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CARMEL INDIANA 46032 ' ' °O'npJj"'r7r r'�A�S+i 71A �'aF c�J�y "cam/c UJ �g qR� Ni(�,,� jrq� oars etJc ���/ / C.'(,,rl y SFR l•,�C�c OCTOBER 1 PERMIT SET 1 N _ JJ rrrJf '\ •�_ •� 1�% � jV � Y' C rJ V 1�1 •RTV % N C ,✓ rrrd L, y U u� OWNER STRUCTURAL ENGINEER LANDSCAPE ARCHITECT CIVIL ENGINEER CONSTRUCTION MANAGER � �"� _ � _° Q A c1" W h -.•I C OUR LADY OF MOUNT CARMEL McCOMAS ENGINEERING CONTEXT LANDSCAPE ARCHITECTURE E, M, H &T JRF CONSTRUCTION =' z o DIOCESE OF LAFAYETTE41N-INDIANA 1717 EAST 116TH STREET 12 SOUTH MAIN STREET 7400 NORTH SHADELAND AVENUE 233 EAST 175TH STREET w jJ2n f-� res �aE- 14596 v� 14596 OAK RIDGE ;ROAD CARMEL, INDIANA 46032 FORTVILLE INDIANA 46040 INDIANAPOLIS INDIANA 46250 WESTFIELD INDIANA 46074 _�� J _ - _ = v� 7 f f n V C= O d d c v mg CARMEL, I N DIAINA 317-580-0402 317-485-6900 317-913-6930 317-896-1100 Q z o a s =N O N u Zr, �I c � 17 OD = Id � > ?_ r DESIGN ARCHITECT c al 802 MULBERRY STREET � �J � -f- z -1. � S. C U R R A �I NOBLESVILLE, IN 460601 ;� Hk 317.773.9804 VOICEi QI On z % ��o317. 773 .9828 FAX W'WW.CURRAN-ARCHITECTURE.COM G m EPROJECT CON -FACT: SHAWN M. CURRAN, RA a a as �, alf X,%►11111111,,,, H R f0.. �9 �� ,.•SEG\STE No. �� _ = w U o • 9600043 • _ Ln - - - cV O % STATE OF Z Q W u �. _ 4-J I.1 EXPIRES 11/70/11 � a- ABBREVIATIONS SCOPE NOTES SYMBOLS IN THE EVENT OF 14OES I ION`: RLGARDING THE THE CONIF-i,HALL BE RESPONSIBLE FOR REVIEWED SHOP DRAWINGS AND SUBMITTALS BY REFER TO PROJECT MANUAL (WHEN APPLICABLE) FOR ADDITIONAL (NOT ALL MAY APPLY) CONTRACT DOCUMLNI`;. >Pi ;It ICAHONS. LXISTING FAMILIARiliNt IM .ht -F WITH THE PROJECT SCOPE. Oh OTHERS SHALL NOT BE CONSIDERED AS PART OF REQUIREMENTS AND DIRECTIONS. AFF ABOVE FINISHED FLOOR FD FLOOR DRAIN OD OUTSIDE DIAMETER UON UNLESS OTHERWISE NOTED CONDITIONS OR DESIGN ,N l t N I rHE CONTRACTOR WORK, BU rvt, , IANDARDS, SCHEDULE AND DEADLINES. THE CONTRACT DOCUMENTS. THE ARCHITECT # KEYED NOTE OPNG OPENING UR URINAL E i ,u ACT ACOUSTICAL CEILING TILE FIN FINISH SHALL BE RESPONSIBLk 06INNING THE CONTF HALL FURTHER BE RESPONSIBLE ASSUMES NO RESPONSIBILITY FOR DRAWINGS, ALL INTERIOR FINISHES SHALL COMPLY WITH O REFER TO SHEET WHERE SHOWN. APP APPROXIMATE FLR FLOOR OPP OPPOSITE CLARIFICATION FROM [Fit AR(,H11EC1 PRI_)R TO BID FOR ADVI;,It�q+ i OWNER OF ALL LONG LEAD ITEMS SCHEDULES, AND/OR SPECIFICATIONS FOR WORK CHAPTER EIGHT (8) OF THE 2006 INTERNATIONAL ARCH ARCHITECT FT FEET VCT VINYL COMPOSITION TILE SUBMITTAL AND PROCLEDINU WI I H A 'I WORK AFFECTING: Y- ,JECT SCHEDULE AND SHALL. ON THE PROJECT PREPARED BY OTHERS. BUILDING CODE WITH INDIANA AMENDMENTS. WINDOW OR GLAZED OPENING TAG. SEE SCHED. OH OPPOSITE HAND IN QUESTION. UPON RE (.. jM THE OWNER, SUBMIT ORDER O IF WINDOW - W?, IF STOREFRONT - SF?, AWT ACOUSTICAL WALL TREATMENT FD FLOOR DRAIN VERT VERTICAL - IF CURTAINWALL - CW? OTO OUT TO OUT CONFIRMA : ,i,, 'i DELIVERY DATES FOR SUCH LUNG THE ARCHITECT WILL REVIEW ALL SHOP DRAWINGS, LIGHT GAGE METAL STUDS; STUDS, THEIR COMPONENTS BLKG BLOCKING FE FIRE EXTINGUISHER PLAS LAM PLASTIC LAMINATE VT VINYL TILE DESCRIBETHESE D ONLY NTRAC IIHiU �mlrl yr<t iIv!`r�UED TO LEAD ITEM +; JWNER. SUBMITTALS AND SAMPLES FOR CONFORMITY WITH AND THEIR CONNECTIONS SHALL BE ENGINEERED BY A AIN6 APPEARANCE OF THE CONTRACT DOCUMENTS AND RETURN THEM TO PROFESSIONAL ENGINEER LICENSED IN THE STATE ID ACCESSORY TAG. SEE ENLARGED TOILET PLANS. PLWD PLYWOOD ALL CON! + SUPPLIER REQUESTS FOR B.O. BOTTOM OF FEC FIRE EXTINGUISHER CABINET W WITH THE REAL PROPER F � IMPkt>dE: Mt iv (>, IN(a.t.JDING THE THE CONTRACTOR WITHIN SEVEN (7) WORKING DAYS WHERE THE PROJECT IS LOCATED. THE ENGINEER SHALL BOT BOTTOM PS PROJECTION SCREEN W O WITHOUT PERFORMANCE ANb , z::Vt . )r J! BALI i�` i XPECTED OF SUBSTITI,, i, ECIFIED ITEMS SHALL BE EXCEPT AS MAY OTHERWISE BE PROVIDED FOR BY AFFIX THEIR SEAL AND SIGNATURE TO SHOP DRAWINGS GA GAUGE OF ITS COMPONENT , >+t {;ON TRACTOR'S SUBMITI [ I vI NG, ACCOMPANIED BY THE BUILDING SECTION CUT. WB WOOD BASE ALTERNAI IV ('i INFORMATION, TO THE THE OWNER. AND CALCULATIONS SUBMITTED FOR REVIEW.' XXXX CAB CABINET GB GRAB BAR QT QUARRY TILE RESPONSIBILITY TO iN+IK r IA. AL[ WORK CAR CARPET WC WATER CLOSET COMPLETED AND Maw)o'K Iv`. At.L[ O IN FULL ARCHITECT! a. ,' h' THAT TEN (10) BUSINESS THE CONTRACTOR SHALL NOT REPRODUCE AND MARK STEEL REQUIRED TO TRANSMIT GRAVITY AND/OR LATERAL - GWB GYPSUM WALLBOARD R RISER WD WOOD COMPLIANCE AT A MINIMum Wil , Ali APPLICABLE DAYS, Pkt: OPENING DATE. SUBSTITUTION_ UP ANY PART OF THE CONTRACT DOCUMENTS FOR LOADS TO THE STRUCTURE NOT DETAILED ON THE STRUCT. ELEVATION TAG -INTERIOR OR EXTERIOR. CJ CONTROL JOINT SHALL (1N! „ ,,tNSIDERED IF THEY DO NOT SUBMITTAL AS A SHOP DRAWING. ANY SUCH DRAWINGS IS THE RESPONSIBILITY OF THE METAL STUD XXXX CL CENTER LINE HDWR HARDWARE RA RETURN AIR WH WATER HEATER CODES, REGULATIONS AN!,- �k[!INANC[: �; HAVING RB RESILIENT BASE WP WORKING POINT JURISDICTIONAL AU[HOkll'+ IVE.k 1HE PROJECT. SACRIFICE FUNCTIONALITY, APPEARANCE OR SUBMITTAL WILL BE REJECTED. SUPPLIER TO DESIGN, DETAIL, PROVIDE AND INSTALL. X/XXX WARRANI �i;; NO CIRCUMSTANCES WILL THE ANY SUBMITTAL REQUIRED TO BE REVIEWED MORE CMU CONCRETE MASONRY UNIT HM HOLLOW METAL METAL STUDS SHALL BE DESIGNED TO SUPPORT THE SECTION CUT AT AREAS SHOWN SMALL SCALE REF REFERENCE THESE CONTRACT u+,,,Ml ti NO: �,IiEMPT TO OWNER Ut rtt, TO PROVE THAT A PRODUCT THAN THE INITIAL REVIEW AND ONE (1) ADDITIONAL COL COLUMN HORIZ HORIZONTAL LOADS SHOWN IN THE DESIGN DATA IN ADDITION TO CONIC CONCRETE HVAC HEATING, VENTILATING, AIR COND. REFR REFRIGERATOR EQUALPROPOSE [ I ILj`, F PROP IS OR IS NOT OF REVIEW, WILL BE CONSIDERED TO E IN EXCESS OF ♦ • INSTRUCT THE CON I RAC. � tJf�' iP� � Ht DE. TAILS OF HIS THE WEIGHT OF THE MATERIALS ATTACHED TO THE � • X/XXX REQD REQUIRED TRADE. THEY ARE Ph.RFi,;kMAN, t PEi.;IFICATIONS EQUAL (;r;ir� THE PRODUCT SPECIFIED. THE SCOPE OF THE PROJECT. THE TIME REQUIRED METAL STUDS. METAL STUDS SHALL BE DESIGNED USING • • CONST CONSTRUCTION HW HOT WATER IN THAT THEY DO kE OuIRF 'OA; A,L,. MANUFACTURED UNDER tv� W ; IANCES SHALL THE CONTRAC i UR FOR THIRD AND SUBSEQUENT REVIEWS OFA ENLARGED PLAN. RO ROUGH OPENINGSUBMITTAL WILL BE PAID FOR BY THE CONTRACTOR THE LOAD COMBINATIONS IN SECTION 1605.3.1 OF THE •..� CONT CONTINUOUS ITEMS, MATERIALS ANU ry Crt_, r,ME Iy ! BE INSTALLED IN SCALE I E;E a�Aw,I . TO DETERMINE DIMENSIONS. TO THE ARCHITECT AT THE ARCHITECT'S STANDARD INTERNATIONAL BUILDING CODE, 2006 EDITION. NO XXXXX STRICT CONFORMANCE HF MANUFACTURER'S REFER Ir: Irl . �)ECTIONS AND DETAILS FOR ALL INCREASE IN ALLOWABLE STRESS IS ALLOWED. CT CERAMIC TILE JST JOIST BILLING RATES PLUS REIMBURSABLE EXPENSES. X�— ELEVATION TARGET. CW COLD WATER JT JOINT SA SUPPLY AIR RECOMMENDED SPECIEit;A,!uN`,. LXCFPI- IN THE DIMENSiONA wr ,RMATION. FINISH FLOOR = ASSUMED 0'-0" U.O.N. CASE WHERE THE C ONTkk` D 'UMENT ; ARE MORE ,,r THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEFLECTION DUE TO LATERAL LOAD SHALL BE LIMITED SCHED SCHEDULE THE CONIC �; tL4L.L BE RESPONSIBLE FOR 1HE. STRINGENT. ANY MISCLI , ANL 0OS ITEMS OR INSTALLA I IOI� : ti t i SELECTED MATERIALS WHICH VERIFICATION OF ANY EXISTING CONDITIONS AND ALL TO 3� OF THE STUD SPAN. FOR CANTILEVERS, THE xXX FINISH TAG. REFER TO LEGEND DET DETAIL KIT KITCHEN SEC SECTION MATERIALS NOT SPECIFICAI t'r NOTED, BUT REQUIRED CRITICAL DIMENSIONS ASSOCIATED WITH THE DEFLECTION DUE TO LATERAL LOAD AT THE END OF THE DF DRINKING FOUNTAIN LAM LAMINATE SIM SIMILAR FOR PROPER INS1At.LATION ';HAL i BE FURNISHED SHALL BE W ._ 1E IN ALL RESPECTS PRIOR TO FHE PROPOSED WORK. THE CONTRACTOR SHALL CONFIRM CANTILEVER SHALL BE LIMITED TO OF THE REVISION AND INSTALLED BY I HE +..ON I RACTOR. FINAL AC(;T I ANt UNLESS OTHERWISE NOTED. DIM DIMENSION LAV LAVATORY SPECS SPECIFICATIONS THAT ALL WORK OUTLINED WITHIN THE CONTRACT CANTILEVER DIMENSION. Lkn DRWGS DRAWINGS LLH LONG LEG HORIZONTAL SF SQUARE FOOT ALL WORK SHALL. 17t WARRANT[-[) SATiSFA(,TORY, IN THE CON I t.. hAI-1 PRESERVE ALL PRINTED DOCUMENTS CAN BE ACCOMPLISHED AS SHOWN, PRIOR METAL STUD MANUFACTURER SHALL DETERMINE FINAL MATERIALS AND WORKMANSHIP t: Construction Matthew Documents Center Our Lady of Mount Carmel 14596 Oak Ridge Road SOILS MAP (not to scale) LOCATION MAP (not to scale) Carmel, IN 46032 StCeet ` _ f ti i o SO A �. 0. \ rii �\ �' ♦trvv 13uticlitig ' �. \ ty' al ■ 4or,i ```, -.� ■ \< �rrr�rrrrrrrrrrrrrrrrrrrr.rir � ,\�or�aaveory '� ..;e ,aa.,°:� . �- rrrrrrN rrrrrrrrrri�`' rrrrrrrrrrrlt��rrrrrrrrrrr,, w-o--.,..wa ----- rrrrrrr rrrrrrrNr ;�`\ ,. ■ t r \ A- \ MUN 11REEM0111 IM 1111M 'A ro'ect .Area 00 al OVERALL SITE MAP 0 25' 50' 100' Scaler I" = 50'-0" SHEET INDEX No. DESCRIPTION C0.0 COVER SHEET BOUNDARY SURVEY TOPOGRAPHIC SURVEY C1.0 SITE DEMOLITION PLAN C1.1 STAGING PLAN C2.1 UTILITY PLAN C2.2 GRADING PLAN C2.3 SWPPP PHASE I INITIAL MEASURES C2.4 SWPPP PHASE II CONSTRUCTION AND FINAL MEASURES C2.5 SWPPP DETAILS C2.6 SWPPP DETAILS C2.7 UTILITY DETAILS C3.0 SITE LIGHTING PLAN C4.0 LANDSCAPE PLAN C5.0 OVERALL STORMWATER MANAGEMENT PLAN C5.1 STORM SEWER PLAN & PROFILES C5.2 STORM SEWER PLAN & PROFILES C5.3 STORMWATER DETENTION PLAN AND DETAILS C5.4 STORM SEWER DETAILS C5.5 STORM SEWER DETAILS C5.6 STORM SEWER DETAILS C5.7 STORMWATER QUALITY PLAN C6.0 SITE DETAILS C6.1 SITE DETAILS PROJECT DATA Section: 23 Township: 18N Range: 3E County: Hamilton Township: Clay City/Town: Carmel Project Address: 14596 Oak Ridge Road, Carmel, IN 46032 Project Area: 2.72 Acres Building Area: 0.29 Acres Location: 14596 Oak Ridge Road, Carmel, IN 46032 Narrative: 12,672 s.f. building Building Information Building Area: 12,672 s.f. building Building FFE: 885.00 Parking Standard Parking Spaces: 100 Accessible Spaces: 5 Total Spaces Provided: 105 Frontage Road: 146th Street Zoning Information Zoning: S-2 Residence District Soils Type Description Br Brookston, 0-2% slopes CIA Crosby silt loam, 0-3% slopes LEGAL DESCRIPTION Part of the Southeast quarter of Section 14, Township 18 North, Range 3 East, Washington Township and a part of the Northeast quarter of Section 23, Township 18 North, Range 3 East, Clay Township, being in Hamilton County, Indiana and being more particularly described as follows: Beginning at a Harrison Marker located at the Southeast corner of said Section 14, also being the common Northeast corner of said Section 23; thence along the common line between said Sections 14 and 23, South 89 degrees 13 minutes 21 seconds West, for a distance of 60.00 feet to the west right of way line of Oak Ridge Road and the point of beginning; Thence along the west line of Oak Ridge Road, North 00 degrees 03 minutes 46 seconds East, a distance of 110.18 feet; thence continuing along said west line, North 45 degrees 19 minutes 02 seconds West, for a distance of 69.91 feet to the south right of way line of 146th Street; thence along said south line, South 89 degrees 13 minutes 21 seconds West, for a distance of 213.52 feet; thence continuing along said south line, along a curve to the left having a radius of 926.45 feet, an arc length of 163.26 feet, and being subtended by a chord bearing North 88 degrees 10 minutes 27 seconds, for a distance of 163.05 feet; thence continuing along said south line, North 10 degrees 52 minutes 27 seconds West, for a distance of 10.00 feet; thence continuing along said south line, along a curve to the left having a radius of 936.45, an arc length of 161.86 feet, and being subtended by a chord bearing North 74 degrees 10 minutes 27 seconds East, for a distance of 161.86 feet; thence continuing along said south line, South 69 degrees 13 minutes 21 seconds West, for a distance of 7.87 feet; thence continuing along said south line, South 24 degrees 13 minutes 21 seconds West, for a distance of 28.29 feet; thence continuing along said south line, South 69 degrees 14 minutes 57 seconds West, for a distance of 249.41 feet; thence continuing along said south line, South 89 degrees 13 minutes 21 seconds West, for a distance of 77.01 feet to the east line of a subdivision named Village of Mount Carmel, First Section as recorded in Plat Book 2, Page 86 in the Office of the Recorder of Hamilton County, Indiana; thence along said east line, South 00 degrees 08 minutes 40 seconds West, for a distance of 600.08 feet to the North line of said subdivision; thence along said North line, North 89 degrees 13 minutes 21 seconds East, for a distance of 922.12 feet to the West line of Oak Ridge Road; thence along the said West line, North 00 degrees 07 minutes 57 seconds East, for a distance of 330.82 feet; thence continuing along said West line, North 89 degrees 52 minutes 03 seconds West, for a distance of 10.00 feet; thence continuing along said West line, North 00 degrees 07 minutes 57 seconds East, for a distance of 269.10 feet to the point of beginning. Containing 14.924 acres, more or less. Also including Lot 19 in Village of Mount Carmel, First Section as recorded in Plat Book 2, Page 86 in the Office of the Recorder of Hamilton County, Indiana, a part of Section 23, Township 18 North, Range 3 East, Clay Township, Hamilton County, Indiana. Containing 0.747 acres, more or less. Containing in all, 15.671 total acres, more or less. BENCHMARK DATA SITE BENCHMARK - TBM #100: BENCH TIE SET IN THE SOUTHWEST SIDE OF UTILITY POLE #182PS1905, LOCATED ALONG THE SOUTH SIDE OF 146th STREET AND APPROXIMATELY 100 FEET WEST OF THE NORTH ENTRANCE TO OUR LADY OF MOUNT CARMEL, DATE. B.M. ELEVATION = 883.68 SITE BENCHMARK - TBM #101: BENCH TIE SET IN THE WEST SIDE OF UTILITY POLE #181 PS1774, LOCATED WEST OF THE WEST BUILDING ON THE CHURCH CAMPUS (GYM) AND APPROXIMATELY 6 FEET WEST OF THE CHAIN LINK FENCE CORNER, ALL LOCATED AT THE SOUTHWEST AREA OF THE SURVEYED SITE. B.M. ELEVATION = 885.23 CONTEXT landscape architecture 12 S. Main Street, Suite 100 Fortville, IN 46040 tel 317.485.6900 fax 317.485.6912 www.context-design.com wart Hambleton Evans Mech &Tilton Inc. Engineers • Surveyors • Planners • Scientists 7400 N. Shadeland Ave., Ste. 150, Indianapolis, IN 46250 Phone: 317.913.6930 Toll Free: 888.775.3648 emht.com COVER SHEET LI' z 10 gd2Q13fit E O `t��, ; r13 r til f~'a /! r•, it �j e, f 3 ; ~�� j'ftla0 �t i, T-. .-.t} ? I i r ', CT 4 Y h T 11 �,ea /4' _.. J� ' / a r fi s t , L , . -7" ' : a ;yam �' �. ___ y, V - ' \ c,?t iy ft F . c. - . I,,,.. �11.Z•.11 �� f .. d 'i r 431 ' : r _> at Wit'Al, : . � j i ms�s, �T .7ri V I!.,I �, / , a -h j y �,. j,F µ .. s.. r;,'-•„4 a > ..?•a -``1 ` ri 1 Yom, �', z . r% r �'.,;"ly x1 , ..- 1 r� Yr tt' ,,i-Ll:�r� 6 S�rTi `7 •/ :}r )4 ,,� 5..."^^/'.�, Cw ; ::.:f� >I , . ..r .el' ,� r�'I:, ^.`!' a ? f, ;i t-'I"'.'•".��. � (•--. 3 ,ir 4 t``` t'� f i /tn_ ', t i, r r� i- ,.gig 3 t j`. F r .� r, 1 a t31f !tit I, -,r t �'' jt Car BI; : f r' ESt ~� _ r ... �.:... ••',-7n� }[ "�a�.'.. ir, 4p1 4: ti j�a I ',1. Kr lr'i r r ^'.• .I,.ni t f '� .�i.i.•..'_i r .':i"' t .L r4 l ♦ , ,5, `^`t . 1. ! t \ , r te '}} a �� i'b t,�,i,v. l h j.��tih t ,4 Zs,;�r }}•+ 111 .. {1.yll�yy,Y�>y<�..-� :f'r J't.,,.. i11 F 2 6r •t r rr.•j }JfHf l.. - r• �' - .;� I/ it Y. �t �` .Its .i - "o i i+AvxEO;a n ; VICINITY MAP I ot'-%MAIrIt . LINETYPE DESCRIPTION SYMBOL DESCRIPTION .SYMBOL DESCRIPTION ---•-- - NTUNE EASEME R . REGM004EN M 0 --3 POWERPOLE-GUYWIRB 1 � F' I RIGHT OF WAY UNE P. PLAT DDAENSION E 0) 0 ELECTRIC METER -1AANHOLE . - 60UNDARY UNE IC. I -, % , CALCULATFA DIMENSION . M. Q t�J TRANSr•ORMER - HVAC - - ---- SECMNUNE W. MEiVSUREDDUAENSKkI 4b4 GO GAS VALVE •GAS METER . Also including Lot 19 In Village of Mount Carmel, First $action as recorded In Plat Book 2, Page 66 In the Office of the . FARM/ BARBED WIRE FENCE O MONUMENTFOUt1D O Containing In all. 15.671 total acres, more or less. --K•- FINDINGS OF FACT . CHAINUNKFENCE O CAPPWREBAR(EMMT) CAO SEWERCLEANOUT deeds. No monumentation was found around the subject parsers Lot 19. The south line was set by. running the north line WOOD 1 PRIVACY FENCE o MONUMENT SET c) STORM SEWER MANHOLE who said they were not actual record/instrument numbers. Some of the easements are labeled with benefit of said old - UNIMPROVED DRIVE I ROADQ documents, but cannot guarantee the legality of such documents. They are only shown for reference of possible Iegal SECTtON CORrtER 10 SANITARY SEWER MAI'IHOLE All utilities shown on the face of this plat were located from field survey Information. This survey did not physically locate " - -- SWALE 101TCH /FLOW LINE I 1 I EASTiNGSIGNS Rift: RIM ELEVATION tY 91------l13 AERIAL ELECTRIC BURIED ELECTRIC CABLE AERIALTELEPHONE BURIED TELEPHONE CABLE GAS UNE - SIZE AS SHOWN * epp o `bUGii I 910 MAILBOX G TRAFFIC PFAESTAL - MANHOLE IE I@ 4D 10 = ®TELEPHONE 10 lNVERTEiEVAT]ON STORAISEWERINLETS STORIA SEWER END SECTION PEDESTAL - MANHOLE em '1' of WATERUNE-W.EASSHOWN & SOILBORING W>4 we WATER VALVE -WATER METER ., >' 1 SANITARY SEWER SIZEASSHiOWN 0 V FIRE HYDRANT . n (st; STORMSEWER SIZE AS SHOWN 9 tit POST INDICATORVALVE(PM BOUNDAR I' SURVEY for O r Lady uj Mount Carmel Section 14, 1` id X, R 3 E r�'✓azihzrngton To�w.u,.tc, ,�,, Westfield, IN ,.Vection 23, 1 N, R 3 E AS -SURVEYED LEGAL DESCRIPTION . Part of the Southeast quarter of Section 14, Township 18 North, Range 3 East, Washington Township and a part of the 2010042715 SURVEY $20.00 Northeast quarter of Section 23, Township 18 North, Range 3 avast, Clay Township, being in HaniOEon County, Indiana 09!03/2010 02 : 07 : 42P 1 PGS and being more particularly described as follows: Jennifer J Hayden HAMILTON County Recorder IN Recorded as Presented Beginning at a Harrison Marker located at the Southeast comer of said Section 14, also being the common Northeast FOUND RAILROAD SPIKE lllllllllillii�IllillilllllillillllliililimilIIINIIIIIIIIiIVllll comer of said Section 23; thence along the common line between said Sections 14 and 23. South 89 degrees 13 minutes NORTHEAST CORNER21 Seconds West, for a distance of 60,00 feet to the west right of way fine of Oak Ridge Road and the point of beginning; SOUTHEAST QUARTER thence along said west right of way line, South 00 degrees 07 minutes 57 seconds West, for a distance of 269.10 feet; SECTION 14 1 thence continuing along said west line, South 89 degrees 52 minutes, 03 seconds East, for a distance o1 10.00 feet; f- i a -N, R -3-E l f thence Continuing along said wast line South 00 degrees OT minutes 57 seconds West, for a distance of 330.82 feet also 44 .... __. __ % - x< t " "`J BOARD of C044MISSIONERS t y _ .---~ \OF HAMILT014 COUNTY, INDIANA 1 INSTR. #100200061647 ____ _ ----_ ... w__n - - �_�...•....� .... .... ...��. —,- •_.__ $10'52'27"E r......,........ii$Z1"P _ ..,......... 13 �T _, os9��t026.45 �._,_�_�,_,'' .1,11111 / _ ' 11, " 1� / LLy-~ /� 6'�' A S I if- . i� 61 •s6 / / / 0 1 gg L� e51-1 _ H s�, UVWD ff rr ae PAVL>iLrrr � `( --rr \ 111,11111111111111 ::Z:� �._g) t-0 CONCRETE R/Y! MA °ooi 1 J \ ``,(- ^ �' i V001 ," 0,97' N s1' E 'IN �� > ;I \ . \ ._ t� \ \ � t `� �.�� _va I I � tis' «v CQIY FRO t " \ CORNER N6a t3 21.E / I - - .a . i 1.. '- 4 .1.. t__t _ _- �_ y I ( 1 ! 00 OAPn ` 7. , j Y s,i L c ``M $�� N24'13'21"E �� /r r1/ t ,\ ? �,\ \ 2? ti f O ty d <_ > t\ \\� r 1 t 066 28.29 o4\ta 1 xIo �Y -.- j46%� t j , gg holt �yO�k l' <° 2 - - I 1 , ,. ` i ; 80ARU tai COMMISSIONERS N { 1 dam"- toe . i.. t / L! of HAIL LEON COUNTY. INDWJA s f 1 b / L , ,.,)I, o t,>s;Lrnu,li 1 i/' tt_` \ INSTR. #200240061647 s �at1 W_. ,y3"E . / // 1/ / oeP�° t�1 jlNsItx. ,a / /7_I_ _. t_.�. [Ei ( [� '{`� N69 �� Ag �� / / ___ .,,,1' r 7t i lam, . f / 7 / / ,: _._�L -7'/ 1.Z 1 i 7 ! i l � / j �~ / I _�W _4 1 fEl i 20 _ Irl ;..-..7. , ' + �o il` �o _E�icTRIc P t iltvE easEt�> N7_11W /)Y VACATION r t?.O.a. .00 �` 7 - . � INSTR, so2tis75 INSTR 2002000816 B° ` - _N I , -� � %�,, South Lit SEA'A Sec.7-i , id, �t .. �,-- -, .�.-. w w ,.?.,. -u. « w w w .. FWRF ...... <oyQro ..._ �11"t - OOD COt/ashington Township -City of Res�ifieivl wt Sox : — -... •�0 Eine. 1 4. Svo.23,?YBN,R 3 0�....w-. _ .l�`cJ �IFOUND MARKER, AT wr..w rw+Q(i \ 77.01 aav Township = City o1 Ca"MI gQ\, - _"(' } `\ \, \ _.., 2.S _.� _ `\ \_,_... \ ._ -.. _. \... � do\tM— _ \ __ . ) \ e til � ro\�l I _..._. <°°c° �Oy, flci - 000 -- "-" \ i1�> <°gQ' rc�j / / ` j 1 ,' . w6IK w..- ? �'KI t si,SIT i� 431�' 31 C8f el 1 },• E?fain Si 'f 13t�t SC Vf pto,n $t 7' i , , h CM;w �} au 0201 NAYTEG`oiln►N VICINITY MAP Lor 18 VILLAGE OF MOUNT CARMEL FIRST SECTION PLAT BOOK 2 AND PAGE 86 ti' i 0 15 30 45 60 HORIZONTAL SCALE 1' = 30 This drawing Is not Intended to be represented as a retracement or original boundary survey, a route survey, or a Surveyor location Report. N ro fi05 16. >� iiUCREf''R�W r f�,i�'t< ,,,� "$a�"�g> • � �� .<_r -~`'`tee. 0.97' N I �, FRO fv69,.13 2'1, , N24.13'21 "E r ,-tt 28.29' a;� ' 10'Xj•O UTILITY SASE FNT t i i �tNSTRUM `T# `2-5$ U' 14 -1 '?, � j� (' 1l'.-'� 15' UTILITY EASEMENT L> " INSTR. #24900 Cal _ 7•7-7 -,�....�.- FT 777f T w , [Ej (E] _ _(�1 wj. 4 E - __ 2 � ELECTRIC P7E INSTR. #9028675 I I I ,• I .�- 1' J South,, Line, SE 1/4, Sec.14,718N,RSE -North. Line, NE 1/4, Soo. 23.T18NWE In IT] P M _. t ` C 1 �Y,r ,, ce /� 1 I 00 � C_? cam,+ .�- � oA�i`� ��� co StOD > _CL st , t RWontf 1:)L�10 �11� it MIL: iaTic off -.._ off Lift l Off R'S NOT TOPOGRAPHIC SURVEY for Our Lady of Mount Carmel Section 14, T 18 N, R 3 E Washington Township, Westfield, IN Section 23, T 18 N, R 3 E Clay Township, Carmel, IN 1--800-382-5544 OR 811 Indiana Underground Plat Protection Service CARMEL UTILITY CONTACTS SANITARY SEWER CARMEL UTILITIES 760 3rd Ave. SW Carmel, IN 46032 PHONE: (317)-571-2648 TELEPHONE SBC 10915 VEON DR. FISHERS, IN 46038 PHONE: (317}596.9190 CABLE TELEVISION BRIGHTHOUSE 516 E. CARMEL DR. CARMEL, IN 46032 PHONE: (317}972-9700 GAS VECTREN P.O. Box 1700 Noblesville, IN 46060 PHONE: (317}776.5535 WATER CARMEL UTILITIES 760 3rd Ave. SW Carmel, W 46032 PHONE: (317)-571-2648 ELECTRIC CINERGY 1441 South Guilford Road Carmel, IN 46032 PHONE: (317)581.3041 BENCHMARK DATA SITE BENCHMARK - TSM #100: BENCH TIE SET IN THE SOUTHWEST SIDE OF UTILITY POLE #182PS1905, LOCATED ALONG THE SOUTH SIDE OF 146th STREET AND APPROXIMATELY 100 FEET WEST OF THE NORTH ENTRANCE TO OUR LADY OF MOUNT CARMEL, DATE. B.M. ELEVATION = 883.68 SITE BENCHMARK - TBM #101: BENCH TIE SET IN THE WEST SIDE OF UTILITY POLE#181PSI774, LOCATED WEST OF THE WEST BUILDING ON THE CHURCH CAMPUS (GYM) AND APPROXIMATELY 6 FEET WEST OF THE CHAIN LINK FENCE CORNER, ALL LOCATED AT THE SOUTHWEST AREA OF THE SURVEYED SITE, B.M. ELEVATION = 885.23 BASIS OF ELEVATION: Coordinates and elevations shown on this survey are based on the Indiana State Plane Coordinate System East Zone, NAD83 (CORS96). Elevations are based on NGVD88 Datum, which was not verified With NGS monuments. LINE TYPE STRUCTURE DATA TABLE _ .. _ STR.fi RIM _ IE OUT i IE IN IE IN IE IN IE IN 606 879.85 POWER POLE -GUY WIRE S-876 47 RIGHT OF WAY LINE _ 605 :879.90 N-876.97 - - BOUNDARY LINE 608 880.80 N-877.60 TRANSFORMER -HVAC - - - - - 607 •880.81 MEASURED DIMENSION MONUMENTFOUND S-877 31 GAS VALVE -GAS METER X 610 882.23 CHAIN LINK FENCE 5-878 57 CAPPED REBAR (EMH&T) 609 879.04 WOOD / PRIVACY FENCE 0 MONUMENT SET 600 881.66 8-8 78.61 tN 878.68 UNIMPROVED DRIVE 1 ROAD Q 601 1881.85 S-878.55 N-878.64 0004- - �....r 602 881.77 E 878.44 N-878.47 s AERIAL ELECTRIC t= 603 882.03 E-877.73 S 877.98 'W-877.98 I , 604 884.17 N-878.12 ,S&878.17 SW -879.97 ` 883.20 NE -880. w_.._0620 _. � S-880 70 I ' 621 882.49 E-880.94 N-881.49 PEDESTAL - # 621A ;882.81 SE. -18811.90 NW 88190 i,' 621E 883.12 SE -881.58 'NW -88158 $On" BORING W 4 We 621C '882.41 SANITARY SEWER SIZE AS SHOWN 622 ;882.95 N-890.18 7E-879.95 S-880.29 623 :882.24 611 :882.59 W-881.34 ;E-881.39 1 612 882.88 W-881.64 NE 882 05 ' 613 '883.04 W-1877.1.59. 5-877 64 . E-8.7.8.03 614 883.43 S-876.91 E-876.93 617 1883.47 W-876.52 NW -876.62 618 :883.25 W-875.50 E-875.53 616 883.18 887.78 FULL OF WATER 615 884.11 N-880.75 W 880 74 V-881.80 S-880.76 'S-88214 619 882.88 N 880 61 S-880.61 W-881.11 N24.13'21 "E r ,-tt 28.29' a;� ' 10'Xj•O UTILITY SASE FNT t i i �tNSTRUM `T# `2-5$ U' 14 -1 '?, � j� (' 1l'.-'� 15' UTILITY EASEMENT L> " INSTR. #24900 Cal _ 7•7-7 -,�....�.- FT 777f T w , [Ej (E] _ _(�1 wj. 4 E - __ 2 � ELECTRIC P7E INSTR. #9028675 I I I ,• I .�- 1' J South,, Line, SE 1/4, Sec.14,718N,RSE -North. Line, NE 1/4, Soo. 23.T18NWE In IT] P M _. t ` C 1 �Y,r ,, ce /� 1 I 00 � C_? cam,+ .�- � oA�i`� ��� co StOD > _CL st , t RWontf 1:)L�10 �11� it MIL: iaTic off -.._ off Lift l Off R'S NOT TOPOGRAPHIC SURVEY for Our Lady of Mount Carmel Section 14, T 18 N, R 3 E Washington Township, Westfield, IN Section 23, T 18 N, R 3 E Clay Township, Carmel, IN 1--800-382-5544 OR 811 Indiana Underground Plat Protection Service CARMEL UTILITY CONTACTS SANITARY SEWER CARMEL UTILITIES 760 3rd Ave. SW Carmel, IN 46032 PHONE: (317)-571-2648 TELEPHONE SBC 10915 VEON DR. FISHERS, IN 46038 PHONE: (317}596.9190 CABLE TELEVISION BRIGHTHOUSE 516 E. CARMEL DR. CARMEL, IN 46032 PHONE: (317}972-9700 GAS VECTREN P.O. Box 1700 Noblesville, IN 46060 PHONE: (317}776.5535 WATER CARMEL UTILITIES 760 3rd Ave. SW Carmel, W 46032 PHONE: (317)-571-2648 ELECTRIC CINERGY 1441 South Guilford Road Carmel, IN 46032 PHONE: (317)581.3041 BENCHMARK DATA SITE BENCHMARK - TSM #100: BENCH TIE SET IN THE SOUTHWEST SIDE OF UTILITY POLE #182PS1905, LOCATED ALONG THE SOUTH SIDE OF 146th STREET AND APPROXIMATELY 100 FEET WEST OF THE NORTH ENTRANCE TO OUR LADY OF MOUNT CARMEL, DATE. B.M. ELEVATION = 883.68 SITE BENCHMARK - TBM #101: BENCH TIE SET IN THE WEST SIDE OF UTILITY POLE#181PSI774, LOCATED WEST OF THE WEST BUILDING ON THE CHURCH CAMPUS (GYM) AND APPROXIMATELY 6 FEET WEST OF THE CHAIN LINK FENCE CORNER, ALL LOCATED AT THE SOUTHWEST AREA OF THE SURVEYED SITE, B.M. ELEVATION = 885.23 BASIS OF ELEVATION: Coordinates and elevations shown on this survey are based on the Indiana State Plane Coordinate System East Zone, NAD83 (CORS96). Elevations are based on NGVD88 Datum, which was not verified With NGS monuments. THE PROPERTY LINES SHOWN ARE NOT BASED UPON PHYSICAL EVIDENCE AND ARE APPROXIMATE ONLY. THE LINES SHOWN DO NOT REPRESENT A BOUNDARY SURVEY. THIS SURVEY REFLECTS ABOVE GROUND INDICATIONS OF UTILITIES AND INFORMATION AVAILABLE FROM UTILITY COMPANIES. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. T i LS20400029 t` STATE OF i ve ndrew D. Baxter, Jr., P.L.S Date: 08-25-10 Scale: 1" = 30' Evans, Mechwart, Hambleton & Tilton, Inc. - Engineers - Surveyors - Planners - Scientists 7400 North Shadeland Avenue Job No.: 2010-0105 Suite 150, Indianapolis, IN 46250 Phone: 317.913.6930 Fox:317,913.6928 Columbus-Cinckuwi-Indienavolia.Charlotte Sheet: 1 of 1 7-23-2010 1 ADD DRY BASIN WETLAND AREA 8-25-2010 1 UPDATE UTILITIES AROUND 1 STORT BRICK BUILDING & ALONG 146th STREET LINE TYPE DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION --- ---- EASEMENTLINE R. RECORDDIMENSION !d POWER POLE -GUY WIRE RIGHT OF WAY LINE P. PLAT DIMENSION E O ELECTRIC METER- MANHOLE - - BOUNDARY LINE C. CALCULATED DIMENSION T� nHC TRANSFORMER -HVAC - - - - - SECTION UNE FARM I BARBED WiRE FENCE W. 0 MEASURED DIMENSION MONUMENTFOUND GD -4 GO GAS VALVE -GAS METER X CHAIN LINK FENCE O CAPPED REBAR (EMH&T) C.00 SEWER CLEANOUT WOOD / PRIVACY FENCE 0 MONUMENT SET ® STORM SEWER MANHOLE UNIMPROVED DRIVE 1 ROAD Q SECTION CORNER ® SANITARY SEWER MANHOLE 0004- - SWALE / DITCH / FLow LINE j 1 EXISTING SIGNS pilt RIM ELEVATION 4 IQ AERIAL ELECTRIC t= BURIED ELECTRIC CABLE rt CE MAILBOX IL. INVERTELEVATION AERIAL TELEPHONE p LIGHTING ® ® ®STORM SEWER INLETS BURIED TELEPHONE CABLE © ® TRAFFIC MANHOLE Iia STORM SEWER END SECTION TELEPHONE (arc c) GAS LINE - SIZE AS SHOWN PEDESTAL - ® O PEDESTAL - MANHOLE WATER LINE - SIZE AS SHOWN $On" BORING W 4 We WATER VALVE- WATER METER SANITARY SEWER SIZE AS SHOWN FIRE HYDRANT s) Im STORM SEWER SIZE AS SHOWN ti(7 POST INDICATOR VALVE (PIV) THE PROPERTY LINES SHOWN ARE NOT BASED UPON PHYSICAL EVIDENCE AND ARE APPROXIMATE ONLY. THE LINES SHOWN DO NOT REPRESENT A BOUNDARY SURVEY. THIS SURVEY REFLECTS ABOVE GROUND INDICATIONS OF UTILITIES AND INFORMATION AVAILABLE FROM UTILITY COMPANIES. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. T i LS20400029 t` STATE OF i ve ndrew D. Baxter, Jr., P.L.S Date: 08-25-10 Scale: 1" = 30' Evans, Mechwart, Hambleton & Tilton, Inc. - Engineers - Surveyors - Planners - Scientists 7400 North Shadeland Avenue Job No.: 2010-0105 Suite 150, Indianapolis, IN 46250 Phone: 317.913.6930 Fox:317,913.6928 Columbus-Cinckuwi-Indienavolia.Charlotte Sheet: 1 of 1 7-23-2010 1 ADD DRY BASIN WETLAND AREA 8-25-2010 1 UPDATE UTILITIES AROUND 1 STORT BRICK BUILDING & ALONG 146th STREET I 0 N, E]---[E]---[E] [E] ✓ v. c it or Ticket L B-1 v 0 _> 00" - _>000- - ->000-- - ->000IE: 880.85 1 03 a a a a a a EXISTING BUILDING TO REMAIN o0 _ rr -- -[E]— — --[E] �\ [EJ ♦ 00 r OC1Pit�"�rmEi — `41 -- [W] [W] .___. i NOTE: PER THE OWNER'S REQUIREMENT, THE EXISTING BUILDING (SHOWN ON THIS SHEET TO BE DEMOLISHED) IS TO REMAIN IN SERVICE AND BE OCCUPIED BY THE OWNER UNTIL THE PROPOSED BUILDING IS COMPLETED. AS WORK OF THIS SITE DEVELOPMENT PROJECT, THE GENERAL CONTRACTOR SHALL DEVELOP AND SUBMIT TO THE OWNER A SCHEDULE FOR SITE DEMOLITION THAT ACCOMODATES THE OWNER'S OCCUPANCY REQUIREMENT. DEMOLITION LEGEND EXISTING ASPHALT PAVEMENT TO BE REMOVED. SAW CUT SMOOTHLY PAVEMENT TO BE REMOVED FROM PAVEMENTS TO REMAIN. EXISTING CONCRETE PAVEMENT TO BE REMOVED. SAW CUT SMOOTHLY PAVEMENT TO BE REMOVED FROM PAVEMENTS TO REMAIN. TREE PROTECTION LEGEND V- — EXISTING TREE TO BE REMOVED IN ITS -- �E-] -- [E]- OD ° W 00000 u B o x 77.01 �0 /1, Fence post to - — �i - ---- - - ' - be removed. - - B C]------ -- ET ]; [BTC] BTC] [BT 000 - Cleanly sawcut -[ —-BT-C 11110\" > —>000 — — >000 >000 - asphalt, a t, t .�TL> oo -------- -rHTc�- [BTC] R2 400"uR3 1 Existing detention basin to be filled O O O U Existing septic structure 00 to be removed. - O 0* O - `� Existing storm lines & PVC I P� I �OX. LOCA ON Existing storm lines & structures to be removed.' 1 �... Per letter dated August 26, 2010 from triG Awry ;,ol ps ji ingineers and email arat,,, j4a�Auntper 10, 2010 from the Indiana i Departmentof Environmental MarlayerTluilt [tie exlsimy wetland has been deter;}Inleo i -o ue an exempted isolated wetland and permits are riot iequired trorn those agencies to plaLt, ii1� �Ilatenal therin. r I I Stop / I E?servd a [� LReserv+ I ��i' Existing lighting �- Remove existing shrubs. i to be removed DON'T DIG BLIND be removed & capped. - - ;� EXISTING BUILDING TO REMAIN k . 1-800-382-5544 CALL TOLL FREE 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA CAUTION ENTIRETY. EXCEPT AS REQUIRED OTHERWISE, GRIND STUMPS 24" MIN. [E] BELOW PROPOSED FINISH GRADE. [W] 1 EXISTING TREE TO REMAIN AND BE PROTECTED AS SHOWN ON C5.2 DETAIL �. SHEET. 0EXISTING TREE TO BE RELOCATED. REFER TO SHEET C4.0 FOR PROPOSED - - LOCATION & C5.2 FOR SCHEDULE (R1 -R6). GENERAL SITE DEMOLITION NOTES [BT A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. B. ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY, OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. C. THE LANDSCAPE ARCHITECT AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THIS PROJECT. D. THE CONTRACTOR SHALL REPORT IMMEDIATELY TO THE LANDSCAPE ARCHITECT ANY DISCREPANCIES BETWEEN THE EXISTING CONDITIONS SHOWN ON THESE PLANS AND ACTUAL FIELD CONDITIONS. IF THERE ARE ANY QUESTIONS O n t ro O X REGARDING THIS SITE PLAN, CONTACT THE LANDSCAPE ARCHITECT PRIOR TO CONTINUING WORK. E. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE RESULTING FROM CONSTRUCTION ACTIVITY TO EXISTING SITE ELEMENTS THAT ARE TO REMAIN. F. THE CONTRACTOR SHALL SMOOTHLY SAWCUT EXISTING PAVEMENTS TO BE REMOVED FROM PAVEMENTS TO REMAIN. SAW CUT EXISTING CONCRETE PAVEMENTS AT THE NEAREST JOINT THAT ALLOWS INSTALLATION OF THE PROPOSED IMPROVEMENTS. G. EVERY EFFORT SHALL BE MADE BY THE CONTRACTOR TO PROTECT EXISTING TREES TO REMAIN. THIS EFFORT SHALL INCLUDE, BUT IS NOT LIMITED TO, INSTALLING TREE PROTECTION FENCING AROUND TREES WITHIN AND IMMEDIATELY ADJACENT TO THE AREAS OF CONSTRUCTION ACTIVITY AND ALSO REFRAINING FROM PARKING ANY VEHICLES OR EQUIPMENT WITHIN THE DRIP LINES OF TREES. H. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WHICH UTILITIES SHALL BE REMOVED OR MODIFIED BY THE APPROPRIATE U11UTY COMPANIES AND WHICH UTILITIES SHALL BE REMOVED OR MODIFIED BY THE CONTRACTOR. COORDINATE ALL CONNECTIONS TO EXISTING UTILITIES WITH THE APPROPRIATE UTILITY COMPANIES. I. UNLESS NOTED OTHERWISE HEREON. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES FOR THE RELOCATION OF UTILITIES ON—SITE OR CROSSING THE SITE TO SERVE ADJACENT PROPERTIES. DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED AND USED BY OWNER OR OTHERS, DURING OCCUPIED HOURS, EXCEPT 4 " DR WHEN PERMITTED BY OTHERS. J. THE CONTRACTOR SHALL DEMOLISH AND COMPLETELY REMOVE FROM SITE, EXISTING UNDERGROUND UTILITIES INDICATED TO BE REMOVED. COORDINATE WITH UTILITY COMPANIES FOR SHUT—OFF OF SERVICES, IF LINES ARE ACTIVE. �S✓ K. ALL COSTS INCURRED IN COORDINATION OF ALL NEW UTILITY SERVICES SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. L. ALL UNDERGROUND UTILITIES OR STRUCTURES IN PROPOSED PAVEMENT OR BUILDING AREAS REQUIRING REMOVAL SHALL BE BACKFILLED COMPLETELY WITH APPROVED ENGINEERED GRANULAR MATERIAL SUITABLE TO THE LANDSCAPE ARCHITECT. M. EXCEPT AS NOTED OTHERWISE HEREON, ALL DEMOLISHED MATERIALS ARE THE PROPERTY OF THE CONTRACTOR AND ARE TO BE DISPOSED OF PROPERLY OFF—SITE. N. STRIP TOPSOIL FROM LAWN AREAS TO BE DISTURBED AND STOCKPILE IN THE DESIGNATED AREA. REPLACE TOPSOIL IN PROPOSED LAWN AREAS. 0. REFER TO THE SITE UTILITY PLAN FOR LOCATIONS WHERE PROPOSED UTILITY IMPROVEMENTS REQUIRE CUTTING AND PATCHING TO PAVEMENTS IN ADDITION TO WORK SHOWN ON THIS PLAN. - CONTEXT landscape architecture 12 S. Main Street, Suite 100 Fortville, IN 46040 tel 317.485.6900 fax 317.485.6912 www.context-design.corn ards to remain o nark ng LOCATION OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including. but not 8mited to. manholes. InIwbh valvas. do marks made upon the ground by others.) AND ARE SPECULATIVE IN NATURE THERE MAY ALSO BE OTHER EMSTTING UNDERGROUND UTIUITIES 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 SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. SITE DEMOLITION PLAN 0 10' 20 40' N Scale 1 " = 20'-0" Lu O ~ U �XJLd( Qi.t7U�w U� ��Z03We� u w d w = W 2 U �c �- U p wOQ z " O g u� w o= Hw w z U Z 0ZCL a~0OQ�N cC u0��° uI- U 3: ,, z 0� U �aVwOZ>05 a U J Q J w 0- I/Izwoozu I— _ �Uo?aov0 — O w Ina "D W %0 O LL F- tet- ) OD N Z O � 0 ! >_ Z N N 1� 0� Lu _ U_ w W U O w —J % N ; o T B M # 1 [E] ✓ E] LE] -- -[E] — — [E] [EJ fF] - -- ;Wooe t- s� 589 �'�� "W __ION c it or Ticket 77.01 ' -- .900- f MWE >000 — — >000 — — >000 — >cc: - —>oo;, Proposed Building EJ---- --- [E] 000 J,. r SECONDARY SI A U I N -ktv ' 1 O BE USED AFTER i_;U1v H iUN OF UNDERGROUND STCiRm i Jr c_ iv I ION, PAVEMENT BASE, AN[ ijil,4Ljiw:R) s� 1 ,r jJy I / oe Vehicular Circulation Route -� LAIZ Ul;i1 ;01.11ldilly (to be dei i,olisl ivo anter Owner has occupiuo p(u'pus'ed building) �7 IL M No Stopoina - 0o 0 r \\ - - - LU LU p O > U >>W NOTE: w LLi PER THE OWNER'S REQUIREMENT, THE z � m o W LU EXISTING BUILDING (SHOWN ON THIS z = a U Q SHEET TO BE DEMOLISHED) IS TO REMAIN g i- z o � u t w IN SERVICE AND BE OCCUPIED BY THE o z ce � v C �/ OWNER UNTIL THE PROPOSED BUILDING IS w � z 1••� U COMPLETED. AS WORK OF THIS SITE p W 0 0 = ce DEVELOPMENT PROJECT, THE GENERAL :L= 0 0 t Q z F--O�D- CONTRACTOR SHALL DEVELOP AND SUBMIT p ? L m o TO THE OWNER A SCHEDULE FOR SITE Z�a0 � 0 0 DEMOLITION THAT ACCOMODATES THE z o a� Z U_ U OWNER'S OCCUPANCY REQUIREMENT. Z Ce 0 �dU�'0F-oc pUwQWvwi0 lnzwp0zU U H 2 a:U < U@ [E] O W 1 — [w] m O U W %0 O > 00 cV V)ZO� Q 00 . O,. --- c M � N Z t — — w J [BT W E , J w Ina F v O w J A M N V) r m z w W m p N Z m �ww� OO M 7j p U U L Z �ontro ox V) z 0 In all ce { ��!l gft6li 3if 9if m\ay�pp7� '( "i ;�.� 41111 - it t - O ad, ZU w 7 y UL °'p;i�f iit iif fti l�ltA cc Lu U 4" DR W II V N � Q o W Z �o O zQ O c� W W z CONTEST V x 0Q landscape architecture LA U. O — N— 12 S. Main Street, Suite 100 Fortville, IN 46040 O tel 317.485.6900 fax 317.485.6912 9z www.context-design.com >= — Uj a No Parking 0 W STAGING iQ Ln Q PLAN 1:O—V I 100103 w �I �� i i ��•� F ♦ TP kA __4_1_ n / I - - Scale 1 " = 20'-0" — —>000- - -- —>000 — — >000 — -- —>000—>000 — — >000 -- ' E: 880.85 03 MWE >000 — — >000 — — >000 — >cc: - —>oo;, Proposed Building EJ---- --- [E] 000 J,. r SECONDARY SI A U I N -ktv ' 1 O BE USED AFTER i_;U1v H iUN OF UNDERGROUND STCiRm i Jr c_ iv I ION, PAVEMENT BASE, AN[ ijil,4Ljiw:R) s� 1 ,r jJy I / oe Vehicular Circulation Route -� LAIZ Ul;i1 ;01.11ldilly (to be dei i,olisl ivo anter Owner has occupiuo p(u'pus'ed building) �7 IL M No Stopoina - 0o 0 r \\ - - - LU LU p O > U >>W NOTE: w LLi PER THE OWNER'S REQUIREMENT, THE z � m o W LU EXISTING BUILDING (SHOWN ON THIS z = a U Q SHEET TO BE DEMOLISHED) IS TO REMAIN g i- z o � u t w IN SERVICE AND BE OCCUPIED BY THE o z ce � v C �/ OWNER UNTIL THE PROPOSED BUILDING IS w � z 1••� U COMPLETED. AS WORK OF THIS SITE p W 0 0 = ce DEVELOPMENT PROJECT, THE GENERAL :L= 0 0 t Q z F--O�D- CONTRACTOR SHALL DEVELOP AND SUBMIT p ? L m o TO THE OWNER A SCHEDULE FOR SITE Z�a0 � 0 0 DEMOLITION THAT ACCOMODATES THE z o a� Z U_ U OWNER'S OCCUPANCY REQUIREMENT. Z Ce 0 �dU�'0F-oc pUwQWvwi0 lnzwp0zU U H 2 a:U < U@ [E] O W 1 — [w] m O U W %0 O > 00 cV V)ZO� Q 00 . O,. --- c M � N Z t — — w J [BT W E , J w Ina F v O w J A M N V) r m z w W m p N Z m �ww� OO M 7j p U U L Z �ontro ox V) z 0 In all ce { ��!l gft6li 3if 9if m\ay�pp7� '( "i ;�.� 41111 - it t - O ad, ZU w 7 y UL °'p;i�f iit iif fti l�ltA cc Lu U 4" DR W II V N � Q o W Z �o O zQ O c� W W z CONTEST V x 0Q landscape architecture LA U. O — N— 12 S. Main Street, Suite 100 Fortville, IN 46040 O tel 317.485.6900 fax 317.485.6912 9z www.context-design.com >= — Uj a No Parking 0 W STAGING iQ Ln Q PLAN 1:O—V I 100103 w �I �� i i ��•� F ♦ TP kA __4_1_ n / I - - Scale 1 " = 20'-0" 4�1 �1*010 \\, —,�299'8- EXISTING BUILDING 4\1�\N\ 31w: GENERAL SITE KEY NOTES X g A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR g OBTAINING, OR VERIFYING THAT ALL PERMITS AND \\\Q\N APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, TING PRIOR TO STAR COUNTY, AND STATE AGENCIES CONSTRUCTION. % B. ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY, OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND v0 0 SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. a C. THE LANDSCAPE ARCHITECT AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED NTH THIS PROJECT. 0 D. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING .0000, UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION. ... ... .. ......... E. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO 10" - NOTIFY AND COORDINATE CONSTRUCTION WITH ALL .... ..... .... ...... RESPECTIVE UTILITIES. . ..... . . ... ----- ..... . .......................... . . 111111--i ......... ............... RIT SH CONTRACTOR'S RESPONSIBILITY TO . .......... ALL BE ....... AINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. M G. ALL EDGES OF PAVEMENTS ARE TO BE STRAIGHT (OR OF CONSISTENT RADIUS IN THE CASE OF CURVES) AS SHOWN HEREON: NO UNSPECIFIED TANGENTS OR KINKS WILL BE APPROVED. % EON H. UNLESS NOTED OTHERNSE, DIMENSIONS SHOWN HER ARE TO THE OUTSIDE FACE OF THE BUILDING, TO THE PARKING FACE OF THE CURB, TO THE EDGE OF THE PAVEMENT, OR V 4 R10' 97 TO THE CENTERLINE OF PAINT STRIPES. --- --- 1. UNLESS NOTED OTHERWISE, PROPOSED PAVEMENTS SHALL ............. + MEET ADJACENT EXISTING PAVEMENTS SMOOTHLY R5' % + R5' 4 12 SITE KEY LEGEND + Rb' ASPHALT PAVEMENT, REFER TO DETAIL 1/C6.0 + RIO\ 0'� + R5' R CONCRETE WALK. REFER TO DETAIL 2/C6.0 + 31 HEAVY-DUTY CONCRETE PAVEMENT, REFER TO DETAIL 3/C6.0 PARKING CONCRETE BARRIER CURB, REFER TO DETAIL 4/C6.0 n4 R10' .27,26' R5' 97 INTEGRAL CONCRETE CURB AND WALK, REFER TO + DETAIL 5/C6.0 \§ BIKE RACKS, REFER TO DETAIL 6/C6.0 F6 1 C3 9 ACCESSIBLE PARKING SIGN, REFER TO DETAIL 7/C6.0 12 71 MEET EXISTING PAVEMENT 5' SMOOTHLY WITH PROPOSED ACCESSIBLE PARKING SYMBOL PAVEMENT MARKING, PAVEMENT, TYPICAL Fil REFER TO DETAIL 8/C6.0 + ACCESSIBLE PARKING SPACE STRIPE: 4" WIDE BLUE STRIPE R5' 4 ACCESSIBLE PARKING AISLE PAVEMENT MARKING: ........... BLUE DIAGONAL STRIPING .. ...... . ... . 12 STANDARD PARKING SPACE PAVEMENT MARKING, .... ...... .... . . . .......... ...... . .......... DRIVES Ell TYPICAL 4" WIDE WHITE STRIPES + R5� LAWN OR PLANT BED, REFER TO THE LANDSCAPE .......... . . �-31 18-49 1 '35" + R5L PLAN .... ...... ............. 4 ......... ..... ........... . ... .. ADA RAMP, REFER TO DETAIL 10/C6.0 F131 .............. R . ........... .............. 60. ... ........... DETECTABLE WARNING PAVERS, REFER TO DETAIL ........... .... .... . ........ .... 10/C6.0 15 ............. k (o CROSSWALX STRIPING, REFER TO SPECIFICATIONS. . ............ .............. ............ . R5' n16 BOLLARDS, REFER TO DETAIL 9/C6.0 .... ........ 011 . ... ...... + 17' ...... n17 ACCESSIBLE PARKING SIGN, REFER TO DETAIL 7/C6.0 . ... . . .... ......... .......... M 120*10'1 5, 60' 4 + R5' 7P 5' 04 Co *NO, PARKING* PAVEMENT MARKING: 24" HIGH R5' 181 WHEEL STOP, REFER TO DETAIL 11/C6.0 F 17'-0" U) YELLOW LETTERS Li 11 TYP. 0 + .... .. . .. . .......... . Co U) 9 w Z R5' CONTEXT landscape arebitecture 12 S. Main Street, Suite 100 Fortville, IN 46G40 tel 317.485.6900 fax 317.485.6912 www.context-design.com SITE KEY & LAYOUT PLAN 0 10' 20' 40' N Scale 1" 20'-0" ul z U d z z mow Ld D <�Udr :5 Ln 0� ! LU < Z z m < U z 8 2 4�' U U w -u, Ce < CL U Lu U LLI Z UJI < cu- U '� .� - 0 z LLJ 0 0 U < Nu E: , -5) Uj 13� 0 z U 'LL Luo o Zu z < o <� Ceo'eD14 Z (L ji- 0 -1 U z zu<o -2: 0 z ;� 0 L9 r �- a_ U Lu 0 0� NJ w 0� w z k: a L I -j < - - j ULUS 0 Lnzwoozu y o �- z 0 U -Z < U@ 10 LU %0 U LU %0 o U- > 00 Cq Co z 0% < 00 0% m V) z r*.. LU LLI co U o > V) m )�: z V) Co 0 2 LLI LJ.J —1 Z LU V) 3: �e 0 U Z Lu 11744 Co 0 Lu LLI 00 Z a U U Ln E/) z 0 mi LU Fm cc 14 U rw#4 In cc liiiiiiiim 44 %o LLI Z 0 IIIIIIIIm cc Z 0 L.0 LU z U Ln U. 0 0 LU Ln 100103 CIO C) Z o < 4�' U 00 Lu U mi LU Fm cc 14 U rw#4 In cc liiiiiiiim 44 %o LLI Z 0 IIIIIIIIm cc Z 0 L.0 LU z U Ln U. 0 0 LU Ln 100103 CIO LOT f NOTES: I IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE IlIl EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY CF;, Evcr h hwart, Hambleton 8 Tilton, Inc. THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN Engineers • Surveyors • Planners • Scientists ONE FOOT OF THE PROPOSED RIGHT-OF-WAY. 7400 North Shadeland Avenue, Suite 150 INDIANAPOLIS, INDIANA 46250 NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN TELEPHONE (317) 913-6930 APPROVED STORM WATER MANAGEMENT PERMIT FACSIMILE (317) 913-6928 WWW.EMHT.COM UTILITY PLAN 0 10 20 40 Scale I" = 20' Ld LU rn u Jw Z IU6 :1 Lm � Vai w 0� U �_ F - Z S Q0 W W t7HZp3ocH uswQoCw�2 O Z = m u Uj~ w OR Ua�Q F-Z 2 0 0 O d 20CAt< H w a 0 Z u ZQOm��o aZCLF-C C7pwF-ZUl- 9u,OlN�Z13 t CL u -ac c w w c w Z Du1 0 N Z w 0 O Z u F- pU?a�pUO 0 0 N N i u- a) u- O v m w Z LU Q3 u z w LU U.1 d 2 J N 0 U U N N Z O N W Z O F- F - 0r w u Z o Q V Ld �L r LU V ZZ GC D U U- — p m o LU 0 W U O> V cVnZGo°°. N . Q o°0. ' M w w/ LLJ LL CIO J_ ^ M J > V) LUJ M CID a W Z 100103 C291 Ix 84.8 10 83 05 �• � '2:55 .. 83.07 4000 ' � •''� ,:;c 82.57 J i }, 83.43 82.93 _ 1> 83.37 �f` • 0 10 20 40 N i■� l Scale I " = 20' (F Ld LINE TYPE / SYMBOL DESCRIPTION LINE TYPE / SYMBOL DESCRIPTION M.E. MATCH EXISTING oIE noo 4 SWALE J w ZU = 0 w LLJ 845.5 PAVEMENT SPOT GRADE W POND BOTTOM 845.2 GROUND SPOT GRADE POND NORMAL POOL V)L,Q�F_- U Lu 05.50 05.00 CURB AND GUTTER GRADE _ _ — — — _ POND TOP OF BANK 1.00%_ FLOW DIRECTION w/ GRADE F.F.E. FINISHED FLOOR ELEVATION P577q H:V RATIO GRADE H. Pt. HIGH POINT IE: I 805.5q PIPE INVERT ELEVATION L. Pt. LOW POINT I® STRUCTURE'S RIM ELEVA ION INTERMEDIATE CONTOUR TOP $ BOTTOM OF WALL oC INDEX CONTOUR X ELEVATION Z ��w3zu LoLJ Ix 84.8 10 83 05 �• � '2:55 .. 83.07 4000 ' � •''� ,:;c 82.57 J i }, 83.43 82.93 _ 1> 83.37 �f` • 0 10 20 40 N i■� l Scale I " = 20' (F Ld w� z W 1 O U J w ZU = 0 w LLJ W Xw � Qi.IUUt- V)L,Q�F_- U Lu U 61,-zo F-LiJ w<�Oc'w�2 OZ?0�wQ = u��-� U oW-O0=zQ oC � Z ��w3zu LoLJ QZCOa�N ZU<O -m U �aUw0E-cc WJ Q 0LL, w 0 OZWQZ F- O Z Q O Q W m oLU U ~ O Co v CID V) Z a all - co M o cn Z r J w LU J ^ M w w .0 O \ M m Z Lu uJ w Z 0 a' Q m U Z 0 w w O � ouu'A Z V) Z O Lu z O c� H Lu U 100103 C202 O W 1 100103 C202 \1 POS- PMP \GpN EROSION CONTROL NOTES 1. THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE DRAWINGS ARE CONSIDERED THE MINIMUM PRACTICES NECESSARY FOR COMPLIANCE WITH THE NPDES GENERAL PERMIT FOR STORM WATER DISCHARGES ASSOCIAI ED WITH CONSTRUCTION ACTIVITY AS IDENTIFIED UNDER SECTION 327 -IAC -15-5 OF THE INDIANA ADMINISTRATIVE CODE. HOWEVER, SITE CONDITIONS, CONSTRUCTION METHODS, SEQUENCING OF WORK AND GENERAL PRACTICE MAY WARRANT VARIATION AND/OR ADDITIONS TO THE QUANTITIES AND LOCATIONS OF MEASURES AS SHOWN. 2. UNLESS OTHERWISE SHOWN, TEMPORARY CONTROL MEASURES SHALL BE REMOVED UPON SATISFACTORY ESTABLISHMENT OF PERMANENT VEGETATION, 3. SEE SHEET C2.5 & C2.6 FOR DETAILS REFERENCED ON THIS SHEET. 4. PERIMETER CONTROL MEASURES (I.E. SILT FENCE, DIVERSION DITCHES, TREE PROTECTION FENCING) SHALL BE INSTALLED PRIOR TO COMMENCING EARTHWORK ACTIVITIES. 5. IN ADDITION TO THE MAINTENANCE REQUIREMENTS IDENTIFIED FOR INDIVIDUAL MEASURES, ALL EROSION CONTROL MEASURES INSTALLED UNDER THIS PROJECT SHALL BE INSPECTED WEEKLY TO ENSURE THEY ARE FUNCTIONING PROPERLY. MEASURES FOUND TO BE DEFICIENT SHALL BE REPAIRED OR REPLACED IMMEDIATELY THEREAFTER. 6. THE CONTRACTOR SHALL MAINTAIN A STABLE CONSTRUCTION ENTRANCE AT ALL TIMES AND SHALL MAKE EFFORTS TO MINIMIZE THE ACCUMULATION OF SOIL, MUD AND DEBRIS ON ADJOINING ROADWAYS. 7. TEMPORARY SOIL STOCKPILES SHALL BE CONSTRUCTED IN A MANNER SUCH THAT PROPER DRAINAGE OF THE SITE IS NOT IMPEDED. STOCKPILES SHALL BE CONTAINED WITHIN A PERIMETER CONTROL MEASURE (I.E. SILT FENCE, STRAW BALES OR OTHER BARRIER) TO TRAP SEDIMENT. STOCKPILES THAT WILL REMAIN IN EXCESS OF 6 MONTHS SHALL BE TEMPORARILY SEEDED. 8. SYMBOLS FOR INLET PROTECTION MEASURES AND DITCH CHECKS ARE SHOWN LARGER THAN ACTUAL SIZE. 9. DISTURBED AREAS AND STOCKPILES THAT ARE TO REMAIN IDLE FOR MORE THAN 14 DAYS SHALL BE STABILIZED WITH TEMPORARY SEEDING. EROSION CONTROL LEGEND LINE TYPE / SYMBOL DESCRIPTION LINE TYPE / SYMBOL DESCRIPTION CD EC -5A SF � EC -2 ROCK CHECK DAM SILT FENCE (SEDIMENT FENCE) EC -6 TP TREE PROTECTION FENCE GRAVEL END SECTION C PROTECTION C5.2 LIMIT GRADING LIMITS y TEMPORARY SEEDING DIP TEMPORARY DROP INLET PROTECTION WITH MULCH ---AIII EXISTING FLOW DIRECTIONS CONTACT PERSON CONTACT: GLEN RITCHEY OUR LADY OF MOUNT CARMEL . . ................... . .... ...... 14598 OAK RIDGE ROAD CARMEL, INDIANA 46032 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Ph: 317-663-4011 Evans, Mechwart, Hambleton & Tilton, Inc. Engineers • Surveyors • Planners • Scientists 7400 North Shadeland Avenue, Suite 150 INDIANAPOLIS, INDIANA 46250 TELEPHONE (317) 913-6930 FACSIMILE (317) 913-6928 WWW.EMHT.COM SWPPP PHASE I INITIAL MEASURES 0 10 20 40 Scale I" = 20' Z O F- LU U J W a U O WZ0 a yZj 0 W V f l7 „ LLD N Q � 3>=� =°ao J H � a E 0 � 100103 C2.3 D Z J W a U LU '-� z O U U J w °z U�c = Cl LU W IoC QuIUVF-F- � w a' F- Z 2 Q O w w (7F-Z0 U LL LU w � = LU cC oC �Qaw�U� _ zU�F-LUQ ug0,i0Z=Z U 0M Ou 0 M 0� Q ALL, z m� o QZ pC Z Q O Q Z 5 O d N ZU<O -m U daUw0F-� • wJ Q 0 w d oZwopZU H OO U Q U O� — Q W m c U LL ~ V O N 00 Ln Z o a% Q 00 � M ' N J E LU J — M °«' _ + O 0 J ' M mZ V) W co 0 0Z ui 63 J LU uF- ° N Im O LU w 0 U U �' 0 Z Z O F- LU U J W a U O WZ0 a yZj 0 W V f l7 „ LLD N Q � 3>=� =°ao J H � a E 0 � 100103 C2.3 D Z J W a U X& �.;� ,., ;\ ; , , 25 SYS RIPRAP ON GEOIEXTILE \\ \ O FABRIC EROSION CONTROL NOTES 1. THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE DRAWINGS ARE CONSIDERED THE MINIMUM PRACTICES NECESSARY FOR COMPLIANCE WITH THE NPDES GENERAL PERMIT FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY AS IDENTIFIED UNDER SECTION 327 -IAC -15-5 OF THE INDIANA ADMINISTRATIVE CODE. HOWEVER, SITE CONDITIONS, CONSTRUCTION METHODS, SEQUENCING OF WORK AND GENERAL PRACTICE MAY WARRANT VARIATION AND/OR ADDITIONS TO THE QUANTITIES AND LOCATIONS OF MEASURES AS SHOWN. 2. UNLESS OTHERWISE SHOWN, TEMPORARY CONTROL MEASURES SHALL BE REMOVED UPON SATISFACTORY ESTABLISHMENT OF PERMANENT VEGETATION. 3. SEE SHEET C2.5 $ C2.6 FOR DETAILS REFERENCED ON THIS SHEET. 4. PERIMETER CONTROL MEASURES (I.E. SILT FENCE, DIVERSION DITCHES, TREE PROTECTION FENCING) SHALL BE INSTALLED PRIOR TO COMMENCING EARTHWORK ACTIVITIES. 5. IN ADDITION TO THE MAINTENANCE REQUIREMENTS IDENTIFIED FOR INDIVIDUAL MEASURES, ALL EROSION CONTROL MEASURES INSTALLED UNDER THIS PROJECT SHALL BE INSPECTED WEEKLY TO ENSURE THEY ARE FUNCTIONING PROPERLY. MEASURES FOUND TO BE DEFICIENT SHALL BE REPAIRED OR REPLACED IMMEDIATELY THEREAFTER. 6. THE CONTRACTOR SHALL MAINTAIN A STABLE CONSTRUCTION ENTRANCE AT ALL TIMES AND SHALL MAKE EFFORTS TO MINIMIZE THE ACCUMULATION OF SOIL, MUD AND DEBRIS ON ADJOINING ROADWAYS. 7. TEMPORARY SOIL STOCKPILES SHALL BE CONSTRUCTED IN A MANNER SUCH THAT PROPER DRAINAGE OF THE SITE IS NOT IMPEDED. STOCKPILES SHALL BE CONTAINED WITHIN A PERIMETER CONTROL MEASURE (I.E. SILT FENCE, STRAW BALES OR OTHER BARRIER) TO TRAP SEDIMENT. STOCKPILES THAT WILL REMAIN IN EXCESS OF 6 MONTHS SHALL BE TEMPORARILY SEEDED. & SYMBOLS FOR INLET PROTECTION MEASURES AND DITCH CHECKS ARE SHOWN LARGER THAN ACTUAL SIZE. r- EROSION CONTROL LEGEND LINE TYPE / SYMBOL DESCRIPTION LINE TYPE / SYMBOL DESCRIPTION w� >I_ TEMPORARY CONSTRUCTION ENTRANCE SF � EC -2 6 INCHES OF 2"-3" SILT FENCE W COARSE AGGREGATE (SEDIMENT FENCE) (20'W x 501) Minimum - EC -22 d ziaDR U t9F-ZO13�H TP -TREE PROTECTION FENCE U w PERMANENT SEEDING WITH EROSION CONTROL LIMIT GRADING LIMITS BLANKET - S75 = 4:1 - 3:1 SLOPES PERMANENT SEEDING DIP TEMPORARY DROP INLET PROTECTION D=p00y� WITH MULCH Q (SEE LANDSCAPE PLAN FOR EXCLUDED AREAS SUCH AS �� w Z Lau mHdC ZQO PLANTING BEDS AND AREAS TO BE SODDED) C1P TEMPORARY CURB INLET PROTECTION EC -25 DC zU<0 - CONCRETE WASHOUT V GjoCD EC -5A ROCK CHECK DAM w_j EC -6 GRAVEL END SECTION ® V)o OZw00ZO U PROTECTION EC -7 MUM ROCK CHUTE OUTLET PROTECTION SWPPP PHASE II CONSTRUCTION AND FINAL MEASURES 0 10 20 40 I I Scale I " = 20' NLI\\\\ z O w� >I_ U �U J w UU H 0 Z w W QUUII.-- F_ F_ d ziaDR U t9F-ZO13�H U w w d a w F- U OZZ) LU< = 2 U 0 0= Z GC D=p00y� Q ZQu �� w Z Lau mHdC ZQO qZ OG 0�Ce— Q Z a � 6- Z) N DC zU<0 - V Q��w01-� w_j V)o OZw00ZO U F=- OU z Q 3 U 0 — Q W m o U L.L. F -O 00 00 V)Zoc% 00M o Z f v'j P'.. r � N W I� LU J M u a w j oz J ' M N LU m C7 w J 3z ° C4 o0 O LU w 0 U U �' o Z NLI\\\\ F- ?I 100103 C2.4 SEAL CURB BOX -\ METAL BASKET WITH FILTER FABRIC CURB INLET LARGE -HEADED NAIL. 4" MINIMUM DEPTH. MAINTENANCE 1. INSPECT PERIODICALLY AND AFTER EACH STORM EVENT. 2. REMOVE BUILT-UP SEDIMENT AND REPLACE GEOTEXTILE FABRIC AFTER EACH STORM EVENT. 3. PERIODICALLY REMOVE SEDIMENT AND TRACKED -ON SOIL FROM THE STREET (NOT BY FLUSHING) TO REDUCE THE SEDIMENT LOAD ON CURB INLET MEASURES. #4 GAGI SILT PROTECTION FOR DITC (NEENAH R-4342) CASTINGS. FILTH; r rttiKl,. tD CA5 FI!a, RASE' MAINTENANCE 1. INSPECT THE DROP INLET PROTECTION AFTER EACH STORM EVENT, AND MAKE NEEDED REPAIRS IMMEDIATELY. 2. REMOVE SEDIMENT FROM THE POOL AREA TO ENSURE ADEQUATE RUNOFF STORAGE FOR i HE NEXT RAIN. 3. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL BARRELS, CONSTRUCTION MATERIAL, AND SEDIMENT AND DISPOSE OF PROPERLY, GRADE THE DISTURBEL AREA TO THE ELEVATION OF THE TOP OF THE INLET AND STABILIZE. EC -4A I BASKET CURB INLET PROTECTIONI EC -313 SCALE: NONE OR BIO LOG(S) MAINTENANCE 1. INSPECT AFTER EACH STORM EVENT, AND REMOVE ANY SEDIMENT DEPOSITS PROMPTLY (TO INSURE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN), 2. ALSO INSPECT PERIODICALLY FOR DETERIORATION OR DAMAGE FROM CONSTRUCTION ACTIVITIES, AND REPAIR IMMEDIATELY. 3. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL PROTECTION DEVICES AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE IT. EC -4B ( CURB INLET PROTECTION SCALE: NONE LATH & FLAGGING ALL SIDES 10 MIL. PLASTIC LININ 12" FILTREXX FILTER SOCK (WWW.FILTREXX.COM) BERM STAKE (TYP.) ION LINE WELDED WIRE INLET PROTECTION SCAT. t NONi TEMPORARY SEEDING DATES JAN. FEB. MA APR MAY JUN. JUL. AUG SEP. OCT NOV vt:i;j WHEET OR RYE OATS t ANNUAL RYEGRASS PERMANENT SEEDING DATES JAN. FEB. MA APR MAY JUN. JUL. AUG SEP. OCT NOVI uEr l NON -IRRIGATED' IRRIGATED DORMANT SEEDING"' DANDY BAG ® II ;I::,tdiiatlon and Maintenance Guidelines Installation: Rernov rn catch basin. If using optional oil absorceias, place absorbent pillow In the grate on end. Move the top lifting straps cut of the way and place the grate into ., } tsa� 11 so that the grate is below the top straps and above the lower straps. Holcw ..:1 uu1,g devices, insert the grate into the inlet Maintenance: Rear oiatec sediment and debris from viclni, I ui u, .atter each storm event. After vent and at regular intervals, look into the Dandy Baq*ll. If the containment area 1`• 11 ,1 full of sediment, the unit must be emptied Te empty unit, lift the unit out of 1h. 1 . ne lifting straps and remove the grate. If using optional oil absorbents; replace, ,a 1 when near saturation. DANDYBAG STANDARDFABk'n AN ORANGE WOVEN MONOFILAMENT DUMPING STRAI ALLOWS FOR EA;i t REMOVAL OF CONI F -N I EC -3A LIFTING STRAPS ALLOW EASY MOVEMENT OF UNIT WITH GRATEI STANDARD FABRIC IS AN ORANGE WOVEN MONOFILIMENT O PIPE CULVER -- -A PLAN VIEW 3 x DU. (MINIMUM) SECTION A -A 'SEE TABLE FOR SIZE) CRUSHED STONE )TEXTILE FABRIC Q ------------� I I PIPE I \ CULVERTi \ rOVERFALL ------------\ / NO ' RIP -RAP OR #GE TRE)M E FABRCE CROSS-SECTION L (SEE TABLE) MAINTENANCE 1. INSPECT ROCK CHUTES AFTER STORM EVENTS FOR STONE DISPLACEMENT AND FOR EROSION AT THE SIDES AND ENDS OF THE APRON. � RIPRAP QUANTITY FOR PIPE SIZES AND CHANNEL SEE EC -7 1,000 SF _,r,iADY BAG° Instaliau::, !;, Iblaintenance Guidelines natallation: The empty Dario L,,, �T placed over the grate as the grate stung u1 � :;na. If using optional oil absoi r 1 -I, absorbent pillow in pouch, on the bottom , oelow-grade side) of the unit r1 bent pillow to tether loop. Tuck the enclusure flap inside to completely enc;,-, Holding the lifting devices (do not rely on lifting devices to support the entire 1 , i 1r grate), place the grate into its frame. vialntenance: Remove and debris from surface and vicinity eftI,: atter each storm event. Renu fiat has accumulated within the Containment maa the Dandy Baclas needec it oil absorbents; remove and replace absorbent willow when near saturation. 8 8.0 ,m)'Y BAG° 5 - JLDS OVER 8 INCLOSE GRATE VELCRO 11.5 CLOSURk 8 9.0 EC -3A LIFTING STRAPS ALLOW EASY MOVEMENT OF UNIT WITH GRATEI STANDARD FABRIC IS AN ORANGE WOVEN MONOFILIMENT O PIPE CULVER -- -A PLAN VIEW 3 x DU. (MINIMUM) SECTION A -A 'SEE TABLE FOR SIZE) CRUSHED STONE )TEXTILE FABRIC Q ------------� I I PIPE I \ CULVERTi \ rOVERFALL ------------\ / NO ' RIP -RAP OR #GE TRE)M E FABRCE CROSS-SECTION L (SEE TABLE) MAINTENANCE 1. INSPECT ROCK CHUTES AFTER STORM EVENTS FOR STONE DISPLACEMENT AND FOR EROSION AT THE SIDES AND ENDS OF THE APRON. � MAIN TENANCE 1. INSPECT PERIODICALLY AND AFTER EACH STORM EVENT FOR STONE DISPLACEMENT AND EROSION AT THE SIDES AND ENDS OF THE APRON. 2 MAKE REPAIRS IMMEDIATELY; USE APPROPRIATE SIZE STONE, AND DO NOT PLACE THEM ABOVE FINISHED GRADE. DANDY BAG DETAILS EC -7 ROCK CHUTE OUTLET PROTECTION SCALE: NONE I SCALE: NONE CrA Crosby silt loam, 0 to 3 percent slopes This is a somewhat poorly drained soil with a seasonal high water table at 0.5 to 2.0 ft. This soil is located on rises on till plains; slopes are 0 to 3 percent. The native vegetation .is hardwood forest. The surface layer is silt loam and has moderately low to moderate IRRIGATION NEEDED DURING THIS PERIOD TO CONTROL EROSION AT TIMES CrA organic matter content (1.0 to 3.0 percent). Permeability is very slow (<0.06 in/hr) in the 10 MIL. PLASTIC LINING OTHER THAN IN THE SHADED AREAS USE MULCH most restrictive layer above 60 inches. Available water capacity is moderate (6.2 inches TO EXTEND TO FILTREXX in the upper 60 inches). The pH of the surface layer in non -limed areas is 5.1 to 6.5. FILTER SOCK LATE SUMMER SEEDING DATES MAY BE EXTENDED 5 DAYS IF MULCH IS APPLIED j Droughtiness and wetness are management concerns for crops production. This soil INCREASE SEEDING APPLICATION BY 50% ! responds well to tile drainage; it is designated potentially highly erodible (class 2) in the Highly Erodible Land (HEL) classification system. Br Brookston silty clay loam Thi I I I I" d fl t d' d b -TAKE (TYP.) 12" FILTREXX FILTER SOCK SECTION RIPRAP QUANTITY FOR PIPE SIZES AND CHANNEL SEE EC -7 1,000 SF ACRE Pipe Size UNDEFINED OUTLET CHANNEL d 50 L W SYD DEFINED OUTLET CHANNEL d 50 L W SYD 12 8 6.0 9.25 5 8 6.0 4.0 4 15 8 10.0 11.5 9 8 8.0 5.0 5 18 8 10.0 11.5 10 8 9.0 5.0 6 21 8 14.0 15.75 17 8 10.0 5.75 7 24 8" 16.0 18.0 22 8' 11.0 6.5 9 27 1 8' 16.0 1 18.25 23 1 8' 14.0 1 8.0 13 30 8' 18.0 20.5 29 8" 14.0 8.5 14 33 8 20.0 22.75 35 8 15.0 9.0 15 36 8 20.0 23.0 36 8 16.0 9.5 17 42 10 22.0 25.25 40 8 18.0 10.5 1 21 MAIN TENANCE 1. INSPECT PERIODICALLY AND AFTER EACH STORM EVENT FOR STONE DISPLACEMENT AND EROSION AT THE SIDES AND ENDS OF THE APRON. 2 MAKE REPAIRS IMMEDIATELY; USE APPROPRIATE SIZE STONE, AND DO NOT PLACE THEM ABOVE FINISHED GRADE. DANDY BAG DETAILS EC -7 ROCK CHUTE OUTLET PROTECTION SCALE: NONE I SCALE: NONE CrA Crosby silt loam, 0 to 3 percent slopes This is a somewhat poorly drained soil with a seasonal high water table at 0.5 to 2.0 ft. This soil is located on rises on till plains; slopes are 0 to 3 percent. The native vegetation .is hardwood forest. The surface layer is silt loam and has moderately low to moderate IRRIGATION NEEDED DURING THIS PERIOD TO CONTROL EROSION AT TIMES CrA organic matter content (1.0 to 3.0 percent). Permeability is very slow (<0.06 in/hr) in the 10 MIL. PLASTIC LINING OTHER THAN IN THE SHADED AREAS USE MULCH most restrictive layer above 60 inches. Available water capacity is moderate (6.2 inches TO EXTEND TO FILTREXX in the upper 60 inches). The pH of the surface layer in non -limed areas is 5.1 to 6.5. FILTER SOCK LATE SUMMER SEEDING DATES MAY BE EXTENDED 5 DAYS IF MULCH IS APPLIED j Droughtiness and wetness are management concerns for crops production. This soil INCREASE SEEDING APPLICATION BY 50% ! responds well to tile drainage; it is designated potentially highly erodible (class 2) in the Highly Erodible Land (HEL) classification system. Br Brookston silty clay loam Thi I I I I" d fl t d' d b -TAKE (TYP.) 12" FILTREXX FILTER SOCK SECTION s Weary eve sol Is In epresslons, on a s, an In narrow rainageways etween better drained soils on broad, undulation plains. Slopes are 0 to 2 percent. In some small areas, this soil has a silt loam or clay loam surface layer. Runoff is very slow. Wetness is the main limitation. Because of wetness, the soil has severe limitations for nonfarm uses. IIi Most areas are cultivated. A few are wooded. Wooded areas support fair stands of I hardwoods, but some are heavily pastured. Permeability is moderate (0.6 to 2 in/hr) in the most restrictive layer above 60 inches. Available water capacity is high (12 inches in ° the upper 60 inches). The pH of the surface layer in non -limed areas is 6.6 to 7.3. NOTE: 1. WASHOUT LOCATION SHOWN ON EROSION CONTROL PLAN. DRY CONCRETE TO BE REMOVED FROM SITE PERIODICALLY AND 2. DISPOSED OF BY APPROVED METHODS. 3. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 301 OF THE TEMP. CONCRETE WASHOUT FACILITY. TREATED PLYWOOD 48" x 24" PAINTED WHITE CONCRETE WASHOUT EC -25 BLACK LETTER 6" HEIGHT PERMANENT SEEDING MIXTURES TEMPORARY SEEDING RATE TYPE OF SEED 1,000 SF ACRE REMARKS WHEET OR RYE 3.5 LBS. 2 BU. COVER SEED 1"-1 1/2" DEEP SPRING OATS 2.3 LBS. 3 BU. COVER SEED 1" DEEP ANNUAL RYEGRASS 1 L.B. 401B COVER SEED 1/4" DEEP s Weary eve sol Is In epresslons, on a s, an In narrow rainageways etween better drained soils on broad, undulation plains. Slopes are 0 to 2 percent. In some small areas, this soil has a silt loam or clay loam surface layer. Runoff is very slow. Wetness is the main limitation. Because of wetness, the soil has severe limitations for nonfarm uses. IIi Most areas are cultivated. A few are wooded. Wooded areas support fair stands of I hardwoods, but some are heavily pastured. Permeability is moderate (0.6 to 2 in/hr) in the most restrictive layer above 60 inches. Available water capacity is high (12 inches in ° the upper 60 inches). The pH of the surface layer in non -limed areas is 6.6 to 7.3. NOTE: 1. WASHOUT LOCATION SHOWN ON EROSION CONTROL PLAN. DRY CONCRETE TO BE REMOVED FROM SITE PERIODICALLY AND 2. DISPOSED OF BY APPROVED METHODS. 3. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 301 OF THE TEMP. CONCRETE WASHOUT FACILITY. TREATED PLYWOOD 48" x 24" PAINTED WHITE CONCRETE WASHOUT EC -25 BLACK LETTER 6" HEIGHT PERMANENT SEEDING MIXTURES imp SPECIES SEEDING RATE SUITABLE PH SITE SUITABILPY Nems LBS/ ACRE LBS/ 1,000 SF DROUGHTY WELL DRAINED W LEVEL AND SLOPING, OPEN AREAS clay loam APPLY 23 POUND OF 12-12-12 S ANALYSIS FERTILIZER (OR EQUIVALENT) PER 1000 SF U N Q p w w ZO��� 1. TALL FESCUE 35 .8 5.5-8.3 2 1 2. TALL FESCUE 25 .6 5.5-8.3 30 acre maximum contributing drainage area 1 RED CLOVER 5 .12 15 SWPPP Sequence and Maintenance Schedule 3. KENTUCKY BLUEGRASS 15 .4 5.8-7.5 2 1 CREEPING RED FESCUE 15 .4 Weekly, After Storm Events and As Needed After Each Inlet is placed STEL BANKS AND CUTE 5cflt. 11 with Jurisdictional Entity All Sites N/A Before Construction _ Weekly After Storm Events and As Needed 4. TALL FESCUE 15 .4 5.8-7.5 2 1 KENTUCKY BLUEGRASS 25 .6 3 Tree Ni, tr �. toI 1 ,:,nd Protection -- 5. TALL FESCUE 35 .8 5.5-8.3 2 1 EMERALD CROWNVETCH" 10 .25 As Needed Prior To Clearing and Grading After Storm Events nts and As Needed_ LAWNS AAD HM II AKnEIrANCE AREAS m 5 !Wheeell Vva�J I - - -- - All Sites Daily _ _ 6. KENTUCKY BLUEGRASS 40 .9 5.8-7.5 2 1 Small Drainage Areas CREEPING RED FESCUE 40 .9 As Needed 7 Tern p ,1 <, 7. PERENNIAL RYEGRASS 170 4.0 5.0-7.5 Duration of Project 1 SEEDING24 TURF TYPE aDOVe disturbed slimes witKin construction site Spill P1r: on !Ctrol _ All Sites _- Daily Duration of Project 8. TALL FESCUE 170 4.0 5.5-8.3 2 1 Duration of Project t SEEDED PREPARATION I imp 12 Temp,,, :: Smlbol Water As Needed Nems U APPLY LIME TO RAISE THE pH TO THE LEVEL NEEDED FOR SPECIES BEING SEEDELl W OC 0 scheduled to be performed for a minimum of 15 days Br Brookston - silty clay loam APPLY 23 POUND OF 12-12-12 S ANALYSIS FERTILIZER (OR EQUIVALENT) PER 1000 SF U N Q p w w ZO��� 13 Tem o. nt T - E� � rap _ 5 acre maximum contributing drainage area CrA lCrosby silt loam, 0 - 3 % slopes EIC-MAJ = 14 1 Tempol„I ,, in ont Basin 30 acre maximum contributing drainage area _ Weekly, After Storm Events and As Needed- _After After Rough Grading Ow0 OUQQ APPLICATION OF 150 LBS. OF AMMONIUM NITRATE ON AREAS LOW IN ORGANIC MATTtt� � 15 SWPPP Sequence and Maintenance Schedule 1 acre maximum contributing d n g ral aqe area Weekly, After Storm Events and As Needed After Each Inlet is placed WOOD POST 3"x3"x8' Practice bMP Descri tion p_ Applicability _ __ --.-- _-- Maintenance Installation Sequence Weekly, After Storm Events and As Needed After Each Inlet is placed 5cflt. 11 with Jurisdictional Entity All Sites N/A Before Construction _ Weekly After Storm Events and As Needed -Each Inlet is placed 2 Constt., rl> C: > All Sites As Needed Prior To Clearing and Grading Weekly, After Storm Events and As Needed M 3 Tree Ni, tr �. toI 1 ,:,nd Protection -- Nearly All Sites - Weekly, After Storm Events and As Needed Prior To Clearing and Grading As Needed, After Storm Events - - - After Finish Grading SIC � 4 _ Ternpor a, I .. � ,vel construction Entrance Pad_ All Sites As Needed Prior To Clearing and Grading After Storm Events nts and As Needed_ Finish Grading m 5 !Wheeell Vva�J I - - -- - All Sites Daily _ _ _Prior To Clearing and Grading ---Water As Needed _-After After Finish Grading -' :... - 6- [Silt Small Drainage Areas Weekly After Storm Events and As Needed Prior To Clearing and Grading As Needed - - As Needed 7 Tern p ,1 <, Up-slope and down-slope sides of construction site, Weekly, After Storm Events and As Needed Along with Rough Grading Daily Duration of Project SEEDING24 Q aDOVe disturbed slimes witKin construction site Spill P1r: on !Ctrol _ All Sites _- Daily Duration of Project 8Rock e, - 2 acres maximum contributing drainage area -- - Weekl�After Storm Events and As Needed -- - Along with Rough Grading -- - Daily Duration of Project 9 Ternp„I,„ , t,i,,,,r, icairl Sites with cut or fill slopes Weekly, After Storm Events and As Needed Along with Rough Grading Daily Duration of Project 10 straw flare i <,r., Small drainage areas Weekly, After Storm Events and As Needed Along with Rough Grading - - - - -- After All areas draining to these J 11 Surla,, ;., =,,1I, 11�r,. Sites with slopes that are to be stabilized with Weekly, After Storm Events and As Needed _ After Rough Grading N/A areas are stabilized Z BE APPLIED. IF TOLERANCES ARE A PROBLEM, SUCH AS SALT TOLERANCE OF SEEDINGS I W vegetation �- co Iii m U 1-- SOILS MAP SCALE: 1" _ CONCRETE WASHOUT EC -SC SEASONAL SOIL PROTECTION CHARTEC-: CH SWPPP SCHEDULE SCALE: NONE SCALE NONtt.--- I SCALE: N/A Evans, Mechwart, Hambleton & Tilton, Inc. Engineers Surveyors Planners Scientists 7400 North Shadeland Avenue, Suite 150 INDIANAPOLIS, INDIANA 46250 TELEPHONE (31 7) 913-6930 FACSIMILE (317) 913-6928 W W W.EMH T.COM SWPPP DETAILS 0 I Scale: NONE Ld imp 12 Temp,,, :: Areas of bare soil where additional work is not Water As Needed After Rough Grading U APPLY LIME TO RAISE THE pH TO THE LEVEL NEEDED FOR SPECIES BEING SEEDELl W OC 0 scheduled to be performed for a minimum of 15 days w U APPLY 23 POUND OF 12-12-12 S ANALYSIS FERTILIZER (OR EQUIVALENT) PER 1000 SF U N Q p w w ZO��� 13 Tem o. nt T - E� � rap _ 5 acre maximum contributing drainage area Weekly, After Storm Events and As Needed Rough Grading i (APPROXIMATELY 1000 POUNDS PER ACRE) OR FERTILIZE ACCORDING TO TEST i = 14 1 Tempol„I ,, in ont Basin 30 acre maximum contributing drainage area _ Weekly, After Storm Events and As Needed- _After After Rough Grading Ow0 OUQQ APPLICATION OF 150 LBS. OF AMMONIUM NITRATE ON AREAS LOW IN ORGANIC MATTtt� � 15 _ F� is ], -r � dbr otection 1 acre maximum contributing d n g ral aqe area Weekly, After Storm Events and As Needed After Each Inlet is placed WOOD POST 3"x3"x8' AND FERTILITY WILL GREATLY ENHANCE VEGETATIVE GROWTH. 16 _ Baskei r. if nee; 'rotection ! 1 acre maximum contributing drainage area Weekly, After Storm Events and As Needed After Each Inlet is placed zU<0 17 Sandb su .,tu I u,let Protection -- 1 acre maximum contributing drainage area _ Weekly After Storm Events and As Needed -Each Inlet is placed I WORK THE FERTILIZER AND LIME INTO THE SOIL TO A DEPTH OF 2-3 INCHES WI1 tt r. 18 Outler Pr.xe !I.„ 1 - - - - All Sites --- Weekly, After Storm Events and As Needed _After After Each Outlet is laced HARROW, DISK OR RAKE OPERATED ACROSS THE SLOPE AS MUCH AS POSSIBLE. 19 a Mulehlrl -- Temporary surface stabilization As Needed, After Storm Events - - - After Finish Grading SIC � 20 Ero -iI uI<�nket (Surface Tempoi sur_f_ace stabilization anchor or !_-W_e-ekly, After Storm Events nts and As Needed_ Finish Grading m DO NOT USE PHOSPHOROUS CONTAINING FERTILIZERS (12-12-12) UNLES SOIL TEST Sr•tuvv U 21 -- Seed 5 ,. 1. . , ,,ndsca - _m-ulch Sites ---Water As Needed _-After After Finish Grading -' :... - A DEFICIENCY IN PHOSPHOROUS. ~ V �t 11`' ure i - - gAll Sites re uirin dewatering g -- As Needed - - As Needed i 23 Dust Cut rte, All Sites Daily Duration of Project SEEDING24 Q __ Spill P1r: on !Ctrol _ All Sites _- Daily Duration of Project 25 :Soid t Sites Daily Duration of Project SELECT A SEED MIXTURE BASED ON PROJECTED USE OF THE AREA { SEE PERMHivt_iv , ! 26 Halza do t;v,r,tt� Management All Sites Daily Duration of Project SEED MIXTURE CHART), WHILE CONSIDERING BEST SEEDING DATES. IF PERMANENT W -All - - - - -- After All areas draining to these J SEEDING IS NOT PERMITTED USE TEMPORARY SEEDING UNTIL PERMANENT SEEDING Acv L M 27 Reinov, ;r ! -•!otection All Sites N/A areas are stabilized Z BE APPLIED. IF TOLERANCES ARE A PROBLEM, SUCH AS SALT TOLERANCE OF SEEDINGS I W �- co Iii m U 1-- After All areas draining to these ADJACENT TO STREETS AND HIGHWAYS, SEE SEED TOLERANCE CHART. Z Q w w � 28 Rernov., . rice All Sites N/A areas are stabilized co Z SOILS MAP SCALE: 1" _ CONCRETE WASHOUT EC -SC SEASONAL SOIL PROTECTION CHARTEC-: CH SWPPP SCHEDULE SCALE: NONE SCALE NONtt.--- I SCALE: N/A Evans, Mechwart, Hambleton & Tilton, Inc. Engineers Surveyors Planners Scientists 7400 North Shadeland Avenue, Suite 150 INDIANAPOLIS, INDIANA 46250 TELEPHONE (31 7) 913-6930 FACSIMILE (317) 913-6928 W W W.EMH T.COM SWPPP DETAILS 0 I Scale: NONE Ld imp O >� o 41 - Zi = W gl = IN O 11� Z = ~ ?/ U J w �U~ Z w 0� W OC 0 Q�uSU (A w W U F-H w U U U N Q p w w ZO��� W Uj w n- w 2 17Vi Z?��wQ = LU LL Q = Z Ow0 OUQQ Q 2001-Qj F- Uj Z U Z ZQOm��o Q Z 0- F-�� N zU<0 U Z Ce dCLUw0~� • DUw Qwrwi,� enZwp0ZU U • f- 2 Y: U < U 0 m o U L.L ~ V O N �Zc0% Q OD i0 M Z N >- C) w C C4 W E m J M U- 0 O > M Z W �- co Iii m U 1-- m Z Q w w � O d � O D U N(A co Z Z O Ln LU IY `O imp � = /W O o 41 - Zi = W gl = IN O 11� Z = ~ ?/ Z ? �Q��d O 1=LL N w U 100103 C2.5 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, 4. THE EDGES OF PARALLEL BLANKETS MUST BE INCLUDING APPLICATION OF LIME, FERTILIZER, AND STAPLED WITH APPROXIMATELY 2" OVERLAP. SEED. NOTE: WHEN USING CELL -0 -SEED, DO 5. WHEN BLANKETS MUST BE SPLICED DOWN THE NOT SEED PREPARED AREA. CELL -0 -SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. SLOPE, PLACE BLANKETS END OVER END 2. BEGIN AT THE TOP OF THE SLOPE BY OVERLAP. STAPLE THROUGH OVERLAPPED AREA, ANCHORING THE BLANKET IN A6" DEEP X 6" APPROXIMATELY 12"APART. WIDE TRENCH, BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. REFER TO GENERAL STAPLE PATTERN 3. ROLL THE BLANKETS DOWN THE SLOPE IN THE GUIDE EC -14 FOR CORRECT STAPLE DIRECTION OF THE WATER FLOW. PATTERN RECOMMENDATIONS. MAINTENANCE 1. DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET. 2. IF ANY AREA SHOWS EROSION, PULLBACK THAT PORTION OF THE BLANKET COVERING IT, ADD SOIL, RE -SEED THE AREA, AND RE-LAY AND STAPLE THE BLANKET. 3. AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY. PUBLIC ROAD o�qs f 2-3" COARSE AGGREGATE 6" COMPACTED GEOTEXTILE FABRIC MAINTENANCE REQUIREMENTS 1. INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY, AFTER STORM EVENTS, AND/OR HEAVY USE. 2. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. 3. TOPDRESS WITH CLEAN STONE AS NEEDED. 4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR SWEEPING. FLUSH ONLY IF WATER IS CONVEYED TO A SEDIMENT TRAP OR BASIN 5. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. SLOPE EROSION CONTROL BALNKET EC -15 EC -22F TEMPORARY CONSTRUCTION ENTRANCE SCALE: NONE SCALE: NONE STEP 1: STEP 2: EXCAVATE A 6"X 4" DEEP FASTEN FABRIC TO STAKES AND BuRY2" X 2" Z TRENCH BOTTOM 8' INTO THE TRENCH STAKES NUN -WOVEN HEA n � DUTY FABRIC �� Ii,i�,L .eI eI N• P4 OI e1el e1el e1el e1el e1el .. I N�M, V* ► ei ei ei ei ei e. a 1)'i? �j• diel eie1 1X 49" eie1 oi` SECTION NOTE: EXTEND ROCK DONUT UNTIL TOP MEETS EXISTING GRADE AT SAME HEIGHT NOTE: TH STEP 3: IS AN ACCEPTABLE ALTERNATIVE DRIVE STAKES IN TRENCH --� TO ATTATCH SILT FENCE SILT FENCE / COMPACTED SOIL FLO:. (V 2"x 2" STAKE #8 FILTER GRAVEL (1' T/ MIN. THICKNESS)1 24 IN. (MAX.)•:::::_::: 3:1 AT CENTER. ���:.:•:• j 2' FILTER FABRIC �1 (HEIGHT WILL VARY) .` BACKFILL AND cOMPACr SOIL. SECTION #1 STONE OR RIP -RAP MAINTENANCE 1. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. MAINTENANCE: 2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. 1. INSPECT THE STRUCTURE AFTER EACH STORM EVENT REMOVING SEDIMENT 3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS THE FABRIC TO BULGE. LOWEST POINT OR IS CAUSING AND MAKING NEEDED REPAIRS IMMEDIATELY. 4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT. 2. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN SED, REMOVE 5. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND AND PROPERLY DISPOSE OF ANY UNSTABLE SEDIMENT ANDD CONONSTUCTION MATERIAL AND RE -STABILIZE. SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. EC -6 GRAVEL END SECTION PROTECTION I EC -2 SILT FENCE BARRIER INSTALLATION SCALE: NONE SCALE: NONE 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME, FERTILIZER, AND SEED. 2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6"DEEP x 6"WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW ON BOTTOM OF CHANNEL. 4. PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH 6"OVERLAP. USE A DOUBLE ROW OF STAGGERED STAPLES 4" APART TO SECURE BLANKETS. 5. FULL LENGTH EDGE OF BLANKET'S AT TOP OF SIDE SLOPE MUST BE ANCHORED IN 6"DEEP x 6"WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 6. BLANKETS ON SIDE SLOPES MUST BE OVERLAPPED 4" OVER THE CENTER BLANKET AND STAPLED. 7. IN MEDIUM/HIGH FLOW CHANNEL APPLICATION, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT INTERVALS. USE A ROW OF STAPLES 4" APART OVER ENTIRE WIDTH OF THE CHANNEL. PLACE A SECOND ROW 4" BELOW THE FIRST ROW IN A STAGGERED PATTERN. 8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED IN A 6"DEEP x 6"WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 1 STAPLES PER SO. YD. I 1 34' s' 5' C 4' X 4" x ILL! N O Z11 = al r X X X X B 4' X X C X X X D X X C X X X X 1.5 STAPLES PER SO. YD. 2 STAPLES PER SO. YD. 3.5 STAPLES PER SO. YD. 300- 275 = 250 225 D 200 N 175 150 125- 100- 75 2510075 50 25 k 41 31 2:1 SLOPE GRADIENT 1:1 LUN NtV/HKiH FLOW FLOW C W#a CHW#iEL AND SHORELINE EC -13 I CHANNEL EROSION CONTROL BLANKET I EC -14 I E.C. BLANKET STAPLE PATTERN GUIDE SCALE: NONE SCALE: NONE SVVPPP FOR CONSI HON SITES: a UiGI I WATERSHED HYDRUI , ;• :, _Iql l CODE 05120201090030 trAIvlE UI- ALL RECEIVING WA i i 1 he site outlets to Cool Creek t it liviA I E OF PEAK DISCHAR::t :, i V)ST CONSTRUCTION CONDI LIONS (10 -YEAR) a , -.)CA i it)NS OF SPECIFIC POiNti r ttt- STORMWATER DISCHARGE VVILL LEAVE THE SITE I ne rrlajonty of the site drainage liet,ted in a storm sewer system that exits the site along the �lortn property line where it flow . ,-:uta , 46th Street via a culvert under the road and is conveyed hlortherty via open channels aria r:ipi- :;stems. i It, INS WHERE STORMW, ! , v1- BE DIRECTLY DISCHARGED IN i U GROUNDWATER, SUCI-i HS ABANDONED WELLS L tt,. -,INnriOLES I herr; ,are no locations where str,,,,,y,att;, is discharged into groundwater buILS IVIAP OF THE PREDOMIN`ki% iii tYPES A sous map with descriptions o1 type is included on sheet C2.5 oltjcRil-' i ION OF POTENTIAL i SOURCES ASSOCIATED VVI tH THE CONSTRUCTION ACI lVI I itS Potential pollutant sources incl ,t„. iOi sediment from exposed soils, leaves, mulch, vehicular sources such as leaking fuel or oil, brake ti, , crake dust, trash and debris, biological agents found in paint, fertilizers, herbicides, pestisides, lime dust al its _jncrete washout > 1t:1VIPORARY AND PERMANEN I ;_, rSiviVVATER QUALITY MEASURES l ernpotary and permanent stoi t , _i I,,ality measures are shown on sheets C2.3 and C2.4. Dimensions, specifications, const i_tl„n details, and maintenance guidelines for each measure are included on sheets C2.5 and is� : CONSTRUCTION k iearly delineate areas of ti,a.:, ,I it ,IDs, and vegetation that are to be undisturbed. To prevent roti v, the areas delineated for tree protection sriould be at least the same ,.I deter as the crown. urytall perimeter silt fence a, Inti action limits. Position the fence to intel rept unoff prior to entering draiii.gl :,wales. 4°.oid disturbing vegetated aI,trtside of the construction limits. 4 Install drop inlet protection i,; iii : nets on the property. a install gravel construction ,iii Install concrete washout area where k:uncrete work commences b Purform primary demolitiol ..i:, .:,t .i is and site clearing. I install utilities and begin bis;i,1 t,; i)ao and foundations. 5 Perform primary grading ot,r.:+ 0 6cmtain erosion from any st,i ;>i;rcKpi1es created on-site with silt fence around the base. u F_stablish temporary seeau i,, .iraw mulch on disturbed areas. I. I--xcavate for and install detention system. Backfill to glade per uetails and specifications. install mechanical stormwat,_ �In treatment unit and storm sewers. Utilize treatment unit throughout ii,,.l_:ti ::;lion to collect sediment and clean out the unit otters to prevent re-susperi-,, I :.t,iiected solids. .j Construct the building, pout r,., and install pavement. 14 Re -seed any areas disturber; LA istruction and utilities installation Witt I temporary seed mix within A completion of disturbance. trade the site to final eievat,,,,i: wd topsoil as needed to minir7>izt erosion of ,aiderlying soil and to gUiCK , grass. Ib. ilistall permanent seeding t,,i All eiuslon and sediment contra must be properly maintained throughout c;ul ISH action. Temporary and Pe .., it. -(ii seeding should be watered as deeded until estabiisned, iu t OF PROPOSED Suit .: t.r;I`ILES, BORROW, AND/OR DISPOSAL AREAS Locations of soil stockpiles ares, ,,vvi i .,, i sheet C2.3 I t=MPURARY AND PERMANEN i t,r 1�t,E STABILIZATION METHODS APHROPRIATE FOR EACH SEASON Soii stabilization types and appi,k.,.,t,:, : dies are included on sheet C2.5 2 LKUSiUN AND SEDIMENT CON i rt. i ECIFICATIONS FOR INDIVIDUAL BUILDING LOTS I he site is not subdivided. The!,.:ie. It; individual building lots NIAi ERItAL HANDLING, STORA6-t al i aIJILL PREVENTION PLAN F'drpo5e: The intention of this Spui 3- i e,vci ition, Control and Counterrrivasures (PCC) is to establish the procedures and equip, i lei a required to prevent the discharge of oil and hazardous Substance in quantities itim violate applicable water quality standards, cause a sheen upon or discoloration of the surtai„t�: ,Ir Receiving water or adjoining shorelines, or cause sludge or emulsion to be deposited out ieath the surface of the water or adjoining shorelines. The plan also establishes the activioob required to mitigate such discharges i.e. countermeasures) should they occur. Definitions: Pollutant: Means tit.Iil,,tcii it yr any kind or in any form, including but not limited to sediment, paint, clr�ai urly agents, concrete washout, pesticides, nutrients, trash, hydraulic fluids, foe; m petroleum, fuel oil, sludge, oil refuse, and oil mixed with wastes other than dredged uisch rge Includes. i. j;z- , it limited to any Pteeth9. IeaKln y-. pumping, pouring, emitting, emptying or dun7pii it Receiving Waters: Receiving stream, lake c;o lisiote: this definition is usually Interpreted to mean any wastewater even nomicili ii � wash or storm sewer) that eventually drains into a Receiving Stream]. Means all water, .)I tfic United States that are connected with a Plan Review Amendme ii. -this plan shall be revlewi;z amended, if necessary, whenever there is a G ot,,e i l the design of the site, construction, operation, or maintenance which materially affects ;n «Itt_.'s potential for the discharge of regulated material. Prediction of Potential Spills: 1. Nearest Receiving Water is Carmel Creek 2. The stormsewer system drains to the east and outlets into the regional pond southeast of the site. 3. Possible spill sources: Vehicular sources such as leaking fuel or oil, brake fluid, grease, antifreeze; construction trash and debris, biological agents found in trash and debris, fertilizers, household items including but not limited cleaning agents, chemicals, paint, herbicides and pesticides. 4. Groundwater contamination: The facility maintains NO above ground or underground storage tanks at this site. Therefore, it is felt that there is little or no possibility of post -construction groundwater contamination. The facility does have city sanitary sewer and city water. Alert Procedures for Spills: 1. Any personnel observing a spill will immediately initiate the following procedure: a. Notify the designated emergency coordinator for the project. 2. The Emergency Coordinator will then take the following actions: a. Barricade the area allowing no vehicles to enter or leave the spill zone. b. Notify the Indiana Department of Environmental Management, Office of Emergency Response by calling the appropriate telephone number. Office 317-233-7745 Toll Free 800-233-7745 Also the National Response Center at 800-424-8802 and provide the following information: - Time of observation of the spill - Location of the spill - Identity of material spilled - Probable source of the spill - Probable time of the spill - Volume of the spill and duration -Present and anticipated movement of the spill - Weather conditions - Personnel at the scene - Action initiated by personnel c. Notify the Carmel Fire Department: Phone 911 d. Notify the Carmel Police Department: Phone 911 e. Notify waste recovery contractor, maintenance personnel or other contractual personnel as necessary for clean up f. Coordinate and monitor clean up until the situation has been stabilized and all spills have been eliminated. g. Cooperate with the IDEM-OER on procedures and reports involved with the event. Cleanup Parameters: 1. The developer/homeowner's association shall be continually kept informed, maintain lists of qualified contractors and available Vac -trucks, tank pumpers and other equipment readily accessible for clean-up operations. In addition, a continually updated list of available absorbent materials and clean up supplies should be kept on site. 2. All maintenance personnel will be made aware of techniques for prevention of spills. They will be kept abreast of current development or new information on the prevention of spills and/or necessary alteration to this plan. 3. When spills occur which could endanger human life and this becomes primary concern, the discharge of the life saving protection function will be carried out by the local police and fire departments. 4. Absorbent materials, which are used in cleaning up spilled materials, will be disposed of in a manner subject to the approval of the Indiana Department of Environmental Management. 5. Flushing of spilled material with water will not be permitted unless so authorized by the Indiana Department of Environmental Management. 14. CONTACT INFORMATION FOR THE TRAINED INDIVIDUAL RESPONSIBLE FOR STORMWATER POLLUTION PREVENTION FOR THE PROJECT SITE J.R. Freiberger JRF Construction Inc. 233 E. 175th Street Westfield, IN 46074 (317) 896-1100 jr@jrfconstruction.com 15. CURRENT REVISION DATE ON ALL SHEETS Current revision dates and descriptions are listed in the revision box on each sheet SWPPP FOR POST -CONSTRUCTION: 1. DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH THE PROPOSED LAND USE Potential pollutant sources include silt and sediment from leaves, mulch, vehicular sources such as leaking fuel or oil, brake fluid, brake dust, trash and debris, biological agents found in fertilizers, herbicides, and pestisides. 2. POST -CONSTRUCTION STORMWATER QUALITY MEASURES: An Aquaswirl model AS -5 stormwater quality treatment unit will be installed to address post -construction water quality. The location of the unit is shown on sheet C2.1. Dimensions and construction details are shown on sheet C5.7. Sizing calculations and detailed specifications are included in the Drainage Report for this project. In addition, this project utilizes an underground detention system for flood control for further post -construction water quality measures. The location of the system can be seen on sheet C2.1. 3. SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION or to paving operations. of the utilities prior Ions. The stormwater quality treatment unit will be installed during construction p p g p Existing and new stormsewer inlets will be protected with inlet protection devices throughout construction. The treatment unit will become fully operational upon completion of construction. 4. STORMWATER QUALITY MEASURES TO BE IMPLEMENTED TO PREVENT OR MINIMIZE ADVERSE IMPACTS TO STREAM AND RIPARIAN HABITATS Stormwater runoff from the project area will be collected into the storm sewer system and will be treated by the stormwater quality treatment unit prior to discharging to the underground detention system. No adverse impacts to streams or riparian areas are expected as a result of this project. 5. OPERATION AND MAINTENANCE MANUAL FOR POST -CONSTRUCTION STORMWATER QUALITY MEASURES An Operation and Maintenance Manual for the stormwater quality BMP's has been provided to the owner and to the City of Carmel. The manual includes maintenance and sediment/removal instructions for the owner. Evans, Mechwart, Hambleton & Tilton, Inc. Engineers " Surveyors " Planners " Scientists 7400 North Shadeland Avenue, Suite 150 INDIANAPOLIS, INDIANA 46250 TELEPHONE (317) 913-6930 FACSIMILE (317) 913-6928 WWW.EMHT.COM SWPPP DETAILS 0 Scale: NONE Ld � C O ILL! N O Z11 = al B ?� _ N U J w ZU~OZ w /br - Ld j C C z=aww c�HZO B C D A _ 13�`�WU�F-I- U Igm O0=z OLU A B cC Q =p00U B 41 31 2:1 SLOPE GRADIENT 1:1 LUN NtV/HKiH FLOW FLOW C W#a CHW#iEL AND SHORELINE EC -13 I CHANNEL EROSION CONTROL BLANKET I EC -14 I E.C. BLANKET STAPLE PATTERN GUIDE SCALE: NONE SCALE: NONE SVVPPP FOR CONSI HON SITES: a UiGI I WATERSHED HYDRUI , ;• :, _Iql l CODE 05120201090030 trAIvlE UI- ALL RECEIVING WA i i 1 he site outlets to Cool Creek t it liviA I E OF PEAK DISCHAR::t :, i V)ST CONSTRUCTION CONDI LIONS (10 -YEAR) a , -.)CA i it)NS OF SPECIFIC POiNti r ttt- STORMWATER DISCHARGE VVILL LEAVE THE SITE I ne rrlajonty of the site drainage liet,ted in a storm sewer system that exits the site along the �lortn property line where it flow . ,-:uta , 46th Street via a culvert under the road and is conveyed hlortherty via open channels aria r:ipi- :;stems. i It, INS WHERE STORMW, ! , v1- BE DIRECTLY DISCHARGED IN i U GROUNDWATER, SUCI-i HS ABANDONED WELLS L tt,. -,INnriOLES I herr; ,are no locations where str,,,,,y,att;, is discharged into groundwater buILS IVIAP OF THE PREDOMIN`ki% iii tYPES A sous map with descriptions o1 type is included on sheet C2.5 oltjcRil-' i ION OF POTENTIAL i SOURCES ASSOCIATED VVI tH THE CONSTRUCTION ACI lVI I itS Potential pollutant sources incl ,t„. iOi sediment from exposed soils, leaves, mulch, vehicular sources such as leaking fuel or oil, brake ti, , crake dust, trash and debris, biological agents found in paint, fertilizers, herbicides, pestisides, lime dust al its _jncrete washout > 1t:1VIPORARY AND PERMANEN I ;_, rSiviVVATER QUALITY MEASURES l ernpotary and permanent stoi t , _i I,,ality measures are shown on sheets C2.3 and C2.4. Dimensions, specifications, const i_tl„n details, and maintenance guidelines for each measure are included on sheets C2.5 and is� : CONSTRUCTION k iearly delineate areas of ti,a.:, ,I it ,IDs, and vegetation that are to be undisturbed. To prevent roti v, the areas delineated for tree protection sriould be at least the same ,.I deter as the crown. urytall perimeter silt fence a, Inti action limits. Position the fence to intel rept unoff prior to entering draiii.gl :,wales. 4°.oid disturbing vegetated aI,trtside of the construction limits. 4 Install drop inlet protection i,; iii : nets on the property. a install gravel construction ,iii Install concrete washout area where k:uncrete work commences b Purform primary demolitiol ..i:, .:,t .i is and site clearing. I install utilities and begin bis;i,1 t,; i)ao and foundations. 5 Perform primary grading ot,r.:+ 0 6cmtain erosion from any st,i ;>i;rcKpi1es created on-site with silt fence around the base. u F_stablish temporary seeau i,, .iraw mulch on disturbed areas. I. I--xcavate for and install detention system. Backfill to glade per uetails and specifications. install mechanical stormwat,_ �In treatment unit and storm sewers. Utilize treatment unit throughout ii,,.l_:ti ::;lion to collect sediment and clean out the unit otters to prevent re-susperi-,, I :.t,iiected solids. .j Construct the building, pout r,., and install pavement. 14 Re -seed any areas disturber; LA istruction and utilities installation Witt I temporary seed mix within A completion of disturbance. trade the site to final eievat,,,,i: wd topsoil as needed to minir7>izt erosion of ,aiderlying soil and to gUiCK , grass. Ib. ilistall permanent seeding t,,i All eiuslon and sediment contra must be properly maintained throughout c;ul ISH action. Temporary and Pe .., it. -(ii seeding should be watered as deeded until estabiisned, iu t OF PROPOSED Suit .: t.r;I`ILES, BORROW, AND/OR DISPOSAL AREAS Locations of soil stockpiles ares, ,,vvi i .,, i sheet C2.3 I t=MPURARY AND PERMANEN i t,r 1�t,E STABILIZATION METHODS APHROPRIATE FOR EACH SEASON Soii stabilization types and appi,k.,.,t,:, : dies are included on sheet C2.5 2 LKUSiUN AND SEDIMENT CON i rt. i ECIFICATIONS FOR INDIVIDUAL BUILDING LOTS I he site is not subdivided. The!,.:ie. It; individual building lots NIAi ERItAL HANDLING, STORA6-t al i aIJILL PREVENTION PLAN F'drpo5e: The intention of this Spui 3- i e,vci ition, Control and Counterrrivasures (PCC) is to establish the procedures and equip, i lei a required to prevent the discharge of oil and hazardous Substance in quantities itim violate applicable water quality standards, cause a sheen upon or discoloration of the surtai„t�: ,Ir Receiving water or adjoining shorelines, or cause sludge or emulsion to be deposited out ieath the surface of the water or adjoining shorelines. The plan also establishes the activioob required to mitigate such discharges i.e. countermeasures) should they occur. Definitions: Pollutant: Means tit.Iil,,tcii it yr any kind or in any form, including but not limited to sediment, paint, clr�ai urly agents, concrete washout, pesticides, nutrients, trash, hydraulic fluids, foe; m petroleum, fuel oil, sludge, oil refuse, and oil mixed with wastes other than dredged uisch rge Includes. i. j;z- , it limited to any Pteeth9. IeaKln y-. pumping, pouring, emitting, emptying or dun7pii it Receiving Waters: Receiving stream, lake c;o lisiote: this definition is usually Interpreted to mean any wastewater even nomicili ii � wash or storm sewer) that eventually drains into a Receiving Stream]. Means all water, .)I tfic United States that are connected with a Plan Review Amendme ii. -this plan shall be revlewi;z amended, if necessary, whenever there is a G ot,,e i l the design of the site, construction, operation, or maintenance which materially affects ;n «Itt_.'s potential for the discharge of regulated material. Prediction of Potential Spills: 1. Nearest Receiving Water is Carmel Creek 2. The stormsewer system drains to the east and outlets into the regional pond southeast of the site. 3. Possible spill sources: Vehicular sources such as leaking fuel or oil, brake fluid, grease, antifreeze; construction trash and debris, biological agents found in trash and debris, fertilizers, household items including but not limited cleaning agents, chemicals, paint, herbicides and pesticides. 4. Groundwater contamination: The facility maintains NO above ground or underground storage tanks at this site. Therefore, it is felt that there is little or no possibility of post -construction groundwater contamination. The facility does have city sanitary sewer and city water. Alert Procedures for Spills: 1. Any personnel observing a spill will immediately initiate the following procedure: a. Notify the designated emergency coordinator for the project. 2. The Emergency Coordinator will then take the following actions: a. Barricade the area allowing no vehicles to enter or leave the spill zone. b. Notify the Indiana Department of Environmental Management, Office of Emergency Response by calling the appropriate telephone number. Office 317-233-7745 Toll Free 800-233-7745 Also the National Response Center at 800-424-8802 and provide the following information: - Time of observation of the spill - Location of the spill - Identity of material spilled - Probable source of the spill - Probable time of the spill - Volume of the spill and duration -Present and anticipated movement of the spill - Weather conditions - Personnel at the scene - Action initiated by personnel c. Notify the Carmel Fire Department: Phone 911 d. Notify the Carmel Police Department: Phone 911 e. Notify waste recovery contractor, maintenance personnel or other contractual personnel as necessary for clean up f. Coordinate and monitor clean up until the situation has been stabilized and all spills have been eliminated. g. Cooperate with the IDEM-OER on procedures and reports involved with the event. Cleanup Parameters: 1. The developer/homeowner's association shall be continually kept informed, maintain lists of qualified contractors and available Vac -trucks, tank pumpers and other equipment readily accessible for clean-up operations. In addition, a continually updated list of available absorbent materials and clean up supplies should be kept on site. 2. All maintenance personnel will be made aware of techniques for prevention of spills. They will be kept abreast of current development or new information on the prevention of spills and/or necessary alteration to this plan. 3. When spills occur which could endanger human life and this becomes primary concern, the discharge of the life saving protection function will be carried out by the local police and fire departments. 4. Absorbent materials, which are used in cleaning up spilled materials, will be disposed of in a manner subject to the approval of the Indiana Department of Environmental Management. 5. Flushing of spilled material with water will not be permitted unless so authorized by the Indiana Department of Environmental Management. 14. CONTACT INFORMATION FOR THE TRAINED INDIVIDUAL RESPONSIBLE FOR STORMWATER POLLUTION PREVENTION FOR THE PROJECT SITE J.R. Freiberger JRF Construction Inc. 233 E. 175th Street Westfield, IN 46074 (317) 896-1100 jr@jrfconstruction.com 15. CURRENT REVISION DATE ON ALL SHEETS Current revision dates and descriptions are listed in the revision box on each sheet SWPPP FOR POST -CONSTRUCTION: 1. DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH THE PROPOSED LAND USE Potential pollutant sources include silt and sediment from leaves, mulch, vehicular sources such as leaking fuel or oil, brake fluid, brake dust, trash and debris, biological agents found in fertilizers, herbicides, and pestisides. 2. POST -CONSTRUCTION STORMWATER QUALITY MEASURES: An Aquaswirl model AS -5 stormwater quality treatment unit will be installed to address post -construction water quality. The location of the unit is shown on sheet C2.1. Dimensions and construction details are shown on sheet C5.7. Sizing calculations and detailed specifications are included in the Drainage Report for this project. In addition, this project utilizes an underground detention system for flood control for further post -construction water quality measures. The location of the system can be seen on sheet C2.1. 3. SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION or to paving operations. of the utilities prior Ions. The stormwater quality treatment unit will be installed during construction p p g p Existing and new stormsewer inlets will be protected with inlet protection devices throughout construction. The treatment unit will become fully operational upon completion of construction. 4. STORMWATER QUALITY MEASURES TO BE IMPLEMENTED TO PREVENT OR MINIMIZE ADVERSE IMPACTS TO STREAM AND RIPARIAN HABITATS Stormwater runoff from the project area will be collected into the storm sewer system and will be treated by the stormwater quality treatment unit prior to discharging to the underground detention system. No adverse impacts to streams or riparian areas are expected as a result of this project. 5. OPERATION AND MAINTENANCE MANUAL FOR POST -CONSTRUCTION STORMWATER QUALITY MEASURES An Operation and Maintenance Manual for the stormwater quality BMP's has been provided to the owner and to the City of Carmel. The manual includes maintenance and sediment/removal instructions for the owner. Evans, Mechwart, Hambleton & Tilton, Inc. Engineers " Surveyors " Planners " Scientists 7400 North Shadeland Avenue, Suite 150 INDIANAPOLIS, INDIANA 46250 TELEPHONE (317) 913-6930 FACSIMILE (317) 913-6928 WWW.EMHT.COM SWPPP DETAILS 0 Scale: NONE Ld � zU O ILL! N O Z11 = al = I cn Z ?� _ N U J w ZU~OZ w /br - Ld j Z uU F- H z=aww c�HZO U Lu inw�a!wI-2 LU oC O Q? W I- w e _ 13�`�WU�F-I- U Igm O0=z OLU cC Q =p00U HLLJ10 WZ)3ZU Ceo Z QZ CC QOm Ce aZa0a:)N oC ZU<Oz X U Ln I- QaUw01-oC I w<w LU a oU�0J�O inZLUp Z U F,- < U 0 - o w m U L1_ 1=V>C0 V 00 in Z O 0'% Q 00 . 0% M o Z cV C) W E E 00 M J ^ O a J I M 1- m Z Um H W JZ 0 N LU 3 w LU "� 0 0 o U U N o0 Z Z 0 LU m Z 0 d w U \\\\\a %uuIuI $r/i//// rW = I� 0 O Z11 = al = I cn Z ?� _ N /br - 100103 C2.6 Mueller Centurion A-423, Or Equal Painted "Safety Yellow" 3'-0" 6"Valve Box Min. 0 U � c `r 6" Gate Revised 03/05/07 Valve Revised 03/05/07 CITY OF CARMI=L. WA I E_K u7lt_I rY 2'-6" CITY OF CARMEL WATER UTILITY 4- 8- 2'-6" Developer Instalied Water Mains Length Of PIPE INSTALLATION Chccti r.)_i 2'-3" All work shall be in the best practices of the water utility industry and the American Water Works Association, and in accordance with all applicable Federal, State and local codes 1 The Developer will submit two 2 sets of preliminaryplans for the proposed devel� i ��r � ; � arnlsl uvatei Utility can determine the nisi, ) p () p P p p ty � . .�zing,location and regulations. of hydrants, service lines and valves to conform to the City of Carmel Water Utility's stativaiot: ai u-,pesmcations. From , Of Bend Furthermore: 2 Develo er will provide plans that conform to the City of Carmel Water Utility's stanoa) u: r� general, the City of Carmel Wale± within ten 1) Any damage done to the City of Carmel Water Utility's system by the Contractor/Developer or his affiliates shall immediately be repaired, to the satisfaction and direction of the (10) business days. 3'-0" City of Carmel Water Utility by the Contractor/Developer at his own expense. City y p 3 pproved 3 Contractors shall call Cit of Carmel Water Utility for an on-site re -construction mu, 1:,.,4 .;c,,, , do x , ,:, )i,:, , ,,,,,a..,oi must have a plat : materials to Q Q be used must be approved by a City of Carmel Water Utility inspector \ \\ - • i �� Hydrant Assembl���(i �!�i��� 2) Should the Contractor/Developer propose to depart from the specifications contained herein, he shall submit samples and/or specifications of such alternatives to the City of Tee - M.J. Restrained 6" Carmel Water Utility before proceeding. 4) Contractor will allow inspection by City of Carmel Water Utility inspectors during thu .,, :..:,,,11 n J ,Yatu: ) ian, ._,Awnsion and will honor the (,.:ir vv,i_r Utility's Base On Undisturbed ground. request for field changes in main extensions related to location, workmanship and materials as .In.i feiate to city ;;r Carmel Water Utility standards , 3) No work shall be performed under conditions which in the opinion of the City of Carmel Water Utility would adversely affect the quality of the finished job. Notes: 14" 16" 18" 4) The Contractor/Developer shall conduct his work so as not to interfere with the present operation of the existing City of Carmel Water Utilitys water/sanitary sewer system. If *All Ductile Iron water mains shall be bedded in sand, from the bottom of the trench to "Blue Hydrant Valves any work interference is encountered between the City of Carmel Water Utility and the Contractor/Developer, the City of Carmel Water Utility will receive priority in scheduling. Reflective Warning Tape must be installed 18" above all water mains. Tracer wire itis t r + r iailcil wn;, au water main laid in Carmel. with either all thread, or an anchoring tee. 5) The Contractor will have water main extensions pressure testes per City of Carmel e1 ) , :>i a IL , .. ants wit) )t ,.,ec by City of Carmel Water Utrlr., 7'-4" U 6) The Contractor will conduct the disinfection of water main extension, with direct supe ,t,,:: 1, ;., 11 I..arfrlei 44-X Utility Operator. The Contrast ...rl; anew. tie responsible 27' for the de -chlorination of the water flushed off during disinfection process. 42' 50' 58' 65' 73' 7) Only after the water main extension passes the City of Carmel Water Utility's laboratu, ,uL,1.,1 was -BUILT plans (One Electron. -!en turned in 115' to the City of Carmel Water Utility, will the water be turned on by the City of Carmel Water unlit; 7' 9' 5) *The developer's contractor shall be billed for all bacteriological lab services. CITY OF CARMEL Mueller Centurion A-423, Or Equal Painted "Safety Yellow" 3'-0" 6"Valve Box Min. 0 U � c `r 6" Gate Existing Water Main Tapping Sleeve J AsnLquired Varies T: Note: All Joints Shall Be Restrained Except In Run Of Tee. PLAN Notes: 1) Megalug flanges shall be used for all mechanical joints. 2) Bell end pieces of pipe 4 ft. and smaller shall be considered strop, and shot not be Irotalled into system. New Pipe Shall Be Installed Under The Existing Water Main New Water Main See Trench Detail For Backfill Requirements Existing Water Main vvvvv°°°°vv vvvvvovvvv 12" Min. #.Vvvv-vv""V.V-lv-.vv.vvlvvvvvlv Water Main Bed Pipe In Specified Granular Bedding Material Hand Tamped In 6' Layers To Pipe Centerline Bedding Material Shall Conform To INDOT 903.02, Size No. 8 SECTION TITLE: CITY OF CARMEL WATER MAIN STANDARD DETAILSCONNECTION DETAIL Inc?b: March 2001 Scale Ar HenEnalneers. . Drawing Nana CW5 "W" Valve 41'-0" JOINT RESTRAINT TABLE 2'-6" Min. 4- 8- 2'-6" Q Length Of Pipe To Be Restrained 2'-6" 2'-3" 4- 12- 2'-9" 2'-5" In Each Direction From , Of Bend 3'-0" 2'-8" • 18" 3'-6" 3'-0" Based On Bedding Material Conforming To Water Main4 4 .Q Q a Q Q INDOT 903.02, Size No. 8 \ \\ - • i �� Hydrant Assembl���(i �!�i��� One 8"x8"x16" Solid Conc. Block Or 6"Min. Tee - M.J. Restrained 6" Class"B" Concrete cn Length And Fittings 1111. Base On Undisturbed ground. As Required 6" 8" Notes: 14" 16" 18" 20" 1. At High Points Along Main Water Line Where 5. Hydrant Valves must be restrained to the tee Indicated On Drawings, Anchoring Tee Shall with either all thread, or an anchoring tee. Be Set At 45- Angle Upwards And Connected 7'-4" U To 6" 45- Bend. Main Water Line Shall Be & Plugs 27' Lowered To Provide Sufficient Cover As Specified. 42' 50' 58' 65' 73' 2. All Joints Shall Be Restrained Except In Run 95' 115' Of Tee. 7' 9' 3. Hydrants Shall Be Set At 500' Max. Horizontal CITY OF CARMEL TITLE: FIRE HYDRANT Distance, Or Less As Specified By Fire Department 29' 22-1/2- 3' 4. All valves must include Posi-Cap or equivalent STANDARD DETAILS 10' Date: March 01 Scab: Not To Scale LqownASSEMBLY Jones R Henry Engineers. Ina. Drawing Nome: CWS Existing Water Main Tapping Sleeve J AsnLquired Varies T: Note: All Joints Shall Be Restrained Except In Run Of Tee. PLAN Notes: 1) Megalug flanges shall be used for all mechanical joints. 2) Bell end pieces of pipe 4 ft. and smaller shall be considered strop, and shot not be Irotalled into system. New Pipe Shall Be Installed Under The Existing Water Main New Water Main See Trench Detail For Backfill Requirements Existing Water Main vvvvv°°°°vv vvvvvovvvv 12" Min. #.Vvvv-vv""V.V-lv-.vv.vvlvvvvvlv Water Main Bed Pipe In Specified Granular Bedding Material Hand Tamped In 6' Layers To Pipe Centerline Bedding Material Shall Conform To INDOT 903.02, Size No. 8 SECTION TITLE: CITY OF CARMEL WATER MAIN STANDARD DETAILSCONNECTION DETAIL Inc?b: March 2001 Scale Ar HenEnalneers. . Drawing Nana CW5 Restrained Joints Shall Be Mechanical Joint With Retainer Glands, US Pipe TR Flex Joint System, US Pipe Field LOK Gasket System, Or Equal. NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED. TITLE: CITY OF CARMEL JOINT RESTRAINT STANDARD DETAILS TABLE Date: Mach 2001 scab: Not To Scab Jonr At Henry Drawing Nam; CW10 Enalneers. Inc. SIZE "W" 'U"** PRESSURE PIPE JOINT RESTRAINT TABLE 2'-6" 2--0 4- 8- 2'-6" 2'-1" Length Of Pipe To Be Restrained 2'-6" 2'-3" 4- 12- 2'-9" 2'-5" In Each Direction From , Of Bend 3'-0" 2'-8" 5" 18" 3'-6" 3'-0" Based On 150 PSI Test Pressure 3'-11" 3'-4" 6" Degree 4'-3" 3'-8" 6" 27" 5'-6' 3'-11" 6" Of Bend 6" 8" 10" 12" 14" 16" 18" 20" 24" 30" 90^ Tees 6'-11" zU<0 -M 8" 48" 7'-4" U 9" & Plugs 27' 35' 42' 50' 58' 65' 73' 80' 95' 115' 45" 7' 9' 11' 13' 15' 17' 19' 21' 24' 29' 22-1/2- 3' 4' 5' 6' 7' 8' 9' 10' 12' 14' 11-1/4^ 2' 2' 3' 3' 4' 4' 1 4' 5' 6' 7' Restrained Joints Shall Be Mechanical Joint With Retainer Glands, US Pipe TR Flex Joint System, US Pipe Field LOK Gasket System, Or Equal. NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED. TITLE: CITY OF CARMEL JOINT RESTRAINT STANDARD DETAILS TABLE Date: Mach 2001 scab: Not To Scab Jonr At Henry Drawing Nam; CW10 Enalneers. Inc. SIZE "W" 'U"** "T' 6" 2'-6" 2--0 4- 8- 2'-6" 2'-1" 4" 10" 2'-6" 2'-3" 4- 12- 2'-9" 2'-5" 4- 15" 3'-0" 2'-8" 5" 18" 3'-6" 3'-0" 5" 21" 3'-11" 3'-4" 6" 24" 4'-3" 3'-8" 6" 27" 5'-6' 3'-11" 6" 30" 5'-9" 4'-4" 6" 36" 6'-3" 5'-2" 6" 42" 6'-11" zU<0 -M 8" 48" 7'-4" U 9" 54" 1 B'-0" 9" 60" 8'-6" 9" 66" 91-1' U 9" 72" 9'-8' 10" 78" 10'-3" 10" J J C a� > I v D_ O a� rn w Pavement Select Excavated Material Or Special i Backfill Hand Tamped In 6" Layers { �--Approved Excavatt.l Unless Otherwise Duc;,,laa Note: Select Excavated Material Or Shall Be Placed Under All Nriu Within The Limits Shown Abavu Special Backfill Shall Conform ;,4L,1._�1 LL Select Excavated Material Shall 13u Uy Lr;ylueer. 1'-a' Minimum Undisturbed Gnxu 4 Existing Pavement. Sar Cut Straight Edge Special Soddtll Unds[- Pwwnent. Drives, Walks Or Where Ordered Tamped In 8' Layers speaks Bocldill Stall Conform To INDOT 211.02b TRENCH SCHEDULE ** Table Is For ASTM D-3034, Wall Thickness Class SDR 35 For 6"-15" And ASTM F-679 Wall Thickness Class T-1 For 18"-36. For Other Flexible Pipes, Minimum Trench Width "U" Shall Meet Manufacturer's Requirements. 0 U c LO 4 Undisturbed Trim Ht�tvlt LIMI I;.. ,Ivl,rLLrl_, tit iI�_ SPECIAL LAY. r Drawn Ebr Dui aarl,n rut, scow ; a+ is Scale Jones a; He vu :e" CW1 rowan, Inc. -rrtU tLl _�.a tlti.� Y(]V dlilcll r. Matenu, fV U (hICKneSb Appruveu txcavated Material In Unpuv�. Areas Unless Otherwise Directed j. yule; Under Existing Sewers, Gas Lines, Telephone C,ui,ic Electrical Conduits, Bocktilr fold Granular Bedding Materia, Centerline Of The Existing, ;t,r,ty Lines. /d -+ --- Far Plexibb Pipe With Solid Or Prone.. .ru. Granular Bedding Material Shall Be ri, a And Hand Tamped In 6' Layers 1"c .A ulr.,:,. 'o Of l'-0" Above Pipe. 4 I 'pop 444p 4 ° p 4 444 _ Bed Pipe In Specified Gronuiur n 4p 4 4 e a4 p Bedding Material Hand Tamped hips: - to 8 to 12 inches above pipe. Bedding Material Shall Conform To INDOT 903,02, Size No. 8 a. "W" L At Top Of Pipe I - Nutt Id 1 -he Maximum Width For v "U" is Che Minimum Width For Flex)t<i n,. ir) Aca;rdance With ASTM D-2321 TREN(,i-I )I _,Iii FOR SEWER ANL; NAIEK FmAINS ivla MTV - I i r ,AKIVit:.[ TRENCH , . kir �1, 1�3L.rr,Ki Lit IAIL.S TRENCH i�.JLE - --Nown By. - Dai" :aura llf.;: �Scols Not to Scale Jones Henry ,•,.k .-, .vur.,t: CW3 ngtnewrs. Inc. Curb Box With Cover I ¢ NOTE: I ! 1) 1 " Or Smaller a< °i Shall Be Direct Top Approved By Carme.. 2) Corporation Stor ). Curb Stop _/ Vl CSltii r, Brand And Model Ai, „ ti, Carmel Utilities. Corporation Stu 3) Service Line .Cor. Mueller H-15008 t; „a, Installed With A Mir Water Main Seperation Of 24". Double Strap Service Saddle 'k 4) 2 inch taps ar, , shall not be installs within 18 inches of Length - Varies r joints and bells. Verify, I 0 i 1 (Copper Service Line * Service Saddle Must Be Omitted For Services 1" And Smaller And Direct Taps Made To Ductile Iron Pipe, Class 350 Or Greater. (Verify With Owner For Pressure Class DIP.) TITLE: I- � At AML, _ WATER !AI`JL1,KL' ULfAIL_S DLi,,I, Jones A& Henry Dote: March vU f i 8cole riot ro stole Engineers, Inc. CW4 6" MINIMUM OF TOPSOIL OR #53 STONE L-1 PAVEMENT SECTION VARIES MIT OF SUBGR A)E FINAL BACKI iLl SHALL BE PER NOTE 1, Revised 03/05/07 City of Carmel Water Utility Approved List of Construction Materials 1. Water Main: Shall be Ductile Iron Pressure Class 350. 2. Reflective Warning Tape. Shall be installed 18in above pipe. 3. Tracing Wire (10 or 12 gauge): To be installed with all water mains. There must be access to the tracer wire at each valve box, with enough wire in the valve box to insure the proper connection to the locating machine. Spec. hydrants shall be t and will have a 4. Fire Hydrants: Shall be Mueller (Safety Yellow, M.A.B. #0433291, Sherwin Williams # F75YP2) (Carmel Clay Sp y open right compatible with 5" he one-piece design, Storz hose coupling. T safety blue stripe around hydrant bonnet from the factory). The hydrant pumper nozzle shall be of p g p p g nozzle shall be an integral part of the fire hydrant and must be furnished by the manufacturer or authorized distributor designated by the manufacturer. Mueller model 290220 for casting and 290221 for cap. Storz adapters will not be accepted. 5. Valves: Shall be resilient seat gate valve, Mueller only. (Carmel Clay Spec. valves shall be open right) Butterfly valves shall be used for sizes over 12in. 6. Fittings: Shall be Union, Tyler 7. Mechanical Joints: Shall be made with Megalugs. 8. Valve Boxes: Shall be Union Tyler or East Jordan Iron Works 9. Posi Caps or Box loks: Shall be installed, with each gate valve . -not to be used on butterfly valves - 10. Curb Boxes: Shall be Union, Tyler 11. Tapping Sleeves: Shall be Smith Blair, Romac, or JCM 12. Repair Clamps: Shall be full circle stainless steel with ductile lugs. Smith Blair 226, Ford F-1, JCM or Mueller equal. 13. Tapped Repair Clamps: (For '/%,1in, 11/2 in, and 2in taps on PVC, 11/2in and 2in on Ductile Iron and service repairs) shall be 12in long, full circle stainless steel with ductile lugs and tapered threads. Smith Blair, Ford, JCM, Mueller. 14. Sample Stations: Shall be installed at the utilities request. (GIL Industries model # EH 101). 15. Service Lines: 3/4in, lin, 11/2in, 2in, Shall be K - Copper. 16. Brass. Compression Fittings. Pack Joints not allowed (See Meter Pit Specs. For Make and Model #) 17. Joint Restrains: Shall be Field Lock Gaskets or Mechanical Bell Joint Restraints. 18. HDPE Sleeves: Shall be used for services that cross major city streets. ** 3/6" 8, 1" lines will use 3" hdpe sleeve **1 %2" 8, 2" lines will use 4" hdpe sleeve 19. Additional Kickers: Shall be solid block and brick. No poured concrete. MINIMUM COVER SHALL BE PER NOTE 3. BEDDING, HAUNCHING ►J PIPE MATERIAL PER UTILITY TRENCH WIDTH, INITIAL _- HAVING JURISDICTION OVER INSTALLATION. BACKFILL MATERIALS, PLACEMENT, AND COMPACTION PER STANDARD PRACTI�L OF UTILITY HAVING JURISDICITON OVER j Bc INSTALLATION. WA & SEWER MAiN AND LA TERAL TRENCH DETAIL R UTILITY INSTALLATIONS Wl THIN CITY R/W NOTES: NO SCALE 1. FINAL BACKFILL FOR UTILITY INSTALLATIONS WHERE "L" IS 5' OR LESS SHALL BE B" -BORROW FOR STRUCTURE BACKFILL MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN V MAXIMUM LIFTS TO NOT LESS THAN 95% SIAWARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED, THE BACKFILL FOR THE TOP 6" OF T -1E EXCAVATION BELOW THE LIMIT OF SUBGRADE SHALL BE #53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED, IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT FINAL BACKFILL REQUIREMENT, THE MORE STRINGENT REQUIREMENT WILL GOVERN. 2, THIS REQUIREMENT SHALL APPLY FOR ALL UTILITY INSTALLATIONS (INCLUDING BUT NOT LIMITED TO WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS, SANITARY SERVICE LATERALS, GAS PIPING, POWER, TELECOMM AND CATV CONDUITS OR DUCT BANK) WITHIN EXISTING AND PROPOSED CITY OF CARMEL R/W UMTTS. 3. FOR UIILJIY INSTALLATIONS UNDER CITY STREETS, REGARDLESS OF THE JURISDICITON OF THE UTILITY, THE MINIMUM COVER FROM THE: TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE CONDUIT OR DUCT BANK SHALT. BE THF: PAlT_MENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1` G BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE PIPE CONDUIT OR DUCT BANK FROM THE FINAL PAVEMENT ELEVATION TO THE TCP OF THE PIPE BE LESS THAN 2.5 FEET. IF THE STANDARD PRACTICE OF THt UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORESTRINGENT COVER REQUIREMLNi, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 4, IF EXISTING SUBGRADE HAS BEEN LIME STABILIZED. BACKFILL WITH B -BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO THE LIMIT OF TREATED SUBGRADE VATH LIME STABALIZED SOIL 1,,,/,1y OF CARMEL STANDARDS STANDARD WAIF R & SEWER MAIN AND LATERAL TRENCH DETAIL DRAWING I t�R 0TILITY INSTALLATIONS WITHIN CITY R W 10 -29 Padmount Transformer (Owned by Cinergy) ------------------- ,;Pi kel)ar-12" I I I G C Both Ways I I I I I I I I I I I I I I I I I t Service Cable 8.0' Conduits I I I Primary Cab L; I I I I I 1" Bevel Conduits I I I t l 36" - 48" 12" A I I I ------ ---- - 2" 0 !x% 00 = 8"MIN. 1 Fi" O f Service Cable No Conduit In 2" Conduit for / Conduits (8 Max) Shaded Area Melee/Phone 1" PVC Conduit Primary Cable 2" Conduit for Metering Compact Cable for Ground Wire Conduits Cable Granular Backfill NOTES: 1) Cinergy Standards rryuir. 30 inches of cover over the top of any conduit, direct buried cable, or concrete envelope if the system is concrete encased 2) All conduits must have a pull string installed and be capped to prevent debris from getting into the conduit. 3) Reinforcing steel shall be at least #4 bars or larger. It shall be installed a minimum of 12 inches O.C. both ways. ELECTRIC TRANSFORMER PAD DETAIL CINERGY SCALE: NONE BUILDING - LATERAL TRUNK LINE MINIMUM SIZE = 4" LATERAL MINIMUM SIZE = 6" - 1/8 BEND I A MINIMUM 04" PIPE CLEANOUT SHALL BE INSTALLED WITHIN THREE (3) FEET OF OUTSIDE BUILDING WALL. A PLUG SPECIFIED BY THE PIPE MANUFACTURER SHALL BE USED TO ENSURE 100% WATERTIGHTNESS. COMPACTION OF GRANULAR BACKFILL 1/8 BEND IS CRITICAL UNDER WYE AND BEND. IF PROPER COMPACTION CANNOT BE ACHIEVED, PLACE A MIN. OF 6" OF CLASS B CONCRETE AROUND 1/8 BEND. S FROM BUILDING SERVICE WYE (TYP. ) PLAN VIEW MIN. FALL = 1/4" PER FOOT W-1 11-- -1 MILL -- PROVIDED UNDER PIPE ELEVATION SA -1 O I SERVICE CONNECTION FOR SHALLOW SEWERS (LESS THAN 15' DEEP) SCALE: NONE Evans, Mechwart, Hambleton & Tilton, Inc. Engineers • Surveyors • Planners • Scientists 7400 North Shadeland Avenue, Suite 150 INDIANAPOLIS, INDIANA 46250 TELEPHONE (317) 913-6930 FACSIMILE (317) 913-6928 WWW.EMHT.COM UTILITY DETAILS 0 Scale: NONE En Z 0 in W ae aauWuwlmpN Zq w -� z O Q1 Z - a = = I U1 O U J w �R LJ ZUXzOLa m Q [ii U LU l. - D Lu Z2a�ui,Uu l�HZ0 U tL inwQaw�= LU F_OQod=CL�wce a: w 0 LuV00=Z Lu O UQQ CC Qi 2 0 2: & Lai Z II-- (A 0 0 Z ~ZLULU ZQOm��o QZaoaQON D zU<0 -M U Q a U W 0 H a I w Z w_ D U J Q w N 0 0 v1ZLU Z U - Q W m o U LL �- V ON V co V)Z6S. 00 0 M z cn o r w N LLI 1� LU J ^ M O a N Z V) W 00 ui U m 0 N F- J U w Cl w 0 O D U U N 00 Z En Z 0 in W ae aauWuwlmpN Zq v - 1 a: -' I 0 O Q1 Z - a = = I U1 21 = O �R LL. w U 100103 C2.7 LAMP POST 1" ROUNDED CHAMFER. SLOPE TOP FROM CENTER TO EDGE. KEEP SPACE BETWEEN BOLT COVERS LEVELING NUTS WITH WASHERS..PROTECT NUTS AND THREADS DURING AND FOUNDATION TO A MINIMUM CAULK 6-#6 VERTICAL REINFORCING EQUALLY SPACED & #3 ROUND TIES @ 12" ON CENTER. 0 0 0 LAMP POST + 0 0 NOTE: Cl) U) Lu w U Cu O O C � O � � CL Q Q 0 U U LJL Lo Lo J C::1 O C1 Cu J Cn N C E O O Co CD ..O C� N Cu Cn -0 O Cu L CD C x N U cu E 0 a U Cu a) w m ''Z/^� Q 0 Q v J m C'7 3 rn z a, Ca CN J U- LL C O E zo CV O N Q Cu C3 CV 'D _ CU O U � � O Cn CU .CU 0 0 E w J cn O z CONTEXT landscape architecture 12 S. Main Street, Suite 100 Fortville, IN 46040 tel 317.485.6900 fax 317.485.6912 www.context-design.com SITE LIGHTING PLAN 0 10' 20' 40' N Scale I = 20'-0" Ld >::) O Ln u U j UJ 0U� Z w NLLJUu� F_ z�Zo�� w w��2�UUJ H < 0- O ZDC�WQ U U� H ,LO�=Z cC �2}00��� Q 2Ctf-N~Q� 0ZLLJLu Z ZQOC°�°�o QHIneOQDN Z O Q~ Z w 2 U dwwowcLuz Du_jQJCL twi)O V)Zw00ZU U F- 2 �uz< uu@ O w m o V 00 N Z o � Q 00 rN Z N , w CC J _ E m J M C7 w w U O w J I M CoLu 0 N Ln Q I 2: J Z m U Z w� a O o U U N Z 't attttttitstst'a�e NEATLY ALL AROUND TO FILL GAPS. CONCRETE POUR. GROUT COLOR SHALL MATCH POLE. FINISHED GRADE OR PAVEMENT O ANCHOR BOLTS FURNISHED BY POLE KKrb�As3'��t�tttttsatr`!'1\t1_ U LL MANUFACTURER. COORDINATE BOLT Lu u SPACING PER THE MANUFACTURERS 3" CLEAR WRITTEN INSTRUCTIONS. 611 FINISHED GRADE 1" PVC CONDUIT SUB GRADE 24" MIN RADIUS (TYP) 2" YELLOW, METAL BACKED 3/4"x10'-0" POLYETHELENE TAPE MARKED \ \ \ \ \.\ \ 8"CU-CLAD "ELECTRIC"\ GROUND ROD \.: r\ \ w 2'-10" a- REINFORCING STEEL Q REQUIRED, BUT NOT 00 w COMPLETELY SHOWN. 6- #6 ir VERTICAL REINFORCING EQUALLY SPACED & #3 'o ROUND TIES @ 12" ON 9 CENTER. 3" * INCREASE POLE BASE SCHEDULE 40 PVC CONDUIT EMBEDMENT DEPTH TO NEXT POLE (1" MINIMUM) BY V-0" IF ALLOWABLE SOIL BEARING CAPACITY IS LESS THAN 3000 PSF. ANCHOR BOLTS FURNISHED BY POLE MANUFACTURER. COORDINATE BOLT SPACING PER THE MANUFACTURERS WRITTEN INSTRUCTIONS. CONFIRM BOLT CIRCLE REINFORCING STEEL REQUIRED, DIAMETER WITH MANUFACTURER BUT NOT COMPLETELY SHOWN. 0 0 0 0 � 6-#6 VERTICAL REINFORCING EQUALLY SPACED & #3 ROUND TIES @ 12" ON CENTER. 0 0 0 LAMP POST + 0 0 NOTE: Cl) U) Lu w U Cu O O C � O � � CL Q Q 0 U U LJL Lo Lo J C::1 O C1 Cu J Cn N C E O O Co CD ..O C� N Cu Cn -0 O Cu L CD C x N U cu E 0 a U Cu a) w m ''Z/^� Q 0 Q v J m C'7 3 rn z a, Ca CN J U- LL C O E zo CV O N Q Cu C3 CV 'D _ CU O U � � O Cn CU .CU 0 0 E w J cn O z CONTEXT landscape architecture 12 S. Main Street, Suite 100 Fortville, IN 46040 tel 317.485.6900 fax 317.485.6912 www.context-design.com SITE LIGHTING PLAN 0 10' 20' 40' N Scale I = 20'-0" Ld >::) O Ln u U j UJ 0U� Z w NLLJUu� F_ z�Zo�� w w��2�UUJ H < 0- O ZDC�WQ U U� H ,LO�=Z cC �2}00��� Q 2Ctf-N~Q� 0ZLLJLu Z ZQOC°�°�o QHIneOQDN Z O Q~ Z w 2 U dwwowcLuz Du_jQJCL twi)O V)Zw00ZU U F- 2 �uz< uu@ O w m o V 00 N Z o � Q 00 rN Z N , w CC J _ E m J M C7 w w U O w J I M CoLu 0 N Ln Q I 2: J Z m U Z w� a O o U U N Z 't attttttitstst'a�e i O KKrb�As3'��t�tttttsatr`!'1\t1_ U LL 1� Lu u C3*0 kJ) Liq-5 \ X (6) Ile -g (3) Cra-x�— A + + + / EXISTING R.O.W. v: CP l � , 'J �I (1) Que-e (1) Ace -s R6 ' R5 (1)Que-b(12) Thu -x 1 r'�►`�,,,'�.5, (1) Lir-t ij) Vlb-d (1) Gle-t (1) Aire -x 30) Lch-x ' Rho -x )4), of --9 (1) Gle-t .awn (12) Ite-v (13) Ite-v — (1) Lir-t. \1� (2) GleNN -t (14) Ite-v - (1) Gle-t (1) Lir-t GENERAL LANDSCAPE & F PLANTING NOTES N u 1. Plant material to be installed and maintained by a qualified SW LU ui and experienced landscape installer. Q u o w U Q 2. All materials are subject to the approval of the Landscape Z o � w Architect and Owner at any time. Landscape Architect to w o ,,, _ inspect all plant locations and plant bed conditions prior to o Q ? L w _ installation. Stake all plant locations for review and approval N zQ U Q W U by the Landscape Architect before planting. On-site o w 0 O u Q adjustments may be required. Plants are to be freshly dug. LU _ o a: Q Transporting of plants shall be done in a manner as to not I.- Lu � w z u destroy the natural shape, compromise the health, or alter 0 _ a. m the characteristics of plant materials. Q O Q ae o eC D F4 Z 0 -J i.- Z 3. Rootballs shall meet or exceed size standards as set forth Z ? U in 'American Standards for Nursery Stock'. MAIN LEADERS a u w 0 1- 2 OF ALL TREES SHALL REMAIN INTACT. Remove from thev w Q w N 0 site any plant material that turns brown or defoliates within z w p O z U five (5) days after planting. Replace immediately with T 0 z Q � Ov approved, specified material. ' LU 4. Plant counts indicated on drawings are for Landscape ILII I m U U Architect's use only. Contractor shall make own plant W %D O ILL quantity takeoffs using drawings, specifications, and plant �- pp schedule requirements (i.e., spacing), unless otherwise Q N directed by Landscape Architect. Contractor to verify bed Z V 00 measurements and install appropriate quantities as governed . by plant spacing per schedule. Q O� o 5. All plant beds shall receive 3" minimum of genuineCq o Z M shredded hardwood bark mulch (unless otherwise noted). c Apply pre -emergent herbicide as directed by the 0�LLJ manufacturer prior to installing mulch. Seed all areas m W J disturbed by construction activities that are not otherwise w m M noted to receive pavement, planting bed, or other treatment.u L w J > M V) 6. The Contractor shall install and/or amend topsoil in all m o u LUJ proposed bed areas to meet ASTM D5268 standards. z w V) Q Y m Landscaper shall verify depth and quality of topsoil prior to w w w O plant installation. A minimum of 4" of topsoil is required for u00 sodded areas; 12" for plant beds. Topsoil sources shall p u N Z include the reuse of surface soil stockpiled on site, clean of roots, plants, sod, stones, clay lumps, and other extraneous or foreign materials larger than 1". Supplement with imported topsoil from off-site sources when quantities are insufficient. Do not obtain supplemental topsoil from agricultural land, bogs, or marshes. Inorganic amendments, organic amendments, and fertilizers shall be used to amend topsoil as needed for long-term plant health. 7. Verify all utility locations in the field prior to beginning work. Repair all damaged utilities to satisfaction of the Owner and Operating Authority at no additional cost. 8. Install all plant material in accordance with all local codes Z ` and ordinances. Coordinate with the Owner to obtain any 0 required permits necessary to complete work. All N workmanship and materials shall be guaranteed by the Contractor for a period of one (1) calendar year after Final Acceptance. 9. Maintain all plant material for a three (3) month period from date of Substantial Completion. Maintanenace shall include pruning, cultivating, watering, weeding, fertilizing, restoring plant saucers, spraying for disease and insects, and3�' replacing tree wrappings. Recommended long-term w; �- maintenance procedures shall be provided to the Owner Igot Cn ^Ra before expiration of this period. z " ' ,ty 0 ca BUFFER REQUIREMENTS LL yF,,r l�tIE634lif Al4l1lt. i U Westfield: -- - 202 Lf. Street Frontage (40' buffer yard setback) Shade Tree 1/30 Lf. - (7) Required (7) Provided J Carmel: W ' 237 Lf. Buffer (IS' wide buffer yard) Shade Tree: 5/ 100 U. - (12) Required w/ - (12) Provided Y� (includes 2 existing) a Ornamental Tree: 5/100 U. - (12) Required U N (12) Provided a . Shrubs: 27/100 U. - (64) Required W Z (55) Provided o 3 Existing Evergreens Z a *(may substitute I evergreen tree/3 shrubs O (y g ) W W Z V a CONTEXT Ln u. _ landscape architecture N p O 12 S. Main Street, Suite 100 Fortville, IN 46040 tel 317,485.6900 fax 317.485.6912 >= www.context-destgn.com IW I J LU LANDSCAPE � o II � «ttJ �p LANDSCAPE Q ILA a PLAN I 1:o -U 100103 NOTE: 0 10' 20' 40' N Refer to Sheet C6.1 for plant schedule and planting details. Scale I" = 20'-0" C4.0 V, 622 STORM INLET TO COLLECT OFF-SITE EXISTING STORM SEWER TO Rr iiiI-AIN AND BE TEMPORARILY CONNEC 11=i -i I,-, THE DETENTION SYSTEM UNI h 1 HE: EXISTING MATTHEW 25 CENTEt-< IS DEMOLISHED AND STORM SEVVtt-�S ARE REROUTED TO STIR. 501 ANDA), LOT 18 VILLAGE OF MOUNT CARMEL FIRST SECTION PLAT BOOK 2 AND PAGE 86 STORMWATER QUALITY TREATMENT WILL BE PROVIDED BY A SINGLE AQUA -SWIRL AS -5 HYDRAULIC SEPARATOR TREATMENT UNIT. STORM SEWERS ARE DESIGNED TO COLLECT AND CONVEY ANY RUNOFF THAT EXCEEDS THE WATER QUALITY FLOW TO BE TREATED BY THE BMP'S. THESE SEWERS ARE DESIGNED TO ACCEPT THE 10 -YEAR PEAK FLOW RATE FROM THE CONTRIBUTING WATERSHED. AS NEGOTIATED WITH THE CARMEL ENGINEERING DEPARTMENT, A SINGLE BMP WILL BE UTILIZED CONSISTING OF A HYDRODYNAMIC SEPARATOR. THE UNIT HAS BEEN SIZED TO TREAT THE WATER QUALITY FLOW FROM THE PROJECT, AS WELL AS THE EXISTING GYMNASIUM BUILDING AND PARKING AREAS TO THE WEST AND SOUTH OF THE GYM. THE FOLLOWING DATA IS USED TO CALCULATE THE POST -DEVELOPED DISCHARGE RATES FROM THE PROJECT SITE: • SITE AREA: 4.46 ACRES, 2.71 ACRES IMPERVIOUS (CN=98), 1.75 ACRES LAWN (CN=80) • WEIGHTED CN VALUE FOR SITE: 91 • TC=5.0 MINUTES ON-SITE OUTLET RELEASE RATES OFF-SITE Pre -Developed Post -Developed 10 -year 8.90 DRAINAGE 2.3 Ac± 100 -year 16.70 14.81 WQ Flow RESIDENTIAL AREA 4.38-CfS STORM STRUCTURE No. C.O.o SEWER CLEANOUT O SOLID CASTING M ADD CONCRETE COLLAR ::) E IN ASPHALT AREAS ® CATCH BASIN INLET LOT 17 ADD CONCRETE COLLAR IN ASPHALT AREAS ® BEEHIVE/ YARD INLET ON-SITE DRAINAGE CURB INLET Ii FROM GYM C) BUILDING ROOF AND ROUTED THRU j� PARKING LOT O - CN STORMWATER QUALITY TREATMENT WILL BE PROVIDED BY A SINGLE AQUA -SWIRL AS -5 HYDRAULIC SEPARATOR TREATMENT UNIT. STORM SEWERS ARE DESIGNED TO COLLECT AND CONVEY ANY RUNOFF THAT EXCEEDS THE WATER QUALITY FLOW TO BE TREATED BY THE BMP'S. THESE SEWERS ARE DESIGNED TO ACCEPT THE 10 -YEAR PEAK FLOW RATE FROM THE CONTRIBUTING WATERSHED. AS NEGOTIATED WITH THE CARMEL ENGINEERING DEPARTMENT, A SINGLE BMP WILL BE UTILIZED CONSISTING OF A HYDRODYNAMIC SEPARATOR. THE UNIT HAS BEEN SIZED TO TREAT THE WATER QUALITY FLOW FROM THE PROJECT, AS WELL AS THE EXISTING GYMNASIUM BUILDING AND PARKING AREAS TO THE WEST AND SOUTH OF THE GYM. THE FOLLOWING DATA IS USED TO CALCULATE THE POST -DEVELOPED DISCHARGE RATES FROM THE PROJECT SITE: • SITE AREA: 4.46 ACRES, 2.71 ACRES IMPERVIOUS (CN=98), 1.75 ACRES LAWN (CN=80) • WEIGHTED CN VALUE FOR SITE: 91 • TC=5.0 MINUTES ON-SITE OUTLET RELEASE RATES Condition Pre -Developed Post -Developed 10 -year 8.90 7.17 * 100 -year 16.70 14.81 WQ Flow ----- 4.38-CfS * NEGOTIATED DISCHARGE RATES WITH CARMEL ENGINEERING SINCE SITE IS PRESENTLY DEVELOPED AND CURRENTLY SERVED BY A DRY DETENTION BASIN. STORM SEWER NOTES 1. ALL STORM SEWER CONSTRUCTION SHALL CONFORM TO THE CURRENT STANDARDS AND GENERAL SPECIFICATIONS OF THE AGENCY OR AGENCIES HAVING JURISDICTION OF THE STORM SEWER SYSTEM AND CONSTRUCTION AREA 2. ALL STRUCTURES SHALL HAVE CASTINGS, JOINTS, LIFT RINGS, STEPS AND PIPE CONNECTIONS WELL GROUTED, TROWELED SMOOTH AND BRUSH FINISHED. 3. ALL STRUCTURES (IE: MANHOLES, INLETS) SHALL HAVE POURED FLOW LINES AND BENCH WALLS. THE FLOW LINES AND BENCHWALLS SHALL BE TROWELED SMOOTH AND BRUSH FINISHED. 4. FIELD ADJUSTMENTS OF RIM ELEVATIONS OF STRUCTURES MAY BE REQUIRED TO MEET FIELD CONDITIONS. MAXIMUM HEIGHT OF ADJUSTING RINGS SHALL NOT EXCEED 12 INCHES. 5. STORM STRUCTURES WITH INLET CASTINGS SHALL BE SET TO MAINTAIN A POSITIVE DRAINAGE FLOW INTO THE STRUCTURE. 6. STORM PIPE INVERTS AT OUTLET STRUCTURES (IE: END SECTIONS), AND PIPE LENGTHS MAY REQUIRE FIELD ADJUSTMENTS TO MEET ACTUAL FIELD CONDITIONS. 7. FULL DEPTH GRANULAR BACKFILL SHALL BE REQUIRED UNDER AND WITHIN (5) FEET OF ALL PAVED AREAS, INCLUDING CURBS, EDGE OF PAVEMENT, AND SIDEWALKS. 8. PIPES LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND INCLUDE END SECTIONS. 9. CASTINGS LOCATED WITHIN ASPHALT PAVEMENT AREAS SHALL INCLUDE A CONCRETE PAVED COLLAR EXTENDING A MINIMUM OF 12 INCHES IN ALL DIRECTIONS FROM THE EDGE OF THE CASTING PER THE DETAILS. 10. SUBSURFACE DRAINS FOR ALL DRAINAGE INLET STRUCTURES LOCATED WITHIN PAVEMENT AREAS IS DESIRED. UNDERGROUND DRAINAGE INTO CATCH BASIN STRUCTURES IS TO BE PROVIDED BY INSTALLING 20' LENGTHS OF 4" DIAMETER PERFORATED PIPE TAPPED INTO THE INLET STRUCTURE. FOUR (4) SUCH LENGTHS ARE TO BE PROVIDED, ONE IN EACH QUADRANT AROUND THE INLET.AT CURB INLETS, ONE EACH IN 2 QUADRANTS AROUND THE INLET. ' STORM SEWER LEGEND ' PROPOSED IMPROVEMENTS LINE TYPE / SYMBOL DESCRIPTION F- STORM SEWER wiz sr� SIZE AS SHOWN —6"SSD-6"SSD SUB -SURFACE DRAIN (SSD) � SIZE AS SHOWN 100 STORM STRUCTURE No. C.O.o SEWER CLEANOUT O SOLID CASTING M ADD CONCRETE COLLAR ::) E IN ASPHALT AREAS ® CATCH BASIN INLET 0y� ADD CONCRETE COLLAR IN ASPHALT AREAS ® BEEHIVE/ YARD INLET CURB INLET Ii END SECTION CATCH BASIN INLET ADD 4 x 20'4" PERF. SSD Q CURB INLET ADD 2 x 20'4" PERF. SSD i Evans, Mechwart, Hambleton & Tilton, Inc. Engineers • Surveyors • Planners • Scientists 7400 North Shadeland Avenue, Suite 150 INDIANAPOLIS, INDIANA 46250 TELEPHONE (317) 913-6930 FACSIMILE (317) 913-6928 WWW.EMHT.COM OVERALL STORMWATER MANAGEMENT PLAN 0 15 30 60 I Scale 1 " = 30' w 3 w z U _ Z w <66w° - D iA LU 12e U ul-zn LU w��DE Z ~ w Q O LU O O Q 20=oUC LU iwnF-< ~ LLJ Z w w z U QFF---COQ:o Z IL d N 00_j Z�~ 3Niz r�z�ooz° F— U < U 0 5-7 N C N L a� O il. r m g w Z Y EA � 0 Q w w w d M J in U U i" V) Z O LU d z O a U w U U 0 U Ld U LU 77 U Q 4Z OG U —Q m o W U LL F- V Z(D 0 N 0,%Q i � M Z M LU J> w W J M I*-- M ::) E V) LU J 0y� m 0 00 Z 100103 C5.0 / O1 i 100103 C5.0 PLAN VIEW 502-513 STORM SEWER NOTES 1. ALL STORM SEWER CONSTRUCTION SHALL CONFORM TO THE CURRENT STANDARDS AND GENERAL SPECIFICATIONS OF THE AGENCY OR AGENCIES HAVING JURISDICTION OF THE STORM SEWER SYSTEM AND CONSTRUCTION AREA. 2. ALL STRUCTURES SHALL HAVE CASTINGS, JOINTS, LIFT RINGS, STEPS AND PIPE CONNECTIONS WELL GROUTED, TROWELED SMOOTH AND BRUSH FINISHED. 3. ALL STRUCTURES (IE: MANHOLES, INLETS) SHALL HAVE POURED FLOW LINES AND BENCH WALLS. THE FLOW LINES AND BENCHWALLS SHALL BE TROWELED SMOOTH AND BRUSH FINISHED. 4. FIELD ADJUSTMENTS OF RIM ELEVATIONS OF STRUCTURES MAY BE REQUIRED TO MEET FIELD CONDITIONS. MAXIMUM HEIGHT OF ADJUSTING RINGS SHALL NOT EXCEED 12 INCHES. 5. STORM STRUCTURES WITH INLET CASTINGS SHALL BE SET TO MAINTAIN A POSITIVE DRAINAGE FLOW INTO THE STRUCTURE. 6. STORM PIPE INVERTS AT OUTLET STRUCTURES (IE: END SECTIONS), AND PIPE LENGTHS MAY REQUIRE FIELD ADJUSTMENTS TO MEET ACTUAL FIELD CONDITIONS. 7. FULL DEPTH GRANULAR BACKFILL SHALL BE REQUIRED UNDER AND WITHIN (5) FEET OF ALL PAVED AREAS, INCLUDING CURBS, EDGE OF PAVEMENT, AND SIDEWALKS. 8. PIPES LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND INCLUDE END SECTIONS. 9. CASTINGS LOCATED WITHIN ASPHALT PAVEMENT AREAS SHALL INCLUDE A CONCRETE PAVED COLLAR EXTENDING A MINIMUM OF 12 INCHES IN ALL DIRECTIONS FROM THE EDGE OF THE CASTING PER THE DETAILS, 10. SUB -SURFACE DRAINS FOR ALL DRAINAGE INLET STRUCTURES LOCATED WITHIN PAVEMENT AREAS IS DESIRED. UNDERGROUND DRAINAGE INTO CATCH BASIN STRUCTURES IS TO BE PROVIDED BY INSTALLING 20' LENGTHS OF 4" DIAMETER PERFORATED PIPE TAPPED INTO THE INLET STRUCTURE. FOUR (4) SUCH LENGTHS ARE TO BE PROVIDED, ONE IN EACH QUADRANT AROUND THE INLET.AT CURB INLETS, ONE EACH IN 2 QUADRANTS AROUND THE INLET. STORM SEWER LEGEND PROPOSED IMPROVEMENTS LINE TYPE / SYMBOL DESCRIPTION 12^STS STORM SEWER SIZE AS SHOWN 6"SSD-6"SSD SUB -SURFACE DRAIN (SSD) SIZE AS SHOWN 100 STORM STRUCTURE No. C.O.O SEWER CLEANOUT O SOLID CASTING ADD CONCRETE COLLAR IN ASPHALT AREAS ® CATCH BASIN INLET ADD CONCRETE COLLAR IN ASPHALT AREAS ® BEEHIVE /YARD INLET CURB INLET Cl• END SECTION CATCH BASIN INLET ADD 4 x 20'4" PERF. SSD CURB INLET ADD 2 x 20'4" PERF. SSD PROFILE LEGEND 805 EXISTING Q GROUND 800 GRADE 805 800 DATUM ° 0 2+00 4 STATIONING 000 GRANULAR BACKFILL °0° SEE NOTE 5 0 10 20 0 1 2 3 4 5 IORIZ. SCALE: 1"=20' VERT. SCALE: V=5' Str: 1 - _ Str: 502 Str: 504 Str: 503 Strs 3 Connect Rim: 883.35 ft ft Rim: .40 ft 883 Rim: 4 ft Rim:8 1. 883 6 8 35 Sta. 2+08 Rim: 882.24 ft Rim; $82.50 ft._ Exist. 15" RCP .Sta: 1+21 + + � Sta. 0 00 t 1 Sta. 3+97 Exist. 15 IE. 880.61 a $2 e _ _ 42 . ®. IE = 880.61 ' r It_rl't_ Fyo01 tji,z, r _. O O O-nr' _ a u� O O O 0 O O O O 0 0 _ . _ O O O O O O O O s -,-v- __ 1-� r O ,� (� O O O O O _O -- M. O O O O Q C_; \_> O O O O O O O ,- C) . 4 0 O O O O O O O O O 0 0 o O o O o O o 0 o O o o O, o �; 0 0 0 O v o 0 0 0 0� ::moi 0 0 o 0 0 0 o O - - _ __ _ o 0 0 o 0 0 0 O o o O O o O (_r o O o O O o o c1 . O 0 0 0 R` 0 0 0 0 0 0 O o O o 0 0 0 0. o o� O o 0 0 0 0 �� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 �0_ o � O 43 o O 0 0 0_ o O O 0 O O O O O o O O O 0 O 0 O: o 0 0 O_ 0. O. �. S� U O O O O I _ in - O O O O O 18 IN: - Up Invert: 880.16 ft 2± Str. 500 to Replace -01 . . . . P Concrete Dn Invert. 879.50ft Exist. Structure L rnaer�. �' o Slope: 0.35 /o Dn Invert. 878.59 t o '7 _ ... .. _ _ Encasenlel ll S.Iop.e. 0.90% 4.3_ _ ... _ _ _ _ _ . Slo e: 0.3? /� Length: 189-1ft Slope: 1.05% �io-E: 0.34 �o - Required Size 18 inch ►' p Size: 12 inch . Proposed Water Main Length: 37 -!ft _ q Length: 121 Ift _ ___ Up Invert: 877.78 ft Up Inv 00 ft �' & FD Connection Size: 15 Inch Dn Invert: 877.78 ft U Invert: 87f3.59 tt Dn Invert: 877.50 ft " ® Ex. $ Sana Sewer IE: 876.79 En b.. �„ Fie 6 Water Main 7 �»wrt IF s� ' 32 Gn Invert: 8r7:50 r't Length: 82-Ift -Field Verify Depth Lenytil: 60=lir � Sanitary T.O.P. = 877.56 Sanity,; , T ().P 8/8.10 Station it Size: 21 inch Provide Concrete Encasement Station ft Size: 18 inch 4+00 3+50 3+00 Storm B.O.P. = 879.61 2+50 2+00 1 i -,u Starr,; t3 O P= 8/8.55 1+00 0+50 0+00 0+50 or Lower Water Main If In 1+00 1+50 Conflict with Storm Sewer 'RC)►FILE 502-513 PROFILE 502-503 HORIZON I -AL SCALE: 1" = 20' HORIZONTAL SCALE: 1" = 20' VER -1 ICAL SCALE: 1" = 5' VERTICAL SCALE: 1" = 5' Rim: 883.40 tt Str: 5U5 Sta: 1 +00 1 m: 883.18 ft Sta: 1+13 ® 0 ® Concrete Encasement ® Required ® Slooe:3.85% ®' Size: 12 inch ® Length:l3-;ft ® Up In 879.50 ft Dn Invert: 879.00 ft Exist. 8" San. IE: 877.40 Station ft Sanitary T.O.P. = 878.17 1+00 1+50 Storm B.O.P. = 879.05 PROFILE 501-505 HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' STRu(,'L(. Str. No. Type 500 48" Manr ui Flat To J 501 60" Man( i, 502 60 Manr 503 24"x24'r:. t 504 48" Maru t. , - I 505 24"x24 c 506 End Secu 48" 507 48" Mani „ i 508 60" Mant ,. 509 End Se,.u.. 510 24'x24" !r,i,. 511 24"x24" ,; < 512 End Sullu, 513 24" Nylou ., . 622 Existing STORMSEWER DATA TABLE URE DATA PIPE DATA Connect fisting RIM depth U/S IE_ Length Size in Slope % Type D/S IE to Str. Comment ri1-A 883.35 3.85 879 50 87 15 1.05% HDPE 878.59 501 Replace Existing Structure. 286-8V 883.40 4.81 878.59 121 18 0.90% HDPE 877.50 502 112-N 883.38 5.94 877 50 8 21 1.17% HDPE 877.41 AS5 ,405 881.35 3.35 87800 60 18 0.37% HDPE 877.78 504 s405 882.24 4.46 877_78 82 21 0.34% HDPE 877.50 502 s286 -8V 883.18 3.68 879.50 13 12 3.85% HDPE 879.00 501 880.45 145 15 1.55% RCP 878.20 507 T 12-N 883.50 6.28 877.22 47 24 0.51% RCP 876.98 508 712-N 883.00 6.02 876.98 46 24 0.50% RCP 876.75 509 24 RCP 876.75 J4 05 882.10 3.08 879.02 45 12 0.57% HDPE 878.97 511 5405 882.30 3.53 878.7 80 12 0.57% RCP 878.31 512 12 RCP 878.31 MI -D 882.50 2.34 88016 189 12 0.35% HDPE 879.50 500 "ting Existing Ex. 879.90 153 12 0.57% HDPE 879.02 510 Evans, Mechwart, Hambleton & Tilton, Inc. Engineers " Surveyors • Planners " Scientists 7400 North Shadeland Avenue, Suite 150 INDIANAPOLIS, INDIANA 46250 TELEPHONE (31 7) 913-6930 FACSIMILE (317) 913-6928 WWW.EMHT.COM STORM SEWER PLAN AND PROFILES 0 I Scale: AS NOTED E: Se LLf >? O U JM W H Qili UOw D N wZ 0 Lull Lu d U LE w 2 H �ZjW LU< = C1wW LL 0LU OOUZLU Q 2 0 HLL, j3r ~ QD Z ~LL,ZUC, Z CLLLJ Lu QQ Z:;z0 , �Z d Q Z a I a N �o�Z�OU U cCaUw0~� • D LZL Uw Q w N a NZLU ZU U • �_ �U < U0 - p L.0 m o`O U LLI %0L.L >O N Z o � . rn �M N LU LU J r'.. M 0 a J > IM �- Z `� D w m z m 0 N Q 2:Z m Q w w Q3 O O U U '�' Z Z O U) Lu \`\O\Nap111I III \\ �W 0O �; I� Q QI Z ?� J H LU U 100103 C5. I 805 EXISTING Q GROUND 800 GRADE 805 800 DATUM ° 0 2+00 4 STATIONING 000 GRANULAR BACKFILL °0° SEE NOTE 5 0 10 20 0 1 2 3 4 5 IORIZ. SCALE: 1"=20' VERT. SCALE: V=5' Str: 1 - _ Str: 502 Str: 504 Str: 503 Strs 3 Connect Rim: 883.35 ft ft Rim: .40 ft 883 Rim: 4 ft Rim:8 1. 883 6 8 35 Sta. 2+08 Rim: 882.24 ft Rim; $82.50 ft._ Exist. 15" RCP .Sta: 1+21 + + � Sta. 0 00 t 1 Sta. 3+97 Exist. 15 IE. 880.61 a $2 e _ _ 42 . ®. IE = 880.61 ' r It_rl't_ Fyo01 tji,z, r _. O O O-nr' _ a u� O O O 0 O O O O 0 0 _ . _ O O O O O O O O s -,-v- __ 1-� r O ,� (� O O O O O _O -- M. O O O O Q C_; \_> O O O O O O O ,- C) . 4 0 O O O O O O O O O 0 0 o O o O o O o 0 o O o o O, o �; 0 0 0 O v o 0 0 0 0� ::moi 0 0 o 0 0 0 o O - - _ __ _ o 0 0 o 0 0 0 O o o O O o O (_r o O o O O o o c1 . O 0 0 0 R` 0 0 0 0 0 0 O o O o 0 0 0 0. o o� O o 0 0 0 0 �� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 �0_ o � O 43 o O 0 0 0_ o O O 0 O O O O O o O O O 0 O 0 O: o 0 0 O_ 0. O. �. S� U O O O O I _ in - O O O O O 18 IN: - Up Invert: 880.16 ft 2± Str. 500 to Replace -01 . . . . P Concrete Dn Invert. 879.50ft Exist. Structure L rnaer�. �' o Slope: 0.35 /o Dn Invert. 878.59 t o '7 _ ... .. _ _ Encasenlel ll S.Iop.e. 0.90% 4.3_ _ ... _ _ _ _ _ . Slo e: 0.3? /� Length: 189-1ft Slope: 1.05% �io-E: 0.34 �o - Required Size 18 inch ►' p Size: 12 inch . Proposed Water Main Length: 37 -!ft _ q Length: 121 Ift _ ___ Up Invert: 877.78 ft Up Inv 00 ft �' & FD Connection Size: 15 Inch Dn Invert: 877.78 ft U Invert: 87f3.59 tt Dn Invert: 877.50 ft " ® Ex. $ Sana Sewer IE: 876.79 En b.. �„ Fie 6 Water Main 7 �»wrt IF s� ' 32 Gn Invert: 8r7:50 r't Length: 82-Ift -Field Verify Depth Lenytil: 60=lir � Sanitary T.O.P. = 877.56 Sanity,; , T ().P 8/8.10 Station it Size: 21 inch Provide Concrete Encasement Station ft Size: 18 inch 4+00 3+50 3+00 Storm B.O.P. = 879.61 2+50 2+00 1 i -,u Starr,; t3 O P= 8/8.55 1+00 0+50 0+00 0+50 or Lower Water Main If In 1+00 1+50 Conflict with Storm Sewer 'RC)►FILE 502-513 PROFILE 502-503 HORIZON I -AL SCALE: 1" = 20' HORIZONTAL SCALE: 1" = 20' VER -1 ICAL SCALE: 1" = 5' VERTICAL SCALE: 1" = 5' Rim: 883.40 tt Str: 5U5 Sta: 1 +00 1 m: 883.18 ft Sta: 1+13 ® 0 ® Concrete Encasement ® Required ® Slooe:3.85% ®' Size: 12 inch ® Length:l3-;ft ® Up In 879.50 ft Dn Invert: 879.00 ft Exist. 8" San. IE: 877.40 Station ft Sanitary T.O.P. = 878.17 1+00 1+50 Storm B.O.P. = 879.05 PROFILE 501-505 HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' STRu(,'L(. Str. No. Type 500 48" Manr ui Flat To J 501 60" Man( i, 502 60 Manr 503 24"x24'r:. t 504 48" Maru t. , - I 505 24"x24 c 506 End Secu 48" 507 48" Mani „ i 508 60" Mant ,. 509 End Se,.u.. 510 24'x24" !r,i,. 511 24"x24" ,; < 512 End Sullu, 513 24" Nylou ., . 622 Existing STORMSEWER DATA TABLE URE DATA PIPE DATA Connect fisting RIM depth U/S IE_ Length Size in Slope % Type D/S IE to Str. Comment ri1-A 883.35 3.85 879 50 87 15 1.05% HDPE 878.59 501 Replace Existing Structure. 286-8V 883.40 4.81 878.59 121 18 0.90% HDPE 877.50 502 112-N 883.38 5.94 877 50 8 21 1.17% HDPE 877.41 AS5 ,405 881.35 3.35 87800 60 18 0.37% HDPE 877.78 504 s405 882.24 4.46 877_78 82 21 0.34% HDPE 877.50 502 s286 -8V 883.18 3.68 879.50 13 12 3.85% HDPE 879.00 501 880.45 145 15 1.55% RCP 878.20 507 T 12-N 883.50 6.28 877.22 47 24 0.51% RCP 876.98 508 712-N 883.00 6.02 876.98 46 24 0.50% RCP 876.75 509 24 RCP 876.75 J4 05 882.10 3.08 879.02 45 12 0.57% HDPE 878.97 511 5405 882.30 3.53 878.7 80 12 0.57% RCP 878.31 512 12 RCP 878.31 MI -D 882.50 2.34 88016 189 12 0.35% HDPE 879.50 500 "ting Existing Ex. 879.90 153 12 0.57% HDPE 879.02 510 Evans, Mechwart, Hambleton & Tilton, Inc. Engineers " Surveyors • Planners " Scientists 7400 North Shadeland Avenue, Suite 150 INDIANAPOLIS, INDIANA 46250 TELEPHONE (31 7) 913-6930 FACSIMILE (317) 913-6928 WWW.EMHT.COM STORM SEWER PLAN AND PROFILES 0 I Scale: AS NOTED E: Se LLf >? O U JM W H Qili UOw D N wZ 0 Lull Lu d U LE w 2 H �ZjW LU< = C1wW LL 0LU OOUZLU Q 2 0 HLL, j3r ~ QD Z ~LL,ZUC, Z CLLLJ Lu QQ Z:;z0 , �Z d Q Z a I a N �o�Z�OU U cCaUw0~� • D LZL Uw Q w N a NZLU ZU U • �_ �U < U0 - p L.0 m o`O U LLI %0L.L >O N Z o � . rn �M N LU LU J r'.. M 0 a J > IM �- Z `� D w m z m 0 N Q 2:Z m Q w w Q3 O O U U '�' Z Z O U) Lu \`\O\Nap111I III \\ �W 0O �; I� Q QI Z ?� J H LU U 100103 C5. I HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 5' STRu(,'L(. Str. No. Type 500 48" Manr ui Flat To J 501 60" Man( i, 502 60 Manr 503 24"x24'r:. t 504 48" Maru t. , - I 505 24"x24 c 506 End Secu 48" 507 48" Mani „ i 508 60" Mant ,. 509 End Se,.u.. 510 24'x24" !r,i,. 511 24"x24" ,; < 512 End Sullu, 513 24" Nylou ., . 622 Existing STORMSEWER DATA TABLE URE DATA PIPE DATA Connect fisting RIM depth U/S IE_ Length Size in Slope % Type D/S IE to Str. Comment ri1-A 883.35 3.85 879 50 87 15 1.05% HDPE 878.59 501 Replace Existing Structure. 286-8V 883.40 4.81 878.59 121 18 0.90% HDPE 877.50 502 112-N 883.38 5.94 877 50 8 21 1.17% HDPE 877.41 AS5 ,405 881.35 3.35 87800 60 18 0.37% HDPE 877.78 504 s405 882.24 4.46 877_78 82 21 0.34% HDPE 877.50 502 s286 -8V 883.18 3.68 879.50 13 12 3.85% HDPE 879.00 501 880.45 145 15 1.55% RCP 878.20 507 T 12-N 883.50 6.28 877.22 47 24 0.51% RCP 876.98 508 712-N 883.00 6.02 876.98 46 24 0.50% RCP 876.75 509 24 RCP 876.75 J4 05 882.10 3.08 879.02 45 12 0.57% HDPE 878.97 511 5405 882.30 3.53 878.7 80 12 0.57% RCP 878.31 512 12 RCP 878.31 MI -D 882.50 2.34 88016 189 12 0.35% HDPE 879.50 500 "ting Existing Ex. 879.90 153 12 0.57% HDPE 879.02 510 Evans, Mechwart, Hambleton & Tilton, Inc. Engineers " Surveyors • Planners " Scientists 7400 North Shadeland Avenue, Suite 150 INDIANAPOLIS, INDIANA 46250 TELEPHONE (31 7) 913-6930 FACSIMILE (317) 913-6928 WWW.EMHT.COM STORM SEWER PLAN AND PROFILES 0 I Scale: AS NOTED E: Se LLf >? O U JM W H Qili UOw D N wZ 0 Lull Lu d U LE w 2 H �ZjW LU< = C1wW LL 0LU OOUZLU Q 2 0 HLL, j3r ~ QD Z ~LL,ZUC, Z CLLLJ Lu QQ Z:;z0 , �Z d Q Z a I a N �o�Z�OU U cCaUw0~� • D LZL Uw Q w N a NZLU ZU U • �_ �U < U0 - p L.0 m o`O U LLI %0L.L >O N Z o � . rn �M N LU LU J r'.. M 0 a J > IM �- Z `� D w m z m 0 N Q 2:Z m Q w w Q3 O O U U '�' Z Z O U) Lu \`\O\Nap111I III \\ �W 0O �; I� Q QI Z ?� J H LU U 100103 C5. I STORMSEWER DATA TABLE URE DATA PIPE DATA Connect fisting RIM depth U/S IE_ Length Size in Slope % Type D/S IE to Str. Comment ri1-A 883.35 3.85 879 50 87 15 1.05% HDPE 878.59 501 Replace Existing Structure. 286-8V 883.40 4.81 878.59 121 18 0.90% HDPE 877.50 502 112-N 883.38 5.94 877 50 8 21 1.17% HDPE 877.41 AS5 ,405 881.35 3.35 87800 60 18 0.37% HDPE 877.78 504 s405 882.24 4.46 877_78 82 21 0.34% HDPE 877.50 502 s286 -8V 883.18 3.68 879.50 13 12 3.85% HDPE 879.00 501 880.45 145 15 1.55% RCP 878.20 507 T 12-N 883.50 6.28 877.22 47 24 0.51% RCP 876.98 508 712-N 883.00 6.02 876.98 46 24 0.50% RCP 876.75 509 24 RCP 876.75 J4 05 882.10 3.08 879.02 45 12 0.57% HDPE 878.97 511 5405 882.30 3.53 878.7 80 12 0.57% RCP 878.31 512 12 RCP 878.31 MI -D 882.50 2.34 88016 189 12 0.35% HDPE 879.50 500 "ting Existing Ex. 879.90 153 12 0.57% HDPE 879.02 510 Evans, Mechwart, Hambleton & Tilton, Inc. Engineers " Surveyors • Planners " Scientists 7400 North Shadeland Avenue, Suite 150 INDIANAPOLIS, INDIANA 46250 TELEPHONE (31 7) 913-6930 FACSIMILE (317) 913-6928 WWW.EMHT.COM STORM SEWER PLAN AND PROFILES 0 I Scale: AS NOTED E: Se LLf >? O U JM W H Qili UOw D N wZ 0 Lull Lu d U LE w 2 H �ZjW LU< = C1wW LL 0LU OOUZLU Q 2 0 HLL, j3r ~ QD Z ~LL,ZUC, Z CLLLJ Lu QQ Z:;z0 , �Z d Q Z a I a N �o�Z�OU U cCaUw0~� • D LZL Uw Q w N a NZLU ZU U • �_ �U < U0 - p L.0 m o`O U LLI %0L.L >O N Z o � . rn �M N LU LU J r'.. M 0 a J > IM �- Z `� D w m z m 0 N Q 2:Z m Q w w Q3 O O U U '�' Z Z O U) Lu \`\O\Nap111I III \\ �W 0O �; I� Q QI Z ?� J H LU U 100103 C5. I Evans, Mechwart, Hambleton & Tilton, Inc. Engineers " Surveyors • Planners " Scientists 7400 North Shadeland Avenue, Suite 150 INDIANAPOLIS, INDIANA 46250 TELEPHONE (31 7) 913-6930 FACSIMILE (317) 913-6928 WWW.EMHT.COM STORM SEWER PLAN AND PROFILES 0 I Scale: AS NOTED E: Se LLf >? O U JM W H Qili UOw D N wZ 0 Lull Lu d U LE w 2 H �ZjW LU< = C1wW LL 0LU OOUZLU Q 2 0 HLL, j3r ~ QD Z ~LL,ZUC, Z CLLLJ Lu QQ Z:;z0 , �Z d Q Z a I a N �o�Z�OU U cCaUw0~� • D LZL Uw Q w N a NZLU ZU U • �_ �U < U0 - p L.0 m o`O U LLI %0L.L >O N Z o � . rn �M N LU LU J r'.. M 0 a J > IM �- Z `� D w m z m 0 N Q 2:Z m Q w w Q3 O O U U '�' Z Z O U) Lu \`\O\Nap111I III \\ �W 0O �; I� Q QI Z ?� J H LU U 100103 C5. I Z O U) Lu \`\O\Nap111I III \\ �W 0O �; I� Q QI Z ?� J H LU U 100103 C5. I 1 62a PLAN VIEW 509-506 Station; it PROFILE 512-622 HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" ti' 0- 10 20 H Z. SCALE: 1"--20' CONCRETE PAVED COLLAR EXTENDING A MINIMUM OF 12 INCHES IN ALL DIRECTIONS FROM THE EDGE OF THE CASTING PER THE DETAILS. 10. SUBSURFACE DRAINS FOR ALL DRAINAGE INLET STRUCTURES LOCATED WITHIN PAVEMENT AREAS IS DESIRED. UNDERGROUND DRAINAGE INTO CATCH BASIN STRUCTURES IS TO BE PROVIDED BY INSTALLING 20' LENGTHS OF 4" DIAMETER PERFORATED PIPE TAPPED INTO THE INLET STRUCTURE. FOUR (4) SUCH LENGTHS ARE TO BE PROVIDED, ONE IN EACH QUADRANT AROUND THE INLET.AT CURB INLETS, ONE EACH IN 2 QUADRANTS AROUND THE INLET, STORMSEWER DATA TABLE z PIPE DATA Connect to Stir. Comment depth U/S IE Length Size in Slope % Type D/S IE 3.85 End Section 87 15 . Rir11 88 3 '10 ft �_.�.,c r: bO9- 501 Replace Existing Structure. 4.81 878.59 121 Sta: 2+38 0.90% HDPE Sia J 19:3 502 Rim: 88 ;; End Section 8 21 1.17% 1 877.41 AS5 �,�// 3.35 878.00 60 Sta: u t -tr 0.37% Sta: 0+00 ® . 504 ® 877.78 2s' 21 0.34% HDPE s 502 3.68 879.50 13 12 3.85% HDPE 879.00 501 � Luw01-0'C dwLLI-j 880.45 145 15 1.55% RCP 878.20 507 6.28 877.22 47 24 0.51% RCP ® 508 6.02 876.98 46 24 0.50% RCP 876.75 509 '0 L.L 24 V- RCP 876.75 3.08 879.02 45 12 0.57% HDPE 878.97 511 3.53 878.77 80 12 0.57% RCP 878.31 512 12 M ® Proposed Water 2.34 880.16 189 12 0.35% HDPE 879.50 500 LU Ex. ® 18" Min. Separation -1.46% 12 - 11i 879.02 510-) J ' M m Z w ® Slope ..Size: m o N r _ ._ � _ _.._I_..I- I ® 0 15 inch DO Z ;: . ® Len.the 154-1ft i1 Itt I .. 0.500/o Up invert: 880.45ft Din invert: 870'.20ft }enyti 46-Ift ;,lgth`. ,e. ?a inch JP I n,� rt $7; I �'" Ip Invert: 876.98ft ®; 2+50 2+00 1+50 1+y0 i�rl Invert $76.98 ft 0±50 :)n Invert: 876.75 ft 0+00 Station *; t ;t. Water Main 1 iuid verify depth. PROFILE 509-506 Electric Line HORIZONTAL SCALE: 1" = 20' i- r,,j verify depth. VERTICAL SCALE: 1" = 5' Str:512 Str:511 Str:510 Str:622 Existin ) End ectionRim: 882.30 ft Rim: lm: ®...... _ ..S.ta: 0+00. _ Sta:..0.+$0 Sta: 1+25 S.ta:.2+78.... ® _.. _ ®® -_0� °°_ °°° 0°0 0 0O OOO Oo OO OO O O O O O O O O O O O OOO O On on o O O Or, O o 0Q _O G o A 0000°O O OO O O O O O G 1> G > I 00®0Jul - 79 78 77 UD Invert: 878.77 ft Up Invert: 879.02 ft Up Invert 8i ; ; 77 D`n Invert: 878.31 ft Dn Invert: 878.77 ft Dn Invert. 819 j - II Length: 80-1ft Length: 45-Ift Length: 153 ift _" -_.__ _____.__._.__.. ® Size: 12 inch Size: 12 inch Size: 12 incl: Slope: 0.57% Slope: 0.57% Slope: 0.574 0+00 0+50 1+00 2+00 2+50 3+00 Station; it PROFILE 512-622 HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" ti' 0- 10 20 H Z. SCALE: 1"--20' CONCRETE PAVED COLLAR EXTENDING A MINIMUM OF 12 INCHES IN ALL DIRECTIONS FROM THE EDGE OF THE CASTING PER THE DETAILS. 10. SUBSURFACE DRAINS FOR ALL DRAINAGE INLET STRUCTURES LOCATED WITHIN PAVEMENT AREAS IS DESIRED. UNDERGROUND DRAINAGE INTO CATCH BASIN STRUCTURES IS TO BE PROVIDED BY INSTALLING 20' LENGTHS OF 4" DIAMETER PERFORATED PIPE TAPPED INTO THE INLET STRUCTURE. FOUR (4) SUCH LENGTHS ARE TO BE PROVIDED, ONE IN EACH QUADRANT AROUND THE INLET.AT CURB INLETS, ONE EACH IN 2 QUADRANTS AROUND THE INLET, STORMSEWER DATA TABLE z PIPE DATA Connect to Stir. Comment depth U/S IE Length Size in Slope % Type D/S IE 3.85 879.50 87 15 1.05% HDPE 878.59 501 Replace Existing Structure. 4.81 878.59 121 18 0.90% HDPE 877.50 502 5.94 877.50 8 21 1.17% HDPE 877.41 AS5 �,�// 3.35 878.00 60 18 0.37% HDPE 877.78 504 4.46 877.78 82 21 0.34% HDPE 877.50 502 3.68 879.50 13 12 3.85% HDPE 879.00 501 � Luw01-0'C dwLLI-j 880.45 145 15 1.55% RCP 878.20 507 6.28 877.22 47 24 0.51% RCP 876.98 508 6.02 876.98 46 24 0.50% RCP 876.75 509 '0 L.L 24 V- RCP 876.75 3.08 879.02 45 12 0.57% HDPE 878.97 511 3.53 878.77 80 12 0.57% RCP 878.31 512 12 M RCP 878.31 2.34 880.16 189 12 0.35% HDPE 879.50 500 LU Ex. 879.90 153 12 0.57% HDPE 879.02 510-) J Evans, Mechwart, Hambleton & Tilton, Inc. Engineers • Surveyors • Planners "Scientists 7400 North Shadeland Avenue, Suite 150 INDIANAPOLIS, INDIANA 46250 TELEPHONE (317) 913-6930 FACSIMILE (317) 913-6928 WWW.EMHT.COM PROFILE LEGEND GRADE 805 805 800 1 1 1 800 DATUM 2+00 STATIONING GRANULAR BACKFILL 0SEE NOTE 5 0 10 20 0 1 2 3 4 5 HORIZ. SCALE: 1"=20' VERT. SCALE: 1"=5' STORM SEWER PLAN AND PROFILES 0 Scale: AS NOTED Ld z o li-.0 Z) w 0UH Z w W DC 0 < U U H Z) I rnw m - � H Z2a�2uiw 0 F- Z O � � F- U W Di w U 0Z?LU. FPU = 00= I� ow 200=oUC �,�// Qi ~ LLLJLJ Z U LU I..I� ZZ OZ'U ca d Q Z O 01-- � 6-1N ZU<O -M U � Luw01-0'C dwLLI-j (A0 un unZWo0ZU H >2 HOU?Q>OU0 - Q m OLLJ /Lu U '0 L.L �- V- O N Z o all. QCIO 0 M o N �Z�r� 1 1 `. N w/ Lim LU 1 a J _r-'. M � J ' M m Z w LU m o N r J w �wW:) 0' 0 C) U U Zi N DO Z Z O LU Z O w U 100103 C5.2 Str: 501_ Co _ Str: UGOT 0 Sta: 0+00 Sta: 0+31 STORM SEWER �12•sr� -n —6"SSD-6"SSD SUB -SURFACE DRAIN (SSD) SIZE AS SHOWN 100 STORM STRUCTURE No. C.O.o SEWER CLEANOUT QD SOLID CASTING CULTEC . c CHAMBERS O. ®. .� EXIST. DUCT CATCH BASIN INLET BANK F4ELD ADD CONCRETE COLLAR VERIFY DEPTH Up Invert: 877.31 ft IN ASPHALT AREAS Dn Invert: 877.22 ft -n 0+00 Length: 31-Ift CURB INLET Size: 18 inch oration i YI Slope: 0.55% N PROFILE UGO` - 507 CATCH BASIN INLET HORIZONTAL SCALE: = 9 cd O VERTICAL SCALE:-! t I, y DETENTION PLAN NOTES 1. POLES OR HIGH VOLTAGE ELECTRIC LINES SHALL NOT BE PLACED WITHIN TWENTY (20) FEET OF ANY DETENTION FACILITY OR OTHER WATER STORAGE AREA. 2. SEE SHEETS C5.4 & C5.5 FOR CULTEC DETAILS. STORMWATER DETENTION PLAN Scale: -1" -20' DETENTION DATA Storm Event 10- ear 100 -ye Q in (cfs) 19.40 36.37 Release cfs 7.17 14.81 Stage (ft) 1 878.99 1 880.52 Volume (cft) 1 18.571 1 33.835 Evans, Mechwart, Hambleton & Tilton, Inc. Engineers • Surveyors • Planners • Scientists 7400 North Shadeland Avenue, Suite 150 INDIANAPOLIS, INDIANA 46250 TELEPHONE (31 7) 913-6930 FACSIMILE (317) 913-6928 WWW.EMHT.COM " STORM SEWER LEGEND Co LINE TYPE / SYMBOL 0 LU STORM SEWER �12•sr� -n —6"SSD-6"SSD SUB -SURFACE DRAIN (SSD) SIZE AS SHOWN 100 STORM STRUCTURE No. C.O.o SEWER CLEANOUT QD SOLID CASTING N w d U z=a02wLU c IN ASPHALT AREAS ® CATCH BASIN INLET ADD CONCRETE COLLAR IN ASPHALT AREAS ® -n CURB INLET ow YI N U CATCH BASIN INLET cd O Q y LL M (e} ' oZ°U LU aoF=�o 0 QZ d v 0 ZU<O -M STORMWATER DETENTION PLAN Scale: -1" -20' DETENTION DATA Storm Event 10- ear 100 -ye Q in (cfs) 19.40 36.37 Release cfs 7.17 14.81 Stage (ft) 1 878.99 1 880.52 Volume (cft) 1 18.571 1 33.835 Evans, Mechwart, Hambleton & Tilton, Inc. Engineers • Surveyors • Planners • Scientists 7400 North Shadeland Avenue, Suite 150 INDIANAPOLIS, INDIANA 46250 TELEPHONE (31 7) 913-6930 FACSIMILE (317) 913-6928 WWW.EMHT.COM " STORM SEWER LEGEND PROPOSED IMPROVEMENTS LINE TYPE / SYMBOL DESCRIPTION LU STORM SEWER �12•sr� SIZE AS SHOWN —6"SSD-6"SSD SUB -SURFACE DRAIN (SSD) SIZE AS SHOWN 100 STORM STRUCTURE No. C.O.o SEWER CLEANOUT QD SOLID CASTING N w d U z=a02wLU ADD CONCRETE COLLAR IN ASPHALT AREAS ® CATCH BASIN INLET ADD CONCRETE COLLAR IN ASPHALT AREAS ® BEEHIVE /YARD INLET CURB INLET ow END SECTION U CATCH BASIN INLET ADD 4 x 20'4" PERF. SSD Q Z U LL CURB INLET ADD 2 x 20'4" PERF. SSD oZ°U LU aoF=�o STORM WATER DETENTION PLAN AND DETAILS LLF Z o LU t 0 OZ11 QI U co) J w H -- /yJ W ZZ LLI Ce Q ui U LU 0 N w d U z=a02wLU U U�ZQ�LI.- W U d e I LU :D oZ�Q�wQ = rCe �ce�.Q0=z U �2002:Uc� LULU Q Z U LL oZ°U LU aoF=�o QZ d Q Z O a j N ZU<O -M U �aUw0~C wQ�wWd • LU N Z w0 Q Z U U I— _ �QuZa3U0 — o W Co oLU U L.L V O V 00 Z o o% Q � . 1M croo w A. O cv W I� m � a O J % M } Z m m 0 � W J LU U w 0 w O D U N o co Z Z O a' LU U `0_\�\(\/•1111I I III 0 /;Q t 0 OZ11 QI k = rn 2l \Y�dr -- /yJ 100103 0 N I I C5.3 Scale: AS NOTED MATERIALS LIST MAX. 24" DIAHIPE AS DESIGNED BY ENGINEER CLINK CARMEL, Its fIR l w Ll . . rr► HVLV Fl1OX4 FEED CONNECTORS CULTEC NO. 20L POLYETHYLENE LINER STORM SEWER DETAILS w� > p H J w z u 2 p ui w QL�L Utjl- p Z 2 Q 2 p u uE-Zoe: t in ILucW p2 D Q d w=V U viZU�F- FQ �2LLOo=z p w O U LU 2 p H 0� cn _ Q H 0 W p z U co z< 0 � o Q Q�N C�-1 Z 0 U 3 N < Z w �a- ULuO�� W � wLuznr Cl< _j LU cn Z w p Z U H 2 �— u < uu 0 O N N L a� .n LL. a„ai LL. O a CA m ui z w o 3 U z W LU LU J N p U U �A- Z O LL H W U z o • V W U w �.�L. _ GC qZ �C U • p w Lu m c U V- > 00 co c�nZ(D co0 M V) Z La L Lim J m LLJ J M J ' M V) LUJ m a0 co Z `\\``\\\�\\\\\\III `G v i � IW = IF 0 1 al = = 1 w W IMM Z W U J W Q U N M O �O W cl 00 O� Ln 100103 CSA J W ccQ U A, OF GER vBrrlD r N THE rNSTATIED L..NiiTF+ A.7DINED t1ECNA1l '& FEET �a.4a uxvc. S9M< WIDE AND 8 ) T INCHES 1524 x AL Stl ) L CULTEC HVLV"" F -110X4 FEED CONNECTOR PRODUCT' SPECIFICATIONS SHAE.E.. ft 7.5 FEET 2.29 M . SH t ) R• � S 'YG Hd\'TNG NO ' O N E:vC WAJ... A R. THE HVLV- F -110X4 FEED CONNECTOR MUST 8F FORMED A5 A WHOLE CHAMBE R HAVfNG TWO CULTEC RECHARGER r� R F STRATI • 0._CNARGii L3,-ttC A' W fR INTO THE 510E PORTALS O. T!.£ SEPARATE END PLATES OR SEPARATE END W siS. TTff UNIT ALL :DLIII RECi1ARGER� VBHD PRODUCT SPECIFICATIONS ' L MANIFOLD, F £CT10N5 CREATING AN INTERAR AN ATR R A ACT AS CROSS EEO CONN AND VBEHO ENO STtJR!-!W E CHAMBER NO INCHES (813 MM) TALL, 60 ANCHES (1 524 MM) WIDE AND 5.48 FEET (t.55 M) LANG. THE INSTALLED LFNG' H OF A30TNEO , LARGE RIB ALL RIBiKIN £:AL D FOR STORMWAT R MAiVAGi MFNT. THE CHAMBFRS MAY BE USED PCR, L"aEN£:}E23 CULTEC KVLV- F-IIDX4 FEED CONNECTORS ARE OESIGNED'TO CREATE AN INTERNAL MANIFOLD FOK CUL3tC RECHARGER �Ml' - 11�<» tti�. END DETAIL ENDD DETAIL LSLTW RECMAR:ER•§ V8t4D C FWMBERS ARF OFSiGN4 ut:OERGROUNO ETEN-MN, RECHARGING, DE"..f# TON DR CLmMDUI.NG THE RkM OF ON-SITE STOR14WATER RUNDFF. STORMWATE R CHAMBERS. (30o MM), ,.. 9• THE CULTEC RECHAR^vERt9 VSIMO INTERMEDLATE UNIT WILL HAVE TWO SIDE PORTALS TO ACCEPT WLTEC HVLV'" FC -24 FEED flrkE?.A`. CULTEC HVLV'" FC -24 FEFD CONNECTORS ARF DESIGNED TD CREATE AN INTERNA(. MANIFOLD FOR CUi:7EC RECHARGE* ^a00H t60ND, ;HAMeiif?. PARAMF .. iS CF%Iwl1I:R FAFY,METE:�& 1, THE CHAMBERS WILL BE MAM*ACTURED BY CULTEC, INC. OF BROOKFIELD, CT. (203-775^4415 OR 1-890-4z8.5832i (267 MM) HIGH BY 12 INCHES (305 MM) WIDE, MAXIMUM ALLOWABLE PIPE SIZE IN THE SIDE PORTAL LS 10 INCHES (250 MM), 6. THE NOMINAL STORAGE VOli.luE OF THE HVLL"° FC -24 FEED CfRtNECTOR WIU.. iiE 0. 91.3 E-'3 T f- (9.BESS M3 M i - WI7NOV3" 10. Taff NWINAL CHAMBER DIMENSION5 OF THE CiRTEC HVLV'" FTC -14 FEED CONNECTOR SHALL BE 12 INCHES (305 MM) TALL, 16 INCHES (406 MM) WIDE AND 24.2 INCHES (514 MM) LONG. > ' f ,;".-1;,--;-:;- : 1. THE CttAMBERS WILL BE MANUFACTURED BY LULTEC, INC. OF BROOKFIELD, CT. (203.775^4415 OR ; -4 C -42b-5832) 1. 7IiE CHAMBERS WILL BE MATVUFRCTUREO BY CULTEC, INC. OF 8RO(ACFEEIA, CT. (201-775-5416 09 1 -803 -428 -MZ) 2. THE CHAM8ER WILL. BE VACUUM THEAMOTORWP OF W -UX HIGH MOLEWLAR WELGHT HIGH DENSITY POC,t TN'YL£Nt ;HMWHOPE), TALL, 27,5 INCHES (699 MM) WIDE AND 39 INCHES (991 MM) LONG. ALL RECHARGER WHO HEAVY DUTY UNITS ARE MARKED WITH A COLORED �Y�� .\ , N[GN DE7US7TY POL'tF.T)IYLEAlF 2. THE CHAMBER WILL BE VAC:IUM THERMOFORMED OF BLACK HIGH MOLECULAR WEIGHT HIGH DENSITY POLYETHY-ENE (HMV,V;DPE), STOW- THE NOMLNAL STORAGE VOLUME OF A }DINED RECHARGER-0 VBSHO STARTER OR VBE:HD MU SHALL BE 38,57$ FT3 / C THE 01AMBER W i1t BF. OPEN -BOTTOMED. UNIT (I .126 M3 f UNLT) - W LTNDLrr STONE. THE NOMINAL STORAGE VOI"UME OF A MINED RECHARGER V8It$! 8ER DiMENS10NS OF THE CULTEC: HVLV^ FG -24 FEED CONNECTOR SHALT 8E 12 INCt1ES ('w^5 MM} T,V.t., 15 INCHES 2. TxlE QaFMBER iNItI. W. VACUUM TFIERMOFORDLO OF 3LRC:3< HIGH M(EC.;itAR WEIGH": 5TRi FORMED INTO THE HART ALONG THE LENGTH OF THE CHAMBER. .4 t / .// " 14. T}ff NOMINAL STORAGE VOLUME OF THE HVLV"' F -110X4 FEED COMRsfiT'OR WELL BE I,9SB FT31 FT (Q.d83 M3! M) - 7. T[4F HVLV'" FC: -24 FEED C aNrEc DR cwaMaE SHALL 3wvE 2 CORRUGATIONS. (HMWNL1PE;j. 3. 7TiE CHAMBER WALL BE ARCHED iFl 5}WPE. MODEL V V RHD STAND ALL DNutENSK3N5 ARE NOMINAL MODEL V8 EHD END i ;; 3, Tlff CHAMBER Wlil BE ARti+ED IN SHAPE. 4. THE CHAMBER W flt. EL OPEN-(tOTTOMFD. ALONE UNITS ARE USED AS ss f ', ,,, :,-I 1. y - Mt3DEL RH© / �,Y }(I 1 s,..,� ,: ' �, 5 r r �'" y.°+,:% x, ' ' 4, T3L:HAMBERWILIBFOPFN-I'%JTTOMED. S. TTdE NOMINAL i2R/.MfBER DIMENSIONS OF'lT1E CULTEC HVLV"` F'-334%4 FEED CUNNEClDR SF1Al2. Bt 1B SHINES ('sir Mx'"; TAIl, 2:.5 STAND ALONE ,., �. 5 ,.. , E H Q �:• ` , : ' '_ ; .;.. INCHES (594 MM) WIDE AND 39 SftlCfiES (99) MM) LORD. SINGLE r ;r z � t % � " " ] ' ". S. Tiff CHAMBER WILL BE JOINED USING AA: FNTERLOCiR:fNG OVERLAPPING RUB MCFHOD, CONNECTLGNS MUST SE FULLY SHOULDERED OVERLAPPING RIBS, HAV(NG NO SEPARATE COUPLINGS OR SEPARATE EM8) WRL15. C. THE NOMINAL STORAGE VOLUME OF THE HVLV'" F -110X4 FEED CONNECTOR WILT. BE 1.968 FT3: FT (0,1828 M3 r Mi - Vill FLOUT STONE � '. flAODEL V8R1iD STAPi1.) ALONE _. _ _ SECTIONS. i( " l MALL RIB L 6 "ItiE NOMINAL C3}a.+R$ER DIMENSIONS OF "}iE Ci1LTEC RECHARGER($ VRIiiC INTERMEDIA+"E UNIT S}FALL BE 32 INCHES (813 7 - HVLV-' F -I l0%4 FEED COPINECI^iR CHAMBER SHALL HAVE 5 CORRUGATIONS- N w -" 55.0 [i 397 TBinj �d A, OF GER vBrrlD r N THE rNSTATIED L..NiiTF+ A.7DINED t1ECNA1l '& FEET �a.4a uxvc. S9M< WIDE AND 8 ) T INCHES 1524 x AL Stl ) L 5. THE NJM7NAL GFIAM (406 HM) WIDE AND 24.2 INCHES (614 MM) LONG, SHAE.E.. ft 7.5 FEET 2.29 M . SH t ) R• � S 'YG Hd\'TNG NO ' O N E:vC WAJ... A R. THE HVLV- F -110X4 FEED CONNECTOR MUST 8F FORMED A5 A WHOLE CHAMBE R HAVfNG TWO CULTEC RECHARGER r� R F STRATI • 0._CNARGii L3,-ttC A' W fR INTO THE 510E PORTALS O. T!.£ SEPARATE END PLATES OR SEPARATE END W siS. TTff UNIT ALL H STARTER OR V8E 'TT AL.L BE 32 - A V8S p STA T NO C -NO UN SH 7, 734E NOMINAL CHAMBER DIMENSIONS OF 'HE LUtrEC RICH R6ER(D ' L MANIFOLD, F £CT10N5 CREATING AN INTERAR AN ATR R A ACT AS CROSS EEO CONN AND VBEHO ENO STtJR!-!W E CHAMBER NO INCHES (813 MM) TALL, 60 ANCHES (1 524 MM) WIDE AND 5.48 FEET (t.55 M) LANG. THE INSTALLED LFNG' H OF A30TNEO , RECHARGE3R4 VRWD M VOLNU SHALL I* 4,S8 FEEL (1.4 M). 9. THE CHAMBER WILL BE: L',t:51WILD TO WITHSTAND A45f•FLD H-25 LOAD RATING WHEN INSTAl1i:U A.CLORDING'I C ,.UI:+LCS r. RECOMMENDED INSTALLATION vismL nom. VBEND END UNI W PORT U TEC HVLV- - T Ill HAVE 7W0 SIDE At.S r0 ACCEPT CULTEC C fRF>rHARGER +" V BSHD STARTER OR R. THE CULTEC y 11�<» tti�. r DIMENSIONS 1 PORTAE WILL BE F•136X4 FEED CON NECTOR5 TO CREATE AN INTERNAL MANIFOLD. , THE NOMINAL DT OF EACH SIDE MANUFACTURED .D IN AN fS0 9f)Dt,2 000 CERTIFIED FACTLI LO.THE CHAMBER SHALT. LAE. MANU ACTOR 15 INCHES (406 MM) HIGH BY 21 INCHES (533 MM) WIDE. MAXIMUM ALLOWABLE PIPE 51ZE IN THE SIDE PORTAL IS 12 INCHES CULTEC HVLVTpF FC -24 FEED CONNECTOR PRODUCT SPECIFICATIONS (30o MM), ,.. 9• THE CULTEC RECHAR^vERt9 VSIMO INTERMEDLATE UNIT WILL HAVE TWO SIDE PORTALS TO ACCEPT WLTEC HVLV'" FC -24 FEED flrkE?.A`. CULTEC HVLV'" FC -24 FEFD CONNECTORS ARF DESIGNED TD CREATE AN INTERNA(. MANIFOLD FOR CUi:7EC RECHARGE* ^a00H t60ND, CONNECTORS TO CREATE AN INTERNAL MANIFOLD. THE NOMINAL DIMENSIONS, OF FAC14 SIDF PORTAL. WILL BE 10.5 INCHES 280MD AND 330XLHO STLMMWAT'ER CHAMBERS. (267 MM) HIGH BY 12 INCHES (305 MM) WIDE, MAXIMUM ALLOWABLE PIPE SIZE IN THE SIDE PORTAL LS 10 INCHES (250 MM), 6. THE NOMINAL STORAGE VOli.luE OF THE HVLL"° FC -24 FEED CfRtNECTOR WIU.. iiE 0. 91.3 E-'3 T f- (9.BESS M3 M i - WI7NOV3" 10. Taff NWINAL CHAMBER DIMENSION5 OF THE CiRTEC HVLV'" FTC -14 FEED CONNECTOR SHALL BE 12 INCHES (305 MM) TALL, 16 INCHES (406 MM) WIDE AND 24.2 INCHES (514 MM) LONG. > ' f ,;".-1;,--;-:;- : 1. THE CttAMBERS WILL BE MANUFACTURED BY LULTEC, INC. OF BROOKFIELD, CT. (203.775^4415 OR ; -4 C -42b-5832) 11,1HE "INAL CHAMBER U(MENSIONS OF ":HF, CLR:tEC HVLV- F-11OX4 FFtU CONNI.0'COR SHAD.. BE 18 2NC;HES (451 MM) 2. THE CHAM8ER WILL. BE VACUUM THEAMOTORWP OF W -UX HIGH MOLEWLAR WELGHT HIGH DENSITY POC,t TN'YL£Nt ;HMWHOPE), TALL, 27,5 INCHES (699 MM) WIDE AND 39 INCHES (991 MM) LONG. ALL RECHARGER WHO HEAVY DUTY UNITS ARE MARKED WITH A COLORED �Y�� .\ � THF CHAMBER WILL BE ARCHED IN SHAPE. 12. Taff NOMINAL STORAGE VOLUME OFTHE REt'f4AR(3ERO VI'IRD CHAMBER WILL BE 8.079 FT3 1 F1' (0"608 M3 ! M) - WITHOUT J > W JM STOW- THE NOMLNAL STORAGE VOLUME OF A }DINED RECHARGER-0 VBSHO STARTER OR VBE:HD MU SHALL BE 38,57$ FT3 / C THE 01AMBER W i1t BF. OPEN -BOTTOMED. UNIT (I .126 M3 f UNLT) - W LTNDLrr STONE. THE NOMINAL STORAGE VOI"UME OF A MINED RECHARGER V8It$! 8ER DiMENS10NS OF THE CULTEC: HVLV^ FG -24 FEED CONNECTOR SHALT 8E 12 INCt1ES ('w^5 MM} T,V.t., 15 INCHES DEL VBIHD MO INTERMEDIATE MAL RIB �+ 1 N x' g x Y4..-..,rw ," `I. 4 i - I 1. ... 1.z rc : 55.Q" 1397 mm i I I :;, r::r^ �, r 3 i , , I - 4 x r 4 1. �. � I <x Q ;e„<. ✓/ .:' S: � >r ��� GE 3� gg .. L R $ LAR 5FdA L 4. >s4 � I I I I, I . ._I I 1 _��, I ��, li� m <. e5 ,, ,s .... .. -, ... >i r> Y.4 65 ! H f, w d::; q V S D { 1 99 v# .:: ODE x - .. , i- << fi , u Z t < .: < .:. :t a <.. ! n. "w..: ,: : e.. ... c.. ,. ..<.. 5 , ,--, ,. ., 4. .. 4 .. < s + ,. , . i «t, r . �� �. w MO DEL S HD , a �. n . (E :. T ARE USED «� t '1040 I _ ., hn � ,� , _ .: <£ ,, , ,,, ,,,,,,,,, 4, 5 STARTER UNI S 1 r a.,. n _io< ,. '', .>4 as v.' ,. i 1 t 51 59 1 Sf s. L. !,Y P L. 5. ..._ .v %i 5o <�y ��yy r r. ,s: biri :59 ,>. :. ... :. :,, , , i��qq ...<} . i.. 5. : 5=tt>. : +,• .. ,..,,,�.""<Nr 4 Y9 .. : 5 :- (� .(y 95F4 rnm R , .. 15 .,` t, <r : >. ,.,t w r. i6 ....^•k-�, :� 3 5 :5 :r6 �i$ 0.4. .. .. .. .: ,r .c Y ,.• n < .... ... .. w..... r..... <: ,..r i. f j N A LINE. I _ h BEG/5..,OZ Ar ,¢ Tfl ;: .. <..:.,... <.. .. e k a Y. tl Y... P5 .. ::. , Y'. RE dk'.. x .. ., <.;5r,... ... ?,,. I 31.U" ...n .n r.. .r. :. .. - .. .. > tYfF17 , !8 _ r _ _..... x t . , r �L .. 18.0 4(28 :_: .:- :: .c _: :: _,. .,.., a .. RI "5 - _tl 9C A 5 ..,,, x TARTER tv1 Y SHD S ( ODEL 8 i< s ': _ 2 A i�.. ..__.,_.._ 1130,0-115243owl 1111 N,,. _, :,,.._,,, ,,..,:.,___ ,_..., A '___..___� I « _11 «, , <l < F :�s) `,. ; 21,(1" 1533 mml d» - 1181 (} ti 549 rrmn -- I:"m..w:... •,,..; H, ,h>.A ywro +trnenI j ,, . ',<> MODEL V8 IND a, : � I H = &D.0' 2288 mm , w yyy .. �. y t:. I I�..� -. -.. ,y r1. 4 I r -- s 1111..,. «s,:. '.km L '.4r ",..:...,,.k:. - .1 _? *■ °, t .Y / �� r �. N, ax L ,ilh R M..s.vu .k L I E D T MODE S T UNH... _..,... A E IN T R EDI : ,f •. _, < .: ... :::.. �'�� --. ,' ` .' •. ; ._� 32.0` .. ,». . € .. g I ) 9 1...111 .. :.,.: Y'. i. F ;, < Jtx".""" - +,..., ..., ; p>:ax.. -y.,3 9 5 Yr`ra,: 3:', 3'.:.:e¢iz'.x : { >� I r q .. tf,3- t< � . s ,z r ND t T XTE .:�. :� E U SED OE i AR I <• I lis r" 'r ' i l t ".0" 4Ob iT " :; . .1111 Ib D 57 Imn �" ° : , 5 , '. .. . 5. Eva rk z-. *� � . .. � ,. 5::d, , .. i.. , s .<:; .. .... R bL % kr . -.. .. .... .L A3 k . v i .h. :. >- � . . <: MODELVBEHD END ««.1� � �.,.�.m«:. >�5; ......� THE LEN �. :,jf� �, „%'`a ;r, __ A LARGE GTH OF A LINE �: ; )6.0 406 mm) y t I-----42.6" jT087 mm] 21.t?° 1533 zrRYij = INTERMEDIATE SNAIL BE 65.(193 Fra l UNIT (L.84! Mal i1fLET) ' w1THOUT STONE• 5. THE NJM7NAL GFIAM (406 HM) WIDE AND 24.2 INCHES (614 MM) LONG, MODEL V8SHD CHAMBER CULTEC RECHARGER 16,6. 13� ct m] �"' ( 4 ' r .. , TRIM CUT-OUT . _ ),. .��x,b r. STORAGE VOLC)ME OF THE HVLV`" FC -24 FEED CONNECTOR WILL BE 0.913 FT3 7 PT (0.085 M3 / M) - WrrH0LJT 1), THE NOMINALS 5Tf>'4E. 11�<» tti�. 42,0" i()6? [ ""' ik. �. - .,I:,.L)" 1438 mm "._ ._-.. „"' (' I It + : :.- ..� ,.. u C(JLTEC V8HD 5TAr2TERfEND CFIP.3A13Ek 8 ORA�iE m 6,®79 Cf=/FT [0.806 m31mj h ' . b� f ' z P STOW. 6. THE NOMINAL STORAGE VOli.luE OF THE HVLL"° FC -24 FEED CfRtNECTOR WIU.. iiE 0. 91.3 E-'3 T f- (9.BESS M3 M i - WI7NOV3" '_ V 5 zQ 90 8° 287 mmj , -� -- C)- . I\ ALL RECHARGER WHO HEAVY DUTY UNITS ARE MARKED WITH A COLORED �Y�� .\ i; y i f k ;.i J > W JM Cui T£c RECHARGER VB»G , ..,: c, „ ..; u;w ; }t 3 mi W O O 00 Z 5TRi FORMED INTO THE HART ALONG THE LENGTH OF THE CHAMBER. .4 t / .// " 14. T}ff NOMINAL STORAGE VOLUME OF THE HVLV"' F -110X4 FEED COMRsfiT'OR WELL BE I,9SB FT31 FT (Q.d83 M3! M) - 7. T[4F HVLV'" FC: -24 FEED C aNrEc DR cwaMaE SHALL 3wvE 2 CORRUGATIONS. . ALL RECHARGER VBHD HcRv ,;+; , SNt , .+ k <tc}=i, Y+1 ,, :, +=;OL C)RE.D ALL DNutENSK3N5 ARE NOMINAL MODEL V8 EHD END i ;; ,> S ., E'•, wt rr o rr STONE. 8. r"t HVLV'" FC -24 FEED CON'tEC'"OR MUST BE F�cMEO A5 A W1461i CHAMBER HAVING TIYO OMEN EYU wa;25 ,.NL HAL iW .`EC-LPARATE STRIPE FORMED INTO THE PAR. I :+...+,x.11. iE ,. }..SV(.. 1 r s .rF THF, �.F Ah(t1Eli. ! a :: SIDE PORTAL AccElaTs c11Lr C HVLV F _ 1 4 FEED CONN( CF (2. ,., �. 5 ,.. , E H Q %-, 5 <; . , . s , G , ": s 5 ssr - r` , 1S. THE RECFIARGER VBHD CHAMBER WILL HAVE DISCHARGE HOLES BORED INTO THE SIDEWAILS LW THE UNr1°S CORE TO END PLATES OR SEPARATE END WALES, 7i•IE UNITWILL FET INTO THE SIDE PORTALS OF TTL GJLTEC RECF,ARCER STOR.M.WA7pl CHAMBER ALL DIMENSIONS ARE NOM1Nnl ':.. AND ACT AS CRASS FEED CONNECTIONS CREATING AN INTERNAL MANIFOLD, ;:....:,3 s.5u:ra n.;; PROMOTE LATERAL. CORWYAWX OF WATER, 510E PORTAL ACCEPTS CULTE(, �s': } ": s. -+ i-....;.;ivtJti: ti,.I. 16. Taff ENDWAEE OF THE CHAMBER, PIHEN PRESENT, WILL. AN iNTEGRAI FART OF THE CONTINl1OUSLY FORMER DNR. 9. TME CHAMBER WILL SE DE%IGNEOTO WITHSTANO AASHTO H -2S LOAD RATING WHEN tNS'TAt LED ACCORDING TO CULiT'.C'S : ' SEPARATE END PLATES CANNOT BE USED WITH THIS UNIT. R[TCAMMENfIFi) iN5TAL3ATiON INSTRUCTIONS. 17, THE RECHARCER)` VBRF:C STAND A.ONE UNIT MUSS � FORM£O AS A WHO'.E C'HAMSER !LAVING TWO FULLY FORMED 10, T14E CHAMBER SHALL BE MA?WFACTURED IN AN ESO 9.00132OD0 CERTIFIED FACILITY. INTEGRAL £NDWALLS AND HAVING NO SEPARATE ENO PLATES OR SEPARATE END WALLS. MAXIMUM INLET OPENING ON THE CHAMBER ENDWALL M 24 INCHES (6W KM)- CULTEC NO. 4ZOLi" POLYETHYLENE LINER IS, THE RECHARGER'* VBS:H.i STARTER UNIT MUST SE FORMED AS A WHOLE CHAMBER HAYING OM FULLY FORMED INTEGRAL GENERAL1. ' ENDWALL AND ONE PARTIALLY FORMED INTEGRAL ENDWALL W CM A LOWER TRANSFER OPENING OF 18 INCHES (451 MM) CULTEC NO.'" 20L POLYETHYLENE LINER LS DESIGNED AS AN TMPERVIOU5 LINDERLAYMENT TO PRELtiNT SCCvRING :AU:LD BY WATER x ......_ . - .. ..._,..-..._..,......_ ._.._.... .. I. _...,.._.---.'•-•- MTGN X 42 INCHES (1057 MM) WIDE, MAXIMUM INLET OPENING ON THE CHAMBER ENDWAEE. t5 24 INCITES (600 MM}. ,4MSEI S Ah WITHIN THE CULTEC Oli4MBER5 Ar THI CONNECTOR : UT'ILE2IF:G THE CVLTEG Ml3,Vfr4Y.D FEATURE, I:Z'-V-" CULTEC RECHARGER V8HD HEAVY` DUTY THREE VIEW 19, THE MC,HARGEK:; V81HD INTERMEDIATE UNIT MUST BE FORMED A$ A WHOLE CHAMBER HAVING ONE FULLY OPEN ENP'WAL, AND ONE PARTIALLY FORMED INTEGRAL ENDWALL WITH A LOWER TRANSPER OPENING OF 16 INCHES (406 MM) HIGH X 4Z 1. THE F+8<3'ER WIT«IL` 2., INCHES (1067 MM) WICE. 1. THE LYNER WALL $£ MANUfA(=tu,tED 6Y CULTEC, CNC:. LJF BROOki4E3JJ, Cy. (20'.'x775-441& OR 1•fxio-4lb-sa}:52) 20.TfIE RECHARGERS VBEHD END UNIT MUST BE FORMED AS A V9HOtf CHAMBER HAVING ONE FULLY FORMED INTEGRAL. 2. THE UNER WILL 6E BLACK IN AL•PEARANCF. ENDWALL AND ONE FULLY OPEN END WALL AND HAVING NO SEPARATE END FIATE$ OR END WALLS. MAXIMUM INLET OPENING 3, THE LINER WALL HAVE A NOMINAL "E HICi(NES$ OF 20 NTL (0.61 MM), ON THE CHAMBER ENEYWA,L t5 24 INCHES 000 "M)• 4. THE LLitE}I W#L1. HAVE A WIGHT OF 93 LBSIMSF (451 GjMZ). 21.TW HVLV°- FC -24 FEED CONNECTOR MUST BE FORMW AS A WHOLE CHAMBER HAVING T•.VO OPEN ENC WALLS AVD HAVING °� S I'd +..- I } v t -,.,r i St 1... _ FILTER p NO SEPARATE END PLATES OR SEPARATE END WALLS THE VNIT WILL FIT INTO THE SIDE PORTALS OF THE RECHARGER3 S. rH£ LINER WB -i- HAVE A TENSILE-R8NGTH 6 BREAK L" (2.54 CM) OF 75 EBS (334 N) PER AS -"TM. G65S �i':'E8*F V.E:.Ft--�D. I i tiL I'.d i � O�^ �j (�N..1 f�1(j\J�N 1 It, -TER FABRIC V81HD INTERMEDIATE AND ACT AS CROSS FEED CONNECTIONS. trR(J:31it.1 :3 11.JNIr:.. C 6. THE LINER WILL NAVE AN ELON(,ArI(XV AT BREAK (>FEKRI%PIH ASTM D6843 TESTING MEIHW. �, J1�51PAI.TED FILL AROUND STONE. TOP AND SIDES 2Z.TW HVLV'^ F -110M FEED CONNECTOR MUST BE FORMED ASA WHOLE CHAMBER HAVING TWO OFEN END WALLS AND 7, THE LINER wtu. tiAVF A 7'fAR RE5I5TANCx" OF it tef (49 N) AER ASTM Dico4 TESTING METt+ov. RECHARGER V8HD -" CULTEC HV I ,,_ � I Rw� 5 MANDATORY. HAVING EO SEPARATE END PLATES OR SEPARATE END WALLS. THE UNIT WILL. FI'" INTO THE SIDE PORTALS OF THE / REi_HARGE3RS VBSHD STAKIT_R AND VBEH13 END ANO ACI AS CTROSS FEED CONNECTIONS, B. THE LINER WELL HAVE A HYDROSTATIC RESISTANCE OF 100 PST (609 KPA) PER AS,`M D75 TESrING METHOD: HEAVY DUTY CHAMBER FEED CONN("�. 'LSI,• f 12,0" [305 mm] H PASHTO H-25 LARD RATRJG WHEN lN5TAL1,E6 ACCORDING TO QR.?EC'S A PUNCTURE RESISTANCE DF' 30 LEF'233 N) PER ASTM D4833 TESTING ?'iE iT10D. t ::: 2d.7tiE (:HANI3ER Wlfl BF. DESIGNC-D TO WIT STAND 9, THE. LLaeER Wfs-L H6.VE RECOMMENDED INSTALLATION fNS�RUCTIONS. ' r /'1 i0. THE LINER W7Lt. HAV£ A VOtATIIF i.05.S OF <I%PER PSTN D12A3 TESTEIEG METH(X3.•'•ar £': ca7utf�w` .G�{o-::.. •.}. �.zF.Gtc c< IGNAMD BY A COLORED STRIPE FORMED INTO THE PART ALONG THE LENGTH OF THE CHAMBER, 11. THE LINER WILL HAVE A DIMENSIONAL STABIUM(OF tit% PER ASTM D1204 TESTING METi10p. 8" [457 mm) .. ' t{ r ( xeds,l S ,ea .. : Y Y , 24,IfEAVY DlT1Y L1Nt"S ARE DES + .� 3 , MIN. L a3.T,•%r CNAMBf.R WtE2. HAVE A RAISED INTEGRAL GP A7 THP TOP OF THE ARCH IN THE CEM:TER OF EACH UNIT TO BE USED AS 12. i}tE LINE0. W1fl HAVE; A MAXIMUM U� TEMff3tATiIRE OF 1840 F (820 C), V --„ _ , 12' [3657 mm] ♦ / AN OPTIONAL INSPECTION PORT OR Q.EAN-OUT. 13. THE i3NER Will NAVE A MINIMUM USE TEMPERATURE OF -700 F (-S70 C). Y i .... � ] 2F5.T'{#I UNITS MAY BF MMMF.D TO CUSTOM LENGTHS BY CUTTING BACK TO ANY O0RfWGATtON ON THF LARGE REB FNrI1 MAX. - : ,,11 •...^ -1 ." _......._.... �" 6 O" [I 52 m I4. THE. LINER WILL HAVc A PERM RATING OF O.D41 U.S. PERMS (D.027 METRIC PERMS) PFR ASTM ESo ME`HOG a. � :� .yam a7.TTIE CHA34t1ER SHALL BE MANUFAC'URED IH AN 150 9001; 2000 L`ERTTFLEO fACIL1T'i, 15. THE LINER WILL CANSIST OF A BLENDED LINEAR POLI METHYLENE. • „- t ' a f y _ ..t 16, THE LINER WILL NOT CONTAIN PLASTICIZERS. \ I _ r 32.0" [813 mm] f \. 11 R -V8 GENERAL NOTES I s 1.(3 I-11- 4L ; \ 6.0- [1 52 mm] 24.2" 24.2- '�f :�. ,� � , r � n i< [614 mm] [614 mm] /l am(\\ \ A +...., �.<!, 4 . J i ,. F,,,.,,.,.., ..,,..., \ . /�,K i 7 :').., i'l , r , i`/;:% !`' . , ✓'/T Y' )l: / /, ," , ,/, 1. .. / 27.5" [699 mm] � 1 tit:: f ' .6'- 6 rllmj CULTEC NO. 20L POLYETHYLENE 1,1 -aL___4k______ 4? 16i3i,0' [406 mm] j 1 ( 12.0 [305 rrxn]- 60.0 [1a � t1,3t31 r j i 1 CENTER TINEA TO BE PLACED BENEATH , K7 12-Q" [305 mm] A24.2' 24.2" -1 w'11. z I [614 mm] [614 mm] > -� 7 7. <: 18.0" 457 mm F _- a _-11__1__1__-__,. j{ ��I E ' , - _------ 19.5- [495 mm] �-------I I --1- 39.0"[991 mm] CULTEC HVLV F -110x4 FEED CONNECTOR CHAMBER CULTEC HVLV FC -24 FEED CONNECTOR CHAMBER MAY BE USED ON V8SHD STARTER AND V8EHD END UNITS. MAY BE USED ON V81HD INTERMEDIATE UNITS - STORAGE. = 1.968 CF/FT [0.18 m3/m] STORAGE = 0.913 CF/FT [0.08 maim] R .0 HVLV F -'110x4 AND HVLV FC -24 FEED CONNECTORS 4.0 OPTION #1 .CHARGE R V81HD CULTEC RE INTERMEDIATE HEAVY DUTY CHAMBER CULTEC RECHARGER V81HD INTERMEDIATE HEAVY DUTY MODEL V8SHD CHAMBER CULTEC RECHARGER '/�; :x< V8SHD STARTER " I :P r c. CHAMBER , TRIM CUT-OUT . _ ),. .��x,b r. ? . �'l' 1, e 11�<» tti�. �11 11 �, a ik. DETAILS «i £�Y 4 Y:%%.,^ I u x E I Y I x�k ., L i / -,- W U_ Q x Q � '_ V 5 zQ �� : N Oo -� -- C)- . I\ M ak % I".. . -,...m _ ;.i J > W JM ,.s f x-..; a h +'Y v -.. -°a. \�2. :':iY' ° 1 ,T S"r� x L'°L,�:S1 �- A •'g �;a , ,r, , ,E PIPE PER ENGINEER DESIGN 5"»,0,... 4;?< tl " T' V; .`-� ..:x , , ,� T "4. e. - ",sf r`v`�'y 7 "� , s j ` ,`,e5.�`^ b,. t5 T i ,?.m, &<, tx- '"' ,\� \ { ate uC 1, '}aw F �� .._u (MAX. (MAX. INLET = 24 INCHES, 6(10 mm) a H �} e,<,' } x 5 m ar- ww ♦ : s -5 R' ``C <"'"y e�''.8 "` ° "; y .a ,n o e ' 'T £ L > 5 Y 'f.1 a:£, s 1, 3 Cr .1 aV , k ; �(,; 4R t ` 1, INLET CULTEC RECHARGER � � � 1' ` 4, °� Lam' STRUCTURE OPTION #2 �., �d � f' a s sj �2� V8SHD STARTER ;, - _ '` CHAMBER 5 nb, wsF"°w,; rf �1 t '} I :. CULTEC HVLV F-1 10x4 � < , FEED CONNECTOR R -V8 CULTEC TYPICAL INLET CONNECTION 7.0 NO. DATE CULTEC, Inc. ' Sart�surface S1rlrrcwcater.Management Systems . .__ P.O. Box 280 PH: (203) 775-4416 878 Federal Road PH: (800) 4-CULTEC CULTEC Brookfield, CT 08804 FX: (203) 775-1462 GENERAL NOTES RECHARGER V8Hb- o, ,,5 iI ' t ' N1. ov bit< �OKFIELD, CT. STORAGE PROVIDE -L � It )._:;r4 ( r /1- € PER DESIGN UNIT. REFER TO CULTEC INC S :: l)RREN REGiJMMENDED INSTALLATION G=F!„ INES USE RECHARGER V8HU IiEt�v'L ju I T rJf� i'RAFHC AND/OR H-25 APPLICATIONS 'u,-v.1:x1 _ CHAMBERS UTILIZING INTERNAL MANIFOLD L.,;riIARGER VBHD HEAVY DUTY UNITS ARE vi<,,r, rKEO WITH A COLOR STRIPE FORMED INTO THE >�,), At_ONG THE LENGTH OF THE CHAMBER. -o rtF-i":HARGER V8HD CHAMBERS MUST BE 11V {:.L.t-D IN ACCORDANCE WITH ALL APPLICABLE ,11_,AL STATE AND FEDERAL REGULATIONS, CULTEC RECHARGER V8HD HEAVY DUTY TYPICAL CROSS SECTION . t . t' , PAVEMENT 11 y':C ti ` },`s } PAVEMENT SUB -BASE .r; tea. `' _° z35°fD COMPACTED FELL °, ..''' �,`,�`.;,:: 4 OZ. NON -WOVEN FILTER FAbRIG �, /.. "� x EE--�� SIDES E TOP AND LILJ «, i , AROUND STONE. . x, . \,� ENGINEERS MANDATORY, - BOTTOM PER ENG/ f � , Y/ G 1�, . i3ESIGN PREFERENCE. vt � } ^ : 0 - => - .--=-�... CULTEG RECHARGER VtilHu INTERMEDIATE CHAMBER H . F " 1-2 INCH WASHED CRUSHED 1 STONE BENEATH AND L Y ,gym ' F ` All AROUND CHAMBER BED LL HVLV F-1 10x4 FEED CONNLC i ON a f f x£ " N _ C:UL TEC RECHARGER V8SHL) S DARTER 111-3..:. < OR V8EHD END CHAMBER tplu( view) 0 , �� CULTEC NO. 20L POLYETHYLENE ' ,t M - :� �.. <�"A� ' LINER TO BE PLACED BENEAI H CHAMBERS UTILIZING INTERNAL.. MANIFOLD n Ni UNITS ARE USED TO END ,�:f .._<. 3�� M4DEi. _ ?� , '*:' fit, n „ � ... , S+ F 1111., , THE LENGTH OF A LINE. �.-. .� -. i 5 A . _ ., R�� CULTEC RECHARGER V8HD END DETAIL INFORMATION HIDDEN END s ",,"�rs++i� .y 3.. MODEL V81HD MODEL V81HD MODEL V8EHD 3 _ lv- . ., HIDDEN END MODEL V8SHD �'¢,f DATE: 06-11-10 '/�; :x< DESIGNED BY: CULTEC, INC. " I :P r c. R !s w TRIM CUT-OUT . _ ),. .��x,b TO UTILIZE INTERNAL 10� a Z MANIFOLD FEATURE /R-VBCULTEC RECHARGER V8HD HEAVY DUTY TYPICAL INTERLOCK __, 1 - 2 INCH DIA. WASHED, -PAVEMENT CULTEC CRUSHED STONE 95% RECHARGER V8SHD CULTEC RECHARGER V81HDCOMPACTED FILL STARTER CHAMBER INTERMEDIATE CHAMBER __\ / 4 OZ. NON -WOVEN FILTER FABRIC AROUND STONE. TOP AND SIDES MANDATORY. M '3 .W 1 -'L Y .d �� .�� ( t5 -4.. L3 Aa ,x .r \. - r...k ,rd .. fA .xi,l AJs aweA:a. \/� `%4<-ra 1 G<. -°..-.Y M F ✓.Y t re M ..., a . 3.... - t>bax<2'. .».»«....>.., :. -. a .....t, w < . L .! ` I .,� 1 7 I I �.I ,. \\6 i 1 k./ 4 �.� 5 f 5 .. >' _ ,» - 1.k X ». .Bh'rn..R .1.,.. - ..,s:~ia :a ..v:t>.e6:;>: e596Co-Y.S+.n55'fYroNNArmc+.m-+wdmr5mawnr.-rv+d3<;ereY�.9�r , M ,9°.w•,rl+> £ g J,., 1. x bNI \'� \ \/%r i�/fro f�/i r� i�� fr,./i SIDE PORTAL TO BE CUT W SIDE PORTAL TO BE CUT IN 12.U" [305 mm] FIELD TO ACCEPT HVLV F-11px4 FIELD TO ACCEPT HVLV FC -24 (TYP.) FEED CONNECTOR IF APPLICABLE FEED CONNECTOR IF APPLICABLE CULTEC NO. 20L POLYETHYLENE LINER TO BE PLACED BENEATH CHAMBERS UTILIZING INTERNAL MANIFOLD _ _ ___ _ _ - 8.0 CULTEC RECHARGER V8HD HEAVY DUTY PLAN VIEW. fe) 90 REVISIUNS _ _ _CULTEC DETAIL SHEET _. RECHARGER V8HD HEAVY DUTY NON TRAFFIC APPLICATION CULTEC MANIFOLD DETAIL 12.0" [305 mm] MIN. 1 6.0" [1 52 mm] MIN. 32.0"[813 mm] 1 6.0"[152 mm] MIN. Wce Jw ZU::0W 0� NW ,� U I_ F_ CZ_7HZp�LUH Ln w Q Lu Lm 0 Q W :C ~ U N W u� F- F- 6 6�,LL0D= Lu z Ow0 7:OuI Lu � 02 I- LjjwO�ZU Z a W Zca �o Q Q 7) cV 00J�U Z --- 1QF-uw01-oG Luw2wZL w J Q J 0 N U J O O w rn Z Z 0 U 2 H Z O O H'U�Q�UOO O N N LIIli - w O a r m (Z.7 LTi Z �z I--• o Q w w W = J N o u u N z O IJW 0� z CULTEC RECHARGER V8HD HEAVY DUTY CHAMBER DETAIL SHEET o PROJECT NO: DATE: 06-11-10 • DESIGNED BY: CULTEC, INC. DRAWN BY: RB SCALE: N.T.S. SHEET NO. 1 Of 1 STORM 10� a Z SEWER DETAILS oC u Wce Jw ZU::0W 0� NW ,� U I_ F_ CZ_7HZp�LUH Ln w Q Lu Lm 0 Q W :C ~ U N W u� F- F- 6 6�,LL0D= Lu z Ow0 7:OuI Lu � 02 I- LjjwO�ZU Z a W Zca �o Q Q 7) cV 00J�U Z --- 1QF-uw01-oG Luw2wZL w J Q J 0 N U J O O w rn Z Z 0 U 2 H Z O O H'U�Q�UOO O N N LIIli - w O a r m (Z.7 LTi Z �z I--• o Q w w W = J N o u u N z O IJW 0� z o < • u Ld �_ u Lu T. 10� a Z I.L. oC u u a I p �D Co 0 W 111.0 W U_ Q x Q � '_ V 5 zQ i N Oo . Q Q -- C)- . I\ M w W W Jr J I".. . -,...m _ r-. M J > W JM M W O O 00 Z V / ` \ Q � - /� LO Q1 -] /W O Q1 I = IF =1 = C) Z � 21 Y V) / o ,y 1 ILL /////////,I 1010\ N unnnu 0i Lu u 100103 C5.5 L �I LEGEND Bc = OUTSIDE DIAMETER EDGE OF PAVEMENT, D = INSIDE DIAMETER 34"O.D 24"I.D. CURB, GUTTER OR d = DEPTH OF BEDDING SIMILAR STRUCTURE MATERIAL BELOW PIPE L A A DETECTABLE WARNING MIN 6" TOPSOIL TAPE IN ACCORDANCE ,�• - - - -- -- -_---- --- -- WITH SPECIFICATIONS 12" PLACE 1/2" DIA. EXTRUDABLE 'L' 5 FT. OR LESS: J "B" BORROW OR EQUIV. GRANULAR PREFORMED GASKET MATER Q MIN. 1.25 Bc+12" MATERIAL COMPACTED TO 95% IN EACH KEYWAY -SEE DETAIL pLAN f,/IEyy U STANDARD PROCTOR DENSITY.** 63° m , 'L' GREATER THAN 5 FT NOMINAL 1/2" BUYTL RUBBER REGULAR BACKFILL BASE EXTRUDABLE PREFORMED GASKET MATERIAL TYP. "B" BORROW OR EQUIV. 4"-12" GRANULAR MATERIAL COMPACTED TO HAUNCHING 95% STANDARD PROCTOR DENSITY** 1/2" (Bc/6) 24" 1. D. Bc d **UNLESS MORE STRINGENT 27 3/4" 34" O.D. DEPTH OF BEDDING REQUIREMENT MATERIAL BELOW PIPE NOTES: INCLUDED IN A RECAST CONCRETE ADJ. SPECIFICATIONS R ; RING OR FLANGE OF CASTING. D d MIN. 1. ALL BEDDING, HAUNCHING, AND INITIAL BACKFILL SHALL BE GASKET DETAIL SECTION "A -A" INSTALLED IN 6" BALANCED LIFTS. R 27" & SMALLER 3" 30" TO 60" 4" 2. A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE 66" & LARGER 6" OF THE INSTALLED PIPE. CA -1 PRECAST CONCRETE ADJUSTING RING ST -3 I REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL Cep SCALE: NONE SCALE: NONE LEGEND EDGE OF PAVEMENT, Bc - OUTSIDE DIAMETER 'L'5 FT. OR LESS: CURB, GUTTER OR D =INSIDE DIAMETER "B" BORROW OR EQUIV. GRANULAR SIMILAR STRUCTURE MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY ** L 'L' GREATER THAN 5 FT.: MIN 6" TOPSOIL REGULAR BACKFILL **UNLESS MORE y -- --- i --- ----- - --- -r------ STRINGENT r : REQUIREMENT ! INCLUDED IN * -PRECAST ADJUSTING SECTIONS AVAILABLE J it .. • f SPECIFICATIONS z Y 12 DETECTABLE WARNING LL v f - TAPE IN ACCORDANCE SEE STORM STRUCTURE RIM ELEVATION mWI, H SPECIFICATIONS DATA TABLE FOR CASTING MIN. 1.25 Bc+12" r I Q 0 MIN. 1 z - - - v t- I #8 CRUSHED STONE OR ' Z m . L. APPROVED EQUIV. CLASS I MATERIAL COMPACTED INTO PLACE co i J SS I HAUNCHING (Bc/2) o i _ Bc J4" BEDDING NOTES: - - ------ T .., _. 1 1. ALL BEDDING, HAUNCHING, AND INITIAL BACKFILL SHALL BE 6" OF #2 OR #8 STONE J INSTALLED IN 6" BALANCED LIFTS. Ys. 2. A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. ST -1 BOX INLET DETAIL ST -3A PLASTIC PIPE (PVC AND HDPE) TRENCH DETAIL CA14 SCALE: NONE SCALE: NONE LEGEND FRAME & COVER Bc = OUTSIDE DIAMETER PER STRUCTURE DATA TABLE EDGE OF PAVEMENT, D = INSIDE DIAMETER RIM ELEVATION CURB, GUTTER OR d = DEPTH OF BEDDING SIMILAR STRUCTURE WARNING ON -DETECTABLE MATERIAL BELOW PIPE ASPHALTIC MASTIC L PRECAST CONCRETE ADJUSTING FINISH GRADE r OR BUTYL RUBBER RINGS IF NEEDED (4 MAX) SEAL AT JOINTS 1 MIN 6" TOPSOIL TAPE IN ACCORDANCE -} ECCENTRIC CONE SECTION OR WITH SPECIFICATIONS 24"DIA. REDUCER CAP AS REQUIRED �� _ ------- I---- ----------------- 04 JF_ ��- 7i 00 MIN. 1.25 Bc+12" 'L'5 FT. OR LESS: a FOR D </=42" "B" BORROW OR EQUIV. GRANULAR NOTE: MIN. 1.25 Bc+24" MATERIAL COMPACTED TO 95% FOR D > 42" STANDARD PROCTOR DENSITY.** MANHOLE CONFORMS } 'L' GREATER THAN 5 FT.: E16" O.C. TO ASTM. C-478 FILTER FABRIC J J 12" MAXIMUM �` ` REGULAR BACKFILL i� MIN. #8 WASHED GRAVELz U I.: "B" BORROW OR EQUIV. 5" MIN. - m SPRINGLIN i GRANULAR MATERIAL COMPACTED TO MANHOLE DIAMETER 95% STANDARD PROCTOR DENSITY** SEE TABLE HAUNCHING 6„ O-RING GASKET PRECAST CONCRETE ASPHALTIC MASTIC SECTIONS (Bc/2) **UNLESS MORE OR BUTYL RUBBER Bc I; d STRINGENT SEAL AT JOINTS I - -- ------ ----J.T REQUIREMENT DEPTH OF BEDDING t INCLUDED IN F _< MATERIAL BELOW PIPE NOTES: SPECIFICATIONS BENCHWALLS AT 1. ALL BEDDING, HAUNCHING, AND INITIAL BACKFILL SHALL BE PIPE MIN. 1/2" PER FT. SLOPE D d MIN. INSTALLED IN 6" BALANCED LIFTS. D SIZE REINFORCING MIN. STEEL 27" $SMALLER 3" 2. A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE PIPE FOR 42" DIAM. AND LESS. AREA 0.12 SQ. IN./FT. OF 30" TO 60" 4" 3. A MINIMUM 12" CLEARANCE SHALL BE PROVIDED ON EACH SIDE WIDTH IN BOTH DIRECTIONS. 66" & LARGER 6" OF THE PIPE FOR LARGER THAN 42" DIAM. A REBAR OR WIRE MESH a EQUIVLENT. CORRUGATED METAL PIPE (CMP) TRENCH DETAIL • � I SCALE: NONE 3..J T .. MIN. 6" OF #2 OR #8 STONE J NOTE: MANHOLE STEPS SHALL BE POLYPROPYLENE, POLYPROPYLENE COATED STEEL REINFORCING OR AN APPROVED NON -CORROSIVE FIBERGLASS FINISH GRADE PAVEMENT MATERIAL. THE COPOLYMER POLYPROPYLENE SHALL MEET THE REQUIREMENTS SECTION FINISH GRADE OF ASTM D-4101 REINFORCED WITH DEFORMED 3/8 INCH MINIMUM --�- DIAMETER REINFORCING STEEL CONFORMING TO THE REQUIREMENTS OF ASTM r. ' A-615, GRADE 60. NON -COATED CAST IRON STEPS ARE NOT ACCEPTABLE. PIPE SIZE BOX INLET SCHEDULE W-21" INLET TYPE A B MAX PIPE 0 TYPE A 22" 22" 15" 15" TYPE AM * 24" 24" 18" 18" TYPE B 30" 46" 21" 21" TYPE E,F 30" 30" 21" 21" TYPE J,M 24" 36" 18" 27" TYPE S,T 15" 61" 0" 36" EDGE OF PAVEMENT, Bc - OUTSIDE DIAMETER 'L'5 FT. OR LESS: CURB, GUTTER OR D =INSIDE DIAMETER "B" BORROW OR EQUIV. GRANULAR SIMILAR STRUCTURE MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY ** L 'L' GREATER THAN 5 FT.: MIN 6" TOPSOIL REGULAR BACKFILL **UNLESS MORE y -- --- i --- ----- - --- -r------ STRINGENT r : REQUIREMENT ! INCLUDED IN * -PRECAST ADJUSTING SECTIONS AVAILABLE J it .. • f SPECIFICATIONS z Y 12 DETECTABLE WARNING LL v f - TAPE IN ACCORDANCE SEE STORM STRUCTURE RIM ELEVATION mWI, H SPECIFICATIONS DATA TABLE FOR CASTING MIN. 1.25 Bc+12" r I Q 0 MIN. 1 z - - - v t- I #8 CRUSHED STONE OR ' Z m . L. APPROVED EQUIV. CLASS I MATERIAL COMPACTED INTO PLACE co i J SS I HAUNCHING (Bc/2) o i _ Bc J4" BEDDING NOTES: - - ------ T .., _. 1 1. ALL BEDDING, HAUNCHING, AND INITIAL BACKFILL SHALL BE 6" OF #2 OR #8 STONE J INSTALLED IN 6" BALANCED LIFTS. Ys. 2. A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. ST -1 BOX INLET DETAIL ST -3A PLASTIC PIPE (PVC AND HDPE) TRENCH DETAIL CA14 SCALE: NONE SCALE: NONE LEGEND FRAME & COVER Bc = OUTSIDE DIAMETER PER STRUCTURE DATA TABLE EDGE OF PAVEMENT, D = INSIDE DIAMETER RIM ELEVATION CURB, GUTTER OR d = DEPTH OF BEDDING SIMILAR STRUCTURE WARNING ON -DETECTABLE MATERIAL BELOW PIPE ASPHALTIC MASTIC L PRECAST CONCRETE ADJUSTING FINISH GRADE r OR BUTYL RUBBER RINGS IF NEEDED (4 MAX) SEAL AT JOINTS 1 MIN 6" TOPSOIL TAPE IN ACCORDANCE -} ECCENTRIC CONE SECTION OR WITH SPECIFICATIONS 24"DIA. REDUCER CAP AS REQUIRED �� _ ------- I---- ----------------- 04 JF_ ��- 7i 00 MIN. 1.25 Bc+12" 'L'5 FT. OR LESS: a FOR D </=42" "B" BORROW OR EQUIV. GRANULAR NOTE: MIN. 1.25 Bc+24" MATERIAL COMPACTED TO 95% FOR D > 42" STANDARD PROCTOR DENSITY.** MANHOLE CONFORMS } 'L' GREATER THAN 5 FT.: E16" O.C. TO ASTM. C-478 FILTER FABRIC J J 12" MAXIMUM �` ` REGULAR BACKFILL i� MIN. #8 WASHED GRAVELz U I.: "B" BORROW OR EQUIV. 5" MIN. - m SPRINGLIN i GRANULAR MATERIAL COMPACTED TO MANHOLE DIAMETER 95% STANDARD PROCTOR DENSITY** SEE TABLE HAUNCHING 6„ O-RING GASKET PRECAST CONCRETE ASPHALTIC MASTIC SECTIONS (Bc/2) **UNLESS MORE OR BUTYL RUBBER Bc I; d STRINGENT SEAL AT JOINTS I - -- ------ ----J.T REQUIREMENT DEPTH OF BEDDING t INCLUDED IN F _< MATERIAL BELOW PIPE NOTES: SPECIFICATIONS BENCHWALLS AT 1. ALL BEDDING, HAUNCHING, AND INITIAL BACKFILL SHALL BE PIPE MIN. 1/2" PER FT. SLOPE D d MIN. INSTALLED IN 6" BALANCED LIFTS. D SIZE REINFORCING MIN. STEEL 27" $SMALLER 3" 2. A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE PIPE FOR 42" DIAM. AND LESS. AREA 0.12 SQ. IN./FT. OF 30" TO 60" 4" 3. A MINIMUM 12" CLEARANCE SHALL BE PROVIDED ON EACH SIDE WIDTH IN BOTH DIRECTIONS. 66" & LARGER 6" OF THE PIPE FOR LARGER THAN 42" DIAM. A REBAR OR WIRE MESH a EQUIVLENT. CORRUGATED METAL PIPE (CMP) TRENCH DETAIL • � I SCALE: NONE 3..J T .. MIN. 6" OF #2 OR #8 STONE J NOTE: MANHOLE STEPS SHALL BE POLYPROPYLENE, POLYPROPYLENE COATED STEEL REINFORCING OR AN APPROVED NON -CORROSIVE FIBERGLASS FINISH GRADE PAVEMENT MATERIAL. THE COPOLYMER POLYPROPYLENE SHALL MEET THE REQUIREMENTS SECTION FINISH GRADE OF ASTM D-4101 REINFORCED WITH DEFORMED 3/8 INCH MINIMUM --�- DIAMETER REINFORCING STEEL CONFORMING TO THE REQUIREMENTS OF ASTM r. ' A-615, GRADE 60. NON -COATED CAST IRON STEPS ARE NOT ACCEPTABLE. PIPE SIZE MANHOLE DIAMETERS PIPES ENTERING/LEAVING AT 0°-45° BEND 45°-90° BEND W-21" 48" 48" 24" 48" 60" 27"-30" 60" 60" 33"-36" 60" 72" PIPE SIZE PIPE TURNS MANHOLE DIA. 24"-33' > THAN 45°-90° 60" 33"-36" STRAIGHT THRU 60" 42"-48" UP TO 45° 72" 42" > THAN 45"-90° 84" 48" UP TO 45' 84" 48" > THAN 45°-90° 96" 54"-66" UP TO 60° 96" ST -2 STANDARD STORM SEWER MANHOLE ST-iT UNDERDRAIN/SUBSURFACE DRAIN (SSD) 5T SCALE: NONEI SCALE: NONE J. IIS i! CONCREI t a COLLAR i2 ! ... Ci j s ti - ---- -:SPHALT SETTING CONCRETE CUi_t _.� RIM ELEVATION 010, FiT_ CONC. C-OLLAk FRONT SIDE STRUCTURES Fon,! IG IN A" B" C" D" I j tom" H" BOX INLET MANHOLE 521E 24.75 22 6 I . 24.75 23.63 A, A -M, B*, E*, J' MANHOLE* 1 hdl ® 34 220 20 8 220 21.75 A, A -M, B*, E*, J MANHOLE* * - 4" FLATTOP REQUIRED ** - 6" FLATTOP REQUIRED RECTANGULAR INLE I CASTING SETTING DETAIL j SCALL NONE r 0.10' /M r - - - - 5.00' I I typ. I QD I i- A I 12" I I I I L- -J I L------ -----1 I--- E 1 BEEHIV E r nL HAIIiBAC;K 10,. N01�bAt,<. ® FRONT SIDE A" B" C" D' G" H" 34 22 20 14 2288 15.63 45 35.25 32.88 14 _- ick 22.13 15.63 if ti 11_ Vr1S7 - A, A -M, B*, E*, J" MANHOLE"* B*, J MANHOLE** 4" FLATTOP REQUIRED 6" FLAT FOP REOUIRE1) y DESCRIPTION All CONTROL JOINTS - E" BOX INLET MANHOLE r Z ; 013000011❑❑0❑ �_ 9" -BEEHIVE ® ►. L, 0000:31100 26.5C I•• 0000 ❑❑❑ i r 25.750 A -M, B*, E*, J* MANHOLE 1. 0000:3000 ' va110��0 9" -BEEHIVE ® 35.50 CONCRETE COLLAR co� AS SHOWN ON 00 bo UTILITY PLAN 35.50 26.512 24.130 7 25.750 A -M, B*, E*, J* MANHOLE A RETE PIPE TOE ANCHOR .., ,. LEVATION TOPSOIL CONCRETE * - 4" FLATTOP REQUIRED COLLAR Affma I- 6" min. - /b \ _ U U�f--Q oce 00=z cC EARTH BACKFILL Approx. Q A x C x D x L, R2 Weight 5" 4'-3" FILTER FABRIC ? . • 1 /8" 9" 800 „Z V4, 7" 4'-0" 6-3" ? r ! 1/2" 11" 1100 #8 WASHED GRAVEL t" COMPACTED 48 STONE 6-2" 3 112" 12" 1300 H = NOU?QOUO 2aj 3'-6" 6'-3" 6" DIAM. PERFORATED 1 l8" 13" PERFORATED w I „ PLASTIC PIPE 6'4" 4 0 PLASTIC PIPE 6" 6 "TO 1800 NO MEET AASHTO M252 LL TO MEET AASHTO M252 N 3 114` 1'-1" 2'-5" (6" DIAM. UNLESS OTHERWISE SHOWN) 4'-t: 1 9/16' 141/2" 2100 C) z0" PAVEMENT AREAS 6'-3" YARD AREAS 1 t2" 15" ST -2 STANDARD STORM SEWER MANHOLE ST-iT UNDERDRAIN/SUBSURFACE DRAIN (SSD) 5T SCALE: NONEI SCALE: NONE J. IIS i! CONCREI t a COLLAR i2 ! ... Ci j s ti - ---- -:SPHALT SETTING CONCRETE CUi_t _.� RIM ELEVATION 010, FiT_ CONC. C-OLLAk FRONT SIDE STRUCTURES Fon,! IG IN A" B" C" D" I j tom" H" BOX INLET MANHOLE 521E 24.75 22 6 I . 24.75 23.63 A, A -M, B*, E*, J' MANHOLE* 1 hdl ® 34 220 20 8 220 21.75 A, A -M, B*, E*, J MANHOLE* * - 4" FLATTOP REQUIRED ** - 6" FLATTOP REQUIRED RECTANGULAR INLE I CASTING SETTING DETAIL j SCALL NONE r 0.10' /M r - - - - 5.00' I I typ. I QD I i- A I 12" I I I I L- -J I L------ -----1 I--- E 1 BEEHIV E r nL HAIIiBAC;K 10,. N01�bAt,<. ® FRONT SIDE A" B" C" D' G" H" 34 22 20 14 2288 15.63 45 35.25 32.88 14 _- ick 22.13 15.63 STRUCTURF6 BOX INLET MANHOLE - A, A -M, B*, E*, J" MANHOLE"* B*, J MANHOLE** 4" FLATTOP REQUIRED 6" FLAT FOP REOUIRE1) y DESCRIPTION -B A SECTION "A -A" A . 09. - FRONT STRUCTURES CASTING DESCRIPTION All CONTROL JOINTS - E" BOX INLET MANHOLE r Z ; 013000011❑❑0❑ �_ 9" -BEEHIVE ® ►. L, 0000:31100 26.5C I•• 0000 ❑❑❑ i r 25.750 A -M, B*, E*, J* MANHOLE 1. 0000:3000 ' va110��0 9" -BEEHIVE ® 35.50 CONCRETE COLLAR ° AS SHOWN ON R-2561 -A UTILITY PLAN 35.50 26.512 24.130 7 25.750 A -M, B*, E*, J* MANHOLE A RETE PIPE TOE ANCHOR .., ,. LEVATION ON CONCRETE * - 4" FLATTOP REQUIRED COLLAR Affma I- 6" min. - /b �I N - CHAIRBACK CURB CASTING SETTING DETAIL CA -8 SCALE NONE H on inlet end e; b t ) 112' k I j A CUNCRE I k- ENU SECTION -y---- d length of culvert �� Riprap to oC. placed End Section on side slope when Length (D) called for on plans. SLOPE DETAIL Diameter i, N ° It I I / I I I I SECTION Y - Y ! Q 12"CtoC _I i Max. Spacing 3 ;y- I rioc;r. N a .,Ci J�,r�l nrulfC iC:ed • u ult 'Ips AJ 1 M Ueaiyndtion i> 1r2" Uian,. Lions 6' - FRONT STRUCTURES CASTING DESCRIPTION All B" C" D" E" BOX INLET MANHOLE R -2560-E2 9" -BEEHIVE ® 35.50 26.5C 24.130 7 25.750 A -M, B*, E*, J* MANHOLE R-2561 9" -BEEHIVE ® 35.50 26.512 24.130 7 25.750 A -M, B*, E*, J* MANHOLE R-2561 -A 6" -BEEHIVE ® 35.50 26.512 24.130 7 25.750 A -M, B*, E*, J* MANHOLE RETE PIPE TOE ANCHOR .., ,. ,LuUIRED ON ALL CONCRETE * - 4" FLATTOP REQUIRED - CHAIRBACK CURB CASTING SETTING DETAIL CA -8 SCALE NONE H on inlet end e; b t ) 112' k I j A CUNCRE I k- ENU SECTION -y---- d length of culvert �� Riprap to oC. placed End Section on side slope when Length (D) called for on plans. SLOPE DETAIL Diameter i, N ° It I I / I I I I SECTION Y - Y ! Q 12"CtoC _I i Max. Spacing 3 ;y- I rioc;r. N a .,Ci J�,r�l nrulfC iC:ed • u ult 'Ips AJ 1 M Ueaiyndtion i> 1r2" Uian,. Lions 6' - Ld A Cia r, E+2T O U r �LwHi ,:110N ,t -(TION A -A I'Vt �It. U N w Q D 2 U n ANW ACTURE OF END SEC] i n id ACCORDANCE WITH ASTM C!6 RETE PIPE TOE ANCHOR .., ,. ,LuUIRED ON ALL CONCRETE IP -_ t -ND SECTIONS. Z ? d H w _ U U�f--Q oce 00=z cC = Lu 00:E e Approx. Q A x C x D x L, R2 Weight 5" 4'-3" 6-2" ? . • 1 /8" 9" 800 „Z V4, 7" 4'-0" 6-3" ? r ! 1/2" 11" 1100 Q Q U w O F- d oC w w c w w t" 11" 4'-1" 6-2" 3 112" 12" 1300 H = NOU?QOUO 3'-6" 6'-3" 3 e� i 1 l8" 13" 1500 w I „ _ 1, 1'-0" 2'-8" 6'4" 4 0 _ 3/16' 14" 1800 NO OO LL N 3 114` 1'-1" 2'-5" 6'-3" 4'-t: 1 9/16' 141/2" 2100 C) z0" 1 1,2" V-2" V-10' 6'-3" 5 1 t2" 15" 2400 s/4° V-3" X-6" 8'4" 'i-6 I ,34' 17 1/2" 4100 i6" 1' 1'-5" 3'-1" 8'-3" i 6 ., ;::l,116" 20" 4200 N W E LU J - M _ °+�' O J \ / en m ZIii C9 H- 1:J tolerance t 1" >m 0 N lie > z LU w w w C41-4 100 O -4 BEEHIVE INLET CASTING SETTING DETAIL SCALE: NONE AST IRON GRATE ER PLAN Jyloplast Standard, Solid, Dome, edestrian Style Grates) INLET AND OUTLET ADAPTORS PER PLAN 4" THRU 30" DETAILS PROVIDED BY: Nyloplast America, Inc. 3130 Verona Avenue Buford, Georgia 30518 ST -9A PRECAS I CONCRETE END SECTION CA -2 SCALE NONE 0 A NYLOPLAST DRAIN BASIN DETAIL SCALE: NONE NEENAH R-1 772-A SERIES MANHOLE FRAMES, SOLID LID CONTROL JOIN 12" m RIM ELEVATION N :10 11 7. All 0000 0011 4- lu 1:10011 1100 _a I•� r 1311❑❑ ❑❑❑ -1 ,. ❑000 ❑❑❑ / \� u ❑❑❑ ❑OD ,r / / fsf' A CONCRETE COLLAR WITHIN ASPHALT AREAS C CONCRETE COL R 2 min. B 6" min. A SECTION IIA -All ASPHALT SETTING YARD SETTING FRONT STRUCTURES CASTING DESCRIPTION All B" C" D" E" BOX INLET =MANHOLE R -1772-A SOLID LID ® 3601 2501 210 1 7 22.75 A, A -M, B*, E*, J* I MANHOLE 4" FLATTOP REQUIRED SOLID LID CASTING SETTING DETAIL SCALE: NONE STORM SEWER DETAILS 0 I Scale: AS NOTED 100103 C5*6 Ld wz > O U cn U J w OU��Z w W OC aWuLUI > U N w Q D 2 U C7HZ0�:w2w- LLJ Lij w mw :)U Z ? d H w _ U U�f--Q oce 00=z cC = Lu 00:E e Q F= - Zww�ZU ZQOm C QZ pC QZCR a�aON 4U -<O -M U Q Q U w O F- d oC w w c w w 0 oZWo0ZU U , H = NOU?QOUO - o w Co o U LU NO OO LL N V co (n Z C) 0% Q CO o V) M N N W E LU J - M _ °+�' O J \ / en m ZIii C9 H- 1:J V) W >m 0 N lie > z LU w w w C41-4 100 O 0 0 0 N Q 00 Z 100103 C5*6 General Notes Concrete Properties * Air Entrained Concrete * Slump < 5 inch * Coarse Aggregate < 1 inch * Properly Cure Concrete for 5 Days * Compressive Strength at 28 Days - 3,000 p.s.i. * Concrete Cover 3 Inch for All Reinforcing Bar Reinforcing Properties * Reinforcing Bars ASTM A615 Grade 60 * Welded Wire Fabric (WWH) ASTM A185 Sheets Only Design Criteria * H-20 Loadings * Impact Factor - 30% Codes * ACI 318 Building Code for Reinforced Concrete * ASTM F1759 - Design of HDPE Chamber for Subsurface Application * ASTM D2321 - Crushed Stone Compaction Criteria Excavation * Slopes should be constructed in accordance with OSHA standards. Without any specific details of excavation depth and material type, excavation slopes should be no steeperthan 2:1 (horizontal - vertical). If steeper slopes are desired, site specific information regarding excavation depth and/or desired slope height should be forwarded to the Engineer. Rebar Depths I 3"T__ Top B.irs # 5's @ 4" Spacing and 50" +/- Lorry } �4" O,C.E.W., Typ. 1" Clear (Typ.) 2'-8" OD \V TYPICAL DETAIL FOR TOP BARS FOR ALL CHAMBER SIZES 6"O.C.E.W., Typ. r 4" p D, Manway moi;' Bottom Bars (see table) PLAN HDPE Swirl Chamber (Slab # AS -4 - as shown; others - similar) No Contact Between HDPE Riser and Frame Top Bars Manhole Frame #5 Bars @ 4" Spacing and Cover Around Opening Rim Elevation to 3" Pavement Bottom Bars Match Finished Grade (see table) 2'-8' 4" Frame Depth - 3 1/2" - Soil 30" Innes ==soil ---- ----_--- Diameter Swirl -_-_-_---- 42^ Riser Chamber 42^ __ Top This detail is for bidding purposes only HDPE Swirl Chamber ASTM D2321 Gass II Crushe 0 19'" i.200/ 1"111` and should not be used for construlct�on. Stone Baclffill with 90 /o Concrete pad must be designed by a PE Proctor Density Plan Vi ew i using ASTM F-1759 in order to be H-20 _ i Load Compatible. j 'n � D� 1612". Id ocn ASTM D2321 Class 1 Crushed. Drawl r Stone Backfill with 95% .. R 5,t Dnv kAtanooga, TN 37343 -Scale, r -- Proctor Density + 888,144 90 --4 i ax (423) 826-2112 Datt t ._datry ,�.,.3�iaei�n�.com U.S. Palent ' t�+'3 and other Patent Pen This is a Sample Detail, Please contact AquaShield, Inc. for more Information SECTION U.S. Patent No. 6524,+/ Aqua -Swirl Stormwater CONCRETE/ PAVEMENT Rev. Date Description of Revlsicr, AquaShieldip Document: PAD STANDARD Treatment System 11-11T 51-1111 - DrawnJTD 2733 Kanasita Drive, Typical Concrete/Pavement Suite B, Chattanooga, TN 37343 : 1:4 Phone (888) 344-9044 Fax (423) 826-2112 Scale: 1:40 www.aquashieldinc.com Detail for H-20 LoadingDate: 12/20/06 U.S. Patent No. 6524473 - - - - - long Stub -out by Manufacturer. 1 2411 10 mm] OD Max :hed Baffles ,forced Top tagonal Base Plate Manhole Frame and - Cover by Manufacturer. (See Details) Grade (Rim) Reinforced Top Swirl In 104" [2642 mm] Vent Arched Baffles Rim elevations to match finished grade. HDPE risers can be field 32„ cut by Contractor. [813 mm] OD - Riser Varies J_ Phone (888) 344-9044 www.aggashieldinc.com 12 1305 m • .•r -.ter-.► Section A -A Gravel Backfill shaI at least 3.5 feet [1.0tward f ore Swirl Concenfor the full height of Concentrator (inclr)extending laterallyturbedsoils. (See MH De) 4211 [1067 mm] Gravel Backfill Undisturbed Soil ua-Swirl Concentrator Model AS -5 CFD Standard Detail Lu in UWQf 21" PIPE U I.E.:877.311 i.E.:877.40 W FOR H-20 LOADING PIPE COUPLINGS BY CONTRACTOR TREATMENT FLOW: 4.38-cfs WATER QUALITY TREATMENT UNIT AS -5 CFD ONLINE WATER QUALITY TREATMENT UNIT DETAIL SCALE: NONE Evans, Mechwart, Hambleton & Tilton, Inc. Engineers • Surveyors • Planners • Scientists 7400 North Shadeland Avenue, Suite 150 INDIANAPOLIS, INDIANA 46250 TELEPHONE (31 7) 913-6930 FACSIMILE (317) 913-6928 WWW.EMHT.COM STORMWATER QUALITY PLAN 0 Scale: AS NOTED Lu w >> NU Jw �UX�-OZLU Q L U U 1Z F - Z7: U c�F-zpLU Ll 1: U O < d w U `n ZU < �� O0=z Ow0 UU� 2 0 = w N<o' Z w � Z U w < 0Q�o Z CL (L C4 0J�ZUF- N < Z 0 O Q�U,pF-oc d w w c w Z a U J < J LU 0 V) Z LU Z U 7-- C) lV N i E U.- 111 C) N m (% w Z Uj F- 43 U Z w LU w 0 V U N Z 0 w z Standard Slab Sizes For Covering Swirl Chambers o Swirl AS Model Chamber * Outer diameter (Ft.) Slab Size Width (ft .) x Length (ft.) x Depth (in.) Bottom Required Rebar (6"O.C.) EachWay Required Concrete Volume in Cubic Yards AS -2 2.7 6.5 x 6.5 x 10 •5's 1.3 AS -3 3.5 6.5 x 6.5 x 10 05's 1.3 AS -4 4.5 6.5 x 6.5 x 13 *S's 1.3 AS -5 5.6 7.5 x 7.5 x 10 *6's 1.7 AS -6 6.7 8.5x6.5x12 i6's 2.7 AS -7 7.8 30 x 30 x 12 *7's 3.7 AS -8 8.9 11 x 11 x 12 +ire's 4.5 ASA 10.0 12x12x12 #a's 5.3 AS -10 11.1 13 x 13 x 12 *9's6.3 AS -12 13.0 15 x15 x13 #10's 9.0 Rebar Depths I 3"T__ Top B.irs # 5's @ 4" Spacing and 50" +/- Lorry } �4" O,C.E.W., Typ. 1" Clear (Typ.) 2'-8" OD \V TYPICAL DETAIL FOR TOP BARS FOR ALL CHAMBER SIZES 6"O.C.E.W., Typ. r 4" p D, Manway moi;' Bottom Bars (see table) PLAN HDPE Swirl Chamber (Slab # AS -4 - as shown; others - similar) No Contact Between HDPE Riser and Frame Top Bars Manhole Frame #5 Bars @ 4" Spacing and Cover Around Opening Rim Elevation to 3" Pavement Bottom Bars Match Finished Grade (see table) 2'-8' 4" Frame Depth - 3 1/2" - Soil 30" Innes ==soil ---- ----_--- Diameter Swirl -_-_-_---- 42^ Riser Chamber 42^ __ Top This detail is for bidding purposes only HDPE Swirl Chamber ASTM D2321 Gass II Crushe 0 19'" i.200/ 1"111` and should not be used for construlct�on. Stone Baclffill with 90 /o Concrete pad must be designed by a PE Proctor Density Plan Vi ew i using ASTM F-1759 in order to be H-20 _ i Load Compatible. j 'n � D� 1612". Id ocn ASTM D2321 Class 1 Crushed. Drawl r Stone Backfill with 95% .. R 5,t Dnv kAtanooga, TN 37343 -Scale, r -- Proctor Density + 888,144 90 --4 i ax (423) 826-2112 Datt t ._datry ,�.,.3�iaei�n�.com U.S. Palent ' t�+'3 and other Patent Pen This is a Sample Detail, Please contact AquaShield, Inc. for more Information SECTION U.S. Patent No. 6524,+/ Aqua -Swirl Stormwater CONCRETE/ PAVEMENT Rev. Date Description of Revlsicr, AquaShieldip Document: PAD STANDARD Treatment System 11-11T 51-1111 - DrawnJTD 2733 Kanasita Drive, Typical Concrete/Pavement Suite B, Chattanooga, TN 37343 : 1:4 Phone (888) 344-9044 Fax (423) 826-2112 Scale: 1:40 www.aquashieldinc.com Detail for H-20 LoadingDate: 12/20/06 U.S. Patent No. 6524473 - - - - - long Stub -out by Manufacturer. 1 2411 10 mm] OD Max :hed Baffles ,forced Top tagonal Base Plate Manhole Frame and - Cover by Manufacturer. (See Details) Grade (Rim) Reinforced Top Swirl In 104" [2642 mm] Vent Arched Baffles Rim elevations to match finished grade. HDPE risers can be field 32„ cut by Contractor. [813 mm] OD - Riser Varies J_ Phone (888) 344-9044 www.aggashieldinc.com 12 1305 m • .•r -.ter-.► Section A -A Gravel Backfill shaI at least 3.5 feet [1.0tward f ore Swirl Concenfor the full height of Concentrator (inclr)extending laterallyturbedsoils. (See MH De) 4211 [1067 mm] Gravel Backfill Undisturbed Soil ua-Swirl Concentrator Model AS -5 CFD Standard Detail Lu in UWQf 21" PIPE U I.E.:877.311 i.E.:877.40 W FOR H-20 LOADING PIPE COUPLINGS BY CONTRACTOR TREATMENT FLOW: 4.38-cfs WATER QUALITY TREATMENT UNIT AS -5 CFD ONLINE WATER QUALITY TREATMENT UNIT DETAIL SCALE: NONE Evans, Mechwart, Hambleton & Tilton, Inc. Engineers • Surveyors • Planners • Scientists 7400 North Shadeland Avenue, Suite 150 INDIANAPOLIS, INDIANA 46250 TELEPHONE (31 7) 913-6930 FACSIMILE (317) 913-6928 WWW.EMHT.COM STORMWATER QUALITY PLAN 0 Scale: AS NOTED Lu w >> NU Jw �UX�-OZLU Q L U U 1Z F - Z7: U c�F-zpLU Ll 1: U O < d w U `n ZU < �� O0=z Ow0 UU� 2 0 = w N<o' Z w � Z U w < 0Q�o Z CL (L C4 0J�ZUF- N < Z 0 O Q�U,pF-oc d w w c w Z a U J < J LU 0 V) Z LU Z U 7-- C) lV N i E U.- 111 C) N m (% w Z Uj F- 43 U Z w LU w 0 V U N Z 0 w z o U W U LLJQ Z GC U U� - o m o LL.. Lu U _� I_ -00 Z o . Q V) z co Cn M w/ LU LL J m J M J > LU J M m 0 O 00 Z 100103 C597 4" wide painted pavement marking 3/4" dia. holes for 1/2" dia. x 18" pins driven flush with top. Reinforce bumper with 243 bars. Beveled Edge, typ. NOTE: Dimenstions indicated are minimums. Manufacturers' standards in excess are acceptable. PARKING BUMPER Scale: Not to Scale Concrete curb - Refer to Detail 4/C6.0 ADA -compliant 24" wide truncated dome unit pavers (Whitacre -Greer: Dark Antique #33) Concrete 1:14 sidewalk e T (min.) SIDEWALK RAMP WITH CURB ADA -compliant 24" wide truncated dome unit pavers (Whitacre -Greer: Dark Antique #33) 1/4" deep Sawn or Tooled Grooves, 4" O.C. typ. Min. 3" gap between groove and ramp break New Concrete f 1.Sidewalk 1% may, slope s ope T (min. 3' (max. Ledge 1/4" deep Sawn Grooves, 4" O.C. typ. Min. 3" gap between groove and ramp break ADA -compliant 24" wide truncated dome unit pavers (Whitacre -Greer: Dark Antique #33) INTEGRATED SIDEWALK RAMP ACCESSIBLE RAMP CONFIGURATIONS Not to scale 6" galva (1/4" wa Fill with Ya" Crowned Existing or Grade 3,000 psi C.I. STEEL PIPE BOLLARD Scale: 3/4"= 1'4' CROSSWALK RAMP NOTE: All ramp types shown in this detail are Prototypical Configurations. Minor adlustments may be required to accommodate specific field conditions. Coordinate adjustments and alterations in the field with the Landscape Architect. Ensure that positive drainage is maintained on and around each ramp to prevent birdbaths and ponding. NOTE: ALL STRIPES TO BE 4" PAINTED WHITE ACCESSIBLE PARKING SYMBOL Not to Scale ACCESSIBLE PARKING 151(_.JN NUL cv SLale 2 u Z-8" 2'-8," i ❑o 1 , i 4 BIKE RACK CURB MOUNT, rYt. I --LAN LAYOUT tl J / i' 12" 1 1/2" Rad. /—Finish Grade c Top of _ Pavement `D Class "A" Concrete (4,000 psi). Reinforce with Fiber Additive. q –�— Compacted Subgrade NOTES: 1. Curb shall have Y2" expansion joints at 40'-0" max, control joints at 8'-0" max. unless otherwise noted. 6„ 2. Control joints shall be cut Y4 depth of total thickness of slab. E 3. Fiber additive: Virgin nylon fibers, 3Y4" length, Nycon by Nycon Inc., or Forta Nylon by Forta Corporation, added at the batch plant at 1 Ib. per cu. yd. of concrete. 4. Integral curb with concrete pavement &/or sidewalk shall be similar shape. All work associated with the installation of this curbing shall conform to the latest revision of the City of Carmel concrete curb policy. KA CONCRETE BARRIER CURB rra_ RACK PAVEMENT: i.,,)NC. SLAB EQUAL TO CONC. WALK. rii-FER TO CONIC. WALK DETAIL ON I"HIS SHEET. I ; MADRAX tj 1i,; MODEL U-.),�tf ,t Pc ;, VDER COATED BLACK, EQUAL 2" SCHEDt-1, 1. +. i1iPt.. (28" O.D.) I 1 LAG BOL -1; t FINISt , BIKE Rx r, c ,,IENI- t i fllstail bike racks per manufacturer's re(;on-irnendations. ty ir1_` Ilsh shall be gloss black powder coat. SEC;'i K..)lv �Dt-iR1-H6E Iv1UUNT 1loer to the Site Key Plan for locations and quantities of o iKu racks. s1Kv racks shall be surface mounted wrien located atop �I�E��C ,Il�.re:te pavements. Nu SLalt 6" cau T Gontroi ,jut , ��vamer:c i U160k, VC111t'Z, Mete! i!- �, ulauirly Neal n 11ex _ _ __ V 01 o SK 1`- -- �- 4,000 psi Concrete with Fiber Additive " 6„ Compacted Aggregate #53 - -- Compacted Subgrade NOTES: 1. Curb sit 111 : , ti xpansion joints at 40'-0" max, control joins ,i i u"' ioax, unless otherwise noted. 2. ConLrui,,._I., noo ue cut one quarter depth of totai thickness of 3. Fibei i;,,ll, nylon fibers, %4" length, Nycon by Nycon Irl+ ," r;xta Nylon by Forta Corporation, added at the himit at 1 Ib. per cu. yd. of concrete. IN I' EGKAL CONCREI t (AJRB & WALK —0" VARIES (SEE PLAN SHEETS) REINFORCE WITH FIBER ADDITIVE TENSAR BX 1100 GEOGRID OR EQUAL (ONLY REQUIRED AT LOADING AREA) INSTALLED IN TWO LIFTS VV COMPACTED SUBGRADE HEAVY-DUTY CONCRETE PAVEMENT SCALE: NOT TO SCALE Varies (See Plan Sheets) Finish Grade 4,000 psi Fiber Reinforced Concrete. Refer to notes for jointing and fiber additive requirements. I Y I�VII1t.1Gl.lCU liIUJIIGU JIVIIG Compacted Subgrade NOTES: 1. Provide expansion joints at intersections of proposed concrete walks and other concrete walks, with building slabs, and at other points as indicated on the drawings. 2. Refer to the Site Key Plan for the proposed locations of expansion and control joints. 3. Fiber additive: Virgin nylon fibers, Y4" length, Nycon by Nycon Inc., or Forta Nylon by Forta Corporation, added at the batch plant at 1 Ib. per cu. yd. of concrete. CONCRETE WALK WITH FIBER ADDITIVE Not to scale Bituminuous Surface #11 Tack Coat Bituminous Binder #8 #53 Compacted Crushed Stone I Existing or Compacted Subgrade CONDITION 2: Parking Bituminuous Surface #11 Tack Coat Bituminous Binder #8 Compacted Aggregate #53 Compacted Aggregate #2 Compacted Subgrade ASPHALT PAVEMENT Not to Scale 11/2" 3" or 3" 4" CONDITION 1: Drives CONTEXT landscape architecture 12 S. Main Street, Suite 100 Fortville, IN 46040 tel 317.485.6900 fax 317.485.6912 www.context-design.com SITE DETAILS Lj w13� Z 12" n �w XJ z LU 10 itt5trtvtB }�}-- Green Illuminating Q wLU� °CwU rn ! Tape (Letters) ""RESERVED 00�,�� r*-. 2 NE: Q PARKING 1-wd�3zU w LU f. -- Blue Illuminating ii Tape (Symbol Blof;,,, -- White Illuminatiny 7i- VAN 0 z,U„DZ�O(D Tape(Backgrounu�10- �aVw01-oC ww<ww� azWoozo ACCESSIBLE-- Only for Spaces U v Van Accessible' _. - --- Green Illuminatiny (Border and Arrow No arrow when a single non -van space) 2 Ib. Steel Sign Pos, (Painted BlacKi Provide 1" Slope @ fop of Footing (when not in concrete walk) -- 4,000 psi Concrete— - i -opting. Recess Footing 4" Below Concrete Walk - ACCESSIBLE PARKING 151(_.JN NUL cv SLale 2 u Z-8" 2'-8," i ❑o 1 , i 4 BIKE RACK CURB MOUNT, rYt. I --LAN LAYOUT tl J / i' 12" 1 1/2" Rad. /—Finish Grade c Top of _ Pavement `D Class "A" Concrete (4,000 psi). Reinforce with Fiber Additive. q –�— Compacted Subgrade NOTES: 1. Curb shall have Y2" expansion joints at 40'-0" max, control joints at 8'-0" max. unless otherwise noted. 6„ 2. Control joints shall be cut Y4 depth of total thickness of slab. E 3. Fiber additive: Virgin nylon fibers, 3Y4" length, Nycon by Nycon Inc., or Forta Nylon by Forta Corporation, added at the batch plant at 1 Ib. per cu. yd. of concrete. 4. Integral curb with concrete pavement &/or sidewalk shall be similar shape. All work associated with the installation of this curbing shall conform to the latest revision of the City of Carmel concrete curb policy. KA CONCRETE BARRIER CURB rra_ RACK PAVEMENT: i.,,)NC. SLAB EQUAL TO CONC. WALK. rii-FER TO CONIC. WALK DETAIL ON I"HIS SHEET. I ; MADRAX tj 1i,; MODEL U-.),�tf ,t Pc ;, VDER COATED BLACK, EQUAL 2" SCHEDt-1, 1. +. i1iPt.. (28" O.D.) I 1 LAG BOL -1; t FINISt , BIKE Rx r, c ,,IENI- t i fllstail bike racks per manufacturer's re(;on-irnendations. ty ir1_` Ilsh shall be gloss black powder coat. SEC;'i K..)lv �Dt-iR1-H6E Iv1UUNT 1loer to the Site Key Plan for locations and quantities of o iKu racks. s1Kv racks shall be surface mounted wrien located atop �I�E��C ,Il�.re:te pavements. Nu SLalt 6" cau T Gontroi ,jut , ��vamer:c i U160k, VC111t'Z, Mete! i!- �, ulauirly Neal n 11ex _ _ __ V 01 o SK 1`- -- �- 4,000 psi Concrete with Fiber Additive " 6„ Compacted Aggregate #53 - -- Compacted Subgrade NOTES: 1. Curb sit 111 : , ti xpansion joints at 40'-0" max, control joins ,i i u"' ioax, unless otherwise noted. 2. ConLrui,,._I., noo ue cut one quarter depth of totai thickness of 3. Fibei i;,,ll, nylon fibers, %4" length, Nycon by Nycon Irl+ ," r;xta Nylon by Forta Corporation, added at the himit at 1 Ib. per cu. yd. of concrete. IN I' EGKAL CONCREI t (AJRB & WALK —0" VARIES (SEE PLAN SHEETS) REINFORCE WITH FIBER ADDITIVE TENSAR BX 1100 GEOGRID OR EQUAL (ONLY REQUIRED AT LOADING AREA) INSTALLED IN TWO LIFTS VV COMPACTED SUBGRADE HEAVY-DUTY CONCRETE PAVEMENT SCALE: NOT TO SCALE Varies (See Plan Sheets) Finish Grade 4,000 psi Fiber Reinforced Concrete. Refer to notes for jointing and fiber additive requirements. I Y I�VII1t.1Gl.lCU liIUJIIGU JIVIIG Compacted Subgrade NOTES: 1. Provide expansion joints at intersections of proposed concrete walks and other concrete walks, with building slabs, and at other points as indicated on the drawings. 2. Refer to the Site Key Plan for the proposed locations of expansion and control joints. 3. Fiber additive: Virgin nylon fibers, Y4" length, Nycon by Nycon Inc., or Forta Nylon by Forta Corporation, added at the batch plant at 1 Ib. per cu. yd. of concrete. CONCRETE WALK WITH FIBER ADDITIVE Not to scale Bituminuous Surface #11 Tack Coat Bituminous Binder #8 #53 Compacted Crushed Stone I Existing or Compacted Subgrade CONDITION 2: Parking Bituminuous Surface #11 Tack Coat Bituminous Binder #8 Compacted Aggregate #53 Compacted Aggregate #2 Compacted Subgrade ASPHALT PAVEMENT Not to Scale 11/2" 3" or 3" 4" CONDITION 1: Drives CONTEXT landscape architecture 12 S. Main Street, Suite 100 Fortville, IN 46040 tel 317.485.6900 fax 317.485.6912 www.context-design.com SITE DETAILS Lj w13� Z w U n �w XJ z LU Z QulUUw (A LLJ U �- z2z003:0c Q C7 Q wLU� °CwU rn LIJ �z D13l —w°C Q �W"0 z Z 00�,�� r*-. 2 NE: Q W J > 1-wd�3zU w LU ZH0O°�" c J O z 0 z,U„DZ�O(D Cal O �aVw01-oC ww<ww� azWoozo a U H 2 �0U?Q�OUO 0 N Cr N W m (7 1: w w FN^- U 0 CL LU mCO i LU Z LU 3 U z U.J LU W J {% 0 U U V, ti z 0 0 V Ui oC H III Q QZ �C U m LLJ o o %D w U n ~v V) Z O o 00 � Q 00 rn (~ Z rh r..% r*-. J W J > M LU J LU U Cq Cal O a Z Sla«3�jF t3�a�3Qt:¢323it o° zN ✓° w � n sus z O *mei a p, ,'gid, `"�.< F e><' . �•`'',�� J °rQ"�t�9f>'fi3w031�3aQA LU LU U 100103 C6.0 PLANT SCHEDULE Symbol Botanical Name Common Name Size I Contain( TREES Ace -s Acer saccharum 'Commemoration' Commemoration Sugar Maple 2,5" cal. B&B Arne -x Amelanchierx grandiflora'Autumn Brilliance' Autumn Brilliance Serviceberry 8' ht. B&B Cra-x Crataegus viridis 'Winter King' Winter King Hawthorn 8' ht. B&B Cor -x Cornus florida 'Cherokee Brave' Cherokee Brave Red Flowering Dogwood 1.5" cal. B&B Gle-t ,Gleditsia triacanthos inermis Impcole Imperial Honeylocust 2.5" cal. B&B Liq-s Liquidambar styraciflua Sweetgum 2.5" cal. B&B Lir-t Liriodendron tulipifera Tulip Poplar 2.5" cal. B&B Que-b Quercus bicolor Swamp White Oak 2.5" cal. container SHRUBS Fot-g Fothergilla gardenii Dwarf Fothergilla 18" container Ile -g Ilex glabra'Compacta' Compact Inkbeny 24" container Ite-v Itea virginica'Henry's Garnet' Henry's Garnet Sweetspire 24" container Rho -x Rhododendron x PJM PJM Rhododendron 24" container Thu -x Thuja occidentalis'Little Gem' Little Gem Arborvitae 24" container Vib-d Viburnum dentatum 'Christom' Blue Muffin Viburnum 24" container GROUNDCOVERS AND GRASSES Ech-x Echinacea'Pixie Meadowbrite' 'Pixie Meadowbrite' Purple Coneflower #1 pot Lam -m Lamium maculatum 'Ghost' Ghost Spotted Dead Nettle #1 pot Lir-m Liriope muscari 'Big Blue' Big Blue Lily Turf #1 pot TREE RELOCATION SCHEDULE Symbol Type Size TREES R1 Dogwood 4" cal. R2 Crabapple 3" cal. R3 Crabapple 3" cal. R4 Crabapple 8" cal. R5 Pear 5" cal. R6 Pear 5" cal. ;I >Ualttly j Notes 0 DU :.; �,yiwnetrical, full XU H Q►i5MOw Z O� W� � Z=Qo2ww nfulti-stemmed, 3-5 stems fn,i Q � t ' multi -stemmed, 3-5 stems nii ;,, j_ w _ )yinrnetrical, full 0Louw?IU_ .2 W ��_ synonetrical, full 2 oW"Oo=z oyiwnetrical, full °C Q =Oo=oUc� L w � �' r= Q �Zww3zu syn,irnetrical, full ZQO00� _ sytrfinetrical, full QZ d e Qr-�OQ o s4 space @ 2'-0" o.c. t_ 4 2b } space @ 5'-0" o.c. J space @ 3'-0" o.c. u space @ 4'-0" O.C. L' I space @ T-0" o.c. w oZLU ZUO U , r f space @ 5'-0" o.c. 4Z space @ 18" o.c. { } space @ 18" o.c. m a i space @ 18" o.c. _ Adjacent building slab or iauc; ,.)f war Drill 6" into existing slau; yrk;ut oulm 1/2" wide sealed expai+3iurn iu,r: Y2" dia. smooth dowel, 12" long, 18" a 1; .;e, [teiek. in slab, sleeve ,.me el a Concreiu 4diKwa, NOTE: Tum down concrete and dowel at all threshold conditions, where new concrete abuts existing slabs, and at proposed stairs and walls. nn\A/CI C I K i i` i"'tK jig's J T'L_ };:;\ TL-1Ill CCLAd ,, Scale: I "=1'4' NOTE: Expansion joint material shall uk: "Zip -Strip" expansion material wit, removable cap by Greenstreak or approved equal. 1/2" -7rfi I IA" . I I _._ 3/8" deep, typica Heel -grade seaiat t, #5 smooth bar: 12 centered in slab, yrea , EXPANSION JOIN l As indicated on plan draw, �j expansion joints where conutn. ._61. - meet and anywhere concfutt.: required. -- Straight, true sawn lu w to wall face in all applicable condrt;,:,:. SAWN CONTROL juii As indicated on plan drawuty, ,,u,,, joint locations in field with ins; i io,,� dpe Architect. 3/8" tooled joint I -OGLED CONTROL .1 1 Brush out marks from trowt, side of joint, leaving only to smooth. Confirm joint locant nem with the Landscape Archite(; CONCRETE IrN _I 1NG DETAIL Not to Scale TREE PLANTING Not to Scale SHRUB PLANTING Not to Scale temove tags and labels 'rune dead or broken branches only at the :ime of planting. Trees with double leaders will iot be accepted. Remove transit guard 3ud graft Remove wire basket. Before tree is in pit, remove bottom of basket cutting horizontally. AFter tree is in pit, remove the rest of the basket cutting vertically. Remove excess soil to locate and expose root flare. 2"-4" of hardwood mulch. Aged wood ships ro similar mulch. Keep mulch 2"-3" from trunk 3" high topsoil saucer dia.of saucer to equal ball dia. Soil grade Root Collar/Flare: Collar shall be level or up to 1 "-2" above finish grade Score sides of the planting pit wall Width of pit to be one and a half (11/2) to two (2) times ball diameter. Backfill using existing soil. Add fertilizer and water thoroughly to eliminate air pockets. Set root ball on undisturbed soil cone at bottom of pit. Auger minimum 4" wide x 16" deep hole and fill with #2 stone ONLY in excavaions that hold water longer than 24 hours. Remove tags and labels Prune dead or broken branches only. Plants with double leaders will not be accepted. Root Collar/Flare: Collare shall be level or up to 1 "-2" abaove finish grade. Remove excess soil to locate and expose -oot flare 2"-4" of hardwood mulch. Aged wood chips or similar much. Keep mulch 2"-3" from trunk. 3" high topsoil saucer for individual plants Soil grade Score sides of planting pit wall Width of pit to be 1 1/2 to 2 times the size of root ball. Backfill using existing soil. Fertilize and water thoroughly to eliminate air pockets. Set root ball on undisturbed soil cone at bottom of pit. O O O D O O O O O O Note: All perennial beds shall be planted using triangular planting scheme. Refer to Planting Schedule for On -Center planting dimension. 3" shredded hardwood bark mulch Existing grade. Remove container 12" amended topsoil PERENNIAL PLANTING Not to Scale Compacted subgrade TREE PROTECTION FENCE Not to Scale Minimum protection area shall extend to a radius (in feet) of 1.5 x the caliper (in inches) of the tree, Refer to plan. 4' high vinyl protection fence or 6' chainlink for critical tree protection, as indicated. Metal fence post (6' o.c. max.) Contractor may submit alternate s of tree protection to Landscape ct for consideration. CONTEXT landscape architecture 12 S. Main Street, Suite 100 Fortville, IN 46040 tel 317.485.6900 fax 317.485.6912 www.context-design.com SITE DETAILS w >� tt i¢ii Sit fp6aX �� eva��iG 0 DU XU H Q►i5MOw Z O� W� � Z=Qo2ww bpi err�fl96Rf Q � ZO��c� U w LU < G o� 0Louw?IU_ .2 W ��_ 2 oW"Oo=z °C Q =Oo=oUc� L w � �' r= Q �Zww3zu i Z ZQO00� QZ d e Qr-�OQ o oc 0Z-�~ZUH KU <0 U Q�QILuw0 d w w d w a w oZLU ZUO U , F— U OF < U@ O W m o U ; Ll. O co [V 00 V) Z O O-. Q � . 0 M o C14 R LU C7 w m J J M wL F - U O w M Z In m o N Q � W --I Z � Calw w o U U N 0�0 O Z 100103 C6. I tt i¢ii Sit fp6aX �� eva��iG +d Z O� bpi err�fl96Rf e 2SA1 L%��atp LU LU U 100103 C6. I MODEL VIEW Att McCOMAS ENGINEERING Structural Engineers ruuriukk i iuN rumii 0 1'2' 4' 8' 16' FOUNDATION PLAN NOTES: PLAN NORTH 1. ELEVATIONS ±, ARE FROM NOMINAL FIRST FLOOR ELEV +0'-0", SEE CIVIL DRAWINGS. 2. SEE S400 FOR GENERAL NOTES AND SCHEDULES. 3. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY. 4. TOP OF FOOTING (T/F)-2'-8", LINO. 5. TOP OF PIERS (T/P) 4-8", LINO. 6. SEE SHEET S401 FOR FOUNDATION PLAN LEGEND & TYPICAL SLAB ON GRADE KEYPLAN. Ld W � E >� O �w U J W Q'�U°� Z8L&L w waWCdCL U LL oa�L.LiW& _ WUQHaUz U w000Q LU LLJ HZ�w�ZU QH-D QC. oC Za:)N C90 -j z UE- D Z) 00 U ILw0LU LLJ of UJZ� �UJ<-1- • V)ZWpOZU I' z 0 U_ p W moU OO N V) Z o 00'. Q � C14 m U) LL. o Y 3 o ce W I� J m _jLL M ILL J M O cn o (444 m w o0 oc�U Z U U �0 �o U C•7 0 aLm FOUNDAmN PLAN S101 I"LI I V I Id 8 0 kip W21 X5u, LOO kip V21 X44 +15'- 2112" (±12k Axid; 6 , "` +14'- 6 314" KB r.rs 0 22K6 22K5 L3x3x1i4 KICKER 24KIO 24K7 1717 East 116th Street, Suite 200 o 22K5 317-580-0402 M cCO MAS - 24KCS3 22K5 _ o z X a 24KCS3 n + X x� 22K5 I 20v'F"Q� -Zaw3zU 24KCS3 22K5 9.00 kip VV 21X50 24K7 U0J~ZU 9.00 kip �N�LL ZOc_7 00 + -+13' 8112" S Of 22K5 2 112` a 22K5 24K7 22K5 24KCS3 II +10'-6" 24KCS3 22K5 M X 24KCS3 O O 22K5 24K7 a �m o Y v N 22K5 24K1 L3x3xl/4 KICKER TO FIRST JOIST PANEL POINT @ 1/4 POINTS OF BEAM (TYP) 22K5 24K7 MODEL VIEW SCALE: NTS 4112" n o j 0 9.00 kip W2lX5 . d 00 kip VV21X44 +15'-21 KB (±12k Axl�,i. 4 6 31"' +14'- 6 3/4 ICc; I 29'-5" S 22K5 L3x3x1i4 KICKER 0 24K7 1717 East 116th Street, Suite 200 o 22K5 317-580-0402 M cCO MAS - 24KCS3 Z s Qp w 0 11--z o 3r _ o z X a 7 n + (TYP) x� LULU I 20v'F"Q� -Zaw3zU 2 � zzao0°0 9.00 kip VV 21X50 V) Z U0J~ZU 9.00 kip �N�LL ZOc_7 00 -13-872- -+13' 8112" (+12k Ax A) Of +1&- 2 112` a 22K5 m S0 00 Z r) 24KCS3 II +10'-6" I KB o 0 0 M X p M 22K6 22K5 N 24K7 \o 22K5 +10' 4112" 24K7 \ m 22K5 Cn 24K7 22K5 24K7 22K5 — 22K5 O 24K7 r _O o + W16X36.00 kip 22K5 + +10'- 1 112" 24KCS3 (±4k Axial) 10 Ft -k 41/2" EOD 0 22K5 24KCS3 + 22K5 22K5 _ 24K7 -r CV V aMi`n 22K5 °O��55` 24K9 o zeo CD O <o + - -co M zo cn N + 3 �j M 22K6 24K10 i n o j 0 9.00 kip W2lX5 . d 00 kip VV21X44 +15'-21 KB (±12k Axl�,i. 4 6 31"' +14'- 6 3/4 ICc; I 29'-5" S 6.00 kip L3x3x1i4 KICKER 0 ui LIJ 1717 East 116th Street, Suite 200 Carmel, Indiana 46032 J w Ly 317-580-0402 M cCO MAS @ 113 POINTS www.mccomoseng.com ENGINEERING Z s Qp w 0 11--z o 3r Structural Engineers o z X a LL LL Ul UwI- d .. (TYP) ZD + + LULU I 20v'F"Q� -Zaw3zU 2 � zzao0°0 9.00 kip VV 21X50 V) Z U0J~ZU 9.00 kip �N�LL ZOc_7 00 -13-872- -+13' 8112" (+12k Ax A) Q LJJ +1&- 2 112` a m S0 00 Z r) KB II +10'-6" I KB o 0 0 M X p M 22K6 W14X22 N \o +10' 4112" 112" EOD Cn W14X22 (V 22K5 — O LL LL r _O o + W16X36.00 kip + +10'- 1 112" +6 Ft -k (±4k Axial) 10 Ft -k 41/2" EOD 22K5 CV V aMi`n 22K5 °O��55` C X o zeo CD O <o + - -co M zo cn N + 3 } M Q d 22K5 00 22K5 22K5 a �G 22K5 O O RDS] I- A=1 g Co rY 22K5 — of 24KCS3 x C' o - a x ' 24KCS3 iv � Q O w Y 24KCS3 II om CV Y -`' 6,00 kip 00 (D+ M M— 'n a +6 Ft -k -8 Ft -k fl- O Y 24KCS3 24KCS3 00 +_ 41— --- 22K5 0 _ °+ C' 'N 22K5 +.x ;x 0" RD 24KCS3 a „ O m Y • 6.00 kip 24KCS3 O 0 0 N w N 22K5 22K5 N Y ?2K5 II co __. _...-...� z 00 CD _ - - M �LoImD o M X N 22K5 00 h� 1/2" EOD 2`LK5 22K6 T Q �I i9 00 kip 9.00 kip W21 X50 9.00 kip - 25'- 7" W16X36 6.00 kip I 0 ui LIJ 1717 East 116th Street, Suite 200 Carmel, Indiana 46032 J w Ly 317-580-0402 M cCO MAS ZU20w N LU V U r www.mccomoseng.com ENGINEERING Z s Qp w 0 11--z o 3r Structural Engineers o z X a LL LL Ul UwI- d .. 0 UUz ZD + + LULU Q 20v'F"Q� -Zaw3zU 2 � zzao0°0 W U QZa�aDN V) Z U0J~ZU S301 �N�LL ZOc_7 00 U LU tiww e LUZ� m (y, W inU -j<-L 0 V)ZUj0ZZU Q LJJ I=-0?a3U0 W16X36 6.00 kip I 0 +10'-9" 6 Ft -k 0 (±4k Axial) 10 Ft -k a ox y s UF- Q Z Y LL LL d .. O ZD + + W14X22 Q 2 +10'- 71 /2" W U LL V) Z O p S301 LLO 00 m m (y, W W14X22 N Q LJJ J > LU cY f m S0 00 Z r) U II +10'-6" M X p M CO W14X22 +10' 4112" 112" EOD Cn W14X22 (V - -+10' - 3" O LL LL r _O o + W16X36.00 kip + +10'- 1 112" +6 Ft -k (±4k Axial) 10 Ft -k 13'- 81/2" +13'- 8112" (±12k Axel) +15'- 21/2" �A- KB KB I 12 S403 L3x3x114 KICKER @ 113 POINTS 111L (TYP) S301 RAMING PLAN I FRAMING PLAN NOTES: 1. ELEVATIONS ±, ARE FROM NOMINAL FIRST FLOOR ELEV +0'-0", SEE CIVIL DRAWINGS. 2. SEE S401 FOR GENERAL NOTES AND SCHEDULES. 3. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY. 4. COORDINATE DECK OPENINGS - EXACT SIZE AND LOCATION, WITH MECHANICAL CONTRACTOR DRAWINGS AND EQUIPMENT SUPPLIER. 5. POINT LOADS SHOWN ON JOIST GIRDERS, LABELED "X.XK" ARE IN ADDITION TO THE PLAN NORTH POINT LOAD DESIGNATED IN JOIST GIRDER DESIGNATION. z o 0 uw F- 0 F- U w -r N UF- Q Z d .. D J Y Q 0 U O - p mo W U LL V) Z O p 00 N O.- LLO 00 m m (y, W r` Q LJJ J > LU cY f m S0 00 Z r) U U z o uw F- F- U w -r UF- Q Z d .. D U U U- - p mo W U UL - V) Z O p 00 N O.- Q V) Z 00 LUw/ LU J J_ r` M J > LU cY f m S0 00 Z \\0\11111111!////�/ ............... �N 11-0LL N0. OMr Z �Lo 00 _ a .................... � LL 6 ROOF FRAMNG PLAN S201 I"�I I V 112f 1717 East 116th Street, Suite 200 'kt Carmel, Indiana 46032 317-580-0402 WCOMAS www.mccomaseng.com ENGINEERING Structural Engineers A B D F 42' - 6" 42'- 3" 1 4 S405 OH BUILDING SECTION K, 39'- 0" 29'- 5" 25'- 7" I I I 1 S301 2 S405 I I I BUILDING SECTION 8" = 1'-0" ;! DETAILS, PLANS AND ENLARGED Gt td! r; IUNAL INFORMATION. BUILDING SEC I IONS k, fil_ I F OR GENERAL INFORMATION ONLY IN N 1111111 � E LU >� O `nU �W U uw U_ Z7: O o U Z�0w LU o'.uc sC LLJLij Z) Z wQ 2 w LL- y U o=o006 Q =oLU Ln ' �WWD3zU zz<0°°C�o QZa�<Z)N cc C70-1 U� sttVu,0Z0 d > w_j<-iELLJA0 �Zwp0ZU �—Uz<UU0 U O O W moU w.op� H- d' > N Z o � Q ao N c~n Y o w mJ M J > rn J w N m � OO D U U O z S301 111111:11U116 i \'�W.............. CV OW Z- rw 00 %�Q 'd i F'/"//IIII1100\\ y S301 111111:11U116 ABBREVIATIONS LIST AR ANCHOR RODS 0/0 OUT TO OUT ABV ABOVE OA OVERALL ACI AMERICAN CONCRETE INSTITUTE OC ON CENTER ADDT ADDITIONAL OD OUTSIDE DIAMETER ADH ADHESIVE OF OUTSIDE FACE ADJ ADJACENT OH OVER HEAD AESS ARCHITECTURALLY EXPOSED OPNG OPENING Field welding is not permitted. Provide screwed connections. STRUCTURALSTEEL OPP OPPOSITE AFF ABOVE FINISHED FLOOR OPP HD OPPOSITE HAND AGGR AGGREGATE OSB ORIENTED STRAND BOARD AHU AIR HANDLING UNIT OSL OUTSTANDING LEG AISC AMERICAN INSTITUTE OF OVS OVERSIZE HOLE LP STEEL CONSTRUCTION PAF POWDER ACTUATED FASTENER AISI AMERICAN IRON AND PC PRECAST STEEL INSTITUTE PL PLATE ALUM ALUMINUM PLF POUNDS PER LINEAR FOOT ALT ALTERNATE PLYWD PLYWOOD APPROX APPROXIMATE PNL PANEL ARCH ARCHITECT PROJ PROJECTION ARCH'L ARCHITECTURAL PSF POUNDS PER SQUARE FOOT ASTM AMERICAN SOCIETY OF PSI POUNDS PER SQUARE INCH MO TESTING MATERIALS PSL PARALLEL STRAND LUMBER AWS AMERICAN WELDING SOCIETY PT PRESSURE TREATED L ANGLE PTN PARTITION BAL BALANCE R RADIUS BB BOND BEAM RD ROOF DRAIN B/B BACK TO BACK REF REFERENCE BC BOTTOM CHORD REINF REINFORCE(D) (ING) (MENT) BD BOARD REQ'D REQUIRED BLDG BUILDING REV REVISION/REVISED BLK BLOCK RO ROUGH OPENING BLW BELOW RRD ROOF RELIEF DRAIN BM BEAM RTN RETURN BOTT BOTTOM RTU ROOF TOP UNIT BP BEARING PLATE RW RETAINING WALL BRDG BRIDGING SCHED SCHEDULE BRG BEARING SECT SECTION BRK BRICK SHT SHEET BS BOTH SIDES SIM SIMILAR BSMT BASEMENT SJ SAWCUT JOINT BTWN BETWEEN SJI STEEL JOIST INSTITUTE BUC BUILT UP COLUMN SL SLOPED c CAMBER SPA SPACE(S) C/C CENTER TO CENTER SPECS SPECIFICATIONS CANT CANTILEVER SQ SQUARE CAIS CAISSON SS STAINLESS STEEL CFS COLD FORMED STEEL SSL SHORT SLOTTED HOLES CJ CONTROL AND/OR STD STANDARD CONSTRUCTION JOINT STIFF STIFFENERS CL CENTERLINE STL STEEL CLR CLEAR STRUCT STRUCTURAL CMU CONCRETE MASONRY UNIT SYMM SYMMETRICAL COL COLUMN T&B TOP AND BOTTOM COORD COORDINATE T&G TONGUE AND GROOVE COMP COMPACTED TB TIE BEAM CONIC CONCRETE TC TOP CHORD CONN CONNECTION TEMP TEMPERATURE CONST CONSTRUCTION TF TRENCH FOOTING CONT CONTINUOUS THK THICK CONTR CONTRACTOR THKS THICKENED SLAB CTR CENTER THR'D THREADED CTR'D CENTERED TL TOTAL LOAD DIA DIAMETER TOP'G TOPPING DIAG DIAGONAL TRANS TRANSVERSE DIM DIMENSION TYP TYPICAL DL DEAD LOAD UNO UNLESS NOTED OTHERWISE DLT DEEP LEG TRACK VERT VERTICAL DO DITTO VIF VERIFY IN FIELD DN DOWN w/ WITH DTL DETAIL WD WOOD DWG DRAWING WO WINDOW OPENING (MASONRY) DWL DOWEL WP WORKING POINT EA EACH WT WEIGHT EE EACH END WWF WELDED WIRE FABRIC EF EACH FACE EJ EXPANSION JOINT ELEVATION TOP AND BOTTOM OF LIST ENG ENGINEER ELEV ELEVATION T/ "ELEVATION, TOP OF" ELECT ELECTRICAL B/ "ELEVATION, BOTTOM OF" EOD EDGE OF DECK T/BB TOP OF BOND BEAM EOS EDGE OF SLAB T/BM TOP OF BEAM EQ EQUAL T/CONC TOP OF CONCRETE EQUIV EQUIVALENT T/F TOP OF FOOTING ES EACH SIDE T/LDG TOP OF LEDGE EW EACH WAY T/MAS TOP OF MASONRY EXIST EXISTING T/P TOP OF PIER EXP EXPANSION T/SLAB TOP OF SLAB EXT EXTERIOR T/STL TOP OF STEEL F/ FACE OF T/W TOP OF WALL FD FLOOR DRAIN T/GB TOP OF GRADE BEAM FDN FOUNDATION T/CAIS TOP OF CAISSON FIN FINISH B/PL BOTTOM OF PLATE FLR FLOOR B/F BOTTOM OF FOOTING FLG FLANGE FS FARSIDE SPECIAL CHARACTERS FTG FOOTING GA GAUGE DEGREE GALV GALVANIZED T/STL ± PLUS OR MINUS GB GRADE BEAM � ELEVATION GC + SEE PLAN GENERAL CONTRACd. ) O DIAMETER GL GLULAM GR GRADE HC HOLLOW CORE HD HOLD DOWN HGT HEIGHT HI HIGH HK HOOK HORIZ HORIZONTAL HP HIGH POINT HS HEADED STUD HSS HOLLOW STRUCTURAL SECTION ID INSIDE DIAMETER IF INSIDE FACE COLD FORMED STEEL FRAMING NOTES SF1. All light gage, cold formed steel (CFS) members shall conform to to , COLUMN SCHEDULE F6 TYPE SIZE OLD GAOL ,I -ADE 1' - 4" Exterior Wall Studs 600S 162-54 16 133H (33 ksi) 7 #5 Interior Load -Bearing Studs 600S 162-54 16 5 33H (33 ksi) SF2. All sheet steel shall comply with ASTM A1003 Coating shall be G90 Material Rej i Ing K:, SF3. Provide steel tracks complying with ASTM C955, thickness to matt I i; 10 #6 5' - 6" 7 #6 8'- 6" 10 #6 5' 61 1st= 6 #5 6' - 6" 1 6 #5 6'- 6" 6 #5 6 r' SF4. Provide 112" ASTM F1554, Grade 36 hooked anchor bolts at all steel t. <,c .,, :,, �, ,,,,,,:�,:; - 48" OC, HSS8X8X3/8 u.n.o. Provide anchor bolt at 8" from the ends of all walls. u.n.o. i14' SF5. All cold formed steel members shall comply with the requirements n arm W12x40 SF6. Field welding is not permitted. Provide screwed connections. F1554-36 SFT For all non -load bearing studs, provide deflection clips isolating the «b; „A 1 0 2" V-8" 1' 8" SF8. Provide 5/8" sheathing on outside face of all exterior wall studs. GYPSUM SHEATHING NOTES GS1. All sheathing shall be fiberglass -mat faced. moisture resistant gyp:,,, .,1:Ac1 f ype X: Wall Sheathing Thickness: 58" Racking Strength (Ultimate, ASTM E72) Not less than 654 psi .,jr: Flexural Strength (ASTM C1177): 100 Ibf, Parallel GS2. All sheathing shall be installed per the manufacturer recommendation ,, GS3. Edge of openings through roofs or walls shall be nailed per boundai nauf� , �ypfcal detail. GS4. See architectural plans to establish all elevations, openings and oa�e drawings. GS5. All fasteners for steel framing are No. 6. Type S or Type S-12 bugfef i,�cr ,,,,;,,ng drywall screws, a minimum of 11/4 inch long. BRICK LINTEL SCHEDULE FORki: I It, d 11110k. iti)`HPLANS Clear Opening Steel Angle Up to 54, z 112 x 5/16 5-1" up to T-0° % x 5/16 T-0" up to 10'-i, I 8 Brick Lintel Schedule Notes 1 All lintels shall have 8" lb,,di 2. All exterior lintels shall 3. All interior lintels shall btsrw,:,,�u A paint. Column Schedule Notes: 1. See typical details for column base construction. _-PIER SCHEDULE Pier Size Pier Vert Reinful c ilo ig Mark Width Length Quantity Size _ P24 21 01, 0 - 4 ts� P48 : ... f 0" 4 Pier Schedule Notes: 1. Provide 1 112" concrete, 2. See typical pier elevatfol a "'Al C 3. Provide CRSI Typ Bar Be ,t 1c , ti , r; ,u if there are more than for vertical bar ,rt 4 See sheet S402 for specrdi „ ,,id, I; 4 WALL FOOTING SCHEDULE Dimensions Longitudinal Reinf Transverse Reinf Mark Width Thickness No. Size Size Spa. Reiilia# K WF24 2'-0" 3'-4" 43 Ties 1' - 6" LONG F f iili�� 7 Wall Footing Schedule Notes: 1. Reinforcing clearance at bottom and sides of footings = 2. Use concrete brick or CRSI Class 3. CHCP wire bar suppor, Mark Ftg Dimensions Width Length Thickness COLUMN SCHEDULE F6 6-0" 6'- 0" 1' - 4" Base Plate Size Ai ichor Rads 7 #5 Mark Size Thickness Width Length Qudrfitity Size Material Rej i Ing K:, 9' - 0" 1' - 4" 10 #6 5' - 6" 7 #6 8'- 6" 10 #6 5' 61 1st= 6 #5 6' - 6" 1 6 #5 6'- 6" 6 #5 6 r' 8' - 6" 6 6 F7 HSS8x3/8 HSS8X8X3/8 3/4" 1' - 2" 1'- 2" i14' F1554-36 W12x40 W12x40 1 1/2" 1'-6" 1' - 6" i t F1554-36 W12x53 W12X53 2" V-8" 1' 8" LLH F1554-36 Column Schedule Notes: 1. See typical details for column base construction. _-PIER SCHEDULE Pier Size Pier Vert Reinful c ilo ig Mark Width Length Quantity Size _ P24 21 01, 0 - 4 ts� P48 : ... f 0" 4 Pier Schedule Notes: 1. Provide 1 112" concrete, 2. See typical pier elevatfol a "'Al C 3. Provide CRSI Typ Bar Be ,t 1c , ti , r; ,u if there are more than for vertical bar ,rt 4 See sheet S402 for specrdi „ ,,id, I; 4 WALL FOOTING SCHEDULE Dimensions Longitudinal Reinf Transverse Reinf Mark Width Thickness No. Size Size Spa. Reiilia# K WF24 2'-0" 3'-4" 43 Ties 1' - 6" LONG F f iili�� 7 Wall Footing Schedule Notes: 1. Reinforcing clearance at bottom and sides of footings = 2. Use concrete brick or CRSI Class 3. CHCP wire bar suppor, Mark Ftg Dimensions Width Length Thickness COLUMN FOOTING SCHEDULE (SPECIAL) Bottom Reinforcing Top Reirlturc11119 ti Short Direction Long Direction Short Direction Long Direction No. Size Length No. Size Length No. Size Length No, Size Length Reolin tt� F6 6-0" 6'- 0" 1' - 4" 7 #6 5' - 6" 7 #6 5- 6" 7 #5 51 16" #C: 5' - 6" JT F6A 6'- 0" 9' - 0" 1' - 4" 10 #6 5' - 6" 7 #6 8'- 6" 10 #6 5' 61 1st= 6 #5 6' - 6" 1 6 #5 6'- 6" 6 #5 6 r' 8' - 6" 6 6 F7 7' - 0" 7'-0" V-4" F8 8'-0" 8'-0" 1 1'-4" 6 1 #5 1 7'-6" 6 #5 1 7'-6" 1 6 #5 1 7 =` 7'-6" INFO INFORMATION INT INTERIOR Column Footing Schedule (Special) Notes: INV INVERT 1. Reinforcing clearance at bottom and sides of footings = 3" JST JOIST 2. Use concrete brick or CRSI Class 3, CHCP wire bar supports @ 36". JT JOINT See Nota _ K KIP MW1? KO KNOCK OUT See Note f LB POUND WnII Qrhettnle LDG LEDGE LG LONG LL LIVE LOAD LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LNTL LINTEL LSL LONG SLOTTED HOLES LONG LONGITUDINAL LP LOW POINT LVL LAMINATED VENEER LUMBER MAS MASONRY MAT'L MATERIAL MAX MAXIMUM MBM METAL BUILDING MFR MCJ MASONRY CONTROL JT MECH MECHANICAL MEZZ MEZZANINE MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MO MASONRY OPENING MOM MOMENT MSW MASONRY SHEAR WALL MSL MEAN SEA LEVEL MTL METAL NO NUMBER NS NEAR SIDE NTS NOT TO SCALE SLAB ON GRADE SCHEDULE Drainage Vapor Mark Thickness Reinforcliii, Course Retarder Rel#,arKz, SOG01 4" 6x6-W1.4xW1 , h" YES ROOF DECK SCHEDULE Mark Thickness Gauge __1 Type Finish I Reti''arli RD01 111Z' ?C' µ B PAINTED 1. Provide 2" concrete cover from outside face for bars. c; 1 ,� 2. Grout all cores with rebar solid, unless solid grouters id'' 3. Provide ladder type horizontal reinforcement at 16 shall be #9 wire, galvanized see specifications .,.�t iu�ni reuiluf r,rrCnl a:� control joints. LIS W � 1717 East 116th Street, Suite 200 > O Carmel, Indiana 46032Att 0 W U JW Z U = W 317-580-0402MCCOMAS Q Q � www.mccomaseng.com Z z p U U GENERAL NOTES ENGINEERING U P Z o 3 w Structural Engineers w _ pZ Lu2 G1. BUILDING CODES `" U oc F- I.- Q U Model Building Code: International Building Code 2006 oc 'L O O = p� Local Building Code: Indiana Building Code 2008 = O Q UJI Steel Standard AISC - ASD 13th Ed = p LU N - Q Steel Seismic: AISC 341-05 H Z a w QZ U Concrete Standard: ACI 318-05Z Q O co d o MASONRY AND REINFORCED MASONRY NOTES Masonry Standard: ACI 530-05 a Z IL O Za D r� a1.. -a Iry Wood Standard: NDS -05 U J U Mi Minimum 28 day compr;ssfw; strength of concrete masonry units shall be 2800 p.s.i. based on net area of the unit. Occupancy Group: B:Business Z Q Z U Specified design com ressfvr _-,tree th of mason shall be f'm = 2000 s.i. All units for exterior walls, load- Exposure Category: C:Open terrain H Z 0 bearing walls and shear ,wall shall be normal weight block. P Building Classification: 2:Buildings and other structures. LU LU w UJ O Z M2. All mortar shall be 1 ype S Ni admixtures may used unless approved by architectlengfneer. Mortar shall not be Model Code Standard: ASCE 7-05 p U J Q O � O . V)ZLU Z used for M3 All blocckshalll be larouting iden ar riii ng bond pattern. ROOF DESIGN LOADS Dead Live F- OU Z Q OU O M4 Course grout shall be used wvere grouting is required. Slump shall be 8" +/-1 ". Minimum grout compressive Main Roof 22 psf 25 psf strength shall be 3000 P 0 psf - Q W M5 All reinforcing shall be AS f N :;1i i 5 Grade 60 (Fy=60 ksi). Lap all reinforcing a minimum of 48 bar diameters. 0 psf *-0 U M6. See architectural and specifications for all control joint locations. Reinforcing in bond beams shall be 0 psf W C) O discontinuous at control joint. 00 M7 Provide ladder type hos izoi }tai ;o iii t reinforcement at 16" o.c. Side rods and cross rods shall be #9 wire, galvanized, FLOOR DESIGN LOADS Dead Live Partition ' see specifications. Cut joint ru,inforcement at control joints. 80.0 psf 20.0 psf V 00Q M8. Provide "L" bars at all bona scam corners as required. (/a Z O O% M9. Fill cores of block solid with grout two full courses below the bearing of all beams or lintels supported on masonry. SNOW DESIGN CRITERIA 0 M10. All attachments to block sriali bm e ade with Hilti HX 1/2" diameter x 3" sleeve anchors, unless noted otherwise. Ground Snow Load: 20 psf o Q Anchors shall be installed pe n fanufacturer's recommendations. Flat Roof Snow Load: 14 psf o 0 M M11. See typical schedules for masonry and steel lintels not indicated on plans. Minimum Snow Load: 20 psf V) M M12. All masonry units below grade to be grouted solid. Sloped Roof Snow Load: 14 psf M13. Provide ties to all structural stLi-1 Rain on Snow Surcharge: 0 psf J LL o w M14. All interior, non -load bearing masonry walls over 12'-0" high, shall be supported on thickened slab as per typical Importance Factor: 1 Y p W detail. Wall vertical reinforcing ,hail be #5 @ 48" OC full height. Unless noted otherwise. Exposure Factor: 1 Partially Exposed J NI15. All cores with reinforcing steel shall be grouted solid, full height of wall. Thermal Factor: 1 Heated LL m J IM LL WIND DESIGN CRITERIA O j V M Basic Wind Speed: 90 mph op Z LLJ Importance Factor: 1 m J MASONRY ANCHORAGE Enclosure Classification: Enclosed �, J m Gust Factor: 0.865 w 6 O MA1. All attachments to maboi if,,;hail be made with Hilti anchors as scheduled below unless noted otherwise. Anchors shall be installed per manufac,uiti , recornmendations. SEISMIC DESIGN CRITERIA 0 U U Z MA2. At steel connections to masons 1,1 construction, provide the following hole diameters in steel elements to accommodate Seismic Design Category: B field tolerances: Spectral Response, Stls: 0.189 112' anchof s : i (, .,iid bili, 13/16" dia w/ 1/4" x2" x2" weld washer where noted. Spectral Response, Sd1: 0.1264 3/4" anchor: i I u :'ia std, 1" dia w/ 3/8" x3" xY weld washers where noted. Site Class: D MAS Where weld washers aru indi,_<,ted do not weld until epoxy adhesives have fully cured. Do not apply excessive heat Resisting System (SFRS): H.1 Structural Steel Systems Not Specifically Detailed for Seismic Resistance which made adversely attect L,pcmy adhesives. Weld two opposite edges of weld washer typically with 3/16" fillet weld. Response Mod. Factor, R: 3.0 MA4 Type 1-A: Grout Filled Conn Lite Block- Overstrength Factor, 4: 3.0 3/4"x6 518" einbe(!ni-_nt HIT, or A36 threaded rod, secured with Hilti HY150 epoxy. Design Base Shear: 6.29% W Design value,. 3740101, 20201b V. Analysis Procedure: Equivalent Static Type 1-B:Hollow Concretes Block fNW or LW). 1/70" ernbednienr Hilti HIT -A rod w/screen tube and Hilti HY20 epoxy. G2. Reactions and forces indicated are unfactored, Allowable Strength Design (ASD) loads. Design value:; ii!, 1 1230 Ib V. G3. If Drawings and specifications are in conflict, the most stringent restrictions and requirements shall govern. Contractor o Type 1-C:Hollow Concrete B of i, I though -bolt. shall bring all discrepancies to the attention of the engineer immediately. 314"x8" or 13 Hilt: i it I or A36 threaded rod, w/ Hilti HY20 epoxy, screen tube steel sleeve, 3/8"x(3"4" plate G4. Verify all existing conditions prior to any construction or fabrication. If different than shown, notify engineer/architect immediately a washer. for modification of drawings. - Design valu . i 4ww, l 180011b V. G5. All contractors are required to coordinate their work with all disciplines to avoid conflicts. The arch itectura1,mechanical, Type 1-D:Grout Filled Coi to t tt: Block electrical and plumbing aspects are not in the scope of these drawings. Therefore, all required materials and work may not be Z N 3/4'x4-34' einoeonienr Hilti Kwik Bolt II expansion bolt. indicated. It is the contractor's responsibility to coordinate these drawings with all other construction documents. O F - Design value 1620 T, 3110 V (>16" from edges) Refer to architectural drawings for all dimensions not shown on these drawings. Locations, sizes and numbers of all 05 MA5 Type 2-A:Hollow Brick df c ,,. i iie openings may not be completely indicated in the structural drawings. The respective contractor shall verify their work 112"x3-3/8" Hilti HIT -A, or A36 threaded rod, w/ Hilti HY20 epoxy and screen tube. with all other disciplines. Design value:: 7751b T, 13751b V (Brick) G6. The contract documents represent the structure only. They do not indicate the method of construction. The contractor 1501 T, 50010 V (Clay tile) shall provide all measures necessary to protect the structure during construction. Such measures shall include, but not limited Type 2-13:Hollow Back ani 11it to, bracing, shoring, underpinning, etc. McComas Engineering is not responsible for the contractor's means, methods, 1,1'0-18" tinbedmernt Hilti HIT -A, or A36 threaded rod, wl Hilti HIT -I insert. Hilti HY20 epoxy, screen tube, techniques, sequences or safety procedures during construction. Design value: 11601b T, 16351b V (Hollow Brick) G7. Notes and details shall take precedence over general structural notes. Where no details or sections are shown, construction 0\ttt 1851bT,5001bVCla lllrr„�� (Clay Tile) shall conform to similar work on the project. Typical sections and details may not be cut on the plans, but apply unless noted ��N Type 2-C:Multiwythe Bu, r iwA th. h -bolt. otherwise. �.�•..... 374"x8"er ibedn ew Hilti HIT, or A36 threaded rod, wl Hilti HY20 epoxy, screen tube, steel sleeve, 3/8"x6" x6"L9 G8. Provisions for future expansion: V plate washer Vertical: None _ 14-3 o z'.� Design value : 1-4001t)1 18001b V. Horizontal: Expansion to the southeast is anticipated, but no provisions for support have been provided in these documents. = w o cV3 - Type 2-D: Multiw the Hncr : oitled wythes. Wind loads have been calculated based on anticipated expansion. Z -� ' � Z o a 3/4" x8" efr,beurnei t Hllu HIT, or A36 threaded rod, w/ Hilti HY20 epoxy, screen tube, steel sleeve. ' 280 Design value:, 8001b T, 14001b V. H REINFORCED CONCRETE NOTES (Foundations, Slabs & Walls) STRUCTURAL STEEL NOTES RC1. All concrete shall have the following 28 day compressive strengths: �7 LOCATION STRENGTH AIR ENTRAINMENT VV SS1 All structural steel shaii ,unrorrn to the following: Wall Footings, Spread Footings: 3000 psi 2% W Shapes ASTM A992, Grade 50. All concrete exposed to freeze/thaw, exterior Angles. i;fianneis /dates Bars ASTM A36 (Fy=36 ksi) slabs, piers, walls, columns, grade beams, HSS Tubes ASTM A500, Grade B (Fy=46 ksi) HSS Pipes ASTM A500, Grade B (Fy=42 ksi) concrete exposed to freeze/thaw: 4000 psi 6% Anchor Ran ASTM F1554, Grade 36 Interior slabs on grade, S62_ All steel shall be detailec, and erected in accordance with: fill for metal deck: 4000 psi Non AE AISC 360-05 Sp citication for Structurl Steel Buildings", Allowable Strength Design AISC 303-05 "Code of Standard Practice" SS3. If beam reaction is not indicates±, connection shall be designed using AISC 360, "Maximum Total Uniform Load" Table 3-6. RC2. All reinforcing steel shall be detailed, supplied and placed in accordance with ACI 315, ACI 318 and CRSI MSP -1. SS4 All bolted connections shall ba made with 314" diameter, A325 bolts with nuts and washers, unless otherwise noted. All RC3. All reinforcing steel shall be shop fabricated and, where applicable, shall be wired together and conform to ASTM A connections shall be shear br a<:ing connections tightened to snug -tight condition, unless otherwise noted. All connections 615, Grade 60. RC4. Chamfer edges of exposed concrete t cylinders unless noted otherwise. shall conform to the LRFD SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. SS5 All shop and field welds shall ne made using E70 electrodes or equivalent. RCS. Contractor shall make four, 6"x12" test cylinders for each 50 cubic yards of concrete poured for each days operation. SS6. All headed concrete anchors stfall be ASTM Al 08 (Fy=50 ksi), 314" diameter x 4" after welding, unless noted otherwise. Break 1 at 7 days, ri at 28 days and retain spare. SST Steel fabricator shall obtain thsize e and location of all openings for grilles, louvers, etc. before proceeding with the RC6. All welded wire fabric shall conform to ASTM A185, Fy(min) of 65 ksi. All welded wire fabric laps shall be 8". RCT All finished concrete, concrete formwork and falsework shall be in accordance with ACI 301. Contractor is solely fabrication and erection of if ,ize a d frames. responsible for the design and construction of all formwork, falsework and shoring. SS6 Provide Heckman #121 and ;.130 channel slot and channel slot anchors at all columns that abut masonry walls, unless RC8. Provide the following coverages over reinforcing: noted. SS9 Provide temporary N cjui l, of if situ cture until all permanent lateral support is in place. LOCATION SS10 Structure Stability Thr nlfrt iuol at floor decking materials must be fully erected and connected to the supporting Footings: Bottom and Unformed edges 3" steel before temporary. erecuoi 1 tri,;=ng ;s removed. Footings: Formed edges and top 2" SS11. RD = Roof Drain iocatioi r f o f de ;feel frame for drains per standard detail. See other drawings for actual drain type, number, size, etc. CoUldu Batt- with drain contractor.l Slab on grade: Welded wire fabric Upper Third � O Fill for Metal Deck: Welded wire fabric Upper Third Reinforcing Steel: Bottom 2" STEEL JOIST NOTES RC9. Provide sleeves for all openings in grade beams or walls to totally separate pipe from concrete. D O SJ1. Provide all joists. bridqu , cjisssories for the complete erection of joists in accordance with the current Steel O Joist Institute "STANDAkl[) SPF fFICATIONS AND LOAD TABLES FOR OPEN WEB STEEL JOISTS AND JOIST GIRDERS" and Undervmtt rs t_aooiatories "STANDARD, FIRE TESTS OF BUILDING CONSTRUCTION AND MATERIALS' SHALLOW FOUNDATION AND SLAB ON GRADE NOTES UJ SJ :. Bridging shall be (,on ,,)i t i ci and joists aligned before any construction loads are placed on joists. SF1. Design Soil Bearing Pressure: U SJ3. Do not weld bottoni cfiu t+ of is st to columns unless noted on drawings. Spread Footings 3000 psf SJ4. Install erection bolts at ail joi I girder to column and joist to column connections. Wall Footings 2500 psf LL SJ5. Where ballasted rooffriq .s 110 sho,,,n on architectural drawings, provide uplift bridging at all joists as per (Based on soils report prepared by Terra Site Development, Inc.). Q "STANDARD SPECIFIC,v i IONS .AND LOAD TABLES FOR OPEN WEB STEEL JOISTS AND JOIST GIRDERS" for a SF2. Soil to be stripped, compacted and tested in accordance with the recommendations of the soils engineer and project net uplift load of 35psf it korner zones, 20psf in edge zones, 8psf in the field (Zones defined by ASCE 7). specifications. O SF3. Footings shall be placed on firm, undisturbed soil or on engineered fill. Engineered Fill: Naturally or artificially Z graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand; ASTM D 2940; with at least 90 percent passing a 1 -1/2 -inch sieve and not more than 12 percent passing a No. 200 sieve. STEEL DECK NOTES mixture Slabs shall be placed on compacted, free -draining, frost -free drainage course. Drainage Course: Narrowly graded mixture of washed crushed stone, or crushed or uncrushed gravel; ASTM D 448; coarse -aggregate grading Size 57; MD1. All metal deck material iahi -iii i r and installation shall conform to Steel Deck Institute" SDI SPECIFICATIONS with 100 percent passing a 1 -1/2 -inch sieve and 0 to 5 percent passing a No. 8 sieve. All fill shall be compacted to MD2. Roof deck shall be vveiceda usfcq 36!4 pattern with (2) #10 TEK sidelap fastener unless otherwise shown in typical detail. a minimum dry density of 95% of the modified Proctor maximum dry density (ASTM -D1557), placed in 6" to 8" lifts. Pea MD3. Provide TS 2112x 2 172x 15 deck support, field welded to joist or beam at all deck span changes. gravel may not be used as fill. Utility trenches and excavations under the foundations or slabs shall meet the same O MD4. Provide L3x3xl /4 deck .support at all columns where required, unless noted. requirements. See soils investigation report for further recommendations. MD5. Provide 20 gauge cover plate at all roof deck span changes. SF5. Undercutting of the soil for foundation and/or slab placement may be required. These drawings do not indicate the MD6. Provide L3x3xl/4 at all unsupported edges of deck and around roof perimeter, unless otherwise noted. entire scope of undercutting, fill or bad soil removal that may be required to attain the design soil bearing MD7. All deck shall be provided iii r, n inirrium of 3 -span lengths where possible. pressures. It is the responsibility of the contractor to obtain a soils investigation report, before bidding, to assess 0% the extent of excavation and compaction that may be required to meet the design criteria. The contractor shall retain the services of a soils engineer to monitor all backfilling operations and to inspect footing bearing material. A report certified by Ln the soils engineer shall be furnished to the architect/engineer verifying that all foundations were placed on a material capable of sustaining the design bearing pressures. SF6. If dewatering is required, sumps shall not be placed within the foundation excavation. SF7. Maintain a maximum slope between adjacent footing bearing elevations of 2 horizontal to 1 vertical. Maintain a 2 horizontal to 1 vertical slope next to existing foundations to avoid undermining foundations. SF8. No horizontal joints are permitted in any foundation. Vertical joints are permitted only in wall footings. SF9. Shallow foundations may be earth -formed where the excavation permits. If earth -forming is used, add 2" to the width GENERAL NOTES SCHEDULES and length of all foundations. AND ABBREV SF10. The bottom of all foundations shall be a minimum of 36" below final grade. S400 1"tl I U 116 MASONRY WALT_ SCHEDULE Vertical Wall Hori.L Wall Reinforcing Mark Type Reinf Size Spa. Luuct tit,, MW8 IRAnennni 8" CMU See Nota _ -^ #`r 4' - 0" t.rft� MW1? 1 12" CMU See Note f 4'- 0" f WnII Qrhettnle Nnfec 1. Provide 2" concrete cover from outside face for bars. c; 1 ,� 2. Grout all cores with rebar solid, unless solid grouters id'' 3. Provide ladder type horizontal reinforcement at 16 shall be #9 wire, galvanized see specifications .,.�t iu�ni reuiluf r,rrCnl a:� control joints. LIS W � 1717 East 116th Street, Suite 200 > O Carmel, Indiana 46032Att 0 W U JW Z U = W 317-580-0402MCCOMAS Q Q � www.mccomaseng.com Z z p U U GENERAL NOTES ENGINEERING U P Z o 3 w Structural Engineers w _ pZ Lu2 G1. BUILDING CODES `" U oc F- I.- Q U Model Building Code: International Building Code 2006 oc 'L O O = p� Local Building Code: Indiana Building Code 2008 = O Q UJI Steel Standard AISC - ASD 13th Ed = p LU N - Q Steel Seismic: AISC 341-05 H Z a w QZ U Concrete Standard: ACI 318-05Z Q O co d o MASONRY AND REINFORCED MASONRY NOTES Masonry Standard: ACI 530-05 a Z IL O Za D r� a1.. -a Iry Wood Standard: NDS -05 U J U Mi Minimum 28 day compr;ssfw; strength of concrete masonry units shall be 2800 p.s.i. based on net area of the unit. Occupancy Group: B:Business Z Q Z U Specified design com ressfvr _-,tree th of mason shall be f'm = 2000 s.i. All units for exterior walls, load- Exposure Category: C:Open terrain H Z 0 bearing walls and shear ,wall shall be normal weight block. P Building Classification: 2:Buildings and other structures. LU LU w UJ O Z M2. All mortar shall be 1 ype S Ni admixtures may used unless approved by architectlengfneer. Mortar shall not be Model Code Standard: ASCE 7-05 p U J Q O � O . V)ZLU Z used for M3 All blocckshalll be larouting iden ar riii ng bond pattern. ROOF DESIGN LOADS Dead Live F- OU Z Q OU O M4 Course grout shall be used wvere grouting is required. Slump shall be 8" +/-1 ". Minimum grout compressive Main Roof 22 psf 25 psf strength shall be 3000 P 0 psf - Q W M5 All reinforcing shall be AS f N :;1i i 5 Grade 60 (Fy=60 ksi). Lap all reinforcing a minimum of 48 bar diameters. 0 psf *-0 U M6. See architectural and specifications for all control joint locations. Reinforcing in bond beams shall be 0 psf W C) O discontinuous at control joint. 00 M7 Provide ladder type hos izoi }tai ;o iii t reinforcement at 16" o.c. Side rods and cross rods shall be #9 wire, galvanized, FLOOR DESIGN LOADS Dead Live Partition ' see specifications. Cut joint ru,inforcement at control joints. 80.0 psf 20.0 psf V 00Q M8. Provide "L" bars at all bona scam corners as required. (/a Z O O% M9. Fill cores of block solid with grout two full courses below the bearing of all beams or lintels supported on masonry. SNOW DESIGN CRITERIA 0 M10. All attachments to block sriali bm e ade with Hilti HX 1/2" diameter x 3" sleeve anchors, unless noted otherwise. Ground Snow Load: 20 psf o Q Anchors shall be installed pe n fanufacturer's recommendations. Flat Roof Snow Load: 14 psf o 0 M M11. See typical schedules for masonry and steel lintels not indicated on plans. Minimum Snow Load: 20 psf V) M M12. All masonry units below grade to be grouted solid. Sloped Roof Snow Load: 14 psf M13. Provide ties to all structural stLi-1 Rain on Snow Surcharge: 0 psf J LL o w M14. All interior, non -load bearing masonry walls over 12'-0" high, shall be supported on thickened slab as per typical Importance Factor: 1 Y p W detail. Wall vertical reinforcing ,hail be #5 @ 48" OC full height. Unless noted otherwise. Exposure Factor: 1 Partially Exposed J NI15. All cores with reinforcing steel shall be grouted solid, full height of wall. Thermal Factor: 1 Heated LL m J IM LL WIND DESIGN CRITERIA O j V M Basic Wind Speed: 90 mph op Z LLJ Importance Factor: 1 m J MASONRY ANCHORAGE Enclosure Classification: Enclosed �, J m Gust Factor: 0.865 w 6 O MA1. All attachments to maboi if,,;hail be made with Hilti anchors as scheduled below unless noted otherwise. Anchors shall be installed per manufac,uiti , recornmendations. SEISMIC DESIGN CRITERIA 0 U U Z MA2. At steel connections to masons 1,1 construction, provide the following hole diameters in steel elements to accommodate Seismic Design Category: B field tolerances: Spectral Response, Stls: 0.189 112' anchof s : i (, .,iid bili, 13/16" dia w/ 1/4" x2" x2" weld washer where noted. Spectral Response, Sd1: 0.1264 3/4" anchor: i I u :'ia std, 1" dia w/ 3/8" x3" xY weld washers where noted. Site Class: D MAS Where weld washers aru indi,_<,ted do not weld until epoxy adhesives have fully cured. Do not apply excessive heat Resisting System (SFRS): H.1 Structural Steel Systems Not Specifically Detailed for Seismic Resistance which made adversely attect L,pcmy adhesives. Weld two opposite edges of weld washer typically with 3/16" fillet weld. Response Mod. Factor, R: 3.0 MA4 Type 1-A: Grout Filled Conn Lite Block- Overstrength Factor, 4: 3.0 3/4"x6 518" einbe(!ni-_nt HIT, or A36 threaded rod, secured with Hilti HY150 epoxy. Design Base Shear: 6.29% W Design value,. 3740101, 20201b V. Analysis Procedure: Equivalent Static Type 1-B:Hollow Concretes Block fNW or LW). 1/70" ernbednienr Hilti HIT -A rod w/screen tube and Hilti HY20 epoxy. G2. Reactions and forces indicated are unfactored, Allowable Strength Design (ASD) loads. Design value:; ii!, 1 1230 Ib V. G3. If Drawings and specifications are in conflict, the most stringent restrictions and requirements shall govern. Contractor o Type 1-C:Hollow Concrete B of i, I though -bolt. shall bring all discrepancies to the attention of the engineer immediately. 314"x8" or 13 Hilt: i it I or A36 threaded rod, w/ Hilti HY20 epoxy, screen tube steel sleeve, 3/8"x(3"4" plate G4. Verify all existing conditions prior to any construction or fabrication. If different than shown, notify engineer/architect immediately a washer. for modification of drawings. - Design valu . i 4ww, l 180011b V. G5. All contractors are required to coordinate their work with all disciplines to avoid conflicts. The arch itectura1,mechanical, Type 1-D:Grout Filled Coi to t tt: Block electrical and plumbing aspects are not in the scope of these drawings. Therefore, all required materials and work may not be Z N 3/4'x4-34' einoeonienr Hilti Kwik Bolt II expansion bolt. indicated. It is the contractor's responsibility to coordinate these drawings with all other construction documents. O F - Design value 1620 T, 3110 V (>16" from edges) Refer to architectural drawings for all dimensions not shown on these drawings. Locations, sizes and numbers of all 05 MA5 Type 2-A:Hollow Brick df c ,,. i iie openings may not be completely indicated in the structural drawings. The respective contractor shall verify their work 112"x3-3/8" Hilti HIT -A, or A36 threaded rod, w/ Hilti HY20 epoxy and screen tube. with all other disciplines. Design value:: 7751b T, 13751b V (Brick) G6. The contract documents represent the structure only. They do not indicate the method of construction. The contractor 1501 T, 50010 V (Clay tile) shall provide all measures necessary to protect the structure during construction. Such measures shall include, but not limited Type 2-13:Hollow Back ani 11it to, bracing, shoring, underpinning, etc. McComas Engineering is not responsible for the contractor's means, methods, 1,1'0-18" tinbedmernt Hilti HIT -A, or A36 threaded rod, wl Hilti HIT -I insert. Hilti HY20 epoxy, screen tube, techniques, sequences or safety procedures during construction. Design value: 11601b T, 16351b V (Hollow Brick) G7. Notes and details shall take precedence over general structural notes. Where no details or sections are shown, construction 0\ttt 1851bT,5001bVCla lllrr„�� (Clay Tile) shall conform to similar work on the project. Typical sections and details may not be cut on the plans, but apply unless noted ��N Type 2-C:Multiwythe Bu, r iwA th. h -bolt. otherwise. �.�•..... 374"x8"er ibedn ew Hilti HIT, or A36 threaded rod, wl Hilti HY20 epoxy, screen tube, steel sleeve, 3/8"x6" x6"L9 G8. Provisions for future expansion: V plate washer Vertical: None _ 14-3 o z'.� Design value : 1-4001t)1 18001b V. Horizontal: Expansion to the southeast is anticipated, but no provisions for support have been provided in these documents. = w o cV3 - Type 2-D: Multiw the Hncr : oitled wythes. Wind loads have been calculated based on anticipated expansion. Z -� ' � Z o a 3/4" x8" efr,beurnei t Hllu HIT, or A36 threaded rod, w/ Hilti HY20 epoxy, screen tube, steel sleeve. ' 280 Design value:, 8001b T, 14001b V. H REINFORCED CONCRETE NOTES (Foundations, Slabs & Walls) STRUCTURAL STEEL NOTES RC1. All concrete shall have the following 28 day compressive strengths: �7 LOCATION STRENGTH AIR ENTRAINMENT VV SS1 All structural steel shaii ,unrorrn to the following: Wall Footings, Spread Footings: 3000 psi 2% W Shapes ASTM A992, Grade 50. All concrete exposed to freeze/thaw, exterior Angles. i;fianneis /dates Bars ASTM A36 (Fy=36 ksi) slabs, piers, walls, columns, grade beams, HSS Tubes ASTM A500, Grade B (Fy=46 ksi) HSS Pipes ASTM A500, Grade B (Fy=42 ksi) concrete exposed to freeze/thaw: 4000 psi 6% Anchor Ran ASTM F1554, Grade 36 Interior slabs on grade, S62_ All steel shall be detailec, and erected in accordance with: fill for metal deck: 4000 psi Non AE AISC 360-05 Sp citication for Structurl Steel Buildings", Allowable Strength Design AISC 303-05 "Code of Standard Practice" SS3. If beam reaction is not indicates±, connection shall be designed using AISC 360, "Maximum Total Uniform Load" Table 3-6. RC2. All reinforcing steel shall be detailed, supplied and placed in accordance with ACI 315, ACI 318 and CRSI MSP -1. SS4 All bolted connections shall ba made with 314" diameter, A325 bolts with nuts and washers, unless otherwise noted. All RC3. All reinforcing steel shall be shop fabricated and, where applicable, shall be wired together and conform to ASTM A connections shall be shear br a<:ing connections tightened to snug -tight condition, unless otherwise noted. All connections 615, Grade 60. RC4. Chamfer edges of exposed concrete t cylinders unless noted otherwise. shall conform to the LRFD SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. SS5 All shop and field welds shall ne made using E70 electrodes or equivalent. RCS. Contractor shall make four, 6"x12" test cylinders for each 50 cubic yards of concrete poured for each days operation. SS6. All headed concrete anchors stfall be ASTM Al 08 (Fy=50 ksi), 314" diameter x 4" after welding, unless noted otherwise. Break 1 at 7 days, ri at 28 days and retain spare. SST Steel fabricator shall obtain thsize e and location of all openings for grilles, louvers, etc. before proceeding with the RC6. All welded wire fabric shall conform to ASTM A185, Fy(min) of 65 ksi. All welded wire fabric laps shall be 8". RCT All finished concrete, concrete formwork and falsework shall be in accordance with ACI 301. Contractor is solely fabrication and erection of if ,ize a d frames. responsible for the design and construction of all formwork, falsework and shoring. SS6 Provide Heckman #121 and ;.130 channel slot and channel slot anchors at all columns that abut masonry walls, unless RC8. Provide the following coverages over reinforcing: noted. SS9 Provide temporary N cjui l, of if situ cture until all permanent lateral support is in place. LOCATION SS10 Structure Stability Thr nlfrt iuol at floor decking materials must be fully erected and connected to the supporting Footings: Bottom and Unformed edges 3" steel before temporary. erecuoi 1 tri,;=ng ;s removed. Footings: Formed edges and top 2" SS11. RD = Roof Drain iocatioi r f o f de ;feel frame for drains per standard detail. See other drawings for actual drain type, number, size, etc. CoUldu Batt- with drain contractor.l Slab on grade: Welded wire fabric Upper Third � O Fill for Metal Deck: Welded wire fabric Upper Third Reinforcing Steel: Bottom 2" STEEL JOIST NOTES RC9. Provide sleeves for all openings in grade beams or walls to totally separate pipe from concrete. D O SJ1. Provide all joists. bridqu , cjisssories for the complete erection of joists in accordance with the current Steel O Joist Institute "STANDAkl[) SPF fFICATIONS AND LOAD TABLES FOR OPEN WEB STEEL JOISTS AND JOIST GIRDERS" and Undervmtt rs t_aooiatories "STANDARD, FIRE TESTS OF BUILDING CONSTRUCTION AND MATERIALS' SHALLOW FOUNDATION AND SLAB ON GRADE NOTES UJ SJ :. Bridging shall be (,on ,,)i t i ci and joists aligned before any construction loads are placed on joists. SF1. Design Soil Bearing Pressure: U SJ3. Do not weld bottoni cfiu t+ of is st to columns unless noted on drawings. Spread Footings 3000 psf SJ4. Install erection bolts at ail joi I girder to column and joist to column connections. Wall Footings 2500 psf LL SJ5. Where ballasted rooffriq .s 110 sho,,,n on architectural drawings, provide uplift bridging at all joists as per (Based on soils report prepared by Terra Site Development, Inc.). Q "STANDARD SPECIFIC,v i IONS .AND LOAD TABLES FOR OPEN WEB STEEL JOISTS AND JOIST GIRDERS" for a SF2. Soil to be stripped, compacted and tested in accordance with the recommendations of the soils engineer and project net uplift load of 35psf it korner zones, 20psf in edge zones, 8psf in the field (Zones defined by ASCE 7). specifications. O SF3. Footings shall be placed on firm, undisturbed soil or on engineered fill. Engineered Fill: Naturally or artificially Z graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand; ASTM D 2940; with at least 90 percent passing a 1 -1/2 -inch sieve and not more than 12 percent passing a No. 200 sieve. STEEL DECK NOTES mixture Slabs shall be placed on compacted, free -draining, frost -free drainage course. Drainage Course: Narrowly graded mixture of washed crushed stone, or crushed or uncrushed gravel; ASTM D 448; coarse -aggregate grading Size 57; MD1. All metal deck material iahi -iii i r and installation shall conform to Steel Deck Institute" SDI SPECIFICATIONS with 100 percent passing a 1 -1/2 -inch sieve and 0 to 5 percent passing a No. 8 sieve. All fill shall be compacted to MD2. Roof deck shall be vveiceda usfcq 36!4 pattern with (2) #10 TEK sidelap fastener unless otherwise shown in typical detail. a minimum dry density of 95% of the modified Proctor maximum dry density (ASTM -D1557), placed in 6" to 8" lifts. Pea MD3. Provide TS 2112x 2 172x 15 deck support, field welded to joist or beam at all deck span changes. gravel may not be used as fill. Utility trenches and excavations under the foundations or slabs shall meet the same O MD4. Provide L3x3xl /4 deck .support at all columns where required, unless noted. requirements. See soils investigation report for further recommendations. MD5. Provide 20 gauge cover plate at all roof deck span changes. SF5. Undercutting of the soil for foundation and/or slab placement may be required. These drawings do not indicate the MD6. Provide L3x3xl/4 at all unsupported edges of deck and around roof perimeter, unless otherwise noted. entire scope of undercutting, fill or bad soil removal that may be required to attain the design soil bearing MD7. All deck shall be provided iii r, n inirrium of 3 -span lengths where possible. pressures. It is the responsibility of the contractor to obtain a soils investigation report, before bidding, to assess 0% the extent of excavation and compaction that may be required to meet the design criteria. The contractor shall retain the services of a soils engineer to monitor all backfilling operations and to inspect footing bearing material. A report certified by Ln the soils engineer shall be furnished to the architect/engineer verifying that all foundations were placed on a material capable of sustaining the design bearing pressures. SF6. If dewatering is required, sumps shall not be placed within the foundation excavation. SF7. Maintain a maximum slope between adjacent footing bearing elevations of 2 horizontal to 1 vertical. Maintain a 2 horizontal to 1 vertical slope next to existing foundations to avoid undermining foundations. SF8. No horizontal joints are permitted in any foundation. Vertical joints are permitted only in wall footings. SF9. Shallow foundations may be earth -formed where the excavation permits. If earth -forming is used, add 2" to the width GENERAL NOTES SCHEDULES and length of all foundations. AND ABBREV SF10. The bottom of all foundations shall be a minimum of 36" below final grade. S400 1"tl I U 116 ADDITIC (4) #4x1' ADDITIONAL OPENING IN #4x1'-6" @ SLAB I EACH CORNER J LIMITS OF SLAB REINFORCING TYP SLAB ON GRADE OPENING SCALE: NTS CONC SLAB #3 x 9" @ 12" OC Q - #3 CONT 9.. CL LU T/SLAB w +(SEE PLAN)-- m COMPACTED DRAINAGE FILL om �U) ZD LU Z Y og U� wm �a om T/SLAB +(SEE PLAN) 1 8" MIN SECTION SEE PLAN FOR LIMITS WWF TO CONT THRU DEPRESSED SLAB AREA SECTION z a WE EXTEW(I n- . EXTERIOR SLAB SEE CIVIL CMU/CONC WALL LOWER SLAB O CMU WALL 0 SLAB ON GRADE TYPICAL DETAIL KEY PLAN SCAt NTTL h a PLAN ILLUSTRATES CONST Ri N ,FPTS ONLY. SEE PLAN FOR ACTUAL DIMENSIONS AND ARRANGEMENTS. VAPOk kL i,LiRDER FORMED KEY CONC SLAB - ��. T/SLAB - +(SEE PLAN) 4 - COMPACTED GRANULAR FILL SEE orl FOR -- COMPACTED SUB GRADE TYP SLAB CONSTRUCTION JT TYP COLUMN ISOLATION JOINT SCALE: NTS CONC SLAB - T/SLAB OIL +(SEE COMPACTED DRAINAGE FILL TYP DEPRESSED SLAB SECTIONS SCALE: NTS CONC SLAB T/SLAB +(SEE PLAN TYP EXPANSION JT AT WALL SCALE: NTS CMU/CONC WALL T/SLAB +(SEE PLAN) SLAE TYP LINE TYP COLUMN ISOLATION JOINT SCALE: NTS Ao ,ry ..:,jkED INTERIOR SLAB EXTERIOR SLAB — 1/2" EXP JT MAT'L H ,K�;H @ THRESHOLD �, SLOPt CONC SLAB VA PERIMETER INSULATION 7 SEE ARCH TYP SECTION AT ENTRY SCALE: NTS INTFRInR SI AR FYTFRinR ci , PERIMETER INSULATION _ SEE ARCH TYP SECTION AT EXTERIOR SLAB SCALE: NTS MAX JT SPACING I JOINT DEPTH IT -O" 1 " 15'-0" 1114" 15'4" 1 1/2" 18'-0" 13/4" F -- 20'-0" f..._24'-0" 2" I 2114" 54" 21/2" 25-0" 3" 1/8" SAW N CONTROL JOINT, ALL VAPok r<t i;4NDER JOINTS SHALL BE SAWN WITHIN 12 C�1fJ� ,-�eij HOURS OF SLAB POUR T,sLA6 _ - +(SEE PLAN) `�y --- COMPACTED GRANULAR FILL —+--- COMPACTED SUB GRADE TYP SLAB CONTROL JT 0 PROVIDE CONTROL JOIN T Di i �A, b.hSED ON MAXIMUM JOINT SPACING, UNO. TYPICAL CONCRETE SLAB JOINTS 4 ALL INTERIOR MASONRY ALL S OVER 12'-0" HIGH w/ 4' 0" OC, UNO -,.77 Tj fi-7- Ifs x DOWELS, UNO _THICKEND PORTION OF �' o., SLAB TO BE TWICE THE SLAB THICKNESS CALLED (3) #5 CONT OUT ON THE PLANS a -- - T- 0" TYPICAL THICKENED SLAB CONC SLAB Co w METAL CONSTUCTION JOINT =w KEY m Q +� Co � TYP - If- - COMPACTED DRAINAGE FILL [UP OF RAMP )NG SLAB METAL CONSTUCTION JOINT -- � KEY T/STL PLAN) La 1717 East 116th Street, Suite 200 > H Q Carmel, Indiana 46032Att U_ -Z LU w U J W 317-580-0402 McCOMAS Q � www.mccomaseng.com Z z d 2 L) ~ ENGINEERING z °o ce � w Structural Engineers w � � a = D T F- �docw�UU 2 �wUWD~z U oc " 0 0 2 cC g=od=ye Q COL MARK, SEE SCHEDULE f' Z a W QZ U P16 = PIER MARK, SEE SCHEDULE FOR ACTUAL SIZE, Z Q p % Ce d o TIP = TOP OF PIER ELEV BASEPLATE AND ANCHOR d z a 0 d j N DC P16 T/P -0'-8" RODS ' L9 0 J H Z U F - F4 = COL FTG MARK, SEE SCHEDULE -�_ 5cr% Z U < 0 z LLO � D U T/F = TOP FTG ELEV F4 T/F -2'-8" `� V) D Z °C Q W 0 dUjwc_ww� Co ao 0UJdJcn0 N G L)zUjo0zULt I U N CONCRETE MASONRY UNIT WALL (MW) i r"- — W T/STL SEE SCHED FOR SIZE AND REINF POCHE REPRESENTS m U +(SEE PLAN) MASONRY WALL O T/W = TOP OF WALL ELEV W %0 O LL CONCRETE WALL (CW), SEE SCHED INDICATES EDGE ~ > SPOT ELEV INDICATES CV TOP OF CONC FOR WALL THICKNESS AND REINF I OF WALL FTG (� z Ov CIO o'%,INDICATES EDGE OF WALL -0' FTG UNDER FLOOR SLAB C 8 T/W -8" o 00 ------------ --� Z ------J Q 0% No V) Q M P16 TF24 T/F 2'-8" a� 7 M POCHE REPRESENTS O Z 1 CONCRETE WALL F4 2 Y< O W S401 CONCRETE TRENCH FTG (TF), SEE S401 J _ SCHED FOR SIZE AND REINF Liu —� M T/F - TOP OF FTG ELEV INDICATES PLAN DETAIL O — INDICATES SECTION CUT Z j V M 12 COL GRID, COLUMNS CENTERED ON m m C7 J 8GRID INTERSECTION, UNO � Y c7i Q m w �Z o �O O FOUNDATION PLAN LEGEND o U U z SCALE: NTS 11 12 EDGE OF DECK, COL GRID, COLUMNS PERIMETER ANGLE LU CENTERED ON GRID `r o ZIWA1 422 INTERSECTION, UNO +23'-0" B +23'-0" OPENING THRU DECK AND FRAMING BEAM CAMBER 7t INDICATES SECTION CUT M U U) NUMBER OF ---------� N _ "X 1 SHAR STUDS S401 INDICATES BEAM SIZE -� TOP OF STEEL ELEV AT GRID INTERSECTION INDICATES JOIST SIZE 2 s C S401 UNFACTORED REACTION IN KIPS Y Y INDICATES PLAN DETAIL o o TOP OF STEEL ELEV �z q Q T/JOIST GIRDER ELEV o z N INDICATES X o TENSION/COMPRESSION IN BEAM Lo v' z 'i' INDICATES BEAM SIZE JOIST GIRDER SIZE �� C (UNFACTORED) Co 32LH12 JOIST SIZE HORIZ BRIDING INDICATES KNEE BRACE m A Y W" BRIDGING W14x22+24'-0" `° DD 2 MOMENT CONNECTION INDICATES BRACING S501 INDICATES BRACING ELEVATION FRAMING PLAN LEGEND SCALE:NTS LEGENDS & TYP SOG DETAILS CONC SLAB HVAC DUCT (SEE MECHANICAL FOR SIZE & LOCATION) GRANut., e 500 PSI CONCr ° 0 10" SLUMP 6" PERFORATED DRAIN UNDERSLAB DUCTWORK DTL SCALE: 3/4" = 1'-0" SHEATHING HOHMANN&BARNARD DW -10 SCREW ON SINGLE ANCHORS WITH VEE WIRE TIE (5" LONG) NOTE. ONE VENEER TIE REQ'D FOR EVERY 2 SQFT OF VENEER CFS FRAMING VENEER ANCHOR DETAIL SCALE: 3/4" = 1'-0" 4 I SCALE I (4) #6 VERT DOWELS FROM FOOTING -- WALL FOOTING (WF) DOWELS TO FTG - ° #5 @ 16" OC AROUND PERIMETER - ° EXTEND DOWELS -- INTO MASONRY #3 TIES - SPACING TO MATCH P24 — WALL FOOTING (WF) T/SLAB +0'- 0" B/F 4- 8" 5 B/F 4- o� i #3 TIES SCALE. 1:' 2" CL (8) #5 DOWELS TO FOOTING - EXTEND DOWELS INTO I MASONRY am r, TYPICAL CORNER PIER DETAIL SCALE 3 -# CFS STUD � I I 1/2"0 x 8" ANCHOR RODS @ 32" -C I 1/2" EXP JT MAT'L i 1717 East 116th Street, Suite 200 Carmel, Indiana 46032 317-580-0402 WCOMAS www.mccomaseng.com ENGINEERING Structural Engineers VENEER - SEE ARCH SHEATHING SLAB "DEGRADE RIGID INSULATION - SEE ARCH WALL FOOTING (WF) SECTION SCALE: 1" = 1'-0" CFS STUD Ii - a a�. �e' 4. ° °° #5 DOWEL @ 48 °" OCC i 1/2"0 x 8" ANCHOR RODS @ 32" OC 112" EXP JT MAT'L i SLAB T/SLAB +0'- 0" / GRADE - • d - C y RIGID INSULATION SEE ARCH e. ° #5 DOWEL @ 48" OC q - °e ° d° a 4. ° ° WALL FOOTING (WF) ' T/F 4- 8" B/F 4- 0" SECTION SCALE: 1" = 1'-0" i� CONC FTG T/F (SEE PLAN) TYPICAL Z — COLUMN LU LIJ T/P A, ,(SEE PLAN) ANCHOR RODS PIER VERT REINF WITHIN TIES SEE SCHEDULE A SECTION A S� SFF DI ANI CONC PIER PIER VERT REINF SEE SCHEDULE PLACE TIE IN FTG FOR DOWEL ALIGNMENT � SEE PLAN U LU Ln? Z O Z)wou�_ -Z LU U XJ Uj QWULd a: Q LU Igae Z2QDU I- 0Pz0�l~U LU ��cw�U °ZU���Q 2 u] w ~ ZQ U LU 0 LU 0 � d Q UJI =O�v'~Q� �Www�ZU Z QH�0< C70_j UH D 3UHZ°COU U LU O aUJQ-Jin� • U v_)ZW00Z F_UUZQ�OUO - o w m a V LLI 'OOLL d 00 N Z o o% o Q 0 0 [h V) o w Y O LLI J m J M J > M O Ln m0°Q9 J o N Co w o 0 UU OOz V) Q J W N M � O 0 W W V u 0 OW Ln ALL HORIZ DNT THROUGH O ER REINF SECTIONS AND DETAILS PIER INTEGRATED w/ TRENCH FOOTING PIER ELEVATION n S02 I"tl I U 116 w o LU � y X Q � Co F i i VENEER ANCHOR DETAIL SCALE: 3/4" = 1'-0" 4 I SCALE I (4) #6 VERT DOWELS FROM FOOTING -- WALL FOOTING (WF) DOWELS TO FTG - ° #5 @ 16" OC AROUND PERIMETER - ° EXTEND DOWELS -- INTO MASONRY #3 TIES - SPACING TO MATCH P24 — WALL FOOTING (WF) T/SLAB +0'- 0" B/F 4- 8" 5 B/F 4- o� i #3 TIES SCALE. 1:' 2" CL (8) #5 DOWELS TO FOOTING - EXTEND DOWELS INTO I MASONRY am r, TYPICAL CORNER PIER DETAIL SCALE 3 -# CFS STUD � I I 1/2"0 x 8" ANCHOR RODS @ 32" -C I 1/2" EXP JT MAT'L i 1717 East 116th Street, Suite 200 Carmel, Indiana 46032 317-580-0402 WCOMAS www.mccomaseng.com ENGINEERING Structural Engineers VENEER - SEE ARCH SHEATHING SLAB "DEGRADE RIGID INSULATION - SEE ARCH WALL FOOTING (WF) SECTION SCALE: 1" = 1'-0" CFS STUD Ii - a a�. �e' 4. ° °° #5 DOWEL @ 48 °" OCC i 1/2"0 x 8" ANCHOR RODS @ 32" OC 112" EXP JT MAT'L i SLAB T/SLAB +0'- 0" / GRADE - • d - C y RIGID INSULATION SEE ARCH e. ° #5 DOWEL @ 48" OC q - °e ° d° a 4. ° ° WALL FOOTING (WF) ' T/F 4- 8" B/F 4- 0" SECTION SCALE: 1" = 1'-0" i� CONC FTG T/F (SEE PLAN) TYPICAL Z — COLUMN LU LIJ T/P A, ,(SEE PLAN) ANCHOR RODS PIER VERT REINF WITHIN TIES SEE SCHEDULE A SECTION A S� SFF DI ANI CONC PIER PIER VERT REINF SEE SCHEDULE PLACE TIE IN FTG FOR DOWEL ALIGNMENT � SEE PLAN U LU Ln? Z O Z)wou�_ -Z LU U XJ Uj QWULd a: Q LU Igae Z2QDU I- 0Pz0�l~U LU ��cw�U °ZU���Q 2 u] w ~ ZQ U LU 0 LU 0 � d Q UJI =O�v'~Q� �Www�ZU Z QH�0< C70_j UH D 3UHZ°COU U LU O aUJQ-Jin� • U v_)ZW00Z F_UUZQ�OUO - o w m a V LLI 'OOLL d 00 N Z o o% o Q 0 0 [h V) o w Y O LLI J m J M J > M O Ln m0°Q9 J o N Co w o 0 UU OOz V) Q J W N M � O 0 W W V u 0 OW Ln ALL HORIZ DNT THROUGH O ER REINF SECTIONS AND DETAILS PIER INTEGRATED w/ TRENCH FOOTING PIER ELEVATION n S02 I"tl I U 116 DECK A992-Gr50 CAP PL, t=1/4" + —\\\y BEAM FLANGE THICKNESS I O O O 0 Q Q WT5x9.5 BEAM COLUMN TYPICAL AT TOP OF COLUMN TYP HSS COL MOMENT CONN 14 SCALE: 1" = 1'-0" 5403 —J JVIJI JSTS TO BEAM CONN DETAIL SCALE: 3/4" = 1'-0" n JST TO JST GIRDER CONN DTL SCALE: 3/4" = 1'-0" T 7 JST GIRDER TO COLUMN DETAIL SCALE: 3/4" = 1'-0" Sot, 5/8" CAP PLATE 21/2" �9 112" MAX 112" MAX 314"0 BOLTS i 3/4"0 Bvl_- (TYP) " MIN (TYP) " MIN BEAM A BEAM BE,i,; I BEAM I l 1. i b Q TYP TYP I I 1/4 3/8" SHEAR TAB WIDE FLANGE 3'6 ' " " — HSS COLUMN COLUMN SIMPLE BEAM (@_ TOP OF COLUMN SIMPLL bLAM ca) T )N OF COLUMN BEAM COLUMN CENTERLINE ,r --4 "MIN 3/4"0 BOL I b, r 114" BRG STIFFENER j` Olt 1/2" MAX (ONE EACH SIDE OF " WEB) TYP 3/4" THICK 6 - CAP PLATE I (TYP) TYP > 34"0 BOLT 4 TOTAL) REF NOTE 5 3116 —{MIN1.- 3„ I; HSS COLUMN Jib "" `' I �— HSS COLUMN CONTINUOUS BEAM blIVII LL bLAM 1Ivnl' COLUMN) TYP STL BEAM CONNECTIONS SCALE: 3/4" = 1'-0" FRAMING ---- -- MEMBERS - BEAMS OR JOISTS i NOTE 1 MECH CONTRACTOR S'riALi- r r"L_r�/lu ,[- t-ABRICATOR WITH OPENING SIZES AND LO(A 1 It.)NS REFER TO ARCH DWGS FOR Lo(,A i ii )N uF OPENINGS. 3. PROVIDE THIS DETAIL AT ALL uPi:.NiNGS GREATER THAN 12" SQUARE. TYP ROOF OPENING FRAMING SCALE: 3/4" = 1'-0" DEC ^ WHERE C6 CROSSESJST OR BM PROVIDE STIFFENER L2x2xl 4 EA SIDE OF JOIST TO BOTTOM CHORD PANEL POINT TYP SECTION A JOIST ONLY 6-0" ENTERLINE OF MAX JOIST OR BEAM CENTERLINE OF JOIST OR ' a BEAM (6x10.5 — — ;- - EXTEND CHANNELS TO NEXT L3x3x114 FRAME JOIST IF REQ'D, DO NOT AT OPNG CANTILEVER MORE THAN V-0" MECHANICAL UNIT AAST PANEL POINT " ARl' wi TYPE OF JST, -- - C6x10.5— — SEE PLAN FOR SIZE (JOIST ONLY) MECHANICAL CURB MUST BE CAPABLE OF SPANNING TO CHANNEL FRAME PLAN SIDE CHANNELS 114 — <TYP S�ti7---�I pQ�G I TYP 5�� DFvR CK �p C" FRAMING G p\S�P�G L CL _ 0�P Y Z \ "OPNG a UJ O u> 0 J — — — CL J4 L3x3xl/4 (TYP) )II., ANGLE FRAME DETAIL TYPICAL ROOF OPE SCALE: 3/4" = 1'-0" NOTES: 1. MECH CONTRACTOR SHALL PROVIDE FABRICATOR WITH SIZES AND LOCATIONS 2. REFER TO ARCH DRAWINGS FOR LOCATIONS OF OPENINGS. 3. PROVIDE THIS DETAIL AT ALL OPENINGS GREATER THAN 12" SQUARE, INCLUDING ROOF DRAINS. 4. PROVIDE CHANNEL FRAME FOR UNITS GREATER THAN 250lbs FOR OPEINGS. NTNG FRAME W COLUMN 511 b�/`T 314" SEAT PLATE I � J 5/16 1 3/4" STIFFENER - 5/16 PLATE ! 6„ 5/16 5/16 \ �' 5/16 ELEVATION 3/4" SEAT PLATE 1. I W COLUMN SECTION A JOIST GIRDER SEAT PLATE CAPACITY L ASD CAPACITY 10" 51k 12" 71k 14" 92k 16" 114k 18" 137k 20" 161k 22" 185k 24" 209k 26" 233k NOTE: 1. Provide holes as req'd. 2. Verify joist girder width is compatible with seat plate width. JOIST GIRDER BRIG CAPACITY 7;ALE: 3/4" = 1'4" 1717 East 116th Street, Suite 200 'kt Carmel, Indiana 46032 mmm.A 317-580-0402 McCOMAS www.mccomaseng.com ENGINEERING Structural Engineers I? SEE SCHEDULE LU V W LU LU U 0 0 i ANCHOR ROD EDGE DISTANCE .r ,p 7/8"0 13/4"0 U U :0 U 11/4"0 21 /2"0 I 3"0 2"0 Q 1717 East 116th Street, Suite 200 'kt Carmel, Indiana 46032 mmm.A 317-580-0402 McCOMAS www.mccomaseng.com ENGINEERING Structural Engineers I? SEE SCHEDULE LU V W LU LU U 0 0 i ANCHOR ROD EDGE DISTANCE 3/4"0 1 1/2"0 7/8"0 13/4"0 1110 2"0 11/8"0 21 /4"0 11/4"0 21 /2"0 11/2"0 3"0 2"0 4"0 bAbLPLATE - PLAN SEE SCHEDULE COLUMN 1/4" LEVELING PLATE i I 3/4" NON -SHRINK, NON METALLIC GROUT n ANCHOR RODS J COLUMN BASE DETAIL SCALE: 3/4" = 1'-0" UJ UJ of Zoo o ft� of PL 3/4"x4"x4" U_ i �-17Qi 0 o w/ NUT OD ' `0 1/2"0 3/4"0 or 7/8"0 1110 1 1/8"0 or 11/4"0 1 112"0 or 2"0 ANCHOR ROD ANCHOR ROD ANCHOR ROD ANCHOR ROD ANCHOR ROD NOTES: 1. SEE SCHEDULE OR SECTIONS FOR REQUIRED ANCHOR ROD SIZE AND SPACING. 2. PROVIDE NUTS AND WASHERS FOR ALL ANCHOR RODS. T/SLAB, PIER WALL OR FTG T/SLAB, PIERn WALL OR FTG PL 3/4"x4"x4" w/ NUT TYPICAL ANCHOR ROD DETAILS 2 SCALE: 3/4" = 1'-0" k S403 MAY BE SHOP MAY BE SHOP WELDED!j4r WELDED 3/16 2-12 SLABLAN SEE PLAN ANGLE OR BENT PL, — — ANGLE OR BENT PL, CONT w/ STUDS @ 36" OC CONT (MIN THICKNESS (MIN THICKNESS 3/8") 1/4") DECK BEAM BEAM PERIMETER ANGLE FOR PERIMETER ANGLE FOR CONCRETE SLAB (BEAM ROOF DECK (BEAM) PERIMETER ANGLE FOR ROOF DECK (JOIST) TYP PERIMETER ANG SCALE: 3/4" = 1'-0" �/, s V 2-12 4SEEPLAN DECK ANGLE OR BENT PL, CONT (MIN THICKNESS 114") 1E OR BENT PL, IT (MIN THICKNESS JOIST JL PERIMETER ANGLE FOR ROOD DECK (JOIST) LE CONN /007 3'-0" 36/4 PATTERN ALL SUPPORTS NOTE: 1. ALL WELDS SHALL BE 5/8"0 PUDDLE WELDS. 2. USE (2) #10 TEK SCREWS SIDELAP FASTENER PER SPAN RF DECK FASTENER PATTERN SCALE: 3/4" = 1'-0" LLi w p- Jw H Z) <usULUw Z) Q Z2Q�� C7F-z0��1- 'Lw _ °ZZ)W�wQ wUW�H LL o w O o 0 U 2ate I-wWD3zv ' zIQ-0 R eg Qz_JZUN UJ ~ - 3NF_zLL 2 0, — tz LLj U UJ 0 Z a w V)Zwp0ZU U H 2 0 z 0 Q C6 o W V r LU V 0 Q Z v o Q 00 0% C) 1- V) U) LL o Y o Z � Z LU � N. Wm J I� LL O > N M J Www �uu� o0 00Z 0 770 a V) Z t7u cn Z _LL3L9 oo 85 U J W N M O D 0 0 W W V u 0810 C I z J OW Ln 0- SECTICINS AND DETAILS S403 I"CIIVI Id SCALE: 3/4" = 1'-0" CFS CLIP FASTENED TO STRUCTURE w/ (2) #10 TEK OR (2) 0.177"0 PAFs (MIN) i" STEEL BEAM, CHANNEL, TUBE, ETC, SEE PLAN w BEAM, CHANNEL JBL-, ETC, SEE PLAN 11- l,r c' i UD N / r \� TYPICAL STUD� o-_)GREWS +"TEK � L _ I�i�lifvi TOP FLANGE SURFALt A I I AC:HIMEN US CONT ANGLE OR VERTICAL - FACE OF GIRT, CHANNEL TUB ETC. 3" MIN VERTICAL FACE CFS CLIP w/ (2) #10-16 SCREWS TO STUD, ATTACH TO VERTICAL FACE OF STEEL w/ (2) 1/4" TEK OR (2) D.1770 PAFs (MIN) TYPit - 's.i11H�� VERTICAL FACE ATTAC HWILN i b TYP CFS SLIDE CLIPS SCALE: 3/4" = 1'-0" FLAN VIEW CFS JOISTS H CF WAI_I WIDTH INTERIOR OPENING HEADER SCALE: 3/4" = 1'-0" T/STL +(SEE PLAN TRACK F�1 -11 r n11nAl 1" GAP FS FRAR w 0 LU RIPPLE STUD = U LU LU f- _ U_' 3USSET PLATE, u' EACH SIDE TRACK PIECE @ DPEN SIDE JAMB (BACK TO BACK) CRIPPLE STUD .ANCHORAGE @JAMB TYP CFS TOP SLIP CONNECTION SCALE: 1 1/2" = 1'-0" - CFS STUD (1 rAS ENER @ 16" OC, rULL HEIGHT OF WALL 1, TYP) CORNER FRAMING .i o.IvvkIII l WALL INTERSECTION FRAMING CFS INTERSECTION PLAN DTLS SCALE: 3" = 1'-0" LL LU 0 LU U LU w LU _ J Q 9 1717 East 116th Street, Suite 200 Carmel, Indiana 46032 Att 317-580-0402 McCOMAS www.mccomaseng.com ENGINEERING Structural Engineers TRACK � INFILL STUD SOLID BLOCKING: 18 GA TRACK. LOCATE L f l I.I ALL PANEL EDGES I.I G I.I BLOCKING AT END OF WALL ADJ TO #6 SCREWS @ 8" OC IN r I•I FIELD OF PANEL ri r I°I G LI a1 LI l LI ;.I r i°I L OPENINGS, AS REQ'D. NOTCH AND BEND cnT0 OD C7F-Z0 AB SPACING OF SHEAR WALL F I•I I•I F I•I I w��CL U °Z���wQ FLANGES 90° OR ANCHOR TO VERTICAL w/ SEE PLAN IF #6 @ 4"AROUND FOUNDATION REQ'D PERIMETER OF PANEL NOTES: CLIP ANGLES 1. ALL SHEATHING SHALL BE 5/8". JAMB (BACK TO BACK) JAMB (BACK TO BACK) 2. SHEATHING SCREWS TO BE SELF TAPPING -BUGLE HEAD SCREWS SHEATHING/METAL STUD WALL TYP PLYWOOD SHEARWALL SILL INFILL STUD Q Z_j O a U N z J Z-= Er .10-16 SCREWS (EA I �. .• U o �N�ZCe — GUSSET PLATE, CRIPPLE .ga UW0�-d WJ < _j W O �Zw00ZU �U?Q�U@ EACH SIDE @ EA STUD ANGLE a LU m V O ' r i I i� I 0% CD N � Q cn w w 0 W LU J h 0 m V) M m m N I m W w N OO 00 U U Z O ,LALTERNATE BRIDGING a ' I �R STUDS LESS THAN Ok DLT TERMINATION DLT #10 SELF TAPPING SCREWS EACH SIDE + UAL TO 6" - [ (2) #10-16 SCREWS O. -- ----- ----711 — — — — — — — — IFT---- -- (EA FACE) 'w a•:.J Z =r z o 00 / O d 67 85 U III N a i ow O W 1: BUC @ EACH V LL r O z M=r OW DLT JOINT Ln O 71 Kit ` t l CFS STUDS (5) 410-16 SCREWS (EH I- r NOT[ PROVI L i>ni� �.aS ATTACH BUC TOGETHER USING (2) #10 )R WALL SHEATHED ON ONt SELF -TAPPING SCREWS @ 12" OC i C At1 : t 0R WALL SHEATHED ON B� It +„ TYP TOP PLATE SPLICE CFS BRIDGING DETAIL SCALE: 3/4" = 1'-0" S404 SCALE: 3/4" = 1'-0" S4U SCALE: 3/4" = 1'-0" CFS CLIP FASTENED TO STRUCTURE w/ (2) #10 TEK OR (2) 0.177"0 PAFs (MIN) i" STEEL BEAM, CHANNEL, TUBE, ETC, SEE PLAN w BEAM, CHANNEL JBL-, ETC, SEE PLAN 11- l,r c' i UD N / r \� TYPICAL STUD� o-_)GREWS +"TEK � L _ I�i�lifvi TOP FLANGE SURFALt A I I AC:HIMEN US CONT ANGLE OR VERTICAL - FACE OF GIRT, CHANNEL TUB ETC. 3" MIN VERTICAL FACE CFS CLIP w/ (2) #10-16 SCREWS TO STUD, ATTACH TO VERTICAL FACE OF STEEL w/ (2) 1/4" TEK OR (2) D.1770 PAFs (MIN) TYPit - 's.i11H�� VERTICAL FACE ATTAC HWILN i b TYP CFS SLIDE CLIPS SCALE: 3/4" = 1'-0" FLAN VIEW CFS JOISTS H CF WAI_I WIDTH INTERIOR OPENING HEADER SCALE: 3/4" = 1'-0" T/STL +(SEE PLAN TRACK F�1 -11 r n11nAl 1" GAP FS FRAR w 0 LU RIPPLE STUD = U LU LU f- _ U_' 3USSET PLATE, u' EACH SIDE TRACK PIECE @ DPEN SIDE JAMB (BACK TO BACK) CRIPPLE STUD .ANCHORAGE @JAMB TYP CFS TOP SLIP CONNECTION SCALE: 1 1/2" = 1'-0" - CFS STUD (1 rAS ENER @ 16" OC, rULL HEIGHT OF WALL 1, TYP) CORNER FRAMING .i o.IvvkIII l WALL INTERSECTION FRAMING CFS INTERSECTION PLAN DTLS SCALE: 3" = 1'-0" LL LU 0 LU U LU w LU _ J Q 9 1717 East 116th Street, Suite 200 Carmel, Indiana 46032 Att 317-580-0402 McCOMAS www.mccomaseng.com ENGINEERING Structural Engineers TRACK � INFILL STUD TOP PLATE OR BLOCKING L LI @ PANEL EDGE TYPICAL l I.I ALL PANEL EDGES I.I G I.I #6 SCREWS @ 8" OC IN r I•I FIELD OF PANEL ri r I°I G LI a1 LI l LI ;.I r i°I L I•i r ri ,I 4'-0" MAX V-0" MAX FROM END L cnT0 OD C7F-Z0 AB SPACING OF SHEAR WALL F I•I I•I F I•I I w��CL U °Z���wQ HOLD DOWN SEE PLAN IF #6 @ 4"AROUND FOUNDATION REQ'D PERIMETER OF PANEL NOTES: =00Zy Q I ~ < j 1. ALL SHEATHING SHALL BE 5/8". JAMB (BACK TO BACK) JAMB (BACK TO BACK) 2. SHEATHING SCREWS TO BE SELF TAPPING -BUGLE HEAD SCREWS SHEATHING/METAL STUD WALL TYP PLYWOOD SHEARWALL SCALE: 3/4" = 1'-0" CFS CLIP FASTENED TO STRUCTURE w/ (2) #10 TEK OR (2) 0.177"0 PAFs (MIN) i" STEEL BEAM, CHANNEL, TUBE, ETC, SEE PLAN w BEAM, CHANNEL JBL-, ETC, SEE PLAN 11- l,r c' i UD N / r \� TYPICAL STUD� o-_)GREWS +"TEK � L _ I�i�lifvi TOP FLANGE SURFALt A I I AC:HIMEN US CONT ANGLE OR VERTICAL - FACE OF GIRT, CHANNEL TUB ETC. 3" MIN VERTICAL FACE CFS CLIP w/ (2) #10-16 SCREWS TO STUD, ATTACH TO VERTICAL FACE OF STEEL w/ (2) 1/4" TEK OR (2) D.1770 PAFs (MIN) TYPit - 's.i11H�� VERTICAL FACE ATTAC HWILN i b TYP CFS SLIDE CLIPS SCALE: 3/4" = 1'-0" FLAN VIEW CFS JOISTS H CF WAI_I WIDTH INTERIOR OPENING HEADER SCALE: 3/4" = 1'-0" T/STL +(SEE PLAN TRACK F�1 -11 r n11nAl 1" GAP FS FRAR w 0 LU RIPPLE STUD = U LU LU f- _ U_' 3USSET PLATE, u' EACH SIDE TRACK PIECE @ DPEN SIDE JAMB (BACK TO BACK) CRIPPLE STUD .ANCHORAGE @JAMB TYP CFS TOP SLIP CONNECTION SCALE: 1 1/2" = 1'-0" - CFS STUD (1 rAS ENER @ 16" OC, rULL HEIGHT OF WALL 1, TYP) CORNER FRAMING .i o.IvvkIII l WALL INTERSECTION FRAMING CFS INTERSECTION PLAN DTLS SCALE: 3" = 1'-0" LL LU 0 LU U LU w LU _ J Q 9 1717 East 116th Street, Suite 200 Carmel, Indiana 46032 Att 317-580-0402 McCOMAS www.mccomaseng.com ENGINEERING Structural Engineers TRACK � INFILL STUD TRACK EXTERIOR OPENING ELEVATIONS TRACK � INFILL STUD CRIPPLE V JW CRIPPLE UX wCe < U U Ur D STUD Fr STUD cnT0 OD C7F-Z0 w��CL U °Z���wQ HEADER GUSSET PLATE, UCeE'H WLL 0 Z EACH SIDE ANGLE =00Zy Q I ~ < j JAMB (BACK TO BACK) JAMB (BACK TO BACK) 1 OPENING - SEE ARCH SILL INFILL STUD Q Z_j O a U N z J Z-= U o �N�ZCe — GUSSET PLATE, CRIPPLE .ga UW0�-d WJ < _j W O �Zw00ZU �U?Q�U@ EACH SIDE STUD ANGLE a LU m V O TRACK EXTERIOR OPENING ELEVATIONS TRACK � INFILL STUD TRACK J INTERIOR OPENING ELEVATIONS TYP FRAMED OPENING SCALE: 3/4" = 1'-0" WALL WIDTH CFS JOISTS EXTERIOR OPENING HEADER SCALE: 3/4" = 1'-0" 'LE STUD 'ET PLATE, EACH SIDE X PIECE @ OPEN dB SSET PLATE, EACH )E LANCHORAGE La W � CRIPPLE V JW CRIPPLE UX wCe < U U Ur D STUD Fr STUD cnT0 OD C7F-Z0 w��CL U °Z���wQ HEADER GUSSET PLATE, UCeE'H WLL 0 Z EACH SIDE ANGLE =00Zy Q I ~ < j JAMB (BACK TO BACK) JAMB (BACK TO BACK) 1 OPENING - SEE ARCH SILL INFILL STUD Q Z_j O a U N z J Z-= U o �N�ZCe — CRIPPLE .ga UW0�-d WJ < _j W O �Zw00ZU �U?Q�U@ CRIPPLE STUD STUD a LU m V O TRACK J INTERIOR OPENING ELEVATIONS TYP FRAMED OPENING SCALE: 3/4" = 1'-0" WALL WIDTH CFS JOISTS EXTERIOR OPENING HEADER SCALE: 3/4" = 1'-0" 'LE STUD 'ET PLATE, EACH SIDE X PIECE @ OPEN dB SSET PLATE, EACH )E LANCHORAGE La W � V JW UX wCe < U U Ur D cnT0 OD C7F-Z0 w��CL U °Z���wQ UCeE'H WLL 0 Z =00Zy Q I ~ < j 1 F- ww��ZU ZQOO°�°�o Q Z_j O a U N z J Z-= U o �N�ZCe — .ga UW0�-d WJ < _j W O �Zw00ZU �U?Q�U@ a LU m V O O V) Z c ak 0% CD N � Q cn w w 0 W LU J h 0 m V) M m m N I m W w N OO 00 U U Z O a Z o � EWW O. 'w a•:.J Z =r z o 00 / O d 67 85 U W N M O D ow O W 1: W V LL r O z M=r OW Ln O SEcna.S AND DETAILS Sjum I"tl I V I I t1 DECK O • W D H I L3x3xl/4 KICKER ;. w U BEAM THIRD PORI' AS SHOWN ON PI -, Q q AL 4Z/ LL JOIST — SECTION -'GALE: 1" = 1'-0" T/PARAPET +(SEE PLAN) 1 T/PARAPET y+(SEE PLAN) i -S VERT i EFLECTION CLIP T/STL +15' u' -- - SHEATHING --- - DECK 1717 East 116th Street, Suite 200 Carmel, Indiana 46032 Att 317-580-0402 M cCO MAS www.mccomaseng.com ENGINEERING Structural Engineers I CFS VERT DEFLECTION CLIP L4x3xl/4 x 0'-4" (LLH) w/ ERECTION BOLT IN VERT SLOTTED HOLE I VENEER - SEE ARCH DECK � SHEATHING CFS STUD BEAM TYP/1 4 SECTION SCALE: 1" = 1'-0" 1'-7" IIIIIIIII11iomm .4 C6x8.2 @ 4'-0" OC - INFILL w/ STUDS @ 16" OC BETWEEN CHANNELS T/STL +(VARIES) 3116 3/16 V B/STL +(8'-8") - L5x5x3/8 CONT (SEE ARCH FOR LIMITS) 1' -1 518" FIELD WELD AFTER ADJUSTMENT I I _ T/PARAPETh +(SEE ARCH) w w� N Jw H a'6U°Uj � � Z2Q�oc U �I-zo3LU : LU .2 = °Z�L�WQ UP ED 0 LL Z LU 00 Uj p>- LU N ~ Q Z d W ZZ U <I -0O<&0 Z a H p N UOJ~ZLL2 3NZC"�0� �L uwoZ� C�Uwawcn� w cn Z W p O Z �ZQ3°U @ 0 LL O U U Lou 0 a V) 6 \,�o�S.......a�.4 /// - Loo w C -4116ILL q QD.d V CFS STUD KICKER I I CFS STUDS Uj - L3x3xl/4 KICKERNOT CUT LNEER - SEE ARCH -- JOIST COLUMN — DECKOFORDPLACEMENT) BEYOND BEAM j AT EACH 3" EO 3/16 SUPPORT SECTION r4 DECK N 5405 L3x3x1/4 CONT TISTL +(VARIES) O ' VERT 0 1 1 DEFLECTION TRACK � O 0 BEAM W W U LL O Z SECTION 2 *01111111 SCALE: 1" = 1'-0" �O5 O W O� Ln S405 I"CI I V I I u O • W D H w U Q 4Z/ LL U U- QW m o LLJ %0 V ~ v) Z O O N O-. . Q� w J ce WLLJ Con P. J D M m C) 0 Z \,�o�S.......a�.4 /// - Loo w C -4116ILL q QD.d V CFS STUD KICKER I I CFS STUDS Uj - L3x3xl/4 KICKERNOT CUT LNEER - SEE ARCH -- JOIST COLUMN — DECKOFORDPLACEMENT) BEYOND BEAM j AT EACH 3" EO 3/16 SUPPORT SECTION r4 DECK N 5405 L3x3x1/4 CONT TISTL +(VARIES) O ' VERT 0 1 1 DEFLECTION TRACK � O 0 BEAM W W U LL O Z SECTION 2 *01111111 SCALE: 1" = 1'-0" �O5 O W O� Ln S405 I"CI I V I I u 1717 East 116th Street. Suite 200 A && AS ZING ;ineers MODEL VIEW NTS MODEL VIEWS ARE FOR REFERENCE ONLY. NOT ALL STRUCTURAL MEMBERS ARE SHOWN. REFER TO THE ENTIRE SET OF CONSTRUCTION DOCUMENTS. ui cnw H a�u°� u cnwQ�� UFzP: P V) LU = oaf iwCV �zZ) LU< z 0=oo°6� =o�N~QD �-WW�3zu ZQom��o Q Z CL CL �c o c90-j~Zu 2 00 3Nj-za` - uwZ�W W. e UJILU d ou-Q-'v,p ,,,,zdoozu i-u°?a�°vo N N J LL O U Y -Qi O V) Z !6 ILL 83 U 0 a Ln F- E E e' U O Ld D U W oUC Z D U — maU w pw .o — O � w ~ Z > o00 00 00Z m J w LU J > i M W OO C13 00 Z J W 0 a MODEL VIEWS %01 I'Ll lul lb 2 3) 4 2/A3.1 101'-8" OTO PILASTb�_: '- 27'-4" 2' 8" 36'-4" 2't'8 -4 4'i -t- 4'-0" 6'-0" 4'-0" 6'-0" 4'-p., '10 4'-0" 5'-8" 4'-0" 5'-8" 4 6'10 4'-0" -a" 6'-0" 4'--D" 4 4 1'-8 SF SF SF1 SF SF S( f'^'f SF1 ! SFi 5F N v 3 A5.2 "i sF 121 118 113 to 107 10b 105 � TREATMENT TREATME T HYGIENE :�FFICL ! SOCIAL : HAPEL READING SERVICES AREA a I 119 108 F HALL HALL M N f 17 117 _ 115 114 H I IEN 116 C) 125 124 122 STOR. STERI�IZ FF CE PANG CONSULT. TIT ` I SF DENTAL LAB PANO O iov Nr MECH. .SAO PHARM�,.. LL 00 0 3 A5.2 KTI - co O.H.Ll 126 128 130 132 137 138 _I ��I I o FEUTTURE FFUTUME EXAM EXAM EXAM EXAM -Ab SF I II I a o t I - F�i 11 127 134 HALL STOR HAL, M 129 133 N! COAT .. ..__ . _.,._........., ' -. a 104 I LOBBY Op sFt II II 131 135 140 142 EXAM EXAM NURSES CHECK-OUi I -I I �l 00 = I � 136 II `� , HALL 159 ESI WAREHOUSE 146 14 143 EYE FF JFFIC� CHECK -!i N sFt rn IS6 155 EXAM w OFFICE/ OFFICE/ FUT. EXAM FUT. EXAM O I� 147 L 1a a I i C) -Lo TRIAGE 102 00 I S7 'I 45`� 148 MEN - I STOR ',C3ATJi HALL O �I STOR M cD !['[R c*�rmt-n-n mm7f*`r:^r-.. ..._..__,. ,.. ».,..•r•,v __. ,>"L....... -.-r-._..._. .----_ 0 I co I 0 I I N I 4. I 00 I 100 I IS8 STORAGE/ FUT. OFFICE 165 ELECT. W I 166 SPRINKLER 57'-41 I 160 WAREHOUSE I, _ 149 101 CONFERENCE LOBBY i ROOM ....mm�nnnmm�m 2/A5. I I _ o Li z SF1 of ui ISA 'v � F 70 W H U au�w 151 v 154O JANITOR ROOM _3 0 5_311 / TLT. DIRTY ® ROOM j HREAr ROOM � -- 3 A5.2 o I I CAO C14 160 WAREHOUSE I, _ 149 101 CONFERENCE LOBBY i ROOM ....mm�nnnmm�m 2/A5. I I _ o Li z SF1 of ui I 'v � F 70 U au�w v u.i SF1 � � 3 A5.2 o I m I CAO C14 WL SF1 of = 0 I d c SF1 N F i SF1 of 01 00 0> F1 �I o - o v i 3 _8" 17'k4" 4,-0„ OD I I 1'-4" "o oo I 00 a' 103 - nid. WOMEN ARES o ao 0 00 N SF1 of 163 °ol 00 LOBBYto CN o i I SF 0 I fj -- - I I SF O M I. N O I 162 5f o ' OFFICE 2'- 0 17'-8" 36'-4" - 2'-8 101'-8" OTO MASONRY AT I -'ii A,° i r. ` 4_ NOTE: fti.KlOR WALL DIMENSION' :ANL A_ im0k IAU`�. -FLOOR PLAN 1/8" = 1'4° N 2 A5.2 0. H. i 3'--4" 4'-8" 4'-0" 4� 4 25-0" 0o I 0 I I I v d - I I � N 0 I 0o I GENERAL NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS AND JOB CONDITIONS. ANY DEVIATION FROM WHAT IS NOTED IN DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. 2. ALL DIMENSIONS SHOWN ARE FACE OF BRICK, MASONRY ON EXTERIOR WALLS AND TO FINISH FACE OF GYP BOARD ON INTERIOR WALLS. 3. PROVIDE DEEP LEG DEFLECTION TRACK AT ALL METAL STUD CONNECTIONS WITH STRUCTURE ABOVE -TYPICAL. 4. PROVIDE FIRE RATED WOOD BLOCKING IN METAL STUD WALLS FOR ANY WALL SUPPORTED ITEMS. 5. PROVIDE APPROVED FIRE RATED STOPPING MATERIALS IN ANY OPENINGS IN FIRE RATED ASSEMBLIES. 6. REFER TO DOOR AND WINDOW SCHEDULES FOR ALL MATERIALS, FINISHES AND HARDWARE INFORMATION. 7. REFER TO EXTERIOR ELEVATIONS FOR ALL BRICK MASONRY AND OTHER EXPANSION JOINT LOCATIONS. 8. ALL MATERIALS LOCATED IN CEILING PLENUM SHALL BE RATED FOR SUCH INSTALLATION OR PROTECTED TO PROVIDE COMPLIANCE. THIS INCLUDES BUT IS NOT LIMITED TO POWER AND LOW VOLTAGE WIRING, TELECOMMUNICATIONS CABLING, PLUMBING SUPPLY AND DRAIN LINES AND SUPPORTING BRACKETS AND/OR BLOCKING FOR CEILING HUNG ITEMS. 9. PRIOR TO ORDERING ANY PRODUCTS -CONTRACTOR SHALL SUBMIT SAMPLES TO THE ARCHITECT OF ALL FINISH MATERIALS TO BE USED ON THE PROJECT. THE CONTRACTOR SHALL BEAR SOLE RESPONSIBILITY FOR ANY MATERIALS ORDERED INCORRECTLY WHEN THAT MATERIAL WAS NOT REVIEWED BY THE ARCHITECT. 10. PROVIDE CONCRETE FILLED STEEL PIPE BOLLARDS AT ALL REQUIRED UTILITY EQUIPMENT LOCATIONS SUCH AS GAS METERS, ELECTRICAL TRANSFORMERS. PANELS ETC. COORDINATE WITH UTILITY COMPANY AND CONTRACTORS -WHEN APPLICABLE -FOR NECESSARY LOCATIONS. REFER TO CIVIL DRAWINGS FOR BOLLARD SPECIFICATIONS AND ADDITIONAL INFORMATION. L_ 146TH STREET Q of PROJECT LOCATION of N KEYPLAN Y Q O o Li z ui LnW U au�w u.i V)Lu ~ Z 2 � w Q P Z 0 3� H WL N W OC �Q?0w = Lu 0c vi Z u m ~ ~ Z cC oL'OQOu� Q W = � � 0 O Z 1=-� w3:Zu ZrL Qt -R0< o CC _j ZU� U0Z-= V �NpZ�Oc7 Q�Uw0F-r W Z < DU J-'vWiQ U V,Zw0OZu � .. 2_ O Q / O O —O LJ.I C6 `Oo V N L„,o0LJL co o- V) QN Z 01* C> 000 N 0% M m mLLJ o V O O ^ , w vii mJ J ^ M LL J > M O m Z LL w Z � o U w N m O D a u O QO U N z sI rl i Q i I �I i i �l 20'-7" 18'-1h" 19'-0" 160 WAREHOUSE 3 10'-5" 107 luo SOCIAL r;APEt. ;ERVICES 7' 110 .r Z F.E. p Dw J FW X— z 0L pULu a DC Z 2 Q p u C7 F- z oLLJ NLL, w d 114 PATIITLTN l LT H °z Lu< u��� # t tL 2 V -� 12 3NSULTI Q 2p�p�< `w"-QD F- Lu L" Z 3 GC QF-oCOQN Z a F- a TOS► U0_j~zU=Z) o E - , u i BALL v) F_ � PHARMA(- w z 4 El' pUJQ- V)0 �nZLuLLJ Z > 5i a' _ F- x �Ou?< uu0 1 — Q -1- C c 138 EXAM - 14l aiM tAB %D i 09 m LL >00 s'Aa O C`' 00 C) O� C)00 04 M _ o M W m cD LLJ Z o F_ CIE UJ — " 0 ^ M 34' . 6/A4.2 HALk C13 J 3/A4.1 M c W 00 Z o "' Q he p CN HALL r.E :} 149 t 50 CONFERI Q BREAK ROOM ROOI 'r►I in M INT. DIMENSION FLOOR PLANT 1/8" = 1,41 0 0O lul I LOBBY 4 ( A� -�J GENERAL NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS AND JOB CONDITIONS. ANY DEVIATION FROM WHAT IS NOTED IN DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. 2. ALL DIMENSIONS SHOWN ARE FACE OF BRICK, MASONRY ON EXTERIOR WALLS AND TO FINISH FACE OF GYP BOARD ON INTERIOR WALLS. 3. PROVIDE DEEP LEG DEFLECTION TRACK AT ALL METAL STUD CONNECTIONS WITH STRUCTURE ABOVE -TYPICAL. 4. PROVIDE FIRE RATED WOOD BLOCKING IN METAL STUD WALLS FOR ANY WALL SUPPORTED ITEMS. 5. PROVIDE APPROVED FIRE RATED STOPPING MATERIALS IN ANY OPENINGS IN FIRE RATED ASSEMBLIES. 6. REFER TO DOOR AND WINDOW SCHEDULES FOR ALL MATERIALS, FINISHES AND HARDWARE INFORMATION. 7. REFER TO EXTERIOR ELEVATIONS FOR ALL BRICK MASONRY AND OTHER EXPANSION JOINT LOCATIONS. 8. ALL MATERIALS LOCATED IN CEILING PLENUM SHALL BE RATED FOR SUCH INSTALLATION OR PROTECTED TO PROVIDE COMPLIANCE. THIS INCLUDES BUT IS NOT LIMITED TO POWER AND LOW VOLTAGE WIRING, TELECOMMUNICATIONS CABLING, PLUMBING SUPPLY AND DRAIN LINES AND SUPPORTING BRACKETS AND/OR BLOCKING FOR CEILING HUNG ITEMS. 9. PRIOR TO ORDERING ANY PRODUCTS -CONTRACTOR SHALL SUBMIT SAMPLES TO THE ARCHITECT OF ALL FINISH MATERIALS TO BE USED ON THE PROJECT. THE CONTRACTOR SHALL BEAR SOLE RESPONSIBILITY FOR ANY MATERIALS ORDERED INCORRECTLY WHEN THAT MATERIAL WAS NOT REVIEWED BY THE ARCHITECT. 10. PROVIDE CONCRETE FILLED STEEL PIPE BOLLARDS AT ALL REQUIRED UTILITY EQUIPMENT LOCATIONS SUCH AS GAS METERS, ELECTRICAL TRANSFORMERS. PANELS ETC. COORDINATE WITH UTILITY COMPANY AND CONTRACTORS- WHEN APPLICABLE -FOR NECESSARY LOCATIONS. REFER TO CIVIL DRAWINGS FOR BOLLARD SPECIFICATIONS AND ADDITIONAL INFORMATION. KEYED NOTES OROUGH IN SANITARY LINE UNDER SLAB AND HOT/COLD WATER SUPPLY LINES OVERHEAD FOR FUTURE EXAM ROOM CASEWORK. FUTURE CASEWORK WILL MATCH OTHER CASEWORK DESIGNED FOR BUILDING. OCOAT ROD/SHELF. REFER TO ??? OADJUSTABLE SHELVING ON HEAVY DUTY KV STANDARDS. REFER TO ??? OLAUNDRY SINK WITH GOOSENECK LEVER HANDLE FAUCET. OCOORDINATE WITH DENTAL EQUIPMENT SUPPLIER FOR ALL REQUIREMENTS AND ROUGH IN LOCATIONS. OFURR OUT AROUND COLUMN WITH 1 J" METAL STUD FRAMING AND J" GYP BOARD. HOLD TIGHT TO COLUMN. EXTEND TO 9'-0" AFF. OROOF DRAIN LEADER. REFER TO ROOF PLAN FOR ADDITIONAL INFORMATION, AND TO SITE DRAWINGS FOR CONNECTION TO SUBSURFACE DRAINAGE. OFIXED WOOD SHELVING IN NICHE. REFER TO ??? OWASHER AND DRYER PROVIDED AND INSTALLED BY OWNER. PROVIDE SUPPLY AND DRAIN LINES, POWER AND DUCT THROUGH ROOF FOR DRYER VENT. 10 ADA HEIGHT AND STANDARD HEIGHT ELECTRIC WATER COOLERS. 11 BASE CABINETS TO BE PROVIDED BY OWNER AND INSTALLED BY GC. GC TO PROVIDE NEW PLASTIC LAMINATE COUNTER WITH BACK SPLASH. PROVIDE FOR UNDER COUNTER REFRIGERATOR WITHIN ENTIRE RUN OF CABINETS AS SHOWN. 12 PHARMACY SHELVING TO BE PROVIDED BY OWNER AND INSTALLED BY GC. GC TO PROVIDE NEW COORDINATE OVERALL CLEAR MEASUREMENT OF ROOM WITH SHELVING UNITS. 146TH STREET PROJECT LOCATION N KEYPLAN Ld Lu Z o U Dw J FW X— z 0L pULu DC Z 2 Q p u C7 F- z oLLJ NLL, w d H °z Lu< u��� 2 V LL. ow_OOu� Q 2p�p�< `w"-QD F- Lu L" Z GC QF-oCOQN Z a F- a U0_j~zU=Z) V v) F_ � ��UL,,,Ot-� w Inc w Z El' pUJQ- V)0 �nZLuLLJ Z F- x �Ou?< uu0 — Q W C c N W %D _V O LL >00 w Q CL C`' 00 z C) O� C)00 04 _ o M W m cD LLJ Z o F_ CIE UJ J ^ M � O C13 J > M >- m z w W Z o "' Q he p m w w p U U Ln - 00 O Z 100103 FLOOR PLAN INT. DIMS. CEILING LEGEND REFLECTED CHUNG PLAN 1/8.. = 1,4: - OF WALL MOUNTED EMERGENCY EXIT LIGHT WITH BATTERY BACKUP ® EMERGENCY EXIT SIGN WITH BATTERY BACK UP. 4�Q EMERGENCY EXIT SIGN WITH lI��JJ BATTERY BACK UP AND EMERGENCY LIGHTS. NEW CEILING GRID/TILE TO BE CENTERED WITHIN ROOM AND INSTALLED AT 8'-6" AFFF, LION. GYPSUM BOARD BULKHEAD ® DIFFUSER - SUPPLY zDIFFUSER - RETURN ® COMBINATION LIGHT/EXHAUST FAN DUCTED TO EXTERIOR NOTE: SUPPLY, RETURN AND SPRINKLER LOCATIONS SHOWN ON PLANS FOR REFERENCE ONLY. CONTRACTOR IS TO PROVIDE NEW LAYOUT UNDER DESIGN -BUILD CONTRACT KEYED NOTES O1'-0" WIDE BULKHEAD FRAMED FROM METAL STUDS, FINISHED WITH J" GYP BOARD. FINISHED BOTTOM OF BULKHEAD TO BE AT 8'-0" AFF. OEXTERIOR GYPSUM BOARD ON SUSPENSION SYSTEM AT UNDERSIDE OF ENTRY CANOPY. REFER TO WALL SECTIONS FOR MORE INFORMATION. OOPERABLE WALL PARTITION TRACK HUNG FROM STRUCTURE ABOVE CEILING. TRACK TO BE HUNG TO ALIGN WITH ACOUSTICAL CEILING HEIGHT. COORDINATE WITH MANUFACTURER. OSTRUCTURE TO REMAIN EXPOSED IN THIS ROOM. 5 BULKHEAD FRAMED FROM METAL STUDS, FINISHED WITH J" GYP BOARD. FINISHED BOTTOM OF BULKHEAD TO BE AT 8'-0" AFF. WIDTH OF BULKHEAD TO ALIGN WITH WIDTH OF RECESS WALL DETAIL. OROOF ACCESS HATCH ABOVE. REFER TO A2.1 FOR INFORMATION. BULKHEAD FRAMED FROM METAL STUDS, FINISHED WITH J" GYP BOARD. FINISHED BOTTOM OF BULKHEAD TO BE AT 8'-0" AFF. ALIGN WIDTH WITH ADJACENT WALL WIDTH. BULKHEAD FRAMED FROM METAL STUDS, FINISHED 8 WITH J" GYP BOARD. FINISHED BOTTOM OF BULKHEAD TO BE AT 8'-0" AFF. BULKHEAD LOCATION AND SHAPE TO ALIGN WITH COUNTER BELOW. OCOORDINATE WITH DENTAL CONSULTANT FOR ANY CEILING MOUNTED EQUIPMENT. PROVIDE ANY NECESSARY BLOCKING, POWER, ETC... AS NEEDED. 10 CEILING HEIGHT IN THIS ROOM TO BE AT 9'-0" AFF. L_ 146TH STREET PROJECT LOCATION N KEYPLAN Z NOT ALL MAY APPLY 1 � 2 � � 4 5 � >5 �U, JUNCTION BATE WITH TENANT � �U- Z W � W ON WIRINGREQUIREMENTS W CLC Q W � z=Q 2X4 FLUORESCENT LIGHT FIXTURE Z8���_ WITH ACRYLIC LENS. REFER Lw r TO CEILING PLAN 2 U DENOTES LIGHT FIXTURE WIRED TO 24 HOUR CIRCUIT ("NIGHT LIGHT") °=0�0u 0 6"X48" FLUORESCENT LIGHT FIXTURE xo�N~Q HWZU DENOTES LIGHT FIXTURE WIRED TO Z Q 24 HOUR CIRCUIT ("NIGHT LIGHT") ZQOm�10 QZ(L 0-0 PENDANT HUNG LIGHT FIXTURE TO BE 9 SELECTED. TYP. THIS AREA 5 WALL SCONCE TO BE SELECTED. VERIFY -- �- MOUNTING HEIGHT. �LUWOF-� W < W Z W DU�Q-'NO cn Z 0 O Z U u Lu z o F-UZ< u@ - - o INCANDESCENT CAN LIGHT WITH WHITE Q W N � O `W 1 V > /U- W TRIM RING AND CLEAR ALZAK REFLECTOR Ila T HYGIENE v N co o Tw C) a% C CEILING MOUNTED SMOKE DETECTOR. TRE ATMENT TREATM uFFICL SOCIAL PjPt SERVICES - READING - M ' J O THERMOSTAT m p', o U o� o W $ WALL MOUNTED LIGHT OR OTHER SWITCH. Wm _ 108 - M ) W 3 = 3 WAY SWITCH Z � "' Q n m HAI 1} Q W W n d u u O /yW� O o N 4 = 4 WAY SWITCH z 5 D = ELECTRONIC DIMMER REFLECTED CHUNG PLAN 1/8.. = 1,4: - OF WALL MOUNTED EMERGENCY EXIT LIGHT WITH BATTERY BACKUP ® EMERGENCY EXIT SIGN WITH BATTERY BACK UP. 4�Q EMERGENCY EXIT SIGN WITH lI��JJ BATTERY BACK UP AND EMERGENCY LIGHTS. NEW CEILING GRID/TILE TO BE CENTERED WITHIN ROOM AND INSTALLED AT 8'-6" AFFF, LION. GYPSUM BOARD BULKHEAD ® DIFFUSER - SUPPLY zDIFFUSER - RETURN ® COMBINATION LIGHT/EXHAUST FAN DUCTED TO EXTERIOR NOTE: SUPPLY, RETURN AND SPRINKLER LOCATIONS SHOWN ON PLANS FOR REFERENCE ONLY. CONTRACTOR IS TO PROVIDE NEW LAYOUT UNDER DESIGN -BUILD CONTRACT KEYED NOTES O1'-0" WIDE BULKHEAD FRAMED FROM METAL STUDS, FINISHED WITH J" GYP BOARD. FINISHED BOTTOM OF BULKHEAD TO BE AT 8'-0" AFF. OEXTERIOR GYPSUM BOARD ON SUSPENSION SYSTEM AT UNDERSIDE OF ENTRY CANOPY. REFER TO WALL SECTIONS FOR MORE INFORMATION. OOPERABLE WALL PARTITION TRACK HUNG FROM STRUCTURE ABOVE CEILING. TRACK TO BE HUNG TO ALIGN WITH ACOUSTICAL CEILING HEIGHT. COORDINATE WITH MANUFACTURER. OSTRUCTURE TO REMAIN EXPOSED IN THIS ROOM. 5 BULKHEAD FRAMED FROM METAL STUDS, FINISHED WITH J" GYP BOARD. FINISHED BOTTOM OF BULKHEAD TO BE AT 8'-0" AFF. WIDTH OF BULKHEAD TO ALIGN WITH WIDTH OF RECESS WALL DETAIL. OROOF ACCESS HATCH ABOVE. REFER TO A2.1 FOR INFORMATION. BULKHEAD FRAMED FROM METAL STUDS, FINISHED WITH J" GYP BOARD. FINISHED BOTTOM OF BULKHEAD TO BE AT 8'-0" AFF. ALIGN WIDTH WITH ADJACENT WALL WIDTH. BULKHEAD FRAMED FROM METAL STUDS, FINISHED 8 WITH J" GYP BOARD. FINISHED BOTTOM OF BULKHEAD TO BE AT 8'-0" AFF. BULKHEAD LOCATION AND SHAPE TO ALIGN WITH COUNTER BELOW. OCOORDINATE WITH DENTAL CONSULTANT FOR ANY CEILING MOUNTED EQUIPMENT. PROVIDE ANY NECESSARY BLOCKING, POWER, ETC... AS NEEDED. 10 CEILING HEIGHT IN THIS ROOM TO BE AT 9'-0" AFF. L_ 146TH STREET PROJECT LOCATION N KEYPLAN z O M o v�o z o a N N c7 a �•�6'y... ...... Q'. W u 100103 REFL. CEILING PLAN A1.3 Z o >5 �U, U � �U- Z W � W W CLC Q W � z=Q Z8���_ N Lw r °ZDaWC~Lu< u��►- 2 U z Q °=0�0u xo�N~Q HWZU Z ZQOm�10 QZ(L 0-0 u0_~ZUU v) p_ 7 �LUWOF-� W < W Z W DU�Q-'NO cn Z 0 O Z U u Lu z o F-UZ< u@ m o V Q W N � O `W 1 V > /U- W W Q v N co o Z C) a% C Q 0% M z m p', o U o� o W cn Wm _ L O J M mZ w Co W Z � "' Q n m Q W W n d u u O /yW� O o N z z O M o v�o z o a N N c7 a �•�6'y... ...... Q'. W u 100103 REFL. CEILING PLAN A1.3 TOILET ACCESSORY LEGEND KEYED NOTES MARK SYMBOL BOBRICK # DESCRIPTION REMARKS MCrt'iV I II`v�. 1 PROVIDE FLOOR MOUNTED PRESSURE ASSISTED Mt IGH ! O TANK -TYPE ADA COMPLIANT TOILET WITH ELONGATED BOWL. PROVIDE OPEN FRONT SEAT. TTI B_2� MULTI -ROLL TOILET MOUNT 36' FROM BACK WALL 10 �j TISSUE DISPENSER. OUTSIDE EDGE OF DISPENSER.. LOWEbRut, PROVIDE FLOOR MOUNTED PRESSURE ASSISTED1A TANK -TYPE STANDARD HEIGHT TOILET WITH ELONGATED BOWL. PROVIDE OPEN FRONT SEAT. GR B-6806 X 36 GRAB BAR FOR BACK WALL AND 42' PROVIDE PEENED GRIP AND 'R G61 B-6806 X 42 GRAB BAR FOR SIDE WALL. INSTALL 6' CONCEALED MOUNTING WITH SNAP CErarERL;NPROVIDE WALL MOUNTED ADA COMPLIANT LAVATORYt O FROM WALL TO START OF GRAB BAR FLANGE. WITH LEVER HANDLE FAUCET. MOUNT WITH TOP OF BOWL AT 34" AFF. PROVIDE PROTECTIVE COVERS - ON SUPPLY AND WASTE LINES. 18' GRAB BAR MOUNTED VERTICALLY PROVIDE PEENED GRIP AND 40" Ali a dC i iun� ,;r -..... -� ' ' GB2 ► B-6806 X 18 ABOVE SIDE GRAB BAR. INSTALL 40' CONCEALED MOUNTING WITH SNAP BAR FROM BACK WALL To CENTERLINE FLANGE. FLOOR MOUNTED, OVERHEAD BRACED SOLID j � - � o H 8'_72" O PHENOLIC TOILET PARTITIONS. COLOR BY RH1 1�1 B-76727 DOUBLE ROBE HOOK ___ 46 *4 ;,, _j I ARCHITECT. CENrERUNE I I _ (DWITH PLASTIC LAMINATE COUNTER WITH DROP IN LAVATORY LEVER HANDLE FAUCET. REFER TO ??? FOR - - I DETAIL. M1 �� g-165 MIRROR 2'-01M X 4'-0'H 40` v r +u Buy r..�M }y� _ 5 C 7 '` 1 O 24" SQUARE FIBERGLASS MOP SINK WITH WALL M2 a e-t6s MIRROR 152 I - - MOUNTED MOP FAUCET. PROVIDE 4' TALL FRP ON - WALLS ADJACENT TO JANITOR SINK 4' WIDE. 3'-O*W x 4'-O'H STAFF B 40" Art ,U tiununn �t_J TLT. PA - 101� I 6 ADA COMPLIANT WALL MOUNTED FLUSH VALVE 1 $ O URINAL. MOUNT AT 17" AFF TO RIM. CENTER ON HD1 O EXCEL HO -IW SURFACE MOUNTED AUTOMATIC HAND COORDINATE WITH SUPPLIER FOR POWER S6 T`` '" \ M1 �n WALL BETWEEN SIDE WALL AND TOILET PARTITION. DRYER REQUIREMENTS. BUTTUTA STEEL ROOF ACCESS LADDER MOUNTED TO FLOOR SDI � B-2112 SOAP DISPENSER 40 OZ 4U t; 't ` B ` --- - AND WALL. REFER TO 5/A5.3 FOR DETAIL. CENTERLINE D 1'_61" - COORDINATE LOCATION WITH POSITIONING OF ROOF W/H __ B HATCH. _. O WALL MOUTED BABY CHANGING STATION. INSTALL sD2 B-826 MOTION ACTIVATED SOAP DISPENSER, 800 MI PSPOUT " --- CENTERED IN STALL, WITH TOP OF BED AT 35" AFF. SPOUT i5 ,JVE_R — - - BATTERY OPERATED LAVATORY RIM - • ,. - - - 5'-0" CLR i KOALABEAR CARE MODEL KB200. COLOR TO BE - - SLECTED BY ARCHITECT. IF APPLICABLE -MOUNT ITEM SO MOPS ETC MH1 © B -239X34 SHELF WITH MOP AND BROOM HOLDERS DO NOT INTERFERE WITH FLOOR SINK. �`I - D — - COORD. WITH TENANT it tERMINt PT -1 II B-505 SPECIMEN PASS THRU COORDINATE WITH WALL THICKNESS 42' Atr v 'utivict= ' i --- 1 2 p J �, MON LD / 1 T71 D TLT. — - -- �' 7'-1" r D 0 1 1777 3 ENLAIt► PLAN ENLARGED PLAN D O 1 D __— --- I 103 WOMEN 6" 777 3'-0" TO C.L 3'-3" TO C.L. cel - _� 5'-0" CL 2'-9" / - O - - o ^ 112 - -- — �2 PATIENT - - 01, 0„ B2 o TLT. j 3'D 1,-6 Lo TO C.L. 3'-6" TO C. 2 "pi B D kii- 1 GB1 1 - ] � G61 GB1 - — —, TT1 - TTI G JBI 3'-0" TO FRONT • �, D TTI n1 B 0 0 0 m F- m m - - FLUSH CONTROL o 0 0 0 1.._s"" _ 146TH STREET OPPOSITE OF SIDE WALL 0 o M o 0 1'-6" TO C.L.Ld o / / 8'_72" PROJECT LOCATION o Y O BACK WALL VIEW SIDE WALL VIEW CAL ADA MOUNTINGHGTS.&T4PI ENLARGED PLAN TO SCALE 1,2" = I' -o" K EY P LA N Lj w 32 XX H z 6= w w C7HZ�w'u�w 0��w � Ll w _ D Q w U U Q�LL 0XZ � Z Lu 0 _ ��Lu yI LLJ " Z Z U w Q Fa-w0Q�o Z CL 0- C-4 00�zU F_Z°c00 Q�Uw01-d LZ It u LU �zujooz° Z o LU O • W FC o w F p °- N Q m LU J J - M M LUm LO oO LO U- Z a 0 0 (V Of W m 0 N N U 0 LL. O m m U H Z H U z ° LU LU o Ln U U N Z o LU O • W FC o 00 cV 00 F p °- F- U U Q m LU J J - M M LUm QZ d oO CC U U- Z m W �c:Ii_U %O LU O LL Z o 00 cV 00 F p °- M m LU J J - M M LUm oO Z z O a U m \���tttulliiii PN J •• M 0 Z� :d rn N I� �e r w l U ac W J W E Q U F z Lin N W F f'- LLO O� 0 a J oc O Q O J W ccQ U 100103 ENLARGED PLANS A1.4 Z O _L 21 LU O o W V .I W O O U N Q LU .. �I LL LU J Z w J J � ^ M M �1 V) J U W m a 00 Z 0 0 N L' W m U U ~ N U (nO w O m Z LU CO u Z LU U Z 0 NLn D U U Z O _L 21 LU O o W V .I Z O O U Q LU .. �I LL LU J Z w J J � ^ M M �1 V) J U Q m — m O o W V ~ Z O O co Os Q 0 0% LL LU J Z w J J � ^ M M V) J 00 m 00 Z J W 1: Q U 1w W Z 0 a ~ D CC 0 Lu uLU E (7 Ln N %C C% LM 100103 ROOF PLAN A2. J W a U 9 Z O ' LU u 100103 EXTERIOR ELEVATIONS A391 z o LU Z) V 3w Clu -Z LU a< LLJ W DC QXU0w cn LU aU � H QDR U -Zo3: f- 07 P W N W d W D U UOC Qa<Q ww = Z =✓ Wuj LL O = �w0 OU� Q W = LU = N ~ Q H� Z)� u 1 Z w Z Z d w co F- Q0og Z C H a N cC 170wZU Z < V N Z � 0 a�17LUw0F-�" W LLJ 93d LU Z QcwCL �U_jJ • -j v�Zw�OZU u 0 �0?< uU@ — p W m **D V N W %O O LL 00 N W W �zC)� Q N O% M m Z o o W � I� cn LLJJ J ^ M O M Z m p LU u j � W J r W W w u N O 00 O Z o u 9 Z O ' LU u 100103 EXTERIOR ELEVATIONS A391 KNEE SPACE 2'-0" 1 1'-3" 1 1'-6" KNEE SPACE m KNEE SPACE 4'-0" CHECK-IN CASEWORK ELEVATION 1/2" = 1'-0" ' M Q 3'-0" 3'-0" \ / N 0 00 M \ CI V o I Z- 3' -0 I 3'-0" _ r� •-r– DIRTY ROOM CASEWORK ELEVATION TYPICAL EXAM ROOM CASEWORK 1/2" = I'-0" M a 3'-0" 3'-0" �� z o �u � U w pXu—� z w LUQ W U Luz Z=Qp2 U 0�zp3CL U � � w w�d°�wp2 � � pQ�owC�w°� _ �zu:eQ U Ow000=LLJ z Q p=U 2p�`"~Q� Z I- Z�w�ZU Q Q�-13�OQ�N d Zn - F - a � c�o—j~z�= Z)U �N�Z�Ot7 p��Q�Na cnZwpOZ� U � — O W m o U N W co %O O LL W � Q N C) � Z C:) a**o Q CN (7U LU Cl % m � Z o � V) � � J m � r%Lu % M LL J i M }' Z � W m o U J Z cn m 3wwW o0 p U U N 00 WALL BASE, SEE E liv: _- SOLID SURFACE J CERAMIC TILE WALL FINISH, SCHEDULE TRANSACTION TOP SEE FINISH SCHEDULE CHECK-IN +CASEWORK ELEVATION 3'-0" 2'-6„ 3'-0" I M a 3'-0" 3'-0" �� z o �u � U w pXu—� z w LUQ W U Luz Z=Qp2 U 0�zp3CL U � � w w�d°�wp2 � � pQ�owC�w°� _ �zu:eQ U Ow000=LLJ z Q p=U 2p�`"~Q� Z I- Z�w�ZU Q Q�-13�OQ�N d Zn - F - a � c�o—j~z�= Z)U �N�Z�Ot7 p��Q�Na cnZwpOZ� U � — O W m o U N W co %O O LL W � Q N C) � Z C:) a**o Q CN (7U LU Cl % m � Z o � V) � � J m � r%Lu % M LL J i M }' Z � W m o U J Z cn m 3wwW o0 p U U N 00 WALL BASE, SEE E liv: _- SOLID SURFACE J CERAMIC TILE WALL FINISH, SCHEDULE TRANSACTION TOP SEE FINISH SCHEDULE CHECK-IN +CASEWORK ELEVATION 1/2" = I'-0" I 00 0 N � „�,J, .LV L,•V . n1`1LL, 111 . OFFICE ASST. CASEWORK ELEVATIO14 1/2" = I'-0" KNEE S1 -'AUL KNEE SPACE - 1'-6" 3,-6„ 2'-0„ CHECK-OUT CASEWORK ELEVATION m *'i 2'-6„ I CASEWORK ELEVA4�`r+�rvl 1/2" = I'-0" I 00 0 N � „�,J, .LV L,•V . n1`1LL, 111 . OFFICE ASST. CASEWORK ELEVATIO14 1/2" = I'-0" KNEE S1 -'AUL KNEE SPACE - 1'-6" 3,-6„ 2'-0„ CHECK-OUT CASEWORK ELEVATION m *'i N N KNEE. SNA;t N 2'-0" 1 1'--10" 1 1'-6" KNEE SPACE FINISHED END PANEL, TYP. OFFICE ASST. CASEWORK ELEVATION 1/2" = I'-0" CASEWORK GENERAL NOTES 1. UNLESS SPECIFICALLY OTHERWISE NOTED, PROVIDE SELF EDGE ALONG EXPOSED FACES OF ALL COUNTER TOPS. 2. PROVIDE WOOD F.R. BLOCKING IN WALL WHERE REQUIRED FOR WALL AND/OR BASE CABINET INSTALLATION. COORDINATE WITH CABINET MANUFACTURER PRIOR TO BLOCKING BEING INSTALLED. AT EXTERIOR WALL PROVIDE TREATED WOOD BLOCKING. 3. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADA COMPLIANT CABINETS, HANDLES, CLEAR SPACES BELOW CABINETS WHERE REQUIRED ETC WHETHER SHOWN ON THESE DETAILS OR NOT. COORDINATE WITH ARCHITECT IF ANY DISCREPANCIES ARISE. 4, IF SEPARATE SPECIFICATIONS ARE INCLUDED WITH THIS PROJECT THOSE DOCUMENTS WILL SUPERCEDE WHAT IS SHOWN AND/OR DETAILED ON THIS DRAWING. OTHERWISE THIS DRAWING AND DETAILS REPRESENT THE MINIMUM REQUIRED STANDARDS OF CONSTRUCTION FOR ALL BASE CABINETS, COUNTER TOPS, UPPER CABINETS ETC. 5. REFER TO FLOOR PLAN FOR ALL LENGTHS OF CABINET RUNS AS WELL AS LOCATIONS. REFER TO THE REFLECTED CEILING PLAN (IF INCLUDED) FOR ALL BULKHEAD LOCATIONS AND HEIGHTS, 6, CASEWORK INSTALLER IS RESPONSIBLE FOR COORDINATING INSTALLATION OF ALL DIVISION 15 AND DIVISION 16 ITEMS (INCLUDING CUT OUTS) IN CASEWORK OR COUNTERTOPS. LOCATIONS AND CUT OUT COORDINATION ALSO REQUIRED FOR RECEPTACLES (DN 16) IN MICROWAVE WALL CABINETS; DISHWASHER LOCATIONS, GARBAGE DISPOSAL LOCATIONS ETC. 7, PROVIDE FINISHED ENDS ON CABINETS WHERE END OF CABINET IS EXPOSED BEYOND WALL LINE, UNDER COUNTER, AT KNEE SPACE AND AT ALL SIMILAR EXPOSED AREAS. g, U.O.N. PROVIDE EQUAL WIDTH FILLER/SCRIBE BETWEEN WALL AND CASEWORK AT ALL LOCATIONS WHERE NONE IS SHOWN. MAXIMUM WIDTH IS TO BE 2". g, CONTRACTOR SHALL FIELD VERIFY AND CHECK ALL CONDITIONS, LOCATIONS AND DIMENSIONS PRIOR TO STARTING ANY WORK. REPORT ANY DISCREPANCIES TO ARCHITECT. 10, ANY AND ALL PARTS OF ANY CABINETS OR COUNTERS THAT ARE VISIBLE MUST BE FINISHED WITH MATERIAL TO MATCH ADJACENT FINISHES. NOTIFY AND COORDINATE WITH ARCHITECT IF AREAS OF UNSPECIFIED FINISHES EXIST. 11. U.O.N. REFER TO ROOM FINISH SCHEDULE FOR ALL CABINET FINISHES AND MATERIALS AS WELL AS ALL OTHER ASSOCIATED, MISCELLANEOUS FINISH REQUIREMENTS. U.O.N. ALL INTERIOR COMPONENTS TO BE WHITE MELAMINE. 12. EASE ALL EXPOSED OUTSIDE EDGES AT ALL COMPONENTS FOR ITEMS SHOWN ON THIS SHEET. 13. REFER TO ROOM FINISH SCHEDULE FOR ALL WALL BASE REQUIREMENTS. JVLIIJ JVIlI nVL TRANSACTION TOP 0 I N ...V „LL ��/-ALL , „•,J, ,, SEE FINISH SCHEDULE CHECK-OUT CASEWORK ELEVATION 3'-0" I 3'-0" I _ 3'-0" _ CASEWORK ELEVATION LE Lo N t0 2'-0" 3'-0" 3'-0" , \ \ MICROWAVE Q0Ccn D \ j � SHELF I 00 O Q Q ttii:i.,"t tl'r OWNER N _ J nv t Kni: i OR TO � E'kG'viDE: WATER INE fOR ICE � I � MAKER CDi DISHWASHER PROVIDE GAkBAi;i uVi�rII:_L END PANEL DISPOSAL ��BR�EAK�RO�OM i3 Ly 2'-6„ I N N KNEE. SNA;t N 2'-0" 1 1'--10" 1 1'-6" KNEE SPACE FINISHED END PANEL, TYP. OFFICE ASST. CASEWORK ELEVATION 1/2" = I'-0" CASEWORK GENERAL NOTES 1. UNLESS SPECIFICALLY OTHERWISE NOTED, PROVIDE SELF EDGE ALONG EXPOSED FACES OF ALL COUNTER TOPS. 2. PROVIDE WOOD F.R. BLOCKING IN WALL WHERE REQUIRED FOR WALL AND/OR BASE CABINET INSTALLATION. COORDINATE WITH CABINET MANUFACTURER PRIOR TO BLOCKING BEING INSTALLED. AT EXTERIOR WALL PROVIDE TREATED WOOD BLOCKING. 3. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADA COMPLIANT CABINETS, HANDLES, CLEAR SPACES BELOW CABINETS WHERE REQUIRED ETC WHETHER SHOWN ON THESE DETAILS OR NOT. COORDINATE WITH ARCHITECT IF ANY DISCREPANCIES ARISE. 4, IF SEPARATE SPECIFICATIONS ARE INCLUDED WITH THIS PROJECT THOSE DOCUMENTS WILL SUPERCEDE WHAT IS SHOWN AND/OR DETAILED ON THIS DRAWING. OTHERWISE THIS DRAWING AND DETAILS REPRESENT THE MINIMUM REQUIRED STANDARDS OF CONSTRUCTION FOR ALL BASE CABINETS, COUNTER TOPS, UPPER CABINETS ETC. 5. REFER TO FLOOR PLAN FOR ALL LENGTHS OF CABINET RUNS AS WELL AS LOCATIONS. REFER TO THE REFLECTED CEILING PLAN (IF INCLUDED) FOR ALL BULKHEAD LOCATIONS AND HEIGHTS, 6, CASEWORK INSTALLER IS RESPONSIBLE FOR COORDINATING INSTALLATION OF ALL DIVISION 15 AND DIVISION 16 ITEMS (INCLUDING CUT OUTS) IN CASEWORK OR COUNTERTOPS. LOCATIONS AND CUT OUT COORDINATION ALSO REQUIRED FOR RECEPTACLES (DN 16) IN MICROWAVE WALL CABINETS; DISHWASHER LOCATIONS, GARBAGE DISPOSAL LOCATIONS ETC. 7, PROVIDE FINISHED ENDS ON CABINETS WHERE END OF CABINET IS EXPOSED BEYOND WALL LINE, UNDER COUNTER, AT KNEE SPACE AND AT ALL SIMILAR EXPOSED AREAS. g, U.O.N. PROVIDE EQUAL WIDTH FILLER/SCRIBE BETWEEN WALL AND CASEWORK AT ALL LOCATIONS WHERE NONE IS SHOWN. MAXIMUM WIDTH IS TO BE 2". g, CONTRACTOR SHALL FIELD VERIFY AND CHECK ALL CONDITIONS, LOCATIONS AND DIMENSIONS PRIOR TO STARTING ANY WORK. REPORT ANY DISCREPANCIES TO ARCHITECT. 10, ANY AND ALL PARTS OF ANY CABINETS OR COUNTERS THAT ARE VISIBLE MUST BE FINISHED WITH MATERIAL TO MATCH ADJACENT FINISHES. NOTIFY AND COORDINATE WITH ARCHITECT IF AREAS OF UNSPECIFIED FINISHES EXIST. 11. U.O.N. REFER TO ROOM FINISH SCHEDULE FOR ALL CABINET FINISHES AND MATERIALS AS WELL AS ALL OTHER ASSOCIATED, MISCELLANEOUS FINISH REQUIREMENTS. U.O.N. ALL INTERIOR COMPONENTS TO BE WHITE MELAMINE. 12. EASE ALL EXPOSED OUTSIDE EDGES AT ALL COMPONENTS FOR ITEMS SHOWN ON THIS SHEET. 13. REFER TO ROOM FINISH SCHEDULE FOR ALL WALL BASE REQUIREMENTS. JVLIIJ JVIlI nVL TRANSACTION TOP 0 I N ...V „LL ��/-ALL , „•,J, ,, SEE FINISH SCHEDULE CHECK-OUT CASEWORK ELEVATION 3'-0" I 3'-0" I _ 3'-0" _ CASEWORK ELEVATION LE Lo N t0 2'-0" 3'-0" 3'-0" , \ \ MICROWAVE Q0Ccn D \ j � SHELF I 00 O Q Q ttii:i.,"t tl'r OWNER N _ J nv t Kni: i OR TO � E'kG'viDE: WATER INE fOR ICE � I � MAKER CDi DISHWASHER PROVIDE GAkBAi;i uVi�rII:_L END PANEL DISPOSAL ��BR�EAK�RO�OM i3 Ly ZZ J � M O Lu U v O i 4'-0" LAB CASEWORK ELEVATION 1/2" = 1'-0" 1 11\IJI ILV LI\V I !1f\LLI 111 . NURSE CASEWORK ELEVATION co CHECK-IN CASEWORK ELEVATION 1/2" = 1'-01 1 O I N NURSE CASEWORK LLLVAT iON 1/2" = 1'-0" ' k --i 44 I 3'-0" O >� �u < �s LdU D Z w Q p 2 U c��za3� CD LLJ NLL,< CLM U LU �dLL v Z Dul w Q u0ct-F- ��LL0ouz = U �_0-UjF Q 2p�`"~ate Z HLU0�D z a 0 m o Z oaDN aZaL Z) j 3N<Z0- M ou O \ I u,wQ�Wz>- v,ZwpoZU � ' k --i 44 I 1" 1'-3 3'-0" 7'-6" (ji O LAB CASEWORK ELEVATION LAB /2" = 1'-0" i N 5'-011 1" Il.. 5'-0" 1�II� 5'-0" •� NURSE CASEWORK ELEVATION 1/2" _ 11_011 9 LAt CASEWORK ELEVATION CHECK-IN CASEWORK ELEVATION 1/2" = 11-011 1 1110101 ILV L110V f P1f\LLf 1 11 . 4'-0" 1 _ STERILIZ. CASEWORK ELEVATION 1/2" = 1'-0" NURSE CASEWORK ELEVATION 1/2" = 1'-0" 1 3•-0" V PANO CASEWORK ELEVATION 1/2" = 1'-0" LLr O >� �u < �s LdU D Z w Q p 2 U c��za3� CD LLJ NLL,< CLM U LU �dLL v Z Dul w Q u0ct-F- ��LL0ouz = U �_0-UjF Q 2p�`"~ate Z HLU0�D z a 0 m o Z oaDN aZaL 1" 1'-3 3'-0" 7'-6" (ji O LAB CASEWORK ELEVATION LAB /2" = 1'-0" i N 5'-011 1" Il.. 5'-0" 1�II� 5'-0" •� NURSE CASEWORK ELEVATION 1/2" _ 11_011 9 LAt CASEWORK ELEVATION CHECK-IN CASEWORK ELEVATION 1/2" = 11-011 1 1110101 ILV L110V f P1f\LLf 1 11 . 4'-0" 1 _ STERILIZ. CASEWORK ELEVATION 1/2" = 1'-0" NURSE CASEWORK ELEVATION 1/2" = 1'-0" 1 3•-0" V PANO CASEWORK ELEVATION 1/2" = 1'-0" LLr O >� �u < �s LdU D Z w Q p 2 U c��za3� LLJ NLL,< CLM U LU �dLL v Z Dul w Q u0ct-F- ��LL0ouz = U �_0-UjF Q 2p�`"~ate Z HLU0�D z a 0 m o Z oaDN aZaL Z) j 3N<Z0- M ou u u,wQ�Wz>- v,ZwpoZU � f- 2 UUz��UO Ha Q w m o U N w .0 0 ~ / co W Q N o �zC)� N - M z m N O J LU J M O Co^ J M Z w N Q Uj Z Z m �wwpo0 U U N Z p z 0 w Fi 100103 A4.2 SOLID SURFACE TRANSACTION z o COUNTER TOP WITH TOP OVER WOOD FRAMING 1 �_p�� SOLID SURFACE TRANSACTION 1'_p" 2'-1" TURNED DOWN FRONT LIP „ CORK �, 6 PROVIDE '" RADIUS EDGE, » TOP OVER WOOD FRAMING 6 PROVIDE �" RADIUS EDGE, �,it)t. 4"H BACKSPLASH " COUNTER TOP WITH PROVIDE 4"H "" TYP. ALL EDGES TYP. ALL EDGES 2 -1 ,iDE:5PLASHES WHERE TURNED DOWN FRONT LIP BACKSPLASH 1-1 /2 DIA, HOLE WITH " CORK �. a+_JN IER ABUTS SIDE WAR i, N W CL W w oc PLASTIC GROMMET, LOCATE - 2'-1 " PROVIDE 4"H OVER OUTLETS PLASTIC LAMINATE TOPN ,c �000u w BACKSPLASH 2METAL STUD AND GYPSUM 2'-1" ,,.iuE SINK WITH AD,, BOARD KNEE WALLiMPt Z iANT GOOSENECK _ ..- Ln --- METAL STUD AND GYPSUM I AUCtJ AND LEVER HANDLc -. io BOARD KNEE WALL' z PROVIDE ESHELF ON U N Z) Z� 0 U RAKKS EH1818 SUPPORT o ADJUSTABLE SHELF STANDARDS. - �, � Lu w W O Z} - I ,uVwE MATCHING FALSE ui;AWERa BRACKETS AT 48" OC MAX. STANDARDS TO BE RECESSED co 10 Ai -t. SINK LOCATIONS. MATCH to PAINT TO MATCH WALL. IN CABINET WALLS w FINISHED SIDE i REFER TO 6/A1.8 FOR FINISHES, HARDWARE ETC. N w N PANEL BEYOND 7 SUPPORT BRACKETS �, o FILE DRAWER WITH HANGING Q Lu N TYPICAL U.N.O.- PROVIDE 4" WALL BASE, SEE FINISH - FILE RAILS AND LOCK _ BASE CABINET WITH NO V 2" WHITE MELAMINE FOR ALL SCHEDULE __ _---._-_ ____ WALL BASE, SEE FINISH r it i_VING OR STANDARDS I INTERIOR CABINET FINISHES _ SCHEDULE TH2 LLJ�Q� a �ZoO.. 00 5 TYPICAL TRANSACTION DESK 4 TYPICAL TRANSACTION DESK TYPICAL SINK MASE 2 TYPICAL WORK SURFACE BASE CABINET I 110 I to 110 110 (TYPICAL -10 m o u o O 4'-0' Lu 3'-()'' - �� RECOMMENDED DISTANCE AS SHOWN. . M O m J T rn y, r Z W LL! PROVII�EE 5 3/4"T x 12"D WHITE �HEL/VES. z ° Ln a 0 m MELAMINEt LION. Q W W u u O WWM O o N 1-1/2" DIA. HU t. PROVIDE TWO SHELVES ON ADJUSTABLE COUNTER TOP WITH 4 WITH PLASTIC SHELF STANDARDS. STANDARDS TO BE TURNED DOWN FRONT LIP s GROMMET, LOCAit: z RECESSED IN CABINET WALLS. 1'-6" PROVIDE 4"H ! OVER OUTLETS SEE FLOOR PLANS FOR o - - - a BACKSPLASH 2-8 I 2' -8" LENGTH OF REQUIRED SHELVING. W TYPICAL U.N.O.- PROVIDE WHITE MELAMINE 2'-1" i 2'-1' j L J FOR ALL INTERIOR CABINET FINISHES. W } W \7: O METAL STUD AND GYPSUM METAL STUD AN[) RAKKS EH1212 SUPPORTWALL BOARD KNEE WALL ! I r GYPSUM BOARD BASE BRACKETS AT 48" OC MAX. i KNEE WALL io PAINT TO MATCH WALLFINISHED SIDE 1 0 N CNPANEL BEYOND W f - N t KNAPE & VOGT BRACKET - HEAVY DUTY STEEL ui 4" WALL BASE, SEE FINISH L--4" WALL BASE, SEE # 187LL WH 12" Floor Line - SCHEDULE FINISH SCHEDU0: KNAPE & VOGT STANDARD - STEEL87 WH 72" OR ANCHOR DIRECTLY INTO WALL STUDS PROVIDE BLOCKING. 1 CASEWORK DETAIL CASEWORK DETAIL +CASEWORK DE"i Aft (DA�,�STABLE SHELVES DETAIL TYPICAL UPPER CABINET 6 2'-1" ,r APPLICABLE -TOP OF COUNT _-------- tjr i(jND TO BE AT S-0" A.F.F. " CONT. WOOD CLEAT. K' TYPICAL U.N.O.- PROVIDE PROVIDE 4"H BACKSPLASH i : n lviilE 6"H BACKSPLASH AT SINK. - WHITE MELAMINE FOR ALL 1'-6" & SIDESPLASHES WHERE / Ot INTERIOR CABINET FINISHES. CN COUNTER ABUTS SIDE WALLS tit -)-6 i BETWEEN COUNTER & BACKSNi_+Sh = -- i" CONT. WOOD CLEAT. - - } RADIUS OUTSIDE SHELF PROVIDE SINK WITH ADA r uMPL1ANT SINK WITH GOOSENECK" " CORNERS 2 R COMPLIANT GOOSENECK I" AND LEVER HANDLES. # V-15" FAUCET AND LEVER HANDLES #271.05.004 HOOK FASTENEK:; `-' MICROWAVE SHELF. T - 10P AND BOTTOM OF EA. muvABLE PANEL. PROVIDE MATCHING FALSE DRAWER o MOVABLE PANEL TO BE z i AT ALL SINK LOCATIONS. MATCH WIDTH OF COUNTER. o '`' ALL FINISHES, HARDWARE ETC. a ,i TYPICAL BASE CABINET WITH NO w „ 2 SHELVING OR STANDARDS PANEL TO BE N - --- - WIDTH OF COUNTER. � ACOA SINK BASE U I AiL MICROWAVE SHELF DETAIL CASEWORK DETAIL . (13 . �. v. 1. — V) z O N . • O o w O 2: W z0 �2 •.✓d rn P W u 100103 A4.3 z o �!p mW LdU QuX— uluLuW L0L cN W Q u r U cZ7Hz03L-2,lw- r w N W CL W w oc � z ce Lu < u F 2 U ,c �000u w Q 20Lu 3E �`"—Q5 F- Ww� Z zzazu 000��� QQ d Q Z a 0 N uu<0--i U N Z) Z� 0 U � Lu w W O Z} OUj Lu i ZA0 v-)ZLuOZU U — Q Lu C6 o V W Lu W LL LLJ�Q� a �ZoO.. 00 N Z m o u o O LU Lu J J M O m J rn y, r Z W LL! z ° Ln a 0 m Q W W u u O WWM O o N Z V) z O N . • O o w O 2: W z0 �2 •.✓d rn P W u 100103 A4.3 SOLID SURFACE TRANSACTION - TOP OVER WOOD FRAMING I" CORK - 1 -1/2" DIA. HOLE WITH - PLASTIC GROMMET, LOCATE OVER OUTLETS 2'-1" i N FINISHED SIDE PANEL BEYOND % 1 -0 6" �PROVIDE '" RADIUS EDGE, TYP. ALL EDGES METAL STUD AND GYPSUM BOARD KNEE WALL i M REFER TO 6/A1.8 FOR SUPPORT BRACKETS 4" WALL BASE, SEE FINISH SCHEDULE TYPICAL TRANSACTION DESK CASEWORK DETAIL COUNTER TOP WITH TURNED DOWN FRONT LIP PROVIDE 4"H BACKSPLASH RAKKS EH1212 SUPPORT BRACKETS AT 48" OC MAX. PAINT TO MATCH WALL. SOLID SURFACE TRANSACTION TOP OVER WOOD FRAMING CORK PLASTIC LAMINATE TOP 2' -1 KI i N 0 i 1'-0" /PROVIDE 41" RADIUS EDGE, ii rt—�1 TYP. ALL EDGES METAL STUD AND GYPSUM BOARD KNEE WALL CID FILE DRAWER WITH HANGING FILE RAILS AND LOCK WALL BASE, SEE FINISH SCHEDULE TYPICAL TRANSACTION DESK 2'-8" CASEWORK DETAIL i,_iDE 4"H BACKSPLASH �d)[SPLASHES WHERE ANTER ABUTS SIDE WALLS - , juL SINK WITH ADA INwLIANT GOOSENECK !�.;�T AND LEVER HANDLES iUE MATCHING FALSE DRAWER i SINK LOCATIONS. MATCH INISHES, HARDWARE ETC. „AL BASE CABINET WITH NO ONG OR STANDARDS TYPICAL SINK BASE 4'- 0 3'-0" co I � ' s I I a � ` 2'-8 2,-1„ I ETAL STUD AND GYPSUM j DARD KNEE WALL a FINISHED SIDE j PANEL BEYOND " WALL BASE, SEE FINISH CHEDULE �_. 3,-0., CASEWORK DETAft *0 J I -° � r -o„ 1-1/2" DIA. HULL WITH PLASTIC GROMMET, LOCA+r OVER OUTLETS METAL STUD ANI.) GYPSUM BOARD KNEE WALL 4" WALL BASL, SEE FINISH SCHEDULE APPLICABLE -TOP OF COUNTEK TO BE AT 3'-0" A.F.F. CONT. WOOD CLEAT. )o0l_ CH BACKSPLASH Al SINK. ;ry I BETWEEN COUNTER & BACKSPLA�,H "' CONT. WOOD CLEAT. .)MPLIANT SINK WITH GOOSENE(;h COUNTER TOP WITH TURNED DOWN FRONT LIP PROVIDE 4"H BACKSPLASH RAKKS EH1818 SUPPORT BRACKETS AT 48" OC MAX. PAINT TO MATCH WALL. 2 ITYPICAL WORK SURFACE RECOMMENDED DISTANCE AS SHOWN. PROVIQ (5� 3/4"T x 12"D WHITE MELA�MI E H LLVES. UON. SEE FLOOR PLANS FOR / LENGTH OF REQUIRED SHELVING. WALL BASE KNAPE & VOGT BRACKET - HEAVY DUTY STEEL #187LL WH 12" KNAPE & VOGT STANDARD - STEEL #87 WH 72" ANCHOR DIRECTLY INTO WALL STUDS OR PROVIDE BLOCKING. ADJUSTABLE SHELVES DETAIL I,, = 1'-0" TYPICAL U.N.O.- PROVIDE WHITE MELAMINE FOR ALL INTERIOR CABINET FINISHES. RADIUS OUTSIDE SHELF CORNERS 2"R COUNTER TOP WITH TURNED DOWN FRONT LIP PROVIDE 4"H BACKSPLASH PROVIDE ONE SHELF ON ADJUSTABLE SHELF STANDARDS. STANDARDS TO BE RECESSED IN CABINET WALLS TYPICAL U.N.O.- PROVIDE WHITE MELAMINE FOR ALL INTERIOR CABINET FINISHES I TYPICAL BASE CABINET PROVIDE TWO SHELVES ON ADJUSTABLE SHELF STANDARDS. STANDARDS TO BE RECESSED IN CABINET WALLS. TYPICAL U.N.O.- PROVIDE WHITE MELAMINE FOR ALL INTERIOR CABINET FINISHES. TYPICAL UPPER CABINET 6 I PROVIDE 4"H BACKSPLASH & SIDESPLASHES WHERE COUNTER ABUTS SIDE WALLS PROVIDE SINK WITH ADA COMPLIANT GOOSENECK N z O �o w O o Lu u J W cr 9i Z o >I U LLu, QuSuLu Lu uj I, w Q u c7�QzoLou�Lu Lu Lu (L � x Lu �Lu< z uC'� 1- 2 U 0Z) Lu 0 o D � _ x I x0r`w"�—Q� H w w D z u Z Q � m� d o pC �jN QZaCL D ZU<0zU- uu,0 LLA Zj Lu _ cn z w o o z u u �- x 0 0 F—U < uu0 — O W m o U N w %0 p L- �_ / 00 N W o Q Z C) � C) QCN O** Z rn LLjm >_ r-, o L) O W I� Cl vii W J LL LL caM O m L JC) Z - 3 u w° 0 pp u N o0 0 Z o u N z O �o w O o Lu u J W cr 9i KEYED NOTES OREFER TO ROOF PLAN SHEET A2.1 FOR ALL INFORMATION PERTAINING TO ROOF SYSTEM. OREFER TO STRUCTURAL DRAWINGS FOR ALL FOOTING, FOUNDATION AND FLOOR SLAB CONSTRUCTION. OEXTRUDED ALUMINUM, STOREFRONT FRAMING. REFER TO EXTERIOR ELEVATIONS AND SPECIFICATION BOOK FOR INFORMATION. OSOLDIER COURSE MODULAR BRICK. FACE TO EXTEND J" OUT FROM FACE OF WALL. O5 '" EXPANSION MATERIAL AND SEALANT. # # 2" RIGID, EXTRUDED POLYSTYRENE, PERIMETER INSULATION. OINTERIOR CAST IN PLACE CONCRETE SLAB. REFER TO STRUCTURAL DRAWINGS FOR ALL CONSTRUCTION 3/A5.3 3/A5.3 3/A5.3'0000 INFORMATION. \� O C.I.P. CONCRETE FOOTING. SIZE AND DEPTH SHOWN FOR ALL FORMAT L Y. N. REFER TO STRUCTURAL DRAWINGS FOR T.O. MASONRY ot d t' T.O. MASONRY ' =y " I --18'-0 O FINISHED GRADE VARIES. RE: SITE DRAWINGS. 18-0 r STEEL STUD FRAMED EXTERIOR WALL. REFER TO STRUCTURAL DRAWINGS FOR ALL CONNECTIONS TO STRUCTURAL FRAME, SHEAR WALLS, ETC... .0000' 0000 I I 11 2" THICK EXTERIOR SHEATHING (REFER TO SCRUCTURAL DWGS.) AND 2" RIGID INSULATION. PROVIDE j MANUFACTURER'S JOINT TAPE ON RIGID INSULATION JOINTS AND COVER WITH AIR INFILTRATION BARRIER. GYPSUM BOARD SHEATHING OVER VAPOR BARRIER, FULL HEIGHT. 3 COURSES OF SOLDIER COURSE MODULAR BRICK 14 14 -- - -- 14 VENEER. If. MODULAR FACE BRICK. SEE SPECIFICATION BOOK IE 14 FOR INFORMATION. I 15 SUSPENDED ACOUSTICAL TILE CEILING ASSEMBLY. REFER TO FINISH SCHEDULE AND CEILING PLAN. PRECAST CONCRETE WINDOW SILL. 0 1 FILL ALL EXTERIOR WALLS WITH MINIMUM OF R-19 RATED BATTS INSULATION. 2 2 13 113 18 WINDOW STOOL. REFER TO FINISH SCHEDULE. PRECAST CONCRETE PILASTER. B.O. SOLDIER COURSE OILj� B.O. Sibt; B.O. SOLDIER COURSE OIL PRECAST CONCRETE BAND. EXTERIOR GYPSUM BOARD WITH PAINTED FINISH. 44 I� i I INSTALL OVER SUSPENDED FRAMING. ROOF MANUFACTURERS STANDARD REGLET I( I O COUNTERFLASHING WITH TERMINATION BAR. 00 CN I 1 15 ._ ._ — 12 15 15 I 9�0 ° 1 B.O. CAST STONE PILASTER 1 ! T.O. Hoy<: 4 I 8 -0 1 B.O. SOLDIER COURSE � " I 8'- 0" '-10 4/A5.3 ii 14 14 14 BEYOND t _ _..0 10 17 2/A5.3 SIM t 1 1/A5.3 '°" 2/A5.3 1 1 12 J 12 � i« 4 16 � B.O. B.O. _I, ., �t;-� 4 I �� B.O. SOLDIER COURSE I IB.C.RS I I BSOLDIER COURSE I , � I I I 18 2'-8" I I - " 2 -8 14 5 7 I I 5 7 9 I 1 6 9 1 I -1 6 9 1 1 6 T.O. CONC I I I T.O. CONC oL ° o' -o" I I 1" I ° I o' -o" .: .Y 2 ° I 2 1 I 2 1 4 ° I I I I - ° ° 8 ° a ■ a if■ 3 �SECTl�WA'�LL SECTION a°..a..._e_'-0" 3/4" = I'-0" '-0" V) z O w W F J W E Q U F Z N M O �O Q Z a PA J W Q U 100103 WALL SECTIONS A5. Z >Lj � w � aWu�"' W U Q Z2Q�� W H w9 m w� U oQa=wHUa �zu��LQ -117 U Z O 0=00:rU Q Z =off">a� I.- Lu z u Z - W LL Z<oOcOQ�o ZdF-a:DN cC z0-1zU . V NFZ' 0 U"'0~c W CIC wZo w oZWQ�Z u_ �--0 ►=-uz< U@ — O W m o U N w %0 0 u- / co W Q N 00 C) Z a O 4% N Q co 0% M Z m o U U U N N Co ✓ L. w , 1 J J M .. m ' i M O Z m p N w W 3 w cC%4w c0 W D u N OO QO Z o u V) z O w W F J W E Q U F Z N M O �O Q Z a PA J W Q U 100103 WALL SECTIONS A5. o _ c N c N I V 2" EXTRUDED RIGID WITH TA FURR OUT TIGHT T( WITH 2 j" ME FINISHED WITH VAP( AND J" G REFER TO � DRAWINGS F( MI STRUCI AIR INFILTRATION BARRIER 2'-g„ 1 9" 1 1'-11" / 1 MASONRY EXPANSION TYPICAL. REFER TO 2 EXTRUDED RIGID INS WITH TAPED MASONRY EXPANSION TYPICAL. REFER TO J" GYP BOARD OVER VAPOR METAL STUD EXTERIOI REFER TO STRUCTURAL DF FOR ALL INFO[ 1'-7" PLAN DETAIL I 5" I 1'-2" STUD TO BRICK 4" � 1 1/2" = 1'_0" INFILTRATION !RIER j" SEALANT JOINT WITH BACKER ROD. COLOR OF SEALANT TO MATCH COLOR OF BRICK. COORDINATE COLOR WITH ARCHITECT. nnunui ins r nnunnrnci�LE IT. llL. LI\ 'V wv-"L J --..i FOR EXTERIOR WALL SUBSTRATE CONSTRUCTION. TYPICAL MASONRY EXP. JOINT DETAIL 1 1/2" = 1'-0" r710o r loo 00 I N 3/A5.3 SIM T.O. MASONRYNV / 13'-4" t r B.O. SOLDIER 11'-4" B.O. STL ANGLL 81-8 1. \ 4 BEYON r X14 r BEYONi. BE'itN� WALL SECTION KEYED NOTES OREFER TO ROOF PLAN SHEET A2.1 FOR ALL INFORMATION PERTAINING TO ROOF SYSTEM. OREFER TO STRUCTURAL DRAWINGS FOR ALL FOOTING, FOUNDATION AND FLOOR SLAB CONSTRUCTION. OEXTRUDED ALUMINUM, STOREFRONT FRAMING. REFER TO EXTERIOR ELEVATIONS AND SPECIFICATION BOOK FOR INFORMATION. OSOLDIER COURSE MODULAR BRICK. FACE TO EXTEND J" OUT FROM FACE OF WALL. O5 j" EXPANSION MATERIAL AND SEALANT. 6 2" RIGID, EXTRUDED POLYSTYRENE, PERIMETER INSULATION. OINTERIOR CAST IN PLACE CONCRETE SLAB. REFER TO STRUCTURAL DRAWINGS FOR ALL CONSTRUCTION INFORMATION. OC.I.P. CONCRETE FOOTING. SIZE AND DEPTH SHOWN FOR REFERENCE ONLY. REFER TO STRUCTURAL DRAWINGS FOR ALL INFORMATION. OFINISHED GRADE VARIES. RE: SITE DRAWINGS. O STEEL STUD FRAMED EXTERIOR WALL. REFER TO STRUCTURAL DRAWINGS FOR ALL CONNECTIONS TO STRUCTURAL FRAME, SHEAR WALLS, ETC... 11 J" THICK EXTERIOR SHEATHING (REFER TO SCRUCTURAL DWGS.) AND 2" RIGID INSULATION. PROVIDE MANUFACTURER'S JOINT TAPE ON RIGID INSULATION JOINTS AND COVER WITH AIR INFILTRATION BARRIER. 12 J" GYPSUM BOARD SHEATHING OVER VAPOR BARRIER, FULL HEIGHT. 13 3 COURSES OF SOLDIER COURSE MODULAR BRICK VENEER. 14 MODULAR FACE BRICK. SEE SPECIFICATION BOOK FOR INFORMATION. 15 SUSPENDED ACOUSTICAL TILE CEILING ASSEMBLY. REFER TO FINISH SCHEDULE AND CEILING PLAN. 16 PRECAST CONCRETE WINDOW SILL. 1 FILL ALL EXTERIOR WALLS WITH MINIMUM OF R-19 RATED BATTS INSULATION. 1 g WINDOW STOOL. REFER TO FINISH SCHEDULE. 19 PRECAST CONCRETE PILASTER. 20 PRECAST CONCRETE BAND. 21 J" EXTERIOR GYPSUM BOARD WITH PAINTED FINISH. INSTALL OVER SUSPENDED FRAMING. 2 2 ROOF MANUFACTURER'S STANDARD REGLET COUNTERFLASHING WITH TERMINATION BAR. 0 J W a U U Ln N 3 W H a E Z (� LL 0 N M O ItIllO a z a J W Q U 100103 WALL SECTIONSMETAILS A5.2 z o �Z 3 a uuW Lu Z w Q D u ��zo3�w u w waWCd2-, oa�w�uR V) L) a 2 U �w000UZ � oC Lu = 0 = =o�N~a5 F— I Z Z�w�zu QcF—o0<93 Z CL CL - z<o - = U 3NDZ0�Ou ULu0 wW2WZ0 0 Z w Q o z O U F— 2 1uuza�ZO — Q W m o N Lu %0 _U p LL F-' 00 W Q N co o Z C) 0% CN C) Q a% M ; Z m U U V N N LL V„1 LLj —j M - O CID J > M m zw W Z o "' a z ° m o N o 0 Z u u 0 J W a U U Ln N 3 W H a E Z (� LL 0 N M O ItIllO a z a J W Q U 100103 WALL SECTIONSMETAILS A5.2 ROOF HATCH MANU TO PROVIDE Z INSULATED ROOF HATCH. o Dw C9 cca LL U A STEEL LADDER UP EXTENSION FOR EASIER ROOF ACCESS. U rl ce V)Lu Z 2 Q u IIIIIIIIIm # =) # 1'-2" 6" Lu 0 }, Lu 6„ H Nzu �Ru_ODUZ _ U =00=1� I PROVIDE DEEP LEG TRACK � Q xo�Lu N~Q� �LLJ D Z ALUMINUM STOREFRONT FRAMING DEFLECTION DETAIL AT THIS ZQOm��o Q Z C CL D N uUJ~Z�2 LOCATION. - - o U / PROVIDE SILL RECEIVER FRAME TYP AT �tL-u woc wLu 2" EXTRUDED RIGID INSuL k! Tory - w ou�Q��Zp v)Zwp0Zu ALL STOREFRONT. ' uu0 �0?a�0 JOINTS AND PROVIDE AIR !NETT lkhllitN Q W BARRIER. TYPICAL PERIMETER OE > U N 8" X J" THK. PLASTIC LAMINATE -WINDOW p l � > 00 STOOL. Q - - r 0% oZ N Q MODULAR BRICK. SEE SPECS MODULAR BRIuK ;, ,I ;_, - - _ Z B.O. ROUGH OPENING AL m - 0 m m C) 0✓. L 3'-4" I� J J ^ M O ° 2X TREATED WOOD AT PERIMETER OF > o \ >- m z w - Lu CAST STONE SILL ° :: OPENING. m \ MODULAR BRICK SOLUi[ ;t w w Lei:)o u u N a O Z DOUBLE TREATED 2X4 CONTINUOUS AT �, SEt NI MEMBRANE FLASHING. SEE SPECS. ° OPENING TO SECURE STOREFRONT \, B.O. SOLDIER uUUk_A- 2" EXTRUDED RIGID INSULATION, TAPE 2 _B JOINTS AND PROVIDE AIR INFILTRATION \ \ BARRIER. TYPICAL PERIMETER OF BUILDING I ALL MASONRY AND/OR CAST STONE \ \ MODULAR BRICK ��( .,!'._ - ALL MA50NRY ArvU; irk CAST STONE MODULAR BRICK. SEE SPECS.77- :: ANCHORS TO BE STAINLESS STEEL. \ o ANCHORS TO BE SIAiNLESS STEEL. \ \ PROVIDE STRIP OF AIR BARRIER TO LAP < PROVIDE STRIP OF AIR [SAKhlL n ?, At - - OVER TERMINATION BAR DETAIL. TAPE ? \ \ OVER TERMINATION BAR !►t lA! uPk ALONG TOP EDGE. TYPICAL.77 6" METAL STUD FRAMING AT 16" O.C. G.C. NOTE; ALL INTERIOR WALL \ o ALONG TOP LuGL I rt'iC,til. T - 6" METAL STUD I NAMING AT 16" O.C. PROVIDE FLASHING MANU RECOMMENDED .::: FILL SOLID WITH BATTS INSU. SEE BRACING MUST BE POSITIONED PROVIDE FLASHING MANU Kt-c_:OMMr wt;i i.; - - FILL SOLID WITH BAITS INSU. SEE TERMINATION DETAIL. TOP OF FLASHING �� SPECS. TO BE ABOVE ACOUSTICAL TILE TERMINATION DETAIL. TON 0r EIA' rift, SPECS. TO BE MIN OF 6" HIGHER THAN TOP OF CEILING TO BE MIN OF 6" HIGHER I HAN I OI- ;A CAVITY PROTECTION MATERIAL. EXTERIOR SHEATHING. SEE SPECS AND CAVITY PROTECIIUN MAltttAl_ -- EXTERIOR SHEAIrIiNt, SEE SPECS AND I STRUCTURAL FOR THICKNESS. o STRUCTURAL FOR THICKNESS. MEMBRANE FLASHING. SEE SPECS. ::" GYP BOARD OVER MOISTURE BARRIER. MEMBRANE FLASHING GYP BOARD OVER MOISTURE BARRIER. 77 CAVITY PROTECTION MATERIAL FULL SET SILL PLATE ON POLYETHYLENE CAVITY PROTECTION MW t KIAE . ; - SET SILL PLATE ON POLYETHYLENE DEPTH OF CAVITY. SEE SPECS.Zl� :: FOAM SILL GASKET (USE DOW MANU o DEPTH OF CAVI iY SEE FOAM SILL GASKET- ( USE DOW MANU 'WEATHERMATE' FOAM GASKET). 'WEATHERMATE' FOAM GASKET). WEEP TUBES WITH SCREENS. I ! I WEEP TUBES wi ,L,Rr ; , ; -, ;. ; V SEE SPECS FOR INFO. C OMPRESSIBLE FILL W/ SEALANT STEEL STUD AND GYP BD WALL -SEE FLOOR PLANS FOR SEE SPEC OR INT v CUT FLASHINu r I r ,+ w+ I . I COMPRESSIBLE 'IL, W/ SEALANT CUT FLASHING OFF FLUSH WITH FACE OF CAST STONE. WALL TYPE DESIGNATIONS. o FACE 1A �,.A�; 777/ .: EXTEND TO UNDERSIDE OF a a a ROOF DECK. a I a a LADDER BRACKET. SIZE, ° NUMBER ETC BY LADDER da MANUFACTURER. PROVIDE BLOCKING IN o v a �- a ° .. Q ° STUD WALLS AT EVERY ° GROUT ALL CORES SOLID BELOW ° ° 4 LADDER BRACKET. GROUT ALL t,t Kc :; ,�,{ t di Jw - ' FINISHED FLOOR. °� SES C a a' E STRUCTURAL FOR ALL SLAB, AND COORDINATE WITH FINISHEi.� _ ;._,.auk .,� ° 4 . -- SEL S i kU ; (URAL FOR ALL SLAB, ANC ° ° Q. SUBGRADE REQUIREMENTS. a LADDER MANUFACTURER °. ° a. ,- 5UBGRADE REQUIREMENTS.SOLID.- GROUT ENTIRE CAVITY SOLID. a a Q ° ° 0 O GROUT LNl Kt.. �,AvlI'. ° LADDER TO BE 18"WIDE CLEARQc ea .14 ° INSIDE DIMENSION °° ° °d - ° a ° ° a. ° d a° ° SEE STRUCTURAL DRAWINGS FOR ALL ° ° ° ° RIGID PERIMETER INSULATION. SEE SEE STRUCTURAL. ---RIu a PERIMETER INSULATION. SEE FOUNDATION AND FOOTING INFORMATION. ° °° a SPECS. 1" DIA STEEL RUNGS AT FOUNDATION AND FOOIINC INI-oNMAIION ° ° SPECS ALL ELEMENTS ARE SHOWN HERE FOR o 12" O.C. (MAXIMUM) TYPICAL. ALL ELEMENTS ARE SHOWN r►tNt FOR ° - REFERENCE ONLY. ° ° PROVIDE NON SLIP RUNGS. RLFERt _t uNt't. 4 - d e.° °a LADDER TO REST ON a ° _ ° a a ,. FLOOR -SECURE LADDER °° e TO CONCRETE FLOOR AT BOTH SIDES. 0 ROOF ACCESS LADDER DETAIL �'� WALL BASE DETAlk WALL BASE DETAIL 5 ( 3/4" = 1'-0" ,,27,._o,, I I/2 0 # 6" 2" EXTRUDED RIGID INSULATION, TAPE JOINTS AND PROVIDE AIR INFILTRATION - # BARRIER. TYPICAL PERIMETER OF BUILDING PREFINIbritu t �c3r ,I i. - WOOD NAILtN ;iii TRT'D. WOOD, MODULAR BRICK. SEE SPECS METAL COPING Wl i � i Iry l llvutJ;,i : CONTINUOUS, OR TWO LAYERS OF ALL SIGNAGE SHALL CONFORM WITH GALVANIZED SEA! -' I At iMLN I TREATED 4" PLYWOOD, STUD FRAMING FLASHING MANU. APPROVED TERMINATION BAR APPLICABLE STATE AND METHODS AND AMOuIy MU: BE _: -- I DETAIL. RUN A FLAP OF AIR INFIL BARRIER OVER " ALL MASONRY AND/OR CAST STONE FEDERAL GUIDELINES COORDINAI"LI w! , wlNu - --_ - 1.0. MASONRY THIS DETAIL. ::: ANCHORS TO BE STAINLESS STEEL. 4" FROM LATCH SIDE MAN ,, .At uNt k, --- -- - , 18'-0" CAVITY PROTECTION MATERIAL AT ALL WINDOW HEADS. - FLEXIBLE, ADHESIVE FLASHING DOWN SHEATHING, BELOW BRICK AND ADHERED TO CELL VENT EXTEND MEMbkANL UP BACK OF TOP SIDE OF S.S. DRIP. FORM END DAMS - METAL STUD BUILT UP HEADER AT w►+t-` PARAPET, OVER NAILER AND SECURE AT EVERY WINDOW JAMB. OPENING, TYPICAL A AT FRONT FACE OF NAILER. BRICK SOLDIER COURSE, OUT " MODULAR dkiE,v - - ALL MASONRY AND/OR CAST STONE FROM FACE OF FIELD BRICK - T.O. ROUGH OPENING ANCHORS TO HE STAINLESS STEEL. WEEP TUBES WITH S.S. SCREENS. ""' """""" ""'' I 8•-0" ' U 0 2" EXTRUDED RIGIu INS+,lam JON IAP TRT'D. PLYWO(A) SHEATHING AT HEMMED, STAINLESS STEEL DRIP 2X TREATED WOOD AT PERIMETER OF JOINTS AND PROVIDE. AIR !Nr iI ; KAI ION BACKSIDE OF PARAPET TYP AT ALL WINDOWS. OPENING. o BARRIER. TYPICAL PERIMETERBUDDING j DOUBLE TREATED 2X4 CONTINUOUS AT Lo x GALVANIZED STEEL ANGLE LOOSE OPENING TO SECURE STOREFRONT j LINTEL. PAINT ALL EXPOSED PARTS j EXTERIOR Lir ruµ,lriiNl> - y ! OF ANGLE. SEE SPECS FOR SIZES. CONT. SEALANT AT PERIMETER - j- -- ALUMINUM STOREFRONT FRAMING SHIM AS REQUIRED. PROVIDE SEALANT & x BACKER ROD AT INSIDE AND OUTSIDE OF 6" FRAME. TYPICAL ADA SIGN LOCATION �` PARAPET DETAIL. N 6 _ s, 4 �1/�r�WH�EAD�DE�TAIL�... I/2" = 1'-0" 1 I/2° = I'4' 1 2 = LLS Z W o Dw C9 cca LL U �lxjx~ Z w ce ur U � ce V)Lu Z 2 Q u IIIIIIIIIm 0 =) u Lu 0 Lu QZo��� wwa'dCL U oQ�cwHu� H Nzu �Ru_ODUZ _ U =00=1� � Q xo�Lu N~Q� �LLJ D Z z ZQOm��o Q Z C CL D N uUJ~Z�2 U 3NDZ0u �tL-u woc wLu • w ou�Q��Zp v)Zwp0Zu ' uu0 �0?a�0 Q W C6 o U N w %0 p L- � > 00 W Nco Q CD 0% oZ N Q 00 a% M Z m 0 m m C) 0✓. L W I� J J ^ M O C13 J > M >- m z w Lu Z Lu V) Q u z ° m w w Lei:)o u u N a O Z N z 0 En - 21 Z 0 Q u w u J 0 W ULu E C9 cca LL D N U � W Z Q IIIIIIIIIm 0 =) Ix ,cm 0 Lju ULu E C9 Ln LL D N Q � u he Q O Ln N M O %o qw a z a 0 z J W Q U 100103 WALL DETAILS A5.3 DOOR SCHEDULE Nu U J QUOw Q DOOR W cC SCHEDULE 0�Qzo��� MARK TYPE SIZE MATERIAL FINISH RATING FRAME MATERIAL FINISH RATING HARDWARE HEAD DTL. JAMB DTL. REMARKS MARK MARK TYPE SIZE MATERIAL FINISH RATING FRAME MATERIAL FINISH RATING HARDWARE HEAD DTL. JAMB DTL. REMARKS MARK oC: 170_jI--U U N � Z 0 �I-LuL' 0 1.-� Lu _j V) 0 cnZLu00zu o F- U_z< uu0 Q W m o V N W ,o O u - t V > co N W CL Q ZCID co O� DK BRONZE DK. BRONZE V PROVIDE AUTOMATIC OPENER WITH PUSH PADS 101A 159 V PR 3-0X7-0 INS. STEEL PAINT -- F2 H.M. PAINT -- 15 -- -- 159 J J 101A FG PR 3--OX/10 ALUM ANODIZED -- SF2 ALUM ANODIZED W J 9 __ AT BOTH SIDES OF DOORS. REFER TO ELEC. DWGS. ca Ww X J � 00 u u 'n Z PRE- PROVIDE AUTOMATIC WITH PUSH PADS 101B 160A V PR 3-0X7-0 INS. STEEL PAINT -- F2 H.M. PAINT -- 15 -- -- 160A 1 U 1 B FG PR 3- uxe-8 BIRCH FINISHED -- F1 HOLLOW MTL PAINT -- 4 -- -- AT BOTH SIDES OF DOORS. REFER TO ELEC. DWGS. PRE- PROVIDE AUTOMATIC WITH PUSH PAD 101C 160B -- -- INS. STEEL PAINT -- -- -- PAINT -- -- -- -- DONATION DOOR PROVIDE GARAGE DOOR OPENLk 1606 160C 160C 1010 102 103 FG PR : uX6-8 BIRCH FINISHED -- Fl HOLLOW MTL PAINT -- 4 -- -- AT BOTH SIDES OF DOORS. REFER TO ELEC. DWGS. F :5--OX6 8 BIRCH PRE- RE FINISHED -- F1 HOLLOW MTL PAINT -- 6 - 102 160C V 3-0X7-0 INS. STEEL PAINT -- F2 H.M. PAINT -- 7 SIM -- -- 160D OH 9-0X8-0 INS. STEEL PRE -- -- -- -- -- BY SUPPL. -- -- 160D F s uxb- 8 BIRCH PRE- FINISHED F1 HOLLOW MTL PAINT -- 6 - 103 FINISHED 104 106 107 161A V 3-0X7-0 INS. STEEL PAINT -- F2 H.M. PAINT -- 7 SIM -- -- 161A FG 3--Ux; -0 ALUM DK. BRONZE ANODIZED SF3 ALUM DK. BRONZE ANODIZED 7 __ __ 104 1618 -- -- -- -- -- F3 HOLLOW MTL PAINT -- -- -- -- 161B FG 3--UXb 8 BIRCH PRE FINISHED -- F1 HOLLOW MTL PAINT -- 5 - 106 162 N 3-0X6-8 BIRCH PRE- F1 HOLLOW MTL PAINT -- 2 -- -- 162 N 3--UX6--8 BIRCH PRE- FINISHED F1 HOLLOW MTL PAINT -- 2 -- 107 FINISHED 108 109A 109B 109C 111 163 N 3-0X6-8 INS. STEEL PAINT -- F1 HOLLOW MTL PAINT -- 13 -- -- 163 FG i--UXb-B BIRCH PRE- FINISHED F1 HOLLOW MTL PAINT -- 5 - 108 165 F 3-0X7-0 INS. STEEL PAINT -- F2 H.M. PAINT -- 13 -- -- 165 F 5-OXb--8 BIRCH PRE- FINISHED _._ F1 HOLLOW MTL PAINT -- 2 - 109A 166 F 3-0X7-0 INS. STEEL PAINT -- F2 H.M. PAINT -- 14 -- -- 166 F 3-OX6- 8 BIRCH PRE FINISHED -- F1 HOLLOW MTL PAINT -- 2 - 1096 -- -- -- -- -- - -- -- -- -- -- 109C N 3--OXb 8 BIRCH PRE- F1 HOLLOW MTL PAINT -- 2 FINISHED DOOR TYPES FRAME TYPES 112 F --OX6 3 8 BIRCH PRE- FINISHED F1 HOLLOW MTL PAINT -- 3 -- - - 112 N __ 3- OX6 8 BIRCH PRE- FINISHED F1 HOLLOW MTL PAINT -- 2 116 16 F 3--OX6 8 BIRCH PRE FINISHED -- F1 HOLLOW MTL PAINT -- 8 - 117 117 FG 3 --Ox -0 BIRCH PRE- FINISHED F1 HOLLOW MTL PAINT -- 5 -- 119 SEE DOOR SEE DOOR SEE DOOR SEE DOOR i19 SCHEDULE SCHEDULE SCHEDULE SCHEDULE 10" SO, 8" X 2'-8" "124 F - -- - - .5--0xb -8 BIRCH PRE FINISHED -- F1 HOLLOW MTL PAINT -- 1 -- -- 124 ITTEMPERED CLEAR GLASS __ F _.._______. ____. ; OXb 8 BIRCH -� F1 HOLLOW MTL PAINT -- 10 -- -- 125 GLASS. LITE 125 FINISHED LAJ > > 126 F 3--Oxt; 8 BIRCH PRE FINISHED -.- F1 HOLLOW MTL PAINT -- 1 -- - - 126 0 0 0 o `_' EO. EO. `_' ' `_) N 121 FG 3--Ux '-O BIRCH PRE- "- F1 HOLLOW MTL PAINT -- 5 __ __ 127 (n Vl (n FINISHED 8„ o o 0 0 DOOR WIDTH DOOR WIDTH 3'_0" !28 F S--Oxb 8 BIRCH PRE- -- F1 HOLLOW MTL PAINT -- 1 __ __ 128 _ ' '� FINISHED "' U) T 129 F 5--Oxb -6 BIRCH PRE -- F1 HOLLOW MTL PAINT -- 1 -- -- 129 C, FINISHED TYPE V TYPE F TYPE FG TYPE N cD ^� i 30 F 5 OXb 8 BIRCH PRE FINISHED -- F1 HOLLOW MTL PAINT -- 1 -- -- 130 SEE DOOR SCHEDULE CD © _ _ 131 F 5-Uxb b BIRCH PRE- __ F1 HOLLOW MTL PAINT -- 1 - 131 C) FINISHED 0 0 0 0 _ - 132 F 3 OX6 -8 BIRCH PRE - -- F1 HOLLOW MTL PAINT -- 1 -- -- 132 FINISHED F 3-UXb 8 BIRCH FINISHED F1 HOLLOW MTL PAINT -- 1 -- -- 133 133 o = TYPE FI TYPE F2 TYPE F3 34 F 3 UXb-8 BIRCH PRE- -� F1 HOLLOW MTL PAINT -- 1 -- - _ 134 N FINISHED F 3 Oxb b BIRCH P - F1 HOLLOW MTL PAINT -- 1 -- -- 135 0 135 0 NOTE: ALL METAL FRAMES, "HOLLOW MTL" TO FINISHED N BE WELDED HOLLOW METAL FRAMES 137 F 3 UXb 8 BIRCH PRE- F1 HOLLOW MTL PAINT -- 1 -- -- 137 FINISHED F 3 Oft -8 BIRCH PRE- FINISHED F1 HOLLOW MTL PAINT -- 1 - 138 138 TYPE OV 139 FG ___.____ 3 -Oxo -8 BIRCH PRE -- F3 HOLLOW MTL PAINT -- 5 - 139 FINISHED N 3- OX6- 8 BIRCH PRE FINISHED _-- F1 HOLLOW MTL PAINT -- 1 - 141 141 -- - -- -- -- -- - -- -- -- -- -- SLIDING GLASS PASS THRU 142A 142A - 1426 DOOR HARDWARE - -- -- -- -- - -- -- -- -- -- SLIDING GLASS PASS THRU 1428 143A F 5--Uxb 8 BIRCH PRE FINISHED -- Fl HOLLOW MTL PAINT -- 11 - 143A HARDWARE SET #1 HARDWARE SET #2 HARDWARE SET #3 HARDWARE SET #4 HARDWARE SET #5 HARDWARE SET #6 sHK,.)yyr�ti, j _moi _ - 3 HINGES 3 HINGES 3 HINGES 2 CONT. PIANO HINGES 3 HINGES 1 CONT. PIANO HINGE jfv PIAN(j) t+IN'L 143E __ _.. __ -_ __ __ _ _- -- -- -- -- SLIDING GLASS PASS THRU 143B 1 PASSAGE SET 1 OFFICE LOCKSET 1 PRIVACY LOCKSET 2 PULL HARDWARE SET 1 PASSAGE SET 1 PUSH/PULL HL)ti 0ARDWARE Ei - SLIDING GLASS PASS THRU 143C 3 MUTES 3 MUTES 3 MUTES 1 KEYED EXIT DEVICE 3 MUTES 3 MUTES Kt t L; t xi f ikVk,,L 143C 1 WALL/ FLOOR STOP 1 WALL STOP 1 WALL STOP 1 EXIT DEVICE 1 CLOSER 1 H.D. CLOSER )KI` i Kim FINISH: US26D FINISH: US26D 1 CLOSER 2 MUTES 1 WALL/ FLOOR STOP 1 WALL/FLOOR STOP i✓Ettirv�t. t K �_r�:- _._ -_ _ _-.._ PRE- 144 FINISH: US26D 1 KICK PLATE 10X32 FINISH: US26D 2 H.D. CLOSERS ��t k 144 N 3--0xb--6 BIRCH FINISHED __ F1 HOLLOW MTL PAINT -- 2 __ _ _ FINISH: US26D FINISH: US26D ,Wt ,, _._ ___ _____ PRE - RE 12 - 145 !riKtsrG.:i_ 145 F PRS UXb-8 BIRCH FINISHED _-. F1 HOLLOW MTL PAINT -- =ivi)r- MAIC i-1 _)iuHt IKON "SiM" - - -- PRE - 146 '" bD Ai 146 F 3--UXb-8 BIRCH FINISHED -- F1 HOLLOW MTL PAINT -- 1 FG 3--UXb-8 BIRCH PRE- FINISHED F1 HOLLOW MTL PAINT -- 5 - -- 148 HARDWARE SET #8 HARDWARE SET #9 HARDWARE SET #10 HARDWARE SET #11 HARDWARE SET #12 HARDWARE SET #13 HARDWARE Wit_: -,_ iAkuyv,-kNE SET #15 148 3 HINGES 2 CONT. PIANO HINGES 3 HINGES 3 HINGES 2 HINGES 3 HINGES 1 CONT, i,!mt invk,, �,J i . PIANO HINGES - -- ---' PRE _ 1 STOREROOM LOCKSET 2 PULL HARDWARE SET 1 OFFICE LOCKSET 1 CLASSROOM LOCKSET 2 DUMMY LEVERS 1 OFFICE LOCKSET 1 ENTRANt',I r . : t i..N i RANCE LOCKSET 149 FG PR 3 UXb-8 BIRCH FINISHED _-. F1 HOLLOW MTL PAINT -- 4 - 149 3 MUTES 1 KEYED EXIT DEVICE 1 PERIMETER SEAL 3 MUTES 2 MUTES 1 PERIMETER SEAL 1 DRIP TRIM PAIR FLUSH BOLTS -- -- -_-- 1 CLOSER 1 EXIT DEVICE 1 CLOSER 1 CLOSER 2 ROLLER LATCHES 1 CLOSER 1 PERIMEIEI; c, ,.,k1N TRIM 15UA N 3--Uxb -8 BIRCH PRE- --- F1 HOLLOW MTL PAINT -- 2 -- -- 150A 1 WALL/ FLOOR STOP 1 PERIMETER SEAL 1 AUTOMATIC SWEEP 1 WALL/ FLOOR STOP 2 WALL/ FLOOR STOP 1 AUTOMATIC SWEEP 1 H.D. CLOS ,t }< Ijt i�IMETER SEAL - FINISHED N __-____.._____ 3 -UXb 8 INS. STEEL PAINT -- F1 HOLLOW MTL PAINT -- 13 -- -- 150B FINISH: US26D 1 WALL/ FLOOR STOP FINISH: US26D FINISH: US26D 1 THRESHOLD 2 H.D. CLOSERS 1 SWEEP CLOSER 1 WALL/ FLOOR STOP ! 506 FINISH: US26D 2 SWEEPS FINISH: US26D 1 THRESH'ui.., ,yt E p 1 THRESHOLD FINISH: USzbi HRESHOLD 150C -- OPERABLE WALL 150C FINISH: MATCH STOREFRONT tv _,r> US26D N 3--UXr-8 BIRCH PRE FINISHEDSTOREFRONT ---- F1 HOLLOW MTL PAINT 11 151 151 ELEVATIONS -------- PRE -.-w.. F .5- OXb 6 BIRCH FINISHED F1 HOLLOW MTL PAINT 3 152152 F 3--Oxb -8 INS. STEEL PAINT - F1 HOLLOW MTL PAINT -- 13 SIM -- -- PROVIDE PRIVACY LOCKSET IN LIEU OF OFFICE SET 153 153 154A F 5--OXt-, 8 BIRCH PRE FINISHED -- F1 HOLLOW MTL PAINT -- 8 - 154A 8'-8" R. 0. F :S--UXb 8 INS. STEEL PAINT -- F1 HOLLOW MTL PAINT -- 13 -- -- 1546 4'-0" R.O. 8'-7" FRAME 15413 EQ DOOR WIDTH EO 3'-4" R.O. 3'-11" FRAME DOOR WIDTH - 155 F ---- -- 3 OX6 8 BIRCH PRE _ FINISHED -- F1 HOLLOW MTL PAINT -- 2 - 155 O B 156 F 3--OXb-B BIRCH -- F1 HOLLOW MTL PAINT -- 2 -- -- 156 W FINISHED o mC2 9, W t 157 F 3--OXb--8 BIRCH PRE -- F1 HOLLOW MTL PAINT -- 2 -- -- 157 00�n 00^ o ¢ • M t d w of r - FINISHED t �r © oo O O i58 F 3--Uxb -8 BIRCH FINISHED - F1 HOLLOW MTL PAINT -- 8 -- 158 ^ w o - o i^_ 00 o cc) o t FLOOR LINE - SF 1 SF2 SF3 us z o Nu U J QUOw Q W cC U (nwQ �� 0�Qzo��� w V d a w u o<wLL1 �_ t✓;zu��a 2 U u -O =Z cC Q =0�=ouc� 2: N~QD Z I,_wwZ3zu2<0 Qd <f-ROQ N ZaHa oC: 170_jI--U U N � Z 0 �I-LuL' 0 1.-� Lu _j V) 0 cnZLu00zu o F- U_z< uu0 Q W m o V N W ,o O u - t V > co N W CL Q ZCID co O� N V V) Zrn I� m o C) U O W I� m J J M LL. J ' M O r Z m p � � � W J �Z Lu cn °OO cq ca Ww X J � 00 u u 'n Z N z O 100103 DOOR/WINDOW SCHED A6. ROOM FINISH SCHEDULE - CONTINUED ROOM # ROOM NAME FLOORING BASE NORTH WALL EAST WALL SOUTH WALL WEST WALL CABINETS/ COUNTERTOPS CEILING MATJ HEIGHT REMARKS 159 WAREHOUSE CS -1 B-1 P-2 P-2 P-2 P_2 - - EXPOSED/ PRIMED STL. - - -- -- _ _ -- -- -- 160 WAREHOUSE CS -1 B-1 P-2 P-2 P-2 P-2 -- -- EXPOSED/ PRIMED STL. 161 OFFICE ASSISTANT CPT -1 B-1 P-1 P-1 P-1 P-1 PL -l/ PL -2 ACT -1 / 8-9 162 OFFICE CPT -1 B-1 P-1 P-1 P-1 P-1 -- -- ACT -1/ 8-9 163 PANTRY LOBBY CPT -1 B-1 P-1 P-1 P-1 P-1 PL -1/ PL-2 ACT-1/ 8-9 164 KID'S AREA CPT -1 B-1 P-1 P-1 P-1 P-1 -- -- ACT -1/ 8-9 165 SPRINKLER ROOM CS -1 B-1 P-2 P-2 P-2 P-2 -- -- EXPOSED/ PRIMED STL. -- -- __. -- 166 ELECTRICAL ROOM CS -1 B-1 P-2 P-2 P-2 P_2 -- -- EXPOSED/ PRIMED STL. 8-9S -- W o Q Z � � N • ACT -1/ _ - 104 CLINIC LOBBY CPT -1 B-1 P-1 P-1 P-1 P-1 PL -2 8-9 -- C) oLAJ- c- N UJ I� -- ACT _- 105 READING AREA CPT -1 B-1 P-1 P-1 P-1 P-1 -- 8-99 -- o Q Z L11 V) m Q w w::) c'::) o u N -- ACT -1/ 106 CHAPEL CPT -1 B-1 P-1 P-1 P-1 P-1 -- 8-9 -- -- ACT _- 107 SOCIAL SERVICE CPT -1 B-1 P-1 P-1 P-1 P-1 -- 8-99 -- -- ACT -1/ _- 108 HALL CPT -1 B-1 P-1 P-1 P-1 P-1 -- 8-9 -- -- ACT 109 PHARMACY VCT -1 B-1 P-1 P-1 P-1 P-1 -- 8-99 -- -- ACT -1/ 110 HALL CPT -1 B-1 P-1 P-1 P-1 P-1 -- 8-9 -- -- ACT -1/ 111 OFFICE CPT -1 B-1 P-3 P-3 P-3 P_3 -- 8-9 -- -- ACT -1/ 112 PATIENT TOILET T-1 T-1 WT -1/P-3 WT -1/P-3 WT -1/P-3 WT -1/P-3 -- 8-9 MATERIALS SCHEDULE MARK MATERIAL MANUFACTURER COLOR PATTERN/TEXTURE NUMBER REMARKS CS -1 CONCRETE SEALER ASHFORD CLEAR CURE -N -SEAL - - PROVIDE BASE TILE PIECES AS NOTED -- __ VCT -1 VINYL COMPOSITION TILE -- -- -- -- VCT-2 VINYL COMPOSITION TILE -- -- -- -- T-1 FLOOR TILE -- -- -- -- CPT -1 CARPET -- -- -- -- B-1 RESILIENT BASE -- -- 4" COVE P-1 PAINT -- -- -- -- P-2 PAINT -- -- -- -- P-3 PAINT -- -- -- -- -- PROVIDE BULLNOSE TILE AT ALL FINISHED vovuw: WT-1 WALL TILE -- -- -- -- PL -1 PLASTIC LAMINATE -- -- -- -- PL-2 PLASTIC LAMINATE -- -- -- -- ACT-1 ACOUSTICAL CEILING TILE -- -- -- -- DONN DX 15/16 GRID -- ACT 117 STORAGE VCT -2 B-1 P-1 P-1 P-1 P-1 -- 8-99 -- -- ACT -- 118 TREATMENT VCT -2 B-1 P-1 P-1 P-1 P-1 -- 8-99 -- -- ACT -1/ 119 HALL CPT -1 B-1 P-1 P-1 P-1 P-1 -- 8-9 -- -- ACT -- 120 STERILIZATION VCT -2 B-1 P-1 P-1 P-1 P-1 -- 8-99 -- -- ACT ROOM FINISH SCHEDULE _ ROOM # ROOM NAME FLOORING BASE NORTH WALL EAST WALL SOUTH WALL WEST WALL CABINETS/ COUNTERTOPS CEILING MATJ HEIGHT REMARKS Ld ZwQs u F- -- ACT -1/ 101 LOBBY T-1 T-1 P-3 P-3 P-3 P_3 -- 10-0 -- 2 U Du�c�� w O 0 0 u� Q; H w Z <5) ACT -1 / 102 MEN T-1 T-1 WT -11 WT -1 / P-3 WT -1/P-3 /P-3 WT -1/P-3 PL -2 cC ZU<0 Z= V DZOc� 8-9 Du <_1wna LAZwo�Zuu U f- _ �Ou?aU0 ACT 103 WOMEN T-1 T-1 WT -1/P-3 WT -1/P-3 WT -1/P-3 WT -1/P-3 PL -2 o L N LLJ %D _U O u 8-9S -- W o Q Z � � N • ACT -1/ _ - 104 CLINIC LOBBY CPT -1 B-1 P-1 P-1 P-1 P-1 PL -2 8-9 -- C) oLAJ- c- N UJ I� -- ACT _- 105 READING AREA CPT -1 B-1 P-1 P-1 P-1 P-1 -- 8-99 -- o Q Z L11 V) m Q w w::) c'::) o u N -- ACT -1/ 106 CHAPEL CPT -1 B-1 P-1 P-1 P-1 P-1 -- 8-9 -- -- ACT _- 107 SOCIAL SERVICE CPT -1 B-1 P-1 P-1 P-1 P-1 -- 8-99 -- -- ACT -1/ _- 108 HALL CPT -1 B-1 P-1 P-1 P-1 P-1 -- 8-9 -- -- ACT 109 PHARMACY VCT -1 B-1 P-1 P-1 P-1 P-1 -- 8-99 -- -- ACT -1/ 110 HALL CPT -1 B-1 P-1 P-1 P-1 P-1 -- 8-9 -- -- ACT -1/ 111 OFFICE CPT -1 B-1 P-3 P-3 P-3 P_3 -- 8-9 -- -- ACT -1/ 112 PATIENT TOILET T-1 T-1 WT -1/P-3 WT -1/P-3 WT -1/P-3 WT -1/P-3 -- 8-9 - - ACT -1/ 113 HYGEINE VCT -2 B-1 P-1 P-1 P-1 P-1 -- 8-9 -- -- ACT 114 CONSULT CPT -1 B-1 P-3 P-3 P-3 P-3 -- 8-99 -- -- ACT -1/ _- 115 PANO CPT -1 B-1 P-1 P-1 P-1 P-1 -- 8-9 -- -- ACT -- 116 OFFICE CPT -1 B-1 P-3 P-3 P-3 P_3 -- 8-99 -- -- ACT 117 STORAGE VCT -2 B-1 P-1 P-1 P-1 P-1 -- 8-99 -- -- ACT -- 118 TREATMENT VCT -2 B-1 P-1 P-1 P-1 P-1 -- 8-99 -- -- ACT -1/ 119 HALL CPT -1 B-1 P-1 P-1 P-1 P-1 -- 8-9 -- -- ACT -- 120 STERILIZATION VCT -2 B-1 P-1 P-1 P-1 P-1 -- 8-99 -- -- ACT 121 TREATMENT VCT -2 B-1 P-1 P-1 P-1 P-1 -- 8-99 -- -- ACT -1/ 122 PANO CPT -1 B-1 P-1 P-1 P-1 P-1 -- 8-9 -- -- ACT 124 LAB VCT -2 B-1 P-1 P-1 P-1 P_1 -- 8-99 -- -- EXPOSED/ -- 125 DENTAL MECH. CS -1 B-1 P-2 P-2 P_2 P-2 -- PRIMED STL. -- -- ACT -1/ 126 FUTURE EXAM VCT -2 B-1 P--1 P_1 P-1 P-1 -- 8-9 -- -- ACT -1/ 127 HALL CPT -1 B-1 P-1 P-1 P-1 P-1 -- 8-9 -- -- ACT -1/ 128 FUTURE EXAM VCT -2 B-1 P-1 P-1 P-1 P-1 -- 8-9 -- ACT -1/ 129 COAT CPT -1 B-1 P-1 P-1 P-1 P-1 MELAMINE 8-9 -- PL -1/ ACT -1/ 130 EXAM VCT -2 B-1 P-1 P-1 P_1 P_1 PL -2 8-9 -- PL -1/ ACT -1/ 131 EXAM VCT -2 B-1 P-1 P-1 P_1 P-1 PL -2 8-9 -- __� PL -l/ ACT -1/ 132 EXAM VCT -2 B-1 P-1 P-1 P-1 P-1 8-9 -- ACT -1/ 133 STORAGE CPT -1 B-1 P --i P-1 P-1 P-1 MELAMINE 8-9 -- ACT -1/ -- 134 STORAGE CPT -1 B-1 P-1 P-1 P-1 P-1 MELAMINE 8-9 -- PL -1/ ACT -1/ 135 EXAM VCT -2 B-1 P-1 P-1 P-1 P-1 PL -2 8-9 -- -- ACT -1/ 136 HALL CPT -1 B-1 P--1 P-1 P-1 P-1 -- 8-9 -- _._- PL -1/ ACT-1/ 137 EXAM VCT -2 B-1 P-1 P-1 P-1 P-1 PL-2 8-9 -- PL -1/ ACT-1/ 138 EXAM VCT -2 B-1 P-1 P-1 P-1 P-1 PL-2 8-9 -- -- ACT -1/ 139 HALL CPT -1 B-1 P--1 P-1 P-1 P_1 -- 8-9 -- -- ACT -1/ 140 NURSES CPT -1 B-1 P-1 P-1 P-1 P-1 -- 8-9 -- -- ACT -1/ 141 LAB CPT -1 B-1 P-1 P-1 P-1 P-1 -- 8-9 -- -- ACT -1/ 142 CHECK-OUT CPT -1 B-1 P-1 P-1 P-1 P-1 -- 8-9 -- -- ACT -1/ 143 CHECK-IN CPT -1 B-1 P-1 P-1 P-1 P_1 -- 8-9 -- -- ACT -1/ 144 OFFICE CPT -1 B-1 P-3 P-3 P-3 P-3 -- 8-9 -- ACT -1/ 145 COATS/STORAGE CPT -1 B-1 P-1 P-1 P-1 P-1 MELAMINE 8-9 PL -1/ ACT -1/ 146 EYE EXAM VCT-2 B-1 P-1 P-1 P-1 P-1 PL -2 8-9 -- -- ACT -1/ 147 TRIAGE CPT -1 B-1 P-1 P-1 P-1 P-1 -- 8-9 -- -- ACT -1/ 148 HALL CPT -1 B-1 P-1 P-1 P_1 P-1 -- 8-9 -- -- ACT -1/ 149 CONFERENCE ROum VCT -1 B-1 P-1 P-1 P-1 P-1 -- 8-9 -- PL -1/ ACT -1/ 150 BREAK ROOM VCT -1 B-1 P-1 P-1 P-1 P_1 PL -2 8-9 -- PL -1/ ACT -1/ 151 DIRTY ROOM CS -1 B-1 P--1 P-1 P-1 P-1 PL -2 8-9 -- 152 STAFF TOILET T-1 T-1 WT -1/P-3 WT -1/P-3 WT -1/P-3 WT -1/P-3 -- ACT -1/ -- 8-9 -- 153 TOILET T-1 T-1 WT --1/P-3 WT -1/P-3 WT -1/P-3 WT -1/P-3 -- ACT -1/ -- 8-9 -- -� -- EXPOSED/ -- 154 JANITOR CS -1 B-1 P-1 P-1 P-1 P-1 -- PRIMED STL. -- -- ACT -1/ 155 OFFICE/FUTURE EXAM CPT -1 B-1 P-3 P-3 P-3 P-3 -- 8-9 -- ACT -1/ 156 OFFICE/FUFURE LXAM CPT -1 B-1 P-3 P-3 P-3 P-3 __ 8-9 -- ACT -1/ 157 STORAGE CPT -1 B-1 P-1 P-1 P-1 P-1 -- 8-9 -- -- ACT 158 STORAGE/FUTURE 0rhCE CPT -1 B-1 P-1 P-1 P-1 P-1 -- 8-99 -_ LLY z o Lu �w XH < Lu Lu Ld ZwQs u F- 0 zo3:owcFw_- Lu Nt2w d W _ W �Z��Q 2 U Du�c�� w O 0 0 u� Q; H w Z <5) Z F- w Z u Z � W Q � O Qc Z cL F- o_ l cC ZU<0 Z= V DZOc� uLL, 0 Du <_1wna LAZwo�Zuu U f- _ �Ou?aU0 — Q W m o L N LLJ %D _U O u N W o Q Z � � N • V c Z M C) oLAJ- c- N UJ I� m _j ^ M LL J M O m Z W m W N o Q Z L11 V) m Q w w::) c'::) o u N O Z u 100103 FINISH SCHEDULE A6• HVAC EQUIPMENT: EF -1: GREENHECK SP -13150, GRAV. BACKDRAFT DAMPER, 150 CFM AT 0.25"SP, 120V. EF -2: GREENHECK SP -1390, GRAV. BACKDRAFT DAMPER, 75 CFM AT 0.25"SP, 120V. .... s - .. ;•` : ..� EF -3: GREENHECK CSP—B150, GRAV. BACKDRAFT DAMPER, 150 CFM „r::., ._ r ;:,: -. ------------ AT 0.25"SP, 120V. REVERSE ACTING WALL STAT �;; r3?-�y� if I L . ;fa:` EWH-1 2: QMARK, AWH SERIES, 3KW, 208/1, RECESSED ENCLOSURE, UNIT MOUNT STAT. i. EWH-3: QMARK, CWH SERIES, 3KW, 208/1, RECESSED ENCLOSURE, UNIT MOUNT STAT. RTU -1, 4, 6 U - Lu CARRIER 48TCEA05A2A6, 4 TON COOLING, 115 MBH GAS HEAT, MED.STATIC FAN o ENTHALPY ECONOMIZER, HONEYWELL VISION PRO TOUCH SCREEN STAT, 460V/ 3PH. Dlaz STANDARD FLAT CURB, FACTORY INSTALLED "RTU—MP" CONTROLLER (CONNECTION TO BMS BY OTHERS). RTU -2, 5, 7 -2U0 CARRIER 48TCEA06A2A6, 5 TON COOLING, 115 MBH GAS HEAT, MED.STATIC FAN 8-A-150 ENTHALPY ECONOMIZER, HONEYWELL VISION PRO TOUCH SCREEN STAT, 460V/ 3PH. ='; 8-A-150 STANDARD FLAT CURB, FACTORY INSTALLED "RTU—MP" CONTROLLER (CONNECTION TO BMS BY OTHERS). RTU -2 E 0 CARRIER 48TCEA06A2A6, 10 TON COOLING, 180 MBH GAS HEAT, MED.STATIC FAN " 0 ENTHALPY ECONOMIZER, HONEYWELL VISION PRO TOUCH SCREEN STAT, 460V/ 3PH. STANDARD FLAT CURB, FACTORY INSTALLED "RTU—MP" CONTROLLER (CONNECTION TO BMS BY O rHERS). "A" SUPPLY DIFFUSER PRICE SMD— 2'X2' LAY—IN "B" RETURN GRILLE PRICE 80— 1'X2' LAY—IN "C" RETURN GRILLE PRICE 80— 2'X2' LAY—IN "D" SUPPLY DIFFUSER PRICE 520 — 16"LONG X 6"HIGH DUCT MOUNT HVAC PLAN KEYED NOTES: U 4"0 DRYER EXHAUST BOX WITH LINT TRAP AND FANTECH #DBF4XL BOOSTER FAN UP TO ROOF OUTLET. TERMINATE WITH ROOF CAP. O 6"0 EXHAUST DUCT FROM EXHAUST FAN. TERMINATE WITH GREENHECK RFC -7 FLASHING FLANGE ROOF CFS. GREENHECK GRS-10 EXHAUST RELIEF HOOD ON ROOF. 1OX10 DUCT DOWN THRU ROOF. GAS METER BY UTILITY, 2# SERVICE PRESSURE TO BUILDING. 1,000 MBH BUILDING LOAD. 1-1/2" LINE SIZE UP TO ROOF. 1/2" GAS DROP WITH 2# TO INCHES REGULATOR DOWN FROM ROOF TO LAB WITH CAP. FINAL HOOKUP TG EQUIPMENT BY PLUMBING CONTRACTOR. 3/4" GAS DROP WITH 2# TO INCHES REGULATOR DOWN FROM ROOF TO WATER HEATER. FINAL HOOKUP L; EQUIPMENT BY PLUMBING CONTRACTOR. GENERAL HVAC NOTES: 1. ALL SYSTEMS SHALL BE INSTALLED PER APPLICABLE STATE, LOCAL AND NFPA CODES. 2. ALL DUCTWORK SHALL BE GALVANIZED METAL, INSTALLED PER SMACNA STANDARDS. TURNING VANES SHALL BE PROVIDED ON ALL ELBOWS LARGER THAN 12"X12". ALL BRANCH TAKEOFFS ON RETURN AND SUPPLY DUCTS SHALL HAVE SINGLE BLADE VOLUME DAMPER FOR AIR BALANCE. 3. REFER TO ARCH. DRAWINGS FOR EXACT LOCATION OF WALLS, CHASES AND CEILING TYPES. 4. MAXIMUM FLEX DUCT LENGTH TO GRILLES AND DIFFUSERS SHALL BE 8'-0" OR AS INDICATED. 5. 120 VOLT RETURN AIR DUCT SMOKE DETECTORS FURNISHED AND INSTALLED BY M.C., WIRED BY E.C. 24 VOLT INTERLOCK WIRING TO RTU'S BY M.C. 6. TAGGING AND IDENTIFICATION OF RTU'S AND THERMOSTATS BY M.C. 7. RTU FILTERS REPLACED WITH CLEAN UPON PROJECT COMPLETION. 8. AIR BALANCE AND FINAL ADJUSTMENTS OF EQUIPMENT BY M.C. WITHIN 10% OF DESIGN VALUES. 9. PROVIDE 2# TO INCHES REDUCING REGULATOR ON EACH EQUIPMENT HOOKUP. ,.ate -.,:. �; l . " .... s - .. ;•` : ..� a Wit: .+,.... ! 1 --�1 „r::., ._ r ;:,: -. ------------ a'arw��f .' �;; r3?-�y� if I L . ;fa:` �� nuc a ;'i..li(_ 1:1!ta I l 't`i Ll---------- i. Lo . U - Lu �µ,.. o N 0o Dlaz +, C: i:50-A- 15U 8-A-200 8 -A -2U0 8-A-150 8-A-150 HALL ='; 8-A-150 B Imo' I E 0 " 0 W :: 14" vi N � -- -----. 16"0 C j< �o U _. CHAPE€. -A IN $ S: .D__200 AREA rj 'F C3 -IN ��{ ]5 8 F�fS� f ( 7 J) RTU -7 8-A-200 3-A-150 ;; 6-A-130 8-A-150 #.......:+ _ a,., �. _.... A- 10, < �. Is ; E 1 HALL 14" 14' 10"� N 12,10 -70 E E, 100 �+A- 00 1 B 1 C -A-100 � � _ 2 sE' i -200 2 Nil 8-A 131LJBZ` B� -1 FHAR -AS`-i 1' 1 ...:� .� 1'C)'CTC�1TLj� I :, t:T tl` `4L 5 . 8-A- 200 A-150 - J :: 6-A -1:3U 6-A- 130 ' 6-A-130 N 6 -A--130 6-;A-130 .; B B 8-A- 200 _� 1 L L1 11,.:..;:• ,..: RTU -6 RTU -6 _ 4T f 3 139 sT HALL 12' 0 B� RTU-5 II _ I ------------ 8 A . 0 3 ... --- ------- 8-A ; L50 ` i Q � —O Z i. Lo . U - Lu �µ,.. o N 0o U LU +, C: d - 00 0) 5T O ' HALL 00 B Z Z i E 0 " 0 W :: 14" vi N � -- -----. 16"0 C j< �o U _. .D__200 rj 'F C3 -IN ��{ ]5 8 F�fS� 8-A-200 1• 3-A-150 ;; 6-A-130 8-A-150 147 RT'U=4 8-A-200 8-A-200 8-A-200 J Q � —O Z +, Lo U - Lu I o N 0o U LU +, C: d - 00 0) :E O It U 00 Z Z le E 0 W W z ;.• N � 2 J 0 C j< U nO _ 8-A-200 104 LOBBY 10 i 8-A-200 2 (1) RTU -2 ° EF='1 _— _RTU -2 \ 5T ,1 8--A=140 �C�� 8-A-140 CIBSY 8- A-140 HVAC PLAN 1/8") = V-0)) EWH-2 1" BAR ON ORIGINAL DRAWING O 1" IF BAR NOT 1", ADJUST E,CALE ACCORDINGLY 7 O M I rn W a 0 W Z) V) N z Q0 U W U Gji�zoa :Q o 4:z co U - Lu z Z 1- m D 8-A-200 o Z Z le E 0 W W z ;.• 2 J 0 U V vi 8-A-200 104 LOBBY 10 i 8-A-200 2 (1) RTU -2 ° EF='1 _— _RTU -2 \ 5T ,1 8--A=140 �C�� 8-A-140 CIBSY 8- A-140 HVAC PLAN 1/8") = V-0)) EWH-2 1" BAR ON ORIGINAL DRAWING O 1" IF BAR NOT 1", ADJUST E,CALE ACCORDINGLY 7 O M I rn W a 0 W Z) V) N z Q0 U W U mm I Gji�zoa :Q o 4:z co mm I PLUMBING FIXTURE SCHEDULE MARK TYPE LOCATION MODEL MIN. WASTE MIN. VENT MIN. CW MIN. HW REMARKS Z 444 OR EQUAL CONN. CONN. CONN. CONN. M � Z� WATER CLOSET ZQ GERBER 3" 2 VD ZURN ZTS6200—WS1 SENSOR FLUSH VALVE WC 1 FLOOR MOUNT (HDCP.) RESTROOMS 25-730 Q FLOOD RIM HEIGHT 18" WC2 WATER CLOSET RESTROOMS GERBER 3" 2" 1 -- ZURN ZTS6200—WS1 SENSOR FLUSH VALVE x FLOOR MOUNT %0 o% 25-830 Ln Q O - UR1 URINAL GERBER 2" 1-1 2" / 1" __ ZURN ZTS6203—WS1 SENSOR FLUSH VALVE (HDCP.) RESTROOMS 27_830 FLOOD RIM HEIGHT 17" LAVATORY GERBERZURN Z6915 BATT. SENSOR FAUCET L1 WALL G RESTROOMS 1 —1 /2" 1-1/4" 1/2" 1/2" HDCP 12-838 OFFSET TRAP NSU L. KIT LAVATORY GERBER ZURN 26915 BATT. SENSOR FAUCET L2 (HDCP) COUNTERTOP 12-834 1 —1 /2 1-1 /4" 1 /2" 1 /2" OFFSET TRAP INSUL.KIT SK1 SINK, STAINLESS BREAK 150 DAYTON 1_1/2" 1-1 4 / / 1 2 1/2" 32" X 22" DOUBLE STAINLESS SINK, BADGER V DISPOSER DBL. COMP. D23322-3 DELTA 100 FAUCET SK2 SINK, STAINLESS DIRTY 151 DAYTON 1-1/2" 1-1/4" 1/2" 1/2" 25" X 22" SINGLE STAINLESS SINK SINGLE COMP. D12522-3 DELTA 23C643 FAUCET SK3 SINK, STAINLESS EXAM DAYTON 1 —1 /2" 1-1/4 11 1/2 1/2" " SINGLELESS SINK SINGLE COMP. 11719 DELTA 23 FAUCET EWC ELECTRIC CORRIDORS ELKAY 1-1 /2" 1-1 /4" 1 /2" __ BARRIER FREE, SPLIT LEVEL, SANDSTONE WATER COOLER EZSTL8LC TMV TEMP. MIXING RESTROOMS LAWLER DIAL THERMOMETER VALVE 61-15 24" X 24" FLOOR MOUNT. MOP/HOSE HANGER MS1 MOP SINK JAN 154 FIAT" 3 1 —1 4" / 1/2" 1/2" SPEAKMAN SC5811 FAUCET MSB2424 FIAT 24" X 24" LEG MOUNT. LT1 LAUND. SINK vARlous 3 " 1-1 4" / 1 /2" 1 /2" DELTA 2112 FAUCET FL -1 FD -1 FLOOR DRAIN RESTROOMS SIOUX CHIEF 5 __ __ __ SQ. TOP,. BRONZE STRAINER 842-2PNR BFP1 BACKFLOW PREVENTOR SPRINKLER 166 WILKINS__ 975XL 2„ __ __ AIR GAP DRAIN. RD1 ROOF DRAIN -- WADE 3000 SERIES 6" -- -- OFD 1 ROOF DRAIN -- WADE OVFRFIOW 3000 SERIES 6" -- _- -- WADE RD2 ROOF DRAIN -- 3000 SERIES 3" -_ -- _- OFD2 ROOF DRAIN -- WADE 3" -- -_ -- OVERFLOW 3000 SERIES EXTERIOR ZURN HB -1 HOSE BIBS I EXTERIOR Z -1320—C -- -- 3/4" -- AUTO DRAIN/FREEZELESS/ANTI—SIPHON STATE 3"PVC FLUE/COMB. AIR, 60 GAL., 120 MBH, CIRC. PUMP, ST12 I WH -1 HIGH EFF. GAS JAN 154 SSUF60-12ONE -- -- 1-1/2" 1-1/2' T&P VALVE , 173 GPH RECOV. AT 80F RISE, 120V 1PH 1 EW( 1 TYP. SINK ISOMETRIC �3' VTR , a ti 2a , i SANITARY ISOMETRIC GENERAL PLUMBING NOTES 1. UNDERSLAB SANITARY PIPING SHALL BE SCH, 40 PVC a MINIMUM OF 1/8' PER FOOT, 2. HOT AND COLD WATER PIPING ABOVE GRADE SHALL BE DRAWN COPPER W/1/2'ARMAFLEX, 3. PLUMBING AND PIPING SYSTEMS SHALL BE INSTALLED C;11i• r ALL APPLICABLE STATE AND LOCAL CODES APPLICABLE STANDARDS AND BE FREE FROM DEFECTS rllh: 4. ALL PLUMBING FIXTURES SHALL BE INSTALLED PER S N TABLE 4.1 FOR WATER CONSERVING FIXTURES AND FI1 o PIPING LEGEND — —SAN— — — — —SANITARY ----STM----------STORM - ---V --- - - - --VACUUM - -A- - --- --- -COMPRESSED AIR PLUMBING PLAN KEYED NOTES: lO 3" WASTE, 2' VENT UP O 1/2' COMPRESSED AIR UP 3O 1' VACUUM UP, TYPICAL 6 PLACES, O4 6' STORM DOWNSPOUT, PROVIDE CLEANOUT TEE F. O COMPRESSOR (2) AND VACUUM PUMP, SEE DENTAi_ O6 2" WASTE UP, CAP FOR FUTURE, TYPICAL O7 CAP WASTE AT FINISHED FL❑OR GRADE FOR FUTui�i O8 2" WASTE LINE UP O9 UNDERSLAB 1/2'HW/CW ROUTED TO DENTAL CHAIr: 9 ll. A 1 L- - -- - - A t -----2'SAN—`AT€�—��----2'SAN---- K, 1-1/2' VAC-..- . x III; :K3 < € a116 T, PATI FFICE (t, W 1 SAN T1 f J �Q- z ik, 1 c.' dAC 8 1 I 1 Ali Ctl EEA �...; EXAM E C'A 1 ;Ih 3 SKS' S K 3 3 f 2' $ A N — • I I• �: � ;� [ , . , . . , , ['7 .[_,..[.7 (_ c [:7 rl cl `� 7 .., ,. _ ., , : � , , :a'7.�I a. [•7 rr, [ f.:r.: U ill ?I' c -E IN HALL. 107 106 SOMAL CHAPEL SERVICES % tKFi Z 444 = 0 0Z HALE. Z M � Z� w ZQ 109 PHARMACY 1o5 BEAD::N G AREA 1 134 139 1€ ,\ HALL I, 1 8 1 4 ------- _---------- [ 7 SK3 cr�i I ;rSK 3 1 I -:«-104 —— `.3 140 1142 EX. NURSES ChE CES-�3i) �' n- t I� r.� I •I 1 ( € I------ --------------------- - B €- - ------ ; ,3 ..7 .:7:f.7.[:7•::7 , .., 1 ------- S tis I �_1 i 14 K3I 144 14 1 i i tFE CHET I(-iN:� . EWC zf ' EXAM FIt c0 ] i r� f U R 1': -L�b EX«�*� 147 TRIA E I r------- I �_r.I�.I '.._1 •Ln ..I-[.7 a�_(.>=._7:1 :',s:02 7v.:��. M 1 I �. 3,.e> I Q 14 14 MN COATS; HALL .o cuI STC`R. L 1r # T L'•-� T'1 ,:i L::;; a ,,'] f i ,.. ;.i;.i'I�IS1fi,u1:,'1�i'T.i'Z[:T.I:Jii _ t 1 1 • MS `- • . I Ea cr S K;2 I k' FD1 L 8 149 AN-Lt(1,F[LfyE—-----3{ Ill.i4l 1 / SK 1 1 r I eb LP 4 f LT D I E Q I „ �L T 164 F I KEN'S E_� AREA —3'SAN— — I I I I ' I I I I ' I � ' a � v co I I I 1 [ i;t �r�;�ui�aix�rr>.xr.�x�. r, I C C _ 6' SAN BY j 8" STM BY OTHERS j OTHERS PLUMBING FOUNDATION PLAN AND MED GAS 1" BAR ON ORIGINAL DRAWING O 1" IF BAR NOT 1", ADJUST SCALE ACCORDINGLY �pLu W CL co (A Q m I I U - LL O "' m Z m Z O U Z LL Q w w Z D U U m 0 0 I X I X J N N 0 � Q Z 444 = 0 0Z V Z M � Z� w ZQ z O VD �pLu W CL co (A Q m I I U - LL O "' m Z m Z O U Z LL Q w w Z D U U m 0 0 I X I X J W x cc 44 V D M Q z O 0WZ x0a LL 0 Q °C Z z 0 Q Q Q w W J x W %0 o% cc Ln Q O - V 1. Gas Fired Water Heater Detail NO SCALE PLUMBING PLAN KEYED NOTES: U 1-1 /2' WASTE AND VENT, 1 /2' HW/CW TO FIXTURE O 1-1 /2' WASTE AND VENT, 1/2 -CW T❑ FIXTURE 3O VALVE ABOVE CEILING FOR FUTURE FIXTURES. O4 2' VALVE FOR FUTURE, O 1-1/4' COLD WATER DOWN TO FIXTURES. O 2' WASTE, 3' VENT, 1 -CW TO FIXTURE O 1/2' AIR LINE IN WALL CAVITY TO LAB/STERILIZ, ROOMS. O CONNECT 1/2' NAT. GAS DROP TO EQUIPMENT. GAS DROP BY M, C. O 2"PVC SCH, 80 VACUUM PUMP VENT THRU ROOF, 10 2' PVC SCH, 80 AIR INTAKE FROM ROOF INLET, 11 2' VALVES FOR FUTURE WATER SOFTENER. 12 3" VENT THRU ROOF, 1-1 /4' CW, 112- HW DOWN TO F I XTURES. 13 SEE WATER HEATER DETAIL THIS SHEET 14 3' WASTE, 2' VENT UP 15 1 -CW, 2 -WASTE, 1-1/2' VENT UP PIPING LEGEND HWR- Hot Water Ret,(1/2') -----CW----- Cold Water ----HW---- Hot Water W/TEMP VT Sanitary Vent ITER 105' F COLD WATER /E —�3/4" HOT WATER �I BALL VALVE Y -STRAINER WATER CIRCULATION P -!'v;; 0 0011 B, 115 V ,UNDED PLUG CONNECT ,, 0 TIMER CONTROL glow W.H. outlet) HB -1 ?JlLLll, lau t:: ._..� Y 4 pp� N 17 I 1/2" CW �HW DN— — — — - 1/2' CW 14A,,PN a _ I I{f 9 II 3/4' CW, 3/4' HW, 3/4' HWR �,-1 ) I — 1-i/2'CW, 1 -HW, 3/4'HWR H�9 II I t 1-1/2'E Li € � NURSES -- -- --- --- -- - 1 SK3. - - --- --------1- - - -� EYE EXAM -UIP-E-D L.I'E1`LI ME- .71 '.� --- i -1%CW 3/410, 112' HWR I WC 1 :SK3 109 PHARMACY 142 C .H C.K-01.,:T ci:;xarcc;_:E:1 143 i:HECK-I�d 1-1/2'` CW,,1/2' HW,;lf2 --------E--�=�-4��=--�---- -----HWR----------------� HW -- C W - — ----- ---- 149 it i Su 9' � CONFERENCE K 1 ROOM , I 1 - ! :::_. tl � -.l;:.l.lJl'1lll�,T`t:�"t�� ..?jitllI:1.;;:. 1--------- 1. ..3.\Xi,\• �.�'-..\1�: .a^,t.-.>.,1. '��..-.t,.... t121 I . x N cc -/ T- - - L.Y -V T- 128 � EXAM V O Z ~a� a 3/4' CW, 3/4' HW, 3/4' HWR �,-1 ) I — 1-i/2'CW, 1 -HW, 3/4'HWR H�9 II I t 1-1/2'E Li € � NURSES -- -- --- --- -- - 1 SK3. - - --- --------1- - - -� EYE EXAM -UIP-E-D L.I'E1`LI ME- .71 '.� --- i -1%CW 3/410, 112' HWR I WC 1 :SK3 109 PHARMACY 142 C .H C.K-01.,:T ci:;xarcc;_:E:1 143 i:HECK-I�d 1-1/2'` CW,,1/2' HW,;lf2 --------E--�=�-4��=--�---- -----HWR----------------� HW -- C W - — ----- ---- 149 it i Su 9' � CONFERENCE K 1 ROOM , I 1 - ! :::_. tl � -.l;:.l.lJl'1lll�,T`t:�"t�� ..?jitllI:1.;;:. 1--------- 1. ..3.\Xi,\• �.�'-..\1�: .a^,t.-.>.,1. '��..-.t,.... ... .>,..\l, :\Y.. •r f. 'st:�t :aY/\X/:'ti�.'i..\1 _. .,�; ::.,, . ..,,a)t,'\YlJ.iW.,al x N cc a ABOVE GRADE PLUMBING PLAN DN ❑FD2 RD2 Q Q 1" BAR ON ORIGINAL DRAWING O 1" IF BAR NOT 1", ADJUST SCALE ACCORDINGLY V) m I I LL LU o r m Z LO Q N LL Z LLI LL �je O Q = w Z o U U 0 0 M I rn w Q D w Z) V) N 0 I X I X O CCDON oW 91 J� zCD asz J qw W N x N cc a � Q V O Z ~a� a a ZOO D°�a O C� Z z Z Z < U. O Z 0 Za °C Z ULUD Q Q c4j J �ox —0 a W COCL N V) V) m I I LL LU o r m Z LO Q N LL Z LLI LL �je O Q = w Z o U U 0 0 M I rn w Q D w Z) V) N 0 I X I X O CCDON oW 91 J� zCD asz J W x cc a V O M ~a� ZOO D°�a O z W 0 Z < U. O O 0 °C Z Q a Q Q ► W J �ox a cc Ln 14 0 P-2 110A WP \ V WP \ \ \` _131 .•..v, _ .... - ...>.___........_...................._ Via., ..::..._.-� ELECTRICAL PLAN SCALE: 1/8" = V-0" PLAN NOTES: OCOORDINATE WITH DENTAL EQUIPMENT SUPPLIER FOR ALL REQUIREMENTS AND ROUGH -IN LOCATIONS. OCOORDINATE MOUNTING HEIGHTS OF DEVICES WITH CABINET PLANS AND INTERIOR ELEVATIONS O3 VERIFY POWER REQUIREMENTS WITH EQUIPMENT SUPPLIES. 0 DUCK EMGEY TO DEMINE LOCATSON ODF DUCK EQUITMENT ELECTRICAL SYMBOLS: 9 110V RECEPTACLE 18" AFF 4?D 110V DEDICATED RECEPTACLE QWP 110V WP RECEPTACLE QGFI 110V WP RECEPTACLE WITH GFI SINGLE POLE SWITCH 44" AFF $3 3 -WAY SWITCH $M MOTION SENSOR $DIM DIMMER SWITCH PHONE/DATA PROVISION JUNCTION BOX FOR LIGHTING CONNECTION ® EQUIPMENT CIRCUIT D ELECTRICAL PANEL A PHONE/ DATA PROVISION RISER DIAGRAM NOT TO SCALE DUKE RM 165 MDP RM 165 ENERGY 0 RM 165 DP -1 DP -1A RM 125 EP TA -1 GROUNDING PER NEC 2008 1 2 5 FEEDER SCHEDULE 1 4" C ONLY PER DUKE ENERGY REQUIREMENTS 2 (2) 3" C 4-350 MCM 3 11.. C 3-2 THHN 4 2" C 44 THHN 5 1 J" C 4-3 THHN PANEL SCHEDULE "MDP" 600 A MB 3 4W 277/480V SE LABEL 1 3P100 CB TA -1 0 7 3P20 CB RTU'S 6 1P20 CB INTERIOR LIGHTING e a C) 1 2P20 CB EXTERIOR LIGHTING Q 1 200A 3P PROVISION FOR FUTURE ADDITION O 9 1 P20 SPACES "DP -1; 1A" p Z : 200 A MB 3 4W 120/208V V Q 1 3P100 CB PANEL'EP' 0 1 2P30 CB DRYER z a 36 1P20 CB RECEPT. MISC. EQUIPMENT N LL 43 1 P SPACES "EP" 100A MLO 3 4W 120/208V 2 2P30 CB DENTAL EQUIPMENT 15 1P20 CB DENTAL EQUIPMENT 11 1 P SPACES z GOODERUM $ ASSOCIATES 874 Cheltenham Way Avon, IN 46123 317.634.8151 p 317.745.5761 f • D \\\\\a,wuiuuniugpu i GOO IST 10200395 STATE OF / �..,,...... ANP.... ()� 111flimr a s ;•fit_.%. RIGHTS z O H w U 0 D F— U) z O U w o Q p o a . ELECTRICAL PLAN E1.1 J W 2 o A 1.� r v 0 M Z Qo e a C) 0 Lu Q Y J O 0 Q CV p Z : LJL V Q i z 0 0w 2 z a LO N LL 0 U z z � � a O i 3 m i Z � z p i z O H w U 0 D F— U) z O U w o Q p o a . ELECTRICAL PLAN E1.1 "V0 i Fo , E � ROUGH -IN LOCATIONS. F2 COOPER LIGHTING PLAN SCALE: 1/8" = V-0" 71, O F-60 PLAN NOTES: LIGHT FIXTURE SCHEDULE 0. COORDINATE WITH DENTAL EQUIPMENT 8 , E � PLAN NOTES: LIGHT FIXTURE SCHEDULE 0. COORDINATE WITH DENTAL EQUIPMENT F1 COOPER DIM-432-UNV-GL-EB81-TU SUPPLIER FOR ALL REQUIREMENTS AND i ROUGH -IN LOCATIONS. F2 COOPER 2-EP-3-GX-332-S-36-M I-UNV-G L-L-W32T8M/TLZ30-A-3/8-2/18-G-EB81-U-TU O COORDINATE MOUNTING HEIGHTS OF DEVICES 2 WITH CABINET PLANS AND INTERIOR F2EM COOPER ELEVATIONS 2-EP-3-GX-332-S-36-M 1-UNV-E L -FB P 140X-GL-L-W32T8M/TLZ30-A-3/8-2/18-G-EB81-U-TU OVERIFY POWER REQUIREMENTS WITH F3 COOPER EQUIPMENT SUPPLIES. 2-G-C8-332-A-UNV-GL-LW32T8M/TLZ30-A-3/8-2/18-G-EB81-U-TU F3EM COOPER Lw r' 2-G-C8-332-A-UNV-GL-EL-FB P 140X-LW32T8M/TLZ30-A-3/8-3/18-G-EB8I-U-TU M F4 COOPER Z W 2-G-C8-3-BX40A-UNV-GL-LWPLL40/30-A-3/8-2/18-G-EB81-U-TU Q O F5 COOPER PL-IP-C-42-E-LL42-F1 a U F6 COOPER Portfolio C6042-E-HB26-FK5 w Q 6001-C1 a L0CD H1 COOPER HP -WC -150 -H -MT -F1 Q z Q H2 COOPER M6024T-740-HB26-FK N2 10002-P �o EX SURELITE PLX-6200-GP-CAN-571 GENERAL ELECTRICAL NOTES 1. THE ELECTRICAL CONTRACTOR IS TO PROVIDE ALL REQUIRED LABOR, MATERIALS, EQUIPMENT, AND CONTRACTOR'S SERVICES NECESSARY TO COMPLETE THE INSTALLATION OF SYSTEMS REQUIRED IN FULL CONFORMITY WITH APPLICABLE CODES AND ORDINANCES. THE FINISHED JOB SHALL BE FUNCTIONAL AND COMPLETE IN EVERY DETAIL INCLUDING ANY AND ALL SUCH ITEMS FOR A COMPLETE SYSTEM. 2. ALL MATERIALS AND WORKMANSHIP SHALL MEET ALL APPLICABLE STATE AND LOCAL CODES, ORDINANCES, UTILITY COMPANY REGULATIONS AND NATIONALLY ACCEPTED CODES AND STANDARDS. THE ELECTRICAL CONTRACTOR WILL BEAR ALL COSTS ARISING IN CORRECTING ANY NONCOMPLIANCE WITH THE REQUIREMENTS OF APPLICABLE CODES. 3. THE DRAWINGS IN THIS SECTION ARE DIAGRAMMATIC AND ARE NOT INTENDED TO DEFINE EXACT QUANTITIES, LOCATIONS, OR CODIFIED REQUIREMENTS. 4. ALL WORK SHALL BE IN FULL ACCORDANCE WITH THE 2008 NEC, PERTINENT STATE, COUNTY, AND CITY CODES AND ORDINANCES. COORDINATE WORK WITH OTHER TRADES. 5. GROUNDING PER 2008 NEC. 6. PROVIDE AND INSTALL A FIRE ALARM SYSTEM DESIGNED BY A LICENSED FIRE ALARM CONTRACTOR TO MEET ALL STATE AND LOCAL CODES. THE FIRE ALARM WIRING WILL BE INSTALLED IN CONDUIT. 7. PROVIDE AND INSTALL EGRESS AND EMERGENCY LIGHTING PER ADA, STATE, FRANCHISE, AND FEDERAL REQUIREMENTS. SYSTEM SHALL INCLUDE ALL REQUIRED DEVICES AND TESTING. 8. MINIMUM WIRE SIZE TO BE #12 AWG COPPER. 9. ALL WIRING INSTALLED IN PLENUM RATED CEILINGS SHALL BE INSTALLED USING PLENUM RATED CABLE. 10. MAXIMUM LOAD OF 1,600 WATTS FOR 20 AMP BRANCH CIRCUITS. 11. ELECTRICAL SERVICE ENTRANCE AND METER LOCATIONS TO BE DETERMINED BY LOCAL POWER COMPANY. 12. LIGHT FIXTURE LOCATIONS TO BE VERIFIED BY THE OWNER PRIOR TO ROUGH -IN. 13. ALL SPECIAL EQUIPMENT CIRCUITS TO BE VERIFIED WITH OTHER CONTRACTORS AND SUPPLIERS. 14. ALL EXTERIOR LIGHTING TO BE INSTALLED PER OWNER'S SPECIFICATIONS. ELECTRICAL SPECIFICAITONS 1. THERE SHALL BE NO MC, AC, OR SIMILAR TYPE CABLE USED. ONLY CONDUIT SHALL BE USED 2. SEALTIGHT SHALL BE USED FOR FLEXIBLE CONNECTIONS IN DAMP OR WET LOCATIONS 3. GREENFIELD SHALL BE USED FOR FLEXIBLE CONNECTIONS NOT EXCEEDING 6' IN LENGTH EXCEPT WHEN FISHING DOWN WALL CAVITIES 4. NO CONDUIT SMALLER THAN %" FOR HOME RUNS 5. NO CONDUIT SMALLER THAN %" BELOW GRADE 6. TYPES OF CONDUIT TO BE USED: EMT -INSIDE RIGID -ABOVE GRADE OUTSIDE AND ANY CONDUIT RUN ON THE SURFACE OUTSIDE PVC -BELOW GRADE 7. CONDUITS SHALL BE NEATLY ARRANGED ON A UNISTRUT COMING OUT OF PANELS,CONTROL CENTERS, ETC 8. CONDUITS SHAL BE NEATLY ARRANGED ON A UNISTRUT WHERE THERE ARE (3) OR MORE CONDUITS GROUPED TOGETHER 9. CONDUITS SHALL NOT BE SUPPORTED BY CEILING WIRE, TIE WIRE OR TYWRAPS 10, ONE SPARE CONDUIT OUT OF EACH SURFACE MOUNTED PANEL AND (2) SPARE CONDUITS OUT OF EACH PANEL THAT ARE FLUSH MOUNTED 11. J HOOKS AND CABLE TRAYS SHALL BE USED FOR PHONE LINES, NETWORK LINES, TEMPERATURE CONTROLS, AND SECURITY WIRES. NO WIRES SHALL BE LAID ON THE CEILING, BAR JOIST, OR TIED TO THE CEILING WIRE FOR SUPPORT OR SUPPORTED OFF OF OTHER CONDUITS 12. COLOR CODING OF WIRES SHALL BE AS FOLLOWS: *FOR 120,208,240 VOLT: PHASE A-BLACK,B-RED,C-BLUE,WHITE OR GRAY FOR NEUTRAL *FOR 277-480 VOLT PHASE A-BROWN,B-ORANGE,C-YELLOW, WHITE OR GRAY FOR NEUTRAL 13. NEUTRALS SHALL BE IDENTIFIED BY NUMBER TAGS IDENTIFYING THE CIRCUIT THEY SERVE 14. ALL CONTROL WIRES SHALL BE #14 RED STRANDED 15. #12 AND SMALLER WIRES EXCEPT CONTROL WIRES SHALL BE SOLID 16. #10 AND LARGER WIRES SHALL BE STRANDED 17. ALL WIRES SHALL BE SIZED CORRECTLY FOR VOLTAGE DROP 18, ALL LOADS SHALL BE BALANCED 19. THERE SHALL BE NO ALUMINUM WIRE -ONLY COPPER 20. THERE SHALL BE NO MIXING OF DIFFERENT VOLTAGES IN THE SAME CONDUIT 21. THERE SHALL BE NO MIXING OF DIFFERENT SYSTEMS IN THE SAME CONDUIT 22. A GREEN GROUND WIRE SHALL BE PULLED IN ALL CONDUITS CONTAINING VOLTAGES 50 VOLTS AND UP 23. ANY LOW VOLTAGE SYSTEM IN A MECHANICAL ROOM SHALL BE IN CONDUIT OR WHERE EXPOSED TO PHYSICAL DAMAGE 24. ALL JUNCTION BOXES SHALL BE IDENTIFIED WITH PANEL, CIRCUIT NUMBER AND VOLTAGE 25. LIGHT FIXTURE TAILS SHALL BE GREENFIELD WITH #14 SOLID AND WITH GREEN GROUND. DO NOT USE MC, AC, OR SIMILAR CABLE 26. NO LIGHT FIXTURE WILL BE FED FROM ANOTHER BUT ONLY FROM A JUNCTION BOX TO THE FIXTURE WITH A 6' TAIL. THE EXCEPTION IS WHERE LIGHT FIXTURES MAY BE TIED TOGETHER BY CONDUIT WHERE THE LIGHT FIXTURE IS NOT LOCATED IN AN ACCESSIBLE CEILING 27. PANELS, SWITCHGEAR, DISCONNECTS, STARTERS, CONTACTORS, AND TRANSFORMERS SHALL BE CUTLER HAMMER 28. DEVICES SHALL BE SPEC GRADE BRYANT, HUBBEL OR COOPER 29. ALL LIGHT FIXTURES SHALL HAVE FUSED PROTECTION FOR EACH BALLAST 30. CONCRETE LIGHT POLE BASES SHALL HAVE A GROUND ROD DRIVEN BY THEM AND A #6 GROUND WIRE GOODERUM & ASSOCIATES 874 Cheltenham Way Avon, IN 46123 317.634.8151 p 317.745.5761 f ::G90: /// 2 ,,... ......... 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SLICI I SrrVICrS J'l 511pp1.1l-r C0�1'rt r TC=rI r'w TNF r�rpp0r'PI " 1} 1"p,�rC-S. bti'rir rf: NFCF SSArY 1r rr ,r -r wlr,l- F rFSrOP�51rFr For rllJ.11, CO[ J1CI Ok, OF RF,PL FollVAI,,I �J r1 H: I OCI-1, corm Al,r p.F`WlCTl05.5 1-11 0111pr . z �Q x� Wz ¢Q a Drawn 5y: Dean Drake Date:09.16.10 Dw : Trinit - Sheet No. Ilk rt�� L INSTALL EARTHQUAttk •t;� i tr r i u WHERE APLICASLE. i 110 HALL : UPPORT AND bRACIWs AS NEEDED _�5 ISRACING ::� s�,1ACINCs a„t., df11 WIRE SACKING WOOD h i t2t— i JKt mss. MIN 24'x24' i 1 cfww r• ..r,k:, i : rlIc-AL 3/4' PLYWOOC 5ACKINc iN' v :EI,.�NG rPiCAL BOTTOM OF c��-•; TO SE b' ASC%bE SIN( u- s.. :ter+i /MONITOR ARM CEILING fTEI” ✓ERJFY WITH MANUFACTURER GAO\ 9 5ca c 14'' (2) TWO LAYERS 3/4' PLYWOOD NOTCHED INTO STUD. 2'x2' WOOD SACKERS (TYPICAL) J �- 2'x2' WOOD SACKERS (TYPICAL) DEDICATED ELEC. CIRCUIT SEE MANUFACTURER'S SPECIFICATIONS SINGLE GANG JUNCTION SOX TO REMOTE STATION 9/8' GWS (80TH SIDES)2'x2' WOOD SACKERS (TYPICAL) (TYPICAL) �- (TYPICAL) FX6 7YFIC4L FAN 54CKING GENERAL INSTALL EARTHQUAKE RES WHERE APLICASLE. 2x4'8 PLYWOOD FILLER BETWEEN WOOD 2x12 AND TOP OF CEILING -s INSTALL SPACERS IF NEEDED (2) (2x12 WOOD) x 8' LONG L�CEILI GENERAL Nr-:� MOUNTE NOTES ** :EILNG MOUNTED LIGHT SUPPORTS SHALL WITHSTAND 60 LS. DEAD LOAD (MNJ FRAMING SHALL SE ACED LATERALLY AND LONGITUDNALLY TO PROVIDE UGID AND LEVEL SUPPORT INSTALL NON-COMBUSTIBLE MATERIALS :) OR 9/8' FIRE CODE RATED SHEET ROCK WRAP THIS SUPPORT WHERE REQUIRED SY SAL CODE (FIRE RATED CEILINGS). 21FY EXACT REQUIREMENT WITH LOCAL 'HORITIES THIS IS A TYPICAL INSTALLATION. CONTACT TTERSON EQUIPMENT SPECIALIST FOR EXACT CUIREMENTS AND SPECIFICATIONS FOR ZCHASED EQUIPMENT. STRUCTURAL SUPPORT AND DIAGONAL BRACING AS NEEDED TYPICAL CEILING JOIST TYPICAL GRID SUPPORT WIRE TYPICAL `— FINISHED 'LAY -IN' CEILNG TYPICAL — FINISHED 'LAY -IN' CEILING GRID TYPICAL TfRAc< L I�4T CARPENTER'S SPECIFICATIONS pxr� c �,cr.ir�G ra is or ^ is % rA"I'.r Nord -i 11" "cross rrlrr[ snir,srvrox it[>j > 9it1 icor 1, =r1, rlovoor t�51 [ IN"Ic l"cl r OM I?, N4 151 51rrokf I>ol s 101l0V �V,,N,JrrNcri +1 CIrcn110G5, rli c[i[ir(lIv lil,itrrrl.i�i rou o, 0 1] it -�c rT[ r , irsrw r <,i iok 5rl cirIChl101\5 511 CO5f Q,,r-1 c, r-[ rAll TQC' rQlllrbir[�1 SNrI r if ,)r;d I-.71iir -o" Arr %irrr Vd 15f N +911 1A P ',-I" t [ [ r Srlrl r Wlr[ 51 IFrOri ,�T �ti".IP:I�Olbs Drawn 8y: Dean Drake Date:09.16.10 Dw : Trinit Sheet No.