary where mulch is applied Seedbed Preparation Apply Ilene to raise the pH to the level needed for species being seeded. Apply 23 pounds of 12-12-12 andyels fertilizer (or equivalent) per 1000 sq, ft. (approximotety 1000 pounds per acre) or fertilize according to test Application of 150 Is. of ammonium nitrate on areas low in organic matter and fertility will greatly enhance vegetative growth. Z Work the fertilizer and lime into the soil to a depth of 2-3 incheswith a harrow, disk or rake operated across the slope as much as Possible. SIT FENCE TO ES FENCE TO TIE Seeding INTO EARTH SLOTO EARTH SLOPE Select a seed mixture board on projected use of the area (Figaro 5-2),while considering best seeding dates. See Figure 5-3 this sheet If toler-ances ere a problem, such as salt tolerance of seedings adjacent to streetsand highways, see Figure 5-4 this sheet before find selection. F?gure 5-2: Permanent Seed Mhli res Species Seeding Rate Suitable PH Site Suitobafty INLET PROTECTION ibs/acre Ib3/1000 wee sq. ft Droughty Drained Wet END SECTION DETAIL Level and Sloping, Open Areas 1. Tal Fescue 35 .8 5.5-6.3 2 1 2 2. Tad Fescue 25 .6 5.5-8.3 1 Red Clover•' 5 .12 3. Ksnbx*y Bluegrass 15 .4 5.5-7.5 2 Creeping Red Fescue 15 .4 - Steep Banks and Gats 4. Tail Fescue 15 .4 5.8-7.5 2 2 Kentucky Bluegrass 25 .6 5. Tal Fescue 35 .8 5.5-8.3 2 ? Emerald Crownvetch" 10 .25 Lawns and High Maintenance Areas 6. Kentucky Bluegrass 40 .9 5.8-7.5 2 Creeping Red Fescue 40 .9 7. Perennial Ryegross 170 4.0 5.0-7.5 (Turf Type) 8. Tall Fescue 170 4.0 5.5-8.3 2 12 EROSION 3 SEDIMENT CONTROL INFORMATION IT TP A B C PRO,ECT !INFORMATION: �-•��-�' (�,-� 3 1 t/2 3 7 7/2� 3 1A Project Location Max See Sheet C100 for the location map. h _ iB Nwrathc The project m+dsts of the wrrotruction of 1 Wilding. Site mretruction a srhedded to begin in the Sprang of 2002 aid be completed in the Sumrtbr of 2002 iC location of Planed aid/or fasting Roods UtilRks Structsuas HHlgHn.ays etc See : _.......... Sheets COi and C102 for proposed and endeting ifwave rients. X :_ 1D Lot and/or Buidng LDeationz See Sheet COi for among Vocations I STAPLE PER M m 1-4/2 X 1HU 2 amts Pqf sin R TOPOGRAPHIC, DRAINAGE AND GENERAL SITE FEATtiRES: cam SIMPLE asammwsAaeoMa sDPHEa a 2A meting Vegetation: The parcel of red estate to be developed has rousting vegetation of in= arts MbL -+-- Storm Sewer Sanitary Sewer ;: - - --- - Gce Existing Contour Existing Elevation -- Flow Arrow 20 _ m� = 10 0i W `M �e °O° Swale (!� 1111 '-= = 2B Location and None of AI Wetlands, Lakes and N4tm Causes On and Adjacent io the m : B-- Sols None EROSION CONTROL AND SEQUENCING SIMM In = LERM +so - _: C 2C 100 Yew Floo ipiaim noodway Fringes, and Floodwoys No FEMA depicted Floodploins VtH m ® x ® w Roadways. EROSION CONTROL MEASURES MAINTENANCE REQUIREMENTS ? CONTRACTOR SHALL INSTALL ALL REQUIRED SILT FENCES LOC AND INLET PROTECTION FOR EXLS7ING INLETS PRM TO THE 75 A x START OF ANY EARYH MOVING OR STRIPPING. so A __ 9._ _ _..: AP HATCH PATTERN DENOTES PERMANENT SEEDING EROSION CONTROL SCHEDULE EROSION CONTROL MEASURE 25 B - o41 MAINTENANCE INSTALLATION SEQUENCE - - - All sii; fence "! be prefabricated by the supplier. 2 CONTRACTOR TO PREVENT SOL FROM BEND TRACKED 11 21 1.1 SiLT FENCE WEEKLY TS AND AS NEEDE9 EOR TO AND GRADING EXISTING INLET PROTECTION WtEMY AS D PRIOR TO CLEARING AND GRADING PERMANENT WATER AS SEMETNT DFPCSlf5 TO EN�iE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN, AFTER FiNISH GRADING EROSION MATTING Y AFTER STORM EVENTS AND AS G g LANDSCAPE AROUND WA D GRADING AROU FINISH UNITS Silt Fence Materiel �9 eloan 7lrrer �� dig � ft 2, NY= P LY Epi ORATION OR DAMAGE FROM CONSTRUCTIQI V OF T PROTECTION N A s ry{ ,I AFTER 41 AREAS DRAW TO TH17SE VW ARE STM= REMOV 5L T N/A DOW Oa4211R UPa Sit ret MD AtOtAAE AreR1Al RNFALL AFTER ALL AREAS DRAW 'C THESE AREAS ARE STA8KJM1 -+-- Storm Sewer Sanitary Sewer ;: - - --- - Gce Existing Contour Existing Elevation -- Flow Arrow 20 _ m� = 10 0i W `M �e °O° Swale (!� 1111 '-= = 2B Location and None of AI Wetlands, Lakes and N4tm Causes On and Adjacent io the m : B-- Sols None EROSION CONTROL AND SEQUENCING SIMM In = LERM +so - _: C 2C 100 Yew Floo ipiaim noodway Fringes, and Floodwoys No FEMA depicted Floodploins VtH m ® x ® w Roadways. EROSION CONTROL MEASURES MAINTENANCE REQUIREMENTS ? CONTRACTOR SHALL INSTALL ALL REQUIRED SILT FENCES LOC AND INLET PROTECTION FOR EXLS7ING INLETS PRM TO THE 75 A x START OF ANY EARYH MOVING OR STRIPPING. so A __ 9._ _ _..: AP HATCH PATTERN DENOTES PERMANENT SEEDING Lt EAddng and Planned Contour tines See SIneets C102 for existing contour Ines and StRAW BALE DAM MAIREIIANCE REQUIRE1191i 4 25 B - o41 OiANEL arra UNA STARE PATea •C• Proper 4�4 - - - All sii; fence "! be prefabricated by the supplier. 2 CONTRACTOR TO PREVENT SOL FROM BEND TRACKED 11 21 1.1 6111 ACCIaNAL SWIFS a ME UPPS AT Fcbrc Weigh:t.._......................................»»......»... 4 02 s yd 1. NSP�T STRAW BALE DAYS AFTER EACH STORM EVENT AND PROMPTLY REIROVE ANY � WASHED INTO EDaS71HNC ROADWAYS aWE 1tAaEur Ulm PROEM VAIER LIE 2F Location of Specific Points Whore Starmwater Discharge 0 Lame the Site: Burst Strength._........................»............................ SEMETNT DFPCSlf5 TO EN�iE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN, UV Resistonca... _.._............... ......... ................... SOL A.O.S.................... ......... _.»..-.-.......... ._... ........ _SSSS Stormwater a collected via an m ste systen of nubs std orb wales and cx me* to Slurry Flow Rate _................. „ ........... .__»SSSS.».. TM1116 CARE OT M 1 MMW THE E7NTRENCIED BALES 3 LAND ALTERATIONS 041CH STRIP THE LAND OF 75 X Silt Fence Materiel �9 eloan 7lrrer �� dig � ft 2, NY= P LY Epi ORATION OR DAMAGE FROM CONSTRUCTIQI VEGETATION, tNCLUDING REGRADING, SHALL BE DONE SURE PAteaR APPLY W ALL TQM WWA mllin eLMrVE siME MTesa WY wN7 s ry{ ,I gg y I8 AMM AM MM 11111MIEDIATELY. N A WAY THAT WILL MINIMIZE EROSION. WHENEVER DOW Oa4211R UPa Sit ret MD AtOtAAE AreR1Al RNFALL 2G Identify AI Recelving Haters Recdvi+g waters Cad Greek 3. AM I E' E �IA ,GE �A HAS BEEN STABI17E7t , REMOVE ALL FEASIBLE. NATURAL VEGETATION SHALL i E RETAINED AT 2A'E Larl:aa NEM tall !Ba Fffi al NX SPECIFIC NOTES AND ADDITIONAL DETAILS.DONI Gen. I Sol STRAW BALES M SF811Tt71T, BHS THE DiSTURBED AREA TO MADE, AND STABiL12E AND PROTECTED. AS GRADING IS DONE, INSTALL DROMSE M L/ea WA a 11EM am tff 0.3 2H Potaf id Arecs Where Starmwate May Enter Graubwater. Ione. N D VELOPIMANII EROSION CONTROL ill DEVEI.OPHNC AREAS D SILT FEMMS, AND OTHER RUNOFF CONTROL BtlNSE1S STAPLE PAT1at •L' 1HalAD BE la»fD. Creeping Red Fescue �-800-382-5544 MEASURES AT APPROPRIATE LOCATIONS TO KEEP 21 Location of Stormrater Systwm There s no wapwed star sewer nfrcstrucaae for SILT FELE MAINTENANCE REQUIREMI N'S SEDIMENT CONTAINED ON SITE. the PMjNt Ste. ITIS AGAINST THE LAW TO EXCAVATE Festuca rubra 2 1 2 1 1 4 ALL DISTURBED AREAS SHALT. SIE SEEDED AND STRAW Med- 2 I�+tD DISTURBING AO11NT1ES t. INSPECT THE SLT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. MULCHED AS SHOWN ON THE PLANS IMiEDLATE.Y I a lJiE '�a�' � � ff Kentucky Bluegrass 2 IF FENCE FABRIC TEARS, STARTS TO DECOWOSE, OR N ANY WAY BECOMES AFTER COMPLETION OF GROUND ACTIVITY. DE tDitS ff SIE aNeET 9raED SE WM AChIRST E/laH Per, DE IRE RANIV son E 'SAM or ARM EE am W DE SAFE et AT 3A Location and Dinarsons of all Disturbed Areas See Sheets C133 shown e 9 3. (EFFECTIVE. REPLACE THE AFFECTED PCRi�i YEDIATEIT. REMOVE DEPOSITED SE MENT U*N IT REAC ET NALF THE CC HT OF THE FENCE AT 5 PERMANENT AIR FINAL VEGETATION STRUCTURAL LDW3 ff WE stem 9HatID E t7h9tAPP® Y. A 1�RK STARED N PLACE WIN r the Irriits of constntetiaL ITS LOWEST PINT OR IS CAUSING THE FABRICTO BULGE I EROSION CONTROL DEVI(t;>=S SHALL BE INSTALLED AS • - Preferred 2 - Will Tolerate " Inoculate with specific inoculant ERE a vs0:7 9HaAD NOT a: 4fE70� aR AHLOED 1a LAY - LaOIBY an OLE sin aEACE To AOEIE RAA LN 3AM&7 M SCL OxE cr Ranking. Salt Tolerance (to both soil snits & spray): 1 Good T Tolerance 2 Medium MT Medium Tolerance - Not tolerant S Slight Tolerance FIGURE 5-4 SILT FENCE HATCH PATTERN DENOTES PERMANENT SEEDING Slit =once stall be a machine produced, non -woven geotextle of 1007E :i 4 All stokes shad be 2' X 2' hardwood 36' tail with 24' tail int?- stapled to stakes over fabric as reinforcement. - - - All sii; fence "! be prefabricated by the supplier. No field assembly will be accepted. aMBERi alma 1E aseIAPPPD 4 - r a A '91SaE asEar. Fcbrc Weigh:t.._......................................»»......»... 4 02 s yd Grcb Strength._ ...................... ».»_SSSS..... Warp 125 tbs. Elongation. ............................................ .............. Worp 50 X Trapezoidal Tear Strength ...... ».... ............ ............. 50 Its. Burst Strength._........................»............................ 20C psi UV Resistonca... _.._............... ......... ................... SOL A.O.S.................... ......... _.»..-.-.......... ._... ........ _SSSS 50-80 Slurry Flow Rate _................. „ ........... .__»SSSS.».. 225 gprn/sq. ft Sediment Retention ........................... 75 X Silt Fence Materiel Stakes O 5' G.C. Salt �� a�a+_ �� s�Mr ts� its• CONDITION 5! s ry{ ,I gg y I8 i: ss MR"MCIIt Radii lTgi OF RAriEi. Dont erasion and adinfent conaa control meres and Sheet 7'or03 ' details s e O NOT COVER ALL SITUATIONS. AL PROCEDURES �Y T10N5. REFER TO ER090NCONTROL PLANS FOR Tolerance Wet IlitrnIpry SPECIFIC NOTES AND ADDITIONAL DETAILS.DONI Gen. I Sol ISpry EROSION CONTROL TO COMPLY WITH OOAPIA 327 IAC AND RULE tE, HHAREAS FOR i 0.3 r N D VELOPIMANII EROSION CONTROL ill DEVEI.OPHNC AREAS xb Creeping Red Fescue �-800-382-5544 DEVELOPMENT PLAN. CALL TOLL FREE PER INDIANA STATE LAW IS -69-1991. ITIS AGAINST THE LAW TO EXCAVATE Festuca rubra 2 1 2 1 1 1 Med- 1 20-251 12-18 7-21 I S Kentucky Bluegrass 2 1 2 1 1 1 Med. , 25-35 12-18 10-20 MT i Poo protinais I s 1l z S i Tall Fescue 2 1 1 1 1 1 1 Low 1 24-35 24-36 5-14 Festuca L orundinaose T Perennial ryograts 2 1 2 - 1 2 M 2 15-20 12-18 5-10 MT Ldlum prem» High Crownvetch - 1 1 2 - - Low 1 5-10 24 14-21 T Coroniho varla Red Clover - 1 - 2- - Med 1 7-10 18 5-10 S S Trifolium protases Ranking. Salt Tolerance (to both soil snits & spray): 1 Good T Tolerance 2 Medium MT Medium Tolerance - Not tolerant S Slight Tolerance FIGURE 5-4 SILT FENCE HATCH PATTERN DENOTES PERMANENT SEEDING Slit =once stall be a machine produced, non -woven geotextle of 1007E poiypropyHene meeting the physical propertles below. 4 All stokes shad be 2' X 2' hardwood 36' tail with 24' tail int?- stapled to stakes over fabric as reinforcement. - - - All sii; fence "! be prefabricated by the supplier. No field assembly will be accepted. aMBERi alma 1E aseIAPPPD 4 - r a A '91SaE asEar. Fcbrc Weigh:t.._......................................»»......»... 4 02 s yd Grcb Strength._ ...................... ».»_SSSS..... Warp 125 tbs. Elongation. ............................................ .............. Worp 50 X Trapezoidal Tear Strength ...... ».... ............ ............. 50 Its. Burst Strength._........................»............................ 20C psi UV Resistonca... _.._............... ......... ................... > 7C X A.O.S.................... ......... _.»..-.-.......... ._... ........ _SSSS 50-80 Slurry Flow Rate _................. „ ........... .__»SSSS.».. 225 gprn/sq. ft Sediment Retention ........................... 75 X Silt Fence Materiel Stakes O 5' G.C. Fence Post I �� a�a+_ �� s�Mr ts� its• Fence Post Shouid-/ t-Sdt Fence Materiae Should bo Buried " Below be Buried 6' Below Ground Ground Surface Surface. SILT FENCE DETAIL NTS 2 stakes (typ) Por boic \\ staked - straw bate flow straw bale bindings for straw Dales to be placed parallel compacted soil to ground to prevent piping a Profile (n.t.s.) BEEHIVE INLET STRAW BALE PROTECTION NOTE START 11111I..AMIE7 AT 10Y CIF INE SOUR Ne Roti. N 1FE W=1111(!l OF THE WU1E1t FLOW N 111111E SPALL WEIR TO MMVAC1t�R's IIECOIr@OA#N1.'i FOR PATTlEIS�T ANO STAPLE vmm Oaf, on ufino1 I "r Lw ca rP-a; ¢ s� i 9-7e eta" 00111110, AMIXT Ad VAWL BY sh�sAW oro t0101111« AkIOlCM arEzw OR APPROhm mak EROWN CONTROL MATTING DETAIL .FOR RF& YARD SWALE scat& 01anc 11 ROLL ainrm art a mum ff WER ADL % BIAI WIS OLD N t1ECTra1 OF M1LR RDE Axr aR nE oo ff OLE 4. TAKE CARE TO AVS UNDERMINING THE FENCE DURING (MEAN OUT. SOON AS PRACTICAL UNDER THE CIRCCJMSTANCES $ Sol Stockpiles ab/w Borrow Milos: Areas to be designated by the deveioper. 5, AFTER THE CONTRIEUTNG DRAINAGE AREA HAS BEEN STABILIZED. REMOVE THIS FENCE 6 1HE DURATION OF TIME WHIC I AN AREA REMAINS EROSION AHD SEDIMENT CONTROL MEASURES AND SEDIMENT DEPOS'S, SIM THE DISTURBED AREA TO GRADE, AFD STABIUM EXPOSED SHALL BE KEPT TO A PRACTICAL Ml A&W EROSION CONTROL i1.AMET (SURFACE APPLIED) WXTENANCE REQUIREMENTS ACTIVITY PENOM5 TO UPON THE � MORE TitTHM E AN S, CONSTRCTION Segwrsce of When Foch Measure WY be implemented: See Sheat CO3 for Erosion Control Se h"k shookHg installation so*mnca THE DISTURBED AREAS SHALL BE TEMPORARILY SEEDEr. DURING; VEGETATHWE ESTA�iEt4T, INSPECT AFTER STORM EVENS FOR ANY 48 Mmitathg and Mai tmance Guiddisw far Each Measure Sar Sheet CW far Erason EROSION BELOW THE BLANKET. 7 ALL STORM SEWER INLET PROTECTION DEVNZS SHALL Stheasce 2 IF ANY AREA SHOWS EROSION, FULL BACK THAT PORTION OF THE BLA V COVERING BE PUT IN PLACE AT THE TIME EACH fNL.ET S HATCH PATTERN DENOTES PERMANENT SEEDING jHATCH w r ■ 4 f•rrra■.SS x- SILTATION FENCE - - - CONSTRUCTION LIMITS MEASURES AND OIEVNxS ti/DO CONSTRUCTION AND kr ra.r aMBERi alma 1E aseIAPPPD 4 - r a A '91SaE asEar. UNTIL SILTATION OF THE S>:1EM AND STORM SEWERS 4D Troy Seeding Not APDliodAL WILL NO LONGER OCCUR. � e 4E Ternporary Erasion and Se&nent Contrai Mo tis Sar Sheat 0103 for I-ca"ar+ of staked - straw bate flow straw bale bindings for straw Dales to be placed parallel compacted soil to ground to prevent piping a Profile (n.t.s.) BEEHIVE INLET STRAW BALE PROTECTION NOTE START 11111I..AMIE7 AT 10Y CIF INE SOUR Ne Roti. N 1FE W=1111(!l OF THE WU1E1t FLOW N 111111E SPALL WEIR TO MMVAC1t�R's IIECOIr@OA#N1.'i FOR PATTlEIS�T ANO STAPLE vmm Oaf, on ufino1 I "r Lw ca rP-a; ¢ s� i 9-7e eta" 00111110, AMIXT Ad VAWL BY sh�sAW oro t0101111« AkIOlCM arEzw OR APPROhm mak EROWN CONTROL MATTING DETAIL .FOR RF& YARD SWALE scat& 01anc 11 ROLL ainrm art a mum ff WER ADL % BIAI WIS OLD N t1ECTra1 OF M1LR RDE Axr aR nE oo ff OLE 4. TAKE CARE TO AVS UNDERMINING THE FENCE DURING (MEAN OUT. SOON AS PRACTICAL UNDER THE CIRCCJMSTANCES $ Sol Stockpiles ab/w Borrow Milos: Areas to be designated by the deveioper. 5, AFTER THE CONTRIEUTNG DRAINAGE AREA HAS BEEN STABILIZED. REMOVE THIS FENCE 6 1HE DURATION OF TIME WHIC I AN AREA REMAINS EROSION AHD SEDIMENT CONTROL MEASURES AND SEDIMENT DEPOS'S, SIM THE DISTURBED AREA TO GRADE, AFD STABIUM EXPOSED SHALL BE KEPT TO A PRACTICAL Ml A&W EROSION CONTROL i1.AMET (SURFACE APPLIED) WXTENANCE REQUIREMENTS ACTIVITY PENOM5 TO UPON THE � MORE TitTHM E AN S, CONSTRCTION Segwrsce of When Foch Measure WY be implemented: See Sheat CO3 for Erosion Control Se h"k shookHg installation so*mnca THE DISTURBED AREAS SHALL BE TEMPORARILY SEEDEr. DURING; VEGETATHWE ESTA�iEt4T, INSPECT AFTER STORM EVENS FOR ANY 48 Mmitathg and Mai tmance Guiddisw far Each Measure Sar Sheet CW far Erason EROSION BELOW THE BLANKET. 7 ALL STORM SEWER INLET PROTECTION DEVNZS SHALL Stheasce 2 IF ANY AREA SHOWS EROSION, FULL BACK THAT PORTION OF THE BLA V COVERING BE PUT IN PLACE AT THE TIME EACH fNL.ET S s 11wililip" N etT+ Dan aHArsEt �� I � ofak SIM SOLD fE UMOD D HATCH PATTERN DENOTES PERMANENT SEEDING jHATCH PATTERN DENOTES EROSION CONTROL BLANKET 4 STRAW BALE INLET PROTECTION x- SILTATION FENCE - - - CONSTRUCTION LIMITS s 11wililip" N etT+ Dan aHArsEt �� I � ofak SIM SOLD fE UMOD D showing mantetance sdhealde. IT, ADD SOIL- RE -SEED iM AREA AND RE-LAY ND STAPLE NE BIANKE-. CONSTRUCTED 12 THE GTI' ENGINEER HAS THE AUTHORITY TO REQUEST AMEND EROSION�TRMEASURES OCI 4 4C Perkneter Sedmart Control Meaarm See Sheet C103 for iowtion of pelmets 3. AFTER VEGE?ATIVE ESTABLISINNT, (HECK THE TREATED AREA PERIODICALLY. 8 OCINTRACTOR SttALL MAYlTAW EAOSICN CONTROL 41 Stoole Canstruc," i Entrance; Not AppClceOie. a LOC 1W% DE DOS OF X contra and Short CM3 for detain and specification& MEASURES AND OIEVNxS ti/DO CONSTRUCTION AND `y aMBERi alma 1E aseIAPPPD 4 - r a A '91SaE asEar. UNTIL SILTATION OF THE S>:1EM AND STORM SEWERS 4D Troy Seeding Not APDliodAL WILL NO LONGER OCCUR. 4„ Essoa and Sedrnwi Contrai or, indrv:dud &Add Lots Not Apolkabie. 4E Ternporary Erasion and Se&nent Contrai Mo tis Sar Sheat 0103 for I-ca"ar+ of 9 ONCE ONSITE EROSION AND SILTATION OF THE STREETS 6 s�oNan and sediment control measures ileal SMet CO3 Rio details and STORM SEWERS NLL NO LOINGER OCCUft THE (1,2 C\2 �- CONTRACTORAND SHALL REMOVE DISPOSE OF TEN: RWWADO ff 'DE OLD, �� a�a+_ �� s�Mr ts� its• TEMPORARY EROSION CONTROL DEVICES �Q$l MMLW APF"Ift OF LSE, R� AND gar, s+aLAD BE 4F Permanent Etaeion ab Seamen Cantrd Meaant see Sliest C103 far acation at HOLEY MOLEY SAYS MR"MCIIt Radii lTgi OF RAriEi. Dont erasion and adinfent conaa control meres and Sheet 7'or03 ' details s e O NOT COVER ALL SITUATIONS. AL PROCEDURES �Y T10N5. REFER TO ER090NCONTROL PLANS FOR t t veal SPECIFIC NOTES AND ADDITIONAL DETAILS.DONI T "IT'S THE LAW" 4G Storm Orin rdet PrateCOan: See Sheet CO3 `7 location of alarm aain inlet EROSION CONTROL TO COMPLY WITH OOAPIA 327 IAC AND RULE tE, HHAREAS FOR THIS SHEET Protection and Sheet ^»103 V doiLds and specifiatiars. N D VELOPIMANII EROSION CONTROL ill DEVEI.OPHNC AREAS DIG s 11wililip" N etT+ Dan aHArsEt �� I � ofak SIM SOLD fE UMOD D 4H Stormwator ;1Attat Protection See Sheet CO3 far iaxrt::.r of stomwts outlet protection ata Sheet CS03 for detds and mocificotions SCALE: 12 THE GTI' ENGINEER HAS THE AUTHORITY TO REQUEST AMEND EROSION�TRMEASURES OCI BLIND DW SH - d. OLE ams MU BE r AI By r DEEP cot 11E `ANU 41 Stoole Canstruc," i Entrance; Not AppClceOie. E�1 TO EROSION s. `y ED STARa IEE Rama OF 1W aur, }e1 111ACIFLEAM SFFTm Ca 4„ Essoa and Sedrnwi Contrai or, indrv:dud &Add Lots Not Apolkabie. EROSION BLANKET INSTALLATION 4N. Permanent Seeding: see sheet C'103 fox location of permwer''eNsirg ab Sheet CO3 for detals ond spx'fi &i r. O (1,2 C\2 �- � � � �� a�a+_ �� s�Mr ts� its• �Q$l -WARNING- - "IT'S THE LAW" THIS SHEET TO BE USED FOR EROSION CONTROL ,"IT'S 2 WORKING DAYS BEFORE YOU DiG PURPOSES ONLY. FOR ANY OTHER INFORMATION SEE �-800-382-5544 DEVELOPMENT PLAN. CALL TOLL FREE PER INDIANA STATE LAW IS -69-1991. ITIS AGAINST THE LAW TO EXCAVATE WTHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING I i DAYS COMMENCING WORK. I s 1l z S i n TBMir H;S I i h IL d ♦rY• I js nionne- tissioni Remiss losses on ■rr �'f. = ` a -a � a.: -_ _ - �}_ rti - _.. • i _ � .._ a _- _ -_ .!`_ __ � �`• - �_ _ �1 -' _ _ �'a -- ..: „^.., • i�+�-\� i -C • Y� \ - _ _ • -_ _'-. _ ` mow` ` �.♦-_'S~ - �♦- --- ' i e �' 3 ate`- ``�� Z. 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Ne %�. ♦�. r� y�Y �r < '��• as - - _-s • -- - - :~-• i �'`• .1• _ _ - _ �y� .. ♦ • •. % / -• � • �'�-�S--�•`�,_` 1�•:: _;,_, X - --ate ♦- -��J- _ "� •' _•L- -; -�`y. _;r .-• •, + _"- .-- t . _ _ _J� �„• r. _N . s ..a _ -a----♦ ` �- ��.� .` - -_ _♦ .-�;_.: _._" ♦ ^T - - a..''- ` 1 _T- a. ? �-a-♦: '♦ F. rr - •J Y- v - ♦- _ _ s -` -• - -- a +-i - - - . ♦ r _ t _- ♦ _ •. - . •♦_--7c�r-•.S�`! Vy.... ' ` _ ' - E ti : - - •` • _ i • -rte• ?• x` - ♦_ - - �' _ - a . - .� - - ~ �{ �I - - :a- a+;' - ~ _ - i - Y. •� •- -a - �. - `' -�' - �'O ♦ - - _ `- `- - " - - .0 ` Y _ - .` w a♦ ^ • , ,:a + _ -~ '� _ - Y .- _ : - .. .-+_�_ '_- ♦ • J j'a •e+• -'• _ - �. - 4...E'-�-.M'. ' ` �, ( to t.'r- - `L,.- ~i • 2• ♦ 6 -i L1♦'� tT� 1)♦ t1t>• tRIF�-f>•-� fes- �"tltl ltd . - 1 r� • -a �^. - •_ ♦: - : y -+ -`.;-'!,` ♦--'� - .. - %- �•�''l' a - ` ♦ - i - ••.♦ __ �+ ta�M-ear E>�+t` tie! ti Est slow � -now.. � aPa�` � i Mf � ie1�• n� -+i ss, a, L� Bay ra-Bats attatr � laHa, 'ars -s i` a>• � _� s: �c� `� � -asRs i �f "�- s• 'Basi 1� lr� �tiM,6 ASSUMED NORTH SCALE: 1"=10' Jt� II 0 No. .�' 9500028 C STATE OF acv ,ss�ION&II\ E DATE: ? lS'/�Z THIS DRAWING AND THE 1 AS, SIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE I INTELLECTUAL PROPERTY OF THE SCHNEiDER CORPORATION, AND ARE NOT TO BE USED CR REPRODUCED, iN WHOLE OR IN PART, VATr+OUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHHNEiDER CORP. (2002 f q 411101 Schneider THE SCHNEIDER CORPORATION 1282' E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317,569.8112 Fax: 317.826.6410 www.schneidercorp.com I Architecture Civil, Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineerirg DATE: PRC3ECT NC.: 03/29/02 4029.002 DRAWN BY: CHECKEC BY: KDK SHEET TiTLE EROSION CONTROL PLAN AND DETAILS DRAWANG FILES: S:\4K\4029\002\\dwgs\ClO4.dwg XREF: 40290029S dwg XREF: topo-a.dwg XREF: 4029ERO.dwg SHEET NO.: n®3 Q I Ca -4 O (1,2 C\2 r"I DATE: PRC3ECT NC.: 03/29/02 4029.002 DRAWN BY: CHECKEC BY: KDK SHEET TiTLE EROSION CONTROL PLAN AND DETAILS DRAWANG FILES: S:\4K\4029\002\\dwgs\ClO4.dwg XREF: 40290029S dwg XREF: topo-a.dwg XREF: 4029ERO.dwg SHEET NO.: n®3 i EARTHWORK 1. SCOPE OF WORK A. Extent: The work required under this section consists of all excavating, filling, rough grading and related items necessary to complete the work indicated on the drawings and described in the specifications. The Contractor shall notify in writing the owners and the Engineer of any changes, errors, or omissions found on the plans or in the field, before work is started or resumed. 1. In general, the items of work to be performed under this section shall include: clearing and grubbing, removal of trees and stumps (where required), protection of trees to remain, stripping and storage of topsoil, fill compaction and rough grading of entire site. 2. Excavated material that is suitable may be used for fills. All unsuitable material and all surplus excavated material not required shall be removed from the site. The location of dump and length of haul shall be the Contractor's responsibility. 3. Provide and place any additional fill material from off the site as may be necessary to produce the grades required. Fill obtained from off site shall be of kind and quality as specified for fills herein and the source approved by the Owner. 4. The Contractor shall accept the site as he finds it and shall remove oil trash, rubbish and debris from the site prior to starting excavation. B. Work not included: The following items of related work are specified and included in other sections of these specifications: 1. Excavation, grading and backfilling for utility lines 2. Storm drainage systems 3. Sanitary sewer systems 4. Streets and paving 5. Water supply system 2. BENCH MARKS Maintain carefully all bench marks, monuments and other reference points; if disturbed or destroyed, contractor shall contact engineer. 3. REMOVAL OF TREES A. Remove all trees and stumps from area to be occupied by road and surfaced areas. Removal of trees outside these areas shall only be done as noted on drawings or approved by the Owner. B. All brush, stumps, wood and other refuse from the trees shall be buried onsite or removed to disposal areas off of the site. Disposal by burning shall not be permitted unless proper permits are obtained (where opplicoble). The location of on site bury pits shall be designated by the owner or the Engineer. 4. PROTECTION OF TREES A. General Protection: The Contractor shall be responsible for the protection of tops, trunks and roots of existing trees on the project site that are to remain. Existing trees subject to construction damage shall be boxed, fenced or otherwise protected before any work is started; do not stockpile within branch spread. Remove interfering branches without injury to trunks and cover scars with tree paint. 5. HANDLING OF TOPSOIL A. Remove oil organic material from the areas to be occupied by buildings, roads, wolks and parking areas. Pile and store topsoil at a location where it wilt not interfere with construction operations. Topsoil shall be reasonably free from subsoil, debris, weeds, grass, stones, ect. B. After completion of site grading and subsurface utility installation, top soil shall be replaced in areas designated on the erosion control pian for seeding and/or sodding. Any remaining top soil shall be used for finished grading oround structures and landscaping areas. 6. DISPOSITION OF UTILITIES: A. Rules and regulations governing the respective utilities shall be observed in executing all work under this section. B. if active utilities are encountered but not shown on the drawings, the Engineer shall be advised before work is continued. C. Inactive and abandoned utilities encountered in excavating and grading operations shall be reported to the Engineer. They shall be removed, plugged or capped as directed by the Utility Company and the Engineer. D. It shall be the responsibility of each contractor to verify all existing unities and conditions pertaining to his phase of the work. It shall also be the contractors responsibility to contact the owners of the various utilities before work is started. 7. SITE GRADING: A. Grodea; Contractor *hail perform cit cutting, filling, compacting of fills and rough grading required to bring entire project area to grade as shown on the drawings. B. Rough Grading: the tolerance for paved areas shall not exceed 0.10 feet plus or minus above the established subgrade. All other areas shall not exceed 0.10 feet plus or minus the established grade. All banks and other breaks in grade shall be rounded at top and bottom. C. Compaction Requirements: 1. All building pad areas shall be compacted to standards specified by local and/or state building codes. 2. For compaction requirements of paved areas, see street specifications. 8. Earth Work Balance The Contractor shdl confirm all earthwork quantities pror to start of construction. If an excess or shortage of earth is encountered, the Contractor shall confirm with the Owner and Engineer the requirements for stockpiling, removal or importing of earth. Miner adjustments to the grades may be required to earthwork balances when minor excess material or shortages are encountered. It is recognized by the parties hereto that the calculations of the Engineer in determining earthwark quantities shall be ac- complished in accordance with the American Society of Civil Engineers Standards for such calculations. Further, that these calculations ore subject to the Interpretations of soil borings as the physicai limits of the various son types, dso the allowable variation in finish grade and compaction permitted the contractor, and that all of these parameters may cause either an excess or shortage of actual earthwork materials to complete the project.. if such an actual minor excess or shortage of materials occurs. the contractor shaii contact the engineer to determine if adjustmert can be made to correct the imbalance of earth. SANITARY SEWER SYSTEMS 1. SCOPE OF WORK The work under this section includes all sanitary sewers, manholes, cleonouts and related items including excavating and baekfpling. necessary to complete the work shown it the drowingk starting five feet outside the building walls. The ends of sewers shall be tightly plugged or capped at the terminal points, adjacent to buildings, pending the connecting of all such lines to the buid'ing drain as specified in the plumbing specifications and architectural drawings. 2. MATERIALS A. Sanitary Sewers 1. Ali gravity plastic sewer pipe and fittings shot[ conform to ASTM D3034, SDR -35 and meet a cell classification of 12454 9 in accordance with ASTM 1784. 3. APPLICATION A. Permits and Codes - The intent of this section of the specifications is that the contractor's bid on the work covered herein shall be based upon the drawings and specifications but that the work shall comply with all applicable codes and regulations as amended by any waivers. Contractor shall furnish all bonds necessary to get permits for cuts and connections to existing sewers. B. Local Standards - The term "local standards" as used herein means the standards of design and construction of the respective municipal department of utility company. C. Existing Improvements - Maintain in operating condition dl active utilities, sewers and other drains encountered in the sewer installation. Repair to the satisfaction of the owner any damage to existing active improvements. D. Workmanship - To conform to all local, state and national codes and to be approved by c"! loco' crd state agencies having jurisdiction. E. Trenching - Lay all pipe it open trenches, except when the local authority gives written perrnissicr for tunneling. Open the trench sufficiently ahead of pipe -toying to reveal any obstructions. The width of the trench shall be the inside pipe diameter plus 24 inches for 12 inches above the pipe. Sheet and brace trench as necessary to protect workmen and adjacent structures. All trenching to comply with Occupotionai Safety and Health Administration Standards. Keep trenches free from water while construction is in progress. Under no circumstances shalt pipe or appurtenances be laid in stonding water. Conduct the discharge from trench dewatering to drains or natural drainage channels. F. Special Supports - Whenever, in the opinion, of the Engineer, the soil at or below the pipe grade is unsuitable for supporting sewers and appurtenances specified in this section, such special support. In addition to those shown or specified, sholl be provided as the Engineer may direct, and the controct will be adjusted. G. Backfilling - for a depth of at least 12 inches above the top of the pipe, bcckfM with granular material free from large stones, rack fragments, roots or said. Compact this backfill thoroughly, taking care not to disturb the pips for the remaining trench depth. backfill with earth or granular material containing stones or rocks not larger than 4 inches. Backfiii under and within 5' of walks, parking areas, drivewiliys and streets shall be granular material only - thoroughly compacted, by approved methods. H. Infiltration - The contractor shall furnish necessay equipment to test sewers for infiltration. Infitration rates shall not exceed the Local Standards. All sanitary sewer lines upon completion will be required to pass a low pressure air test. unless otherwise directed by the City of Carmel. Said test shall be conducted according to NCPI Standard Method, and shall be witnessed by on inspector authorized by the City of Carmel. Infiltration under test shall not exceed 200 gallons per inch of inside diameter of sewer pipe per mile of sewer in 24 hours and inclusive of all appurtenances within the section • being tested such as manholes, house connections, etc. L Plastic Sewer Pipe Installation - Plastic sewer, pipe shall be installed In a accordance with ASTM D2321 per latest revision and no plastic pipe shall exceed a deflection of 5X J. Stora Water Connections - qo roof drains, footing drains and/or surface water drains may be connected to the sanitary sewer systems, including temporary connections during construction. K. Waterline Crossing - Where water lines and sanitary sewers cross and water lines cannot be pierced above the sewer with a minimum of 18 inches vertical cleorance, the sewer must be constructed of water works grade ductile iror pipe with mechonical joints within[ 10 feet of the water line. L Utilities - It shall be the responsibility of each contractor to verify all existing utilities and conditions pertaining to his phase of the work. It steoN also be the contractors responsibility to contact the owners of the various utillities before work is started. The Contractor shall notify in writing the owners and the engineer of any changes, errors or omissions found on these pions or In the fieid before work Is started or resumed. M. Service �cterais - individual building service lines shell be 6' in diameter and of material equal to that specified in 24 of this section. Service lines snail be connected to the main sewer by a wye at locations shown on pion. STREETS 1. SCOPE CF WORK The work required under this section includes ail concrete and bituminous paving and related items necessary to complete the work indicated on drawings and described in the specifications, including but not limited to: All streets, parking grecs in contract limits Curbs and gutters Sidewalks and concrete slabs, exterior steps 2. MATERIALS A. Concrete - Ccncrete shail be ready -mixed concrete and shall be a mix of proportioned fine and coarse aggregates with Portland cement and water. Minimum cement content shall be 6 bags per cubic yard of concrete and maximum water content shall be 5.5 U.S. gallons per sack of cement, including moisture in the aggregate. Slump for normal weight concrete shali be a maximum of 4 inches and a minimum of 2 inches. the slump of machine placed concrete shall be no less than 1-1/4 inches nor more than 3 inches. Standard test ASTM C-143 shall be used to measure slump. Compressive strength of concrete at 28 days shall be 4000 psi. All exterior concrete shall have air entrainment of 5% to 8% by volume per ASTM C -260. Retempering of delivered concrete will not be allowed. Concrete shall be composed of: 1. Portland cement - Conforming to ASTM C-150, Type IA or Type IIIA. 2. Aggregates: Conforming to ASTM C-33 3. Water - Shall be clear and free from injurious amounts of oils, acids, alkalies, organic materials or other deleterious substances. B. Welded Steel Wire Fabric - Where required for concrete reinforcement shall conform to ASTM A185. C. Premoulded Joint Filler - Shall be of non -extruding type meeting ASTM D-544 except that premoulded joint filler used in concrete walk construction may be either non -extruding or resilient. D. Bituminous Pavement Materials - Ail materials proposed for the construction of bituminous pavements shcil comply with the Indiana Department of Transportation specifications, per latest revision. E. Compacted Aggregate Subbase: Shall be crushed stone or gravel. Crushed gravel shall be a minimum of 35% crushed material. Chert shall be limited to a maximum of 8% of the total. Material shaii be free from on excess of flat, elongated, thinly laminated, soft or disintegrated pieces; and shall be free from fragments coated with dirt. Compacted aggregate shell be graded as foilows: SiEVE SiZE % PASSING 1-1/2' 100 1' 80-100 3 /4" 70-90 11/2" 55-80 #4 35-60 #8 25-50 #30 12-30 #2LC 5-10 3. APPLICATION A. Grading - Do any necessary grading in addition to that performed in accordance with Eorthwork Section, to bring subgrodes, after final compaction, to the required grades and sections for site improvement. B. Preparation of Subgrade - Remove spongy and otherwise unsuitable material and replace with stable material. No traffic will be allowed on prepared subgrade prior to paving. C. Compaction of Subgrade - The first 6 inches below the subgrade shall be compacted to at least 100% of the maximum dry density as determined by the provisions of AASHO T-99. Water shall be prevented from standing on the compacted subgrade. D. Utility Structures - Check for correct elevation of dl manhole covers, valve boxes and similar structures located within areas to be paved, and make, or have made, any necessary adjustments in such structures. E. Placing Concrete 1. Subgrade - Place concrete only on a moist, compacted subgrade or base free from loose material. Place no concrete or a muddy or frozen subgrade. 2. Forms - All forms shall be free from warp, tight enough to prevent leakage and substantial enough to maintain their shape and position without springing or settling, when concrete is placed. Forms shall be dean and smooth immediately before concreting. 3, Placing Concrete - Concrete shall be deposited so as to require as little rehandling as practicable. When concrete is to be placed at on atmospheric temperature of 35 degrees F. or less, paragraph 702.1C of the Indiana Department of Transportation Specifications latest revision shall be followed. F. Concrete Curb 1. Expansion Joints - Shall be 1/2 inch thick premoulded between storm structures & curb. 2. Contraction/Control Joints - Unless otherwise provided, contraction joints shall be sawed or scored joints spaced 10 feet on center, except for intersection radii where joints shall be pieced 5' o.c. 3. Finish - Tamp and screed concrete as soon as placed, and fill any honey combed pieces. Finish square comers to 1/4" radius and other corners to radii shown. G. Concrete Walks and Exterior Steps 1. Slopes - Provide 1/4 inch per `oct cross slope. Make adjustments In siopes at walk intersections as necessary to provide proper drainage. 2. Dimensions - Walks and steps shall be one course construction and of widths and details shown on the drawings. 3. Finish - Screed concrete and trowel with a steel trowel to c hard dense surface after surface water has disappeared. Apply medium broom finish and scribe control joints at 5 foot spacing. Provide 1/2" expansion joints where sidewalks Intersect, and at a maximum spacing of 48 feet between expansion joints. H. Curing Concrete - Except as otherwise specified, cure all concrete by one of the methods described in Section 501.17 of the Indiana Department of Transportation Specifications, latest revision. 1. Bituminous Pavement - Hot asphalt concrete pavement shall be as specified in Section 4C3 of the Indiana Department of Transportation Specifications latest revisions. Paving will not be permitted during unfavorable weather or when the temperature is 40 degrees F. and failing. J. Compacted Aggregate Subbase - the thickness shown on the drawings is the minimum thickness of the fully compacted subbase. Compaction shall be accomplished by rolling with a smooth wheeled roller weighing 8 to 10 tons. Compact to 90% compaction using Standard Testing Procedures. Along curbs, headers and walls and at all placed not accessible to the roller, the aggregate material shall be tamped with mechanical tampers or with approved hand tampers. I I -6 -01 110M I ITRANSVERSE JMTS PREPARED SUBGRADE-ZR/W LINE TYPICAL SIDEWALK SECTION NOT TO SCALE r 48'-0' BETWEEN EXPANSION JOINTS (MAX.) _I THE SPACE BEHIND THE CURB SHALL BE FILLED MTH SUITABLE MATERIAL TO 1_ THE REQUIRED ELEVATION AND COMPACTED iN LAYERS NOT TO EXCEED 6- IN DEPTH. SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECIF"C,17CNS. CONCRETE SIDEWALK NOT TO SCALE TYPICAL UTILITY CROSSING 6 0901 REQUIRED COMPACTION TABU % STANDARD PROCTOR DENSITY (ASTM D 2321) n. -M. i uATC01A1 _ /CCF Nr1TC1 TRENCH AREA CLASS i CLASS It F- a DD TNG T SHOVEL ~ Z a G W JW AJ z N INITIAL BACKF1 0 COMPA N N O LLJ L Z o I a a. �g �d 71 cd I I -6 -01 110M I ITRANSVERSE JMTS PREPARED SUBGRADE-ZR/W LINE TYPICAL SIDEWALK SECTION NOT TO SCALE r 48'-0' BETWEEN EXPANSION JOINTS (MAX.) _I THE SPACE BEHIND THE CURB SHALL BE FILLED MTH SUITABLE MATERIAL TO 1_ THE REQUIRED ELEVATION AND COMPACTED iN LAYERS NOT TO EXCEED 6- IN DEPTH. SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECIF"C,17CNS. CONCRETE SIDEWALK NOT TO SCALE TYPICAL UTILITY CROSSING 6 0901 REQUIRED COMPACTION TABU % STANDARD PROCTOR DENSITY (ASTM D 2321) n. -M. i uATC01A1 _ /CCF Nr1TC1 TRENCH AREA CLASS i CLASS It CLASS IN CLASS IV DD TNG T SHOVEL 1 85% 907. UNDISTURBED BOTTOM HAUNCH 857. 90% N INITIAL BACKF1 0 COMPA N I 85% 90% NO NATE: W CJLAJJ 1 MAMMAL IJ UJCIJ rvr owvu.v, IT MUST ALSO BE USED FOR HAUNCHING. 1/2 TRENCH DEPTH MIN. (GRANULAR MATERIAL TO BE USED UNDER ALL 1 PAVED AREAS) NOTE SOIL w 4' 4J BACKFILL MATERIAL o GLASS I, iI, ill, do {V PLACEMENT = /\� OF THE U.S.C.S. SOIL v CLASSIFICATION U.1 BEDDING SYSTEM. h- -r T r -.- - r_-. INITIAL BACKFILL AREA SPRING LINE OF PIPE 12" MIN. i.D. HAUNCHING AREA BEDDING AREA IT O.D. OF PIPE FOUNDATION 4" MIN. Z �12" (REQUIRED 1N UNSTABLE SOIL) 1 (MIN) (MI (MIN.) 7 TRENCH & PIPE EMBEDMENT TAI c9017 NORMAL GRADE -� 1/4" PER FOOT MIN. -1/8' PER FOOT CONNECT TO EXISTING SERVICE PLUG FOR FUTURE CONNECTION. PLUG SHALL BE ABLE TO PASS AIR PRESSURE TEST REQUIRED FOR SEWER MAIN. USE 6' SEWER PIPE UNLESS OTHERWISE SPECIFIED \\\ APPROX. 9C' i 30' M1N ISOMETRIC PLAN LONG RADIUS SECTION A -A DIAMETER AS SPECIE ED ON PLAN OR SCHEDULE PLAN VIEW CONNECTION TO MAIN SEWER $ 0901 ' BELL HOLES SHALL BE PROVIDED AND THE TRENCH PREPARED SO THAT THE BOTTOM IS PROPERLY SUPPORTED THROUGHOUT ITS LENGTH. APPROX 90'-\ COVER do SEAL USE 6" SEWER PIPE UNLESS OTHERWISE SPECIFIED LONG RADIUS CURVE 1 - DIAMETER AS ----J L- ------- �SPECIF!ED --- ----- ON PLANS I 'SEAL MUST BE ABLE TO PASS AIR PRESSURE TESTS REQUIRED FOR SEWER MAIN WYE & LATERAL CAPPING DETAIL s c9m SIDEWALK_ DETAIL= 1 0901 PAVIN a a •_ o • , .y .. :7 5 A 4'-0. PLAN VIEW SEC TION A -A (STRAIGHT CURB) WHEELCHAIR RAMP DETAIL 2 C9(?1 ... - OF ,. SOL PAVEMENT GRANULAR BACKFILL VAMABLE KT�) STRAIGHT A •to CURB o si � DETAIL. . 0 0• s. -0-0 - 0 • o i' 0. a r� 0. 0- 0. 0- 0. 0 0• s. 00 , 0 00 • o 00 - a 00 • o '0 a 00 a° O o° O c 00 c o o. o 0 0• a 0 0. a 0.0 0 - a o 0• 0° 0• c 0 0. 0 0 00.000.000.400. °O . Ll- H.A.C. SURFACE #11 ` -3" H.A.C. BINDER #9 `- 6"#53 STONE PREPARED SUBGRADE PER INDOT No. 201 TYPICAL PAVEMENT SECTION 4 0901 a- _� : `• • 4 • _ V 4 � . . o O o O . o O• o • o ©♦ p 00. coo o O • o 00 o 00 • p o0 • o 00 a �� • c o0 • o s.0 • o 0 0 o a o c o 6" CONCRETE PAVEMNT �-6" GRANULAR FILL (MIN.) • PREPARED SUBGRADE PER INDOT No. 201 CONCRETE PAVEMENT SECTION 5 fsE'�Tp Km 9500028 STATE OF AfDi AN�' AAL t DATE. S 1.6 TWS DRAWING AND THE EAS. DESIGNS AND CaNc0i"M CONTAJNED HEREIN ARE THE EXCLUSIVE et'MJ.ECTUAL PROPERTY OF THE SCHNEIDER C4kP{dRAT1aN, AND ARE NOT TO BE USED OR REPRODUM, IN NOW k E MpTiB4 Cat"MT OF THE SCHNEIDER �" tt CORPORATION. COPYRIGHTED BY Tt1E CW, I THE SCHNEIDER CORPORATION 12821 E. New Market Street Suits 100 Carmel, IN 46032 Telephone 317.569.8112 Fax: 317.826.6410" www.schneklercorp.com Architecture Civil Engineerng Environmental Engineering Geotechnical Services GI S * us Horne BuDder Services interior Design Ladd Surveying i Landscape Architecture Transportation Engineering c 71 cd 6 I 1 W 0 z✓ �r WALL TYPE SCHEDULE NOTE: 1. FOR COMPLETE EXTERIOR WALL CONSTRUCTION SEE WALL SECTIONS 2. ALL NEW INTERIOR PARTITIONS SHALL BE CONSTRUCTED AS WALL TYPE 1 UNLESS OTHERWISE NOTED ON THE DRAWINGS. 3. ALL NEW PERIMETER PARTITIONS SHALL BE CONSTRUCTED AS WALL TYPE 2 UNLESS OTHERWISE NOTED ON THE DRAWINGS. N0. DESCRIPTION ! i PROVIDE 3-1/2" SOUND ATTENUATION BATTS WITHIN STUD CAVITY FROM FLOOR TO CEILING DRAWING PROVIDE R-13 THERMAL BATT INSULATION WITHIN STUD CAVITY 1 71PARTITiON I (INTERIOR PARTITIONS) ! BORROW LITE SYSTEM PER CODE i 1/2" CEMENTITIOUS BACKER BOARD 1.1 ON WALLS SCHEDULED TO RECEIVE TILE NEW WALL, BORROW LTE, 4" METAL STUD (CSJ 20 GA) AND DOOR OIFFCS= E ANF=-.,RVS AN- -;,cW THE DESIGN WITH THE ARCHITECT AT 16" O.C. WALL SUBTYPE 3 WALL TYPE 1.2 5/B" WAT ER RESISTANT 3A1.6 5/8" TYPE 'X' DRYWALL BOTH SIDES RETURN AIR GRILLE GYPSUM BOARD ON WET WALLS Ln' '— �— WALL SECTION REFERENCE A SCHEDULED TO RECEIVE PAINT OR WALL A WALL MOUNTED LIGHT FIXTURE s EXISTING LINE (HIDDEN) COVERINGS. s ; ELEVATION REFERENCES DIMMER, 3 -WAY 2 iPARTIT'iON (EXTERIOR BEARING WALLS) �" ♦ 1.------ `/2" PLYWOOD EXTERIGR SHEATHING SPEAKER 55 �_ s �----- 6" M=TAL STUD (60 CSJ 18 GA) 55 1/2" CEMENTITIOUS BACKER BOARD 2.1 ON WALLS SCHEDULED TO RECEIVE TILE cc A.T 16" O.C. I —106 ELEVATION MARK { 5/8" TYPE 'X' DRYWALL BOTH SIDES 2.2 1/2" WATER RESISTANT GYPSUM BOARD ON WET WALLS SCHEDULED TO RECEIVE PAINT OR WALL COVERINGS. 3 PARTITION 1 /2" CLVENTITIOUS BACKER BOARD 3 1 ON WALLS SCHEDULED TO RECEIVE TILE 3.2 1 /2" WATER RESISTANT GYPSUM BOARD ON WET WALLS SCHEDULED TO RECEIVE PAINT OR WALL COVERINGS. WALL SUBTYPE SCHEDULE NO. DESCRIPTION I e PROVIDE 3-1/2" SOUND ATTENUATION BATTS WITHIN STUD CAVITY FROM FLOOR TO CEILING B PROVIDE R-13 THERMAL BATT INSULATION WITHIN STUD CAVITY PLAN LEGEND MATCHLINE A ��► PROJECT LIMIT LINE EXISTING WALL TO REMAIN EXISTING WALL �O BE REMOVED -- DETAIL NUMBER SH"_L INCLUDE: /�— SHEET NUMBER NEW WALL AND DOOR 3A 1. 6 '''�� BORROW LITE SYSTEM PER CODE i --BE WITH EXTERIOR VENT ENLARGED PLAN/PLAN DETAIL C14 NEW WALL, BORROW LTE, =-=-'ROVAL, AND PULLING ALL PERMITS. 2 CONTRAC"'R ;--__ :ES ON -E AND DOOR OIFFCS= E ANF=-.,RVS AN- -;,cW THE DESIGN WITH THE ARCHITECT 4ORK. WALL SUBTYPE 3 WALL TYPE q OR 4165 WINDOW/LOUVER DESIGNATION 3A1.6 DETAIL REFERENCE GENERAL 1DLL1VBIN1'_?' RETURN AIR GRILLE EXHAUST FAN �— WALL SECTION REFERENCE A 3A1.6 A WALL MOUNTED LIGHT FIXTURE s EXISTING LINE (HIDDEN) $D,3 s ; ELEVATION REFERENCES DIMMER, 3 -WAY 0 DUPLEX OUTLET �" ♦ -, STAIR DIRECTION SPEAKER 55 EQUIPMENT REFERENCE HOSE BIBS 55 PLAN NOTE -�-- OOR 161 ROOM NUMBER —106 ELEVATION MARK EXISTING WALL TO REMAIN EXISTING WALL �O BE REMOVED GENERAL NOTES 1 THE "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" (A2v 1) LATEST EDITION, AS PUBLISHED BY THE AMERICAN INSTITUTE OF ARCHITECTS SHALL HEREBY BECOME PART OF THESE SPECIFICATIONS AND SHALL GOVERN THE DUTIES, OBLIGATIONS, AND RESPONSIBILITIES OF THE CONTRACTOR. 2 NEW WORK SHALL COMPLY WITH THE LATEST EDITION OF THE INDIANA BUILDING CODE, AND THE INDIANA AMENDMENTS AND ALL FEDERAL, STATE AND LOCAL ORDINANCES. 3 DO NOT SCALE DRAWINGS. ANY DESCREPANCIES ON THE CONSTRUCTION DOCUMENTS OR BETWEEN THE CONSTRUCTION DOCUMENTS AND FIELD CONDITIONS SHALL BE IMMEDIATELY IDENTIFIED TO THE ARCHITECT'S OFFICE PRIOR TO COMMENCING WORK. 4 NEW PARTIT'ONS SHALL BE CONSTRUCTED PER WALL TYPE SCHEDULE. PREPARE ALL SURFACES FOR INDICATED FINISHES. 5 PLAN DiMENSICNS ARE FROM FACE OF STUD TO FACE OF STUD OR FACE OF EX:.STING FiNISI < TO rACS CF STUD UNLESS NC"E� 07HERA3E. 6 PLAN DIMENSIONS ARE TC CENTERLINE OF WINDOWS, DOORS AND LOUVERS UNLESS NOTED. i CONTRACTOR SHALL PROVIDE BLOCKING FOR WALL SUPPORTED CASEWORK WALL MOUNTED ITEMS OR EQUIPMENT. 8 DOORS SHALL HAVE A 2" CLEARANCE FROM THE FACE OF WALL TO THE WALL -SIDE PACE OF FRAME UNLESS NOTED OTHERWISE. 9 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS AND METHODS OF COMPLETING THE WCRK AS DESCRIBED IN THE CONTRACT DOCUMENTS. 10 CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE OWNER PRIOR TO COMMENCING WORK i1 CONTRACTOR SHALL CARRY STATUTORY INSURANCE COVERAGE AND SHOW PROOF OF COVERAGE TO THE ARCHITECT AND OWNER, 12 CONTRACTOR SHALL WARRANTY THE WORK FOR A PERIOD OF ONE YEAR OR AS REQUIRED BY STATE LAW. 13 ALL WINDOWS SHALL BE PE' -LA CLAD "ARCHITECT SERIES" WITH ARGON FILLED INSULSHEILD GLASS WITH LCW-E COATING, JAMB EXTENSIONS AS REQUIRED AND BROWN EXTERIOR FINISH. GENERAL SITE PREPARATION NOTES CONTRACTOR SHAL- 37— RESPCLS°P_' E FOR ALL MEANS AND METHODS OF COMPLETING -HE SATE 'hCRK. 2 CONTRACTOR SHALL BE RESPONSBLE FOR THE LEGAL DISPOSAL OF ALL RUBtSH REQ 01ED FROM THE SITE. 3 CONTRACTCR SHALL CONTRACT THE SERVICES OF A LICENSED CEO -TECHNICAL ENGINEER. EtiGINEER SHALL REVIEW AND APPROVE COMPACTION AND PREPARATION OF CONSTRUCTIC'\ PAD, VERIFY PLACEMENT OF FOOTWGS ON VIRGIN SOIL, AND BEARING CA=.0 -*( OF VIRGIN AND COMPACTED SOIL, AND PROVIDE DOCJMENTATIC`,, -C OWNER AND ARCHITECT OF RESULTS. 4 CONTRACTOR SHALT. NOTIF� SCT IF GEO-TECHNICAL ENGINEER REQUIRES A CHANGE IN THE STRUCTURAL EESIGN OF THE BUILIDNG TO ACCOMMODATE THE SOIL CAPACITY FOUND. STRUCTURAL_ iV0 TES CONTRACTOR SHALL PROVIDE CERTIFIED STRUCTURAL DRAWINGS AND DETAILS OF THE TRUSSES PER THE LOADS INDICATED AND OBTAIN ALL STATE AND LOCAL APPROVALS AND PERMITS. 2 CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR REVIEW BY ARCHITECT PRIOR TO ORDERING TRUSSES. GENERAL MECHANICAL NOTES CljRACTOR SHALL PROVIDE DESIGN -BUILD SERVICES FOR THE NEW -- DOOR REFERENCES SH"_L INCLUDE: o NEW WALL AND DOOR r BORROW LITE SYSTEM PER CODE N --BE WITH EXTERIOR VENT C14 NEW WALL, BORROW LTE, =-=-'ROVAL, AND PULLING ALL PERMITS. 2 CONTRAC"'R ;--__ :ES ON -E AND DOOR OIFFCS= E ANF=-.,RVS AN- -;,cW THE DESIGN WITH THE ARCHITECT 4ORK. WALL SUBTYPE 3 WALL TYPE q OR 4165 WINDOW/LOUVER DESIGNATION ---- CEILING DIFFJSER GENERAL 1DLL1VBIN1'_?' RETURN AIR GRILLE EXHAUST FAN �— CEILING MOUNTED FIXTURE A FIXTURE DESIGNATION A WALL MOUNTED LIGHT FIXTURE EXISTING LINE (HIDDEN) $D,3 SWITCH DIMMER, 3 -WAY 0 DUPLEX OUTLET O SMOKE DETECTOR a SPEAKER 9,_ 6" CEILING HEIGH- HOSE BIBS TV JACK -Q PHONE JACK GENERAL NOTES 1 THE "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" (A2v 1) LATEST EDITION, AS PUBLISHED BY THE AMERICAN INSTITUTE OF ARCHITECTS SHALL HEREBY BECOME PART OF THESE SPECIFICATIONS AND SHALL GOVERN THE DUTIES, OBLIGATIONS, AND RESPONSIBILITIES OF THE CONTRACTOR. 2 NEW WORK SHALL COMPLY WITH THE LATEST EDITION OF THE INDIANA BUILDING CODE, AND THE INDIANA AMENDMENTS AND ALL FEDERAL, STATE AND LOCAL ORDINANCES. 3 DO NOT SCALE DRAWINGS. ANY DESCREPANCIES ON THE CONSTRUCTION DOCUMENTS OR BETWEEN THE CONSTRUCTION DOCUMENTS AND FIELD CONDITIONS SHALL BE IMMEDIATELY IDENTIFIED TO THE ARCHITECT'S OFFICE PRIOR TO COMMENCING WORK. 4 NEW PARTIT'ONS SHALL BE CONSTRUCTED PER WALL TYPE SCHEDULE. PREPARE ALL SURFACES FOR INDICATED FINISHES. 5 PLAN DiMENSICNS ARE FROM FACE OF STUD TO FACE OF STUD OR FACE OF EX:.STING FiNISI < TO rACS CF STUD UNLESS NC"E� 07HERA3E. 6 PLAN DIMENSIONS ARE TC CENTERLINE OF WINDOWS, DOORS AND LOUVERS UNLESS NOTED. i CONTRACTOR SHALL PROVIDE BLOCKING FOR WALL SUPPORTED CASEWORK WALL MOUNTED ITEMS OR EQUIPMENT. 8 DOORS SHALL HAVE A 2" CLEARANCE FROM THE FACE OF WALL TO THE WALL -SIDE PACE OF FRAME UNLESS NOTED OTHERWISE. 9 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS AND METHODS OF COMPLETING THE WCRK AS DESCRIBED IN THE CONTRACT DOCUMENTS. 10 CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE OWNER PRIOR TO COMMENCING WORK i1 CONTRACTOR SHALL CARRY STATUTORY INSURANCE COVERAGE AND SHOW PROOF OF COVERAGE TO THE ARCHITECT AND OWNER, 12 CONTRACTOR SHALL WARRANTY THE WORK FOR A PERIOD OF ONE YEAR OR AS REQUIRED BY STATE LAW. 13 ALL WINDOWS SHALL BE PE' -LA CLAD "ARCHITECT SERIES" WITH ARGON FILLED INSULSHEILD GLASS WITH LCW-E COATING, JAMB EXTENSIONS AS REQUIRED AND BROWN EXTERIOR FINISH. GENERAL SITE PREPARATION NOTES CONTRACTOR SHAL- 37— RESPCLS°P_' E FOR ALL MEANS AND METHODS OF COMPLETING -HE SATE 'hCRK. 2 CONTRACTOR SHALL BE RESPONSBLE FOR THE LEGAL DISPOSAL OF ALL RUBtSH REQ 01ED FROM THE SITE. 3 CONTRACTCR SHALL CONTRACT THE SERVICES OF A LICENSED CEO -TECHNICAL ENGINEER. EtiGINEER SHALL REVIEW AND APPROVE COMPACTION AND PREPARATION OF CONSTRUCTIC'\ PAD, VERIFY PLACEMENT OF FOOTWGS ON VIRGIN SOIL, AND BEARING CA=.0 -*( OF VIRGIN AND COMPACTED SOIL, AND PROVIDE DOCJMENTATIC`,, -C OWNER AND ARCHITECT OF RESULTS. 4 CONTRACTOR SHALT. NOTIF� SCT IF GEO-TECHNICAL ENGINEER REQUIRES A CHANGE IN THE STRUCTURAL EESIGN OF THE BUILIDNG TO ACCOMMODATE THE SOIL CAPACITY FOUND. STRUCTURAL_ iV0 TES CONTRACTOR SHALL PROVIDE CERTIFIED STRUCTURAL DRAWINGS AND DETAILS OF THE TRUSSES PER THE LOADS INDICATED AND OBTAIN ALL STATE AND LOCAL APPROVALS AND PERMITS. 2 CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR REVIEW BY ARCHITECT PRIOR TO ORDERING TRUSSES. GENERAL MECHANICAL NOTES CljRACTOR SHALL PROVIDE DESIGN -BUILD SERVICES FOR THE NEW "_ -1ANICAL SYSTEM (HEATING ANO AC) TO BE LOCATED AS INDICATED. SH"_L INCLUDE: S L ` ; OF --E FAU AND AC UNITS, �; OF MAIN RUNS, DIFFUSERS, A\ _TURAS. SVA.ti'_ � SYSTEM PER CODE V=--- _ S- - . aCUATiG ` --BE WITH EXTERIOR VENT SUBMITAL TO _j -CAL AGENCIES = =-=-'ROVAL, AND PULLING ALL PERMITS. 2 CONTRAC"'R ;--__ :ES ON -E C'S_.VS, THE LOCATION, AND TYPE OF OIFFCS= E ANF=-.,RVS AN- -;,cW THE DESIGN WITH THE ARCHITECT 4ORK. 3 7_77" CIENCY GAS FAU'S (90%) AND AC UNITS (12 SEER; -v -,-A7 Ah,C CCS_ --_ PROPOSED NEW WORK 4 CONTRAC-C= "C=?CVICE _ - __- FAN AND VENT LINES FROM BATH ROOM GENERAL 1DLL1VBIN1'_?' NOTES 1 CONTRACTOR SHALL PROVIDE DESIGN -BUILD SERVICES FOR THE NEW PLUMBING S"E-EM 14 _�'^. --= BUILDING. SERVICE SIZING: \,4,a � T `J�. VFNT;. ANI) CONNFCTIONS_ PREPARAT'Cti CF R_IFIED DRAWINGS, SUBMITAL TO STATE aN: _ECS_-CENCIES rOR ,APPROVAL. AND PULLING ALL PERMITS. 2 WOR., S-A__ tiC�LE_ WATER AND WASTE LINES TO INDICATED FIXTURES, DRA tiE CAS Z il'D TO THE NEW EAU'S, WATER HEATER, AND CONNECTION OF ? '_CNS S S-E�a 'C PUBLIC UT1LiT1ES PER CIVIL DRAWINGS. 3 ^^N-<A;'S S REV!E'W SYSTEM AND SELECTIONS WITH ARCHITECT WORK. GENERAL tL_ECTRICAL_ NOTES 1 CONTRACTOR SHALL PROVIDE DES CN -BUILD SERVICES FOR THE NEW ELECTRICAL SYSTEM. SERVICE SHALL INCLUDE: SIZING OF THE MAIN SERVICE TO THE BUILDING, PANELS, AND CIRCUITS. PREPARATION OF CERTIFIED DRAWINGS, SUBMITAL TO STATE AND LOCAL AGENCIES FOR APPROVAL, AND PULLING ALL PERMITS. 2 CONTRACTOR SHALL REVIEW SYSTEM AND SELECTIONS WITH ARCHITECT PRIOR TO COMMENCING WORK. JOHN MOSELE ARCHITECT ARCHITECTURE PLANNING INTERIOR ARCHITECTURE Tipton Road, LLC It - General Notes Legends, Schedules Wali Types date: July 1, 2002 Project: scale: No scale coord.: JMA drawn.: JMA A01 checked: JMA Il F r- 12'-0' _ 1(c'-0,, FIRST FLOOR PLAN SCALE 114" = 1'-0' r JOHN MOSELE ARCHITECT ARCHITECTURE PLANNING INTERIOR ARCHITECTURE FLAN NOTE5 I. SAW CUTS IN CONCRETE SLAB 2. 12' X 12' FLOOR 500'r. CONNECT TO OIL SEPARATOR AND THEN TO SANITARY SEWER. 3. SLOPE SLAB 2' TO FLOOR SU"iP. New Storage Building Tipton Road, LLC First Floor Pian date: ,jufy 1, 2002 project: scale: 1/4"= 1 /4=1 —09$ coord.: JMA drawn: JMA A2.1 checked: JMA --------i--------------I 1-------------------------- ------ I---I---------------------------------------i----� i I ------i- — — — — — — — — — — — — — — — I 1 j I I 1 i I I I I \ / ( s! ELEV. — 42' H1CxH WALL , 2525 OVER 2525 { 25 �U aJ I m3E j , III w- ` ,� ELEV. I if - 2535 ry ,...., .:.... _. OVER m �. 525 RJ7�, 1 J I i n, � � 01�ER 2 25 ,, .. . X. ., ;. , I I ,, � } �4 1 A 1e �'—le \ ELEV. 109 -4'� I 5 TREADS 's 11 e --- - -- -- i ( I 6RISERS'sT'202 NNi A 1B i ELEv. ?Oa° -a' I � nl I i SECOND FLOOR PLAN SCALE 1/4" - T-0' DOOR SCHEDULE _ t DOOR I DOOR DIMENSIONS DOOR FRAME ; FIRE i HDWR DETAILS NO • �( H TH TYPE MATERIAL TYPE MATERIAL i RATING SET HEAD JAlu16 SILL NOTES FURST FLOOR 3 ,rte 5E—EST,ON PE;R i00 r- -0 - - 2 �_. SE CEILING i I FLOOR j BASE I MATERIAL HEIGHT NORTH I EAST I SOUTH WEST HEIGHT NOTES I i R -I PT-! PT- 11 ! I FIRZ OR ---- 101 2G= - 0 -- HARDWARE SETS SCHEDULE TAG i DESCRIPTION ,rte 5E—EST,ON PE;R WAINSCOT WALLS �_. SE CEILING i I FLOOR j BASE I MATERIAL HEIGHT NORTH I EAST I SOUTH WEST MATERIAL HEIGHT NOTES I i R -I ,Iw4l i WGOD CUSTOM LCC' OVERI-+EAD =,41NT PAINT A 1 1 DOOR ELEVATIONS 1/4' - T-0' tice'- ROOM FINISH SCHEDULE TAG i DESCRIPTION ,rte 5E—EST,ON PE;R WAINSCOT WALLS �_. Com,_ __ `�,^, •_ 5— rr".�`", CEILING NO. I NAME I FLOOR j BASE I MATERIAL HEIGHT NORTH I EAST I SOUTH WEST MATERIAL HEIGHT NOTES IFIRS7 FLOOR I00 ENTR'Y'T- R -I PT-! PT- 11 ! I AND TRIr'i ---- 101 IQ PT-? PT -1 Lau FRAMEI SATs -I T-2 -3-- I 103 S'JRAGE GONG ! R-? PT-! e _X7 :R -a 104 LOLlNCsE - R- PT-! PT-! PT- 5 2 FRAME ELEVATIONS FIRST FLOOR 200 STAiR v-' R-' PT -1 PT -I P7-' o-- }-- ✓<.RIE 201 CLOSE' v-; — R- PT -1 PT -1 PT-' 8 -0' 202 IDT-! =T-! 203 STORAGE v-' R- Pr -1 ROOM FINISH LEGEND TAG i DESCRIPTION ,rte 5E—EST,ON PE;R -_3 - �_. Com,_ __ `�,^, •_ 5— rr".�`", SONC I r 'I i1 CLASS I I l I i� III D WINCOWS i f II' 11 ! I AND TRIr'i W U i 11 I I ! 1/4' = T-0" � a — JOHN MOSELE ARCHITECT ARCHITECTURE New Storage Building Tipton Road, LLC All Second Floor Plan Door Schedule Room Fin. Schedule dcte: July 1, 2002 prcject: sccie: cocrd.: JMA /� I� drawn: JMA A2.2 checked: JMA. N M I ! I .._ -'' II' s TEMPERED L 11, fNSULATED � I r 'I i1 CLASS I I l I i� III D WINCOWS i f II' 11 ! I AND TRIr'i W U I11 11 I I ! INE 09 11100 TRIM OVER Lau FRAMEI I e _X7 :R -a A 5 2 FRAME ELEVATIONS 1/4' = T-0" � a — JOHN MOSELE ARCHITECT ARCHITECTURE New Storage Building Tipton Road, LLC All Second Floor Plan Door Schedule Room Fin. Schedule dcte: July 1, 2002 prcject: sccie: cocrd.: JMA /� I� drawn: JMA A2.2 checked: JMA. f r Q OEM, Q I j, as ®Clis -' I c C+ a----------� L IL I fr ----- 7 ----- ------ --- ---� L --------I { ` I I 1 11 \ I I I r I I I I ELEV. 13S -10' I ro 1 I I 1/A3.1 4000 LB I' I I l ► I i 5 &' :ONCRETE SLAB I e a I1 1 I I I 04 KEBABS C.4; I I 1 I f I I la' 0/C EACN WAY 2/Ab2 1 1 J FINISH FLOOR ELEvATION I IWO e , 1 II I ----- { t L--- 1 r--- -------------- ---_� L—�---------------- — L-- ----- — Cli — '+c— L--_—__— 1---- ------- i e Q s e Q r I i I FOOTING AND FOUNDATION PLAN (1 SCALE 1/8" = 1'-0' 20 LB. L L. Truss #3 15 LB. D.L. FINISH FIRST FLOOR ELEVATION 100'-0' NCRT Truss #1 13:-5 DESIGN LOADS: TG 20 LB. L L. Truss #3 15 LB. D.L. BC 10 LB. L.L. TG 15 L5. D.L. ATTIC 125 LB. L.L. e f 3'-2 112' Truss #2 13:-5 -".:51GN LOADS: 20 L5.T Truss #3 15 LB. D L. BG 10 �-B. L L. TG 15 LB. DI ATTIC 125 LB, L L. WARM-- --K.i_ d c: 1 Thickened Slab Detail 3/4' = 1'-0" Rom Mem Ridge Vent Detail 3/4' = 1.-0' 13:-5 - DESIGN TO ALLOW FOR LCtavER SEE E-EVATIONS Truss #3 =;ESIGN LOADS: TG 20 LB. LL. 15 LB. D.L. BG 10 LB. L.L. X tY 15 LB. Di - ATTIC 125 LB. LL. WARM-- --K.i_ d c: 1 Thickened Slab Detail 3/4' = 1'-0" Rom Mem Ridge Vent Detail 3/4' = 1.-0' 7Ural" PROFILES SCALE 1/4' - 1'-0' _ 8 X ','� '♦ '45 X 3-:/1 X 5/i(o° �A 2 Steel Lintel Detail 3/4' = 1'-0' 2X6 Fv: 6 i6" C;C TRIPLE JOISTS BELOW WALL ABOVE 2ND FLOOR FRAMING PLAN SCALE 1/8" - 1'-0' BEA" SCI-+EDu�E: B-1: 2 - 60 CSJ - 1Ca GA. 11-7/V LVL Fvs2950 E=2.0 ROOF PLAN SCALE 1/8' = 1'-0' 2 .. M r 11♦ SCALE 1/8' = 1'-0' VCR- FLOOR Si4EAT1,4ING: 3/4' PL`•'WOOD GLUED AND SCREWED LINTEL 5C+4EDULE: L -l: L 5 X 3-1/2 X 5/16' L-2: L5X3-1/2X5/16'LU/ PL6XI/4 SEE DETAIL 2/ A3.1 L-3: L 3 X 3-1/2 X 5/16' TYPICAL UNLESS NOTED V f ILC H 24' X 24' JOIN TILE B CON-ROL JOINTS Z-24' X 24' , Tii.E C 24' X 24' — 2X4Xe' * 5'0' O/C ANCHOR GABLE TRUSIS TC BOTTOI" 1 CHORD OF TRUSSES (7-1-!=. OF 41 ABOVE B-2 -- - —_ TRUSS •A 24' G AECVE c•ooR a vB-2 .F 7 ` y1,I I I I I I 10 0 -rt --1 ROOF FRAMING PLAN SCALE 1/8' = 1'-0' NCRT;-� BEAM SC+4EDULE: ROOT= 5tiEAT4�lN�: 5-1: 2 - 60 CS,. - 16 GA. 5/a' PLYWOOD GLUED AND SCRE�LED B-2: 3 - 11-1/a' LVL *-C =2450 E=2.0 L!NTEL SC+4EDULE: L-1: L 5 X 3-1/2 X 5/16' L-2- L 5 X 3-1/2 X 5/16' W/ FL a X 1/4 SEE DETAIL 2/,43.1 L-3: L 3 X 3-1/2 X 5/16' TYPICAL UNLESS NOTED JOHN MOSELE ARCHITECT ARCHITECTURE PLANNING INTERIOR ARCHITECTURE FLAN NOTE6 1. INSTALL RIDGE VENTS W/ END PLUGS <AiR VENT '6+41NGLEVENT 11' i FULL LENGTH OF RiDCsES. HOLD BACK ROOF 5i4EAT1,41NG i' FRC", EAC► -i SIDE OF RIDGE TO ALLOW FOR VENTING OF ATTIC. SEE 3/43.1 2. GUTTERS NOT 5i 4OUJN FOR CLARITY PROVIDE GUTTERS AND D01J NSPOUTS VERIFY LOCATION W/ ARCi41TECT 3. INSTALL GRACE 'iCE AND WATER 5+41ELD' FOR 36' AT ALL EAVES AND AT ALL VALLEYS OF ROOF. 4. 12' X 12' FLOOR SUMS ELEVATION 99'-10' /2' SLOPE FROt 1 FIRST FLOOR LINE) 5. SAW CUT CONTROL JOINT 6. PLUMBING FIXTURES - VERIFY LOCATIONS W/ FLOOR PLAN New Storage Building Tipton Road, LLC Found. Plan, Roof Plan Framing Plans Truss Profiles date: July 1, 2002 project: scale: As shown coord.: JMA drawn: JMA AW checked: SMA w - DESIGN TO ALLOW FOR LCtavER SEE E-EVATIONS lu m i -- X tY _ • 7 2'-2 1/2' �� n e �2'-2 1/2' ENDS OF TRU85 02 Truss #4 DESIGN -CADS: TG 20 LB. L L. i5 LB. 15 LB. D L. INSTALLED OVER TRUSSES 1 t 2 7Ural" PROFILES SCALE 1/4' - 1'-0' _ 8 X ','� '♦ '45 X 3-:/1 X 5/i(o° �A 2 Steel Lintel Detail 3/4' = 1'-0' 2X6 Fv: 6 i6" C;C TRIPLE JOISTS BELOW WALL ABOVE 2ND FLOOR FRAMING PLAN SCALE 1/8" - 1'-0' BEA" SCI-+EDu�E: B-1: 2 - 60 CSJ - 1Ca GA. 11-7/V LVL Fvs2950 E=2.0 ROOF PLAN SCALE 1/8' = 1'-0' 2 .. M r 11♦ SCALE 1/8' = 1'-0' VCR- FLOOR Si4EAT1,4ING: 3/4' PL`•'WOOD GLUED AND SCREWED LINTEL 5C+4EDULE: L -l: L 5 X 3-1/2 X 5/16' L-2: L5X3-1/2X5/16'LU/ PL6XI/4 SEE DETAIL 2/ A3.1 L-3: L 3 X 3-1/2 X 5/16' TYPICAL UNLESS NOTED V f ILC H 24' X 24' JOIN TILE B CON-ROL JOINTS Z-24' X 24' , Tii.E C 24' X 24' — 2X4Xe' * 5'0' O/C ANCHOR GABLE TRUSIS TC BOTTOI" 1 CHORD OF TRUSSES (7-1-!=. OF 41 ABOVE B-2 -- - —_ TRUSS •A 24' G AECVE c•ooR a vB-2 .F 7 ` y1,I I I I I I 10 0 -rt --1 ROOF FRAMING PLAN SCALE 1/8' = 1'-0' NCRT;-� BEAM SC+4EDULE: ROOT= 5tiEAT4�lN�: 5-1: 2 - 60 CS,. - 16 GA. 5/a' PLYWOOD GLUED AND SCRE�LED B-2: 3 - 11-1/a' LVL *-C =2450 E=2.0 L!NTEL SC+4EDULE: L-1: L 5 X 3-1/2 X 5/16' L-2- L 5 X 3-1/2 X 5/16' W/ FL a X 1/4 SEE DETAIL 2/,43.1 L-3: L 3 X 3-1/2 X 5/16' TYPICAL UNLESS NOTED JOHN MOSELE ARCHITECT ARCHITECTURE PLANNING INTERIOR ARCHITECTURE FLAN NOTE6 1. INSTALL RIDGE VENTS W/ END PLUGS <AiR VENT '6+41NGLEVENT 11' i FULL LENGTH OF RiDCsES. HOLD BACK ROOF 5i4EAT1,41NG i' FRC", EAC► -i SIDE OF RIDGE TO ALLOW FOR VENTING OF ATTIC. SEE 3/43.1 2. GUTTERS NOT 5i 4OUJN FOR CLARITY PROVIDE GUTTERS AND D01J NSPOUTS VERIFY LOCATION W/ ARCi41TECT 3. INSTALL GRACE 'iCE AND WATER 5+41ELD' FOR 36' AT ALL EAVES AND AT ALL VALLEYS OF ROOF. 4. 12' X 12' FLOOR SUMS ELEVATION 99'-10' /2' SLOPE FROt 1 FIRST FLOOR LINE) 5. SAW CUT CONTROL JOINT 6. PLUMBING FIXTURES - VERIFY LOCATIONS W/ FLOOR PLAN New Storage Building Tipton Road, LLC Found. Plan, Roof Plan Framing Plans Truss Profiles date: July 1, 2002 project: scale: As shown coord.: JMA drawn: JMA AW checked: SMA =1 j%Jl Ll I 1/81-11-0, West Elevation 1/8' = T -O' W ai E3 0 ZZ n.'l 14% %.J%JU Ll I "Me V %A %l% -f 1 1 1/8, - 11-0" ra East Elevation 1/8" - 11-T ARCHITECTURE PLANNING INTERIOR ARCHITECTURE New Tipton Road, LLC Exterior Eleva%ms 0 i' -A, 0 Z WALL SECTION 3/4' - 1'-0" SEE 1/A6.1 FOR TYPICAL NOTES m - A WALL SECTION 3/4- = 1'-0, T _.moi✓� _ �= JOHN MOSELE ARCHITECT 1 I ATERIAL LEGEND I, (2) 05 REBAR - CONTINUOUS 2. 2' CONTINUOUS METAL VENT 3. BRICK VENEER 4. 4' METAL STUDS tv 16' O/C 5. R-19 BATT INSULATION 6. VAPOR BARRIER Z. 5/8' GYPSUM BOARD 8. 1/2' EXTERIOR PLYWOOD STRUCTURAL SHEATHING. 9. WEEP HOLES AT 32' O/C 10. GRANULAR FILL 11, ALUMINUM ROOF EDGE DRIP 12. 6' CONCRETE SLAB. SEE A3.11 13. BASE- SEE FINISH SCHEDULE 14. 3/4' PLYWOOD FLOOR SHEATHING 15. 1/2' PLYWOOD ROOF SWEATN1W= 16. STEEL LINTEL 17. R-36 INSULATION 18. INSULATION le. WOOD SILL EXTENSIONS 20. BACKER ROD AND SEALANT 21, FLASHING 22, 12' CONCRETE FOUNDATION WALL WITH 6'W X 8'H BRICK LEDGE 23. 'GRAND MANOR' SHIW3LES OVER 030 BUILDING PAPER 24, ALUMINUM GUTTERS 25. 2X12 545 A AND BETTER CEDAR - PAINT 26. 2X FRAMING FOR BRICK POCKET 27. WOOD WINDOWS. SEE SCHEDULE 28. iN5ULATION DAM 2Q. BRICK ROWLOCK SILLS 30. 2' RIGID INSULATION BOARD 31, WOOD TRUSSES. SEE A3.1 32. WOOD BLOCKING 33. DRIP CAP 34, WOOD OR HM DOOR SEE SCHEDULE 35, 1X4 5451 A t BETTER CEDAR TRI?" - P4 36. 5EALAN7' 3,, DOOR FRAME - HM 38. AIR INFILTRATION BARRIER (TYVEK) 35. ALUMINUM DOWNSPOUTS 40. CONCRETE FOOTING 41. VERT. "4 REBARS as 16' O/C 42. NORIZ. 04 RE5AR5 'm 16' O/C 43. 2X WOOD FRAMING 44, 2X 545A f BETTER CEDAR - PAINT 45. BRICK SOLDIER COURSE 46. 1/2' EXTER. CEDAR SOFFIT 4". 2X WOOD PLATE 48, WOOD CASING - PAINT 49. 2X 8 548 A t BETTER CEDAR - PAINT 50. WOOD LOUVER - PAINT 51, WOOD BEAM SEE A3 52. WOOD FRAMING SEE A3.1 53. ALUM, DOOR AND FRAME SEE DOOR SCHEDULE Tipton Road, LLC 3 Wall Sections Details date: ,July 1, 2002 Project: scale: as noted coord.: JMA drawn: ,JMA A61 checked: JMA O U (� C z r OL - C Z Q Z WALL SECTION 3/4' - 1'-0" SEE 1/A6.1 FOR TYPICAL NOTES m - A WALL SECTION 3/4- = 1'-0, T _.moi✓� _ �= JOHN MOSELE ARCHITECT 1 I ATERIAL LEGEND I, (2) 05 REBAR - CONTINUOUS 2. 2' CONTINUOUS METAL VENT 3. BRICK VENEER 4. 4' METAL STUDS tv 16' O/C 5. R-19 BATT INSULATION 6. VAPOR BARRIER Z. 5/8' GYPSUM BOARD 8. 1/2' EXTERIOR PLYWOOD STRUCTURAL SHEATHING. 9. WEEP HOLES AT 32' O/C 10. GRANULAR FILL 11, ALUMINUM ROOF EDGE DRIP 12. 6' CONCRETE SLAB. SEE A3.11 13. BASE- SEE FINISH SCHEDULE 14. 3/4' PLYWOOD FLOOR SHEATHING 15. 1/2' PLYWOOD ROOF SWEATN1W= 16. STEEL LINTEL 17. R-36 INSULATION 18. INSULATION le. WOOD SILL EXTENSIONS 20. BACKER ROD AND SEALANT 21, FLASHING 22, 12' CONCRETE FOUNDATION WALL WITH 6'W X 8'H BRICK LEDGE 23. 'GRAND MANOR' SHIW3LES OVER 030 BUILDING PAPER 24, ALUMINUM GUTTERS 25. 2X12 545 A AND BETTER CEDAR - PAINT 26. 2X FRAMING FOR BRICK POCKET 27. WOOD WINDOWS. SEE SCHEDULE 28. iN5ULATION DAM 2Q. BRICK ROWLOCK SILLS 30. 2' RIGID INSULATION BOARD 31, WOOD TRUSSES. SEE A3.1 32. WOOD BLOCKING 33. DRIP CAP 34, WOOD OR HM DOOR SEE SCHEDULE 35, 1X4 5451 A t BETTER CEDAR TRI?" - P4 36. 5EALAN7' 3,, DOOR FRAME - HM 38. AIR INFILTRATION BARRIER (TYVEK) 35. ALUMINUM DOWNSPOUTS 40. CONCRETE FOOTING 41. VERT. "4 REBARS as 16' O/C 42. NORIZ. 04 RE5AR5 'm 16' O/C 43. 2X WOOD FRAMING 44, 2X 545A f BETTER CEDAR - PAINT 45. BRICK SOLDIER COURSE 46. 1/2' EXTER. CEDAR SOFFIT 4". 2X WOOD PLATE 48, WOOD CASING - PAINT 49. 2X 8 548 A t BETTER CEDAR - PAINT 50. WOOD LOUVER - PAINT 51, WOOD BEAM SEE A3 52. WOOD FRAMING SEE A3.1 53. ALUM, DOOR AND FRAME SEE DOOR SCHEDULE Tipton Road, LLC 3 Wall Sections Details date: ,July 1, 2002 Project: scale: as noted coord.: JMA drawn: ,JMA A61 checked: JMA 3'-4' Tai IGC n"=ai I A. I.-- 4 WALL SECTION `, 3/4" - 1'-0° SEE 1/A6.1 FOR TYPICAL NOTES 2Z� S � I C r Ju fl SECOND FBOOR L INE ELEV. 112'-10' TOP OF PLATE ELEV. 112'-':-72' 3 WALL SECTION 3/4' - 1'-0' SEE 1 + 3/A6.1 FOR TYPICAL NOTES 0 Z WALL SECTION 3/4' = 1'-O* SEE 1 + 3/A6.1 FOR TYPICAL NOTES - - I I S3 - cf` = w U VN r T Z = z t I _ Z LL1 0 O r Q "4 REBAR '6' O' X GRADE 3 WALL SECTION 3/4' - 1'-0' SEE 1 + 3/A6.1 FOR TYPICAL NOTES 0 Z WALL SECTION 3/4' = 1'-O* SEE 1 + 3/A6.1 FOR TYPICAL NOTES R rGRE54R19,B,C-r,X = SoaE a = L -_-_-_ - - - 1 WALL SECTION 3/4' - 1'-0' SEE 1/A6.1 FOR TYPICAL NOTES �L^oR L:1vE EI_E l/. 100 -0 JOHN MOSELE ARCHITECT ARCHITECTURE PLANNING INTERIOR ARCHITECTURE 1" fATERIAL LEGEND 1. (2) "5 REBAR - CONTINUOUS 2. 2' CONTINUOUS METAL VENT 3. BRICK VENEER 4. 4' METAL STUDS 0 I6' O/C 5. R-19 BATT INSULATION 6. VAPOR BARRIER �. 5/8' GYPSUM BOARD 8. 1/2' EXTERIOR PLYWOOD STRUCTURAL SHEATHINCs. S. WEEP HOLES AT 32' O/C 10. GRANULAR FILL Il. ALUMINUM ROOF EDGE DRIP 12. 6' CONCRETE SLAB. SEE A3.1 13, BASE- SEE FINISH SCHEDULE 14. 3/4' PLYWOOD FLOOR S4EATH41WG 15. 1/2' PLYWOOD ROOF SHEATHING Ira- STEEL LINTEL 11. R-38 INSULATION I8. INSULATION le. WOOD SILL EXTENSIONS 20. BACKER ROD AND SEALANT 21. FLASHfW-z 22. 12' CONCRETE FOUNDATION WALL WITH 6'W X 8"H BRICK LEDGE 23. 'GRANO MANOR' S441NG:LE5 OVER #30 BUILDING PAPER 24. ALUMINUM GUTTERS 25. 2X12 $46 A AND BETTER CEDAR - PAINT 26. 2X FRAMING FOR BRICK POCKET 21. WOOD WINDOWS. SEE SCHEDULE 28. INSULATION DAM 20- BRICK ROWLOCK SILLS 30. 2' RIGID INSULATION BOARD 31. WOOD TRUSSES. SEE A3! 32, WOOD BLOCKING= 33. DRIP CAP 34, WOOD OR HM DOOR SEE SCHEDULE 35. 1X4 546 A s BETTER CEDAR TRIM - PAP 36. SEALANT 3 DOOR FRAME - N1"! 38, AIR INFILTRATION BARRIER !TYVEKi 30- ALUMINUM DOWNSPOUTS 40, CONCRETE FOOTIN-x 4% VERT. 1*4 REBARS 6 I6' O/C 42• HORM "4 REBARS 9 16' O/C 43. 2X WOOD I=RAMIN,3 44. 2X 545 A t BETTER CEDAR - PAIN7 45. BRICK SOLDIER COURSE 46, 1/2' EXTER. CEDAR SOFFI" 4-1. 2X WOOD PLATE 48. WOOD CASING= - PAINT 49. 2X 8 545 A t BETTER CEDAR - PAINT 50, WOOD LOUVER - PAINT 51. WOOD BEAM SEE A31 52. WOOD FRAMING SEE A3' 53. ALUM. DOOR AND FRAME SEE DOOR SCHEDULE New Storage Building Tipton Road, rl Wa Sections Details date: July 1, 2002 scale: as noted coord.: JMA drawn: JMA A6.2 checked: JMA - - I I S3 Lu VN iL = z 0 O - cJ Q R rGRE54R19,B,C-r,X = SoaE a = L -_-_-_ - - - 1 WALL SECTION 3/4' - 1'-0' SEE 1/A6.1 FOR TYPICAL NOTES �L^oR L:1vE EI_E l/. 100 -0 JOHN MOSELE ARCHITECT ARCHITECTURE PLANNING INTERIOR ARCHITECTURE 1" fATERIAL LEGEND 1. (2) "5 REBAR - CONTINUOUS 2. 2' CONTINUOUS METAL VENT 3. BRICK VENEER 4. 4' METAL STUDS 0 I6' O/C 5. R-19 BATT INSULATION 6. VAPOR BARRIER �. 5/8' GYPSUM BOARD 8. 1/2' EXTERIOR PLYWOOD STRUCTURAL SHEATHINCs. S. WEEP HOLES AT 32' O/C 10. GRANULAR FILL Il. ALUMINUM ROOF EDGE DRIP 12. 6' CONCRETE SLAB. SEE A3.1 13, BASE- SEE FINISH SCHEDULE 14. 3/4' PLYWOOD FLOOR S4EATH41WG 15. 1/2' PLYWOOD ROOF SHEATHING Ira- STEEL LINTEL 11. R-38 INSULATION I8. INSULATION le. WOOD SILL EXTENSIONS 20. BACKER ROD AND SEALANT 21. FLASHfW-z 22. 12' CONCRETE FOUNDATION WALL WITH 6'W X 8"H BRICK LEDGE 23. 'GRANO MANOR' S441NG:LE5 OVER #30 BUILDING PAPER 24. ALUMINUM GUTTERS 25. 2X12 $46 A AND BETTER CEDAR - PAINT 26. 2X FRAMING FOR BRICK POCKET 21. WOOD WINDOWS. SEE SCHEDULE 28. INSULATION DAM 20- BRICK ROWLOCK SILLS 30. 2' RIGID INSULATION BOARD 31. WOOD TRUSSES. SEE A3! 32, WOOD BLOCKING= 33. DRIP CAP 34, WOOD OR HM DOOR SEE SCHEDULE 35. 1X4 546 A s BETTER CEDAR TRIM - PAP 36. SEALANT 3 DOOR FRAME - N1"! 38, AIR INFILTRATION BARRIER !TYVEKi 30- ALUMINUM DOWNSPOUTS 40, CONCRETE FOOTIN-x 4% VERT. 1*4 REBARS 6 I6' O/C 42• HORM "4 REBARS 9 16' O/C 43. 2X WOOD I=RAMIN,3 44. 2X 545 A t BETTER CEDAR - PAIN7 45. BRICK SOLDIER COURSE 46, 1/2' EXTER. CEDAR SOFFI" 4-1. 2X WOOD PLATE 48. WOOD CASING= - PAINT 49. 2X 8 545 A t BETTER CEDAR - PAINT 50, WOOD LOUVER - PAINT 51. WOOD BEAM SEE A31 52. WOOD FRAMING SEE A3' 53. ALUM. DOOR AND FRAME SEE DOOR SCHEDULE New Storage Building Tipton Road, rl Wa Sections Details date: July 1, 2002 scale: as noted coord.: JMA drawn: JMA A6.2 checked: JMA nn PLAN NOTES: lm 1. MOUNT IN SOFFIT. E.C. TO CONFIRM FIXTURE ROUGH -IN INFORMATION WITH OWNER'S REPRESENTATIVE PRIOR TO ROUGHING -IN. 2. MOUNT BOTH UNITS AT +96" ABOVE FINISHED SLAB. 3. MOUNT ©120" ABOVE FINISHED FLOOR (AFF), CENTERED OVER MAN -DOOR. 4. E.C. TO ROUGH -IN 4" SQ BOX WITH PULLSTRING TO ABOVE CEILING FOR USE BY DIMMING SYSTEM CONTRACTOR. KEYPAD, DIMMING SYSTEM BY OTHERS. 5. MOUNT FIXTURE @20" ABOVE TREAD SURFACE. 6. SEE E-2 FOR THIS FIXTURE'S INFORMATION. 7. MOUNT FIXTURE TO J. BOX ON BOTTOM OF "2 -BY" CENTER UNDERSTAIR SUPPORT. DO NOT MOUNT TO SIDE SUPPORT- FIXTURE TO BE SPACED FROM WOODEN MEMBERS TO PREVENT HEAT TRANSFER TO WOOD FROM 8. EXHAUST FAN BY OTHERS. E.C. TO CONNECT POWER TO FAN AND LUMINAIRES VIA (3) SWITCHES AS SHOWN 9. E.C. TO PROVIDE POWERED ROUGH -IN VIA 4" SQ. BOX FLUSH WITH FINISHED CEILING. E.C. TO CONFIRM PROPER ROUGH -IN INFORMATION WITH OWNER REPRESENTATIVE PRIOR TO ROUGHING -IN. 10. E.C. TO PROVIDE POWERED ROUGH -IN VIA 3.125" (SMALL) SQ. BOX FLUSH WITH WALL @72"AFF. E.C. TO CONFIRM PROPER ROUGH -IN INFORMATION WITH OWNER REPRESENTATIVE PRIOR TO ROUGHING -IN. 11. MOUNT Q 96" AFF IN LOCATION SHOWN. 12. E.C. TO CONFIRM FIXTURE ROUGH -IN REQUIREMENTS PRIOR TO ROUGHING -IN. 13. SAME AS NOTE #9 ABOVE. 14. E.C. TO CONFIRM TOTAL QUANTITY OF LAMPHOLDERS, AND TOTAL NUMBER OF LAMPHOLDERS PER SECTION OF TRACK (1920W MAX). SUSPEND TRACK SO THAT BOTTOM OF LAM PHOLDER /FIXTURE IS NOT LOWER THAN 10' AFF 15. EACH SECTION OF TRACK IS (1) DIMMING CIRCUIT (AS SHOWN BY THE LOWER-CASE LETTER), FOR A TOTAL (15) TRACK DIMMING CIRCUITS. SEE NOTE #16 BELOW. SEE NOTE #14 ABOVE. 16. EACH FIXTURE TO BE SUSPENDED FROM CEILING SUPPORT TO HEIGHT OF 10' AFF FROM BOTTOM OF FIXTURE GROUPS OF FIXTURES INDICATED BY A COMMON LOWER-CASE LETTER MAKE-UP (1) DIMMING CIRCUIT. 17. E.C. TO PROVIDE AND MOUNT TO CEILING SUPPORT CENTERED ON CARLIFT AREA. SPACE EACH 24" HORIZONTALLY FROM IMAGINARY VERTICAL PLANE OF FRONT OR REAR OF CAR ON LIFT. 18. SAME AS NOTE #12. FOR EDGE "TIVOLI" STYLE LIGHTING. 19. SHADED AREA INDICATES CLEAR DISTANCES TO LIVE/GROUNDED PARTS, EQUIPMENT FROM FLOOR TO CEILING PLANE. NON -RELATED SYSTEMS/EQUIPMENT ARE NOT TO BE IN THIS AREA AS WELL. 20. E.C. TO COORDINATE ALL WORK WITH OWNER'S REPRESENTATIVE. 21. E.C. TO COORDINATE ALL WORK WITH OTHER TRADES AND CONTRACTORS AS NECESSARY. 22. REFER TO E-2 FOR 2ND FLOOR, ATTIC LIGHTING INFORMATION. 23. REFER TO E-3 FOR 1ST FLOOR POWER, DEVICE INFORMATION. 24. REFER TO E-4 FOR 2ND FLOOR POWER, DEVICE INFORMATION 25. REFER TO E-5 FOR FIXTURE SCHEDULE, SERVICE, DISTRIBUTION AND SYMBOL INFORMATION. OF LAMP. OF GENERAL NOTES: 1. E.C. TO CONFIRM THE FOLLOWING PRIOR TO ROUGH -IN: -LOCATION, MOUNTING HEIGHT -EQUIPMENT NAMEPLATE INFORMATION (HP, KW, FLA, VOLTAGE, PHASES, ETC.) -QUANTITIES OF UNITS 2. E.C. TO COORDINATE ALL ELECTRICAL WORK WITH APPROPRIATE TRADES AS WELL AS OWNER'S REPRESENTATIVE. 3. REFER TO SHEET E2 FOR ADDITIONAL ELECTRICAL INFORMATION. 4. SITE/EXTERIOR LIGHTING IS NOT INCLUDED AS A PART OF THIS CONTRACT. 5. CONDENSING UNIT, FURNACE FAN, EXHAUST FAN, CARBON MONOXIDE MONITORING, LOUVER, WATER HEATER AND TELE- VISION EQUIPMENT AND THEIR FITTINGS TO BE PROVIDED BY OTHERS. E.C. TO CONNECT POWER ONLY. 6. FURNACES AND WATER HEATER ARE TO BE GAS-FIRED. 7. NOT USED. 8. E.C. TO VERIFY SECURITY SYSTEM POWER AND ROUGH -IN REQUIRE- MENTS. 9. E.C. TO CONFIRM IRRIGATION SYSTEM REQUIREMENTS AND LOCATION PRIOR TO ROUGH -IN. FIRST FLOOR LIGHTING PLAN SCALE: 11/4"=V-0" NORTH p m = W 00 SHEET N0. ►W -o Q O UJ V N O C{�6 t W O Q C LL V Q 00 REVISIONS D.F.B.S. SUBMISSION 8/9/02 FDK OWNER CHANGES 10/14/02 FDK FIELD ISSUE 2/19/03 FDK, x5132 BASE DRAWINGS COURTESY OF: JOHN MOSELE ARCHITECT ARCHITECTURE PLANNING INTERIOR ARCHITECTURE Tipton Road, LLC SHOP DRAWING 1/1943 fDK w • C0 V V L W cc m� N s N Z �l LaI W 00 SHEET N0. ►W -o tjo m< LL c o z H LL oac 0 0 W 0 a W a 0 V a OF 5 J M OPLAN NOTES: 1. MOUNT @96" ABOVE FINISHED FLOOR (AFF), C[NTERED OVER OPENING. 2. MOUNT FIXTURE @20" ABOVE TREAD SURFACE. REVISIONS 9. 3. MOUNT FIXTURE TO J. BOX ON SIDE OF "2 -BY' ROOF TRUSS IN LOCATIONS SHOWN. 4. MOUNT FIXTURE TO J. BOX ON SIDE OF "2 -BY' ROOF TRUSS ABOVE USABLE SPACE. 5. E.C. TO PROVIDE POWERED ROUGH -IN VIA 4" SQ. BOX FLUSH WITH FINISHED CEILING. E.C. TO 1ST FLOOR, LIGHTING INFORMATION. CONFIRM PROPER ROUGH -IN INFORMATION INCLUDING WEIGHT OF FIXTURE, WITH OWNER REPRESENTATIVE. PRIOR TO ROUGHING -IN. 6. E.C. TO PROVIDE POWERED ROUGH -IN VIA 4" SQ. BOX FLUSH IN CEILING. E.C. TO CONFIRM PROPER ROUGH -IN INFORMATION WITH OWNER REPRESENTATIVE PRIOR TO ROUGHING -IN. 7. MOUNT © 96" AFF IN LOCATION SHOWN. Q< W W 8. SURFACE -MOUNT FIXTURE AS SHOWN. NOTE SWITCHING INDICATORS- LOWER CASE LETTERS AND "NL" o UNSWITCHED. 0 00 REVISIONS 9. MOUNT FIXTURE AS SHOWN. MOUNT FIXTURE TO SIDE OF ROOF TRUSS ON 4" SQ. J. BOX. 10. E.C. TO COORDINATE ALL WORK WITH OWNER'S REPRESENTATIVE. MOSELE 11. E.C. TO COORDINATE ALL WORK WITH OTHER TRADES AND CONTRACTORS AS NECESSARY. 12. REFER TO E-1 FOR 1ST FLOOR, LIGHTING INFORMATION. O 13. REFER TO E-3 FOR 1ST FLOOR POWER, DEVICE INFORMATION. 14. REFER TO E-4 FOR 2ND FLOOR POWER, DEVICE INFORMATION Q 15. REFER TO E-5 FOR FIXTURE SCHEDULE, SERVICE, DISTRIBUTION AND SYMBOL INFORMATION. A. GENERAL NOTES: 1. E.C. TO CONFIRM THE FOLLOWING PRIOR TO ROUGH -IN: -LOCATION, MOUNTING HEIGHT -EQUIPMENT NAMEPLATE INFORMATION (HP, KW, FLA, VOLTAGE, PHASES, ETC.) -QUANTITIES OF UNITS 2. E.C. TO COORDINATE ALL ELECTRICAL WORK WITH APPROPRIATE TRADES AS WELL AS OWNER OR HER/HIS REPRESENTATIVE. 3. REFER TO SHEET E2 FOR ADDITIONAL ELECTRICAL INFORMATION. 4. NOT USED. 5. NOT USED. 6. FURNACES AND WATER HEATER ARE TO BE GAS-FIRED. 7. NOT USED. 8. E.C. TO VERIFY SECURITY SYSTEM POWER AND ROUGH -IN REQUIRE- MENTS. 9. E.C. TO CONFIRM IRRIGATION SYSTEM REQUIREMENTS AND LOCATION PRIOR TO ROUGH -IN. SECOND FLOOR SIGHTING PLAy, SCALE'. I/4"=1'-0" ee NORTH {to g LLJ CD Z a Y` m Qo Y Q< W W p H Q `�' o v �l 0 00 REVISIONS D.F.B.S. SUBMISSION 8/9/02 FDK OWNER CHANGES 10/14/02 FDK FIELD ISSUE 2/19/03 FDK, x132 BASE DRAWINGS COURTESY OF: JOHN MOSELE ARCHITECT ARCHITECTURE PLANNING INTERIOR ARCHITECTURE Tipton Road, LLC O ` LJ Q C 410 D � o 0 Q U-) 0 SHOP DRAWING 2119103 fD DATE: V N� N � O Lu z W V LL 5 z W o L c -�--+ c V o a � Q/ V z tW- LL� z �, Z o U i j V L■ z z cc a 0c aL 13 1 W n 00 W CDU. SHEET N0. E-2 O CV OF 5 Ln p F_ nn PLAN NOTES: 1. MOUNT 0 18" ABOVE FINISH SLAB 2. 41x4'x3/4" EXTERIOR RATING PLYWOOD TELEPHONE BOARD WITH #6 Cu GROUND AND DEDICATED DOUBLE DUPLEX RECEPTACLE. 3. TELEPHONE SERVICE ENTRANCE: CONFIRM REQUIREMENTS WITH VOICE/DATA UTILITY. CABINET, CONDUCTORS, CONNECTORS, TERMINATIONS & TESTING BY OTHERS. 4. IRRIGATION SYSTEM: BY OTHERS. E.C. TO PROVIDE (1) 1" PVC -40 W/PULLSTRING POINT IN YARD DESIGNATED BY IRRIGATION CONTRACTOR, CAP AND SEAL, TO STUB -UP NEAR BUILDING. LB WITH GASKETED COVER THROUGH SEALED WALL PENETRATION. PROVIDE NEMA 5-20R RECEPTACLE SURF- ACE -MOUNTED RECEPTACLE NEAR ENTRY POINT @48" ABOVE FINISHED FLOOR. 5. LANDSCAPE LIGHTING ROUGH -IN: PROVIDE (1) 1" PVC -40 W/PULLSTRING TO POINT DESIGNATED IN YARD BY OWNER'S REPRESENTATIVE, CAPPED AND MARKED, TO STUB -UP NEAR BUILDING. EXTEND TO INTERIOR VIA SEALED WALL PENETRATION AND LB WITH GASKETED COVER. 6. SERVICE ENTRANCE: PROVIDE (1) 4" PVC -80 CONDUIT WITH PULLSTRING AND 36" SWEEP ELLS AND 0) 4" PVC -80 CONDUIT WITH 36" SWEEP ELLS AND (4) 500 MCM Cu XHHW CONDUCTORS IN TRENCH 30" BELOW GRADE WITH DIRT BACKFILL. STUB -UP AT BUILDING. MOUNT COLLAR AND CAP TO SPARE CONDUIT STUB -UP. EXTEND CONDUIT AND WIRE TO "P1 A" VIA LB WITH GASKETED COVER AND SEALED WALL PENETRATION. MARKING, LAYOUT AND STAKING BY OTHERS. SEEDING, SODDING AND LANDSCAPING BY OTHERS. EXCESS DIRT SPOILS TO BE REMOVED FROM SITE BY OTHERS. REFER TO E-5 FOR ONE -LINE DIAGRAM, PANEL SCHEDULES, AND GROUNDING INFORMATION. 7. METERING, TRANSFORMER, TRANSFORMER PAD, PRIMARY AND PRIMARY TERMINATIONS AND PROTECTIVE BOLLARDS, IF REQUIRED, BY OTHERS. 8. E.C. TO HAND -DIG ONLY AT TRANSFORMER AND TERMINATE CONDUCTORS. 9. FOR ACCESS BY UTILITY- NO OTHER CONDUITS, CONDUCTORS, ELECTRODES AND EQUIPMENT TO BE WITHIN PERIMETER OF TRANSFORMER AS INDICATED. 10. HVAC ELECTRICAL DETAILS SHOWN SEPARATELY BELOW FOR CLARITY. 11. ENCLOSURE FOR HVAC EQUIPMENT BY OTHERS. 12. REFER TO E-5 FOR DESCRIPTIONS OF PANEL "P1 A"/"P1 B". 13. DISPOSAL FURNISHED BY OTHERS. E.C. TO CONNECT POWER VIA TOGGLE SWITCH IN LOCATION SHOWN. 14. ABOVE -COUNTER DEVICES TO BE N5 -20R MOUNTED IN FULL -HEIGHT STAINLESS STEEL BACK - SPLASH AT HEIGHTS INDICATED. THESE DEVICES TO USE STAINLESS STEEL DEVICE PLATES. 15. CLOSELY COORDINATE ALL WORK WITH CABINET CONTRACTOR AND OWNER'S REPRESENTATIVE PRIOR TO ROUGH -IN. 16. CARBON MONOXIDE (CO) (DETECTION/EVAC) SYSTEM BY OTHERS. E.C. TO PROVIDE POWER TO PANEL (COSP)AND 120V INTERLOCK WIRING TO FRESH AIR INTAKE LOUVER ACTUATOR AS INDICATED. 17. DOOR OPERATOR SYSTEM EQUIPMENT BY OTHERS. E.C. TO CONNECT POWER TO OPERATOR VIA CEILING RECEPTACLE OR MOTOR -RATED TOGGLE SWITCH. E.C. TO CONFIRM REQUIREMENTS. 18. PROVIDE N5-2OR RECEPTACLE FOR WATER SOFTENER SYSTEM BY OTHERS. 19. E.C. TO PROVIDE 30A., 208V. 2P. CONNECTION TO 80 GALLON WATER HEATER BY OTHERS, VIA 30A., 2P., 250V. N1 NFSS AND (3) #10 THHN Cu IN 3/4" LIQUID -TIGHT CONDUIT. 20. LOCATE REEL -MOUNTED PLUG/CORD ASSEMBLIES AS SHOWN. COORDINATE WITH OWNER'S REP. 21. TO CONNECT POWER TO CAR LIFT BY OTHERS. CONFIRM REQUIREMENTS PRIOR TO ROUGH -IN. 22. ALL BRANCH CIRCUIT RECEPTACLES TO BE N5 -24R, PROTECTED BY GFCI CIRCUIT BREAKERS IN PANEL. 23. PROVIDE CEILING -MOUNTED N5-2OR RECEPTACLE FOR TV. TV, MOUNTING BRACKET, AUDIO/VIDEO WORK AND SYSTEM BY OTHERS. COORDINATE LOCATION WITH OWNER REP PRIOR TO ROUGH -IN. 24. MOUNT IN LOWER BACK&_ -ASH. PROTECT WITH GFCI C.B. IN PANEL. TYPICAL OF (2). 25. CONFIRM LOCATION UNDER -BAR EQUIPMENT PRIOR TO ROUGH -IN. 26. ISLAND BAR POWER PROVIDED BY EXISTING FLOOR BOX/CONDUIT. 27. CONFIRM REQUIREMENTS FOR "TIVOLI" TYPE LIGHTING PRIOR TO ROUGH -IN. 28. SELF-CONTAINED AUTO EXHAUST EVAC. FAN BY OTHERS. CONFIRM LOCATION PRIOR TO ROUGH - IN AND POWE CONNECTION. 29. WELDER ROUGH -IN: 4" SQ BOX WITH BLANK COVER AND PULLSTRING TO ABOVE CEILING. CON- FIRM LOCATION BEFORE ROUGH -IN. 30. 10 HP 208V 30 AIR COMPRESSOR CONNECTION: CONFIRM LOCATION PRIOR TO ROUGH -IN. 31. A/V EQUIPMENT RACK(S): CONFIRM POWER REQUIREMENTS PRIOR TO ROUGH -IN. 32. COORDINATE LOCATIONS OF RECEPTACLES PRIOR TO ROUGH -IN. 33. 3#8 XHHW Cu IN 3/4" LIQUID -TIGHT FLEXIBLE CONDUIT. TYPICAL OF (3). 34. NFSS: 100A 3P 250V N3R NON-FUSED SWITCH- MOUNT TO BUILDING. TYPICAL OF (3). 35. 5 TON (208V 30) GROUND -MOUNTED CONDENSER UNIT AND PAD BY OTHERS. E.C. TO CON- NECT POWER ONLY. ALL TEMPERATURE/CONTROL WORK BY M.C. TYPICAL OF (3). 36. NO EQUIPMENT SHALL BE LOCATED WITHIN THIS SHADED AREA. 37. N5 -15R FOR SECURITY SYSTEM PANEL. PLAN NOTES: 1. E.C. TO CONFIRM THE FOLLOWING PRIOR TO ROUGH -IN: -LOCATION, MOUNTING HEIGHT -EQUIPMENT NAMEPLATE INFORMATION (HP, KW, FLA, VOLTAGE, PHASES, ETC.) -QUANTITIES OF UNITS 2. E.C. TO COORDINATE ALL ELECTRICAL WORK WITH APPROPRIATE TRADES AS WELL AS OWNER'S REPRESENTATIVE. 3. REFER TO SHEET E2 FOR ADDITIONAL ELECTRICAL INFORMATION. 4. NOT USED. 5. NOT USED. 6. FURNACES AND WATER HEATER ARE TO BE GAS-FIRED. 7. NOT USED. 8. E.C. TO VERIFY SECURITY SYSTEM POWER AND ROUGH -IN REQUIRE- MENTS. 9. E.C. TO CONFIRM IRRIGATION SYSTEM REQUIREMENTS AND LOCATION PRIOR TO ROUGH -IN. st SCALE: 1/4"=l' -O" $ NORTH I H % a m Q W \ uj Ns Q u- C Li U � G 00 REVISIONS D.F.B.S. SUBMISSION 8/9/02 FDK OWNER CHANGES 10/14/02 FDK FIELD ISSUE 2/19/03 FDK, x132 BASE DRAWINGS COURTESY OF: JOHN MOSELE ARCHITECT ARCHITECTURE PLANNING INTERIOR ARCHITECTURE Tipton Road, LLC L L a 4111 O SHOP DRAWING 211910.3 DATE: � 4NC4 N O W z V Z a z W c Lc �-+ � V O a w I-- U z H W N= o 0 0 C6 V Z: J U L� Z z cc a �z 3 W 00 SHEET N0. =� m I Zo - E3 Luo m I "' L, ccn o of 5 SPLIT SYSTEM GAS-FIRED F FAN: PROVIDED BY M.C. E.C. TO CONNECT POWER. E LOCAL NON-FUSED SAFETY TEMPERATURE CONTROL W01 BY OTHERS. TYPICAL OF 3. SECOND SCALE: 1/4"=l'—O" FLOOR GENERAL NOTES: 1. E.C. TO CONFIRM THE FOLLOWING PRIOR TO ROUGH—IN: —LOCATION, MOUNTING HEIGHT —EQUIPMENT NAMEPLATE INFORMATION (HP, KW, FLA, VOLTAGE, PHASES, ETC.) —QUANTITIES OF UNITS 2. E.C. TO COORDINATE ALL ELECTRICAL WORK WITH APPROPRIATE TRADES AS WELL AS OWNER'S REPRESENTATIVE. 3. REFER TO SHEET E2 FOR ADDITIONAL ELECTRICAL INFORMATION. 4. NOT USED. 5. NOT USED. 6. FURNACES AND WATER HEATER ARE TO BE GAS—FIRED. 7. NOT USED. 8. E.C. TO VERIFY SECURITY SYSTEM POWER AND ROUGH—IN REQUIRE— MENTS. 9. E.C. TO CONFIRM IRRIGATION SYSTEM REQUIREMENTS AND LOCATION PRIOR TO ROUGH—IN. POWER PIAN NORTH N N D.F.B.S. SUBMISSION 8/9/02 FDK OWNER CHANGES 10/14/02 FDK FIELD ISSUE 2/19/03 FDK, x132 BASE DRAWINGS COURTESY OF: 1 JOHN MOSELE ARCHITECT "cTL ECTURE PLANNING INTERIOR "CHITECTURE Tipton Road, LLC SHOP DRAWING 2/1943 fDK w O V ["l L cc rn w cc W W z z W O Q oc H Z U z Q y D �z 2 J Ja 2E 4C z .eo Z 0 z H LL 0 0 W 0 Q w W H a O 0 00 SHEET N0. o E-4 o m l 0 cn n OF 5 m Q< Q Z� �Y O � N CD N {4�y0 W� C Q C EL_ G Li V Q 00 REVISIONS D.F.B.S. SUBMISSION 8/9/02 FDK OWNER CHANGES 10/14/02 FDK FIELD ISSUE 2/19/03 FDK, x132 BASE DRAWINGS COURTESY OF: 1 JOHN MOSELE ARCHITECT "cTL ECTURE PLANNING INTERIOR "CHITECTURE Tipton Road, LLC SHOP DRAWING 2/1943 fDK w O V ["l L cc rn w cc W W z z W O Q oc H Z U z Q y D �z 2 J Ja 2E 4C z .eo Z 0 z H LL 0 0 W 0 Q w W H a O 0 00 SHEET N0. o E-4 o m l 0 cn n OF 5 1 Tifton Road, LLC 1120 AAA Way, Carmel, IN 46032 New Storage M6�. 1150 AAA Way, Carmel, IN 46032 CODE COMPLIANCE DATA Vicinity Map Drawing Index - Code Cover �4N4 E, _� �� ::�E _E E� Occupancy _ _ _ C100 Site Cover Sheet - - C101 Demo Pian Site And Utility Plan Construction Z C102 Development Plan TYF= 5FRiNKLED z '= 4 0103 Erosion Control Plan And Details Allowable Area Q w C901 General Details And Specifications E 000 �r � � - i ~ � � E ' Proposed Area SF t 62 0r CJF,4NT5i A0,1 General Notes, Legends, Wall Types 6EIScti° FLooR 13Va = r occu aN A2.1 First Floor Plan Allowable Building A2.2 Second Floor Plan, Door Schedule Room Finish Schedule Notes A3.1 Foundation Plan Framing Plans 5E a T cN EO '� = ExE" +O': 3 y Roof Plan, Truss' Profiles Floor Pattern Plan `� SNE `X`T'�o```�ED ~R°" S--��J==''� I. - ✓T=VT ✓ o=ENINGS No- A5.1 Exterior Elevations. - A6.1 Wall Sections, Details . _ - _ „c �� , �E F: - A6.2 ... 'C�- _✓ � v ,L.�� ✓ A6.2 Wall Sections, Details W-1, 0, .._ - CONSTRUCTION DOCUMENTS July 1, 2002 John Mosele Architect Set No. CITY OF CARMEL/CLAY TOWNSHIP Dept. of Community Services -- Building & Code Enforcement 8225 North Washington Blvd. Indianapolis, Indiana 46240 317 257-6804 One. Civic Square I" Floor; Carmel, IN 46032 Schneider 12821 East New Market Street, Carmel, IN 46032 317 826-6410 PLAN AUTHENTICATION CERTIFICATIONS AND AGREEMENT As the authorized agent responsiblr- for obtaining a permit or permits`, I certify that these plans are IDENTICAL to those released for construction by the Indiana Dept. of Fire & Building Services. I also understand that if it is determined that these plans are not identical, a STOP ORDER i11 be served, as required under the Ordinances referenced below. 5Autrzed Signature Printed Name d under Chapter 7, Section 10 o1 the Carmel City Code, entitled'Building Code" and Section 29.4.2 ion 29 4-3 entitled "Administration". Required by Carmel / Clay Township Zoning Ordinance, Section 31.1 entitled "Violations and Penalties Z7. O Z 5 -Permits% Forms ,�AuthentSticker 11-01 !Date ~ SIT Car el Dr —� E Car �Dr Statio r — v t D o Q C a� o cMedical Q .°' Ja n d m Cr mso C oer Mc a -a Re P!-\ 16th t I 4 j o o Wa n n ! W o AREA MAP. NOT TO SCALE SEC. 31-T18-R4E IVI (CONSTRUCTION PLANS) HAMILTON COUNTY CARMEL, INDIANA DEVELOPER0 : ME: BY: DESCW704: 5/15/D2 I AIG I C101, C1 02 PROJECT ENGINEER: CHECKED BY: DATE CHECKED: Tipton Road, LLC 1120 AAA Way Carmel, IN 46032 12821 E. New Market Street Architecture Suite 100 Civil Engineering Carmel, IN 46032 Environmental Engineering Telephone: 317.569.8112 Geotechnical Services Fax: 317.826.6410 GIS * LIS www.schneidercorp.com Home Builder Services Interior Design Land Surveying Landscape Architecture Tr sportation Engineering r CERTIFIED BY: DAVID K. SEXTON E—MAIL ADDRESS: dsexton@schneidercorp.com Tits D AVW W TME W.4 aEWG M CONCEPTS =9AW OU ARE 1W O CI115iVE KMIECTUAL PROPERTY OF 1}E SOVIEW COrF'ORA" AND ARE NOT W EE M OR REPRODUCED IN lHaE OR RI PART, WrHW 1fE MRITTEN CONSENT OF 1W SCtuEiDER CU Pp TMfl 0 2001, The Schneider Corporation JOB No. 4029.002 ,��,,•"'w\\ K. SEk 0 T oP - C ISTE# :�'L � � No. .� 9500028 �O STATE OF n�` . zi�DiANP G= DATE: 5/1S"%2 SHEET (Caw OF INDEX SHEET No. DESCRIPTION C100 COVER SHEET 0101 DEMOLITON SITE AND UTILITY PLAN C102 DEVELOPMENT PLAN C103 EROSION CONTROL PLAN AND DETAILS C901 GENERAL DETAILS AND SPECIFICATIONS 12821 E. New Market Street Architecture Suite 100 Civil Engineering Carmel, IN 46032 Environmental Engineering Telephone: 317.569.8112 Geotechnical Services Fax: 317.826.6410 GIS * LIS www.schneidercorp.com Home Builder Services Interior Design Land Surveying Landscape Architecture Tr sportation Engineering r CERTIFIED BY: DAVID K. SEXTON E—MAIL ADDRESS: dsexton@schneidercorp.com Tits D AVW W TME W.4 aEWG M CONCEPTS =9AW OU ARE 1W O CI115iVE KMIECTUAL PROPERTY OF 1}E SOVIEW COrF'ORA" AND ARE NOT W EE M OR REPRODUCED IN lHaE OR RI PART, WrHW 1fE MRITTEN CONSENT OF 1W SCtuEiDER CU Pp TMfl 0 2001, The Schneider Corporation JOB No. 4029.002 ,��,,•"'w\\ K. SEk 0 T oP - C ISTE# :�'L � � No. .� 9500028 �O STATE OF n�` . zi�DiANP G= DATE: 5/1S"%2 SHEET (Caw OF IEX. 6" STANDING CURB W z� � 1 =3l U `a z U z I X . W cc X ! Ij I 1 _ j -A '^�^�'�% _ �" - f j f'�' f J`�� / �f / J '` / �'A �Y./� .t- J / , �J jr 1 9�✓ t. EX. 6" STANDING � ► E ' �.�xlsTit TO BE 1 CR.ABAPP!E 4 BUILDING IFIL 6' Straight Concrete Curb c�1 Straight Curb Wheelchair Ramp 2 C901 5' Concrete Service Walk 1 C9O1 Q Concrete Pavement Section C9C1 0 Typical Pavement Section 4 csol Denotes Existing 6' Standing Curb and Pavement to be Removed HOLEY MOL.EY SAYS "DON'T DIG BLINDA "IT'S THE LAW" CAL'. 2 WORKING DAYS BEFORE YOU DIG 1-800-382-5544 CALL TOl1 FREE PER INDIANA STATE LAW IS -69 -1991 - IT IS AGAINST THE LAW TO EXCAVATE WTHOLIT NOTIFYING THE UNDERGROUND LOCA1>ON SERVICE TWC (2) WORYJNG DA" S BEFORE COMMENCING WORK, ASSUMED NORTH SCALE. 1»=10' i. ALL RADIUS AND OTHER DIMENSIONS FOR 6" STANDING CURB ARE TO FACE OF CURB. 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCA11ONS FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARED OR RESUMED. 3. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 4. ALL CONSTRUCTION ACTIVITY ON THIS SITE To BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 5. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF THE BUILDING FOUNDATION WALL 6. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 7. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 8. SERVICE WALKS SHALL BE NON—REINFORCED CONCRETE 4" THICK AND WIDTH AS INDICATED ON PLANS. 9. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. SDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS AND CONTRACTION JOINTS AND SHALL LIE PERPENDICULAR SIDEWALKS AT 5' INTERVALS OR LESS. 0 V) LO o� 5 � ��uNuuN�sur��p K. SF'4� 'i oy �� N0. s 9500028 STATE OF AL Hill y/herr►r�gHill DATE:5�/$' O Z THIS DRAINING AND THE IDEA$, SIGNS AND CONCEPT.$ 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 SCHNUDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP.(2001) 11 4 *1 Schr,6i&r THE SCHNEIDER CORPORATION I, 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com I Architecture Civil Engineering Environmental Engineering Geotechnical Services E GIS * L!S i Home Builder Services I Interior Design I Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 9 4029.002 C\2 Cc Q cc CHECKED BY: Qi z co DEMOLITION PLAN/ z DRAWING FILES S:\4K\4029\002\dwgs\Cl0I.dwg —S O CQ o C W � .Z a DATE: PROJECT NO.: 03/29/02 4029.002 DRAWN BY: CHECKED BY: KDK SHEET TITLE: DEMOLITION PLAN/ SITE AND UTILITY PLAN DRAWING FILES S:\4K\4029\002\dwgs\Cl0I.dwg XREF: 4029002BS.dwg XREF: topo-0.dwg XREF: 402900ILdwg SKEET NO.: (Clan