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NO. 9542327 INV. = 758.72 ��-E E- - -E- -E- E I Q� ;EY ) ii �� \ \ ------------ - ----- R/WLINE Q wr-ro- L, \�\ \ / - �� - 6 l--------� yJ---.= Q ---------- 51TE NOTES T- - - T- T- - - T-----T--T--T-----T- T- ---T- - - T-\- - ` R W LINE -r---- Jf- - -T- / �. \ T- -� - -T- - -T- off. T- T- -S'- -. -T- - -T- -�-T- - - ems-- -T - -T �.�.� - - 1 1 v 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATION5. b / P - - �`� - - --------------------------_________________________ ----- 2. ALL PARKING STRIPES ARE TO DE 4' PAINTED (WHITE). ---------------------------- -------------------------------------------------------------`--------'------------�= HANDICAPPED ACCE55 A15LE5 SHALL 6E 4' PAINTED, (DLUE). 3. ALL 0IMEN5ION5 ARE TO EDGE OF PAVEMENT OR FACE OF ----------------------------- It �� :';=-------------------------------------______ _-- --- 4 ALL DIMEN51ON5 S NOARE TO FACEOFDRICK 0 --------------------------- -----------------------J,1AZEL DELL PARKWAY - "- _, L D ON5 R FACING \ / \ 'u \ / - \--'-�______ ____-_________�� MATERIAL, WHERE APPLICA5LE. N 00 20'43" E - 1376.66' F I -_ � I) \ o _- 5. ALL DIMENSIONS ARE PARALLEL WITH, OR PERPENDICULAR �\/ �- / / / �0. / �� / �� / ° / Q °� �e -- TO 5A5E LINES, PROPERTY LINE5 OR bUILDING LINES ____---- J� -tJ� PJ yJ� h �J� °Q�``� _ °��``� ` i �Q`�` o / UNLE55 NOTED OTHERWI5E. PROP05ED ENTRANCE _- �O- ry' II `�' e 0. doe• / -�_-----_------------ __ m---------------------- --- _ �` / -`a--- ---- - (bY OTHER5) PROP05ED INGRESS EGRE59___-__-_-_____-_-__________________________________________-------- . ------'' T re --- 6- THE CONTRACTOR 5HALL VERIFY ALL DIMEN51ON5 IN THE EASEMENT. PLAN5 FOR LOT 6 h- -------------- FIELD PRIOR TO 5TART OF CON5TRUCTION. THE CONTRACTOR PROP05ED 4 `� ti / II ( Dedication of R.O.W.#128 PROP05ED RAMP5 - PEI�491P1G APPROVAL-fli�CITY OF COCNRETE II / II I (INSTR. # 9809806591 I 5HALL 5E RE5PON51bLE FOR ALL FIELD DIMEN51ON5. IF ANY (bY OTHER5) \ / CCARMEL \ / \ WALKWAY / \ / \ \ / ` \ / \ \ / �-` - - - - - - - - - - - - - - - - - - D15CREPANCIE5 ARE FOUND IN THESE PLAN5 FROM ACTUAL ----------- ---- -- ____ --_/------__- f---=-- --_---------_-__-- __-� __ __ ___-- --------- -----__ / I FIELD CONDITION5, THE CONTRACTOR 5HALL NOTIFY THE -- ----- ----- - --------�-- ---------------------------- _------------------_-_-------_----__=_____------------------------------------------------------------1----- // ----------------------------------------------------------- - I ENGINEER IMMEDIATELY. is-- 1---p�- --- ------------ T�-- ------ L -- -t�--1---PQ--�--F�--1-------------------- / --�-- / / \� \�---�e`3ic�onofTan�sc�p�-afsd-----7----------- L----- - 7. PROVIDE SMOOTH TRANSITIONS FROM NEW AREAS TO WASP.9'ATH ------ -------f-----� y��---------------------- Drainage Easement #12D / 8'ASP. PATH T/ /- ------------y- - EXI5TINGFEATURE5A5NECE55ARY. ti' `1' `L ti L\-{IIiSTR �t 9899896591- - - - - - �•R/W LINE � -------------- --�_ _-------- __ _ - - __-__ _ __-__-__ __-__ _ _ ® _ _ _ _ _ _ _ _ _ _ _421.32' _ �_ _ _ _ _ _ _ _ _ _ / / / 129.48' / 7 =��__ 00 8. RE5URFACE OR RECONSTRUCT AT LEAST TO ORIGINAL S 00°20'43" W �, -- -� - -- _ __-__-__ __-/_-__-__ __-__-__ __-__ ______ _ _ -_ CONDITION5, ALL AREA5 WHERE THE EXISTING PAVEMENT POURED IN-PLACE PROPOSED GROUND \� / �� I/ /� 1 CURB INLET / OR LAWNS ARE DAMAGED DURING CONSTRUCTION FROM I 9 O CURB INLET Q 1 CONCRETE MONUMENT o° % PROP05ED CURB T -MOUNTED SIGN TC=770.07 \�P \� PQ / �� `� / TC=765.66 / `� / / t2' RCP E INV=761.56 / / TRAFFIC 5Y CONTRACTOR5, SUDCONTRACTOR5 OR 5UPPLIER5 ' I WITH IRON DOWEL TO op,, fo END TAPER (TYP 30' DU&SE & GREENBELT 12' RCP (E)INV=765.57 °P�� i Q�� ,�z� / `� , j J O / / / / / AFTER CON5TRUCTION WORK 15 COMPLETE. /�- PROP05ED �J ��P �� ;*OURED IN-PLACE I, REQ'D SITE 5€ 5ET by OF 2) y \ / _S0_7 - - - ', - LINE �YP)J - - CONTRACTOR. - 60 BSL RETAINING WALL ��`� J°P�� c / / (�, �' �� CONCRETE MONUMENT // / / / �� 9. THE EDGE OF EXISTING ASPHALT PAVEMENT 5HALL 6E - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \� WITH IRON DOWEL TO / / _ / / PROPERLY 5EALEO WITH A TACK COAT MATERIAL IN ALL AREA5 30'DU&SE I-/�-------------- /-� --- ------ /---------- - - - - - - - - - - _ _ _ •° _ _ _ ��• _ _ _ _ 5E 5ET DY _ � - / r -" WHERE NEW ASPHALT PAVEMENT 19 INDICATED TO JOIN -- 3336 ti� / � - CONTRACTOR. � -•--------/�-"`---�----- -- EXISTING ASPHALT. I I 1 5P CE 0 91='O ' 54' °D 5 PA +a -, I / / / / SAN. MANHOLE LAKE #2 / / / TC=766.57 NORMAL POOL ELEV=762.00 i / // 10. ALL ASPHALT TO DE IN ACCORDANCE WITH I.N.D.O.T. / � 12" PVC NINV=747.20 i I 100 YEAR ELEV=765.25 / i / / / 12" PVC S�INV=747.20 / 5TANDARD 5PECIFICATION5 RELATIVE TO MATERIAL, MIX, (DY OTHERS) / / 12" PVC NW)INV=747.24 PLACEMENT AND WORKMAN5HIP I I PROPOSED SHADOW i / / .� / - - - - I - 0' BSL- - - - - - - - - - 3.0' DOX FENCE WITH / / i / / / / / / 11. CHAMFER ENDS OF ALL CURDS. - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----�--- N _F cv 5RICK-PETR57 - - - 7- 7- -9,-.---- --�--------- -- 9 9 9 9 INTEGRAL TO / / / i / / � / I ,�/ I / / 12. 5EE ARCHITECTURAL PLAN5 FOR WILDING 0IMEN510N5. -_ -- - I-- I c -p. R I RETAINNG WALL P ® ® ® 1P�� / / /I / 13. ALL 51DEWALK5 5HALL '/A'/FT. WITH A.D.A. 5TANDARD5, 5' r / / ��°� / MAX. CRO55 SLOPE OF /4 /FT. t MAX. SLOPE OF 1: 20. I I I R 5 5 AC 5 0 5P CE5 0 9' 72' REGULATED LEGAI,� / / / / / / / EQQ°�`I° / / / / I Pc,�� / I I �=4 D o b I DRAIN FOR NON �i / / / / / o �• / / / G� �� P� / 14. EX15TING PAVEMENT TO bE 5AWCUT IN ALL AREA5 1Yh _ • F • o ' ENFORCEMENT // / / / / / ti�� ' / / / I°\O�PO� / WHERE INDICATED NEW PAVEMENT TO JOIN EXI5TING. •--- 15. MONUMENT5 5HALL 5E 5TONE, PRE -CAST CONCRETE OR I I I I PARKING ` I ' ' / / / / /GJ�� CONCRETE POURED IN-PLACE WITH MINIMUM DIMEN51ON5 OF I', I Ln - I BUMPER REQ'D. C T / / /// / / / // / / , I I ��15F / / 4-INCHE5 5Y 4-INCHE5 by 5G-INCHE5, 5ET VERTICALLY 1 I TYP. / / / IN-PLACE. THEY 5HALL DE MARKED ON TOP WITH AN IRON OR I , � ,n a 170 / �, : / / G4• / / I / I �, a, _ll I N / of ry / / / �1� / % I I COPPER DOWEL 5ET FLUSH WITH THE TOP OF THE MONUMENT, I � a0 II HANDICAP VAN ACCE5515LE ° / �, / �o� h / F / / / V)I ® 1,) b 5PACE5 �`� / v `� oO / / OO / I o _J SCORED ON TOP WITH A CR055. MONUMENTS TO DE PLACED IN z I 516N READ. ,� \�' / `V/ e, // OI ml m / / STREETS SMALL DE OF BRASS, IRON OR STEEL PIN, 24-INCHE5 IN LOT 6 I 'o-----_ oTYPVpQG�, / �F, Op �p / / / p / L o LENGTH, 1/2 -INCH MINIMUM DIAMETER WITH 1 -1/2 -INCH MINIMUM 1.46 AC I I I a I to v LOT 5 q2 i:;`z � / Q`o E1 I ��,0 000 / / / / / / p / / / �I DIAMTER HEAD 5ET VERTICALLY IN-PLACE. I- IN 1 N G B - 3 I ; I �' I a . ZONING B-3 �� / °� \� 0P� I P�` �F�/ / / / / ° I / I ° 1 83 Ac qF I I °+Q-- ° 1 as PROP05ED OFFICE WILDING 24I 20 Os -------------------- 15,220 5F �N/ -------------------------------------- / � 1 9 m I I 1 --- 30'BSL _. -�---- cv _____ 30* BSL /------- ---� / ��1-7/ //o°�/ / �/ �Op // I 1 -- - -----30'DU&SE DUMPSTER--------30'DU&SE %/% - - �7'- -T �/ --- /��// / 0\��he1 / PARKING SUMMARY REQUIRED: DRAWN BY: 15,220 S.F. C 1 SPACE/300 S.F. = 51 SPACES ACCESSIBLE SPACES 3 SPACES PROVIDED: STANDARD PARKING (9x20) 48 SPACES HANDICAP PARKING PROVIDED 3 SPACES ( INCLUDES 2 VAN ACCESSIBLE ) TOTAL PROPOSED PARKING 51 SPACES ENCLOSUREP0.1 �� I L ---- d 90 5L LAND I----------- ////'�y\ �\ -� / / �\ ,'/ / / //'`/ ��p�-,�pyOC�L I LAND DESCRIPTION / MISC.REELI(J�AION P�O1tERTYL�;E \ /�� / \ �/ / / // J/1 /� �O,O�/t�C I -------------------- (LOT 5) 280.50' __ _ _ _ _JJJ _ _ Ile i 1 I The below described parcel is based on the unrecorded Land Title Survey b S OOj2D'4 - 5 1.00' S1 1 tiR \ / 'L° o`'L� 'L`,�� 71 °° 2" \ �6 t� rl'L / / �/ / - p Y Y Schneider Engineering Corporation (Project No. 904.60) certified by Richard H. f�OURED INS E / / / / I Miller (RLS#860001) and dated April 5, 2000. P�gC/� � / / F. 8' ASP. PATH / /%� / - - - - - - - - - - - - i - COPICRETE MONI7NT / 5/8" REBAR 1 / ! / / - - - - - - - _ _ _ _ _ _ _ WITH ITS "I OWEL TO / Part of the Northeast Quarter of Section 28, Township 19 North, Range 4 East in ZE-5EL5 1 11 / I PROP05ED ROAD Hamilton County, Indiana, being bounded as follows: CONTRACTOR./ / I (15YS)Y OTHER Commencing at the Southeast Corner of the Northeast Quarter of said Section 28, POURED IN-PLACE 1 Township 19 North, Range 4 East in Hamilton County, Indiana, being bounded as CONCRETE MO NT I follows; thence North 89 degrees 35 minutes 24 seconds West (assumed bearing) EXISTING / WITH IRO WEL TO 1 200.00' 579.48 feet along the South Line of said Northeast Quarter; thence North 00 VEGETATION 1 1 11 / / 6E 9 Y I ( degrees 20 minutes 43 seconds East 874.50 feet parallel with the East Line of SAN. M HOLE 1 I said Northeast Quarter to the southern boundary of Delaware Commons at Hazel TC=765 3 1 / / C RACTOR. I Dell Summit (recorded as Instrument Number 199909957250 in Plat Cabinet 2, 12' P ((E))INV=748.45 1 11 %-- - - - - - - Slide 326 in the Office of the Hamilton Count Recorder thence South 77 8" PVC S)INV=748.80 -------------- Y ) 12' (W)INV=748.51 / fi degrees 52 minutes 47 seconds East 298.33 feet along said southern boundary to - - - - - - - - - - - - - - - - - - - - - - - - the southeastern corner thereof, also being the POINT OF BEGINNING of this description; thence North 00 degrees 20 minutes 43 seconds East 280.50 feet parallel with the East Line of said Northeast Quarter and also along an eastern 1 1 11 1 boundary of said Delaware Commons; thence South 89 degrees 55 minutes 53 seconds East 227.43 feet parallel with a southern boundary of said Delaware PROP05ED roWATH 1 11 / 1 - Commons to the western right of way line of Hazel Dell Parkway (recorded as (DY OTHERS) Instrument Number 9809867476 in said Recorder's Office); thence South 00 degrees 20 minutes 43 seconds West 421.32 feet parallel with said East Line and 1 1 11 1 SUBJECT TRACT along said western right-of-way line, thence North 58 degrees 05 minutes 21 PLUM CREEK PARTNERS, LLC seconds West 286.92 feet to the POINT OF BEGINNING, containing 1.832 acres, _ 9 INSTR. # 99-57375 GROSS - 14.738 AC. f more or less. / 1 NET MINUS R/W - 12.266 AC.f I 1 Il DELAWARE COMMONS I ZONING B -3I AT HAZEL DELL SUMMIT I 1 II l INSTR. N 199909957250 / ZONING S-1 I WO 2 11 � �l 11 ry I CAUTION !! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1-800-382-5544 CALL TOLL FREE - INDIANA UNDERGROUND - c rT E •g000C Q �No� Z Q O 0` 101 o v •- � N w W QZW J ~a awe 0 I 0`� a�y ZUJP V� Zen CL W �v O ZN U 000 z C� M U W Z C Ww y 0 CL v w V Z a O Z DUNS No. = :..19900146: STATE OF IN CE RTI IED BY � a Z Z mi Z W J Z Vo Q �. W J a a W � cc Cl) Z M 0T_ J W W 0 � V a SHEET NO. C2wl 5OF13 DATE: 12122100 REVISIONS DRAWN BY: PED CHK'D BY: GRD .IDB NO. IN2000.0638 REVISIONS PER TAC 4 OWNER 02/05/01 PER PLAN COMM. 02/2G/01PER SPEC. STUDY 03/13/01 1 r1-4 E / E E E-1 w T T T 30' DU SE LOT 6 1.46 AC ZONING B-3 r ------- I I I I 30'1 Ju UU&bt CONTRACTOR SHALL CORE DRILL AND CONNECT SANITARY WASP. PA T. C.=776.00 INV.(51=768.00 INV.04 4 5W)=768.55 (DY OTHERS) 0 In 0 W N n DELAWARE COMMONS N AT HAZEL DELL SUMMIT INSTR.111199909957250 ZONING S-1 a 0 0 0 a 8 0 J a L LOT 158 LOT 157 PLUM CREEK NORTH SECTION 4 - INST. #9714420, P.C. 1, P. 770 ZONING S-1 LOT 156 _W Z J a O E LO E E E E--E- E W -_E E E- -- E -- - - - - - - R/W LINE T T T T T T T T �T T cl PROP05E0 BURIED T.G.=772.00 ELECTRIC CONDUIT (BY OTHERS) INV.00=764.54 (DY OTHERS) b T -T A 71UT 11VT T UA1? VW AV Structure Structure Two Costing Two Lenoth pim I Size Type TOR Devotions I Wstrwn DolmatreomM Grade Connect to Remarks Structure 1 Type J Inlet R -3455-C 82 12 RCP 772.20 768.70 768.44 0.32 2 - 2 Manhole Type C R-1772 48 12 RCP 773.54 768.34 768.19 0.32 3 - 3 Manhole Type R-3472 99 15 RCP 772.50 767.94 767.66 0.28 4 - 4 -C. Manhole Type C R-3472 1 49 15 RCP 772.50 767.56 767.37 0.40 EX. STIR. - LOT 155 CURB INLET TC= 769.86 a 15" RCP S INV=765 6 12" RCP (W)INV-76 .t IN2000.0638 E J I PER OWNER 04/19/01 _ �o -T T T W .j 0' 30' 60' SCALE: 1"=30' LOT 154 LOT 153 LOT 152 LOT 151 EXISTING LEGEND W WATER LINE G GAS LINE OHE OVER HEAD ELECTRIC LINE MANHOLE E BURIED ELECTRIC LINE TC=766.17 E T 12" RCP ((W) INV=760.77 CURB INLET CON JOINT TRENCH ELECTRIC &TELEPHONE 15" RCP (N)INV=760.52 TC=765.75 AF - - T - - TELEPHONE LINE 15" RCP (S INV=760.52 12" RCP E INV=761.20 - 12" RCP(W)INV-76 1.45 FIRE HYDRANT EXISTING 20' WATERLINE EASEMENT EASEM�Nfi�(END SECTION INS . NO. 9542327) H WATER VALVE / // INV. - 758.72 _ -L PROPOSED LEGEND foT TrjslT TG' T T T TJ �"'-T T R/WLINE G GAS LINE ,y� JSP BT BURIED TELEPHONE BEC BURIED ELECTRIC 8"W WATER LINE GENERAL UTILITY NOTES N 00'20'43" E - 1376.66' `� - �P 1. ALL WORK To CONFORM TO STATE AND LOCAL REGULATIONS. c�`��-- ��e �o� ,�� _ _ _ _ 2. EARTH DISTURBING ACTIVITY SHALL NOT PROCEED UNTIL ER051ON CONTROL = MEASURES HAVE OEEN INSTALLED. TREE TO bE REMOVED OR URB INLET PROP05E 8" WATER ((I Dedication !. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND HORIZONTAL) PROPOSED GAS SERVICE RELOCATED by OTHERS. TC -765.66 LINE (bY THEM IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL bE �(bY OTHERS) OF 5) 12 -RCP (E)INV=761.56 RE5PON51bLE FOR ALL FIELD DIMENSION'S. IF ANY DISCREPANCIES ARE FOUND _ IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR E TEED RENIVOR - SHALL NOTIFY THE ENGINEER IMMEDIATELY. Dedication of LOndscme and -nage Easement #120 RELOCAIED-BYTHERS: tttfi- 05 E ASP. PATH (INSTR. / x809606591 OF 4) FIpER OPTIC RVICE 4 THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN 129.48' ---MTOTH = - = 00 EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS by UTILITY CONTRACTOR'S AND/OR UTILITY .� R E� _ _ _ - - _ COMPANIES 50 A5 NOT TO CAUSE DAMAGE. GG OT BT BT B S. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS WORE GPS�PJCAP FOR FUTURE CONSTRUCTION 15 TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE. ALL VERIFICATIONS Qocotion, size and depth ) SHALL bE MADE by THE P� b CONNECTION AT APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING 15 AROUND OR OVER au h �� PROPERTY LINE W 8"W EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY 50 A REPRESENTATIVE OF THAT UTILITY COMPANY CAN bE PRESENT TO 6� INSTRUCT AND ODSERVE DURING CONSTRUCTION. SAN. MANHOLE TC=766.57 PROP05ED POND T / TC PVC �N�INNV=747.206TRENCHES FOR ALL BURIED UTILITY LINES SHALL bE bACKFILLEO COMPLETELY CONTROL 5TRU RE %Y 12" PVC SV=747.20 WITH SELECT GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT. 12"PVC N)INV=747.24/ T. ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM ��' ��• TO LOCAL STANDARDS. I0. 0096. TALL / S. INVERTS AT PIPE OUTLETS ARE GIVING AT END OF PIPE END SECTION. ON5) a 9 ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM 0 HAMILTON COUNTY STANDARDS. 10. CONTRACTOR SHALL INSTALL A FIRE DEPARTMENT LOCK bOX ON THE BUILDING AT A LOCATION SPECIFIED by THE CITY OF CARMEL FIRE 1.��'��C►� DEPARTMENT. TH15 bOX SHALL CONTAIN A MASTER KEY THAT THE x'��"�o�` TENANT 5PACE5 ARE KEYED FROM 50 THAT THE FIRE DEPARTMENT / �IT-111� / WILL HAVE ACCE55 TO ALL AREAS OF THE BUILDING. CONTRACTOR � g,��Q oo ��, � • . r SHALL CONTACT THE CITY OF CARMEL FIRE DEPARTMENT TO ODTAIN QROg��O �� /: • / THE FIRE DEPARTMENT LOCK bOX. �sL / �A / Q �I 9. MINIMUM COVER ON WATER PIPING SHALL bE 48 INCHES. �- SUBJECT TRACT --� PLUM CREEK PARTNERS, LLC INSTR. # 99-57375 GROSS - 14.738 AC.t NET MINUS R/W - 12.266 AC.t ZONING B-3 �� o �o 19t J PROPOSED ROAD OY OTHERS) CAUTION !! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks mode upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1-800-382-5544 CALL TOLL FREE - INDIANA UNDERGROUND - Z N a IW .�. Z Z a a 2 oW V� N W ZC4 000 C9 W Z O a V Z a Z t i, 7 ' Q o0O c Vlvo" Z0 fx c r^ mrE j�; r PLUM CREEK NORTH SECTION 4 - INST. #9714420, P.C. 1, P. 770 • ZONING S-1 A 1 r j r 1 l l I I ' LOT 158 LOT 157 LOT 156 LOT 155 LOT 154 I LOT 153 LOT r 1 1 0' 30' 60' - SCALE: 1"=30' 152 LOT 151 -''EXISTINGSTING LEG�I Q ,--'r x13 SPOT ELEVATION CONTOUR F�1 i !j -II-II- -w- - WATER LINE ------------------ ------------------------------ --------------------------_----- Uj Z _T- - BURIED TELEPHONE LINES J 1 1 MANHOLE .'' �► ° , ' - ' - - E - - - BURIED ELECTRIC v 1 I 1 12" RCP iS 1Y71� INV=760.77 "-"'o " 'o' CURB INLET CON o• h o,' 0 , Q 1 I �' TC=765.75 �\ m - 1 - I - - - - 15" RCP N)INV=760.52 ,� AS 0• i i )) " OW LIN---------------- ------W------ ------------- ------------- ---------- 15"RCP INV_760.52 - �' 12'RCP�'INV_761.45� E L E __ _ _ ----------------------------------------------- - - - - - - - - -- -----'t - - L------- ---- I -----��-_--------------------------------------------------------- ----------------- _- CURB INLET �j I I �, - - - - - - - - - - - - - WATER VALVE - -- ♦ o -759 86-------------------------------------�____�\ I __EXIS )NA7E@L NF a� ucwt __ _ �'____________ _ __ W TE VE // I1 I I \\ ♦ 15" RCP S INV=765 EASEM�S7. NO. 954 327) - - -----------END SECTION------------------------------------------ -Ear-.-Er._.-E_ \�=.•;E ♦ (W) 99 �� I \ Z7 WATER HYDRANT _ \ - - 12" RCP INV=76 F, INV. = 758.72 E f _ - ♦,------ -E- E- - -E- -E -E -E �� / e� w -_ _-_ rr_ _'- -\*c- _�`. -_€. _- =�- = = = = = _ = _ _ - _ =�a- _ _ - - - -E -w = E_ :��- �. - _•E_� o� \�P / e�� I (_ POWER POLE -� .'y /r \`;�"�, \``� ��01'. ---------------- -------------------------- ----- R/W LINE - 11- r `�� 6h --c- _ --- f----------*o`�---------------�=� .�L_--I------- ---- -- - ------ - !-------- - --- - TELEPHONE PEDESTRAL - -T- - -T- -T- i.--�t� ra-T- - -T- - -T 5- T- - -T- �- - -T- - --T-�-•- �.-T- -T- - -T- - -T- - T- T- - S'- - -T- - -T- -�� T- - - ---- /f -.-.-T- T - -T ��.�. �� ro ro R/WLINE - T- - - „�4_'S /I �ti - r�- / �� J� \ woe' . v - T= - -__- �-3 >=- �- LEPHONE POLE ti - - O f \`\� " �� S\ - �_---- _ / _ r 10� 6�0 - - _ ro O _ _ _ =C -y _ _ _ y0 J .\ L SIGN PROP05E0 8 WATER+e - h------�_- - - -� - - _ _ _ - - ' - 66. - P -------J= s----------- ------ -- - 6 o LINE AND\DORE (DY OTHERS) \ . - �� - s = - -------------------------------------------- q ------ ---� - `� TREE �� `� \ \ \ `L '� ?e i \ \------------- �--------- __ _- \ o' a \ h 0 \ \ I ` ---- ---- ----- oh { PROPOSED LEGEND --� ------- -------------- - - --- - ---------------- I I I �----T T--- -"_-^- ----r----- -- r----- * `1� -L��_� ---_ ro�j•rL ro leen r \ h /• cj I I I II I ---- I PROP05ED CONTOURS \\ �� !DELL I I I I I TREE TO 6E REMOVES OR I ' r / I i / Z E L ID E L L I PA R K I AY \ 'u y / \ / �; \ / \ I RELOCATED DY OTHFR5. 1 .-- Top of cufll, TC 888.50 PROPOSED CURS ELEVATIONS I , II I I (TYP OF 3) I OOTToIs Cr culas DC $88.00 41" / N 00'20'43' E - 1376.66' h I I � � `� � 1 , 888.65 PROP05ED SPOT ELEVATIONS -- - �t J O I I Je\ t / r� 6 e �O 6 ------ _ 0 11 Jh' PTI h �b I 6� I h 6 h + V -I- G 1 h O \ _ r 1 1 ��! rL 6 / Je\ 0.�. / �``� I �``� I e / � o o / TREE TO DE REIY�gV€0 OR ____-_____ �-I- - - --- -J--- `� -- II 1 ��% �0 I �0 ��, �� 6��' �- --- - - = GENERAL GRADIN Z/--- 15 -------------�_---------- ----- - T - -_ G NOTES RELOCATED COY OTHERS. , / , , / . CURB INLE / -- -'----- II I Dedication of R.O.W.//128 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATION'S. R F 4 m y TC=770. i STR. 98098065791 ' � y,l W , ,' ,, / „ � �, TREE JA'bE REMOVED OR (� � I -- J 66 1.6 ' - 0 'G1 , h / row ' / - a / ! , �c� 12" RCP INV=765.57 / �o'0 0o'D ,� II I y �` ^�. \ / ^�� / \ / ��6. \ , �� /\ �� 6 o `� , o , 6 1° CATEO BY OTHERS ��6 10 k"6 2. SITE GRADING SHALL PROCEED UNTIL EROSION CONTROL MEASURES -- -- ---- --__- ---� _-_ Y- 1-------_ --- --- --- --- ��------ '� --X66------ �6 f('iYP OF 4)-------��6h-- h I�by6b^) , --_1 ----- -a--- ------------ _ -- -- ---_. ___ - -- -- - - ---- _ _ -- _____ _ �h 16 HAVE BEEN INSTALLED. _ -_ �-- ----- -- ---- -----� ---- - - - --- -_-+ _--------- - _______--------- ---------- --- - '-.t ,� ♦- - - - -Te \ -,t`k- -1- - - --�'k �ROP6 �T6RM-0�- - -� - - -- 74, . - _ ti oo 3. THE CONTRACTOR SHALL VERIFY ALL DIMEN51ON5 (VERTICAL AND HORIZONTAL ��+� / �� / +� , +� - ��` \ a ` - 1 Dedication of Landsco a or-'�- - -m- - - - - �`°� - - - _ `a-- L --- - - - _ -Lor __ - _ IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SMALL DE ` .' �� / - /+ V 8' ASP VATH + ,, SEWER E OUTLET+ P `> *� '> - 8' ASP. PATH - �o/ - o - __ ,i - .� \ - L �� Droinogs osement /12b / ` « - - _ - - - - - - - -€R - - - - - - - - - /- - - - _ _ 6`Ooy CO _ �`� RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND W - �\� 8 \ - - /- 8"W $"W� �� a" ��' 8"W ' T - - - - - �� - - �- _ oe�� z,1' - - - - - � �',r/�- 00 IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS 711E CONTRACTOR _ / 4 Y32' ^ _8"W- 1' 9.48' _ --- _!- 1'T�I - --- ---- ---- -- G r�- 2 s �� A4 9T--�r=- •• ..� �1-�n�`�- --- - ---- - " • / +� �h� va� + HAIL NOTIFY THE ENGINEER IMMEDIATELY. l� _ _ _ -- _ - - 5 F E E R y I' oo \ PR 09E 5TORMI _ �� _ ZTS T �� G / f----- /+ ,-t--- - - -_ j ----- k ) 1 7751 - ,,1 -ABT Tc=7ss.ss - BT " ' BT �, �'' "' B 4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN ��• I ,-_ ��o_ - SEWER R T11ER>b!) 7 1 �� ' o-� , - TW 773 25 °� Pte\ ` / �� ` J �2 - / ,/, . ExtavATlnG IN AND ARouno EXISTING UTILITY LINES AND EQUIPMENT. < + , C 7T 770 60 J° K� \ PQ J y p /, /i , 0 / /i , + 1 + 1 - o �' ` / 6 h / / ,',' ,' ,' h6' o ' // // /.:: VERIFY COVER REQUIREMENTS DY UTILITY CONTRACTOR 5 ANO OR UTILITY •I•, - REQ D SITE 4 771 , DW 772. �.- � � ' �% / ti f ,' , �- - / / _ _ _ _ �• - -,� - ,� _ - LINE �TYP - - - / - - ' 77 '� JOPe\ =cam �(�� ♦�6� - ' sok / 06q��i'/ COMPANIES 50 AS NOT TO CAUSE DAMAGE. 30' DU&SE �--- - I 7 r ----r--- - ---- h =� - ------ '-yf/--.-- ---- BrrW - -- 5. THE CONTRACTOR 5HALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE ,' 2 - CONSTRUCTION 15 TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON 1 , / 4 ID7 49 + - ROP05ED POND OUTLET , �� /'/�'/ !'/' / _ / / SAN. MANHOLE SITE. ALL VERIFICATIONS Oocetton, �Ize and depfh) SHALL BE MADE BY THE I / 1 - - , ; '; y / APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING 15 AROUND OR OVER � 4 1 '�, � 3.1 , � 0 6h• I ,/ AK �' ,y�, CONTROL STRUCTURE � � �/ h / �,/ / :: � . f Tc=7ss.s7 - / p , j / / 12• PVC N)INV=,747.20 /� EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY I I m �Y OTHERS) ' /' / ) C 7 ' / 1 C 7 '' I ' 73• N47.20 ARELEv=,If07,[�� 1�"' ebb , ;' '/ '/ / /'' '' '/' ' . .' iz" vvc N I INV7747.24 / SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO / 'NO/6' BW / 70.tQ0 �� /� mY oTr1ER) / / ' ,' / /� �� / //�. • �� I I �� ' ,/ 4.6 7 3 ; STR. / 5 ko/4 / /^6�,. / 6 r_ .�,�,'� / / �h,';-PROP05ED,S�ORM / INSTRUCT AND OBSERVE DURING CONSTRUCTION. so' BSL - 0 I h' _ _ _ _ _ TOR: 2.50 0 SL T • T 50 - C _ / + �` _ _ _ '- 5TR o. 2 / - - - T 7 -7- - -`! -- - _ _ -T,yy' ;1 �. �� -SEWER OY OTHERS) - - ROOFROLL WITH A MEDIUM WEIGHT --I . - b. AFTER STRIPPING TOP501L MATERIAL P I L -T~ -�- r--� / �- 1 � 773.25�, -'� 77 ' 4 I TOR: 73.54 + /_ _ 2 - - �� - _ h� B 766 73 ' -- ' / / //'r/' ' ,' �''/ ' �' I / �\ ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE r ,' ,' / .'�/�/ � : • ' � • / � MATERIAL. THE NECESSITY FOR SUBORAInS AND/OR REMOVAL OF ANY N 2 1 + cp W64j1 O'� ( ,/ro1� �f /,/, ,t T ,/ �i ,/ / i :� \ ,� / UNSUITABLE MATERIAL WITHIN THE PROP05ED PARKING AREAS WILL BE - ® 1 1 /\ 1 66 A, DETERMINED I- / °;�i'�j�•,',// DETERMINED AT THE TIME OF CONSTRUCTION. I \ I 1 1 - � I f 1 \ I , I � � � +1 i / / I I I _ '\'�/ �i / i 9�' / o� i' i' /' ' / y / • • I t P� �.1 \y / 7T �1G P�� 7. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER � � 9 / \ _ INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY. I r / I OOQ"BIRD BATH" CONDITIONS. ----- � I �J'�; �� ' yea 8. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL �o / 16 / / / ie�? / \ I 6 eP �. GRADE ELEVATIONS. 1 ( +� I ( I ►. , , / ,� TW/ 773• , , / / p ; �'.' �' / /'i / I / 9. SEE APPROPRIATE DETAILS TO DETERMINE 5UbGRADE ELEVATIONS BELOW �.� FINISH GRADE ELEVATIONS INDICATED. I I ? m) ' ,,. / �/�c0 .� , / -tK _-'I o ci L_ _ 1 / / �( �6 'C'R//f , ,/ �- �, ��i �p PI 10. INVERTS AT PIPE OUTLETS ARE GIVING AT END OF PIPE ENO SECTION. LOT 6 0 - L_ of , 1 1 , 1 / / i LOT 5 i vJ k, i • p. , I / (v�OQ`(,� / 1`� + / Qi/, / �' ,j, \ J .46 AC I I I 1 1 1 / 1.8 AC i Q Q •k1 ' �y,7/ // , M I \ ' I 1 i l `t O / V. // / n•I• !U i/�'J / 11. DEBRIS GUARD TO BE INSTALLED AT ALS OPEN ENDED INLETS. ZONING B-3' ; I 1 1 1 1 STR n . 1 / / %ZONING B-3 +•�� /, �� 0P� P�' i' �i ' .cry / ;,� ,' ,/;'�-�_- J1 ;� ��' /� I y'° � / r OR 7 2.2Q �r �F .�c. , ,�,/ / /' ro oh / ,/ ,'; / / / 12. DUE TO 51TE CONSTRAINTS, THE 51TE MAY OR MAY NOT BALANCE. THE /+IT CONTRACTOR 15 RESPONSIBLE FOR ALL EARTHWORK IMPORT OR EXPORTS. 1 PROPOSE OFFICE WILDING / �XF 5 220 gF� / �,Q pa 11 / / / �/ / ✓: �1,�s I , , m 1 I , , / ,\ 1 G:. • / 13. BE SEEDED AFTER FINISH -------------------� ; ' l i 1 / /'FFE= 775.5 �,�'��Q�� I I '' ,' '/ R�!� _ i �� ./ l: �� '1 I I m� '- GRADING UNLESS OTHERW�9E NOTED. ALL NEW SEEDED ----------------------------------------- I 1 1 , , / , 1 _� OF . /i / /,/ • ' « I AREAS SHALL HAVE A MINIMUM OF 4 OF TOP SOIL. i i DITCH I / /,/ //'� ° �q`}'r,, /' j'/ � ( / / �, �N�?_ �� / .� / / , / I 14. CONTOURS SHOWN ARE FOR FINAL GRADES ONLY. TEMPORARY PR 05E6 SANITARY /,/ . } �6,�� /, CONSTRUCTION WAS NOT CONTOURED. MAI #MANHOLES �Y/ ; / / , ONIPEN' jl R 441 GE / / / / '/ / - - - - - - - - - - - - � - - -1- - `, OTHERS? /� / AREA, 15. IF POND NO. 2 15 NOT CONSTRUCTED AT THE TIME WHEN I r,l r•' J l r 3. 3.00 cP 6°� / ,/ �. / - �1 �.' �. PROJECT WORK COMMENCES, CONTRACTOR SHALL DESIGN ---t-1�- BSL --/ -�_�-� '-NEi - / - ' ' �� 0,'1� ii �/ / rah 0 / I i INSTALL A SEDIMENT BASIN •POND N0. 2 LOCATION. r + 73 + .00 ✓ , ,/ . /z" / - �/ / `` / • • - • �`' 1i s1 01 ,i� . / Cy , / , 770 769 , / / °, /•// / /lpd / i �/ /� �QO��•��Q.6 � I PROPOSED STORM ,'T - - -, // /, '� 6 P '� - ,� NOTE: , MISC. E LIj E ALOy PkO)tRTY�WE , �i ,� / \ i / / / // /� . ' / 1 ��O � 0 WER ATH ') / FLOODWAY AND FLOOD FRINGE LIMITS SHOWN ARE A5 DETERMINED by THE \ - s oo,'':0'4 5 / r �� %y/ X65 1 I SCHNEIDER CORPORATION. THE RASE FLOOD ELEVATION HAS BEEN DETERMINED 1 ' �''ti �/ TO BE 765.10. APPROVAL OF SAID LIMITS AND BASE FLOOD ELEVATION 15 ----- _ / / + ---- ' /\ REBJ►R, _ �" I,' /••• i ------__ - /' /// /' �. / PENDING WITH THE DEPARTMENT OF NATURAL RESOURCES. ' ,'- c ' WASP. PATH - - - - - - - - - - - - - ~ r / -// '' '/ L�1�'' / / 61• /,' ��/ %�y0°' ' 1 / i , ,' / // • ' �h� / / /,' -' / loo, C - _- - - - _ - _ _ _ - ' /� '- 4'�� ,' l / ; /'�;/l /'',• ► ll ` ,-'fro ' ,'' I PROP05ED-40AD \( * '' �r°ro I O� ---' ti` /(by OTHoS) »A+ , irk _- \�� /,' // / 1 161D r�,', - - _ _ _ • • 2 0.00/ SAN. MA HOLE ;, 1 Il \ / __ ----__ J ' / /, � T TC- 765 12"P (E))INV-748.45 lilt/ :ll' ,/ �-----�--�- �A---1--L- 8' PVC S)INV=748.80 12" (W)tNV=748.51 1' It Ab EXISTING I i i , �' : �- / +-P 643 ,,' ,- � � _ ,-------- °, / , / / VEGETATION PROPOSEd ';,ATH . mY OTHER CAUTION I I 510� 1 : % lI •• /' - - /'' /,� THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES I t I it / % �� // PLUM CREEKCT TRACT PARTNERS„LLC - + // /',��' SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND i I F�II�t�TR. 99-5737y5'EVIDENCE (includ'mg, but not limited to, manholes, inlets, :% ��/C�RROSS - 14.738 Ae.tvalves, and marks made upon the ground by others ) AND i ��/ _ NET/MINUS R/W - 12.21;6 AC.t ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ZONING B-3 DELAWARE COMMONS ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND tI '� I o° ' ' ' - '� ' �' ' �� A T HAZEL DELL SUMMIT ' EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID t t I t "� I + a ' INSTR. M 199909957250 EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY I ZONING S-1 THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. I i rl t I I _ _ _ _ / +1rO 1-8008-55 44 iII �• ; % AN j ♦ CALL TOLL FREE / - INDIANA UNDERGROUND LIN I 'll Ch All ILII A till \ / I /' / , /• ' -___\ �� / ' I / i w J 3 0 o m D W M 44 N N 0 n 0 w o a J U f- 0 a. L T.B.M. U.S.G.S. DISC IN CONCRETE POST 54' WEST OF CENTERLINE OF RIVER AVENUE AND 18' NORTH OF THE CENTERLINE OF 131st STREET STAMPED 95 -RHP 1951. ELEV.- 751.46 (NGVD 1929) T.B.M. 1 CUT "©SET NORTH RIM OF HARRISON MONUMENT O 126th STREET AND RIVER AVE. (S.E. CORNER S.E.1/4 SEC. 27-18-4) ELEV.- 747.05 T.B.M. 2 5/8" REBAR WITH RED CAP AT DELAWARE COMMONS SUBDIVISION CONTROL POINT 111 1005 ELEV.- 779.91 T.B.M. 3 BRONZE DISK ON TOP OF SOUTHWEST CORNER BRIDGE WALL OVER MITCHENER DITCH ON HAZEL DELL RD. STAMPED 'HAMILTON COUNTY GEODETIC CONTROL" 2.5 FEET ABOVE SIDEWALK. ELEV.- 769.39 NOTE: T.B.M. 3 ELEVATION WAS BASED FROM ADJOINING SUBDIVISION AND DOES NOT REFLECT H.C. PUBLISHED DATA. Z N a W o z Z a a 2 F - Q W (a) Cr. W� ZN 0 c M Co W w Z Mn O °a V z a 2 CER Z a J a O Z 6 U a a W W �.p LULL. w Oa .Z' a� ZM OVOO J LL o v a DATE: 12/22/00 DRAWN BY: PED CHK'D BY: GRD .LOB NO. IN2000.0638 REVISIONS R TAC COMMENTS 02/05/01 PER PLAN COMM. 02/26/01 PER CITY 04/12/01 I PER ACE 04/19/01 SHEET NO. C3A 7OF13 r PLUM CREEK NORTH SECTION 4 - INST. x/9714420, P.C. 1, P. 770 w I I ZONING S-1 ' A I I I I I I I LOT 158 LOT 157 LOT 156 LOT 155 LOT 154 I LOT 153 LOT 152 ; = LOT 151 I w l yffI � p O 9 I ZJ --- �.-------- 11 ,."o -\ --------- /- MANHOLE �O� �� I U I , TC -766.1 Q IRCP �' CURB INLET / CAF t----------------- ----- m ------------------- ------------ I ; 12�RCP(W)INVINV=760:77 ��.' TC=765.75 1 _ 15" RCP (15 RCP(S))INV=760.52 -' - _ -- -�- CP (E)INV-761.20 -tL�-------Iti--------It- ---1=- CURB INLET - - - - - - - -1 -- - i ------f - ----------------------------------------------------------------=------------------------------------------------------------------- - - - - - - - - - - - - - - - - - -- - --- - -- -- - --- - - - - - - - - - - - - - - - - - - - IL---�I 11 _ i � 12 RCP (W)INV-761.45 /� I I I I . _ . - 1 % o--TC=-7b�TB6------------------------------------� - \ I ��EASI S ' IMAIFBIINc c►sEucwr _ _ E?S2- - ' - E -1 r - - E fi . E E u7 15" RCP S INv=765 6 \ / END SECTION ------------ ----------------------------- W-L 4 • - -_-I G - W=- - -� - �- E --W- �-.E_ . - . - _ - E - - - - - - E - - - E - 12" RCP w IN V= 76 \ ( Q� T I TR N0. 9542327) -E- -E- -E- -E- I INV. = 758.72 r l �?M 1 ------ ------ ------------ R/W LINE Q - - - Tr - - T- - - T- - - T-�1\.+�-T- �4 T- - - T- - - T h- - T- - - T- ��- - - - T- - - 1 - T-�- - - Q �- 6 -�o -- -----s1�--- 1`°-� �. 7L'' . - R/W LIN %�- . T- - T- - - T- - - T- - T- T- - T- - - 1b ry \ ----- --------------5== - ,_�_ _ 60 pp _ _ p PROPOS4E0 $" WATER \� \ � .��, � - h � �---�-_-_�--�--�,.-- - - � _ - ._ - - - _ _ _ _ _ _-� - -c3� _ m �°y. .� �• °ti ti° LINE AND. BORE (BY OTHER!!) ------------- -- ------ ------------------------ ------------- -------------- __---------- - --• z: z -611 ro -,----------------- d s---�---,------ � ---------,--- � 2------ --,------ _-- ----- -_�s__ t-- --------., _--- �- ` I i i y I I I TREE TO BE REMOVEP ORCo ► ZEL ;DELL �PARKVAY I b, TREE TED BY OTM RS.�� ------ �-�- / / I RELOCATED -�-_- -� II I I (TYP OF 5) I N 00'20'43' E-- 1376.66' 'I 30' DU&SE \ \ 1 40 !LOT 6 J.46 AC ZONING B-3 \ \ i r \ 1 -- +----------- 46' BSL ----------46BSL- i i / 1 i ' +� WASP. PATH - -. -- -- - -- -- -- -- - - -- -- - - --- -- SILT AND TREE PROTECTION - L TREE PROTECTION REQUIRED 1. INSTALL TREE PROTECTION FENCING AS FAR OUT ON THE CROWN A5 POSSIBLE To KEEP EQUIPMENT OFF OF THE ROOTING AREA. 2. IF A FENCE CANNOT BE CONSTRUCTED, CUSHION THE ROOTING AREA WITH G -IN OF WOOD CHIPS, WOOD OR BRICK PATHS. 5. CREATE TRAFFIC PATTERNS SUCH A5 TO KEEP 501L COMPACTION TO A MINIMUM. 4• STORE 5UPPLIE5 4 EQUIPMENT AWAY FROM TREE AREAS, 5. DESIGNATE 51TE5 WELL AWAY FROM TREES FOR ANY EQUIPMENT WASHING ACTIVITIES OR CLEANING. Co. TREE PROTECTION FENCE SHALL CON515T OF SNOW FENCE OR ORANGE CONSTRUCTION FENCE ADEQUATELY BRACED AND SUPPORTED 50 FENCE DOES NOT FALL OVER, SNOW FENCE, IF USED, SHALL BE PROVIDED WITH YELLOW CAUTION TAPE (WARNING TAPE)AT THE TOP OF THE SLATS FOR VISIBILITY. WHERE CONSTRUCTION ACTIVITY 15 IN THE IMMEDIATE VICINITY OF EX15TING TREES, WRAP SNOW FENCE AROUND THE TRUNK. 7. PRUNE ANY LOW BRANCHES THAT MAY BE BROKEN OFF BY EQUIPMENT 8. IN THE EVENT THAT A TREE 15 DAMAGED: A. PROPERLY PRUNE ALL DAMAGED LIMBS. DO NOT LEAVE ANY STUBS. B. AERATE SOIL WHERE COMPACTION HAS BEEN EXCESSIVE. C. REPAIR WOUNDS BY REMOVING DAMAGED BARK AND WOOD T155UE (DO NOT USE TREE PAINT). D. FERTILIZE To IMPROVE TREE GROWTH AND APPEARANCE. E. CABLE AND BRACE ANY TRUNK SPLITS, WEAK FORKS, AND LARGE LIMBS. F. WATER DURING DRY PERIODS To HELP OFFSET SOIL COMPACTION AND ROOT DAMAGE. rr edicoIIon of R.O.W./128 TR. N 9809806591 77 i _ _ - ROPOSED POND OUTLET ' �'.'% 6 /% ,�'i , ; / AK # _ -/ y° CONTROL STRUCTURE /,�'�/ /SAN, MANHOLE TC=766.57 I /6 NORMAL POOL ELEV- 00 � (BY OTHER,) , i i' �� ,r / O / / 'j ,' / 12" PVC NINV=-747.20 I �. 1oQ YEAR ELEV-65.25 1� ' / / i / / /.' / / e 12" PVC S It�V=747.20 '\`9 !BY OTHER') 0 / �� ' ,' ,'/ ,��' p0 /'///, ' , ° 12" PVC €N� NV=747.24 / '?° /` �� _ foo PROPOSED StORM / s ----- -,- - .�/ -- - - _ _ _ / � A - ��- -SEWER a!'I�OTHERS) ys- -�- / 1 X6 001 X65 '000p +00, 000ll /'o / ,,�-10�� .// I / / '�' /,' /,'! _ /�' '00p> U11CoQ°to N / I �Olb* Oh '/_J�i / I / 'LA, / �°`. rid _ F"i , �/ / • . ,Ira s+ t000' / 100, KDEN,9�CZORi� lAGE = `�% / ; / �/ + / / 00 Y - A - 66w / I PROPOSED STORM NOQ`00 �� / I _ _ LEwEr�(BY oTriat9�- �'/ , /PRbPOOAD �6------- %Y OTSE5) , ' 2 0.00'/ i---T--fL-_--_A---L- 1- 1 / _ - + ^`Oro ' SIJEJECT TRACT PLUM CREEK PARTNERS„L'LC ' l INSTR. # 99-5737y-/ f; Q�RROSS - 14.738 Ae.f NET.KdINUS R/W - 12.A6 AC.f A ' I ��° ZONING B/ 3 ��' / / 4 , ///' / //i / h // // / CAUTION H THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including. but not limited to, manholes, inlets, valves, and marks mode upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1-800-382-5544 CALL TOLL FREE - INDIANA UNDERGROUND - 0' 30' 60' SCALE: 1"=30' EXISTING LEGEND xI-S5. t2 SPOT ELEVATION ----780----- CONTOUR - -w- - WATER LINE - - -T- - BURIED TELEPHONE LINES - - - E - - - BURIED ELECTRIC FLOW LINE -►♦ WATER VALVE WATER HYDRANT POWER POLE 0 TELEPHONE PEDESTRAL -+0- TELEPHONE POLE -v SIGN TREE PROP05ED X889 LEGEND PROP05ED CONTOURS TOP of cuRe WTTOM OF cuRe TC 888.50 DC 888.00 PROP05ED CURB ELEVATIONS 888.65 PROP05ED SPOT ELEVATIONS ■ 9F ■ SILT FENCE ■ IIIIKTF ■ TREE PROTECTION FENCE 0 SF TF 0 SILT FENCE AND TREE PROTECTION FENCE SAND BAGS PERMANENT SEEDING AND ER05ION CONTROL BLANKET IF SLOPE 15 3:1 OR GREATER LANDSCAPE AREA. NO PERMANENT SEEDING REQUIRED. REFER TO SHEET C5.1 ER05ION CONTROL NOTES 1. LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION, 2. CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT APPLY. 5. TH15 PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR SHALL TAKE ALL NECE55ARY PRECAUTIONS TO PREVENT 501L SEDIMENT FROM LEAVING THE 51TE. 4. ADDITIONAL ER05ION AND SEDIMENT CONTROL MEA5URE5 WILL BE INSTALLED IF DEEMED NECE55ARY BY ON 51TE INSPECTION. 5. SEDIMENT LADEN WATER SMALL BE DETAINED BY ER05ION CONTROL PRACTICES A5 NEEDED TO MINIMIZE SEDIMENTATION IN THE RECEIVING STREAM. NO STORM WATER SHALL BE D15CHARGED FROM THE 51TE IN A MANNER THAT CAUSES EROSION AT THE POINT OF DISCHARGE. G. WASTES AND UNUSED BUILDING MATERIALS SHALL NOT BE ALLOWED To BE CARRIED FROM THE 51TE BY STORM WATER RUNOFF. PROPER D15PO5AL OF ALL WA5TE5 AND UNUSED BUILDING MATERIALS 15 REQUIRED. 7. SEDIMENT BEING TRACKED ONTO PUBLIC OR PRIVATE ROADWAYS SHALL BE MINIMIZED. CLEARING OF ACCUM- ULATED SEDIMENT SHALL NOT INCLUDE FLUSHING WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE 51TE FOR DISPOSAL. S. SOIL WHICH HAS ACCUMULATED NEXT TO ER05ION CONTROL DEVICES SHALL BE COLLECTED AND RE -DISTRIBUTED ON 51TE AFTER EACH RAINFALL EVENT, AND AT LEAST ONCE A WEEK. 9. IF INSTALLATION OF STORM DRAINAGE 5Y5TEM'SHOULD BE INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER FABRIC. 10. ALL EXISTING STRUCTURES, FENCING, TREES AND ETC. WITHIN CONSTRUCTION AREA SHALL BE REMOVED AND D15PORD OF OFF SITE. BURNING 15 NOT ALLOWED ON SITE. 11. SCHEDULE OF EARTHWORK ACTIVITIES: a. THE DURATION OF TIME WHICH AN AREA REMAINS EXP05ED SHALL BE KEPT TO A PRACTICAL MINIMUM, THE AREA SHALL BE STABILIZED AS SOON AS POSSIBLE. TEMPORARY VEGETATION OR MULCHING 5HALL BE USED TO PROTECT EXP05ED AREAS IF PERMANENT VEGETATION CANNOT BE SEEDED WITHIN 14 DAYS OR ACTIVITY CEA5E5 FOR MORE THAN 21 DAYS OR A5 DIRECTED BY THE ENGINEER. b. TOP501L REPLACEMENT SHALL TAKE PLACE FROM MARCH I TO OCTOBER 51. STOCKPILE TOP501L AT ALL OTHER TIMES OF THE YEAR. PERMANENT AND FINAL VEGETATION AND STRUCTURAL ER05ION CONTROL DEVICES SHALL BE INSTALLED WITHIN SEVEN (7) DAYS AFTER FINAL GRADING OR AS SOON AS P05516LE. 12. ER05ION CONTROL MEASURE FOR ITEMS SHOWN "BY OTHERS" SMALL BE INSTALLED 4 MAINTAINED BY THAT CONTRACTOR. 15. A MINIMUM OF 4" TOP501L SHALL BE PLACED ON ALL AREAS SHOWN TO BE PERMANENTLY SEEDED. USE SUITABLE TOP501L FORM STOCKPILED 51TE STRIPPING. TOP501L SHALL BE FREE FROM 5U55OIL, VEGETATION, WEEDS OR JNY EXTRANEOUS OR DELETERIOUS MATERIALS LARGER THAN 1'. REMOVE ANY UNSUITABLE AND EXCE55 TOPSOIL, AS DETERMINED BY SOILS ENGINEER, FROM THE SITE, FURN15H ANY ADDITIONAL TOPSOIL NEEDED AT NO ADDITIONAL COST. 14, ALL DISTURBED LAWN AREAS SHALL BE PERMANENTLY SEEDED AS NOTED ON ER05ION CONTROL DETAIL SHEET. 15. IF POND No, 2 15 NOT CONSTRUCTED AT THE TIME WHEN PROJECT WORK COMMENCES, CONTRACTOR SHALL DE516N 4 INSTALL A SEDIMENT BANN • POND NO. 2 LOCATION, ■ S v� Y ' A e0 O c a V�ChN0 z Z0No� 9,AM o LLI Q - z z�>' Z o 04 zkA W 0 u vz�L V Z O W v V ZC O Go z Cf) V W .� Z v� W�go� � ii O � o'Q Q ��vw V z a 25 Z DU No. 19900146:, STATE OF 4Z `0 \�1- � / 11111 IE Y Z z� - a Z J _ a - J a mi W � O Va LL.W F- O N Z � 0 J Z Z� O 10 r ses>• - c O W .3 M U LU 0 or x a DATE: 12/22/00 DRAWN BY: PED CHK'D BY: GRD .106 NO. IN2000.0638 REVISIONSME PER TAC COMNT 02/05/01 PER CITY 04/12/01 SHEET NO. C3w2 8 OF 13 F_ L RESERVE[ PARKING *V GREEN - ILLUMINATING TAPE (LETTER5) BLUE - ILLUMINATING TAPE (5YMDOL BLOCK) WHITE - ILLUMINATING TAPE (6ACKGROUND) O GREEN - ILLUMINATING TAPE (ARROW) GREEN - ILLUMINATING TAPE (BORDER) HANDICAP PARKING 51GN DETAIL NOT TO 5CALE TRAFFIC 51GN, INCLUDING NO PARKING, HANDICAP PARKING, AND 5TOP 51GN5. HANDICAP LOCATION5 2- 51DEO WHERE 5TALL5 FACE EACH OTHER CHANNEL P05T (2#/FT) 8'-10" LONG. GALVANIZED 5TEEL, PRE -PAINTED. DOME TOP OF CONCRETE FOOTING 5EALANT AND BACKER ROD OVER 1" JOINT FILLER PAVEMENT 5URFACE CONCRETE FOOTING •Iin. Li e n 12" DIA. SIGN IN PARKING LOT OR DRIVE NOT TO 5CALE 3' TAPER PAVEMENT TOP OF G" CURD PAVEMENT ELEVATION CURD TRAN 51TION DETAIL NOT TO 5CALE 4" WHITE BORDER P. HANDICAP PARKING 5YM50L DETAIL NOT TO 5CALE DRAINAGE G" OPENING G„ K CURD G'-0" 3'-0" 5'-0"L I -oil G'-0" CUR 6" CURD IN GRAL CURD WALK G" CUR6 INTEGRAL CUR5 4 WALK CUR6 RAMP TYPE *11 D K _j CURB 4 WALK G'-0" 23'-0" GI -oil INTEGRAL PE 12:1 ( ax.) 5L0 E 12:1 (max. CURD WALK w SECTION K -K ( CURD RAMP, TYPE "K" ) 2- #5 RE-6AR G'-8" LONG 7'-0" 51- 9" TO PROTECT 6UILDING OR FENCE 2'-0" EDGE OF PAVEMENT ---"'PROVIDE #5 RE6AR5 1'-G" LONG IN 5/8"0 CA5T HOLE5 PRECA5T CONCRETE PARKING 6ARRIER NOT TO 5CALE 100' G" OR 8" 20' (TYP) TOP OF PAVEMENT TOP OF CURD VARIES W/TYPE TRANSVERSE EXPANSION JOINTS OF CUR6 TRANSVER5E CONTRACTION JOINTS BOTTOM OF CURD CUR6 JOINT DETAIL NOT TO 5CALE TACK COAT PRIME COAT I • • •..• ..• ... e .... •.. • •e.. . �• • ••ewe•• is•• ••ei •••ee•• • �� NO. 116 SURFACE NO. 9 61NDER NO. 53 5TONE NO. 2 5TONE —III—III—III—III—III-1 I I—III-1 I I=1 I I=1 11=1 G" COMPACTED I! WELL LIGHT DUTY ASPHALT DRAINED 5UDGRADE PAVEMENT SECTION NOT TO 5CALE ITQOLED CONTf�Ok JOINT ,,WIDE, MIN. /A DEPTH 4 CONC. 5LA5 W/ 6ROOM FIN15H G GxG W1.4xW1.4xW.W.F. 4 0 °ooh ° ° 00 ° o o 0 a 111-I I lEd I I I I I-11 •• ll. GRANULAR I III— I ' III l FILL -II •� o APPLY ANTI-5PALLING COMPOUND 1" RADIUS -TOOLED ROUND EDGE #4 REDAR (CONT.) TDP 4 BOTTOM COM51NED CURD d WALK DETAIL NOT TO 5CALE -/-PAVEMENT d 1 1 /2" R 61TUMINOU5 -f-- TOP501L PAVEMENT EXIST. - I= (_ A15ACKFILL GROUND N10096 COMPACTED WELL DRAINEDCOMPACTED5UDGRADEWELL-DRAINED8ra11 MONOLITHIC CUR6 DETAIL NOT TO 5CALE G" CONCRETE PAVEMENT GXG-W2.9XW2.9 W.W.F. ►'"�••. • •/-'rte• • •• i �. . ��. 6 �T' n--- ------------ - G" COMPACTED AGGREGATE DA5E CONCRETE PAVEMENT SECTION NOT TO 5CALE CONC. 5LA5 ON PREMOLDED FILLER GRANULAR 5A5_5 11211 1/ if cu 2 11 •I �..� •.08 �..• �el EXPAN51ON1 '/ 25'-0"O.C.. . 4" CONC. 5LA5 W/GXG XW1.4 X W1.4 W.W.M. OVER MIN. 4" COMPACTED GRANULAR FILL FINISHED GRADE _ (5EE 51TE PLAN FOR DIMEN51ON5) IIIf� 2" � s =1 V I I I COMPACTED AND WELL DRAINED 5UDGRADE 51DEWALK DETAIL NOT TO 5CALE 4" COMPACTED GRANULAR FILL --CUR6=-v==== ------ ===CURD== 12 1:' ____ Z �___ ___TAPER ------------------------- ---- -------- ra\1 FS CUR6 CURD G'-0" 23'-0" G' -O" CUR6 RAMP TYPE *11 D K _j CURB 4 WALK G'-0" 23'-0" GI -oil INTEGRAL PE 12:1 ( ax.) 5L0 E 12:1 (max. CURD WALK w SECTION K -K ( CURD RAMP, TYPE "K" ) 2- #5 RE-6AR G'-8" LONG 7'-0" 51- 9" TO PROTECT 6UILDING OR FENCE 2'-0" EDGE OF PAVEMENT ---"'PROVIDE #5 RE6AR5 1'-G" LONG IN 5/8"0 CA5T HOLE5 PRECA5T CONCRETE PARKING 6ARRIER NOT TO 5CALE 100' G" OR 8" 20' (TYP) TOP OF PAVEMENT TOP OF CURD VARIES W/TYPE TRANSVERSE EXPANSION JOINTS OF CUR6 TRANSVER5E CONTRACTION JOINTS BOTTOM OF CURD CUR6 JOINT DETAIL NOT TO 5CALE TACK COAT PRIME COAT I • • •..• ..• ... e .... •.. • •e.. . �• • ••ewe•• is•• ••ei •••ee•• • �� NO. 116 SURFACE NO. 9 61NDER NO. 53 5TONE NO. 2 5TONE —III—III—III—III—III-1 I I—III-1 I I=1 I I=1 11=1 G" COMPACTED I! WELL LIGHT DUTY ASPHALT DRAINED 5UDGRADE PAVEMENT SECTION NOT TO 5CALE ITQOLED CONTf�Ok JOINT ,,WIDE, MIN. /A DEPTH 4 CONC. 5LA5 W/ 6ROOM FIN15H G GxG W1.4xW1.4xW.W.F. 4 0 °ooh ° ° 00 ° o o 0 a 111-I I lEd I I I I I-11 •• ll. GRANULAR I III— I ' III l FILL -II •� o APPLY ANTI-5PALLING COMPOUND 1" RADIUS -TOOLED ROUND EDGE #4 REDAR (CONT.) TDP 4 BOTTOM COM51NED CURD d WALK DETAIL NOT TO 5CALE -/-PAVEMENT d 1 1 /2" R 61TUMINOU5 -f-- TOP501L PAVEMENT EXIST. - I= (_ A15ACKFILL GROUND N10096 COMPACTED WELL DRAINEDCOMPACTED5UDGRADEWELL-DRAINED8ra11 MONOLITHIC CUR6 DETAIL NOT TO 5CALE G" CONCRETE PAVEMENT GXG-W2.9XW2.9 W.W.F. ►'"�••. • •/-'rte• • •• i �. . ��. 6 �T' n--- ------------ - G" COMPACTED AGGREGATE DA5E CONCRETE PAVEMENT SECTION NOT TO 5CALE CONC. 5LA5 ON PREMOLDED FILLER GRANULAR 5A5_5 11211 1/ if cu 2 11 •I �..� •.08 �..• �el EXPAN51ON1 '/ 25'-0"O.C.. . 4" CONC. 5LA5 W/GXG XW1.4 X W1.4 W.W.M. OVER MIN. 4" COMPACTED GRANULAR FILL FINISHED GRADE _ (5EE 51TE PLAN FOR DIMEN51ON5) IIIf� 2" � s =1 V I I I COMPACTED AND WELL DRAINED 5UDGRADE 51DEWALK DETAIL NOT TO 5CALE 4" COMPACTED GRANULAR FILL \\�Il�illlliii,� DUN ., No. =� , 19900146: 0 '•. STATE OF (v \ G /''/� 1 1111 \ \ RTI fE Y Cn mmi a W Q W F- V� Va Z C CHK'D BY: FS J c Y a 7 • y A 0 Va�N0 z W V. �0Nc` LLN 0 0 W Z� Z 0 ��< Z U) cn a W LL zWa04 0 � a V CL z00 In ^ W 0W ��-�v �A cc VQ ZP,P y Z � o U W O ZN U 000 z M U W Z N a a �• .v a •vo O a z a IftZ \\�Il�illlliii,� DUN ., No. =� , 19900146: 0 '•. STATE OF (v \ G /''/� 1 1111 \ \ RTI fE Y Cn mmi a W Q W F- V� Va Z a CHK'D BY: FS J z W V W V. 0 LLN 0 I Z 0 Tm U) W LL w 2 0 � a V 'O. DATE: 12/22/00 DRAWN BY: PED CHK'D BY: GRD JOB NO. IN2000.0638 REVISIONS PER TAC 4 OWNER 02/05/01 PER PLAN COMM. 02/2G/01 SHEET NO. C4.1 9OF13 18" (MIN.) 5QUARE A PLUG SPECIFIED BY THE PIPE CONCRETE COLLAR MANUFACTURER SHALL BE U5ED TO ENSURE 100% TERTIGHTNE55. BEDDING MATERIAL ,.... ,.,/.:,,,.•'Sr:�i... 45° BEND 1/4D A PLAN *0 2" PIPE DRAIN FROM BOTTOM OF CURB TO INLET AGGREGATE TO BE PLACED AROUND INLET END OF PIPE 3" MIN. DIA. PIPE TO BE KEPT OPEN FOR DRAINAGE OF 5UBGRADE OR BA5E UNTIL 5URFACE 15 PLACED. GRANULAR BACKFILL REQUIRED NOTE CLA55 "A" BEDDING TO BE 27" f 51AALLER UTILIZED FOR ALL CLEANOUT IN5TALLATION5 ( 5EE DETAIL ) 30" TO GO" CLEANOUT DETAIL .` NOT TO 5CALE A PLAN *0 2" PIPE DRAIN FROM BOTTOM OF CURB TO INLET AGGREGATE TO BE PLACED AROUND INLET END OF PIPE 3" MIN. DIA. PIPE TO BE KEPT OPEN FOR DRAINAGE OF 5UBGRADE OR BA5E UNTIL 5URFACE 15 PLACED. SECTION A -A TYPE 11J" INLET NOT TO 5CALE L 5' EDGE OF PAVEMENT, J 1. CURB, GUTTER OR 51MILAR STRUCTURE IN THE PUBLIC RIGHT-OF-WAY IF WITHIN 5' OF EDGE OF — PAVEMENT, U5E #8 CRUSHED 5TONE OR APPROVED EQUIV. CLA55 I BEDDING MATERIAL HAND TAMPED OR WALKED INTO PLACE TO MIN. OF 12" ABOVE TOP OF PIPE, AND "B" BORROW COMPACTED TO 95% 5TANDARD PROCTOR DENSITY TO TOP OF TRENCH. LEGEND Bc= OUT5IDE DIAMETER D= IN51DE DIAMETER d= DEPTH OF BEDDING MATERIAL BELOW PIPE MIN. G" TOP501L TO EN5URE GRA55 GROWTH IF NOT UNDER PAVEMENT MIN IMC1/�' Wks TM 111-1 ::1.25 Ell IIII1= �IIIII Ih 3G" MINIMUM FOR ELECTRIC, TELEPHONE, OR GA5 UTILITY PIPING ; ' 27" f 51AALLER MIN. 12" 30" TO GO" 4 .` 4 2" PIPE `9 3" PIPE � Bc cu IF NOT WITHIN 5' OF mjGo a Z 2'-0" I .n U5E #8 CRU5HED STONE I I I I W u W z 6" � 6° SECTION A -A TYPE 11J" INLET NOT TO 5CALE L 5' EDGE OF PAVEMENT, J 1. CURB, GUTTER OR 51MILAR STRUCTURE IN THE PUBLIC RIGHT-OF-WAY IF WITHIN 5' OF EDGE OF — PAVEMENT, U5E #8 CRUSHED 5TONE OR APPROVED EQUIV. CLA55 I BEDDING MATERIAL HAND TAMPED OR WALKED INTO PLACE TO MIN. OF 12" ABOVE TOP OF PIPE, AND "B" BORROW COMPACTED TO 95% 5TANDARD PROCTOR DENSITY TO TOP OF TRENCH. LEGEND Bc= OUT5IDE DIAMETER D= IN51DE DIAMETER d= DEPTH OF BEDDING MATERIAL BELOW PIPE MIN. G" TOP501L TO EN5URE GRA55 GROWTH IF NOT UNDER PAVEMENT MIN IMC1/�' Wks TM 111-1 ::1.25 Ell IIII1= �IIIII Ih 3G" MINIMUM FOR ELECTRIC, TELEPHONE, OR GA5 UTILITY PIPING BE INSTALLED IN G TO 12 BALANCED LIFTS. A MINIMUM 9" OF CLEARANCE 5HALL BE PROVIDED ON EACH 51DE OF THE INSTALLED PIPE. DEPTH OF BEDDING MATERIAL BELOW PIPE D ; ' 27" f 51AALLER MIN. 12" 30" TO GO" 4 .` 4 W VW LL LLN � Bc IF NOT WITHIN 5' OF mjGo a Z EDGE OF PAVEMENT, O 0 U5E #8 CRU5HED STONE W u W z OR APPROVED EQUIV. � V CLA55 I BEDDING MATERIAL d HAND TAMPED OR WALKED INTO PLACE TO MIN. OF 12" ABOVE TOP OF NOTE: PIPE, AND REGULAR BACKFILL TO TOP OF ALL INITIAL BACKFILL SHALL 11 11 TREN CH. BE INSTALLED IN G TO 12 BALANCED LIFTS. A MINIMUM 9" OF CLEARANCE 5HALL BE PROVIDED ON EACH 51DE OF THE INSTALLED PIPE. DEPTH OF BEDDING MATERIAL BELOW PIPE D d (MIN) 27" f 51AALLER 4 30" TO GO" 4 GG" ¢ LARGER 4 PLASTIC PIPE (PVC 4 HDPE) 5EDDING DETAIL NOT TO 5CALE 5MIN. G" TOP501L TO EN5URE GRA55 GROWTH IF NOT UNDER PAVEMENT I J " EDGE OF PAVEMENT, CURB -1.. be + 1 GUTTER OR 51MILAR 5TRUCTURE IN THE PUBLIC RIGHT-OF-WAY IF WITHIN 5' OF EDOF PAVEMENT, USE 'B" GE BORROW OR Bc EQUIV. GRANULAR MATERIAL COMPACTED TO 95% 5TANDARD PROCTOR DEN5ITY FOR ENTIRE TRENCH BACKFILL NOTE: ALL INITIAL BACKFILL 5H41- LEGEND BE I145TALLED IN G TO 12 8`= N1DEEEADIAMETER BALANCED LIFTS. I5DIER A MINIMUM q11 OF CLEARANCE d= DEP �H OF BEDUIN$ 5HALL BE PROVIDED ON EACH MA RIA L BELOW PIPE 51DE OF THE IN5TALLED PIPE. DEPTH OF BEDDING MATERIAL BELOW PIPE 112" CEMENT MORTAR — o MANHOLE 5TEP5- AT IG` (MAX) 0. C. D d (MIN) 27 4 5MALLER 3 30" TO 60" 4 6" 4 LARGER G MIN. 12" IF NOT WITHIN 5' OF EDGE OF PAVEMI`NT: U5E "B" BORROW COMPACTED TO 90% 5TANDARD PROCTOR DENSITY TO 1 G OF 1/6 Bc PIPE DIAMETER AND REGULAR d BACKFILL TO TOP OF TRENCH REINFORCED CONCRETE PIPE (RCP) 5EPOING NOT TO 5CALE 5EE PLAN5 OR 5TRUCTURE DATA TABLE FOR TYPE OF CA5TING FIN15H GRADE i- CONCRETE "0" RINGS PRECAST ECCENTRIC CONE BARREL 5ECTION-48" DIA. A5TM C-478 CLA55 A REINFORCED CONC. PIPE 4000 P51 4'-0" BREAK OUT TOP HALF OF PIPE AFTER MANHOLE 15 CON5TRUCTED OR FORM NEAT CHANNEL. GROUT SLOPE Z MANHOLE BENCHWALL (51N6LE POUR 4000 P51 CONCRETE GROUT) —7— Ir HEIGHT OF GROUTED CHANNEL 5HALL BE I 1/2 DIA. FOg G" THRU 12' PIPE AND 3/4 DIA. FOR 15' AND LARGER PIPE. MIN. 8" _ UNDER PIPE PRECAST CONC. BA5E G" CLA55 "A" CONCRETE G" OF "B" BORROW_ UNDER BA5E STORM MAN H OLE TYPE 11 C" NOT TO 5CALE z cj) a W o a a Otuw Wv Z N 000 to Lo �r co W Z C JXJ O a° V z a_ 0 Z c 6 c ' A 00 O c U o N C4 c 04 C `^ N,x v > -0 ZW 4 py � cD �.) Z Z CL ~v0 U 0 V z r� V M�1 y W C3 to UW 'A' ,. SEG\ST f RFS 0. 19900146.. % STATE OF it 00 RTI IED BY U) J a a Z Z © a o J Z W VW LL LLN � Oa mjGo a Z .� *- O 0 W u W z O � V On DATE: 12/22/00 DRAWN BY: PED CHWD BY: GRD JOB NO. IN2000.0638 REVISIONS PER TAC t OWNER 02/05/01 SHEET NO. C4m2 10 OF 13 r 501L AND DRAINAGE CHARACTER15TIC5 Predominate 5oil Types 5h - 5hoals 5ilt Loam Mm02 - Miami Silt Loam 12-18% Slopes, Eroded Mm62 - Miami Silt Loam 2-G% Slopes, Eroded Predominate Veciefafion The project bite is currently vacant farmland. Adiocent Land Uses Easf - Residential West - Residential North - Vacant Lot South - Vacant Lot 100 -Year Floodplains, ffloodwayFringes and Floodways The projec does lie within floodway ingean fld ooan dway as shown on the drawings. Drainage Features I. There are no lakes or wetlands on or adjacent to the project site. 2. There are no locations within the project site where storm water may enter ground water. 3. The developed portion of the site drains entirely to the existing detention ponds. The ponds outlet into the Mitchner Ditch Legal Drain. The Western portion of the property (Greenbelt) will drain directly into the Mitchner Ditch Legal Drain. Construction Limits Limits of Lot 5 as shown on plans. Note: No soil stockpiles or borrow areas. MAINTENANCE REQUIREMENT5 FOR ER05ION CONTROL MEA 5U RE 5 STRAW BALE DAM MAINTENANCE REQUIREMENT5 1. IN5PECT STRAW BALE DAM5 AFTER EACH 5TORM EVENT AND PROMPTLY REMOVE ANY 5EDIMENT DEP051T5 TO EN5URE ADEQUATE 5TORAGE VOLUME FOR THE NEXT RAIN, TAKING CARE NOT TO UNDERMINE THE ENTRENCHED 5ALE5. 2. IN5PECT PERIODICALLY FOR DETERIORATION OR DAMAGE FROM CON5TRUCTION ACTIVITIE5 AND REPAIR IMMEDIATELY. 3. AFTER THE CONTRIBUTING DRAINAGE AREA HA5 BEEN 5TABILIZED REMOVE ALL STRAW BALE5 AND 5EDIMENT, BRING THE D15TURBED AREA TO GRADE AND 5TABILIZE IT. 51LT FENCE MAINTENANCE REQUIREMENT5 1. IN5PECT THE 51LT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. 2. IF FABRIC TEAR5, 5TART5 TO OECOMP05E, OR IN ANY WAY 5ECOME5 INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. 3. REMOVE DEP051TED 5EDIMENT WHEN IT REACHE5 HALF THE HEIGHT OF THE FENCE AT IT5 LOWE5T POINT OR 15 CAU5ING THE FABRIC TO BULGE. 4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT. 5. AFTER THE CONTRIBUTING DRAINAGE AREA HA5 BEEN 5TABILIZED REMOVE THE FENCE AND 5EDIMENT DEP051T5, BRING THE D15TUR15ED AREA TO GRADE, AND 5TABILIZE. ER0510N CONTROL BLANKET (5URFACE APPLIED) MAINTENANCE REQUIREMENT5 1. DURING VEGETATIVE E5TA5L15HMENT IN5PECT AFTER 5TORM EVENT5 FOR ANY ER0510N BELOW THE BLANKET. 2. IF ANY AREA 5HOW5 ER05ION PULL BACK THAT PORTION OF THE BLANKET COVERING IT, ADD 501L, RE-5EED THE AREA, AND RE-LAY AND STAPLE THE BLANKET. 3. AFTER VEGETATIVE E5TABL15HMENT CHECK THE TREATED AREA PERIODICALLY. TEMPORARY GRAVEL CON5TRUCTION ENTRANCE MAINTENANCE REQUIREMENT5 1. INSPECT ENTRANCE PAD AND 5EDIMENT AREA WEEKLY AND AFTER STORM EVENT5 OF HEAVY U5E. 2. RESHAPE PAD A5 NEEDED FOR DRAINAGE AND RUNOFF CONTROL. 3. TOP DRE55 WITH CLEAN 5TONE A5 NEEDED. 4. IMMEDIATELY REMOVE MUD AND 5EDIMENT TRACKED OR WA5H€D ONTO PUBLIC ROAD5 BY BRU5HING OR 5WEEPING. FLU5HING SHOULD ONLY BE U5ED IF THE WATER 15 CONVEYED INTO A 5EDIMENT ROCK TRAP OR BA51N. 5. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. SAND BAG MAINTENANCE REQUIREMENT5 1. IN5PECT 5AND BAG5 AFTER EACH 5TORM EVENT AND PROMPTLY REMOVE ANY 5EDIMENT DEPONT5. 2. AFTER THE CONTRIBUTING DRAINAGE AREA HA5 BEEN 5TA5LIZED AND/OR PAVED, REMOVE ALL 5AND 5AG5 AND 5EDIMENT. ER05ION CONTROL NOTE5 1. CON5TRUCTION ACTIVITY 5HALL CON515T OF DRIVEWAY, A PARKING LOT AND TRUCK DOCK CON5TRUCTION, BUILDING 3� CON5TRUCTION, AND UTILITY CON5TRUCTION. 2. PRELIMINARY CON5TRUCTION 5CHEDULE: EARTHWORK 5HALL BEGIN IN 5UMMER 2000. IN5TALLATION OF 5TORM DRAINAGE 5TRUCTURE5 5HALL BE CONCURRENT WITH EARTHWORK. 5ANITARY SEWER LATERAL IN5TALLATION 5HALL COMMENCE UPON COMPLETION OF ROUGH GRADING. REMAINING UTILITY INSTALLATION 5HALL '^ COMMENCE UPON COMPLETION OF 5ANITARY SEWER LATERAL IN5TALLATION. FINAL GRADING AND PAVING 5HALL OCCUR CONCURRENT WITH UTILITY INSTALLATION. COMPLETION OF THE PROJECT 15 ANTICIPATED 5Y SUMMER 2001. TH15 5CHEDULE 15 51.15JECT TO CHANGE. 3. LAND ALTERATION WHICH 5TRIP5 THE LAND OF VEGETATION, INCLUDING REGRADING, 5HALL BE DONE IN A WAY THAT WILL MINIMIZE ER0510N. 4. CONTRACTOR 5HALL COMPLY WITH ALL 5TATE AND LOCAL ORDINANCE5 THAT APPLY. 5. TH15 PLAN 5HALL NOT BE CONSIDERED ALL INCLU51VE A5 THE CONTRACTOR 5HALL TAKE ALL NECE55ARY PRECAUTION5 TO PREVENT 501L 5EDIMENT FROM LEAVING THE 51TE. G. ADDITIONAL ER05ION AND 5EDIMENT CONTROL MEA5URE5 5HALL BE IN5TALLED IF DEEMED NECE55ARY BY ON 51TE IN5PECTION. 7. 5EDIMENT LADEN WATER 5HALL BE DETAINED BY ER05ION CONTROL PRACTICE5 A5 NEEDED TO MINIMIZE 5EDIMENTATION IN THE RECEIVING 5TREAM. NO 5TORM WATER 5HALL BE D15CHARGED FROM THE 51TE IN A MANNER THAT CAU5E5 E00510N AT THE POINT OF 015CHARGE K NON WOVEN SPACE POSTS 8' MAX. GEOTEXTILE FABRIC FILTER FABRIC 106A WIRE MIN. 1" X 2" X 12' WOOD STAKE COMPACTED BACKFILL - EXTEND FABRIC & - WIRE TO 4" BELOW SURFACE 1.1 / I I FLOW I I I WIRE WOOD POST -III III -III -III -I 11- -� I III -III -III= 6 X 6 -W2.9 X W2.9 WWF NOTE: POSTS SHALL HAVE A MINIMUM LENGTH OF 36 INCHES PLUS BURIAL DEPTH. POST MATERIAL SHALL BE WOOD, STEEL, OR SYNTHETIC, AND SHALL BE OF SUFFICIENT STRENGTH TO RESIST DAMAGE -III I l�� III -III DURING INSTALLATION AND TO SUPPORT APPLIED °° LOADS. FABRIC SHALL BE A WOVEN GEOTEXTILE FABRIC II III- CONSISTING OF STRONG, ROT RESISTANT, =1 - III-_ - MATERIALS RESISTANT TO DETERIORATION FROM I II 11- ULTRAVIOLET AND HEAT EXPOSURE. III - SILT FENCE CONSTRUCTION NOT TO SCALE 31 C 1 5TAPLE PER 5Q. YD. 1 �/2 5TAPLE5 PER 5Q. YD. 8. WASTES AND UNUSED BUILDING MATERIALS 5HALL NOT BE ALLOWED TO BE CARRIED FROM THE 51TE BY GENERAL 5TAPLE RECOMMENDAT'ION5 5TORM WATER RUNOFF PROPER D15PO5AL OF ALL WA5TE5 AND UNUSED BUILDING MATERIAL5 15 REQUIRED. 300 100 JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. - NOV. 275 9. 5EDIMENT BEING TRACKED ONTO PUBLIC OR PRIVATE 275 ROADWAY5 5HALL BE MINIMIZED. CLEARED 5EDIMENT PERMANENT 5EEDING 5UN TO PARTIAL 5HADE X 12. EX15TING VEGETATION 5HALL BE PRE5ERVED IN AREA5 75 A 5HALL BE RETURNED TO THE 51TE FOR DISPOSAL. 225 b NOTE5 10. 501L WHICH HA5 ACCUMULATED NEXT TO ER0510N CONTROL 200 NOT D15TUR5ED BY CON5TRUCTION ACTIVITY. 50 C /// ///I// //// k/I¢- 0 DEVICE5 5HALL BE COLLECTED AND RE -DISTRIBUTED ON 175 51TE AFTER EACH RAINFALL EVENT, AND AT LEAST ONCE A WEEK. 5LOPE LENGTH 150 11. IF IN5TALLATION OF 5TORM DRAINAGE 5Y5TEM 5HOULD BE FT•125 INTERRUPTED BY WEATHER OR NIGHTFALL THE PIPE ENDS 5HALL C C C 2 5TAPLE5 PER 5Q. YD. ADDITIONAL 5TAPLE5 A5 REQUIRED DUE TO DEPTH OF FLOW O � BE COVERED WITH FILTER FABRIC. 1 100 JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. PERMANENT 5EEDING 5UN TO PARTIAL 5HADE X 12. EX15TING VEGETATION 5HALL BE PRE5ERVED IN AREA5 75 A PERMANENT 5EEDING PARTIAL 5HADE TO 5HADE NOTE5 NOT D15TUR5ED BY CON5TRUCTION ACTIVITY. 50 C /// ///I// //// k/I¢- TEMPORARY 5EEDING CHANNEL LINING5 UTILIZE 5TAPLE PATTERN "C" D F/ A MULCHING G WITH ADDITIONAL 5TAPLE5 ON SIDE SLOPES AT 13. ALL APPLICABLE ER05ION CONTROL MEA5URE5 5HALL 25 b PROJECTED WATER LINE. BE PLACED BEFORE ANY LANG DISTURBING ACTIVITIES. 5TAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN 14. 5CHEDULE OF ER05ION CONTROL ACTIVITIE5: 4:1 3:1 2:1 1:1 CHANNEL ER05ION CONTROL 5LANKET5. 5TAPLE PATTERN5 MAY VARY LINING SLOPE GRADIENT DEPENDING UPON 501L TYPE AND AVERAGE RAINFALL. a) INSTALL GRAVEL CONSTRUCTION ENTRANCE AND INSTALL SILT FENCE BEFORE COMMENCING ANY AT 5LOPE LENGTH5 GREATER THAN 300 FEET OR WHERE DRAINAGE EARTHMOVING ACTIVITY. OVER LARGE AREA5 15 DIRECTED ONTO THE 5LANKET5, 5TAPLE "C" PATTERN 5HOULD BE UTILIZED. B) IN5TALL 5TRAW BALE CHECK DAM5 IMMEDIATELY UPON COMPLETION OF ROUGH GRADING. REPLACE CHECK DAM5 AFTER FINAL GRADING AND ER05ION CONTROL MAT INSTALLATION GUIDE DETAIL TOP501L REPLACEMENT. CHECK DAM5 5HALL REMAIN IN PLACE UNTIL VEGETATION 15 E5TABL15HED NOT TO SCALE ON ALL AREA5 DRAINED BY THE DITCH. c) IN5TALL 5TRAW 5ALE5 AROUND INLET5 IMMEDIATELY UPON COMPLETION OF THE 5TRUCTURE. REMOVE 5TRAW 5ALE5 FOR PAVING OPERATION. REPLACE 5TRAW BALE5 AFTER PAVING ,;: - 5AND RAGS 15 COMPLETE. 5TRAW BALE5 5HALL REMAIN IN PLACE ;:::, UNTIL VEGETATION 15 E5TA5LI5HED ON SEEDED AREA5 BEHIND THE CURB. IIIIIII 2' MIN. d) THE DURATION OF TIME WHICH AN AREA REMAIN5 WIDTH EXP05ED 5HALL BE KEPT TO A PRACTICAL MINIMUM. THERIDGE r AREA 5HALL BE 5TA15ILIZED A5 50ON A5 P055115LE. TEMPORARY VEGETATION OR MULCHING 5HALL BE U5ED .,'s • "; �:'': ,,'' DIVER51ON DITCH TO PROTECT EXP05ED AREA5 IF PERMANENT VEGETATION IN 1DAY5Y MORE N THAOED CEA5E9 FOR 21 R A5 DIRECTED BY DRAINAGE 5 TRU C TU RE Flow -� THE ENGINEER. PROTECTED AREA e) TOP501L REPLACEMENT 5HALL TAKE PLACE FROM MARCH 1 TO OCTOBER 31. 5TOCKPILE TOP501L AT ALL SED I MEN TATI CONTROL NOT TO 5CALE i_ `'i - EXISTING GRADE OTHER TIME5 OF THE YEAR. PERMANENT AND FINALNOTE: �lq+ OD2� dpi' VEGETATION AND STRUCTURAL ER05ION CONTROL DEVICES 5HALL BE IN5TALLED WITHIN 5EVEN (7) DAYS AFTER FINAL 5AND 15AG5 5HALL BE PLACED AND GRADING OR A5 SOON AS POSSIBLE. MAIDRAIINAGE 5TRUTAINED OUND CTURE5. NEWLY ILL BAG5 RUCTED TEMPORARY DIVER51ON DITCH APPROXIMATELY HALF FULL WITH NOT TO 5CALE 5AND OR FINE GRAVEL. 15AG5 TO BE LAYERED 1 TO 3 HIGH A5 NEEDED, AND TO REMAIN IN PLACE UNTIL 51TE WORK MAINTENANCE: IN5PECT WEEKLY AND FOLLOWING EACH 5TORM EVENT. 15 COMPLETED. REMOVE 5EDIMENT FROM THE CHANNEL AND REINFORCE RIDGE A5 NEEDED. WHEN WORK AREA HA5 BEEN 5TA15ILIZED OR BUILDING CON5TRUCTION COMMENCE5, REMOVE THE RIDGE, FILL THE CHANNEL TO BLEND WITH NATURAL GROUND (U5E GRANULAR FILL A5 NEEDED UNDER FOUNDATION5) AND 5TA5ILIZE ALL DISTURBED AREA5. L 3 4 O 5EA50NAL 501L PROTECTION CHART 5TA61LIZATION PRACTICE JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. PERMANENT 5EEDING 5UN TO PARTIAL 5HADE A PERMANENT 5EEDING PARTIAL 5HADE TO 5HADE PERMANENT 5EEDING NON -IRRIGATED AREA 5 C /// ///I// //// k/I¢- TEMPORARY 5EEDING D F/ MULCHING G A = PERMANENT 5EEDING - 5UN TO PARTIAL 5HADE KENTUCKY 5LUEGRA55 175 L55./ACRE; CREEPING RED FE5CUE 70 L55./ACRE; FINE TEXTURED RYE (PERENNIAL) 105 L55./ACRE PLU5 2 TON5 STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRA55 20 L55./ACRE B = PERMANENT 5EEDING - PARTIAL 5HADE TO 5HADE KENTUCKY 15LUEGRA55 35 L55./ACRE; CREEPING RED FE5CUE 210 L55./ACRE; FINE TEXTURED RYE (PERENNIAL) 105 L55./ACRE PLU5 2 TON5 STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRA55 20 L55./ACRE C = PERMANENT 5EEDING - NON -IRRIGATED AREA5 KENTUCKY BLUEGRASS 87 L65./ACRE; CREEPING RED FE5CUE 70 L155./ACRE; FINE TEXTURED RYE (PERENNIAL) 193 L65./ACRE PLU5 2 TON5 5TRAW MULCH/ACRE, OR ADD ANNUAL RYEGRA55 20 LB5./ACRE 0 = 5PRING OATS 3 BUSHELS/ACRE E = WHEAT OR RYE 2 5U5HEL5/ACRE F = ANNUAL RYEGRA55 40 L55./ACRE ( 1 LB/1000 5Q. FT. ) G = 5TRAW MULCH 2 TON5/ACRE. ANCHOR WITH A5PHALT EMUL51ON AT A RATE OF 300/GAL. PER ACRE FOR 5LOPE5 GREATER THAN 4:1 U5E ER05ION CONTROL BLANKET ACCEPTABLE TO LOCAL AUTHORITIE5. #/I/* = IRRIGATION NEEDED DURING JUNE, JULY, AUGU5T AND/OR 5EPTEMBER NOTE; CONTRACTOR 15 RE5PON515LE FOR PROVIDING TEMPORARY 5EEDING TO CONTROL ER05ION A5 REQUIRED BY INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT. 50' MIN. ob 00noo 00. 0 00 C) Ob -0 0 .0 I• .91 •'•� ,•• 0 0 • I, C) 06 k •1 •0 •• 1, •, 0. ,07.0 0, / 1 ,::�; �i 01 O� o 006 0 (0,50 ::-_i ' • ��I • • /0 0.00 0 • / • . / • / • ° �1�• • / • •,•/ ,1• • �'•• • �'•'� • •/ / • •• •1 �000 0.�• •,•ol' 1 - • 0- .0. •1 .00 0 0100 001 • 1 ' •1 .•�• _ • 6" MIN. INGOT " NO. 2 (2-3 /N) WA5HEO 5TONE OVER 5TA8LE FOUNOA TION _TEMPORARY GRA VEL CONSTRUCT/ON ENTRANCE NOT TO 5CALE END 000 0 �OOO 06-0 '0 O� � 0 OO PLAN EXTEND APRON TO LENGTH 5HOWN ON APRON ER05ION CONTROL PLAN 10 NO OVERFALL �I STORM PIPE FILTER FABRIC 5ECTION POND - OUTLET PROTECTION DETAIL NOT TO 5CALE NOTE5: 1. FOUNDATION 5HALL BE GEOTEXTILE FABRIC FOR 5TAWLIZATION AND FILTRATION OR WELL -GRADED GRAVEL FILTER LAYER AT LEA5T G IN. THICK 2. STONE 5HALL BE HARD, ANGULAR, AND HIGHLY WEATHER- RE515TAN T RIPRAP STONE AT A THICKNE55 OF 12 IN. MINIMUM OR TWO TIME5 THE 5TONE DIAMETER, WHICHEVER 15 GREATER 3. MAKE 5URE THE TOP OF THE RIPRAP APRON 15 LEVEL WITH OR 5LIGHTLY BELOW THE RECEIVING 5TREAM. (RIPRAP 5HOULD NOT RE5TRICT THE CHANNEL OR PRODUCE AN OVERFALL) q o0 0 a " Z zVolvo "' ` � N � W _� �Q Z ��zv>, z 0 Zai Q w,�wN �a0 d oo Q1 O UJ w 4'a y �- Z U) O W � V ZN 000 z In to �M V LU Z t2 u O O "oq �CL v w V Z a Z �\i i;�DENCAN��''; �'..�1� f0..' ; No. -.19900146:: STATE OF �\ ERTI IED BY O a Z z Cl) mi a 1 m W D W J V W LL w OQ ZJ cc O a .� V Z� O Z -- O W .�.. 0 Cl) W 0 LL LU DC 0 cc W M v a DATE: 12/22/00 REVISIONS PER TAC COMMENTS 02/05/01 SHEET NO. C4.3 11 OF 13 DRAWN BY: PED CHK'D BY: GRD JOB NO. IN2000.0638 r PLUM CREEK NORTH SECTION 4 - INST. #9714420, P.C. 1, P. 770 • 1 I I ZONING S-1 I I I LOT 158 LOT 157 LOT 156 LOT 155 LOT 154 I LOT 153 LOT 1. I --r I I I , -------------------Z----------------------------------------------1----------------------- Uj � � J I MANHOLE U I TC=766.17 Q 12" RCP W INV -760.77 TCF ~� , 15" RCP N INV -760.52 15" RCP SINV-760.52 t2" - ---moi---_11---- _� _---------------------------- ------ I ------- ~------------ - - - - - - - - - - - - - - - - - - - - - - - - - '� cis - - 12- - INLET o TC=769.86 I EXISTING 20' WATERLINE EASEMENT E ` ' 7L kL - - E -i IT - - E I 1 Ems- -. E ,%`------ _ _ _ _ _ 12' RCP JS)INV=76,, \ \ E�EM� T (iNS7R. N0. 9542327) w .x=== 4_�-W =_� _�=-"`_=E_=_ __-E- _ E --E-W--E -E- -E��- _ �'Pe�� / / ,� ► _� \ - - \ \ - - -f__- T �=��------------------------------------------------------------------------------------- '\-- --R/W LINEP. -i �� TT-� - --r T- T- - - - -T- - - T- T PROPOSED 8" WATER (� - _�� _ ___-=------------------------- y --------- ------------------------------- ----------- LINE AND BORE Y OTHERS)----------------------------------------------------- ---------------- II HAZEL DELL PARKWAY TREE To DE REtOca*D, GROUND MOUNTED LIGHT LIMITS OF 0.1 LIMITS OF 0.1 �� / / �0 / / ° / �Q OR REMOVED DY OTHERS -'____________ _-- �� '� 6P INTENSITY INTENSITY - o J� °��- _ - (TYP. OF 4) - - - - , Y=- _ TYPE S5 (TYP. OF 2) �� C `' INSTR��9809BM5 2B o / --- __ --- -'fir---==__-- '___.---- II J�O� Jae. ( Ii t �• � ---- _----- ---- ----------------- ----------------------------------�_________ - ------------------------- u ---- TM C 9 H N C S T II TREE TO BE RELOCATED REE TO BE RELOCATE 10 7 14 9 3 3 C 12 Ap5 5 J /5 3 OR BY OTHERS / OR REMOVED by THE __ __�____ -___ _______ _____________ ___�_ _�_ ___ __ _ _ ___�__�__ _ __ ____ _____ ___ __ ____--_____--------- ---------- - - -- RrP of 3 !O � RYP. OF 4) L- �- - - 1- I� LIMITS OF 0.3� L I�� - I - ( - - ---------- ---------- - -----------------_--------------_ - -- -- - InTEn91TY �4 - ----- ----- ---- - --- ------ / ------ ----- --- F A BA - - ---- - - 10, WASP. PATH w -0 w OF 8"w 29.48' �� G I G x DT r� _ G x --.--.-- --_ '\ .3 eT �r . TC=765.66 / BT 1 x\ Drainage Easement 120 If- - x x -�� ♦ xOedleatlon of Landscape and •- -1 - - - _- --- - - - - - _ _ (INSTR. 1119 98098065V1 )U&SE ---- -'D dtSEt-- -----------------�r� -- 01w - Io- ---- ---- -- - ----------------/--- U-��--1 10, t ♦ / NORMAL POOL ELEV=762.00 / r / �3 25 POLE LIGHT H ; t POLE LIGHT ` LIMITS OF 0.3 too mYOTHER5) S' / �/ - - - TYPE 92 _ _ 60' SL • t - TYPE S2 o INTENSITY / ♦ �i / ------I- -- I --- I -- Ppp---= _ - - -- -- 19 }.3 -- - vC ----- �,--- ----7--��.•�-� �r�i6--�let�=7- ----I 4-0 ./ M 1"A 4P � / tiGg'�` / / 01, •. ' 1 _ IN1 4 "lid 7 1.t1 V C C 4 6 ,C / /• / / oo 4 x !ml LOT 6 ~� 'o� ---__ of I LOT 5 J�.P�o�� / �� ;''` cR`� .rl / 1.46 AC II I I 1.83 AC �G\pQ-oQa / ��; c�J y1/ / / / /'Q� / I 3 ZONING B-3 �R`Q��oR / �P�� ZONING B -3P", L LIGH ; PROPOSED OFFICE BUILDING I i I E St 15,220 5F -------------------- --------------------------------------- -- t I 1 / To17 TRANS. / / AP /�/ -------------1- 5 ---- - - -- --� •' // 4 / �v. 0 �/ I LIMITS OF 0.1 ---- �,°--- -- , T-----�-� - /PCA / / /. �()/ / x / -7/ // 11 I V. i INTENSITY /101, ,. �J�1GhO / x x x x x 1 i00,7777 \ \ \ /SAA _TRS E A�G PERT L14 � � ` � / // / ry -------- ----- - - \ / F/DREBAR WASP. PATH ' - - - - - - - - S 9 TO PROVIDE TREE REMOVE ILT ARD -TREE -PROTECTION 3 2 7 7 PROTECTIPN l 11 E A9 NEEDED TO INSTALL / FENCE TRUNK PROP SED LANDSCAPING AFTER PROVIDE TREE / (T'YP OF/ MASS EA THWORK AND GRADING 19 PROTECTION / / I COMPLETE. NCE ON TRUNK EXISTING / (TYP OF 2) VEGETATION SAN. M HOLE I 11 l i ' TC- 765 3 I 12"P (F)1NV=749.45 I ' • ' II' I CAUTION !! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, islets, valves, and marks mode upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1-800-382-5544 CALL TOLL FREE - INDIANA UNDERGROUND - L L M09E GUARDS AND GUY WIRE - GVY V1EE9 9' HT. AND TALLER. USE 2 x 4 STAKES DRIVEN BELOW GRADE. 5 9TAKE5 0 120° APART SET TOP OF ROOT CROWN 4" ABOVE FINISH GRADE CUT ALL BINDING AND REMOVE WRAPPING - FROM TOP OF BALL 5' MULCH LAYER AS SPECIFIED 4' DIA. X 4' SAUCER AROUND PLANTING PIT - PULVERIZE 901L -- EXCAVATED FROM MOLE AND USE AS BACKFILL i LOOSEN 90GRADE AROUND CENTER MOUND AND INSTALL SAND AS NEEDED TO PROVIDE ADEQUATE DRAINAGE AND AERATION STAKE TO BE 18" BELOW PIT IN UNDISTURBED 9UBGRADE (SET 120° APART) UNDISTURBED SUBGRADE BASE ua STAKE TREES UP TO 8' HEIGHT. 5 STAKES 0 120° APART EXCAVATE HOLE 12" LARGER THAN ROOT BALL SCARIFY SIDES OF MOLE FINISH GRADE 1■■■■■�■w■■■1 NNw rt ■■■■I■ws■■rl ------.w■■■// EE PLANTING DETAIL NOT TO SCALE 0' 30' 60' SCALE: 1 "=30' PLANTING SCHEDULE KEY NUMDER DOTANICAL COMMON PLANTING REMARKS IN2000.0638 PER CITY NAME NAME SIZE AP 10 ACER PLATANOIDES EMERALD QUEEN 2.5" CAL. e E e, FULL TOP 'EMERALD QUEEN' NORWAY MAPLE - - AS 11 ACER SACCH. MAJESTY SUGAR 2.5" CAL. e 16, FULL TOP 'MAJESTY MAPLE - - CA 53 COTONEASTER APICULATA CRANBERRY 5 GAL. PLANT 3 O.C. - COTONEASTER - - FP 14 FRAXINUS PENNSYLVANICA CIMMARON ASH 2.5" CAL. e E B, FULL TOP 'CIMMZAM' - - - JC 54 JUNIPERUS CHINEN515 HOLBERT BLUE 5 GAL. CONT, PLANT PFITZER GLAUCA'HOLBERT' PFITZER JUNIPER - 4.5' O.C. MC 25 MALU9 CENTURION IV CAL. B f B, FULL TOP 'CENTURION' CRABAPPLE - - MS 17 MALU9 SENTINEL 1'12 CAL. B E B, FULL TOP 'SENTINEL' CRABAPPLE - - SF 42 SPIRAEA FRIT9CHIANA FRITSCHIANA 5 GAL. CONT, PLANT - SPIREA - 3.5' O.C. TM 40 TAXU9 MEDIA BROWNS YEW 18" B 4 B, PLANT 'BROWNI' - - 4' O.C. TO 29 THUJA OCCIDENTALIS TECHNY GLOBE 24" B 4 B, PLANT 'TECHNY GLOBE' ARBORVITAE - 51 O.C. VC 25 VIBURNUM CARLE911 KOREAN SPICE 18" B i B, PLANT - VIBURNUM - 4' O.C. PP 7 PICEA PUNGENS COLORADO SPRUCE 8 B 4 B PO 10 PICEA 4MORIKA SERBIAN SPRUCE 8' B E B PERENNIALS H 390 HEMEROCALL15 VIOLET LIGHT #2 CONT. PLANT 12" O.C. 'VIOLET LIGHT' DAYLILLY - INTERMIXED W/DAFFODILS N 590 NARCISSUS DAFFODILS BULBS PLANT 1" O.C. INTERMIXED ILLY PLANTING NOTES: 1. IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE PLANT LIST, THE PLAN SMALL DICTATE. IF IN QUESTION, CONTACT THE LANDSCAPE ARCHITECT. 2. ALL TREES SHALL HAVE A 4' DIAMETER RING COVERED WITH 2' TO 3" THICK LAYER OF SHREDDED HARDWOOD 'BARK MULCH. BARK MULCH SHALL BE UNIFORM IN TEXTURE AND COLOR. NO UTILITY MULCH OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED. S. ALL PLANTING BEDS SHALL HAVE A 2" TO 3" THICK LAYER OF SHREDDED HARDWOOD BARK MULCH NO UTILITY MULCH OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED. ALL PLANTING BEDS SHALL HAVE PRE -EMERGENT HERBICID. APPLIED AS PER MANUFACTURERS RECOMMENDATION. A. NO SUBSTITUTIONS OF PLANT MATERIAL WILL BE ALLOWED. IF PLANTS ARE SHOWN TO BE UNAVAILABLE, THE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT PRIOR TO BID DATE IN WRITING. ALL PLANTS SHA..L BE INSPECTED AND TAGGED WITH PROJECT IDENTIFICATION AT NURSERY OR CONTRACTOR S OPERATION PRIOR TO MOVING TO JOB SITE. PLANTS MAY ALSO BE INSPECTED AND APPROVED OR REJECTED ON THE JOB SITE. 5. 1198PLANTS EO TION, A3 SETEFORTTHH DY AMER CLAN IA95STANDARDS IAT ON OF NUR'SNERYA ERN STOCK, G. PLANTS AND ALL OTHER MATERIALS To BE STORED ON SITE WILL BE PLACED WHERE THEY WILL NOT CONFLICT WITH CONSTRUCTION AND AS DIRECTED BY OWNER. 7. ALL NEW LANDSCAPE PLANTINGS SMALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWING FINAL INSPECTION. AT END OF THIS PERIOD PLANT MATERIAL TERMED DEAD OR UNSATISFACTORY BY LANDSCAPE ARCHITECT/OWNER SMALL BE REPLACED AT NO ADDITIONAL CHARGE BY THE LANDSCAPE CONTRACTOR. 8. UTILITIES SHOWN ON THIS PLAN ARE FOR REFERENCE ONLY. REFER TO UTILITY PLAN FOR INSTALLATION REQUIREMENTS AND RESPON9I15ILITE5. 9. TREE PROTECTION AND SILT FENCING SHOWN 19 FOR REFERENCE ONLY. REFER TO EROSION CONTROL PLAN AND DETAILS FOR INSTALLATION REQUIREMENTS. 10. TREE AND SILT PROTECTION MAY BE REMOVED TO ACCOMODATE NEW LANDSCAPE PLANTINGS AFTER MASS EARTHWORK AND GRADING ARE COMPLETE. NEVER CUT LEADER. THIN UP TO 1/5 OF BRANCHES RETAINING NATURAL SHAPE OF TREE. Do NOT LEAVE STUBS ATTACH GUY WIRE AND HOSE ABOVE FIRST BRANCH. STAKE TREES UNDER 5' CN.. USE WOOD STAKES 3 PER TREE 0 120 GUY TREES 5" CAL. E LARGER USE 2"x4" STAKES DRIVEN BELOW GRADE. (3 9TAKE9 120° APART) SET TOP OF ROOT CROWN 4" ABOVE FINISH GRADE CUT ALL BINDING AND REMOVE WRAPPING FROM - TOP OF BALL 3' MULCH LAYER AS SPECIFIED 4" DIA. X 4" SAUCER AROUND PLANTING PIT PULVERIZE SOIL - EXCAVATED FROM HOLE AND USE AS BACKFILL LOOSEN SUBGRADE AROUND CENTER MOUND AND INSTALL SAND AS NEEDED TO PROVIDE ADEQUATE DRAINAGE AND AERATION STAKE TO BE 18' BELOW PIT IN UNDISTURBED SUBGRADE UNDISTURBED SUBGRADE BASE 5HADF-TREE PLANTING DENOT TO SCALE TAIL 4" WIDE TAPE CONSISTING of 2 LAYERS OF CRINKLED PAPER CEMENTED TOGETHER, UP TO FIRST BRANCHES EXCAVATE HOLE 12" LARGER THAN ROOT BALL SCARIFY SIDES OF HOLE FINISH GRADE Z � a 25 W z Z a a w oUj V� W �o ZN 0 c 19)M w w Z J a V z 4 91 • DUN�q ��• IVO. 19900146. STATE OF (V a Y (ID 4C Z a Q J � W -+ 0 W iiiiiiiii Q LL LL. W O N I J � Z OP w w W LL :E O a a DATE: 12/22/00 DRAWN BY: PED CHWD BY: GRD JOB NO. IN2000.0638 REVISIONS PER TAC 4 OWNER 02/05/01 PER PLAN COMM. 02126/01 PER 5KC. STUDY 05/13/01 PER CITY 04/12/01 SHEET NO. C5nl 12 OF 13 F PLUM CREEK NORTH SECTION 4 - INST. #9714420, P.C. 1, P. 770 • ZONING S-1 I I I � I I I LOT 158 LOT 157 LOT 156 LOT 155 LOT 154 I LOT 153 LOT 152 I I ------------——————— — — — — ——---------------------------------------I-------------------------------- J —�--- } MANHOLELLI TC t 1 Y I =766.17 12" RCP INV -760.77 CURB INLET Q I 15" RCP N INV -760.52 TC -765.75 �� 12" RCP (E)INV-761.20 -------ri----il------�----------------- -------------------------------------- 15"RCP€STNV-760.52 ----------------------- ------ ---------------- w - - - 12" RCP INV -761.45 i 'I�\ CURB _ ENO SECTION � � EXISTING 20' WATERLINE EASEMENT �, L 15" RCP S INV =765 � \ EASEMf 4"INSTR. NO. 9542327) \ II II E-' fl -E-I I -- -Er . - . -E- -+ E �`------- -E -E- - -E- -E- - -E- -E- - 12" RCP W INV=76�� ( I \ �'�.l-•__ �_-�W -_ ��----'=E_---.E_._= __ = _-_-_-_ =W-_ E �y -E_��- - c� �. / - L� I �\ INV. -758.72 ✓ �\, /♦ ��\ •�` ------------------- --- ---- R/WLINE�`--- -� FAQ - e�-.-.. -=_=X-'�•�.F�. ��.:a= -1a= _s �.� T - -T- - -T- - -T- --T-�-T- - -T----T-----T-•---T-----T- T- -•-T- - -Ji- - \-T-�-.-Y :�._ ��=---------------------------------------- _� T- - ` - - T- - - T- - - T- .�.lT= -- -�-- --3 T--- .� 44 ------------------------------------ -------------------------- ------------------ -------- ---------------- ti• ti� II II ___________________________________________________________________-_ _ - -------------------- �� L PARKWAY N ' E- 1376.66' —.I LIMITS OF 0.'! __— `�---------- �p J�� LINIMTEITN5 OF 0.1 6 4INTENSITY 51TY _----- °� _�---;� }{ � F L GENERAL The structure has been designed for the in-service loads only. The methods, means, procedures, and sequences of construction are the responsibility of the contractor. The structure is designed to be self-supporting and stable after the building is complete. It is the contractor's responsibility to determine erection procedures and sequence to insure safety of the building and its components during erection. This includes the addition of necessary shoring, sheeting, temporary bracing, guys, tiedowns, etc. The structural drawings shall be used in conjunction with civil, architectural, mechanical, electrical and plumbing drawings and specifications. No penetrations, other than those shown on the drawings shall be made without the approval of the Structural Engineer. CONCRETE MIX DESIGN SUBMITTAL The contractor shall submit for the review of the Structural Engineer a mix design for each proposed class of concrete. Each mix design shall be identified by a mix number or other unique identification. The contractor shall not vary from the mix designs nor use any concrete other than the approved mix designs without the approval of the Structural Engineer. Mix design submittals shall include the following information: 1. Mix design number or unique identification and intended location of placement. 2. Cement type, proportion and name of manufacturer. 3. Fly ash proportion (when used), laboratory analysis certification, and name and location of supplier. 4. Coarse aggregate proportion, gradation report, name and location of supplier. 5. Fine aggregate proportion, gradation report, name and location of supplier. 6. Mixing water proportion and source. 7. Admixture dosages, product names) and manufacturer nome(s). 8. Design 28 -day compressive strength (f'c). 9. Design slump range. 10. Design air -entrainment (for concrete requiring entrained air). 11. Statistical analysis of laboratory strength test data in accordance with "Standard Deviation" determination outlined in ACI 318. SHOP DRAWING SUBMITTALS The Contractor shall prepare detailed shop drawings to enable him to fabricate, erect and construct all parts of the work in accordance with the drawings and specifications. These shop drawings will be reviewed for general compliance with the design intent only. The Contractor is responsible for all dimensions, accuracy and fit of work. All shop drawings shall be reviewed by the contractor prior to submittal to the Structural Engineer. Drawings submitted without Contractor's review will be returned unchecked. Submit one reproducible copy and one blue line copy of shop drawings to the Structural Engineer for approval, for each of the following items: Concrete Reinforcement Structural Steel Prefabricated Wood Trusses (including design calculations, framing layouts, member sizes, materials and configurations and required temporary and permanent bracing, sealed by a Professional Engineer registered in the State of Indiana) PRODUCT DATA SUBMITTALS The Contractor shall submit for approval product data for the specific items listed below. Contractor shall not use products other than those submitted without the approval of the Structural Engineer. Submit two copies of manufacturers product data to the Structural Engineer for approval, for each of the following items: Concrete Curing Compound Concrete Joint Sealant Expansion Anchors(if used) Adhesive Anchors(if used) Non -Shrink Grout Wood Framing Connector Hardware FOUNDATIONS Foundation excavations and soil related work shall be performed in accordance with the geotechnical report number 216004 prepared by American Geotechnical Services dated March 9, 2001. Design Net Soil Pressure: Spread Footings: 2000 psf Continuous Wall Footings: 2000 psf Foundations and soils related work shall be inspected by a licensed Geotechnical Engineer. Written field reports shall be forwarded to the Structural Engineer as soon as they become available. Foundation conditions noted during construction, which differ from those described in the geotechnical report shall be reported to the Structural Engineer before further construction is attempted. CONCRETE Reinforced concrete has been designed in accordance with the Buildin Code Requirements for Structural Concrete (ACI 318) and Commentary (ACI 318R). Mixing, transporting, and placing of concrete shall conform to the latest edition of the Specifications for Structural Concrete for Buildings ACI 301. Ready -mixed concrete shall conform to the requirements of ASTM C94. In case of a discrepancy, the plans and specifications shall govern. Cement shall conform to ASTM C150, Type I. Fly ash (if used) shall conform to ASTM C618, Class C or F. The ratio of the amount (by weight) of fly ash to the amount of portland cement in the mix shall not exceed 25 percent. Normal weight aggregates shall conform to ASTM C33. Water -reducing admixtures shall conform to ASTM C494. Air -entraining admixtures shall conform to ASTM C260 and shall be certified by the manufacturer to be compatible with other admixtures. Calcium chloride admixtures or admixtures containing more than 0.1 percent chloride ions shall not be used. In cold weather conditions, mixing, placing, finishing, curing and protection of concrete shall be performed in accordance with the latest edition of ACI 306R, Cold Weather Concreting. In hot weather conditions, mixing, placing, finishing, curing and protection of concrete shall be performed in accordance with the latest edition of ACI 305R, Hot Weather Concreting. Use of construction joints at locations other than those indicated on the drawings shall be submitted to the Structural Engineer for approval. CONCRETE (cont.) Normal weight concrete shall be used in the following areas and shall have the properties as shown below: Max.Water/ Maximum Percent Design 28 -day Cement Allowable Entrained Compressive Ratio Slump (in.) Air Strength(psi) Footings 0.50 4 n/a 3,000 Entrance Platforms, 0.40 4 6(+/-1) 4,000* Retaining Walls, Curbs, Sidewalks and Slabs exposed to de-icers Slabs on grade 0.45 4*** n/a 3,500** * Minimum cement content = 6 sacks (564 lbs) per cubic yard. ** Minimum cement content = 5 sacks (470 lbs) per cubic yard. *** Maximum slump = 4 inches if plasticizers are not used, = 3 inches prior to addition of plasticizers. Note: Slump for pumped concrete shall be measured at point of discharge. CONCRETE SLABS ON GRADE Slabs on grade shall be constructed in accordance with the latest edition of the Guide for Concrete Floor and Slab Construction (ACI 302.113). Place concrete in a manner so as to prevent segregation of the mix. Delay floating and troweling operations until the concrete has lost surface water sheen or all free water. Do not sprinkle free cement on the slab surface. Provide curing of concrete slabs immediately after finishing using a sprayed on dissipating -resin liquid curing compound conforming to ASTM C309. All scuffs or abrasions to the curing membrane shall be recoated daily. Other curing methods may be used with approval by the Structural Engineer. Slabs on grade in office areas shall receive a smooth trowel finish, and be placed to achieve the following minimum tolerances: Overall values: FF = 25, FL = 15 Local values: FF = 15, FL = 10 Unless shown or noted otherwise, provide control or construction joints in slabs -on -grade at a maximum spacing of 36 times the slab thickness. Provide joints at all column locations. Locate joints to eliminate re-entrant corners and to create square or rectangular sections with maximum long side to short side ratio of 1.5 to 1. REINFORCING STEEL Reinforcing steel shall be deformed bars conforming to ASTM A615 and shall have a minimum yield strength of 60,000 psi. Reinforcing bar detailing, fabricating, and placing shall conform to the latest edition of the following standards: ACI 301, ACI 318 and ACI Detailina Manual (SP66). Reinforcing steel shall not be tack welded, welded, heated or cut unless indicated on the contract documents or approved by the Structural Engineer. Where lap splice lengths are not shown or noted, provide a Class "B" lap. WELDED WIRE FABRIC Welded wire fabric shall be smooth wire fabric conforming to ASTM A185. Fabric shall be supplied in flat sheets and lapped a minimum of one space plus 2 inches. Welded wire fabric shall be placed as follows, unless noted otherwise. Slabs on Grade:2 inches down from top of slab. CONCRETE TESTING Make one set of test cylinders in accordance with ASTM C31 for each day's pour and for each 100 cubic yards. Each set shall include one specimen tested at 7 days, 2 specimens tested at 28 days and one specimen retained in reserve to be tested at the direction of the Structural Engineer. Spare cylinder may be discarded 56 days after casting unless directed otherwise by the Structural Engineer. This set of test cylinders shall be protected against freezing. When the ambient temperature is expected to fall below 40 degrees during the course of a concrete pour or subsequent curing process, an additional set of concrete test cylinders shall be made and tested. These cylinders shall be stored immediately adjacent to, and cured under the game conditions as the building concrete. Special curing boxes are not permitted for these test cylinders. Forward copies of test results to the Architect, Structural Engineer, Ready -Mix supplier and Contractor within 24 hours after testing. MASONRY Concrete masonry has been designed in accordance with the latest edition of the Indiana Building Code. Concrete masonry shall consist of hollow units conforming to the requirements of ASTM C90, with a minimum net area compressive strength of 1900 psi. Concrete masonry assemblages shall have a minimum compressive strength (fm) of 1,500 psi at 28 days. Mortar shall be type S proportioned in accordance with ASTM C270. Grout for reinforced masonry shall be proportioned in accordance with ASTM C476. Coarse and fine aggregates shall conform to ASTM C404. Use coarse grout for all grouting. Provide 9 -gauge galvanized steel wire joint reinforcement in all masonry construction. Reinforcement shall be continuous and be lapped eight inches at splices. Cut reinforcement at all control and expansion joints. space reinforcement at 16 inches on center. Lintels shall bear a minimum of 8 inches onto supporting brick, unless noted otherwise. XPANSION ANCHOR Expansion anchors shall be carbon steel anchors as manufactured by Hilti Fastening Systems or an equivalent substitute approved by the Structural Engineer and shall be installed in conformance with the manufacturer's recommendations. Expansion anchors shall not be installed in concrete until it has attained its specified minimum 28 day compressive strength. ADHESIVEANCH_ORS Adhesive anchors shall be Hilti "HIT HY150" for solid substrate and Hilti "HIT HY20" for hollow substrate or an equivalent substitute approved by the Structural Engineer. Anchors shall be installed in conformance with the manufacturers recommendations by installers trained by the manufacturers representative. Minimum embedment depth shall be 8 bolt diameters unless noted otherwise. NON -SHRINK GROUT Grout shall be a non-metallic, shrinkage resistant (when tested in accordance with the latest edition of ASTM C827 or CRD -C621), premixed, non- corrosive, non -staining product containing Portland Cement, silica sands, shrinkage compensating agents and fluiditimproving compounds. Grout shall have a minimum compressive strength (f'c� of 5,000 psi in 28 days. STRUCTURAL STEEL - A Structural steel detailing, fabrication and erection shall conform to the AISC Specification for Structural Steel Buildings, latest edition with amendments, and the AISC Code of Standard Practice for Steel Buildings and Bridges. latest edition with amendments. Structural steel wide flange shapes shall conform to ASTM A572, Grade 50. Structural steel plates shall conform to ASTM A36, unless noted otherwise. Structural steel tubing shall conform to ASTM A500, Grade B. Anchor bolts shall conform to ASTM A36, unless noted otherwise. Welding procedures shall conform to the latest edition of the American Welding Society's Structural Welding Code for Steel ANSI/AWS D1.1. Welded connections using ASTM A572 steel as a base metal shall be made with E70XX Low Hydrogen electrodes. Unless otherwise shown or noted on the drawings, other welded connections may be made with standard E70XX electrodes. Structural steel shall be shop -painted with a rust inhibiting primer, unless noted otherwise on the drawings. Coordinate primer paint with the Architect for steel to remain exposed or to receive finish paint. Do not paint or galvanize surfaces to be welded. All abrasions to the shop finish shall be touched -up after erection is complete. For painted steel, use a primer equivalent to the shop paint. STRUCTURAL WOOD Structural wood shall be detailed, fabricated and erected in accordance with the latest editions of the Timber Construction Manual by the American Institute of Timber Construction (RITC) and the National Design Specification for Wood Construction by the American Forest and Paper Association (AFPA). Structural wood framing shall be No. 2 Southern Pine or better, except wall studs shall be stud grade Southern Pine or better, unless noted otherwise. Sill plates bearing on concrete or masonry shall be pressure -treated No. 2 Southern Pine or better. Nails and other wood fastenings, unless otherwise noted, shall conform to the latest edition of the National Design Specification for Wood Construction. Bolts and lag screws in connections of wood members shall conform to ASTM A307, unless noted otherwise. Standard cut washers shall be used between the wood and bolt head and the wood and nut. Truss hangers, hold-downs, and all other wood connectors shall be manufactured by Simpson Strong -Tie Company, or an equivalent substitute approved by the Structural Engineer. Install the exact quantity, size, material, type and finish of fasteners as indicated In the connector manufacturer's product data, unless specifically shown or noted otherwise on the drawings. PREFABRICATED WOOD TRUSSES Prefabricated wood trusses shall be designed, detailed, fabricated and erected in accordance with the latest editions of the Timber Construction Manual by the American Institute of Timber Construction (AITC), the National Design Specification for Wood Construction by the American Forest and Paper Association (AFPA) and in accordance with the National Design Standard for Metal Plate Connected Wood Truss Construction by the Truss Plate Institute (TPI). Temporary and permanent bracing of wood trusses shall be designed and installed in accordance with the latest editions of the TPI publications Bracing of Wooden Trusses. Specifications for Temporary Bracing of Metal Plate Connected Wood Trusses. and HIB -91 Commentary and Recommendations for Handling Installing and Bracing -Plate Connected Wood Trussed. Trusses shall conform to the geometry shown on the drawings. All overbuild areas shall be part of the engineered truss system and shall be designed and detailed on the truss shop drawings. Wood trusses shall be designed using the following allowable stress increase factors: Dead Load + Live Load: 1.15 Dead Load + Wind Load: 1.33 Dead Load + Live Load + Wind Load: 1.15 PLYWOOD Plywood panels shall be detailed, fabricated and erected in accordance with the latest criteria established by the American Plywood Association (APA) including the latest edition of the Plywood Design Specification and its Supplements. Plywood panels shall be identified with the appropriate trademark of the APA and shall meet the requirements of the latest edition of the U.S. Product Standard PS 1 for Construction and Industrial Plywood or the APA PRP -108 Performance Standards and Policies for Structural -Use Panels. Roof panels shall be installed with the long dimension (face grain) across the supports with panels continuous over 2 or more supports. Stagger panel end joints. End joints shall only occur over a support. Unless recommended otherwise by the panel manufacturer, provide a 1/8" gap between panel ends and edges. PERIMETER INSULATION Perimeter insulation shown on the structural plans is for general visual reference only. See the Architectural drawings and specifications for exact location, placement, thickness, and material requirements. DESIGN DATA The building structure has been designed in accordance with the latest edition of the Indiana Building Code. Roof Loads OFFICE AREAS Live Load 25 psf (or drift condition where applicable) Dead Loads 23 psf Snow Load Design Data 1. Ground snow load (Pg) - 20 psf 2. Snow exposure factor (Ce) - 0.7 3. Snow load importance factor (1) - 1.0 Wind Load Design Data 1. Basic wind speed - 75 mph 2. Wind load importance factor (1) - 1.0 3. Wind exposure - B main wind force resisting system) C components and cladding) Earthquake Design Data (UBC) 1. Seismic Zone - 1 2. Seismic zone factor (Z) - 0.075 3. Seismic importance factor (1) - 1.0 4. Soil profile type SE 5. Basic structural system and Seismic resisting system - wood stud bearing wall and wood shearwall 6. Ductility coefficient (R) - 5.5 7. Analysis procedure - Static force procedure U C �O C a U o U z Z a AALUo a Zv '•y D C4 a wa " W P-4040 o' LL F- H �40 N J O � Ah rn ICA ze T Z o Ci U tl.l 0 W Z� U O Z (- 0 N � a4 44,U U WW Z `� v� W " q � ae ;o�abe Q a ��c°w V Z \ p G. No. - -TE19900253. �i �NDIAN�.••'•G��`� rrrrl � �l CERTIFIED BY 0 Z a j3 4 mi - N Wa W 00 Lim O LAM W Z 00 W a a" a LU -� Z LU W 0 r W W a � a a " V REVISIONS SHEET NO. somi iOF7 9 M DATE: 03/12/00 DRAWN BY. RRC CHK'D BY: RGJ JOB NO. IN2000.0638 REVISIONS SHEET NO. somi iOF7 9 M F EXP. JOIN1 MATERIAL uo a TYPICAL INTERIOR COLUMN BASE/ FOOTING DETA SCALE: v-0" V MA PEF OR '. JT. MATERIA IL( 1 so.2 =E PLAN Ca ffR� INTERIOR EXTERIOR TYPICAL COLUMN ISOLATION JOINT DETAILS SCALE: NONE 6 so.2 M ,"'�, .. 1 4" (f) SAWED OR i - JOINT PREMOLDED JOINT SEALANT =N v d d Q w v d v v%a SLAB REINFORCING PER PLAN CONTRACTION JOINT TYPICAL SLAB ON GRADE CONTROL JOINT DETAIL 2� NO SCALE ��S 0.2 �;OX16' SMOOTH BAR ® 24" O.C. '/2x SLAB THICKNESS COAT OR WRAP TO PREVENT BOND. a' d d v Z d w a 4 w J a.. (n m SLAB REINFORCING PER PLAN CONSTRUCTION JOINT TYPICAL SLAB ON GRADE CONSTRUCTION JOINT DETAIL eloo, 3 NO SCALE O. NOTE: SEE NOTES ON S1.1 FOR LIMITAIONS ON LOCATIONS OF JOINTS. J z: FOOTING PER PLAN T FTG. EL. . d ..p .• D .DD. d a PER PLAN ° d 1>T/FTG. EL. OL PER PLAN b FOOTING PER PLAN • • • �•• '.d • .D •' ' P SIZE AND QUANTITY TO T FTG. EL. d MATCH LONGITUDINAL 1 , D ° P PER PLAN REINFORCEMENT P • . p 2 MIN. D D d 1'-0" M IN. 2'-0" LAP (TYPICAL) TYPICAL STEPPED FOOTING DETAIL SCALE: NONE 18" #4 x � loo ®12" 0. C. SIDEWALK PER ARCH 12" CMU W/ SOLID GROUTED CORES CONT. WALL FTG.— PER PLAN SECTION SCALE: 3/4"=V-0' 1/2 EXP. JT. MAT'L SLAB PER PLAN � I T SLAB OL PER PLAN INSULATION PER ARCH. DWGS. #5 ® 48" O.C. 4 So.2 5 SO.2 COLUMN i i i RRC CONCRETE INFILL RGJ 4 IN2000.0638 PER PLAN I I No� Z a "r' o o.'T� W o ��Q z° —oz Z z�,, C7 " j N ocxwad° EXP. JOINT W ,'�a a (� V1 U O PER PLAN �d�41 �q�� V�CL BASE R PER I I O Z� V oo COLUMN SCHEDULE I I I I � � ao U cc W W FIN. FLR. EL. �z,�v�� Y. �o� O (� p aq � V z C4 PER PLAN �! d I I I • ' ala NON -SHRINK GROUT I ' '/a LEVELINGe- OL T FTG. EL. SAME SIZE AS BASER PER PLAN 4• a. q 4 a a •.4 Q a ° Z w w tl Z� v q' v v a w W J ° a a d av v m C� 2 z o U ® a m w w0 cn J q CONC. FTG. PER PLAN L REINFORCING PER ANCHOR BOLTS FOOTING SCHEDULE PER COLUMN SCHEDULE (STRAIGHT OR HOOKED) a TYPICAL INTERIOR COLUMN BASE/ FOOTING DETA SCALE: v-0" V MA PEF OR '. JT. MATERIA IL( 1 so.2 =E PLAN Ca ffR� INTERIOR EXTERIOR TYPICAL COLUMN ISOLATION JOINT DETAILS SCALE: NONE 6 so.2 M ,"'�, .. 1 4" (f) SAWED OR i - JOINT PREMOLDED JOINT SEALANT =N v d d Q w v d v v%a SLAB REINFORCING PER PLAN CONTRACTION JOINT TYPICAL SLAB ON GRADE CONTROL JOINT DETAIL 2� NO SCALE ��S 0.2 �;OX16' SMOOTH BAR ® 24" O.C. '/2x SLAB THICKNESS COAT OR WRAP TO PREVENT BOND. a' d d v Z d w a 4 w J a.. (n m SLAB REINFORCING PER PLAN CONSTRUCTION JOINT TYPICAL SLAB ON GRADE CONSTRUCTION JOINT DETAIL eloo, 3 NO SCALE O. NOTE: SEE NOTES ON S1.1 FOR LIMITAIONS ON LOCATIONS OF JOINTS. J z: FOOTING PER PLAN T FTG. EL. . d ..p .• D .DD. d a PER PLAN ° d 1>T/FTG. EL. OL PER PLAN b FOOTING PER PLAN • • • �•• '.d • .D •' ' P SIZE AND QUANTITY TO T FTG. EL. d MATCH LONGITUDINAL 1 , D ° P PER PLAN REINFORCEMENT P • . p 2 MIN. D D d 1'-0" M IN. 2'-0" LAP (TYPICAL) TYPICAL STEPPED FOOTING DETAIL SCALE: NONE 18" #4 x � loo ®12" 0. C. SIDEWALK PER ARCH 12" CMU W/ SOLID GROUTED CORES CONT. WALL FTG.— PER PLAN SECTION SCALE: 3/4"=V-0' 1/2 EXP. JT. MAT'L SLAB PER PLAN � I T SLAB OL PER PLAN INSULATION PER ARCH. DWGS. #5 ® 48" O.C. 4 So.2 5 SO.2 ``\\``�11111111111��///i P�O\5 �/J/ice 0. .PE19900253. / IND IAN�.•w`G\�\�� /O NAL lllnll �` CERTIFIED BY U) J a W 0 0 z a z O V W U) DATE: 03/12/00 C RRC CHK'D BY: RGJ 4 IN2000.0638 • A o0 o Vo az, No� Z a "r' o o.'T� W o ��Q z° —oz Z z�,, C7 " j N ocxwad° Z vka ~ w T W ,'�a a (� V1 U O �d�41 �q�� V�CL 0 T Ww O Z� V oo z N ao U cc W W P4� � �z,�v�� Y. �o� O (� p aq � V z C4 a �! ``\\``�11111111111��///i P�O\5 �/J/ice 0. .PE19900253. / IND IAN�.•w`G\�\�� /O NAL lllnll �` CERTIFIED BY U) J a W 0 0 z a z O V W U) DATE: 03/12/00 DRAWN BY: RRC CHK'D BY: RGJ JOB NO. IN2000.0638 REVISIONS SHEET NO. SOm2 2OF7 F L © HSS44016 3i4 x 10" x 10" 4 - 3l4 0 HOOKED 0,-9" ur LuwMNJ. SEE SECTIONS FOR REQUIREMENTS AT TOP OF COLUMNS. HEX NUT 2 -#5 CONT. BOT. & WASHER FOR POST REQUIREMENT ®GIRDERS SEE DETAIL 9/S3.2. TOP OF CONCRETE w z �- o� 3" w= wz Muj m w J HEX NUT=2) -\I w FOUL THREADS HOOKED STRAIGHT TYPICAL COLUMN ANCHOR BOLTS v..i I v -v x v -o x I - I / - ff3 tA. WAY WALL FOOTING SCHEDULE MARK SIZE (W x D) FTG. REINF. REMARKS WR8 1'-6"x 1'-0" 2 -#5 CONT. BOT. 5. SLAB CONSTRUCTION JOINTS (IF NEEDED) MUST BE ORIENTED 11. FOR POST REQUIREMENT ®GIRDERS SEE DETAIL 9/S3.2. IN NORTH -SOUTH DIRECTION. 6. ALL WALLS BETWEEN WINDOWS ARE SHEAR WALLS EXCEPT AT SOUTHWEST (ANGLED) CORNER OF BUILDING. SEE DETAILS ON S3.3. 3ERATION 2. TOP OF EXTERIOR CONTINOUS FOOTING ELEVATION = 98'-0" (U.N.O.) tltIiINU KtIAININ(i WALLS. 10. _ INDICATES LOCATION OF CONTROL JOINTS IN CONCRETE WALLS. 3. TOP OF INTERIOR FOOTING ELEVATION = 99'-4" (U.N.O.) DISCONTINUE HORIZONTAL REINFORCEMENT 2" FROM JOINT AND 4. USE L31/2x 31/2x 1/4FOR BRICK LINTEL (U.N.O.) BEAR 8" ON BRICK EACH END. PROVIDE 3/4" DEEP "V" JOINT BOTH SIDES AND TOP. COORDINATE LOCATIONS WITH ARCHITECTURAL DRAWINGS. 5. SLAB CONSTRUCTION JOINTS (IF NEEDED) MUST BE ORIENTED 11. FOR POST REQUIREMENT ®GIRDERS SEE DETAIL 9/S3.2. IN NORTH -SOUTH DIRECTION. 6. ALL WALLS BETWEEN WINDOWS ARE SHEAR WALLS EXCEPT AT SOUTHWEST (ANGLED) CORNER OF BUILDING. SEE DETAILS ON S3.3. 7. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR LOCATIONS OF DOORS AND WINDOWS IN ADDITION TO OTHER INFORMATION NOT SHOWN ON THESE PLANS. 8. ® INDICATES 2x6 016" O.C. WOOD STUD WALL WITH BRICK VENEER. SEE DETAIL 1/S3.3 AND 4/S3.3 FOR CONNECTIONS. INDICATES SHEARWALL, SEE DETAILS 5, 7. AND 11 ON S3.3 FOR HOLDOWN AND NAILING REQUIREMENTS. INDICATES CONCRETE RETAINING WALL BELOW. z Wzz Z N aw at O CO) V1 uj W rc Z� O �x Gly ID �W W Z10 �Mo 4 V z a 0 z 6 C 6 C A 00 7 V��N zQNOU A4 N h o v� � E r F�1 z v Q >, D zgn pq Wa�N 0-0141.4 , &.4��4coo too zrn;. z�t Z ��a v p U O V z U 00 v p bo N o. TE19900253. CERTIFIED BY 0 z a � a � o z m Z LLl a a Vo �j _W am LAW.J un z Oo O W ~ as v o °� Z W �. r O 2 LLI M uu � 2 a a V DATE: 03/12/00 DRAWN BY: RRC CHWD BY: RGA .JOB NO. IN2000.0638 REVISIONS SHEET NO. Simi 3OF7 r L u►ntrNVV13L ROOF FRAMING PLAN SCALE: 1/8" = 1'-O" NOTES: 1. TRUSS BEARING ELEVATION = 111'-6" 2. VERIFY LOCATION AND WEIGHT OF ALL MECHANICAL UNITS WITH MECHANICAL PLANS. 3. DESIGN ALL TRUSSES AND TRUSS GIRDERS FOR 5.5 PSF NET UPLIFT FORCE. 4. SEE S1.1 FOR COLUMN SCHEDULE. 5. ROOF STRUCTURE SHALL CONSIST OF PRE-ENGINEERED TRUSSES SPACED AT 24" O.C. (UNLESS NOTED OTHERRWISE). 6. SEE DETAIL THIS SHEET FOR ROOF DIAPHRAGM NAILING PATTERN. 7. USE YZ 24/16 APA RATED PLYWOOD (TYP.) 8. USE SIMPSON H3 TIE FOR TRUSS TO WALL CONNECTION ALONG GRID LINES '1' AND WAND SIMPSON H1 TIE ALONG GRIDLINES 'A' & 'F'. SEE DETAILS 2/S3.3 AND 8/S3.3. a 29'-0" 112'-0112'-029'-0-0" OBLOCKED ROOF DIAPHRAGM O UNBLOCKED ROOF DIAPHRAGM 8d NAILS 4" O.C. ® DIAPH. EDGES 8d NAILS 6" O.C. ® DIAPH. EDGES 8d NAILS ® 6" O.C. ® PANEL EDGES 8d NAILS ® 6" O.C. ® SUPPORTED 8d NAILS ®12" O.C. ® FIELD PANEL EDGES. (SEE DETAIL 9/S3.3) 8d NAILS ®12" O.C. ® FIELD (SEE DETAIL 10/S3.3) ROOF NAILING DIAGRAM 44 z W zz Z , w a" IL _ � 25 O V� lu wui z� 0110) H- x (J) CID W I0 J SMO 0a V z a Z 00 CD c Uo°4� A,; c Q;X 00=4W C4 L_ yk�Q e T za a H��7pw6.4 zho ..y L CL T H� 0 U O U z V Wq �Q� � q v a �bo No. PE19900253. Q-. CERTIFIED BY z a J a. (07 z Oct2 Im LL LL O O w z a � a J o m W 4 V� u. U Oo �ul aN V= w� CO) =J W tu a 0 a V DATE: 03/12/00 DRAWN BY.. WJT CHWD BY: RGJ .JOB NO. IN2000.0638 REVISIONS— I SHEET NO. S2ml 4OF7 r 9" ,3" WALL STUDS PER PLAN BRICK PER---",.*, BOND BREAKER ARCH. #4 012" O.C. 30" m ma PLYWOOD 12" cJn 7J PER PLAN 100'-0" a ANCHOR BOLTS ° ° PER PLAN ° • MESH PER PLAN #4 ®18" O.C. • #4 012" 0. C. a .. 12'-0" A/ v / 100'-0" °#5 ®12" O.C. / AVOID HEAVY EQUIPMENT \��/\ / BEYOND THIS LINE Of L v a o 2" CLR-7–M- ° 2" CLR/ / 1 iv u -d / / #4 018" O.C. / #6 018- O.C. T FTG. / PER PLAN r v' (3) - #4 BARS EQUALLY SPACED (2) - #4 BARS 8" 1'-0" 2'-0" 3'-8" BRICK PER ARCH. PLYWOOD– PER PLAN 100'-0" 2 - #5 ANCHOR BOLTS PER PLAN— SEE DETAIL 1/S3.3 #7 0 9" O.C. HORIZ. EXTEND EACH END 50" INTO THE RETAINING WALLS (SEE PLAN THIS DETAIL FOR REQUIREMENTS) A PER (6)-#5, DOWEL EA. END 50" MIN. INTO ADJACEN #6 012" VERT. 2" 2x6 ®16" O.C. BOND BREAKER #4 012" O.C. 30" m 12" cn • D'v ° 121-011 m a J MESH PER PLAN \-14 012" O.C. ° a V 3" TYP. #6 012" O.C., HORIZ. • DOWEL EA. END 50" INTO THE RETAINING WALLS (SEE PLAN THIS DETAIL FOR REF.) a #6 012" O.C. VERT. p a. • D v 2" CLR p _ a • ° C D PLAN N.T.S. SEE 3/S3.1 FOR —#5 012" O.C. LIMITS FOR HEAVY EQUIPMENT U v BRICK PER ARCH. 2x6 0 16" O.C. BOND BREAKER 30" m m PLYWOOD—'----¢ a PER PLAN 12" v' U) FIN. FLR. EL. = 100'-0- 2 #5 00'-0"2-#5 •a • / / c*4rMSH PER PLAN / Q a D ° ° ° ANCHOR BOLTS . J 12" O.C. / PER PLAN 0" ° ° 12'-0" / a / #6 0 12" O.C. / D • / D / 2" CLR a 2" CLRV. / #5 012" O.C. a / / EA. WAY / a / Ole AVOID HEAVY EQUIPMENT / BEYOND THIS LINE. SEE SOILS REPORT FOR 1 BAKFILL REQUIREMENTS u- v el � a a • D / co L / CV #4 0 9" O.C. #6 09" O.C. T FTG. PER PLAN N (4) - #7 BARS a •a °. ° °. EQUALLY SPACED a (3) - #7 BARS 2'-4" 1'-2" 8'-6" EQUALLY SPACED 12'-0" n SECTION 1 SECTION 2 SECTION r 3 SCALE: 14 = 1'-0" S3.1 SCALE: � = 1'-0" S3.17 SCALE: J/4 = 1'-0" S3.1 d-\ T/WALL SECTION 4 SCALE: 3/4 = 1'-0" S3.1 N OTE: \...00 AT THE INTERFACE BETWEEN THIS WALL AND RETAINING WALL AT BUILDING PERIMETER DISCONTINUE ALL REINFORCING STEEL AND PROVIDE A 1/2" JOINT. L 9" ,3" 2x6 016" O.C. BRICK PER BOND BREAKER ARCH. ,/ / #4 012" O.C. 30" m m PLYWOODa Q PER PLAN 12" 0 N 9• 3" OIL FIN. FLR. EL, " 100-0 , °• a a ° 2x6 016" O.C. r\ a I i BRICK PER BOND BREAKER a > N MESH PER PLAN ARCH. ANCHOR LILTS PER PLAN 0" ° �° " #4 ®12" O.C. #4 ®12" O.C. 30 m m SEE DETAIL 1/S3.3 PLYWOOD a a ° 12'-0" 12" N N • PER PLAN V. FIN. FLR. EL. - tD #5 ®12" O.C. 100'-0"" • . a ° � v a MESH PER PLAN ANCHOR BOLTS° J " PER PLAN 0" ° #4 012 O.C. SEE DETAIL 1/S3.3 12'-0" p #5 ®12" O.C. a / / #4 012" O.C. EA. WAY x .. / AVOID HEAVY EQUIPMENT o #4 012" O.C. / AVOID HEAVY EQUIPMENT / BEYOND THIS LINE. 1 / BEYOND THIS LINE. 2"CLR ° 2"CLR / SEE SOILS REPORT FOR c° / SEE SOILS REPORT FOR BAKFILL REQUIREMENTS ° / / BAKFILL REQUIREMENTS Z O ,;_' #5 012" O.C. N � / / #4 012" O.C. cl / #5 011" O.C. iv D / #6 ®12" O.C. (3) - #6 BARS T FTG. ' T FTG. / ob EQUALLY SPACED PER PLAN i a PER PLAN a o co (3) - #6 BARS 1 ° p, #5 BARS EQUALLY SPACED ° EQUALLY SPACED t r " • " . i • " 1-8 1 -0 5-0 (2) - #5 BARS 1 -0 1-0 3-6 (3) - #6 BARS 5'-6" EQUALLY SPACED 7'-8" SECTION 5 SECTION 6 SCALE: �4 = 1'-0" S3.1 J SCALE: �; = 1'-0" S3.1 z N a UJ z �■ 0 N aw N 01 V� W wa Z F.. 0 y F- z cc GoUA Z^J ch 0 0 4 a 0 Z •A��C UNo� z o a"M 0 ` u ~ remit R Q V � z py D Zp` vik °o �� '..1 z h y A �► v� ZR T CL zvU 0 V z U M�1 •°� � u c'�i q'eo `0 will0111111 O�S E'iP f0 .PEI 9900253. CERTIFIED BY a w cl z a z 0 V Lu U) 0 z Q Q J o D z z Im w I°a 00 LLI UA UA 00 mj LN as V= .w ww r UJ W V a V DATE: 03/12/00 DRAWN BY: WJT CHK'D BY: RGJ .JOB NO. IN2000.0638 REVISIONS SHEET NO. S301 5OF7 LJo9 ZMES 'ON 133 HS SNOISVA3N K90'000ZN1 'ON eor rob -AEI QNHO .iron )W NMVM0 oo/z Uco :3-LVa n a � ic rn m r CA) �, rn 0 N 1r 00 on 00 rn zC v >r z t7 M m 0 0 z Z v v m r ch AS 031311Z133 �SZ006613d s'. 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" STAGGER 5" MIN. • q oo c 4 V�m�� PLYWOOD PER PLAN Z Z O N o 2 24 e4 aaMs LIJ z� Za GABLE BY TRUSS GIRDER �"' Q ''' `-''1 .. ON TIE PER PLAN �� a 1 (ONE ® EA. TRUSS) TRUSS BRG. TRUSS MFR I BY TRUSS MFR Z N v� N A DOUBLE STUDS 5 11' 6" TRUSS GIRDER BY p4 a AT HOLD DOWNS TRUSS MFR. W (TYPICAL) 2x6 7 I a �1� m WOOD TRUSSES 0 24" O.C. 2- 8d TOE NAIL BY TRUSS MFR. SIMPSON CCO COLUMN z � CAP. COORDINATE SIZESIMPSON CCO. COORDINATE SIZE I 3/16 N y 04-8d TOE NAIL (3) - 2x6 TOP PLATE WITH TRUSS MFR. WITH TRUSS MANUFACTURER. i O 1 A �% x a 3 20d ®8" O.C. STAGGER 2x6 ®1s" O.C. ! , " I , " R �4x 51/2x 10 � I I /20 A307 BOLT EACH SIDE i UJ w O ' 3 - 2x6 HEADER (ALT. PENETRATION) /2 PLYWOOD COLUMN PER PLAN I I 2x6 PRESSURE TREATED 5/8" A307 ANCHOR BOLTS BOTTOM PLATE W/ i 3/16 4" x 4" Z F— V (3) 2x6 TOP PLATES STAGGER SPLICES N 77 1 .. ANCHOR BOLT. DOUBLE 2x6 32" O.C. 6" MIN. EMBED. SEE 1/S3.3. O Y, BEARING STUDS 0 2-8d TOE NAIL EACH FACE ' ' ~ z SECTI ON A '/4 STIFFENER PLATES EACH BRICK PER ARCH. c V 2x6 0 2-8d NAIL SEALANT PER ARCH. DWGS. ! SIDE OF BEAM ABOVE COLUMNS AND UNDER TRUSS GIRDER 6 �� SLAB PER PLAN cc 1 - #5 CONT. ' W1 4x22 W W �Tti q 0 8d NAIL ©6 O.C. (STAGG.) _ 1+1 R 2x6 STUD i i ®16" O.C. �/4 x 5�/Z x7 TYP. y q, - .i•:.: i � i 12" CMU -GROUT TOP I (2)-I'4 0 A307 O Co Q � 0. C� W ' COURSE SOLID. GROUT i BOLTS, TYP. a ``�� OTHER COURSES SOLID i Z AT REINFORCING ONLY. fj TYP. 3 i 2x6 FILLER !: /16 i HILTI 14 SCR " •,..... 5 ®48" O.C. GRANULAR FILL �... ;•';.�; % # — EW ®8 O.C. II �{ 4 pt��.� :> (STAG) I WINDOW OPENING z hilil 1, 'InN� INSULATION PER ARCH. I� p„ TRUSS GIRDER BY "(SEE ARCH.)COLUMN PER PLAN COLUMN PERP HOLD DOWN 2x6 FILLER o . TRUSS MFR. iPER PLAN x6 BOTTOM PLATE CONT. WALL FTG. PER PLAN CO S3.1 5'-4" LAN�. �q:i IIi N it l (PRESSURE TREATED) COLUMN CAP SEE DETAIL 2/53.3 2'-11" -11YAND 7/S3.3 " COLUMN PER PLAN I I " \�� i►i,,, 1 5 -11 SECTION SECTION 2 1 SECTION 3 No. SECTION =� - SCALE: 1/2 = 1'-O" S3 3 SCALE: i4 = 1'-O" S3.3 SCALE: �4 = 1'-0" " _ " �� :PE19900253 S3 3 SCALE: /2 • • 53• '�i��'' •.SND IAMA • ''�� ' GABLE TRUSS BY CERTIFIED BY TRUSS MFR. A SEE DETAIL 5/S3.2 SIMPSON PA51, FOR NAILING 9 - 16d NAILS PER HOLDOWN. 2 - 2x6 FLAT BLOCKS (2) - 2x6 STUD 1 - #5 CONT. 1z STRAP LENGTH TO TRUSS EACH BLOCK SEE DETAIL 5/S3.2 FOR NAILING EACH END (2) -2x6 STUD TRUSSES PER PLAN SLAB PER PLAN .v BRICK AND SHEATHING 2 - 2x6 FLAT BLOCKING PLYWOOD PER PLAN NOT SHOWN FOR CLARITY i SIMPSON PHD-SDS3LZ Q ...� (ANCHOR EMBED. = 8") (2) -2x6 POST ®HEADERS 0 Z - / I•, 2x6 BOTTOM PLATE 12" CMU - GROUT TOP COURSE SOLID. GROUT 0 (PRESSURE TREATED) Z OTHER COURSES SOLID 2 - SIMPSON MST-72 STRAPS 3 - 2x6 TOP PLATE 2 - SIMPSON MST-72 STRAPS PLACED SIDE BY SIDE. TRUSS BY TRUSS ;.•.: AT REINFORCING AND STAGGER LOCATION OF MANUFACTURER PLACED SIDE BY SIDE. GRANULAR FILL HOLD DOWNS. SPLICES BY 1/2 THE LENGTH —PLYWOOD PER PLAN STAGGER LOCATION OF mi m CMU OR CONCRETE OF THE STRAP. ALIGN SPLICES BY 1/2 THE LENGTH INSULATION PER ARCH. "''•' c RETAINING WALL WITH TOP PLATES. PLACE 1 2x6 ®16" O.C. OF THE STRAP. SIMPSON TIE TRUSS BY Q� ■ a • FULL WIDTH OF OPENING AND PER PLAN TRUSS MFR. t_, Wj ° ' EXTEND PAST OPENING AS 2 - 2x6 AT CONT. WALL WALL FTG. PER PLAN a . #5 ® 48" O.C. SHOWN IN SECTION 'A' T EDGE OF OPENING 11 0 (3) - 2x6 LUw 0 . 2x6 ®16" O.C. TOP PLATES Q USE THIS DETAIL ALONGi 1 " CMU OR CONCRETE PLYWOOD —3 - 2x12 W/ (2 PLYWOOD SPACERS SECTION A RETAINING WALL USE u W GRID LINES 1 AND 3 THIS DETAIL ALONG PER PLAN 2x6 ®16" O.C. � O � L50x% GRID LINES A AND E Z mi uu (LLV) 3 - 2x6 POST -SEE DETAIL 4/S3.2 • SECTION 5 SECTION Q a a" FOR NAILING. EXTEND ONE 2x6 s SECTIONSECTIz TO THE TOP PLATES. 7 8 U) SCALE: �4 = 1'-0" S3. � SCALE: �4 = 1'-O" SCALE: �4 = 1'-0" " � " ""' S3.3 S3.3 SCALE: �4 = 1,-Om S3.3 Z L) owo PANEL EDGE O Lu c 0 6w O.C. FIELD ® 12" O.C. 1/2' PLYWOOD PROVIDE 2x6 BLOCKING � 3-2x6 TOP PLATES � � W AT EDGES OF PLYWOOD .7—FIELD ® iu 12" O.C. TRUSS 'zo 2 Ix ® 24" O.C. 4 2x6 BLOCKS V o AT EDGES OFact PLYWOOD .... ................ F V • o DIAPHRAGM EDGE 2X6 ®16" O.C. • AND PANEL EDGE j ® 6" O.C. 8d NAIL 12" O.C. (TYP.) /,,,,-PLYWOOD 06 w 0 PER PLAN FOR HOLDOWNS SEE DETAILS 5 AND 7 ON DATE: 03/12/00 . SHEET S3.3. USE DETAIL DRAWN BY: RRC WALLS AND DETAIL 5 AT CHK'D BY: RGJ 7 AT NORTH AND SOUTH z EAST AND WEST WALLS • JOB NO. IN2000.0638 8d NAIL 2" O.C. NORTH AND SOUTH WALLS. REVISIONS .y DIAPHRAGM EDGE 2x6 BOTTOM PLATE 8d NAIL ® 4" O.C. EAST ® 4" O.C. PRESSURE TREATED AND WEST WALLS. (TYPICAL) PLYWOOD PER PLAN CONTRACTOR NOTE: SHEETING MAY BE ORIENTED 0 HORIZONTALLY. W J BLOCKED ROOF DIAPHRAGM 9UNBLOCKED SHEET NO. ROOF oBLOCKED SHEAR WALL ri1 SCALE: �/2 = 1'-0" 53.3 SCALE: '/2 = 1'-O" 1 " " S3m3 NOTE: SEE PLAN FOR LOCATION 53.3 SCALE. /2 = 1 -0 S3.3 NOTE: SEE PLAN FOR LOCATION NOTE: SEE PLAN FOR LOCATION 7 OF 7 r L o, t i 7 ' A 00 O c Ud�C40 Z zg%A 0 c%i a o w N W v „►.a E Z ~a zv-0 Z N a'o zW Q W O -ml a �+ CL 2 N a�< O l Wk lu V � z v O U W� O ZN V O z 1 2 Cf) o V �W � W M)W 12 to Z to CC �o O �C W V *':AR19700044 * STATE OF CER ED BY Z a J a 0 Z a � a to Wa V0 LLILLI W Oo J w as o� W 2$2 mi W 2 cc � a a c� DATE: 04/1%1 DRAWN BY: J1ea CHK'D BY: 1w JOB NO. IN2000.0630 REVISIONS SHEET NO. Alml 1 OF -1 r ROOF -PLAN=\ _ o L D.S. D.B. D.B. a N U �ONQ C fYi W) u O v W o2 _ �zv� Z � D a N as N Omni �5 ol wl CL V� Z U We O ZN U o z �2 �o U CCU 0-4� W� Z 18)� rft o a � Um V z a ='4 No. * AR19700044.= VAR. W IT CERTIFlED bY C) Z a 0 a J .J m — a ui W J V. Ed ou 00 JJ z a J— IL 0� I co) 0 0 JW W 2 � a C) a V REVISIONS SHEET NO. Alm2 1 2OF1 DATE: 04A8/O1 DRAWN BY: JR5 CHWD BY: FmF JOB NO. I IN2000.0638 REVISIONS SHEET NO. Alm2 1 2OF1 r L2'-O"moi SCALE: 1/4" - 1'-0" 1 -2' -O" -l- 8'-O" I"?' -O" SCALE: 1/0" - 1'-0" JDGE !IDG 124'-8 L .. . MATERIALS LEGEND FIBERGLASS SHINGLES: OWENS CORNING, SUPREME 30 WEATHERED WOOD (GRET/bROWN BLEND) F2] ALUMINUM GUTTER (WHITE) F3] PRE -FINISHED ENGINEERED WOOD FASCIA (WHITE) F4] BRICK SOLDIER COURSE (DEEP RED W/ IRON FLECKS) LIMESTONE QUOINS AND WINDOW CAPS (WHITE) ALUMINUM WINDOWS (WHITE POWDER COAT) F-11 FACE BRICK (DEEP RED WITH IRON FLECKS) ALUMINUM DOWNSPOUTS (WHITE) a9 POURED CONCRETE WALL LIMESTONE CAP 11 PAINTED ROUGH -SAWN CEDAR SHADOW BOX FENCE 12 EMS: PEBBLE FINISH (OYSTER WHITE) 13 6" VINYL SIDING (WHITE) 14 N.M. INSULATED DOOR (DOOR t FRAME - WHITE) F-7-1 CONTROL JOINT 16 CONTINUOUS RIDGE VENT z W Z i- - W a O m a W Z O W Z y o p IL V z a R a .� FAGk,. N0. * AR19700044 STATE OF H a W J W DATE: 04AS101 a Z JR5 CHWD BY: a a IN2OOOb36 2 Z - 50 Ja —O �j ad ZN O= W LLcs) O a W � a 0 DATE: 04AS101 DRAWN BY: JR5 CHWD BY: FMF JOB NO. IN2OOOb36 REVISIONS SHEET NO. All 3OF-I r 1"x PRE -FIN. HARDBOARD TRIM 42" 0 VINYL LOUVER SECURED TO END TRUSS RAFTS R VINYL 51DING OVER � — SHEATHIING 4 END TRUSS RAFTER W/ VERTICALS SUPPORTS g 24" OC, v ASPHALT 5HINGLES OVER 2 LAYERS 15" FELTS 1"x PRE -FIN. HARDBD. TRIM PREFINISHED METAL GUTTER E DOWNSPOUT TRU55 5RG. EL. itz,•� 34' EXT. PRE -FIN. VENTED HARDBOARD TRIM 1"x PRE -FIN. HARDBD. TRIM BRICK 5OLDIER COURSE m CUT STONE TRIM LINTEL HT. EL. 108'-S" CONTROL JOINT CUT STONE QUOINS W/ yF QUIRK MITER CONCRETE SIDEWALK --� FIN. FL. EL. 100'-0" L , 1W I'-4,)`" SHEATHING FACE BRICK LINE ON BRICK BELOW CUT STONE QUOINS- 12 UOINS- 12 4 7` 1/2" EXT. PLYWOOD DECK ON TRUSS RAFTERS IN 2'-0" OC, n n nn nnnnn BLOWN N INSUL. (R-38 1 TP-) 3 - 2"x w" TOP PLATES 2"x4" W D LADDER t' SHEATH G BD. 4 WEATHER _ BARRIE ( TYVEK ) 2"x6" OOD STUDS * 16' OC. W/ iia' 1 PSUM BD. 4 6" BATT 1- 11 4 11" 3%" P14412" 412» SCALE: l j'- I' -O" 2"x6" WOOD 5TUD5 * I6" OC. W/ 5/8" GYPSUM BOARD OVER 6 MIL. VAPOR BARRIER < 6" BATT INSULATION Ind' AIR SPACE--' �" SHEATHING --'—`— FACE BRICK }�• 0 n CONTROL JT. NORTH t SOU END LINE ON BRICK BELOW CUT STONE QUOINS — 11" 36/8• ) 5 •• gi » SCALE: iY-I'-O" 2"xb" WOOD STUD$ * I6" OC, W/ 5/8" GYPSUM BOARD OVER 6 MIL. VAPOR BARRIER t 6" BATT INSULATION 36" PRE-MANUF. PLASTIC INSULATION 04/18/01 I JRB STOP BETWEEN TRUSSES FMF A3.1 4 2"xb" WOOD STUDS* I6" O.C. INSTALL ICE DAM WITH GRANULAR �i WWI All o W/ %' GYPSUM BD, OVER 6 MIL. OWENS CORNING SUPREME 30 ASPHALT SHINGLES VAPOR BARRIER4 6" BATT INSULATION OVER 2 LAYERS 15* FELTS 2"xb" TREATED PLATE ON TRU55 RAFTERS * 2'-0" OC, B • WEATHER BARRIE SILL SEALER W/ %' x 10" 12 )5" 24/6 APA RATED I A3.1 ANCHOR BOLTS * 4'-0" O.C. l TYVEK) PLYWOOD SHEATHING ON 4 �— SEALANT WOOD ROOF TRUSSES ... DRIP FLASHIN 4" CONC. SLAB W/ 6"x6" T ,AS. I ( (R-38 TYP.) FACE BRICK W/ GAL V. PREFINISHED META i GUTTERS � r n n n TIES * 16" O.C. VERr. I"x PRE -FIN. ' n VENTED HARDBOA HARDBD. TRIM ----- t 24" OC. HORIZ � 3 - 2"xb" 70P PLATES -l✓ ` I I ■ o HARDBOARD TRIM -I I I-1 I I 2"x4" WOOD LA EL. BRICK SOLDIER CO i l l l l l i ' 2"xb" TREATED PLATE ON III FULL IN A.B. CEILING ' SHEATHING BOAFR t AS. 1 SILL SEALER W/ % x 10" CUT STONE TRIM _ ACOUSTICAL TILE ( BLOWN IN INSU ' • ANCHOR BOLTS * 4'-0" O.C. _ i (R-38 T1'P.) EL. 110'-8" SEALANT METAL FLASHING W/ 2 'S BARS CONT. 3 - 2"x8" WOOD i SEALANT ►43,1 y4' EXT. PRE -FIN. SPACERS WITH WEEP HOLES i VENTED 14ARDBOA 4" GONG. SLAB W/ 6"xb" * 24" O.C. TRIM W1. YWI.4 WWF. OVER b MIL. FINISH GRADE I PLATES � i VAPOR BARRIER ON MIN. 6" COMP. GRAN. FILL FIN. FL. _ HARDBOARD TRIM EL. 100'-0" _ ` 2"x4" WOOD LADDER BRICK SOLDIER COJRSE - I �I (IIIIIIIIIIIII CEILING • I I-1A.B. B OGK i 11=1 -III ACOUSTICAL TILE CEILING . . III I=III=1 I •' I I I 1�" RIGID STTRO- I FOAM INSUL. (R-1.5) -III I I=1 • , I 12'x8"x*' CON-. BILK • • 12" x 18" CONT'. CONC. FTG. 00 W/ 2 15 BARS CONT. SECTION 2 SCALE: 3/4" -I' -O �3_ N • f. �L on mo /I 1FM dp 11" 3%" P14412" 412» SCALE: l j'- I' -O" 2"x6" WOOD 5TUD5 * I6" OC. W/ 5/8" GYPSUM BOARD OVER 6 MIL. VAPOR BARRIER < 6" BATT INSULATION Ind' AIR SPACE--' �" SHEATHING --'—`— FACE BRICK }�• 0 n CONTROL JT. NORTH t SOU END LINE ON BRICK BELOW CUT STONE QUOINS — 11" 36/8• ) 5 •• gi » SCALE: iY-I'-O" 2"xb" WOOD STUD$ * I6" OC, W/ 5/8" GYPSUM BOARD OVER 6 MIL. VAPOR BARRIER t 6" BATT INSULATION 36" PRE-MANUF. PLASTIC INSULATION 04/18/01 B 12 JRB STOP BETWEEN TRUSSES FMF A3.1 4 2"xb" WOOD STUDS* I6" O.C. INSTALL ICE DAM WITH GRANULAR FACE TO MEET ASTM D1910 o W/ %' GYPSUM BD, OVER 6 MIL. OWENS CORNING SUPREME 30 ASPHALT SHINGLES VAPOR BARRIER4 6" BATT INSULATION OVER 2 LAYERS 15* FELTS 2"xb" TREATED PLATE ON TRU55 RAFTERS * 2'-0" OC, B WEATHER BARRIE SILL SEALER W/ %' x 10" 12 )5" 24/6 APA RATED I A3.1 ANCHOR BOLTS * 4'-0" O.C. l TYVEK) PLYWOOD SHEATHING ON 4 �— SEALANT WOOD ROOF TRUSSES 131'8' AIR SPACE DRIP FLASHIN 4" CONC. SLAB W/ 6"x6" T ,AS. I ( (R-38 TYP.) FACE BRICK W/ GAL V. PREFINISHED META i GUTTERS � r n n n TIES * 16" O.C. VERr. I"x PRE -FIN. ' n VENTED HARDBOA HARDBD. TRIM ----- t 24" OC. HORIZ � 3 - 2"xb" 70P PLATES -l✓ ` I I TRUSS BRC. o HARDBOARD TRIM -I I I-1 I I 2"x4" WOOD LA EL. BRICK SOLDIER CO i l l l l l i ' 2"xb" TREATED PLATE ON III FULL IN A.B. CEILING ' SHEATHING BOAFR t AS. 1 SILL SEALER W/ % x 10" CUT STONE TRIM _ ACOUSTICAL TILE ( BLOWN IN INSU ' • ANCHOR BOLTS * 4'-0" O.C. _ (R-38 T1'P.) EL. 110'-8" SEALANT METAL FLASHING W/ 2 'S BARS CONT. 3 - 2"x8" WOOD _ �4 SEALANT ►43,1 y4' EXT. PRE -FIN. SPACERS WITH WEEP HOLES VENTED 14ARDBOA 4" GONG. SLAB W/ 6"xb" * 24" O.C. TRIM W1. YWI.4 WWF. OVER b MIL. FINISH GRADE 3 - 211x6" TOP PLATES I"x PRE -FIN. VAPOR BARRIER ON MIN. 6" COMP. GRAN. FILL FIN. FL. _ HARDBOARD TRIM EL. 100'-0" _ ` 2"x4" WOOD LADDER BRICK SOLDIER COJRSE - I �I (IIIIIIIIIIIII CEILING • I I-1A.B. B OGK i 11=1 -III ACOUSTICAL TILE CEILING . . III I=III=1 I •' 2"W' WOOD STUDS * 16" OC. W/ %' GYPSUM BD. OVER 6 MIL. VAPOR BARRIER ! 6" BATT INSULATION 36" PRE-MANUF. PLASTIC INSULATION STOP BETWEEN TRUSSES INSTALL ICE DAM WITH GRANULAR--,, FACE TO MEET ASTM D1910 OWENS CORNING SUPREME 30 ASPHALT SHINGLES OVER 2 LAYERS 15" FELTS )5" 24A& APA RATED PLYWOOD SHEATHING ON WOOD ROOF TRU5SE5 TRUSS RAFTERS * 2'-0" OC,-\ DRIP FLASHING PREFINIS14ED METAL GUTTER$ -- - 1"x PRE -FIN. r HARDBD. TRIM TRUSS BRC. EL.III'-6" — 14' EXT. PRE -FIN. VENTED HARDBOARD TRIM 3/ TiMAS. EL. 110'-S" i"x PRE -FIN. HARDBOARD TRIM SOLDIER COURSE BRICK FACE BRICK--- L5 r BLOWN IN INSUL. ! R■38 J 93/4" 31's" 5" »'w �` 5/a" 3 _ 2"xb" TOP PLATES 2"x4" WOOD LADDER 2 "x6" WOOD STUDS * 16" O.C. W/ 5/8" GYPSUM BOARD OVER 6 MIL. VAPOR BARRIER 4 6" BATT INSULATION =11111IMMM SCALE: lyz'■I'-O" ' 043.1 36" PRE-MANUF. PLASTIC INSULATION STOP BETWEEN TRUSSES INSTALL ICE DAM WITH GRANULAR FACE TO MEET ASTM 01910 OWENS CORNING SUPREME 30 ASPHALT SHINGLES OVER 2 LAYERS 150 FELTS TRUSS RAFTERS * 2'-0" OC, 04/18/01 B 12 JRB Y" 24/6 APA RATED FMF A3.1 4 2"xb" WOOD STUDS* I6" O.C. PLYWOOD SHEATHING ON WOOD ROOF TRUSSES o W/ %' GYPSUM BD, OVER 6 MIL. DRIP FLASHIN VAPOR BARRIER4 6" BATT INSULATION SHEATHING BOA 2"xb" TREATED PLATE ON GU'rTE RS nnn WEATHER BARRIE SILL SEALER W/ %' x 10" � HARDBD. TRIM ----- I ANCHOR BOLTS * 4'-0" O.C. l TYVEK) EL. SEALANT 131'8' AIR SPACE (BLOWN IN INSUL. 4" CONC. SLAB W/ 6"x6" T ,AS. I ( (R-38 TYP.) FACE BRICK W/ GAL V. I - i �9 VAPOR BARRIE TIES * 16" O.C. VERr. _ VENTED HARDBOA FILL t 24" OC. HORIZ � 3 - 2"xb" 70P PLATES I"x PRE -FIN. -' o HARDBOARD TRIM -I I I-1 I I 2"x4" WOOD LA DER BRICK SOLDIER CO i l l l l l i ' 2"xb" TREATED PLATE ON III FULL IN A.B. CEILING ' SHEATHING BOAFR 1 SILL SEALER W/ % x 10" CUT STONE TRIM _ ACOUSTICAL TILE CEILING FLASHING - ' • ANCHOR BOLTS * 4'-0" O.C. _ STEEL ANGLE LINTS SEALANT METAL FLASHING W/ 2 'S BARS CONT. 3 - 2"x8" WOOD HEADERS SEALANT ►43,1 W/ Yz' PLYWOOD SPACERS WITH WEEP HOLES 4" GONG. SLAB W/ 6"xb" * 24" O.C. W1. YWI.4 WWF. OVER b MIL. FINISH GRADE VAPOR BARRIER ON MIN. 6" COMP. GRAN. FILL FIN. FL. _ EL. 100'-0" _ _ -LII=1I •. • �r�r.--�.-�.:t - I �I (IIIIIIIIIIIII • I I-1A.B. B OGK 1=1 III 11=1 -III I . . III I=III=1 I •' I I I 1�" RIGID STTRO- I FOAM INSUL. (R-1.5) -III I I=1 • , I 12'x8"x*' CON-. BILK • • 12" x 18" CONT'. CONC. FTG. W/ 2 15 BARS CONT. SECTION 2 SCALE: 3/4" -I' -O �3_ 36" PRE-MANUF. PLASTIC INSULATION STOP BETWEEN TRUSSES INSTALL ICE DAM WITH GRANULAR--,, FACE TO MEET ASTM D1910 OWENS CORNING SUPREME 30 ASPHALT SHINGLES OVER 2 LAYERS 15" FELTS )5" 24A& APA RATED PLYWOOD SHEATHING ON WOOD ROOF TRU5SE5 TRUSS RAFTERS * 2'-0" OC,-\ DRIP FLASHING PREFINIS14ED METAL GUTTER$ -- - 1"x PRE -FIN. r HARDBD. TRIM TRUSS BRC. EL.III'-6" — 14' EXT. PRE -FIN. VENTED HARDBOARD TRIM 3/ TiMAS. EL. 110'-S" i"x PRE -FIN. HARDBOARD TRIM SOLDIER COURSE BRICK FACE BRICK--- L5 r BLOWN IN INSUL. ! R■38 J 93/4" 31's" 5" »'w �` 5/a" 3 _ 2"xb" TOP PLATES 2"x4" WOOD LADDER 2 "x6" WOOD STUDS * 16" O.C. W/ 5/8" GYPSUM BOARD OVER 6 MIL. VAPOR BARRIER 4 6" BATT INSULATION =11111IMMM SCALE: lyz'■I'-O" ' 043.1 36" PRE-MANUF. PLASTIC INSULATION STOP BETWEEN TRUSSES INSTALL ICE DAM WITH GRANULAR FACE TO MEET ASTM 01910 OWENS CORNING SUPREME 30 ASPHALT SHINGLES OVER 2 LAYERS 150 FELTS TRUSS RAFTERS * 2'-0" OC, 04/18/01 B 12 JRB Y" 24/6 APA RATED FMF A3.1 4 2"xb" WOOD STUDS* I6" O.C. PLYWOOD SHEATHING ON WOOD ROOF TRUSSES W/ %' GYPSUM BD, OVER 6 MIL. DRIP FLASHIN VAPOR BARRIER4 6" BATT INSULATION PREFINISHED META 2"xb" TREATED PLATE ON GU'rTE RS nnn 1"x PRE -FIN. SILL SEALER W/ %' x 10" � HARDBD. TRIM ----- I ANCHOR BOLTS * 4'-0" O.C. TRUSS BRG. EL. SEALANT 1'-4 (BLOWN IN INSUL. 4" CONC. SLAB W/ 6"x6" T ,AS. I ( (R-38 TYP.) EL. 110'-6" WI.4MI.4 WJHF. OVER 6 MIL. I - �9 VAPOR BARRIE j4' EXT. PRE -FIN. _ VENTED HARDBOA FILL TRIM •..� � � 3 - 2"xb" 70P PLATES I"x PRE -FIN. -' o HARDBOARD TRIM -I I I-1 I I 2"x4" WOOD LA DER BRICK SOLDIER CO i l l l l l i ' • • •• : � III FULL IN A.B. CEILING ' SHEATHING BOAFR 1 1}¢' RIGID STYRO- CUT STONE TRIM _ ACOUSTICAL TILE CEILING FLASHING - ' • 12"x8"xlb" CONC. BLK. _ STEEL ANGLE LINTS 12" x 18" CONT. CON-. FTG. W/ 2 'S BARS CONT. 3 - 2"x8" WOOD HEADERS SEALANT ►43,1 W/ Yz' PLYWOOD SPACERS A8' AIR SPACE �" SHEATHING BOA -� 4 WEATHER BARRIE ( TTVEK ) FACE BRICK W/ GA V. TIES * I6" O.C. VE 4 24" O.C. HORIZ. r METAL FLASHING WITH WEEP HOLES * 24" O.C. FINISH GRADE FIN. FL. _ EL. 100'-0" 67 ALUM. WINDOWS W/ i" INSUL. GLAZING z � a W z Z^ a" uj 0. O V� w Wa Z �- 'oo rz W Z�� SMO O a V z _a z c v� Coro, C U U%pco � 1�-�j W/wi U *04 w N m �0-4 zM� ZW►�io z�.. �A r zp•l Z o U 0 V z V A \\\\Jill fill////� FACk `�. 4EoisTEgEo�j. 4C: NID * AR19700044' * STATE OF /NOIAM.. CH I TEGN.•`��• //1 111111 ERTIFIED Y V W U) Q z J a co Wa LO) 0 LLM J LLMW Oo JW a� V ON a.w W ve co Milli ...IJ W Lu lig V a V DATE: 04/18/01 DRAWN BY: JRB CHK'D BY: FMF JOB NO. 2"xb" WOOD STUDS* I6" O.C. W/ %' GYPSUM BD, OVER 6 MIL. VAPOR BARRIER4 6" BATT INSULATION 2"xb" TREATED PLATE ON SILL SEALER W/ %' x 10" ANCHOR BOLTS * 4'-0" O.C. SEALANT 4" CONC. SLAB W/ 6"x6" WI.4MI.4 WJHF. OVER 6 MIL. VAPOR BARRIE ON MIN. 6" COMP. GRAN. FILL o -I I I-1 I I ,• GROUTTOP BLCCK i l l l l l i ' • • •• : � III FULL IN A.B. =III=) I •. 1 1}¢' RIGID STYRO- -I FOAM INSUL. (R-1.5) i_ -III • 12"x8"xlb" CONC. BLK. _ 12" x 18" CONT. CON-. FTG. W/ 2 'S BARS CONT. SECTION SCALE: 3/4"- I' -O ►43,1 z � a W z Z^ a" uj 0. O V� w Wa Z �- 'oo rz W Z�� SMO O a V z _a z c v� Coro, C U U%pco � 1�-�j W/wi U *04 w N m �0-4 zM� ZW►�io z�.. �A r zp•l Z o U 0 V z V A \\\\Jill fill////� FACk `�. 4EoisTEgEo�j. 4C: NID * AR19700044' * STATE OF /NOIAM.. CH I TEGN.•`��• //1 111111 ERTIFIED Y V W U) Q z J a co Wa LO) 0 LLM J LLMW Oo JW a� V ON a.w W ve co Milli ...IJ W Lu lig V a V DATE: 04/18/01 DRAWN BY: JRB CHK'D BY: FMF JOB NO. 1142000.0638 REVISIONS SHEET NO. All 4OFi r N Q h Q Go ID 0 d s i m a E U 00 0 i in0 a 0 e r m W N 0 Q 0 W J 0 a INSTALL ICE DAM WITH G=RANULAR 0 FACE TO MEET ASTM D1910 _ OWENS CORNING SUPREME 'AooO� 30 ASPHALT SHINGLES Z�jh�1 N� OVER 2 LAYERS 15" FELTS )5" 24/16 APA RATED � D PLYWOOD SHEATHING ON zwo WOOD ROOF TRUSSES p" a DRIP FLASHING 00 z WWII PREFINISHED METAL � v A GUTTE RS - - 1"x PRE -FIN. Z " 0 o HARDBD. TRIM V 0o z DORMER RAFTER BRG. W r EL. 119'-4)V' V EM. PRE -FIN. VENTED HARDBOARD t'l TRIM V V z g/411 5Y4" 3y" i"x PRE -FIN. HARDBOARD TRIM 31 j?" VINYL WINDOW SHUTTER SECURED TO WOOD STUD Yz' SHEATHING --li PAINTED BLACK PETA IL a SCALE: 1 '.I' -o" a3.2 OWENS CORNING SUPREME 30 ASPHALT SHINGLES OVER 2 LAYERS 150 FELTS Y?" 24/76 APA RATED PLYWOOD SHEATHING ON WOOD ROOF TRUSSES • 2'-0" O.C. DRIP FLASHING PREFINISHED METAL GUTTERS I"x PRE -FIN, HARDBD. TRIM ` ----_ ii' EXT. PRE -FIN, —,-' VENTED HARDBOARD TRIM I"x PRE -FIN. HARDBOARD TRIM BRICK SOLDIER COURSE yj' SHEATHING BOARD 4 WEATHER BARRIER ( TYVEK ) Iia' AIR SPACE FACE BRICK W/ GALV. TIES • ib" OC. VERT. 4 24" O.C. HORIZ. METAL FLASHING - WITH WEEP HOLES * 24" O.C. FIN. FL. EL. 1001-0" SE C T I O SCALE: 3/4"=I'-0 a3.Z VINYL WINDOW SHUTTER-, SECURED TO WOOD STUD fit" SHEATHING ON 2"x4" WOOD STUDS PA INTE D BLACK SEALANT I"x PRE -FIN. HARDBOARD TRIM 2"x8" T. WOOD BLOCKING METAL FLASHING 4 COUNTE FLASHING SEALANT Yi" 24/16 APA RATED PLYWOOD SHEATHING ON WOOD ROOF TRUSSES OWENS CORNING SUPREME 30 ASPHALT SHINGLES OVER 2 LAYERS I5• FELTS OF RIGID STYRO. FOAM INSUL. (R"15) 0 16" O.C. )VER 6 MIL " BATT ON 10" O.C.7 b MIL. MM. I"relal ►�lI=I SCALE: I"x PRE -FIN. HARDBOARD 42" 0 VINYL LOUVER W/ INSECT SCREEN SECURED TO END TRUSS RAFTER VINYL SIDING OYER j�' SHEATHING 4 END TRUSS RAFTER W/ VERTICAL SUPPORTS • 2'-0" O.C. �o V OWENS CORNING SUPREME - 30 ASPHALT SHINGLES OVER 2 LAYERS 15' FELTS PREFINISHED METAL GUTTER 4 DOHNSPOUTS I"x PRE -FIN. — HARDBOARD TRIM BRICK SOLDIER COURSE CUT STONE TRIM STEEL ANGLE LINTEL SEE STRUCTURAL DWGS. SEALANT BRICK SILL i' SHEATHING BOARD - 4 WEATHER BARRIER ( TYVEK ) FACE BRICK W/ GALV. TIES • 16" OC. VERT. 4 24" O.C. HORIZ. METAL FLASHING WITH WEEP HOLES • 24" OC. FIN. FL. EL. 100'-O" OWENS CORNING SUPREME 12 30 ASPHALT SHINGLES OVER 2 LAYERS 150 FELTS 12 Yi" 24/16 APA RATED PLYWOOD SHEATHING ON WOOD ROOF TRUSSES PREFINISHED METAL GUTTERS 1"x PRE -FIN. TRUSS BRC. HARDBD. TRIM ' I EL. 119'-4," I yVENTED HAERDBOARD TRIM A 1" x PRE -FIN. HARDBD. TRIM A3 ? a w > O 2"x4" WOOD STUDS • Ib" OIC, 36" PRE-MANUF. PLASTIC 48" VINYL WINDOW LOUVER INSULATION STOP BETWEEN SECURED TO STUD WALL TRUSSES INSTALL ICE DAM W1TN 1"x PRE -FIN. HARDBD. TRIM GRANULAR FACE TO MEET � ASTM D1910 5'•O" 3 ` OWENS CORNING StfiREME I 30 ASPHALT SHINGLES ='� 2"x8" WD BLOCKING OVER 2 LAYERS 150 FELTS METAL FLASHING 4 COUNTERFLASHING TRUSS RAFTER$ w 2'-0" OIG Yt" 24/16 APA RATED PLYWOOD SHEATHING ON 12 WOOD ROOF TRUSSES i — 5 DRIP FLASHING PREFINISHED METAL CURERS I"x PRE -F1hL HARDBD. TRIM --�✓ TRuss BRG. � EL. III' -b" C P -43j' " T AS. A3J � ' BLOWN M INSUL. EL. 110'-8" 4 (Ra38 T ) to EM. PRE -FIN. VENTED HARDBOARDTRIM � iv 14AKIDBoARD TRS 3 - 2"x6" TOP PLATES BRICK SOLDIER COURSE2"x4" LADDER 4 SHEATHING BOARD _ iq 4 WEATHER BARRIER ( TYVEK ) CUT STONE TRIM ACOUSTICAL TILE CEILING FLASHING STEEL ANGLE LINTEL ( SEE STRUCTURAL DWGB.) 3 - 2"x8" WOOD HEADERS SEALANT W/ yF PLYWOOD SPACERS INSULATED H.M. DOOR / - ...+1Gifl&1% ve MIN. 4" CONIC. SLAB W/ 6"x6" b" COMP. GRAN. FILI WI.4/WI.4 WW.F. OVER b MIL. COIF. SIDEWALK VAPOR BARRIER ON MIN. PIK FL, b" COMP. GRAN. FILL ' . •.♦ r• ';'°• :. d °�' ° .ate. =" s ••�1�� • •r e 'i'•--t..-�:•--�•;-• . v 1=I I �_ �_� I I 1 1 —_ ° _ _ —�—� — � GROUT LOCK SOLID I—III-) ' III • REINFORCING _-I II• RIGID STYRO- I 1�' RIGID STYRO- FOAM INSUL. (R•15) • FOAM INSUL. (R■15) i e 12"x8"xi6" CONC. BLK. ' 12" x I8" CONT. CONC. FTG. SECTION 5 HI 2 05 BARS CONT. SCALE: 3/4"-1'-0 SCALE: 3/4"■1'-O a3.2 FAG,''% `J EG1STfgfo J•'io * 19 700044) STATE OF RT1F1E BY 0 v� c 'AooO� Z tJ1 a Z�jh�1 N� uj 2 o � D ZX Q" zwo W a p" a 00 z WWII O � v A V � �er °' �a ILI W� Z " 0 o z V 0o z z W r �o V W W Li t'l COO V V z a FAG,''% `J EG1STfgfo J•'io * 19 700044) STATE OF RT1F1E BY DATE: 04/18/01 iDRAWN BY: JR5 K'D BY: FMF B NO. 1142000.0636 SHEET NO. A3w2 5 OF 1 0 Z a Q WQ z�0 O LL LL3..� O� V W � as J Vs Q W r J W � a V DATE: 04/18/01 iDRAWN BY: JR5 K'D BY: FMF B NO. 1142000.0636 SHEET NO. A3w2 5 OF 1 r i METAL 'J" MOLD SEALANT ALUMINUM WINDOWS W/ I" INSULATED GLA55 2" x 6" WOOD STUDS old GYPSUM BD, OVER 6 MIL. VAPOR BARRIER 6" BATT INSULATION M --- ---- `- WEATHER BARRIER ITTVET ) EXTERIOR SHEATHING FACE BRICK SEALANT BRICK SILL ( ROWLOCK ) TYP, NINDOK-JAM5E C,r AI C. a" - 1'-I1" AA I FACE BRICK EXTERIOR SHEATHING 6" BATT INSULATION It" WEATHER BARRIER 7(ffTYVEKj)a ` r 5S. STRAP ANCHOR ACOUSTICAL CEILING CUT STONE TRIM F . 2" x 6" WOOD STUDS �� `. 1' GYPSUM BD. OVER 6 �- T -- VAPOR BARRIER 2" x WOOD HEADER SEE $TRUCT. DWG5.) FLASHING i STEEL ANGLE LINTEL " ( SEE STRUCT. DWGS.)4 METAL: "J" MOLD 3" SEALANT 4Y8" SEALANT ALUMINUM WINDOWS W/ I" IN5ULATED GLASS T'Irp. Pq I N ON HEAD r SCALE: 3" ■ 1'-0" k A4.1 SEALA BRICK SILL WEEP FLASHI FACE I j" EM WEATW 3" i _ MIM WINDOWS W/ ULATED GLASS ANT L "J" MOLD If f I I N C SCALE: 3" • 1'-0" A4.1 x 6" WOOD PLATE ' x 6" WOOD STUDS y GYPSUM BD. OVER 6 APOR BARRIER " BATT INSULATION 1200M FINISH SCHEDULE RM. ROOM DESCRIPTION FLUOR BASE WALLS CEILING REMARKS NORTH EAST SOUTH WEST WONT MAT'L 100 OPEN AREA SEALED CONIC. 3'-0" x 1'-0" x IN. NSUL H. METAL I N. METAL A B/A4,1 101 VESTIBULE SEALED CONC. 4" VINTL COVE f= A I N C=TQ UM 8 A i� � 9'-O" ACOUST. T. H. METAL 102 JAN, CLOSET SEALED CONC. 4" VINYL COVE f=A IN C-=1Tf-LJM E3 Ai@D 9'-0" ACOUST. T. INSUL W. METAL 103 ELECTRICAL SEALED CONC. 4" VNTL COVE FPA IN <=*Tf= UM m4-->.4Rr-> 9'-0" ACOUST. T. 4 0008 SCHEOULE DR. NO. DOOR FRAME HDA REMARKS SIZE MAT'L TYPE MAT'L TYPE JAMB HEAD SILL I 3'-0" x 1'-0" x IN. NSUL H. METAL I N. METAL A B/A4,1 A/47.1 3/A3.1 V Y t QUANI Y W OWNER 2 PR. 3'-0" x 1'-0" x IN NSUL H. METAL 1 H. METAL C E WEATNERSTRIPPNG 3/A3.1 3 3'-0" x 1'-0" x IN, INSUL W. METAL I W. METAL B 4 3'-0" x 1'-0" x IN N. METAL I H. METAL D HAIRDNAIRE 6CHEDULE DESIGNATION ITEM USE MANUFACTURER MODEL FNISN A BUTT HINGES EXTERIOR DOORS WAGER BB SATIN CHROME US 260 B CLOSER ALL DOORS LGN CLEAR ANOD. ALUM. C ENTRT LOCK5ET N.M. t WOOD DOORS POL 15WE D CHROME U5 26D D DEAD BOLT 1 � •�i E WEATNERSTRIPPNG W.M. i WOOD DOORS F THRESHOLD HM. 4 WOOD DOOR$ -D-COR-TY-FE,FRAME TTPEIS, SCALE: 1/4" = 1'-0" SCALE: 1/4" ■ 1'-0" B'-4" ib G HOLLOW METAL FRAME MUNTIN BARS ;,� ❑ 0 INSERTS, WHITE r r Iiggi- v NSUL. H. METAL O O 2" x 6' WOOD STUDS - %" GYPSUM BD. OVER 6 MIL VAPOR BARRIER 6" BATT INSULATION - 0 0 116/8" FACE BRICK ' )" EXTERIOR SHEATHING Sb. STRAPANCHOR `� ' CUT 8104E TRIM ! FLASHING ' �� STEEL ANGLE LIN1E 117Im- SEALANT " 5; 2% FACE BRICK SEALANT EXTERIOR SHEATHING 2" 1 WEATHER BARRIER (TYVEK) TYR H.M.DOOR-JAM HX-POOR-A SCALE: 3" . 1'-0" A4.1 SCALE: 3" i 1'-0" A4.1 6" BATT INSULATION ACOUSTICAL CEILING 2" x 6" WOOD STUDS %, GYPSUM BD. -2" x WOOD HEADER ( SEE STRUCT. DWGS.) o� •A00o� a V�aN00 Z ZaoM0 U " W N u W o .;�Q /� w' O 44 ♦- � aN 00 °i Nz 01 ■ L v O w z U Wuj O Z �V Q o z N ccW pC y LU U) W tNJ Q a V Z a 4 No. * �AK197000441 STATE Q - ,/fill I r,/filrt CERTIFIED BY 0 Z a Q Z J a 5 tt� ca Wa w LL1.1 W 00 mj W as V= cow W r om co co ttttttj J W W 2 cc C V a V DATE: 04AS101 SEALANT JRB CHK'D BY: FMF s N2000,0636 I6 GA. HM, FRAME (GROUTED FULL) 1 � •�i 0 0 116/8" FACE BRICK ' )" EXTERIOR SHEATHING Sb. STRAPANCHOR `� ' CUT 8104E TRIM ! FLASHING ' �� STEEL ANGLE LIN1E 117Im- SEALANT " 5; 2% FACE BRICK SEALANT EXTERIOR SHEATHING 2" 1 WEATHER BARRIER (TYVEK) TYR H.M.DOOR-JAM HX-POOR-A SCALE: 3" . 1'-0" A4.1 SCALE: 3" i 1'-0" A4.1 6" BATT INSULATION ACOUSTICAL CEILING 2" x 6" WOOD STUDS %, GYPSUM BD. -2" x WOOD HEADER ( SEE STRUCT. DWGS.) o� •A00o� a V�aN00 Z ZaoM0 U " W N u W o .;�Q /� w' O 44 ♦- � aN 00 °i Nz 01 ■ L v O w z U Wuj O Z �V Q o z N ccW pC y LU U) W tNJ Q a V Z a 4 No. * �AK197000441 STATE Q - ,/fill I r,/filrt CERTIFIED BY 0 Z a Q Z J a 5 tt� ca Wa w LL1.1 W 00 mj W as V= cow W r om co co ttttttj J W W 2 cc C V a V DATE: 04AS101 DRAWN BY: JRB CHK'D BY: FMF .JOB NO. N2000,0636 REVISIONS SHEET NO. A4w1 6OF1 r L SUSPENDED CEILING AT 04/18/OI DRAWN BY: I IF ' FMF .JOB NO. IN2000.0638 PA 0, PA FAR VA W40A FA Wal POP '01A INCANDESCENT CAN LIGFIT PA PA ou 10, GYPSUM BOARD CEILING 0 OA X 00A 0, op, AT BOTTOM OF TRUSS X NO .11'-'S J15" P , : DISAPPEARING STAIR �� I'x4" HOOD TRIM, 6TAINED PANEL WOOD 97UD 4 GYPSUM BOARD BULKHEAD BOTTOM AT W -II" L- -__- -_J ____ ___-_ '-3" 2'-6" 2'-6" '-3"- PLAN OF ATTIC ACCESS SCALE: 4' ■ 1-0" a�'�--moi . ar=(:TION F SCALE: I)y -1-0" A4Z Typ. MAS SCALE: IA' ■ I' -O" CUT LIMESTONE CAP FACE BRICK ; :o 0 SECTIC SCALE: t�" - 1'-0" 2" x 6" I" x b", L INS OF FACE 81 04 BAR QRW SOLID RETA INI lun D A4.2 SCALE: 0 - 1'-O" 0 E A42 d A4? c SE -(:To A4.1 SCALE: 1�' - 1'-0" 5 1="(: T Ion tlo �5� SCALE: IY' -1-0" A42 I��iiiiLl s� v4pa 'STE R )NCRETE S 6" W2.9 x I MESH 2" x 4" WOOD JAMB BOLTED MASONRY PIER 0 2'-0" O.C. MIN. 4 ANCHORS HINGE * EACH HORIZ. WOOD SUPPORT (3) P.T. 2"x4" (PAINTED) 6" DOG EAR FENCING `-- SHADOW BOX WOOD GATE (PAINTED) DUMPSTER A A4.2 Ac z � a 0 W()z ZX a" CL P 21 o l V� w W oWc Z� oN �z �QD oc . WW Z�� CC MO � Q V z a 0 O+ c 7 'AwO c �pe°°io� c alAAs OWN4 o -t •- ZR0o (14 0104 a o w Z"p,� vo O V z V i AQr �� E01STfij• %`'moi = 4C No. * AR19700044 STATE OF ERTIFIED BY J a W 0 DATE: 04/18/OI DRAWN BY: I IF I Ar FMF .JOB NO. IN2000.0638 PA 0, PA FAR VA W40A FA Wal POP '01A VA 00A PA PA ou 10, 0 OA X 00A 0, op, WAR X NO lun D A4.2 SCALE: 0 - 1'-O" 0 E A42 d A4? c SE -(:To A4.1 SCALE: 1�' - 1'-0" 5 1="(: T Ion tlo �5� SCALE: IY' -1-0" A42 I��iiiiLl s� v4pa 'STE R )NCRETE S 6" W2.9 x I MESH 2" x 4" WOOD JAMB BOLTED MASONRY PIER 0 2'-0" O.C. MIN. 4 ANCHORS HINGE * EACH HORIZ. WOOD SUPPORT (3) P.T. 2"x4" (PAINTED) 6" DOG EAR FENCING `-- SHADOW BOX WOOD GATE (PAINTED) DUMPSTER A A4.2 Ac z � a 0 W()z ZX a" CL P 21 o l V� w W oWc Z� oN �z �QD oc . WW Z�� CC MO � Q V z a 0 O+ c 7 'AwO c �pe°°io� c alAAs OWN4 o -t •- ZR0o (14 0104 a o w Z"p,� vo O V z V i AQr �� E01STfij• %`'moi = 4C No. * AR19700044 STATE OF ERTIFIED BY J a W 0 DATE: 04/18/OI DRAWN BY: JRB CHWD BY: FMF .JOB NO. IN2000.0638 REVISIONS SHEET NO. A4.2 1 OF 7 r L METER UTILITY O TRANSFORMER PRIMARY BY P.S.I ---\ 00 I 1e R 0 d w l � 'c ELECTRICAL RISER DIAGRAM 1200 AMP 120/208U, 30 100 AMP HOUSE MDP PANEL 3 - 4' CONDUITS. EACH MATH 4 - S-- MCM. GROUND PER NEC Ai �B. " , M r » . 4r_ rr _ — — — — rr n — — I 6 A IM. 3. 1. 3. ♦ ♦ + ♦♦ ♦ ♦ ♦ r ♦ ♦ +4 # 4 ♦ ♦ ♦ ♦ t ♦ ♦♦ ♦♦ ` 4♦4♦♦ 4♦♦ 4♦♦ 4♦4 4♦♦ ♦♦♦ f♦ ♦♦ ♦ ♦ ♦ ♦♦ '♦♦ f♦ ♦♦ ♦♦ ♦♦ ♦♦ +•♦+• ♦ f#,,,,,++++'`''t`♦t.a+♦4♦4 ♦♦,+ ♦f♦♦ ♦ ♦4♦♦♦'♦♦+t♦4♦4♦♦♦4+4♦444♦ 4 ♦ ♦ ♦ t ♦ t r++ « ♦ f ♦ ♦ ♦ ♦ . 4♦ + + ♦ + ♦ ♦ + ♦ ♦ ♦ ♦♦♦t♦t♦♦4♦♦♦♦♦♦♦♦♦♦ , ♦ ♦ ♦ + ♦+♦. ♦. 4 ,. 44♦4,4+4+ + ♦ 4 ♦ +« +•, +, +,—♦♦, ♦♦, ♦ +♦4♦.4` + ♦ +♦ +♦=♦ 4♦44 4 • • + 4 .................... 4♦ ♦ i♦+ ♦♦♦ ♦♦ '♦♦ ♦♦'4`♦`♦.♦'♦ .♦'4 •�SJI ++ '+•+',♦+'••'•'' ♦• +• • • ♦♦+ ,t♦♦+♦♦ t ♦#♦♦♦♦+♦ + +♦......+♦ ++++♦+ +.....••••... + i ♦ 4 ♦ ♦ • + + + ♦ ♦ ♦ ♦ ♦ ♦♦ +♦♦+♦++♦++♦♦♦♦ ♦+♦4♦ftaf4+♦♦♦ ♦ ♦ ♦'♦'♦++++♦♦♦♦♦4♦♦4♦♦♦♦♦♦f+♦ + + f ♦ + ♦ +♦ ++tr♦4+ ♦ - I+ ♦i ' ♦♦4 ♦++♦♦,♦ '`1''``♦♦♦````'♦♦a♦ +♦♦♦,♦'+•+♦♦+♦+4`4`♦♦♦444♦♦1♦♦♦♦♦tr'''`''` ♦+♦+r+♦♦♦4a4♦4♦4r4♦4♦4♦♦♦♦♦ ♦ ♦ + ♦ ♦ ♦ + ♦ ♦ ♦+ +♦ ♦t♦t♦+♦ ♦ ♦ ♦ ♦ ♦+♦♦ +♦++ ♦♦♦♦♦ ♦ ♦ , ♦ ♦ + ♦♦♦f♦ .................. t+++++++++ ♦ ♦ 4♦+ ♦♦♦♦♦#♦4++ af♦+ ♦+♦♦4+♦+4♦♦+i ♦ a f + ♦ ♦ # ♦ t i ♦ 4 + ♦ + +♦♦ ♦ + ♦ ♦ ♦ ♦♦♦♦+ +♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦+♦♦.. •••••' ,4,4,, ♦+. .♦....... +,+ 4+♦ + `+ ♦♦444 4« 4+ 4♦ 44 ♦4 ♦+ ♦♦• ♦ ♦. r. + + ♦♦ r . + 4 ♦ . ♦♦+.♦+♦#+ +,, , f ♦ • • ♦ ♦ ♦ ♦ . ♦ + ♦ r ♦ I + ♦ **+++++4 t♦4 r ♦ ♦ ♦ ♦ + 1 r 4 f ♦ + ♦ + ♦ + ♦ + "' • ' • " " ' ATTIC 4♦ 4 f 4♦ 4 ♦ ♦♦ ♦ 1 ♦ + ♦ ♦ ♦ ♦ ♦ « *+++'+'+'+'4'+'+'♦`t' 4" CONC SLAB ' + +'+'+'♦'+'♦'+`+`+'+'♦ + • ♦ r + ♦ + t++.++++ 4 ♦ « + • ♦ t + + + + ' ' ' ' ` ' ' ' ' ' ' INSTALL 7.9:229" GYPSUM BOARD 1 ' ' ' ' ' ' ' ' ' DRAFT STOP AT ONE SIDE OF WOOD ♦♦♦♦♦♦♦♦++# 1 ♦ ♦ ♦ ♦ 4 • + r i ♦ TRUSS. 4 • ♦ ♦ + + • . f , . . + + , . .+...,+♦+♦, 4 ♦ ♦ ♦ + ♦ ♦ ♦ ++++ 4 ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ 1 ,,,,4+',♦,++♦+♦ ♦ ♦ ♦'I ♦♦♦, « 4 + ♦ 4+ PROVIDE SELF CLOSING ACCESS 1 . + + ++++++++ DOOR AUTOMATIC LATCHING IN 1 +• • . FIELD VERITY ++4+4`+f♦+++t++++++♦4♦ I + ++++++++++++t+++* + ILOCAITON. ♦ . . . 4 ♦+♦♦.,++♦. I ♦ ♦ ♦ ♦ • ♦ + ♦ ♦ + _ FIXTURE SCHEDULE A - 2X4 FLUORESCENT LAY -IN B - 4' 2 LAMP FLUORESCENT STRIP C - 75W INCANDESCENT CAM LIGHT D - 70w H.P.S. WALL PACK S3 - 50w METAL HALIDE LANDSCAPE LIGHT E - COMBO EXIT/EMERGENCY LIGHT F - FLUORESCENT CANS / 2 -13 WATT LAMPS EACH G - PORCELAIN KEYLESS FIXTURE IN ATTIC AREA C. In 18 •0!100 PANEL D- PANEL r- I= PHONE R 'BOARD I n 3j" M I LECTRICAL 103 1 I I I I I ( ATTIC I"Got I I INSTALL 9'9.229" GYPSUM BOARD I DRAFT STOP AT ONE SIDE OF WO)D TRUSS. I PROVIDE SELF CLOSING ACCESS DOOR AUTOMATIC LATCHING IN DRAFT STOP. FIELD VERITY LOCATION. ' I +:,:+:+-T-+ 4. .. *"+++++ I TRUSS MANUFACTURER TO INSTAL ♦ + + .. ♦ + I 1 9'.9:227 PLYWOOD DRAFT STOP * , , , , , ♦ . TRUSS GIRDER.. ....+..... I A + r . . ♦ ♦ + + . . + , ♦++,.♦♦++♦♦♦ ++•,• I DISAPPEARING A VERIFY CORRIDOR 1 .,+,+++,♦,+,•,•,','.' I STAIR FOR ATTIC DIMENSI NS WITH TENANT `♦',' +'.'+'•' OPEN AREA I ACCESS.. IMPRO MENT DESIGNER.. I OPEN AREA ♦•+♦+ 100 1 100 ...+..+... 1 ♦ ♦ ♦ 4 + ♦ 4 ♦ + ♦ + ♦ ♦ ♦ ♦ • ♦ ♦ ♦ • ♦ ♦ I i / I 0 rel I �, II I "Go' I ♦ • • • • + + + • + I I ,� I, ,I • + t ♦ ♦ + f + ♦ „G» 11 11 N II II I� jl0 ♦ ♦ ♦ ♦ ♦ + , ♦ • ♦ �, r� . 4 ♦ + ♦ ♦ ♦ . ♦ . . ♦ �I I�j \\�I V, II I� �j "++.++..+++++" I � ATTIC +++.+++ ♦ ♦ I A 1 It-- y' - 'L --JI I +++.♦. + ATTIC �I --_—__ I' A ♦♦♦♦+♦♦++♦♦ 1 ♦ ♦ r ♦ ♦ ♦ ♦ + + ♦ 4I IL ------------J ♦♦f♦+,♦«♦..I A 1 ♦♦♦.+t♦♦♦♦♦ I ,,,,,,,+,,, , 15000 WATT •`+`+`♦''`+''`'`'`''` 1 ELECTRIC - I ♦ ' ` + " ' " ' I WALL HEATE + ♦ ♦ t ♦ • ♦ ♦ • ♦ ♦ I . ♦.. +. r O JAN. CLOS ♦...+ I ++++++4++++♦♦ 102 I + ♦ ♦ + ♦ + + + • + + + + ' ' I TYPE 'C" FIXTURE ��BULE.,.,♦4 B I +♦.♦♦•++ DOMESTTCWTER " TYPIC L OF 4 A 101 2 "E" *+4+++4,+++++++ ♦ +. SERVICE + ♦ ♦ ♦ , ♦ ♦ r + ♦ ♦ 3. I ♦♦♦,♦♦♦+♦♦ 1 3. .....+..+.. ♦♦♦+4++♦+ 1 ,fff „^ p „S3 S3 >, 0 O J O A 1. 3. .4 z 2 1 0 "S3 I I C 1. . » " » r 4 - - - - -" 4'-10" - r» . - k4" 4'-8" 5'— n n — _ - » - 1_ FLOOR PLAN ,�►, z ' SCALE: 1/8" = 1>—O" - B R O C4 � R III Ln I 6 10 I IIoc I N 2 = 5 1. R I ' 00 I I iC R �t ELECTRICAL RISER DIAGRAM 1200 AMP 120/208U, 30 100 AMP HOUSE MDP PANEL 3 - 4' CONDUITS. EACH MATH 4 - S-- MCM. GROUND PER NEC Ai �B. " , M r » . 4r_ rr _ — — — — rr n — — I 6 A IM. 3. 1. 3. ♦ ♦ + ♦♦ ♦ ♦ ♦ r ♦ ♦ +4 # 4 ♦ ♦ ♦ ♦ t ♦ ♦♦ ♦♦ ` 4♦4♦♦ 4♦♦ 4♦♦ 4♦4 4♦♦ ♦♦♦ f♦ ♦♦ ♦ ♦ ♦ ♦♦ '♦♦ f♦ ♦♦ ♦♦ ♦♦ ♦♦ +•♦+• ♦ f#,,,,,++++'`''t`♦t.a+♦4♦4 ♦♦,+ ♦f♦♦ ♦ ♦4♦♦♦'♦♦+t♦4♦4♦♦♦4+4♦444♦ 4 ♦ ♦ ♦ t ♦ t r++ « ♦ f ♦ ♦ ♦ ♦ . 4♦ + + ♦ + ♦ ♦ + ♦ ♦ ♦ ♦♦♦t♦t♦♦4♦♦♦♦♦♦♦♦♦♦ , ♦ ♦ ♦ + ♦+♦. ♦. 4 ,. 44♦4,4+4+ + ♦ 4 ♦ +« +•, +, +,—♦♦, ♦♦, ♦ +♦4♦.4` + ♦ +♦ +♦=♦ 4♦44 4 • • + 4 .................... 4♦ ♦ i♦+ ♦♦♦ ♦♦ '♦♦ ♦♦'4`♦`♦.♦'♦ .♦'4 •�SJI ++ '+•+',♦+'••'•'' ♦• +• • • ♦♦+ ,t♦♦+♦♦ t ♦#♦♦♦♦+♦ + +♦......+♦ ++++♦+ +.....••••... + i ♦ 4 ♦ ♦ • + + + ♦ ♦ ♦ ♦ ♦ ♦♦ +♦♦+♦++♦++♦♦♦♦ ♦+♦4♦ftaf4+♦♦♦ ♦ ♦ ♦'♦'♦++++♦♦♦♦♦4♦♦4♦♦♦♦♦♦f+♦ + + f ♦ + ♦ +♦ ++tr♦4+ ♦ - I+ ♦i ' ♦♦4 ♦++♦♦,♦ '`1''``♦♦♦````'♦♦a♦ +♦♦♦,♦'+•+♦♦+♦+4`4`♦♦♦444♦♦1♦♦♦♦♦tr'''`''` ♦+♦+r+♦♦♦4a4♦4♦4r4♦4♦4♦♦♦♦♦ ♦ ♦ + ♦ ♦ ♦ + ♦ ♦ ♦+ +♦ ♦t♦t♦+♦ ♦ ♦ ♦ ♦ ♦+♦♦ +♦++ ♦♦♦♦♦ ♦ ♦ , ♦ ♦ + ♦♦♦f♦ .................. t+++++++++ ♦ ♦ 4♦+ ♦♦♦♦♦#♦4++ af♦+ ♦+♦♦4+♦+4♦♦+i ♦ a f + ♦ ♦ # ♦ t i ♦ 4 + ♦ + +♦♦ ♦ + ♦ ♦ ♦ ♦♦♦♦+ +♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦+♦♦.. •••••' ,4,4,, ♦+. .♦....... +,+ 4+♦ + `+ ♦♦444 4« 4+ 4♦ 44 ♦4 ♦+ ♦♦• ♦ ♦. r. + + ♦♦ r . + 4 ♦ . ♦♦+.♦+♦#+ +,, , f ♦ • • ♦ ♦ ♦ ♦ . ♦ + ♦ r ♦ I + ♦ **+++++4 t♦4 r ♦ ♦ ♦ ♦ + 1 r 4 f ♦ + ♦ + ♦ + ♦ + "' • ' • " " ' ATTIC 4♦ 4 f 4♦ 4 ♦ ♦♦ ♦ 1 ♦ + ♦ ♦ ♦ ♦ ♦ « *+++'+'+'+'4'+'+'♦`t' 4" CONC SLAB ' + +'+'+'♦'+'♦'+`+`+'+'♦ + • ♦ r + ♦ + t++.++++ 4 ♦ « + • ♦ t + + + + ' ' ' ' ` ' ' ' ' ' ' INSTALL 7.9:229" GYPSUM BOARD 1 ' ' ' ' ' ' ' ' ' DRAFT STOP AT ONE SIDE OF WOOD ♦♦♦♦♦♦♦♦++# 1 ♦ ♦ ♦ ♦ 4 • + r i ♦ TRUSS. 4 • ♦ ♦ + + • . f , . . + + , . .+...,+♦+♦, 4 ♦ ♦ ♦ + ♦ ♦ ♦ ++++ 4 ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ 1 ,,,,4+',♦,++♦+♦ ♦ ♦ ♦'I ♦♦♦, « 4 + ♦ 4+ PROVIDE SELF CLOSING ACCESS 1 . + + ++++++++ DOOR AUTOMATIC LATCHING IN 1 +• • . FIELD VERITY ++4+4`+f♦+++t++++++♦4♦ I + ++++++++++++t+++* + ILOCAITON. ♦ . . . 4 ♦+♦♦.,++♦. I ♦ ♦ ♦ ♦ • ♦ + ♦ ♦ + _ FIXTURE SCHEDULE A - 2X4 FLUORESCENT LAY -IN B - 4' 2 LAMP FLUORESCENT STRIP C - 75W INCANDESCENT CAM LIGHT D - 70w H.P.S. WALL PACK S3 - 50w METAL HALIDE LANDSCAPE LIGHT E - COMBO EXIT/EMERGENCY LIGHT F - FLUORESCENT CANS / 2 -13 WATT LAMPS EACH G - PORCELAIN KEYLESS FIXTURE IN ATTIC AREA C. In 18 •0!100 PANEL D- PANEL r- I= PHONE R 'BOARD I n 3j" M I LECTRICAL 103 1 I I I I I ( ATTIC I"Got I I INSTALL 9'9.229" GYPSUM BOARD I DRAFT STOP AT ONE SIDE OF WO)D TRUSS. I PROVIDE SELF CLOSING ACCESS DOOR AUTOMATIC LATCHING IN DRAFT STOP. FIELD VERITY LOCATION. ' I +:,:+:+-T-+ 4. .. *"+++++ I TRUSS MANUFACTURER TO INSTAL ♦ + + .. ♦ + I 1 9'.9:227 PLYWOOD DRAFT STOP * , , , , , ♦ . TRUSS GIRDER.. ....+..... I A + r . . ♦ ♦ + + . . + , ♦++,.♦♦++♦♦♦ ++•,• I DISAPPEARING A VERIFY CORRIDOR 1 .,+,+++,♦,+,•,•,','.' I STAIR FOR ATTIC DIMENSI NS WITH TENANT `♦',' +'.'+'•' OPEN AREA I ACCESS.. IMPRO MENT DESIGNER.. I OPEN AREA ♦•+♦+ 100 1 100 ...+..+... 1 ♦ ♦ ♦ 4 + ♦ 4 ♦ + ♦ + ♦ ♦ ♦ ♦ • ♦ ♦ ♦ • ♦ ♦ I i / I 0 rel I �, II I "Go' I ♦ • • • • + + + • + I I ,� I, ,I • + t ♦ ♦ + f + ♦ „G» 11 11 N II II I� jl0 ♦ ♦ ♦ ♦ ♦ + , ♦ • ♦ �, r� . 4 ♦ + ♦ ♦ ♦ . ♦ . . ♦ �I I�j \\�I V, II I� �j "++.++..+++++" I � ATTIC +++.+++ ♦ ♦ I A 1 It-- y' - 'L --JI I +++.♦. + ATTIC �I --_—__ I' A ♦♦♦♦+♦♦++♦♦ 1 ♦ ♦ r ♦ ♦ ♦ ♦ + + ♦ 4I IL ------------J ♦♦f♦+,♦«♦..I A 1 ♦♦♦.+t♦♦♦♦♦ I ,,,,,,,+,,, , 15000 WATT •`+`+`♦''`+''`'`'`''` 1 ELECTRIC - I ♦ ' ` + " ' " ' I WALL HEATE + ♦ ♦ t ♦ • ♦ ♦ • ♦ ♦ I . ♦.. +. r O JAN. CLOS ♦...+ I ++++++4++++♦♦ 102 I + ♦ ♦ + ♦ + + + • + + + + ' ' I TYPE 'C" FIXTURE ��BULE.,.,♦4 B I +♦.♦♦•++ DOMESTTCWTER " TYPIC L OF 4 A 101 2 "E" *+4+++4,+++++++ ♦ +. SERVICE + ♦ ♦ ♦ , ♦ ♦ r + ♦ ♦ 3. I ♦♦♦,♦♦♦+♦♦ 1 3. .....+..+.. ♦♦♦+4++♦+ 1 ,fff „^ p „S3 S3 >, 0 O J O A 1. 3. .4 z 2 1 0 "S3 I I C 1. . » " » r 4 - - - - -" 4'-10" - r» . - k4" 4'-8" 5'— n n — _ - » - 1_ FLOOR PLAN ,�►, z ' SCALE: 1/8" = 1>—O" - B R O C4 d R III Ln Lr 6 10 I RI N 2 = qt R I �o I iC ELECTRICAL RISER DIAGRAM 1200 AMP 120/208U, 30 100 AMP HOUSE MDP PANEL 3 - 4' CONDUITS. EACH MATH 4 - S-- MCM. GROUND PER NEC Ai �B. " , M r » . 4r_ rr _ — — — — rr n — — I 6 A IM. 3. 1. 3. ♦ ♦ + ♦♦ ♦ ♦ ♦ r ♦ ♦ +4 # 4 ♦ ♦ ♦ ♦ t ♦ ♦♦ ♦♦ ` 4♦4♦♦ 4♦♦ 4♦♦ 4♦4 4♦♦ ♦♦♦ f♦ ♦♦ ♦ ♦ ♦ ♦♦ '♦♦ f♦ ♦♦ ♦♦ ♦♦ ♦♦ +•♦+• ♦ f#,,,,,++++'`''t`♦t.a+♦4♦4 ♦♦,+ ♦f♦♦ ♦ ♦4♦♦♦'♦♦+t♦4♦4♦♦♦4+4♦444♦ 4 ♦ ♦ ♦ t ♦ t r++ « ♦ f ♦ ♦ ♦ ♦ . 4♦ + + ♦ + ♦ ♦ + ♦ ♦ ♦ ♦♦♦t♦t♦♦4♦♦♦♦♦♦♦♦♦♦ , ♦ ♦ ♦ + ♦+♦. ♦. 4 ,. 44♦4,4+4+ + ♦ 4 ♦ +« +•, +, +,—♦♦, ♦♦, ♦ +♦4♦.4` + ♦ +♦ +♦=♦ 4♦44 4 • • + 4 .................... 4♦ ♦ i♦+ ♦♦♦ ♦♦ '♦♦ ♦♦'4`♦`♦.♦'♦ .♦'4 •�SJI ++ '+•+',♦+'••'•'' ♦• +• • • ♦♦+ ,t♦♦+♦♦ t ♦#♦♦♦♦+♦ + +♦......+♦ ++++♦+ +.....••••... + i ♦ 4 ♦ ♦ • + + + ♦ ♦ ♦ ♦ ♦ ♦♦ +♦♦+♦++♦++♦♦♦♦ ♦+♦4♦ftaf4+♦♦♦ ♦ ♦ ♦'♦'♦++++♦♦♦♦♦4♦♦4♦♦♦♦♦♦f+♦ + + f ♦ + ♦ +♦ ++tr♦4+ ♦ - I+ ♦i ' ♦♦4 ♦++♦♦,♦ '`1''``♦♦♦````'♦♦a♦ +♦♦♦,♦'+•+♦♦+♦+4`4`♦♦♦444♦♦1♦♦♦♦♦tr'''`''` ♦+♦+r+♦♦♦4a4♦4♦4r4♦4♦4♦♦♦♦♦ ♦ ♦ + ♦ ♦ ♦ + ♦ ♦ ♦+ +♦ ♦t♦t♦+♦ ♦ ♦ ♦ ♦ ♦+♦♦ +♦++ ♦♦♦♦♦ ♦ ♦ , ♦ ♦ + ♦♦♦f♦ .................. t+++++++++ ♦ ♦ 4♦+ ♦♦♦♦♦#♦4++ af♦+ ♦+♦♦4+♦+4♦♦+i ♦ a f + ♦ ♦ # ♦ t i ♦ 4 + ♦ + +♦♦ ♦ + ♦ ♦ ♦ ♦♦♦♦+ +♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦+♦♦.. •••••' ,4,4,, ♦+. .♦....... +,+ 4+♦ + `+ ♦♦444 4« 4+ 4♦ 44 ♦4 ♦+ ♦♦• ♦ ♦. r. + + ♦♦ r . + 4 ♦ . ♦♦+.♦+♦#+ +,, , f ♦ • • ♦ ♦ ♦ ♦ . ♦ + ♦ r ♦ I + ♦ **+++++4 t♦4 r ♦ ♦ ♦ ♦ + 1 r 4 f ♦ + ♦ + ♦ + ♦ + "' • ' • " " ' ATTIC 4♦ 4 f 4♦ 4 ♦ ♦♦ ♦ 1 ♦ + ♦ ♦ ♦ ♦ ♦ « *+++'+'+'+'4'+'+'♦`t' 4" CONC SLAB ' + +'+'+'♦'+'♦'+`+`+'+'♦ + • ♦ r + ♦ + t++.++++ 4 ♦ « + • ♦ t + + + + ' ' ' ' ` ' ' ' ' ' ' INSTALL 7.9:229" GYPSUM BOARD 1 ' ' ' ' ' ' ' ' ' DRAFT STOP AT ONE SIDE OF WOOD ♦♦♦♦♦♦♦♦++# 1 ♦ ♦ ♦ ♦ 4 • + r i ♦ TRUSS. 4 • ♦ ♦ + + • . f , . . + + , . .+...,+♦+♦, 4 ♦ ♦ ♦ + ♦ ♦ ♦ ++++ 4 ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ 1 ,,,,4+',♦,++♦+♦ ♦ ♦ ♦'I ♦♦♦, « 4 + ♦ 4+ PROVIDE SELF CLOSING ACCESS 1 . + + ++++++++ DOOR AUTOMATIC LATCHING IN 1 +• • . FIELD VERITY ++4+4`+f♦+++t++++++♦4♦ I + ++++++++++++t+++* + ILOCAITON. ♦ . . . 4 ♦+♦♦.,++♦. I ♦ ♦ ♦ ♦ • ♦ + ♦ ♦ + _ FIXTURE SCHEDULE A - 2X4 FLUORESCENT LAY -IN B - 4' 2 LAMP FLUORESCENT STRIP C - 75W INCANDESCENT CAM LIGHT D - 70w H.P.S. WALL PACK S3 - 50w METAL HALIDE LANDSCAPE LIGHT E - COMBO EXIT/EMERGENCY LIGHT F - FLUORESCENT CANS / 2 -13 WATT LAMPS EACH G - PORCELAIN KEYLESS FIXTURE IN ATTIC AREA C. In 18 •0!100 PANEL D- PANEL r- I= PHONE R 'BOARD I n 3j" M I LECTRICAL 103 1 I I I I I ( ATTIC I"Got I I INSTALL 9'9.229" GYPSUM BOARD I DRAFT STOP AT ONE SIDE OF WO)D TRUSS. I PROVIDE SELF CLOSING ACCESS DOOR AUTOMATIC LATCHING IN DRAFT STOP. FIELD VERITY LOCATION. ' I +:,:+:+-T-+ 4. .. *"+++++ I TRUSS MANUFACTURER TO INSTAL ♦ + + .. ♦ + I 1 9'.9:227 PLYWOOD DRAFT STOP * , , , , , ♦ . TRUSS GIRDER.. ....+..... I A + r . . ♦ ♦ + + . . + , ♦++,.♦♦++♦♦♦ ++•,• I DISAPPEARING A VERIFY CORRIDOR 1 .,+,+++,♦,+,•,•,','.' I STAIR FOR ATTIC DIMENSI NS WITH TENANT `♦',' +'.'+'•' OPEN AREA I ACCESS.. IMPRO MENT DESIGNER.. I OPEN AREA ♦•+♦+ 100 1 100 ...+..+... 1 ♦ ♦ ♦ 4 + ♦ 4 ♦ + ♦ + ♦ ♦ ♦ ♦ • ♦ ♦ ♦ • ♦ ♦ I i / I 0 rel I �, II I "Go' I ♦ • • • • + + + • + I I ,� I, ,I • + t ♦ ♦ + f + ♦ „G» 11 11 N II II I� jl0 ♦ ♦ ♦ ♦ ♦ + , ♦ • ♦ �, r� . 4 ♦ + ♦ ♦ ♦ . ♦ . . ♦ �I I�j \\�I V, II I� �j "++.++..+++++" I � ATTIC +++.+++ ♦ ♦ I A 1 It-- y' - 'L --JI I +++.♦. + ATTIC �I --_—__ I' A ♦♦♦♦+♦♦++♦♦ 1 ♦ ♦ r ♦ ♦ ♦ ♦ + + ♦ 4I IL ------------J ♦♦f♦+,♦«♦..I A 1 ♦♦♦.+t♦♦♦♦♦ I ,,,,,,,+,,, , 15000 WATT •`+`+`♦''`+''`'`'`''` 1 ELECTRIC - I ♦ ' ` + " ' " ' I WALL HEATE + ♦ ♦ t ♦ • ♦ ♦ • ♦ ♦ I . ♦.. +. r O JAN. CLOS ♦...+ I ++++++4++++♦♦ 102 I + ♦ ♦ + ♦ + + + • + + + + ' ' I TYPE 'C" FIXTURE ��BULE.,.,♦4 B I +♦.♦♦•++ DOMESTTCWTER " TYPIC L OF 4 A 101 2 "E" *+4+++4,+++++++ ♦ +. SERVICE + ♦ ♦ ♦ , ♦ ♦ r + ♦ ♦ 3. I ♦♦♦,♦♦♦+♦♦ 1 3. .....+..+.. ♦♦♦+4++♦+ 1 ,fff „^ p „S3 S3 >, 0 O J O A 1. 3. .4 z 2 1 0 "S3 I I C 1. . » " » r 4 - - - - -" 4'-10" - r» . - k4" 4'-8" 5'— n n — _ - » - 1_ FLOOR PLAN ,�►, z ' SCALE: 1/8" = 1>—O" - B B z Cly Q Woo z N— <IW— l1_ Ln 01 U �- LLJ LLJ Wry zcn 00 �00 W Lli zLIQ cy�0 0 a. U z Q 0 z Ir �6 u7) 7; C) �'� 3 • 0 ci 1�c U LO °u zw 04 o,,; J04xQ � L. > -t L � rr��–w Z a `J J (/-00 00 o N z�-j�� to — Lr) J(DQit�. Z Ln Cj ::D Q.-. (l) z'� 2 —►� a 0 M ! No. M l FEfro `�'iQ0525 1 'f STATE OF ViOI�.`.Ia�DIANA :.NZ!yq CERTIFIED BY DATE: 04/18/01 DRAWN BY: JRB CHK'D BY. FMF JOB NO. I IN2000.0638 REVISIONS SHEET NO. A1.1 1 OF 7 1 O C4 d III Ln R00 I RI =00 I 2 = B z Cly Q Woo z N— <IW— l1_ Ln 01 U �- LLJ LLJ Wry zcn 00 �00 W Lli zLIQ cy�0 0 a. U z Q 0 z Ir �6 u7) 7; C) �'� 3 • 0 ci 1�c U LO °u zw 04 o,,; J04xQ � L. > -t L � rr��–w Z a `J J (/-00 00 o N z�-j�� to — Lr) J(DQit�. Z Ln Cj ::D Q.-. (l) z'� 2 —►� a 0 M ! No. M l FEfro `�'iQ0525 1 'f STATE OF ViOI�.`.Ia�DIANA :.NZ!yq CERTIFIED BY DATE: 04/18/01 DRAWN BY: JRB CHK'D BY. FMF JOB NO. I IN2000.0638 REVISIONS SHEET NO. A1.1 1 OF 7 1 EQUIPMENT SCHEDULE CONDENSER C1 -C8 BRYANT 561CPX060 208/3PH 5 TON GAS FURNACE F1 -F8 BRYANT 373LAV060111 80% HORIZONTAL 111,000 BTU COILS ALL BRYANT CK3BVA060 5 TON HORIZONTAL CASE C❑IL EWH1 QMARK ELECTRIC WALL HEATER LFK484 12,287 BTUH 208/17.3 AMPS EWH2 QMARK ELECTRIC WALL HEATER LFK404 10,239 BTUH 208/14.4 AMPS O O O O C C7 C8 C6 11 C5 _Q„ FOR COLD WEATHER OPERATI❑N O 0 35'-O" 35'-O" _ O O O O GENERAL NOTES C3 -� (D ALL DUCT BELOW JOB NO. ZONE #8 ZONE #6 I !I CEILING HAS 1 1/2' WRAP O RETURN AIR DOWNTURN THROUGH DRYWALL 0 ALL DUCT IN ATTIC HAS 1' LINER 3 INT❑ CEILING SPACE ALL FLUES ARE METALBESTOS B—VENT Q 71 ® ALL GAS LINES HAVE SHUT OFF AT UNIT O FINAL THERMOSTAT LOCATI❑N SHALL BE 0 ALL CONDENSERS HAVE DISCONNECT PROVIDED BY EC CONTRACTOR DETERMINED _ MOUNT C❑NSTRUCTI❑N THERMOSTAT IN © BRANCH DUCTWORK IS NOT PART OF THE SHELL BUILDING HVAC BUT HAS BEEN RETURN AIR �lE SHOWN ON THE DRAWINGS FOR PURPOSES OF PROVIDING A COMPLETE HVAC SYSTEM. x TYP. OF 8 I TYP. OF 8 x I! WHEN THE ACTUAL TENANTS HAVE BEEN SELECTED, AMENDMENTS IN THIS DESIGN WILL BE MADE TO ACCOMMODATE THE ACTUAL OF THE SPACE. ALL OF THESE AREAS 1 1/8 x 3/8 CONDENS❑R I, C 1 °° 1 1/8 x 3/8 REFRIGERANT LINES O , o QQ ALL FURNACES SHALL HAVE A DUCT SMOKE DETECTOR WHICH SHALL SHUT DOWN O CONDENSATE DRAIN THE BLOWER IN THE EVENT OF SMOKE BEING SENSED IN THE RETURN SYSTEM Qa � ® EACH SYSTEM SHALL BE EQUIPPED WITH 200 CFM OF OUTDOOR AIR CONTROLLED IC 6' SANATARY DRAIN a WITH A MOTORIZED DAMPER WHICH IS TO SHUT DOWN WHEN THE BLOWER SHUTS OFF ELECTRIC WALL HEATER QQ ALL CONDENSERS SHALL HAVE A LOW AMBIENT KIT TO CYCLE THE CONDENSER FAN 11 10' OUTDOOR AIR VENT V r\- A --1\71 IL x TYP. OF 8 I TYP. OF 8 C3 ' x �!O I I 1 1/8 x 3/8 °° I 1 cu w 1 1/8 x 3/8 ICU N I 1 -- ----�� ( IC 7t --- -- —1CA IC 7t— — — I — — —!C 21 V�Nt---- _ -1L1�1 FLUE IL — o----1L)I ILS-- -- �y FLUE - THROUGH ROOF 1 x I o '" THROUGH gw xCu cD N it ; i X R❑❑F 8• I I - 1 y O O N � N O ' I s --F\ 71 I F\ 7L— — — F\-- 71 I �/L--_—_ -� 71 — — — FLUE � ---JC —� F8 o O I 4 1 O FLUE F6 , O THROUGH ROOF o � I THROUGH ROOF 8' x I F7 O I ! F"5 8 11 i 11 71 --- _---1 ---- O1 Ll --- ---��1 —— ----may — (U ----F\A I 11 I VNl— 3 OO �� 0 o O I X 1 x — (O I cu (u N O I 1—\7L--- ----1071 I N71---X——r\-A LCA'--- ----vy I ICS-------1L)I O I IIf x I x r , - 71 N7L--N -----1071 I IC7L--- N - 711O ----1 -lL >1 V �r- - y r tt 8 7 I 1 o I o O I x I x ' co IC7L-- ILS--- --8s 1c—,Z =_ ==—J -A \NI TYP. OF 8 I TYP. OF 8 1 --- — 1 z Ln ZONE #7 ZONE #5 = E O I O FOR COLD WEATHER OPERATI❑N O 0 35'-O" 35'-O" _ O O O O GENERAL NOTES C3 C4 (D ALL DUCT BELOW JOB NO. PLAN NOTES V1 CEILING HAS 1 1/2' WRAP O RETURN AIR DOWNTURN THROUGH DRYWALL 0 ALL DUCT IN ATTIC HAS 1' LINER 3 INT❑ CEILING SPACE ALL FLUES ARE METALBESTOS B—VENT Q DUCT SMOKE DETECTOR IN RETURN AIR ® ALL GAS LINES HAVE SHUT OFF AT UNIT O FINAL THERMOSTAT LOCATI❑N SHALL BE 0 ALL CONDENSERS HAVE DISCONNECT PROVIDED BY EC CONTRACTOR DETERMINED _ MOUNT C❑NSTRUCTI❑N THERMOSTAT IN © BRANCH DUCTWORK IS NOT PART OF THE SHELL BUILDING HVAC BUT HAS BEEN RETURN AIR �lE SHOWN ON THE DRAWINGS FOR PURPOSES OF PROVIDING A COMPLETE HVAC SYSTEM. 0 ELBOW DOWN THROUGH TRUSS INTO SPACE WHEN THE ACTUAL TENANTS HAVE BEEN SELECTED, AMENDMENTS IN THIS DESIGN WILL BE MADE TO ACCOMMODATE THE ACTUAL OF THE SPACE. ALL OF THESE AREAS s CONDENS❑R ARE A FREE RETURN AIR SYSTEM, RETURN AIR GRILLES SHALL BE PLACED IN ALL Q REFRIGERANT LINES ROOMS TO PROVIDE FOR THIS RETURN SYSTEM. o QQ ALL FURNACES SHALL HAVE A DUCT SMOKE DETECTOR WHICH SHALL SHUT DOWN O CONDENSATE DRAIN THE BLOWER IN THE EVENT OF SMOKE BEING SENSED IN THE RETURN SYSTEM Qa EVAPORATOR COIL ® EACH SYSTEM SHALL BE EQUIPPED WITH 200 CFM OF OUTDOOR AIR CONTROLLED Q 6' SANATARY DRAIN a WITH A MOTORIZED DAMPER WHICH IS TO SHUT DOWN WHEN THE BLOWER SHUTS OFF 1° ELECTRIC WALL HEATER QQ ALL CONDENSERS SHALL HAVE A LOW AMBIENT KIT TO CYCLE THE CONDENSER FAN 11 10' OUTDOOR AIR VENT FOR COLD WEATHER OPERATI❑N O 0 35'-O" 35'-O" _ O O O O -10 r p„ 4'-10" 4- 8„ t L_ fJ FLOOR FLANIlk SCALE: 1/8" = i' -O" - z I 4'-8' I 5'-4" 1 4'-S' I S'-4" I S' -d" 05/04/01 C3 C4 CHK'D BY: JOB NO. � �o V1 Lq2 co CI 3 M~� * o� � � I w E" � � p `C H _ �d I �lE W 10 O ZONE #4 ZONE #2 f) o 1 I W 35/8" a I 1 � ocoz I I r\- A --1\71 IL x TYP. OF 8 I TYP. OF 8 x I I 1 1/8 x 3/8 °° I 1 w 1 1/8 x 3/8 -- ----�� ( IC 7t --- -- —1CA V�Nt---- — -1L1�1 o 0 x xCu I x I I N I O I F\-- 71 I �/L--_—_ -� 71 1 FLUE � ---JC —� L/ �Nr-- o FLUE , THROUGH ROOF o � X THROUGH ROOF 8' x I w 8 11 i 11 — (U ----F\A I 11 OO �� — O I O O I O IIf r , 711O 8 7 I 1 F3 O I O FS 2 00 1c—,Z =_ ==—J -A \NI 1c �r- — — --- — 1 z i O 1 o O I x I x ,D N xA I NO N I NAL---- ----1 I N/—I— -----NA ---_1 ICS--- ----�� II n\ /n I u n II o II II \/ II I II II I x I o 1 11 II /\ II 11 111 I 11 II 1, II II 1, II II �� — N — N -----F\\,71' I F\ /-I- X ----1�/1 I, \11 Y 11 II II II Lt== �� ==JJ 11 IL --- -----may I lz�Sr---- ----L\-J o , I x I I- IC7L--=' --- �7I I -lz N I IC 7L--- IL — — — x=-- JCA — -1L � O TYP. ❑F 8 I 8, "TYP. OF 8 ® I 10 O Z❑NE #3 VH MI O ZONE #1 ir1 Oin -10 r p„ 4'-10" 4- 8„ t L_ fJ FLOOR FLANIlk SCALE: 1/8" = i' -O" - z I 4'-8' I 5'-4" 1 4'-S' I S'-4" I S' -d" toe- V .... * No. 17813 •� ps.• STATE OF 2DB RT DATE: 05/04/01 DRAWN BY: C. MCCREARY CHK'D BY: JOB NO. � �o V1 co O►—ti W �A M~� * o� � � I w E" � � p `C H �d I �lE f) o W a � ocoz toe- V .... * No. 17813 •� ps.• STATE OF 2DB RT DATE: 05/04/01 DRAWN BY: C. MCCREARY CHK'D BY: JOB NO. REVISIONS SHEET NO. m I 1OFi